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HomeMy WebLinkAbout321 EAST 5TH MicroficheAUTOMATIC SLIDING DOORS 087201HOR SPECIFiC.1:!'I0N 13uyLine 4843 DIVISION 8 DOORS AND WINDOWS PART 1 — GENERAL support track. Concealed guides, shall stabilize Operator 1.0.1 DESCRIPTION bottoin of door, Antlderaifing. means shall he Morton 2000 all.electro nrechanical.utilizing 'lug sectioa.cnversautomatic sliding doors continuous extrusion full length of doortracel. Track must be replaceable without having to lea HD DC pow6rinanent magnet motor and linear actuator drive shall be header co ntplete with door(s) .operator, detection device and all associated hardware neci;ssary for remove the operator. An ndjustab`e astragal with double inohair weatherstrip shall be mounted ;and concealed with a securely attached,. removable cover.. It shall have time delay a complete :installation. L02 RELATED WORK provided on all strike rails. Joining vertical panel rails shall have complementing mohair a" adjustable from 1 to 23 seconds. The openali, speed, closing speed. back check ;and latch Ste Electrical and GlazingRequirements. weatherstripping; while horizontal rails shall check shall be fully and independently adjusts= 1.03 QUALITY_rASSURANCE be weatherstripped with moliair type fabric; Door pane) construction. shall be by means of ble. Braking or checking shall be an integral Function of the operator for deceleration ANSI A1S6 Mtandard, Provideautornatie entrance doors complying with applicable tongue -and -groove key .fitted gussetsthat have two tempered in each corner sec- of the moving panel. For protection in case of elec- trical failure, requirements of Power Operated Pedestrian Door Standard, .bolts lion to, assure against racking failure. Sliding power operator shall include automatic pressure relief to prevent closing. on door (and swinging sidelite) shall include a pedestrians .and there shall be no springs or. 1.04 .SUBMITTALS spring to rtclose line door if pushed:open. rnechanisms to prevent. free manual operation A. Product Bata: submit man,ufacturer:s All .exposed _Surfaces shall be: of the door. A power ON rind OFF switch shall product dzta and standard:details. (1) 20,14ZIAnodized Aluminum be located. on tho insideof.tile:header;and shall 13.. shop fltaiti l cgs: Submit shnp drawings (L) Special color and: finish as indicated serve a.second function as"'hold.open""fordoor. for the .fabric,•ttion and .Installation of Unit shall be series number- The operator .shall reverse when a max - automatic entrance doors. Select desired series number: unumor 15lbs. is exerted.to prevent. the door 1.05 WARRANTY (1) Series 20.10 (O X). The sliding panel shall be installed to inside of sidelite. Slidint; from closing. The reverser shall' be field adjustable to meet conditions. Units to be warmnteed against defects in material and ivorkin.anshsp fora panel slides along sidelite. Control Switch period of one year from the date of installation. (3) Series 21.10 (O;SX) The swing -slide panel shall.be installed to the exterior of the Shall be by: See pages 14 and 15. Requirements far work, specified in PART 2 —PRODUCTS fixed sidelite: 'fife swing -slide par;;,t(s) (Sk, other sections 2.01 MANUFACTURER shall swing out ail) degrees From any position of Electrical Automatic sliding door(s) shall be of type(s) slide movement.: and shalt be UL listed as an exrtway. 'the general contractor or electrical con - and size(s) as 'Indicated on plains, manufac- lured by Horton Autoinatics, a part of the (l) Series 231() (SO-SM The. swing out. tractor shall furnish and install :all wiring to operator. Provide :115 VAC,:60 cycle, I phase. Dallas Corporation. sidelite (SO) shallbe installed to the exteriorof tite swing -slide panel (SX). Swing out side.- 15 amp service toeach operator (deader) on:a 2.02 EQUIPMENT lite(s).is provided to allow the sliding.panel to. separate circuit breaker routed into header. Glass Door Units Shall include operator; header and track, swing out. from any point of slide travel, A s►�itch is installed in the sidelite to stop auto- and (;lazing Shall be provided under glass and glazing jambs, sliding door. threshold and sidelite if .matic.oPeration when the sidelite is open. section of specifications, p required All structural aluminum sections R) Series 2,110 (OISO-SX) Swing pocket INSERT THE FOLLOWING IN shall be 6061*C---a allow not less than .125 inch panel a)jplies to tite outside of the unit. No PLACE OF ELECTRIC OPERATOR thickness with Safety radius .corners oil all locks all be.applied to swing pomet panel IF PNEUMATIC IS DESIRED. vertical rails. Continuous extruded header section shall conceal tine four, high quality. Frame 6". Hardware Pneumatic Operator shrlI be ... bail bearini; wheels an nylon -covered Sliding pane, (X orSX) .shall have Adams Horton 1000 pneumatic operator Air Supply (Pneumatic Operators Oniv) o sx ��' sn.sx :sss ass. .tls Rite Maximum security lock NIS 1853A 505 asfv` with 11Y-u" Standard size cylinder:. The air supply shall be furnished :;and installed by this contractor. It shall be re),�u- Type SX with.UL listing has #> 641p thumb turn inside and standard cylinders outside, lated toapproximately40-48 ►'SI with l/.,CU. ft, volume per minute available pt-r:dnor. In areas s�K alit nuxrrry Belt' f7 1'lipar.ting SX doors ae provided with two point dead -lock, hook bolt for panel and drop subject to extreme cold; dehvdrating equip-. ment should be specified. .irlrAr. iv MAWS(; V00R :x?s. :sir bolt into the threshold. Plumbing 01,FKN&ok OPTION. The general contractor or .plumbing con- ""'"" 261K Automatic Lock (Write For A722) tractor shall supply and install air line to con- : ect. D*,, l . {ra nect the supply tank on'the air compressor to auaR3r7 the ,Horton operator with .copper tubing of h5X ! �--1 Sect.. F proper size and recommended .by tite man T-1 Rltirtinlufacturer. CPtART.3 Krk w nu• t4u• 11owroti-- At 1111ir1TIC t' — EYECUTION 3.01INS.PECTION L °rf7x alivni I'anil l'abaedimensions Sl 1f]ING [�iKlk Assure thatrrame o Jeninrs correspond to frames fircnislied. r un width Sect. E 266k '-trlK zr;K 1} ` ' :.? cif Floor condi- tions must be suitablefor safety and perform- 1Hkc K�a.n,r :scut Thr�nholdT! rough n;mr (tpeniat or, Of tin rielector ance. Check tJlat surfaced to contkt frames are free of debris" Do not proceed witli si3,tk;t m Olk'R .. :.r.aK - _ installation until unsatisfactory conditionsare Nis�nn ;4lLK: a lie. corrected.. Sect. C ra;rr AdiuSSYble Interhwk .3-02INSTALLATION Install plumb, level and trite to liner rigidly zmK t�uK1 ts,,n cI a li R, s,.,"e Ka:r , . • ' in secured in openings. Apply operators and h pp y . 1 tlik s lr , l . : " and adjust to achieve smooth and i Threshuhl5hnwn..1',{,ailahlc quiet Operation. Install in ;accordance with to .ail/ :WR *V1. 11itil$bold 7nik!dtclrwdnn.,iche5tUfunitt.. urtli,kst err m,i 6w luu d,a.......„ approved ..shop drmvings. - - - 7 SWING DOORS - You'* total automatic doer suppjjer CONVENTIONAL AUTO IATIC SWING I)OOR OI'Is'itATOR Homn tutor i;itics has art excellent line id olveirit' and fineunlatic 1)perittQr$ for sutra. magi, -Wing doar applicatit;rls. Ike suj�Getit t1111 tits' desfrner consult a llortun distlibuinr nr f.It'trlt t repre,euGiuvi to reeorrinlerld the lia',t operator, tur each irlstallatiaul. Eltltrr aperltur mat be installed III a tdriety 4 mount ngf — craneealed in the header car �ur[aiy applied. 'I'ha concealed Operator faffcr4 .a ilc'an. ;ittrictiL'e appe;lr We blending Intra ant st(arefrallE ;design, `[he snrfle{- applit'd r.yaet<Itor 1s easily installed fan i:�istint char. or fire uillls, Fll,rt ul rlperlturs art• design[=d for sf 1ple. lrltl'-i,��C IaJlertElnn i1f1d rluiillic'naih•e !Yuen lrrutat•ri} phlcecf and mmallt'.d. t;rncrdly ,,1walailti: electric nperuurs provide opera- n ,na; ,•,-r,uorn}• III Inst;lllata.nis having less than or wirf[•Iv dis'pt-nied door,. PlIvu- ,1i;itl= "larmt:�rs art' nun'r t'L•onfanliealto opt'I- ,tr LLsI n ti:,• or nine[' doors can share ;I vvnzrt llOi)L'LAR CONSTIZI'CTION 1-ht• vludifi;u" tnllst;'uciitIII rat bOth the eltt^- ll"Ir ;aifl 1711E ltnlittli nI -- i11111ke 111us1 other, €]] the Indlistl'y -- pet711i[s repClCernenl trl 111;114r in111pr,11tlntS %nih a< the 1110I0re S111121I drn't ;Is;embf} ;tnd igait.rol swil 'lles tvililout Ilati'1n.4 to irplave cite eticr -V nper;ltor. Ilortun ,wII1gdoer nmtxltlar be Supplied as ;i paeka:' Incltttlillg oprratrar" dnur;Intl frame. c'nfltt'ols Talcj gtiardr;Idti" rq' the raper.ltnr 111,E ta[ supl?"t'tl ,t'pal.ticrlt^ tar Useor€ other [lom'y and fr;iinr l k',> �r1 t['aturx'S urclttda hrnL�er•opc'» with spt'ine> clr„t r,r tier ;allplivi limit, regitinog Iarl,lUt[' ilil,ltly. apilanill J19alsc'r•0J)0l LL'itll 11bS1'.CE ;1�>l,rt'd ,pf711 rlCls[' IN available. wI'Ole tic•lat Is adius1a111e trr,nl 1 to ?;, sec'anil, 1-111 i'1r[•nrL' hrc'akmit hardua'e Ik available fiat' 111- wirwaw dE,<�r,- liutff opLTators teattlre ,fit U-•tlFl: avadl aimd rni1L lac npe'ratttl .man- tislh' ulla•t: prmt-r 1? fill- Afurnir[LrtEl iravar', are at'ail;+hie III Sputa] tini,li. ar aupJal>'. 11I JtCi'LIsS I:l ECTRIC SWING 1' „3ati rb^„r pat:kata', nitltiti a serf[', SHI?IH 1(1(111 far( tt,< Ktune upe€;anr. (}n1'' the atapllcatioll. T11V a M""Itiu haYrluiire• nC t11.111nnI11' 1� Ihllelt'nl. ilict ;lrY' 1'x'f l[Ilill�'lnlll'. jlrt •I ,t'II irmtiancd npc'riltor' itiillla!�,.• IA it L'ar1["LL' al 5t'rt';r nllrilLlL't t VAL jhLtktq, .� 1rL mntlal eh'�jl;C;!rbili: SfCll•, up[•n. l!!r [tnur :a11CI 'ILfLIn}II,',111}' lkllltrnl5 t)ilgYI„''' yll�ufll7+ Ilfallli ❑nil ;Itnrla attil ..j,r.ki1.n,1 „t •ni•trin tuara utlJirt', flrlplr'ti. I �rt,'a:r I:, tli�t.,,,;"r is rust!°aleff iti ,Ill rsir;;�i� <! ,;,,tl,uruer, � .-r• r,i:i, .I 1t•n1uL•lthlt' IJ+ t' CnRt I'';tt''nr 111-tt tfl. lipenrnt; ,ptcde clo4nt;* ,fxt'r1 anti back r cltrri'k .trr arltutitabit•. fhe sfisnhire rrncr tla;llii'� It �inFeiltl':It'fIL't' �t'lt"CtrUr➢ l7tt' upelator uliltxt a :m i;adiglendellt p1eo1 alfMV11W of+erin;jr rvmncial Lritllnttt having III take (IMU) the iI l.lI3L'MATIC SI.H1Ei,S ;gip()() ()I'EItrl 1'he Set'!rs :itH111 �al7c•Cahn i, pneuln;ttically. pfi1L'c'rc'dupertand,prirlftc'last[!.'11 eperal;ir utilizes 2A VAC el['ctrlc curreni, L nrllpnnetl s have a ,uI€J; lilt' elpectanvy and nl;I1- he relalaCcd;at If1u'errusts titani ectrii' ilperatnr parts. I'll eulnatic-itt5ltfotletl rapt•t'atiun NXts+n(k life of ,aperator, llrlkinf orihc'rklni "'i"I111tt'rrralluncuunuf t11e opmatur titilizinl;rnntrolled CA Must air, In case (it pun'erfailnii• t)perattir can he openod lrlanu;iflyt 'I'hi5 !uric r)n p[leurnatic nperato r%i is ti(3lnc'what hardex, 111I t1w electric' oper- alors. Ower sizt' rs li' 11 SETIES D SCIlII"I-,o1\ •It}I)[). ntlinl Sitt7;tce rlplili(.d t?peratrar •l rinl 1, 5z-)o 1 ()vcillead (,unce,"dud Operat[ar lnrb�dint IJrant'..Fraala', h'ingel'lluard and 'I'llI't'shoGi 4,801. 58(711 Uvel'liv"d Lonivaled 01)eratur NAW and II b.% t2ther:, and �at['tL" a..•.•e=-I'"+tx• ircllY;t[lilrt mina, SWING DOORS LOAV ENERGY BARRIER FREE OPERNrOR SERIES 7000 "1i:14t" ititvs- is:i malluat.autumatiC Swint; uonroperate respecially tier barrier-treeilpeti- ini;:s for tlic handicappcd. Mov be installed on :tt1 existini: lyin;, dour. it is :, low -powered. slug-olivning opt,raar that inchides iulp lable 'rote delri)' t[r h[dd do[[r tit open position (vari- able 2-25 hecond-o- MFE'; €1a11cheap Codes. tEqulres a .1 i,evond srtititg. 1i meets the requirement uE ANSI Standard A156,19 Whelt adiu!;tod in accordance with lice standard. '1t4u lllciliud, of aetlValilit; the autoallatiC tlo rr tire,n':ulable. '131v cmitrol biix is ftirnishetl tt'ith a switch that elmtiles the tilt tier to select the desired uperatiutl. 1. \l;-lntial operation whell pusli d open, atltolnat:ic upel.1tion When aetiyated by !lush-btatton switch. The lutist colllin[II1 actuating det't('s: is pia puiii-button stt-itelt that can be lucated un the door or adjacent doorpnilx: Proper placement .ut the Switch :tilotys the ki,neral ptlbliC to use the operator as a manual door effectivelY eutist'-Milg rilet:l:y -- as bell as all autoillatic door when ptish-button actuated, The kloor automaticallr olscils and .then reeh,se5 after time -delay expiration. _'. "Pus lt and tilt IIItUIillltC [111Clill11111 by either pushing the door open 111an- tially or by push inimm switell. The time delav hehire elasini; Mien manuallp puslied i,� 301less .than wiles puslibitt- tun1s;t tuiitetl, 1lorton's-l'usli rand thi' feature tilakes the door vary to [,perale for eVt'I'Volle. Simply linshillur on the door rums un the operator. Et will upcli a( tilt.' set speed and then close. E'IRE DOOR OPERATOR SERIE'S 4900 — ELECTRIC SERIES 5900—.I'`I~:um.,l' c For use on fire dour olmlintt Surface Applied witli i:omtectliig arm and fire exii hard- ware actuator. Operator requires a heal and smuke sensin4 pis'+'lee tliat cuts power the elperatol' and pusipull latcliult: device. ;tint Included whets specified,) Spring -close lea - tort Closes dour, Ift'uyides a UL listed opening iI U1. label doors. frame, liii ges and Ciro exit llardiearc are ;dl i. included. Write for li,4t(ni l,', hurt• H µ► tr,r deuliled information_ . "I'ilile Otit" t-, .Mother fraturt•. W11. 11 all obslrtictioa h met durin;; the opera cycle, file operator will trip out of the automata• mode and enter the manual mode: 087201HOR Buyl-ine 4843 1'hi, sluts-slieetl [ipei:ftur iiiilce pt [,in lower installation cast — ;v, much ;as ati', by eliminating tired for ,;u,n'd rails and fluor zm,itch mats. open switch Horton'Operator , series 5900 shown G DOORS SERIES 4000 ELECTRIC 1 i511 ING GUTSWING f r.. a• f Y� -I _ - t 1171ON At: t YSW[\(: Use.. C9537 .. . Mounted in lap door'frarne whL..n emergenc� breakout is. s. repiredlddor I;. mast he cerner -nYr, pivatedL Whcn sidefoom is lirxiFed, IRSNYI�' p Il'1 � hour Ilan lnteilll tt:" Tppr Rll; ` Interior s— Extenor i:xtenipr Oull%mig ; IkwrUun .7ypeHIIN Sic Oetail for•15M). Apr Ilnuium lead livader PNEUMATIC SERIES 5500 Do npi .1-1 E owrr Curd fx,k w this W SI!CT 11 s N1 + Mal l SERIES5000FINEUMMIC fi. ACCMS f •. VANEL r F\" ult1R INTERIUN :SECTION ;1•;l SEGTIUII II:R poopnn nl\11:5"tiltiti INSWING R11 G � RIGHT IEANU Uti17S 5?[(741'N 11 - is lC.` SWIM LEFT UAND UNITS RF;VERSE � �.LN'1'1:RIt}R I GKIIATUP IIA,u[l nETERMIM 11}` t �7F.KJUR A VIMAING FROM OPPOSITE SIDE OF INSTALLF.I1:0Pk ATW s. IUf E+ITERII)R 1t•+'DOOR DIMENSION, ELECTRIC SERIES 45flll d' Minunum Frame Width 1 ii tit Pcwt UPcranpr . :SfiS C• L2 ;SfxS ;µMI - 3161 ExlcriaL SECT.1 SECT.,t -c = 11r_. DOOR DIMENSIOX .1?i 1pp'� FRAMF DIMENSION I� e l}Ixralar � 17 Artrsf '� 1 x r, " 6 S'Lr•t y. YAIft ,DOORS Sit' sII� �f irl DUAL DOORS Sce 11Yluil fqr �IlHltf for 5111� leilul 1[e:Ult'r• 1 p {I l y -li ai l� 1 •S`eti � t:a J Q i~ ' .14 ,ri a 'ice sa 44 °o : 4J r7 d 43 c _i o`ci as •ri ti 4J i�.i 44 .LO r-t gs AUTOMATIC SWINGING DOORS �11720/HOR SPECIFICMrIONS BtryL[.ne 4843 DIVISION S — will Shut off current to the motor if it is applied aepar�ate .circuit breaker.nauted into: he DOORS AND WINDOWS when the door is inadvertently lacked or GLASS AND GLAZING PART 1 — GENERAL otherwise prevented. firm opening. Power to Shall be 'is provided under glass and glazing I.0.1 DESCRIPTION the motor is restored when the On•Off Reset section of speciGcatians, 'fins Section covers automatic Swinging iultch is turned back on. :SIR SUPPLY (1f>le'UtnaCIC Operators ()cilS') doors cpniplete with .operator, detecio'rhe master control unit shall provide for device and all associated httrdware:necessary inintediate reversal of door inufion without See Page i_ for a complete installation: undue strain on the drive train br supplying Pr1RT EXECUTION stepped voltage to the motor, L 02 `RELATED` AVORIi 3.01 INSPECTION. See Electrical and Glazing Requirements 2.02B 5000 PNEUMATIC Assure that frame openings correspond to OPERATOR dimensions of frames furnished. Floor condi- 1.03 QUALITY ASSURANCE 51100 Pneumatic operator shall be Series lions mustbe suitable for safety and perform- ANSI,tlIM10Standard, Provide automatic (see appropriate series number). It shall he `ince. Check .that surfaces to contact. frames entrance doors complying; with nrplicable pneutnaticand be powPrppened and lie spring :are free of debris. Do not proceed with requirements of Power Operated Pedestrian. Closed. * "]'he operatot• shall be d an d b es r au installation until uiisati.sfactory cunditinns ,are Door Standard. extruded aluminum case with removable cover corrected. 1.04 SUBMITTALS plate for ease of access. The master control 3.02 INSTALLATION A. A. Product Data: Submit manufacturer" switch shall incorporate an adjustable tine Install plumb. level. and true to line, rigidly produce data and standard details: delay from 2-28 seconds. Brakingor.checking .. secured in:. openings. Apply operators ,and 13, Shop I)raWilNS-, Submit shop draivhlgs shall. be an. integral function of the operator. Imrdware and adjust to achrerc smooth and for the f rbricalion and installation taf I,orprtctronin case .. electrical power approveditoperation. stll.. in .accordance with automatic eUe rea11 il�arIlyconvert. $p drawings. . 1.05 WARRANTY manual operation. A hold open feature. shall be 2,02$ 7000 ELECTRIC provided. 'I'he entire open tar shall utilize a ` —1 Units ED be W-armnteed against .defects in 1 1( lowrah�ig a current : It shall be Misted. OPERATOR material and .%varkmanship ,for a period of one `Power open, power assist spring Closing. 17ie operator shall be aL.pw Energy self - year frtim the date of installation. Add.50 to series number, i.c„ 5050. con(.aine(I eectro-mechanical .desig;n.' The PART 2 — PRODUCTS OPERATOR OPTION FOR SERIFS operator rr shall Abe powered open with ,`I DC (� through six reduction gears. 2.0I MANUFACTURER 4000 or 5000: Closing Shall 6e by soling; force I he:motiaris Automatic Suing door operators} shall be 1;mergent y Breakout to be off when the door is in the closing mode, as indicated ran plans, tend as naanufactured by Iiisw•inging doors shall be equipped with an The door can be manually operated r>ith Ilorton :lutcanaancs, to part of rile Dallas t nr- emergenc y. breakout. Isar use on fire dears power an or off .without damage to the laaration, specify Series 4900 Electric or igoo Pneu- operator. Select Electric or Pnetim.1t;c: matic S.urface applied with Ere iatcli actuator, The control shall.be furnished with a selec- 2.02B 4000 ELECTRIC HORTON DOOM. & FRAME lion switch that provides for two a select of OPERATOR. actuating the automatic dour. '1'ho: selection: OPTION: switch enables the owner to select the desired 'The Eleetric OperatingMeellanisiii shall be (DELETE "Door find Frannie" section if raper- operation and adapt to changing conditions. Series Hercules" (See appropriate number), ator only is furnished,) I. AtANLir1L1AL1TO.hi.4TI.G It shall be self contained - electro,rneclianical Door. and Frame ... (Series 43Ut) or a5()(1) Manual operation when pushed open, aura construction utilizing; dtiples lubrication for Door and Frame shall be of Iietivy duty con- niatic operation when actuated 6v push-button its mechanical parts. '1 l c operator shall be struction suitable far continuous automatic switch. Shock. mounted and concealed in an extruded door service. Lin}1 finger guards provided. 2 aluminum case ]iF,-. "' The following p r1IJ7Oi<IAT11C t Ea tivrth access far service f, hardware will b provided: (1.} automatic operation,. by either pushing the from the underside. i'laximurn security lock.. (2) Push bars, (3) door manually ("Push and Co.") or by push - All necessary adjustments must be possible Pivots, (4) Finger guards; (5) Threshold. All ,. without removal of the door or operator.. The exPosed surfaces shall be; button Switch. 'Elie lush and Go lime delay operator shall be readilv:cnnvertible to any shall Standard finish �():1_K1 shall be :i() less than push-button time delay. ]land required. Opening force shall be accom- (`2) Stock finish. an inte0al color hardcoat variable e,adj stmenerator ltslltorien dale de titetoaclnmph plished by a 6 11.1. D.C. permanent magnet finish, dark bronze.. motor working through eight reduction helical with Standard ANSI A156.19: gears. to the output shaft. Gear train. bearings 2.02C CONTROL SWITCHES Opening; speed ---3 to 5 seconds shall be sealed bearing types. The gear train (1) l-loor mats (indicate type and size), A Closing speed —3 to 5 second$. shall have ern easily removable access prate for safety mat of a length 5" mare than the door l rme delay before closing - 2 to 25 inspection without dismantling the operator, width in the open position shall be provided on se':onds. Closing force shall be supplied by a spiral flat the swing side of the door. Opening and closing force. measured 2" out wire torsion ulaiing. The Closing spring shall be OR from the lack. stile of the door. not to exceed 15 replaceable without disitiantling the geai train. , {2) One or more types of 2,I V switches: See hounds of force to stole. the do(ir «hr n nperat Adjustable closing force shall be accomplished [)age I .and.15, ing, in either direction. by winding spring in % turn increments. close `�.02❑ GUARD RAILS ceale � in: a5elecit { 1) car h2) �nquntt d and can - speed control Shall be acconiplislied by Guard. rails are of type selected. shall : be 1. 'Icxturel t. (1) r (2): x cover, sire 4" x dynamic braking of the motor, shall be fully provided at the "ssafety Mat or swing side of 5W' x 20". adjustable, Operator to nct as a manual closer the door. When powger is off or when the.naaster control' '• 1=xtruded aluminum diver not less than emit is rettioved. Ala On/Off Reset switch shall REQUIREMENTS FOR WORK. I25 thickness in clear color (option dark be supplied. 'Che control circuit to the ac.tuat- SPECIFIED IN OTHER bronze anodize), Curer shall be 4" x G", ing switches she, ll be 2-WAC. Class 11 Circuit. SECTIONS running full width of door. I lie mssler cont unit shall incorporate an I;LCCTRiCA1. 2,02C CONTROLS adjustri I lilac delay raf '30 seconds.. ]t chill The getieril cuaiu'actcar or electrical scan- Provide I C-131:5 "handicapped" marked provide infiiaite adjustment to opening; ;and tractor shall funaish and install all. tit'irin to hush plate stitiitClt can each siege of the:opcnm}; back check speeds.: A locked door motor prii• operator. Provide isle l 151:IC. (ill. cycle, 1 hose, (option:. ), at location shown can the drawing teetiara circuit will be supplied that faamp,service`tovachoperttor(header)ona p C12G(} 8" ronnd. stainless steel]. I1 AUTOMATIC IND 0 S AND LIGHT DUTY SLIDING DOOR OPERATORS SAKI -SERVE AUTOMATICT" SLIDING SERVING WINDOW SERIES .8000 Features tivily, but. also decreases energy loss. (The , • Saves. Energy window will fully shut when notuse). Our .� Increases Productivity uvindows can be double glazed (job site filaz- ing), come weather stripped, and T o secure Locking o Soo -es Sanitation Problems .completely will fully close automatically. These same • l lurizental. Slide enemy features, of. course, provide the addi-- e Adjustat le Opening & Closing Speed tional benefit of keeping unwanted dirt and • Plugged Co.istruction o Low Maintenance insects outside. An automatic lock isofferedas an option.. The window locks_ each time it • Low.Closing Fozre closes. Thus eliminates potential theft when Hortons:Automatt: serving window solves window is unattended. the man} • problems associated. with the drive- Function: Step infront.of the photo cell or thru service industry, existing windows other.s%itch and window will move rapidly open. demand time consuming : mployee move- ,Step Away and the window ►vill automatically ments that are eliminated by a: tomation. The automated window not tsnly incr. ases produc close: Automatic self -closing service window, DETAILS COMPLETE WINDOW BY HORTON l "R7'"' AkII)NIAT11: Yadrrnsr- -� ilnI' a I' 1101MONTAL '21WR _ ���il� I'anr; lfrinma6l�� ! Iv11 \tiu3sli MEL;RLI ma RESIDENTIAL SLIDING ]DOOR OPERATOR SERIES 8700 The Horton Sliding Door Operator is designed to open a sliding door on a signal from the user. The door wiil.slide open and remain open as long as the: signal switch is depressed. After the switch is released and the adjustable done delay has lapsed the door will .come smoothly and .quietly closed. The Horton Sliding Door Operator Will adapt to Bliv existing. or new sliding dolor. A built-in clutch is filly adjustable for various sizes ;Ind %%eights. Regular household current i115V 4. 1, anipsl isall that is required. Features ` • Energy Conservation -- Opens and ! closes the door automalicali}< • .Safe -- May be lil. 11lyoper, if power l tails. • Convenient May be opened front rc.nioitc location. • Security — optional. Automtitic lock that clo-ea grid locks the dolor. • Economical. Low initial expense. ca5v 1f]StallatHl;7, • Reverser --- Door will m werse .if stalled durin.a closing. I'L SiUS Available *r)1,1 t.NO rVni p..lt;zt tt.�'i- ,qW r W 1, -t uµnulg %V.L2 n.:it) r" at� ` t � [ltK•r�lrir �y TYPICAL DETAIL t - � lmrll�a 141[M) SCAN tlttrl•1 Nrun" -1?r Ark 1 -a! .! l izI I'u%h Hulum A,wmtde Mir H&NUP TYPICAL INSTALLATION LAYOUT 01 k.� tn bo td 41 .O (t in 4 Y -A s-t. ,a, ei-I D M. n o '' I u o ., j, n1 O sA m tw t7: H nE INDUSTRIAL SLIDING DOORS AND OPERATORS T(le 6000 Murton pneumatic sliding door operator is available in a package that includes both operator and door or o1wrJtor unly to operate doors supplied byanother runtrictoi. The pneumatic oper ttor offers it depend- able system ynving last operation capable of lliglt eyelu. SERIES 6.500 The complOu packate Int-ludes Moo plieu- matic operator concealed in an eltruderd ;ilu- mintun header that includes sitppilrtiiig track., heavy duty wheel carriage. heavy duty al a ii- ililtl.t door.. construction, ilUba'I';� rdlatr, I l" and 20.1 R I vanish. 'flit- dour package .does not mcludc Owizinrt, but is av;ulable tullt l;lazeel with ' i" to 1" glazing. r , is the <;iandard. SERIES 6600 Package includes pnrumJtrr operator, swel it ovorall trick 31 t" o lers and liangers. l'he pneumatic uperatur is mounted nt•err head with operator housing stcureddireoIvto %%-all arnt.tbort steel jilonoi lil trick lttcont- m nded for npenutgs wrtttiritt.g high c•y-cle. livavy elnor imne6..low wiser leeeNlnd ymoutit upei+ttion. The pacLmgc� can be supplied with ;1441111tum doors; by Murton. Operator is con realed in 14 t"Itig4 printed hwel else. SERIES 6900 The woo ton" openatur is,Ipphed ton fits door pack,lge supplied by ;mother manufac- turer. TIie package includes e'mergettev cutoff ro discoilliv t poxver lnun the opvrmo r when sensor detects fire. allowine dour supplier's tn:clianism to close door. TYPES ES AND SIZES Single 3'-.';' Clear opel;inti liiparting ,l -16' elzar opening Sizes subject tea weit(ht hillIB EVOLVING DOORS AUTOMATIC -SECURITY - POWER ASSIST Revolving doors offer some unique features not found inother types of doors: • Energy savings • Stack pressure control • Reduced noise levels • Reduced air infiltration 'Cie Horton Series 9000 Resolving Doors are unique in that, they offer both the conventional round enclosure as Well as a segmented version with flat glass. 'Cite segmented design has some distinct advantages over the round model. ADVANTAGES OF SEGMENTED REVOLVERS • Cost savings up to 30% • East and easy glass replac4ttnent • Optional insulating or bullet -resistant glass Horton offers a full line of both round and seg- mented models, complete with your choice of five methods of operation. HORTON'S OPERATOR SELECTION CONTROL FLOW Series 9100 for one-t►ay security applica- tions. Can be.converted to two-IM auto- matic open, ton with the turn of a key. Seles 9200 for two -stray security applica- tions. Can be easily linked with card access Systems. EASY ELow -Scales 9300, a fuliv auto madc door with a rower assFSt revolving door in a. lying construction'. reduced speed feature, : uitable for use by many of the handicapped_ Series 9,100, a power assist door which be- gins rotation with a slight push from the pedestrian. MANUAL Series '9500 with manual speed control feature. i iorton Revolving Doors areavailable in three or four wing design. Anodized aluminum is the Buyl-ine 4843 �rrihf.i;iillFf xrltt llagl:uum hl„IrLy II„xL,n F a ♦: 14 Y tl<wj 14` NI'i�Chl - �� r u4417;,- .1 i SECTION 1 f Yi standard construction material. Doors canpis.,) be provided in stainless clad, bronze clad, stain- less formed metal or bronze formed metal. ror additional information, see the OW(VI10 R catalog, or contact Morton directly. l3 Qr4 CONTROLS AND ACCESSORIES FOR EVERY ►1 4 T©STALLATION 0 ° TRISCAN 1800, SYSTEM FOR by punching in the correct digit code, r use MANUFACTURERS SWINGING DOORS with automatic.locking. RECONUMEODATIONS q St425Reversing s��itchmounted inlead edge ,q4 rr4 Horton Automatics' factory -trained dis- For use on.automatic swirs doors requiring vinyl nosing, (Industrial Slide) tributors are highly quahtied in the selection and spatial detection withno deviceon the floor. An. C529 On -off maintained contact to remove installation of Horton ape..rators, controls and intelligent control system that utilizes proven pgSSer .ta stvitc)tes analgr operator. Key' o l� accessories. These products are designed and components of motion detectors and photo oto elec- removable:, o� engineered for viable performance.in specific tricsystemstokeeptackofdooru,a esimulat- CM Ivey switch with Moment�•try contact applicattons. Please consult }'our Horton.dis- ing presence detection characteristics without to actuate door operator. Spring.returns to Off tributor about your particular installation. He the satne problems. A verbal. annunciator is in sition: lien removable in Off sition only. will help determine and recommend the most eluded' for added safety and traffic improva= po ' e energy efficient, cast -effective system for menu, For.use on single or pairs. EXPLOSION -PROOF' SNITCHES your automatic door installation, Each door opening requires two guard rails C1305 Utilizes intrinsically safe, solid state mounted on the swing side of .the door. A .° AiOT10i\ DETECTORS horizontal rail must be included to serveswitching unit. F:tl.apl , a►ed. Add switches as s a required, such as C12tr0. t10 Themotion detectors are used to actitate the muunting for the photo electric beam. Cd to operator on automatic sliding, swinging and ENERGY SAVER 0 44 � revolving dams: The solid state scanner is >sa:a E61 Partial opening.cut off for use an sliding E mounted on the header of the door and aimed ° att;,c doors with normal opening size of 5' or more, k_....�,.M ' m downward, ta;tard the entry path .of the done. vnas�uca Se[eCive switch can reduce slide door opening `� :.� lEaiealaer �. The motion. detector signals the pperator:to alien desired. Specify if re:.quired, 4.+ 4J open thedoorwhena:pedestrian or solid object. _ LOCK OP"1i:10N w to enters the adjustable.pattern. I These are also used on; doors requirag no Lockinglndicatar,Specifyifrequiredbylocal 9enlnlUan on -floor switch,. One Scanner is used for -each Coda. See page 4 for access control, signal zone. Recommended usage:is one :on TRAF'FICE'CONTROL RAILINGS each side of sliding doors. They require 120V ------------ AC power supply. A 24V AC transformer is furnished. SONAR SCAN SENSOR C1504 pme-lit - �9eo7M lane lnrftn� Provides presence sensing zone thrciugh the sliding door opening. For use with, motionsens- sa3ate•FiAN utter ing activators and remote mounted push -plate- switches. TRISCAN 1500 S'YSTE51 FOR PHOTO ELECTRIC SNITCHES SLIDING DOORS Photo. electric switch requires 120V AC input Two motion detectors and one %tide beam So- with 24V switching circuit. nar Scan Presence Sensor are used in this two- C1304 Horizontal LED photo electric eve is may traffic s} stein. It opens the door from either miniature in size. Two beams are standard on all direction and holds it open, while occupied. sliding doors. except when Tri-Scan 1500 or A motion detector is mounted on the interior electric sensor coats are used. and exterior Reader of the sliding door. Traffic OTHER ELECTRIC SNITCHES is detected in each direction within the adjusta - b1e pattern. C499 Pull -chain switch mounted overhead. {„ - pa wide beam C1SQ4 Sonar Scan Presence C5201" pushbutton wall -mounted. Momen- 5 The is amountedbeam in the Sonar ScanappPresence tart' contact; .3" x 4'h.:" bakelite cover. TYPICAL (il ARDRAi1:5 C521 Touch switch located on sliding door 26"above the floor. A presence sensing beam, For use on swinging door installations. Traf- whicii is 24. `in diameter, is projected across the panel.. ...round wall- fie tails are: tl2" x �lfz ".solid bar, polished and opening of the door parallel to the threshold. .ante Stainless steel, b" anodized. Rail size, 42" x 30". Foot (hase)'is .mounted, push -plate switch: Engraved with This creates a protective zone at the opening Handicap insignia or push to open. 4" x 4" Grilles are .080 expanded aluminum.. which prevents the door from closing even idthe Handica Pushbutton switch far use on: hand- pressure -sensitive decal available with direr- C1315pedestrian is .standing still. ;cap designed openings requiring a push to aper• tional.arrow. ANSI A 156.10 Standard requires The protective zone of the Sonar Stan yen ate switch. Also available as radio transmitted ' ,vo rails on swing side for opening serving the soy includes an area of approximately $ ' nn signal version: This eliminates the need -to pull .general public. either side of [Re opening. It will detect objects g C-1203-1 Single: curse with divider; such as the legs of a walker, used by the elder- control wires from st y switc operator. C3321 Keyless entry switch, Entry is gained C-1209 Single curve with mesh; ly, and keep the door open while any part of the C-1205ri Double curve with divider; pimettive zone is occupied. C-1206 Double curve with mesh; A C1304 photo-eleetnc light is placed paral- C-1207 double curve µ'Lh panel insert; 10 to the opening to sere as a reopening device C-1208 Single curve Nvith panel insert; should someone reenter while the door is closing. For one -tray traffic a detector cutoff switch is used within the operator to disconnect the out- r side detector when the door is closed. ] 1 C1317 e .n b ra 087201ii3TR In 1 BtsyUne 4843 as. o: 4 ELECTRIC 1 AT SWITCHES Electric sensing mats have been widely used For operational safety and efficiency. it is im= h'fat widths trust be sized so they 1v11! lit "w for many years. They are one of the safest and portant to coordinate mat size with the traffic- within the sliding door sidel.ite(s) and jamb, most reliable types.of switching used fbr public use requirements of the individual installation, Swing door mats should be .sized'to tit within traffic through .automatic sliding doors .and flat length suggestions: the door fume. Space between mat surface sMoging chars, tiara -public traffic - up to�i."; moderately fast and usable door opening should be no more 44 Mats are fabricated with a: durable, ribbed public traffic — 48" to 6Q"; fast. public traffic, than:5" an either side. V-45,[ A156.10 requires plastisol co►'er.for long-lasting, traffic wear and large door openings or where Carts with fiver- the mat to be centerea in the «alk through to provide an effective moisture seal. Standard hang are used — 60"and over. Swinging doors door opening, color is brown. Also available in grey, redo blue are supplied with a safety mat circuit for swing 'lit insure longer mat life, floor surface must and green. Monograms available: "In, Out,11'el- side of door. The safety mat length should al- be flat and smooth. flat should not ba installed taV'a come, Thank lou.'.. - alsoarrows and custom trays exceed the door pane) 8tidth by 5': over anexpansion joint. Mat may be surface. "` monograms. or recess -installed to suit job.conditions. .0 3 to `c - V] Y; MAT SPECIFICATIONS CFIART Clear ti;ddl- SINGLE SLIDING Mat Width � Suggeslum: i Sew. below `ltat Length Catalolt Number l "oj d. Sizes INCl:VDING SURFACE THIM I}1JIFSSION INCLIJ11 G RMESq TRI11 DIIIF.NSION xt IS C IS li F forient,'thl iMidtht tLerntihi Width AVIdthl. Il.engthl Width tt'nrredl 11'uim(l) :1 is "8 718 x IS S' d :Ni 6134 33'' 14 9111 01 731 I'SFtS'1[1[;S'o' 41916 a:31 S16 3,78 9S,1t � til 1t .I' S334 id178 Ix1[i3t+ till,21 4311-16 4:1 d 16 12 : N t 31h t;l 1A 44 3A tilt, $ 11)121 ":31Ae[t .55 3 lb .r! , $ 1 573 In, ill 1•a 3 ) 'Eli 4-4 W TS M18 :34 rS ` IS Mf8 211 73i-1 W 111J16 7,719 l-Sli ll'I'I'li :rti" :36:16 :11 .i 16 .:Ili t 8 as 3 1u 7311 .S1t 3L)11 72.711 DOORS t17 1,161K �4:13I6. :Pi 7$ i.-i.116 71;V4 .ir4 ht.i.t: 727-8 rt1131 :S13isn x aS:i Ifi :t47$ :7 316 :IJA 38 :+r34 i2 -11 4218 40 T:li x IS •14 7 8 'fin $a:;W 44 1J'1. lei M 711 1.SE WITH I'tr -tl.'Sli x 31 316 44 , K ik3 PI6 $5 3A 11 32 314 84 7ril DOORS l 11 '42•18 K 4:1 1,16 •1.1r a 45 4 Ili tit (,'a 44 •14 14 tt4 718 111121 I '.12W 1 15.53'16 1 dt,.l3 ti; I,1G X13A 1.1 iti3e4 1 107r8 pbolK5ISHOWN1 �Ie>i71 If �nirEle � I�rrtl 1 j1dai4 thoir 1kn.lt,x[d 'tnvrFiwrld S':xlitiGrl i 1[, l,tmJ,ah , f ss Mat. kcijd. I:IIkrFt�: sNurribering Guide: C:nafui;Number--First turf s ItSyuhh ; t— digits indicate naininal uidth,4 last digits. nominal t lenglh. A!1 dlmrnsions In mchds. *51at Length l l i Swing door recommendation: (2) sliding dour recom lundation, Ags"r Stving fours serving o o ay v imflic require an :lddilinnal 60" of actuating neat oil lhu safety marsidc, SINGLE SWINGING DOOR (51101VI 31ai 1'eulAr-firm r57R Wad 1 k,yuurd 7p,t lincalP3d <tidrlr.t3, T �1iit k,K!'�I. r 1,1J tt1 :Lit 1 Surface mat trim t1CCesS nmt trim It Threshold owr W UlmUim, E l 1, 44 [ern. N toil+�i [f . WIL A "Irldec J I. bun: C Surbre I "31 1 ban 1). H,,tvss h hutl: F kecess T1{I\1 Ye llr 3't'IOltil'I , - I • 11i=i1 �1t�E Iynu �E A.A iWidthJSingle glut A.A.Midth1 l'uirnd Slat n•li.d.engthi COMPRESSED AIR REQUIREMENTS Air Line :accessories: For all ty es df. air. Each liortan operator includes a pressure TO OPERATOR t Supply, specify 1-C.l040 air line filter with regulator to reduce the air supply io the cor- g111it11ti1 CI}]7t3 1lryct` autornali4 drain. reel operating pressure. If lair supply is by r--i If airlines are subject to freezing, specify .other, the minimum line pressure to the oper- , e Ci114t1 brain. C 10701-6i doors refrigerant driver. Dully auto- .ator should be 75 PSL i [ matte 11.5V AC. Reference .data: 'Ij pical 3 6' NOTE: All connections at operator are Sliding door air consumption .125 SCF per Reduce air line size to lit" close by operator: Air flo%V 2.25 l'lace.air lines in inost area ayailsible. 1 , l complete cycle at 40 PSL — l}rotec.ted SL`FNI, t•IOTE: Locate compressor in area accessi- Air line U.P. Tubing ble far service and where clean. cool air is Drain Sires: Required At available. Distance of: For heavy traffic. industrial operator or 1=" J1in. No. Over attitude above 4, 000 feet, double tale operator tlperau,ry loll' 'Po()'oo' ..-it}' numbermqulremei,t to properly size the coal- za pressor. rd OPENING NEW WAYS WHELP YOU MortonAutomatics has many other.products in additionto those shoWn in this catalog. We will be pleased to furnish you tivith detailed drawings and specifica- riuns tin any product. that We Manu(acturc: Contact the ine for - . additisirlal information.. The foliowing i" :a .partial list of our distributnl•s- Please tali pltr toll free number ftir the naive tend -Odress of the distributor iir uttr area if the} are not shop+art. llianufacturirtg.Plant; HAWAII (808) 841-3204 NEVADA (702) 735=3033 UTAH (801): 562-2886 Horton Automatics 4242 Baldtein Blvd. IDAHO NEW HAIIPS111RE 627-411�i \?IRGINIA (804)'167 3327 Corpus Christi, TX.78405 (512) 888-5591 (2081 t54 03.1C1- IlUisc ILLINOIS (603) NEW JERSEY WEST ;'.IRGINIA vats 1-800.531-3111 .. (312) 406-1406 — Chicago (201) 899-8899 (304) 766-8873 . TON \i'(206) Corporate Office: Dallas Corporation INDIANA (219) 749-1635 — Ft. \Payne NEW MEXICO (505) 344-0222 7 5-386 (206) 745-3860 — Seattle (509) 535-2F16 — Spokane Boa 809046 Dallas,. TX 75380-9.0-16 10 513 ;a15) 262 8221 NE\i' YQRK (516) 516.6900 -- New York \i'ISCONSII�` 252-3999 (214) 233-6$11 Distributor Sales information: KANSAS 267-6891— Wichita (716) 6914141 -- Buffalo NORTII C NA .(414) WASHINGTON, D:C; Alabama (205)'734-1711 (316) KFNTi]CKY (911) 477-042G 0426 — Durham (704) 375-0170— Charlotte (301) 937-1800 CANADA (205) 297-8174 (502) 4ti5.8183 —-ampbletiilie 361-2227 — Louisville (919) 932-3416 — Raleigh (613) 7224848 — Sales Office (Ottawa) 4 LASIiA (907) 274-5511 -- Anchorage (502) (606) 432-0096 — Pikeville OHIO (216) 773-6656 — Akron (902) 454-5863 — Iiaiifax (514) 767.8407 — Montreal r11ZI'LONA LOZ1iSIAlVA (51} SIAN-8337. Kenner (513) 8314042 -- Columbus (513) 831-1042 — Cincinnati (416) 743-1952 — Toronto (416) :684 7481 -- St. Catharines (602) 969-3000 t318) 222-19.10 — Shreveport 01{LAliO`1r'1 (519) 652-0414 --- London ,iIZKAIVSAS (501) 8$5-2443 (318) 387=24"r3 - lLlrrrtroe \IARYLAND (405) 728=2711 (204}.fi63-0414—1Viiurlpeg (406) 525-1979 — Regina CALIFORNIA (2.13) 326-0701— L.A. (301) 537-3520 MASSACHUSETTS OR>:GON (563) 581-2559 (403) 938-2115 — Calgary (604).291-1011 �-- B.C. (415) 2,42-8220 —.S.F. (617) 963-0132 PENNSYLVANIA ITALI' (619.) 239.130 r — San Diego i\11CHIGAN (215).362-8700 Telex;. — 843-$33L2S (916) 428-8428 — Sacramento (616) 781-5620 ---- Battle Creek SOUTH CAROLINA E\GLAND COLORADO (61(i).381-9570 — Kalamazoo (903) 788-1357 (07462) 67272 {LO 623-5539 C616).363-655.1— Grand Rapids TENNESSEE `Telex: 334072 CONNECTICUT (203) 265-6719 (313) 398-166.0 -- Detroit (615) 824-5945 -- l�laslnille (901) 775-2143 — Memphis zrh FI:ORIDA MINNESOTA (612) 424-4222 TEt 1S (j (305) 764.411..7 — rt. Lauderdale AIISSOUR1 (806) 383-7889— Am36110 (813) 681-8900 — Tamira (ta()•1) 358-13.17 -- Jacksonville (816) 531-161.5 — Kansas City (417) 862-5555. - Springficlfi (7.13) 68:3 8838 -- Houston tt (a12) Horton Automatics (9w) 438.9916 Pe Isacol.ii ('305) 677-0070 — Or, iiONir�Nr1 6519873 — San Antonin .a242 Bald«in Blvd. GEORGIA (406) 252-6966 —Billings (214 ) :4&! 5144 — Dallas Corpus Christi, Texas 78195 (41M). 25-1227 --. Marietw NEBRASKA (512) 686.4308 — ,%,1cAllen (512) 883�5Fi91 Toll Frees 1-800-MI.3111 (91a) 232-515a — Savttnitalr (402) 397-7812 Telex: 203951 -- Valhi Corporation �, l Olt;ll.No.:111-19fi$ = 19$8 I)al)as Corporation 'Printe'rl in L.S.A.i,:In 0 thr t�alt.�� C.rrriru'.tfl +tl PUBLIC WORKS DEPT. DIRECTOR CITY ENGINEER OFFICE ENGR SOLID WANE SEWER/WATER STREET BUILDING ENGINEERING. FILE AUX. I oars IM LA �s I( ►"i 60 31 O: r s.i rs ! !Z. Lam' _ —TA '44o ..Cn j k W PPJFUds TH-41-0 GH U TH v C s o 1r t c V s tv z- s rTy�iYr i i a „v.M' r+w�...,�-w. ...rK-.s_.w�^.x..�r � �..::�iR... +...� � y _ �.. , . -. ... .. _.a = - __ K.�...rr.ie.r..w: � 'tip s ' 1.':: � �.,:ae-'r .e l� �,-:o __ � .._ .. _ _ �"�,”. �' �, dY:s: ._ ._..__ ,_-. .... ... v-. �:._ _�. '_: �i � -.� :" __ "._ �' _: - b. ... _ �.% ... _. _ s... _z.._s.. .a... ..:.. ..fi,:.a _,i .• rLi:l.uitIDtio .u"���Y�._6rt.i - V �� CITY OF PORT ANGELES •- PUBLIC WORKS BUILDING DIVISION .. PERMIT APPLICATION Vale Rand 2 IZY Ig Oats radtted �� �2 Np 658 ) dLic. lip, Ontt Contrattor Archly r. Classarwotk; petetipliott dr w�� New AAdd,tkn Altuation U Rcpair u Move T u rkmalilitm Typeorpemtlt: Valu dan Ilcdding A-D 0 i8ttmhdng binlraclar Q lC Na. FistureT Fee water Closet .av penis Fee RatHub Plan rccti M I;hmvr rnvesti anon Fee Kitchen Sin Other Dis er Total S 1 p Flow Drain j FfharSink Building wsmhcr pmvaa �>a _ Urinal P=Mant reed No. of Stories Wimm licater T orCommictian j Drinking Fountain Sytinklor Ural lion- Lau Vacuum JlLcakcr Block Sn1ar Panels Subdivision Other lami Use 7=c Sub Total Lot Crrr"ase%=-_--- .A,c Receipt N Total i t::anttactor Mechanical Contractor Sfxn T t z No. yypc of equipment Fee iiluminuion Elw. Furnace Overall a ht cleat Pump Sign Hci ht Oil Ftamcc Ft. Kitchen Hood Cleuance I Other Umd Use Zattc Fra: Total S Raxipt B Receipt o Total S 71D.V aY ay VEA nSnA\Q aY ,Special Conditions: Other PCfinllE: Sewer FVW Driveway Other Water NOTICE A itpsne 4 ragutrad to 1 wadr sad uMLqr' Tbu peanis bomma null and � it weak er rests mum awhwri dt curt eanmvteod trha a 1 W dsya, or if cauUuaka m work It wgwdri er abmdawd ter a pamd d Ito Gys at nay unt araa w at Is cummWAa I beerb7 andy i W i bart nd and tam w rtaat application and knew the tare m bt uue and enteal. Alt pmyWri w of taws and aAmmmt smarting this type of rely; wdl M tarpLLrd smh rbethq ry++ci8ad hndn a neL'The tnauat of a parmr dod not pmwra to give s vinodre a umd the of nay orha orate a bell lawn trim a Eiaomw d6�mfde.mr#aaakel (a,r) h r' FILE O:'tFEES 530.60 , , V CITY OF PORT ANGE.406 �. AD11i�INISTRATIVE-3 TEMPORARY it BE PERMIT SE APPLICATION t I. Scott Brodhun. City of Port, Angeles owner of (legal description) ,, 0I Block 170. Lot 16. TPA a 7 �I LOCATED AT: 321 Eaat 5th. between City Hall and HOSPICE House . { do herewith request an Administrative Temporary Use Permit be grfnted by the 'City r . of Port Angeles Planning Department, for the following temporary structure:'.; `� Ss•in' �Q Trailer for temporary offices of Parke & Recreation l ti'iZ This Temporary structure is associated with the following project: !=;� Vern Burton Cor=nity Center Renovation ' � 1 A , r C:-Y 4 ' DATE SIGNATURE OF APPLICANT , , 5 V l 4 ' DAYTIME PHONE S t tV ******Attach ('f) A detailed plot plan (2) Additional sheets of pertinent information, if necessary Film tee $30.00) ' z -77777-77777 77- S t # 9 -_1, -, _ it M� 3 . - - — _ r. "1 CITY OF PORT ANGELES -- PUBLIC WORKS BUILDING DIVISION -- PERMIT APPLICATION No 5923 DateReceivcd C. 1 l7 l Cr u,te Issacd � l � l 4D2- —.. � k s _. Ow'fttt � i cantraetnf Archlagr. Class of Wank: U NOW Ad,d,�s3!g ltefy�atk�vn�� R q Move D �yLtt.= Damp@an of Wmk Q AW ( J% f) Qf��yi, �/ r. Typitor crrtttl: UEltialding Valuaiinn S C3 Q piumt.ingconW[of Na. Fts[ura Fee Waterclasct val Pamit Fm Bathtub an gLe4k 1 cc cctl S tnwe Investl edam Fee Kitchen Sink Olher Di} cr Total S Receipt M Finny Drain Flear Sink S ft.0 es Wat Otmtt Urinal Q arti Load wNa, of Stnrics Water Heater TypeoMnstruction Drinking Fmmtain d 2M 1 Y L W Le al Dcscti tion• LAt ' f vac• aft r Vacuum Breaker Mock I Z2 Solar panels Subdavlshm Oftr Land Use Zone Sub 7o[el of AMR Lot Cavera a %= -.abrosq-R=470,75,0 Rceci t It Total S Si contractor hlechanicai Contractor Sign T t = s No. TypeoMquipmem Fee Illumination Baca. Furnace PVCEAII llefgbt Heat Arm Sign Height Oil Furnace Ft. Kitchen Hood Clearance Other T1W�X Land Use lane Em Total 5 Reuipt fi Receipt 0 Total 5 uvc BY BY FOR U'AhrfaY Special Conditions: Other Permits: Sewer R/W Driveway Odw Water NOTICE A syurue p—aurvV t for doahcAl rackw m7w- Tbu pe�7c 6� nun and rwd dtuark tnemrtnrettm g�hmitat S aoteanmausd .itdo I80 dry%. orit muvucum nr wo& is zuqcndcd Or ab%ndowd for L pmod or - 1104475 m tartmgatia we'l; kcxwmmcd. I httehy certify then hale ad rrd exus m d U s apphuuon and know Lha tam m N un gad cm=L All prerttirn or taws and ordin&xct awerrena this type of "* Tilt be wrnphed with wbaha.epeaed herein m neL Sbe anauna of a pe t dam not pnshuco to yva nuhoruy to •iOLee of MWn J the ptoviaons of my Matt awe or Inul Lrx;et%tmytamvuaion writ pr}rugmmmof cmrrructtgrh. s de�'w"'"`:ti"'"large to"7 a;�.n: oro.rawomaLtu6trrl OW t 'g1 u p �.t c 4� r _ t Y L..+ fir, A 1 PEN PRlhT, LAC. p. v 1 1 IS UNLAWFUL TIO COVM- INSULATE ON CGNCI?AI, ANY WORK BUORF INSPECTED AND ACCEPTED, POST PERi`7IT IN A G � CONSPICUOUS LQCAMON F KEEP PERMIT CARD AND APPROVED PLANS AT JOASITE EE TtiSPECROYTYPE DATE ACCEPTED Cb2171L�7S '.� , BUILDING PERMIT' INSPECTION RECORD CALL 437.0411 EXT.12S FOR BUILDING INSPUMONS. INSPECTION HOURS ARE 14 P.M. 1.11N. 24 HOUR NOTICE REQUIRFA.IT Footin wails F.LDMICAL Rough -in Pr.11APR1MG Under 11mr stab Hough -in Waterline Sack Ilowlwalcr AIR SEAL Wails Ccilia ER6bMN.Q Miu I mirders Shev wall Walls rooticciliri Diyw4 T bat nvstll�-nnrl Slab Wall!lloorlceiling MECHANWAL Chimney ` - Woodiurvc Ducts W Waterline meter Sower Conntetlon Sanitary Storm Site Drainage 1 Parking Other FINAL INSPECTIONS REQUIRED PRIOR 7O OCCUPANCY / USE RESIDENTIAL Electrical Phone Eat- 224 COMMERCIAL Electrical DATE ACCEPTED i Engineering Ext.124 Engineering e (Multi-Iam. only) Ext.25� Fire t. ilding FExt.125 r Building GaIERALCOMMENTS• PEN PRINT, INC. r : . ��' .. i +++�• it �.� �i t - _ F F ,' � jiftb Z. r.. r CITY OF PORT ANGELES •- PUBLIC WORKS BUILDING DIVISION --PERMIT APPLICATION N9 5385 Date Received 5'121 1 q1 Da, Issued 414, ! LMAJ-- Name No_ Costtractar e Arch En r. (A Clatsorworlt Ncw /Addi It Allanair move Demolition a • De3crlptionomu [/�7nd.-t/, �f i T of Permit: ltildin>; Vahration S �.% � 5 © PlumbinitCantractor FixtureType Fee Wa[a7C7mct Lavaiciry Permit Fee Bathtub Plan Check Fee p showet Invcsti AflortFee KitchcnSink Other Disposwr Total S Receipt M Flnar Drain I ink BuildEnt kg, El, W Drina! Oacu ant Load No. of Stories Water " ter ofCansSrerctitxr Dri nE Fountain ct w 4 k Ir i il�tcri tlaa lix j % 7t Vow leer Block Solar Panels Subdivision Other Land Use 7Am Sub Total tot Coverage % = . F[. = Rceci t N Total S US!Itn Contractor Mcchani"I Qmtraetor SignT t 1 s No. Tyre of Equipment Fee Illtrmirtstion Elec. Furnace Overall Hel ht Heat Port Sign,Height Oi! Fltmace Sq�FL Kitchen Hood Clearance Other Land Usc 7.mte Fcc Total S Receipt Reeeipt4 Total S Arptxw ay ar AFFMW t sr SpecialCondilionr. . � � P'cttrtits' sewn RAV Driveway Otifer I WSW or NOTICE A aepantd pmnh & nypuaaJ fwdedrical wwk and �dsZitrca. hu pezait txe®n rwLL and aniA u>to<!t to taasrsuaiwt anthwtiud u nu =w nCTKW arithip 1 Aa dyer. a ft peennKt{ao ar wok la augatdod a aNtdamt fa a period err lit! &ya at any timcafur waa is ----- -- f ha3.y cacify that 1 baw rad and euenrod "a aWioum and" the ftmt to be ate and wrsece AD p o itiona orts.a and etdiatoea awcntna thin type of .93 wW be CMTGW wuh whaha spacilltd m oat. The aranuaa ar a permit data not ha pmvaims of any otha suit et 1mi ereonatunM VnEg� 6 4 L I _ alpm�aer�tm�.wAdb�dAV.4 ••• (D.0 stPa ,Lro.,t,rue.taial.a.f Mw) r' i APPLICATION FOR PERMIT _ F ADDRESS' OWNa~ii --JOB LOT BI Qc ,_„_,,,_SUI)DIViS(ON.,� (Print Name) hereby makes epplIcailon for the fog 1. Work to be comptotod by .