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18-102615r� CITY OF ��. Federal Way Ms. Chris Gourley WA Dept. of Fish & Wildlife 600 Capitol Way North Olympia, WA 98501 rl1ris6 •gpurI dfv.w .g2v CITY HALL 33325 8th Avenue South Federal Way, WA 98003-6325 (253) 835-7000 www, cityoffederalway. com Jim Ferrell, Mayor July 6, 2018 F:1LE Re: File #18-102615-00-AD; CRITICAL AREAS EXEMPTION North Lake Public Access — Toilet, Parcel 302104 9064, 32800 32°d Drive South, Federal Way Dear Ms. Gourley: The city is in receipt of your June 14, 2018, request for a written determination to replace an existing single fiberglass vault toilet with a pre -cast concrete vault toilet at the above address. Submitted materials depict work will occur within an existing development footprint abutting a public parking lot. FINDINGS & ANALYSIS North Lake is a shoreline of the state. The city reviewed site photos and aerial mapping and concluded the area of work is located within shorelands; approximately 105 feet from North Lake's Ordinary Mghwater Mark.. Therefore, a shoreline exemption application (enclosed) must be subn-dtted and approved in order to replace the toilet. The proposal area is located on or within 200 feet of a regulated wetland. However, as stated, the work will occur within an existing paved surface that was previously approved and it appears the existing developed area is outside of the wetland buffer. As such, your proposal complies with critical areas exemption (Federal Way Devised Code TWRC] 15.10.110[1] [b] P1, "Existing Public Facilities and Utility Structures or Rights -of Way"). Impacts to critical areas and their buffers are mitigated to the extent feasible. CONDITIONAL APPROVAL Your request is hereby conditionally approved per FWRC 15.10.110(1); "Certain Activities Not Subject to Critical Area Standards."' Please submit a completed shoreline exemption application (enclosed) to the City of Federal Way Permit Center. Should you have any questions about this decision, please contact Planning Intern Riley Bushnell at (253) 835-2622 or riley.busbnell@cityoffederalway.com. Sincerely, lk .� /1 A Brian Davis Community Development Director Enc: Shoreline Exemption Application Riley Bushnell, Planning Intern I The activity shall use reasonable methods to avoid potential impacts to critical areas. Exempt activities shall not degrade a critical area; ignore risk from natural hazards; or otherwise limit the ability of the director to identify and abate such actions that may cause degradation to a critical area. Doc. I.D. 77962 18-102615-00-AD WDFW North Lake Access Site Toilet Replacement Project Narrative P#1521019201, Lat 47.307626, Long-122.288821 WDFW is proposing replacement of a single fiberglass vault toilet with a CXT pre -cast concrete vault toilet in the same location. This public access site is located within the City of Federal Way. This project is SEPA exempt under WAC 197-11-800(3) for "Repair, remodeling, and maintenance activities" per WDFW's SEPA coordinator. The current toilet has been requested to be replaced by access area staff. This is an older style toilet and the new pre -cast toilets are ADA compliant, easier to maintain, and are less likely to experience issues. Chapter 15.05 of the Federal Way Revised Code (FWRC) is the guidance for Shoreline