Loading...
REVIEWED RESUB1 BLD2023-1127+STRUCTURAL CALCS+11.1.2023_10.16.39_PM+3875851RESUB C � ENGINEERING 250 41h Ave S Ste 200 Edmonds, WA 98020 Phone: (425) 778-8500 Fax: (425) 778-5536 civil & structural engineering & planning ' . The following documentation shall be available on site for the building inspector: ❑ COE APPROVED ARCHITECTURAL PLAN SET ❑ COE APPROVED STRUCTURAL PLAN SET : ® COE REVIEWED CALCULATION PACKET • '. ❑ ENERGY CREDIT WORKSHEET = ❑ SITE PLAN ; © CIVIL PLAN • :® PRE—FAB BUILDING PLAN ■ ........ CITY OF EDMONDS BUILDING DEPARTMENT 2021 - - Nov 02 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2023-1127 ,...,.,... REVIEWED BY CITY OF EDMONDS BUILDING DEPARTMENT; STRUCTURAL CALCULATIONS Mathay Ballinger Park Restroom Foundation 24100 78t" Place West Edmonds, WA 98026 1013112023 CG Project No.: 23072.001 Protect Description This project involves the design of a new concrete foundation and anchorage for a Precast Ozark I Restroom being installed in Mathay Ballinger Park. Scope of Work We will provide stamped structural calculations in accordance with the current building code. Basis of Design Pre -Manufactured Dead 40,710lbs Concrete Bathroom Wind Parameters Wind Speed, 3-Sec Gust 97 MPH Exposure Category B Kzt 1.0 Mean Height 9.29 (FT Above Grade Elevation) Seismic Parameters V = (SdslW)/R = Cs*W Sds = 1.277 Wp = Seismic Dead Weight of Structure Summary There is no net uplift due to seismic or wind loads on the structure. The friction between the base of the Ozark I Restroom and the slab foundation is adequate to resist sliding. The restroom will be anchored to the foundation slab at the corners. C Description By Date MRD 8 22 2023 Project Summary Checked Date ENGINEERING scale NTS sheet No. 250 4th Ave South project Job No. Suite 200 Matha Ballinger Park Foundation Edmonds, WA y g 23072.001 1 28• F STAIRS- ' ' /4 ' / NEW PRE -MANUFACTURED CONCRETE RESTROOM ON THICKENED -EDGE SLAB i// 14' 16 . IX FOUNDATION � DEC DEC �- // 26• 4�--�`yA3IF E WOW /24 �' 14' �ASPENIN�T/I. FAo �pA�R I6" COURF P 22"OF VT1 4" 7,2 10 w'T ri\ F I /I I / CB RAY=3I9.89 IE 12" RCP(N - IE 12" RCP(S - 00488700100602 C O EIV GINS€RIMc, 250 4th Ave. South Suite 200 Edmonds, WA 98020 Key Plan 0 Park I_ J / FENCE COR. 0.3'(N) OF CORNER «1 = CB RIM-J19.82 IE 2" PYC(W)-J19.12 s 004911 i 2e�� N E808'02• E 135.76'(C)'- A I L07 CS RAY-320.60 1 IE 12' RCPP((N))-3ta.72 1 WARNER AL If 12' wc(s)=J1e.7o LOT 2 I " PYt(E)-3I8.84LAKE VOL. 15, F �11E BALLINGER RAY-319.44 HOMESITES ADD. 12" PVC(N)-Ji779 VOL. 14, PG. 99 IE 12" RCP(S)-317.04 — — — — — — — — — — — — — — - - — — — — — — — — — — — I I I I L07 I LOT 3 I I �I LAKE BALLINGER WARNER I I 2.5 x2.3' HOMESITES ADD. VOL. 15, l� �'COLUAAN VOL. 14, PG. 99 JDM cked e N.T.S. No. 23072.001 8/31/2023 Seismic Analysis Design Per 2018 IBC & ASCE 7-16 Seismic Coefficients Soil Site Class Occupancy Category Seismic Design Category SS = St = SMS = FaSS = SMt=FSt= Sus = (2/3)SMS = SDI _ (2/3)SM, _ Ta = Cthnx 1.277 0.448 1.532 0.830 1.022 0.553 0.11 R Factor = IE Factor = CS = SDSIe/R 0. Seismic Base Shear V = 0.044SDS1 = V = (SDSIW)/R = V = (SD1 IW)/RTa C � ENGINEERING 250 4th Ave. South Suite 200 Edmonds, WA 98020 3.0 1.0 341 D (assumed / default) II (non -essential facility) D Lat. = 47.781 Long. _ -122.338 Fa = 1.200 Fv = 1.852 Ct = 0.02 hn = 9.3 x = 0.75 (Ordinary Pre -cast Shear Wall) From Computer Program: Short & 1-Sec Period Mapped Acceleration Parameters (MCE) ASCE 7-16 (Eq. 11.4-1) ASCE 7-16 (Eq. 11.4-2) ASCE 7-16 (Eq. 11.4-3) ASCE 7-16 (Eq. 11.4-4) ASCE 7-16 (Table 12.8-2) ASCE 7-16 (Table 12.8-2) ASCE 7-16 (Table 12.2-1) ASCE 7-16 (Table 1.5-2) 0.045 W (Minimum Force) ASCE 7-16 (Eq. 12.8-5) 0.341 W (Governing Force) ASCE 7-16 (Eq. 12.8-2) 1.731 W (Maximum Force) ASCE 7-16 (Eq. 12.8-3) Seismic Base Shear Mathav Ballinger Park Foundation MRD lL " 08/24/231 NTS No. 23072.001 No. Wind Design (ASCE 28.5 Enclosed Simple Diaphragm) 2018 1BC ASCE 7-16 Building Exposure Exp.