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18204 59TH DR NE_BLD20090173_2026
BUILDING INSPECTION REPORT Y �� Permit No. 1 Address: _lSS�O�- Sg,- Contractor: 3Y 11NG Owner: Date: APPROVAL ® PARTIAL APPROVAL VIOLATION ® CORRECTION REQUEST Corrections listed below MUST BE MADE before work can be approved Please contact inspector _,Was not able to perform inspection Call 360-435-0674 FOR RE-INSPECTION by 5:00 pm the day before 2TV Inspector: Date: . Z ® Under-floor ® Framing ® Gas Piping ® Feting ® Drywall, nailing ® Consultation oundation ®Shear Nailing ® Groundwork ® Mechanical ® Grid ® Struct. Slab ® Wood Stove ® Rough-in ® Final ® Masonry ® Drainage ® Insulation ® Other:,�- r•�o - % jjtkl� BUILDING INSPECTION REPORT Y O� Permit No. RJO ,_?L?V'1 D 0 5 Address: �5 1111__b . '. o Contractor:�Yade Mary p�ING� Owner: Date: 'a - APPROVAL PARTIAL APPROVAL VIOLATION ® CORRECTION REQUEST Corrections listed below MUST BE MADE before work can be approved Please contact inspector __was not able to perform inspection Call 360-435-0674 FOR RE-INSPECTION by 5:00 pm the day before Inspector: D Date: Z 2 io ® Under-floor ® Framing ® Gas Piping Footing ® Drywall, nailing ® Consultation ® Foundation ®Shear Nailing ® Groundwork ® Mechanical ® Grid ® Struct. Slab ® Wood Stove ® Rough-in ® Final ® Masonry 0 Drainage ® Insulation ® Other: CITY OF ARLINGTON 238 N.OLYMPIC AVE.-ARLINGTON,WA.98223 ♦ PHONE:(360)403-3421 Permit#: BLD20090173 BUILDING Project Address: 18204 59TH DR NE, ARLWGTON Parcel No: 00448200000100 CONTRACTORPROPERTV OWNER APPLICANT Arlington Airport Sign Arlington Airport Sign Arlington Airport Sign 18204 59TH DRIVE NE 18204 59TH DRIVE NE 18204 59TH DRIVE NE ARLINGTON,WA 98223- ARLINGTON,WA 98223- ARLINGTON,WA 98223- Phone:( ) - Ext. Phone:( ) - Ext. LICENSE#: EXP: Email: Email: NIBINGCONTRAcTOR MECHANICAL CONTRACTOR Lic#: Ex : 110H Fxn JOB DESCRIPTION Sign Permit @ 172nd&59th Ready to issue 08/25/2009 VALUATION: $23,000 PERMIT TYPE:Commercial PERMIT GROUP:Sign NUMBER OF STORIES:0 TYPE OF CONSTRUCTION: NUMBER OF DWELLING UNITS:0 OCCUPANT GROUP: CODE:2006 OCCUPANT LOAD: BASEMENT:0 1 ST FLOOR:0 2ND FLOOR:0 BASEMENT:0 1 ST FLOOR:0 2ND FLOOR:0 3RD FLOOR:0 GARAGE:0 DECK:0 OTHER:0 13RD FLOOR:0 GARAGE:0 DECK:0 OTHER:0 FRONTSETBACK RE UIRED: PROPOSED: RE UIRED: PROPOSED: REQUIRED: PROPOSED: HEIGHT ALLOWED:0 PROPOSED:O I REQUIRED: PROPOSED: SETBACK NOTES: APPROVALPERM IT I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOING THE WORK AUTHORIZED THEREBY,NO PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO WORKMEN'S COMPENSATION INSURANCE AND RCW 18:27. THIS APPLICATION IS NOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HIS/HER DEPUTY AND ALL FEES ARE PAID. gnature Print Name Date Re sed By Date �pr r ATTENTION / IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED.UBC109/IBC110/IRC110. ARCHIVE APPLICANT = ASSESSOR OTHER - _ _ T r BLD20090173 CONDITIONS • None Date Description Fee Amount Paid Balance Due 8/25/2009 C-BUILDING PERMIT FEE $441.50 $0.00 $441.50 8/25/2009 C-State Building Code Surcharge $4.50 $0.00 $4.50 Total Due: $446.00 $0.00 $446.00 THIS PERMIT AUTHORIZES ONLY THE WORK NOTED.THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY.ANY CONSTRUCTION ON THE PUBLIC DOMAIN(CURBS,SIDEWALKS,DRIVEWAYS,MARQUEES,ETC.)WILL REQUIRE SEPARATE PERMISSION. CALL FOR INSPECTIONS BUILDING/ENGINEERING/PARKS/UTILITIES/FINAL(360)435-0674 FIRE(360)403-3607 When calling for an inspection please leave the following information: Permit Number,Job Site Address,Type of Inspection being requested,Contact Name and Phone Number,Date Prefereed,and whether you prefer morning or afternoon. • C-Footings • C-Building Final .s FUNDS TRANSFER AUTHORIZATION Description: To transfer funds for sign permits-Airport Gateway Sign (BLD20090173) and Airport Office.Sign (BLD20100009) TRANSFER IN 001.322.10.00 552.00 POSH a U Total 552.00 Department Manager Date TRANSFER OUT 112.546.10.41.10 446.00 112.594.46.63.40 106.00 Total 552.00 /1 Department Manager 1 LvGt�� Date 2�:zs C, O1T209 1` r E T J f �y x > o m aosm� C c n wb nwb H j aopzc, 3 "!• rD o l.fl Al In i5 i A T m X O O • �om O Lo cn sz cl jw O ow o z n N r' W C = W � Y c C Z O C 3 m 1— N 2 v a Properly Line U) Z Z (chain link fence) 1 z G L7 — o n G U) v 16 0 23 Q t (� V > TI - < m o z �' .LD7 G1 O DD t GI m w ► --- ---PUD Line m in w ri -. yr S 1� C 59th Avenue NE e w v tt ��a4 x r y9yls tlly fp '•fg=y ti �.. �� �� r �� i � � ��: _� � i r � I �, � - :� . �r� t+l `���PER aRt[�tNal. 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R. f 1 :112, 1 111• T12-112' D U2 it=� 1 • d N 11=0• � 1 - I 1 a 3� O _ d M d r O 73 � C v = 2-112, 12" 2 IT' B TT- *T 1 7 _ I � I m N r} a In �il j C i d m — a 7 la 1 I I i I I. � � 1 I I: II is •� I I w to 2'-6" 2'-U" 5'-11 1i2'overall height p m rD —,v'^ m _ Ci _i -I= 1 p Il{ is m ^- g A n Z cl 48" c 70 O n m a mz III 3. IMP Zo cn ..�04�t�lk I _ II=� ao n a = g 3 fi — N 1 I 1 s - s m d d Q O 0 O Q O O 0 0 0 0 Q 1 t 1 i=7' �I i el r] n N C7 %m 05 m f Q © � Z N W s o N y a ID x � m CL � e CJC1w Y 0 0 G c o a p 3 2 Cm WIN tie fill F r � ,N• N r, SIGN SPECIFICATIONS PART 1:GENVRAL 1.01 DESCRIPTION A. This section specifies furnishing and installing Specialty Signs.The extent and location of"Specialty Signs"is indicated on the contract drawings:and includes public-related signs within the exterior of the facility as shown on Cho drawings("AS"series drawings)and includes non-illuminated and illuminated signs. B. The Sign Contractor shall tarnish all labor,tools,materials,equipment,facilities,connections, brackets and accessories to fabricate, assemble, package, ship,deliver, handle, unload and install at the work site Specialty Signs and miscellaneous accessories in accordance with this section. The work also includes Concrete installation for footings of monument and post-mounted signs. C. Specialty Signs and any miscellaneous accessories shall be new, finished as specified, in full compliance with the specification, fully assembled and installed. 1.02 STANDARDS A. .Except as modified by governing codes and by the Contract Documents, comply with the applicable provisions and recommendations of the following: I. N.PCA:National Paint and Coatings Association 2. AA: Altuninum Association - Aluminum Standards Data, Designation System for Aluminum .Finishes,Engineering.Data for Aluminum Structures 3, AWS: American Welding Society: .DLL; Structural Welding Code -- Steel, .D1.2; Structural Welding Code—Aluminum 4. NAAMM:National Architectural Metal Manufacturers:Metal Finishes Manual 5. SSPC: Society for Protective Coatings: Steel Structures Painting Manual;Volume 2 I6. UL:Underwriters Laboratories I7. ACT: American Concrete Institute S. Americans with Disabilities Act (ADA and ADAAG) I B. All work products described in this section shall conform to the highest standards of each of the respective trades. I1.03 QUALITY ASSURANCE A. QUALIFICATIONS: The Sign Contractor shall be an established firm regularly engaged in the fabrication and installation of Specialty Signs. They shall have experience in fabricating and installing signage units of typos and sires similar to those shown in the contract drawings and with experience in projects similar in cost, number of signs, and complexity of signs, for a minimum of five years and with sufficient production capacity to produce and