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Permit S13-033 - PROLOGIS - REFACE SIGNS (NULL)
PROLOGIS 1105-1139 ANDOVER PARK W S13-033 2 PERMANENT FREESTANDING SIGNS City oief ukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-431-2451 Web site: hn://www.TukwilaWA.eov MONUMENT SIGN PERMIT Commerical/Industrial Zones Parcel No.: 3523049110 Permit Number: Address: 1105 ANDOVER PK W TUKW Issue Date: Suite No: Permit Expires On: Applicant/Business: PROLOGIS Property Owner: Name: AMB PROPERTY CORP Address: 60 STATE ST STE 1200 C/O RE TAX, BOSTON MA 02109 Contact Person: Name: JERRY DOWNER Phone: Address: 1513 CENTRAL AVE S, KENT WA 98032 Contractor: S13-033 05/17/2013 11/13/2013 Name: EVERGREEN SIGN CO Phone: 253-852-1354 Address: 1513 S CENTRAL, KENT WA 98032 DESCRIPTION OF WORK: refacing 2 exsiting signs (s06-055, s06-058) photos of exisiting signs found in work flow of these listed permit numbers Fees Collected: $462.00 Electricty Provided by: PUGET SOUND ENERGY Name of street frontage: Total sign area per face: Total sign area per sign: Total sign size per face: Total sign size per sign: Width of sign: Height of sign: Distance from closest edge of sign to property lines: Name of street frontage: Total sign area per face: Total sign area per sign: Total sign size per face: Total sign size per sign: Width of sign: Height of sign: Distance from closest edge of sign to property lines: Monument # 1 MIDLAND DR. 27 square feet 27 square feet 54 square feet 54 square feet 9 feet 0 inches 6 feet 0 inches 16 feet Monument #4 Zoning: TUC Monument #2 TRILAND DR. 6 square feet 6 square feet 18 square feet 18 square feet 2 feet 11 inches 6 feet 0 inches 12 feet Monument #5 0 square feet 0 square feet 0 square feet 0 square feet 0 square feet 0 square feet 0 square feet 0 square feet 0 feet 0 inches 0 feet 0 inches 0 feet 0 inches 0 feet 0 inches 0 feet 0 feet "`continued on next page*** Sign Type: REFACE Monument #3 0 square feet 0 square feet 0 square feet 0 square feet 0 feet 0 inches 0 feet 0 inches 0 feet Monument #6 0 square feet 0 square feet 0 square feet 0 square feet 0 feet 0 inches 0 feet 0 inches 0 feet doc: SIGN -MON S13-033 Printed: 05-20-2013 City olkukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 2061131-3670 Inspection Request Line: 206-431-2451 Web site: htti)://www.TukwilaWA.Pov MONUMENT SIGN PERMIT Commerical/Industrial Zones Parcel No.: 3523049110 Permit Number: S13-033 Address: 1105 ANDOVER PK W TU Issue Date: 05/17/2013 Suite No: Permit Expires On: 11/13/2013 Applicant/Business: PROLOGIS Property Owner: Name: AMB PROPERTY CORP Address: 60 STATE ST STE 1200 C/O RE TAX, BOST MA 02109 Contact Person: Name: Phone: Address: Contractor: Name: Phone: Address: DESCRIPTION OF WORK: refacing 2 exsiting signs (s06-055, s06-058) photos of exisiting signs found in workfl of these listed permit numbers Fees Collected: $462.00 Zoning: TUC Sign Type: REFACE Electricty Provided by: PUGET SOUND ENERGY Monument #I Monument #2 Monument #3 Name of street frontage: MIDLAND DR. TRILAND DR. Total sign area per face: 27 square feet 6 square feet 0 square feet Total sign area per sign: 27 square feet 6 square feet 0 square feet Total sign size per face: 54 square feet 18 square feet 0 square feet Total sign size per sign: 54 square feet 18 square feet 0 square feet Width of sign: 9 feet 0 inches 2 feet 11 inches feet 0 inches Height of sign: 6 feet 0 inches 6 feet 0 inches 0 eet 0 inches Distance from closest edge of sign to property lines: 16 feet 12 feet 0 fee Monument #4 Monument #5 Monument #6 Name of street frontage: Total sign area per face: 0 square feet 0 square feet 0 square feet Total sign area per sign: 0 square feet 0 square feet 0 square feet Total sign size per face: 0 square feet 0 square feet 0 square feet Total sign size per sign: 0 square feet 0 square feet 0 square feet Width of sign: 0 feet 0 inches 0 feet 0 inches 0 feet 0 inch Height of sign: 0 feet 0 inches 0 feet 0 inches 0 feet 0 inche Distance from closest edge of sign to property lines: 0 feet 0 feet 0 feet ***continued on next page*** doc: SIGN -MON S13-033 Printed: 05-17-2013 Planning Division Authorized I hereby certify that I have read and governing this work will be complie THIS PERMIT SHALL BECOME ISSUANCE, OR IF THE WORK, Signature: Print Name: Date: r' 1'~(3 this peAnit and know the same to be true and correct. All provisions of law and ordinances sther specified herein or not. VOID IF THE WORK IS NOT COMMENCED WITHIN 180 DAYS FROM THE DATE OF IED OR ABANDONED FOR A PERIOD OF 180 DAYS FROM THE LAST INSPECTION. Date: , '( 7 ' (3 To schedule a final inspection for your sign, please call the inspection request line at 206-431-2451. Enter Inspection Code 1510 for sign final inspection. 'Please allow up to 5 business days for your inspection. l. FINAL INSPECTION APPROVAL: DATE: ***continued on next page*** doc: SIGN -MON S13-033 Printed: 05-17-2013 SITE INSPECTION (PLANNING) File No. CaS13-O33> Name of Tenant: Sign Address: 1105 Andover Pk W Date Photo Taken: 9/25/2011 Sign appears to conform to permit application Sign appears different from permit application Sign not installed as of XX/XX/200X Make new site visit and take photo by XX/XX/200X Prologis 1125-1139 Andover Park West Tukwila, WA 98188 RBA Job No. 13 4562 SIGN CALCULATIONS Sign Type: GHM-60 Desighed in accordance with: 2006& 2009 International Building Code Wind Velocity=90 mph FABRICATOR Architectural Graphics, Inc. 2655 International Parkway Virginia Beach, Virginia 23452 DESIGN ENGINEER Ross Bryan Associates, Inc. 227 French Landing Drive, Suite 500 Nashville, Tennessee 37228 g Phone: 615-329-1300 / Fax: 615-327-4446 RECEIVED APR 2 2 2013 (D M F- 02 0 E > < C-)" L Cot Prologis 1125-1139 Andover Park West Tukwila, WA 98188 RBA Job No. 13 4562 SIGN CALCULATIONS Sign Type: GHM-60 Desighed in accordance with: 2006& 2009 International Building Code Wind Velocity=90 mph FABRICATOR Architectural Graphics, Inc. 2655 International Parkway Virginia Beach, Virginia 23452 DESIGN ENGINEER Ross Bryan Associates, Inc. 227 French Landing Drive, Suite 500 Nashville, Tennessee 37228 g Phone: 615-329-1300 / Fax: 615-327-4446 RECEIVED APR 2 2 2013 Project PrologisROSS BRYAN ASSOCIATES, INC. Sheet No. 1 of 6 Model GHM-60 SWL9CONSULTING ENGINEERS Job Nc 134562 By EOS*109 NASHVILLE, TN Date 04/11/13 Sign Type: GHM -60 Standard Wind Load (90 MPH) Overall Height, s: 6.25 ft. 2006 & 2009 International Building Code Overall Width, B: 9 ft. ASCE 7-05 B Note: location and number of straps varies with sign type Framing: Verticals: HSS 3x3x3/16 M„/()= 4.53 k -ft Hotizontals: HSS 2x2x3/16 Mn/Q= 1.83 k -ft Screws: #12 SS TEK Tcjp= 378 # #10 SS TEK TcaP= 268 # Upper Sign Box: .125 AL face with 2 13/ 16 AGI Channel Frame Center Cabinet: .09 AL face with 9 13/ 16 AGI Channel Frame Total Wind Shear = 0.9 kips Total Seismic Shear = 0.2 kips Lateral Design controlled by Wind Load Project PrologisROSS BRYAN ASSOCIATES, INC. Sheet No. 2 of 6 Model GHM,-60 SWL CONSULTING ENGINEERS Job N 134S62 By - EOS91110a NASHVILLE, TN Date 4/11/13 CODES: 2006 & 2009 International Building Code - Wind Loads per provisions of ASCE 7-05 SIGN DIMENSIONS: Sign Sign Width, B Height, s 9 6.25 ft. (Overall Height, h: 6.25 WIND LOADS: qh = 0.00256 * ki * kit * kd * V2 * I Velocity Pressure, ASCE 7-05, Section 6.5.10 kZ = 0.85 Velocity Pressure Exposure Coefficient, ASCE 7-05, Table 6-3 k,t = 1.0 Topographic Factor, ASCE 7-05, Section 6.5.7.2 kd = 0.85 Wind Directionality Factor, ASCE 7-05, Table 6-4 V = 90 Basic Wind Speed, mph, ASCE 7-05, Figure 6-1 1 = 0.87 Importance Factor, ASCE 7-05, Table 6-1 qh = 13.03 Ib/ft2 P = qh * G * Cf Design Wind Loads, ASCE 7-05, Section 6.5.14 G = 0.85 Gust Effect Factor, ASCE 7-05, Section 6.5.8 B/s = 1.44 Length of Sign/Depth of Sign s/h = 1.00 Depth of Sign/Overall Height Cf = 1.43 Force Coefficient, ASCE 7-05, Figure 6-20 P = 15.84 lb/ft' Project Prologis ROSS BRYAN ASSOCIATES, INC. Sheet No. 3 of 6 Model GHM760 SWL CONSULTING ENGINEERS Job Ni 134562 By • EOS NASHVILLE, TN Date 04/11/13 Unser Frame: Properties: 213/16 Channel (6063 -Aluminum) +/8 face each Side 1= 1.94 in S= 1.32 in Max. Height (h)= 2.125 ft. Max Width (B)= 9 ft. Top Channel: Wind = h/2*Pwind= 16.83 plf Moment = 170.44 #-ft. fb= 1549 psi < Bottom Channel: Wind = h/2*P,,,;nd= 16.83 plf Moment = 8.42 #-ft. fb= 77 psi < Max Shear/Screw= 38.38 # < Vertical Channel: Cantilever= 2.125 ft. Back Span= 2.625 ft. Pw 75.75 # 9500 psi Spacing of Screws= 9500 psi 268 # Moment= 160.97 #-ft. RtoP= 137.07 # fb= 1463 psi < 4800 psi Connection at Bot. of Vertical: Shear= -61.32 # Ecc. = 2.5 in. Number of Screws= . 