Management. Section 3.5.05.130 for Shoreline Exemptions references WAC 173-27-040, "Developments exempt from substantial development permit requirement." The proposal to replace the toilet at this site is exempt under WAC 173-27-040 (b) and (q). (b) Normal maintenance or repair of existing structures or developments, including damage by accident, fire or elements. "Normal maintenance" includes those usual acts to prevent a decline, lapse, or cessation from a lawfully established condition. "Normal repair" means to restore a development to a state comparable to its original condition, including but not limited to its size, shape, configuration, location and external appearance, within a reasonable period after decay or partial destruction, except where repair causes substantial adverse effects to shoreline resource or environment. Replacement of a structure or development may be authorized as repair where such replacement is the common method of repair for the type of structure or development and the replacement structure or development is comparable to the original structure or development including but not limited to its size, shape, configuration, location and external appearance and the replacement does not cause substantial adverse effects to shoreline resources or environment; (q) The external or internal retrofitting of an existing structure with the exclusive purpose of compliance with the Americans with Disabilities Act of 1990 (42 U.S.C. Sec. 12101 et seq.) or to otherwise provide physical access to the structure by individuals with disabilities. Chapter 15.10 of the FWRC is the guidance for Critical Areas. Section 15.10.110 for "Certain activities not subject to critical area standards" includes 15.10.110 (1)(b)(iii) as follows: (1) The following activities are not subject to the provisions of this chapter: (a) Emergencies that, in the opinion of the shoreline administrator, threaten the public health, safety, and welfare, where impacts to critical areas and their buffers are mitigated to the extent feasible following the emergency actions; (b) Normal and routine maintenance and repair of the following facilities, for which a maintenance plan has been approved by the public works director; provided, that impacts to critical areas and their buffers are mitigated to the extent feasible: (i) Existing drainage ditches; provided, however, that this exception shall not apply to any ditches used by salmonids other than to permit free migration of salmonids to their spawning grounds; (ii) Surface water facilities; provided, that such activities shall not involve conversion of any regulated wetland not currently being used for such activity; (III) Existing public facilities and utility structures or rights -of -way. The maintenance plan may be designed to address individual facilities or facility components, area -wide facilities, or city-wide systems. The maintenance plan shall identify the nature of the potential maintenance or repair activities, specifications for work which may occur within potential sensitive areas, specifications for restoring and/or mitigating impacts, specifications for timing of maintenance or repair activities, and process for contacting or notifying the city of pending maintenance or repair activities to ensure compliance with the approved