= B Section 1609.4 Section 26.7.3 Basic Wind Speed V= 97 Per Jurisdiction Risk Category IW= II Table 1.5-1 Top of Roof Height (feet) h= 10.166667 Mean Roof Height (feet) hmeen= 9.2916666 Building Length (feet) L= 12 Building Width (feet) W= 10.5 End Zone Width, a (feet) a= 3 Figure 28.6-1 Roof Angle Angle= 16.4 Design Wind Pressure, p53 Ps30A= 19.3 Figure 28.6-1 Design Wind Pressure, p53 Ps30e= -6.0 Figure 28.6-1 Design Wind Pressure, p53 P530c= 12.9 Figure 28.6-1 Design Wind Pressure, p53 P530D= -3.4 Figure 28.6-1 Height/Exposure Adjustm, Amaz 1.00 Topo. Effect Coeff., KZt KZt 1.00 Vasa = VUIt*U0.6 Section 1609.3.1 ULT ASD ULT Min. ASD Min. ps=A* Kzt * P530 ps=A* Kzt* ps30* 0.6 ps30A= 19.3 11.6 16 9.6 ps30e= -6.0 -3.6 8 4.8 P530c= 12.9 7.7 16 9.6 P530D= -3.4 -2.0 8 4.8 P530E- -18.0 -10.8 0 0 P530E- 1 -11.9 -7.2 0 0 X-Direction Area, A = 56.81 Area, B = 0.00 Area, C = 44.86 Area, D = 0.00 Y-Direction Area, A = 98.44 Area, B = 29.90 Area, C = 0.00 Area, D = 0.00 Total. Total ASD Min. ASD LRFD Min. LRFD 657.9 545.4 1096.5 909.0 0.0 0.0 0.0 0.0 346.4 430.7 577.3 717.8 0.0 0.0 0.0 0.0 1004.31 976.01 1673.81 1626.7 ASD Min. ASD LRFD Min. LRFD 1140.0 945.0 1900.0 1575.0 0.0 143.5 0.0 239.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1140.01 1088.51 1900.01 1814.2 Vertical ASD Min. ASD LRFD Area, E = 89.14-1600.954 0-960.57264 Area, F = 89.14-1062.271 0-637.3624099 Total:-2663.225 0-1597.93505 Description ENGINEERING 250 4th Ave South project Suite 200 Edmonds, WA 98020 Wind Summary Mathay Ballinger Park Foundation 23072.001 Min. LRFD 0 0 0 MRD Date NTS Sheet No. 23218.10 M 8/22/23. 3:03 PM ATC Hazards by Location A This is a beta release of the new ATC Hazards by Location website. Please contact us with feedback. 0 The ATC Hazards by Location website will not be updated to support ASCE 7-22. Find out why. JC C Hazards by Location Search Information Address: 24100 78th Place West Edmonds, WA 98026 Coordinates: 47.7811966,-122.3375836 Elevation: 324 ft 11) lu TI mestamp: 2023-08-22T22:02:45.910Z Hazard Type: Seismic Reference Document: ASCE7-16 Ja Risk Category: II Site Class: D-default Basic Parameters Name Value Description SS 1.277 MCER ground motion (period=0.2s) St 0.448 MCER ground motion (period=1.0s) SMS 1.532 Site -modified spectral acceleration value SM1 * null Site -modified spectral acceleration value SDS 1.021 Numeric seismic design value at 0.2s SA Sol * null Numeric seismic design value at 1.0s SA * See Section 11.4.8 Additional Information Name Value Description SDC * null Seismic design category Fa 1.2 Site amplification factor at 0.2s Fv * null Site amplification factor at 1.0s CRS 0.911 Coefficient of risk (0.2s) CRt 0.896 Coefficient of risk (1.0s) PGA 0.542 MCEG peak ground acceleration FpGA 1.2 Site amplification factor at PGA PGAM 0.65 Site modified peak ground acceleration TL 6 Long -period transition period (a) SsRT 1.277 Probabilistic risk -targeted ground motion (0.2s) SsUH 1.401 Factored uniform -hazard spectral acceleration (2 % probability of exceedance in 50 years) SsD 2.071 Factored deterministic acceleration value (0.2s) S1RT 0.448 Probabilistic risk -targeted ground motion (1.0s) S1 UH 0.5 Factored uniform -hazard spectral acceleration (2 % probability of exceedance in 50 years) S1D 0.833 Factored deterministic acceleration value (1.0s) PGAd 0.729 Factored deterministic acceleration value (PGA) * See Section 11.4.8 rysvil le efett v Mt, l4M ), Baker-Snoqualrme National Forest o e