�- _ _ _,.._,. _______-_-_ (date) Rem% 3. 4 2, Location of worts: Outsida ,_,,,__ Inside �._ beveled roadway (d within traveled roadway, complow Value of work to ba porfornwd _ _ _. (It over $2,000, complete item 6) 3. Contractor narne _ _ OR 4. Podorrnar= Bond Amount �- 5. Proof of fnsurancn_-- Work $Z000, and lossT MAa0 personal Injury, $100.000 per mcident. $20,000 property f Work $2,000 and mare: $200,000 personal injury. $500,000 per Inddent. $100,000 property 6, Pomdllea understands that no streul may be closed to traffic unless approved by tho City Engineer and Chid of PoRco and notifications given to the Chief of Firo Depart m. m. maybe closed totraffiCfrom ___ _—_to (4rttt!) City En&eer � Chlei of Police _.,_ _ _,.,— Fire Chief fvMMENTsrcvNvrrivN5 RESTORATION DEPOSITS F Surface Ezcavatlon 29 L4- a'4-1ko � 1 t,F a 5� L �[ ,4 t t CITE' OF PORT ANGELES i DEPARTMENT OF PUBLIC WORKS .. , .... , ... INSPECTION REPORT ........... REQUEST: Date- -�� �~ �� -- Thns Received by /:. (phone, person) � Location of Work to be Inspected J Name of parson requesting Inspection Llddresa of parson requesting Inspection /7 ? q. .;-f r Mono No. /.... _ Type of inspection Icircla appropriate one): Permit No. ;SV/ Sower Foundation Framing Chimney Plumbing Final So►isrer Eucev. Other INSPECTION NOTES: Inspected: Cato —Time By. Remarks: � � �- FILIRCl:ASH ORDER UUMFIRR Prompt Payment Will Require: 24.18 � I. U14 or the Pun imse.Or&r Number on ell Invoices WO packages• d9�t'%o CITY DE PORT ANGELES 2 .All slkreled orders srn E,O U, lion Angeles, WA 95362 SILL ID: ty a[ I4sl An8c1d3. Dther �s edd shkgidnS CbUM 10 Invoke- _4, Ploboek.urdmftffcr64daystmleunuihoriad r �oFinswe DivId WS no Port Angeles, WA 98362 Confirming Order. 0 ❑ Am, Plwne: (7A6) 457.0411 To! F Public Works 1 SH1PTo: euiSdinq Division 321 fast 5th Port Angeles, WO 98362 L J pate Required Cl Our Pick Up Dexdprion Unit Price Eslc riaa m , Ra Quyrsity aid Building Division 1 Building permit 6122 (322.10.1000) $2i08..50 Plan Check fee (345.83.0000) 1370.50 Surcharge (229.00.1000) 4.50 1 Plumbing permit Q 6122 (322.1.0.2000) 93.00 Public Works 1 Right of Way 04196 (322.40.1000) 40.00 125.00 1 Saorm Tap (367.00.3000) S40..0 120.00 install. (3) C.H's (367.00.3090) Vern Burton Remodel, Project e , .. REQULSITIONE.R DATE DE" /DIVISION -aPROVAL DATE Sub Total TF 5/14/92 5atesTez vy .. - ADMIN. SERVICES (0 CUR$1A 1 DATE AUDIT CITY �fANAGER (OVER SS,W4j DATE FreightTOTAL AMOUNT FUND DEPT. MOJ= FUNCTION OHIECT AMOUNT " � AMOUNTI 'VSP, awr PhtD: xxX xX% xX:OC xXx_CK )OL : ENCUMBERED t 307 871 0000 59500 6510 $3861.50 TOTA i VENDOR REMITTANCE — { 'dR � �'..: � v;ii :..vh -. ��:i.-...w o'-+�n..tiw Et=n...,. :.... ,, .'i... '._ �. .:.. ,. E r :.�:e,s i��- ,.e. •-=.-i .iv'. M'ia. M::'�—r... ..F. _ ..�—:..c w?t Y'L"+1�� �Sr L Y E �`.ni••4S t 1 � c a 1 i 1 ( t. - iF' - .i W'•s r -toy . ti. ry 1 sF .l ,r • r41 7 n � r , i. @.....flr.r^ ':.. 77'. - "6YIw w�y{�. f:t:�r+r•i.�hMrR�MM.�b� ' ES "IM ATE TO PEhFORM WORK - i DATE: WORK ORDER # /.sY Y DEPARTMENT/DIVISION REQUESTING WORK: PUBLIC WORKS DIVISION REQUESTED TO DO WOPK: T 7 ACCOUNT TO WHICH WORK: IS TO BE CHARGED:l , `- APPROXIMATE START/COMPLETION DATA;: _ r LOCATION OF WORK: k� D SCRIPTION OF WORK: _Aj2pLJJ.c! 3r . ESTIMATE : r_4rd.J77-1 LABOR Nro i sar sroac wou�r �►n ' �,p�C 0 ...._ EMPLOYEE: OR Iu w AMW ESTIMATINQ 1 _ r CIRCULATION FOR APPROVALS 11) REQUESTING DEPT'S APPROVAL FOR ,a +� J ` CPARA1IO N OF ESTIMATE as : 1 I CEPAMENT DIRECTOR : 2f.) ESTIMATE PRFPARED BY PUBLIC WORKS: T67At S ✓t � � ti .✓ (�� E01AAMENT "Mr or E3nuATGR — NO, DESCRIPTION REVIEWED Z a oaxcraa or Pueuc wous ` 3�) REQUESTING DEPT. REVIEW/APPROVED ESTIMA E AND AUTHORIZE. ACTION RENTAL DESCRIPTiQN 6 GATE 4� ALL PERMITS OBTAINED Permit # r' TOTAL BY REQUESTING DEPT., Of MATERIALS �! SIGNATURE 1 5) WORK ORDER AUTHORIZED BY _ - DIRECTOR OF PUBLIC WORKS: d .... DATE -...t. COMPARISON OF COSTS Cost from W.O. TOTAL Estimated Cast GRAND 'TOTAL�.7 I ' , s -., i-•- a�.+.:;�,....-:.-....,::.,.s...+1._.�--,w-'�:�,:�,._.._,,..�...... ,.-..�:.. nr.:l-r...� .. ... } it „�� gip.}_r;,w. R .�... •.. .�, _ _�.:.. r..!..•.,..r.w .t l ( A' 77 .” ilk ` � •�, SThTE OF 41�•t51iINGTON T91 GELES � � z DEPARTMENT OF ECOLOGY )g AUB Stop PV•TI • 0- rpw. T1:rtn9ton 9SYM-8711 • (106) t596= July 17, 1991 ���EiVD ;F JI& 2 31991 r ] + Mr. Bradley J. Collins (Lf F V;-;TrANS-LES City of Port Angeles F , 321 East Fifth Street I k o3n� Port Angeles, WA 98362 Dear mr. Collins: Thank you for the opportunity to comment on the determination of y: nonsignificance for the Traveler's Inn proposed by Northwestern Gl Territories . We reviewed the eirAronnental checklist and have the c �. following comments. r Erosion control measures should be in place prior to any clearing, grading, or construction. These control measures should be effective to prevent soil from being carried into surface water by s� Ir` stormwater runoff. Sand, silt, and soil will damage aquatic s' ' habitat and are considered pollutants. Causing or allowing pollutants to enter state waters carries a maximum penalty of $10,000 per day.e 11 you have any questions please contact 14r. Sill Young with our Water Quality Program at (2O6) 586-5551. y� Sincerely, , 3Q > Barbara J. itchie " a r Environmental Review Section BSfi: rch 91-4117 �M cc: Bill Young, SWRa a r CITY OF PORT ANGELES PUBLIC WORKS FTHAUN. COPY ICQNC. DIRECTOR OEPUTY DIRECTOR CITY ENGINEER 50U0 YlASiE SETVERMATER STREET BUILDING I[LE � ' Y 'i• `! t .� N � x , �., a' .�l ate'-" �,� .~~- �� r� � � r �' R:� , Ili M r CITY OF FORTANGEL.ES PUBLI WORKS FYI. JACTN.IMPY Mil DIRECTOR DEK" DIRECT CITY ENCINEET114 SOLUO WASTE SMERMATER STREET BUILDING FILE ! d IVERSON ELDER INC. Att'l'il.111[Vill `bv-101`I1,.s Lt1yfl;J57s C,tny'du Pnrk Iluslness Cvnrer �2'10,1520th A►rntia S.F.. Stilts I lob i 1 Ihrlf" W.tshbll;lun 9802I•440fi November 21, 1990 t'h•3ttr i20a, 483• 1250 FA.\ 12001487.1825 Mr. Tim Hagler ra Washington State Energy Office 809 Legion Way S.E, FA•I IFt '�—----- -. , • ` . OI}mnfa, WA 98504•I21 i ! 4 �`"•"" � "' ' ,, Project, City Hall Mechanical Modifications Port Angeles, Washington 2 a ," -X ; Subject: Proposed Evaporative Cooling System F__ , CITYQWiTA, GEttiS Funtlawaa+ts Dear Tun: As you requested, I spent some time evalu r Az R surrounding the proposed mechanical system with Mr. Larry Romig of the Port Angeles B Wieland Lindgren and Associates. Below compliance of the mechanical system concep t ating the energy code ccmpliance issues a ' remodel of the above project. I have spoken wilding Department and Mr. Pat Smiley of are my conclusions with respect to the with the Northwest and Washington State , 1 I the City Hall did not include provisions for ,stem provides air to the 1st floor, 2nd floor " `< uct•mounted coils provide terminal heating , ed overheating problems due to the lauk of ar gain on the south side. The 1st floor does me degree because it has roughly twice the posure. Both floors are served by the same ntributing to the problem as well. To keep for the 1st floor system was located at the was located at the floor so they could share a # Y e warmer, stratified ceiling air not being w ibly increasing the stratification. Port Angeles to determine the feasibility of soma relief to the staff located on the 2nd # cooling coil, there are two obstacles in the es are no t sufficient to provide full cooling. were now provided and comfort conditions y�! ould result on the first floor. This would h would be a violation of the energy code d. 1 as r 1 { t � y+ c "3� a' 4 , I& Tim Nagler November 2l, 1990 { � Page 2 a. $Qp std Solution Wieland landgren has proposed a threefold solution to the problem. f " 1. Cut off the supply air to the atrium and redistribute the additional air t = quantities over the 2nd floor in quantities consistent with the cooling requirements.. (This solution was one chosen by City personnel in r R response to an earlier study, according to Pat Smiley) The air provided in the atrium is apparently not enough to provide full summer cooling anyway, r ' f so the engineer has suggested adding more exhaust as a separate project for the atrium. 2. Relocate the 2nd floor return near the 2nd floor ceiling.`' i4 3. Provide direct evaporative cooling to further depress the dry bulb ,. I temperature of the supply air. This could be done centrally for the entire air system, with the individual coils on the 1st and 2nd floor providing zone t control. From my conversation with Mr. Larry Romig of the Port Angeles Building Department, it i ' appears that there am three areas of concemr u � , 1 v � ' 1. This may be a violation of the energy code (WSEC and NWEC) prohibition x of simultaneous heating and cooling, since the terminal heating units will be heating l i air which has been previously cooled (by the evaporative process). 2. Mr. Romir is concerned that ductwork that is insulated on the inside with an open cell in: _lation will be exposed to a high -humidity air stream, 1 • { ?# t articularly in a space that already has low air exchange rates (which he goes h say meet minimum re uirements). He is concerned about the "sick possibility of a building." �. 3. Mr. Romig does not want the air to the atrium cut off. F , Assessment ti 1. An evaluation of .the first concern is made difficult by some confusing V. „ 'S language in both the Northwest and Washington State energy codes. t ar fi Section 409 of the WSEC and Section 503.3 of the NWEC says in part: Controls shall t' } prevent rehearing (hearing air that is cooler than system mixed Y f air). This is clearly the case with the proposed system. 5 But rehearing is defined in Section 218 in the Washington State. Energy Code as: The application of sensible hear to supply air that has been t- ' ` F previously cooled below the temperature of the conditioned space by either mechanical refrigeration introduction or the of outdoor air to provide cooling. By its reference to air that is cooled below space temperatures by h4 (. ' r r 777777. 1 ,1 E 1 � 3i 4 il+ . # Mr. Tim Vogler 'j November21, 1990 r Page 3 4 the introduction of outdoor air to provide cooling, it seems clear that the code intends to limit heating of previously cooled ;sir, Mgardless of the mused to cool it. If free cooling using outside air cannot be a "reheated," it would be difficult to support a case for reheating air that has j been previously cooled by another means, such as evaporative cooling. The ` . ` proposed system, as I understand its operation, appears to rtteet the definidon of a reheat system, which is prohibited. y It is my view Scat the original intent of the ASHRAE 90 based restriction of , simultaneous heating and cooling was to avoid putting depletable energy �, ! twice into the same airstream, which this system does not do, However, the specilc language of the Washington and Northwest energy codes and ' ASHRAE Standard 90 appear to prohibit this system, at least in the .' configuration described. To confirm this, I took the additional step of contacting Ross F. Meriwether 4 ` of San Antonio, Texas, who chaired the original Standards Committee thatk ` reviewed the 90A-1980 Standard upon which our current energy codes are • :. , based. He itgreed that the intent of the standard was to limit the introduction of depletable energy twice in the same airstream, but also stated that in his { view, the evaporative cooling system with tertunal heating would definitelyi ` fall under this category of reheat, as defined in Standard 90. 2. Mr. Romig's concern about the evaporative system introducing the +i " $, possibility of a sick building does not fall within the scope of the energy code. This would appear to be an engineering design issue, which may or may not be n:gulated by other codes. is 1 3. It was not cic,ar to me why the atrium air cannot be cutoff, but I suspect this also is not art energy code issue, as much as it is a decision to be made by the City of Pan Angeles, who are also the occupantlowner of the building. t r , It is my understanding from Mr. Smiley that this solution was chosen by the 3 city, I have no other knowledge of how this might relate to the energy code. 4 „ I hope the above has been helpful. The designer has proposed a creative solution to the overhea[Ing problem, so it is with some reluctance that I have come to the above t 4 conclusion. There are no doubt other control modifications that could be made that would; allow the use of evaporative cooling. Mr. Smiley indicated to me that one approach he had ' considered would evaporadvley cool only the 2nd floor air system, and would lock out the heating whenever the evaporative cooler pump was operating. I believe that this approach would comply with the Northwest and Washington State Energy Code.''' t c , r F( � n , r; N 'BL f c W OV" « November 19, 1990 I r To: Jack Pittis, Director of Public works FROM: Ken Ridout, Deputy Dire ct-- i ., RE: Plan Review of City Hall HVAC Modificatio CITY OP PORTANGELES PUaLIC WORKS FYt 1lCIN ICOPY IMM DIRECTOR DEPUTY DIRE17OR CITY ENGINEER SOLID WASTE SEW/WATER STREET BUILDING �E t Larry Romig, Ron Johnson and Kirk Johnson have reviewed the above J3 referenced plan and Memo of November 15, 1990 and have the 5 following comments: K �'., (A) Pans. f 1. Part 2, Products';, _ s 2.3 Backflow Preventor - to he approved by Public Works Department - (Kirk) . a` 2. Part 3, Execution B.1 on cool summer days will system be heating and � cooling at the same time if air washer pump is in continuous operation? (Kirk) E +' B, 3 Will an evaporative air washer handle the BTTT that ,� • , ' df ;! the upstairs and mall are likely to produce in the F 3 ' summer. (Kirk) :s Will we be loosing an asset by not cooling/heating:.' s- mall space, e.g, artists, conventions, etc.? , fi ] (Kirk) �t3 3. First Floor Plan Notes 5 How will excessive mall heat and cold affect h' ' temperature balance at offices adjacent to the mall ' S area? (Kirk) How will natural temperature imbalance from upstairs/downstairs be handled? (Kirk) C, t A 4 IJ I ,f r y r a YCCit?uj 4 : 1 F I Jack pittis RE: city Hall HVAC Mod. Page 3 r l 15. No comment. r 16. Add on: Za anyone reviewing maw. f s requirements � hgating and air? .for . s sI 17. All on: A_ permit for mechanical- installatiom—i u xegMired. The._-paopasal _ .does_. not meet the _cede �. and air, exchgncre 113 the area st be reguirenents addressed prior to Permit Ingill issuance. E f itpR:pr �t f S u 6 ! a e4k a �1 , r T 7 �1 S Y 1 a� iy 7 i - �If _•�� S 5 1 IL: {-• , �tV 1 ks 7 I � h ' i� t'1 r. f , n t �- � i x `ice - r } i r x tf s ! 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W "'t ta. j'� �J palacf 1, „ ds+ aeet na o �. rocasbn dare ae- sa �. !.,r..ruulfl " rtit7 epineets cxaN job nn m ct+ecWd r SFr. aoa $`o "a..a. m ¢, S'r qa� l . ,4iL 4-t Jrg : H mylow k ' �'Y fCL-C)P a Tta Fpo� CA i kttr 3r� 5,12, x j: P : II ..� — - ti. ■aeres® k u O 04. o wi4. p. p 44 .,4 ;+.+ W . q $ m O M W a). W V 44 m �4 w { x E a F I. t ff rOad by d*O ra dwa Corudling,6Nlneers )Ob ^° seem wamk?ww dcta t� =1 Soy !3l.i = D �8 k-3 i✓ Cis -�- j P�! gZA . _ , 03� Arjr- -rryi 6 Gok G �3`: 0"•o.c�: f; SZ '� Az l _ 3 =A9t l 17 � 1 `L 2-7 I 1 y > o (,31 r%+A a - % / 9�i�.1 %,5 s►x.t.. L k 2= lyp lacohan by J a conseltt[nq anDtne9rx q � seatt►s w� tea. 03 14 0146POd •a .a to 'w ,q �. L� a is u q L A! *t� Fie. 7� C, !o H ttb >> _ itYr.1�R11"13ifia F r fkit 4 �C 1 rl. 0H.f �, location Consli ing date O'. engineers MO ` dunked Ob "a G � � se wCOM lon , CO w4 ''r4 .. .. ... . c 5i Sl / 3 / �.! i 3 . � F. l la° 1 i { { to 2 C -OD D L 'Yd L7.NE - r 1 AL-5F � b�0 to114 -0- 44 u ! 12oaF qC. 7 -;4.CIC3 7'0 U 41^/ 4544 f I to to consulting engineers CSM4 doCked 4o C tadCle wG%NrGr Gca S' r--�%'r✓ G dcfn M 1 XILZo. sw72 a; o 4 11 44 Ne bo o .93 ` .. i ... .. III N+ v+-� .. - _ - - ,_ _•... .. a.i f ti 4 D ec-A Q } FT& F,� ?.? 19 GR.5w 4,v AA a FGC- o ,,..•cS7 .D tk'�c.'�U o ..t n�.o.0 14 �rr7 � �q•�7� •'�'. /• / � S pqi� e4Lco /Y�.df i� �!®� I�C� fib 7•T!-4� `t - 473 . G 7 �iy 33• '� LDS �- ! A e—,d r5-73 f` i I�in C _ sewai rrs .. by m , kpff lovatsai. dots ALI.'� m oD j aoruuillnq entrseers~..-^.— cant daa 1 !06ltb jn'41�fsUGn- 1 . C a Lt-ISS� SrrtM fCmf. ai p G.7Z D. 4,73 14 o�~ r�.r• to la 7,7 y o44 t o LA— cs to el 'm, - r ! 44 0. .. 7G� r �:t GtlAt[. '.�.�AIYxr Ax I 'x �y! W. r T`^ .04 W f a comuithg e 44 :mac wad ,-. _ .,01 AN. � i �5r Lrmye c 0.0 to J, :m M ,I t j Yv I i 1� �r I i-� oaie 7 L Fos- 'Bmj%GE 7 � T I ,g f Ei - ' .. - to CO Pro�etl f c�ta p 1vcaYo�► f awc�ced job m y comiII1nO eng4neerx tAont ,-+ ,rno +�+a+«► c�sr wi.s� data i In G:" 41 o. ' t 43 P' $"' u�.t 7Ff G3 K F L { f vs r r/4D Q sV OUP: f Tu,ru/ivG 4 .'7 /3o c L'!r) A,� j4 c �3� ND 5 lvoGc. G 6 .I 14, ff focotUn dctm ..�� consulting ernptneers elle�l Job ro LCa�STw/ date 0 So-r.S,�lYrC semi. �. 1.7 'i 'm N � .. :t y j s�€ - ' f a `1 t i O rt to 4p 14 go 14 0 0 m p6 ra 0 0 41 Cl cil m 0 to LW a) to DI iJ 41 44 H -Ca ' I ir be 2 ConsWtkq engineersot dais � f!4 a ' `=.ailio vrsstirxi cleat cfsoCkad 0 dc.a Y ?►-�"$imfS -Z f N'�S t : }Hl S't'. ji 6i"—� t $ •- t i__i i l air; - �. �. - + ....! i-�.»i- '' �.., - �.t S:-.�.�.}... _ + s ' .... t � . •� • :� � ,.�...,. y i,,.,,.��tM..,.i S. ti A P, s { r ;.r bo r4 y _ '0 o 60 to �..- - .. o ° consulting engineer. � � �M-r4 seamo waahViQ;pn 14 (f9-xlJt£P 3"Frori � - x '�a�3: ca Pc�c-JPlt� €€ O 2K L.' u: r' q G"o:c. i it. r - 4 0 Q- - y H t, i Tf45L= I f5 h r9 14 1.t..4 A ' -14 f 0 0. 0 tj N b 'a0 i w 44 1434 3 � �. v. YJ _W V D. G GEOTECHNICAL REPORT . a' FOR PORT ANGELES.CITY HALL m '. 0 e, to BACKGROUND o On April 9., 1:986,Korman A. Dixon of Clark Associates, A Di.vision:Of Northwestern Territories, Inc. conducted :a geotechnical investigation to ' determine, the -engineering properties of the subsurface soil, materials -at the ' o m buildi,-ag site for .the new Port Angeles :City Hail. _. . r •-a+� .,� •The.building site area is located immediately:adjacent to the south and. west s portions of the Vern 'Burton Community Center, 'as shown on the enclosed C ,ya drawing. It is predominantly .open,lawn:area with Chase Street running to. " north=south thr.ough.che site and the alley between 4.th and 5th Streets traversing the site from east to west. Historically, homes occupied. onions of .the site suggesting possible underground remnants such as P .. ,p P g. abandoned septic tanks, basements, oil tanks ane the like.. Existing:. underground.u.tilities and street improvements are .apparent throughout the site. f It is understood that the City Hall building will be a partial two --story building, and will have no basement.areas,'or other below grade structures associated with it. " TYPES OF EXPLORATIONS Six exploratory test pits: were excavated to depths of eight to ten .feet throughout the building site area by mechanical backhoe:. From the relatively consistent geological profile of the soils 'observed i.n:all six test pit's., it can be concluded that a representative sampling of all soil types" present was accomplished. Accordingly .generally accurate predictions can now also be made as to the soil stratigraphy existing beneath those portions of the building site where no- explorations were made. - The .enclosed site plan shows. the location and Figure 1 shows the geologic logs. of each of the exploratory test pits excavated for this project. ' DESCRIPTION OF FOUNDATION SOILS ' As can be observed from the soil logs .on Figure. 1, the City Hall building site is uniformly.underlain.by an -upper six inches of sod and .topsoil, then seven to nine feet of a massive and compact clay -silt layer, and finally by a silty sand stratum beginning at eight or nine feet of depth. c ° it which were excavated No stater table encountered in any of the 'test p. $, A. tb-"I �� �.F .was to .a. manimum depth of le .feet from ground surface. ri wt 3 from the standpoint of building foundations, the .most important soil unit is ,4 the eight to nine foot thick massive and compact clay -Silt layer. This soil 'p can become very plastic., soft .and difficult to work.witt. when wet, and economical during ;`construetidn � operations are therefore much easier and more Q :. ' the dry times of the year. ,. m: ti ` o . • .�. r �. y The -silt unit would. be meld classified as "CL".nr ].eon c1a , according m' -.clay to the inified. Soils Clas-ificat"ion System. At terberg limit values, which I U .. 'i are a measure of a soils plasticity, were run at the NTI/Clark Associates depth of feet 4i-silt cv laboratory., an samples of the clay soil taken at.a .five on the -Plasticity Chart � . 44 . a}. 'frn hest ,Pit C. These values, which are plotted a limit of 48, a 'liquid limit of 95 and:a plastic I (L�igure:2), show plastic index equal to 47. 'these test. results indicate a somewhat more plastic soil 1 t . than. the lean clay (CL)'field classification indicated on the test pifi logs. G .44 co H -ca :'x The: "lower silty said (`SM in the Unified soils.; Classification System) is a 5 superior founding 'soil to .the c.1 silt, but is generally at too great a Nall, which depth to economical utilize for a building :such. as the City will have near surfacefootings, and will have no basement structure. x CO CF.LiSIONS AND RECOMENDATION9. y. articul.arl 1. Due to the. plasticity and. softness of the cla sil:t..soils,. particularly when wet, special foundation treatment is recommended: a. For Concrete Footings ! It is recommended that a four foot deep trench he excavated .(after topsoil) beneath building footings, stripping Off six inches of Ili then backfilled (in one foot 'lifts) with three feet. of compacted crushed gravel. This will place the base of the concrete building footings 18 inches below the. present ground surface, and founded ,on a firm three foot thick pad.of crushed:gravel. This expedient will help assure better load distribution and carry.the building loads to firmer soils four and one-half feet below ground surface, with the further benefits of four andone-half feet of soil surcharge. In addition,.better soil drainage is .also achieved.beneath all footings. b. For .Slab on Grade It is recommended that a one foot layer of free draining graded gravel be :placed beneath all concrete slabs, after removal of the upper six inches of topsoil. w 2. If the above.froundati:on treatment for concrete footings is prescribed, a footing loading of up to 2,30.0 pounds per square foot is recommended. Differentialsettlements can be expected in the range of one quarter to one-half inch. 3. Because of .the soil adhesion present in the clay -silt unit, all shallow temporary ditching or :trenching for placement of structural fill beneath the footings can be accomplished with Vertical side slopes Since there will be no basement structure,. it. is not anticipated that there rA-111 be a need for permanent soil slopes or retaining wall design values. 4.. If any of the building footings are to be placed on the locations of the recently dug test pits,: or.other weakened areas from .former- dwellings. (e.g., septic fields, etc.), then the structural fill of crushed gravel should be locally,extended to the depth affected. 5.. in. parking areas and access roads, a six .inch layer .of :graded free ..draining gravel should.be placed, after stripping.off the six inch topsoil: layer. If this is accomplished, a modulus of subgrade reaction - of 150 pounds per square inch can be utilized in pavement design. b. Since the entire building area is nearly level, no fill areas are anticipateed. Therefore, no compaction requirements for the clay soils are listed for structural backfill. i, 7. It will be particularly important to utilize good surface drainage during construction of this project, particularly if accomplished during the wet season. In this event, the utilization of tracked.construc.tion vehicles and temporary gravel .occess.roads may :be necessary. Y n? Norman A. Dixon Engineering Geologist a Ir a � � i J. R. ,Terry Newlin:, PE `� e;a..Tr""•r';••� Principal Engineer ,r _ to too, e.-I. - �. in to , : ( 4: .. i' q FIGURE a -. 10 Port . Angeles. City Hall Soil Logs ; m 'o Test Pit A Test Pit B Test Bit C 0 ` Depth Depth Depth. r� 4 4 e p. r p' # 43 Topsoil Topsoil Topsoil... 0 0.5' 0,51 Clay -Silt (CL) Clay -Silt (CL) Clay -Silt (CL) Brown Plastic' Brown Plastic Brown Plastic and Compact with and Compact and. CompactIJ a .40: ' •` Scattered Bark ' (Organic Material) Ow� e_ #, . 8.0' Silty Sand +3 Bottom 9;p' Bottom 9..0' Silty Sand 1M Bottom L Test Pit D Test Pit.E Test Pit F Depth Depth Depth r'. pv. 01 p'r, Topsoil Topsoil. Topsoil 0.5' 0.5' 0:.5' Clay —Silt (CL) Clay —Silt (CL)" Clay --Silt (CL) Brown Plastic Brown Plastic Brown Plastic and Compact and Compact and Compact .:jj 7.01 ---Silty Sand 7.01 Silty Sand 8.0' Silty Sand 8.0' Bottom 8.0' Bottom '. 9.0:1. Bottom r , ' Notes: 1. Refer to site plan drawing for location of test pits. 2. No, water table encountered in any of .the ;test pits.. . 3. Soil descriptions based on field classifications. See plasticity chart (.Figure.2) for more. detailed clay:properties.. �� i r r-I I ff e '. H consulting erK .s o: seatsse rrnstikgtor kM; q -I . At 14 3 L14. }ca- 04 O J a _ . t 60 V. 0 43 1 4j 41.14 # ., �n ej t-a r4 m N ta zor a . m a ct 44 o b 45 to r 44 CO _ �a �J rrcl4�fl�r:j�' S �+ ..1 tea ►-+ ' sn . eo kpff 43 .o o ;consulting Ongineers m � � � aeattw waa�k�fon 40 L . C* P4 14. 43 , C°r i%4 to G M { F[ Ll -f { :1 } i j '1 tea... .. td. . s o . o .. '14 .o. };.. C so w a.41 : 44 r- .t K t . f i i e: I a ca- u OI3 v4 y � � sfl Sri C1 r kr 4 W ,r to F 141 1 i I tf a, bo rl kpl bf o: n WeaHoo da3o . r: !' Consulting engineers to r. MCM G v CgftkM, ellenF ChaC oed as _. tee. o �« � co: i ra 'f L! d.3. IS � '1Fk - ...� t� �� .n♦J 1r 71 Ito , 1 � a � / ol !I/' } lry Sir L" ✓ �GKC'?J) %.a, i �q kr Cl CL C7 "bD` 10 , to •ri t N rY W _ AJ t � 44 W q •r� td y� a r� ?i I + � y a O C Mi r-rt ,1 } 14 � �14' f O , L j 44 h y 4J 1: Q CU.- r , A � C .L' E JJ Y � F� art vu cm ou IMP ' UOIOUNMAG elute% sjeeuloue ®upInsuoo ca �+ „44 s a , i . .P-4 gat''to Po Qt to 3 tia -- i Qi' 'n.. Im .. `u�{ S 44 � H ;i f �f f :r k i !q a; tO �# i--... rn t Poled by id ` kf lcealSOn dale .ti Cii,., �Iiilf m ; i�tt5ultlnq en(�Irteets cteH C3oecic � .� NR taatflo wvshkrploR dale art a 44 i44' tios 19l a f i ' - � .• s «,a cm i at a 4 aAiak Ili :r a a ti ell f [' IZ ,r[ .. Pohl14 eY - 41 .0 dote.. C (p io=ticn job ro to. consultlnQ enoln"m cPer:r � teams .wmNnQlan oa+e 0 'p4 W ca .G. 14 O r. t t .G 4J ; to ba 1 I! W .d, vt L � ".) - - l 4 Jy�� /Gp.J C.. 4i... 'y � V. i F , ,. - t yr Sic /�AloIMF i f _ �4 Sim �te1'• /' . ., T� _.� ; ,-�a :;. �_ . r;� - 41 0 ff kXX3"M c=Ldfing englr tiers seanlp wa3hYiplon m � , .. _ . 44 o .dl, O r[ .. .. . h to14 ! ra r 41 4j. M4 aaLi l� 1 An 1 .. T ���N ��- 4s4-� iC Pam. 1. 4" 0% -e l O. � � r r 4J- . O k +ed n .O to iit Sri ...ca - gr4.. Al44 - 4 .Mll A, f 4 E r, kp t. g ; AI' . ... got act cn to ' IV A 1 � q R' i •. t Aj `E t: p41 i M ...44 ai :' .. .�. { 40 W41 7 t•-1 (ii(j i r # 1 ti cr. i{1t 4 1i f. ' 1 J •�4 F f"t � b0 _J Y 'r W. � If C ri 41 m m.. .. ... '•rl q . 41 •ri AJ .44 ,r --r _i 4 A " f Vr 4 I F 1 I r k� f �, „v bwmorl .,a m Co coresultEra errpft16ei5 to b14 dent N ,rr'=d�. eevfPce wowinpfon checked ke na n a .ls � ao dR a. a R qq� � p y � 1 1'tl s i.l-- U4 .(n u H 6: t z -i f i - 1 2 r to i,4 to to ta W Aj b 0 C7 P ? , ,f4 � of lo c. ...�.- o..m r � � 3. Y{ Y.' m 41 -..1 44 ca ... .. p % r :F '.7 j �i 1 '1 - I " 4 cQ H O Sri ' 4a:O. a . . w a. . O 4j. 0 di to m o m '. 43 w m °1 V� ,i �t] do .o 60 F, as co ca. 4 . o.. a 44 m IW a. U ca a *14 q 1J Ri bo ' Al :r 14 r.f 1 T3 I •ri dQ.r4 -. ca cd +rl 41 o 0. 0 Ecn : •� "qr4 u-, ..o :0•. ,, . ¢ . A .� 'o 44 .01 . . m 44 .. 144'Ia ,. f I I E " t �= I �} 4 .� {! to project F ik ,; f f44 a, ' ioaaflai comitino englnoers eberl t+.Ask F410 wpm ` a .�,.�.�.. to "4 3 a af'�' e.Y ' o r ,u Gj a I CTYt'� t�AA ! tH f . M, �r jF 1 ti ipo r r � I GTxX OF POIt ' . ELLS 'WT.} "< CITY OF ANGELES -� PUBLIC WORK' BUILDING DIVISION dT APPOCATION Date Received ! 1 Rate Issued Q ! 2 ! W n'CD m Address Clty Phone.. Lic. No. Ul _—Name ter, Uwner G r'2a r�E4 .. 2.. Contractor.r'rzrHaN 9 cjs nt c •. 191 _ a`Ei,12''10S2 . �-t S,nA-r 3. ArchitectiFnEA ttJ,&�41 11r%k� VF�7 7 3z3.g2 4., Class oaf Work: New _. AddlMon � 1 Alwation i`IRepair1. Ma1ye t l'bemoii-tlo�n 5. Description of Work..,..C�J;'" i !�f'��/� 7`r�Cl � Bc.,r/6t: [env6i e1�f7�iek sp pp/zQ.Y f. Type of Permit: ` ;Building . Valuation $ 2 , . ,5 3 OAO L-2 Plumbing Contractor No. Fixture Type Fee 1 'Ig Water Closet Lavatory Permit Fee 17ri D-- \\",A..t.E-7' Bathtub Plan Check Fee 4-:S )uw (rece,1pt# ) 'L Shower 4 Investigation Fee: --. / Kltch,6ln Sink. z; Other iarxi-zoos ! 6--_w)\jfgv±�n Disposer Testa€ $ 1 G E5 Receipt # 2oG13-'C Floor Drain] `Flo.or.Sinl �� as Building,Sq. Ftc Kk ,3234v Yr i� ' Ti Clothes Washer Occupancy Group ` r� 2 z -A 2,-1 � Urinal Occupant Load 3 Water Heater No. of Stories 2 ¢ Drinking Fountain Type of` Construction =-.:Ill 57 Lawn Sprinkler'O" Occupancy Perrni:t Issued Date: Vacuum Breaker ra4 Legal 'Description: Lot: €- 15� Bloc� k: /7 6 Solar Panels cr�z£o . Subdivision r Other. Land Use Zone .1°l� f d C Sub Total l B . Lot Area : 5' o O'r5T Permit. Fee Lot Coverage :% �4, 8 Sq. Ft. = 7 03� Receipt# VC ❑.Sign Contractor ). 1 Mechanical Contractor Sign. Type` 1 No. Typeof:Fquipment Fee Illumination F,Iec,'Furnance Overall Height Heat :Pump Sign Width Woodsiove C' Sign Height` Oil Furnace Sq. Ft. Kitchen Hood Clearance Other Land Use Zone Fee Total Receipt# Receipt l .. Total APF qT CCEPTEt>BY P NSC CKEDBY. API' D ISSUAHC5Y Sacoial Conditlons: - Other P._ermlts:gu'phng R/W Sewer Driveway :. Other' NACE A separate permil Is'.requlred-for. eloctrlcal, .. Tnls, patmil.bMom.es null and veld If wiork, ar eonstruclion aultiorized is not.cornmenced within 19D days, or If construction er work is suspended orabanduned for a period of 180 days al nnr lime after werk is eonllnenced. . 1 hereby tierlify Ihat I have read end examieed this a(iplicalion and know the same to be' true and.rorre..cf. All prgvl5lpgs of laws and ordlCdnces governing this typa of walk wlh,be complied wllh whether specilledhorcln or not,.Thegranling oi:a perml!-does'not.piesorne: to give apth.mity to violate or cancel the pfovisima. of 'arty Alper sIA14 or local law cansruclraa or the pedormnnca n ganstru-.cll—rin.�. �- (Qafej Signature. of ownor•lh owneris Rdllde.ry i�afe} 467.0411 Ext. 120 INSPECTION RECORD '� — - PERM o' IT IS UNLAWFUL TO COVER INSULATE;.OR: OTHERWISE oNCEAL ANY WORK BEFORE INSPECTED & ACCEPTED.. 24:HOUR NOTICE REQUIRED PRIOR TO INSPECTION, POST THIS INSPECTION RECORD IN A CONSPICUOUS LOCATION, APPROVED PLANS MUST BE ON JOBSITE AT TIME OF INSPECTION"S. Inspection � Accepted Date Inspector. Foundation Footings 4 .3'3 7 kS` Corrections Foundation 1Nails Corrections _ Rough In .Electrical Correction Plumbing.. Corrections Framing Corrections Chbiiney .Corrections Mechanical grrec#ions Insulation Correction EI'ectrical Final Corrections Final Inspection Corrections FINAL INSPECTION IS REQUIRED PRIOR' TO ANY OCCUPANCY � f¢' ^i..w..,.-•1=-,..� �a?'.,�;;:..y�'r.�:.5 �. ,. .;,a.� w.,.... �.< �,. ..._. 4. ... r. _1..,._y !4 f....�.r:: �. _ .,. ,,.,? n ��� �. r.-.,i.+•�.- w.::i � ,w wi.: ., w1 ��r, .. ��fS.,:.f C :v c d "I'_ 1 Lb . F, PUBLIC 4 WORKS ccc+�- Nix a 1 Lam' J�p e (-PVL&4 vmQ 0- :t ----------------------------------------- \ •J Y�1� ... �f ti tl.E G 1,� a ';• � r�. �. $a..,�.�l�id ,+ ss�ii�.�i�i)rtll�jat+4rsrr4���k�^'� m1&..E.i+�tti*,iUte4t�s4�nXa•v+�`..'�Frii:�,.N.�«i•+� �a:TN�=' - - .. ., ;L - �..., CITY OF PORT ANGELE r" DEPARTMENT OF PUBLIC WORKS .......... INSPECTION REPORT'. , REQUEST. y l te� - Time LEI-, Received by on arson) fr Location of Workto be inspected ,.:..... ..._.,._ Name ;of person requesting inspection Address of person requesting inspection. Phone No. Typeof Inspection (circle appropriate one): Per , it-~M). Sewer osanaatlon Framing Chimney Plumbing Final Sewer Exc Other •� ell J Inspected:. Data LA/: Tiny _ ley : ✓ _ RESTORATION REQUIRED........ YES NO I 1.U.I11 Ht:lju.K 1 REQUEST. ©ate �� r. Tirne ' .. Received by (p ode 'person) Location of Work to be inspected Name of person requesting Inspection a Address of person requesting. inspection Type:of Inspection (circleappropriate ono): Phone No.. f .Permit No.G21 SewerFoundation . Framing Chimney Iurrthing Final Sewer Excay. Other ' - f INSPECTION NOTES: Inspected: Date o z = Time I ca,` q Cj Bye Remarks:---. QAg `r s-- ------------- RESTORATION—REQUIRED , :.... YES NO - SURFACE RESTORATION. 0 Unimproved. .OGrave( D.A.,, halt ❑PCC l� Other ❑.Repaired by City work ;Order # Al Ej Repaired by Permittee .0 COMPLETE 0 No Damage Found 0 INCOMPLETE --------------- iContinue un reverse side if necessary) STREET SUPERINTENDENT (DATE) �t _ if CITY OF PORT ANGLES CITY OF PORT AN ELES DEPARTMENT OF UB IC WORKS .. .. ... INSPECTION REPORT .... � .. . REQUEST Satol 2 . Time Received by jrphone person)' Location of Work to be inspected Name of person requesting inspection• --• Address of � P inspection person requesting ins Phone No. Type of Inspection [circle appropriate one}; Permit No. 2-64-1 Sewer- Foundation Framing Chimney Plumbing Final Sewer Excay. Other j INSPECTION NOTES. - Inspected: Date 0,1 ie EMe . �4 i 6 4 A: i .I �n ,fir *41 � CERTIFICATE OF OCCUPANCY City of Port Angeles F Building Sec . 1 This Certfcate issued pursuant . o the requirements aSection 307 of the { 4 Uniform Building Code certifying that at the tinge of issuance this structure was 4 in compliance with the various ordinances of the City regulating building construction or use. For the following: ` t useClassircatEnn 'Public: Bldg. f'crniitNo. 2641 Group B-2/A-2.1 'TypeGonstructi�n V"N Use Zone. PBP { DwnerofBusiness C1tY of Port: Angeles R. O. Box'I150 - Address. 321 East ,5th Street Buildin Address Port . An eles- Washin ton -�- - - ' w October 10 T98$ Date ng Ofi'icia!� Post on the Premises in a Conspicuous Place ; Shall Not he Removed Except by Building Official ( Ijw:: s�,l''b-i-*�. -�k -.y.. _w#.�.�4. �•��r�-y F i-r-ar-W-Ir t-#-�`►-Wi,�J N -► .�. ll-i-M"i4.i -r.w �. r-w.y,y:.i�- * � �� t, . �) ,_..^ � � _. . r _- `.y--rise ✓ ,..Ai �:.:! '���/` r coal; -»x t, f F ._.�.,.,r. �-�—•r �. Ir � r +—�•� lin —s+-w•.a..v J§:e�d,-.k�..,ar �f-, -r., .a. _., .,., �, 4. '.. r. �.-_ ,-.,. .. ;;11 I;:.xi# 4 , xa,ta;,q. w w,�..ar.4 .x^.�•! �+-�r'�..e.� w J, •� y . '"�'T�-1�►�'! • . -.. 7r'f.�t�^i .. 'N1 fy'M'�'Fi�F�. .... . F�-•1w-¢#Mi••j' � - .. City of Fort Angeles, 1 Building Section } This Certiifwate issued pursuant to the requirements of Section 307 of the Uniform. Building Code certifying that at the time of issuance this.: tructure was in compliance with the oarious ordinances of the City regulating building h 11 construction or use:.Far i e Jb owing: UsecIass kation f p B14Pe`mstNa 2 - Al l TYPcConstruction = Use Zone . L A P GrotlP $-ZAz � 'L_f o 4wnerd si, Ci Po10 l S # Building Address s 2 C � s - -- f'Q 7` . i ' 10 Z 87 a ]2 2'z 87 ' 3 laatc ddingOM 1 Post On the ]Premises Ina Conspicuous Place Shs H Not teRemoved Except by Building Official MW V000l7 •A y" �' 7 •ffN Y ft, r $ s f .aa r MI6 �--,� r,,,, �.,:_ .-..--...err"----#,•�:.ae;,.•µ..M--t J �'rm ,ter,.,-._----� .a �.,, r--^"�''�. ; �,..,K. `--� �,,-� ...<,n,iw*...,�.n,�-..�-o.�M,�,.+--t.�.,t:�.� �+f�r�.,�:>�„..:�•urv,..cw.k'�w�` �F.>= n.w 'P •$ w J �,y�,�-'a...•F•,.«:'.�w�: } lyl wiixdrM..+WJi- , •^-hN ..4��y 5 71�F �_. _ J; k X r CITY OF POREt A GELS IU2EAST FIFTH ST. PORT ANGE! ES,'WASHINGTON98:30 N PHONE (206) 452-4545 a May 14, 1987.. Mt. Jack Pitt is R O MAY 181907 New`Cit.y.Hall Project Manager 1.40 West Front Port Angeles,. WA 9.8362: r 0� PORTAN RE:. Fire Sprinkler'System wy Dear Tack, *; ,I have.made.numerous. .inspect ions of the.new:.City Hall fire .sprink- ler system, the last being on May 13. ti During that inspection I •outlined the following corrections needed to Bob: Alb :r;. fire sprinkler fitter. 1. Sprinkler heads are being covered with plaster. 2,. Bracing on sprinkler cross mains every 4.0 feet and in. change cf :. directions are. necessary. . 3. Sprinkler heads need to be 1 to 4 inches below the plywood 1-beams in the Police Department section.. 4. Auxiliary drains need to have a.hose bib connection. 5. Upright heads which has plumbing greater than 4.feet high need to be braced, ,.e., corridor uprights in the Police Department section, 6. Sprinkler heads being.blocked by the scoreboard in the 'gymn.asium... t Air vent shafts in the. Police Department section :and drain pipes: L in the west wing of the gymn. asium. 7. Sprinkler heads in the gymnasium need to be protected,. . g # 8. Insulation needs to be wired up above the sprinkler heads._ Il x I am sure we will find..other problems as the project continues and T will.keep you informed of those as we continue our inspection on the fire sprinkler system. r Sincerely, Bruce Becker,.Fire:Marshal Port Angeles Fire Department BB/cp pc Building Department and.Bob.Alber ray„uw,� �yyw�kYVNiMI�+'+�., `,�`rTR1"hNh'G.W.W:NR FF"f[1+Mmn4..Ttl1w.£P.hMhbw_Muny..tMYnn,w!ri1W.+t1+NwW FnwVL.tr... ..wP:Tat..r.•�.,, f.;.,ye r.++,rNv�r� �.Z�..,i(^y..;yry.n.Y.f.O.r-+yr.uw.M ii.T/ # PORT ANGELES FIRE DEPARTMENT f FIRE SPRINKLER SYSTEM PLAN REVIEW h Fro,ject Name city Hall Address 32'1 East :Fifth lJ Installer Trojan Fire Protection Telephone 69I-52$2 Type of System Wet R.-3 /.. /. R-.1 / / C:oEn f Plan Submitted: C� Approved. Permit # 87-2 We have'checked this .plan and find that it conforms. toWthe require-- r merits of..our ordinance. with 'the following exceptions: (1) 365 temperature heads on first floor in blind spaces. (2j. Will re:quzre 3:hole ceiling flange 'supports for 2"-or larger mains. (3)_Two additional pendants required on.2nd floor, south wing. [ ((44�) ncreq�e 3". piPe to 4" in south wing Addz. zones y: floor ('see s (5 ) Secure insulation in place rin attic. with wirest 7.. All systemsshall be installed as prescribed. in applicable NFPA codes. 2... All co.ntrolling.values shall be Provided with a tamper supervision consisting of'devic.es which will .cause a trouble :alarm on the fire alarm panel and/or annunciator and/or locked open.. (R-3.;. R-1 ex-- ,: empted:) . . 3 All electrical: components shall be compatible with the fire alarm system voltage. y 4. In all occupancies which require fire alarz zones and/or annunci- g anon, the extinguishing system shall cause. a water flow indication 1# in conjunction with zone of origin. 5. All systems will require witness underground flushing, hydro -static testes for system, and underground g pipe schedule :inspection prior to cover by the Fort Angeles Fare Department. 6. If plans have not previously been submitted to an insurance rating. organization, i.e., Washington Surveying and Rating Bureau, factory Mutual, this Department strongly recommends such submittal to seek f the most: favorable :insurance .rate from: the carrier. S 7. Before final. acceptance .of system., :an inspection will be conducted by the Port Angeles Fire, Department to insure system installation complies with NFP.A #13. C ntr.act.or Review byw } .Dept. Date / Fire Copy FP 9 (1.-87 ) .M7"t !-aw.r,y�{in, MtiAI I.�#h!� 3N>�4rXrni._b'i:l,•.Y'XW rwN.Wh.-�."...-M1 A. ��q-w Ai1W'h t�wn..Nl�w.n« :_..��v.. -,,. ....r� :f ..�t...r��'." i'1 �-+••r-,r.!•..: ...-r FORT ANGELES FIRE DEPARTMENT FIRE ALARM SYS`rEM PLAN REVIEW 0 198.7 f1 Pxoject. Name City.Hal,1 ' Address 321 East Fifth` Installer Federal Eire Safetyele phone Type of System ..Zone Non -Coded. B/E R�3 R-1 / / Com / X _ Plans Submitted. Yes. APRoved BB _ Permit # 87- We have checked this plan and find that it conf9rms:to therequire ments o :our ordinance, with the following exceptions,; t 1. Supervision o.f alarm and sprinkler system shah. be extended to -I .. .. .. Port Angeles Police Department. - f 2. Eire alarm zone to''nc.ludee ------------ a.. First floor,. west wing {Continued on page 2) Additionally; ' 7� 1. All systems shall be installed as prescribed in applicable NF.PA 72. {`.. 2. Two copies of detailed plans .and 'spec"s showin c S -the ;].ocati:ng of all equipment and details on. each type of device in the system must. aubinitt.ed and approved by the Fire Depart be. ment 'before nstal3 ation 1. A (anal weld acceptance test will be coriducted to. insure cc�npla ance ?' with applicable. codes and ordinances before final approval is �� given. J Fire Alarm System Plan Review C:;ty Hall �q Page 2 b. First floor., south wing c. First floor, gym and east wing d. Second floo e . Sprinklers f. Halon system, dispatch g. Halon, computer room 3. Added horn in. corridor of Room'152. ; r. 4, Added. horn to corner of mall:, Sections 14.5 and 144.. , 5. Added horn to exterior of Room 123 (south side). 6.. Reposition pull.box.in Room 1:02. r�. 7. Remove zmoke-detector in lobby (ensure that: one s an.'elevator {. shaft: ).. S. Reposition horn from w thin Room 1.65 to outside of Room 165 9... Add -a. torn and. pull box to P.axks and Recreation Section:. { first floor easy wing). 10. Add. a- horn -and pull box to south east corneas of gym. t 11. Add a gull box to north exit of. gym. 12. Add a pull; box on second floor- east stair well. � r 13. Add a pull box and horn on,second floor west stair well. 1.4. Air duct smoke detectors shall be in conformance with NFPA 90K. �{ A11 air handling systems of 200G CFMf rating or Mkger shall.. V automatically be shut down immediately upon any alarm. I� 15. Sprinkler system shall be monitored with tamper switches. to to control valves and detection to water flows. �. Y 16. All wort to be performed in a professional manner following 9 the Spec's outlined in Section 16721, Fire Alarm Systems. NOTE. Ordinance No. 230'1. dealing with fire alarms does allow the waving of automatic fire detection systems. if tho building is fully protected by automatic, sprinkler systems.. This is why the building is not fully detected: 4. "".•M'!J'Q`. Mrn`avy yi.Mi.`.-1'wV-.r.iYT!!-,..-.��-Via.-+'.�:..1 KkT^'.^"+w."f> 1llf 4RNn+^r+,?!"Y•Y"""4tT-mev+.4v�r...•._+nim.... - ��"�TwJY dr„'Yl..h k.MH.fA�-•Mr6"'MNTx%..iti'.'.v...i 1rai..i4Ni�-lY.iLwV'+!�.iR�h'.-1'STh.�FR 1 f 1 r oF.pi ar qHo � way y bG�LIC wa�1- x M i /� it :3,C11rtjGSt Berm ;� {,jr oct t] a 1Cv1: i:rt�a RIGh-OFF-YIi/'1 VVIN+7TRUeJTIO i. 1 Port i i q;h. 1 !d tttc .� 7�1f FSj�1 ',.i "�r -# ,-t_it.-' Y1 raY± fl l.d-lr.":: I,. Work to;br- Wrrploted by (1lGie} 2. Location aP work. Outt;ide ln_lhi t.rOv.:•it 1 toad:;,iv If a}tnir, trout -leg rn!10way, Complete i'tvma 3, !r & rs) Value of work to be perfurned I If ours $?, 1 3y coMplete Item y 3; u L .S)(If under $20GM, complett' itcet fi) ---i ,t 3. Csintracknr name Old i'I?l LU' WORKS DrPT. q, Performance :Band Amount ier&K . ORDER �� 5. Proof of itzuranct Work $2tt7M and leas $5D 000 .pursor)al injury, siva,= Ft'r irlt:identi, UO,t= .property [ ,7 Work $2,00F3 and more: :S2O0,005 peisonaj in jury, $5130,000 per incident, $10010013 property/' /�-� '/Z'���iC�• G. Pcrmittre understand$ .that no street may bi, Closed to traffic unles approved by the City Engineer and Chief of Police and notification, given to the Chief of Firo Department ; may be clamed to traffic from to — (Street) City Engineer Chief of Police Fire Chief C1 WATER MAIN Service 0 Installation p Repair ❑ Inspection Fee ........... $ 0 SANITARY SEWER Service 0 Imtoliativn Q Repair ❑ Inspection ❑ ':STURM SEWER Service0 Installati,mn ❑ Repair ,0. Inspection Fee. ;$ ❑ TELEVISION CABLE Installation 0 Repair ❑ Other Inspection Fee ... $ TELEPHONE UNDERCAOUNOING Installation 0 Repair p- - ❑ UTILITY POLE Installation 0 repair p Inspection Subtotal ... ACTIVITY NO'i`F5 PERK I7' RFSTORATI.03�s TOTAL 'Permanent Surface Excavations,.:. $30.00 $300•400 $330.00 Gravel: Surface Excavation.....'.. 30.00 150.00 ISO-0) ' Non -traveled surface or-as�ati.on. 30.00' 150.00 180.00 .New concrete walk. ns.tallaLitin., 50..00 -0 :56.00 Concrete .walk, curb & gutter removal:ana-or replacement.... 50 00 -0- 50..00 Driveway culvert installation... 3.0.00 --0- 30.00 Driveway installation 50.00 150..-00. 200.00 # Restoration Subtotal.$ Permit Subtotal �[f^�•, h f�� - - Sewer permi subject fro Provisions _ required by Ordinance- 7150: - - - - --. Il�ll C v Y as .amended and the Municipal Code or other City of Part. Angeles ordinance A. Single fattul residence • ..- $75.00 g y ... B. Pli1t%-family residence .................... S75.00 %r first dlyellin�, unit' d (Ihrplex, trulti=unit, apartmaits, ... $5.OD for each additional ,snit .i trailer.:&auto courts nute-IS) a C. Wier structures........ ... $ .005 sq::ft. of ground area .for the .first (hotels, otfi.ce blclgs.., stores, . ,. 100AD sq. ft. and '$0.0025 sq. ft. for churches, schools, hospitals, remainder in excess of 100,000 sq. ft. industrial/ccum?rcial bldgs:.) . In addition, $5.00 for each. dljelling..unit j canbi.ned therewith, with a minimun fee of $75.00 and a rlallim ml fee of $750.00 D" Alteration, repair, cap .of ; existing side seer .......... .'$25.00 1 E. Additional direct coinnections, 1 reconnections .....:..............:...... Same as initial:cimnectaaCls.aEidve F. Installation of catch basins or }_ t? sit>iilar interceptors...,..... .......... $15.00 per unit r � TYPE AN€I.SIZE OF PIPE PLUMBING Numb of fixtures. ....... l .... .... ..: ';� � Ilasic ermit: fee 3.17C lu 7.t]U er fixture +y to eonsletration of the granting of this peraft. it is further agreed:- by'they applicant that the Permit- 1 city of Port Angeles and any of its officers or employees shall be saved haroless by the,appli- .1 cant from any llabilttr. or responsibilityforany accident, loss or Aamepe:to pershns or pro- Rest.oral ion total. Gi pe.rty happening or occurring ea prur[aste-result of any cork undertaken lender the terms - ' -of Chia appllcatioq and the pe !t r paralto vlilih Rey 6a granted it' respnpse-tF.eret. and 'TOTAL ..... ... r that oil ct said liabilities arc ere y assumed by p 11 nt, Receipt No: i 4Signed�Telephone No.: � Mailing Address T+t. urt ltlt.• ,Mt tM W . awf 6p8 .C:.-X. W "WK �n en.. - 1 - - lk. rl e..tri..d. :e ,.4., .M , - �a„ 1. t,,-.lollt:lio. I,t. 24 HOUR- MINIMUM `NOTICE - issued by {{ ni6.00 +li.iii e,0 aj 4 1. tM eT it 1o.1' f 1M !w .1.1M ciq REQUIRED er 1I PRIOR l � of ri I.S. •. -.•, .•,N•l r.r.11t" h...-4., .M]1 ti Q.•..k.-,....r.' _ REQUIRED PRIOR TO .Date ,.,.1•i. r..,-,.rtti ,�. ttt,.-:a..r rre.ra 'SERVICE OR INSPECTION G7}e{(„yCraXwyn�t}.[y[}C�[x7�y t.%7f7cX2G.M:K7G%X7%XX%Kh�X:?S?�.�CX%X?S'KXTC�G7S3LX'aC iI.XXX7C:fYS X?G%e Y. X%XJ�FXAX]CX%XYX%,XXX7i.%�CXYCK?Cif%Tl Y. fcX7'�X+7:!7�X'f.'{ k' Finance -.Cost of repair (from work order. Work Order No. Less amount deposited .... Refund -,)Mount rliie perms tt'ee $ Warrant No. _ di tiorial :amount :date city, ....... '$ ..-••-.. Recri,pE..NO. i 4 IN5PIC`I'uR,'S COPY white AI�PI;TCA CONY - pink OFFICE COPY - c8nary :_ l AP 1GAT'ION FOR PERMIT PERMIT N2 1983 OWNER J013 AfDRESS�".�7,'�KI TOOT -BLOCK � Stl$pI VI5Z01� (Print Name) ^T � horel,v mat,( j,1 i.:ir 1l114 Ec,r ri�(• i'r,iltsc:ii,n; CIT° OF PORT AN,E# DEPARTMENT OF PUBLIC WORKS INSPECTION REPORT. . REQUEST: ©ate, ! Time Received by (phone, person) Location of Work to 'be inspected. Name of person requesting inspection Address df person requesting. inspection_ Phone No: Type of Inspection (circle appropriate.onej:- permit hie.f' Sewer Foundation Framing Chirnn.ey Plumbing final Sewer Excay. Other APPLICATION FOR PERMIT nmmvr N 195 �- t�.�L k")WNER .lG47 C JOB Ai DRI'; S ' LOT "By-O�CN i_SUBDIVISION .(print lqamv)-1yert-bl:.maki-s -iiJi!`,'i.r ¢t ioll itJ_r OLL. tt:,ilrssJill- tf tJ 1xY-r�! J ty �.ru�7ttzsr t 1r r FE+mli r1l1�r Ct tc r3t7.i �IQrt; RIGHT-OF-WAY CONSTRUCTION. f ur'r, � r�nl by ,r ri r i y of POTt An . IPS M6in nrr�t� i.Gni �tFsj. . f 1. Work. to be cmpleted by 1tY� 2. Locatifln or work: tlutside2 i-iside travi;led roadway (If witnln travf Jlt rasa=spay, cEi^G,l;ete item 3; 4 � 5I t% Value of work to. be periutmco._ f1f over $2* =, �a.plete i -n'i 3, 4 3 a}(if urlIIer $c�,GuJ, dampiet4 3. t Conttae%tar name OR P01.1c LARKS 0F.Pi'. W(M . a1RDhR 4. Performance Bond Amount 5. Proot' of in,uran: e Work 12,000 and les5c $50,:0013'perso:-ial injury, $100,O0n per inclto-nt, $20,000 property Mork $2,000 and mare: 52fID,OOO peer raj Injury., $S160,nt30 Gar incident, $1139.,WD }property S. Permi:tee understands that nu Street :say be closed to traffic unless approved by the City ErJyineer and Ghier of Po.'.i.ce and nutiricatlinns gitren to the L'tief pF dire e�,artEr�ent. Ray be Closed to traffic from Lo (Street. 'ty I:ngifieer COW of Police Fire Chief 1 r N WATER. MAIN C" Service Ins;alIatioti E?epair p_ Inspection ree,;.. SANITARY SEWER Service Instaiiecion i t repair © Inspection lee... . S (2 STORM SEWER service 0 Installation 11 0pair 0 Inspelcti.on Fee ......... � [j TELEVISION. CABLE Installation p" RcPair © Other ln%pett lon Fee....$_�, i] TELEPHONE UNDERWOUNDING .. Insta7 folios 0Re air p Repair C]' 'UTILITY POLE Installation © Repair p Inspection Subtotal. ACTIVITY `N'0TE5 PERMIT RESTORATION TOTAL y Permanent Surface 'Excavation.:.. $30-00. $$300.00 $330.00 Gravel Surface Ex.cava:.tion..:...'.. 30.00 150.00 i�f�.O4.. Non --traveled surface excav;at.i,in. 30.00 150.00 180.00 New concrete, wall: installation:... 5i1;0(1. -tl-- 50:00 z Concrete'uali:, curb & glitter 7 removal and/or r.eplacement<.:., 50..60 -0- 50.00 # Driveway qulvert installat.ion.., 30.00 -t7� 30.(}0 Driveway installa.tion........... 50.00. 150.00 200.00 " Restoration :Subtatal $ Permit Subtotal i �R�R Sewer permit. sub, s. to provisions required by Ordinance 216.0 EYVCas a4lnended and tt 1cipal Cade or -other City of Port. Angeles ordinance 1 a 1 A.. Single family residence..