plan. The public works director may require that an appropriate bond or security be maintained with the city to ensure restoration of disturbed areas. In addition, the work to be conducted is outside the required buffer distance for Category II and III wetlands (50 and 100 feet respectively, per FWRC 15.10.250 (2)) as mapped on the National Wetland Inventory. An exemption for Critical Areas also exists under FWRC 15.10.260 (2) and (4) if a wetland were to be identified within the parcel. WDFW believes that the project is exempt under shorelines and critical areas regulations. Nr gt PAX e e IT OUT �' `�-• r':. r _ Y �5 - "_ y' � •._ , :.'fir.. �! �,_ ,` : •i,'i.:� - - =:;aim .- =- . -" •_ •" - `![� 1. --.P�+i,�;�:: { : AR A " _ '�,�y��._„f '-?� ,�v�=� �, ..,s••_ :.-y. ��r a fir,-�'• �r _ .• .�_ _ [ ... _ _�•.J•ti�'Y.R• ��._ �� -� A" ._..: �•.'i�s:•: �•�-. _! �+-.. ".1 -�" G��:".tri�7!. ri . -.� �" _._: LY S Y ` W � �r�, 'r . � �� A tip + •� Y , � ' ye � ` w W�J � � � �� .fir• Y. '� �il��i�itil: • -� � '�e'-w.��. q.e III► i- CXT Inc. recast Division Caku/adons Gunnison G-5922 Structural Analysis Dimip 400 psf Lire Floor Load 210 pxf Ground Snow Load Wind Speed —150 mph Esp. C Seismic Design Category: D Zjg StxndnTds 2015 International Building Code ASCE 7-10 / ACT 319-14 Ul-752 Bullet Resistance Classification: Level TV Report #: 2012-647 ft RUc.:7Ll:ns_pCSIG[J g>L1AftlAt;FJJC•hl' Ilil; 11356 W Coal Nine De- Lllllelon• CO 60127 Phono:(303)972-6512 Fax: (775) 655.5031 C:.11 A Delnel;,r c_ P= cademe1-C—mcast•nel 1111SREPORTCONT.IINSDP.1G65,1NCIAIDENG n11SCOVERANDT( TABLEOFCONTENTS ANTADDITIONSTU, ALT._I ONSOF,ORINA1 TORTLEDUSEOFF_`C.ERPR FRCA MREPORTAREE�f'ftE II_T FORBIDDEN S T ATE OF Y;AS'-01GIORDEPT pF LHB�R ANfl INDUSTRIES _. _ ,. +,!iFtE1'�'� SECTIOhAP4RWEG SU4iat:cf TO COBS AND FIELD IN5AEG �IC1N Tabls_gf Contents ATescriptinn 2412 International Building Cods ASCE 7-10 MWI?RS and C&C Wind Loads ASCE 7-10 Snow Loads ASCE 7-10 Seismic Loads Roof Panel Analysis Wall Panel Analysis Door Analysis Building Analysis ••TylI?Z ruV 41, !A, a(c.7! i. V,NA•;L': i V 1 y� 11360 W. Coal Ddve iLJ � umela, C0 coeoln Phone: (303)972-6512 V- (775)655-5831 �P.rl li SE PI- cadentelelPCOM—L net All attached documents are for reference only and designed or approved by nIISREPORTCONT.IINSMPAGF.INCLIRNNG1 ECON ERANDnIISl'ADLEOI;CONT—M ANY AIMII, �' AM -RATIONS OF, OR LT.'AMORIZED u.;r Or LYCF.RTTS FROM TI ns REPORT ARC F.YIV.151,V V 0P krl a rV, es 1 2 3-4 5-8 9-18 19-20 21 . II wAsI, L to o-cZnL,. � I+.Cti17U5�AlES $TASEDFF111Ffi►.1'EAPi'?;YiE� .. gi]��IW�P�trTSI3N p,PiC1 FI�LQ t - CXT, Inc. (Precast Div.) Gunnison G-5922 (WA) Date 08/11/2016 Main Wind Force Hesblting. vymcm Loads (ASCE 7-10) 6nnntwn &!W1 x Svc Tohk 1 3-1 R.O. Cwe,nn' of NAM—'1,1 Qh:' ilr.iwars I: P,R C Ser IL i 1: n•reCS ,x, G:ard Yeldrin ISII,w. Sec Fiwle 26 }A Ilan 20 $C. uaur 1L'nd S red f3 acto (ius+l Irwud 72.a RSndword sWl let l,fce "tW G lrnard wn le 1 wbnhhrr 7_ 61 n u5d�lnr ne i_s.nbl• e.,�R 4 rlarl)ehaluil>r 11 t Wldhr %q90 Ikr IOf11¢bwW-9llulhe r.lrxl L9ern,rrld.-1 xanf R,rcMrio Rod "h, , rr%, Y R..(ArMe kd HSnld,wctiuwl'n� tailor x %S. ten us knd wribmYln,a 111 allerw,fe lz K. Sn r,lracr4J t_Kdii par ter WFrnm 7n . knl T. kal f:n I T I silo, h %Ili it }gcvnn•o[k1 rc n:. 