install required units without causing delay to work. Arlington Municipal Airport Page I of 17 • I i :«. B. COORDINATION: The Sign Contractor is responsible for coordination with other contractors. Signs in this project may require extensive coordination with other systems. The Sign Contractor shall maintain documentation of coordination with the Project Manager (P.M), Designer, architect and/or engineer. (A/E), Owner and other contractors to prevent foreseeable installation problems. Any conflicts shall be brought to the immediate attention of the Project Manager for prompt, resolution/revision prior to fabrication. C. .RESPONSIBILITY: The Sign Contractor shall be responsible for the quality of all materials and workmanship required for the execution of this Contract including the materials and workmanship of any firms who act as his subcontractors. The Sign Contractor shall be responsible for providing subcontractors with complete and up-to-date drawings, specifications, graphics schedule and other information issued by the Project Manager. D. QUALITY: Completed work shall find materials structurally sound, free from scratches, abrasions, distortions, chips, breaks, blisters,holes, splits or ether disfigurement considered as imperfections for the specific material as judged solely by the Project Manager and corrections shall be made without additional coat to the Owner or impact to the schedule. E. WELDING INSPECTION:The Sign Contractor shall provide full time welding inspection and testing by an independent testing agency for all shop and field welds. Sign Contractor shall submit inspection and test reports to Project Manager if requested. F. APPROVALS FROM REGULATORY AGENCIES: Where appropriate, Sign Contractor shall coordinate with and obtain approval from City Planning Division, .DOT, .Fire Inspector and other .Regulatory Agencies with jurisdiction directly. All information to be sent to .Project Manager for review and approval prior to Sign Contractor contacting and submitting to the regulatory agencies. G. UNIFORMITY OF MANUFACTURER: For each sign form and graphic process indicated furnish products of a single manufacturer. Ii. ARTWORK:The Owner or.Project Manager will provide master artwork required for Specialty Signs for any special graphics, including logos and symbols. Master artwork provided will be in Adobe .Illustrator, Macromedia Freehand, AutoCAD, and/or.EPS file format. Sign Contractor is responsible for demonstrating in-house ability to work with and execute final production artwork from the computer files provided.Sign Contractor is responsible for generating all sign layouts. Sign Contractor will make any revisions to the sign layouts/artwork to the satisfaction of the Project .Manager or Owner.Sign Contractor will be responsible for output of all final artwork. I. LETTERING AND GRAPHICS:All lettering and other sign graphics shall be computer generated and cut or photographically reproduced. Hand-rendered or hand-out lettering or other graphics are not acceptable.All fonts and graphics are as shown in the contract drawings. J. STRUCTURAL D.ESIG.N:The Sign Contractor shall retain a qualified Structural Engineer, licensed to practice in the State of Washington for the structural design of all signs and supports.Specialty Signs to be engineered to withstand the effects of wind,weather, temperature,gravity and seismic conditions per applicable codes. Also provide for thermal movements of sign components to prevent buckling, opening ofjoints,overstressing of components,failure of connections and other,detrimental effects. j K. TERMS:The terms Sign Contractor,Sign Fabricator and Sign Installer are used interchangeably and refer to the same source in performance of work specified. 1.04 SUBMITTALS A. GENERAL: Sign contractor shall provide the following submittals: Arlington Municipal Airport Page 2 of 17 i I B. PRODUCT .DATA: Manufacturer's specifications, data, product properties and installation instructions. Include manufacturer's construction details relative to materials, individual components, profiles, and finishes for each type of sigh required. Provide manufacturer's recommendations for maintenance and cleaning requirements for exterior and interior sign surfaces. C. Sf-QP DRAWINGS: Submit within 30 days following Notice to Proceed (NTP) in duplicate, Shop Drawings for all Specialty Signs required by the Contract .Documents or subsequently required by Contract Changes. The Sign Contractor shall review the Stop .Drawings for compliance with the Contract.Documents and shall certify that he has done so by stamp, or otherwise affixed to eaoh copy thereof. 1. DRAWING DETAILS: The Shop .Drawings are to document all materials, including part numbers,product numbers and color references. Tito Shop Drawings shall illustrate all means of mounting and attachment in elevation,plan and side views,and sections, and shall include proper coordination with building sections for connections to wall,ceilings and floors and miscellaneous stnictural steel. For each type of Specialty Sign include plans,elevations,and large-scale sections of typical members and other components.Show all sign components, fittings,parts,attachments, I grounds, reinforcement, accessories, graphic layout, specific messages and graphics, joining, installation procedures, and complete anchoring and supporting systems for the various applications and mounting details. Show general assembly of components, relationship to adjoining construction, complete fabrication details of sign housing, hangers, mounting. Also include lighting,schematic wiring diagrams and electrical loads. ` 2. PERFORMANCE.DESIGN:Drawings shall clearly show provisions for all performance functions described herein. Differences from the Contract Drawings shall be clearly identified and brought to the Project Manager's attention in writing. 3. STRUCTURAL DESIGN: Include calculations substantiating conformance with design criteria. Submit struetural drawings for foundations and sign supports, signed and sealed by a qualified Structural Engineer licensed to practice in the appropriate jurisdiction. 4. VERIFY FIELD CONDITIONS: Sign Contractor shall verify field conditions, all sign locations and sign quantities and take field measurements prior to preparation of Shop Drawings and fabrication to ensure proper fitting. Show recorded measurements on Shop Drawings. D. .PROJECT SCHEDULE: Coordinate production and installation schedule with the.Project Manager to avoid delay and submit this schedule in writing.Identify dates for all submittals,reviews and approvals including Shop Drawings, samples, prototypes, in-shop reviews, in-field installation reviews and I punch lists. i E. CERTIFICATIONS: When requested by the Project Manager, submit certificates indicating that all materials and products used on the project meet or exceed specified requirements. F. SAMPLES: Submit samples, in duplicates, of the color and finish of exposed materials for'approval before proceeding.The review of samples will be for color, gloss, finish;texture and fit.Compliance with all other requirements is the exclusive responsibility of the Sign Contractor. Submit two samples each for approval of the following materials and assemblies prior to proceeding with the work (minimum 12" x 12" panels or minimum 12" sections) in the thicknesses specified herein. When requested, furnished full-size samples of sign materials. Approved samples to be retained by the Project Manager. 