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19-2174 Meridian Signage PlanCITY OF MERIDIAN RESOLUTION NO. 19-2174 BY THE CITY COUNCIL: BERNT, BORTON, CAVENER, LITTLE ROBERTS, MILAM, PALMER A RESOLUTION ADOPTING THE WELCOME TO MERIDIAN SIGNAGE PLAN. WHEREAS, the Welcome to Meridian Signage Plan is designed to enhance and support Meridian as a premier City that is built for business and designed for living; and WHEREAS, Meridian is the population and employment center of the Treasure Valley, surrounded on all sides by other cities; and WHEREAS, recognition and identity are important to the City's livability factor and meeting economic development goals; and WHEREAS, the Welcome to Meridian Signage Plan, as set forth in ExhibitA hereto, establishes a framework to locate entryway signs along streets throughout the City; NOW THEREFORE, BE IT RESOLVED BY THE MAYOR AND CITY COUNCIL OF THE CITY OF MERIDIAN CITY, IDAHO: Section 1. That the Welcome to Meridian Signage Plan, as set forth in Exhibit A hereto, is hereby adopted. Section 2. That the Community Development Department is hereby authorized to implement and carry out the Welcome to Meridian Signage Plan, as set forth in Exhibit A. Section 3. That this Resolution shall be in full force and effect on December 1, 2019. ADOPTED by the City Council of the City of Meridian, Idaho, this 12'x' day of November, 2019. APPROVED by the Mayor of the City of Meridian, Idaho, this 12" day of November, 2019. APPROVED: ATTEST: 0 E 0 W c 0 o c +- M (A ra Ln O L p - O O to O U 3 O + Y C L (D _ C v £'• v tp O O + `- O VI V) 4 0 N .0 ro ci @ 0 C (0 tp U cu a) r- 4 � ni p E4'E E � C >. 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H ZM ?/t-. L b "z/LL-.l z pa Hao�F04 u oa^'gyp 04 Y Z O Ow N N J ƒ j A@« .5z § � .9 w F -M, = Pit': (\§/° co- § m) / b § ■ June 22, 2015 Idaho Electric Signs 6528 Supply Way Boise, ID 83705 Attn: Rick Berry JOHNSON DESIGN & ENGINEERING, PLLC 1900 N. LAKES PLACE, SUITE 100, MERIDIAN, ID 83646 Office: (208) 939-1045 Cell: (208) 608-0008 E-mail: tim@jde-idaho.com Re: City of Meridian - Meridian, ID 11x6 Monument Sign Voice (208) 338-9401 As you have requested, we have provided the footing and column design for the above mentioned project. Please find the following enclosed as a list of considerations for your use in completing the project: PDF copy of select structural calculations. PDF copy of red -lined plans. If you have any questions or require additional information, please call. Sincerely, JOHIKSW DESIGN & ENGINEERING, PLLC 150626 JOHNSON DESIGN & ENGINEERING, PLLC 1900 N. LAKES PLACE, SUITE 