2.21u.olr Ilcnand lludd� fkubiUll 73 Yc,sanlxwl 90on rn.nfww, Velnein•Tieeulrc CoeRfeinr f:rn 0 Nil;,n wn im,satr Yriann 14n,ure 27.7 I1 �] �0 fiabk ICI Panially Enclosed if Ut: building rooms bold of Ile fallowing cordinons: I. Total ere, ofapenings in one ,all eneeds ores of openings in Ilse bdmec of lle buildingby more dnn 10%n 2 To 'at area of openings in ox wall esceeds i sq R or 1 %of area of IIWt wall and the meal area of openings in 0e balaxc or tie building does not cnecd 20 % of the area in Ue balume of the building C U3 -. J re A,gr G— Ara A. A., C.Aa r Cwdnsnn'. CordruwI 17-dnnn r Ts CK %Vinl—d ut%, 0 TimN Yo,d„R 247 k1 nn1 uU U ou 0.m B+cWu'd 1.M,brl"drn4[I as k 47I II !371s n os x n55 0a1 om 0OP £,r Iad-11 n W 1[II .S fl _7i7 n U n U IN u W, 0 b0 1 11 UP Fa1nN Rrwr a r ft xr i q II 242I n n r, ow 00.) o un 1 000 fe.Cldtcd Enclosed External Pressure Coeffrienis C 0 B Rasr (T hu= 11 % 11So,2744 114idxy>d dY111LfK Nob -0itI trra and nNl I. m,nulM Iluw%101 W14 Cp -0fi%1 1 Let-rl wall mod FoOkIto 1(G,r x%b h) -07 St!nL nlIN. nkh WF 27.!•I I.11 • i •14 I+D• osI Pos 1Vhdward 1Vc Wirdwnrd teewurd RoW S,g7snrr::oerrrcnrss IF,g 27.3-! I Nomnl to xkn T4v a- lode -0 180 -0 %20 4.334 u,nk�I la fah I Aw 21r I +2h Raof Pressure Cocirelcnu (Fig 27 4-1) Non al Is •101 -0Ri -03G {lit Ric he wlen TllCla 11U dca Rawl"Pressure CocRciens (Fig 27.4-1) .1 3U -0 711 PARAfdEL to Ridge W.II 1 ofY wm1'Rn, rs,r Wrdnnd , 2a I�ad lwinl gsandt •r0rq I .fa J% imf L .a,d lurid Irll -fl. rla •35 li K1dr t5'.!II -17.2r lot .12 21 pd .Lldillnn.l o..aa.n rrer,r,rr: m 21, r R,wd Trecwmr H"Ind Pu.Dd rr dJ ef0,'dl mnf dd ,gs; 1prai.e w>tiul„rin rus nw h'r -SI 41 IVI 1a lr 4221 r b. 11. -Y271 chin lL I -%, 21 Alt Wild d t4b rj. Ilodf .t_od : rr 1 COMPONENTS & CLADDING E wr C Mean Ron1 Ikidr a1211 lax ERmnd A s Ill n In I,IJ.(I !? !oa a 11 I -U 21 Inr 197% f z,A n} r It. 07 plf .ti 05 IM 1t R7 1,11 1 .7t.43 ,l $1 ad 04 -5"7 ELI It07 MI •Sa 47 si Ilo7 ppr ]oh 'p1.41 I,$t 41 it mr . M. it Vd . 3 .[NI.W ,f i9 N% .114r r 11.0 fr .X191 nI 21 G7 pif w -1517g _ -10190 .lb%w, pst r -16 }r mr 70 7f: -.0 21 W ?t 70 f6F -yi.Us IV 2a I7 s -517s f JI 0 ME .ik 32 ,= 7n f •14 M W1x=q Gust Factor -126 71 [t- nES 1111ema1 Nei,r. wsnnr I 1. ,f 2'adr Pressures WinJ Pc,FenJic,llar ru HirlFe xl 11—lo wl h nr toranul I.l' of PoAw 'VAV S'r CA St 1AADRCG fiwdt•rruv f wk" Perpendicular In ridge for 8 < 10 d . Lee ux,n of [trrgl.Y hserrol anh'2 nail If�•,nh 4iH1 r he2A oru fAr, AI n W Pq MAK,;ressurcs al lle ridge lire only appllgN,aof pilclrs>7�rn. �n fjp Fm. MINS,Rt=5 S'fAir pF �'pH'y�� `+c.GSIP• KP ]Aan ptaD �t - D. 1 r , CXT, Inc. (Precast Div.) Gunnison G-5922 (WA) dArR'7_1(1 CNnW I.nAn rAi rill ATinN Page: 2 of 21 Date: 08111/2016 Category if See ASCE Table 1 5-1: Risk Category of-Buildinas and Olber Structures Ea osure C See § 26.7.3: Exposure Categories. GenetaL pp 210 psf See ASCE Fmre 7-1: Ground Snow Load W.building 12 63 ft Len¢rft of the building L.buildine 6.5 ft Width of die buildine H.building 8.99 ft I luighl ofthc btrildai (to the ridge) Eater 0 if unknown Roof Rise (per fool) 3 Roof Och 3 1 14.04 d. Roof Angle 71 ASCE Table 7-3 - Then nal Condition: C, All sWctures exi: t as indicated below: 1.0 Suucwres kep[tust above n'eezung and odners with col , venmated roots in which the thermal resistance ( -value) between die ventilated space and the heated space exceeds 25*h (de *s ft/BTU). L1 Unheated and open air structures 1.2 Structures intentionally kept below freezing 13 Continuously heated greenhouses with a root having a thermal resistance value (R-value) less than 2.0*11 (deg*sq ft/B'fU). 