1. PAINTED ALUMINUM .PANELS: Finish paint samples, including specified clear coats, on ' specified panels'to match the following: n a. Color Scheme A:Matthews MP02103/.MP11988/.MP00962,satin finish Arlington Municipal Airport Page 3 of 17 ;i S' •1 Structural Calculations Arlington Airport Sign 18204 59t" Drive NE Arlington, Washington 98223 Prepared for Trade-Marx Sign and Display Corporation 818 South Dakota Street Seattle, WA 98108 February 4, 2010 ��.�e000, 11-1016f177 ,� /Doha e"'s� CAw Aviel /fir 31-45w. i � _ � ., ., ' i _� , � � i .y c � i _ � � -. S � :. �t'�. Project Information Arlington Airport Sign February, 2010 Project Arlington Airport Sign Address 18204 59'h Drive NE Arlington, WA 98223 Job No Designer Justin J Franklin Date 02/04/10 Scope: Engineering for exterior site signage structure. Building Information: Occupancy Class: N/A Construction Type: N/A Referenced Building Code and Specifications, Product Guides and Manuals Design Code: 2006 International Building Code with Washington State Amendments Design Specifications: ACI 318-05 Table of Contents: 1 Sign Structure Seal Justin J Franklin .HANF EXPIRES 1 4 14!Lo Page 1 I Sign Structure Arlington Airport Sign February, 2010 Project Arlington Airport Sign Job No Designer Justin J Franklin Date 02/04/10 Scope: Analysis and design for support wall and footing Design Information: Occupancy Category II Wind Design Parameters Wind speed = 85 mph Exposure="B" Importance Factor= 1.0 Seismic Design Parameters Site Class= "D" 0.2 sec Spectral Response: Sr,= 104.2% 1.0 sec Spectral Response: S, = 35.40% Seismic Use Group= I Importance Factor= 1.0 Nonstructural Component Coefficients • For Signs and Billboards • Response Modification Factor= 2.5 • Amplification Factor=2.5 Load Combination IBC 1605.3.2. D+L+(Lr or S or R) D+L+c.)W D+L+cj W+S/2 D+L+S+cjW/2 D+L+S+E/1.4 0.9D+E/1.4 Page 2 i I Sign Structure Arlington Airport Sign February, 2010 Nonstructural Components - Seismic Force Acceleration and Velocity Based Site Coefficients Fa= 1.083 (IBC table 1613.5.3(1)) F„= 1.693 (IBC table 1613.5.2(2)) Maximum Considered Spectral Response Acceleration Parameters(IBC 1613.5.3) SMS= Sr* Fa = 1.402*1.083= 1.128 SM1 = S1* F„ =0.354*1.693= 0.559 Design Spectral Response Acceleration(IBC 1613.5.4) SDS=2/3* SMS= 2/3*1.128=0.752 Sp1=2/3*SM1 =2/3*0.559= 0.399 Determine Seismic Design Category(IBC 1613.5.6) For SpS= 0.752 use Seismic Design Category D For Sp1= 0.399 use Seismic Design Category D Design Force(ASCE 7 13.3) Fp=0.4apSDSWp/Rplp (1+2*z/h)= (0.4*2.5*0.752*Wp/2.5*1.0)*(1+2*6/6) =0.9024 Wp plf Factored Force W= 0.9024 Wp/ 1.4=0.6446 Wp plf Page 3 I Sign Structure Arlington Airport Sign February, 2010 Freestanding Signs -Wind Force Design Wind Loads on Components and Cladding (ASCE7 6.5.14) F=ghGCfAs Velocity Pressure(ASCE 6.5.10) qh=0.00256KhKh,KdV21 = 0.00256*0.70*1.00*0.85*852*1.0= 11.00 psf Kh=0.70 Kh,= 1.00 Kd= 0.85 V =85 mph 1 = 1.0 Gust Effect Factor(ASCE 6.5.8.1) G =0.85 Net Force Coefficient—Cf B/s=0.28 Cf= 1.65 F= 11*0.85*1.65= 15.43 psf Factored Force W= 15.43*1.3=20.1 psf Page 4 _ � f NOT AN AUTHORIZED REPORT Title Arlington Airport Sign Page: Job# ...New... Dsgnr: Justin Fr. Date: FEB 4,2010 Use settings screen to create your Description.... company title block here. Analysis and design of concrete support wall and This Wall in File:n:%engineeringlarlington airport signlwall a Retain Pro 2007,24-Jul-2008,(c)1989-2008 www.retainpro.com/support for latest release Cantilevered Retaining Wall Design Code: iBC 2006 Registration#:RP-1189026 RP2007-R Criteria 'Soil Data Footing Dimensions-&Strengths � Retained Height = 2.00 ft Allow Soil Bearing = 1,500.0 psf Toe Width = 2.00 ft Wall height above soil = 6.00 ft Equivalent Fluid Pressure Method Heel Width _ 2.50 Heel Active Pressure - 35.0 psf/ft Total Footing Width - 4.50 Slope Behind Wall = 0 00:1 Toe Active Pressure = 35.0 psf/ft Footing Thickness - 16.00 in Height of Soil over Toe = 24.00 in Passive Pressure = 250.0 psf/ft Water height over heel = 0.0 It Soil Density,Heel = 110.00 pcf Key Width = 0.00 in Key Depth = 0.00 in Soil Density,Toe 0.00 pcf Key Distance from Toe = 0.00 ft Wind on Stem = 20 1 psf FootingIlSoil Friction = 0.300 Vertical component of active Soil height to ignore F t 2,500 psi Fy = 650.00 psi for passive pressure = 0.00 in Footing Concrete Density = 050.00 pcf lateral soil pressure options: p p Min As% = 0.0018 USED for Soil Pressure Cover @ Top = 2.00 in @ Btm.= 3.00 in NOT USED for Sliding Resistance. NOT USED for Overturning Resistance Surcharge Loads Lateral Load Applied to Stem I Adjacent Footing Load Surcharge Over Heel = 0.0 psf Lateral Load = 0.0#/ft Adjacent Footing Load = 0.0 Ibs NOT Used To Resist Sliding&Overturning ...Height to Top = 0.00 ft Footing Width = 0.00 ft Surcharge Over Toe = 0.0 psf ..Height to Bottom - 0.00 ft Eccentricity = 0.00 in NOT Used for Sliding&Overturning Wall to Ftg CL Dist = 0 00 ft Axial Load Applied to Stem Footing Type Axial Dead Load = 360.0 Ibs Base Above/Below Soil = 0.0 ft Axial Live Load = 0.0 Ibs at Back of Wall Axial Load Eccentricity = 0.0 in Poisson's Ratio = 0 300 Stem Weight Seismic Load ' Fp/Wp Weight Multiplier = 0.650 g Added seismic base force 390.0 Ibs Design Summary Stem Construction ' Top Stem Stem OK Wall Stability Ratios Design Height Above Ftg ft= 0.00 Overturning = 1.87 OK Wall Material Above"Ht" = Concrete Sliding = 2.95 OK Thickness = 6.00 Rebar Size = # 5 Total Bearing Load = 2,300 Ibs Rebar Spacing = 16.00 ...resultant ecc. = 13.09 in Rebar Placed at Center Design Data Soil Pressure @ Toe = 1,323 psf OK fb/FB+fa/Fa = 0.886 Soil Pressure @ Heel = 0 psf OK Total Force @Section Ibs= 583.0 Allowable = 1,500 psf Soil Pressure Less Than Allowable Moment....Actual ft-#= 2,524.8 ACI Factored @ Toe = 1,588 psf Moment....Allowable = 2,851.7 ACI Factored @ Heel = 0 psf Shear.. Actual psi= 16.2 Footing Shear @ Toe = 5.0 psi OK Shear.....Allowable psi= 75.0 Footing Shear @ Heel = 4.9 psi OK Wall Weight = 75.0 Allowable = 75.0 psi Rebar Depth 'd' in= 3.00 Sliding Calcs (Vertical Component NOT Used) LAP SPLICE IF ABOVE in= 23.40 Lateral Sliding Force 705.0 Ibs LAP SPLICE IF BELOW in= less 100%Passive Force = - 1,388.9 Ibs HOOK EMBED INTO FTG in= 10.50 less 100%Friction Force = - 690.0 Ibs Masonry Data fm psi= Added Force Req'd = 0.0 Ibs OK Fs psi= ....for 1.5:1 Stability = 0.0 Ibs OK Solid Grouting Load Factors Building Code IBC 2006 Modular Ratio'n' _ Dead Load 1 200 Short Term Factor = Live Load 1.600 Equiv.Solid Thick. _ Earth,H 1.600 Masonry Block Type = Wind,W 1.600 Masonry Design Method = ASD Seismic,E 1.000 Concrete Data fc psi= 2,500.0 Fy psi= 60,000.0 II I I NOT AN AUTHORIZED REPORT Title Arlington Airport Sign Page: Job# : ...New... Dsgnr: Justin Fr; Date: FEB 4,2010 Use settings screen to create your Description.... company title block here. Analysis and design of concrete support wall and This Wall in File:naengineeringlarlington airport signlwall a Retain Pro 2007.24-Jul-2008.