100, MERIDIAN, ID 83646 Office: (208) 939-1045 Cell: (208) 608-0008 E-mail: tim@jde-idaho.com STRUCTURAL CALCULATIONS for Idaho Electric Signs of Meridian - Meridian, ID Select Structural Design \�0 TF OF \�P�50 \til' S. JOX June 22, 2015 by JOHNSON DESIGN & ENGINEERING, PLLC 1900 N. Lakes Place, Suite 100 Meridian, Idaho 83646 (208) 939-1045 Page 1 of 3 150626 JOHNSON DESIGN & ENGINEERING, PLLC 1900 N. LAKES PL., SUITE 100 * MERIDIAN * IDAHO POLE SIGN DESIGN 2012 IBC Client: Idaho Electric Signs Project: City of Meridian 11' x 6' Monument Sign Project No. 150626 Date: 22 -Jun -15 DESIGN CRITERIA: Distance to sign top (h) 9.00 ft. Height (s) 9.00 ft. Width (B) 15.67 ft. s/h 1.00 B/s 1.74 Wind Load: Basic Wind Speed, V = 115 mph ASCE 7-10, Fig. 26.5-1A Exposure C ASCE 7-10, Sec. 26.7.3 Wind Directionality Factor, Kd 0.85 ASCE 7-10, Table 26.6-1 Velocity Pressure Exposure Coefficient, Kz = 0.85 ASCE 7-10, Table 30.3-1 Velocity Pressure, q = .00256*Kz*Kd *VA 2 = 24.46 psf ASCE 7-10, Eq. 29.3-1 Force Coefficient, Cf = 1.55 ASCE 7-10, Fig. 29.4-1 Gust Factor Coefficient, G = 0.85 ASCE 7-10, Sect. 26.9 Design Wind Load, P = q*G*Cf*.63 = 20.30 psf Seismic: Face Area Dead Load, Wt = 20 psf Mapped Spectral Accelerations for short periods, Ss = 1.60 ASCE 7-10, Sec. 11.4.1 Site Coefficient, Fa = 1.00 ASCE 7-10, Table 11.4-1 Max. Spectral Response, SMS= Fa*Ss = 1.60 ASCE 7-10, Eq. 11.4-1 Design Spectral Response, SDs = 2/3*SMs = 1.07 ASCE 7-10, Eq. 11.4-3 Response Modification Coefficient, R = 2.00 ASCE 7-10 Table 12.2-1 Seismic Load, Vs = 1.0*SDs*Wt/R = 10.7 psf ASCE 7-10 Eq. 12.14-11 Soil: Lateral Loadings Fpv= 200 pcf/ft. Vertical Loadings Fpb= 1500 psf Steel Stresses: Yield Strength, Fy = 36000 psi Bending Stress, Fb=0.66*Fy= 23760 psi Concrete Stress: Concrete Strength, Fc' = 2000 psi Reinforcing Strength, Fy = 40000 psi MEMBER NO. BASE HEIGHT Pw Y Mw Pv (ft) (lbs) (ft) (ft -lbs) (lbs) 1 0.00 1238 3 3436 1220 SIGN FORCES: MEMBER #1 Sign Area # Area (Af) Centriod (Cf) Centroid*Area (ft2) (ft from base) (ft3) 1 6.00 5.50 33.00 2 27.00 3.75 101.25 3 28.00 1.25 35.00 Af = 61.00 •Af*Cf = 169.25 Sign Centriod,6 = (•Af*Cf)/•Af = 2.77 ft. Wind Load, Pw = •Af*Ww = 1238.50 lbs. @ base Vertical Load, Pv = •Af*Wt = 1220.00 lbs. @ base Pik] JOHNSON DESIGN & ENGINEERING, PLLC 1900 N. LAKES PL., SUITE 100 * MERIDIAN * IDAHO POLE SIGN DESIGN 2012 IBC Client: Idaho Electric Signs Project: City of Meridian 11' x 6' Monument Sign Project No. 150626 Date: 22-Jun-15 COLUMN DESIGN: [Use AISC (1.6-2); fa/Fa + fb/Fb < 1.33] Use sign loads at the base of each column member for analysis of each