0.85 C, 1.2 (Choose from table above) Is I AS Table 1.5-2 Surface Unobstructed ASCE § 7-4 Rooftype Gable Hoc Eave to Ridge Distance - windward 6.315 ft RoofExRosure Partially exposed ASCE Table 7-2 C, 1 ASCE Table 7-2 Cs I Slope Factor rrnw Figure, 7-2 Low Sloped?: Yes ASCE F 7-4 Pr 176.40 psf Flat Roof Snow Load P. 176,40 psf Sloped Roof Snow Load Use unbalanced? Yes ASCE G 7.6.1 P„ , a 0.00 psr ASCE § 7.6.1 Pr,, ., 210.00 psf ASCE § 7.6.1 P,�� ,, : 1 210.00 psf ASCE 7.6.1 Distance from Ridge to Edge of ph,.dl loading 1 6.3 ft ASCE Figure 7-5 30 25 0 30.00 pclF Snow density 1EQ 7.7.1 of ASi 4 Rim er rise of l I ASCE 6 7.1 8.98 ft I (right ordrifling snow on Iceward side 5.88 ft I In J it of balanced snow Snow Load on Gable Structure 2 4 6 8 10 Structure Cross Section —STRUCTURE --- Balanced Snow ----Unblanccd Snow �GabQia 40)liin►SIMES 5 iTEr�F{yh5lilhGT�t1Ci t pRrilED )z FW54L►NKY�It`• CllLl UtSJIa l f0[:UUE AND FIELD I1J51il:, 1,ION CXT, Inc. (Precast Div.) Gunnison G-5922 (WA) Seismic Loads (ASCia 7-10) Page: 3 of 21 Date: 08/11 /2016 Gunnison G-5922 Carr- n II k oP Wrn enhhr SU.- St I.Rttr d(pnce7 h$ sY4A1 Sri Aea:Feseruw ri%l7; F5 wm!; •1 $, 0 75 R Ma• FarLbcu akc Go anJ 14twa olI 0 fee Spa[VJ Rial.onfc AtlaC)CIAnDp •�•r• } K �•: She Llas D Sitn etaysif nliaa 1lJrc D.rer.knorrn pnkra puirdkt", or pow0ppical dak24cl roes Silo [oat Ear F ) ASCE"-r 7f, 160scc Long Period Transition Period ASCE Figure 1"2 Ik isnuc Farce N siui S'V.o A 3 In rt..a w pwa W- 1%.Jld SCF. To61e 12 2-1 N 1.pt R.. A,Wif anon Fu IL 2 } k+nwu rn a wrnglh Fatty �[ 0.02 Apo osimA:c aurod pm MEW ASCE Tahlc 12 %-2 "-% ro+imalc .od ar..noar ASiF Takk:i%-' hn ■ 70 n Iln I rn roe, from base ro hi sal In•el ¢rsaaotule V.- I • Val" 2' ' -LEwd for intorpaloliou F. 1 Inkrpo1&4 d V.W. A•7C'F. TaBk u 4.1 1 I I Inwr¢efeleJ Value rp'7uBii 11.1.7 1 < i < Sms `ia' S, I.6[r+p Ad,UV d h" Spmtrat Ntzpm.tc Acotkl aaa:n pl thorl .ods S_ - F, ' S, I 117Z; Adrytrrd 5,91.E Spnvd Ne.pdnr Ar-elwaiwn ]i I fa ryG ml i>•T; t 1,4-2 1hict • 7/9kV M ranwdned eaalhq.A rl 113 g Fk+>an SPW" Aoocl—. Paramcicrt ASY7' 11.4-3 217 Sm, 0.7Jk ¢ Iksryp N"M Aaektmrpl. Per-- ' - 4W-j- 11 a -a I. I ImpKW"FacWI ACRT 7irhke f F., SeNlnfe deJ C'att alr� n Based an Sa. D ride It" Based on Sr, D r.hw II sz Cralcchn1ra11nniks llae .m kc nkca- Yr. nor ASCE )i-A-1 end I I.B.7. 1PC 9k03 -C-he O IO1¢e Appt 01-Ak Inlld:nkwlN IK. iad A5Y'h' 12 8-7 11 ]0sce I'o¢dammtal paned wf.he wkrtare (MI be W.en u T. per ASCE 12 82) %.h MR II.27% AWh 128-2 0094 .hY 7: 128-5&128-6 1 929 .S(R-12 8-3 & 128-4 1283 128-) ,Men, H*b a -foud 0-turningAlum¢a1 n4t8 -a-1 rul Shear mMowt snow loud 0veru-mgA4am¢at rt*h-t swmr food WrM SNOW LOAD 12.8-12 12.8-11;11.7 I2.10-I L-1 Story Fkighl h. w h, P. (nal roof snow load) 111. +,;`h° C- F,. V, (Slor+• A-) hL [too[ zMrl F20111 I l7h'l M4 IB 41 kp Ldl 11•Ixi 2077k. 771. pvL•A LIY k.. Walh 0.00 11 lk 11 :.1f Ft.., fl Yln II?1 1k.171. 25 Ld1 ull ld PO4li Lip 5?XL Base Olt 0 00 fl I W= 30.35kipi 1541 Vi M= 17p.t 4-n WMIOUT SNOW LOAD 12.8-12 o2.8-u; a-7 F72. 10-1 L-1 Slorvlkighl h, or h, P, 01 or snost load) wt ..