2.00 X Spacing= 0 in Max Shear/Screw= 122.64 # Z Spacing= 1 in. < 268 # not at weld O.K. 24 inch not at weld O.K. #10 SSTEK O.K. Rbat= -61.32 # at weld O.K. Moment= -153.30 #-in #10 SS TEK 0. K. Project Prologis ROSS BRYAN ASSOCIATES, INC. Sheet No. 4 of 6 Model GHM-60 SWL CONSULTING ENGINEERS Job N( 134562 By • EOS NASHVILLE. TN Date 04/11/13 Properties: 913/16 Channel (6063 Aluminum) +.09 face each Side: 1= 16.44 in S= 3.351 in Max. Height (h)= 4.125 ft. Max Width (W)= 8.375 ft. Worst Case Moment at Bottom Channel: Wind = h/2*P,,W= 32.68 plf Moment = 286.49 #-ft. fb= 1026 psi < Straps at Top Channel: (3003 Aluminum) tstrap = 0.090 in. At = 2.48 ft. (Worst Case at Full Sign Height - End Strap) Maximum Wind. atStrap= 122.73 # Thickness Req'd= 0.063 in. < Straps at Verticals: (3003 Aluminum) tstrap = 0.090 in. Distance to First Horizontal Strap = 1.5 ft. Maximum Wind at Strap = 174.20 # (includes Rtop from Upper Sign) Thickness Req'd= 0.075 in. < 9500 psi . not at weld O.K. widthstrap = 6.00 in. Wind= 49.51 plf Moment= 15.34 #-in 0.09 in. widthstrap = 6.00 in. Wind = 49.51 plf Moment= 21.78 #-in 0.090 in. O.K. O.K. Project . Prologis ROSS BRYAN ASSOCIATES, INC. Sheet No. 5 of 6 Model . ' GHM.60 SWL CONSULTING ENGINEERS Job Nc 134562 By ' EOS NASHVILLE, TN Date 04/11/13 Steel Framine: 49.51 plf Horizontal Members: 1830 #-ft. O.K. HSS 2x2x3/16 L= 8.375 ft. Case A Moment= 434.08 . #-ft. Case B Moment= 760.56 #-ft. Weld: Length = 2 in. R= 207.32 # Vertical Members: HSS 3x3x3/16 Case B Controls Case B Moment= 2491.37 #-ft. Weld: Length = 3 in. T= 9965.49 # Anchor Bolts: Number of Bolts = 4 ASTM A36 Bolt Diameter = 0.625 in. Tbolt= 2491.37 # Base Plate: Length = 8.5 in. Moment= 7474.115 #-ft treq'd= 0.40 in. Wwind= 49.51 plf < Mn/C2 = 1830 #-ft. O.K. < Mn/f2 = 1830 #-ft. O.K. Size = 3 /16 in. < R,,/C2= 11136 # O_K. Pwind= 632.73 # < M„/C2 = 4530 #-ft. O.K. Size = 3 /16 in. < Rnt/C2= 12528 # O.K. X Spacing= 6.00 in. Z spacing= 6.00 in. < Rnt/C2= 4916 # O.K. Width = 8.5 in. t = 0.5 in. < 0.5 in. O.K. Project Prologis ROSS BRYAN ASSOCIATES, INC. Sheet No. 6 of. 6 Model GHM,60 SWL CONSULTING ENGINEERS Job Nc 134562 By ' EOS NASHVILLE, TN Date 4/11/13 Caisson or Vertical Slab Desicin (unconstrained Allowable Lateral Pressure (psf/ft) _ b (diameter or diagonal) (ft) _ Assumed Depth of Embedment = M: Moment at top of pier (#-ft) _ P: Applied lateral force h (M/P) (ft) _ S1 (All. Lat. Pressure*2*depth/3) _ A (2.34*P/(S1*b) _ Req'd Depth (A/2(1+SQR(1+4.36*h/A)) (ft) _ Caisson: 2' (� x 5'-0" As minimum= 2.26 in' 150 (do not increase for deflection) 2 5 2491.37 632.73 3.94 500.00 1.48 3.37 O.K. #5 bars Req'd= 8 llesign Maps Summary Report + � M TAL-(iSGS Design Maps Summary Report User -Specified Input Report Title Tukwila, WA Thu April 11, 2013 14:20:03 UTC Building Code Reference Document ASCE 7-05 Standard (which makes use of 2002 USGS hazard data) Site Coordinates 47.463140N, 122.25564°W Site Soil Classification Site Class D - "Stiff Soil" Occupancy Category Occupancy Category I °dh iCe Ar Jnr Center ' I R f-lghe warders 1• j G 1 "' East Penton Renton" Highlands � date Y _ ' g Eunen i e } E. z ti t'�F 4 1 sem-° k Fr :,:t�¢fnld�tfty i 15'I ' - Park _ �'r- �."_ } - United States T - East F. HilbhEerid , , w DSS Nolr�C, _ r arduieev off " ` ^ USGS-Provided Output SS = 1.429 g SMS = 1.429 g SDs = 0.953 g S1 = 0.489 g SMI = 0.739 g SDI = 0.493 g 1.65 1.50 1.35 1.20 1.05 C 0.50 0.75- 0.60. 0.45- 0.30- 0.15- 0.00 .450.300.150.00 0.00 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.80 2.00 Period, T (sec) MCE Response Spectrum Design Response Spectrum 1.10 1.OU 0.90 0.8U 0.70 Q0 0.60 to 0.50 0.40 0.30 0.20- 0.10-- 0.00 .200.100.00 0.00 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.80 2.00 Period, T (sec) ------------ Although this information is a product of the U.S. Geological Survey, we provide no warranty, expressed or implied, as to the accuracy of the data contained therein. This tool is not a substitute for technical subject -matter knowledge. http://geohazards.usgs.gov/designmaps/us/summary.php?template=minimal&latitude=47.4... 4/11/2013 - Tedds Ross Bryan Associates, Inc. 227 French Landing Dr, Ste 500 Nashville, TN 37228 Project Prologis - Tukwila, WA Job Ref. 134562 Section Sheet no./rev. GHM-60 (R Value from ASCE Table 15.4-2) Sant = 0.739 Caic. by Date I I D hn = 6.25 ft EOS 4/11/2013 x = 0.80 Long -period transition period TL = 8 sec SEISMIC FORCES (ASCE 7-05) Site parameters Site class D Mapped acceleration parameters at short periods Ss = 1.429 Site coefficientat short periods Fa = 1.0 Spectral response acceleration parameters at short period SMs = 1.429 Design spectral acceleration parameters at short period SDs = 0.953 Seismic design category Risk category Seismic design category (Table 11.6-1 only) Approximate fundamental period Height above base to highest level of building Building period parameter Ct Ct = 0.028 Building fundamental period T = Ta = 0.121 sec Seismic response coefficient Tedds calculation version 3.0.01 1 at 1 sec period S1 = 0.489 at 1 sec period Fv = 1.5 at 1 sec period Sant = 0.739 at 1 sec period SW = 0.493 I I D hn = 6.25 ft Building period parameter x x = 0.80 Long -period transition period TL = 8 sec Response modification factor R= 3.5 Asec 5.t( -Z — Still i I31U.130h2DS . Seismic importance factor Ie = 1.000 Seismic response coefficient CS = 0.272 Seismic base shear Effective seismic weight of the structure W = 0.7 kips Seismic response coefficient CS = 0.272 Seismic base shear V = 0.20 kips Table 1. Monument Sign Details. Commercial[]ndustrial Tones Freestanding Signs in Residential Zones Institutional uses and multi -family complexes are allowed to have one monument sign for each public street that provides access to the premises. The following arc the specific development standards that apply to the installation of monument signs in residential zones: I . The arca of the monument sign is limited to 30 square feet per sign face and a total of 60 square feet for all sides; 2. The sign may be up to five feet tall; 3. Maximum width of the sign shall not exceed 15 feet; 4. Location of the sign shall not interfere with sight distance of vehicles pulling in and out of the premises; 5. The sign must be located in a landscaped arca. Having the sign stand-alone in a parking lot is not permitted; and 6. The sign may only use indirect lighting methods except for dynamic displays. The lighting must have no spill-over impact on adjacent properties. Dynamic Signs in Residential Zones In order to foster civic community outreach and communication, the City permits limited use of dynamic signs within residential zones. One permitted monument sign per premise, as outlined above, may contain a dynamic feature. The following arc the specific development standards applicable to the installation of dynamic signs within residential zones: 1. The image of the sign may not change more frequency than once every ten seconds; 2. The image must appear and disappear as one image. The image may not appear to flash, undulate, pulse or portray explosions, fireworks, flashes of light, or blinking or chasing lights, or appear to move toward or away from the viewer, expand, contract, bounce, rotate, spin, twist, scroll, travel or otherwise portray movement. 