member MEMBER #1 per member total 4" Dia x 0.237" Wall Ax (in2) = 3.17 6.34 Number of Columns 2 Sx (in3) = 3.21 6.42 ry (in) = 1.16 K=2 L unbraced (ft.) = 9.00 KL/r = (in.) 186 Fa=AISC T.1-36 24660.00 psi fa = Pv/Ax = 192.43 psi Flo = AISC 1.5 = 23760.00 psi fb = Mw/Sx = 6423.02 psi fa/Fa + fb/Fb = 0.28 <1.33 OK! FOUNDATION DESIGN [IBC -Section 18] FOOTING DEPTH = A/2(1+(1+(4.36*Y/A))^0.5) ASSUMED Multiple Excavated Footings # Footings, #F = 1 Ftg. Width = (ft.) 11.50 Ftg. Thick = (ft.) 3.50 Depth = (ft.) 2.50 A = (2.34*Pw/#F)/(S*B) = 0.72 where S = Soil Bearing @ 1/3 Depth = 333.33 (psf) B = Effective Footing Width = 12.02 (ft.) MINIMUM FOOTING DEPTH = (FT.) 1.88 OK 1 CK. FOOTING AREA REQ'D = Pv/Ab 0.81 OK! 2012 IBC Equation 18-1 3/3 � �1 w amFW§ = i i I - - - - - - - - I 3 of -.Z A+ xh CUL OD O F, z w zz ?i N U O O O N Qd U � 1.53 z C) coo C) C 00 Ucc l b- 9 °0-,£ 1.9 LL t, L � z LL m U U C, O ° m O a O � z y g o Z cU' na. OU z Y w d C m m w w w z cl Q U �j usi cv C� Q ,o W LL lL � C W C Q m Q `n 0 U � Z w Oo w J c� LL w co L 0 � 12, N U P Oc w Q d Y Owp M O ¢ Q U{ W cmc = 2 JG Z m O o 0 p z Z Z zl O Q�Op o a COQ U Z U>c o C:) LL Z 0 LL m 202 = 0¢ gww wLL Oct Z Nw wC� wOO 4 w z Z W W Q�S�'-'Q (9 C N p c s z 3 'f--'Ud3 J C � O LL Z Q� Q va— C N� w— Z a �-w� D Q iirU(DU�OQr=_— w nw a nLL W20- 0. 2OW0m } z z gO w 2 z �z O NO U NO CV OC. Z x� 0 Ya U U� > ~c O � Y � U< z� O d z QO U UQ `1 �i U Ow cp c �m � O U N0 GgG w u w Z m OC z O mU 0Z Z O� 4�0 0Z Z Ovwi cLL �a y0 m J S 0- 0— Otz Qo C pl z z c U m c w w o w z m O w LL = LL W d U w� .6 w Z N a w z �2! 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LAKES PLACE, SUITE 100, MERIDIAN, ID 83646 Office: (208) 939-1045 Cell: (208) 608-0008 E-mail: tim@jde-idaho.com Re: City of Meridian - Meridian, ID Voice (208) 338-9401 As you have requested, we have provided the footing and column design for the above mentioned project. Please find the following enclosed as a list of considerations for your use in completing the project: PDF copy of select structural calculations. PDF copy of red -lined plans. If you have any questions or require additional information, please call. Sincerely, 150347 ENGINEERING, PLLC JOHNSON DESIGN & ENGINEERING, PLLC 1900 N. LAKES PLACE, SUITE 100, MERIDIAN, ID 83646 Office: (208) 939-1045 Cell: (208) 608-0008 E-mail: tim@jde-idaho.com STRUCTURAL CALCULATIONS for Idaho Electric Signs City of Meridian - Meridian, ID Select Structural Design March 31, 2015 by JOHNSON DESIGN & ENGINEERING, PLLC 1900 N. Lakes Place, Suite 100 Meridian, Idaho 83646 (208) 939-1045 Page 1 of 5 150347 JOHNSON DESIGN & ENGINEERING, PLLC 1900 N. LAKES PL., SUITE 100 * MERIDIAN * IDAHO POLE SIGN DESIGN 2012 IBC Client: Idaho Electric Signs Project: City of Meridian Horizontal Monument Sign Project No. 150347 Date: 31-Mar-15 DESIGN CRITERIA: Distance to sign top (h) 9.00 ft. Height (s) 9.00 ft. Width (B) 15.67 ft. s/h 1.00 B/s 1.74 Wind Load: Basic Wind Speed, V = 115 mph ASCE 7-10, Fig. 26.5-1A Exposure C ASCE 7-10, Sec. 26.7.3 Wind Directionality Factor, Kd 0.85 ASCE 7-10, Table 26.6-1 Velocity Pressure Exposure Coefficient, Kz = 0.85 ASCE 7-10, Table 30.3-1 Velocity Pressure, q = .00256*Kz*Kd*V^2 = 24.46 psf ASCE 7-10, Eq. 29.3-1 Force Coefficient, Cf = 1.55 ASCE 7-10, Fig. 29.4-1 Gust Factor Coefficient, G = 0.85 ASCE 7-10, Sect. 26.9 Design Wind Load, P = q*G*Cf*.63 = 20.30 psf Seismic: Face Area Dead Load, Wt = 20 psf Mapped Spectral Accelerations for short periods, Ss = 1.60 ASCE 7-10, Sec. 11.4.1 Site Coefficient, Fa = 1.00 ASCE 7-10, Table 11.4-1 Max. Spectral Response, SMS= Fa*Ss = 1.60 ASCE 7-10, Eq. 11.4-1 Design Spectral Response, SDs = 2/3*Sons = 1.07 ASCE 7-10, Eq. 11.4-3 Response Modification Coefficient, R = 2.00 ASCE 7-10 Table 12.2-1 Seismic Load, Vs = 1.0*SDs*Wt/R = 10.7 psf ASCE 7-10 Eq. 12.14-11 Soil: Lateral Loadings Fpv= 200 pcf/ft. Vertical Loadings Fpb= 1500 psf Steel Stresses: Yield Strength, Fy = 36000 psi Bending Stress, Fb=0.66*Fy= 23760 psi Concrete Stress: Concrete Strength, Fc' = 2000 psi Reinforcing Strength, Fy = 40000 psi MEMBER NO. BASE HEIGHT Pw Y Mw Pv (ft) (lbs) (ft) (ft -lbs) (lbs) 1 0.00 2477 4 9883 2440 SIGN FORCES: MEMBER #1 Sign Area # Area (Af) Centriod (Cf) Centroid*Area (ft2) (ft from base) (ft3) 1 15.00 7.75 116.25 2 60.00 5.00 300.00 3 47.00 1.50 70.50 Af = 122.00 •Af*Cf = 486.75 Sign Centriod,6 = (•Af*Cf)/•Af = 3.99 ft. Wind Load, Pw = •Af*Ww = 2476.99 lbs. @ base Vertical Load, Pv = •Af*Wt = 2440.00 lbs. @ base 2/5 JOHNSON DESIGN & ENGINEERING, PLLC 1900 N. LAKES PL., SUITE 100 * MERIDIAN * IDAHO POLE SIGN DESIGN 2012 IBC Client: Idaho Electric Signs Project: City of Meridian Horizontal Monument Sign Project No. 150347 Date: 31 -Mar -15 COLUMN DESIGN: [Use AISC (1.6-2); fa/Fa + fb/Fb < 1.33] Use sign loads at the base of each column member for analysis of each member MEMBER #1 per member total 4" Dia x 0.237" Wall Ax (int) = 3.17 6.34 Number of Columns 2 Sx (in3) = 3.21 6.42 ry (in) = 1.16 K=2 L unbraced (ft.) = 9.00 KL/r = (in.) 186 Fa=AISC T.1-36 4320.00 psi fa = Pv/Ax = 384.86 psi Fb = AISC 1.5 = 23760.00 psi fb = Mw/Sx = 18472.12 psi fa/Fa + fb/Fb = 0.87 <1.33 OK! FOUNDATION DESIGN [IBC -Section 18] FOOTING DEPTH = A/2(1+(1+(4.36*Y/A))^0.5) ASSUMED Multiple Excavated Footings # Footings, #F = 1 Ftg. Width = (ft.) 16.50 Ftg. Thick = (ft.) 3.67 Depth = (ft.) 2.75 A = (2.34*Pw/#F)/(S*B) = 0.94 where S = Soil Bearing @ 1/3 Depth = 366.67 (psf) B = Effective Footing Width = 16.90 (ft.) MINIMUM FOOTING DEPTH = (FT.) 2.54 OK! CK. 