oRedmond mon o — _i. Map data 02023 Google Report a map error The results indicated here DO NOT reflect any state or local amendments to the values or any delineation lines made during the building code adoption process. Users should confirm any output obtained from this tool with the local Authority Having Jurisdiction before proceeding with design. Please note that the ATC Hazards by Location website will not be updated to support ASCE 7-22. Find out why. Disclaimer Hazard loads are provided by the U.S. Geological Survey Seismic Desian Web Services While the information presented on this website is believed to be correct, ATC and its sponsors and contributors assume no responsibility or liability for its accuracy. The material presented in the report should not be used or relied upon for any specific application without competent examination and verification of its accuracy, suitability and applicability by engineers or other licensed professionals. ATC does not intend that the use of this information replace the sound judgment of such competent professionals, having experience and knowledge in the field of practice, nor to substitute for the standard of care required of such professionals in interpreting and applying the results of the report provided by this website. Users of the information from this website assume all liability arising from such use. Use of the output of this website does not imply approval by the governing building code bodies responsible for building code approval and interpretation for the building site described by latitude/longitude location in the report. y' https:Hhazards.atcouncil.org/#/seismic?lat=47.7811966&ing=-122.3375836&address= 24100 78th Place West Edmonds%2C WA 98026 1/1 8/22/23, 3:01 PM ATC Hazards by Location A This is a beta release of the new ATC Hazards by Location website. Please contact us with feedback. 8 The ATC Hazards by Location website will not be updated to support ASCE 7-22. Find out why. ATCHazards by Location Search Information Mt. -Sequim Marysville Baker-Snoqualrni Address: 24100 78th Place West Edmonds, WA98026 whidbeyEvefett Is National Forest 324 ft Coordinates: 47.7811966,-122.3375836 Edmfs Elevation: 324 ft irk Timestamp: 2023-08-22T22:01:05.908Z Seattle °Redmond O Hazard Type: Wind Bremerton Ren*,cn IP le o M �o g Sea�Map data ©2023 Google Report a map error ASCE 7-16 ASCE 7-10 ASCE 7-05 MRI 10-Year 67 mph MRI 10-Year 72 mph ASCE 7-05 Wind Speed 85 mph MRI25-Year 73 mph MRI25-Year 79 mph MRI 50-Year 78 mph MRI 50-Year 85 mph MRI 100-Year 83 mph MRI 100-Year 91 mph Risk Category 1 92 mph Risk Category 1 100 mph Risk Category 11 97 mph Risk Category 11 110 mph Risk Category III 104 mph Risk Category III -IV 115 mph Risk Category IV 108 mph The results indicated here DO NOT reflect any state or local amendments to the values or any delineation lines made during the building code adoption process. Users should confirm any output obtained from this tool with the local Authority Having Jurisdiction before proceeding with design. Please note that the ATC Hazards by Location website will not be updated to support ASCE 7-22. Find out why. Disclaimer Hazard loads are interpolated from data provided in ASCE 7 and rounded up to the nearest whole integer. Per ASCE 7, islands and coastal areas outside the last contour should use the last wind speed contour of the coastal area — in some cases, this website will extrapolate past the last wind speed contour and therefore, provide a wind speed that is slightly higher. NOTE: For queries near wind-borne debris region boundaries, the resulting determination is sensitive to rounding which may affect whether or not it is considered to be within a wind-borne debris