3. Illumination of the dynamic sign is limited to the hours of 7AM to 1 OrM. 4. All signs shall have installed ambient light monitors, and shall at all times allow such monitors to automatically adjust the brightness level of the electronic sign based on ambient light conditions. Maximum brightness levels for electronic signs shall not exceed 3 -foot candle above ambient light conditions, measured 100 feet from the face. Tabe2. Monument Sign Details. Residential Zones Monument Monument Monument Monument Monument Monument Sign 2 Sign l Sin 2 Sign 3 Sign 4 Sign 5 Sign 6 Name of Street 1 bLPN9 't -N l-'44 will be placed on which sign NZ �(Z along? will be laced? Total Area of Total Sign Sign Height message area 2— 1 b feet -inches per face. Width of Sign. Will the sign have a Total Sign message area Z7 Dynamic per sign. Total Sign Size per face � 1 I p Total Sign Size er si O Width:of Sin Z — Sign Height // t �• I — O« b feet -inches b DistanceIrom . closestedge of sign,to t 6 —% property,lines in feet Freestanding Signs in Residential Zones Institutional uses and multi -family complexes are allowed to have one monument sign for each public street that provides access to the premises. The following arc the specific development standards that apply to the installation of monument signs in residential zones: I . The arca of the monument sign is limited to 30 square feet per sign face and a total of 60 square feet for all sides; 2. The sign may be up to five feet tall; 3. Maximum width of the sign shall not exceed 15 feet; 4. Location of the sign shall not interfere with sight distance of vehicles pulling in and out of the premises; 5. The sign must be located in a landscaped arca. Having the sign stand-alone in a parking lot is not permitted; and 6. The sign may only use indirect lighting methods except for dynamic displays. The lighting must have no spill-over impact on adjacent properties. Dynamic Signs in Residential Zones In order to foster civic community outreach and communication, the City permits limited use of dynamic signs within residential zones. One permitted monument sign per premise, as outlined above, may contain a dynamic feature. The following arc the specific development standards applicable to the installation of dynamic signs within residential zones: 1. The image of the sign may not change more frequency than once every ten seconds; 2. The image must appear and disappear as one image. The image may not appear to flash, undulate, pulse or portray explosions, fireworks, flashes of light, or blinking or chasing lights, or appear to move toward or away from the viewer, expand, contract, bounce, rotate, spin, twist, scroll, travel or otherwise portray movement. 3. Illumination of the dynamic sign is limited to the hours of 7AM to 1 OrM. 4. All signs shall have installed ambient light monitors, and shall at all times allow such monitors to automatically adjust the brightness level of the electronic sign based on ambient light conditions. Maximum brightness levels for electronic signs shall not exceed 3 -foot candle above ambient light conditions, measured 100 feet from the face. Tabe2. Monument Sign Details. Residential Zones Q:\Department Folders\DCD\DCD Common\Applications-Handouts, Land Use\2011 WF,BSff1's-OCI' 2011\2011 SIGNS (New Sign Code)\Freestanding Sign-updated.doc `-Monument Monument Monument Monument -Si n 1 Sign 2 Sign 3 Sign 4 Name of Street in which sign will be placed along? Total Area of Sign. Sign Height feet -inches Width of Sign. Will the sign have a Dynamic Display? Q:\Department Folders\DCD\DCD Common\Applications-Handouts, Land Use\2011 WF,BSff1's-OCI' 2011\2011 SIGNS (New Sign Code)\Freestanding Sign-updated.doc e CITY OF TUKWILA PERMANENT ti of Department of Community Development FREESTANDIN 'E C E I VE D 6300 Southcenler Boulevard, Trrinvila, NA 98188 �N = Telephone: (206) 431-3670 FAX (206) 431-3665 SIGNS APR 2ir� F.-mail:sig permitsta'�,TukwilaWa.go-, v ��13 190B COM''Mi ji-411PERMANENTSIGN PERMIT APPLICATION -- r UI'ML-fVT FOR STAFF USE ONLY Permits Plus Type: P-SIFREE Planner. File Number. S I's —0 3 Needs Electrical: Yes/No Associated File Numbers: ?9-i�Lc->C,ks (JOS-((39 Aa•b(-A&L paces W. 2AC-�( —76(1 Business Name Address of Sign Phone c" Ns�NEV- t5(3 <:E RAMC.AVe-S. cl9,632- 7-.53 -85Z J35� Applicant/ tact Address, City, Sta e, Zip Phone y/�rt�1 stcrN Com. �� _ Contractor Address City, St�atc, Zip Phon I HEREBY CERTIFY that the information cc tainc i this application and the materials furnished to the City by me arc true. I understand that if I provide incorrect informati n o th s application or submit plans that arc not correct, it could delay issuance of a permit or, if the permit has been issue , b ca c r the City to revoke the sign permit. Date: Signature o c or Aut torizcd Agent Email The City will send any official notices, lett: and other official notices via email. If you wish to receive all official communications from -the City via US Postal Mail, check here: ❑ V- Completed and signed application (this form). V( Three copies of a dimensioned and scaled site plan showing property lines, streets, buildings and parking areas; the location of all existing freestanding signs on the premise and proposed location for any new freestanding sign(s). O Method of illumination, if proposed. Scaled and dimensioned footing designs and height calculations. Footing designs are not required for reface or copy changes to an existing freestanding sign, provided there is no change in the sign height, arca or location. Total number of signs included in this application: Section I Z Section 2 <Z�:> Section 3 O Section 4 � Structural calculations if the sign has an arca greater than 50 square feet and/or is taller than 15 feet. This requirement may be waived for certain refaces or copy changes to existing freestanding signs. Application fee listed in current fee schedule. One copy of a valid Washington State Contractor's license or owner's affidavit. ,V, Tukwila business license r for (ltc i contractor, if applicable: General Information about Property Total?Len th o Street Fronta a Alon All Streets: Does the site front on more than one street, but have less than 800 feet of linear frontage, combined on VAS both streets? Isrthe)sr[e€useiaimulii-family;or institutional use in a NO residential zohe LDR, MDR- or HDR)? Q:\Department Folders\DCD\DCD Common\Applications-Handouts, land Use\2011 WEBSITE -OCT 2011\201.1 SIGNS (New Sign Code)\Freestanding Sign-updated.doc 9'-0" 9'-0" 3" 3" N PROLOGS io W N d W Mr: t0 PLANNING APPROVED - No changes can be made. to these plans Without approval from the Planning Division gf DqD' Approved By: � Date:. Prologis Sign Copy & Layout Approval ❑ Approved ❑ Approved as noted SIDE A =iE aGsEI VED APR 22 2013 CUfJiM�alvl I r DEVL=LUPMENT Signature: Title: Date: t f� PROLOGIS SIDE B 2 FRONT ELEVATION GHM-60.1 1/2" = 1' - 0" Upon signed approval of this form, AGI will rolease order for product fabrication. Any changes to the approved or approved as noted sign copy and layout after the date above will result In a change order. VAS Rule A VAS Rules D & E 3" Sign Color ❑ Silver Metallic ® Paris White rGArchitectural