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Uu M; 0� v =n Sul oVjiNQ Q U 3 N 107, 0 N y Z o l C) II z v\ O cO c 0 Y U Q m LU J m O 2 LUC 5 CL 0 I 0 as moo Zc0 O Z Y Z) w Q )mm ------ - - ------------------- _ = ____-_,�-_,,TI_____---1 --- ---=-= _--__==__--_-___==---- ----- -- -------- ----------- it -a�iG oR'on5 w (9 m �u2= a E!M=io as moo Zc0 O Z Y Z) w Q )mm ------ - - ------------------- _ = ____-_,�-_,,TI_____---1 --- ---=-= _--__==__--_-___==---- ----- -- -------- ----------- it F 0 w U z w N i czg 0' O� Sez �c pui 2 C, 3 N U o 0 N i U J d LU J Q U March 31, 2015 Idaho Electric Signs 6528 Supply Way Boise, ID 83705 Attn: Rick Berry JOHNSON DESIGN & ENGINEERING, PLLC 1900 N. LAKES PLACE, SUITE 100, MERIDIAN, ID 83646 Office: (208) 939-1045 Cell: (208) 608-0008 E-mail: tim@jde-idaho.com Re: City of Meridian - Meridian, ID Voice (208) 338-9401 As you have requested, we have provided the footing and column design for the above mentioned project. Please find the following enclosed as a list of considerations for your use in completing the project: PDF copy of select structural calculations. PDF copy of red -lined plans. If you have any questions or require additional information, please call. Sincerely, 150347 ENGINEERING, PLLC JOHNSON DESIGN & ENGINEERING, PLLC JD,�� 1900 N. LAKES PLACE, SUITE 100, MERIDIAN, ID 83646 Office: (208) 939-1045 Cell: (208) 608-0008 E-mail: tim@jde-idaho.com STRUCTURAL CALCULATIONS for Idaho Electric Signs City of Meridian - Meridian, ID Select Structural Design March 31, 2015 by JOHNSON DESIGN & ENGINEERING, PLLC 1900 N. Lakes Place, Suite 100 Meridian, Idaho 83646 (208) 939-1045 Page 1 of 5 150347 JOHNSON DESIGN & ENGINEERING, PLLC 1900 N. LAKES PL., SUITE 100 * MERIDIAN * IDAHO POLE SIGN DESIGN 2012 IBC Client: Idaho Electric Signs Project: City of Meridian Vertical Monument Sign Project No. 150347 Date: 31-Mar-15 DESIGN CRITERIA: Distance to sign top (h) 9.00 ft. Height (s) 9.00 ft. Width (B) 15.67 ft. s/h 1.00 B/s 1.74 Wind Load: Basic Wind Speed, V = 115 mph ASCE 7-10, Fig. 26.5-1A Exposure C ASCE 7-10, Sec. 26.7.3 Wind Directionality Factor, Kd 0.85 ASCE 7-10, Table 26.6-1 Velocity Pressure Exposure Coefficient, Kz = 0.85 ASCE 7-10, Table 30.3-1 Velocity Pressure, q = .00256*Kz*Kd *VA 2 = 24.46 psf ASCE 7-10, Eq. 29.3-1 