-. . .. , $75.OQ B. Multi family residence ...........:....: $75.00 for first dwelling mut and { l (Duplex, multi- unit, aparu"ents, $5.130. for each atltii.r Tonal unit trailer & auto .courts, motels). C. Ot:her: structur s........... gt}.{3D5 sq+ ft, of ground area for the first (Hotels, offica bldgs. , st ores, • • • F I00,0M sq, ft. and $0.0025 sq. ft. for churches,. schools, hospitals,reminder in excess of 100,000 sq. ft. ind.ustrialjcamercial bldgs.) In addition; $5.00 for each dwelling unit cfanbined therewith, with a mini tnT fee of i $75.00 and; a maxiam fee of.$750.00 D. Alteration, repair, cap o existing. sire sewer , .. I a E. Additional direcu connections, I # reconnections ........... S. as Ynitiai connections above F : Installation of Wtch ixisins or 1 jsimilar interceptors.................... $15.00,p2r unit $ r 7YPE AND. ME DE PIPE PLUMBING BING mm�bPr of fixtures .. .. .. .. .,...... $ Basic ermit Fee�'�3.00.�1us�?3,t] er fixiure�• �- r. 9 - ,[ - In oonafdarntloq of the granting of. permit,hia peiC, it: 1s further agreed Cy the nppElcanP that the .Parltllt total • .. •..'•_4. City a Port 6ngeles and aq7 of ice officers or e:a,ployeea shall be sared..harriless by the appli- - pl 'Cant from any liabilt tY or responsibility for any ,acCidant, loss or dn,oage to peraors or Pro- Restoration total.. 5I perty, liappaning or occurring as the proxinste. resyit of any, York undertaken under the terms" r,, @ } of this appllrattan and the perrit or permits which may be ",granted in respopse thereto, 'end T�a.t�Tr........ ..+.. •_ W _ 1 that all of. said liabilities are heretic assumed l.y the apPiicegt• Receipt No. _. Sagned _ Telephone.. No: 4 Ma i, l i.ng, Address I1.t. f e!!1 thN tM .ton P d PPl1 ant 14 tt..irE. Nn,t t -de � r' ,M wri , urJbH 1.. d'I.r tb. , P. .24 HOUR MINIMUM 'NOTICE T.ssuerl by REQUIRED PRIOR TO (late ,bl! ,iPi t ,lvq .ad . iNtr -Ib eM Pr J Ih . I eM- t.dt P! IM qt, .and 4.4 i - ': ' `rid, th9 rt.!)eu vl ,nl •,01/pL L: of it. [l l,., rl.1 SERVICE /gyp INSPECTION N EC ON 000000�' S3•rRRUIGiw i/E1 Fi�lSPL4TIUiino Pi trance - Cost of .repair ( from work order.,.: Work Order less amount deposited .. , .. ..... 4. Refund amount due permi.ttee ... $ Warrant No. z.:. Additional amount due City....5...:.... Recetpt I;NS[?I;G'f'OI '.S COPY White APPLICANT'S COPY pin OI r 10E COPY - canary � t��, ��� 1 e I;,• r!- �� [ - -.- ik.,i ar'q-. ...n q,.'-. 35'... .w'_ „Y� '= N 1POR A a� �o s (l9v c w oP{ APPLICATION FOR PERivilT Vi~ftMIT NR 1952MV at 110 1t /w.y� , iiE�1��liJKRIGHT—OF—WAY CONSTRUCTION. 'tVi.r 1'..1 '; `..,tl r I 1=CITE �R"f: it :f 1erl ramwssaornin r'. Lut. it.'Qit Of txrk Uri�uN :1T W�Ck pq .. j,i:1 Jx"t :� .r .: a f . ' 1 } t -tt: l':: .t, +a rF „)f?( 11t1✓rT � f._4 L(7-P4hk, +. t',arlCxa'tn> n;i?d* C)T; PC"ll}.IC". 1iilltfi fff'.3''f, 4, tYe'rf:irnan,r; Rand 4Ujuntr . VORK f]R13-1, i�;SJ©f c in':ur3nte dark $1XQU arrd loars $5f]0003 per::mj-ll itijutyr $4 U.f .0 # ca ;rr-idl-rlt, $Z7ItfibD prrjporty work fJ041 anr3 nitLA $200pff U p.rsp=Yal injury, rQ 4 p,r ixicii'znt, $1TJU.0C30 preporty fj.. ^erMittim, uncirr?A1nd:, that.3na eJr(?@k. ;,m-ay tip clu,cd to 'traffic iotlrrr aCul'vved Ly they City P.m)ine; r tvid t;hiftf or i?nl"ca'111dcairlratf=z givefl to V're CClief of. Virn Def.,=atmtrtf may ue cloyed to trarfie From to �`s'txE'L=t City ftlq:nver Chief of Police Fire Chief 0 LIATER ilim'mW Service 0 Installation L Repair p lnsper L lull Fe C, ;. ,. S r 0 stlraITARY .HVER service p Installation © Repir © Inspection Fee .... , ,$ C) 5TOrn 5EW.EP Service ❑ Installation p Repair 0 Inspection Fee...:'S ❑ TELEVISION CAOLE Installation 0 Repair p Other' InSpettionFee....$ 0 TEt.EPRDNE UNDERGROUNOIZ Installation r) Rixpa r: ❑ .UTIL13`Y POLE Installation p Repair .Q Inspection Subtotal. • •� A>LPIVITY i1'0Tr, S PERMIT RESTORATION TOTAL Permanent. Surface Excavation..'.. $30,00 $300.00 $530.00. '$ Gravel. :Surface Excavatidlt f .. ... '31 .00 150.00 180.00 1}an-Lray.efed surface.excasr€�t ion. 10.00 1:50,00 18.0.-00 New concreW walk ins.tallaLloax.. 50400 . -0- 50.00 Concrete:walk, eurb &•guE-Ler removal anal/or rep.lacement.... 50..00 =i3- 50.00 driveway c.11lverti' insf al.lai ion... 30.00 30.00. .. 1 Driveway installation ... . . .. 50,00 150.00 200..00 Res.tora�ion Subtotal 5 Permit$.ubbotal war�awr Sewer Permit subject to provisions required by:Grdinance 2160 ..SEWER.as amended and: the municipal 'Code or other City of port Rnyeles ordinance A. Single family. reside. . $75.Ot] R. Multi -family residence:.......... . $75.00 -or [:first &V11i g unit and .;.... (Dup7.eic, multi -unit:, apartir3enC5, '$S.CIL for earn addztional :unit trailer.& auto courts, motels) C. Ottler.strxictures .. $0.005 sq. It. of ground area for the first Obtels; office..bldgs.,.stores, 1001000 sq. ft. and $0.0025.sq. ft. kor cklurdies, schools, hospitals, remainder in excess: of 100,OW sq. ft: industrial/ca=rcia]. bldgs.) I1.addition, $5.00 for. ^�cb dwelling unit; cunEllneci theret,itl I with a minimmm ice of � , .- I $75. Q0 and a m iximm-n fee of $75a.00 i A. Alteration,, repair, cap of _�"`�"�' .• l i••�-�o�, r existing side setter A E. .Additimildirect connections, reconmections............... ..:........... Sane as W. tial connections alxn'e F. Installation of catch basins or s similar inter ptprs $15.00 per unit $ f TYRE ANp SITE U PIPE PLUMB] Number of fixfliresr.. ... g basic err„i.t fee 3.00 plus AL",or, f ixtuee >� In eanatderatiop.,of the granting. of. this'. permit, It. is: further agreed:.by the. applicant that, the Permi-L .toi:a'l Cltr of Port Angeles and and :or:its officers or empPraes shall be sgved.hermlesa hr the -appli- i'liabilitym{. e L ti erantts.or ro- a - en e� n aeefdest ]des o .demo 't • • r cant Fromor: a tna hSJit r a r. ��.. ... r s ! ! a p P 1�@.,zOratinn tQ c r r r P - ale � under ttla [erm - - n[ - au � fn �� park undr. t a . `} _petty, hippo rsg of � orcarrfog as the proximate ra It a[ any r _ of this -a li Cation. end. the permit or permits. Al th may be: ranted !n response phgrate, and. TOTAL. ... .. . . PP P P f g .-. .Y,.Y . ._ a.,., that all of: said. llaEIttles.are hereby assumed. br tle.apQltcant.._'. Receipt No. • -- _ Signed Tel .phone No.. -, i 'a Mailing Address 7' .'rhl Htfl tl.i w m I P e .rpli et i ; -W pe Its la fie 1 .. rM rs d"t,&W i. ae21![I 6. ,' r�.• ha. W". iiil ltecr �,n -24, -HOER: MINIMUM NOi10E. Issued by platy lr .r. W .0j"I ,e IM Ifrw of tm2 n -1 r PRIOR (�']] 7 T� rye 11111lira -..f- .M1•r1 lb IM amr f der REQUIRED flilUil TO !I'riC£ �. 4f P.r, 4,11 . Af .O,fYT, ,h.li f lilt, aft Man' J. d ,.rl 1. N.,7 rlar ,M , irl,mf�..Y rr,ir.,,..,. ,, t>. Cllr, It,!, ., r�fr.' SERVICE OR INSPECTION 'i 3i3i3i3f3i3t3F3�#3#3£313�??�rsF3f#3F3i3�##3F##3E#3frepair li�3i� of Work Order NU,„ � R - FinancenFinanceC � Crstrepair (fr:f>'m work order..... .$: Less amount deposited.......... :$ Rerund amount .due permit.tee....... $ Warrant Not .: f _s. AM pa>ar�un.t clue Cixy;,,; ..., Reccap4 INSPECTOR'S copy - I&i.t0 APPLICANT'S COPY - ;link OF-e E COPY - canary �. f._r APPLICATION FOR PERMIT PFR611T N° 1931 t7CW4Ar-`' (P-ririt tiar,10 ,m RIGI•iT-OF .Y VI'1Y CONSTRUC�:p-1 h F ir,�tk .ut �y i cr -t ,frr tior tern t ui sacL t t✓rnui ,gcn�, i ON lx . iixr;= 1 itr in i..rt: kltt as rT ra lc i ante f 3 nr rtFr k lIf fort Anni — !.r he �''uni ipal I. 1JpTk to kE+ tsrr,F,ieteq by 1 c�inan�e Location of w-,lrk. Cut;i,Yllf? 3nsitle tr.3�els_1 rl aou3 ,If LdatE } 1 Uai.ue of Uork to k,e pt?rfQrme# y witr,kn tra�elfil rc-sd�ay, co.mplt tt� ite is 3, 4 & Mj ItCll % 3, 4 E. S)(If candor 54',000, C lete 3. Contractor name � - 4. Performance Bond Amount OR PiTAI.1C l *OR Drf'T. S. Proaf Of insurance lvORiw OR&P Dark $2,000 and le s_: $50,0.00 personal injury, $1g0,000 per incident, $zo,Rp0 property uilzrk $ZyDCIO .and more: SM0,00[7 personal irr'ur �� 6. Permit.tee undet�tands that rep street may be closed $550,Lo 000 perfic incident, $louxfia propert/1e"Lid Police and notifications given to the Chief of fire Tlepartment approved'by the Clay Engineer and Chief of J utraffic. ay be closed to tffic. from (5tr�eet Pity.Lngineer Chief or police l 0 >+fATFR fIgIN Fire Chief Service ❑ Installation ❑ . Repair ""- ❑ SANITARY BE19ER Service P ❑ Inspection Fee—, 0 Installation .❑ Repair ❑ Inspectipn. Fee......, ❑ STORE SEWER Service © Installation ❑ Repair. © r � --_ © TELEVISION. CABLE .. Tnspe„ti.on Fe ..-.. Installation..._ p TELEPHONE WNOERGROUNDIM C1 Repair 0 Ctw InspecLi.on Fee'. Installation [] 1?ePair ❑ ❑ UTILITY PALE Installation p Repair , ZV 7'Y P ❑ I:.rspection Subtotal. �"` NOTES PERMIT 'RESTOR_ j1Tjoj TOTAL Permanent Surface Excavation; $30.00 Gravel Surface. Ixravarinn.,:....,, $300.00 $330.CG0. . Non -traveled surface excavation, an. 150.00 180.00 New C 11c'rete walk installation.. 40.O0 150.00 180.00 Con:creGe.walk, :curb & gutter 50'00 ._0- 50.00 removal `and/or replacement..., 50,00 Driveway culvert lnstallakion.. -0- 50.Oo i Driveway YnstaTlation...: .10, 10 -0- 30.00 50.00 150.00 200.00 Rra.storataon Subtotal _. Permit SubtaCalSEWER - $ Sewer Permit subject to provisions required by Ordinance 2160 as amended and the tnlcirygl Code qr other City of Port Angeles ordinance A, .Single fnmlly Xesidence... ' B 75.00 Pfillti >: ' i {blt!exaWlY residence.. .., $75.00 for first duelling unit alid + - apartments, $5.00 for each ,additional unit--~--�- { trailer & auto courts, r110te1$) C. Ocher structures ........ . $0.035 {. �liLOIS, office b7dgs., stores,'•. sq ft. of ground area the first i chtarhes, .scP P hools, has itals l�P sq- J t.: and $.0.0025 sq. ft. for rernainder in excess of 100,'(O sq. fL.. industtzal./Criim2lcial, 61dgs.� In addition, $5.00 for each dwelling unit € canhined t:herewi th, with a minimum fee. or t D. Alteration, re $75.00 and a. 111a)dRM fee of $750.00 pair, cap of • 1 existing side serer ... . ... $25.00 E. Additional direct Connectaions) t reconnections • • • : • • , • •, • .. 5'alti? Installation of catch o as initial connections above [aaains r , similar inLerceltors ..:... $15.00 per unit j{ p1 TYPE ANR SIZE OF PIPE 4 PLUMBING . Number of fixtures.. Basic erfnit'fee 3-f10 1us�� •"n..s' f in consideration of �� er FxlttilPG-� ' yl.. City a[ the greesting of thla perpitl It 1 1 further agreed by the eppl!cant that the y f kart Angeleo and an of its officers ar - !o eea .. - saved rural" a by the-appll- r4'Tmlt total. , , a� rani from any llehtlitY or reeponsi6rl'icl'for any accident, loos or daaa pertyis happening or andurring as the proNieate result of any work undertekrn under ge nahort pro - Res LOration Coral., ttll of this eppIication..and the permit or ;temps. whleh may te. granted V, r..,e,n 1 er the eaf terms i thst all .of said Siebilitled are TOTAL. kcr$by esauoed by the applicant, , • . , , Receipt No. $ Signed � •' Mailing Address Telephone �10,. ` inr {rsufr Fh r rM Err r•r.d „Ilu f + s ten won! to ee 1� ���sfw*o�lwtfG +•u�rrlrewF�aiU•.!ro�.liYnauf �!PP t 3er1ft.trt�aliNl�wm.a �.M,.�n r t!t'f�r•.l P�iPsI �tiIeu��.Np�se p P�7Vs., •�fd!!�oMf �,tr M�tf. rn�f�li�t6rl�lS�t,lFe.�llirF �I,klFet�! aiaFr�iy.r�.t•3. nI. 24 HOUR MINIMUM NOTIC�E�. Whiff REQUIRED PRIOR TO SERVICE OR INSPECTION�Dr.3ats�e l�y� . ... Finance Cost of repair (from work order, $ Less. amount . 5 o k Order No. lsq,a.tec[. .. � V Rofiind amount :dire permittCe,, Aedj..Lfnnal. amount due Cit:y.,- $ Warrant No., --4 INSPECTOR Is copy - nufrl C e ' l .. r . ! RecQJ pL No. AP } GIG�IN'l" b OCPY - pink OT',,IGh CONY � canary :�� APPLICATION FOR PERMIT PFRMIT N° .1:900 ADDRU&- f LoT T ii }('I (Print ntt Name) ) D�{-(y ��.y'yi ��[/y�t�Y 9/�] /'A�•{ { Try/-�]— rri `r r! 1y Lr,)': t t1Jt- k:u;-, �ek'It" L- 'u!� ect. tI) ii iL,! iuti, .i ,IG iT—OF_Z;.Yl } { CONS R71 UC i iON li:';. L i -t lrl: 1i3j 3f•, Sf1i'es �I�r�7 1.� 'j rY:ilif { r'��. tf-F' iraltiSiilf%i ''�.'�.t�i ntt:r'z ',yty >af i�ntt Rn",rlr.; r;rliirl.-arlcn ' I�I�mm�lnlalllfsrl,naionr�a�a�saanooir��as�anaatras� 1. tlurk tr* i-.r.' �:n;,il,Y:i'krrd tty �tl.3j:e} {;!uc"4fXP . .C].LJf, 41"i 40 lulr . I{S:4W9 {1! Y.r. r-cmglloto ltr-rr,;, 3, It S. S) valuh fit worir to nc. 1iVrfir7ed (it UL-;-r V,tri% r:137,P1vt.' itLM, h S)(If undor $2JJJI�,_ c:�rete . il'c m F?) -i. r.ontxartor ,nart. c:3 [L- f �rOR U'ORKS 111 1 e� 4.: Perrprman> o Bond Amount — - - P[TBLIC DEPT. I4'{7Rh' ORDER S. Proof of insurance # Work $2,BI10 and Jess: $59,00U.pttrsunal injury, �ii]�i,00B per inclt6Int, $20,vou Property � work $2,i]00 °. !/ %� and morn; sna,f]on ru? ional injury, $500.0OU pvr incidcnt, Q%.000 prppEtrt 5. Prrrrlittee under.:itands that no street may be t:ioned.to traffic. unin,r aRtrraued'by trio City engineer and Chief of Pekoe and notirications given to the Eliot of fire Oppartment may be cltises5 to traffic from to (street City Engineer Chief of police. Para Chfer 0 WATER MAIN . Service ❑ Installation p. Repair 0 ]nspeCtion. Foe......;,.$ p sANiTARY SEVER 5csvice p Installation p Fiisp.air .p Insi7CcL.ion 'Fee. ........,5. ❑ STORM SEWER Service .0 Installation ❑ Repair ❑ Inspectii.oll Fee.........$ p TELEVISION CABLE Installation ❑ Repair 0 Other Inspection lee..,,:.$ ❑ TELEPHONE UNDERGROUNn;ENG ... Installation p Repair: j] .0. UTILITY- POLE Installation ❑ Repair p Insper tion Subtotal... ACTIVITY NOTES PERMIT RESTORATION TOTXL Permanent Surface Excavation..... $30.00. $300.00 $330..00 ..� Gravel Surface Excavation.,..... — 30."00 150.:00 180.00 Non-triveled..surfar:e excavation: 311.00 15.0.00 180.00 New concrete .walls installation.. 50.00 -0,. 50.00. Concrete walk, curb &;gutter { removal; . and;/or repjaceme.nt;.:..: 5..0.00 -U- 50.00 :f Driveway culvert. insro.11ation... 30.00 -0- 30.00 0riueway installation..... .Res 50.00 150400 200..00 oration.Subto al S �:. Permit Su'a.tolral . .:.:.. Sewer garmit subject to provisions required by Ordinance 2160,,.. SEWER. .ER.. as amended and the Municipal Code .or other City of Port Angeles ordinance 'i A. Single family resi:dence•.. $75 00 f B %lti family residence....... ... . $75.00 for first 4elling unit; and (Duplex; r titi=unit, apartments, $5.00 for each.aaditi'onat Unit trailer &:auto :courts, motels) C: Other structures........... ...............so.a05 sq. Ft. of ground arw 'for the first: M (Ilote7s; office bldgs., stores, 1U0,000.sq. ft..and $0.0025 sq. ft. for churches„ schools.. hospitals, remainder i.n excess of 100,000.sq. ft. ,i Industrial/caanercial, bl-dgs.) In addition, :$5.03 for each :d%elling unit combined therewith, with a minima fee of $75.OU and :a nakirain fee. of $750.00 : O.. Alteration, repair, rap of a existing side seh+er .. $25.00 f i E. Additiorlal.direct connectissns, reconnErtions .. .. ,:. .;. Same. as initial cnnnections.above i C installation of catch basins or E similar interceptors...._..- $15.00 per unit $. tl uhFti� anal — a TYPE AND SIZE OF PIPE PL`�MBINGNIxILbFT or fixtures : - -- $ • ..- ............. .. (Ranic Kermit fee 33:t3QaPiiwS�IQra,Ow j;r fixture} -_- iiF-fn -al""� ! consideration ranting or this permit, it it [uiiher sgread.�by the applicant that the Permit total s 1 city Angeles. anj ... Cityo[-Por>= AnRplea.and 4ny6F its oilieera or explmyees shell be-aaved'harmless':by'the app11- ' ' - . cant from nny liability or responsibility for any accident, .loss or dnrage to persona or pro- Restoraflon tonal'. 4 it - party, happening or 'occurring .as the ptoxicmte remit of any 'rork undertaken under the terms of this application, and the pareit or permits which may be „canted irz �(t response thereto, and TOTAL ........-.:,,.., . that all o[ :said liabilities are hereby assumed Eby :the sppiieant. RBCE'l.�t: No. i Signed Telephone'No. � flailing Address (�- ' rhl.. '[ tl ll 1h. Ih - 7b ...4 „11 t 1 II —I. -1 NAIIt 14 a - - , ,h win 1 .rrlh.A 1 .., ro• Ihr „r. i ,ir .ir l.nitn Lkh 24 HOUR MINIMUM NOTICE Issued by. ptl.[t IP ,rPP[N . h'.,:1 t4 fhl l[n. .r Iht •oi••.+PI Stht.ir.1 ]1. ... la. ypll[nl.n ..1 .4frri'r. ik rro,441W' 1 <h. ke4t.i tit Ct1, REQUIRED PRIOR iO. Date � - I Pori Iertln..n1 .p n{PF V� 111N W...41 .NII M 4-9 111. ter•- •" ' -e{ - r11..1h: rMl.lhnh .n .. p f aN1uH..L.. of iM.:gq...5nu .r .iaaal t ., ..,. SERVICE OR INSPECTION . FinanCe - Cost of repair (from work order... Work Order No. -amountLess -� Refund amountedue. permit.tee .._ .,... Wa.reant No.. Additional amount [due Ci s .. vn m LY • . $ Receipt t�.ct:. INSPECTOR'S COPY - wh;ite APP.LTCANT'S COPY - Pink.� . 0FF1C.I; COPY -•canary 3 r CITY OF PORT ANGELS DEPARTMENT OF PUBLIC WORKS .. ....... , INSPECTION REPORT .. .... . I q,. . APPLICATION FOR PERMIT PERMIT N°579 P= iPxxnt l�.xrl��) -'-- :ferrc3Pti rr�lI:4 .-1Pi1lltffzrarl er.�r tho.r Xr,lltitvllaL; f LRIGHT- of--wAy C�NSTRUCTl�1V �';t r-clt 3r x fir,-,t.rl:rtinn {�E.rr,ft r i� t to se rF ,ltin; aF:Iwx ]'!. h'i +�d'�if, lTlGfi1�} a5 dl7'!;i~I-.��1 .nti trli ,3r E'Yh.r;r ! 1.'-.v �F 4'r,rl. Ar. nirry "rM_r1:inrr>} 1. Wnxk Ia u t.�fTp1L terl lly\ji 2. LOCatiorl taf work• .Oucs3lc r:stsie tr,�yelLd raad;at (ii I itr,xn tr.aurleq tri-lrtaa c Valli" of .tat,rk to bp p£r(ormeri f Yr orrfjIeGe ttm 0) (If uer 52,�1a0, completo iter:s 6)(1f under. $2,04E1, ct siete 3. Contracto . naTe I. r r ,t { ' u.. Performanre nand Rrnnunt OR i'I.1Rl,IC voRK9 DI,PT, 5. Proof q, insurance l}'GR'f gkbl"R VOrlo $2,00CI and less; .1150,000 person3Work1 in'ut $1pL1,00p per ihl idont, $2tl,n[3U property Perm! $2,QI11Z and more; 3Z0[f,OUC! ftersonal iniury1 $5110,000 'per imident,. S100,A0�}. ro art S. pRtin ttee understands that no .!5 T(!6 may be closed to traffic unless a raver+ h p P y Police and notification, given to the Chief of:Firo Department pp y the City Engineer and Chief of may be caked to traffic `tram to {5treeij Cl:ty:tngineer Chief of Paiilte s Fire Chief. © BEATER MAIN (Service ❑ I.r�stallaticn ❑ SANITARY .FEWER Service r © repair © Inspection Fee...,.. .,. O. Installation ❑ Repair 0 Tnspecuion Fee........ Cl STORM 7 5EWER Service ❑ Iristallaticn p. Repair O . . 0 TELEUIS100i CABLE. P .. lnsjfect.ign :Fee ..,$ Srtstallotioii © , 0 fELEPIIUNE UNUEMRG GUN01NG Repair.. ❑ .. O.the,r I:nspe.ctlon fee,. , . .. W Installa.tion ❑ Repair ❑ C7 .. UTILITY PDLE Installation ❑ Repair ACTIVITY �. ❑ Tn:spectaOil Subtotal....$ DTrS E 1IIT RESTORATION TOTAir. Permaliont: Surface Gxcavat:iott � Gravel Surface Fxca.vaLion.... S3U:lJ(l $3(1Q.00 $330.0.0 Non"t:raveled ,surface excavation. 30. 00 150.00: 180.00 New CPncreLe kraut installation:.. A0.00 150.00 .150:00 50.00 . -0 5C .tiO Concrete walk,, curb.:P:gut.ter removal and/or replacement...: 5q,.00 Driveway culvert installation'". -n- 50.,00. Driveway install.ati4d:.......30.00 -0- 30.00 :..: 50.00 150.Oq 20o.00 Restoration Subtf)Lill $ Permit S.ubt-- t 1 $ R: Nrrla>_.s suDiect 'to prouisions required by Drdinanee 218U. as emended nd the t4unicipal Code or other City of Port Angeles ordinance l A. Single family .residence.. f : 13. 1hilLi-family res>dence:. ..$75.00 . . $75.00 for first du 211ing unit and `- (i 1plex, nallta unit, apartments, $5,00 far each additional unit -'-- - tr.3i].eT: r3ufO .ourts, motels) ! C. Dt-her l:sstructurzs.. .:s0:p05.:sq Et. o> ! Obte, office bld .. 8170md area for the first gs [:Stores; . 1001000.sq. ft. .and.$0.0025 sq. fts for churches,.sehools, hospitals, remainder in.. industrial/ctmrfereial bld excess of 103,000 sq.. ft, gs•) Tn addition; $5.00 for each duelling unit combined therewith,. with a millimtim Lee of 0t7 a 1). Al.Caration, repair, cap of fee a mixitmim fee of $750;00 f existing side mlx'x .................... $25.00 1 E. Additional direct coruieclions, retonnect:ions.. . F. Same as Ini,t:ial connection,, u Installation af.:cat:ch basins or r� above N -iniilar interceptors ....: $ per unit TYPE AND SIZE OF PIPE 0 PLUMBINC . Numtlpr of fixtures Basic ermit fee 3.00 ltis City or;deret;on of 5hr granting Of this permit, Lt is farther agreed .,by the app►[cent that. the ••• �- I_- City or Pere dnQelrti- and any of .its:.offitera..or employees Abell be oared Lermlras by e thahe py]i+ PLrm�.L total..... cant from..sny lfahiIity, ar responsibility. for any', accident,.. loss or damage to prrpons or-.pro- '� - prrtyr happening or. occurring :es the proxies[" result of any work undertaken wader the [pros ReSCOra.ti'on total of this apP11Cation and the permit or permits Qh![h may be _ _.. Y . that all of said abiiitirs arc hereby assumed by, the epplita�ranted in respan..se thereto, and TOTAL _ Signe g Recelpt•No. Telephone NO. Mailing Address tui..t 1111rP flux [h 6e - 'p .+d, 6,,1pg1 IF,Ir411d q Etf t. ad hjal}t ��J]y�t' bb `� �} �j:, NOTICE .r Ih 1ro F fa[tt Nd i .n6 I F th. i rrp . rM.n i [ht lPPll{ ilrt. [.[h -2M r1UEl L{ fl�{ItVr�iJ iil. :{r T f1 ry' 7., I M .Il ! l,aq�.q anh�et! I. n ! ra 1 Ih .P ri:rwldl M t - tM' /t �] O.J I♦, E " TL9s, d by ""'�G 'VL,✓�,'... � . II .,'PFall tlon-.n1 .;1 a [W Pnrlfl a f hr e.a, 1 V. CIl, REQUIREDPRIOR TO sf Part lnrrl - na n t6 s rn-ilt a Wi d.r t „ Pw d.-, .' " - S I r rlt eh pl,nlFlun. i;.nr .PP1u 6i t ..e[ ll ta,. Et.lr t .-,ra I)at.e �, �.. SERVICE OR INSPECTIONIr Finance - COSL of i'epa.ir (from worlc order,.,,, $ fJ # Lass..amount deeps ted 4dorls Order No. Re:f.urid .amount 'duo .perm? t1ga ....... _ Addftlonal amount~ due C.:ty... $ Warrant No, �. Receipt No. 1NSPfC.00R1S-copy - whJle APPLICANT'S [' PY. p OF 7C1: Copp # . j can�iry 04 . . , r ji V. CITY OFPORT A NGELES DEPARTMENT OFPUBLIC WORKS II IRMPT(n[il MCDno'" REQUEST.: Date. �_Time427766� „ ,.__Received b phone Location of Work to be inspected ) s- ) r /j `'" *:� , Name of person .requesting inspection A " Y'�,W , Y Address of person requesting inspection.�✓+"� r��'`{ �' i &I Phone Na. Type of Inspection (circle appropriate one): Permit No. "r Sewer Foundation Framing Chimney Plumbing Final Sewer Iwxcay. Other INSPECTION NOTES. - Inspected: Date' Remarks;. 5 , Z7L ` I .*- -, . I APPLICATION FOR PERMIT ni.�sl[ N° 1850. 0111dF.R LOT ��i, C`K �� � SCbTJl1'ISICf�t pie Ewa -y (t'rint Name. �-���a�-++�.�..iif:,, tl r';�3i�4 'z .1;7�1� Si-:ii 1i➢S! �f7T }:�4' .Frf} jt3kail:': RIGHTt�ntl WAY CONSTRUCTION��= x s s, -r to;.rrl i 3rrr;. �� � 1 �-�` r , ffFr11'r area 2iFf� '3 3'�k ieY � :aG+ t�i- �ur�iC.[q,�i L r 'v ntTnr T..ity of i'ort A [:ie (,r.'1r,ir4Cr i, dark to be campieted by Ls:rafrifsrt rf t:rart[S f]utai.dl-' Inslke ti'341r'lE"f IC'1 3r if vjtfiir Value of Uar.k to tie perfdnn ikh�n bj y. +,,.P.i:t= c➢ nz 3r 4. 3 5) 1f urztl.:,r 3. canto actor name - {}11 1'islil,TC 3i(1R1 5 .DI'.P'q': 4. Performance Bond Amount SvQC RYS ^D 5. Proof of insurance �"" -7 � � 1�p otk $2,fli]E3 nod. Et3Ssi $5I?,4 p peraenll injury., ;1Ltl,Gtili ;per irli izicllst,, $xl),pOL prapPrtj+ . Votk $2,nao and forge: $200 9 rcr::--inal Injury, $`:ail MT0 Pf!.r incident, SIOU.Oou property � M 6. Permittee understands that eta suet-t msy bn closed to traffic approved by the City Engineer. and Chief of .Pnlice and notifications given to ton Chief of Fire Department may be closed to tr`lffia from to (5.kreet City Engineer Chiefor Poilco Fire Chief C ATER MAC INService 'Installat,inn ❑ � nspec!':ioa 1'e+=...: .. .$ i 5EUER Service ❑ Installation ❑ Repoli ❑ ln:spect!on Fee.., ❑ STORM SEWER Service O Installation .❑ Pegair ❑ inspecti.on. Fee.$^ ❑ TELEVISION CABLF. Inst'410tion ❑ Repair O Other Inspection roe...$ � ' �_TELEPHONE PNIDERGROUNDING r., _ �,.qtallatian -.❑ Repair ❑ ❑ UTILrfY POLE Instaliatian 0 Repair p inspection Subtotal ...,$ ACTIVITY N07'F5 Pl?1tMI RESTORATION TOTAL, Permanent.. Surface r.xcavat,i.an.... .$30.00 $300..60 .. $330.00 Gravel Surface Excavation..... 30.00 150.00 180.00 Non -traveled surface excavation, 30)4.00 1:50.00 1,80.00 New. concrete walk installation- D:oO -p= 50.00 Concrete walk, curb Ft gutter removal and/or repiacemen't: 50.00 -0- 50.00. Driveway culvert. installaticsn... 30.00 -0- 3p.:00 Driveway install.ration.w.. 50.00 150:00 200.00 • .Resto.ration Subtotal .� Permit 'Subtotal- $ Sewer Permit subject to provisions zequirc"d by Ordinar:e il6D " gF=wr=R as amended and the municipal Code or other City of Port Angeles'ordinance A. Single.family 'residence.. ...... . $75.00 B. Nh ltiC family residence, . ' . .$75.OD: for first dwelling unit .and (Duplex; isallti ,obit, apartments, $5.00 .for each additional uni L trailer & auto courts, motels) C. Other stiuc�ilreS... .... ,. SO.005 sq. :ft. ':of;ground area: for .the first (Hotels office bld ••stores.. im M1 r f 1. r , sy4 t, anel SJ.C(}25 Sq.it. for ,_ churches, schools, hospitals reminder in excess of 100.,000 sq. £t: y industrial/r_am ercial hldgs.) In addition,. $ .CO far.each duelling unit combined therew.i th,. with a .minin m .fee of $75.00 and a maxinnrn fee of $750.00 D. Alteration, repair, cap of existing side sewer.._.... ... $MOD � j E Additional direct connec.tinns, reconnCCtio[Is.a.................. Same as initial Connection s above P. Installation of catch basins or si1>tilar interrept0ls .... $15.00 ter unit Ir, ;1 1 �� ,q `A �/-� TYPE .AND 512E OF PIPE y PLViil1�11Vtd Nunthar of fixtures ...... .... $ } 9asic ermit fee��3.OD��tus 2.0[]t+er fixture . - In consideration of:the -granting of thie..permit,. It. Is further agreed by. t_he'appl_[:¢nt that the. City of 'Pert Angeles and ant of 1t5 olflcers..nr employeershall he-Fated-hatialess by the appli. Permit .total- ....... -cn:tc fromtinyliability or. respgnaibilfty for any accident-. loss or doaage to persona or. pro- Restoration total - •y ,perky happenfcg:or occurring:as thq proxlmote-result of any vo.rk andert6en under -the terms - of this ; epplfaatipa and thepermitorpermitswhich may be granted In roapana¢:thereto, and -TOTAL....:. ... ie thot all of said .lfebilit! .are hereby aaaumed by the. applicant. Receipt NO:• Signed. j: g Telephone No. Mailing Address thl. WWI- , .MI fhr "tl oll:Ea[h t44 MOJRilNlf�ilM NOTICE issued T n[.Iw te th Mt. r k iM ae�Ien ' era r .,[a[- a(tp ej rUI ` L. a 1 r1 _ `t M; tM , 1 lan[ [ .T, [Nr I tM C., ; e [nl lAt t, a Mr .as [tie tE Re.. [ , f REQUI PRIOR.TO -Date ' _7 - per tA. rr.[N[W. it [n, trp1, mr 1[..f d. ¢[ ,. sue e. Pr'.r4 Ga....... SERVICE aR INVECTia1'� K Cinai7ce =Cost of repaYr (from work .order. $ Work Order No s, Less amount depos:ited...... gerund amount duo errnittee ,. . P $ lti�ar> An:k No, ilddidronal amount due City.; ...: � Recegq',t No. INSPECTOR'S S COPY - white APPLI.CANI" S COPY pink OF71C CO crin�j ry �° Q CITY OF PORT NGELE DEPARTMENT OF PUBLIC WORKS .. , INSPECTION REPORT .... REQUEST: . Date Received by (phone, person) Location of Work to be inspected Name, of parson requesting. inspection Address of person requesting inspection Phone No, Type of Inspection (circle appropriate one): • Permit No; SewerFoundation Framing Chimney Plumbing Final Sewer Excay. Other x�. } ' �:, x ' w .INSPECTION NOTES: Inspected: ,,Date. r a " _ Time r3 By ..a tL t� • .. . RESTORATION REQUIRED'....... YES NOS Q. will r ct.* , s - SURFACE RESTORATION. .. .. - SURFACE TYPE:` ❑ Unimp.rovcd ❑Gravel ❑ Aspf�ait ❑ PCG ❑ Other GG io �2-o Repaired' by City Work Order # �P/ 0 Repaired by Permittee (COMPLETE No Damage Found ❑ INCOMPLETE (Continue on reverse side if necessary) STREET SUPERINTENDENT (DATE) 2 1849' OwKE (Print Name) T ���,lc•rs•I,}nt.at�fa;, r,rJjJ] iY.<it l�+st flat tfJtr t r,i Ir.;siri��: �] RIGH`i"-�-OF-WAY CONSTRUCTION i=J. r Ir�'�r }.� t �[ zii',� r rrt2lt;r; 3rm�t[-0 til �:•+,r rjP rr C.ily nl' I>nrt Art 1. [-1+ ar,le Work t11 b t GtRP.4 f,.f by .. inrthFI 7 Lo.Gatim Of work: r7tJt' ide 1r:,irirl :rau[alti arr•J ;..z r, Value of work to he erfclr�i i y. tiwa tZavvind rca�,,ay, cdmrsl>:te Iters 3, . S) itm } i.t s�u�r 2. [art C;roI Lr 3tc�; � .; .. r �t�{ t1• d C ��,tJ � CijrupAet�' 3. Camrattcr name G Pecformanc[: Sand Amount Sr Proof of in.ilrance WORK OR])11, Work $2,13fla and le:,s: $50,1100 Piers❑nal injury, $IQCItffil0, per $ItdidWty $ZOr011I?.prapert # t3ork $2,000 ,ind mare: 2,40, f]R persooal..in,jury, . s5aa,1303 pU, .ir;ciiient y &.. Perm%kter? uer5tardis that na street play .fie closed to traffic unless approved by theperty City :ErJ A011ce and nrtifioatinr* glVer, to the. Chief of Fire OPPartment girteer and 'Chief of (5Erest . rnag to closed to traffic from to,.. . City.. nglneer Chief of Police Fire Chief: 0: HATER MAIN Service 0" Installation © Repair K p 5ANi7 x ❑ Inspection Fee- .......$ ER Slzrvien Q Installation 0 it ❑ Iris iyctio i ee.. .. . , �IOfi SEIII�`Ef`i ` Service Fj` Installaiipn+� Inspct L ion ]"ee V S nTrAet.f installatias? p FaPair: Oth0. TELEpfMt UNdERORfIt tgDjNG erInspec tian req ..:..5 Installation © Repair ,0 0 UTILITY POLE Installation p Repair Inspection 5uhtotal.,.:$: a: ACTTV271i' NDTi S.. }'i;T Ki: TORr1Tl.ON Tq'I11. Permanent 'Surface Excavotz(3e M).00 $33q.: 1p $ Cravei.Surface rxCnvstbn...,... 30,0t1-150:a0 I�3q.gq Non -traveled .surface. excavation.. :i0.0) .350.00 30 00 New Concrete uialk installation- 50.00 50::00 Concrete. walk, curb & gutter ,. P 50Ofi ; 0- remoyaf and/or re 1a�cemEnt._.• 50:00 Driveway Culvert installatxOn... MOO -.Q- 30.00 Driveway install.a:tiori.,, ., 50:O0 150.00 200.00 .Rest.gra.tion.SubtoLa7. Permit :SuhLotal 1. .. ❑ SEUUER Seiler permit. subject te,prgvi:siJ7ns required 6y Ordinance 2IS0 Y( - as .amended and the Municipal code. or other City of port;Angelee ordinance g1e EaRa3y residence $75.(D A. Sin B, hfitlti-famtily residenq�... ... $75.00 :for first dWelling unit. and (Ihl'plex,, multi -unit, apartments, $5.00 for each additional unit tip.. &auto Courts, motels C.. Other structures.... ....._ ..... 9D.005,sq: ft. of ground arw far the first { (Hotels, Ofi�ice i it C'1s stores i t S of Ponr.�ti k n y �BGfGwoA'� APPLICATION FOR PERMIT . PERMIT N° •._ a tJp,CpO.sq. ft.:and $fi,.0025 sq. Et; for s churches, schools,.'fxpspjtaaU, rana.inder in excess OE 7.00OOD sq. itt, 5ndustrzal/ccrniiercial bld�s:) In 'addition, $5.00 for each dwelling.unx t. Caniaineci therewith, w1Lh a minimc>Rt 'fee of i . D. Alteration, repair, ea of $75.00 and a mix -bum fee of . $750,OD s existing side Seger.. P. ......... � laD i E. Additional direct connections, $?5 00 - reeonhectiocis ............. ... , : S3tne as initial c.oniiert(ans abovef.. Installation of catch E�asins•or ' K. simQ r inL.erceptors. ..;.. .$15...00 per unit i _ PLUgyp. TYPE gWo SIZE i1F .P1PC MBING Numbf-r of fixtures,.......................,, Basic ermit'fee.f] lus, 2,f30 er frxture •.•••, $ } In consideration of the of this permit; it is further agreed by tAa.applleant that the •••• City of Port iiigeles and any of Jim officers: cr employees nhah saved be sad haraless by the appll- rermlt CUCi�I, fit: tact from any liability or respnnsitiility for'any Accident. lops Or.damaBe to persons or ,pro— - {• .party, happening or ocoirring as the proximate result of any : -cork undertaken -under the cerwa Restoration total. - - i•' Of thi:c'epplltation and the parnit or permits which May- be Stan tedcln response ihireto,. and TpTAL, ;hat .all of sold llabi itien are hereby assuined b • .: . , , . • .. y y the applicant. - Ref_ Receipt No. � 1 . Signed .. Telephone No. �. Mailing Address , ... mJ �crri.'i•n tJ�S}ln 169 nu.e apv�t-. t'Htum d�e.ra4i: [rt aa - I . `,r[t.um pen. 24 HOUR. MINIM NOTICE issued tl t In. i.rat f',n• .1r1••• r aJ,tt a ,n iM . If arJle It •Ad a,hJ Ft a !1n q I i e eJtp. too, el :tibr. [try t 61 p 1 M J , n.d .6tEi RE r7r 1] f�1� f� 1!a U:r t J p lelil•a a - arr;ve.tJ b rrn,d:1 - ..RE UIRED PRIORJO .. ...+++��, .. .. -r• vJ,l Vn, o! . r aNab6[,. !.. al ,Ir rgr be-t..r:ry.val �Y�t� SERVICE 09 INSPECTION. / 5�y�y�y�XX X.�Cx�c �e 5�xxxy�x xyX�(X�Cxy�XX xXx y��cx,yrXX�C?L.�cxxi�xx}�3[s[7Cy�Xx y(x y�5E �2 yr y(X;cXyc7��[y�yy� y^y�y�}�y�y��(y Y.x y �cx yt �r ] l7 X?fX%Jr%%X?ciGX%XXXT,X�:<'CJc?CXXX?tXJCX�ir{�S}C]i�:4.XX�CX.7C%7SX�()i;�[i�XX7CXX,tsXXX�)C iC�%iC?t}{�X XXF]CX}iY:%X�h`XXitX%eC T'��cx��.�X�r�it%:t%. •f Finance - Cost of repair .( from work order. ; :. $ -� ldvrl< Order Na: r Less amount depasitecl.. $ ~ •- =� Refund amount due pe.rmaLtee•.. ;.: • WnVranL .No. c Additional amount due City... ..:. -. -. ReCeipt No.. �'IYISACCTOR' S. COPY - wh R to � r x - Lt, P�llCA1V7 S COPY - pink .. OC; 1CIa C(1':Yf Y:_' CITY OF PORT N G ELLS ]EPd�RTIIEII�' OF IC WORK iIV PECTION REPORT . .. , REQUEST; Date Time--- Received by _(phone, person) Location of Work to be inspected Name :of person requesting :inspection Address.of person. requesting inspection Phone. No.. Type of Inspection (circle appropriate one): permit No,�`# Sewer Foundation Framing Chimney Plumbing Final Sewericcav, Other}' ? -- ' I INSPECTION NOTES: Inspected: Date ...' . ��' ;l Time By J Remarks. a - - x 2p t'.J irJ � . � t�.' :' �' ,r�..� � .f`.R ''' +. .i x 1��e*i'., ,*-a •.�._t'r•,� r� 4 -en. - d %. CJ , %42 L': t.�rGdk rG' G2 f" ��i2 �l ril 1 X� ♦�!r r'y t"r sfJ � .�.�� � � .��f?�^ "' 5 V •Y`�C RESTORATION REQUIRED ..... YES NO ej IV' r2 ni C u a SURFACE. RESTORATION: E iiim roved ❑Gravel El Asphalt ❑ P.CC ❑ Other SURFACETYPE: [J S!J ❑ P rr ❑Re aired b City Work Or'rier # p y +y Repaired by Perrnittee [ COmPLET ❑.No Damage Found ❑ INCONIPLETE iContinue on reverse side if necessary) STREET SUPERINTENDENT {DATE) ii APPLICATION FOR PERMIT 1711 rh: (Print Namo ). �►f ti I74 . ►�J!� «• t F t _ f �1,- i'iii�:i•ti 3 1'a� if :f1 1.�tf1 3���C � �1••.- ± "1 1 •'rl.iii 1 l.$i* 3t -.! i} i' rr11f t'y i1 t;G 1; it ypr e i L l RIGHT--OF--WAY CONSTRUCTIONr it,T3I`f :3 1. Work to be ti rgw.iiltvd Oy � � � trdltl;i , : L atian Cf u'r k: iut-.: rr�= - iT: idt} _ tiavilE! 1.rei'l_:-y :Ix ;..r.,In tra,4 Jf'd r'fat..:.-,,, i;€i>"r)Ze-`f:• �x'1:-,'„i �� H I E�1 value of LLCrrlr til tG:' rr1rfufmr.L1 fit u�. .?*'-.G.t, c , { l+: t_' i(k' 3, N f rr'�{lj arr!er e,;`i f'f r�i`F1zGf,F! item E1 3 Contractor na..a OR LIU` ltORKi ; nEFT. r,. Pextoxmaro .Bear! F,rnaunt l, ORDER' 5.: Prryiyf or 'insurance 1 U.Drk $2,0G0 and lvn�.- $aq,QPCI peC5Pnal: injury, M0411g per 1. ,rl rnt. $2t lUr. property i'ldrk $2,0139 and mo;e: $206,000 per,'Ur.a1 Injurl, $50D,1109.per irlcident, $1130,00 prrferty 6. Permittee understands that no street, may by cln.vi to a.raffle un3e_:�. .1pproved by the City En jjTr see and Uilef of Police and ntltifications given to the Chief of fire Deoart4wnt may 5e cicl ed to trofflc Cram to .. �.fr. (s�re�t City Engltleer. Chief of ilolire flee Mier D WATER PIAM Service a InStallatiOn [j. RCPdT p Inspec-t:ion Fee. ....... ,$ ❑ SAXTARY SEQEfi Service 0 Installation ❑ Rvoir O. Inspection Fee.. _ .; ... $ - © 5TORX SEDER Seruice ❑ In;481letion ❑ Repair . ❑ Inspection ❑ : TELEVISIM GABLE Tnstallation o Repair ..p: ooer irispoc t iart l vit_, - . 7 TELEPHONE UNDERMUUNDIN6 Installation ❑ Rnpair Q LMLITY POLE Installation p Repalr :0 . Inspection Subtotal .... $_ ACTIVITY Norms KRIM u rogivrloN rotAL. l'Armaneui: Surface Exravataon..:., 530.00 $3c,n.i a $310.0 Gravel Surfaces Excavation ........ :30.00 150.00 180.00 i .. Non -traveled surface excavati.uan. M.00 f%ox0 100..00 Now concrete walk .ins.Lal.ltltion.. Sl 000 -f1- 50..00 Concrete i.lal.k curb & . gutter .. removal, and/or re,placemenL..... 50.00 -0- .50.00 Driveway culvert installation_ 30.00 --.0- .30,0Q l Driveway inSC#1.1)c1Ci.on.:....... 50.00 150.00 f 200 00 ,. Restoration ion Subtotal $ Permit Subtotal $ Server permit subject to provisions required bj Ordinance.2160 SE [TVER as amended.and the Minxcipal Code or other City.of Port Angeles .ordinance A Single. i arrziiy rnside ace : $75.00 -- - B. 'hula/ -family. residence nce................... . $75.00 fair first dwelling unit al'i$ {Wplex, mulrl unit; apartmwts, wpj.00 fur each addflrlal anal trailer & auto courts, motels) . C. Other stnic.ftlres..... ...... ........... $0.005 sq. ft. of growid area for the- first - ft els, office bldgs., store, 100,000 sq. ft: and $0;M sq. ft. for churches, schools,: hospitals, reminder in excess of 1CO,OD00 sq..ft4 industrial./Commercial bldss.) In addition,.$5.00 for each.d%elling unit combined therewith; with a minimum fee of $75.00 and a.maxintmi fee of: $750.00 1 D. Alteration, repair., cap of existing side sir. $25.00 ? E. Additional direct connections, reconaecttons...... ..... .......... Same as initial connections above ? r. .Installation of catch basins or . similar interceptors ..... ii.... $15.00 Per unit i ii 't p� TYPE AND SIZE OF PIPE PLl. MBING Numbear fixtures. S t . of ,; .... .. ........ Basic rmit fee 3:u0 lus��2.t3d er fixture ••• e? #' In Consideration .of the granting" of .thia Permit. ita furtheragreedby the applicant that. the Permit .totta:l...... City of Part Angeles And. any. of Its officers or employees shall be saved harmless by the appil- Centfrom any �ltabllity br teepgnsiblItty for any accident, lean or damage to Persons or pro Restoration tiat.al _ - perty. happening or occurringasthe proximate Yaault a any work undertaken uhaer the terms ` - - -p of this apptacation an pe nit or Perm ich cif tie _ granted In ' responaa thereto,. and TOTAh.- ... • • . .. i that all. of said-'li 1. .ore crab n med. alien licnnt. Y PP Receipt No. Signed ,.c-L.. Telephone No. Mail ing Addrol) - •ota 24 HOUR: MINIMUM M.N.OTIC.EIssued by -pn.lt. .� .. i e nteJ'Is1 enl;eiaq , C.! ear - .. ,A11 ! - . ... .. C11rr- -REQUIRED` OTO, D%le MrrnH.tM..e•t li1' ..a. 5r, +k ,irsr.tInt ao fr ti}.Ia terrbmir .r.l,..,e _- t 1 [ ,th.tlae Fraar . SECE:_OR-:INSPECTON .tee [M r qw_ or ,n, Irt!° ISr ta...r Ih Ri, T,e.,u P. , ..i.•,SERVICE I R(�V{XI r 3Y. 5[�-{ X xXyc y(xY %XXXX,7[Y7LXX}GXTI T.'K?: X,�X%7KX ,%XXX Y: %%7cXTr i4}:7G x}y xXX TX7C %]C 7C .. ?S YSX%FAXX%XXSr%�kGt�x }SXJ� XX �X P!mo KY2' o �r Finance Coll of re.pair (from.wor.k order.... $ Stork Order No. Less amout� t ciehos! t.esi .... ...... $' .-. . Reftfni] amount due fermittec..,.... V6r, rant NO. -- i - Addi ti..olui'l amount dui; Gi Cy:... ,:.... - - � Receipt ..No.. INSPECTOR'S COPY - White APPLICANT'S COPY pilik 01'I�ICL COPY Canary I .. - • �" . .. - ...malt L > h� r pi, � .... � .. ... .ii y`; � . �r , '!,::X ._ r la-.,r� _.. .. , .. � ... . ,..� , .5�.� a.� a;! i CITY OF PORT A'NGELES. DEPARTMENT OF PUBLIC WORKS ■ .... , ... INSPECTION REPORT ....... , . . REQUEzo I: date;..• Time:_a. Received by (phone, person) J.1i. Location of Work to be inspected Name of person requesting inspection Address of person requesting inspection Phone No. Type of Inspection (circle appropriate one. j: Permit No.. Sewer Foundation Framing Chimney Plumbing Final Sewer Excay. Other ? ,00 r f CI OF FORT ANGERES DEPARTMENT OF PUBLIC WORKS .. .. INSPECTION REPORT . , ..... . REQUEST . - Date r Date 2 /✓doh. Time Received. by ,,ev (Ptrun, person) vZky Location of Work to .be inspectecf lUame of person requesting ins.pectioo Z/ Address of person requesting inspection ����� � - Poole Na. Type:of Inspection (circle appropriate one): Permit No. Sewer Foundation Framing Chimney Plumbing Final Sewer Excay. Other .....+���`;� oq . : INSPECTION NOTES: Inspected: hate /1t Titne �gy Remarks:— 1645' dev esor,/ y .x. I CIF PORT AN,� � � DEPARTMENT OF PUBLIC V11C)RKS �� t • • • • . • • INSPECTION REPORT . ■ . ■ . REQUEST:. Date Time : 3-11arM Received b ,9/ I-1 6' f Y .phone, person} Location of Work to be inspected 0-1 e BSI Name of person requesting inspection Z>,f r h-le � Address of person requesting inspection ' C iq r- � Phone No. .�x : /G-s Type of Inspection (circle appropriate one) 1 Permit No. ewe;1 Foundation Framing. Chimney plumbing Final Sewer Excau. Other INSPECTION NOTES: Inspected: Date 1. By J � �ji� Remarks:.- aF pORr Ar,Pa 16. � �Getic wa�,s AP44 P.LICATI-ON FOR PERMIT PERMIT NR 1943� OWNER—, ADDRESS j i4i3`C... _ ao13iY 1CF l SUBDIVISION (Print Name)� i:f'ttr;a'y r 3iii ri�[�+� SE:ii iiJli itlr !ar i` iP.a} iralv$Ii *,2 11+,1 *-lit-IJ y r4l'f.i1Jrtlore pf.,17'iit. -q�j r�,*. tll .CiJJS l,n[sr; . EIRIGFrr OF WAY CONSTRUCTION ra, ,i1Fd hr rltfl,lnant,v 2lta a a nd + ,r,t tii[ TMu'icfp:l"i �-* nr rithrr ti'tv rsF Port #n:iri�., nr�Jihzr,.e. y��sJ 1.. Vark to be ctlmpl.eted tly {pstr_j 2. i.ocation fit work: Outsir"e it,-irfe trawfl-0 Zoavaau ;If t„rthin i ralJii£�1 raac*ray, :cpt�3ute itvns 3, A A 5 Value of voxk to qe performed K$I Jz1J�'r s-,cco, =t�'"n3ete ite.- ; -3, :4 7, 5)ilf ury.ier 32,f 0QU, carpILte �• item c � r �1! Contractor name �•L t]� Innuc im'RKS DEFT. 4. performance Bored Amount WORK ORDER 5. Proof of in8uranca 'p- wont $2,000 and lesf.; S50,OOQ orsonal injury, Slaq4000 per incident, M,000 propo ty /� �/-7� 0�r �-�/ , �`�� ��yy,, Walk S2,000 and more.. $200,00D. perear9al injury, $500,= per incldit n. t, $1013 QR0 prapert ,l3d,4 , �-r..ruC &. Perniitti:e understands that no street may be closed to traffic unlev. approued by thee L'it En inti Chxf f t Y 8 ear an Police and notifications giuen to the Chief of Fire Oepartment e o may be closed to traffic from to city Engineer Chief of police Fire Chief D WATER !RAIN Service D Installation ❑ Repair D inspection Fee......... l$ 0 SANIITARY SEWED Service El. Installation .❑ Repair D Inspection ree.........$ 0 970Rfl1 SEWER Service 0Installation ❑ Repair ❑ Iospecti on Fee... _ .... . r .0: TFLEVISION_CABLE Installation. D - Repair D Other Inspection Fao.. : 0 IMMUNE ullbERGROUNDINQ Installation 'p Repair 0 (:3. UTILITY POLC Installatiiiin. D Repair D Inspection Subtotal .... $ ACTIVITY NOTES PERM. RESTORATION 'TOTAL -Permanefit Surface Excavation...: $30..00 $300.00 $33Q..00 + Grave] Surface Excavation........ 3()..00 1.50.00 180.00 Non -traveled surface excavation. 30 00 150:..00 180,00 New concrete i�alk ins.i al:l.aL i an.. 50.00 -0- 50.00 Concrete walk,.C.urb & gutter . 7 t removal and/or replacement..:. 50.00 -O- 50.00 .A Driveway Driveway culvert installation,.. ?0:00 -Q_ 30.00 Driveway ilrsta2l€r.t on..... .R,es.toration 50..00 1:50..00 200.00 Subtotal $.. Permit subtotal $ 'i ❑ �+ t,1`' p �7EY.V�fZ Sewer permit subject to provisions required by Ordinance 2lBb w� tr��e� as. amended and the Mnicipat .Code or other, City of port Angeles ordinance A. :Singlet arily resiilerce- $75.0(i B. NIdti>,iamily residence + $75.00 for first-dlellir,(; unit and (Du 1' � p af, 11 IL, apartments, $5:00 for caul additional unit traUer & auto courts, motels) C. Other strictures .:...:................. $0.005 sq. ft, of.ground area for:the first (tioiels, office bldgs., stores; 100,000 sq. ft. and $0.0025 sq. ft. for churches, schools, hospitals, raTmnder in excess of 100,''O (O sq. f t. i odustriai/ca m erci al bldg.5.) In addition, $5.00 for ecich &elli ng unit: combined therewith, witil'a. mi.nimrm fee of rn d Y1.4. an a. maximum fee of $750.00 D. Alteration, —repair, cap of existing side setter $25.00 E. Additional dire+CL connections, reconnections . . Sarre as initial connections above F. installation of catch basing or similar interceptors ............... $15.00.per wilt ema�s n h�ari�r . TYPE IN0'5IZE OF PIPE PLUMBING . $ Number of fixtures......... .....:..:«.. ....... ....,::...,.... Basic ermit Fee' 3.00 ius 2.00 er f kttiCR '�, n �tir+®staeae�rwttJmwft ittatm In eansidvrntfoo of tha grmniing of. ,thin permit, it is further agreed by, the applicant that the. Fermis City of Pori Angeles and any or l itN officers or employees shall be saved Aarnleaa bythe spp11- - cant from. any liability or responsibility for any accident.. .leasor.damage_ to Perron or pro- ' party, IIATPenin);. or. occurring as.. the proximate result- ofanywotk undertaken: under the. tera,..Re$tOrEitZQn rota-1' of this applitatton and Or .permit. or permits which any be granted in response thereto, .and 'TOTAL.. . i .; ......'..... :that all of said liebllities ore hereby assumed by the applicant. . - Receipt.No. :Signed Telephone No. Mailing Address 7T7l t rlf il,l 1,4 ti.d fI r owe PPj1[.vt , r[.nfw 'p[a4[,. 1 _ae IlV�F1 MINIMUM NOTICE issued by Ja.a As ..a Jar .t,. w . h m In lh •r,lll lP t.r r T [r p[y, PRIOR fjR }� [•C',.N1r[Y iP ,A•l rsa .I. -lac lP 1-.[e[ Ie.J 14' Ii�QCIlR�Q J� jt�til'.rn. [r .PPPIP i.. ;.i ...14tl, letpaiM ir..4 1 ., a! e!r'cwr f YT:' `'K rJL�rM pPw[I f,•/+.f rq{. �t 1�:1ir l .cefrrge C[el.�<<t, r fA•,,..at. ""' SERVICE OR. INSPECTION Finance -- Cost or repair (.From work .order.. �. Work Order. No. less, amount deposited — .,Refund , ... . Refund aaiount: clue pgrmittee... $ ttiar'rtirit Ufa. s Additional amoullL due City......... $ Roca ta)t. No. INSI'1�CPiuls Con -- white APPLICAN'rls coy 4 ]nk Of; ICE: C(li'Y. canary s t CITY OF PL,iT ANGELES — PUBLIC WORKS " 1 BUILDING .DIVISION --- PERMIT APPLICATION � :� ' Date Received c4-I ! Date issued P1 Cr is a My Name Address City Phone Lic. No. "'• 2. Contractor Leh 3. Architect/Engr, — 4.Class of Work:_; New Addition Alteration ' Repair i=r Move i..J Demolition 5. Description of Work: 6. Type of Permit; f' Uilding . ; ; Plumbing Contractor No. Fixture Type Fee Valuation Water Closet Lavatory Permit Fee (J Bathtub Plan Check Fee (receipts# } Shower Investigation Fee Kitchen Sink Other boo 3' Disposer Total $ Receipt # Floor Drain T Floor Sink .Building Sq. Ft. Clothes Washer Occupancy Group urinal Occupant:.Load Water Heater No. of .Stories Dr. inking Fountain Type. of Construction Lawn Sprinkler Occupancy Permit Issued Date: Vacuum Breaker Legal Description:. Lot: —1 y Biock: 1-10 Solar Panels Subdivlsion %P y Other Land Use Zone Sub Total Lot Area Permit Fed Lot Coverage `%..: Sq: Ft_ Receipt It ... Total :$ C7 Sign Contractor C 'Mechanicai;Contractor Sign Type 1 2 3 No. Type. of Equipment Fee Illumination Elec.:Furnance Overall Height Heat Pump_ Sign Width Wood stove . Sign Height Oil Furnace Sq. Ft. Kitchen Hood Clearance Other Land Use Zone Fee Total $ Receipt; Receipt # Total $ APPL€CATIONACCEPL£08Y 0,1 PLANS CHECKEDSY APPROVER FOR IS5UANCEBY Special Conditions: _ Other Permits: Sewer - R/W Driveway Other . NOTICE A separate permit Is required for electrical: t his permit becornes null and Old It wprk.rr construction authorized is not communced within 18a.days, or if construction or work is suspenders or abandoned for a period of 18g days.al.any time after4ibrr, €s'.000i menced, I hereby teal ly chat I. have read and ekamimed:'.this appflcailon and know the same io be true and corfcot.Als provisions oflaws and ordinances governing this.typq of worlt will be complied with whelhers ecdied herein or.nol.'Thu gr g of; permit does hot prasirme to give aulhDrlfy'ty vi ancal time psavi ns f any other scalp pr'local law cpnptrparancool. nsir lion. #65jastConlraetorb[Authorlxod gent f alel Slgnalurp.otOwher;li ewner€s bulideII ��� sRafel 457.0411 EXL 120 INSPECTION RECORD PERMIT IT IS llNLA1NEUI< TO COVER INSULATE, OR OTHERWISE BEFORE INSPECTED & ACCEPTED. CONCEAL ANY WORK .24 HOUR NOTICE REQUIRED PRIOR T.O INSPECTIQN, pOST THIS I dN A CONSPICUOUS LOCATION,. APPROVED :PLANS MUS - NS.PECTPQN iECpRI .-OF INSPECTIONS. BE ON JOBSITE AT TIME: .Inspection Accepted Date Foundation Footings i ---- Inspector Corrections _ , I ITT OF SPORT AN ELE DEPARTMENT OF PUBLIC WORKS REQUCST: Date Received b4 .0 � h. . Y (phone, person}- -- ll Location of. Work .to bq inspected Name of person requesting inspection Address of person requesting inspections 6k' JGlr 1 :' Phone Type of Inspection (circle appropriate one); Perm' o. Sewer Foundation Irraming' Chimney Plumbing Final . Sewer Exca . Other _S� / u P A INSPECTION NOTES: _Inspected: Rate Time- By .%r %; Remarks. :;E1 S 1 LLB b M b S: fr s: S . RESTORATION REQUIRED :..... YES NO x s 7" o Pp,lcrt C e, �z 3 �r3�o a� ' nF poor R�,Q r APPLITION OR PERMIT S# N° 2. CI OWNER lr -7_ r,' SU13 IVISTOX �' y rt: AU�1fC:WOP(Print.liatpi�i) - -- aat rt t,t in lkc•s a1p�l11 it:,1t iu,a .t r r fire to116%.,-i Fr;ti`t -.1.�,�>r Cn;.'fLItSCtia3yl (yifFit V`1rt,�rt �[9 �S�JXyltir'+� - . 6GN1i'-CIF VIIAY CONSTRUCTi©h! F z � .,1.. y 14'111--Anr rl 466 il,;� r n and trv, T'Unicipal of fA! kr 4,'fty ;;F .shirt Am',FFIe; r,TE,�i1371�^E . !. Uork to be.rrutt{lleted by f,f;y'-a} `` .. .. -- P. -L.1]C ,1,;n."of wamt do iof - lri"iEr'v --t:ravelt;d rc!ILJWiv ('If 1-.ithifl ttZveleld rr3jr -iy., ct3iplete i.t1=m. S 3y A. & 5) 7 �+.f 'Value of warts to be pot fozmcd (If win VjL'.}'t1, co-lilrte ltl,rs S. 49 5)(If under $2,100, :coreplvte itchi 6). 3:. Contractor name OR PuB11c. WOMS Dr. -PT. 4. Performance Sand Amount _ WORK ORKR S. Proof r Insurance Work $2,000.and less: $50,0011 persona]: injury, $10U,COU pt-r iflCIUML, $20,6W ploperty Work $2,00.11 and more: $7.00,000 personal injury, $5[i0,000 Per incident, $1C16,000 property r 0. Permittee undt t•stand5 that no 'street may be closed to traffic unit:,: appr.o%ted by the City Engine . and Chief .of Police and notifib:itions divest to thc:Chief of Fizee Cepartnent . nay be closed to traffic from to j (Street City Engineer 'Chief of Police fire ChIeF %r 1 SEA MAIN Service d Installation p Repair Inspection .Pee. _ , ... 0 SANITARY SEWER. Service 0 Installation p Repair ❑ Inspection F(ee .. ..�ti STORM SLIER . Service 0 . Installation 0 Repair 0 Inspection ... :.� TCLEVISION CABLE .:Pee. Instaiiat ❑n 0 f�epair Other Iris ecUan Fee: o ❑ TELEPHONC.!lMOERGROUNDmr, Installation ❑ Repair p - 0 UTILI1Y POLE Installation p Repair p Ins'pecGkon Subtotal.. ..;:$ ACTIVITY xons PFRMT. . RMORATION 10TAls.. . Permanent -Surface Excavation.:. $30.00 000.00 $330.00 i Gravel Surface Excavation... 30.00 I50& no.-A0 Non -traveled surface excavation. M.00 150.00. 180.00 New concrete wall: installation.. 50.00 -Ow 50.00 I Concrete walk, :Curb.& gutter removal and/or repl:acentent... , .50.00 --a- 50.00 j f Driveway culvert installation... 30:.00. -0- 30.00 Driveway installntion.. . � •:Restoration 50.00 150.00, 200.r00 .Subtotal $ Perthit. Subtotal' SEWER.: Y ER.: Sewer permit subject to provisions required by Ordinance 2.160 as amended and . the Municipal. Code or other City of. ,Part Angeles ordinance k A :Single fanily.residence.. . $75 0 B. it6lltrfair4ily'residence...,. :. . . $75.00 for first duelling unit and ulti.