(c)1989-2008 www.retainpro.corrm/supportforlatestrelease Cantilevered Retaining Wall Design Code: IBC 2006 Registration#:RP-1189025 RP2007-R Footing Design Results Toe _Heel Factored Pressure = 1,588 0 psf Mu':Upward = 0 71 ft-# Mu':Downward = 0 1,008 ft-# Mu: Design = 965 937 ft-# Actual 1-Way Shear = 496 4.88 psi Allow 1-Way Shear = 75.00 75.00 psi Other Acceptable Sizes&Spacings Toe Reinforcing = #5 @ 18,00 in Toe: Not req'd,Mu<S*Fr Heel Reinforcing = #5 @ 18.00 in Heel:Not req'd,Mu<S*Fr Key Reinforcing = None Speed Key: No key defined Summary of Overturning & Resisting Forces & Moments .....OVERTURNING..... .....RESISTING..... Force Distance Moment Force Distance Moment Item Ibs ft ft-# Ibs ft ft-# Heel Active Pressure = 194.4 1.11 216.0 Soil Over Heel = 440.0 3.50 1,540.0 Surcharge over Heel = Sloped Soil Over Heel = Toe Active Pressure = Surcharge Over Heel = Surcharge Over Toe = Adjacent Footing Load = Adjacent Footing Load = Axial Dead Load on Stem= 360.0 2.25 810.0 Added Lateral Load = *Axial Live Load on Stem = Load @ Stem Above Soil = 120.6 6.33 763.8 Soil Over Toe = 1.00 Surcharge Over Toe = Seismic Stem Self Wt = 390.0 5.33 2,080.0 Stem Weight(s) = 600.0 225 1,350.0 Earth @ Stem Transitions= Total = 705.0 O.T.M. = 3,059.8 Footing Weight = 900.0 2.25 2,025.0 Resisting/Overturning Ratio = 1.87 Key Weight = Vertical Loads used for Soil Pressure= 2,300.0 Ibs Vert.Component = Vertical component of active pressure used for soil pressure Total= 2,3000 Ibs R.M.= 5,725.0 *Axial live load NOT included in total displayed,or used for overturning resistance,but is included for soil pressure calculation DESIGNER NOTES: GENERAL STRUCTURAL NOTES A. General 1. ALL MATERIALS, WORKMANSHIP, DESIGN, AND CONSTRUCTION shall conform to the drawings, specifications, and the 2006 International Building Code as amended by Washington State (2006 IBC) . 2. STRUCTURAL DRAWINGS shall be used in conjunction with architectural drawings for bidding and construction. Contractor shall verify dimensions and conditions for compatibility and shall notify Architect of any discrepancies prior to construction. See the Architectural drawings for exact locations and dimensions of door and window openings. See Mechanical drawings for size and location of miscellaneous mechanical openings. 3. CONTRACTOR-INITIATED CHANGES shall be submitted in writing to the Architect and Structural Engineer for approval prior to fabrication or construction. Changes shown on shop drawings only will not satisfy this requirement. 4 . DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS of construction. Where conditions are not specifically indicated, but are of similar character to details shown, similar details of construction shall be used, subject to review and approval by the Architect and the Structural Engineer. B. FOUNDATION 1. FOUNDATION EXCAVATION, backfill and compaction shall conform to specification requirements. This construction work, including drainage, shoring and such other related work as required, shall be conducted by the Contractor under the observation and direction of the Geotechnical Engineer. 2. FOOTINGS shall bear on solid undisturbed earth (controlled, compacted structural fill or both) at least 18" below lowest adjacent finished grade. Material to be compacted to 95% minimum of maximum dry density as determined by ASTM D1557. 3. FOOTINGS may be poured in neat excavations provided size is increased 3" at each interface with soil. 4 . ALL FOOTING EXCAVATIONS shall be hand cleaned prior to placing concrete. 5. ALL ABANDONED FOOTINGS, utilities, etc. That interfere with new construction shall be removed. 6. CONTRACTOR SHALL PROVIDE FOR DESIGN and installation of all cribbing, sheathing, and shoring required to safely retain earth banks. 7. BACKFILL behind all walls with well draining, granular fill material, and provide perforated pipe drains as described in the soils report. Backfill behind walls shall not be placed before the wall is properly supported by the floor slab or temporary bracing. All footings shall be centered below centerline of columns or walls above, unless noted otherwise. D. CONCRETE 1. ULTIMATE STRENGTH DESIGN per uniform building code and ACI 318-05. 2. CONCRETE SHALL ATTAIN A 28-DAY STRENGTH of f'c = 2, 500 psi and mix shall contain not less than 517 lbs of cement per cubic yard and shall have a water/cement ratio no greater than 0.45. The minimum amounts of cement and maximum amounts of water may be changed if a concrete design mix is submitted to the Structural Engineer and the building department for approval two weeks prior to placing any concrete. The concrete performance mix shall include the amounts of cement, fine and coarse aggregate, water and admixtures as well I as the water cement ratio, slump, concrete yield and substantiating strength data in accordance with 2006 IBC. All concrete exposed to freezing temperatures while curing and all concrete permanently exposed to weather shall be air-entrained with an air-entraining agent conforming to 2006 IBC. No admixtures, other than for air-entrainment, shall be used without prior review by of the Structural Engineer. 3. REINFORCING STEEL shall be deformed bars conforming to ASTM A615 (including supplement sl) , grade 60, fy = 60, 000 psi. Exceptions: any bars specifically so noted on the drawings shall be grade 40, fy = 40, 000 psi. -Reinforcing bars indicated on drawings to be welded shall conform to ASTM A706. Reinforcing complying with ASTM A615 (S1) may be welded only if material property reports indicating conformance with welding procedures specified in AWS D1.4 are submitted. Spiral reinforcing shall be plain wire. ALL WELDING shall be in conformance with AISC and AWS standards and shall be performed by WABO certified welders. Welding of reinforcing bars (if required) shall be performed using low hydrogen electrodes. Welding within 4" of cold bends in reinforcing steel is not permitted. Welding procedures shall be submitted to the owner's testing agency for review before starting fabrication or erection. 4. REINFORCING STEEL SHALL BE DETAILED (including hooks and bends) in accordance with ACI 315-86. Lap all continuous reinforcement 32 bar diameters or 2'-0" minimum. Provide corner bars at all wall intersections with laps to horizontal wall reinforcing. Lap corner bars 30 diameters or 2' -0" minimum. Lap adjacent mats of welded wire fabric a minimum of 8" at sides and ends. No bars partially embedded in hardened concrete shall be field bent unless specifically so detailed or approved by the Structural Engineer. 