Graphics Incorporated 2655 International Parkway P.O. Box 9175 Virginia Beach, VA 23450 (757)427-1900 Site ID - Sign Number SEA01801 - E02 Sign Type GHM-60 Drawing Type ELEVATION Date 04.05.13 General Sign Specifications ❑ Interior 0 Exterior Single Faced ❑ Double Faced Non -Illuminated ❑ Illuminated Sign Info Sign Info 5 (3- d33 This document Is the sole property of Mchitectural Graphics, Inc.,and all design, manufacturing, reproduction, use and sale rigfiffi regandtng the same arc eypressty forbidden. it Is submitted under a confidential relationship, for a special Purpose. and the recipient, by accepting this document assumes custody and agrees that this document will not be copied or reproduced In whole or In part, nor its contents revealed in any manner or to anry person except for the purpose for which It was tendered, nor any special features peculiar to this design be Incorporated in other projects. Code Job Number Sheet Number' Rev. GHM60.1 a b ® o CD LZ i i� OF UPRIGHTS I PLAN SECTION GHM 60.2 1/2" = 1' - O" T- 10 3/4" T - 7 3/4" CROSS MEMBERS 2 01 NLJL' I LJN/1L CLCy/11 IVIV GHM-60.2 1/2" =1' - 0" 3/8"DROP FORGED STEEL LIFTING EYE REMOVE AND REPLACE W/ 3/8":015.5. H.H. BOLT AFTER INSTALLATION 1/4" STEEL PLATE WELDED TO TOP OF STEEL TUBE UPRIGHT W/ NUT WELDED TO UNDERSIDE 11/2" 5CHED 40 STEEL PIPE WELDED TO TOP OF STEEL TUBE CROSS MEMBER 1/8" STEEL TOP PLATE WELDED INTO STEEL TUBE UPRIGHT OUTLINE OF ALUM. CABINET ------------------ 3" X 3" X 3/16" STEEL TUBE UPRIGHT ----------------- 2" ----------------2" X 2" X 3/16" STEEL TUBE CRO55 MEMBERS WELDED TO STEEL TUBE UPRIGHTS ------------------ 1/2" -13 X 2" STEEL BOLT ASSEMBLY ------------------- STEEL BASE PLATE WELDED TO STEEL UPRIGHT ------------------------ C4 X 5.4 STEEL CHANNEL BOLTED TO BASE PLATES I I 4" X 1/2" X 6" STEEL BAR STOCK WELDED TO I BOTTOM OF CHANNELS @ ENDS I I -------------------------- Ross Bryan Associates, Inc. - o 227 French Landing Drive Nashville, TN 37228 DESIGNED IN Ryq 4 VYAS CD 5 ? Z z Vella(00 BUILDING CODE —a C "SEALED FOR STRUCTURAL COMPoNEIITE ONIV^ N Is ludawrul to altos this document as as lied by as Proraa+lorularglrraar. �' yA���G� [111-5 (v a0 3) CD G ';a o v 3 ® C i i� OF UPRIGHTS I PLAN SECTION GHM 60.2 1/2" = 1' - O" T- 10 3/4" T - 7 3/4" CROSS MEMBERS 2 01 NLJL' I LJN/1L CLCy/11 IVIV GHM-60.2 1/2" =1' - 0" 3/8"DROP FORGED STEEL LIFTING EYE REMOVE AND REPLACE W/ 3/8":015.5. H.H. BOLT AFTER INSTALLATION 1/4" STEEL PLATE WELDED TO TOP OF STEEL TUBE UPRIGHT W/ NUT WELDED TO UNDERSIDE 11/2" 5CHED 40 STEEL PIPE WELDED TO TOP OF STEEL TUBE CROSS MEMBER 1/8" STEEL TOP PLATE WELDED INTO STEEL TUBE UPRIGHT OUTLINE OF ALUM. CABINET ------------------ 3" X 3" X 3/16" STEEL TUBE UPRIGHT ----------------- 2" ----------------2" X 2" X 3/16" STEEL TUBE CRO55 MEMBERS WELDED TO STEEL TUBE UPRIGHTS ------------------ 1/2" -13 X 2" STEEL BOLT ASSEMBLY ------------------- STEEL BASE PLATE WELDED TO STEEL UPRIGHT ------------------------ C4 X 5.4 STEEL CHANNEL BOLTED TO BASE PLATES I I 4" X 1/2" X 6" STEEL BAR STOCK WELDED TO I BOTTOM OF CHANNELS @ ENDS I I -------------------------- 2'-0" CHANNEL 3 SIDE 5ECTION GHM-60.21/2" =1' - 0" rI I Architectural Graphics Incorporated 2655 International Parkway P.O. Box 9175 Virginia Beach, VA 23450 (757)427-1900 Project Title PROLOGIS Sign Type GHM-60 Drawing Type STRUCTURAL ELEVATION Date 02.15.12 Lead Drafter NJC Drawn By JLM Project Mgr. C. QUIGLEY General Sign Specifications ❑ Interior Exterior ❑ Single Faced Double Faced El 0 Non -Illuminated ❑ Illuminated ❑ 120 Volts Amps(+/ -j ❑ 277 Volts Amps(+/ -j ❑ Amps(+/ -1 ❑ U/L Listed ❑ Non U/L Liste Location Windload Area Weight Drawing Revisions Drawn By Date Change A, JLM 1 07.24.12 ISTRUCTURE This document Is the sale property of Architectural Graphics, Inc. ,and all design, manufacturing, reproduction, use and safe rights regarding the same are eqressly forbidden. it 1. submitted under a eongdentist relationship, for a special purpose, and the reeyNent, by accepting this document a custody and agrees, that this document will not be copied or reproduced In whole or In part, nor Its contents revealed In any manner or to arty person xcept for the purpose for which It was tendered, nor any special features peculiar to this design be Incorporated In other projects. Approved By _ Date Approved F I— ,..r IE I V C ® FJobNumber 3 de Type i s�t 3 5 /3 � o 11108 C APR 2 2 2013 -ill,:!! � - Sheet Number Rev. GHM-60.2 Ross Bryan Associates, Inc. Engineers - 227 French Landing Drive Nashville, TN 37228 DESIGNED IN Ryq ACCORDANCE VYAS WITH 2006 and o 2009 INTERNATIONAL BUILDING CODE W017�p �t�, "SEALED FOR STRUCTURAL COMPoNEIITE ONIV^ N Is ludawrul to altos this document as as lied by as Proraa+lorularglrraar. �' yA���G� [111-5 2'-0" CHANNEL 3 SIDE 5ECTION GHM-60.21/2" =1' - 0" rI I Architectural Graphics Incorporated 2655 International Parkway P.O. Box 9175 Virginia Beach, VA 23450 (757)427-1900 Project Title PROLOGIS Sign Type GHM-60 Drawing Type STRUCTURAL ELEVATION Date 02.15.12 Lead Drafter NJC Drawn By JLM Project Mgr. C. QUIGLEY General Sign Specifications ❑ Interior Exterior ❑ Single Faced Double Faced El 0 Non -Illuminated ❑ Illuminated ❑ 120 Volts Amps(+/ -j ❑ 277 Volts Amps(+/ -j ❑ Amps(+/ -1 ❑ U/L Listed ❑ Non U/L Liste Location Windload Area Weight Drawing Revisions Drawn By Date Change A, JLM 1 07.24.12 ISTRUCTURE This document Is the sale property of Architectural Graphics, Inc. ,and all design, manufacturing, reproduction, use and safe rights regarding the same are eqressly forbidden. it 1. submitted under a eongdentist relationship, for a special purpose, and the reeyNent, by accepting this document a custody and agrees, that this document will not be copied or reproduced In whole or In part, nor Its contents revealed In any manner or to arty person xcept for the purpose for which It was tendered, nor any special features peculiar to this design be Incorporated In other projects. Approved By _ Date Approved F I— ,..r IE I V C ® FJobNumber 3 de Type i s�t 3 5 /3 � o 11108 C APR 2 2 2013 -ill,:!! � - Sheet Number Rev. GHM-60.2 1 13A5E PLATE DETAIL GHM-60.3 3/8" =1" c- . PLANNING APPROVED - No changes'can be made. o$ese plans without aPPrOval from hO Planning Division of "T Approved ay:' Date: /'SIIArchitectural 1'(V,. Graphics Incorporated 2655 International Parkway P.O. Box 9175 Virginia Beach, VA 23450 (757)427-1900 Project Title PROLOGIS Sign Type 2 1/4"0 X 1/4" STEEL PLATE WELDED TO TOP GHM-60 — OF STEEL TUBE UPRIGHT ------ Drawing Type STEEL PIPE UPRIGHT DETAIL 3/8"0 NUT WELDED Date 02.15.12 TO BOTTOM OF STEEL PLATE Lead Drafter NJC �- 1/2"0 THRU HOLE TO ACCOMMODATE Drawn By JLM 3/8"0 LIFTING EYE Project Mgr. C. QUIGLEY -- - - ROSS B General Sign Specifications ryan Associates, Inc. Engineers ❑ Interior Exterior 227 French Landing Drive Nashville, TN 77228 ❑ Single Faced 0 Double Faced DESIGNED IN ❑ 7/8"0 HOLE TO ACCOMMODATE 2 TOP PLATE DETAIL UPPER TUBE � Non -Illuminated 5/8"O THREADED ROD ACCORDANCE ❑ illuminated GHM-60.3 3/4" = V ❑ 120 Volts Amps(+/-) �dARD WITH 2006 and ❑ 277 Volts Amps(+/-) F VVA 2009 INTERNATIONAL ❑ Amps(+/-) C]U/L Listed C]Non U/L Listei p BUILDING CODE Location 2"0 THRU HOLE TO ALLOW O , O G sEA(EO FOR STRUCTURAL COMPONENTS ONLY- n is wYawfai fo akar Mm this d—shaas —led by a Windload FOR WATER DRAINAGE = � p.wa.aionr a^si^»r• Area Weight Drawing Revisions STEEL TUBE UPRIGHT Q .pF4801 ]gyp �S,Cri/SER 1JLMwn By Date Change S�NAL� 07.24.12 STRUCTURE //1 --------------, 1/2" STEEL PLATE WELDED I TO BOTTOM OF STEEL TUBE I UPRIGHT ------------- ZZ 0) N 2 9/16" /8" STEEL PLATE WELDED INTO TOP )F STEEL TUBE UPRIGHT STEEL TUBE UPRIGHT This dos — - -a sole property of Architectural Oraphlcs, Inc. ,and all design, manufacturing, ,.product.,, use and sal. rights regarding the same are res eapsy forhidden. n Is submitted under a eertllde,tW relationship, for a apeclai purpose, and the —Went, by accepting this doeumm e"t assues custody and agrees that this men docut will not be eepkd er reproduced In whole or In part. nor Its contents revealed Marty manner or to any person except for the purpose for which ft was tendered, nor any special features peculiar to this design be Incorporated M other projects, Approved By Date Approved RECEI\/Ep 3 TOP PLATE DETAIL LOWER TUBES Code Type GHM-60.3 1/2" =1" 11108 C APR 22 2013 Job Number 1j1 16,'M . Sheet Number Rev. GHM-60.3 r n ~ PLANNING APPROVED No changes can be made. to these plans without approval from the Planning Division of DCD Approved B . Date: r 8'- 41/2" CENTER CABINET 1'- 5 1/2" 6" .. 