region. Mountainous terrain, gorges, ocean promontories, and special wind regions shall be examined for unusual wind conditions. While the information presented on this website is believed to be correct, ATC and its sponsors and contributors assume no responsibility or liability for its accuracy. The material presented in the report should not be used or relied upon for any specific application without competent examination and verification of its accuracy, suitability and applicability by engineers or other licensed professionals. ATC does not intend that the use of this information replace the sound judgment of such competent professionals, having experience and knowledge in the field of practice, nor to substitute for the standard of care required of such professionals in interpreting and applying the results of the report provided by this website. Users of the information from this website assume all liability arising from such use. Use of the output of this website does not imply approval by the governing building code ladies responsible for building code approval and interpretation for the building site described by latitude/longitude location in the report. 0 https://hazards.atcouncil.org/#/wind?lat=47.7811966&ing=-l22.3375836&address= 24100 78th Place West Edmonds%2C WA 98026 1/1 Topo North America TM 10 Perrinville I 188TH ST SW iera 182 GF.TOR La 1n Alde wA Manor JAIderwood'Viflaga 3 Lynnwood ao = 524 r i _-- LASP,ERS_ST I 4, ¢ u et ? m i 181E o Cedar Valley ? 104ST Edmonds MAIN -SST Seattle Heights 3 0 /V u) t r J ` 3 D/212TH ST S wD`OIv'� C N 212TH ST > 9 Y Edwards Point 1 ��� umi )�- wAY gg all p f� = 1,79 LU D �� Q �— 220TH1 ST SW I m 220TH SW 7 'A Woodway \Fo Espera a, = Oo 17s P 0'yp Sz T IN 2"I'll ST S o =7 m �� y i Mountlake Terrace ACHUSETTRD T �j 3f i S 24100 78th PI R A com i Brier Point -Well ml = �p v O m ---------------- - NW 205TH-ST 9Lr44TH ST SW •y w� A (pm m Ric timond•Beach �? < Ech Lake 178- G ILIl'ir// O- qy r z ~ z r e 4r w N 185T ST m F � �q , w f2 Rich Highlands w 176 a 24TAVE NE B N 17STH S . ? PtIV R o North City, I 6Yj 176 _ Lake F 'S e-Q• _'`orestY rk - 104 522 sy Oise Shoreline Sheridan Beach l Cr � � B '�h Ronald Ridgecresb a � GO k 0 The_Highlands BriarcrestT¢ (P? z P99 Spring,Beach D arkwood -NE-155TH ST z ,, _s�= Lake m z V a Evergreen 175 Param uo nFP_ark �v �'� R'ashingtoni Arrowhead Point - N W `145TH ST Foy i EDGEWATER_L'N_NE Briercrest 465.2 ft 4,530.07 ft DOES NOT MEET ASCE 450 ft 7-16 26.8.1 CASE 3. (SITE IS NOT LOCATED ON UPPER ONE-HALF 400 ft w n OF HILL) Site location K�, = 1.0 2,349.41 ft 350 ft I ft 300 0 mi 2,640 ft 1 mi 1.50 mi 2 mi 2.50 mi 3 mi 3.50 mi 4.01 mi Lin Dist: 4.0 mi Terr Dist: 4.0 mi Elev Gain: 45.3 ft Avg Grade: 2 Climb Elev: 255.6 ft Desc Elev: 210.4 ft Max. Elev: 465.2 ft Min. Elev: 312.8 ft Climb Dist: 2.4 mi Desc Dist: 1.6 mi Data use subject to license. TN Scale 1 : 62,500 / * 0 % 'h % 1 © DeLorme. Topo North America TM 10. MN (14.6-E) o % z km www.delorme.com 1" = 5,208.3 ft Data Zoom 11-6 R ci CD Q s O Z 0 a F 3 C' '3/Ib:H10b ��a EDARANAY M ld ONZb j 39TH•PL NE N�BTH PL NE / NE % pVE NEB x N.3nV�H18E J/ r. 31� . ti g7j,N Q NE �ti 44TH AVE�V�M-gAV_Oa bxJ-� 1 1� �° 4 TH AVE x N 46TH PL W 1 N N 35TH AVE NEI'Py �ry�0 N�35TH AVE T�fEW �� pV 4A z S ��� ��� v c6 �� o 46T ry ¢ x c�i v~i ro 48IH:AVE W a ry F. 49TH `m ��-SOTH AV WM w O�� 1 W J�"I S i b 30TH AVE, NE '- �I e N of % �� O� z ti �NZ£ y L W w ?� rn' _ 2 U` o N N ld• lt6b r m M 3AV HlpS� vi m_3 N M ld y 52ND A E/, Y n m_� ' I = ' '_ y0L = H105 F - ~ 3N ]AV FI1LZ v� ^ o oT� 7''�� 0 °: �` iw 3N N)� I o Q c_ Mr3AV ONZS 53RD-AV,E W 53RD A 7 V�'1 1 O_� W 2 / J o z �. _ QNZZ ,Ix- Cl) 6 M ld Hlb N 6V AVE W m_M •-N 3 xl ^� C��' 3N ]AV __ o~o', uj 3N'3Ad H10Z . ry L 0 �ov'i[T = M nV HlS TH AVE-W 9THrP� L-W I� m a Q' u c t ai '�0� 3N.3AV H18T 2 !ll� z �n d_v~i _ L a AVE-W S1=T-- t1- Fr N .