5. MECHANICAL SPLICING OF REINFORCING BARS, where indicated on the drawings, shall be by an ICBO approved system (such as Lenton, Fox-Howlett, etc. ) And shall develop 1250 of the specified yield strength of the bars. Offset splice locations of alternate bars by a distance conforming to the ICBO report of the splice used. 6. CONCRETE PROTECTION (cover) for reinforcing steel shall be as follows: 3" - Footings and other unformed surfaces, earth face 2" - Formed surfaces exposed to earth or weather (#6 bars or larger) 1 1-�" - Formed surfaces exposed to earth or weather (#5 bars or smaller) 1 1,�" - Column ties or spirals and beam stirrups 3j" - Joists, slabs and walls (interior face) w 497 yoRizoHr+L. v $r¢ &- 18" O% �- VF- . ICE I OWaLS l� _ l- - �-- 1 /l� o 't IZ C- N To P +!t> 'Bbrrct s � 0r4 1'�T�vc lsr-i zrr� 5y-°' I :m5aic SIGN PERMIT APPLICATION Department of Community Development City of Arlington •238 N Olympic Ave_ •Arlington,WA 98223•Phone(360)403 3551 •FAX(360)403 3447 THIS APPLICATION MUST SE ACCOMPANIED BY THREE(3)SETS OF COMPLETE PLANS,INCLUDING STRUCTURAL CALCULATIONS WHERE APPLICABLE,THREE(3)FULLYDIMENSIONED PLOT PLANS SHOWING ALL SIGNS ON SIrE. (EXISTING&PROPOSED) Project Address: �1'Il r1 '(` ':k -Gci /i1, Ut.. I'7;2nc,�,1 `�`(41�Parcel1D#: Lot#: Subdivision: Valuation: Owner: C bj ri Arl:rt Phone Number: '3W-q03--9!j170 Address: 1$ O'i -5144, '-Dr.r• IV a city:. Ar-14% State: L-A Zip Code: R$j 9L 3 Contractor: C. Phone Number. Cell Phone: i Fax- E-mail, Address: City: State: Zip Code: Contractor's License Number. Expiration: WALL SIGN CALCULATIONS MONUMENT SIGN CALCULATIONS Wall height Wall length Total streetfrontage in feet ,zoo a b0 Area of wall Height of proposed sign to t . Sign length Sign height Width of proposed sign Total sign area Total sign print area First floor sq.ft. _ Total sign structure area 1011.A6 S4,f{_ i 1, First floor sq.ft.X .025 L Is there other wall signage on the building? No-kYes 0 If yes, provide location and sq.ft. of each sign. I hereby certify that the above information is correct and that the construction on, and the occupancy and the use of the above-described property will be in accordance with the laws, rules and regulations of the State of Washington. /c, — Applicants Signature Date e C�xrm a Print Applicants Name FOR STAFF USE ONLY D o _ Pem1ll# Accepted By Amount R. wed Receipt# Dale Received WEB Forms—126 Page t of 1 8M sb 1 Y r AZ Apr, S iSn L oc u-�,�on AL• • i "' l c ti y r i ' Tr I SLS991.9 Sc,1 - - •� Q r I.iGQ6 dAn.annall�H - r¢r Q OaC .. 09, 314 aniianh'LIMI oN =- -DNI"S31VbOSSsv fill 1A I AI oo - .n al7 v.� 'mil - > �y may.�perry �' w V"". 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Qp Sam 1 z zo W o=_ an a2 ¢�o m° V1 } �o u� aaLL, oW oo FvU, LoOu, Q ED V V V V V V'2 3 o� a a E _ 3 o m m � m E o w V V f CW C W U � a O u Q � a Q ¢ u O a � >' O r u i ,. �: w,m m. j )§ \: Z/ \ o�kipa._ ¥E m . }&: LA 0§ \) k( LOUR 4 )( \\ \( , | | ®® �\( )( \( \ !( } j !( { \ !( \ q \2 q . ° :I \ )§ L9 }\ / \{ \ a \\ \ \\ \ \ o !@ \ ea \ q \ © \ ) / { )( \ ) §| go ) )( / ) !§ / t§\ § § 8 �_ I I o • 1161)W9 S[P 1 u z b00B6 VA;�annapa� ♦ _ n g ¢ III O r 099 aims iN dnlian�!'-IINI 009 z - W G a W 'JNI'S3AHDossw Wlllll E3 _ e,, Fw Q2 V1 0o i�v as OW 09 1L7 Ou aN 0 W ppz 6M cc K O J O u 0 u op Y z r IZ u v cc a o� uw O J Y O r u r o z � O J � Y r r v u ,, i . i M086 VIA IN anuuw_.« ` < ' k{ - k @ m_,_! \ � / 7ƒ ` ' \ u# / §; ! 22! m k\ q a§+ C, � � 10 \ � ze § } 0 _ ; m a �c �z ; �e § I I 5/12/09—100%Submittal SECTION 10430: SPECIALTY SIGNS PART 1: GENERAL 1.01 DESCRIPTION A. This section specifies furnishing and installing Specialty Signs. The extent and location of"Specialty Signs"is indicated on the contract drawings and includes public-related signs within the exterior of the facility as shown on the drawings("AS"series drawings)and includes non-illuminated and illuminated signs. B. The Sign Contractor shall furnish all permits,labor,tools,materials,equipment,facilities, connections, brackets and accessories to fabricate,assemble,package,ship,deliver,handle,unload and install at the work site Specialty Signs and miscellaneous accessories in accordance with this section.The work also includes concrete installation for footings of monument and post-mounted signs. C. Specialty Signs and any miscellaneous accessories shall be new, finished as specified, in full compliance with the specification,fully assembled and installed. 1.02 STANDARDS A. Except as modified by governing codes and by the Contract Documents, comply with the applicable provisions and recommendations of the following: 1. NPCA:National Paint and Coatings Association 2. AA: Aluminum Association - Aluminum Standards Data, Designation System for Aluminum Finishes,Engineering Data for Aluminum Structures 3. AWS: American Welding Society: D1.1; Structural Welding Code — Steel, D1.2; Structural Welding Code—Aluminum 4. NAAMM:National Architectural Metal Manufacturers:Metal Finishes Manual 5. SSPC: Society for Protective Coatings: Steel Structures Painting Manual;Volume 2 6. UL:Underwriters Laboratories 7. Americans with Disabilities Act (ADA and ADAAG) B. All work products described in this section shall conform to the highest standards of each of the respective trades. 1.03 QUALITY ASSURANCE A. QUALIFICATIONS: The Sign Contractor shall be an established firm regularly engaged in the fabrication and installation of Specialty Signs.They shall have experience in fabricating and installing signage units of types and sizes similar to those shown in the contract drawings and with experience in projects similar in cost, number of signs, and complexity of signs, for a minimum of five years and with sufficient production capacity to produce and install required units without causing delay to work. B. COORDINATION: The Sign Contractor is responsible for coordination with other contractors. Signs Section 10430: Specialty Signs Arlington Municipal Airport Page 1 of 17 5/12/09— 100%Submittal in this project may require extensive coordination with other systems. The Sign Contractor shall maintain documcntation of coordination with the Projcct Managcr (PM), Dcsigncr, architect and/or engineer (A/E), Owner and other contractors to prevent foreseeable installation problems. Any conflicts shall be brought to the immediate attention of the Project Manager for prompt iesulutiunh-evisiun prior to fabrication. C. RESPONSIBILITY: The Sign Contractor shall be responsible for the quality of all materials and workmanship required for the execution of this Contract including the materials and workmanship of any firms who act as his subcontractors. The Sign Contractor shall be responsible for providing subcontractors with complete and up-to-date drawings, specifications, graphics schedule and other information issued by the Project Manager. D. QUALITY: Completed work shall find materials structurally sound, free from scratches, abrasions, distortions, chips,breaks,blisters, holes, splits or other disfigurement considered as imperfections for the specific material as judged solely by the Project Manager and corrections shall be made without additional cost to the Owner or impact to the schedule. E. WELDING INSPECTION: The Sign Contractor shall provide full time welding inspection and testing by an independent testing agency for all shop and field welds. Sign Contractor shall submit inspection and test reports to Project Manager if requested. F. APPROVALS FROM REGULATORY AGENCIES: Where appropriate, Sign Contractor shall coordinate with and obtain approval from City Planning Division, DOT, Fire Inspector and other Regulatory Agencies with jurisdiction directly. All information to be sent to Project Manager for review and approval prior to Sign Contractor contacting and submitting to the regulatory agencies. G. UNIFORMITY OF MANUFACTURER: For each sign form and graphic process indicated furnish products of a single manufacturer. H. ARTWORK: The Owner or Project Manager will provide master artwork required for Specialty Signs for any special graphics, including logos and symbols. Master artwork provided will be in Adobe Illustrator, Macromedia Freehand, AutoCAD, and/or EPS file format. Sign Contractor is responsible for demonstrating in-house ability to work with and execute final production artwork from the computer files provided. Sign