-unit, arimeirs, Du felt, an- " pp $5.00 for eaeli additional _unit railer & auto courts, motels} C. t?tfler sGruCtures. sq. ...............: $O.05 ft. of grlkand area for the first • Obtol,s office bldis.,�stores, 100,000 sq ft. and $0 0025 sq. ft. for j churches., schools, hospitals, reminder in excess of 100,000 sq. ft. industrial:/ccirmrcial bldgs.) In addition, $5 CG for each dt elling unit JY canhined therewith, with a minimum fee of " $75.00.and a ma]aintm, fee of $750.00 D. Alteration, repa:ix, cap of 9 existing aid(l sey,er...... • -.• .. $25.00 Additional, direct. connections, t reconnections....„. ... :. initial. connections above - >i ..a .as , 1"- Installation of cFltch-:Uas .i ns. or _ s'uttildr i tercep era.. ... $75.0 n Co .......... .... ). per unit; .. Irfi ', �n „��w' TYPE AND :SIZE OF PIPE J0/I jv Ncgnb4 of fixtures .,... .:: ... ..... ...... .....:.. $ ❑ 0asic Clerrnit fee_$3.'00 n1us: 2.60 ter -fixture) m�aros� slime a he v tree®o all saw n s In conniteration of the granting of ,this permit, It ie�. further agreed by the applivint. that. the Perms. t City, of Port Angeles and anr: of its. officers or-axplolees shall be saved harmless nor the epyli- f gent from any 11aUlity or responsibility for .eny-accident:, loss or damage to persona or "pro- Restoration -total.. - r:.: party,- hsppcnang or occurring, as the proximate. result of any nark .undertaken under .the. terms , of this applaud on and tho erali. or VernEta which may. be granted In response thereto, sod i'OTAL _ • • • that it of told ,11ab111c ar herepj ass=t4: by the hpplieanti' Receipt l�a. Signed Telephone.No. Mai I ing Address .. 7 :: '7.L err,ltip .,fat tea a►10..nr! •,1.jtwt 1t prnlyd ,enl,. ,s Jo . ] MINIMUM ��t'i I NOTICE IM .6 . eelW In 10.11r lTr ,t1 relit t,rn:-Late ...�„4 HOUR. IY, I.IYIITIL.I� ri :rrR t x kt.d r..Ntl to Or I...a:.f tM- rlr l„ �,,, ,REQUIRED PRIOR TO Date _..`-. f- r 11 # bird, nd eB,At., irr.,lttd Wl.at.l, 0.11 M dm d ,. 0"', - et [�{r y'1C A'cn rn i 1' m'el sty-..JtW.011 1r. W. t6 till. st.i. if antral - - SERVICE iJC oyT INSPECTION L4TiI�I` '.! XL,yj�1�[i,��tN[GXSOi��\(y[Ix!1��(]rxL}I�J�1r.}ltU`�[X][x5��{,r '[K.��rXXXXXXXY?r'?s7i]t7i:iX?4X7t 7GX)S}C 7SX%c IC F{7G}�%74%ifX%lt;{Y{X ]Fh`%Xf7SXh'%iC%- XTC%XXXX>'CYC%%�JG 7SY.},':X%XYG'�G 7GX}:X]Sit 14XX�C ('XX%FX''+r-; �X� Finance Cast of. repair (from.wnrlt order $ Work Order No. E". .. ....: Less,.,amaun.t depnsi:ted $71 . Refund, oittottnt.due permlt0e ...... $ Warrant .:' t� Additional imOuilL clue City. ..:, :. $ p Receipt No. t',r+ ASPE'Cro 'S GOPY ••'white A)�PLTOAN'f'f G Y pink ,Jll'iCE�-COPY - Canaxy na>-+-,-,�r:,t�vr..r,,n�,•sus.•,-+.:iy.•.-..,a.�»T::�+ir;Rr,.n-,t.frwace»J,:1F,�«w.^rr��h�r.�-,•fey'•-+-�r.-rvi,y.lr�-r.�-.r..-mm•,;,+:.rN:crer,wr-#r.v-�r•-;.t•.wrw,r:^-7hv>w�+.�vr,+.,�..rr�%-sr+c�rvx+�.w.Ann•�m.�-n,�,-.r,y-nrrt��7,r�u.,iy CITY OF PORT ANGELES i DEPARTMENT OF .PUBLIC WORKS w - ...... INSPECTION REPORT, REQUEST: T. Date n= Time Received by ipbone, person). Location of Work to be. inspected 4 'I Name of person requesting inspection Address of. person requesting inspection Phone No. Type of Inspection (circle appropriate one); Permit 'No. Sewer Foundation Framing Chimney Plumbing Final Sewer Excay. Other u INSPECTION NOTES: Inspected: Date Time By y Remarks: RESTORATION. REQUIRED ... YES - No ee U SURFACE RESTORATION: ! SURFACE TYPE; {❑ Unimproved El Gravel ❑ Asphalt ❑ PCC �. ❑ Other. Re aged b Cit Won Under #" ❑ p y y ,a Cl Repaired by Permittee COMPLIwTE -]No Damage.Found ❑ IN GOMPLETE ra l�l (Continue on reverse side. if:necessary) STREET SUPERINTENDENT (PATE) s 4=� r �`_°`°° APPt_N,"ATIQN FOR. PLR,mT. PmimiT N2 202T ice, i]�'3rIt:P 0A ' / 013Es .: ... .. .. '... �. .�..-._-:-.�_ r �� i / / �{✓����i 3�f�i4. [V\1. ter.. i0p�tl 'i (Print N_3Mr:)'--..--.-.,-.' L.-. �_11,,tr>irl rrl>il:r.., ;tljyrlir :l i•r:• to s ti,r. ❑ RIGHT-OF-WAY CONSTRUCTIONt ',,° r, tv ,r{01r lriE ft2=� 66 - "r,� ;►t'.. i,M 3 r;;` r i r..tFtc r I:ly, s�P Pc1rt )l1a riia f rr tin rt�t 1 • Cork 1..0 L•n r urrij-11 "11 .tax (clot o3 2. I ation t;f volk Dut:,Ade Invide travtAvd rE t wa*, i it �Atf i7t tr,'iVt'Q1I >o:i&jy, r_O; riete itt tP fir , of i,,31k to t7E' parer?rred �If tru�_i it 6 5)(lf 31n4er U'r,20, r.C3tr'ple't£ 3. t')ntrackar namE t ... ()l2' 'IiFil.if Iti(IRK�; Lli'F'1', 4. t'1alfttzmariti! "Ora Amount , 4 -- , �{) AF?F( Flo. Proof of in5uranc::? Lank $2,r.)rlri ant, Its $50,1100 IIC'rtiarlal injury, $100400 pi?r incident, $211,000 Property � ISrk $2,rirl[1 ittU.inrrree $ Oq,itfiq Peer anal ir, jury. SS1 O,= per ncident, $100,000 .property t. f'i:rntittPr' unrre,rtitldr, that no .,t;rVr;t may hn closod.to.traefie unloi�u approved by the City Engineer and Chief of t'r;lrrV ,and PntiMatioll; gi.uen. to the thief at Fire t)ep,lrtml�nt may t1u r;lo5ed to traffit Prom to ? i;i ty) i.yinvvr _ -- Chief of Polito _ Fire Chief © trmm r7,11ri Service Q Installation 0 Repair ❑ Inspection pet • ..$ 0 SANITARY SWER 50rttice © Installation 0Repair ❑ FnSpectiori Fee ......... � _ © I,TtINIM UWE:11 5ervicv ❑ Installation b Repaii ❑ Inspection Pee_ ...:..$ Ia' lct.;l ffl5lq d CAHE:E: ' IrtaCallatiun 0 Aepait Cl Otler Inspection Fee. , ,$ O TELEPHONE 11N0LRGRGuPjDI.% Instellatitin ❑ Repair C ) p OtILITYPGa InsWlation 0 . Repair ❑ Inspection Subtot.e].,..-.$. ltiC3'.IVI7 Y Na..rl;'ca' PF_.-RHI RESTORATION - TOTAi. Permrancalt surforr f3Kcavtation..... a313.0() $300.00 $33G.00 i4 avel Surface F xcavat: loll... , .. , 1U.06 150.UO 160.00 V'Qn traveIVd surface excavitt 311n:.. .3(?.0[f I5CLOO 1804.00 NIOW c.nncrct+? wta].k 'rnstca]lat.itin.. 5(1.t7U -(1- 50.00 C.`onc'rao Wa.lk,Curb E't. iyilttr=r .. rhrnctvka). ;andlnr cc�n1�IG emr'ri.t ..... 50.00 0- 50.00 Drivelvay culvert Installtt toll.... 30.00 --0- 30.00 Driveway i rist�i} l.at .can . . , ; :. .ROSLorat 50.00 150.00 200..00 ion Subtotal $ Permit 5ubt6tal $ SEWER�+E{11►E Seiner permit subj'?ct to provisions required by Ordinance 2160 : Y i1 as amended .and tl a muraaOal Code nr Other City of Part Angeles ordinance A. gbgle family i'es.idenctT.::... . . . .:.....• . $75.0(l - t., i3. l`tu).ti=ft nil residence,.... y ..,........ $75.00 E'qr first i1u+elling unit and (Iiupleg, W10-tirtil., apelrtAK?nts, $5•(X) for mch additional unit. traller A ;lint) Mlfr(s, rmtels) C. OLiter� ;al, ructures... ..:.. •...:. $O:E i1 �. f t. of strnutd rti ca t for the: fir (FFIJtels, office U dgs•k stores, 1i30,00q s{: fL. and $o.(M5. scl. ft. rcr. ! ;;� CWrc)es,. schools, Impitfalt, rcmn`linder in eyxcts.9 of i()0,000 sq. ft. i:ndustMAI./crx!Wrr a,1 blcl&s.? In addition, $5.00 For each dwelling unit calibined therewil;lt, %dth a minjintin fce of i $75.00 sand a Itatx uuun :f(v. of $750.04 D. Al terrai ion,. rclssi.r,czp of , existing side sorer....... ......:..::. $25.OD E. Additional direct cwn.m.tJolts, , rMolnectloas. .•tM .. .....: .....S11110 its iati.ti sl C1xtnG,eCiglts talxave C. Installation car catch ba'si►>s nr � } similar :interc(Ttoi'..,,:...+....... ,.: $1.5.(X)rirr trot: $, r klI Mr1�Y�/��eA�^,AI�M�wAiN�7�1101111 Ilti F,Fnta PLUMIBIN TYPE ANp 5IZL OF PIPt rJlanUtar ra rlxtu>es :,. �r I� m t f it I'i�) l li.' rlfl e T .xt! rp ••• •• ..,.;. > in consideration or the ltontin or thin permit, it to rgraller nir+ed by the orilctlnt thAt .the f7tMCAI,I t total :... . .city, or Port Angdlett and any. q( its o0kcirif or edpipysns lhhlt be enyie} h"TIR rge by tl } _ a spoil.« - Cant .frua any liability or rnfpnnaltlility for .thy sttrda6tt Jobs at rtaseWe to prrnong or pro* Re tctr}atlnn tgt:cll • perty. hsppearag at dfcurrinR es the prostwata result or any. work urdertareu uhdor tbs lttgo -. �. [ j' or chip Application and the Permit or prrmito 01th may bi irint■d in r4npans4 t.her.tot pad TAL.... „ .. a .. o .. trah},.;t"uat Gr the, epplrcant, t�'ll:: , , .. . .. .that: n.l. of paid Ilat!tritite are ly_ 1 eCe3 pl� No.. $3 Sne(I - .� /')..-- �' 'i'o l ephone No. . Mai1.ia i; Addrrst4 ` - .,(., q "� a11M'- .h.1 14 0-If t-! ::I114W 1. 1r,Mun- r1 IIM IM a• . ,t...e,M 1.uoll" I .� to, t,. t11r.tl MM,.,n ,t» .trlu .il. r.., 2q HOUR. MINIMUM NOTICE l ssuc�cl by u„fir 1. ,.. W M ,'1 ti Ye lu , r t a, so..Mrt'-st .a•.l.l, / 1- ,M t - 1 A. Mae, rr I+..tl '. r r »IM b I.w.t, � REQUIRED PRIOR TO Doty l !ilia t :;1:�s: M:� r 01 r,rt. l..1... "11.1 r t V r• G;t r: l' :..a�.,.:; -i�r SERVICE. OR INSPECTION -�.� ;.° y�5CX1�5Cxx fC�y �C --:71X7CXX)iX}�A�k?S%��7i�3[.dSY!%X?:S?+"G%.�'Vi'�t i1 �t�7iXX5G 3ti'�?1 +����i`��r �.'�i•'�Inr a. u �'��i"'a�'�t �k Y�DC,�SI rKi �t7f �.��r)cwY'>R�t`�9�%r�27[;?S�l�dn�.')t yk r�iCXt�i�f'r'� `F nnuc.e - Cost of repair (ftrotr work ordor;. > Work Ordor No. Ir l I aironnG clelirrsatec]•,.,.,,...,,,.. Reflind 011101111( due j)tzrrlittt�i•,..,., $ l'rt.IrCklttt No AddILional ninoont due City '� •�* Revolp.l No, - f JN,SPMTOk.'S. COPY - w1.11-0 APPLICANT'S (::'lilts r, j,iltlw l: c:C}PY - clarratry All i:- .7771,_ _�y, "" I. CIT-1 F PORT ANC 7 ' Pm` DEPARtMENT" OF PUBLIC W ORKS ■ ■ , R . f • INSPECTION REPORT p REQUEST; Date /4 ~ � d " 7 Ttane e " ne) ,d, /l'. _,Received fay_. 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You &eAtta.ched '0 Under separate cover via the following iterrtsi boo C Shop drawings ❑ Prints. ❑ Plans ❑ Samples Ll Specifications o ,m - - ❑ , o of letter 0 ,�, ccua _ Change order . m -, COPIES DATE NO. DESCRIPTION s r r( (n) 17'� 4� 1 THESE. ARE TRANSMITTEDas checked below: ❑: For approval Cl Approved as submitted 0 Resubmit copies for approval or your use © Approved as noted © Submit copies .for distribution 0.. As requested C] Returned far corrections I=3 Return corrected prints Cl .For review and comment ❑ FOR BIDS DUE 19 p PRINTS RETURNED AFTER LOAN TO US REMARKS COPY T.q SiGNE raWpCE7�o1 rvcnA ia. Gdµ Wa 0117t if enclosures are. not as noted,_ kindly notify us at once. - , m® �ME SEEM fir No MEN 1 SENS IN rw1Rom 0. ■■ ®®®� ll®�.I2 MEN ■®EMI®®dr INS, am so Now El MITE 1.: x OEM k 1_Y • M1 rY / 1 ON EVEN MIN ON Ian■ ME Ell ®I Ml ■N ■n®vnl ■��O�l� MEE • r= • PROJECT s r, JC)B 1> 's tZ� Par.T AQ6LGS Crrj 44LL — Nekl (!OAJSKO 7 0A J u uGUST 19 1 9(o 414 r OLMSM6 A 1 260 F . _=, �D cr x&r to to Roos F, L'd•:S, ScE�r`QCP 0.17 rn1 �DG .., Pn17 Seace . '(SI/s..) -k.so _ _ .. ........ 30?ti�i110Yl— _ 30,OQ 1►20tic�+ , 1-1"i � s r�vQC tr1a11 tkf'e�i (.U4q+eJ spac ,45�0 in49- sac If Pr- , - WALE. S oard F 1. .. 1 sq4� . to a � } �� -Cad 4.3 A IF., = g o Al r- bo Ao x n` IST. ARKS DLtrS� D Sr.IfLFzc� O , 1 _ R0, RAF i A-wL SPAr-s- 1 s8 _ IIJS IAE 50 fLFRC-C— o . co 14 1p, our5�n F YA 1 " LJUC D �3�3 S,s.cf� SS To ow7-sr.uv i SIG 13, 1, To oirTsrGO f 410 r%•.2 70 ouTsio _ 5G>}c.&S. r fb' M IIC D fL.00L C7 .- tn tn, N. i G 9 ro i I 1p ". S ' lu .R r+ r+Z r � '* = fain ra C ,u..14k t (il 5'. 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L2 DATE 15 x. �auul inFea� Ide h7 L6S. 4(� PROJECT � ,� 8Y _.I?. t7L:PAG� SEATTLE, WASHINGTOPI SUE � ,� CK . lOF �: +T1 l i COMPUTATIONS JOB NO. �`'' z� PROJECT k�ov't �nG=fits C��t,� F{ c� i I SUBJECT 4�1rr�rr EL llf DATE 520� 5 128CP , MISKIMEM A55DCW-r S orualttin� ngcneFrs 5EATTU, WASHINGTUN BY a CK PA OF a� to r-+ a "{aa:-i ;.M l p: "76 OF �r n4.� �. I l 141 lb iA i4 I i f r 1 IITI jj II I..pl::P I P,11151Ci?y1EN ) IF A +50CIA7E5 COMNUTATIQNS JOB NO. �y' 2� _ ..,�,.,,. DATE ssAmf, PROJECT 'Pe LT ,AroaL65, SAG BY ,0 WASHINGTON SUBJECT OF 9 i �J x 0 ,4 i :M International Conference of Buldin g Qficias 1 .Or, D, St17: 08*�iELiEE.%VA5}1NGTON 96o05.1206051.9541 12505 BELLEVUE-REDMOND ROA R ` t pUP�11C WORKS DEPT. . E�IRIED r3 D�t8b- rr OFFICES OF � JRRYJAARBENARAG,EPR E1EOMAbBOARDOFDIR 0 CITY EtiGiNEEtt FRANKS, NAT%;UHARA,P.E, q P. CHAIRMAN REGIONAL ENt'aINEER MARKR.RODI,IAN Ck fr7 QIRECiOR.BUILOSNGS£RVICSS •;-�^�'' CNARLESJ.IMILL1AfAS,PE 11. S0-,' y :r� i REGIONALENGSNEER Q�.. SPRINGFIELO;ILLINOIS ,�. r�-r"' Iz . FIRST VICE-CHAIRMAN ;{ .�.' '•. WR l ' i CHARLESCIAWSON ii DIRECTOROFCOMMUNXY 0 to r .2 �. 1986 BUILDlN13 i y.L .w DEVELOPMWF . 1� ma 43. ApaNGTON,7£xA$�WE Ah1G jx ,m SECONOVICE-CHAIRMAN�E E O GO WILLIAm I- SCHLECHT. C ©.0: _ jf yid :61. �... BUILDINGOFFtctAL Larry Ro..initj' �/ r 1 COUNTY-OF.WASHINGTON.. . 1 ... . s "ti HILLSBDRa,aRECaON l3uilding �. Zoning. Adm nistratiort rF iA I 4j[ IMMEDIATE PAST CHAIRMAN 14.0 w front 90 DAVIDA.BASSETT,QE.,C.a.o, Port Angeles. 'wA 96362 BUILDING SAFETY DIRECTOR L I t MEDFORD OREGOi1 a BOB FOWL Si PE,AI.A,.C.8.0.. Plan .CheCi4. 2002 i OIREGToRoFBU$LDINGINSPECTION pro eCt: port Angeles City Hall t ABILENE.TE7CA5 JAN P. GASTERLAND BUILDINGCODE,OFFICER Dead' Mr.. Romig ST. PAUL MINNESOTA PHILLIPM,HERRINGTON.c:B.O• The following are the structural comments for the above DIRECTOR. DEPARTMENT OF ,.� BuILDINGANosAFsrr mentioned project, the no comments of which I RENo.NEVADA you received recently: Most of them require changes I to the plan and`/or specifications which should be done .� DOUGU+SE.HOOD, C.6.0; BUILDSNGOFFICIAL S COLORADO.RIVEWNDIANTRIBES on . a new plan and returned t0 me for a, recheck. : PARKER; ARIZONA soLJ.JACDI3S.RIc a GENERAL COMMENTS. DIRECTOR OFINSPECTIO. ` tANNEAPOLIS MINNESOTA JAMESL. MANSOII,C-8.0, I. Exposure "B" was assumed in the wind design. This DIRECTOR, DEPARTMENT OF I BUILOINGAND.SAFE7Y Should be verified with .site conditions. Section 2311(c). COUNTYOFSPOKANE SPOKANE, WASHLNGTON g ASiCHAELI•NOLTE,c.g.o: 2, Special inspection should be: provided :for the followin ' SUILDINGOFFICIAL CRESWEL! ORFGON, a• Concrete. Section 306[a)1. JAMES n,SINGLETON, C;8.0, BUILDING SAFETY ADMINISTRATOR TUC..SON,ARIZONA b, high strength bolt installation.Sectia;n. 306 (a) 5 BRENT SNYDER, C,8,0, PAGIFICA,CALIFOpNIA C. The subgrad.e inspection prior to place BUILDING OFFICIAL ment .of the RONAEDR.TREMBLAY;B:EA. compacted fill blanket. Section ,306(.a)11.. BuILDING OFFICIAL ASSARIA, KAN5AS rt should provide. additional recommendations 3. The soil repo STANLEY WHEELER. C•8.0•points. '. 'I. SUILDINGOFFICIAU on the fol.lotir ing FIRE MARSHAL ' LIVERMORE, CALIFORNIA EUGENEJ.ZELLER,PE,C80 a• The minimum width of the cobe cimpact gravel blanket SUPERINTENDEHTOFBUILOSNG under the footings should .efine:d: AND SAFETY LONG BEACH. CALIFORN?A b• Question: is drainage of th tatmo sturle�eGessary? ao.QnFur The subgrade appears Main Office: 53G0 South WorkmanMill}tdaci e ,whinier, California 90601 • (213) C)99-054 4• A soil report of the satisfactor to you should be submy placement of the compacted fill acceptable itted, Section 2903(a) 5` The prefabricated roof trusses, wood joists, and the welded should be. constructed Fay fabricators a 306(f), pproved and registered bsteel components Y you. Section 6. We suggest you require ti11AB0 cer#hied welders,. Se Sheet So.1. a structural notes, 7• The prefabricated wood trusses with metal plates s of the quality control agent 1 inspection of the Y that provides the required nonscheduled Stamp j plant. Section 2510 (h) . (See AA 579.) 1 DESIGN 1, Complete design and details. of the prefabricate d :roof trusses should be roti,• r. s. by a Washington State .registe.red engineer may be required for trusses exceeding a span of 35', Standard 25-17, p riled• Special beef resign. Also, trusses that are part of the brat raSection 25- 7735 USC } f correlated so that the web elements are consistent with su if to pp g system should p chord su , ort trusses are used, should examined at the su horizontal shear in the. p ports.. Also.; pport. See A, D/A3.2. p chord x. The foundation design calculations should .be Provided. 3• The column base P ed. the base plates for the bracing ��leshould rtsl ub e provided. This sh Toads, der maximum vertical and uplift ould e 4• The ,specifications, structural details, and substantiating. the computer floor system should be provided. See Detail 1.4 rng calculations for $• The weights: and the location of all the meth /A9.4. and in the mechanical room floor should be elements can be reviewed for adecluaey, Thisapical equipment on the roof equipment on the lower roof of the 'existingprovided so that the support also applies to the new gym building. • The sprinkler plans and the sprinkler support details should be provided. See Item 71, Table 2313; 7.. The 3- ,1 i l8 x 13-gl'1 glu-lam beam spanning 2o, on Line D 76 to 77 is overstressed Ff from grid line Sheet S2,3, the trusses span north -south. $• Footings should be provided under the stairwell walls Sheet S1.2, at :Stair #Fz, See, Plan Check 2002 Larry Romig October .29, 19B6 Page Three 9. The existing footing removal should be justified as well as the eccentrically loaded footing shown on Detail MIS4.1. 10. The floor -lower roof diaphragms should :be justified at the opening between grid line 13+41 and grid line 17. See .Sheet S2.1 a. The lower roof appears inadequate to span 72' for north -south wind load on the :south side. The diaphragm is top shallow and diaphragm flange continuity is not provided. b. The floor diaphragm on the north side of the opening should be justified to support the tributary shear to the brace frame on grid line 16. Diaphragm shear should be reviewed and the. diaphragm flange continuity :should ..be maintained. 11.. All braced frame connections should be designed without the 113 increase { in stresses,. The submitted calculations do not reflect this requirement. Section 231.2.(j)1 G. 12. The load on the 4--1" diameter anchor bolts exceeds theallowable values in 1 Table 26G for .shear and tension. See Detail 21S4.1 and the frames on grid lines 5, 9, 12, and 16. (The shear and uplift loads are in the order of 36.6 kip and 56.7.kip respectively.) :3 13. The design analysis for connections K, R, HJS4.2 should be provided. 9 A more direct shear transfer appears advisable between the upper column base plate and the projecting portion of the 3/0 side plates. 14. There are no allowable values for cross grain tension for the glu--laminated beams that are part of the braced frames. Calculations show axial tension in j the vertical elements of the braced frames in the order of 5o laps in grid line D and 67 kips on grid line 16. Also, the bolts working perpendicular to e loads.. It would appear resist these I of have sufficient strength to r pP grain -don g advisable to have the steel column continuous through the joint instead. of the wood glu-lam beams. See K, E, RIS4.2. 15. The braced frames other than those mentioned in item .14 above have diagonal braces at the first level connected to the columns at the base and therefore have less uplift Ioad across the gl.u-lam beams but where the dead loads of the roof are minimal., the bolts working perpendicular to grain are l overstressed. All :connections should be reviewed for this load. See Detail E1.54. 3 at grid lines 5i 9, 12IC. on Sheet S2.1. Note that the 1 /3 increase in bolt values should not be permitted per Section 2312(j)1G and the uplift load should be increased by 1.25, i i..{ rW. 44 k ', •I bo ' I Plan Check 2.002 ;! to O: Larry Romig October 29, 1986 m Y+ *a Page Four A1rs, . �+ .o , load analysis against the wall at the north entry Should be provided. "Police See Police Wing North Elevation" tl on Sheet A3.1, a 17. The fiberglass roof and the trusses over the landscaped mall should be investigated for net wind uplift and be anchored accordingly. Table 23H. J,a R J Detalls .of the fasteners and the anchors should be shown. 18. The distribution_ analysis of the seismic shear on line D for. east --west 44 , I� i seismic load on the 3 braced frames should be provided. The braced frame located between line 15. grid and 16 may be stiffer than the bents at grid j line 6 and 7and line 10 1 U' grid and I ] . See .Sheet S1.1. fit. 1 19. The calculations for the force in the diagonal brace for the bents on line ' D appears incorrect: ¢/ a. The force in the diagonal brace should be F = 24.3 x 15,812 = 71,; not 32.9 kip (grid line.6 to 7) 7.312 cos 42.4 Also: i F = 24.3 x 15.812 65.1; not 30".1 (grid line 15-16) 7.31.2 cos 36.2 i 1 b. The moment in. the TS14 x 6 x I column shouid be 8.5 x. 24.3 206.5 i foot kips.; not 124.4 foot kips. A reanalysis should be provided. DETAILS 1. The prefabricated joists are evaluated under NER 200. Joist details should be provided which correlate with the report.f f z: The floor framing details at Room 217 should be shown. See Sheet A2.3 and .52.1. 3. The. connection of the hip beam (6-3/411 x 2411) to the GL 8--3/4" x 3611 located over the council chambers should be clarified.. See Sheet S2.1. E 4. The roof framing. at the east end of the second (loos~ should be clarified. � See Sheet S2.3. 5. The detail mark for the braced frame on line 5 appears incorrect (detail RS4.2 in lieu of RS4.3) 6• The detail at the Luse of thl-- braced frame located 'on grid line 16 between. grid lines C andD should be provided. See Sheet S1.1. Plan Check. 2002 Larry Romig October 29, y 98. Page Five 7. Details of the support and the reinforcement at the perimeter of the new PP +� openings in, the existing masonry gall should be provided. See 'Sheet A2.1.. �. �r B. The column should be -shown below the glu-lam beam on Detail RIS4.2.. See grid. Vine 9 on Sheet 52.1. as .. .9. The detail of the braced framr: on grid Line 1 from grid line 13+4 to grid q4 W dine C should be provided and be marked on the plans. See Sheet $1.2 and SZ.2. - l� ^^ta W"4 " f An invoicefor this plan checking service will be forwarded to you under separate cover based on the valuation of $2,250,000. 1-4 0 , I am retaining all data and plans in. anticipation of telephone calls from the designer and also th,-t I will be doing the recheck. l am. taking the liberty .of sending a copy of this plan checking list directly to him. Please instruct him to indicate on.a separate sheet on which sheet or detail the j corrections may be found. Please feel free to contact us if there are any i questions. Very truly yours, i Frank S. Natsuhara, P.E. Regional Engineer hmm c/Arai Jackson l I fa to fi International Conference of Building Officials C+. REGIONAL OFFICE: 12-503BEL EVUE-REONIONDROAO.SNIT.E20a1FSLILEVUE.1VASH114GTO,Nt.ff3C050120614i1-9541 .,� rt r-I P0l3c{C a BOARD OF DIRECTORS RELIVED1)A1E tali O t M #]a '' ClidlRl,SAN ` MARKR.'RDDMAN aKtEaOR. OIRECTOR:'BUILOINaSERVICE C17Y ENGINEER eM SPHINGFIELDALUNGIS OFflCEti�GEZ 4 d, FIR$TVICE-CHAIRMAN SOLID WAWCtOI l.. CHBHLCS.CUINSON _D113ECTORCFCOMMUNV SEY25;/WA1ER OFKIGESOF JERRY J. BARBERA. RE. REGIONALMANAGER FRANK S. NATSUHARA, F%- REGIONAL ENGINEER CHARLE$J, WILLIAM3, P.L. REGIONAL ENGINE r era DEVELOPMEitT . ARLINGTON.TEXAS SwEr Plan Check: 2002. m SECOND VICE� AIRMAN 13ll=Nrl - Project: Port _Angeles City Hall t o to V1 WILLIAMF,SCHLECHT,C.B4O. Address- Port Angeles, WA BUILDINGOFFICIAL COUNTYOFWhSHINGTON Code lnfbrmatialn: IV hlTl AZ. i ;. and i tilULSBORO'OREGON N spry A-3/. —Z Cf a-1 F• ,>M .ty WMEDIATE PAST CHAIRMAN Stories: 2 +� DAVICABAssETT,RE, BUILDINGSA:M- DIRECTOR CB.O, Floor Area: add 35570/52052 total F{ �. VEDFORD.OREGON: Occupant Load.: add 637/21S8 total Valuation: $2,250,000 DIRECTOR OF BUILDING INSPECTION ABILEs,E,TEXAS 1985 Uniform Building. Code i JANRGASTERLAND Seismic .Zone: 3 BUILDING ST.PAUL Mt NES0TA Basic Wind Speeds 90 Expr}sure' B (assumed) PItILLIPM HS RRINGiON,C.8,0. DIRECTOR, DEPARTMENT OF BUILUSNGANDSAFETY RENO.NEVADA Lard Romi -' y 9 i Building & Zoning Administration Daucuis>.HOOD, c.ia.n.. BUILDING OFFICIAL .._ . 140 .1V Front E CaiORPAMEIVREARRIZONATRSBEs Port Angeles, WA 98362 SOLJ.JACOBS.RE.. DIRECTOROFIHspEcnoNs Dear. Mr. Romig: MINNFAPOUS,IAINNESOTA - JA AEs L MANSON, C.9.0. DIRECTOR, DEPARTMENTOF Data and plans for the above project have been reviewed BUILOINGANDSAFETY COUNTYOF5POKANE for conformance:: *,with. the Uniform Building Code and some SPOKANE,NMSHINGTON parts of the Uniform Mechanical Code. They Have not MICAkFLJ.NGLTE.'C.B.o. been reviewed for compliance with requirements. of federal, BUILDING or other state and local regulatory agencies. Most of the following comments should be reflected as chanties JAMES14.SINGLETON, C.B.0, BUILUINGSAFETY AohS]Nsm,;nR "WCSON. and notes on the plans and in the specifications. ARIZONA DREW SNY0ER,C,B4O, BUILDING OFFICIAL GENERAL COMMENTS PACIFICA, CALIFORNIA RDNALDR.7REMBLAYC.B.O, 1; The legal description Should be clarified so that it ASSAAt`kKAOFFICIAL can be verified to correlate with the plot plan. All lots should STANLEYW1IEELER,C.B.O. be identified. See Sheet C0.1. BUILAINGOFFICIAL' ' 1 t UVERMo Fc ORNIA 2. The availability of the sewer .connection for the added flaw EUGENEJ;L$LLtR.RE.,C.B.O, from the addition should be verified. SUPERINi NDENTOFBUILDING AND SAFETY LONG BEACH, CALIFORNIA ` '3. The site drainage plan should be submitted :to. ymir Public Works Department for review and approval. PRESIDENT DAMES E, BIHR, P..E. Main Office: 5360 South Workman Mill Road • Whittier, California 90601 • I21M 699-w41 k Platt Check 2002 Larry Romig, .Port Angeles October 24, 1986. Page Two 4. You may wish to clear with your Fire. Department on the installation fire exti of the portable nguishers and the automatic fire sprinkler system. Section 10.301, 10.307(b) UFC and UFC Standards 10-i. When serving more than 1.00 sprinklers, automatic sprinkler systems should be supervised.. Section 10.309 UFC 4* Please see the attached list a)f Washington State Regulations for Barrier Free Design. I have circled those items you may wish to consider as appli- cable. " _ .have also enclosed our list of Washington Stat e to Energy Code provisions. that you may wish to consider.. I have circled those items which may be applicable OCCUPANCY AND CONSTRUCTION COMMENTS 1,. The building analysis is as follows.. a.. I have assumed .that the existing. gymnasium will have multipie use and have applied an occupant load factor of 7 sf per occupant "1300 occupants .based :on this :factor) l .have also classified .this use as A2..1. Section. 601 b. The existing gym was assumed as Type. IV heavy timber. However, this should be verified by your inspector. The crawl space under the floor .sloes not appear to comply. Section 2104(e) c. An area separation wall should be provided between Type IV heavy timber construction and .a Type V-N construction with sprinklers throughout the addition. Section 1701,; #th paragr.aph. The area separation wall should be 4 hour fire resistive construction and extend 30" above the lower roof. Openings in the area separation wal.1 should be. protected by 3 hour fire protection assemblies. Section 505(e)1,5, Details A/A3.2 and DJA3.2 do not comply and the openings are shown with nonrated assemblies which do not comply. d. The yards. to the east and north of the existing gym should be reserved .in order to justify its area based on Type IV heavy timber construction (1.6, 482 /13, 500 = 1.22; 22% over. Therefore, yard required = 20 t 2211 .25 = 43' to the north and east.) This information should be kept in the permanent flies of the Building .Department for future reference. Section 506(aj] e. The sprinklered new addition of Type V-N construction with 60' yards .to the priest and to the south appears to be within the allowable floor area permitted by Section 506(a), The area ratio = .1764./6000 x . x 1.5 + 27036/8000 x 3 x 1.5 = 0.816.. Section 503(a), second paragraph. The information on the reserved yards should be kept in the permanent files of the Building Department for future reference. A bo r� M . bo tt plan Check 21702 `. Larry Romig, Port Ang eles .M , 4 October 24, 1955 Page Three e a... a notes antler "Applicable code" on Sheet TS should be corrected, LaFh 2, The armory may be an H-1 Occupancy. A written declaration of the css�' o hazardous matei`iais to be stared_. or used should be submitted ` ,'r :;. amount of haz r Department- Table 9-A, Tl1e amount should be ;� to you and your Fire Also, .see Section' �: ; d kept below the exempt amounts shown in Table 5-p'' 77.:101. UFC-' _ 5-cfrn s stem capable of ProvIdin9 " 44 0 operated ventilating Y p � ovirled ;t: 3• A mechanically op per occupant ,should be P• �, circulated of 15 cfm .. outside air with a total cir to rooms customarily used by Duman. beings: K appears insufficient: 155i} x 6 = air to the m PP } circulating g� Section fi05(a) .;jo which is less than 1300 x 15 = 19,500. e rooms should be 5 cfm outside air to th b. The method. of assur n.g clarified, Section 605(a) and 705(.a? L&. Insulationeci— �, �... a. 1=or your information, styrofoam is evaluated under ER 2257,, Sp I ficat on 7210 -- 242. Section 1712(a) 3 the facings b, The glass fiber batt and blanket lank engn nota o excee4da25 and. a smoke should have a flame sp . This should be specified density not to exceed 450. Sections 171'3{c) ; in the plans ,or specifications. 5. Room finish: flame spread rating of the accoustical insulation agent must comply a, The ould be fl p ether with its bonding 9 specified. The insulation specification pec cation 72-10 with Table 42_g. See sp b. The flame spread rating. of the linear wood panel should .not exceed 200. See finish schedule .far council. chambers. Table �12-8 e tei�ar "fabric'face" shoWd be .clarified onti Detail 4/A9.4.• Question: C• The exposed t� the interior, is the fabric exp partitions should be limited to materials of the folding p { d• The flammability spread not. to exceed 200. Section- 1705{cl , having a, flame sp ' roofed outside by approved a�ethods ail1A.#• Section 1707(cl) acceptable). Detail fi, The. founda#10 on walls are should be dampp (VA or FHA ..Stand Plan Check 2002. Larry Romig, Port Angeles October 24, 1986 Page Four 7, A 6" clear vertical dimension shoulcl he shown between the wood sill and the adjacent earth. See Detail A,RIS4.1. Section 2516(c)7 8. Firestops should be provided at the ceiling -See. Detail BIA2,3, AIA3.4, and .A/A?,2. Section 2576002 9. The ventilation of the rafter space above the insulation apfears insufficient with 2" x 311 vent per joist space. Additional. 'ventilation should be provided and shown on the plans. :See 'Detail. AIS4.4. Section 3205(c) 10. For your information, "spectile" is a fire .retardant roof and is :evaluated tinder ER 3989. Please see footnote 2 in Table I of the report ,fcr.installation in areas subject to wind velocity exceeding 80 mph, See specification page 7320.. Section .3203(d)3 F 11. 'Safety glazing ;should be. provided :for the following, a. Glazing in doors. (See door types B and F in the Door Schedule in the speeifications book.) Section 540G.(d)1 b. Glazing in fixed and sliding panels of sliding 'type doors. (Doors 38, 401 41.) See Sheet A2.1 of plans Section 5406(d)2, C. Glazing adjacent. to .a door and within the .same 'wall :plane as the: door whose nearest vertical edge is within 12,1, of the door in a closed position. See Door #1.5 at Lobby 10.1, Sheet A2.1. See Door #1 at the foyer 1100 on Sheet A2.1. See Door #r38, #40, .and '41 at the mall, Sheet A2.1. See Door 05 on the west elevation on Sheet A2.2. See Door Section at the mall an Sheet 2.1. Section 5406(d)6. d. Glazing :exceeding 9 sq ft and located within 18" of the floor should be safety glazing unless it is shown to .comply as protected cilazing.. See Detail E/A10 4 and the partial south elevation view. Vote that Detail Mark 10:IA8.2 should be IO/A9.2. 3 ,2. The base bid corrugated roof panels: a. Data by an approved testing agency should be provided to substantiate the material as an approved plastic material and establish the strength properties of the material to safely support code prescribed live Joads . b. As plastic roof panel,, the units should be separated from each other i by distance of not less than 41. Section 520.6.1. c. The area of the roof panels should be limited to 10.0 sq ft for CC2 plastics and the total aggregate area of all panels should not exceed. .25% of the .mall. Section 5206.3 PUBLIC W,QR' KS o w_.. _ l i� kpff �i II `, consulting-englneorsli o4 O 4#4ml ;eottle'.. euaar V4 - --F0 I, A], yy- 03 � r y � 41.: t a` � _ r i 1 1 I r I y �Fp 1 i si 4' 6 � . W 'c�ol�ct '. �- sneer no �. iodation errghoess date ,14:consulting to 44 H NOMB wZ tIWionto Blair �.hacr�ud jab aw 0 erne is � ttsT w r� G m .a 0 . FLP- PAR eFoL id Ql ���./¢" 4, 00 4' J i.'Ir w2 S, t 4 �> 4. 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AW i�a�i�oo=l ; 33` 7 rN j �. , . Y - CL� I/B „41 i j fE� 1-7?E i Ab —e.L 1 iJ 74.4 -7 Z�'! ,5 4 )-�- Fb t, ..UTC_ E3��G�J . F���E c. ffxatbn a01ed . 1 A;C.} f • by b� L meat np daieaPla— �, consuliingenglInaam cuen� ctrecaeC joy` mat" W-Nvcm dote �Ir 1 1,:°l'3 ¢"/,:✓ - `.asp` S�wQs� � ��.�'�-IZ � �o►� 1,�� foy f.v�l � �iEx�ra. !_ lCa.S-�t' 1,Z5 Y zzZp �sc i 1 i .. " ,h t na f by baatson to hr7 CQiLSUi 6�iQfi198�5 31 it47:10 M6t�14q'rCrl Cwt ChOOr d job M - J O , .. 04 14, v VIAL r,7 >.i Fa,►�.v k i ,0, ii E�bo a --1 -,4 ro H , Aj O -A "4 �4° ; m O � r 0 0 iF 44 .Q3cn i ,i}g: m . .r I. i USER �L o: PROJECT ;] DENT] FI CATI Did MEMBER PROPEP.TIE5 „ PROP WY6311 DEPTH SHEAR TK= GRP ELASTI ►. MODULUS AREA INERTIA MODULUS FACTORZ4, opC4. JOINT DATA CODE=7 E C�L uSED TO )VENTIFY E prp LAST. LIKE OF DAT. IN.EAC,K: GFLOUIP K' =D' INPUT W EDTH '1 AND. DEPTH I I K=.Y 'INPUT AREA � AN,D INERTIA. S_U. FXCTOA D.EFAUL7S TO 2.4. ILEsTRAKrs - 7,RESJ AIN � TX-TY--TRAI4sL •.TIOH XCRw RZ=R OTATiON ABOUT Z REDUCT. DEPTH I5 THE MEMBER DM-TH TO DEFINE A FINTrz W r. FRAT2D �Q VEMSER INCIDENCES w o a i co p, E aj M. pp o v E' .q4 0) zj I } 1 I I. Pg=2 w - ram_•.-.�.-�.- ....mow.-��»�-.........�.. ....+..r ......�.. ..._--�....., � •vr.• .�.�...r� «.».«..�.�,..,.,,.w,,,+. PROJECT FILE NA11E USERF- A1.f TYPE SIMCHES JDIl+T CCNC j DISTR I SPRING 10} ND t07 p TYPE, I - LOAD TYPE 6IVrN -, LOAD DESCRIPTIOR v JOINT LDAD5 i . DIS7RIBU ED LDAD FSTART LOADJUG I END L0,4D?7�G. W7 I tiIS I �,'2 DIS}ZLCC• ZPDIR CODE I=x I I I I t z=Y e E W V { 2D. FRAME ANALYSIS ++ Rim j)A,rF: 4.14•-AlJ6-F,'&' 14 rir�iatztl:C,r _i?ArN. a it p. 4iSTRUCTURAL T)A'TA 44 ti-I rd. 0 3 a �KE14017,R PR(1P%I;1':IES T..Y • 1 CrHE Y KSJ GRP WXT3'iH DEPTH AREA SLY. E-:1z.011 Fitt FA(, GC3C3RD INA,rE s RF,#i'fF AXN15 tw --T:) T _ -',!{C T) `fr :1'1' 'LR S.I f 4.4j .+..�..... —15,1 n a 3 0.100 74.70 0 0 ,�>,aa. �f A��,o n o .._.._,. J - -20 -2 70 0 0 a .: .7 :0-00 0.000 1 :1 n I FtEPil l=it 1t�f,Y.DENC 'CADENCES . I' 'C1'I-'F � i 2.. 1. 1 15 .HI F-P 2 2 3 1 8.811 3 3 9 i 1010.0 F-F 4 4 r 1 :lo 4. ()() F'•-F ;E. ,. b 6 7 i81 P--F, .E [, 1 10100 F.-F+ a 9 1 8 1 1E1.71. C--F 1:0 7 S i 18 c 7 1 F..- F 7 a ST0RA(iE: 'RE..IIIRE)l FOR: 1 STIFFNESS MA1'RXX.-. 210 WORDS + 'SOLA1TXON VECTOR-. 20 WORDS REITH 'i 06M HIER -- 230 WORDS ' HALF B-'W , 2a i 1 c ;I a� y «Yt• -�•h••-•«•-.- «•w-•—w•w••-».r•�ww•n+•. �•�•. v., •.. •«.—:...nriw/w �I� E. +W "4 NOVAL—LOADS FOR— — E.UNII'S fCx:(ANI) KII:- f-% : { sF%I� M TO. Y,�L,t�f�J! Y-•I_Ctl )) $IflI1F!!'!' 36.1,0000 T.._ -o c)000. A,()000 r 3 -40. 0000 0 0000 00000 0. Vrl _ { t• - - I1�:Fl.I:('I*X0NS .m r•ltJ:(i`ti' AND ROTA7 Xt3NS I L.l1�'(fi1L ,UA(1 S: �S�if;HFS. !1h}1 f:AT)XAi1$ Jf) INT X i)EFL Y-wl)rFL ROTATION } ar: t 0000000 O.A. «0.00026B H. ....i . 2 . #) t)ki273 c) .001182 -.0 0001 as 4. U►t)%�}34. t)s()t)�{i)1 000t).t)4$ }. 0 , 074 34.. --0 i 00',578 —.0. ()()p(?9'7 '— -_ .ES • —t� a;) Y'7 :$ 00582 «.0.0001.Y6 i c 7 .0900000 t?.t).i142. 0 ► 00.000 •-•c)>U0001 --0., 600:247 I -•0,006.048 11 I SSS Id �Il,r�i_. AFfIR -r - END -ATE R01- lJrl TS 1158 AND . K-•f•'T •-1 ,78 t1a15 2140 1 2 17.7V. -{1..:f :i 0.00 2 0 r}>.aa n>ao l ,2 3 0. 0 0.0Ef E1 00 .3 -4 •-40..00 0.2:0 _t 95 4 S 0.00. •-0 a 20 0.00 a _5 -t)> a c).00 E 0.100 s 6 0,20 o.00 b 6 1;' 78 c)>11 1,Oa b 7 w17.7F3 0>i1 1..7 t i� 0.00 ( 20,xx 0.00 ' 0.13 in a too 7 _... woo .2 _. .47 0-001 0 P. ( 0 . n.p (. 6 L, { .�n"IT rat nr;� xONS h•-FT .� - X-' F ' r . Y-F(,E _. - !1>k16. u.i in► � - too. 77....F;fs 0r)G - �. 0 , (gip. EJlJ) rdf.. { W W , -A 4 � ir, Sri O to 41 43 44 1 H. td 4 x i s S . a i kpff dale consvtft engineers Clad a+seteu job 0 war8b wadko on dare It \V Y N S�{ Cdit - �7 _ 3�J Ei 1 tt ol iy e1 .13 VI .. o ` N) - a ,(., \3tj IL Q .. F-74 : f'/. - 11 1'�. q �I t. 11 u �Fz����G r :3 .a —-RDJLCT------------ o USER i�-Zt ca "' PROJECT IDEUTI F1'CAT] Ott � ay Nc-q o MEMBER PROPERTIES J01 h'T DATA CODE-1 j J USED TD IDEHTIFY' 1 W© LAST. LIHE OF DAT IN -EACH apoup K=O` INPUT 'WIDTH AND DEPTH . ?K 3 '1HPUT AREA AMP INERTIA. s.m_ r-dcroR DEFAULTS TO 2.+4 RESTRAfl+i7 S O=FFi REST��,rt '.i • TX -Tyr --TRANSLATION x OR P.Z=ROTA S10M ABOUT Z ' REDLICT. DEPTH IS: THE UEMBER DEPTH TO.DERNE A F,NTE PROJECT. I F AT2D ftor+ P.RD�. usE 3. ,r o f a a a, . W M : dCEMBER iNCIDOCE5 IVI ER JOINTS PROP I -10 BID CDV-D ! w' a FFQH -to RPP c q IUT FtO OUT TO LCC d) 7� - LK. ..� . ! o I f€ k S f �. -c `u n n ,]Dlli� MUC ( DISTR I SPRITtG Y HD LOAD TYPE, 7. LOAD TYPE GIVEN `� a , '.n a t i LOAD DFSCRIPTICk't . JOINT LOADS 4=�AD COV PONENTS- f]tKt icc: Y FY �° TDFX FY _� ,�� rs y 1 #� �K I I I I 1 IX I MEMSER CONCENTRATED LOADS ui iEt�ER LOAD C()mpotiENTS DIST COMP Cc IOP-1 ' f FROf Tiff FX I FY i x I I v UNPROJ 1,2 1 I I I lop. u o15'tti I DIS7RIBUTED LOAD l: FBER D R STAF�T OADING I Et4O LOX- ING LCC xOP DIR CODE DIST2 i TD Fr�O`i, CDDE u1 OISTI I WZ 1 . 1X i 2�y i ( LDBAL) �4 • F3 2Ik C'h'AMF AI4'111�1 > ;i H 12l.M 111.° P` ,' .-+10 t PF'F 1�tI1 J�= 34 41 a ;w _r. Es tv #1kX7 is 7GliF:asKi: __. GRP m Gi]'1l�'.F, DEPTH t�F lr"I' 1 JATA •i Ci7C1#;�17C t3'rEl t.. i K Rf-) fAx' 'fr ati .L L'C"T ?. - - ` t 7 L f'T.j Yl` vj <i' t 2 00 a , L 2,0 •. , TO 4. r24,470 x 0. t -MEII 0 JNT FRom .J)4"r TO !_F=lit`C1'd�F � 1 1 3 R•F.9 4 4 1 10 0.0 P-F 10,00 7 1 15 c :f):! F- -F- B 1 2c3 f 4 B 22IF) �. 71 F: ,.. p 10 ? H ' 71 F p s l j -STURAOF F;E.G'11TFiF`J� F`Clli:: S T.r F Ft+#[::3#i r4t11' I.%:U w(mus Sill i7TION V..F�1'(7tr'.= S01,11 1'()(:iil';.If:1 �wN.,YwM,F.-1.+.Fr•rMr�.Na+*,.!.r.s �a r.r.�.�•„�N.�.r we'.rlaw •...r v. vFA. ar af_,.r rO 0 0 4 . 101J111, LOADS FOR! rl l T'!3!i} ss :c.'' z NOBS S �s Y•Y!. iAlx 0 fa w {{ t% ( t.lflXN1'Gi XOH sG:X.8t4 [C i M .<-Ylz:�. 'r-l�rrl. htl'7xou �w,ra A. o ca ;(, 0.s3f3t's02 0 �)i235 6-t?•fJO�?453 ; r� y 0,11847 O.0r'.',i4• yr 0 , .x 711:44 �) ,i)t) 9;f:4 4.000190 �! 0 0.11t4 T6 QA7 ..0►t)nol-.0A00419 FINAl M E M R ER FNJI A{:•I:X.0K, SEISMIC Uhl TS; ICX. PS' H6 K-•r-.T a i �7:' ► 03 0,00 0 ._7�0 i ry j 7 t(r, 0000 0.00 i. ly {1 r{)o 3 .4 --34 0(} 0,]1 .-..t�7'3 `! 0.00•73 .X7 (?.00 .J --0? t7 ()>00 n<na 6: .6 lsf.�9 i)>iJ0 0.o0 1,9.78 IJ.00 67>,Sb 0>0 tJ>�1 -61. 0.00 8 -61 >72 -'().02 I :coo , -,.. ... - _ -- 61 ' 7..* 0 12 - . _..... • 4as �.► - .. __10 H. 00, _. 1 .4 1, ,.L'C:>:. {�? ',�, AND _ "i �TJN� �KIp o. .K--FT x: f:.E . . y F`.0 hf�.�: - m �._ 0-00 -72,03 - o mt 4 - 0. �0 _.. ..__ fi7, 2V ._. . t1, ao QI' ix Fun .O Mni�Yrs'x:3 x�c � 4 GENERAL- 4 ,� Automatic swing door operator shalt be lzlectra 160, self-contained, surface mounted system, all as manufactured by Besam, Inc. East Windsor, N.4:08520. Installation shall be performed by the local authorized Besam Distributor. ;SCOPE* j Furnlsh and install automat€c swing door operalor as shown On the drawings and as specified herein. The self-contained swing door operator shall consist: of the following components; 1)Operator housing 2)A,C, electric motor 3)Operator assembly 4) ElectranlcControl OPERATOR HOUSING: The operator sh; ll be completely contained In a VX64 high extruded aluminum housing. Ail aluminum sections shall. be of 600a T& afloy'and shall be a minimum wall thickness of .156'. All.exposed surfaces shalt be dark bronze duranod€e (AAC22A42). (Or clear anodized 20481), The operator houtiing shall provide a seal against dust, dirt and moisture: ELECTRIC MOTOR 'The electric motor shall be -equipped standard with 'a built -In thermal overload protection and shall not exceed S amps current draw. OPERATOR ASSEMBLY: The Power Transmission servo shall have only one moving part, ensuring superior reliability and low overall maintenance. Operator shall be non -handed to Insure maximum. versitility In adapting. to varying field conditions, ELECTRONIC CONTROL: A self-contained, solid state'integratedcircuit shall control the operations and switching of the swing Power operator. The electronic control shali.provide low voltage. power, supply for all means of actuation. No external or auxiliary low voltage power source shall be allowed. the control shall include time delay (1 to 60 seconds) for normal cycle: { OPERATION: j POWER OPEN: The automatic door operator shall be powered open by force transmitted by the electric motor to +fi Operate and through adjustable arm linkage to the door. At all times a constant opening pressure shall be maintained. 1 Sloth. ,opening; and closing speed ,shall beindividually adjustable, The Automatic door system shall function as a manual door ctaser in the event of a power failure. Manual opening force. shall be unaffected by opening speed adjustment. The automatic door system shall be a self-contained daslen requirino no remote pumps "or comnressnrs. 1 SPRING CLOSE: The automaticd.00r operator shall be.spring closed. The spring. shalt be non handed and designed to 1 counteract wind conditions and return: the door to full close: j >a ACTIVATING DEVICES: Actuation and safety devices shall be as Indicated on door schedule and specified herein. Controls shall cause door.to open instantly when devices; rotated on approach side of door is actuated, hold. door in open position, and cause door to close = unless safety device or re -actuation of. opening 'impulse overrides such. ope.ration. Activating devices shall be .one of the following:. e' Floor, control mats —.size shall be in accordance with AN Standard 1513.10 e Commander I or SaiectScan 711 motion detector (approach side) with floor control mat (datety side) s Press wall switches. WORK NOT INCLUDED: 1)Doors and frames 2)Glass and glazing 3)115 VA -60 cycle power supply INSTALLATION: The swing door operator shall be Installed by factory authorized and trained personnel. The work shall be done in strict compliance with the manufacturer's recommendations. GUARANTEE: 1� Besam'.s Electra swing door operator shall be guaranteed for a period of one (1) year from date of manufacture Guarantee shall cover any failure due to material defect or workmanship. All defective items shall be rep ace a no cost to the owner.. .ri to l50 co 'r t : ' Ot -U 0 a tq 14 ( CA ty y Y 144 0 P H 0 � y n �• a � ri � rns � � m' rr ¢ � �' "• �_ is D .�; � 'c . � � � M � ° a s CL tT1 �. Oap _ � :� o�n; �_. . fi g. O n 3 in G ft O `•w4 0. . n R i �' 9 { i! .,7„• n r�i '3 ,� �� A A (� 3� ^' n=t^+�ls fia C? D '+ S, r. 1'7P. .d �-� 9 A '+ � x'.� t} �,ry p ¢; .�t �• .au G ���Ojjj 7,b. -Rr � '�1" � 47.. f�'..�• � � �' � r1 -". �S dam. tm " G a O 7 Q F A =� 4F C F o,raf `r r'! �,•Ps» =,nnvroW fj:p'n '� C G: s n. C' q C3. 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F:,lt _tvli GYHNASi� l'I 1 'E�i wt' Lacd.fJ� tbaM4- AMPF TL►4 OW& sce t5rxY4i£, IUD E y ! i i 1 i n•x1 roA 3A'Q T 221+- 6 t 40..10 oRt� tauvm ! It •.,�_.r'vfF"z'LTa�1�rw71Dt1 , i t - OLh n'f FAN. WA-15 .2014 UP Ta t8,18 RcnF tAP = { t ^�USTIaG ! IFFY sib IWO• �4Jrr6TFN1-4P•4. vr$: Fr�t61t .Da , rL.tStlPly S, BsctFCAP r F,a[Iv''Irt +I� Fti.dNGr-tl0�- '' t+fBR24 FjYY� _ ,r�$a8G !�tL9EF GRIL1•�..•� ir1 + 1 ; - - 1700 CTM ��+t:S.�rTet6FIb+Y>CFC►l' ±1 J �j. '• 1 ulTy a+�san�t w+trws- ' I Io ��Z L va 4rA t I •bw UP TO ktA VP ! �xS RaaF;uP k Tobx-rl f l L .. � rG &; DO ` � l . __r-e' LVI'Davn•st M> 4 tiNa, +ootFM a.�6ar10 &CPFw -r.-n irg-4 filr F3"` to(-fC sY fb g ,,f - REfrtvSEQ.aNT A�PihJb, - .i F*L.LOW 'Mu!5G A50VO $ 'not.IC waAs MAR-70A t8R 14LIO�,550 40,1r. i:W(4 i rya. vaW�+ IPA _ G m clL 'L7r).— _ - bFFrts 1'So I :dDeFr 5oaert i rooccFn _ ......,. .arm rt..�tlr f El . rrap 4ls'1 t4.T I•• +- IY 72r 2 2- . F I, DR. - eo.w I.t14 �r4co,,eorat•7 .� Flo.]}+Jt'� ca+nR:rc-•4 r.g.5. 1IP" 44.11T 44 U P4+4 aeF4E 115 C I 7:14 4.[& Z9.12 d.,i - 14.f2 - a'erD,lto artd ` ??3.tzxwsdooun 1 � —IJCRD P3oLE55F16 • lir.13 C:. SUBMITTAL FORMA �,'���."'tr'i�sa�'".iL�r;•+•rr�«��••..-- .r?r.��x- r. .�. . ,�tit rr y4,��t �y rr FRAMES, STYLES AND FASTENING METHODS 410 rr LZ STANDARD INDUSTRY. TOLERANCES APPLY SPECIFICATIONS ARE SUBJECT TO CHANGE WITHOUT N0110E � '„^,� cc .46 c mum _.: d V I_ �r 13/.e4 Is 20 1-1/a 5!8 typtyre y- 2500 8 In 2515 25Z0 2650 # -I1- 13/64 _V1% ts° 5/f T/r4: PP-2500 PP-2515 PP-2530 2655 ye sia ter_ 1/4 2100 2615 1 1/4 T/9 1 1/s 1 1/4 11/$4 1l2 R T 3!4 R I 5/32 tl t 1 V4 1114 1 1/4 1 1tt/4 Fti FRAME 10 FRAME 11 FRAME 12 FRAME 13 1 1/+--i 1 1/6 srte , T s/3z R T I4/64 ye" Ewe -1 4/2. -.1 7/6 1 5/a '1'S/6. - t 3/4 I' FRAME: 14 FRAME 15 PLASTER PLASTER PLASTER FRAME 1 FRAME 2 FRAME: 3 Model 25.00 has 131.64" x 518" grille bars on 112" centers set at.0°, 150 or 300 deflections, Model �3• 2600 has 1/8" x 518" grille bars on 1.14" centers with 0" or 1511 deflections. Pencil proof spacing available. Maximum one-piece construction :is 10 feet, Reinforced on G" centers. Longer.sections 4 butted together. Available with Opposed Blade Damper, OBD not available on diffuser with widths under 2-112" Anodized finish is ysttandard 1 i �.. F�il•L SY 1 Floor grilles �4=0 4WD, se� .Jos - City Hall. ARCHITECT Arai/Jackson MECHANICAL ENGINEER Miskimen Assoc. Swanlund Sheet: `Iletai CONTRACTOR Y� t REGISTER LOCATION Port Angeles EL PASO, 'TEXAS t x < t _ f SOLO 9Y CASH C..J. q. I CHARGE CN ACCT-. P40SF- RCTD. PAM UIIT'f ' Quantity DESCRIPTION PRICI: AMOUNT -}O 6 If 2.-K3 ac,,.,J Tpopors �11 T&c- IC+�-c�ti�E23 I ►vvo UN Dinh [L/ TAX. 37 63 TOTAL S2 . ;a PUBLIC WORKS 41 o t i J PROJECT DESCRIPTION NU. OF COMB. SEAMS CODE DURATION FACTOR ALLOWABLE STRESSES "IS', E Mt1D, YCSi f H c d art m , d { - j -w r BEAM MARK W. 1NO. OF UNIFORM LOADS. / FT, P-LOADLEFT CENTER RIGHT SPAN LENGTHS (FT.) . O LE-P T ENT€ P- 1 EG NT' tK1P (F`I'. -f BEAM r,l NO.OF UNIFORM LOADS lFT 5PAN LENGTHS F', bF MARK P-LOB LEFT CENTER RIGHT. _ I LmTEP-1 26H7 7 C� ..'LEFT - (CONTINUATION) P- LOADs ,DIST . P,-LOADS. D IST. C> PT= U L 24 KIP FT. KIP FT. .. Fa R IELP Ttn�4 I�.EL� IJ, ti Q E I�� Irt�1TS • BEAMW NO. OF UNIFORM LOADS. FLL I SPAN.L N`G S op MART, P-LOAC LEFT CENTER RIGHT LE -PT. CAIT P-G 14 a ul I =(KIP) DIS T, (FT.) 1ATION D'sT. ( FT.,) com& cOflE.S L = 2.4 2 = 2.2 C =D.3SS K "IS 2.a 4 2 STLESSE S ! UPt TT ALL VA LJI=S 1 !1 L !� i to 60 L p �� o 4,1 Nth. OF COMB. DURATION ALLOWASLE STRESSES KS.I4 E [vluD, � a BEAMS CODE FACTOR f H C _ Ylsi g eo4t a.. SEAM NO.O UNIFORM LOADS:. SIFT _. " SPAN LENGTHS. AFT.' (APT > MARK U P LOA LEFT CENTER RIGHT LEFT CNTE42 26141' ..--- !44".. 4. P_ LOADS' DIST. Pa LOADS D_ IST. C�PTw O L240 { KIP FT. KIP FT - 1 L/3(00 __. FO P.. a .1 -- ----- _ P-Ea 0 112 E NA Ekli BEAM t I NO OF UNIFORM LOADS 1 T FT P LENGTHS C t!A P. LOADS DIST. (KIP) (FT.) 9 t (CONTiNHATIOM 1 P� LOAI75 {KIP} DIST. FT.) it 2.4 = H toj&s !CS E. 2.z 3 2 a C=as85 K[ 4 'STYE SSE S WPL9 ALL V4 LLJ F_s, J is L S I: 41 - NO. OF BEAMS COMB. CODE DURATION FACTOR ALLOWABLE STRESSES (K.S.I3 E Wt b. SCSI f H C t 0 0 O. j •rj n. r Z O cA BEAM NO. OF UNIFORM LOADS rIFT.) SPAN LENGTHS. (FT.) bP P--LOADS DIST. OPT'= D �./240. KIP] (FT.)0 _- FOR C]SF LE-Cr I O -- lzEaL] iQ.E.kh EVdl T BEAM .MARK W Q.P-LOAC NO.OF UNIFORM LOADS � , FT F L NG S OP� LEFT CENTER I RIGHT I LEFT CNT-EP- P_G t4 EO i CONTINUATIt7N CDKAg CADE:S P-LO�DS�101s__lljlP P --- LOADS (GIP} D I ST. FT.) 2. KSl Z- 2.2. C s8'S, K-, 4 STO- ScES JkjPLR ALL VA (.LIES t M I_ 5 Z ro:.•; PROJECT DESCRIPTIOiti1 PRc 1 I`tH0' NO, OF BEAMS COMB. CODE DURATION F ACTOR ALLOWABLE STRESSES (KQS.i; U KS$ f H C . BEAM NM OF UNIFORM LOADS r/FT: SPAN LENGTHS (F'�'.? OPT MARK` � P-LOAD LEFT CENTER RIGHT LEFT C�lTEQ _ LuWT o m ! i '. V. El BEAM td NO.OF UNIFORM LOADS / FT SPAN LENGTHS FT. OP- w. MARK P-LOA LEFT.. CENTER RIGHT I LEFT CM-rEPI 26 HY yl ; ..-LOADS' DIST. KIP FT. i BEAM NO.OF UNIFORM MARK aLOAD LEFT P- LOADS DIST_ {KIP) (FT.) LATER S RIGHT )A[ IUN. DIST. ( FT.). 1 OPPT= a 1-./?4(3 L 36nO FOR l)E�:LECTION P-E- 1Bi'PEkkt EMIT' , ,%N LENGTHS OP 4 j .F T I C NT Ep- P_G IaT COME CQbLS 2.4 = H 0.I6oS KSI � Z; 2.2. C=Q.385 KE i 4 ST2F_SS`ES 1UPLIT ALL VALES W Y-SI. r ,r btl r•k: 41 .� r,1 ll�•I �,ti 'lll i;li lkl:.sX{,il , �iar, O m :' ( 3 NA i X(l�i ltl(RA1 1 014 F!•:C' f olt .•.. 1 . o . a� ,�� �s)0._. _ 1•I . _.. • �.!>i - ,-i. .. ....) a..t.3 � -N.-. - . lz�f) s.(1 - _._... _. ----.�._, -�roT .�.. �_ ..__ _- "BEAN MARK AW l )_ I: I:'( I. l: n F 'I CU Hl ER RI (3WI Iu ii"l SI•i'I ��.I':•liV '_�?l�i Ey�i),I�.F-(.L,,l.l•.>:.:({.' SPAN._ (.�.i'1�'�:IL,.:-.:;liii'~E'tiiI�\�.._ '� LFNtf (Ii 0., ()()(y f) c) c) o I F.I"-1'�I: 1 ORR, j �% i 3a.? ... _ I ! ♦ ?r�. - '- .. ` Elilfi� t IC•-i* ( ) (70 9.4 . V 01 tk(? l : S* lYKST. / - 000 FT- FROM (.'i'. SUPPIli l' FOR MAX WOO MliZ?'KUH Y REPO FOR I.1240J(:Pi..'-: ;4'�C,�I.:?]t�[' h f:'( t'sE'Fit!.. I „ S , Of AM .14lvU Y.XI�.:' LF:F I { :il�'f�N ;illl`I.'I)!a i' I:,f.\! 1'F�Iti �il':li'! 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E'411t_ A'. 1i`1(111 (It)'Ei1 c (1.(�' -A .(� y MTIZXi�lUi•t .:E. 4t1:t11) I"[3(', 1./;?4() 131F - t r1[.:i,).(iil Ct 1.1 A' 24 ,'j!f 14 P- I. a 24��jlr .. 1 14014 YA0Olt) �117, = ?Yr, 73.II"r A It. T I, ,. . 41 1�) till i yli"C , ti111�`I�'(1R ot ).1() L>" `i11'r't`Illi1 (:£'. l�`EIt ,1 h ' t1.i)s)4 '.3 4 0- - i i (l.;l l:k 72 }. tl .' 7 1 74 M C i4 Tj1.,1..1'rl (:xil) 'FA 3 / (X (14)"(1) 7Fl , :11i�1"[14��!• l�.Uli 1.1S1:i !•i•1171'1 2 1,V' : 7Y1V4 Al FOR 1. / r 4 tt 1;i r11� Pr L{X:;i:i Iii( 1'Ii:X 1. .. �,li': •j,;y' :it3+7�'A. 9t1s62 $L:C ittl)t :S 7 41 r TEE a1('t LFF�I 1 E LF:I'f I:xrl•1 I l:r(la'1 I� L(31+I`r 4 t �X P1�I)..Ail L• t.�.l' AGH . m. oa_; � ro •►4 rXcl). ttf: DURATION 1 AI OR I., 00 �+ oat .Cin};Xl;ia la:..4l}<i_:_.._tl=: W ..... 0 s 1,6u, i.... Sy , 38.. 1ti00 4 f . _ .: tri .,4 .-4 s . ,E.L1tI—MARIK.?;i)1.0 3 . LEFT ! F r LFF r 111 I -It ': al:xc,Ia'r i�Xf.i1'r� �xc.irr I to + 4J a' S.pAN $ ti-"!'!).l.�.Y _GE,l`11,C;1i : 8VAN. IN E I 1)UPPilRT 110,11IN `. . k tRFt)t; rXOIv :i�. f3.(? .'.:' � f3(I t "S It ).00K Q 40_... _.._ Oto.Ss778!i6 0,L)0..4)I)0 • 44 03 .re ! ;to: '; ' * > )�x�, °, ,N ll,;—o) Fr, FROM U". t3UP.PORT FOR MAX +Nt71) 1 3 E�_ziitl�f X hf #:l)., FOR f: /:!AQ PEN-. -. 472 ,.. ). x1\ 4 .l!, f 13E'(;1 2 ... _ f..� nE XGH D.A FA 1 I,c)T1.1?( MAX t Z . 