( fl _--- p- ��_ vi_ x �sr9V 0 �3(i0 4 3 j 11H�A. 6" ? � � � �o�14TH AVE.NE�I4TH` E•NE� ---. I 314and H15T a"i_o 3N 3AV H1bT N �• •wl{ �-•� 3N 3nV Hl£T zro 3N 3/�V Hl•ZT I3N 3AV_Hl 3N_3AV HiT-T 3N /.It/ Hli•I w >7 3N 3AVIH10T z 3 � N c+) io 66TH AVEAV.E W 1 W Ln d N 66lH= y x �+ M'3nbHl � x =M 3AV H189 M ld H1L9'_ xl �9 v u \ I N 3 d ry M 3AV H10[ `� <n` 3 ^'�'2� 72ND AVE W rn _ - '� RD S� m � = 3N 3AV Hl6TH AVE NE lw7 3N 3 _H1L z I ,o 4TH AV NE AVE NE w 3N'3AV`H1 �' p z t-- i Y! SUNNYSIDE AVE•t. m o ° o � U N W pLW 74TH AVE W 73 ti ` ;o �I , ry c 76TH AVE' W v -� =�76TH g- ,,, z I TI COR- AVE N _6 - N 3AV SSIIaOJ N J r' � - ��- 32 F-LL� -Jldi' 1 Ve x = o to BURKE AVE-N w F ¢ Y N W g 77TH PL W 77TH AVE W. �2/ r N �a - 3AV 31121f19 ld 3N21N9 \- 3 -ld H 78TH AVE W 78 vi F M ld Hl8[ c AVE W� 80TH - } a s m_N ? (n z _' { O _�_ r c O z z G N z N _3AVEtW�"1 815T AL_� I I �82ND AVE W ' 82ND•PL W U n E _ ^ saw 82ND AVE W R H H 1 wi t rn a� �+ a 83RD'PL W' rn 83RD•AVE W = 3 of ?1y7-h NLW3 O15 co Z I v �� Z _ O 2 N N w � nn N �J N M AV H1S8-H-Lb8 86TH P dW '� 2� = U, �I4 4 87TH PL W- 88TH WNW p, �� - z—O rn I�G� � ITMAN=AVE=N� ., a, ,�-� m AddW1IWM 4O z z LINDEN AVE N "' �f 34NI1 QV� N 3AV NaVd fl Y _ g m� N 3AV 1N0W321j LIJ U W Q I_ o E a _ co M E 0 N Q }�yZ�3Q ry rvl oy \ii , 3 M ld,H106 D "0 AV �O N 3A-N0:LSNVAB N`ld•NOL I AVE ALATINE F- LLJM U 2 LU O W w Mo Do abM c O 92ND AVE' W I b m/ o vi f- Z n 93RD PL- IN 94TH AV,E W (� 9STH P' o L9 95TFi'PL W z ~ `M ' 1 F� N r ����t , SST AVE N �.�' N_3AV 3NI1VlVd 1ST AKEVE,N�W, Ir p-AVE NW ' _ MN 3AV 'NZ . MN AV Cl MN 3AV aNZ `^ (n W � Z g V O H - O W Z O o 1 W Z cn J o_ I_ 0 o u� Q 97TH AVE-W97TFi" EW N 97TH PL'W pL OTH PL S I� }9TH �AVE'W-�� I- 98TH•P MN 1 N.3AV 42iE o MN - T� / z P 1IV H •3/Ib, " ry �[ rl 1 c co U) N � 2 u W W o H 10�N I I 9TH`AV,E S 1OOTH AVE W_Ju �+-�- l�� v�-Cn E- _ 811 AVE S 8TH AVE Py /T a N '� lu S I 8TH_AVEiNW Z C; w 3 z + 0�P HAVE N,, z �Q N 3AV�H10 O - Z w ❑ O O Y w B AVE S 7TH'PL ,C� 7TH AVE S O�Oy M-M—d c �AAVESA 6TH AVE-5 J; 106TH AVE W ' 0 �O ` AV - Cy u�'i-F• \ 12TH�AVE NW1G��p- MN� 12 i H f m. aNSF 1 MN �.� I C) o N E rn o E m E v o NI NJf112fVI2lj Ea w i p , M Id H190T �� `' w -'w M Id 1LO,I N ld HlEi'fCV o ��+� ° p N-3 MN�Id Hllb 15TH AVE NW dj -- z, b 2 o a 0 Lo p Ci Gj i w w a N -- M 3AV H180L N ��.` �� OBI 2 u Tj.Tj�oTH,pL02� O kVM S0N0WO3�y y� O PARKRD O' I M3AyNlbti 18TH AVE NW __�� mN-3AV_H� 20TH-AVE NW d °S � m N12i39WI1 c I _ 1= o J W.R_;__LN � 0 �.z0 E _ U 0TKA-RD;00;�W00DWA +^ l� E v o o o U ,' 7i $ MN 3AV Hlb • ¢ N v It M M N O'd NOONIH� O N 3AV H19Z E� aD Inn Q C L U 0 o z 0 a a d w E 7 J o O Topo North America TM 10 Perrinville I 188TH ST SW iera 182 GF.TOR La u, Ald rwA Manor JAlderwood'Villaga 3 Lynnwood ao = 524 r i _-- LASP,ERS_ST u I 4, ¢ m i 181E o 104ST Edmonds MAIN -SST Seattle Heights N 3 0 /X a) t j 8p 7� wD`OIv'� rl � = /212TI9 ST S C o > 9 Y 212TH ST'SW Edwards Point 1 ��0 umi tom- wAY 99 v _ - pr, f� 1,79 LU v a w �- 220TH ST SW m 220TH SW �� O� �Woodway \Fo Esperan 7 '4 (n 0 A 17s = P m r� y i Mountlake Terrace ACHUSETT RD T N • 3f 1 2 � A 24100 78th Pl W Brier Point,Well ml •�}P �L ; D y !z _ NW 205TH-ST 9L 244TH STiSW 0 ---------------` 03 W �1✓ LG2 Richmond Beach �� < m Ech Lake 178- ~ L B - 9l! z r w F � ` Richmo d Highlands z 2S D w 2 176 a H-AVE NE 1� N 17STH ST o North City S B�, Lake ForestTark 1ST 00� 104 522 176 Sf Oise Shoreline Sheridan Beach l Cr B 'tl1 Ronald GO Ridgecresb a k `\ 0 D_The_HighlandsBriarcrest�N\r O 99 = (P? Spring,Beach z Parkwood D -NE-155TH ST z ,, _s�= Lake m a �v �'� Ii'ashingtonl z Arrowhead Point Vf Evergreen 175 Param uo nFP_ark - N W `145TH ST Foy 1 EDGEWATER_L'N_NE Briercrest � 464.4 ft 1,09 .40R DOES NOT MEET ASCE 7-16 26.8.1 CASE 3. 