•h! C- F- V' (Star, • show) M Fp,�, .-„ k-1 !tuft A81n 0 s[ kp 1350k 13.214► 1111 L-n 1iL4. h1isFla 'wak 0%I ft n W A 1121n 11.11R uut1, II 29 L i37941 rl 0A 00un W= 2593WIP 1.IFk-1 M,` 11ktB.. r �ICCF� of _:,eon r,149:t1�u�'F',e' SiAiE.OF1�If.L4�iy1G j- .I �lll3at �'I 'fo cOpF AND 'rat) ItJ5FF_C; lON CXT, Inc. (Precast Div.) Gunnison G-5922 (WA) Center of Mass & Rigidity Gunnison G-5922 % Y r—�—i Wel ].ar Y F1raa Fen- 0.NWt. OV LSR r - O f101L 7 aW wl 1' . ee]x x1 r►x d].i4 riF .as1+ pros -- - [9 ��1c 0.0G'l ]Sis 301 man p laB lroyx Npols w� y tlxc .ueea ]]yex 003Y ]031 ]ai ■-114 1 OW Twenel vwWr wgl wg1 1 11.00 1 1 U 31l Cereaa G G Ater 11 m r . y e.xemR x r ""n.,•c.r,.vrnaoawa,7Y+ y+w�aa.n rvar sere. Tra+er...ee• v,.e.Y.ra Bel.rr,.« Mhorepe Rpured Tcwuor,ewn Rio. lrrwarilJ�grLN to Revv 0venuminp /ncyuK pe+wor. Prehr Wwlwrer 01—ning value From Dealp Moment Ltenbd MwnW u emg juv connecion wo A r/1rcY Ic edjawM wepz 1NL 1] 11 iie-a N cp xrsa Fy s A.ar 1 {1 SXT G Ovelluininp revelance coneitlere oNylhe weight of the wall, the weiOM of the roof eupPaded by the wall, end conned'anle adjacent wall¢. Roofweighl suppoded by olherwa0e hac not been consideretl Cenneelion to adlacenl wall¢ie taken as die connection wpacily, not to eviceed that podion of the adjacent well weight Ihal— be reasonably andbuled b the corn mn WA m-ft- 4 Clwda V" a.. m1 - Dnit IWveiae Ie ARLY bOseseq.'MUM,xmsWs Nuaracnu Devpn Ne LtaFar M T—VplM�r [ee Caem.yr An-R,.' nu Mchm Rcenlance Leetlmg Repaired Ten¢Isn Moment Capavly per Lyyh (k'IVp) " Baee Mchor [lb) 47S.5 F.nit AM m l 41 1 T T 1 1 V!/ CxAnny C1aFpa rRv Bwr Ia%hap a-e Lean.gw.m MFPerf 1VH4 pµY IrBeN •aN a• _. r.r rW rah l4rr ere beIRrlFrf Baw awrAr 71aN F— raA.— vaerartwq Bhear Toivm , nllyCltleerp Ilnlly Re9w ed MadaNe w-II) Fromllaw anll,pT ,—j4 o-tvk Flats lYsfVs oK oF —. G%_ Page: 4 of 21 Date: 08111 /2016 STATEOFWA$ OTOr�p�pT.OF $Ott kFPliOVEIOVE"vUSTRIES FAS.FE,1�td I,C'1�'� 5E(,TiQfi! C SUUJ��;7 YQ C�� AND FIELD INSP�N CXT, Inc. (Precast Div.) Gunnison G- 9 2 (WA) � l! , \ � , p _ ! | ! ! . � | � 7 9 ! �= , |�|� � / /_� `§`�/k■ Page: of a Date: 08/11/2 5 CXT Inc (Precast Div.) Gunnison G.5922 (WA) ƒiE § ! i I )| § 4.• � ! � ■ w@:6 Q 2 G± pv/02 5 +q;oGo7 :±—.0 TUN CXT, Inc. (Precast Div.) Gunnison G.5922 (WA) \ \;i|�l:, - l.��• Page: 7y2 Date: Age es . |\I°\ ..;:'. R 4.! � !� \\ ! § ! |;; )2|;; •; . !« __ ! ! I } CXT, Inc. (Precast Div.) Gunnison G.59 2 (WA) 2 � III 2 | omil | , . Page: aya @leom,2@B } � � k CXT, Inc. (Precast Div.) Gunnison G-5922 (WA) Ip Gunnuun G-!M! 4FS{Fif tH'1l'AU-M•�Rh'EL 'VCI Page: 9 of 21 Date: 08/11 /2016 n. i11rr.1.LN h.4..tn�•2..nl wis�'•!f•.It• •anM.�wrwwww wr.w t•f a a�.aW i.11t 1. a t W. Iwlw•i � x�.�l �! •1 w.� W. h.Ur � I.w x..le. al r rttl gj ti'ffl . fl 1 • 1• IW levy w lu .r•w .t tY s.l+ �.tl an..tw �iMM� l+••11 I.wa[ y .r+flt IN a Lour -M-+4•.4 Wi .11 r-1 cm•.�:Ou.-nw on o�. f 21 CXT, Gunnison Date: DB/11/2016 Inc. (Precast Div.) GiG-5922 MA) Page: 10 016 O —oI Gp.nhp2 REIN FORCE MENT AT O PENINGS k—ZI11MI.IH A • •pk ��•[ IMriYmY+lo•.lti \mY Jl.r..e I.I..pW •rv�. 116uM �.•+ 1.1 W.•.Y[eYl �.� I'n.•II Ilbu.J xur•J \I. TW [I!u) Iw•IIuJ f��••l4W I.NI I>I: r1 ,h CONNECTIONS wawrcn.a. na.�m a ReYYo-ee sne.