Contractor is responsible for generating all sign layouts. Sign Contractor will make any revisions to the sign layouts/artwork to the satisfaction of the Project Manager or Owner. Sign Contractor will be responsible for output of all final artwork. I. LETTERING AND GRAPHICS: All lettering and other sign graphics shall be computer generated and cut or photographically reproduced. Hand-rendered or hand-cut lettering or other graphics are not acceptable.All fonts and graphics are as shown in the contract drawings. J. STRUCTURAL DESIGN: The Sign Contractor shall retain a qualified Structural Engineer,licensed to practice in the State of Washington for the structural design of all signs and supports. Specialty Signs to be engineered to withstand the effects of wind,weather,temperature,gravity and seismic conditions per applicable codes. Also provide for thermal movements of sign components to prevent buckling, opening of joints,overstressing of components,failure of connections and other detrimental effects. K. TERMS: The terms Sign Contractor, Sign Fabricator and Sign Installer are used interchangeably and refer to the same source in performance of work specified. 1.04 SUBMITTALS A. GENERAL: Sign contractor shall provide the following submittals: B. PRODUCT DATA: Manufacturer's specifications, data, product properties and installation Section 10430: Specialty Signs Arlington Municipal Airport Page 2 of 17 5/12/09—100%Submittal instructions. Include manufacturer's construction details relative to materials, individual components, profiles, and finishes for each type of sign required. Provide manufacturer's recommendations for maintenance and cleaning requirements for exterior and interior sign surfaces. C. SHOP DRAWINGS: Submit within 30 days following Notice to Proceed (NTP) in duplicate, Shop Drawings for all Specialty Signs required by the Contract Documents or subsequently required by Contract Changes. The Sign Contractor shall review the Shop Drawings for compliance with the Contract Documents and shall certify that he has done so by stamp,or otherwise affixed to each copy thereof. 1. DRAWING DETAILS: The Shop Drawings are to document all materials, including part numbers, product numbers and color references. The Shop Drawings shall illustrate all means of mounting and attachment in elevation,plan and side views, and sections, and shall include proper coordination with building sections for connections to wall,ceilings and floors and miscellaneous structural steel.For each type of Specialty Sign include plans,elevations,and large-scale sections of typical members and other components. Show all sign components, fittings,parts,attachments, grounds, reinforcement, accessories, graphic layout, specific messages and graphics, joining, installation procedures, and complete anchoring and supporting systems for the various applications and mounting details. Show general assembly of components, relationship to adjoining construction, complete fabrication details of sign housing, hangers, mounting. Also include lighting,schematic wiring diagrams and electrical loads. 2. PERFORMANCE DESIGN:Drawings shall clearly show provisions for all performance functions described herein. Differences from the Contract Drawings shall be clearly identified and brought to the Project Manager's attention in writing. 3. STRUCTURAL DESIGN: Include calculations substantiating conformance with design criteria. Submit structural drawings for foundations and sign supports, signed and sealed by a qualified Structural Engineer licensed to practice in the appropriate jurisdiction. 4. VERIFY FIELD CONDITIONS: Sign Contractor shall verify field conditions, all sign locations and sign quantities and take field measurements prior to preparation of Shop Drawings and fabrication to ensure proper fitting.Show recorded measurements on Shop Drawings. D. PROJECT SCHEDULE: Coordinate production and installation schedule with the Project Manager to avoid delay and submit this schedule in writing.Identify dates for all submittals,reviews and approvals including Shop Drawings, samples, prototypes, in-shop reviews, in-field installation reviews and punch lists. E. CERTIFICATIONS: When requested by the Project Manager, submit certificates indicating that all materials and products used on the project meet or exceed specified requirements. F. SAMPLES: Submit samples, in duplicate, of the color and finish of exposed materials for approval before proceeding. The review of samples will be for color, gloss, finish, texture and fit. Compliance with all other requirements is the exclusive responsibility of the Sign Contractor. Submit two samples each for approval of the following materials and assemblies prior to proceeding with the work (minimum 12" x 12" panels or minimum 12" sections) in the thicknesses specified herein. When requested, furnished full-size samples of sign materials. Approved samples to be retained by the Project Manager. 1. PAINTED ALUMINUM PANELS: Finish paint samples, including specified clear coats, on specified panels to match the following: a. Color Scheme A:Matthews MP02103/MP11988/MP00962,satin finish Section 10430: Specialty Signs Arlington Municipal Airport Page 3 of 17 5/12/09—100%Submittal b. Color Scheme B:Matthews MP11183/MP05576/MP06494,satin finish c. Color Scheme C:Matthews MP00804/W00825/MP11958,satin finish d. Color Scheme D:Matthews MP04998/MP11309/MP07663,satin finish e. Color Scheme E:Matthews MP14402/MP11936/MP07489,satin finish f. Color Scheme F:Matthews MP05462/M007856/MP01025,satin finish g. Color Scheme G:Matthews MP00142/MP08046/MP01451,satin finish h. Color Scheme H:Matthews MP00818/MP01510/MP01529,satin finish i. Matthews 42202SP Natural White,satin finish j. Matthews 41335SP Anodic Black,satin finish k. Matthews MP14353,satin finish 1. Matthews MP07327,satin finish 2. PAINTED ALUMINUM LETTERS: Matthews 42202SP Natural White or Matthews 41335SP Anodic Black, satin finish painted on aluminum or steel letter mechanically fastened to aluminum or steel panel specified per sign type. 3. STONE VENEER:Eldorado Stone,Slate Gray Stacked Stone 4. PATTERNS/ARTWORK:Representational section of map artwork digital vinyl graphic,mounted to 2mm Dibond. Provide full-size plots of artwork for each sign for review and approval prior to fabrication. G. MAINTENANCE MANUAL: Sign Contractor to provide a detailed document approximately 10 to 15 8 1/2" x I I" pages in length for the procedures for periodic inspection, cleaning and maintenance of the signs. Photographs illustrating maintenance procedures shall be included. Include manufacturers' names and parts numbers for all equipment which might require replacement, such as transformers, fluorescent tubes,timers, switches, etc. Cleaning and maintenance instructions from material suppliers shall be included in the manual.Include 1 hard copy and PDF. 1.05 PRODUCT DELIVERY,STORAGE AND HANDLING A. DELIVERY: Deliver fabricated Specialty Sign units and component parts to Project Site completely identified per Shop Drawings. Coordinate delivery with the Project Manager so that all signs can be installed in a timely manner. Provide a written schedule of deliveries and verify delivery and installation procedures with the Project Manager. B. PACKAGING: Deliver Specialty Signs in cartons or crates to provide protection during