3t �€�� . r 2110 .. .1 ." R F A:VI MARK Y BU 1 L F' 1 "C I I t 'C I. I• E� 'r (r :h'f I"1: R x c,141 1: ) 61.1' R 101 HT t3[11�f" GIZ )' C E N T C.,Iz 8 ;1il2 c11.0I1a:1?. f3t11 I'(lkkl' sl'.1t4 LENGTH O c 000 11? < T0O Sr h'EI�C'rxtlr 24.: 44 24,44 mom C ._H •r:) 0 00.. i4Z., 13 - It[:k..1.A (.XN.) c),c)t)t)c)0 8,924)6i cr>C)c).nC)0. x c >x Dx"31,, X- 11,75 FT, FROM UV, ;3.4)FTURT FOR 'CIA:(-vmt)tt I� 14114XlVII .x Kr(U) FOR 1. /240 D 1- 7592 1 XN"'4 AT '3E'AR 2 MAY 140H .: l.4,i, :i.tl MAX .V- 1?4 i A 4 MAX IZ .. P4 , 44 Br nM MARK X)::12 C1 . ISPAM t.t �tl'i l StIPr-0RT :>P A N— T fr.� {t{t(t artLE 14 CZ000 _ `i},t}qp to A(t REf`.rfStl�E t)�.40 - - 0'00 .. ;).c}c} _.._ a,ac� f,.M.-� •f.) 0,00 �(t ► i3(t i) , )i)i)i}p S (,TH) t).i}i)ty44- '4c;�.{,1)l:I.'CA} / .(X1(t{tit} m !: ' %� }7.X:�� 1 ► '<= 4 ►i)t) Y , f'I�.t)i`i L.T SUl`I�i)IC1' FOR fi1�1:( •l �ii1M E, w o �ti, t�X.E'ill�) _:X _1t.E.E;)J FOR I../24(t aal:l=1. ra rt r, fj- ! a ,.S%Sj►.:J:1 lit) ta `PI(� o BEf3i4 MARK) ra ri. ti:1' (i. t�14'i ` i.4 m ( ti �: (`.t.711 ('.1\ sMI. tvPaJ '.' t'sl'AN f,Ul'I ilhl' {:C.111 L;IL .il rl,! (r► (ti) � �•. LEl�ti'f4i _ {tCt{t xly,t (t4t(t t)Q 5 all) U `�. 0--000 44.,i3(1.;i3(t. �` FA rXt}I!i t}��o 14 ,'30 114 :34 f t7<I,:tt (1,0) k M. 014 (:F; - F 'f } (t (a r < 1 Fl(.1.1`,rl c XI)) i} , i)i)()gq ,a ..clot). Y6Y;C 1 011.1.TA) / (X/100(1) 1).X1i..f ► X= U.00 f l',. FROM i,..`. c> i14� f'(lR MAX 1 �i.t3Ti mINxU.Fi . f RE-M) F.OR 1. /240 M 11. ls4:iA C'I I'i 1. 214 i ( f :::A>; 140E4 s < •at t ;1i2E:1. — cl0.7r.r}"I,Fl fit!>> 5 S:t' i'iR11 f)) s } } BED i4 IJAIZ �. I f1°"E ('.! F:'{(:F: E �'(,1I'I IiY.i,l4"E' 1iT_(3l•I•f r,p.AFl `i '7' �lti 1' i:�:il�� sil��li! (.11CH t::l{ Ft�O(a t' 1 Et�i�'fFE 0 Z?(1(f o.,000 II IXF l.t)f)11 O .000 �, � 5)f30 rj 9 h E A.(:'f 3L ()A 7 F1 , . ) 0 s l i Sl*. R (It) i)►.i)Q (1400 Q 4 s (t(t4 r? } i•ia Mom(K-�F'•f) 'It);i•t aKaYx� 111:F"t 1�ri 'ff;'}ci.111"I'.t)l21' 'F`IIIti I i't`i.C111 9,;i)i). f• 1' � FROM I�fTltiXl4l,ii'i :( h1•"i?f;t F:{11. L!:?�(t I;tlia�l. �:. ;,h . � 7; ' �AT� ,N LQ rt10,12 DAIA y CO ' 'SE-4-L, AOD .: 421..p2t? r11. --11RU A .. , " G " Li I 'i .` Lt%1"C f t F "i (III"Clil : hX.(3li:C. IiX 3W`C ..y ti iziowr ti :. ti ". �il'r >`I �i{11'!'tii� l' � . [:4.�l�'{:Eti Sii':f1 ♦ 1 ��- 7 {:L• N CR _...s(11 I 0 000 PAGI.XRh _ _ .1r,if�, : t),00 r 0 (1(1 1 t.,+ .3,, as a.t. �, . -0,00-000 :cQ. t w� ro �x "L3L l �`�l. { XiI ). t) r c)t)t)c)o -FL t--(3)I:I:'Cl�) / {X/�gtl(3) _ 1isllC �itli i i } FROM LT ,s(11 I E1.l�1` C� i.31� X.1'illi : X hEW) FOR i. 240 11F ri ii �: , 3.i.t � R Iti:.. ,r (. l'(:!� % DC:',rXt;N DATA MA>: i'it)t'i 7:X , ♦ti,, .!'iP> 1. — . JJIjj S .(i Llr 'f ENO) OF 10It p '� WIT 4 17. '� . ifo"7 . . ^W }� C Ga�li•-k;:1�1 �tt:z��l }3c:s�xt�ra CLl11 3XRlA I I . R6 mikA f1;_Cm F• A( 'CO t)il 100 y ,Iit)t),...E.. w "Bf~.AM .MAkK _.3:1313 o ld „ LEFT l.li! :f I F ( `( CENTER ER Rl 141 RX'(!t•� _ RIGHT r 3 )lr t:z P!1 4i1 ;il'AN CENTER �rlll'!'UAT PEli! . �l r,°, .' �E��ty'C:E•l.;. _ �_ bt3:O :- . ._ ... _..- -- --- $ � {f(yE).-. -- -�— —_ _ _�.(1: EtO(1� _.. - .. --- � oa _ M� '' tl N U LOAD A D t.) : A c? E) 1 ,1 fi 0 7 xry % 1' h .� F�l•,1,� {.'1�.:)-_......,�.-'F iaS�.'---.: �.._ .[1: -_. _-W_t..-..._..__l.f:.12.._.... __ { "nUTA (XH) c),c))t)t)a 0*10 53 t).t)c)tigo � � `�c�rrc )3F I+l .=-.cnl'L.�fr•.) , � .txlla(}.tr? _ " �� m '�3kAc:�c 13XH s :{ 4.00 Fr, FROM LT. t?!!!'l�.OR FlIR :MAX }!`nM . � H of a Y a� ,"uxi'um x jERD UR 0240 W1 <• :?;76...:r 04.al SPAM .' VES1 UK "A TA i REC`. -i` nO .%k s: 0 ARIA SF(:M NARK X014 i Cf) l.(ff•N ItiATED l..l}ADS { 6.72 K 1 !'`.a t : lit (1"(► 1 "! 2 47:' tC x I > G. 16,00 l� T 7 la:.t•T 1.t•FT !.'.r:N1CR UGHT R7QFIT RX0HT ' -' , y SF'l:l� '�I.JF�M:E)li'i l.t h'i�lh S ti CMOR ,>I• f;lr� (:F:I:'CE: h O 5� ti .�lJl• 1• ()I.'f S ti a .J .�I• f;i�! l•FI gyc)t)0 11420 0,000 fr'� fl(:1 xt7i�' l.cr s;iF3 - ite' i 6. DF'!.TA (U) m0000 W.(>r'm P,.{t(tU{1(1 i�om I.'f lilir,l-,O '! :F OR 1 AX •!•101Fi m.Qlx:illli'I x lzE-J :! FOR :.0-—i,,9XH"4 AT 'SPAN 2 t DFBTQN DATA Wi 5E:t: Pit)13�ic)r'. > a}c) l{1ti(i Gl ;il 83 F3k A14 MARK Y)3 15 S a 3 rr+ to .: GI.LI �:'r�ii 13[:�lil lxf:axiyl! IV `d 44 T �GElti);ii1�CAfil.' RA13UI�r:I7i31 1 G•('dpl:- _ t•�__ . to •,q m w s�i�1tt�%7 t.���1.1i;IJ!_L.(3r1f�S_.� s � ' L.,1".l 'C 1. F; FT III.1C l.:I:1•E { � li t\xi,F1'!' 14'Sti111 ... Ll�(>l'1'I . " �, 4 6Y_ � ,, L Ali`! t111.1•_ t+(.p11• .I� s) '�r�%I _. ._{-.f;ll 1.�.,14-. yl�l1}I'.t)RT.-_ -1;PAl�1 0 .000 _._ s.i _.Y�11. 12,,000 4 (U tsRFA(Cxi'!h _..... _Al toll.- - _ FT `ti: "'LtCa,3''rl E [i!} — t),:.c)o0.0Q �)�l�ii:?.i?',� i lIF F{.. • (3)IFI.'CA } ! (! {3i){s ) l..,i:Y• 'C� I ;illl}I' I3I1 C'tilt MAX1 i117�1 31:X:i 1'.> :C : _ . i1 I�tJf:l�lll't i2i� OD VOR I L?40 1}F l:l. s � Lil.:�k(iM lIATA 'J;;- 67 PRO A� ;f.l� y:�.'� �" Si:G MOD l l , 'I I�K:.r1. 1. FiNll - OF P' t w ,I °�"' m 11 i.Am r1l.Aii f1!':1(K' LO i �+, o ' �, �tl.l�i)x�Ei�fi'rCfltZ r�ra lll)I:fi'C f r. irf�t:• OR i toO ' 44 0 $ c o m(.v .� .f. � i t? . r;cin 1 r� rf.7 � 6KX 1 KPH tr. 12A00 F't o � ova. ;• t . 1.iTT l i.F1' 1.(.f 7` f:[:'nTCJZ ltX.UHT _ _ _.__SF'?`•f:_ .__.il1F'F'Oi,;f f.r;i+!'I`I:-ii, _ til`f',I�.. f:f;l�:'f Fli ....:illlh(3ii'f _4l'f�h. - .._ ` •'uKx! i. o A)l o.i 000 t 9 910 o < 000 . Cxh0.((((( 1,111A (s.{E(({DLTA %:i* 7.t'l.,DCL,TA 1l10)1) ph 4y, ;s r { �•y�y� llxiir ;: t.(s�.7(� !-'r. FROM i:'f� . SLIFF 11� f FOR MAX +M1114 M:�fElxMUM X li.(:lrli FOR 1:124o BE FL, o. 61'2 r � 4XW' l AT �iPAN 2 � r. 'i BEAM 1'iARK F -1S i Ct;�tt:t N;'fzAT 1) LOADS i 1 t _�. 6.4113 1: X 1:1 (:.. 4 4 (i (i F 'f f h t 81 K X 1.?', [_' 12, o o I `f I.C:C' 1' r.r:kr 1'LEVI t:1�1i'l'1i kt (ii111' Itilf f,if�' 1�X".fi1i Iti. ;il�ls}'`Uls"r f:! i�''fl:l� i!'f:i� t.� .1d'f 1:R Itirl'(1RT SRA14 UNX LOAD 0.:0O(1 0t.62 1^iEAG Y XON t 4 . 4? J. A , 73 MOM (K•-CST) o,t)4 -j•s114 01.00 Fk. `f�� (3(iq 1 (i (i{t(itiEi 274 r?1 0 4 00(i{•14 t >Cc'.�'YF hf:i'1. (llto.l':`�) 7 (Xf10dt1) *AY.. 11XST4 1; _ :(;'.U(? i"'rt 1 i;(ti4 l.'1 �. SUPPORT FOR MAX •1•r 011 1 M.i�lX 1I11'1 X RVO)) FOR l--/', V1`O 1tEP L -- :J',!14 f rtXN <1 .AT PAN 2 rlFSXfit. 1 ATA MAX 14011 :- 7'' 1.9,1 11AX v:: MAX 1: :3,•2 < 49 i4 . ... .rl 3 ba rt 1 �- SEC man .��►�%.►-t'{1! 1 1 �I\�,i�� r: �1..,.69 PRO A z 37,:173 n ' MAkK D.. ,8FAK Wzrrll t .-ri I VrT - (a::r. V0 -RIUHT t.Y1f.1awr �_.. W 11}iil` i{1J141''t21� 1 I.C.11TCIc 31�AN I".I::'ll7' R ;I�l.l>t'�c.l t.T SSI'hrl "Fl1(.fXIlL' •,riltl:ll� 17- X7,44: SI<`l t),t)(i 17114 I%>9� 4);.t)0 '�'M011 .W-FT) -._ D.,.(t.n..._ Ac1E3�gF3. j),,:ci6.-: 7,l,h1 Ih c3,c)t)t}c)p ' 0 rA '`:9c%X c. j)X;i 1 , .,(: - 1200 r•'r, F Rom W SUPPORT FOR -MAX 4ham L "MT11:(:tium I x in—u) .rult I. p4o pEi'i. ,.:. 6:05..0, 4T14-4 Vf 'ZiPAN a; �t ..2 ja; -MAX�(I.E3ctil3 MAXj::17444 C f 7�4� � MAX l� I, AID NEC ROb S.i}K92 ARCA — 150,52 PRO A 4509 �. '-BE ?S4. HARK B -� 0 i jj LE:F'I . I: i .t 'r LEFT .tU'sl SHC MI GOT 1a'f I J'�E :i�''•li1 '3U1'I'lil: )' }:�'ti11l; 1h t1I► ;R?"t�1' 1;M SPAN LE06TH 0 000 14,00 s 13NTF 1.11:•)Il O,t)O0 11040 0,00,0 SH(%AR (K) 0 , 00. Y 2.9 ! 0 100 13. (X,M) t),Ot)t)OO t), i!{A13 t),t)c)i)i)p l MT(%.Xllt)14 I liI a1.1 rol 1./;:{4() 13{)2e.6rN"lf (;'f ;SI'(i:01 t i11:Sx.ON DATA . . t BEAM ITARi: B - LEFT LIFT LEFT iaci IER RXiyHT RYUH'I f :xMIT :SI'AM CUTER SUPPORT SPAN tJllXl' 1.,t1:11r RFACTX OR t),tlt)a 1,300 tF,t)O4 f SHC:Al'r. CK) 0100 1:.00 tti T�[ l.i'sl (x1!) q , t)OOt}() +'..� `1'1:iti� 0.00000 o 0)l li ! I . , c- (Ja !: t, 'r A) 1 (3L / mi O O ) W. 10,00.:1"'t'►. FROM k.i•, SUPPORT. FOR. MAX. •s•MOM - -.. 'MMMUM .X 12UUD FOR I.l7.4(t OWL,- 292 5. 0=04 Al SPAN r. MOD •w 325.00 f11iM .l .l h :l h ORO A 33,77 ate+ d, '`.St=AM RARK }a-21 44 24.40 KIPS 0 A &D FT f w., . j 1_EF"T I. I:F:r ! t F•r CENTER R 1:T13N RX0WT Ii7CMt-1'r SPAN HUf'I'OR Y CENTER ;ilk AW CENTER S131?1='()RT SPAN M •t FN(j'rla .01 000 25, 000 04000 lJ 1`I X I u! l l.) 0 r 0 0 o 01650 0. ' 'F2E (!Txntq 19,02 14 64 mom {h•-1='r) ��00. IOn,„t) i { T}C:LTA ( X'W.. s) 7t).t)0op WIDOW ?IC:IC%t 3 I'i l' 7 X W 6,00 F T > f'tsOM L l' > !'sf31I1• UT FOR, l` AN 440H if Ii.X't�tLiA! J[.. R al). tr{)l L /240 PgFL , :: 2940,11W4 Al;i['AN :? BE.:X(:3i1 '1,iA VA . . - ) MAX :tom: - •fl•00 7 ,�AX V- .�•tl,'52 ♦ 14I•:,X I IV', 11.3 - y L I) Ct3�1(a:,i1.1'ltifl'I'.(:1) l.(3!l.fi5 ;� I s (. 1', , 0 0 K): P ; In 9,00 i { L rr 1.I I r 1.I;r'r rEN1ER AT(.I•I'r 1614 T R7(31ai SPAN :if31'! flli�' (:f:i! 1'(:h : l�:ls( GE.i`!1'(';I% :illl-'t 0RT 6PAN REnt:-.rxoN 7,15 6 L ,,, 0, 00 mom (K..FT) 0100 64, 5 0 O(_ r�� I'A ('A (X'N) 0s'00000 27. 0607 0100000 -Vgy." 1a1iE-1. t:�t1l.'ri1? :l i (Y/t(r(io) _ a E ■ i `� 'Mzt Xtillt4 X. .I;imji roi.� I. / 40. DI.I-L e n ,0e) .IX0"4 AT SPAN. 2..�` .-t. DG sXtiil ])ATA . 04.. Y.;� ��r� .: � � 15 ��r.>: 9 t. mon s 152 t . 1.1i. .:� AR(.1.1 Mj o)o .. _._' _.... �...._. PRO A ri Alts:: - W 44 to to i c r} 13 41 w m { 1'S 5 is na,-{ G, pram 14 a >~ =cnr�3�x '- x tat Nr:41 'Al .� , - -,- - ' . _ t - -- 'S Jam,►'. � ' � �^-�" --'....... ,� -. � .w.. _ ,,,_ --•- i 5aWWrr{ I:rt,tllr, �. I�-x«..r....�..�...�. r .�f. i3N'� f31ti I Mflr f:I:►r�'�Ir' r (j; <o�r1� J,i "nF SPAR rI rx1, 1 }�.•[r j/- y. i4 s(i .± - sum i ► I'. Iicr ! t.�: � :;tti'rrt3r; OR . { i r• ri'x i:JNam. . I u , MT1 . x 1-1240 stir: r.!) -QI� 1.! r•I. c ff {:Ye"ti�r�"fi N'r tir'�1� { .32,7.3 )31,fi. N I'R.;11'K.31 R>(3;•1)tS R. 4 LF rr I. l-r- •f1tXrs.r•r'r li-l'ryf-!'C I E1vr'flr .sij1 1 f31{.1 f.0 i17 f 1i :;I'1�i1 i� t;li'f [:1::Al7'�ili ai1!-'Is>(3147' `+r�'a1�1 f. 1l�1 [f' hfJ;Y1J 0 - 000 27,00o l l . r) 1.;S , 76 T.tZLTA , (t c (ate 1, 95 47,14 3�Fi { :f,:S1,;fti0 C'` 16 > A*r.'rr•:) / fX!:�i�.(rp) ISOM SUPPORT ORT FOR MAX +NON ��r�Jftirli~1 X t,F(,jt Ff)h 1:.1:��:(3, (3"! , ,3hG1t" y lltAX 11011 7016 max x �,:: Mon sr:c, r1plJ:�. ter..): I; .. 27 f ;s{#� , al;� �Itr: #3 •_ l r�;; , sl }trzc; A. ! : !r 1 4r W r4lu _. y� 14 0. C13148"I ATXON NA Wll2ll'rX{111. t: fa(i'f OR 7E , fr(i. :•, � ;v.....-.__1>+SC1t3.._.__FI== t).1!>,`i ... C-. _ C) .X ,t1t.p>.Sf3;i )_ � i 41 f Ans :, . T •�+ t • 1 ". 17.s OO KIP'i Ib 10O{). FT 12,00 I%,X!'4i { ;3Wi:h0 I: r�. ML F 11((r1 't:h I►X{iFi�' RXGi ll" h f#►HT _ - _. .... 51"'(:) ;il1F'F'#)!i'f..;yPAR a€ IN. i.'.TI IZl`(:i�' . a:.+, [: lflTH, t).00d 40>t1t)o __.. - UNIl- !.()f 144 In ;S S>.I :SWAR t;lti).. 0.0 ? PEf 'fA (XIS' ) {f • trtrtf{)h 6.1 } 7'7ls,00. t (100r{r _ - .X:- 20,00 :€='I• t M 'I:."r t lll.'i'llJ�'I . 1 {ll� I'I� X t il(lH �'1it.l`l;xm.m.i I 1iI:f 3� FOR L-./*24o .)1r.:f Sal" � l'�1��! fAM . `. MAX 110M MAXV.-:: ;,..: r3 1 I�IR): I� '- :,;� � ' 1.G.`i!i>t)t) Ah.X:f) :� ;S{)� .09 Blal .�i . F)!i>a)3 � Z J £fly,)#lf i i rI. U I .f ro 1)1•-AM 11E'.181V N ;r~rnr);xRF'r�r.n#,_'_NA 1)r1� l; IX1)E, Irikxlrolz 1t.00 s .as o ( r=; 2>4'0c? a , c M MARK 11•-r'7 w,BF LE. F l _-- 1 ET T L I fi `1' (Ii N,'l 1: R R IVII I'l l 10 1 111 R I VI1I'( SPAN 131,11"POR 1 C>.►! 1'(-k gl*.:"41# c, N 1 f" I► stjvl, iolo 1)lselN I CS v L E N (, "111 (} t i1(} (I 1.64000 (} t {} (} (} ay ,. 011`1R1 1:i1A1) o>, 00.:' Qr.!lsg. F -.rsFli AR 010 t) ► 00 !) > z 4: ! .14 01.()0 m �If:l. TA 'i"��#) i),t) )c)i)i?._, .: 1),%:J9 Yo t) >S){)t)t)Q - y &A,14 01"F-f t - (111. L r. (;) .1 0 f >', 0 (} (}. ) m }k:JX 1tx r`r f :ice 5; > 00 I'''.1•.: f. Izfljxt .t,1, > 8,01'1yllRT FOR N. *10?t ss ` 41 J_%,.X_Mta1•, S IZI1../ ?:�til ]ti"I #.. «-= fi13�`�.'7.;X:%#"'!a Al:'sltf:.h J w CQ 3 .. # MAX MOMMOMMOM:_ �;,�1 >,� I �Ir•.� c�:: f,414 MAX is14 Sfii. moll .- t,22 ; f111 AIZf;.�1 ;i:a > E3 Y RV 33A. :I i i BF614 MAt.RK P, -ass 1-FE='r I. F; PI I [:'I.'r GE 14.1 rR itT6.If( RTI: 117 iZ7(,r!'.r 0014f'�()14 11INIT F 1::.[lAll t) , 00. l ..6.q MOM (K--FT.) 0.00 ril3 t R (} G t (}(► 111=:I: TA (:CAI} c)rt)tat)t)(? t ,7}? I.t)A 'YA 1)1:rI t �(:111'I.tr, / culO(W) X: :lt) F1'.> FRIIM I I': .t3kll'I'01 1` t;[tl� i1;1� ;TI(1M .. 1 tlza,x# 1#r x Kitt.1] FOR 1. �?4a 1y1: ,1. , .= 1. r��1114 TIN 4 A, f)Pt. r,� 2 i { LIf;t1 (`t1N DATA i StsG' i`IQ11 _. ,!►r)t) :lliC?tl fslslli: I:.-Ilm ?. :49 95 4 - r;h or [ f) l;. k A. 6 , to f a tt••E.r,A. its T, KPFF IcH ffltE)7td{arxtl{� t�rti I. F AI Fol< a , 0( r 1 .. J. ' rA alrllill`.(<0'1'10'1'!":]X l.tl'rlSx .......... i. Sf d r1l "LE F't I.1 I" r is l='C ta, i:°[ I;1'. 12 T C,I.t't ... _ .. 1 v1 1} mi'Isfil l' I'i:yil1't:R :i111"E�f3E;l' o w° a0°i ,iF'riil LFtiC "rI 0 � 0pC► `0IY{Y y � AC r tl t r; 47iY i1 �r �f7 Stl(,.al. C K {).f {)Q .... �yll p"(Y {Y j;(YtY -� c)►t)[Yt?[) c), tli414 � „w,.;,,• i t �Ky,.r� 11E ; L t � (31!"I.'r;r;"} / t ,r,l� {tSt(?). •> >:i)=? #'' I' PROM I.J. SUPPORT t'.IjE� iMe1:S I �tl`IIf :.... X:k;k 3:[r�+..1` • ;C= .. .kEI,)1 FOR 1..1111m) _ t4Clt'i :: ,?li s UCY 14i �1 : i a 150 MAX ii � .i(Y i ttr.?: MOit l4o {).{) Al26..r1 } E= M )l (1.1' ..10 k � ,4 1 { 1 k i I k a j.x y dA9Qt flo by G ttatb )ob ra CfrDCkbd U �� dale a i r: -741 q i a �I }a r-t 14 I(Pff.pwlari T>ACH ..�� :heal nu -22 ,-i "4 ronsuHingongEneers csara inn Co DD ° ,5 RK*W. wagon ctwdwd . 41 o ad►e gxCo V4 H ifs" Ao. L; Fr rM. =, CA* I s" 4 . p �. u. � ESQ m ,oCD !. N -r4. �-rao. -- mW ,°, r H ca = Q p 4 0' J. ij 4 i } 1 'r i by dvia kpff „a job as [ consulting englneets 14 J O ieattle. wdswmtop We 4r e'P w. o i 4, i 91 i4- S t � � 7 Y r is { U. IX) .- c �y1 4 ,z : f � 1 I f m 0 •H 4 41 NO. OF BEAMS COMB.. CODE DURATION FACTOP. ALLOWABLE STRESSES (K.S.1) E : Mbb. KSi H G o'ICpS 4 [u,tP- BEAM MARK vP-.LOA Q NO. OF UNIFORM LOADS =/ FT SPAN LENGTHS (FT.) LPG` LEFT CENTER RIGHT I LLFT I LMTEiZ I?CNT i BEAM W NO.OF UNIFORM LOADS -n FT P N 'LENGTHS P 5 Q MARK � -LOAD LEFT CENTER RIGHT LEFT' CNTE� 3�NT lets I z CONTINUATION B CP P- LOADS 1 01ST. (KIP) (FT_) P-- LOADS (KIP) D15T. (,FT.) i 2.4 - H p I Cos 1CS 2- 2.2 C 3 = 2.. o 4 = Sr2_F_SSES ILIPLR ALL VALUES U. L.SI. P L NG LEIRT S CNT-F p Tt4-r � 71 ccMB i - 2.4 = SS5 h 4 STP cCS lLiPu7. ALL, .V4LUE.S 1 u LsZ 4 y,i O. t O 4J to NO. OF BEAMS ;ffB. CODE. DURATION FACTOR ALLOWASLE STRESSES. M5.1 E• I,A M YlSI f H c q •n4 . O St. .4CNA[ r o � BEAM . OF UNIFORM LOADS / FT. SPAN. LENGTHS (FT.) W N.OdPT" P:LDA LEFT CENTER RIGHT LEFT CIUTER LGN�` MARK � - r0 to co 1 BEAM N0,OF UNIFORM LOADS �/ FT SPAN LENGTHS FTJ 4]P MARK c) P-LQA LEFT CENTER RIGHT I LEFT C—MlEL 2G NT j (CONTINUA`i'IOFV 1 P—LOADS' DIST. KIPFT. P LOADS DIST. QFT/ _ Q L24D KIP FT. L�3, -- I= 0 R �EIFLS-crlDkl Q- E-a I! 12 G- Lk EU,TS a� BEAM i-q O.OF UNIFORM LOADS FT P L NG S QP7 a MARKOLOA.O LEFT CENTER RIGHT LEFT CNTEPfPGP7 a CONTINUATION P-- LOADS DIST. (KIP) ( FT.) come c:obE-s i = 2.4 N =Oi{Gas KS- E- 2.2 C a.S95 KC �s 2: 4 = STPLSsCs IupLn ALL VALES .111 LEI. fl `a �y �- gala —1-� y`p+. -`kpff bcatfon }� nq v ,-� consulting enQlnesn ck«,r . chockedA m oa .' cedttls vhinoton doto tJ p ;, M RL90f PttiRU N S 8 Gs�+rilu L:. Gf151 i U. Z.-r°� 6'. 74 � R z¢+ t't 7 2. rr+ oCm s�4+ 11l5 4, � ED ,iu m r Im l.u., 44 t ►� ¢ yr W :. , l L T i wi 3f Y i ,'jf K I .f-t.. j ., 1 ...J:- :.. I .. - .. .. LO (�:-dRil,'Too ALL 1 .+I� U PUf' tx1� I9 F 1 �4 f, 1 6f -VIX tell— f T�� t ti �� 1't$ twz 614x d$ � � (b ¢ Ga'¢k �i y ! .x 17 FI-LvMT'Sf t0ff 161/h b' 5 = �{13 - 2- 7`C Y E PA F. 171 iocation consuoing engineers dote cd 'dwood job o VZ - f a = _ .ta 0, w ii1¢w .a I 'S 4j .4j tJ4 to63/g x k+ J. .2 i 6r4 *14 w 14 o f rr-r. o. ,, w o to, r, f4j 44 r ,t i ;' { bV f consulting a-Agli mrs grant WCft WasW pton dato r � � RooF 00,4=ETE Tt 1, i :` 45 x Yi h 3.. k � � m a("4M 0 tj 2 a r� 2g .PsF, r- odr2S E �'i� r.5otu�[ rc. 4vT; GoNc,. [ 3Arr pe,3 JOISTS z.T 1 UG':µz 5 MSSIz 30 . rA4-r rn o m L 6-0 Z Y '1 7 P9/oGt by DZ-L- itWEl1Y3 4to "( � kpff Ioc r4n data to to .cc � .. lt! consung a ngindom clot checked Joerxi 40 Baal* WOWJ ipton o s 57(c-�150 s.� ,-70— 2.5?-0. to-X.too, ..749 S1a8 .At m '44.41 4CO �-.+ a G� .1;�5 (y3G. 3.Z, ti:r»� :.. O.zZ •'. GCaK .. .. 77 7Ca t i p ISO) g. LL = Lit 20 + 10 100').^ 1 = 33c7i;7 Lit - f • oro3mci � kXnrc r � DZ'i.. �nsat r�ai . _ consulling erglrraers cw .0 . �aott womhoton m Vic; •Ar+ IRV F . 05004 — .l sod ilk ZC) 44 Lip :. t7L = t � 't- 1 O 3b. = Loafs w/ ' LA- t IZ zz:> + 4co A-ioo) , -7q r _ 0 to to *4CC� P r. a LL � N- ZJ z 17— -czg t roe � , .a * too), -IFr ,t. r -- zc% 6% CCD r A-4 "7 r ►� by �. #eef ng. m .� =ean consuffing ervolneers 3 t . il.yD Beast iaCIHO N1pq. R`I � - V4r 5 t �i 0: i.rS Ei 40 i �yy r• p 4 QY ,' - C7Gf-� X r s.+ 44 in w as 4! C� 1,. 3� ,t r y �i w A .� ly 44 � ra , consulting e n a : wotttp wokftt C]' . v, .tom 3 i Aj. - .. . f 44 ,01 � < � a m � 1 4 . fn .--g 'M i MOO a t:), dWo S- 5"S Qtneer� ' on ttieclraa kb na data '.j �II `I 0/O 74 y P Y- J C7 vo l g, -r 4xzy� >1 IV 9 ff Lt go k=tson u!ling engineers w o. wattle Modhbwon Job m s .. tlata 44 O Qj 41 ° .."i i --rp C; r_ Lol G .w a`�i. " w m 1 i 1 uTORPt�F Ltsr•�y j: r tl3 ff tton yrisel no, p g comullIng erQlneat5 loco dots . 5�. ..,� eacttpo Hcu 10n cksp job rn G7 .. dote QZLL D L. = I LO *- FO 4i�0 PILE _ osa ' 44 :.. Ito e i .D-, = o r a 'z = SO4-tom LA- ZSZ��, !. Gc3 S; DL IEa#�3 T Icy' 50 -- 5 P� 0 zo -r .I- Imo, ,... �.. ; � �� 4# L i J 0o r+ � � . ! p1O�` cOnsuffl � enpfrioets �aa3po uaatyr,pion went o bksd )aba date a: p D�15U is f~ .4 ��- r- I-.Z:7 =;38 �GF w. to. �r q : oo tt 3a =-og�400 � YofQ 7 rm L ZO GtJ � A� = s80 PLC L L = CID ZO tU fay co j i 't a kpff t COMUIling engineers taattfe tlolo r)a r�i r� It. 3 d 17 acre lid' 0 O- o: IIJN !, . _ 1 to R 0. s rO PLF l i a • z 5 71. m 01 ca h{o. r P P PLF f 1 iII 1 ,E �i rs oro �r C'H by D� L '�rat nn FA1 �a0 f Tocaslan date �^ Qi yi .�u o conuf In englnesrs Coedchecked job m 4.3 "atrle wcs *cftn tl G'7 � .� O -co: � 1 f 44 .: t" r .0 ld ��.. 1 14 kIf :.1 0 .0 9 41 comiling oric 41 y-1 r-t �eanM vrafcr m � L .14 .t0 .4j 44 .R . 1 .A) 4 hi sti �1 n' 6 11 -'' .. $ E- f r ,.I v 0 . R : ■ k °® � 2� >a cr . [ « po } 3� t�,a 2 . . . 0 m <� a) < ? .44 ,«�^\^: ra: . . . \ \ . �^\ \ ar eo ` a m � 04 14 w o a 41 r , 0 Lo 144 '(D 9 W. u 41 !■ 1 i j 4 r S I �E 1 f Ash _- j i.. R w.da�swo�w i 4 n vim+ ice,A,4 byj7sL ;moors : data ox:>C o Cn2 3, 7 z -,ZQ 37Z0 ILI- 9 %.7C 1 i i i i i '"'� C3LUt� �-ki3C3ilt!-iI CV UGNIYI --- .� }^t ' w DESIGN W GLAM 4J f PROJECT DESCRIPTION N4 a NO. OF COMB. DURATION ALLOWABLE STRESSES (K,S.!% E mbb. BEAMS CODE FACTOR f H C KS i w ' NO OF UNIFORM LOADS " r! FT. SPAN LENGTHS (FT.) bPT :w BEAM MARK P-LOAD LEFT CENTER RIGHT LEFT CMTEQ 2614T M a tsar-' -� •l BEAM MARK MUST BE FOUR CHARACTERS FOLLOWED B� A SPACE( NO COMMA). DIST. P , gEAp�[ NO:OF UNIFORM. LOADS I/ FT SPAN LENGTHS FT: OP MARK c� P--LOA LEFT CENTER RIGHT I LEFT � I E2 2G NT OPT: Q L/P-40 FOR T-*�CF LECT 1 o kj IZE IL1112ELk EKITS _ 1I j BEAM ,j NO. UNIFORM LOADS I FT ' P N LENGTHS O P" .69. MARK to-LOA LEFT CENTER RIGHT LET Cl�IT+2 f`GNT P-" LOADS D15T. KIP) (FT.) CONTINUATION P- LOADS DIST. (KIP) { FT.) C�M� CDDE.S. i 2.4 = H -d ICoS KS 3=2,o c CsssK 4 = STEE.SSE S I Al PLR ALL VALLE.S W LSZ fA :.r4. i M dl ,� 14 r 44 0 F, pw to p f NO. OF BEAMS COMES. CODE DUR,4TIOh1 FACTOR ALLOWABLE STRESSES (K,S.I3 E Mp U. Ksi f H C 4CNAG ` '0 BEAM NO. UNIFORM. LOADS .r FT. SPAN LENGTHS (FT.) OPT w MARK t3 P-LOA LEFT CENTER RIGHT LEFT C4TEQ Q "TT y �. CONTINUATION l P-LO DS DIST --L S IST -s BEAN! MARK .MUST BE FOUR # *; CHARACTERS FOLLOWED 13 . (KIP) (FT.) (KIP) (FT.), FT. . 'A SPACE( N0 COMMA) . s Lam, 7a IZ _ DlST. P 'l BEAMNO.OF UNIFORM LOADS/ FT SPAN. LENGTHS FT. UBEAM � MARK c-) P-LOA LEFT CENTER RIGHT i LEFT CM I EL 26H7 x X P, •p-- LOADS• KIP DIST. . FT. L •7Z (o,77 1� 1 i P_-LOADS DIST. KIP) (FT. Dom: Ll L:/?-40 FOR DEFLECTION P-Ea U 1 P E. k tiklTS BEAM MARK W uP-LOAC a. NO.OF UNIFORM LOADS � FT . P L NG S OP` LEFT CENTER RIGHT LEFT C ITEP- I Q47 X K E6 uQ 0 .---- - 0&. S ----� CONTINUATION P LOADS GIST. (KIP) ( FT.) GDMg CODE....S 2.4 = N=Q,i(n5 KS = 2.2 C -D.S95 K s - 4 STP.,ES E S I UPLR ALL VALUES W Y Z 9 1' ¢ U'UC-L1-ti1�I1�K! C!J i , DESIGN . GLAM ATL_ ;1 PROJECT DESCRIPTION 14 a t HO, OF COMB, DURATION 144 04 BEAMS CDDE N ALLOWABLE o FACTOR' STRESSE5 (KS.I� m ML1. u i A 4 C K 'Z (40- 0Ito BEAM W No OF UNIFORM LOADS .� ;i 4 MARK U P-LOA DS tir/FT a LEFT CEhrTER SPAN LENGTHS RIGHT LEF T AFT.) dPT { zo c ITIQ 92 N T ki P-Lp DS DIST CONTfNUAT10N (KfP) (FT -- t_ S IS 1 BEAM MARS` MUST B (KIP) CHAR E FOUF tF'i'.j A SP CEERS FOLLOWED B NO COMMA) DIST BEAM j No.0F UNIFORM MARS( c� P `LQ4 LOADS LEFT CENTER n 1 RIGHT SPAN LENGTHS ,X � g a' RlGyT I LEFT' F�: p P a ,, � � eG HT Z-5�--.� P-- LOADS - (CONT DlST, IiI[[IATION , 'KIP Pz LOADS DIST. FT; ------_- . Klee FT. (3 P� = �-At40 2 ELF LS {t2 p kA F KLTS . BEAMuj NO. OF j MARK -LOA UNIFORM_ Lo,4ns Fr CENTER RIGHT P L N S. �P.. xx 3.9 _ LET- F. P LOA S DIST CONTINUATION ( KIP) (FT:) P— LOADS DIST. COfNg L]DE.S �--- fKIP) C (FT_) i = 2,4 - ----� -� 67S kS Wpm ALL VA LUF-S t_ �iI..VL.. L..CtitilltKi �.0 ia�Tll�f DESIGN "A( .�_.. .... h4 to ri GLAi1A m PROJECT DESCRIPTION 41 NO, OF COMBE ALLOWABLE STRESSES KS, E #vlLl d. 34 BEAMS CODE f H G KS I o Ok FA r, r BEAM NO. OF UNIFORM LOADS f FT; " SPAN LENGTHS (FT,} pp- . # ,, MARK. P-LOAC LEFT CENTER RIGHT LEFT CtiTE pa NT 4 " P-- LO DS _ CONTINUATfOiJ -. L 5 lST. BEAM MARK MUST BE POUF DIST ('KIP) (FT.) •. (KIP) {F `. CHARACTERS FOLLOWED B` ASPACE NO COMMA) ' BEAM. MARK UNIFORM . LEFT I SPAN LENGTHS FT. dP I LEFT' r_.ItI 1e ea HT W NO -OF P-LOAE LOADS ! FT CENTE R, RIGHT 7,- LADS'P- KO� (CONTINUATION)Z3, S 0 L J�4� / - = 1 L_IS60 oF-�: LECr[olu 2EaIJ [QE.E.KITC-21 DIS FT. i P_LOADS KIP DIST. FT. BEAM 1vtdRl,� W Itr NO.`OF o f nn UNIFORM r ccr LOADS � FT n�w�. �--f. �._.._ p L NG S F pP- _ _� CMg CQr]I=S i - 2.4 - P— 2. 2. C q _ STQE'SAES (UPLFT ALL VA L[JE.S 1 LI V-. S Z -fit i r t i � ULUG 1_H1YlIl HI mu omiAivl e DESIGN , GLAM PROJECT DESCRIPTION ACA4 r a € o NO. OF COMB. DURATION ALLOI'YA BLE STRESSES (K.S.I F_ mbb. C BEAMS CpDE FACTOR f H C KSI m Pd. . BEAM NO; OF UNIFORM LOADS =! FT SPAN LENGTHS -(FT.) DPT oa �IMARK 0. P--LOA LEFT CENTER RIGHT LEFT CMTER 1.2L14T BEAM MARK 'MUST BE FOUR CHARACTERS FOLLOWED BY A SPACE( NO COMMAS i DIST P' SEAM NQ.aF UNIFORM LOADS it FT SPAN LENGTHS FT. 0P ENTER RIGHT I LIrFT' CM 1-EL 26 HT MARK cj P�-LOA LEFT' CENTER CL (CONTINUATION)I P LOADS D.IST. OPT= 0 L/P-40 1 KIP F _ L f 3(D FOR UEFLE;C-rlol� i BEAM Lj NO.OF -LOA UNIFORM LQAD�, LEFT CENTER F7' IPA RIGHT - - NG S LE.PT CNTEP 2G NCI' UN MARK LO uuIV I JINU!-lI Ivlvi P-- I_.OADS DIS (KIP) (FT COME LQDt.5 1 2.4 N = 0. I COS Y, 2= 2.2 C=0,385 4. = ST2F_SSC S I LI PtS ALL VA LL1 ES 1 u IC S I DESIGN 1"�A o GLAM t PROJECT DESCRIPTSON AGH 0 F gz 4. � w i d "4 �9 NO. OF BEAMS COMB. CODE DURATION FACTOR ALLOWABLE: STRESSES (K.S.13 E Mab. 1CSI f H G t 4 CKAG BEAM MARK �' j NO. OF P: LOA UNIFORM LOADS rf FT.).SPAN LENGTHS (FT.) QPT , LEFT. . _ CENTER RIGHT LEFT' -MTEP- - I2f 14 +s m e P—LOADS DIST Hgo (KIP) (FT) g `Z 0 SEAM MARK j c3 NO.OF P-LOAq UNIFORM LOADS W I FT SPAN LENGTHS . (FTA... OP LEFT (,E'tTER RIGHT 1 LEFT CM s E.L L:)G HT EL . rn ' QPT- C� L:240 L.� 60 FOR DE1 LECTIDU BEAM MARK. ,; a NO.OF -LOA � UNIFORM LOADS T FT) 5PAN NG S OP�I LEFT CENTER RIGHT LEFT CNTP-1 I�G NT I UUNTI NUATJUN.) P— LOADS DIST. (KIP) (FT.) 2.4 H = 0. I Ca5 KSl 2 = 2.2- C. = O. S gS Kc 4 ST2F-SSE'S WPM ALL VALJF—S 11,1 l! SI } R3LTC WORK§s 85 25 GTY HAT L t OMlX (NEV) 2 Of �__ } ;W rt Plan Check 2002. Larry Romig; Port Angeles 4 Q. October 24, 1986 a y, Page Five as 'Cemcei f 14 13. The Panels are evaluated under PFC 3839 as a skylight. The o 44 c aggregate area should not exceed 25% of the floor area of the mail. Section r °` 5207(a)5. Also, the plastic skylight should be mounted a least 411 above the plane of the roof by a curb., Section 520.7(a)1. , ! t}� 14. Ea.ch. air handling system: providing heating or. cooling air. in excess of: 2000 cfm should ue equipped with an automatic sh.utoff.. The automatic 0 to shutoff should shut down the air moving equipment when smoke is detected N in the circulating air stream. Ths smoke detection should be .by a smokee !f detector installed in the circulating azz" ir ducts ahead of the; fresh air ir:let. .w Section .1.009 (a, b) MC . ti EX I-T COMMENTS w-r .s is ,01 r 1.. Al:l. exit doors : should .be openable from the inside without the use of key special knowledge or effort. Section 504(c) . There may :be ,a problem at the 44 second floor if Door n125 is secured from . ie lobby side. See Sleet A2.3`, 2.... The council. ci.amber : . . a.:. Corridor 108'. should be 1 'hour fire resistive constriiction.: doors b, I 1, and 9. should be smoke tight 20 minute fire protection asseimblies. Section 3305(h1. b. Door' 0.1 could be used for exit pgrposes and should comply as an exit door. Doors .should swing in the direction of egress and be ! equipped with panic ha.rdwal�e. Section 3304(c) and 3318(a,) . c. The steps in the aisle should not be allowed. if a conforming ramp can be achieved. (1 :8 slope maximum) . Section 3.315 (g, h.) . , d. The side of the rampedaisles thFA do not the. fixed seating: should be provided. with handrails. Section 3307(d). lwy e.. There should be: not more than 5: intervening feats between any seat and. ;the nearest aisle :. 5ectiOn 315; d.)F f. The ramp landing at the top should be at. ?east 5' in length. Section .3307(d). ; 2. The second floor should he ,provided with an interconnecting ; hour 1 � coat"idor that is Continued to the exterior. The concept of -room to room exit. may he possible without 'the corridor if modifications to satisfy he. w fo.11oviing areas are .marle. 5 z Y f • �y .a bo Plan Check :2.002 ,j H Larry Romig, Port Angeles October 1=5 1986. Rage Six W 14 44 c s 1 a. Open offices areas #213 and #207 should be made to complyas ,one +V, ''oc ; room. Greater separation appears necessary between rooms 20.8. { co and .205. ? o , b. All .adjoining small rooms that exit into the above rooms. 207 and 213 4J.should ° be sized so that the. -occupant 'load in- the individual rooms 44 does not exceed 10; including. the conference roost. Section 3303(e), Exception. F � k 44 c. The second floor lobby, the. entry foyer #190 and lobby #101 could a. be considered >as I room arid. be � egress; Provided with 2 mans of ? ress': 1 of which is an exterior exit door. Exit signs should he provided 41 Aj over. Doors #1 and #15 and a directional sign should be provided at 44 Lobby 4101 pointing to the entry foyer n1oo. 3. Exit signs should be provided over Doors #14 and m56. See Sheet A2:.1.: t Section. 3.314(a). j 4. The power supply for the exit. 'illumination and signs for the gym should i be provides with an emergency source of power in the event .of the failure of the premises wiring system. Section 3313(b)2. i 5. The exit illumination and signs. for Foyer #100 and Lobby 4101 should have separate branch Section circuits. .3313(d)l and .33:14(d). f 6. Stairway 92 :should :discharge into a .conforming 1 hour corridor with openings .protected by self closing smoke .arid draft control assemblies having a rating. of not less than 20 minutes.. Hallway #1.38-139 shoud be made to I comply. Section 3'305(e,.h), alyj -{ 3 7, The two required exits from the first floor of the new south wing should be interconnected with .a corridor of I hour tire- resistive construction with. f openings protected. by self .closing. stroke and draft control assemblies. with. a a r,91nitmuin fire rating of 20 minutes. Room to room .exit concept does not comply with. the layout as submitted. See Sheet A2.1 . Section 3305 (g, h,) . i 8: A typical cross section of the: I hour corridor should be provided. The ;,. 1 hour walls .and ceiling g as well as the duct penetrations of the corridor should �Y be shown. 9, The corridor 9172, has a tributary occupant load exceeding 30 (deducting room 174, 173, and 1.67, i compute .39 occupants) 'a Walls and ceilings should be 1 hour fire resistive :construction. 'Se.ciion 3305(y), b. Openings should be protected by self closing smoke and .draft control assemblies with 'a, fire rating of riot less than 20 minutes. Section 33a5(h). Plan check 2002' •�+ Larry Romig, Port Angeles 1 October 24, 1986 a Page Seven 0 M -.4 V c. However, you may wish to consider Exception. 15 in Section 3305(g) with the installation of smoke de'sctors. w o 10,. For your information, I consider the landscape mall, as a room based on an occupant load factor of 100 sq ft per occupant. I calculate 52 occupants. k a Although the west entry is a corridor, the tributary occupant load to that ° corridor is less than 30 since the landscape .mall is provided with conforming exits to the north and east. Also, I Have assumed an area separation wall between the existing gymnasium and the mall. Doors #64 and #6.0 constitute. horizontal exits and therefore would have no tributary occupant load to the mall. ' '''',o 11. The existing gymnasium:4. � ar. ? `: f 4j 4j An overall seating Iayout for auditorium use should be: submitted to u ' you for review and approval and to your Fire Department,,for future' <; enforcement. i b. For auditorium use, side.exits are required:. If corridor #147 is :a side exit, it .should comply as an 'exit passageway.... 1: hour fire resistive construction should be provided for walls, floors, and ceilings and openings should be protected by 314 hour fire protection assemblies. Details of the passageway should be provided and Door ;#59 should be changed to 3/4 hour fire protection assembIy. c. An additional Side exit should be provided with an exit passageway to the exterior. 12. The required exit. width of the gymnasium based on 1300 occupants is as follows: a.. The [*fain exit width. should pe at least equal to 1300 _ 13' but not less than the total width of all aisles. 2 50 i Section 3317(a) 1300 b. The side. exit walls should be not Tess than = 8.71 each. Q Section 3317(b). 3 x. 15 i; 1.3. Stairways .(Sheet A4.1); a• A 44" stair landing should be provided .at the intermediate landing. j The skewed stairway results in a variable width landing, which does not comply atthe north side. See AIA4.1. Section 330E(g). F b, The guardrail height should be 42" high. See Detail. 8/AM. Section 1711. 1 i MY ` PlanCheck 2002 Larry Romig, Port Angeles as October 24; 1986' rage Eight :4., W 41 0 a c V" to -A ' . C. The Sviclti� .of the. stairway on grade. at the east end of Corridor 0108 'a *� should be widened to accommodate the total tributary occupant load. (Approximately 11 ..611) Section 3303(b) . Note that intermediate [[ , 14 handrails should be provided in accordance with Section 3306(j), oa: ; 14. Stairway details should be .provided foil the stairs located at grid line A/4, F/17 + 17' and the stairway within Corridor "#108. The rise and' run . should' be -defined and the handrail details should be shown. See Sheet A2.1. + a s j i Section :3306 (c, j) : N.ote. that :the Washington .State Disabled Persons L .Code requires at .Ieas't one handrail to extend not less than. 12" beyond the top or less than 12" + one treats width .at the bottom. Ends. .should be returned 19 or ter hi inate in newel posts or safety .terminals. F" m o m # Door n59 serving the :existing meeting i'acim should swing n. the direction " -+ m:; { of egress anti be equipped with .panic hardware, Also; ,it should be a listed 3/4 "} hour fire protection assembly. Section 330.4 b 337?- (.) (a) and 3318.(a) i s+ .. , The above nonstructural' comments willbe: followed shortly bythe structural: comments, j� Very truly yours, ' Frank S. Natsuhara, P.,E. l Regional Engineer F a hmin Enclosures qT! r L P i A IYASHINCTON STATE REMLATIONS FOR UARRI,ER-:FREE DESICH. (Please do cireled'items only. Code sections cited refer to tha amendments in WACSI-10 dated 2-15.85,) 1. Site accessibility, a. 12'-6" wide HC parking spaces should be provided. Section 75031a,c),. spaces are required, b. Handicap park(ng-spaces should be located so that the accessible routes of travel from it do not enter Site parking lot or driveway, A rtvision is required and. curb cuts and sidewalks adjacent to :ttte spaces should be shown,, Section 7503(bj. cQ The sidewalks Shouldbe widened on set back at the curb cuts .so the ramps are net between parking spaces, do not Obstruct the sidewalk and have a landing at top. Section 7502(e,-), Pdd. An accessibla route of travel should be provided between the accessible buildings cn the site. and from the public sidewalks to the buildings, Section 462; definition of ACCESSIBLE .51T.E. e. A maximum slope of 2: should be show,, in the HC spaces and among the accessible routes of travel from the 11C parking and public sWewall%s .to the prhnary untrancels) to the buildings., Section 7502(r); '75.01d).. . Slopes steeper than 71 should be considered as ramps and should. be provided with complying landings top and bottom, if ramp Slopes. exceed 1:20,, handrails sitould be; provided. Suction 7502"(",la). g. The side slopes of the ramp appear to exceed a 1t6 ratio and should bu enodiflud, h Walks and ramps should ba of firm,.. itebtu, Smooth material .with a: nonslip surface and at loasi 44a wide. Suction 7502(d,i). I. Each HC spate should :be.showra as having a. ground sign 4'-51. high centered at the ;head of the sp.)ce and Gi bearing t1w. +lords, Stuto Disabled Parking Permit Required". 5ectiun 7503(e). signs should. ire Shown at every primary public site entrance -+zit. at: the major junrtioliS leading to the SIC spaces and primary public building entr. nci:s, displaying She .riternational Symbol of Aceus_ and indicating 44u. direction of travel, Section 750211n): k, Sittr. tighting of 1foot-candlo at grade level should be provided along theaccessible routes of travel and at the parking spaces. Sectton 7502(t). l• The passenger drop off space should be: 12' wide x 2Se loag (parallel to.th.e accessitate route Of travull. A curb cut (lulls not) required. Section 75041cl:. m. The passenger taading.spaces should be.4'' wid"'a x 20' long and.parallei to Vehicle sp3iu and accessible ratio of travel. Section 750.41d1. 2, Accessible toilet roam:facilitiesc p. A 4q" :x 48" minimum. unobstructed. floorspaceinside and outside ihr. dour, leading" to the HG..baths'anJ a minimum 48" wide. aisie to the accessible water closer compartments should be provided. Section 511I0., b, A 60" minimum diameter unobstructed floor space should be provided within the .toilet rooms (with 12e1 maximum door encroachmrntj.. Sectioh 51.1(a)1 e. Accessi:�ie water closed r.Ompartmen.ts should have a minimum clearwidth of 4'6" and a depth of 4'-8" and.a 32" minimum clear entry'widih• Section 5110). d. The dctaits of grab bar. to be provided at the front. and aides of tl)e toilet should' be ,shown. Section 511(a). e. The lavatories should have a rim height of 33"-34" and a 294 minimum clearance underneath: Section f, Lever -type fa.icat handles should be provided no more than 17" from the front of the. lavatory, ThK Muter beater serving the lavatories should deliver water at, a maximum temperature of 120" F unless. the rlr:,in Pipes and hot water tapes are recessed, insulated or guarded to proven► contact. Suction 511117). g. Where 'towel bars, dispensers, trit•rors, sheivus, dryers etc.. are "provided, at least ane_of each should be within 401, of the floor. Section 511(b). it. At least ono urinal' in the men's tullat room should have.an elongated lip with the opening of the basin within 17" of the floury L Accessible urinal(s) should have a minimum .30." wide by 48" tang unobstructed floor "space in front .Section: !il l wj. 3. General requirements: a.. All areas In this building should be Interconnected with. HC accessible routes of travel (except storage and machamul rooms) Note thatlstaers do not comply. Section 1102, definitions of ACCESStaLC UU1LDiNC lihd ACCESSIBLE RGUTE OF TRAVEL, and amended Table 33-A. b> Elevators should be provided for access to floors above the fiI•st story. Section 5106 find antenried Taable. 1.I-A. See W"hington Department of Labor C Industries for these requirements. c. Omission of an elevator to the second floor 1s subject. to your approval. Suct(oat a03; Exception 4 and amdncled Table 33-A. . d. Accesg to. R-1 accussibleladaptable dwelling units above the first'slary may alternately be made by complying ramps Or grade -level ac.ecs)ble routes of travel. 'Section SIOG, a, Aeeusillato openings, should have r 3211 mInJmun ctoarwldth. Section 402,. definition of ACCESSIl1LE OPENING, NOta: 2'-8t' doors may .not achlavo thls,l G All doors in the buildingg which .have a latch act or tacit set should haVa lever -type operating hardware, except doors.'to mechanical, electrical, janitor and similar rooms which should have knurled operating hardware, Section: $501. g. Accessible doors ,should have an 18" unobstructed floor space beyond the strike jamb on the -clear :swing side, .Section 402 dufiriiHp n (if ,ACCESSIBLE t)pElJlftiC. !)Hors do. not cocaply: tOVER) N y2- e rike amb shoul be rovided -zri the side opposite 'tilt! door swing h. where ubstrucd accessibleldoorlsaare �equippedace � with h a closer land Wch,d Section 4oZ, defii}ilian of ACCIIS51tll.E OPENING, Doors do nut comply. k. ays r should have . at hest one handrail :+inch extends 23" beyond the Iwtsanl and 12"beyond chi 5lairwo each. stair run. NC. Amended 3l06(il. The other handrail should extend 6",buyond the top riays top and bottom. a; Stairways should have rounded non -slip nosings And have either the undersides of the treads sloped al 6k° from the horizontal or sloped risers, Amended Section 33061m,n): K, Ramp should have handrails. Installed as described in (1). ould tin displayed at the public building entrances, accessible public !. The International symbol of access sh toilet rooms and required accessible exits. Section 550314. ' 0 Signs. .for Zhu visually impalred should be provided to identify public toilet and reception rrhgps, stair:, elevators, and all haxs�rdous .roams. such. as machanieal, clectricul and storage.. SeCI[grt 5503(b), y, Specific requirements: a. Non -slip flool' finishes should. be specified In the toilet rooiax, shower roams, and along the accessible route of travel. Se.411on 5502(c), should be--accessible--il should have a iou or to be enlarged' At least one shower in the common shower rooms .. has:: raaunted at a max[mu l An so" wide, have lever -operating handles. ahand-held sl+ewer spray an fi0" long 511 3" alsoye She floor, a 3l ." long horizontal grab tsar at the. ear and sid v+ r. SO nrJG%K,{el Thresholds of 4. �: , 1 " h 1Jf ,]'r`Jti{' r" should be `flush nr heveled'with a maximum edge height of i rif r� rrr..� a Tt t(c.d) c. 1Yater fountains -and public telephone yshou.[d be revfs`� fnd/4�e�-fie" so t�t� Co pl ee wit Section , can be xerif[ud..14A e 34- el ha ti � /Ir). �f" J ! r err/ d. The manual fire alarm shauld lie: mounted no imore than.34" above the floor.. Section 511(ts1. e. tnmodate the disabled shodld be Installed adjacent to turnstiles. Section.3304'(gi. A door or gate large enough to atca L The bottom of the vislon `panalF to doors should _bu. within 40!' of the floor: Section J30ylil. g, Corridor is on the acCessible route of travt] and should have a turnaround area of 44 " x 40" ivithin 1l. Sacthu 33051b) • i 11• ks, over SW long and, should have a SO" x fi0" turnaround area wktliln itsrntddfel third, , Corridor - Section 3305It71. Corridor is. over 200 long + and :hauld have _ 60'" x 6oi' turnarounds. Section 330510. ), Ramp should have a'landing at the Itoplbotioml. Section 3307(d): k. Ramp is over 30 in. rlse.and requires an .Intermediate landing; Section 3307(d)• 1. Ramp ,. changes dire.:tion and should have a 5' x 5' landing 'there. F. M. poor reduces the required widiti of .the ramp and should be modified. Section 3.3117(dl C,i�G/irG : G Room requires :2 level spacers 32" wide x 42°'deep: Section 3316(cL. They have" to be totaled so ltiat they have an unobstruetud siryht line and have to.':he diytributed.[hroughout' tnseating Film hould-be-madified---juCh-thut*W* oe d egress to the Tile maximum ramp slope. I"wheelchair spaces is. 1:12 or flatter. p, power operated door should .be designed and specified to remain open fi seconds before closing.. Section 550t. 5.. [Accessibleladaptablel dwelling. units and guest roams: unite are required fur this building. They should be divided cpWraxlmately equally' between` tht' a, t bcdropin and multi -bedroom units: Section 1213 Comments circled in item 2, 3, andlor 4 ply In general 'within these units, c. Two-story Iaccess(hleladaptable I dweliing units do: not comply unless they have an elevator or all the required accessible rouriix arc in an ace+ssibia level. Seeti.on 00.3. d; Structural supports andlor grub: bars should be dimensionally locatede bathtuthe bs is Section5lllfj on 1213, exceptinii. Note 1114% two grab bars are required at the, walttir closet, three at the o. The: showers in the IIC units should have lever type faucets and hand huld shnwar spray rraxzles Section 51t(e,f1: f. The kitchens f �e.IIkl­units shoar uld hu Fr u1[)i�+sf n iflyouuwant iduas.�Led floor space. Scollop 1213: (Please, see the Illuxtr In thu adaptable units if cabinetry or shelving is inxlalicn below the bathroom lavatories �r kitchen counters; g. p tlfay should lac, instilled. with screws; nuts or belts 'in such a .way that they are ciisily removed, Suction 1713. h, A .counter should be provided in the kitehan with a maxitoum height of 70)". with a xpnce yeneatlt a! lCaxl 29l' in h;.iaht, 3o i wider anti 2rl" deep. Suction l%13. 1. poor and drawer pulls, ulactrical euttots, etc. in the }IC units should be detailed 5a th3i eomk�liance'wlth Section 5S01 can bu verlfiud. is A non-silp: `floor l;nlah should be provided In thu puthpavm.. See llan 3507tc1= rs�.�y:r�m✓ r' �' ., ; E � : it �' i � + A i { s kt ... �c`` �,�."'C: 7 f �-.��� � q_y t i� * �t I.9B6 G1ASHINGTON EWEieGY CORE. nEGULATIO.Ns i. COMMVIAL PLAk2 CILEC ' Insulation- (Do circled items only) .0 F7 . T Tiro design. of this en%'QIopc should be submitted .for review e4 �bdb 1'ubles , Zanu : ro ---.. Cam be 'voritind. .so t)�at coarpliunco With b 8be 402(e), @fl5(n) or �504tba is o Slab inuulu±3.)n is .required"and ahould either extend down oundation wall and be 4.1 across from the. slab to ho toat t n long or should extend outside ofe thes.slab d thG •14 'iO3(c) or 904(q} y ?�` %/Y y he footing or to the frost lie ha foundation e� .� 7_.p G 1f> _C (61, mind `, � A vapor retest As required on it/✓l . rher/�Qfi%C 0 .� d• �. y.. � _�, Sec 402(1.) G � r � I�•l. f`' A._4 mil ground caner shou3 . crexspace and ahould l:o averiapenlaid over the P. at least 12-ground to the foundations within the �f Outdoor; air is required for this bnildin at joints. € m. cfm/4cs:upaht but should be u S= Sac 305. It.ah Table 3-,1 can be � ntified for the e)ccupancy G ]tAr_ifietl. should be no less than 5. c t c P lane Used s the om... l.. a Kith '*" 4 3• The s, Sea of limiting air infiltration should he dotailesd a Plans, Sac 4U5 ads nd/ar described on the 4• Hechnnicul hystcros: m 7 The size of thu k1'?AL .system. shout r filtration and vcuatilation re uir ,mc nts .of ` t d be.Justified to .be within 150»;af the heat lass, �'y s he.buildin 41 Cy` Thy: heating cooli,n ei u A. Sc 407(a) -) r4J' 6 4 iPmcnt should have a minimum e. An ccareom,{ xercycles is. rn ---,�w rating. Sec' 411 � cjUired. Sac 414 �"`�� ' d A .temperut�iae control systeci is re • 4uired. Sev 435{e} '�h a �"• h 10 .tingree temperature band between conliug isad heating should eytmostc�ti, Sec 415(a} i". A mareurll a t i be.. Pra � ded oil t ei •` r y dJusted or full tiicz�astat. See 415(c)5 Y. automatic diming system Should be provided for the 8- The ductwork should be insulated with . h, The piping should be insulated with SnsS :1I2 QOA Th©rater ei-60 and 'heater should be labeled to s ---`- see 416 should have autometic tam show that it co�aPlie:s with ASki Q The; water heater Is within . I�erature: controls. �- Standard A -Sec .420 (a", b ) lAtbd tb at least R 10. unheated space and should .bo r Sec 420(a)1 ilk 10 �� placed on s floor k.. The swimming Pool should be equipped label. indicating recommend4d healthful with a. on a timer set too pool cover. Thu heater should have a Perate at: the, minimum nl tempe,rataire a. The filter system d have a umkier of hours for healthful use. be s ! 1• a Publio,lavatories should have outlet Goat Sac 420(II)3 lon.per minute or be ro e equigpi;d with self -closing valves. Sic limit423(bthe flow to 112 i m. The chewer heads should be equipped with a flow ce nutd. or leas: See 423{4} i nstricGioa..lesvicn o�. 3 gallons per. 5• Lf,gkiting: � a'• The maximum lighting Power controlled b IIWps (on a zD:amP switch). Sec 425(b) Y a singles nwi'tch.should be limited to 1$ b• Bach full height P 6 Partitioned s aces leas than 400 nl, rooms should have individual lighting controls. Sec 425(c) e• All the rooms over 400 of should have dual level.switchox. See h25 1. d. The- ' roams which. have natural Tf hi:iu (d) near then Mindaw wall.ti . tC should have, switch©s to control the 1 e, The di.. umih4ires: -.plat lighting ahould have individual controls, r c• All estoQrior Lighting axon See A25(f) controls .to reduce. or pt for cling d, eeouritY lighta nhoulel be osi $uEom:ttia building, turn thew off during daylight hours and period of aohuso'Qg the , 09-torlor- The building lighting should be Limited to 5�Sec 426 and Table 4-•18. 3SS�� It is 1velow this � watts arterioir and _ +2maant; ' 'e actual wattage used shOUld be obi i ulIIted -to show �`�� �:ArIQSG/�',� watts CcroO : ibnir-a -S'U r;,�G�: � 1 /� /1 ji /.fC %� `'�� �� /N : Gi �:NJ3 �� � �7A11f t t L M2, I r4 ARAI/JACKSON 4S .•'l � sa o ARCHITECTS & PLANNERS M5 i 1lthAVEl� UE SEAULE, WA., 98122 (2061323-8800 o sr � November 19, 1986 D. . Mr., harry Rnmi:g 0 rq. Building and Zoning .Adminis:tra.tion ' °; 140 W. Front Street P.or.t. Angeles, Washington 98362 as m o0 Dear :fir. F mi9, w The follow.,rig presents an itenized. response to the I . C.B.O, . .�`c compliance evaluation by Mr. Frank.Natsuhara of October :24, 1986. :�.41 i 1 19 Please .note that .items marke.ci: Acknowledged will. be pray.zdell. by Change O.rd.er #1 of : the Construction Contract upon prior review by Your department.. We are waiting :for the resonses attributable .to . t•h.e me.chan.i-c.al. and :electrical di.cipli.nes and will forward them .to you as received A copy : of this response,. sheet has also. ;been f.orward ed to :sir. Natsuba.ra as a courtesy.. General Comments r 1. Acknowledged 2. Plans were submitted to Port Angeles Public Works: Departments for prior review'. 3. Same as #2-.abo:ve. 4. Acknowledged Per specifications, sprinkler system is zoned, uncoded., electrically supervised. S. B.arr.ier Fre6, Design Comments I.C. Drawing Section A. Sheet C1,.1 illustrates flus.hjoint between HG .sta.11 and ac essibl.e sidewalk. Ramps to sidewalks do not destruct sidewalk. Please contact us If there appears.to he a specific area of concern. 1,IJ. Access.1ble routes provided.. 1..H.:Provided 1 ,.j. A'cknowled;, d' 3.F. Public accessible .areas have: been provided. with mortised lever type latch ,sets. Costs prohibit use of same throughout the building.. Port Angeles has authorized the use of knob type bored latchse:ts .in non public areas. Partners Associates Gerald Aral Steven Aral Clifford (ackson Connie Cadag Robert Hutchinson Kenneth :Kubota Thomas Ryan w 3.I,. Pro .vid.ed. A4.1 M.bo 3.J, Provided. A4:1 i 1..8. { o y° T'hP locker rooms with showers in questiona re V.police u . provided for y officers onl and not open to publ:.c usi�. The Police Depa.r.t.m:ent doesn.at cur,re.ntly have a`nq handicapped patrol off.ice'rs nor forsees the inclusion of 'handicapped. in its. patrol force. ev 4.C. A�:kn iwledged 4.4 w ' 14 0 � Actrnawledg�ed, Space ad5:4=o'nt to Overhea.ri Door �2� to � � be reserved for HC seatiri.g. ' `4. ;x 4.0. Ac.kz'ow3edged 6.. Washington Energy Code . Resppn:a:es :forthcoming by Me,c,hanica.l Engineer. bo .N Occupancy and Construction Comments :� Analysis . 'u.ra a• We have assumed. an a.ccupant load factor of :15 :s:,:f, per `Ia 0ant. occup as listed Table 33A corresponding with "pl g.ynnasiUms, exhibit rooms, and conferen:c.e. ,rooms, H;i.gher �. uses are .n,c:t exp.e:'cted. Maximum .occupant load s i.gils will be posted. Please refer to the enclosed sketch .for revi.s.ed. occu:pa:n:,cy and are -a sepa'r.a ti on :wall.s , A2 , .1 acc.upancY is,acknowle.dged and used. b. We .have reconsidered :th-e construc:t.ion type of. the.. exist.ing.Vern Burtqn Center and feel a T.yp:e. V-1 hour .with. sprinklers and separation walls :is suitable. for the occu:pancy, Ioa.ds,'a,nd area involved. Pl:e,ase refer to the enclosed sketch for prop-osed revisions. c.: 2 hour area se.parati.on walls .and .1 hour o.ccu'pan.cy separation walls have been. proposed with the change in construction type. Refer to enclosed sketch. d. Acknowledged. e. Acknowledged. f.. Ackn.owledg.ed. 2. Acknowled.ged. Armory should be H-1 class. 2 hour occ.tzpan,cy: separati'ans have been provided. in ad.dit.ion to a:3.hour door assembly. 3. a: Mechanical response forthcom.ing., ' b. Mechanical .respo.nse iorthco.ming.. 4• a. Acknowledged. b.. Acknowledged. •, 4 .. bo - ra ccd 4 a. Acknow.2e,dged.. u a b Panels Composed of Western less Chan,20:0, Hemlock 0. face Class Ill, rails., Flake spread Fabric •r4 r-+ i's. a woven to In-ter.ior.. Mass fiber, Class I.I anst exposed r II,.. d. Folding partitions s �, , 0 pe.c Pied has. Class A vih C, Provided :by Addendum N.o, Yl fabric. 44 polymer modified 3 Owens Cornin InsulaC :o.n: as c:aating with Warm-n pry++ 4'0 m11 9 rigad 'fiberglass 7. Ackn 04,� . ... .° tu 8.. Acknowledge.ci. ,, G m 9 a.w AGk:noWledged. Will submit w.= - revised detail, NV.10. Acknowledged. m 4j 11. a Provided r-t b • Provi..de.d 4 c,:• P.ravided , windows adjacent to Door 35 windows adjacent to Door see. :201A 5.2 1 see 12.3, Doors.'.3:8,. 124 of 40, 41 Door Sch:ed:ule. Door 56 see Door sr Door 8 5 . h e:d u`l e' Te'mPered sea 19/A5.2 a-lthou h .glass to be prowl{ied and g not in:dicat.ed on the d:rawing�, covered hY p0,8.Q0, 3,03 A;5 d• S.t.ore.f�ronts Identified by called o:ut by .door number's Y called in Door :Sc. and .9Ia. zi.n.g: .is h :Schedule.. u.1.e. Di.'azing at See't'Ion.E/A3.4' will - and'Tempered. be Provided as Insu.iated N.v. .. x.2. Comm.ents. ca.ncerning i:t this :em 2 .to..provide transluc.en:t are not r,elavent roaP as AZterna e 23. Panels has been ar Chapter 52 cepted, 5201 a... General.. Last sent Plastic mateyi'al'ence "Light trans,ni,tting s which raclizi. ements m,ee:t the other Code for wdlls and roof$ma ac:c..ord.e."ance with the Other a. y be: used the Co.de.,,. Ppllc:able chapters. We propose to use th.e translucent roof panels based comparative the resistance ASTrf E-108 a.s. roctu:i:red a Properties .o.f .'a 'Class .A upon Y 320'2 . b . roof per r .. 