[ Gw[Iry rol �.. Deype GYrtYy R..w Oalp\ RwWc. �� Recerw fel \ 1 Gpaclry RIGIDITY - Y Iltl2'JJl!! STATE OF 0 A�i+RAl;DIIlf1U57f?ieS VASAEANREAti S(Ci14:1AP�itO`!FJ F SUF3SECT TO C9DE AND FIELD INSPEC;T'ON CXT, Inc. (Precast Div.) Gunnison G-5922 (WA) l' w. 1 Gulfllisw W:972 13L55CM OF WALL AMRKXQ W] F. vnitl..M.a sf — 1.,1 }11.3 1 • Ms. rN Il1.A. aegal . i W .1w..3:.0 Ya, �INnRM rHM1N1M.,nnw.l rY A. w.+vl.r Page: 11 of 21 Date: 08/11 /2016 Il'l1.lb.mp. A/W.�/•1'Mi. R'efli ,r• x..w..nl«..•«.aY„Is I�.I�.e wn Ae rawer - lv mow.. 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Gunnison G-5922 MA) Date: 08/1112016 REINFORCEMENT AT OPENINGS Ir .a4d .r. win nll as i.wLa� ISL ~ H S i nR1SH . I W4A kawl 41 ry9^u•1.^1 up...e IllwiewLi Lu.�llanl v<rhdlwl�„,I 41orr.1 �lawm I IIegN �,,,.y I.l u'yel,� n. ewlr.n. w I �v ew 1 aw gewt I IIP.•N II RC, pvxl LAW luln"v\.IjW Iluwl :11. CONNECTIONS .iF v •V r JR R•9MP11 L•Ikda.+�. Lb In.�• LaL.■ b.■ M..• T T :L'K al un. T-In �s 71tl 1016 AI]i__ r sli nn ii.�. ws. ME w/• n wr.� �.r nwL •n ou.xuy ny e Ol Prrhwa pr wch I Laaam d ardb \fall N'<hhr.l LOw Fan — v..4 r na Refarve 4Lp cf ON STATEdFlV1�SHl4iGi0R�++PT.Oi l �ki1:;lllil!lOUSTRIES FASPL01AEVifl'1 Ai ?li?iii;Yi't ,1LU 116 •1.' `�p3E`y+I1ut��L1� ANQ FIEI i31Pd5PTrGi1gN CXT, Inc. (Precast Div.) Gunnison G-5922 (WA) ru. 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M1Ot1N .. a y n[u� ri I6S tl II P.ype e.r. 1-)Nbilhl ul I'w Ia1A IeA.vvM -6.A 51. Opaing Ilnv�.W Lr.wx %—All..arj Lb,o ul xl�oing wmre Opmuig lLOFJ walua le.luhcdke 144eL"202 1 1 TfX ef.fa 1• all n'.w Pl} ulll a_al T a■ s.Jl n5o nel if eLtl RISI CONNECTIONS i�'7!i I�wli iRTiR liSR1I�>l��®�� Ouenlgy VPecxJ S�x�e.rcq eae .w .ldW.0 Onl Mar.F of Mchorc as aadi lob bem nAlm \1'og Prchet) L. oel Fa P] 1U3 a I T4%g] 15J &r.r S;ewaa.>,naBaee \I''a'+N.e'Crt.T+I' ReQuirbBac6healeOorlMfla GOaeily W) per [Wry. I CepWy fqa. IAl ely� —nn ReceNe f L ci'y Deed I RmiCanu I IAl fl p.pp Rel�Yc Cg +67s yR _ ll ble rJLa OK RIGIDITY C 411 ['•: nl nr: 219.4DISM ppv.xgl Opeln92 (�I7♦ ' lei_♦ 0 oy lw 0P^ng2 MIN SII1s��L'L�: �l♦tTT.I� Siidl:0=iv,�i114�!G�t'+•'InT:rz Gr Li•L'OklllClIIIGUSTftI�S F4s?LAIIk1'><r ;'t",l t!i,;1t3PI;OUEL sursaUaT Tgamr, AND FIELD I NSI CI ID N Page: 15 of 21 CXT, Inc. (Precast Div.) 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Gunnison G-5922 (WA) —.—emiR wd t�ao.i REINFORCEMENT AT OPENINGS 1 rw..w tsa .w. +i N1l.f •.Wk«I.I...I� N1tWv . -- a•U•.y'IN a.•fI •tl + op�uu,x Ilh.r..u1l.a.rlL'nladl n.val 1-1ggW • I "�'"�14e l mW.1h I Pn vWI .�.d f uv wW I nlu j f1 •'Pat pp III.tt51 pud4W fwr4d WJ Inv1. :19: ` LM.-. oyrnint 4V M.44 j 1w wn V -ej 11 !kn . CONNECTIONS �0� Page: 16 of 21 Date: 08/11 /2016 � VIA Requbad Sheer Cepaclly Qbl pc C,p,dlr I'"r`�'�N�r Dvalpv l bpvpq �ipia ITists�l rR�— 6w�/n I RNwtl..n BSh C a3i��'��L, � py,] RIGIDITY I)" I i Rvuwa t"Lay OK STATEOF*ASHIN6TCN0?''T• nee :ldGINCUSTRIES FRSP�\h!KeUi`l'I5. iICI;i:e'31�F� OVEu U Bjvt .IF 'fo UUU L ANQ flli. IPJSPEJ10N CXT, Inc. (Precast Div.) Gunnison G-5922 (WA) i I IGttnnilva [:5922 flLitGS OY WALL. 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In •1. v�1 N >vl .n.r.l ti IIF.W- I.T...