400 ft (SITE IS NOT LOCATED r ON UPPER ONE-HALF OF HILL) 350 ft 0 Site location K=, = 1.0 300 ft ft 531.68 ft ; 250 0 mi 2,640 ft 1 mi 1.50 mi 2 mi 2.50 mi 3 mi 3.50 mi 4.01 mi Lin Dist: 4.0 mi Terr Dist: 4.0 mi Elev Gain: -5.2 ft Avg Grade: 4 Climb Elev: 427.4 ft Desc Elev: 432.5 ft Max. Elev: 464.4 ft Min. Elev: 278.6 ft Climb Dist: 1.7 mi Desc Dist: 2.2 mi Data use subject to license. TN Scale 1 : 62,500 y © DeLorme. Topo North America T"" 10. MN (14.6-E) 0 www.delorme.com 1" = 5,208.3 ft Data Zoom 11-6 o 0 p 0)m CD o m 0 3 m m U) CD v b o m 3 0 z 0 o � m D m v Cv w w o 0 0 26TH AVE NrW'I 4TH AVE NW � 00 CHINOOK R,DI O _ n r o o 114rH ° TIMBER LN AV(! DOOM OO�Ob-tnlio___OLLNN/ d 0 ON �bdd 00�?E MONDS WAY o • a p m p 3• So / MN 3A1 T �O�f m p 7TH"AVE'NW o r'�""r� �" �' 2C �� -:�, AN 3Atl H18T N�-a39WI1 <2��i� m i p Ao or T M ld H10TT o 3> W, n a z < oo A A �. fJ _y �I= rz ay �� % f �'z N 0 1! MN 3Atl H1ST 4� H PL�NW-z a o 13TH PL NW ^ 'Z 3THgV G `I`l1`? \ jy b. .�_.... F y �l 1-� W. x- MN 3Atl_H1Z'T N 1'077TT II PL W 108T,wH-AVE W,d mz r Y aRIgR UCK LN 6TH PL W X a W o = N N M 3Atl H�90�T O�� S 3ntl H19 o v v W-w v� S_3Atl tl ro—m rn O a - A p� �� S 3 tl H1L c a� :u� yL a Nd3- Hi O 10 HAVE N i 14 :� �, _ S ld.H1L S Atl-9 I _ �. w a m 3�V Hl8 S 3Atl Hl8 u�i z rCC�y 2� s MNi 3AV Hl8 ri I `qi E-NW 4TNA Ftdo I r �1�-� 1� M 3AV- H100 5 3Ap H16 O`< `z' t i_M.3AV H16' 6 .H186 S ld�H101 Meld Hl•L•6 �,, UAV I 3 3RD AVE W `VF�Nby m 2ND AVE NW 2ND AV NE W. 2 - MN 3Atl. 2N i AVE NWO M.3. H1L6. H1L6�J�LJI m N\ kz- (�� ' ld/S6 d _ p p �' �MNzjcrr�dy1ST d H1S6 = M 3AV Hlb6 M ld Ob£6 SNEq Z y o p m CD p PALATINE' AVE N nti, MN 3Atl 1ST N 3AV 3NIltlltld , ,� 1� 1 �s 03 1 DAYTON.PL-N EVANSTON AVE N O� 3AV NOLatlO s VqL' o M'3Atl ONZ6 /pY 90TH PL W y N N y p - Oto FREMONT AVE N �� a - N o c o N PARK AVE N �na� LIJNDEN A N z WHITMAN AVE m 85TH I� -M ld H1L8 ^D N old H198 �� ' 3-� 122.31 ft N 3Atl N30NIl z D z O Z�N 3A�d=N�VWIIH - z ry 1 �� I z fm a (n r 84THvi g o Mld•Ob£8 tp M 3%�tl-GdE8 W vi a A STO. E CT N x 3 x tD m z W M ld_c Z8'- � M 3�tlrONZ811 1= M3Atl ONZS x 1ST8 S,T814 :E 3• - z- a Id .? 'z m v z rn v O BURKE'PL N- o r BURKE AV p_ c x = B �� i r F I� N.3AV-3Ni109 _ AGL� rIM�3Atl 108 , 78TH PL W : 8L A M -3AV H1'SL H PL- ^ 1- M MV HILL M id HILL A M19L- I 1"v, I o M 3Atl H19L X m m < O o ipL�- -a�,�I S c �� I NIL CORLiSS AVE N z ` � � N 3AV-SSII'dO�T 3AV 301SWNnS z I V� lzcn ti e -�- -I c '� r' £L M 3AV H1bL a ti Id 0� _ so m (n N 70TH AVE W �° M 3Atl ONZrL o < A ��° 1 w Iv 0 3 - 4TH AVE-NE m p .r c 3N 3Atl 4 z 3N Atl Hl17 °' G0 1 � 7TH AVE NE = 7TH ENE m� 3N 3Atl Hl9 �^ D m lOTH�AVE NE L MTH AV NE f1TH AVE-N H=AVE NEI -4 m a a ` �� - I \ 68TH AVE W,o x 67 = -.67TH PL-W 1 I THAVE-�y v +� N l m 199 m i M , H 1 M 3AV H199 fl; M 3AV H159 rn 1�9 •f I �' I s = a O� 6 D AVE IS` 2TH AVE NE °Dm. 13TFI-AVE-NE 14TH AVE � � J�n�D W 1� �✓ °! 1 � w v O O'er p 0) m N In r - rn v 15TH AVE NE bTl J o�' N- 3N 3AV-Nlb_Sfo S, jz 5 a 18TH AVNE r1 0� r m o E'a I•A ui m ^' 20TH AVE.NE M•3AV_LST,9L=i i l2 ' 1 m N A 19<< M l'd 5 M'3Atl HI6 N� H16 57TN D < W 01 o Z ao O y Z r m O m o d, _ 7 _ ��a - 22 N D AV E N E ��nmi I v/ ,L y � H CN mi 2 r /? 0 /(/ ' NE z �, o N M T ? OD / a. M y 4TH PL W �tOn ND AVE tl Ob£S I-V oNZS 1 AVE � �SOT.H' m CD < o O v o 3 -' m m = D w D (n m �, �- a i SOTH 2JTH AVE N E ? 0�' _� • _ I 2m ti m O?� �. Z M l �- �. AVE y� a PL W m in�,AMAAV 49�TIH-PL WP\; H16b x—w=y-f N \ 05-�< O OZ ry O m ca n m n p m 3 ^a�a �6 Nv �' - i� 3N'3ntl HIOE (V6� AVEN zy y ' �� MI y I1r N O M 3Ad H%T8b 19b �m x v �1 a o N N, M ldrHl9b A I_J .