44 Gl 44 �i The design intent is' to all o#y w:ater from .the roof naturally drain above to +. :across the face o the Panels :are continuous with no transverse � 0i �, seams to d,amewat the c-urb, we e.ffectivel water.. By deleting Y Preclude future. ,, o. problems and maintenance of �iiverters or built in 0 giltternY The.bUi.ld.ing is a.TY.pe VN with auto sed sprinklers throughout, Inclusion asprinkl.ersSupervishould m $4 of Preclude inherent fire . t14 .ha7ard.s as evidenced b 5 Exc..ept1o.ns, Should Y 20? , 3 and 4 fus: O .bl.e .links a.'t theYs.prink..le.rtheadsdcanre, low. temperature .�. provided. `u' to We believe the use of the Class. A roof panel e..s additional hazards not 4 a. , present es:ent to the bufld.ing or.occ.uphnd 14. Mechanical response forlic.omin . g ,, Ex!t Comments m tw a i S`pe.cificati:ons have provided.an F05, office function lo.c,k;. Operation of inter.rqior lever will always 1a:tchbolt a 4 retract and dead:bolt. t. bath 2. a, Acknowledged b. Acknowledged Acknowled edged g - .revised floor plan to .be submitted. d. Acknowledged e`. Acknowledge d - revised floor Plan to be submitted. f, Acknowledged. Will provide. ' he.ie Propose to delete, replace with glass, or reduce the hgh.t of ,ce..rtai.n wa11s to comply with an "open : floor Plan" concept. b. Conference 4, room 208, although.. above the 10. acctt:pant load limit with :19 occupants, provides two means of egress, Doors o and 13.2 in:addi.tion to 24 L.F. of. do no.t :feel..the safety of occupants Compromised d compromised with the layout is proposed, Dividing the roof in .half wi'.th onlY one me.ans:of egress and viewing through relites in only one directi.,on, `5 though satisf.yng the intent. .of the Code is more hazardous oposed. PT. .than that c. Acknowledged. 3 A..Knowl,edged and will, comply althotigh ropms 145 lot considered as conforming exits R w ' 4'• Pro,vide.d. Pan.zls X and lG sprvina e backed up by u,.9.?� a emergency c.i.rcuts w . "ao .KVA are g.cns.et and aij.tomatic transfer switch. �.• 5• Electrical anginee.r's response "forthcoming. .10 6. Acknowledged.. I 0lie 7. propose to .replace certain w).ls with glass and delete or . reduce the height"o€ 0 5 certain walls to oPermit visual tise.rvatio.n of hazardous conditions sn .e p. and oom l floor Plan concept,,' p Y wi.th`an "u.pen ,14 4J . Acknowledged. o •�detectors Provide::smoke .. under ex cept.i:on .5. 3305 g, to. 10, No response necessary, 0 0 In11: � - a.• Proposed use of existing is unclear. port � Angel:es planning should staff should provide layout to Fire i Depart men `. u 1 r-+ a,a.. V . b... Ackn"ow led ed. C[sirrzdcr 1.47 is a side exit and will be g. chanted to 1 hour with 3/4 hour .Protected openings. c.. Acknowledged, Refer to en -closed sketch.. 12. New calculations as follows based upon.15 :s.f.,/occup"at1:t . and re,vis.ed separation w.all:s�: a.. 657. 2.50 = 8.57 lineal feet at main exit b. 557 `4.38 lineal feet each at szcfe exits �. Refer to re.v.is,ed.l.ayout e.ncl:used for eon.formance. , 13 a.. A.cknowledg ed {. The:sta.jrs will be onfi.red to delete the first landing, u - b... Acknowledged, Will correct .to 42" c. Your reference is to an exterior :an grade stair and sidewalk at Grid F. .13 to 17., 14. Acknowledged. 15 We calculate an Occupant load o"f:31 based upon 15 s.f„/ occup.a.nt, 33--A.4. Door swing in direction of travel not + required 3:304.b.. Panic ;hardware not required, 3317, hour A 3/4 a:ss,emb;ly with closer and gas.Ecet will be provided. j i '1 - r:, to .,, Y � EXI ST. EXIST. , .� COCKER PARKS ROOMS DEPT.y r wa to � lord �F: ]Y jo 24.(2) o 4 t6o. � (uivt _ 1�3 _ 03 •d ' wm LH M. CO PAT'"! �. 2 �x. EXIST-. . MEETING l 4R , PnN. ROOM r- .4Cvg *1;So 1 l ;�l � i+3{ 7 1 .S-+. .. _ r`4^ 4 4 M! G! a kp lu O i consulting engineers November 1 8, 1986 a Y VA . Mr. Larry Romig t Building g 9 and Zoning Administration , c+ a t 140 West Front �.. Port Angeles, WA 98362 q;, y Subj1ect. Plan Check. 2002 (DPort Anrleles City Hall Dear Mr. Romig: 44. The fallowing comments eras:are in response to the 1.C,g,O, strucfural design comrl7enis wf ; 1teNq. i j} These requirements :were notedin the sfru "premanufactured woad trusses.." ctural Hates on drawing SO-1 under 1 2) Additional founda 3.)tion calculations have 3 now been provided (see attached), f Colcmn base. plate calculations have now been.provide.d (see attached ;a { 4a. These drawings and details' wi.Cl be provided as they are 'sub 5) We have reviewed :the mechanical equipment submitted for approval. required. The q rpment weig.his and modified the framing as i modifications to the existing building will not 'be analyzed .umtil a job begins and the existing. framing is exposed. he 6) The sprinkler pipe supplies Shall submit plans and details f J 7.) The GL 3-1.. or. review. /8 x 13-1/2 acts only as a drag strut providing continui wall to the 2nd floor CL 6-3 . x"21 whichcarries the gravity loadstY There is a:stud 8} These have no%,,, been shown on S 1.1. 9) We .have revised section M� attached section M and calcu;S4 In } attaching the two footings together. (See i 10) a) We have .added a cantilevered tivide flange on !`e 14 and 15 forthe required wind and seismic Toads, '(See attached calculations.) m: ' b) We have added a smear wall diagonally between reduce diaphragm stresses. en l:5 and 16' and C and D to 850 first. Interstate center; 999 third avenue, w Seattle, q 98.904 los angeles .(2Q6) 622-5822 Portland seattle a w tb Mr. Larry Romig 1 A. November 18, 1986 c o Page 2 All braced frame calculations have been rechecked for the additional 25°, increasQk e se �, in load and without the 33°i; increase in stress. Modifications to details have :been, .. made accordingly. :(See attached calculations.) ,a 12} Pleuse.see attached calculations. l [ 13) This has now been provided. 14) These have now been reevaluated. Columns do not run continuous ;because of I � -� .0 »J potential differential shrinkage:between fhe.woad and steel. 15) These have now been rechecked. Ib}. Wind load analysis has been completed with froming shown on $1.2 and calculatio shown (see attached}. ns 17) "The fiberglass .roof supplier and roof truss suppliers both shall submit ..mat cc, apialcv.Iations and details forroval. These systems shall be designed in accordance. with th I 3 985 [JBC. In addition, approved .lateral bracing of the trusses must b' approved, and supplied." These notes are to be shown on 5Q. I. e designed, 10 In. reviewing the loads to the frames on line D, we discovered that the original load of 63.7 kips was distributed to two frames instead of three frames from theoof to � 2nd floor on line D. Therefore, the Load per frame 63.7 k1ps/3 frames - 21.23 kips. F The 21.23' kips from the roof to 2nd floor plus the 16.75 kips from the 2nd floo ps^ .37.58 k! per frame. h. This is much less than .the 48.6 kips that was originally designed.. We have l completed a frame truss analysis program that shows very small deflections which we feel will v+or..k.just fine (see attached ca.lcufations). 19) A re.•analysis has been provided (see attached calculations). t Details Item No. �• 1) Joist details should be a part of the truss suppliers submittal. ;i 2) This room has now been. eliminated. } The .connection is called out on the plans. :Shop drawings will :be submitted on this 1 connection and will be reviewed at that time. 4) The roof hips have: now been shown .and the trusses are called .out on :the plan. 5) This detail 'call out has now been revised. m .� 0..1r 0E3(GN `SOIL .PRESSURE 32W ps! (SAFE BEARIPM( PRESSURE low pif) 4,6' 514. + 12 I 12 10 10 4 7 3 16.0 33 09 60 61'0� 12 ; 10 s A 5 9.0 ! 15:3 42 S2 0.9 f 1.1 ;1 ;4 6',d.' 13 10 10 6 7 5 5 i]_2 12.0 69 87 j 1.3 1.6 V77 1s 71.0' 7'=6' 15 15 10 10 7 5 11.0 94 2.1 144 81,0' 16 10 6 T 6 6 16.8 13.0 126 157 2.6 3a 145 186 $ ;4. f 9'«0•, 17 18 10 10 8 6 13J 192 37 209 Is t0: .6 7. 6 7 .14.5 11.0 204 44 231 •'IV.& 19 10 8 7 36.2 257 310 5.0 54 260 286 .10 6, .11?-0' 20 2! 10 10 . 16 9 5 ILO. 333 d.8 3T4 V-6, 22 10 10 . 7 7 15.7 • 14.6 386 449 7.8 9.9 U2 372 12'.6• 23 24 10 To 11 9 7 13.0 317 11).2 402 25 1.0 12 a 7 10; 1.Z6 S76 613 11.5. 13.0 434: 466 130.6• ^.14LC• 26 10 10 8 17 494 14.6 Soo 1'r•6• .27 27 10 11 11 12 8 8 I6;2 15.2 792 197 16.3 17.5 534- 373 15'-0• 16'-0' 28 11 13 8 14.5 1006 19.4 609 17:-0• 29 31 12 12 14 16 8 8 14.3. 13.2 1158 14109 22.9 27.6 deg 768 i81-0• 32 13 14 9 16.1 1665 32.0 .855 20''0' 37 35 14 14 16 17 9 9 1 14.0 14.6 2012 2254 36.7 43.2 946 1035 COMCIt v ItEINFCAC1k0 STEEL 1fiSlilllTE .t- ...�«.. +t i T 1n..Y L-'-,1. i.i 1. _ i." '?"' .-.. --�'•r t }fee = 3,000 psi INDIVIDUAL SQUARE FOOTINGS 601000 psi DESIGN S011. :PRESSURE 4,800 pit (SAFE BEARING PRESSURE 3 -- rOQO pry ,; . ...-- � • � Size,B 7Mek. nest {in l r Min. COL Size 11,M) I Mat Bart Each Way -- Weight Bars per Foaling Volume of Concrete .,. . �be Quantity ►y Bar : 5paang Size (W PbL:) {cu. yd.) 5r.6' s'-0' 12 12 1.0 10 4 5 $ 3. 16.0 134 33 47 0.7 42 $'-6' 13 10 b. 5 f2.0 62 0.9 1.2 114 6'-0` 61•6' 14 16 10 10 T & 3 11.0 80 f'S 1u 163 7'-0' 17 10 6 5 6 10.2 1.5.6 100 117 2.0 2.5 190 B •-0' is 19 .10 10 7 6 d 14.0. 147 3.1 220 ?31 8'-6' 20 10 7 7 7 18 0 16.0 183 228 3.7 4.4) 293 9'-0' 9'=6' 21 22 10 10 10 9 6 1.1.3 255 5.2 10'-0• 24 10 4 7 7 13.5 f 4.2 331 349 6.1 7..4 no ' 398 10'-6' 11`-0' 25 26 10 10 10 Lf 7 7 13.3 408 B S 138 480 27 1.1 9 8 12.6 i65 472 529 9.7 IIA 525 572 12-0' 12 -6' 28 28 11 12 10 17 8 I} 15.3 14,4 614 12.4' 620 T 3 =0� 30 12 i F 8 14.0 .704 734 13;5 MIS d73 722 1 .6 fa1.'-0' 31 31 12 13 12 11 8 9 14.1 16.2 833 1009. 1744 773 141•6T 1S 33 13 11 9 16.8 1047 Is. 21.4 434 867 -11 16'.0' 33 35 14 15 12, 14 9 9 13.8 . 14.3 1.183 1475 22.9 27.6 9S0 1072 17'-0' 18',0• 37 .39. 16 16 15 17 9 '9 14.1 13:1. 1682 2022 33.0 39.0 1300 1334 19'.0' 20'-0' 40 42 17 18 16 T7 TO 10 U.B 14.6 2547 44.5 Wo 2852 51.8 1626 asadly _ I i i `,z,,;L 't W,RI7 � 1 `,z,,;L 't W,RI7 � 1 1'10e1 nit. i ..i s nff h consulting enpineers :,ern nbnc. st. 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'—^'fr .'r ./;' �4:..1:ri •fII' ,' :' .f o 43 T C w— rtn 1�4 . i 44: ,A tm MJ 'f Y�- �-+4w._...1,�_•.- 7D:,; - - - - � ��. i. s.r.ti •.._..—• _ � _ +may _. g 1 I I Y 1 kpff consulting engineers "me voasnnwcn 44 0. rti �O . 44 Ylz ti i I ff sr�eef ha �. ` + kocanons CotuO[rtq englnaers . a rnecrett pc na "t wants wnf wwon W iA 14 d � i' ,0 � ..i. - co 1, a7 43 to 41 �+'..r J , k ,•' ,_rr. '-'_•Y . -+..+!.�.•�...- ------�....•_. +� r.._ � j ... �- . .n.w«a .+_,w.�r.. r...'+.-n--..�r,.r_.� n. +mow... r-�•.r++ _ _ ... _. a � _ w� d _.� E c i 3 ucr, PP.GJ-CT 1 GEINTI r i CAT.I G's �r RE10K P. P POPEPTI ES zcr+=ixsT calta - cDDr=l USED TO iDENTI.FY LAST WNE OF DATA- IN.EACH GROUP K=O' INptri WIDTH AND DEPTH K=l 119P1T AREA AND: INERTIA FACTOR VIESTRAurs C=FREE 7=11ESTRAIFt TX-TY--'TRANSLATIOH X OR Y 0 RT=ROTAVON ABOUT Z � REDUCT. DEPTH IS THE MEL18ER DEPTH +� TO DMNE A FINTE a s i PROJECT Ll. .D. r-. S L `i.fL1 11 C-N C 1 E}I..Ciir = 110 LOAD TYPE, I = LOAD T Yi- GIVEN j LOAD DESCRIPTION • JOIIIT LOADS DISTRIBUTED WAD "E EER DIR START LOADVIG I E14D LOADING.. LCC IOP FROG!; TO CODE KI MT71 142 DI S2 DI R CODE 1 = X 2 y , (GLOBAL), a 1 s i r I I. .e +! 1 !" Yr /5 ry rfl to 1 ♦, ( j.. ..It Po,1117 ANAL MN 11 1, i�11 )' A I H 110 -140% lies KrFF I RP.jF'.(",1. i:X 1•Y !HAUL m to as o tR �rl utajut W O s 3121' i.lfrr11 V}.R I'1't Alat:.f', '_ Z t).{)q :,�Y, t) ti;�f3>t?c) �?900o,.00 3 o.00 9Is14 1481:9941 to � • oCONOXHATS3vt ; 2 — 00 (y o •t4' S� -, EG1-!i } - s.i.. p rd`:�3 ° �j �Y 3'�-'s+Y. �3 ADD 16. 00< 47=7; - a_`:. rf'.5y��? �' rl1 - 4} M;R -�.f "" '�f; 4 � i r.x L A Y —MEM "Ntl �1r-}-1►fll� :ii�r'rn--f r.1—t�cy----rrZlc�rra---TYt E i a s 7 ._2 4 2 t1,114 F+..FY '3 STORAUE I2C:ti RE:1) F'i)I� : St2l.111'C.i),t ;Jt:(:2'()Ii'c: 17 WORDS i BOTH 'tCliyf'1?3f:F:': 1*,',4 WORD!; HA1..f: t. i r 9s i .a c I'(?! LOAD ci Of: x sI. xis14x1; o .. ... 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Q. •f ..�: °1- 321 E 5TH #1251 d q, CITY OF PORZANGELES PUBLIC WORKS -BUILDING DIVISION 321. EAST STH STREET PORT ANGELES. WA 98362 BUILDING PERMIT ISSUED: 3/05/2001 PERMIT NO: 12612 OWNERIAPPLICANT CITY OF PORT ANGELES 321 E 5TH ST Port Angeles, WA 98362 360144.7-0411 T: S: CONTRACTOR owner VARIOUS Port Angeles, WA 99360 20610d0-0000 PROPERTY LOCATION 321 5TH 5T I= Lot:. 13720 Block. 170 Long Legal Subdivision: TPA Parcel No: 063000017050 ARCHITECT" NIA , 98360-0000. 3601000-0000 PROJECTINFO Project Value. $13,000.00 SFD Units: 0 Project Type: INT. REMODEL SFD SQ FT: 0 Occupancy Type: COMMERCIAL Occupancy Group: MFD Units: 0 Construction Type: MFD SQ FT: 0 Zoning Use: PBP Commercial: 0 Industrial: 0 Garage:, 0 PROJECT NOTES Convert attic space next to second floor restrooms to a storage) equipment room. Install air handler with air cond. first floor computer room,access thru mans restroom. fees include elect, meth: const. sprinkler. Fees Waived by M. Connell, Parks Director FEES ASSESSMENT Building Permit: $0.00 Misc Fee 1: $0:00 Plan Check: $0.00 Misc Fee 2: $0.00 State Surcharge: $0.00 Misc Fee 3: $0.00 House Moving: $0.00 Manufactured Home: $0.00 Sign: $0.00 TOTAL FEE: $0.00 Plumbing: $0.00 AMOUNT PAID: $0.00 Mechanical: $0.00 BALANCE DUE: $0.00 Radon: $0.00 Separate Permits are required for.electrical work, SEPA, Shoreline, ESA; utilities, private and public improvements. This permit becomes null and void if work or construction authorized is not commenced within 180 days, if construction orwork is suspended or abandoned for a period of 190 days. after the work as commenced, or if required inspections have not been requested within 180 days from the last Inspection. 1 hereby. certify that t have read and .examined this application and know the same to be true and correct. Ali provisions of laws and ordirances'goveming this type of work will be complied with whether specified herein or, not. The granting of a permit does not presume to give. authority to violate or cancel. the provisions of any state or local law re construction or the performance of Construction.. ; Signature of Contractor or Authorized Agent, Date Si ature of Owner wrier . udder) Date caW W E-H ra O ua EH [x7 U H Et U 2 E-E 0 0 U Z A EE-1 0 zz 0 �w OHH a w ri U -_E�>4 HW 44,40 HEj a BUILDING PERMIT INSPECTION RECORD CALL 417-481S FOR BUILDING INSPECTIONS. PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. ITIS UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED. POST PERMIT IN A CONSPICUOUS LOCATION. KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE INSPECTION TYPE DATE ACCEPTED COMMENTS YFS I NO FOUNDATION: FOOTINGS WALLS FOUNDATION DRAINAGE ELECTRICAL (LIGHT DEPT) SEPARATE PERMIT: N ROUGH -IN PLUMBING UNDERFLOOR/SLAB ROUGH -IN WATER LINE GAS LINE BACK:FLOW I WATER AIR SEAL WALLS CEILING FRAMING I JOISTS/ GIRDERS SHEAR WALL WALLS I ROOF I CEILING DRYWALL T-BAR . f' I: INSULATION SLAB !. WALL I FLOOR) CEILING. 9� 1 MECHANICAL HEATPUMP i WOODSTOVEI PELLETICHIMNEY/INSERT j HOODIDUCTS PW UTILITIES 1 SITE WORK (Engigceft Division) SEPARATE PERMIT it's: WATERLINE I METER ,I SEWER CONNECTION SANITARY` STORM PLANNING DEPT, SEPARATE PERMIT #'s SEPA: PARKINGILIGHTING ESA' LANDSCAPING SHORELINE; FINAL INSPECTIONS R RESIDENTIAL ELECTRICAL. L1GHT.DEPT. 41747M DATE. CONSTRUCTION R.W.I PW/ ENGINEERING ' . 417t4847 FIRE . 4,I7465.3 ,PLANNING'DEFT, 41:747_50 WILDING 4174815 SQUIRED PRIOR TO OCCUPANCYIUSE YES, NO, COMMERCIAL DATE :ACCEPTED YESNO .ELECTRICAL LIGHT DEPT CONSTRUCTION - R.W. PW:I ENGINEERING FI RE DEPT. PLANNING DEPT, BUILDING 0APPL. W PO WH A O Ul Erc P4 0. E-I H E-1 U [s�HQ ou Q H H QzP4 O H H I'zl 0FH O Eri W E-I HH W� HU01 a� E -CITY OF PORT A'NGE-LES PUBLIC'WORKS - ELECTRICAL DIVISION 321 FBAST STH STREET. PORT AWELES. WA 98362 ELECTRICAL PERMIT ISSUED.,10l0412000 PERMIT NO 7064 OWNER/APPLICANT CITY OF PORT ANGELES 321 E 5TH ST Port Angeles, WA 98362 360/457-0411 T:SHANE PARK S: CONTRACTOR MAJOR ELECTRIC 18612142ND AVE, NE WOODINVILLE, WA 98072-0000 4251483-2677 PROPERTY LOCATION 321 5TH ST E Lot: 13-20 Block: 1170 Z Long Legal Subdivision: TPA Parcel No: 063000017050 ARCHITECT NIA , 98360-0000 3601000-0000 PROJECTINFO Project Type: COML.NEW project Value: $0.00 Construction Type: SERVICE INSTALL Occupancy Type: Occupancy Group: Zoning Use: PBP Electrical Heat: ❑ Baseboard 0 KW Riser ❑ Underground Service ❑ Furnace 0 KW Z Overhead Service Voltage: 120 240 ❑ 3 Heat Pump 0 KW ❑ Temp Service. Phase: Service Size: 200 ❑ Fan Wall 0 KW Feeder Size: 0 } PROJECT NOTES �s 200 AMP SERVICE. FOR NEW VOiCESTRi=AM DELL TOWER SITE a; s FEES,ASSESSMENT Service: $39.75 - . Additional Feeders: $0.00 Circuit Wiring: $0.00 Temp Service: $0.00 Mlse Fee; $0.00 TOTAL FEE: $89.75. AMOUNT. PAID: $89.75 BALANCE DUE $0.00 COMMENITSIACTION NEEDED m H q U W q N H Aza to a HP H 0 �HE H�aH W H U Ot Nt; Wk CITY OF PORT ANGE-LES. PUBLIC `WORKS - ELECTRICAL DIVISION 321 FAST STH STREET.. PORT ANGELE.S, WA 98302 ELECTRICAL PERMIT ISSUED: 10104/2000 PERMIT NO 7064 OWNERIAPPLICANT CITY OF PORT ANGELES 321 E 5TH ST Port Angeles, WA 98362 360/457-0411 T:SHANE PARK S: CONTRACTOR MAJOR ELECTRIC 18612 142ND AVE, NE WOODINVILLE, WA 98072-0000 4251483-2677 PROPERTY LOCATION 321 5TH ST E Lot: 13-20 Block: 170 ® Long Legal Subdivision: TPA Parcel No: 068000017050 ARCHITECT NIA 98360-0000 360/000-0000 PROJECTINFO Project Type: COML.NEW Project Value: $0.00 Occupancy Type: Construction Type: 'SERVICE INSTALL Occupancy Group: Zoning Use: PBP Electrical: Heat: Baseboard 0 KW ❑ Riser ❑ Underground Service ❑ Furnace 0 KW Z Overhead Service Voltage: 120,240 ® 1 ❑ 3 ❑ Heat Pump 0 KW ❑ Temp Service Phase: Service Size: 200 ❑ Fan Wall 0 KW Feeder Size: 0 PROJECT NOTES 200 AMP SERVICE FOR NEW VOICESTREAM CELL TOWER SITE FEES ASSESSMENT Service: $89.75 Additional Feeders: $0.00 Circuit Wiring: $0.00 Temp Service: $0.00 Misc Fee: $0.00 TOTAL FEE:. $89.75 AMOUNT PAID: $89.75 BALANCE DUE $0.00 C 0MfvIENTS/ACTION NEEDED CnM 94 E1 ao u] E w• WAz H ztio [.BHA �i O U A H H AzPPi En H H W wxx OrxHEi H 0 � a WHEH � arl wa HUO� cn r� v� x W EH a 0 Cl) E-4 wA �U) H E-1 2 R U 0 A A H 0 x U H W4 w x H w H E1 H z m U 0 A fs7 K<i Ei 0 zr� 0 xx Er+ Ei 321 E. 5TH *10851 . SKX = 3 (Wtl )(LzJ 12(Fbr )(CD )(C 3 (WIIXL /E 2 - ilL go'-az Z Goo !. 53 ?2 17 SAx. "l3� I. xx = .675 .) II 1XX = 4.50 (W'IXL) /E ' ! - tl O, m 0..a LEGEND44 r StIPT 6ni %.a". �jeO goy -An �'j0 4-17 -ZoUniform lood (PLF WTI ) -.Uniform Live load (PLF.) I CF.= Depth Factor (121d}119 Cp = 1.15 for roofs only cN 53 ccs� �sCr4 Sn.4 Z1 !ram 3Yax �. I j Fv. Western Species -,e.� psi tia 1 ..'\ E Western Species - t%Q :ks 'rj `{ vSwT.Z'3-r /6,0 7a.2.., ?rP .41,' 10- 731 ?'SX1S 1 y Fb _ Western Species -� psi r%X12 j based on V3.60 i��-ls s !q' Goa av 3r lGf 5f :7.",7 � � , • 15D T . rp � �Y s}1 ems. .33 y,,/I,, - GPnS�lt1[1g ���tiS` wall- .. S TIMBER BEAMS AND HEADERS �( REDUIRED SECTION PROPERTIES 1 o. Via. / Location Span Wtr w11 A 5 r Isi +4 -N Ft. PLF PLF' � in ir,3 II � in U5E. �. . . A = 3 (Wtl) (U/4(FV)(CD) .. cN p ^,G.� + o " Sxx = 3 (VJt!?(L2) / 2(Fbr)(Cp)(CF u,��an:v IS 3 4:P-A 6 I I m C4 ff 9vc .J Taa. Sled I 50 4c K' /E , 1 /K rt p �. LEGENDle LtJI�:JOr.J sr f4 .��/41 to ' o WUniform total oad (PLF)tl r+. WII Uniform r _ live load (P.LF) l � � CF = Depth .Factor (I 2/d) I/s CiaW Cp. = I.1 S for roofs only , FV =Western Species =. B psi Western;Species = ksl i Fb = Western Species = 3psi d - (in) based on U360 41 fcn -0.-p .. .S �tr 4j fA a w CO 3� l r r A} k>3 TIMBER BEAMS AND HEADERS �$4 .43 o REQUIRED SECTION PROPERTIES o Z 4 F Locotion Span W j WI1 A S III ltl USE Ft.. PLF PLF. in2: ink i .4 ° A = 3 (WtI) W/W )(Cp) �,..• { S xx = 3 (W f f)(LZ) l 2(Fbr)(CD)(CF �.rz. 4f>. k LxX = .6.75 (.Wll)(L ): /E .' LN [� lba 1Sr3 o• /3p.. IJ 25� xrf4 W s• x I 9 :x ti-1. If 4 rxx = .450 (wtlxL3) /E 0 46 f3s ^9.8 ��►:7 n3:L l� t..�I a� LEGEND jW L:= Uniform toial load (PLF) 2.H p,-,�g� ux W Uniform five load (PLF) II a /6.0 23u "7 ,+r , 13 i, CDe.th.Factr=0 2 annojew Cp = I.15 #or rooi.s. only. FV = Wes.terra Species = psi E - Western Species.-- ksi o aF L ha F = Western Species = psi b � is " 4. L= (ft) _ based on :L/360 l kPf COMLL t v enoneers I u - �4' .. kpff w to sa A consulting enobeers 1 O :aa#rSB Wrmhinp'or q'SMS W_ .17 - e' rr B .o f, :0, Y �u cti- a -oar o.• i. ( ' 4j , 0 cm 0 44 77 . I S i I I dare .. 1, t 1 s �.O' z .A-. 3 s Joe - .7475 t: .. I i d - - - ff �? :I000MOII t1a1e consulting.enpfneers owt txoeekod 'na j �y eat 16 wc:t*Van `cn to ' .<r ,-4 a' Qv�oF . AL ILL 'i' -.. c� r To to ' Q I� "4 °' ra µ B i S L:1 7e l 5 �.at 1 I. Cb1= . nt z LN D 4 - L-C. J I i ,41,4 ' TIMBER u .o. ,. B BEAMS AND HEADERS o REQUIRED SECTION PROPERTIES m44 � '-+ HF f)� Location Span -W w s �. o. .. USE Ft, 11 Il lti PLF PLF in2 id { ; A = 3 ( WsI) (U/4(FV}(CD} ;�4 `r a S. - - .3 (Wtl)(L2(F 7� 1 br)(CD).(CF �r � 6. XXii - .67.5 (aNl1}(L) /E - " Ixx = 450. (Wti)(L3) /E , 3'Qrsrx�. /� 13.5• 2070. 44 w LE GENp , . i 'r w rn w #I = Uniform totQl load (PLF). ' W11 - Uniform live food. (PLF) I CF = .Depth Factor . 0 2/d)1/9 CD M 1 15 for roofs only FV - Western Species psi tso.a E.4 Western Species = ksi Fb. = Western. Species��g-moo psi d - (in) L= (tt) based an L/360 r f .. _ � � I 41 o G •rA7 r4 l~ 14 14! O €, M a. h r•I Q ' n LsO.. ri. to . 01 •,H 4j 41 M 1C ii N PROPERTIES Use I,.x' coiunns in table for straight beams, use 1 13 l l4 25 27 2H 91 25 21.00 •-0.95. ;o.94 a.94 I31,5". M 41.7 A27.8 �461.3 i 498.1 --� l70.9 36 72 A 4 070 9 ,. 73 5,209 3 3T '74 4 A.00 't'C`� A� ::rS3A`f t'?' 7 0' 15 29 io �4l 15 22' S'1 G.94 -Q.93 & L5L9 _532.2 fig 5 5,787 6 " 75 5 :0? 3fi 70 77 2 - i0 .L00, L7 ri.00 +11A Y , ,u�� %� � i • ��LO 5 -u+�23 1� I6 31. 32 24 9,93. 0.93 -156,9 ' 362.0 608.1 `648.0 7 775 5 -. 7,7:5 0 39 78 6 - 2S , 4 8 4qqqq i:00 71b,4 r Y,00 1B81 , y14 4 f=i+37 7 388 :' 563;• 17 33 34 25SQ, A.92 0.92 1B73 , 172.1 ' '4 689:1 �. 731.5 E,SZB 0 79 9,32? 10 40 80 30;274 a ' 81 g. 75 1 Ob" 1•21 1 ' 'L00 xl.1 '' 23 ► 'Y 84 1 ; C293 '� '1079 18 35 36 `28 25 2T00' '..0,92 ,091 177,2 7$23 775:2 8201 1L0i17 .' 'fI. 82 5 10 50 11 25, xI:00 .:25.37 , Y 3S 4 ' �'�146 Z : 8 37_ ZJJS Q9L -187.3 9 1,866,3 ]..920 2 83 0�21.1� 42 84 6 12 gg OC.. L.00 1 ` 42,2 189 I9 99 5 ' �4LA' 3� 39 .7�4 197:4 *962.5 Z4,t778 7!. 7 I3 i975 ,��qp ,1:00 ; .' �00 .3� Hn y 57 4 t301 5 ±_ 2G 40 20-M V,80 ,202 5 207.E 1;912.5 7,063.3 y15,387 16,3553�;. 15 T2S-.�1:00 ,cis2� . OG 7 ' 859i• 08. 54' 4501.0 21 41 42 90.75 1s0 u9G '090 2I2.ri 1,116.3 =17.581.4,Y 6.4av Am table for curved arches. L H 17 fIR Ji 99 8 �* 4 7_, *;$ ` 39 6r 43 ' =0.90 717,r _I.170,1 ' 8 867.4, " 7 14 : u 5u ,L+�u • ase a -. '.9 18 - A 99< 42 2'• •k+ g4 9[, '" .T �y 22 44 , 93 00 . pp 89 -222.8 'f7225.1 t"2I4A 15 25 -1.00 : 120.9 - R 4 - r.548,17 19 25.:l1,98 5� t G5 8' 45 33 75' xp 89 7 $ 3,281:4` , 1,623A, 8 16. DO 'I 00 -129 0 , , 10 20 '15.00� .0984 9'117 r 878 3t 2I 46 5450 ^0.89 r2329 ! 339A ;-23,098,� 175 ;099 34S 1 y 7Z6S 7204 21 1575. 9.97 49.`= S+rL29`. ` �GLT.4' 4l 75 2S :0 89 37.9 1�397.9 24,637r7' 9. 18 11 22 0.97- -A51 �141.8` 4I69.8. - Z4 48 36 00 .0.88, 43 0 1rt58.0 '2b:244 0 19 25f .O BB 161 2 y i6J 8 •2,023. 23:25 i A,95 h33,9' 559' T,3'8 T' 49 36 75 ' iI,88. .48 1 1,519A 27,9I8 7 10 20 I5.Q0 0 38 , ,163 3 ti�103 L ; :3 G2].4 52 24' 6 qqpp 96 8, 68 8„ f, Yt578 8.= 25 50 37TW 'A-98 '153' P •1,582•Q '' fig 863 1': 21 0.97 f69 3 ;r 444 A ,500..25 8 I5 9S �8 fi ; ��B1.: tr 1 715.6' 51 '38 25 t 0." �B 2 -1645 9 ;71,478 7 li 22 500.91. 277 4 j 487 8 " ,02x.Z , 28 52 ,39.00 h.83 `'163.3 - '1 71T,I -a3,366 9 23 25.0,96 185 4 533 1 .,13 26 9Stl� }S5 SO 9 158 0 S . .' !Sw '. 329 2� 12 24 P-75., .00 •0.96 - 93 5 h 0 5 is'S,224.5 27. 25 .94 63 3 , .2k38' ;102.4;., 53 19 75 ` 0 88 :SS83 1;77T 6 .35,E 5,90S.Z I4 28' ! •C 34 �65v," aW`2Z9 , 1 `t^f LL 1 27 54 40�5Q '"1- i2734x 7r84SZ- `-$7w67 Cis 25 1.B,7n 0 95, 20L0 r� 29 9 `6Z�0 ' r 3 914.3 39,48! 8 r 13 26 ;19.50 0 95 2G9 6, 68i 3 ; 6.542.5 15 20 75n� ' s s 246,hq 5 2'a7DAi SS {1.25 `�7.: 478 4r +1 1 ,0 �S �0.3 '2153 It `� z 968.3, 28 56 442.00 87 .283 5 1.984.5 MI.674 S 27 1:0 25 0 94,' 211 S 98 f "e'29b 7 31 ?5, 0 43 �n72 7- 't81 Z729', g7 42 75 87 288 5 2,f156 0 43,947 2 1b 28 2IA0 0 94., ]6 32 'Ii1Q0 Q.935.6� .300,0 ,600 Q',. 29 58 q3 3G -,� 87 '293 6 :2,128.H 46,301 0 29- •$1 76 094; 233 8 847 B �4,2i7.3 ! 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'23S �'• 6F 8 ' 63 '48,00 0.88 324.0 2,592.0 62,2C8,0 35 26.25 0.92 282.2 234 6 :16,203.T 4 8 & .1.Oq 30.8 _ - 30.8 ' ?92 � !6 36 27.00 0,9E 290:3 I306 7 39.143.3 �' f' 37 27.75 0.91 299.3 1,379.T .19,143.3 9 75 1,00 34.6 T38 9. 13.:3 l i [ � °J� 1 19 38 M5fl 0.51 306.4 1,4551 20 T37,3 5 10 }}7`.50 .1.00 ,38 4., 1`48 G I83.2 . 39 "2%25. 0,91 314.4 :1, LS 22.418.4 11 .25 •1:00 42.3 `58 I. � ?:,4,8 t r 20 40 J0.00 0.90 322.5 I.812.5 24 187:5 6 12 =8 00 J.OG 46 1i '•� 64:2 y 13I13 : 8 !3 x�0 0705 i p,7 .r85 7 "1'8 6 ', 5 E 41 239.75 11,90 330 5 'I 694 1 26,047,3 F3 75 II OD 31.2 r95.8 ;_ 21 42 8150 °0. 1 338 0 "] 777 8 ' 28,000. J 34 1 75 Y.00 ,53.8 04.2' L 494.4 : i 1 Ia50 -400 '919 , 160 8 •a 11 ; 43 32 25 ..0.90 3463 ` 1,863A a0,448;I 15 •:1125 l.QG `SM:7 t108.1 - 608.1.. I5 'il u 1,00 08.3 84 G '1,03$ 22 44 33.00 0.89 354 8 a2 951,1, '32.193.6 8 I5 ' 0G. ;1,00 F _at.5:. 123.0 *j'753,0 ' . E 16 • L2A0 1.G[] 105 Q 2l0 0 . .260 0 . 45 33I!1_ 0.89. 362 8 �2 040.8. 17 2275 .•0.99 •'55:3" i138.9' f .1185.2' 17 F2::5 0.99 1!1 6 Z37 F 1,511'3 23 46 3450 089 370,9 i,132:5 36,785.2 9 30 3 S0 0,49 k9'« . t5:.7: ,050.8 : 9 18 17,50 0.99 .1181 2@5 8 1,741A - a7 35:15 . 0.89 378.9 ' 2,226.3 39,237,8 19 1,4M :0.03 '73,0; 'l?3.4. 1235.8_' 19 .34 25 Q 98 •124 7 e296 1 2;309 9 24 •8 36.00 0,88 387,0 %322.0 41 796.0 460,9 49 :36;75 0-39 395.1..2,419.8, `44,463,1 10 20.... •15.00k 098 r69' 1922 ,4a1:4:; 10 20 .'15,G0 098 131a ^3-8-2'9488 21TEL D47 80 7:` a 21 L9 . 1,668,G ;, 2F 75,T5 0 97, ' liT B -i3618 2, ZS io 3TS0 O:BB 1G3.1 .2,519.5 . 4 ,2a1,2 11 22 �lBSff; 0.91" '84fi: 232 t,7,918.5 ? !1 '2Z 15.50 497 i•144{ }35�0 .3,21.5:5^ 5l �2g.'0,88 411.2 262k.3 SO 37-9 23 TF:25 '0.96 88.4` 254 2 2,11 23 :17.25 0 9a 1.150 9 vv-.43 9 y a,742 6 2G 52 `: 9 00: 0,88 419.3 2,725,1 53r132.9 12 24 MOO' 0,95 92.3 "+ 27F,,8 2;4KS 12 2a ;118.00 0.96 15 a 472 5 4,252-5 .: 53. 39.7S . US 427.3 G $20,9 1S.265,0 25 18 75 ;0.95 . ; 96.T 3r,0:3 2,8?53 ; 25 'ffi.75. 0 95 . Lfia 1 e'S12 ;4.B06 S - 2T . 54 . ' 40:5G 0.87 435,4 ^2938:8 54,510,7 13 "6 :1950. 0:95, 99.9 .,-?21.8 3,166.3 '13 25 e19.50 '095 '70,$ 5545 5.406.?" 55 A125 0.87 443.4 3.038.6 62.RTR:i 27 .�0,25' 0.94' 109-9 350,3 3,546.4 _ 27 '20.25 G,94 ;l]7« 59H 0 6,Q54'8 _8 96 R2.00 0.87 45I.5 3,160.5. 66,370,5 F4 23 :21.00 0.94 133.8 643 ! 6,752.8 57. 42.75. 0,97 459.$ A274.4 . 69,989 :9 14 28 '121400 'Q a4.. 107.8 W6.7 F 3.955.2.. 29 ;21.T5 ,;0,54 15G.3 SZ9 9 7:502.5 19 58 43,5G 0.87- 467,E 3,390.3. 7738 5 29 2! 75 . fl.34 211.5 4,394.3 ' 15 30 '22.50 0,93 356.9 .738.3 8,3QS.7 15 30 22.50 0�3 115.3 432:4 4;864.7 : 31 23,25 0.93 203.4 783.3 • 9,154.2 59 •44.25: O.BT 47513 •3 6228.1 71,632 8 31 23.25. 0.93 119.2 451.7 5,3G7.6' 30 60 45.00 0.86 483 8 3,6.8.1 85.782 8 1G 2 " 24,00 `0,93 ' 12?:0, 492,C' 5,404,0 ' 16 32 .:24.00, .0.93 ', 210 q 840.0 'IO,G80 0 61-•45.75 0.86 4918. 3 750.1 SS 782.9. 33 -2 ' `0.93' '126,8 523 2r ,b,475:0. 33 24:75 0.92 t 21B 6 ' 8?3.3 .11.054 8 31 tit 46SG' 0.86: 49S 9 ..'3 B+4.G 99.071:' ' 11 3a 25 50 0,92 ' 22a I "948.3 12,C1O 6 . 63 47 25 0.86 507.9 4 000.1 94,504.2 1T 34 25,5 :0,92 'i30:7: 55.4 J.081.6 35 26.25 0.92 ,2297 1G04.4 13,Fcv1' 32 6'1 '48.00 0.86 516.G S128G 99,073.9 35 2d'2 0.9Z '13S.Y" 588.5 7,725.0 55 48.75 0,86 52411 .2_E:0 103.789A x ' 18- 36 27:00 0.41 23fi 3 ..I;063.F la3 2.2 4 R 18 :16 27.00 , 0.91 .138.4y �622.i Sy40E.3 37 27.75 . 0.91 '242.8.' 1,123,o 15,591.7 33 65 ' 49.5q. 0,35 5323 4 3917,0 108 65..:3 37 27.75' 0,ffii ' 142 2 57,8 4,125.4.s' 19 38 ^Z8.50 0.9I 249 4 1,164:5 16,875.6 57 50.25 0.35 540.2 4.5243 113.667.1 19 3E 29.50 C.91 146.1• -53,B 9286.6 39 29.25 0.91 25S,5 1,247.7 18.Z•17.5 ]4 68 51.00 0.85 548.3. R 650,1 1FB,@.13.1 39 29.25, 091 > 1"49.9 •730.8 SG 687.8 ,; 20 4Q -S3•gq 9.50 262:5 1.3125 19.C97 5. E9 51.75 0.85 556.3 a,798r2 124 153 3 2fl 40 30.00 :0,90 ti 253.8 766,8. 11,5I1,3 �. 41 30,15 0.90 259,1 1378.9 21,201.3 , 4 4,l38.3 129,5253 41 80,7� ff.90 , 157.E 107,7 I2 417.9 c u 35 0 53.25 0.85 171 t a2 31. 0 0.90 375 6 1,4h7 0 2'.7 0 7 71 53.25 0.85 "57Z 4 5C8C.5 135 26a.2 21 42 3L50 ::G,90' is 43 x847.5 13 34a.4 43 32,25 0 90 2Rr 2 I.Sl6 8 o� 57 1 3fi 7Z 54.00 O,BS SB0.S r'23a.5 111 ffGl,S 43. 32.25 0 90 . 165:3 868,4 11 ;253 22 44 33,00 049 . 293 8 f.589 1 2 ,2".4 1 73 54:75 0,85 588.E 5,370.6 13T Or:.1 22 sb 133.00 0 88 154,1 93G;" i5 34E'1 45 33.75 U•39 295 3 1,551.1 c4:031 1i :7 '4 55.50 0,84 596.E 5 518.8 153,?46.2 45 9.75: 084; l77;0 "972,9 16419.5 ' 23 46 34.50 0,39 1 ID 9 l 7a° P � 23,912E ;5 5625 0,84 6C4.1 5, Ga.9 .159;439.1 23 45 34.50: 'Q 89 . 175:8 1,G16,7 17,537.E 47 •75,29 039 308 4 .8I 31,937 7 !a 76 57.90 0.84 612.8 5,821.1 165 9G2 1 4l 35:25 ;0 8° 1H0:7 1061.4 18,,ioM : 24 aE r36,03 O.F3 .115 0 gc0 ;T.C°� Q 77 57 75 0.84 a2tl.8 S.9 T5.3 172 537 4 2:� -9 ']fi.00 0.88 18d,5 1,107.0 19 025.0 49 30,75 � 0:88 32' � � 1,5 a 1 3E, 9u � _�; t3 38 0 0.8� v79:9 1 6 131.5 175 3a7.] �1�� 25 SC 37:50 0 E9 , 32 2 Gc� f I 38,15 7 j 9 5° �5 0,$S 5+5.2 t 6 2°9.8 '85 311 i uy < y SE 38.25 9 h8 i 3a3 ' ^.:" ro 4[ .'ate J _3 3L, zo 0.84 n 9.0 6A0.0 173 00 0 dt d f 't :y) :' 39.00 S 3 1 34 : 3_ a 3 4 t ¢1 50 5 xi:3 0»:1 v tr t.3 2 _a e Y x 4'� r �3 39.i5 G C"'I 14 6 2 3q 7 5. �r.l p_ 5 7 G:93 1 60 : 6 T e'.5. 2C8 213.4 'S. t : +t.7 .xw1. rr. • a35101R �3 �i f qR 6c �a 00. 43 p a"1413 !v v 7 4 $. 6 00 1.a0 ` 40 5 40,'_ 12! 5 7T ' S 40 0{ 0 n_ ;4r - '..5k, ,.6 G3.005 00.83 v, .1 1]!.1 7" 0 � 5 5 605 F 00 SS 6 51.3 ! i3.h i5 4� r i l Q u{ 1 3 e I 1 835 'F 3 + acl.3 23 Ki .5 10 ;,so 1 0ff 50.5 63,5 237.3 u 75 0 ..'_ s 5 c07 a� 6 i } i :3 l 56 i» 50 1083 b?3.: 1 53 8 3 50 'E 11 i 8.75 1,00 � 55., rG � 3 `' 0 7L cl i3,u] � 0 a? ; 3° : ' a ° � bS I 6 1 9J 6S 15 rr.d' 10 -1 ! r,7jiZan cr g 8 12 9.G0 i.GO BM.B 91 s 1 41:i _5 p0.83I a a 7- �2E7 a 13 4:75 1.Off 65 8 1FJ5,R 52i:1 ° a .5 C fi" ?37 '.$ 5 u ' .� i 88 66 }h , 1 C 1 7 7 I4 10 53 100 70.5 ' 124,11 5511.2 30 r ff , 45 ,G 1 3 E6 ?9I'e l '�' e 5 3 39 68 in I 0.81 111 7 xi 18 L 3 U p 6. 15 11.25 1GO 7%a le2,4 V,09 61 575t L ti, `r !SJsi] i ix io �u Up10 3 EE a ffs' 1 33: 83 5' { F i+ z I @ 40 3 to s iii 8 16 12.00 1 00 y1..^. E '':2.0 Qi7.G 1 a7,''S l �h � w. i l Z= 3 c.a. a t I ci 0 1 �,�x 1 1.9 TAG' a }4 . 17 12 75 0 59 85.I ` 1E19 1 65.9 j v3 zr' ^ 2 13 8 2 3 b ;=0 r' 9 18 Ima 16 14.75 0 +B lQ 2_5. 1 ( ra a 1 xq 20 is Co 0?Sd.O 15a5 [ 13s.' r?5 s i 1 57 aff, ! E= k I 72,7. 6 :1 82;1 9 22.5 I 11 2: 16.50 057 i']La JIh' 1 �e, 1 �yi ' �1,' Jr. i , }} u 6I 155 I162 75d l 90r9.41 i a5 5 73 F7:25 0 56 ! i5 f 3: t !: 0 92 i5a.2 9 37..n 66 • d 12 24 18:C0 Qva l21:5 t 31':•: 5 G s ad , 7 '31 50 52 =il I f a� ' S 5,s ' I .5,5 25 16.i5 09S 126.5 395.5 i 3,, `; : j .1 ."s:aS Syi•=S i5.:0 J.S: 866.3 10.O:a,k S 7 .t It �i C ..tr�. of 9ORT d`tip ,2 �Ilzl e THAXILIM YOU C fa Y FOR THE HEED' � i rg Fx . Ta July 27, 1990 4 t TO: Scott Brodhun ` Director of ?arks & ecreation r� 7=! M: FROLarry J. Romig j Building Offici SUBJECT: Landings at sliding Doors - City Hall Thank you for your cooperation in resolving the hazardous situation that inadvertently arose when ' the two landings in question were construct-1. - r I 4 , 1yy Your crew did a very nice job on the revision. V{ i Copier.. Craig Knutsont. P 1 �J Claude Jones fi f� 14 # CITY OF PORT ANGELES PUBLIC WORKS FYi. �wTN. fAi" n i r DIRECTOR .s— DEPUTY DIR' n•�t f . CInY ENGINEER a ry a SOUDME 4, '� Sm"ATMER SMUT tx `` 1 6 r Q12. J �• - i If f _ i L - r4 J 1 . � F p i CITY OF PORT ANGELES PUBLIC WORKS - BUILDING DIVISION 321 EAST STH STREET, PORT ANGELES, WA 98362 BUILDING PERMIT Issued: 11/09/98 Permit No: 10851. Conditions: OWNER/APPLICANT ------------------------ PROPERTY LOCATION ------------------------ CITY OF PORT ANGELES 321 5TH ST E 321..E 5TH ST Lot: 13-20 Port Angeles, WA 98362 Block: 169 Long Legal: 360/457-0411: Sub: TPA T S: Parc No: BLK 1.70 CONTRACTOR ----------------------------- DESIGNER --------------------------------- OWNER VARIOUS Port Angeles, WA 99360 , 206/000-0000 000/000-0000 PROJECTINFO--------------------------------------.------------------------------- Pxj'Value: $3,378.00 SFD UNITS 0 MFD UNITS: 0 Prj Type: REMODEL SFD SQ FT: 0 MFD SQ FT: 0 Occ Type: COMMERCIAL Occ Group: Occ Load: COMMERCIAL: 0 Cnstr Type: INDUSTRIAL: 0 GARAGE: 0 Land Use: PBP PROJECT NOTES ---------------------------------------------- ---------------------- Construct approximately 20 lin.ft. 8ft high wall, install door and one sliding glass window in eastwall of info services. R1 PROJECT FEES ASSESSMENT------------ --------------------------------------------- -" $0.001� BUILDING PERMIT PLAN CHECK $0.00-------------- $0.00-------------- $0.00 -------------- $0.00---------RADON $0.00 STATE SURCHARGE $0.00-------------" $0.00 $0.00� $0.00� HOUSE MOVING $0.00------•-------- $0.00 $0.0.0 $0.00 MANUFA:,' SOME $0.00------------- SIGN PLUMBING $0.00---------------- $0.00-------------- 0.00 -- $0.00 TOTAL FEE: $0.00 MECHANICAL $0.00---------------- $0.00 AMT PAID: $0.00 ------------- --------------- $0.00-------------- $0.00--------------- $0.00-------------------- $0.00 BAL DUE: -- $0 THIS PERMIT DOES NOT REQ UIRE A SEPA, SHORELINE OR ESA PERMIT Applicant Staff Date SATIITARY WATER DV4'Y, ts are required far elecrrical work, utilities, prorate and public improvements. This permit becomes null and void 9 work or Separate Permi construction authorized ls.not commenced within 180 days, ii construction ar work is suspended or abandoned for period of 180 days after the work gas commenced, or if required inspections have not Been requested within 18n days from the last inspection. I hereby certify that I have read and examined this application and knawthe same to be true and correct All provns of laws and ordinances governing this type of work will be compiled with whether specified herein or oat The granting of a permit does not presume to.give authority to violate or cancel the provisions of any state or local law regulating construction or the performance of construction. of Date Sfanature of Owner (if owner is builder) Date WILDING PERMIT INSPECTION RECORD CALL 417AB I S FOR BUILDING INSPECTIONS. PLEASE PROVIDE A hHNIMUM 24 HOUR NOTICE. IT IS UNLAWFUL TO COi'EI� lNSULATEORCONC.W ANyWORKBEFOREINSPECTEDANDACCEPTED POS PER1MIT IN A CONSPICUOUS LOCATION. KEEP PERMIT CARD AND APPROVED PLANS AT JOB SrM 1O0H Ctl 1"d k H M�n +�HHO �r °dz9 Hou 0 H H H C7 �nn o1-3z n y Ff yt7i H [n Or H C1] � M GENERAL COMMENTS: rW11OL15 (4M] dam' CITY OF PORT ANGELES PUBLIC WORKS - BUILDING DIVISION 321 EAST 5TH STREET:- PORT ANGELES. WA 98362 issued: 2/05/99 Permit No:0969 BUILDING PERMIT conditions: - - -- -PROPERTY LOCATk.0N----^--"-- -- --- ---_ . - / -_ _-~_ OWNER APPLICANT--`"'`- - 321 5TH ST .E _ CITY OF PORT ANGELES Lot: 13-20 321: E 5TH ST Block: 1.70 Long Legal:: Port Angeles, WA 98362 Sub: TPA 360/457--0411 S. Parc No: 063o0o0i7050 T. .VERN BURTON ---_ __ ---------_ ------------- CTOR- --- ------------DESIGNER-- CONTRACTOR ------------------------------ ----- -----_ OVINER VARIOUS Port Angeles, WA 99360 000/000--0000 2061000-0000 PROJECT INFO ----------- _» -^____---------SFD-UNIT5: 0_-� MFDrUNITS: 0 0 - Prj Value:. $25$.00 SFD S4 FT: 0 MFD sQ FT� 'Prj Type: STORAGE. ROOM Oco 'Type: COMMERCIAL: 0 Occ Group: Occ:Load: TNDUS`i`RYAL: 0 GARAGE: 0 Cnstr Type:-- Land Use: PBP------�--------------�--�--_ PROJECT NOTES ------------------- � ROOM fees waived by P. Tbarra 3' X.12:' STORAGE N -~50.001 R l JECT FEES ASSESSMENT-------------------------0.00-----_------------ $ $0.00 PBUTLDTNG F , PERMIT $0.00--------- --------- ]RADON PLAN CHECK $0.00 - ---_- $0.00 0.00 $0.0.0 - $0.00 ____ _--_.-_ STATE 'SURCHARGE $0.00 _""_--_..-_ ____ $0. 00 $ $0.90 HOUSE MOVING $p..00.-__ ' -------------- MANUFAC. HOME $0.00 -------------- $p. p0 _--_�_ _ ____�__�_�-$O.Ofl $0.00 SIGN :$0.00 TOTAL FEE: PLUMBING $0.00 --------�-_.._- $0.Q0 AMT PAID: $0 QO s MECHANICAL $0.00 -----------------_---_. ------ -- �.. $0.00 -- ----- $0 . '0.0 BAL DUE: $0.:.00 __----- ---- $0.00 - ------ ---- $0.00 — —-------__ ' DOES NOT REQUI1rtE A SEPA, SHORELINE OR ESA PERMIT THIS PERM IT Stuff Date Applicant ` i SANITARY WATER DWY____ STORivi DRA OTHER . Rt 'null and void it. and PUMPof 180 k Sepa We is suspended or abandoned fora period .days�after e orate permits are required for electrical Work, utilities, p one p. not i7een requested wrthm 80 days from the last inspection. l hereby ce ft that ave conswcln authorized is. not commenced within 180 days, ifa of work eTning this i required inspecctions have the.work as COMMenced, or if reqbe true and correct candinances gov cel�the and knoWthe to to�11 prqvislonsof laws and rgive auth fitY to violate: or read and examined this application perir�it does. not p me e e r or he granting of be complied with whether specified of construction, will of any state or local law regulating construction or performance provisions Si nature of Owner iE owner is builder Date . Ii Si nature of Contractor orAuthog¢ d A ent Date H H po HOU H i--1 t7 �5 t7 H C H HCt�i] EEy�� 0r xEn tJ M 4 BUILDING PERMIT INSPEG'TI` N RECORD ' FU CALL A17-0615 FOR$UiLDING�T5i'ECTYONS. PLEASE PROVIDE AI+ItY qW M 24 HOi7RNOT CE. dT''S UNLAWL 7'O COY' ]�rSIJ%�3T`EOItCgNCEAI..4NY'WORKBEFOItEWSPECrMANDt:GCEi'TED. PQSCI'ERRITY' IN A CON5PYCrlQ[35 LOCATION. KEEP PERMrr CARD AND APPROVED PLANS AT JOB SUE GENMIAL COMMENTS: PW.1102.15[4ro61 K)0H xr� H H K H 0 n x H H O xx tlHH MOC1 0 1-3 4 J n C]HR OHz 0 H s r t a9 Fram: Scott.J.6rcdhun Tc: MARRA Date: 2J4199 4:07pm Subject: Waiver of Building Permit Fees Y Pik According to building division policy, l am requesting you authorize a waiver of building permit fees For a project to ';1 a build a small storage area.n the hallway leading from the VBMCC to Police Wing. This is necessary in order to i respond to concerns of Tom Sperllne, who [s asking We not use the electrlcaVphone rooms for storage (a reasonable and .responsibie request from Torn). Thanks . SS CC; LHAEHNLE m: 44 V, { W OTi�S •�D�u'� G,LE;���EMlx.�*'a G� t >. t�QE'•1x�6�NopI�.�I�aLl�Iti1i1.1W�'1 ��+M�"�`r� to e U T A f7. X S7 PRINTED ON N0. IOOW GLEARMNT • ti'+ L,e)►`(vLA-r O �'g�= Ida, 11 X 17 P!i14TED ON -NO :1DOCY-ump7ma v I —11 AL iv'-B" Ire-v �� G 4 o Errs W. -o . "o TP-: T14 I S I-A-(v L 7" t s Vic. rr- I.:i.Etr Tv t2da \VtT4! E71'h'tl�e•JslorJS S.Na�J1�1 d.DJ�.'ST+�� �"vr���E� L 4 2 1-7�0 i4 >Eg Qv 91 f ta i a A ram. �..6D , 43 D + D ' Fk s � S V3 D m. w..a) [ w m ' i 1 �t f I j t t ,f I I. CITY OF PORT ANGELES: PUBLIC WORKS -BUILDING DIVISION 321. EAST 5TH STREET, PORT ANGELES, WA 98362 '4uc,oe" F BUILDING PERMIT Issued: 7/23/97 Permit No: 9844 Conditions: OWNER/APPLICANT ------------------------ PROPERTY LOCATION ------------------------ CITY.QF PORT ANGELES 321 5TH ST E 321 E 5TH ST Port Angeles, WA .98362 Lot: 13-20 Block: 169 Long Legal: 360/457--0411 Sub: TPA T: S.'. Parc NO: BLK 170 CONTRACTOR ----------------------------- DESIGNER --------------------------------- OWNER VARIOUS Port Angeles, WA 99.360 000/000--0000 206/.0.€ 0-0000 PROJECT INFO-----�-___-�--__-_------------__----�-----MFD SFD UNITS: UNITS:-----0- Pxj Valuer $5,000.00 Prj Type: STORAGE SHED SFD SQ FT: .0 MFD SQ FT. 0 Occ Type: COMMERCIAL V Occ Load: COMMERCIAL: r "� Occ Group: Cnstr Types VN INDUSTRIAL: 0 GARAGE; 0w J, Land Use: PBP - -- PROJECT NOTES ------------------ ____ __.�--------------------------- to trash enclosure;: 192 sq ft Storage shed placed 11 PROJECT FEES ASSESSMENT -------------------0 ----------------------$0.0 ' BiJILDING PERMIT $0.00------ $0.00--------�------ �$0.00 ----.---- ----- $0.00:---------RADON $0.00 ti PLAN CHECK STATE PLAN $0'. 00 �-------------- $0. 00 no fee permit $0. 00 $0.00 HOUSE MOVING:$0.00 --------�-------- $ 0.0 0 $0.00 i $0.00 MANUFAC HOME $0.00 ------ ------- - $0.00 - -- - -- -- ==---------- - - SIGN PLUMBING $0.00-------------.. $O.00 ----"----""---- $0.0.0 TOTAL FEE: $0.00 j $0..00 MECHANICAL $0.00 -- .0------------- y;0.00 AMT PAID: -- --------- ------- $0.00--------------_ $0..00--------------- $0.00 $0.00 ----_...__------------ BAL DUE: $0.00 TIM pERMIT DOES NOT.REQUIRE A SEPA, SHOREUVE OR ESA PEIMT Applicant StaffDue_, RW S, NARY . WATER DWY .STORM DRA OTHER Separate Permits are required far electrical wotk; utilities, private and public Improvements. This permit becomes null far a period of and void. V 180 dap or constrUc ion:authohzed is not commenced Wihin 180 days, 9 construction or work is suspended or abandoned "ys after hat I have the work as commenced, orlf required inspections have not been requested within 180 days from the last inspection. !hereby certify a of+xork read and examined this application and know the same to be true and correct. A11 provisions of laws and ordinances governing this typ W-11 be compiled with whather specified herein or not. The granting.of a permit does not presume to give authority to violate or cancel the provisions of ally state or local law regulating construction or the performance of construction. SEanature of Contractor or Authorized /4 ent Date Signature of Owner if owner is builder Date OOH N►rJ H 1-3 x 0 n 1-3x0 C/ ra r`o-+ O U z�n OHz BLUDING FERMiT INSPECTION RECORD CALL 417-4815 FOR BUILDING INSPECTIONS- PLEASE PROVIDE A MIIiINIUM 24 HOUR NOTICE. IT IS UIVLAWFUL TO COVE14. INSUL47-SOR CONCEAL ANY WORKBEFOREFNSPEC7WDANDACCEFMD: POST PERMIT IN A CONSPICUOUS LOCATION. KEEP PERMI, CARD AND APPROVER PLANS AT JOB SITE 00H xF4 H-1 F-I iA tz Hi00 G] H �-! H•1 C9 0Hz 0 H ztvId yw GENERAL COMMENTS- pW1 EDI.iS �4196) CITY OF PART ANGELES pUBLIC vioRKS -BUILDING DIVISION 321 EAST 5TH STREET, PORT ANGELES. WA 98362 BUILDING PEP 4IT Issued: 11/16/98 Permit. No: 108.33 conditions: OWNER/APPLICANT -------------------------- PROPERTY LOCATION-------------_----------- CITY OF PORT ANGELES 321 5TH ST E 321 E 5TH ST' Lot: 13-20 Port Angeles, WA 98362 Block: 169 Long Legal: 360/457-041.1.. Sub: TPA T: FTNANCE-TNFO SRVS S: Parc No: BLK 170 CONTRACTOR ----------------------------- DESIGNER --__..-_------.._-__-___----------_- OWNER VARIOUS Port Angeles, WA 99360 ► 2.0 /o00-0Do0 000/000-0000 ___.._--------------------------------------------»--------�-- PROJECT INFO -_.-Pr* ---- 0 Value: $813.00 SFD UNITS: 0 MFD. UNITS.: Prj Type: PUBLIC INT. ALT SFD SQ FT: 0 MFD SQ FT: 0 Occ Typec Occ GroupOcc Load: COMMERCIAL: 0 0 Cnstr Type: INDUSTRIAL: o GARAGE: Land Use: PBP .PROJECT NOTES---- ------------------------- --- ----- --- -------_---- ADD.DOOR BETWEEN OFFICES N 1, PROJECT FEES ASSESSMENT ------------------------------------- ------ $0.00. -- - --_-__---- -$0.00 .BUILDING- _ PERMIT PI;AN CHECK PLAN $0.00 ----- $0.00-------------- - - - $0..0D - - -- -RADON $0.00t1 "J STATE $.0.00--------�---�--- $0.00 $0.00 $0.00 $0.'Q.01 HOUSE MOVING MANUFAG HOME $0.0.0--------------- $0 .00--------------- $0.00 -- $0.00 — SIGN PLUMBING $0.00 ----- -- ------ $0.00 ----- --- --- --- — — $0.00 -= --=—------------ $0.00 ^TOTAL FEE;: $0.00 MECHANICAL $0.00---------- $O.DO AMT PAID: $0.00 - -- --------� `-- f1 �S P T $0.00-------------- $0..00--------- -- -. IJQES T �I DTffE A-SEFf1TSFIORELIAV OYESA E' --- D .. o o Applicant Staff mate $W SAInTAitY WATER DWY . STORM llKA VIrl rn .Separate Permits are required for electrical Work, utilities, private and public Improvements. This permit tzecome"s Hulk and vni0 if ys ter construction authored is „ot: omrnenced within 180 days, if construction or work is suspended, orabandoned far a period of 180 days after the work as commenced, or if required inspecfions have not been requested within.180 days from the last inspection, I hereby certify eat 1. h ve read and examinest this application and know thesame to be true and correct Ail -provisions of laws.and ordinances governing this typ Will be complied with whether specified herein or not. The granting of:a perinit does riot presume to.give authority to violate or caricet the provisions.of any state or local law regulating construction or the perforinance of construction. cr nsti,rp nf contractor or Authorized Agent Date Signature of Owner if owner is builder Rate n H yCCrori O H tro 321 E. 5TH St. 0 fi { z v�i cn r co m ' C7 3 C s [j yo rn. .M n rn c yr .CA M , rrt s H. . LIJ CD ' I'Tt 4 U CITY OF PORT,ANGELES -- PUBLIC WORKS BUILDING DIVISION -- PERMIT APPLICATION Date Received 2/ 1 ! � Date Issued 1:j5 1q� W N Name Address Ci Phone Lie, No. -- 'Contractor- Arch / En Class of Work: New Addition Alteration Repair Move Demolition Description of Work: �•� ,0-5P.T A,0,017-119ts,! yj Type .of Perrnit: Building Valuation S o.0l'a ❑ Plumbing Contractor N . Fixture ; e Fee: ' Water Closet - avato Permit Fee S-- B stub Plan Check Fee Recci C # Show Investigation Fee Kitchen k Other Ste. Disposer Total $ Z Recei I # - &Sr tl I Floor Drain :Flo Sink.. Building 5 . Ft. Clothes Washer Occupancy Group Urinal Occu ant Load No. -of Stories Water Heater Tye of Construction Drinking Fountain Occupancy° Permit Issued Lawn Sprinkler Legal Descri tion:. Lot Vacuum Breaker . Block t ttz-,q 4' j.a SolarPaneis Subdivision Other Land Use Zone i"7 Sub Total Lot Area Permit.Fce Lot Coverage Sg, Ft. _ Recci t'# T061 S _ Si n Conwactor Mechanical Contractor T e t 2 3 No. Type of Equi ment Fee Illuminati Elec. Furnace Ove,.ill Hei ght'1Z, Heat Pump sign Nei ht Oil Furnace S . Ft. Kitchen Hood Clearance Woodstove/Pcllet Stove/Insert Land Use Zone - . Other Fee Total $ Re ipt # Receipt # S.� � l �5 /O Total $ :�C� APPLICATION ACCEPTED tt4' F r E 6YAFAROYL• F VANLFaY 1"�OnditlonS; r0therConstruction/P.W. Permits: - Sewer R1W Driveway Other Water SEPARATE' PERMITS are required for electrical work, utilities, prvata and public Improvements.'iltis permit becomes null and void if work.or construction authorized Is not commenced within'180 days,. ircoratruciion or work Is suspended or abandoned fora period of 180 days after workhas commenced, or if required inspcolom have not been requested within 18(I'day-s km the test Inspccilon,a hereby certify that t have Mad and gaamined, ih1s. application and know the same to be true and correct. All previsions. of laws and ordinances governinglhis type.of work will be complied with whetherspeci&d herein or not. 7'he granting of a permit does not presume to give authority to violate or caneci the provisions of any state or local law regulating construction or the perrormanee or construct' Ignature af, _ rector or Authod�gent - (Dare) Signs" ofOwntr(ifowntrIsbuildet) -(bate) _ PF.N PRlrrr, rNC 0 r--r n . rn (A Y M, cv rn: n o: rn z rn r-; .Q 2 C v :—I w r� -< C- 3 —t rn rn rn 1-4 0 n rrn c -_ to z c� —I r- • rrt a -=t z 1a 4 BUILDING PERMIT INSPECTION RECORD CALL 457-041 I EXT. 125 FOR BU.ILDlNG INSPECTIONS. PLEASE PROVIDE A MIN. 24 FOUR NOTICE. IT IS UNLAWFUL TO COVER INSULATE OR CONCEAL ANY WORK .BEFORE INSPE.TED AND ACCEPTED. POST PERMIT IN A CONSPICUOUS LOCATION. KEEP PERMIT CARD AND APPROVED. PLANS AT JOBSITE INSPECTION TYPE DATE ACCEFTED COMMENTS i i ,t O. O • A f, i F4 , Gc7 x I� p: W. w z 0 C m � m ca mn o� m A c A � -jrrs x m a n m c v�. to rn r+s rn 74 Y H to c� rn FOUNDATION.- Footings .; YmA. -No- Walls I(?' Found. drainage ELECTRICAL Rough-in/Light Dept. P.I.IImii.I� Under. floor I slab , Rough -in Water fine Hack flow/water AIR SEAL Walls Ceilin FRAMING Joists / irde[s Shear •wall Walls / rriof / ceiling - r-7 —r%T Drywall T-har INSULATION - - Slab 1 WWI l floor /ceiling 1,4EC HANICAI. Chimney Woodstove/Pellet Ducts- P.W. UTI Waterline: / meter Sewer Connection Sanitary Storm Site Drainage/Erosion Cntilrtil Parking Other FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY 1 USE RESIDENTIAL DATE YES NO MER IAL DATE CCEPTED Elecuical/Light Dept. Phone Ext. ??A . Electrical/Light: Dept. q�zs ' 12� Construction-R/ PW- Ext. M En incerin 'Construction - RW PW n ineerin ' 7/�1 Fire (Multi-fam. only) Ext. 252 Fire De t Building Ext. 125 Building FOR OMCE USE ONLY: BUILDING'PERMIT APPLICATION pnte.Rat.. —� Permit tr; �— Pre•Ap. Complete?: DEPARTMENTT OF PUBLIC WORKS, BUILDINGDrVISION Daze Approved: Tht Buihd a.t Permit Applkwion mutt be felled our completely, Pkare type or print in ink. fjyou have any questions, place ca11457.0411, 0% 135. p.. A. Applicant end/or Agents Phone: 0 B. Owacr: Phone: - 0ir11 C, Architect/Enginiser. t Lt 2 Phone. r H D.. 1�ontractort L.ICCtLSe.#i: Ph000: PROJECT ADDRESSc zONrrlc JjLEGAL DESCRIPTION (on Deed of Sale or. available &W the County. AssesWs Office): kear S G: l 0 wom sEMvALUAMTON: ❑ Presidential ❑ New Constr. ❑ Rei oaf ❑ Woodstove ' ! ❑ Multi•famiiy J.addition O Move ❑ Garage 3z i! sf. @ sz5mv. = 5 eCammenial rGrRemodel ❑ Demolition ❑ Deck sf. @ S _ Jsf, 5 _ a 3 Repau .