Force Coefficient, Cf = 1.55 ASCE 7-10, Fig. 29.4-1 Gust Factor Coefficient, G = 0.85 ASCE 7-10, Sect. 26.9 Design Wind Load, P = q*G*Cf*.63 = 20.30 psf Seismic: Face Area Dead Load, Wt = 20 psf Mapped Spectral Accelerations for short periods, Ss = 1.60 ASCE 7-10, Sec. 11.4.1 Site Coefficient, Fa = 1.00 ASCE 7-10, Table 11.4-1 Max. Spectral Response, SMS= Fa*Ss = 1.60 ASCE 7-10, Eq. 11.4-1 Design Spectral Response, SDS = 2/3*SMs = 1.07 ASCE 7-10, Eq. 11.4-3 Response Modification Coefficient, R = 2.00 ASCE 7-10 Table 12.2-1 Seismic Load, Vs = 1.0*SDs*Wt/R = 10.7 psf ASCE 7-10 Eq. 12.14-11 Soil: Lateral Loadings Fpv= 200 pcf/ft. Vertical Loadings Fpb= 1500 psf Steel Stresses: Yield Strength, Fy = 36000 psi Bending Stress, Fb=0.66*Fy= 23760 psi Concrete Stress: Concrete Strength, I'd = 2000 psi Reinforcing Strength, Fy = 40000 psi MEMBER NO. BASE HEIGHT Pw Y Mw Pv (ft) (lbs) (ft) (ft -lbs) (Ibs) 1 0.00 447 6 2457 440 SIGN FORCES: MEMBER #1 Sign Area # Area (Af) Centriod (Cf) Centroid*Area (ft2) (ft from base) (ft3) 1 22.00 5.50 121.00 Af = 22.00 •Af*Cf = 121.00 Sign Centriod,6 = (•Af*Cf)/•Af = 5.50 ft. Wind Load, Pw = •Af*Ww = 446.67 lbs. @ base Vertical Load, Pv = •Af*Wt = 440.00 lbs. @ base 99 JOHNSON DESIGN & ENGINEERING, PLLC 1900 N. LAKES PL., SUITE 100 * MERIDIAN * IDAHO POLE SIGN DESIGN 2012 IBC Client: Idaho Electric Signs Project: City of Meridian Vertical Monument Sign Project No. 150347 Date: 31-Mar-15 COLUMN DESIGN: [Use AISC (1.6-2); fa/Fa + fb/Fb < 1.33] Use sign loads at the base of each column member for analysis of each member MEMBER #1 per member total 4" Dia x 0.237" Wall Ax (int) = 3.17 3.17 Number of Columns 1 Sx (in3) = 3.21 3.21 ry (in) = 1.51 K=2 L unbraced (ft.) = 10.00 KL/r = (in.) 159 Fa=AISC T.1-36 5910.00 psi fa = Pv/Ax = 138.80 psi Fb = AISC 1.5 = 23760.00 psi fb = Mw/Sx = 9183.88 psi fa/Fa + fb/Fb = 0.41 <1.33 OK! FOUNDATION DESIGN [IBC -Section 18] FOOTING DEPTH = A/2(1+(1+(4.36*Y/A))"0.5) ASSUMED Multiple Excavated Footings # Footings, #F = 1 Ftg. Width = (ft.) 2.00 Ftg. Thick = (ft.) 2.00 Depth = (ft.) 3.50 A = (2.34*Pw/#F)/(S*B) = 0.79 where S = Soil Bearing @ 1/3 Depth = 466.67 (psf) B = Effective Footing Width = 2.83 (ft.) MINIMUM FOOTING DEPTH = (FT.) 2.61 OK ! CK. FOOTING AREA REQ'D = Pv/Ab 0.29 OK! 2012 IBC Equation 18-1 5/5 G o------------------------------- -------------------- L -- -- -- - - — — — -=- -- ---i -------- N- ----- --' r- ----- - -j ------ ---- — — .&- O l .Z- t .0-18 .£ .Z l ` I � r7 -F-T--,1 1 o � ' - o C? --- - -- ----L�----- - --- ------ ,---�_._._v- — N Fr U ' S G Z Z F3 M _aTzy YE b 9 �Y , - a 6JFFT Ld >]