• 3 D CD A S v �ti s M M - 3N 3AV H1SE �O 3N 3AV HIS£ ��_ i 1� NiL£ 4 > =J N 3(d �yM•_btl037 3 3_A_tl Hlbb_ .. rrs � _-= 43, D=AV\ W N1 3AV HlbbCD _ . J o� J 42ND PL• fv q r 40TFi• in `� ci m 3. / d Ny i�BTH�AVE'N I _ aNan 3N ld H16£ 3N �d H18£ y / 38TH: o PRING HINGE k5x4.5 EX ERIUR LED LIGHT FIX URE 30,8 GALVANIZE DOUR SSY IGN CS SYMBOL -2) AS RE UIRED) ANCH PRED CTYP R NAIL ILL 1/ 8 PLC 1/4 x ' ) /4 28. 2 sf C 44.86 sf 27.99 3.00 i 3.00 3 -9• THRESHOLD- -0' 3-9• B 5/ 6' (TY ) 11' 10 5/8 LEFT END ELEVATION OP IONAL DRINKI NDA CO I. FOU PLIAN TAIN DUAL /CANE EIGHT SKIRT 15.05 B 14.85 B sf sf , 49.22 I , 4 .a BA NWOOD WALL EXTUR g A sf I I I I " � 6' 6' V-6- V-6- 15'-1 RIGHT E D ELEVA ION 010 ' 44.57 sf 44.57 sf 0 � I E I 44.57 sf I I OVERHEAD VIEIN ENGINEERING 2504th Ave. South Suite 200 Edmonds, WA98020 425.778.8500 www.cgengineering.com Description Wind Force Area Breakdown B" MRD Datbg 23 2023 Checked Date Scale NTS Sheet No. 11 Project Mathay Ballinger Park Foundation Job No. 23072.001 Input Values B = 126 in (Least out -out dimension of equipment footprint) L= 144 in (Equipment Length) d = 121 in (Distance between anchors/Smallest moment arm) H = 111.5 in (Equipment height) Wt = 40710lbs (Equipment weight) S& = 1.022 Seismic Coefficient = 0.341 Applied Forces (LRFD; see previous EQ & Wind calcs) FEh = Seismic Coefficient * Wt = 13882 Ibs FE=±0.2Sd,Wt= 8321 Ibs Fwh = Per wind design sheet 1900 Ibs Fw, = Per wind design sheet 1598 Ibs Overturning Moment MOTE = FEhH/2 = 773,928 in-Ibs MoTw = FwhH/2 = 105,925 in-Ibs Resisting Moment MR = (Wt)d/2 = 2,462,955 in-Ibs Max Uplift Load Combinations for Max Uplift LRFD ASD EQ 0.9D+1.0E 0.61)+0.7E Wind 0.9D+1.0W 0.61)+0.6W LRFD (Ibs/side) ASD (Ibs/side) TE _ (1.0M0TE 0.9MR)/d + FE /2 = -7,763 TE _ (0.7MOTE 0.6MR)/d +0.7FE /2 = -4,823 Tw = (1.0M0TW 0.9MR)/d + Fw„/2 = -16,645 Tw = (0.6MO, 0.6MR)/d +0.6Fw„/2 = -11,208 Max Shear LRFD (Ibs/side) ASD (Ibs/side) VE = 1.0FE/2 = 1 6,941 VE = 0.7FE/2 = 4,859 Vw=1.0Fw/2= 1 950 vw = 0.6Fw/2 = 570 Wt - Fv Summary of Anchorage Forces LRFD Tension, T= NO UPLIFT Ibs/side Shear, V = 6,941 Ibs/side ASD Tension, T= NO UPLIFT Ibs/side Shear, V = 4,859 Ibs/side µ = (0.35) (Conservative, includes F.O.S = 1.5) Friction Force = µN = µW = (0.35)(40,710#) = 14,248# > 4,859# (V) Summary of Anchorage THERE IS NO NET UPLIFT DUE TO THE WIND OR SEISMIC LOADS ON THE STRUCTURE, AND THE FRICTION BETWEEN THE BASE SLAB AND THE SLAB FOOTING IS ADEQUATE TO RESIST SLIDING. NO ANCHORAGE IS REQUIRED C� Concrete Restroom Anchorage MRD 0 EM�14VE€#�IN� Checked No. 250 4th Ave. South Mathay Ballinger Park Foundation N.T.S. Suite 200 Job No. Edmonds, WA 98020 23072.001 08/24/2023 OPTIONAL SKYLIGHT SPRING HINGE 4.5x4.5 (TYP 3 PLCS) 3068 GALVANIZED DOOR ASSY , VENT PIPE SPRING HINGE 4.5x4.5 (TYP 3 PLCS) 1 EXTERIOR LED LIGHT FIXTURE SIGN (SI-2) �(SAS REQUIRED) ANCHOR NAIL 1/4 x 3/4 PREDRILL 1/4' (TYP 18 PLCS) 3068 DOOR OPTIONAL ADA COMPLIANT DUAL HEIGHT DRINKING FOUNTAIN W/ CANE SKIRT / CEDAR SHAKE TEXTURE ROOF BARNWOOD WALL TEXTURE iwom THRESHOLD FRAMELESS MS-2 3'-8' 6 5/I, (TYP) WALL VENT (TYP 2 PLCS) 2'-8' 11'-10 5/8' F ❑ R 1'-6' 12'-0' 1'-6' LEFT END ELEVATION IF RIGHT END ELEVATION BACK ELEVATION REFERENCE ONLY EXHAUST FAN OPTIONAL SKYLIGHT A EXHAUST FAN 8 1/2' (TYP) 12-0' 15-0' LEFT END ELEVATION SI-z ANCHOR NAL 1 jkX 3068 DOOR ASSEMBLY 3800 N. Will. Bldg. (/ Sp w% WA W216 w- C"® Precast Products 901 N. Highway ]] Hft—, 1X 7660 6Z-ARr 1 CXT STANDARD BUILDING BUILDING ELEVATIONS OZ 1-02 13 OPTIONAL SANIFLOW HAN OCCUPANCY SE CONTROLLED EXHAUS" COAT HOOK ONE WAY OVAL 8x1 1/4 ANCHOR LEAD 6-8x1 PREDRILL 1/4' SECTION C — C iERVICE PANEL CXT I.D. TAG BLIN➢ RIVET 1/Bxl/4 (LOCATE ABOVE CHASE