1'- 113/4" 6" 1'- 113/4" 6" 1'- 5 1/2" I 1/2n =1' - On .090" BRAKEFORMED ALUM. STRAPS WELDED TO INSIDE OF MIDDLE CABINET #10 X V S.S. H.H. TEK 5CREW5 TO SECURE OUTER CABINET TO CENTER CABINET 9 13/16" AGI CHANNEL FRAME .090" ALUM. FACES VERSILOCKED TO AGI CHANNEL FRAME MOUSEHOLE ALUM CHANNEL AS REaP TO ALLOW STEEL FRAME TO DROP IN FROM THE FRONT F E i V E D APR 2 2 2013 !;(!tdilJlllNl I r I,I '/I i-oiw -lir Ross Bryan Associates, Inc. Engineers 227 French Landing Drive Nashville, TN 37228 DESIGNED IN ACCORDANCE WITH 2006 and 2009 INTERNATIONAL BUILDING CODE "s"LfED FM M—I&URAL COMPONFJITa ONLY' k la srda a"gi to ads, this docair a.t as saa1W by a nreraaslanal .nehaa a,. 2 SIDE SECTION GHM 60.41/2' =1'-O" S13m-033 rI I Architectural Graphics Incorporated 2655 International Parkway P.O. Box 9175 Virginia Beach, VA 23450 (757)427-1900 Project Title PROLOGIS Sign Type GHM-60 Drawing Type STRUCTURAL ELEVATION Date 02.15.12 Lead Drafter NJC Drawn By JLM Project Mgr. C. QUIGLEY General Sign Specifications ❑ Interior Exterior ❑ Single Faced Double Faced Non -Illuminated ❑ Illuminated ❑ 120 Volts Amps(+/-) ❑ 277 Volts Amps(+/-) ❑ Amps(+/-) ❑ U/L Listed ❑ Non U/L Listed Location Windload Area Weight Drawing Revisions Drawn By I Date Change 1 JLM 1 07.24.12 ISTRUCTURE K document bh the sob property of /uchneelural hics, Inc. ,and all design, m nufacturing, duction, use and sale rights regarding the same spressy forbidden. it Is submitted under a entlal relationship, for a special purpose, and ecipient, by accepting this document assdy and agrees that this document will not be or reproduced In whole or b part, nor tis nts revealed In any manner or to any person t fee the purpose for which It waa tendered, nor spacial features peculiar to this design be orated In other projects. roved Bye Approvede Type 11108 1 C Job Number Sheet Number' Rev. GHM-60.4 r `0 0 CD 0.. "D O 0 �_ r%4 Cl) O Cr CD 0 CL 030 00 C7 z z 0 M 0 M a .090" BRAKEFORMED ALUM. STRAPS WELDED TO INSIDE OF CHANNEL FRAME 9 13/16" AGI CHANNEL FRAME RECEIVED APR 2 2 2013 ctx,�ir,,lal�l i i i7t-vi_L.cJi'Nlf_IJ i cs� 1 BLOW-UP DETAIL` GHM-60.5 1/4" =1" EXPIRE #10 X 1" 5.5. H.H. TEK SCREWS TO 5ECURE TOP CABINET TO CENTER CABINET .090" BRAKEFORMED ALUM. STRAPS WELDED TO IN51DE OF CHANNEL FRAME .090" ALUM. PANEL VERSILOCKED TO CHANNEL FRAME .090" ALUM. PANEL VER5ILOCKED TO CHANNEL FRAME r/\4GQ IIArchitectural Graphics Incorporated 2655 International Parkway P.O. Box 9175 Virginia Beach, VA 23450 (757)427-1900 Project Title PROLOGIS Sign Type GHM-60 Drawing Type DETAIL Date 02.15.12 Lead Drafter NJC Drawn By JLM Project Mgr. C. QUIGLEY General Sign Specifications ❑ Interior Exterior ❑ Single Faced Double Faced ARD Ca G = Ross Bryan Associates, Inc. Engineers 227 French Landing Drive Nashville, TN 37228 DESIGNED IN Non -Illuminated 1 B017 w�v STEG`� VAL ❑ 120 Volts Amps(+/-) ❑ 277 Volts Amps(+/-) ❑ / cs� 1 BLOW-UP DETAIL` GHM-60.5 1/4" =1" EXPIRE #10 X 1" 5.5. H.H. TEK SCREWS TO 5ECURE TOP CABINET TO CENTER CABINET .090" BRAKEFORMED ALUM. STRAPS WELDED TO IN51DE OF CHANNEL FRAME .090" ALUM. PANEL VERSILOCKED TO CHANNEL FRAME .090" ALUM. PANEL VER5ILOCKED TO CHANNEL FRAME r/\4GQ IIArchitectural Graphics Incorporated 2655 International Parkway P.O. Box 9175 Virginia Beach, VA 23450 (757)427-1900 Project Title PROLOGIS Sign Type GHM-60 Drawing Type DETAIL Date 02.15.12 Lead Drafter NJC Drawn By JLM Project Mgr. C. QUIGLEY General Sign Specifications ❑ Interior Exterior ❑ Single Faced Double Faced ARD Ca G = Ross Bryan Associates, Inc. Engineers 227 French Landing Drive Nashville, TN 37228 DESIGNED IN Non -Illuminated ❑ Illuminated B017 w�v STEG`� VAL ❑ 120 Volts Amps(+/-) ❑ 277 Volts Amps(+/-) ❑ Amps(+/-) ❑ U/L Listed ❑ Non U/L Listed Location Windload Sheet Number GHM-60.5 Area Weight Drawing Revisions III Drawn By I Date I Change 1 JLM 1 07.24.12 1 STRUCTURE e This document Is the sok property of Architecture[ Graphics, Inc. .anti all design, manufacturing, reproduction, use and sale rights regarding the same are expressly torbiaaen. It Is submitted under confidential relett"AlF, for a special purpose, and Ne reciplent, by accepting thk document a .—a custody and agrees that this document will not be willed or reproduced in whole or In part, nor Its contorts revealed in any enamor or to any person except far the purpose for which It was teMered, nor for special features peculiar to this design be Incorporated in other projects ARD Ca G = Ross Bryan Associates, Inc. Engineers 227 French Landing Drive Nashville, TN 37228 DESIGNED IN Approved By Date Approved B017 w�v STEG`� VAL ACCORDANCE �/(� WITH 2006 and 2009 INTERNATIONAL Code 11108 EE Job Number 8 BUILDING CODE "SEAL Eo soft smuctualu corsoNENn oNLv- ft la; curs' m.le., 11kis docamr.rne...d" by. .nM...Issued .nr..r glr. Sheet Number GHM-60.5 Rev. 3 3/4" 3 3/4" 1 5TKUCTUPAL ELEVATION GHM-60.61/2"=I'-O" to changes can be made to these plans without approval from the planning Division of DCD Approved By* Date: Ross Bryan Associates, Inc. Engineers French Landing Drive Nashville, TN 37228 #10 X 1" 5.5. H.H. TEK SCREWS TO 5ECURE OUTER CABINET TO CENTER CABINET — 1/8" ALUM FACE VER5ILOCKED TO CHANNEL FRAME 2 13/16" ALUM. AGI CHANNEL FRAME MECHANICALLY — FASTENED & VER51LOCKEP TO ALUM. CENTER CABINET 2 13/16" AGI CHANNEL 5PACER WELDED TO AGI CHANNEL FRAME I I1 w i < o a I d to K) _____ _ ___________ _ 1__ _ ___ /___r T_____________________S__-__r___________L__f l r ' ' r F--+ ' r 4--r LL l ' l ' w ' Z a S , � f I w jl i r i l '------ ' f' _----- _____________________________________________________________________ -- , 1 1 5TKUCTUPAL ELEVATION GHM-60.61/2"=I'-O" to changes can be made to these plans without approval from the planning Division of DCD Approved By* Date: Ross Bryan Associates, Inc. Engineers French Landing Drive Nashville, TN 37228 #10 X 1" 5.5. H.H. TEK SCREWS TO 5ECURE OUTER CABINET TO CENTER CABINET — 1/8" ALUM FACE VER5ILOCKED TO CHANNEL FRAME 2 13/16" ALUM. AGI CHANNEL FRAME MECHANICALLY — FASTENED & VER51LOCKEP TO ALUM. CENTER CABINET 2 13/16" AGI CHANNEL 5PACER WELDED TO AGI CHANNEL FRAME DESIGNED IN ACCORDANCE WITH 2006 and )09 INTERNATIONAL BUILDING CODE SEALED FOR STRUCTURAL COMPONENTS ONLY" Is rn iewful to alar this document as sealed by ■ r 1 1 PG.7 2 SIDE SECTION 1 2HM-60.6 1/2" =1' - 0" I I 2" X 3" X 1/8" BRAKEFORMED ALUM ANGLE CLIP WELDED TO AGI CHANNEL SPACER & FA5TENED TO / CENTER CABINET W/ #10 X 1" 5.5. H.H. TEK 5CREW5 RECEIVED APR 22 2013 (;,O"v' I )!Jl l Y 01__V1._LUPMLNT i3lioig o33 S' r/\�GQ IIArchitectural Graphics Incorporated 2655 International Parkway P.O. Box 9175 Virginia Beach, VA 23450 (757)427-1900 Project Title PROLOGIS Sign Type GHM-60 Drawing Type STRUCTURAL ELEVATION Date 02.15.12 Lead Drafter NJC Drawn By JLM Project Mgr. C. QUIGLEY General Sign Specifications ❑ Interior