•,•i a I.I.I ru 1 n w....J.na a a hurl...w i s h 1 0 rwv urwl rla- s-•• sarrl ra:[ lTnl �la,am ol: ox t ryLl•. STATE OF bVASHHGTON DEPT. OF LABOR AND IWDUSTRIES FAS PLAW REVIE'J'J SECTION APPROVED SAP 20''ZU1b SUWECT TO CODE i. AND FIELD INSPECTION Page: 18 of 21 CXT, Inc. (Precast Div.) Gunnison G-5922 (WA) Date: 08/11/2016 REINFORCEMENT AT OPENINGS 1 • T"Y x wm•I 1' Iti rint•m.vlW Fwi rw n 1L>t .ry rrn. eI FI w pWf•1 .ila L•.n14Yf1 n. Is•�rH x Olinimg Il.vwuP[e. 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Gunnison G-5922 (WA) Date: 08/1112016 11): Gunnison G-5922 Geometric ro erties ll+Nddih nrn+af ucl) x to A is ilsn+tth ofropf cl1 14.7Sn Ar Atca of Roof 12t 20 R^2 Is I1c1 +rihuddm 1 9.99n Lb I1cr+ Ih oflauddrn•1 6 $ R N'b IwAth nrhw 141.n) 1263 A Ab .Irea ofbuildm) x21 It`! RV rani vofymrllsl t Ali lAmx or%'Ault LiriO IS.44 R'2 AV f Arcs of Yaoll! 95.111 1['? 171 %•=91t 14 n J 33 n f'ah if-1o•.ed And aT buddm 1 75"n112 1Iw Ide06 of ntlodnatcr) 331A Load'n Wv f+Vci ht ofvaUM.. IS 175111 Mr.%roof and weitdio 7755lb IVw total reapspanel 160111 1261 16 Fw (floor panel we 5564 7b Wefrstirpatcd IVr hI orbuildinal 25934 lb lYcs'lcdtimatcd we ht ofbuildind IV? a 111) 44109 lb F9 Fr lrr+arr ro- toad) 176.4 psf IPSF1 Li%v Load) 4op 1 5loot IPmaxlMi mimumalloxnblepresm,c) tSUU sl Fr+r JMWFKS Uplift Fmccl 3926 'WLW fMWFRS lateral wind nmssurel 51 74 psF 1spCcLfx I+Aicht pry Icy) 62 4 per ••111c0l of Iaalt rind CoaInIMd ra srramg rentlmne. r Sal+dw faCWr 0JI I (IaCtor of MieieR wwo CHECK SLIDING RESISTANCE .7wrlsmlr%(rom swmrc aro)Vfla n rtr mow) $91r1,W16 Shear .7•Vwislriic ffrmnTannic analt>,s nidw+ut sannsl 5f7491Ib Wind a WLIRI s nr1tl►1'b,Lb)•11 S975 I lb • Lead adjtellanm per Mr. IISW 3 toad a 11-nwionr Midm Rrsisrance wilb Same )Y1We-•u•l f,•►1'r•.7d• PS Fr•A I) Fdsfrde• 1]a Whi it. I' ry ind - i^sl idr I Vuind FSxrnd = 21 ? 1.0 Q.A Factor of Safely Motnxc - IkAdc ) Vsnp,c Fdcismic • 22 1 n 0 K Sfiffing Rrtktance crab No Snatr I N+1rdc-u1.WWc Mhdc- 6+Z4 In It, F )•mind- F'aiak I Vl.rnd Fsllrnd • 1.1 1 2 IiA O.1L Factor arsarety Fsmu+rrc- N.lid.- IV'... 1.2 1 1 111 1 OX CHECK OVERTURNING RESISTANCE ,71 oucimrk frlaal xrvmc and.w wi dr sn J1122 to -d Shear 7'fW.sunte Ifrdm sewnrc�11 a+a IL rdrool apme) 31I44 ki A Otar+rd •tll'I.W •l.b'I 1'2 1 1 Nor.II•I.b•Nib^2/2)-1 3)9W4GIi ow, fl • r.nsdai jpstmem per Mr l6ni3 Inad Ctanbllratlorlt Owellr minx Itolsla n e• ail I+ finny f3aurmV• WWo IS'M-1 A+•W-2) ou._m - StlS•77i Lr n F FSnrnd • [XIMm, 0lnrnd F5xmd • i 12 ? L)r RK Factor of Safety F•Ssa+se+ur = Otrarrm r V4rvrue i ccinnec = 222 1ai 1.0 I IM dvrr)urnint Rain antt with fin Snow Olt-.A•wi:1 WWI ou Lie —A. 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Oi.1,ifl f4 @ dSw • W a • oU CITY I r1j 0ltAMDWI I STATE wf� ZIP 01g50 I FAX 3(00 V Property AddresslLocation U drffi Lake \O)FW ACC ss WOLU 'S - Description of Request tS TJ roDQ�k -- nt OF 0, � bw 6sz vault tkl,,-t wry a C r - as ro cr f - if Jmtu-+ to - e SW-nQ List/Describe Attachments 'PV de d nay--raJbVe-- s--r tb7 e D1 Ect nenI i ru "'e-M On (` , [ 1' auJ 1 r 1 S G it 1Ck5 rotas of *Lp- (4) in a. For Staff Use ❑ Code Interpretation/Clarification ❑ Critical Areas Letter/Analysis/Peer Review ❑ Request for Extension (Land Use/Plat Approval) ❑ Revisions to Approved Permit ❑ Tree Removal ❑ Zoning Compliance Letter - No Fee - No Fee (Actual Cost if Applicable) Check Current Fee Schedule - Check Current Fee Schedule - No Fee Check Current Fee Schedule Bulletin 4079 — January 4, 2016 Page 1 of 1 kA Handouts\Request for Administrative Decision