transit and storage at the work site. Specialty Signs shall be delivered to the work site in original unopened packages, clearly labeled with manufacturer's name and identification as shown on approved Shop Drawings or submittals. Packaging shall be made with labels fixed identifying clearly the type and quantity of the Specialty Signs,and the locations where these signs will be installed. C. STORAGE: Prior to delivery, verify with Project Manager if on-site storage will be provided by the Owner or General Contractor. Store Specialty Signs under cover. Protect stored materials against corrosion, deterioration of any kind, and damage. Place all units on at least 4-inch high sills on floors Section 10430: Specialty Signs Arlington Municipal Airport Page 4 of 17 5/12/09— 100%Submittal in a manner that will prevent damage and rusting. Avoid the use of non-vented plastic or canvas shelters, which could create a humidity chamber or contact with soil or exposure to the elements. Storage of fabricated items is the responsibility of the Sign Contractor. D. PROTECTION: Protect Specialty Signs to prevent scratches, stains, discoloration or other damage during shipping, installation and from weather until installed. Replace items damaged during fabrication, handling, shipment, storage or erection. No damaged Work shall be accepted; items with minor defects or scratches will be considered as damaged, unless otherwise specified. Provide adequate protection for all signs to insure other trades can complete their work without damaging any signs. Keep covered with polyethylene film or other protective covering. Keep cementitious and bulk materials,such as cement and same,dry and protected from contamination by foreign materials. E. INSPECTION AND DAMAGE: Inspect Specialty Signs upon delivery to Project site for damage.Do not install damaged sign components. Repair minor damages provided that the finished items are equal in all respects to new work and is acceptable to the Project Manager; otherwise, remove and replace damaged sign components. 1.06 WARRANTY A. GENERAL: Sign Contractor shall unconditionally warrant materials and workmanship for a period of five years from the date of final acceptance of the Project by the Owner. B. COVERED ITEMS:Warranty shall cover but not be limited to: 1. Color fastness against facing or chalking. 2. Assembly,construction and operation. 3. Defects in materials and application including fading, discoloration, peeling, cracking, blistering, delamination. 4. Cracks or separation of components due to normal heat and environmental conditions, workmanship and assembly methods. 5. Electrical components. C. REPLACEMENT:Any part found to be defective due to faulty materials and/or workmanship shall be replaced at no cost to the Owner. Sign Contractor shall assume all costs involved with the execution of same. Sign Contractor shall assume full responsibility for the removal and replacement of all other finishes required to affect such repair and/or replacement. PART 2:PRODUCTS 2.01 FASTENERS,HARDWARE AND ADHESIVES A. GENERAL: All fasteners shall be concealed unless otherwise indicated. B. GENERAL: Torx #15 for all exposed fasteners, non-corrosive to sign material and/or mounting surface,or approved equal.Finish to match color of sign to which applied. C. ANCHORS: Stainless steel, minimum pull-out strength of 2,000 pounds, HILTI Kwik Bolt III or equal. D. BOLTS:ASTM F593 -Stainless Steel bolts,hex cap screws and studs. Section 10430: Specialty Signs Arlington Municipal Airport Page 5 of 17 5/12/09—100%Submittal E. NUTS:ASTM F594-Stainless steel nuts. F. WASHERS:Material to match bolts. G. SILICONE ADHESIVE SEALANT: Non-acid curing silicone adhesive sealant, either clear color of match the substrate,General Electric brand or equal. H. EPDXY ADHESIVE:To secure mounting studs in substrate,non-staining,waterproof epoxy adhesive recommended by the manufacturer for adhesion to the substrate shown,color to match substrate. I. PIANO HINGE: Stainless steel,continuous,suitable for weight of associated display window. J. STEEL HARDWARE:ASTM A153 zinc coating(hot-dip)on steel andiron hardware. 2.02 STRUCTURAL METALS A. SQUARE AND RECTANGULAR TUBE: Structural tubing shall conform to ASTM A500-78 Grade B cold-formed welded and seamless carbon steel structural tubing in shapes. B. SIGN SUPPORTS: 1. Fabricate from steel shapes and tubing as shown. 2. Factory clear coat prior to attaching signs. C. Carbon grade steel for all-purpose bolted or welded construction shall conform to ASTM A36. D. COLD FINISHED STEEL BARS: ASTM A108 steel bar, carbon, and alloy, cold finished, grade as selected by fabricator and approved by Project Manager. E. STEEL: Plates, channels and angles to be ASTM A36 commercial steel sheet, carbon(.15 maximum percent)cold-rolled. F. SHAPES AND FABRICATIONS: ASTM A123 zinc (hot-dip galvanized) coatings on iron and steel products. 2.03 ALUMINUM SHAPED METALS AND TRIM A. ALUMINUM EXTRUSIONS: Alloy and temper recommended by aluminum producer for type of use and finish indicated, and with the strength and durability properties specified in ASTM B221 aluminum and aluminum alloy extruded bars, rods, wire, profiles, and tubes, for 6063-T5. Minimum wall thickness shall be 0.125 inoh unless otherwise shown. 2.04 ALUMINUM SHEET SIGN FACES AND PANELS A. ALUMINUM SIGN FACES: 0.125 inch plate aluminum as indicated on the drawings. All exposed surface area to be painted as noted on drawings. All pieces shall be true, square, and free from warping,bending,blemishes and scratches. B. SHEET ALUMINUM: ASTM B209 aluminum and aluminum alloy sheet plate, Alloy 3003-1114, standard one-side bright finish, flat sheet, size and thickness as shown. Otherwise with 0.125 inch thickness. Section 10430: Specialty Signs Arlington Municipal Airport Page 6 of 17 5/12/09—100%Submittal 2.05 ALUMINUM EXTRUSION SIGN CABINETS A. GENERAL: Aluminum extrusion cabinet and retainer system,maximum 7" combined width. Howard Industries, Andco,ABC,Northwest Sign Supply, Denco or equal. Extruded sign cabinet system shall allow for ease of interior access for servicing lamps by Maintenance Crews. 1. INFORMATION DISPLAYS: a. Exposed retainers, maximum 1.5" width, sufficient to support tempered glass display windows. b. Face retainer sections shall hinge from the side and utilize two cam locks(all keyed alike)per window. 2.06 ALUMINUM COMPOSIT MATERIAL A. DIBOND SIGN PANELS: 2mm aluminum composite material as indicated in the drawings.All pieces shall be true,square,and free from warping,bending,blemishes and scratches. B. Refer to Dibond Fabrication Manual for manufacturer specifications. C. SOURCE:Alcan Composites USA Inc.-www,alcancompositesusa.com 2.07 VINYL FILM A. GENERAL: 1. Provide vinyl graphics materials, including films, adhesives, inks, in-fills and coatings by one manufacturer to assure compatibility of sign system components. 2. Use UV-stable pigmented inks suitable for exterior use. 3. Vinyl Film Graphics: Vinyl film graphics and/or backgrounds shall be placed on sign faces as noted in the elevations and sections. Vinyl to be applied only by mechanics skilled in vinyl application and experienced in producing high-class work. 4. Shop conditions of the sign manufacturer shall be clean,free of air dust and of proper temperature. 