Exterior ❑ Single Faced Double Faced El 0 Non -Illuminated ❑ Illuminated ❑ 120 Volts Amps(+/-) ❑ 277 Volts Amps(+/-) ❑ Amps(+/-) ❑ U/L Listed ❑ Non WL Listed Location Windload Area Weight Drawing Revisions Drawn By I Date Change A, JLM 1 07.24.12 ISTRUCTURE This document Is the sole property of ArchitecturalGraphics, Inc. ,and all design, manufacturing, =reduction, use and eade tights regarding the Game "'"'c"sty forbidden. ti Is submitted abler cengdentlal relationship, for a special purpose, and the reclpierd, by accepting this document assumes custody and agrees that this document will net be copied or reproduced In whole or M part, our Its contents revealed In any manner or to any person e pt for the purpose for which h was tendered, a: any special feature peculiar to this design bo facerpwated in other prgecta. :Date roved By Approved Code Type 11108 C Job Number Sheet Number' Rev GHM-60.6 I I1 DESIGNED IN ACCORDANCE WITH 2006 and )09 INTERNATIONAL BUILDING CODE SEALED FOR STRUCTURAL COMPONENTS ONLY" Is rn iewful to alar this document as sealed by ■ r 1 1 PG.7 2 SIDE SECTION 1 2HM-60.6 1/2" =1' - 0" I I 2" X 3" X 1/8" BRAKEFORMED ALUM ANGLE CLIP WELDED TO AGI CHANNEL SPACER & FA5TENED TO / CENTER CABINET W/ #10 X 1" 5.5. H.H. TEK 5CREW5 RECEIVED APR 22 2013 (;,O"v' I )!Jl l Y 01__V1._LUPMLNT i3lioig o33 S' r/\�GQ IIArchitectural Graphics Incorporated 2655 International Parkway P.O. Box 9175 Virginia Beach, VA 23450 (757)427-1900 Project Title PROLOGIS Sign Type GHM-60 Drawing Type STRUCTURAL ELEVATION Date 02.15.12 Lead Drafter NJC Drawn By JLM Project Mgr. C. QUIGLEY General Sign Specifications ❑ Interior Exterior ❑ Single Faced Double Faced El 0 Non -Illuminated ❑ Illuminated ❑ 120 Volts Amps(+/-) ❑ 277 Volts Amps(+/-) ❑ Amps(+/-) ❑ U/L Listed ❑ Non WL Listed Location Windload Area Weight Drawing Revisions Drawn By I Date Change A, JLM 1 07.24.12 ISTRUCTURE This document Is the sole property of ArchitecturalGraphics, Inc. ,and all design, manufacturing, =reduction, use and eade tights regarding the Game "'"'c"sty forbidden. ti Is submitted abler cengdentlal relationship, for a special purpose, and the reclpierd, by accepting this document assumes custody and agrees that this document will net be copied or reproduced In whole or M part, our Its contents revealed In any manner or to any person e pt for the purpose for which h was tendered, a: any special feature peculiar to this design bo facerpwated in other prgecta. :Date roved By Approved Code Type 11108 C Job Number Sheet Number' Rev GHM-60.6 PLAN' s'; 4 7� 4 R HG APPROVED aP g , •`V Y ice® to these (io changes can be made from the plans without approval fr Planning Division of Approved Date: .4 — — — — — I I I I I I I I I — — — — — — — — 1 BLOW-UP DETAIL GHM 60.7 3/8" =1" 2 13/16" AGI CHANNEL -KERF @ TOP A5 REQ TO MATCH RADIU5 1/2" CUT PLATE PVC LOGO & WORDMARK 4MM ACM BACKER (OR EQUIV.) VER5ILOCKED TO BACK OF FACE 1/4"- 20 ALUM. DRILLED & TAPPED INTO LETTERS & SET INTO FACE & BACKER W/ EPDXY 1/8" ALUM. FACE VER5ILOCKED TO CHANNEL FRAME 2 13/16" AGI CHANNEL MECHANICALLY FASTENED & VERSILOCKED TO CENTER CABINET Ross Bryan Associates, Inc. Engineers 227 French Landing Drive Nashville, TH 37228 DESIGNED IN ACCORDANCE WITH 2006 and 2009 INTERNATIONAL BUILDING CODE -SEALED FOR STRUCTURAL COMPONENTS ONLY" It Is unlawful to atter this document as waled by a #10 X 1" 5.5. H.H. TEK SCREWS TO SECURE OUTER CABINET TO CENTER CABINET rs 13 +r 0 - 5.-CEiVED APR 22 2013 *'(-(AAMU, Ni i Y DEVU— ul'MENT rArchitectural Graphics Incorporated 2655 International Parkway P.O. Box 9175 Virginia Beach, VA 23450 (757)427-1900 Project Title PROLOGIS Sign Type GHM-60 Drawing Type DETAIL Date 02.15.12 Lead Drafter NJC Drawn By JLM Project Mgr. C. QUIGLEY General Sign Specifications ❑ Interior Exterior ❑ Single Faced Double Faced El 0 Non -Illuminated ❑ Illuminated ❑ 120 Volts Amps(+/-) ❑ 277 Volts Amps(+/-) ❑ Amps(+/-) ❑ U/L Listed ❑ Non U/L Listed Location Windload Area Weight Drawing Revisions ■ /1\ JLM 1 07.24.12 1 STRUCTURE This document Is the sole property of Architectural Graphics, Inc. .and all design, m nulacturing, reprod-don, use and sale rights regarding en. the same re expressly ferbiddh Is submitted under a tonfldential relationship for a special purpose, and the redpia.% by accepting this docunwnt assumes custody an agrees that this document will not be co led aproduced I whole or In part. nor Its contents revealed in y manner a to any person aeept to a the purpose for which it was tendered, n airy special features peculiar to this design be incorporated in other protects. ' Approved By ' Date Approved Code Type 11108 1 C Job Number Sheet Number' Rev. GHM-60.7 r 9'-O" --------------------------------------------------------------------------------------------------- -___--___.-_.------------ -- _ ___ _ _____ ______._ _ _._._._ _.____ _ + -,-------- - + ; �tr + `� 1 #10 X 1" 5.5. H.H. TEK 5CREW5 FABRICATED ALUM. TOP CABINET TO 5ECURE OUTER CABINET TO CENTER CABINET -_ ___--___-- --_ _ ---_ ---- ___-__-_--_- __�_--__ -1 1 __ ___ r, 3 1 . G ______________________________________' ij A , p _ _________ __________________________________________m_ -______-_____a ------------------------------------------------ ------------------------------- ---------' STEEL PIPE UPRIGHT 1 PLAN SECTION GHM-60.8 1" =1' - 0.- 1/8" " 1/8" ALUM. FACE IVER5ILOCKED TO ALUM. CHANNEL FRAME I I I 2 13/16" AGI CHANNEL MECHANICALLY FASTENED - & VERSILOCKED TO TOP OF CENTER CABINET I STEEL PIPE UPRIGHT 2 BLOW-UP DETAIL GHM 60.8 3/8" =1" FABRICATED ALUM. CENTER CABINET 1/8" ALUM. FACE VERSILOCKED TO BOTTOM ALUM. CHANNEL AGICHANNELF A D� �g0 17 14(3 Architectural Graphics Incorporated 2655 International Parkway P.O. Box 9175 Virginia Beach, VA 23450 (757)427-1900 Project Title PROLOGIS Sign Type GHM-60 Drawing Type SECTION Date 02.15.12 Lead Drafter NJC Drawn By JLM Project Mgr. C. QUIGLEY General Sign Specifications ❑ Interior Exterior ❑ Single Faced Double Faced Non -Illuminated ❑ Illuminated ❑ 120 Volts Amps(+/-) ❑ 277 Volts Amps(+/-) ❑ Amps(+/-) ❑ U/L Listed ❑ Non U/L Listed Location Windload Area Weight Drawing Revisions Drawn By 1 Date Change A, JLM 1 07.24.12 ISTRUCTURE This document Is the sets properly of Architectural Graphics, Inc. ,and all design, manufacturing, EXPIRES mproduotlen, use and sale rights regarding the same ewressly f* Idden. h is submitted under a eenfldeMial rclatlonship, for a special purpou, and the reclplernr by accepting this document assumes custody and agrees that this document will net be Copied or mprodu"d in whole or In part, nor Its antents revealed in my manner or to any person inept for the purpose for which h was tendered. ner any special itMurca peculiar to this design be Ross Bryan Associates, Inc. incorporated In other p oleos. 3 BLOW-UP DETAIL Engineers GHM 60.8 3/8" c 1" 227 French Landing Drive Nashville, TH 77226 Approved By DESIGNED IN Date Approved ACCORDANCE Code Type RECEIVED,5/3-0 11108 C WITH 2006 and 2009 INTERNATIONAL Job Number APR 22 2013 BUILDING CODE -SEAL F" Loa srnucruxwIL COMPMENU ONLV- Sheet Number Rev. j)1 /I I_t. a!'Ni1 ser It Is.Mswhrl is slur this"can.*ass s.sisd by. GHM-60.8 prM...l«rr swim .r. CD � � Q IIIo o U O_ 8 (D momss 6 Cc E O O La CL aW ¢' a? cc C� � .0 wO 0) 51 D LL ed ca i C �. 0 ]. sews, ztCL dd 9'-O" --------------------------------------------------------------------------------------------------- -___--___.-_.------------ -- _ ___ _ _____ ______._ _ _._._._ _.