© Sign a 5 0 �j �2T�OfTALVALUATIOIS�s J I S72-7 S, 0 0 0 BRI'riFSCRETON09THE PROJECT, �d d� COMMERCIALt Occupancy Group: Construction Type: LAX Area. _ Occupant Load: _ No. of Stories: _ % Lot Coverage: , Y q PLANNING USE ONLY: Permits Requimd _ APPROVALS: BLDIG C Noes: AC.DCi Max. Height: Setbacks: zonimg: _ DPW �j Site Plan and Use Approved by, -..Date: t'lTZE y Wethmd(s): ❑.Yes ❑ No SEPA checklist required?: ❑ Yes .O No Other: p^OEE. PLAN CHECK FEE: S DATE PAID: RECUT NO.: BUILDING PERMIT FEE, S DATE PAID: RECEIPT NO.: APPLICATION SUBMITTAL: Your application and plans must be complete in order to be accepted for plan review, Pica$* fill out the application completely.arid follow theplan suhrrtimal checklist on the reverse of this form. The Perm. t Coordinator can provide you with more detailed informadon on the application and plan suhrruttal requirements. VALUATION OF CONS'TRUC71ON: Valuations for new construction and additions are calculated by:he Building Division, Dcpu-u=nt of Public Works. before the apphcauon is suom:iteo C,-ntact the Perrml Coordinator at 437.041 1, ext. E i5; for assistance, in all cases, a valuatton amount must beeniered by the applicant. This figure will be reviewed and may be revised by the Building Division to comply with current fag sdxdules. PLAN CHECK FEE:. Your plan Check fee Is due aE the titne of the buiiding permit application submittal, All other pet`mit fees are due at the a= of issuance. BUILDING OWNERIAUTH.OR[ZED AGENT: lf.the applicant is not the owner, registered architect/engineer, or contactor licensed by the SLate of P UNE1gton, a notarized [titer from the prop" owner authorizing the applicant to be his/her agent for subniiiUng this permit application and obtaining this:pernut will be required as Part of this subrruital. EXPIRATION OF PLAN REVIEW if no permit is issued within 180 days of the date of application. Uus application will expire by limitations. The$uilding Official can extend the time for action by the applicant up tv 180 days, on written reouest by the applicant (see Sxtion 304(d) of the UniformBuilding Code. Current Edition) 'ln application can be extended more than once. ! hereby certify liar!! have rend and tramrned this appltcafion and know the same to be true and currec4 and ! am authorized to apply for this permit. I understand it is not the City's legal responsibility to deterrrrine what permits are required: it rernwris the applicant's responsi- bility to determine what permits are required and to obtain such. applicant: Date: r—s -t m Cl G O rn C, o M. A � a_ r— �N �-t o ;a n a -4m rn M. f/7 C7 err � c-) —4 x n -.t z o. —.t n rr; 0 A. 1-4 4 PORT ANGELES FIRE DEPARTMENT PLAN REVIEW Proyebt Nam-9: Port Angeles Police Department addition Address: 321 E. .5th Plan #95--3--7930 Com Z1 R-1 ❑ Date February 10, 1993 We have checked. this plan and find that it conforms to the requiremen'cs of our codes andordinances with the following exceptions. 1. Please relocate the underground storage tank for the emergency venerator. Storage tank will need to be at. .least one foot away from the foundation :of the. addition. A permit is required for the removing and installation of the underground storage tank. Please contact the Port Angeles Fire Department for processing permit. 2. The existing fire sprinkler system will need to be extended into the new addition area. Please submit fire sprinkler drawings to the Port Angeles Fire Department prior to any installation work. 3. The existing fire alarm system will be extendedinto the new addition and. remodeled areas. Please submit plans to the Port Angeles Fire Department prior to any installation. 4. As noted on plan. sheet A-6, please install fire extinguisher cabinets and 2A-10-BC fire extinguishers. Cabinets to be no higher than five: feet and no lower than four inches from the ground. .5. The current communications center has a Halon fire suppression system. Before any remodeling or demolition occurs in this area, disconnecting the Halon 'system would be required to prevent any accidental discharge. You may want to consider relocating the Halon system into the new communication center. NOTE: Prior to the occupancy Permit being issued, compliance to the above conditions will be met. Reviewed By e s - �_ Date 2 -/0 5f— ❑ Building Department ❑ Fire Copy FP - 22 Page 1 of 1 A. I REVIEW NOTE TO MAN SUI3I4InnFL' ALL PLAN COMMENTS REWIRE.WMN RESPOIVSEANUIOROORRECTION' FOR FIEFMIT ISSUANCE. FEMM RESK)NSE WITH PLAN RESUBMITTAL APPROVALOFALI REVIEWfNGE)CPAF3TMENTSREQUIREOP'RIOR.ToPERMITISSUANCE I VhL REVIEWING OEPT' BUILDING RGINEERING WASTEWATER WATER STREET , coNCEPT REVIEWFL VISON REVIEWING DEPART ME—NT APPRO PRELIMINARY REVIEV[ .__ ATE nNA(REVIEW DDewBYE•____.-_- G oniv- COYYENI on (''OMMr:NTS TS s l i U LOCAUON, 7-1 _ SCUD WASTE PiANNING LIGHT FM MCKCHSCK S INMATE: T A sYArus coaEs T . A.GRW'Nt.4CCl�tP N.4O'K11nNSl lqm PEI'T'.AI7' N f It — I PLAN REVIEWCOMMENTS M-MEwWG DEPT: BUILDING NGINEERLNG NOTE TO.PLAN SUBNifTTER .ALL PLAN COMMENTS AE0[JIRE wRITfEN RESPONSE ANDIOR CORRECTION WASTEWATER FOR PEFM r ISSUANCE, RETURN RESPONSE WfTH PLAN SESUBMFTTAL WATER APPLIOVAL.OF ALL REVIEWING DEPAMMENTS REOUIREC PRIORI TO. PEFINIT ISSUANCE STREET FiMEWEPi . Jdir f mNCEprrieviEvr nswsiaN MI EWING DEPARTMENT APPnOVAL SLIA1iNMYREViEVl- DATE., D"A►YING v .. MMMENT CR MMMENTS . No,Ile SPEC.P�. A Ill 3HEET �'—DF Z-1 $000 WASTE . PLANNING _ LJGFrr FIRE BACK CHECK S BYMATE: T A.. STAIUSCODES T - --CaVu[Mi'KW7lO - U c-coaeenwiwe: S _ 4 moo-- - -- - - PLAN REVIM COf1. MENTS NOTE TO PLAN SUBMRTER ALL PLAN CC)MMEMB PEWIFIE WMM RESMNSE ANDIOR CORRECTION FORPEFMIT15$LIANCE. RETURN RESP0.NSEWrM PLAN RESUEMFITAL. APPROVAL OF' ALL REVIEWING DEPARTMENTS REOUIREU PR(OR TO PEFimrr ISSUANCE l. l+ REVIEWING DEFT: WASTEWATER WATER STREET., -s �i fi _ SWD WASTE PLAKNINa LICiNT F1E� "MEWINGDEPAllIMEN I AF'r i3A^KCHEC!( S cbs WFREVIEW n flEv�sloN .13YIDATE: T 419 CLIMINARYmmEw n DATE A FINALREYIEYI 08ur BY_� STAll15CA0E$ i �. --• �. _ _ _ ... _. -�...» .. - --- - - _...._--- n-egad •ccar[o U I t)"AWN[T.. - Gca�+[CtItMwO[ `.3 COMMENT OFl COMMENTS— f u:�eo aee►orni�m. - NO _ SPEC. REF. — — -- - /-7/5" �.r�'>��S 6-� .C✓�/�. BUG �'��� .- _._�._ ._w..__......__ .._ _ _. _.f?. 3 -Q _ PORT ANGELES CITY HALL PROJECT CLOSEOUT 01900 1.06 A. 1.07 . A. PAGE 2 payment and acceptance of the project. The general format of the guarantees shall be as follows: Address to the Owner: (I) (We), (General. Contractor), certify that the work installed .by the (subcontractor) an your new building located at (street address and/or location of building) has been performed .in fu.11 accordance with plans and specifications. Further, that we guarantee this work to be watertight and/or free from. defects in workmanship or taaterial for a period of years.,.. from .date of final acceptance., and that we will make good, without delay, an.y defects without additional cost to the Owner. Yours very truly, (Contractor:) Signed by (Authorized signature of the firm). PROJECT RECORD In accordance with the General Conditions, mark set of drawings to show accurate measurements of a,li underground and hidden utilities and services related to the project; recordall changes of direction and locations and diaensions-and elevations. Clearly mark .set as "Project Record Copy" and maintain -in good condition, available at all times for inspection by Architect and not used for construction purposes_ Upon completion of the project and before final payment, the Contractor shall forward one (1..) set of bluel.ine prints showing clearly all as -built notations including dimensions to accurately locate all .of the above including changes, to the Architect. The recording of information is the re.sponsibAlit.y of the Contractor and shall be done at no additional cost to the Owner. OPERATION &.MAINTENANCE DATA Maintenance Manuals.: Provide one (1) preliminary review copy and three (3) finished copies .each of "Mechanical Equipment Maintenance Manual" and "Electrical Equipment Maintenance Manual"; see Divisions 15 and 16 for detailed requi--ements for maintenance manuals. Deliver completed manuals to Owner thirty (30) calendar days prior to schlcduled completion of the project .or start-up of major ecLtipment, whichever is sooner. Each manual shall contain 0 s-i r*r ' v� s M v Go M.a c r. —I a m r, A. .r. oz -{ m x rn v tn or c7 NLn c, Ln m �. C'i M n Y _a PORT ANGELES CITY HALL PAGE 3 PROJECT CLOSEOUT 01900 i s operation and maintenance instructions and parts lists. furnished by the manufacturer, for all systems and equipment provided in the Contract. When necessary, furnish supplemental drawings to show system operation and servicing of maintenance points. Data shall be clean, neat, legible copies; drawings shall be accordion folded..; Include no inapplicable information and advertising. Bind copies with cloth -covered hardboard covers and cloth. backpanels, 3-hole punched and secured with aluminum screw posts. Imprint covers with name of the project, Owner, Architect; Engineer, Mechanical or Electrical :subcontractor as appropriate, an.d the year of completion. Each copy shall have typewritten index and tabbed dividers between equipment categories.. B. Operating Instructions; Provide an operation instruction period for Owner's representatives and personnel following completion and initial operation of equipment and systems; instruction shall be.given .by manufacturer's authorized personnel, Contractors' and Subcontractors' foremen., .or superintendents for the trades involved, G. .General -Building Manual; Furnish 3 finished copies of manual listing Co.ntrac.t.or and subcontractors, Including addresses and telephone numbers and name of contact person, all materials- installed in the building. include manufactuer's and suppliers!- names. addresses, phone numbers., contact persons, and model numbers.; proportions of mixes; finished numbers or identifications; all pertinent data required for replacement ordering or duplication at later date; list in order of how specified on typewritten 8-1/2 x 11 .inch pages. Bind .in hardback, cloth -covered binding with name of project, date of completion and acceptance and Architect's - name, address and telephone number imprinted on cover, Deliver to Architect at time of acceptance of the work. 1..08 FINAL INSPECTION A. In accordance with the General Conditions, and after receipt of written notice that the work is ready for final Inspection and acceptance and receipt of the final application for payment, the Architect will make such Inspection and furnish the. Contractor with a "Punch List" of any items found incomplete or not In conformance with the contract Documents. The Contractor shall remedy such defects within 3.0 days of his receipt of the list and the Architect will make one subsequent inspection of the M 0 rn c� M - .4 w� NOTE To MAN SU MITTER- AL FLAN COMMENM REQUIRE WRTTM FiESPONSE ANDLOAc(3FMOTK)N FOR PERMIT ISSUANCE. RETUIIt+I FIESPONSE WITH F Id N RESU9MTTTAL APPROVAL OF ALL REVIEWING DEPARTMENTS REQUIRED PRIOR TO PERMIT ISSUANCE CobLapTAEVIrw _ REVISION PIiF.iIMINAgYREVlESC �� ._�,,, - . T! ALREVIEW Ort�p D"AWTNG -- MMtMFNT 04 No_ sPEC. Rom. REVIEWING DEPARTMENT APPMVAL BY DATE COMMENTS -I REVIEWING DEFT: ' B!;�t IN a. T SOW WASTE ffran�E to K"ING WASTEWATER uGw WATER FIRE STREET BACKCHECK 8 9Yl4ATE. T A .STATusco 9 T �.ca.wn�recamo U c-wRaceriar►unt S D�-?p(o, /off zo dip _:��•- ��- •�o:_c_.�G,�;��' ___I .. ._ .____._..__—._____.__. _._ ___ -- J 7 J C r —_SHEE-r,3 OF. PLAt+I REVIEW COMMENTS tit:VfEWFNl3DE", _. �! c3 SOUR WASTE PLANNING NOTETOPIANSUBMITTER: ALL RMCOMMENTEISEQlIREWRIPEN R�SPOfIGEANWOROOFFECTION. WASTEWATER. LIGHT } FOR PEF WIT ISSUANCE RF:Tt1FN RESPONSE WRH PLAN RESUBMUTAL A WATERS FIB APPROVAL OF ALL REVIEWING DEPARTMENTS REOUIRED PFtOOH To PEFNFT ISSUANCE STREET REYiEWEk PTREVIEW T P"ELINNARYREYIEW REVISION REWEWINGDEPARTMENT APPFOVAL tti II' BACKCI-IF; L3YIDATE: S ' - FINAL REVIEW BY DATE ;ti STATUSCa3DES A - T pF1hW1ND: - - -- V 9. COMMENTon COMMENTS c.caulec�w�wn: t zo) --yz •r ��r_,�-ram Lb QQ I t PROJECT:LOCATION: PEFWIFi tC yy_ c s, t NOTE To FLAN BUBMIITEII:- ALL PIAN COMMENM RECvm WWTTEN RESPONSE ANDIORCORRECT" FOR PEFwrr is&UANCE RMFN RESPONSE WITH F' M RESJBMITTAL. IEwINa DEPARTMENTS REOUIRED PFVOR TO. PERMIT ISSUANCE REVIEWING D BUILDING VG—INEWM WASTEWATER WMER SMEET SOLID WASTE PLANNING uGKr FINE APPSOVAI_ OF ALL FTEV MMEWEH .X + irr5ravr+< DAT COHCEPrREVIEW REvlslou FiEVIENIiNO[7EPAHiWiEN1 APPWURL BACKCHECK BYIDATE, S T _ BY °ATE sTATusgbDEs T . i FItiA1.REVIElff Olh�r A -CM. Mt ACWgfO -U DitAmrin C]MMENTS a eonumwwoi 'W.Mp�r�[�em. ,. CtlAt1iFH1 Oft: __ 70 r LOCATION: _ ... • -- s- PERMIT �Y, e s 'y 1 44 MAR-22-95 WED 14.59 CDT FACSIMiLF— COVER SHEET 7768769 Meuse dell'rerthe folpwing pages to; of VPc C �.'T`� fox NJmbeE ` ' '2, ,. ,t -- lime !�I :�0 Pm100 lfnma. f Project ( 2EO 1C c0� iYl G�G1la, P. to 1 By cc Zfv,,E Taiol number pf pages Ind- ding This cover page 3%0 lath 5{reel SW stii;e.510 Lpwo0d, WA M37 To. 206-672-1071 fax 206-7J8-8765 MAR-22-95 WED 14:58 CD1 Part Angeles Police Department 7789769 P-02 SECTION 15891 - METAL DUCTWORK PART 1 GENERAL I'll RELATED DOCUMENTS A. Drawings and genacel provisions of Contract, including Gerteral and Supplementary Conditions and Division 1 Specification Sections. apply to this Section; 1.2 SUMMARY A. This Section includes rectangular and round metal diirts and Iiienums fnr hoatino, ventilating, and air conditioning systems In pressure classes from minus 2 Inches to plus 10 lnchr4s water gala, 113: DEFINITIONS A. Sealing Requirements Definitlons: For the purposes of duct systems sealing requirements speoifled In 4tii3 Section, the following definitions apply. t . Seam►., A :seam Is dt fiwad as Joining of two lungltualnally (in the direction of airflow) oriented edges of duct surface material occurring between two joints. All other duct surface Connections made on the perimeter are deemed to be joints. 2. Joints: Joints Include girth joints; branch and subbranch intersections; so-called duct collar tap -Ins, fitting subsections:. louver and air terminal connections to ducts: access door and access. panel frames and jambs;; duct, plenum, and casing abutments to building structures, 1 A SYSTEM .PEFIFORMANCE. REQUIREMENTS A. The duct system design, as indicated, has been used to select and size air moving and distribution equipment and other components of the air system. Changes or alterations to the layout or configuration of the duct system must bn Sperifiraily apprnvari In writing, Accompany requests for layout modifications with calculations showing that the proposed layalit will prnvirifl. thA orlainal design rosults without Increasing the. system total pressure. 1 $ SU13MITTALS A. General: Submit the following In scoordenee with Conditions of Contract and Division t Specification Sections. S, Product data including details of construction relative to materials, dimensions of Individual components, profiles, and finishes for the following items: I. Duct Uner. 2, Jacketed Duct Wrap. METAL DUCTWORK 15891 - 1 MAR-22•-95 WED 14;a9 CD1 77B6769 P . @3 Port Angeles Police Depattment �. 8erailii� ;Matnriala. 4. Fire -Stopping. Materiste, C, Record drawings including duct systems, routing, fittings details, reinforcing, support, and Installed accessories and devices, in accordance with Division 15 Section "Basic Mechanical Requirements" and Division 1. 1.6` QUALITY ASSURANCE A. NFPA Compliance: Comply with.the following NFPA Standards: 1. NFPA 90A; ''Standard. for the Installation of Air Conditioning and Ventilating Systems;" except as indicated otherwise. 1,7 DELIVERY, STORAGE;, ANI) HANDLING A. Deliver sealant and fire -stopping materials to site In original unopened containers or bundles with labels Informing about 'rnanufacturer, product: noma and doslgnation,. color, expiration period foruse, pot .life, .curing time, and mixing instructions for multi• :ornponent materials, 8. Store and handle aealant fire -stopping materials in complWwu with nraiiurac[urers, recommendations to prevent their deterioration or damage du.e to moisture, high or low temperature's, contaminarils, at, Wiwi. c uumes. C. Deliver and store stainless steel sheets with mill -applied adhesive protective paper, malntainad through fabrication and instaliation. PAK 1' 2 • l KU IJUC TS 2.1 SHEET METAL MATERIALS. A. Sheet Metal, General: Provide sheet metal In thicknesses Indicated, packaged. and marked as specified in ASTM A 700. B. Galvanized Sheet Steel; Lock -forming quality, ASTM A 527, Coating Designation G 90. Provide mill VhnAPhat17Pd finish for exposed surfaces of ducts exposed to view. 2.2 DUCT LINER A. General: Comply with NFPA Standard 90A and TIMA Stwl-.,o AHC-10l. B. Materials; ASTM .0 1071, Type 11, with coated ,,,rfac6 exposed to airstream to prevent erosion of glass fiiuers. 1. Thenaai Purformance: "R-".jue" equal to 7.0 or better, at of mean temperature of 75 dog F. METAL DUCTWOP"% --i ;z 0 cn rrr rn n c© c o M. r z H r-" Fkn, - i -4ri tn ;o r C m . �.Cn z c� --i ,z E o: c, rn :t 15891 - 2 ii MAR-22-95 WED 14:.59 CDT 7768769 P.04 Port Angeles Police Department 2, Fire Hazard CI»55iriCHllu11: Flame spread rating of not t OtO than .25 without evidence. of continued progressive combustion and a smoke developed rating of no higher than 50, when tested In accordance with AS I'M C 411. 3. Liner Adhesive: Comply with NFPA Standard 90A and ASTM C 9.16,. 4. Mechanical Fasteners: Galvanized steel, suitable for adhesive attachment, mechanical attachment, or welding attachment to duct. Provide fastenersthat do not damago the liner when applied as recommended by the manufacturer, that do not cause leakage 16 the duct; and will Indefinitely sustain a 50+pound tensile dead t. load test perpendicular to the duct wall. a.. Fastener Pin Length As required for thickness of insulation, and without. << projecting more than 118 Inch,loto the airstream. b, Adhesive For Attachment of Mechanical .Fasteners: Comply with the "Fire Hazard Classification° of duct liner system. 24 JACKET51] DUCT WRAF' A. Blanket: ASTM C 553, Type 11, Crass F-1, jacketed flexible blankets: 1. Thermal Performance: "R-Value" equal to.1.0. or better;; at: a mean temperature of 75 deg F. 2. Fire Hazard Classification, Flame spread rating of not more than 75 without ovidonce of continued progressive combustion and a smoke developed rdCwu ur nu r higher than ISO, when tested in accordance with ASTM C 411, 3. Adhesive. Produced under the UL Gldssirication and tollowttip service. Non- flammable, solvent -based. Service temperature range of minus 20 to 1$0 deg F. 24 SEALING MATERIALS A. Joint and Seam sealants, General: The term sealant used here is not limited to materials of adhesive .or mastic nature, but also Includes tapes and combinations of open weave. fabric strips and mastics. B. Tape Sealing System: Woven4iber tape impregnated with a gypsum mineral compound and a modified acrylic/silicone activator to react exothermically with the tape to form a hard, durable, airtight seal. C. Joint and Seam Sealant: One -part, nonsag, solve nt•release-caring, polymerized butyl sealant cri mnlying with FS TT S-001651, Type 1; formulated %with a minimum of 75 : percent solids, Di Flanged Joint Mastics: One -part, acid-curirg, silicone elastorneric joint sealants, complying with ASTM C 920, Typo 8, Grodo NS, Cleas 25, Use 0, 2.5 FIRE -STOPPING A. Fire -Resistant Sealant: Provide one -part elastomeric sealant formulated for use in a through-pontaration fire -stop system for filling openings around duct penetrations through walls and floors, having fire-re5lstance ratings indicated as established by testing Identical assemblies per ASTM E 814 by underwriters Laboratory, Inc. or other testing and inspecting agency acceptable to authorities having jurisdiction. METAL D.UCP.NORK 15891 - 3 n - -n. �-+ —1 V1 �- M O c: C7 m o : n o. : m r� -z c rx .-r w _-1 to -c C) 3 —t r7 rn 6­4 ' v n rrn c in M Z) M � c7 rM z a Ln m 0 MAR-22-95 WEb 15:00 CDI Port Angeles Police Department . wi 77667691 P.05 1 a.. Available Products: St6jact to compliance with requirements, products that may be Incorporated In the Work include, but are not limited to; :the following; OPTION: Sealant i. "Dow Corning Fire Stop Sealant", Dow Corning Corp. 2. "3M Fire Barrier Caulk CP-25"; Electrical Products Div,13M. 3:. "RTV 7403"; General Electric Co, 4. "Fvre Putty"; Standwd oil Enoineered Materials Co. I'1 2,5 HANGERS AND SUPPORTS A. Hangers: Galvanized sheet steel, or round, uncoated steel, threaded rod. 1. Hangers installed In Corrosive. Atmospheres; Electro galvanized, alI•ihread rod or hot-dlpped.galvani.ed. rode with thrnudo painted aftor:inatollation. 2. Straps and Rod Sizes: Conform with Table 4-1 in SMACNA HVAC Duct Construction Standards; 1 DEIS Cdition, for shoot steel width and gage. and steel rod diameters. B. Duct Attachments: Sheet metal screws, blind rivets, or self -tapping metal screws; compatible wilit duct materials. t ' 2.7 RECTANGULAR DUCT FADRICATION A.. General. Except as otherwise indicated, fabricate rectangular ducts with galvanized. sheet steel, In accordance with SMACNA "HVAC. Duct Construction Standards," Tables 1-3 through.140, including then' associated details. Conform to the requirements in the referenced standard for metal thickness, reinforcing types. and Intervals, tie rod applications, and joint types and intervals, 1. Fabricate rectangular ducts In lenoths appropriate -to reinforcement and rigidity class required forpressure classification. 2. Provide .materials that are freia from VIMIAI imParMatinns such aR flitting, So= marks; roller marks, stains, and discolorations. B, Static Pressure Classifications, Except where otherwise indicated, construct duct Systorris to thgfollowing pressure classiflcatlonss 1. Supply Duoto: 3 inchos wator gago, 2. Raturn ducts: 2 Inches water gage, negative pressure. 3. Exhaust Ducts: 2 inches water gage, negative pressure. C. Ciussbreaking or Cross Beading: Crossbreak or bead duct sides .that are 10 Inches and . larger and are 20 gage or less, with more than 10 sq. ft. of unbraced panel area, as Indicated In SMACNA "HVAC Duct Construction Standard," Figure 1-4, unless they are lined or are externally Insulated. 248 RECTANGULAR DUCT FITTINGS METAL DUCTWORK 15891 - 4 1 MAR-22--95 WED 15:01 CDI 7788769 P.06 Port Angeles Police Department A. Fisbrivatts elbows, transitions, offsets, branch connections, and Other duct construction In accordance ivrith SMACNA "HVAC Metal Duct Construction Standard," 1985 Edition, Figures 2.1 through 2.11?, 2.9 SHOP APPLICATION OF LINER IN RECTANGULAR DUCTS A. Adhere.a single layer of indicated thickness of duct liner. with 90 percent coverage of adhesive at liner contact surface area. :Multiple layers of insulation to achieve indicated thickness is prohibited. B. Apply a coat of adhesive to liner facinp'In direction of airflow not recelvinc metal nosing,' C. Butt transverse joints without caps and coat joint with adhssivs. D. Fold and .comprARs Einar In rnmArs of eectonbular duets or cut and fit to assure 6UttOd edge overlapping. 9. Longitudinal joints in rectangular ducts shall not occur except at comers of ducts, unless the size of the duct and standard ,liner product dimonslona moko longitudinal joints necessary... T, Apply an adhesive coating on longitudinal seams in ducts exceeding 2,500 FPM air Vatochy., F: Secure hndr vlltir rriuchanlcal faster►ers 4 Inches from corners and or intervals not exceeding 12 Inches transversely around perimeter,' at 3 inches from transverse joints and at Intervals not exceeding 18 Inches longitutilnally. G. Secure transversely oriented liner edges facing Ahe airstream with metal nosings that are either channel or "Z" profile or are integrally formed from the duct wall at the following locations., 1, Fan discharge; 2: Intervals of lined duct preceding unlined duct. 3. Upstreamedges of transverse joints in ducts. 2:10 SOUND DUCT FABRICATION A. CAnAral! Fxaant where interrupted by fittings. provide round and flat Oval ducts In lengths not less than 12 feet, B. Round Ducts: Fabricate round supply ducts with spiral lockseam construction, except whew: diomotcrs exceed 72 inohos. Fobriooto ducts having diameters greater than 72 inches with longitudinal butt -welded seams. Comply .with SMACNA "HVAC Duct. Cgmstructlon Standards," Table 3.2 for galvanized steel gage*. 2.11 ROUND SUPPLY' AND EXHAUST FITTINGS FABRICATION A. 90-Dogree Tees and Laterals and Conical Tees'. Fabricate to. conform to SMACNA HKVAC Duct Construction Standards,' 1985 Edition, Figures 3-4 and 3-b and vothrnetal thicknesses specified for longitudinal seem straight duct. METAL DUCTWORK 16891 - 5 "I r�+ y -n 1-4 rn Ln rn a 4=n m .C. C am —4 M .y c H H 3 --i N o;o m -4 rrn =c M. H. to v C. r~ . n rn C V) s Ln rn a } i HAR--22-95 WED 15:01 CDI Port Angeles Police Department 7788769 P.07 la. Diverging-rtow Fittings: Fabricate with a reduced entrance to branch taps with no: excess material projecting from the body onto branch tap entrance. C. Elbows; Fabricate in die -formed, gored, pleated, or mitered construction. Fabricate the bend radius :of die -formed, gored, and :pleated elbows 1.5 times the elbow diameter. Oniess elbow construction type is indicated, provide elbows meeting the following requirements: 1. Round Elbows. - 8: Inches and Smaller: Die:formed elbows for 45• and 90-degree elbows and pleated elbows for 30, 45; 60, and 90 degrees only, Fabricate nonstandard bend anole configurations or 112-innh-dlamPmnr iR-Cl. !-117- anti 4-119- .Inch! elbows with gored construction. 2. Round Elbows - 9. Through 14 Inrhns, Cored or pleated elbows for 30, 45, 60, and 90 degrees; except where space restrictions requiro a mitered elbow. Fabricate, nonstandard band angla configurations or 112-inch•dia.mster (e.g. 9-112- and 10-V2-lncW elbows with gored construction. 3 Dio-Formed Elbows for Sizes Through 8 Inchos and All Prosautoa: 20 gcgo with 2 piece welded construction. 4. Round Gorod Elbow3 Gages: Name es for nonelbovv fittings specified above. PART 3.- EXECUTION 3,1 DUCT INSTALi..ATION, GENERAL A. Duct System Pressure Class: Construct and Install each duct system for the specific duct pressure ciassification Indicated. B. Install ducts with the fewest possible joints; C, Use fabricatedfittings for all changes in diremilons, changes in. size and ahape, and connections. D, Install couplings tight to duct wall surface with projections into duct at connections .kept to a minimum. E. Lneata ducts, except :as otherwitse Indicated, vertically and horizontally, parallel and perpendicular to building iinas; avoid diagonal runs. Install duct systems In shortest route. thot does not obstruct usoablo spacs or block aocese for servioing building and its equipment. F. Install ducts close, to walls, overhead construction, columns, and other structural and permanent enclosure elements of building. G, pruvlau c:lderanum ur 1 bicit wbeie furility is slwwii fur enclosure or cvriceaimerit of ducts, plus allowance for insulation thickness, if any. H. Inswil insulated ducts with 1-Inch clearance outside of insulation, I. Conceal ducts from view in finished and occupied spaces by locating in mechanical shafts, hollow wall construction, or above suspended cellings. no not encase horizontal runs In solid partitions, except as specifically shown, METAL DUCTWORK 15391 - f -�3 MAi —22-95 WED 15.;02 CDI I Port Angeles Police Department i 77.88769 J. Coordinate layout with suspended ceiling and lighting layouts and similar finished worts. P.08 K', Electrical Eouipment .Spaces: Route ductwork to avoid passing. through transformer vaults. and electrical. equipment spaces and -enclosures. L. Non -Fire -Rated Partition Penetrations: Whore ducts pass Interior partitions and exterlor watts, and are exposed to view, conceal space between Construction opening and duct or duct insulation with sheet metal flanges of some gage as diet, Overlap opening on 4 sides by at least 1-112 inches. 3.2 SEAM AND JOINT SEALING A: G.oneral: Seal duct seams and joints as follows: D.. Pressure Classifications Greater Than 3 Inches Water Gage: All transverse joints, Innoitudinat seams, .and duct: penetrations. .C.. Ptossure Clxsslflcatlon 2 and 3 Inches Water Gage; All trancvarac iointa and longltudinol seams, 1. Pressure Classification Less than 2 Inches WaterGage: Transverse joints .only.. D. Seal externally insulated ducts prior to insulation installation. 3.3 HANGING AND SUPPORTING A. Install:, ripld. round, rectangular, and flat oval metal duct with support systems indicated in SMACNA "HtlAC Duct Construction Standards,' Tablas 4-1 through. 4-3 and Figures 4-1 through 4+ 8. B. Support horizontal ducts within 2 feet of each elbow and within 4 feet of each branch intersection, C; Support Vertical ducts at a maximum interval of 16 feet and at each floor: D. 43pder attachments to structl res shall have an allowable load not exceeding 114 of thn failure (proof test) load but are riot limited to the specific methods indicated. F. Install concrete insert prior to 0mino concrete. F, Install powder actuated concrete fasteners after concrete is placed and completely cured_ 3.4 CONNECTIONS A. EtiVipment.Connections' Connect equiuilielil wild flexible CUMIUMFS in aCcUrdaFICti with Division 15 Section "Duct Accessories." B. Branch Connections: Comply with SMACNA "HVAC Duct Construction Standards," Figures 2.7 and Zw& M. E t AL DUCTWORK 15891 - 7 e PEAR-22-95 WED i5:05 CDI 7798769 Port Angeles Police Department P.(3.9 C. Outlet and Inlet Connections: Comply with SMAf.;NA "HVAC. Duct Construction Standards;" Figures 2=18 through 2-1 B. .3.5 FIELD CUALI I Y CONTROL A. Remake leaking joints as required and apply sealants to achieve specified maximum allowable leakage. it 3.6 FIELD MALITY CONTROL k4. A. Disassemble, reassemble, and. seal segments of the systems as required to accommodate leakage testing. and as required for romplianr;p'With test requirements. B. Condur;t tasty; in the presence of .the Architect -at static pressures equal :to the maximum d6slon pressure of the system or the section being tested. If pressure classifications are not Indicated, test entire system at ;ha maximum oysiom design prceoWro. Do not pressurize syste c above the maximum design operating pressure'. Give 7days' 2dvancod notice for teat091 C, botormino Icakago from entire system or section of th© system by relating leakayr tin Elms surface aroa o4 the test section. D, Maximum Allowable Leakage; As described in ASHRAE 1:989 Handbook, 'Fundamentals" Vulumu, Chapter 32, Table 6 and Figure 10. Comply with requirements for leakage' classification 3 for round and flat. oval ducts, leakage classification 12 for ` rectangular ducts in pressure classifications lessthan and equal to 2 :inches water gage lboth positive and negative pressures), and leakage classification 6 .for .pressure . classifications. greater titan L Inches water gage and less than and equal to 10 inches water gage.. E. Remake leaking Joints as required and apply sealants to achieve specified maximum allowable 16okage, K Leakage Test; Perform volumetric measurements and adjust air systems es described in ASHRAE 1987 "HVAC Systems and Applications" Volume. Chapter 67 and ASHRA13 1989 "Fundamentals` Volume, Chapter 13, and Division 16 Section "TESTING, ADJUSTING. AND BALANCING." 3.7 ADJUSTING. AND CLEANING A. Adjust volume control devices as required by the testing and balancing procedures to aohleve required Air flow. Rafcr to Division 15 Section "T[STING, ADJUSTING, AND BALANCING" for requirements and procedures for adjusting and balancing air systems. a. Vacuum ducts systems prior to final acceptance to remove dust and debris. END OP SECTION 15891 M I_ I AL DUCTWORK 15891 - 8 MRR-22-95 WED 15e03 CDI Part Angeles Police Department 7783.759 P.le SECTION 15781-.PACKAGED HEATING AND COOLING UNITS PART 1 - GENERAL 1.1 F[ELATED DOCUMENTS: A Drawings and general provisions of Contract, including General and Supplementary Conditions. and Division-1 Specification sections, apply to work of this section. 1.2 DESCRIPTION OF -WORK., A; Extent of packaged heating and cooling units work required by this seAon is indicated on .drawings and schedules, :and by requirements of this section. 13: itier.trical Work: ProvIdn the inlinwing wiring as wnrk of 'this cartinn; In arrnrrinnre with requirements of Division 16: 1. Provide control wiring between unit -mounted control panel and thermostats, romota. control panels,and any .other control devico furnich.ed as work of this section. 2. Provido factory.mountod and wired .controls and cloctrioai devices as specified in this section, C. Refer to illvisign•16 sections for other electrical work including motor starters, disconnects, wiresicables, raceways, and utliet reLlulred electrical devices; :iut wuik ul this section. 1.3 QUALITY ASSURANCE:. A. Manutacturer's uuallfications, Firms regularly :engaged in manufacture of packaged heating and cooling units, of types and capacities required, whose products have been in satisfactory use.in similar service for not less than.5. years, B. Codes and Standards: 1.. ARI Compliance: Provide.capecity ratings for.packaged heating and. cooling .units In accordance with ARIStandard 360 "Standard for Commercial and industrial Unitary Air -Conditioning Equipment". 2 ASHRAE Compliancm ConssrUrt rafri4aratlon system of packaged het#ing and cooling. units in accordance with ASHRAE Standard 15 "Safety Code for Mechanical Refrigeration". C. UL Compliance: Provide packaged heating and cooling units which nro Ui..-llstad and labels& 1.4 SUBMITTALS: A. Product Data: Submit manufacturer's technical product data, including rated capacities of selected model clearly indicated, weights, furnislidd sueuliddes anti dccessurles; acid Installation and start-up instructions, PACKAGED HEATING AND COOLING UNITS 15781 - 1 MAR--22-95 WED 15:04 CI)I 7788769 P,11 t Port Angeles Police Department 13.. Maintenance Data: Submit maintenance data and parts list for each.paekaged. heating a,Kl e0011110J wait, cunerut; and acedssury, irticluding "trouble -shooting" maintenance guldo. Include this data and product data in maintenance manual; in accordance with requirements of Divlslon 1. 4.5 DELIWAY, STORAGE..AND HANDLING: A, Handle packaged heating and cooling units and components carefully to prevent damage,. breaking, denting and Scoring, E]o not install: damaged packaged heating, and cooling units or compdrients• replace with new, S.. Store packaged heating and cooling units and components in clean dry. place: Protect from weather, dirt, fumes, water, construction.debris, and physical damage. C. Comply with Manufacturer's rigging and installation instructions for unloading packaged heating and cooling units. and moving units to final location for lnstallation. PARS' 2 - PRODUCTS 4 I 2-1 GENERAL A. Provide cquipmon't that. Is rated and certified with efficiencies in accordance to energy code, 2.2 SPLIT AIR CONDITIONING SYSTEMS A, Condensing UnitslHeat Primp: Air-cooled, UtL listed, certified and rated in accordance with ARI Standard 210/240, 340 and 270; with direct delve condenser fan motor, refrigerant R-22, hermetically sealed compressor with Internal spring vibration isolators, and five (5) year extended warranty, parts and labor, safety and operating controls, low ambient cooling to 30 IF, switchover valve high- and low-pressure cutouts, crankcase heater, Inherent overload protection for compressor and condenser fan motor. Condanser coil shall be copper cr aluminum tubes with Aluminurrl fins, rated and pressure tested in excess of, Maximum operating temperature, Unit casing shall be zinc or galvanized steel with baked enamel steel suitable for exterior application. Condensing unit capacity shall match fan ca A unit capacity at rated conditions. Mount por manufacturer recommendation for high snow load area as noted on plans. B. Indoor .fan coil units shall be UL listed factory .assembled units including .coil, condensate drip pan, fan, rnotar, filtAru, auxiliary AlArtrir resistance heater, Controls in an Insulated casirig, and single paint power connection. Coil shall have aluminum fins mechanically bonded to copper tubes. C. Provide refrigamrit piping and all acccssorics ncococary for a complete refrigeration system between the cooling coils and condensers, sized as recommended by manufacturer. Include all suotion lino accumulators, falter -dryers, flair We, oil. sight glass, shut-off valves, hot gas bypass systems and traps necessary for efficient aporation. PACKAOLD i IEATING AND COOLING UNITS 15781 - 2 a rn co rn o O ,3 m x —t 6-4 rn c; Cn i o rn c cn rn zn 7 r-- rn a r h. E MAR-22--V5 WED 15:04 GDI Port Angeles Police Department 7799769 P.12 2.3 ELECTRONIC AlFt CLEANER A. CabinUt birall UU t:ertbtluutUd ur 10 dauda rrretdl with bill t;trsrnU1 Rtrint frrdsth Uult to Include electronic power pack, twin collector calls, and aluminum mesh. pre -filters. EAC filter to be fully assembled for diet Installation.. Collector call plates shall be of heavy gauge wide plate construction with cantilevered Ionizer wires. Insulators to be of glazed ceramic material. Solid metal conductors shall be used to transfer high voltages to collector cells. power pack to be provided with solid-state high voltage components, with on/off switch and operation test llbht. Unit to be capable of operating with 208 volt. single phase power, Unit to Include salt switch for interlocked operation with AHU fen, Unit shall be UL and CSA listed: With an operating temperature range of 40 125 deg, F. unit shall be sized for an air pressure drop no greater that .075 Inches, 2.,4 TEMPERATURE CONTROL Provide 2 Model MST Temp System Time Clock Thermostat{si with Carrier communication capability AND WITH Electronic Time. Clock. A. SET POINTS. The Thermostat shall have separate heating and cooling set points. Both the heating and roolin,l fief pnlnfs shall have a impr-adjunrahia r.nmfnrt ranUA hafwAsn 98 and SO F. When the heating sat point is adjusted one F less than 66 F, a setback. set point: shall .he displayed. When the cooling set point is adjusted one F above 80 F, a set-. up set point shall be displayed. HaatinelCooling deadband to be 5 F. The setback set point shall be field adjustable between 60 and 65 F, and the set-up point shall bo field adluotablo botwce.n 81 and D6. F. The3e set points shall be malnteined during automatic setback periods. $. ROOM TEMPERATURE SENSING. The *rernp System Thermostat shbl! be equipped 'with an on -board roorn temperature sensor; lwwsver, the temperature serisur only W rerrrutely located from the thermostatprinted-circuit board if noted on the attached pulls, Remote Room Temperature sensor shall be Carrier Model RRS. C. DIGITAL DISPLAY. The Thermostat shall be equipped with a digital display capable of displaying: SET POINT. Both a heating set point and cooling set point shall be displayed. MODE. Tt1e system mode shall be displayed - HEAT when the system operates in the heating mode, COOL when the system operates in the cooling mode. TIME OF DAY. When the system is equipped with the CarrieriParker Electronic Time Clock the Thermostat shall be capable of displayino hour, minute and AM or PM. SETBACK. When the Temp System Thermostat operates In the sathack mods, the word SETBACK shall be displayed. The Thermostat shall display the field adjustable ON/OFF setback times for each of 2 time periods. ROOM TEMPERATURE. The Tamp Syotom Thermostat shall be capableof displaying room temperature to the dearest 0.1 F in the range of .30 and ISO F PACKAGED H ATING AND COOLING UNITS 15781 - 3 rn e c vi c7 m -�•r e o� --t rn cn 0 rn o I— n V) nc to z c-+ —t r m b. 0 M rJ1 1 MAR-22--95 WED 15:05 CDI Fort Angeles. Police Department 7798769 P . is SUPPLY AiR TCMrJ:RATUiJr_, The 'camp System Thermostat shall be capable or displaying supply air temperature with interfaced to a Carrier/Packer Model RIGS Remote Duct Temperature Sensor. Supply air temperature shall be misplayed to the imaiest 0.1 F In the range :of 3.0 and 180 F, D. OUTDOOR AIR TEMPERATURi^. When the system Is equipped with the Carrier Model OAS electronic Outdoor Air Temperature Sensor, the lamp System Thermostat shall be capable of displaying outside air temperature between G and 100 F. TEMPERATURE SCALP, The Temp System 'thermostat shall be field adjustable to display temperatures in Celsius or Fahrenheit. Communication. The Temp System Thormostat shall Interface to a 3-wire Communication Bus (Models MSO4 and MST04 only), and shill be capable of interface to a, common communice6on bus With other Tamp System Thermostats, Monitor -Scats, Slave-Stats and Bypass Controllers.. Auto/Manual Plating and Coolino Changeovar. the Temp System Thermostat shall be field adjustable for automatic changeover of manual changeover between .modes. Fan Operation. The Tamp System Thermostat shall be field adjustable for either continuous fan operation or fan operation that is intermittent only with a heating or cooling cycle. Fan operation shall always be Intermittent during setback periods. Control of H/C Unit. The. Tamp Systems Thermostat shall interface to the H/C unit through the dry ronteats of a Carrier Model TSn-1 Belay -Pack: The Thermostat shall be capable of controli„ip up to 2 stages cooling, 2 sages heating, fan and reversing valve, The dry contacts of the Relay-Packad shall. be rated for 1 amp at 24 vac. Time Guard. The Temp System Thermostat shall maintain a ta-minute Time Guard for each of 2 stages of heat and 2 stages of cooiino, The Ine Uuard shall delay the state from being eneroixed for 5 minutes upon initial power -up and at the completion of each heating or cooling cycle, System Sat Point Lack, The Temp System Thermostat shall have field -adjustable electronic locking set points. Electronic Time Clock. When equipped with the Electronic Time Clock, the Temp System Thermostat shall broadcast the time -of -day to all other Carrier/Parker controls interfaced. to the 3-wire Communication Bus, Time shall be maintained as hour, AM or Phi' and dav-rf.wp_Pk. Automatic Setback, When the system is equipped with the Carrier Fiectronic Tire Clock. The Temp System Thermostat shall be capable of up to 2 setback times. for each 2 periods of days. The 2 perlQds of days shall cumulatively actual a 7-day weak: ON/OFF TIMES. The Thermostat shall havo up to 2 flolds-odjur,toblo ONiOFF timoo which are programmed on the comfort set paints, during OFF times the Monitor -Star shall oporato using setback aot points. PACKAGED HCATING AND COOLING UNITS 1 d/81 - 4 J :-. -I L,#7s m c© rq n o rn � A —r -a rn o� -� rn rn Ln i 0 C r- n. m �Ln vi z c� --r r r„ p _ 2 C) rn a r'' mAR-22^98 WED 15:96 CDI 776e769 P.14 Port Angeles Police [department During an OFF time the Thermostat shall display the ward SETBACK. FAN OPERATION. it the Tttertnustat la sat to Operate the fdn continuously, the fan shall switch to intermittent operation during setback, and only operate during a heating or cooling cycle, ELECTROMECHANICAL TIME CLOCK.INTFRFACE When the system is net equipped with the . Uarrier Electronic. Time Clock, the Temp System Thermostat shall be capable of interfacing to an isolated set of the dry contacts r of an electromechanical time clock. When the contacts, are open, the Thermostat shall Operate using. setback sat points and display the. work SETBACK. If the Thermostat Is set to operate the. fan continuously, the. fan shelf switch to Intermittent operation during setback and energize only during a heating or cooling cycle. When the contacts are closed, the Thermostat Shall operate using comfort set points. F. SETBACK OVERRIDE TI.MER, The'Temp System Thermostat shall be capable of interface to an isolated set of dry contacts of an override timer: When the contacts are .closed, and the. Thermostat Is In setback, the Thermostat shall switch from setback. set points to comfort sot points. I G. HEAP PUMP SYSTEM SETBACK OVERRIDE. When interfaced to the Carrier/Parker electronic Outdoor Air Temperature Sensor, the Tamp System Thermostat shall be fiatd adjustable to skip setback when outside sir, tamperawfe is 3.0 r or lower. II. M.tMOtiY. During a power failure all programmable Information {except time -of -day) shall be.. maintained by the Tamp System Thermostat indefinitely and shall rtat require the use of battery back -urn. I� During a power failure, time -of -day shall: be maintained for a minimum of 8 hours and shall not require the. use of. battery back-up. PART 3 - EXECUTION 3.1 INSPECTION: A. General: Examine areas and conditions under which packaged heating and cooling units are to be installed. Do not proceed with work until unsatisfactory conditions have been corrected in manner acceptable to Installer.. 3.2 INSTALLATION OF PACKAGER HEATING AND COnI IN(; HNITS- A; General! Install packaged heating and cooling units in accordance with manufacturer's Installation Instructions. Install units plumb and level, firmly anchored in locations indicatod, and maintain manufacrturer'e rscornrnandod cloarancoo. B. Support: Install unito an 4" high concrete pad, 4" larger an each side than equipment base, Cast anchor bolt Inserts into pad. PACKAGED HEATING AND COOLING UNITS l b/81 - 5 a h .11 MAR-22-95 WED 15:07 CDI Port Angeles.Police Department 7798769 C. Electrical Wiring: Install electrical devices furnished by manufacturer but not sPecifled to be factory -mounted. Furnish copy of .manufacturer's wiring diagram submittal to ; electrical installer. 1. Verify that electrical wiring installation is in accordance with manufacturer's submittal and installation ,requirements of Division-18 sections. Do not proceed with. equipment start-up until wiring installation is acceptable to .equipment Installer. D, Ductwork: Refer to t)jvIslcn-l5 section "Ductwork". Connect supply and return ducts to H unit with flexible duct connections. Provide tran3ltions to exactly match unit duct m connection size. .. , 1. Conner-t outside "sir duct to unit with flexible connection, provide manual damper, quadrant anti Innk. 2. Connect supply and exhaust ducts to unit with. flexible connections. "' rn E, Drain. Piping: Connect unit drain to nearest :indirect waste. connection. Provide trap as `'' CD .drain pan, construct at least f " droper than fan pressura In inohoo of wator: o m 3.3 FIELD QUALITY CONTROL : rn c z A, General. start-up packaged heating and cooling units; in accordance with manufacturer's star[ up rslrucliGns. Test cuntruis and dernowiirate ,compliance with. requirement-. Replace damaged or malfunctioning controls and equipment. o p m END OF SEC'CIQN 15/81 z rn CA 1. 0 Q. r . . M rn (n .. m z c� r{m p z. z 0 c-a PACKAGED HFATING AND COOLING MIS 15781 - o n 1994 Washington State Nonresidential Energy Code Compliance Form - Electronic Beta Version '?44Vi3sn!netcrtStalaNenresecenvatEnarpyCc:e.Ccm0116neaFcrms -wv 1594 ] Project Into . Proiect'Addrewk C-r_ OF PORT A. -;GE POLICE r:EPT .�PITIOi7 Date =J28/95 21 E. FZME For Building Department Use FORT ANGELES, WA 52362 Applicant.Name: ST£VE ILK POLICE L'EPT AppltcantAddress 121 £ STa Applicant Phone: 457-0411 EX 128 IsrQiCCt DescriptionNew Building + Addition ❑ Alteration ] Change of Use Compliance Option �B Prescriptive Q Comoonent Performance Z ENVSTD ❑ Systems 4 (See Decision Flowchart (over) for qualifications) Analysis A'. Space Heat Type Electric Resistance iP All other (see over for. definitions) Total Glazing Area Glazing Area Calculation (rough opening) Gross Exterior Note: Below grade walls may' 2 Included in the. (vertical & overhd) divided by. Wall Area times 100 equals % Glazing Gross Extedor WallArea li they are.asutated to the level required for opaque walls. 14e.s 11s7,6 X 100 = 12.9% ConcreteMasonry Option l] Check here if using this option and if project meats all requiremems forthe ConcretelMesonry Option: See Decision Flowchart (over) for qualificetions. Enter requirements for each qualifying assembly in the table W.., Envelope Requirements (enter values as applicable) Fully heafed(cooled space Minlmunt,lnsulatlbn R-values Roofs Over Attic R-3o/R-36 ga=egu Mother Roofs Opaque Walls t;-i1 / n-1s Below Grade Walls Floors Over Unconditioned Space Slabs -on -Grade R-ia t R-ia Radiant Floors Maximum U-factors Opaque Doors u-.sa Vertical Glazing tr-.so ! tr..aa Overhead Glazing a-i.as ! NIA Maximum SHGC (or SC) VerttcallOverhead.Glazing 1.00 Semi -heated space' Minimum Insulation R.-values Roofs Over Semi -Heated Space'. 'Refer to Section 1310 for qualifications and requirements Notes: Opaque ConcretclMasonry Wall Requirements Insulation on interior -maximum 1-1-factor is 0,:19 Insulation on exterior or integral . maximum .t!-factor is 0.25 If project qualifies for Concretawasonry Option, list walls with HG e- 9.0 Btulftl-*F below (other walls must meet Opaque Wall requirements), Use descriptions and values from Table 20.5b In the .Code, Wall Nscrlpticn U-factor (Including insulation R-Value & position) To the best of my ktzowlcdge and ability,, these plans show compliance with the requirements of the 1994 -%VSEC as initialed below: 11%9!:- 8- Envelope Mechanical Lighting 49,1. ,41AMrJ�74 170594023 1—.q,14' o' r� n - rTr P 7 1994 Washington State Nonresidential *94 Washmgtan State Honresbenhal Energy cone-Compuanca Forms Code Compliance Form -. Electronic Beta Version Decision Flowchart Use this flowchart. to determtne if project qualifies for the optional Prescriptive Option, for Prescriptive Option If not, either the Component Performance. or Systems Analysis: Options must be used. 1302 Space Heat Type; Fv on rwrdase; of daiarmsimd tmldma-erivelece Electric Resistance: Scats heating systems wtucrt use eiactr;c resistance -eaulrements. lh© ierowutg two caiagorms comprise all space heat:nq types- arements as ins Dwary nsalog systemmciudmg paset:oaro. radiant and Olhan AII other space neapng systems tncti3a,ng.gas,saha rues: oil. and Start forced air unas wnereShq total elecutc resistance neat oapauty exceads 10 propane space neaung systems and thase, Systems ➢stall mine e.cept;on to Wrft= pf the gross ocnd;uonsd floor area Exception: Heat pumps one 8?actrsa resistarice, ;tenoned at rigtal Y terminal olecirtcreststance heating in yauaols art vowme atsuibutton Systems. ElertriC. Resistancew—_.._....-. —� - -- no'-,, Heat? , yes All /Masonry. Masonry.. ,' All walls R-11 k cWall Criteria OJ47 - Wall Criteria OVA---e' walls R-19`y insulatioo no (below)/ yes yeses (below), no1,insulat[o ye`s/ nor` �Tia "Yes Glazin o Tip �o.fazin Glazino �lazin ng? yes'+'' yes. yesY: .'yeS Y_ All Insulation Installed? Y All Insulation installed? _ Y All Insulation Installed? At[ insulation installed? paque Walls -1 T opaque Walls -11 Opaque Wags -19 paque Walls Ft - Below grade walls ext) R-10 . Masonry walls.. Int) U-0119 Masonry walls ( nt) UaOA B Below grade walls ext)' R. �othr) Below grade walls (athr) R-11 Masonry wails other) U-0.25 Masonry walls.