DOOR) FOR REFERENCE ONLY VANDAL RESISTANT WALL HUNG WET LOCATION 4' LED LIGHT FIXTURE OCCUPANCY SENSOR ACTIVATED (VPFB-4-28W HP-4000-120-CP-WHT-WET-OCC-TX/SD) 3' DIA PLUMBING VENT PIPE �--I CONCEALED TYPE FLUSH VALVE D �W/ PUSH BUTTON OPTIONAL 18'x36' MIRROR LAVATORY OPTIONAL SANIFLOW HAND DRYER a o I h C fJ L►D 10'-6" SECTION A — A �/VERTICAL GRAB BAR 1/2' HORIZONTAL GRAB BAR ANCHOR NAIL 3(QTY 9) PREDRILL HOLEE 3/16'/16' DIA �.I FLUSH VALVE BOWL SECTION D — D AINLESS STEEL DISPENSER CHOIR NAIL 1/4x1 (QTY 6) EDRILL 1/4' COAT HOOK ONE WAY OVAL Bxl 1/4 ANCHOR LEAD 6-Bxl PREDRILL 1/4' GRAB BAR TP DISPENSER TOILET PAPER ROLL COAT HOOK DOOR STOP I ANCHOR LEAD 6-8x1 1 2 1 OCCUPANCY 3808 N. SU 11— Bldg. #1 Spokane, WA 99216 SENSORIED EXHAUSTT FAN FAN r__ r Q ,IIII'lll' 7 Precast Products 901 N. Hgh,,y ]] Hillsboro, Tx 76645 67—ARr 1 CXT STANDARD BUILDING b I ��i°ai e m. nm minx° y ew Ma+N« a«N� ammrIX `«m, ina�ue°� H n m.amlmnH « n mmr�rar�a ott n�u r-1o" 3'-0" o m SECTION B — BINTERIOR ELEVATIONS 07 1-03 14 OPTIONAL FLOOR PLAN FOR REFERENCE ONLY 6' DIA ELECTRICAL BLOCKOUT HOT WATER TANK 4' CEILING MOUNTED LED LIGHTING FIXTURE, MOTION ACTIVATED 2' FLOOR DRAIN (FIELD INSTALLED) 24'x16' PLUMBING BLOCKOUT 180E N....—SABI,,lli. Bldg. jl Spokane, WA -1B m C Precast Products 801 N. Hlgh.y ]] HIM— A 76M OZARK I C%T STANDARD BUILDING OPTIONAL ADA COMPLIANT DUAL HEIGHT DRINKING FOUNTAIN W/ CANE SKIRT NOTE ELECTRICAL AND PLUMBING COMPONENTS ARE FLOOR PLAN SHOWN FOR GENERAL ARRANGEMENT ONLY. SEE SHEETS OZ 1-16 THRU OZ 1-19 FOR COMPLETE N0' SYSTEM DESCRIPTIONS. OZ I-04 15 606 N. Pines Road, Suite 202 Spokane Valley, WA 99206 800.696.5766 www.cxtinc.com INSTALLATION SUGGESTIONS FOR OZARK I FLUSH RESTROOM 1.0 MEASUREMENTS A. Building Check drawing for actual dimensions and weight. Weight: 40,710 Width: 11,111, Length: 12' 0" Height: 10' 2" 2.0 INSTALLATION A. Placement The floor of the building should be the high spot of the chosen site. Finished floor elevation should be 3-6" above the natural grade level with pathway slopes up to meet the entryway. B. Excavation and Compaction The base area for the building should extend beyond the floor by at least 6" in each direction. Excavation of the area must be large enough and deep enough to accommodate the base area. Water, sewer, electrical, etc. lines need to be placed before base material is added and compacted. See drawings for placement of utilities. Compact the bottom of the area prior to placing base material. A minimum of 6" of a compacted 3/a" minus angular gravel material (i.e., road base) should be used as the base material. The material should be placed level and compacted to support a minimum of 1500 pounds per square foot. The base must be confined to prevent washout erosion or any other undermining. This base will provide support, leveling and drainage. The base also limits frost action. C. Recommended Lifting Equipment CXT can provide a drawing of the recommended lifting/rigging arrangement. Crane of appropriate capacity to lift and place building (40,710 lb.) onto designated site. D. Utility Connection Mechanical drawings can be provided showing locations of stub up area and plumbing and electrical hook-ups. E. Access to Site Delivery to site is made on normal highway trucks and trailers. If at the time of delivery conditions of access are hazardous or unsuitable for truck and equipment due to weather, physical constraints, roadway width or grade, CXT may require an alternate site with better access provided to ensure a safe and quality installation. In any such case, additional costs for cranes, trucking, etc. will be charged to the account of the customer. 16 Ozark I Flush Restroom Installation Rev. 1-0812712027