____ _ + -,-------- - + ; �tr + `� 1 #10 X 1" 5.5. H.H. TEK 5CREW5 FABRICATED ALUM. TOP CABINET TO 5ECURE OUTER CABINET TO CENTER CABINET -_ ___--___-- --_ _ ---_ ---- ___-__-_--_- __�_--__ -1 1 __ ___ r, 3 1 . G ______________________________________' ij A , p _ _________ __________________________________________m_ -______-_____a ------------------------------------------------ ------------------------------- ---------' STEEL PIPE UPRIGHT 1 PLAN SECTION GHM-60.8 1" =1' - 0.- 1/8" " 1/8" ALUM. FACE IVER5ILOCKED TO ALUM. CHANNEL FRAME I I I 2 13/16" AGI CHANNEL MECHANICALLY FASTENED - & VERSILOCKED TO TOP OF CENTER CABINET I STEEL PIPE UPRIGHT 2 BLOW-UP DETAIL GHM 60.8 3/8" =1" FABRICATED ALUM. CENTER CABINET 1/8" ALUM. FACE VERSILOCKED TO BOTTOM ALUM. CHANNEL AGICHANNELF A D� �g0 17 14(3 Architectural Graphics Incorporated 2655 International Parkway P.O. Box 9175 Virginia Beach, VA 23450 (757)427-1900 Project Title PROLOGIS Sign Type GHM-60 Drawing Type SECTION Date 02.15.12 Lead Drafter NJC Drawn By JLM Project Mgr. C. QUIGLEY General Sign Specifications ❑ Interior Exterior ❑ Single Faced Double Faced Non -Illuminated ❑ Illuminated ❑ 120 Volts Amps(+/-) ❑ 277 Volts Amps(+/-) ❑ Amps(+/-) ❑ U/L Listed ❑ Non U/L Listed Location Windload Area Weight Drawing Revisions Drawn By 1 Date Change A, JLM 1 07.24.12 ISTRUCTURE This document Is the sets properly of Architectural Graphics, Inc. ,and all design, manufacturing, EXPIRES mproduotlen, use and sale rights regarding the same ewressly f* Idden. h is submitted under a eenfldeMial rclatlonship, for a special purpou, and the reclplernr by accepting this document assumes custody and agrees that this document will net be Copied or mprodu"d in whole or In part, nor Its antents revealed in my manner or to any person inept for the purpose for which h was tendered. ner any special itMurca peculiar to this design be Ross Bryan Associates, Inc. incorporated In other p oleos. 3 BLOW-UP DETAIL Engineers GHM 60.8 3/8" c 1" 227 French Landing Drive Nashville, TH 77226 Approved By DESIGNED IN Date Approved ACCORDANCE Code Type RECEIVED,5/3-0 11108 C WITH 2006 and 2009 INTERNATIONAL Job Number APR 22 2013 BUILDING CODE -SEAL F" Loa srnucruxwIL COMPMENU ONLV- Sheet Number Rev. j)1 /I I_t. a!'Ni1 ser It Is.Mswhrl is slur this"can.*ass s.sisd by. GHM-60.8 prM...l«rr swim .r. r &'- 4 1/2" 3/4" ----------------------- - 1 ---------------------------------- �-- --------------------- ---------------------------------- ---------------- -------- ------------------ ------------ �---' ------------------------------------------------------------------------------------------------------- ---------------- - -------------------------- FABRICATED ALUM. TOP CABINET FABRICATED ALUM. CENTER CABINET PLAN SECTION GHM 60.9 1" =1' - 0" -0-1, 0 %- 4) Q c5 4 -------------------------------------------- ----- ' 1/8" ALUM. FACES VER5ILOCKED I --- - - I TO ALUM. CHANNEL FRAME 1 I 2" X 3" X 1/8" BRAKEFORMED ALUM ANGLE I O WELDED TO CHANNEL FRAME & I I MECHANICALLY FASTENED TO CENTER CABINET I2 13/16" AGI CHANNEL FRAME 1 #10 X 3/4" 5.5. H.H. TEK SCREWS I) TO SECURE TO CHANNEL FRAME TO ii I CENTER CABINET i 2 BLOW-UP DETAIL GHM-60.9. 3/8" =1" Sia -o33 LEIS E D AM 22 2013 CO MPAIJNI I Y DFVFLU13MEN l Ross Bryan Associates, Inc. Engineers 227 French Landing Drive Nashville, TN 37228 DESIGNED IN ACCORDANCE WITH 2006 and 2009 INTERNATIONAL BUILDING CODE -WAUM FOR SnUen"m t: upm Mis ONLY" It Is ""lawful to aaor tb\s document as soalod by ■ Frolea.bn.t sma amm,. rII Architectural Graphics Incorporated 2655 International Parkway P.O. Box 9175 Virginia Beach, VA 23450 (757)427-1900 Project Title PROLOGIS Sign Type GHM-60 Drawing Type SECTION Date 02.15.12 Lead Drafter NJC Drawn By AM Project Mgr. C. QUIGLEY General Sign Specifications ❑ Interior Exterior ❑ Single Faced Double Faced 11 E Non -Illuminated ❑ Illuminated ❑ 120 Volts Amps(+/-) ❑ 277 Volts Amps(+/-) ❑ Amps(+/-) ❑ U/L Listed ❑ Non U/L Liste Location Windload Area Weight Drawing Revisions Drawn By I Date Change A, JLM 1 07.24.12 ISTRUCTURE This document Is the sole property of Architectural Graphic., Inc. ,and all design, manufacturing, reproduction, use and sale rights regarding the tame are expressly forbidden. h Is ..brained under a eonflderMal relationship, for • special purpose, and the recipient, by accepting this document assumes custody arra agrees that this document MII not be copied or reproduced M whole or in part, or Its contents revealed In arty roamer or to say person except for the purpose for whkh it was tendered, nor any special features peeunar to this design be Incorporated M other projects. F roved By e Approved e Type 11108 C Job Number Sheet Number' Rev. GHM-60.9 UPPER ANGLES 1 3/4" " ;-J EXTRUDED ALUM. ANGLE CLIP MECHANICALLY FASTENED TO CENTER CABINET TO CATCH ACCENT CABINETS -- -__- _ .090" BRAKEFORMED ALUM ANGLE CLIPS MECHANICALLY FASTENED TO CENTER CABINET z ALUM. CABINETS 1 3/4" &'- 21/2" m LOWER ANGLES V-1" 3'-13/4" 3'-13/4" OF ANGLE GRIP5 1'- 17/8" 3'- 13/4" 3'- 13 OF BAR STOCK 2'-0" 1' -1 3/4' 2'-0" UPPER ANGLES 1 3/4" " ;-J EXTRUDED ALUM. ANGLE CLIP MECHANICALLY FASTENED TO CENTER CABINET TO CATCH ACCENT CABINETS -- -__- _ .090" BRAKEFORMED ALUM ANGLE CLIPS MECHANICALLY FASTENED TO CENTER CABINET z m w z m I � w I z to 6 PAN 1/2"=1'-O" PLANNING APPi OVED No changes can be made rown theto e plans without approval sion of DCD RECEIVED Planning Div APR 22 2013 Approvedd Fay: COMMUNI I Y Date: r i y DEVELU1'MIL=NT 2" X 1/8" ALUM BAR STOCK WELDED INTO AGI CHANNEL FRAME 13/16" X 13/16" X.090" ALUM. CHANNEL FRAME ------------------------ #12 X 2" 5.5. C.S. SHEET METAL 5CREW5 @ 24" O.C.I ► TO SECURE CABINET TO ALUM. ANGLE I - USE SPACERS ON LARGER PANEL I ------------------------ 3/4"X 3/4" X 1/8" ALUM. ANGLE MECHANICALLY FASTENED TO FACE OF CENTER CABINET TO ALLOW FOR ATTACHMENT OF ACCENT CABINETS Ross Bryan Associates, Inc. Engineers 227 French Landing Drive Nashville, TH 37228 DESIGNED IN ACCORDANCE WITH 2006 and 2009 INTERNATIONAL BUILDING CODE "SEALED FOR STRUCTURAL COMPONENTS ONLY" it to ardawfal to after this document as seeing by a profs uitia d anSlrraw. ^-- PG. it 1 I PG.11 LJ -1 2 SIDE VIEW GHM-60.10 1/2" =1' - 0" r- Architectural Architectural Graphics Incorporated 2655 International Parkway P.O. Box 9175 Virginia Beach, VA 23450 (757)427-1900 Project Title PROLOGIS Sign Type GHM-60 Drawing Type STRUCTURAL ELEVATION Date 02.15.12 Lead Drafter NJC Drawn By JLM Project Mgr. C. QUIGLEY General Sign Specifications ❑ Interior Exterior ❑ Single Faced Double Faced El N Non -illuminated ❑ Illuminated ❑ 120 Volts Amps(+/-) ❑ 277 Volts Amps(+/-) ❑ Amps(+/-) ❑ U/L Listed ❑ Non U/L Listel Location Windload Area Weight Drawing Revisions Drawn By I Date Change At JLM 1 07.24.12 STRUCTURE Tills document Is the sole property of Archil-Wral Graphics, Inc. ,and all design, manufacturing, reproduction, use and sale rights regarding the same are espresaly forbidden. it is submitted under a confidential relationship, for a special purpose, and the recipient, by aeeeptlrrg this document maurnes custody at agrees that this document will not be copied ar reproduced M whole or In part, nor Its contents revelled W awry manner er W airy person aaxpt for the purpose for which tt was tendered, nor ny speetal features pewllar to this design be Incorporated In "or protects. Approved By Date Approved ' code Type 11108 I C ' Job Number Sheet Number I Rev. GHM-60.10 r • Q� Exterior ❑ Single Faced �m c E Eau . ❑ 120 Volts > ❑ 277 Volts Amps(+/-) ❑ CO ❑ U/L Listed ❑ Non U/L Listet 00N Windload Area <� ea , i!j CIO ro_- tt3 C 4< co C fi .090" ALUM. FACES VER5ILOCKED TO ALUM. CHANNEL FRAME 3/4" X 3/4" X 1/8" ALUM. ANGLE SCREWED TO FACE OF CENTER CABINET TO ALLOW FOR ATTACHMENT OF ACCENT CABINETS L----------------------- #12 X 2" 5.5. C.S. SHEET METAL SCREWS I I TO SECURE CABINET TO ALUM. ANGLE —4 @ 12" O.C. ---------------------- AGI