{other) U-0.25 f Below grade walls R- Roofs over attics R-30 1. Below grade walls (ext) R-10 Below grade.wal[s.(ext) RAO I Roofs over attics R All other roofs R-21 : Below grade walls (othr) R-11 Below grade walls (othr) R 19 .. 'All other roofs R Floors over uncond:sp.. R-19 Roofs over attics R-30 Roofs over attics R 38 Floors over uncond. R- Slabs-on-grade R-10 All.other roofs R-21 All Other roofs R-30 : Slabs -on -grade R- Radiant Roots R-10 Floors over uncond.sp. R-19 Floors over uncond. R-3O. Radiantftoors R Opaque doors U-0.60 Slabs-dn-grade, R-10 Slabs -on -grade R-10 . Opaque doors U;O' Radiant floors R-10 Radiant floors R-10 _ _ TGlazing Criteria Met7! Opaque doors U-0.50 Opaque doors U-0.60 Glazing Criteria Met?t G aziCgg Vert, oil M Glazing criteria Met? g Glazing Crteria Met? 9- "_ G1azm fen-�A— V. °% U U SHGC 00.15°% 0.90 1,45 1;00 G arzing Ven—bA_.' G aztneR: OR LL °1 SHGC Area U U SH '00-20% 0,40 0,80 '1'. 15.20°% 0.75 1,40 1100 Area U U SHGC Area U U 20-30°% 0.60 1.30 0.65 00.15e% 0,90 1,45 1.00 00-20% 0.40 0,80 1,00 yes no 30.40°% 0.50. 1.25 OAS 15.20°%. 0.75 1.,40 1.00 _ 20-30% 0.60 '11.30' 0.65 yes no. no yes 30.40°% 0,50 1.25 0.45 no yes. Y Prescriptive Y Path Allowe -,,-Component Performan er y Systems Analysis Req T. ConeretelMasonry.:Option"' Wall Heat Capacity (HC) *If the area weighted heat capacity (Hot of the total above Assembly Description Assy.Tag Hc" Area (SO HC x Area grade wall is a ..• MIniimurn of 9.0. theConcrete a' :w - ", -. �` Masonry Option I: 1 I may be used: 'Tor framed walls,.assume -r r... 7,- { HC-1.0 unless calculations are provided., for all other walls, use Section 2009. ... ' N") TatalS -- WefglatllC 'divid& total of (HC —�� x area) by Total Area #ozv/ot y < <i�ySrea f k 116 lace 1A10 h,r,n ef�re M , r ..i n_ M � 1994Wasnu�gton Siata Energy Coca Cemo�anea FOrrsl: :ect Address C7CY oP PORT ANGELS$ POLICE DEPT ADDITION Date 2/26/95 The following information is necessary to check a building permit application for compliance with the. building envelope requirements in the Washington State Nonresidential Energy Code, Applicability Code Location Building Department (show with X) Section Component Information Required on Plans Notes GENERAL REQUIREMENTS (Sections 13.01-1314) Llui Cope Un—conaitioned spaces ! en ! to on p ans a Howse Space neat type yea ectnc resistance. A -a 11n Garage only N/A 70ther. indicate onplans ihat e ec nc resistance heat is not ai owe N/A 131U,Zemi- ea a spaces emi• ease -spaces identitied on plans it allowed. nsu a ion OEL4ce / Garage yes 1311,1 Insul. installation indicate densities and clearances A-v you Rootcep ing insu ,Indicate -va ue on rod sections or a ics an o er roo s; Indicate clearances for attic insulation; A-� R-30 I R-3e - Indicate baffles If eave vents installed; 1 Indicate face stapling of faced batts yes Vra in5u a Ion I n ira e. -va ue On wall sections, A-7 R-19/ R-19 Indicate face stapling of faced bans;. Indicate above grade exterior insulation is protected; Indicate loose -fill core insulation for masonry walls as necess; Indicate heat capacity of masonry walls if masonry option is used or if credit taken in ENVSTD; yea oor insulation Inatcata. -Va ue on. oar se ions; Indicate substantial contact with surface; Indicate supports not more than 24" o.c.; Indicale.that insulation does not block airflow through foundation vents Y 1311..5 blab-ongrade flooF Inaicate -value on wall section ortounclationdetail; A-3 R-10 / R-10 Indicate stab Insulation extends down vertically 24" from top; Indicate above grade exterior insulation is protected N/A.' aGiant1loor InOicate -va ue on wall section or tounclation.detail: Indicate. slab insulation extends down vertically 36" from the top; Indicate above.grade exterior insulation is protected; Indicate, insulation also under entire slab where req'd. by Official rave a ca cu a ion o g azmg area(including a ve ica A-11 yes azrng an oors CLASS 40, / NA vertical and overhead) as percent of gross wall area Indicate glazing and door • ac ors Onglazing and oor A-11 yes 1312.1 U-1actors CLASS 60 schedule (provide area -weighted calculations as necessary); Indicate if values are NFRC or default, if values are default. then specify frame type, glazing layers. gapwidlh, low-e coatings, gas fillings you IJ1z"! 01-11JU & 6(; Indicate glazing soar heat gain coefficient or.shading A-11 1 / 1 coefficient an glazing schedule (provide area -weighted calculations as necessary) Moisture control yee VFPor retarders Tridicate.vapor re ar efs.on warm side A-11 you —7T= riooticeiling vap.re , n ica a vapor re ar er on root section: A-11 Indicate vap, retard. with sealed seams for non -wood struc.: Yea a vapor re a er I n ica e.vapor retarder on wail section A-11 yen oor vapor retarder indicate vapor retarder on floor section A-11 yes 1313,b Grawl.space vap, re , n ica a six mil a polyethylene over appe on group A-il 1314 ir leakage yes 1314.1 enva , sea ing n ica a sealing, caulking, gas a ing, and wea ers ripping A-11 yea 1314.2 JtJldg. Glazingldoorseatiing Indtcateweatherstripping N/A IJ14.J JASSeMD. as ducts I indicate seating, c,.o:.-ing and gas a ing PRESCRIPTIVEICOMPONENT PERFORMANCE (Sections 1320-23 or 1330-34) No envelope bUM. PorM uompleteB and a ac e . Provide component performance worksheet if necessary Provide ENVSTD screen 1 output if necessary tr riu izp uiit;rqu wi 4ity qucauuu, N5ur1uc UAIJIMI4uu11: CD i-t cn rji N rrn �© rri CD c� G n w c `rf 0.7D � a —1 i3 s vi CD rr G ILA 3 Ln �n —i n p z --t x f-+ Cn Q C7 rn hW Envelope - General Requirements 1311 Insulation 1311.1 installation Requirements: All insulation materials Shall be installed acmrding to the manufaciurees instructions to aC L e proper den irves, rrantain clearances. and rrentan uniform R•ualues, To the rriammumextent possible insulation shall extend over thefull component area to theintwbed R-valm 1311.2 RooflCeiling Insulation; Opgn-b1mnorpoured loose fill insulation may used in attic spaces vAwe the slope of the caling is not more than 3112 and there is at least thirty iro*o-- of dew distance from thelop of the bottom chord of the truss or ceiling joist to the underside of the sheathing at ft roof ridgy When evemarts are installed.. baffling of thevent cpernirxls shall t:e provided so as to deflect the incoming air above the surface of the Insulation. Where lighting fixtures are messed into a suspended or exprrei grid ceiling, the nioflceiling assert# shall be insulated in a location other than directly on the suspended ceiling.. Fxceoi n: Type 1C rated recessed fighting fixtures. Where inspalled in wood framing, faced bait insulation shall be face stapled. 1311.3 Wall Insulation: Exleriorwal cavities isolated during framing shall be fully insulated to the levels tf.the surrounding %%dls.'.Mnen installed in wood framing, faced bast Insulation shall be face stW.ed. Above grade exterior insulation shall be protected. 1311.4 Floor Insulation: Floor insulation shall be installed in a pem»nt manner in substantial cartact with the surface being insulated. Insulation supports shall be installed so spacing is not mare than twenty- four Inches an center. Installed insulation shall not block the arrfiav through foundation weds. 1311.6 Slab-On-Gr cle floor. Slaboi-grade Insulation Installed inside the foundation wall shall e+dend dam va d frcmthe top of the slab a rinirruni distanced lwenCy-= inches or to thetop of the fooling, whioinever is less, Insulation installed outside the foundation shall extend domwar'd a minimum of twenty-four inches or to the frostline, whioiter is greater. Above grade insulation shall be protected. Exception: For mo ndithic slabs, the insulation shall extend do marl from the top of the slab to the bottom of the footing. 1311.6 Radiant Floors (on or below grade): Slab -a gradeinsulation shall.etend da wvaid from the top of the slap a mnimurn distance of thirty-six indies or damwrard to the top of the footing and horizontal for an aggregated not less than thirty-six indies. if Mquired by Ithe building offidal "mere soil conditions warrant such insulation, the entiie.area of a radiant Floor shall be thermally isolated from the sal: Whem awl gas cordroi system.is provided below the radiant floor, which results in increased convective flax belvnr the radiant floor, the radiant floor shall be thermally isolated from the sub -floor gravel layer. 1312 Glazing and Doors 131 Z1 Standard Procedure fox' Determination of Glazing and boar tractors: U-factors fox- glazing and doors shall be detw fined, certifiecl. and labded in accordance with Standard RS31 by a catfied independent agency licensed by the National Fenestration Rating Council (NFRC). Carpliiance shall be based on Model Size AA or BB, Product sarrples used for U-fadordeterminations shall be production lira units or represenLthee d units as purchased by the consumer or mrtra or. Unlabded glazing and doors shall be assigned the default U-factor in Secton 2006, 131Z.2 Solar Float Gain Coefficlent and Shading Coefficient: Star Heat Gan Coefficient (SHGCI, shall be detemined, cenified and labeled in accordance with the National Fenestration Rating Council (NFRC) Standard by a certif:ed, indepe ndoxnt ages y, licensed by the NFRC, Exception: Shading ccef dents (SC) shalt be an acceptable aternate for cannpliance wiih star heat gain coefficient requirements. Shading cteifficientsfor glazing .shall betaken from Chapter 27 of Standard RS-27 or frorn the manufacturers test data 1313 Moisture. Control 1313.1 Vapor Retarders:: Vapor retarders shall be installed cin thewarm side (in whiter) of insulation as required by this section. Exception: Vapor retarder installed with not more than Ira of the. nominal R-value between d.and the conddianed sp3m 1313.2 Roof/Ceiling Assemblles: Rooflceiling asserrbliess Wwetha ventilation space above the insulation is less than an average of twelve inches shall be provided with a vapor r r. Ro:floeiling assemblies without a vented airspace, Mere neither ftte roof deck nor the roof structure are made of vmd, shall provide a cwUnucus vapor MLTder with taped sears. Exception: Vapor retarders need not be prmidedv here all of the insulation is installed beh& en the rod mastxane and the structural roof deck 1313.3 Walls: Walls:separAng conditioned space from unconditioned space shall be provided with a vapor roarder. 1313.4 Floors: Floors separating condiGahed space from unconditioned space shall be provided with a vapor retarder. 1313.5 Crawl Spaces: A ground cover of six mil (D:005 inch thick) black pdy thytene or approved equal snail be laid Doer the ground vMn craM spaces. The ground cover shall be overlapped t mAe inches rrininxmn at the joints and shall extend to the foundation vvall, Exception: The ground cover may be emitted in .cra%q spaces if the crawl apace has a concrete slab floor wth a n'inirrum thiduiess of' hree and one-half inches. 1314 Air Leakage 1314.1 Building Envelope: The requirements of tnis _Wionshall apply to building elements separmino} conditioned from unconditioned spaces.. 8denorlants around Wndvns and door fro; es, openings bet'aeen walls and foundation, between mdls. and roof ad will panels; gmings at penetrations of utility sesvicews through wells, floors, and roofs; and all other openings in the building envelope shall beseded, ca'ilked, gasWed, or v eatinerstripped to lint air leakage. 1314.2.Giazing and Doors: Doors and operableglanng sefiarating conditioned from unconditioned space shall be weatherstripd- Fixed Wndom shall be fight fitting with glass retained by stops with VdBnt or caulking all around. Exception: Openings that are required to be fire resistant, 1314.3 Building Assemblies Used as Ducts or Plenums: Bul dlrng assserblies usel as.duds or plenuris shall be sealed, caulked, and gaskefed to limit air leakage. ,.y W v' r=rh C Q m CD —IM x � m x -1 r =� -1 un •Ti o ;a x ran W N CD r— c in M rn ^1m a r 1994.Washington State Nonresidential Enerqv Code Comioliance Form- EEectronic Beta Version • +994Nlashingwn 5iaie Nomesimemal Energy Coax Comahn= Forma - .iwy, 199a' Project Info Project Address CITY OF PORT ANGELES POLICE DEPT ADDITION Date 2/.2s/95 :zz a. :IFTri For Building Department Use PORT A'MELES.- WA 96362 Applicant Name: STEVE ILtC POLICE 33EPT Applicant Address: 321 E 57a Applicant Phone: 457-0411 EX 139 Project Description New Building ElAddition 0 Alteration r,' © Prescriptive Ex Lighting Power.Ailowance 0 Systems Analysis Compliance Option (See aualification Checklist (ove!)..indieate Prescriptive & LPA spaces clearly an plans.) i i r r Imteration F xceptioriS ©Nd changes are being made to Maximum.Allowed.Lighting Wattage (Interior) (check appropriate box) the lighting ©Less. than 60'/o of the fixtures are new,. and Installed lighting wattage is not being_ increased Location Allowed (floor/room no.) Occupancy Description Watts per f? " Area in 1t2 Allowed x Area offices 1.2 120D.0 1440 Diapatchcanter 1-.2 150.0 16O caraga - iaVastigatioa Area 1..2 364.0 460.8 From Table 15-1 (over)- document all exceptions taRen from footnotes Total Allowed Watts 2oso.a I� Proposed Liehtinsx Wattage (Interior) (May not exceed Total Allowed Watts for Interior) �4 (tloarlroom no.) From Table 15-1 (over)- document all exceptions taRen from footnotes Total Allowed Watts 2oso.a I� Proposed Liehtinsx Wattage (Interior) (May not exceed Total Allowed Watts for Interior) �4 (tloarlroom no.) Fixture Description Number of Fixtures Waits! Fixture. Watts Proposed Offices -(2) F023T6 Flxturop 2.3.0 60.0 700 Dlspatgeh Canter (2) F023T6 Fixtures 2:0 60-..0 126 Garage f2►_F023T6 Fixtures 6'.0 60.0 - 350 Oiiica (2). F023T8 Fixtures 2.0 60.0 170 i war r"ruposep Vva[[s may nut excegg r Dear xnowea vraus nor mienor +u+e+ —uyuaou vvnun� a3s0� Mavirn,lsm A4lntvprl T.isrhtinu WaEtzor fti'.xferim•T Location Desorption Allowed Wafts- per ft` or per If Area in n2 (or if for perimeter) Allovied Watts x ftz (or z lf} Covered.Parking 0.2 Wlft2 Open Parking 0.2 Wlftz Outdoor Areas 0.2 wt{� Bldg. (by facade) 0:25 WIft2 Bldg. (by penm) 7,5 Wllf 144. a zoea IVwe; ror DDIIGIng exterior, CnDO6eelmer Sae raCaDe area Or inB: perimeter m8[nOG. DD[ TICE DDlnr + umr nnurrcu v.veua I 1a601 Prnnnci-ri i.iir{rtner.Wattage .iT.xEerinrl (May not exceed Total Allowed Watts for Exterior). Number of Location Fixture Description Fixtures Watts! Fixture Wafts Proposed Soffit Twin Roeeaeud 13 watt C£L 6.0 30.0 240 Tu z 0 + us.s r,, 0 ca r*r [a s O . 2 —I M. H C. b —d r= ' oM � —t m x C7 o r C7 rTl C Vl. � to r'+7 m b s >3 z: x . LrS z 0 r �-i 1994 WashipgIgn Sae e We i I E erad G) m-I' . ian ce Form - Electr &AYMMMIMEM '" a 9" NSIR EM9y C0126 Comphance Fams Projert Address C . ITY OF PORT ANGELES POLICE D71" ADDITION Date 2128/95 . The. following information is necessary to check a lighting permit application for compliance with the lighting requirements in the 1994 Washington State Nonresidential Energy'Code, Applicability Code show with XX I Section lComparient I Iafbrmat,'oj% Required Location on Plans Building Department Notes LIGHTING.L;UN-1 KULU (beetton 151;j) YES 1413.1 Localcontrotiaccess bchedule with rype, indicate locations Shoat A13 YES -75= Area controls IM-MG-M-1-MiTiper SWItCh Shoat A13 TTT.7— Uayjlght zone control 15chedule with ty a and features, indice fe- locations YES ve icet glazing Indicateve ice glazing on. plans Sheet A13 YES overhead glazing indicate overhead glazuig on plans Shoat A13 N/A 1513,4 u1splaylexITIFfspecie I ndicate separate controls 1151115 Extenor shut-ott Schedule With type an features, indicate location (a) timer w/bacKup M-aicate locaflon YES TffFphOace lI. Indicate location Shast A13 Inter, auto sOu"tt l.ndice te location N/A =aoccup. sensors bchedUle.WltI`l.typ8 H/A' -TUT737- T57auto..switEFes---. ulo,wipa and teatures tBaCK-up, override Cape I I -one on plans LIGH-nUMMMM'(8 cjIonsj32U-;ZZ.or. 1wU-jZ) yen jUgMinq.1jum. an luompletecl an atta=M. ScRedule witH fixture types. lamps. Ballasts. watts per fixture ELFECTRIG I 10-1 UKS ibection 1511) N/A I I Eled motor atticlency IMEW-MU I or Fquipment.bonedule wilth hp, rpm, aniciancy i Lighting- General Requirements 1513 Lighting Controls 1513.1 Local Control andAccassibillty: Each span.; enclosed bywalls or ceiling•height partitions, shall be provided with lighting controls located within that space. The lighting controls, whether one or more. shall be capable of turning off 'all lights within the space. The controls shall be readily accessible, at the point of entrylexit, to personnel occupying or .using the space, Exceptions: The follauing lighting controls may be centralized in remote locations: 1, Lighting controls for spaces wench must be used as'a whole. 2. Automatic controls. 3. Controls requiring trained oPeratons. 4. Controls for safety hazards and security. 1513.2 Area Cpntrolw The maximum lighting pow that may be controlled from a single switch or automatic control shall not exceed that which is provided by a twenty arrrpere circuit loaded to not more than eighty percent. A master control.msay be installed provided the individual switches fetaintheir capability to function independently: Circuit breakers may not be used as the sole:means of switching. Exceptions: . 1. Industrial or manufacturing process areas, as may be required for production. 2.. Areas less than five percent of the huil&ng footprint for footprints over 100,000 W.. 1513.3 Daylight Zone Control: All daytighted zones, as defined in Chapter 12, both under overhead glazing and adjacent to vertical glazing, shall.be provided witOndividual controls, or daylight- or occupant -sensing autorpatic:controls,.which control the lights independent of gerferal.area lighting. 1513.4 Display, Exhibition, and Specialty Lighting Controls:.All display, exhibition, or specialty lighting shall be controlled independently of general area lighting, 1513.5 Automatic Shut -of Controls, Exterior: Bderior lighting not intended for 24-hour continuous use shall be automatically switched by timer. photocell, or a combination of timer and photocell. Automatic time switches shall aso have program back-up capabilities, which prevent the loss.of program and time settings for at least 10 hours. if power is interrupted. 1513.6 Automatic Shut-off, Controls, Interior: Office buildings greater than 25.000 fe and all school classroortis shall be.equipped with separate aulariatic controls to shut off1he lighting during unoccupied hours, Automatic controls may be an occupancy sensor, time switch, or other - device capable of automatically shutting off lighting. Exceptions: 1. Areas that rtu:st bacentinuously illuminated, cr illuminated in a manner requiring manual operation of the lighting. 2. Emergency lighting systems.. 3.. Switching for Industrial or manufacturing process facilities as maybe required for production, 1611.6.1 Occupancy Sensors:Occupancysensors shall be capable of automalicallytuming off all the lights in anarea, no more than 20 minutes after the area has been vacated. 1613,62 Automatic Time Switches: Autorratiotime switches shall have a minimum 7 day clock and be capable of tieing set for 7 different day types per week and incorporate art automatic holiday"shut-off' feature, which turns off all loads for at least 24 hours and then resumes normally scheduled operations. Automatic time switches shall also have program hack -up capabilities, which prm a the loss of program and.time.settings for attent 10 hours, 0.. paw6r is Interrupted, Automatic time switches shall.incorporate.an over4ide switching device. which: a. is readily accessible; b, is located sothat a person using the device can seethe lights or the areas controlled by the switch, or so that the area being illuminated is annunciated; C. is manually operated; d. allows the lighting to rernain on for no more than two hours Men an over -ride is initiated; and a. controls an area not exceeding 5,000 fl? or 5 percent of footprint for footprints over 100,OW ft�, whichever is greater. —1 -71 -n ti m c o ! M :o c3 m � z c a —1 F-r H --1 N Q ;a -rr � m --q s M L4 a Qr trrr L r*r --1 r .. rr1 . b -I, 01 A rn 2 Q , -i I G 4� 1994 Code Electronic J,o 1994 Project Info Project Address CITY OF FORT ANGELES POLICE AEPT AnOITION Elate 2/28155 321 E. FI}TH For Bwlding Dept. Use PORT ANGELES.WA 593d2 r.pp scant Name: STEVE ILK POLICE CEPT Applicant Address. 321 E STU Applicant Phone, 457-0411 = 133 Project DescriptionTwo split syetsm hunt pumps Briefly desenbe mechanical system type and features: S 'Simple System iB Complex System © Systems Analysis Compliance Option (See Decision Flowchart (over) for qualifications}. hedulcs rwl;fts. following information is required to tie. incorporated with the mechanical equipment schedules on the Equipment Se For projects without plans, fill In the required information below. Cooling Equipment: Schedule Equip; ID Brand Nainet Model NO.' Capacity' J Total CFM OSA CFM Econo SEER orEER IpLV3 Location RP 142 CARRIE& 38QRO24c3 2-TON i07S/1115 11.0 M1 EIeating Equipment Schedule Equip. 14 Brand Name' Model No.' Capacity' Total CFM OSA cfm Econo Input Btuh OutoutStuh Efflciency4 aP 142 CARRIER 38QR024C3 2 Toll 107511129 HSPF-7.3 EL. MARKET, £IF5.1D3N 3kW WA 1.0 Fan Equipment Schedule Equip. ID Brand Name' Model No,' CFM SP' HPII3HP Flow Controls Location of Service Ilona 'if available. 2 As tested according to Table 14-1, 14-2 or 14.3, 3 If required. 4 COP, HSPF, Combustion Efficiency, or AFUE. as applicable. 5 Flow control types: VAV, constant volume, or variable speed. W c n m H rw to � M cv rn c Cn. —.I c rn o � s� r*t � z 3� - r" � Cn 'n b 3 IT7 w c r✓. c7 rn CA 2 C"a a X S a z rn L11 J 4 !QUA tAhehinn+— Crnfa Ainnraee,ien#iel 13narm/ r'.nria r`.mmnlinnr a Gnrrn.- 7=toefrnnir• rtata %/—i- S � 7P,1�1104dd!ssCITY of PORT ANGELES POLICE CEPT AD.DXTION bate 2128/9.5 information is necessary to check a mechanical permit application for compliance rvnti the mechanical *equrrements ut the Washington State Nonresidential Energy Code. Applicability fshdwwih Xl! Carve SeCion Component Location Information Required on Plans Building Oepaitmeni Notes MMMNTS (Sections 140-1424) 1411 qpm pc ormance YEs. 7+ g. a ec, n g. g. List neatpumps on scrie u e 14-1 YES immum.e iciency quipment scneo.0 a wti ype,. capac4 , is IGtency rr-1 controls YES empera ure zones indicate locations on plans H-1 its 1412-2 130adbano control n ice a baegree deadoand minimum SPEC 15791-4 WA 1414.3 mumidity control naicae hurniatskat YES: 1412. AtilomatiesetbaiM n ice a thermostat with nsgat sewacit and e di , day typos SPEC 15781-3 YES ampers indicate damper. location and au oma ie contra s YES . Heat pump control .n rca e. microprocessor an thermostat.sC a ule SPEC.. L5781-3 rr/A 1412,b comoustion htg. Ind ice o modulating orstage can ro YES 1412.1 balancing indicate talancing teatures on plans x-1 H/m 142Z I hermostatinterlucA indicate thermostat interlock an plans :r/A 1443 tconornizerS, kquipment.scriedule - - Air economizers N/A peratton I na;q e 1001k-capaos My -on scne u d- rr/A oR to I indicate controls sole to evaluate outside air x/A Mle—grated opera ion Indicate cape i i y for partial cooing uc sng sys ems YES 1414.1 UUCtSealing 5a-Ma a sea Ing,necessary SPEC 15781-3 YES TTTT,7- Duct iniu a On TOM-are-R757—ueot insulation an cuct. SPEC 15.81-4 YESPiping insU a tor indicate -value of insuia Ion on piping SPEC-15781-4 H/A PZ4 Separate air sy:J. I Indicate separa a systems on plans- H-1- YES ec um. Form Completed and attac4eo. Equipmen(Ecileoule witri. types, inputloutpul, efficiency, cfrn, hp, economizer x-1 - actions 1440-1434) 1440 tiervlce water 9• N/A eC, wd er beater Indicate K-10 insulation under tanit M-57-15ff controls Indicate automatic sriut-off REMO poo s ITO-ol water heaters indicate not electric resistance N/A an ea er controls inaicate switch. ariffWRegree control IH Pool covers nasea a vapor retardant cover rr/A I JA54 IPaois t degrees 11naicate. R-14pool cover M ri9 lb L:"Ugwµ Fur nlfy 4UMMu11, tJJUV4&AV.=A}JIG1JUktU11• 1-4 1•" -4 -n: 1-4 --I m C n rn 'C:- aX M _ .L7 � b � F-i YI -� to -,n. ©= 3 Xtit rn ►� to a n rrn G CA CA rn l r M y ,..1 p r-r co z I O I rn h. Mechanical -General Requirements 1412 Controls 141Z1 Temporaturu Cwt ot% Each system sail be Pmded oath at least one leap alure control device, Each zone shall be controlled by individual tharnortaUc corrupts responding to terrperalu re rrxthin the aorta At a mrpmmt, ex h floor of a bUldmg shall be considered as a separate za e: 141Z2 Deadband Controlz When trod to Central haft comfort heating and coding, zone thermostatic eadrds shall be capable ON deorlba nd of at least 5 degrees F within vfiide the stgtyof heating and cooling sow to the zone Is start df or reduced to a .mrintm Excapdons: 1, Special o=;;ancy, special usage; or coktecrUremenls where deadband controls are not appropriate. Z Buikrigsan*ngWth Section 1141.4,ifinthe proposed buiduhg.aragyl analysis; hezrig and Coding themtnostat satprift are set to the same temperature behveert 7U degrees F and 75 degrees F lnclus ire, and assumed to be constant throughaA the yea. 3. Thermostats that nail ireman d d br worm healing and coding modes. 1412.3 HurrdcltyControls: If a systan is equipped with a., e3 for adding moisture, a lxnidstet shall be pra ided. 1417-4 Sotback and Shut-M. WAC systems shall be a#ppod Wdi a rtoriebe controls capalote of accomplishing a reduction of energy use lhvugh control setback or equipmo t shutdavi during periods d nor"M or aitemate use d the spaces saved by the system. The a domiatic controls shall have a ririmmseverrdaydodcarrd be capable of being EEt for seven diyererd day types per weak. Excopdons: 1. Sisters seninga. W idh require cortnxius operational the samaie rpaat.re selpdnt 2. Equipment With full load de mends of 2; W (6,826 RA) or less maybe co traded by readilyaccssible manual off - but cortrds. 1412.4.1 Damapors:Outside air irtakes. odiaust outlets and re3ief.outiets serutnd conditirTW spaces shall. be equipped with dampers %&Hch Case autoracallyvihen the system is. off or upon.povmr failure. Stair shag and atevaicr shaft smoke relief openings shad be equipped +nilh rarially opal dartpers. These dampers shall ran dosed in nomvm operelion until activated by the fire alarm system or other app v ed smoke detection system Exceptions* I. oystems,semng areas which require comin ucus operation. 2. Camifmhonairintakes. 141Z6 Heat Pump Conhulk' Unitary air coded heat purps shall include rriermroce ova contends that rimmze surpplernemal heat usageduring stamp, set-up, and defrost conditions. These controls shall anticipate need for heat and use compresstan healing as the first stage of had. Cantrols shall indicale whim supplemental healing is bang used through visual niaais (e.g., LEI] indicators!. 141Z8 Combustion Heating Equipmer►t Controls: Carribuaticn healing eqi ipimerd Wth a capacity o Er225,000 Stunt shall have modulating or staged combusbol control. Exceptions: 1. Boilers, 2_ P—diaht Heaters. 141Z7 Balancing: Each air supply outlet or air or water terminal de -Ace .hall hue a riaas for balancng, Including but not lirriied to, dampers, temperature and pressure test corure ctions aid lodaiarg valves. 1413 Air Ecoromizsrs 1413.1 Gboraion: Airecortemizers shall be of aktorraticallyrmodudating outside ark. return air dampers to pSovde 100 percet of the design supply air as outside air to reduce ordiminate thonaed for modu rrical coding. 1413.2 Cotvol: Air econontoars shall be controlled by a control system capable of detoririing if outside air can meet pat call of the bkaldir4s cooling loads. 1413.31ntegrated Qpemation; Building Haadng Era gY: Nr monanxers shall be capable of Prwding patial coding ejen vkm aditi50131 r mtkitical coding Is required to met the re�nairidea of the codingload Cordrds"Ira pithe economizer operation Men mechanical coding Is reciured sim:ltarmts3y, Exception: Ectxximzers onrrtdfvidual, direct etpanstan, coolin systers with capacities not greater than 75.000 Btu;b may include controls that lion t s3multarows operation of the economize and mechanical coding for the purpose of preverting ion fomation oncoding cats. 1414 Ducting Systems 1414.1 Soaling: Clod w,akvhnlch is designed to operale al prsstsm above 12 inch water column static to essure shall he sealed in accordance Wth Standard RS-18. Uent of sealing required is as fdlom: 1, Sta a pressure 12 inch to 2Inches, seal trarnwrd a jams, 2. Static pressure 21nches to 3 inches; seal all transverseldrrts and longitudinal sue. 3. Static pressure aime3inches:seal all transverse jdrds, Iengikx5rr_1 seams arhd duct wall penetrations, 1414.2Insedallon: Duct$and plaxrm that are ar>rtrticted as Part dthe WkrM erndkpe shad uixt he re lammats of c h3p w 13. Otr:oa ducts and p[wum sisal be thurrnailyinsulaied perTable 14-5. Exceptions: Wi Nn fha KvACa0PM0nt 2 F.id=t air duds not suhjed to =16EMaFl0n. 3. Erased ductwork v+ gin a space that serves that space only. 1415 Piping Systam s 141&11nsulation: Piping shall be thangAy unabated in accadaimwith Table f46. Exception: Rping installed vathin taitary HVAC egtipmert Water pipes outside the conditioned spwe shall be insulated in accordance with Washington State MuMIJng Cade (VAC 51-26) 1420 SiMP1.E sysTEMS (PACKAGED URTARY EQUPMENT) 1421 System Typo: To quaify as a sirple systcM systems shalt he ale o the following: a. Air coded, corstanl vduM Packaged aPPmtart. 0ich PruAde heating, cooling or loth and require only eAernal corvvmtion to dud worh and anagyservices. b. Air coded. coistart volume split sisters, utiiich prawde heating, coning or both, with coding cap@* of 54.000 Bath or less. C. Feting only systems vAhichr ham a c4+adty d less than 5.000 dim orwK= have a mnimum outside ar supply of less than 73 percent of the local air. cirC [FVcn. Ail other systems sheaf carpywith Sections 1430 through 1438. 1422 Controls: In addilion to the cerrtrd requ, ono, s in Sku6on 141Z where separate heating and coding equipment serve the sarmtempaatue zone, thermostats shall be intedodked to prevent simuitaie= heating and coding, 1423 Ecoirw tizors: Econor izers miming the reaui ener>Ss of Section 1413 shall be installed on packaged roof lop farrcoding units hating a supply capacity of greater than 1,900 cfm or a total coding capadly greater than 54,000 Suh. The taxi capacity of al units without economizers shall not Oceej 240d100 Bluth per buildirg, 1424 Separate Air IXstributlon Systamrs: ZanesWth special process to mper-atm requrernerts aidror hupdity requremrrts shall be sm'ed by separate air distrilxitionsystems from those saving zones mooing orLy cariot conditions, z 0 cn rn n rrr you p 3 r+1 z rn � � z x G 3 —t m rn ttn CM Cy r— Ln Ln rrM sC') —f rn D F March :17' 199.5 � J TO: Sue: Roberds, Planning Office Specialist FROM: Ronald W. Johnson, Engineering Special! FMAY39�� > :' SUBJECT: Police Department Remodel Attached Is an Engineering Drawing of the proposed expansion of the east parking. lot at City Hall. In his plan review comments, Dave Sawyer noted that the.Building Permit for the Police Station Remodel. should be held. up panding resolution of Parking ,Landscaping and Ughting Pattern issues. Attached, for your review, Is the compisted plan of the parking lot expansion. The lighting pattern willduplicate the existing lighting. Please let,me know,: at your earliest convince, if the attached Drawing meets all the requirernents for Issuing the building perrriit for the Police Station. GWK-ok Jack Pittlr,❑irector,, - - - - - - -Ken Ridout,Deputy Director Gpry Kemvorthy,.City Engineer Larry Remlg,'9uilding Official Ratph Ellsworth; Water Superintendent; Tlm Smtlh, contracts Administr. hiikeRobartson,'WaslevaterSupedntendent PhyliisResler, Adminlstrative.At b, Surrett, "Ili r A:r, 4 PORT ANGELES FIRE DEPARTMENT PLAN REVIEW Project Name: Police Department Addition Address: 321 E. 5th Plan #95-33--7930 Con 0 R-1 ❑ Date: August 3, 1995 We have checked this plan and finch that it conforms to the requirements of our codes and ordinances with the following exceptions:, 1. underground storage tank for generator has not been identified as :being: moved from underneath the foundation of the addition to the outside. Even though it is not required, Fire Department would highly recommend relocating underground: storage tank for maintenance purposes.. 2. Automatic fire sprinkler system will be required throughout including the garage area.. sprinkler system will be above and below the ceiling so insulating will be required in the garage area. Please submit fire sprinkler plans to the Fire Department prior to any installation. 3. Fire alarm system will be required throughout. Please submit. fire alarm plans to the Fire. Department prior to any installation. 4. There is an existing Halon fire suppression system located in rooms 112, 11.3, 114, and 115. This can be decommissioned and the existing sprinkler system can be augmented to provide` coverage in this area. 5. Provide a fare extinguisher as indicated on the plans. Fire extinguisher to be mounted ru higher than 5 feet and no lower than 4 inches. Fire Department recommends a cabinet. NOTE: Prior to the Occupancy Permit being issued, complianae to the above conditions will be met. Revie d By Date Building Department ❑ Fire. Copy FP _ 22 Page 1 of 1 — 0 M n A il r I -A C-i o IAT ANGP-�S DEPAR--AENT Rik DESIGN ClAitj&jj�6K"[ "j;0Ajjojq REQUEST/ FIELD AUTHORLZATI(?N PROYECr NAME., $22MApi 1 DL-1 eZ� PROMC-r NMAB ORIGINATOP- tAFJtPPA?P-e- ONCE DRAWING OR SPECIFICA710 1--is DESCRIPTION OF.R . EQUEST.--- -. :r GNMOE 100AIJID `o%= KAN I.Jf DATE REPLY REQUIRED: -:- _-CRMCAL TO SCHEDULE.' YrrsA No— • PROJECM cosr EFFECTS: PROJE= TIM EFFECTS:-0 . wr ]NOT -Ass [,&mor,. VMML ------ j mcmm im comw= Tu&r DAYS] —1?0CHANCE E9PRICE 1lolHcm=lxcomRACrTam —COST DECREMB(APMOX, VALUES t —DMREMllHCONTRACT TIME ( DAY51 DATE: 'Zr" —SoM'-okf ORIGMATOlt SIGNATMM*,:!!� Owim I ARCH nTCT I ENGRaM VARIATION REHARES; m 0 77777777. 77777- 17. 77- - =bp Crf y DMPE= Rk ..t 711 mym;ow= PUBLIC WORKS DMEMR MpmS.TotiLpwm xRclf. -.,',EN �R 0 MANAGER —COUNCU.— ,DCVR No. J, rn cD rn 1-4 CD ;a rn ul m r- n m to V) m C-) N .. A 4 CITY OF PORT ANGELES -- PUBLIC WORKS BUILDING DIVISION -- PERMIT APPLICATION.;m'r-bD-0 008348 Date Received 1 . L bate Issued L1951 a • me Address Cilv Phone Lic. No; Owner Contractor Arch 1 En . Class of Work: U New Addition LJ41teration Rcpair U Move u Dcmolition bcscriptialt of Work: --2- I `T / Type of. Permit: ❑ Building fir- Valuation $ J . ❑ Plumbing Contractor No. Fixture Type Fee Water Closet Lavatory Permit Fee htub. Plan Check Fe ! Bcccipt# Show Investi atlon Kitchen Other Disposer Total S Receipt i# Floor Drain I Flo; ink Building 5 , Ft. Got ez Washer Occupancy Group Urinal Occupant load No, of Stories Water Heater IyRa of Construction Drinking Fountain Occugancy Permit Issued Lnwn S rinkler Le al Description- Let Vacuum Breaker Block c Solar Panels .Subdivision — 2Q Other Land Use Zone Sub Total Lot Area Permit -Fee Lot Coverage % 5 . Ft. = Recei t # Total $ USilan Contractor Mechanical Contractor Sin 1 2 7 No. T e of Equipmrnt Fed Illumination Elec. Furnace Overall Height Heat Pum Sin Height Oil Furnace S . Ft. Kitchen Hood Clearance WoodstovelPellet Stove/Insert Land Use Zone Other Fee Total S Receipt # Receipt. # Total $ APALICAMONACCE-PrIMBY-.. PIANSCnaCKf;aY APPR SS BY Special Conditions: Other Construction/P.W. Permits. R/W Driveway Other . Water SF.PARATP 17MMITS arc required forelectricat work, utilities, private and pubtic Improvements. This permit becomes null and void if work or construction awborized Is not comment d wiildn 180 days, ir.ronstructloit or work Is suspended or Abandoned for a perlod,of 180 days after work has commenced, or if required inspections have not been regnesied wlth[n ISO days from the last Inspection. I heretiy certify that t have read and examined ihis application and know the same to be true and coned. All provisions or lawsandordinan .goveminvhl ypeofwo ill. plied withwhotherspcdFed herein or !: granting of rmir doe o ume to thorny to violate or can I ro ions of a at or loca gulating ctioit or the rfo cl, SSewer (¢nat4rececwrmA6�� (O ) ✓�/ SlgmturrefOwner(it owner i%builder) (Gate) PEN PRINT, INC. 1 I m.- 71] t BUILDING PERMIT INSPECTION.RECORD CALL 457-0411 EXT. 125 FOR. BUILDING INSPECTIONS, PLEASE PROVIDE A MIN, 24 HOUR NOTICE. IT IS UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED. POST PERMIT IN A CONSPICUOUS LOCATION.. :CEEP.PERMIT CARD AND APPROVED PLANS AT JOBSITE INSPECTION TYPE DATE ACCEPTED COMMENTS �s FOUNDATION_ Footings. YES. -M_ Wails .. Found: drainage ELECTRICAL Rough-in/Light Dept. Under floor slab Rough -in Water line Back flow/water AIR SEAL Walls Ceiling FRAMING Joists / pirders Shear wall Walls / roof / ceiliniz Drywall T-bar. INNLILATION Slab. Wall / floor / ceiling. ,yIECHANICAL Chimney Woodstove/Pellet Ducts EN.UTILITIESISI WORK Waterline 1-meter Sewer Connection Sanitary Storm Site. Dra'inage/Etosion. Control Parking Other FINAL INSPECTIONS RE UIRED PRIOR TO OCCUPANCY t USE MIDENTiAL DATE YES NO COMMERCIAL DATE ACCEPTED Electrical/Light Dept. Phone:Ext..224 EINtrisal/Light Dent. YZ N4 Construction-RW / PW- Exi. 124 Engineering Construction - RW PW/En inecrin Fire (Multi-fum. only) i~xt.'252 Fire De t. Building Ext. 125 Building GENERAL COMMENTS: PENPAWIanC 1194 ._ H H H -I Cn x M r~. o .-t c 03 n�r A � C b � � w cn CD ;a a 3 -4 r7i m �+ C) to 71 c cn � N M � r m p k,. CITY OF PORT ANGELES DEPARTMENT OF PUBLIC WORKS .. .. INSPECTION REPORT , , .. . REQUEST: Date " ZEE gam- Time Received by {phone,;person} Location of Work to be inspected Name of parson requesting inspection -- Address of person requesting, inspection Phone No. Type of I . n.sperjjajjjclrcle appropriate one?: Permit No. 'l Sewer datio `amin.g Chimney Plumbing Fi Sewer Excay. Other INSPECTION NINES: .�,_:gs. Time By Inspected:' Date ^. Remarks: ar.QTnnATMrA1 RF:nmorm ...... YES NO SURFACE RESTORATION: SURFACE TYPE; ❑ Unimproved ❑ Gravel []Asphalt ❑ PCC ❑ Other ❑Repaired by City Work Order Repaired by Permittee ❑ COMPLETE ❑ No Damage Found ❑ INCOMPLETE (Continua an reverse side if necessary) STREET SUPERINTENDENT (DATE) ,, M U' m C b rn o vm s� m _ A Z c I F,a H -c -�7 O 'rl 3 z rn M trr v or 0 rn c cn 3 cn m z n A z 0 7 ! H ("i M CITY OF PORT ANGELE DEPARTI!liENT OF PUBLIC WORKS - - - - - . - INSPECTION REPORT ........... REQUEST: Date D `~ — Time Received by :71_� (phone, person) Location of Work to be inspected — Name of. person requesting inspection Address of person. requesting inspection Phone No. Type of in cti circle appropriate one).: Permit No. Sewe o�indatiFraming Chimney Plumbing Final Sewer Excay.. Other INSPECTION NOTES: Inspected: Date .:�'4 _Time �""�" By SURFACE RESTORATION: SURFACE'TYPE:. ❑. Unimproved ❑Gravel ❑ Repaired by City [I Repaired by Permitted No Damage Found {Continue an reverse side 0 necessary) ❑ Asphalt ❑ PCC ❑ Other Work Order # ❑ COMPLETE ❑ INCOMPLETE STREET SUPERINTENDENT (DATE) J z CD M -I Cvn o:m m m H A � C M, �V) a;0 �> �rn rn to or n rri c to 3 (A M 2 C'7 M A CITY OF PORT ANGELES DEPARTMENT UF.P'USLIC WORKS .... , . .... INSPECTION REPORT ... .... . REQUEST Sr' Date (<— lS 7� --- -Time Received by (ph e. erson) Location of. Work to. be: inspected ... . Name of person requesting inspection,e Address of person requesting inspection Phone No. Type of Inspection (circle appro date one): Perm.it No. 9 � Sewer Fopndatia aming imney Plumbing Final Sewer.Excay. Other INSPECTIO In snected: Date . �/ �" —Time 0-1 CJ_ By SURFACE RESTORATION: SURFACETYPE; ❑ Unimproved []Gravel ❑Asphalt ❑PCC ]Other ❑Re City Work ;Order # P.aired b Y . y. ❑ Repaired by Permittee ❑ COMPLETE ❑ No Damage Found ❑ INCOMPLETE (Continue on reverse.side if necessary) STREET SUPERINTENDENT . IDATE) J H u, z m C? C Q rn CCD G rn m W .o z c rz .rj to -C O � M -i m x rn *, N CDr n rn G N Ln M 2 � 71 r m A a 46 CITY . OF PORT ANGELES DEPARTMENT OF PUBLIC WORKS .......... INSPECTION REPORT. ... , . . REQUEST.: Date - Time Received by )phone, person) Location of Work to be :inspected r - -- Name of person requesting inspection . . . Address of .person. requests+ig .inspection Phone No. Type of Inspection (circle appropriate one):. Permit No.. .Sewer (Foundation Framing Chimney y Plumbing Final Sewer Exca►r.. Other -& INSPECTION MOTES: 1! Inspected: Date & ` 0-O -FS" Time - 8y V , RESTORATION REQUIRED YES NO SURFACE TYPE: ❑ Unimproved. ❑ Gravel ❑ Asphalt ❑ PCC ❑ Other ❑ Repaired by City Work Order # ❑ Repaired by`Permittee ❑ COMPLETE ❑ No Damage Pound ❑ INCOMPLETE (Continue on reverse.side:if necessary) STREET SUPERInTEN DENT (DATE) .j W. "6 CITY OF PORT ,A►NGELES DEPARTMENT OF PUBLIC WORKS . , ......... INSPECTION REPORT. . . REQUEST: ' Date Z q Time / Received by Iphon , iaerson} Location of Work to be inspected 2,f E• Name of .person requesting inspection Address of parson requesting. inspection Phone No.. Type of Inspection (circle appropriate one); Permit No. s Sewer Foundation: Framing Chimney Plumbing Final Sewer Excay. they'rLl INSPECTION NOTES: Q Inspected- Ds�ie;Lj _-_lam -Time U� By Remarks SURFACE RESTORATION SURFACE TYPE: ❑ Unimproved ❑Gravel ❑ Repaired by City ❑ repaired by Perrnittee C! No Damage (Found (Continue on reverse side if necessary) ❑ Asphalt ❑ PCC ❑ Other Work Order # COMPLETE ❑ INCOMPLETE STREET SUPERINTENDENT IoATE) J z 0 m of poaT AAo {6"' FN CITY OF PORT ANGELES 321 E. Fifth. • P o. Box 1160 PORT ANGELES, WASHINGTON 98362 p G PHONE (206) 457-04J.1 4A h1 td4N v+�auc.tr April 25, 1996 Ms. Denise Heassier x P:O, Box 796 i Port Angeles, WA 98362' 4 fi RE: Conditional Use Permit - CUP 96(04)06 . 321: East Fifth Street x Dear Denise: As you know, following.a public hearing conducted nn April 10, 1996, the Planning Commission moved to approve Conditional Use Permit No, CUP 96(04)06 to allow overnight camping in association with the 1996.Ju.an de Fuca Festival of the. Arts activity in the .PBP, Public Buidings and Parks zone subject to the following conditions: t Conditions of Approval: i i f 1. All aspects of the project shall meet or exceed all :local, State, and Federal codes:. cM 71 r 2. The applicant shall discuss with the .County the possibility of using the :.County's administrative offices' parking lot for overflow parking during the hours the County's z administrative. offices are closed. 3a 3. The applicantshall explore the: possibilities of using an off -site parking lot. and shuttle -4 system to reduce the event's parking impact on the surrounding land uses. CD —1 4. Adequate sanitary facilities shall be available at all times for the overnight camping Cl) 6 area. 5. The overnight camping :shall be restricted to 20 spaces located in the.east half of the unimproved employee parking lot adjacent to Peabody Street. 6. The overnight camping area shall be separated from the west half of the unimproved parking lot and any other areas used for vehicle parking or movement. s �f C The overnight camFu►g area shall only be available to vendors operating a booth7. t Campin.g hall be festival. All other inquiries regarding the availabili erutt d in accordance with the directed to existing over -night camping facilities p City,s Zoning ordinance, g overnight rec reational camping spaces shall be designated for spacing as approved by the Fire Department for safety, ' VCYF} ' Overnight recreational camping shall only be permitted May 17 arnnd 18;1996; lease don't hesitate to contact the r _ questions, p h0 d yyou, require further assistance, or have any �n "Dep argent at 417-4755. la 9, � erety,y r' 1 .w.....St;eRoberds 5 Planning ofCe Specialist cc. ;, Bdding`Division . Fire Department f: �3 f a L-6 Festival Shuttle Stop M q.,, lt- ,u ]PEABODY STREET 7 ���❑❑❑❑❑❑ nip U Handicapped '. M Parking Only13 u v 10115Ell= � ❑ cry � � c � R IE E n H �,❑ 5 A U Aft J ALL gin p Eu U CJ o t? µ F3 h � sr �•, s" a g O FL 0 44 z U t otl f uOlJnE[ uJOA r0o� nuy�aQ a10A �' 0 rn m v C u rn CD o� --1 z m A z O � `rl A Fq -{ m z rn tn a o rr . ct �m D Z r z N f �ri iS —i G r rn t:W j cn r o cC rn c CD m rm c b � r- s 'n b; _m rn 1 1 Cl. r .. Lop); v ,x ur ;n S; i JA �-i Q RMWIRETURN 0 FILE z 0 m BUILDING PERMIT INSPECTION'RECORD: CALL 417-4815 FOR BUILDING INSPECTIONS. PL: A: S£ PROVIDE A MINIMUM 14'HOUR NOTICE rr IS. VNLAWFVL TO COVER, INSULATE OR CONC&AL ANY WORK BEFORE INSPECTEDANDACCFsPTED. POST' PERMU IN A CONSPiCUOUS,IAGATION;' KEEP PERmrr CARD AND APPROVED PLANS AT IOB,STI'E INSPECnON TYM DATE ACCEPFID COA9110M H " 41 - YES NO ; F.JECiR[CAL-IIGIfCDri!I. 4174745 EUCTRiCAL`, C UGHT dEPl CONSTRLY&WN R.W, I PW! ENGINEERING 417-.407 - CONSTRUCTION R.VJ, VWtENGWEMUNG FJ3tEatu.L.fI•TAkf ONLY) 417-4654 fIRE'DEFf 3 MI)ING:. 417.4SJS BMWING.. GENERAL COMMENTS: . �' A }-. PORT ANGEEES FIRE DEPARTMENT ADDITIONAL COMMENTS from U B C Project Name: City Hall - Taw Office Address: 321 E. 5.th Street Plan #96T20-9308 Com ® R-1. ❑ Date: October 24, 1996 We have checkedthis plan and find the following areas which need review by the Building Department: 1.. Walls of corridors serving an occupancy having an occupant load of 30 or more shall be: of not less than one hour fire resistive construction.. Where the corridor walls. are required to be of one. <hour fire resistive construction, interior openings for other than doors. shall .be protected by fixed glazing listed and labeled for a fire protection rating of at Least 3/4 hour. Reviewed BY Date`�-- Acknowledged. by Date x have received and reviewed t is recommendation. Building Departmen ❑ Fire Copy Y 6G�—, sCJd �' G7d �'S a �d Y� FP - 22. A Page .1 of 1 of z 0 rti -+ u, x cv r7..� C7.3. fTl r� z a .-4 i -a rn z rn o r- C7 . n C (n M .Er -{ z M N Q n m 0 9 tWa Nee.: ` BUILDING PERMIT- I'REAPPLICATIO►N rermh1r; 'ro-Ate Gm*c41 rau Approvwf: The Building 1,ermir • !'rcapplicatlon must be fiaed out Copt ftlefeip. Pkaie typo or print In tnL Ityou have any queatlons, piease call 417.4815 Applicant and/or Agent: l� Cho Phone, IS-1 Owner:. C:Lz2 - Phone: Address- . `'1 City: �,_ Zip: ;� i Pvrchitect/Enginccr: Phone: Contactor IAJ &0-*,A Co _ License #:G1�iO�r Ail p: lt,l6 R-t P}tone: �fs�- 62aG Address; L2o� g' ny - �, S-" City; r�rza- rQ„j G €l, Zip:-�lG G PROJECrADDRESS. Q ' S " �XT- _ - 7ANINQ LEGAL DESCRtMON- Lou— Block' Subdivision: rYrE OF woRK, sizMALUATION: 3 Residential o New Constr. Q Rcroof 0 W.00dstove Sr. Qa S ` S' �f - 3 Mufti -family (3 Addition © Move 0 Garage SF. Q S • - S t 3 Commercial o. Rai►odcl o Danoliiton 0 Deck. SF: Q 5�,.::/SF. c S r of Repair o Siga ,Gy�S�2 ttt �Y� TOTAL VALUATION S r � O RIEF. DESCRWnON :OF TILE PRojECT': } ZOMMERCIALJRESIDENTIAL OoazpencY. GrnuP : Occupant Load: Construction Type: vO, Of Stories: _ Lot Size: % Lot Coverage % ;xisting Lot CovuaIsq, L TOTAL TAT COVER ge: /sq. tk � Propnsod LAt. CoveraCOVERAGE:isq.it PLANNING USE ONLY: APPROVALS: PLAN i 'en-nits'Requircd• Notes: BI.bG viax H grit Setbacks- zoning: DPW_ ike lire Plan And Use.Approved by: Date: FME— SAAVctlattdN: ciYes o No SFPA Checklist rcqukcd7 0. Yes p No Gall. OTHER tit£ ppUCATIOM SUBMnTltJ.. Yatr q p�orr teed sate plmr must fllad out ovm{�lddy to be ac�ceFlyd for rctiuw The Building Xvision can provide you with more detailed information on the Application and plan submittal rcquircrnatts, . i [.�ILDING:PERf rr APP`UCA".'ION SUFiMnTAL;- Your completed application, site plan {for additions) and bru}ding construction limo arc to be submitted to tk Building Divisiod. Auy addition larger than SH eq..t1, will need a PreAppllcattau Revktir: 'A:LUATION OF CONSTRUCTION; In all rases, a .valuation wioant must be entered by die a pficant This Ggurr will be reviewed and nay be revised .by tine Building Div. to oartply with current fcc.sclicdules.. Contact the Pcxmit Coordinator at 4174815, for assistanx. 'LAN ZrIIECK.FEE: Your Dian ehadt fee is due. at the time die -building pamit application and oonstruction..plam are submitted. All outer crnr it fee in duc at: the time of paint isstmncc, XPMATION OF PLAN REVIEWt If no pernut is issued witinin I80.days of die date of applicatitxn, this +pplicatioa wil! eagAM by s rrt tatioru. T iie &@ding Officid can extend die time for action by die applicant up to Igo days, on written requast by die applicant (sec Section t.' 04(d) of the Uniform BuildingCodc,.ccm=t edition). No.applicadon can be.ek-tended more titan once- lefrbycxrrlfy drat l have read and examined rhh application and know the tame !o be true and camret, and l am aurhortied to applyfor lira permit. / undet7eand It ii not the City't legal m;pot ulblllty to derermhte what pernrlu err required; It rentainl the applicants esporvlblllry to determine what perm(ei are mquired and to obtain such. : ";C;IUATAtWt 1};r.F.!'EgSMLDAPP.F RM Applicant: Date rw.t 102.03(mv,21Wl —} F-1 m G O m �; —t c o� r•t H A � C r eL H H. —t m. z m rn 0 o. r-- .csm. c tn. mN ems+ z o� z rrk POINT' ANGELES FIRE DEPARTMENT .10.2 East. 5..th, Port. Angeles, WA 98362 360-4174655 Fire Sprinkler System Plan :Review Project Name: City Hall Remodel Address: 321. E. ;5.th Installer:. W. B. Dennis Co. Telephone: 457-1206 Tnoa of System. NFPA 13 R-3 ❑ R--1 ❑ Cori Date: November 25,.1996 Permit #96-1.6-9386 We have, checked this plan and find that it conforms to. the requirements of our ordinance with the following exceptions. 1,. The modifications shall be a plished as per applicable NFPA 13 by.a state .licensed and (--rti:fied company. 2. Before final acceptance of the modifications, an inspection will .be conducted by the Port Angeles .Fire Department to ensure the modifications comply with NFPA 13. f: Contractor Reviewed by t ` Building Department Fire Copy Date FP - 9 Page 1 of 1 1