ALUM. ANGLE GRIP EXTFU51ON FASTENED TO CENTER CABINET W/ #10 X 3/4" 5.5.H.H. TEK SCREWS ------------------------- #12 X 2" 5.5. C.S. SHEET METAL SCREWS I TO SECURE CABINET TO ALUM. ANGLE @ 12" O.C. I I /I 3/4' X 5/8" X 1" LONG PVC SPACER I ON LARGER PANELS ONLY — — — — — .090" ALUM. FACES VERSILOCKEI TO ALUM. CHANNEL FRAME I------------------ -- #12 X 2" S.S. C.S. SHEET METAL SCREWS TO SECURE CABINET TO ALUM. ANGLE I @ 12" O.C. I -------------------- /----------------------------------- -------------- ---— `_7 r�------- r -�_ ii , '.I- i "--------------------------------------------------------- I BRAKEFORMED ALUM ANGLE GRIP 2" X 1/8" ALUM BAR STOCK WELDED INTO CHANNEL FRAME TO SEAT INTO VERTICAL ANGLE GRIPS 13/16" ALUM. CHANNEL FRAME Ross Bryan Associates, Inc. Engineers 227 French Landing Drive Nashville, TN 37, DESIGNED IN ACCORDANCE WITH 2006 and 2009 INTERNATIONAL BUILDING CODE "SEALED FOR STRUCTURAL COMPONENTS ONLY^ N 1. ind—ful to Sitar this document as —led by is M 040 L 01- ", KtWAW'4,4�!i CEIVED R 22 2013 )MMJNI I Y 'EL(A WENT 1ANICALLY FASTENED IW :TS Architectural Graphics Incorporated 2655 International Parkway P.O. Box 9175 Virginia Beach, VA 23450 (757)427-1900 Project Title PROLOGIS Sign Type GHM-60 Drawing Type DETAIL Date 02.15.12 Lead Drafter NJC Drawn By JLM Project Mgr. C. QUIGLEY General Sign Specifications ❑ Interior Exterior ❑ Single Faced Double Faced Non -Illuminated ❑ Illuminated ❑ 120 Volts Amps(+/-) ❑ 277 Volts Amps(+/-) ❑ Amps(+/-) ❑ U/L Listed ❑ Non U/L Listet Location Windload Area Weight l Drawing Revisions Drawn By I Date lChange I Al JLM 1 07.24.12 1 STRUCTURE This document 1. the sole property of Architectural Graphics, Inc. ,and all design, manufacturing, reproduction, use and sale rights regarding the same are expressly forbidden. it is submitted under a confidential relationship, for a special purpose, and the recipient, by accepting this document assumes custody and agrees that this document will not be ..pled or reproduced N whole or in part, nor Its contents revealed In any manner or le any person except M the purpose for which it was tendered, nor any special features peculiar to this design be Incorporated In other projects. Approved By _ Date Approved Code Type 11108 C Job Number Sheet NumberI Rev. GHM-60.11 T - 10 3/4" I I OF UPRIGHTS 21-0110 A 2r -Orb FOUNDATION DETAIL GHM-60.1 1/2rr =1r - 0" Ross Bryan Associates, Inc. Engineers 227 French Landing Drive Nashville, TN 37228 DESIGNED IN ACCORDANCE WITH 2006 and 2009 INTERNATIONAL BUILDING CODE "SEALED FON STRUCTURAL COMPONENTS ONLY" It is unlawful to after this document as sealed by a Professional «gine«. AR vN'4tsUT7 '� LINE OF ALUM. CABINET F -L TUBE UPRIGHT =L BASE PLATE -I 5TRENGTH NON -SHRINK GROUT :LING NUT 0 X 24" LONG GALVANIZED STEEL EADED ROD W/ MIN. 18" EMBEDMENT roM NUT FORM THREADS TO PREVENT SLIPPING D P51 CONCRETE FOUNDATION ------------------ * GR60 REINFORCED VERTICAL REBAR PORTS ON AN 18" PATTERN NOT WELD REBAR 1.3" CONCRETE COVER 4 GR60 REINFORCED HORIZONTAL W TIE5 NOT WELD REBAR I. in rnNr.RFTF rnwR f F �' F I \ / F ri APR 2 2 2013 C:OPJ11111,/I+i I Y Oi-%/I-I C`I'ML-NC rAGra11 Architectural phics Incorporated 2655 International Parkway P.O. Box 9175 Virginia Beach, VA 23450 (757)427-1900 Project Title PROLOGIS Sign Type GHM-60 Drawing Type FOUNDATION Date 02.15.12 Lead Drafter NJC Drawn By JLM Project Mgr. C. QUIGLEY IM General Sign Specifications ❑ Interior Exterior ❑ Single Faced Double Faced El 0 Non -Illuminated ❑ Illuminated ❑ 120 Volts Amps(+/-) ❑ 277 Volts Amps(+/-) ❑ Amps(+/-) ❑ U/L Listed ❑ Non U/L Listed Location Windload Area Weight Drawing Revisions Drawn By Date Change f JLM 1 07.24.12 1 STRUCTURE This document Is the sole property, of Architectural Graphics, Inc. .and all design, manufacturing, reproduction, use and sale rights regarding the same are expressly forbidden. h Is submitted under a onddential retail m,hlp, for a special purpose, and the recipient, by accepting this document a cusfody d agrees that this document will riot be copied er eprodu«d In whole or In part, nor Its contents resealed In any manner or to any person eaeept for the purpose for which ti was tendered, nor :Z special featurespeculiar to this design be Insorporated in other protects. Approved By _ Date Approved �sssea C s 3� 11108 Co MATERIAL SPECIFICATIONS: Job Number C) �-0 0 E CONCRETE - 2500 PSI (1.2 CUBIC YARDS) REINFORCING - GRADE 60 W/ 5- MIN. COVER sheet Number GHM-60.12 UJ © U +r p ou sipw Cd CL E 0 C V i CCS z a COD) e0� CD f... i C: E i ICU ea U Q) 0 _c w z�CL _y T - 10 3/4" I I OF UPRIGHTS 21-0110 A 2r -Orb FOUNDATION DETAIL GHM-60.1 1/2rr =1r - 0" Ross Bryan Associates, Inc. Engineers 227 French Landing Drive Nashville, TN 37228 DESIGNED IN ACCORDANCE WITH 2006 and 2009 INTERNATIONAL BUILDING CODE "SEALED FON STRUCTURAL COMPONENTS ONLY" It is unlawful to after this document as sealed by a Professional «gine«. AR vN'4tsUT7 '� LINE OF ALUM. CABINET F -L TUBE UPRIGHT =L BASE PLATE -I 5TRENGTH NON -SHRINK GROUT :LING NUT 0 X 24" LONG GALVANIZED STEEL EADED ROD W/ MIN. 18" EMBEDMENT roM NUT FORM THREADS TO PREVENT SLIPPING D P51 CONCRETE FOUNDATION ------------------ * GR60 REINFORCED VERTICAL REBAR PORTS ON AN 18" PATTERN NOT WELD REBAR 1.3" CONCRETE COVER 4 GR60 REINFORCED HORIZONTAL W TIE5 NOT WELD REBAR I. in rnNr.RFTF rnwR f F �' F I \ / F ri APR 2 2 2013 C:OPJ11111,/I+i I Y Oi-%/I-I C`I'ML-NC rAGra11 Architectural phics Incorporated 2655 International Parkway P.O. Box 9175 Virginia Beach, VA 23450 (757)427-1900 Project Title PROLOGIS Sign Type GHM-60 Drawing Type FOUNDATION Date 02.15.12 Lead Drafter NJC Drawn By JLM Project Mgr. C. QUIGLEY IM General Sign Specifications ❑ Interior Exterior ❑ Single Faced Double Faced El 0 Non -Illuminated ❑ Illuminated ❑ 120 Volts Amps(+/-) ❑ 277 Volts Amps(+/-) ❑ Amps(+/-) ❑ U/L Listed ❑ Non U/L Listed Location Windload Area Weight Drawing Revisions Drawn By Date Change f JLM 1 07.24.12 1 STRUCTURE This document Is the sole property, of Architectural Graphics, Inc. .and all design, manufacturing, reproduction, use and sale rights regarding the same are expressly forbidden. h Is submitted under a onddential retail m,hlp, for a special purpose, and the recipient, by accepting this document a cusfody d agrees that this document will riot be copied er eprodu«d In whole or In part, nor Its contents resealed In any manner or to any person eaeept for the purpose for which ti was tendered, nor :Z special featurespeculiar to this design be Insorporated in other protects. Approved By _ Date Approved Code Type 3� 11108 C MATERIAL SPECIFICATIONS: Job Number (UNLESS OTHERWISE NOTED) CONCRETE - 2500 PSI (1.2 CUBIC YARDS) REINFORCING - GRADE 60 W/ 5- MIN. COVER sheet Number GHM-60.12 Rev. MID LAND DRIVE (;()IJitA )H y DL-v1:.LQ _ 1 I I I o I rrigation wnUrol� � I Wates Dept. valves and meter 16-7" New Sign location - (replacing existing) mal FI Light I I Q - JWT- Dept. Valves andM r - Fire Hydrant I I — — — — — — —i — — — — — — — — — — — — — — — — — — — — — — — — - - - - - - - - - - - - - - - - - - - - - - - - _.. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I I O Sign Location (replacing existing) ► I I - I I I I ► = TRI LLA DRIVE • I 1 I � ptA�V.A Cr- S7,L( PCs------------------------------------------------------------ - - - - -_ � 0o P` N 0 0 F� i 0 z � a8 m O T ^Up T O C N i9 u, a o E aciEa'�U O T N O N T F- n~_�w v oiumoE Q aot OK a w N N N U N C y t n m= m Q d oL.3= O T�3no m LN N C L m.3 E aam�d O d�oa�io y N a�aTi E2 L, 7 �• CL 0 CL 4 C 43 L O U y 7 p 4 43 O W M O ( E !L Q G1 01 d d M 0 z z Cn E 7 s ? G L) a) ii U 0 a N M O 00 M C O �— a� � c L? E o O ,nLO U M 00 LL .� C N C M LL- r) c � U - -0 Lr) L 00 0L � MN @ r H W