5. Applied vinyl film shall be free of air bubbles, dirt and dust bubbles, lines shall be accurately and sharply cut by computerized cutting equipment, free of light leaks or dark spots, tightly seamed, and applied per manufacturer's specifications. 6. Refer to the following 3M bulletins for product information: a. 4.1 Cutting/Scoring b. 4.3 Application Tapes,Pre-masking and Prespacing techniques c. 3M Inkjet Inks and Media Bulletin Matrix—Technical Information d. 5.1 Substrate Selection e. 6.5 Storage,Handling,Maintenance,Removal of Films, Sheetings f. Above-mentioned bulletins are available from 3M Commercial Graphics Division, 3M Section 10430: Specialty Signs Arlington Municipal Airport Page 7 of 17 5/12/09—100%Submittal Center,Building 220-6W-06,St.Paul,MN.55144-1000, 1-800-328-3908. 7. Use application tape (SCPM) as specified in bulletin 4.3 and 3M pre-spacing tape (SCPS-2) as specified in bulletin 4.3. B. OPAQUE VINYL FILM 1. 3M Scotchcal(and Gerber)adhesive backed opaque film, series 220 in various colors as specified herein,applied to exterior(first)surface. a. Color 4:220-10 White suitable for high-resolution full-color digital printing. C. SUBSTITUTES: Similar products manufactured by other manufacturers will be considered if in conformance with these specifications and submitted in accordance with Section 1.04 Submittals. 2.08 PAINT A. GENERAL: 1. Provide special,factory mixed colors as scheduled.Provide appropriate primer and/or base coat as recommended by the paint manufacturer. 2. Refer to the following Matthews Paint Bulletins for product information: a. WC 102: Satin MAP b. MPC 125:Epoxy Primer 274 908SP White c. MPC175:MAP SOA 365SP Semi Gloss Clear d. Above-mentioned bulletins are available at the Matthews Paint website (http://coraorateportal.ppg.com/na/refmisli/matthews/default.htm) or from Matthews Paint 8201 1001 100—hSt.Pleasant Prairie,WI 53158, 1-800-323-6593. B. PRIMER COAT: 1. Corrosion-resistant Epoxy prime coating for steel and aluminum. 2. SOURCE:274 808SP/274 908SP White by Matthews Paint. 3. COLOR:to compliment color of topcoat. 4. DRY FILM THICKNESS: 1.5 to 2.0 mils per coat as recommended by manufacturer. C. TOPCOAT-ACRYLIC POLYURETHANE ENAMEL: 1. Matthews Paint Company VOC MAP 2. SOURCE: Satin MAP 3. COLOR:Various colors as specified below. a. Color IA—Matthews MP02103,satin fmish b. Color 2A—Matthews MP11988,satin finish Section 10430: Specialty Signs Arlington Municipal Airport Page 8 of 17 5/12/09—100%Submittal c. Color 3A—Matthews MP00962,satin finish d. Color 1 B—Matthews MP 11183,satin finish e. Color 2B—Matthews MP05576,satin finish f. Color 3B—Matthews MP06494,satin finish g. Color 1C—Matthews MP00804,satin finish h. Color 2C—Matthews MP00825,satin finish i. Color 3C—Matthews MP11958,satin finish j. Color 1D—Matthews MP04998,satin finish k. Color 2D—Matthews MP 11309,satin finish 1. Color 3D—Matthews MP07663,satin finish m. Color 1 E—Matthews MP 14402,satin finish n. Color 2E—Matthews MP 11936,satin finish o. Color 3E—Matthews MP07489,satin finish p. Color 1F—Matthews MP05462,satin finish q. Color 2F—Matthews MP07856,satin finish r. Color 3F—Matthews MP01025,satin finish s. Color 1 G—Matthews MP00142,satin finish t. Color 2G—Matthews MP08046,satin finish u. Color 3G—Matthews MP01451,satin finish v. Color I—Matthews MP00818,satin finish w. Color 2H—Matthews MP01510,satin finish x. Color 3H—Matthews MP01529,satin finish y. Color 4—Matthews 42202SP Natural White,satin finish z. Color 5—Matthews 41335SP Anodic Black,satin finish aa. Color 6—Matthews MP14353,satin finish bb. Color 6—Matthews MP07327,satin finish 4. DRY FILM THICKNESS:2.0 mils minimum per coat as recommended by manufacturer. D. CLEAR COAT-ULTRAVIOLET INHIBITOR: Section 10430: Specialty Signs Arlington Municipal Airport Page 9 of 17 5/12/09—100%Submittal 1. Maintains gloss retention, protects color of substrate underneath from ultraviolet rays. Allows most graffiti to clean with appropriate solvent. 2. SOURCE: SOA 365SP by Mat`u'rews Paint 3. COLOR:Clear 4. DRY FILM THICKNESS:2.0 mils minimum per coat as recommended by manufacturer. E. FINISHES: 1. Prepare surfaces and shop; apply the following materials per paint and coating system manufacturer's recommendations. 2. Matthews Acrylic Polyurethane Coating System: a. GENERAL: Apply to internal aluminum and steel after fabrication. Coordinate prime coat with body and finish coats. b. SURFACE PREP: Remove oil and grease with volatile solvents. Sand bare metal areas, re- clean,wipe with clean damp cloth to remove residue,surface must be dry before application. c. PRIMER COAT: 274 908SP3/274 909SP Epoxy Primer; color to compliment color of topcoat; 1.5 to 2.0 mils dry film thickness per coat as recommended by manufacturer. d. TOPCOAT: Matthews Acrylic Polyurethane; matte finish as selected; minimum 2.0 mils dry film thickness per coat as recommended by manufacturer. e. CLEAR COAT: Matthews Acrylic Polyurethane SOA 365SP; Semi Gloss clear coating as selected;2.0 mils per coat as recommended by manufacturer. 2.09 ELECTRICAL A. GENERAL: The Sign Contractor is responsible for coordination with the Owner and other contractors to assist in the design and placement of conduit,as needed. B. FLUORESCENT ILLUMINATION: 1. FIXTURE:RS Series Remote Strip T5 fixtures or approved equal.Remote ballast. 2. SOURCE: LaMar Lighting 485 Smith Street, Farmington, NY 11735 : Ph. 631-777-7700 www.lamarlighting.com 3. Follow manufacturer's guidelines for installation. C. LANDSCAPE LIGHTING: 1. FIXTURE: AllScape SL-29, include Asymmetric Fluorescent Reflector, Directional Shield and Debris Cover. Sign Contractor to verify all required components. 2. SOURCE: AllScape 2930 South Fairview Street, Santa Ana, CA 92704 : Ph. 714-668-3660 www.alllighting.com 3. Follow manufacturer's guidelines for installation. Section 10430: Specialty Signs Arlington Municipal Airport Page 10 of 17 5/12/09—100%Submittal D. SWITCHES: 1. PHOTOVOLTAIC SENSOR SWITCH:All illuminated signs are to be controlled by photovoltaic sensors.Each sign shall be switched on and off in its entirety by each sensor. 2. Provide exterior toggle switch on each sign per UL requirements. E. UL APPROVED:All signs shall be UL approved. 2.10 TOOLS:Provide one Torx#15 screwdriver for each sign. 2.11 BITUMINOUS COATING A. Apply suitable Bituminous coatings where required,following manufacturer's recommendations. 2.12 GROUT A. Provide fine grout complying with ASTM C476 grout and masonry,for sign post installation in drilled holes in concrete. 2.13 CONCRETE A. MATERIALS: 1. PORTLAND CEMENT:ASTM C150. 2. FINE AGGREGATE:ASTM C33-07,restriction on reactive materials applies. 3. COARSE AGGREGATE: ASTM C33-07, size number 7, Class 4S, restriction on reactive material applies. 4. COLOR:Natural. 5. WATER:Potable. B. MIX: Design mix to produce concrete of maximum durability with minimum shrinkage and permeability in accordance with ACI 211.1. Do not vary approved proportions of ingredient with written approval.Do not use calcium chloride in mix. 1. ACI Class 3500 air-entrained concrete. 2. AIR CONTENT: 5 to 8 percent by volume. C. EXPANSION MATERIAL: Preformed non-stating cork joint filler of thickness and width to align with and match existing joint fillers where applicable:ASTM D1752,Type II. D. Contractor to provide working drawings with design calculations for foundation and post embedment for all post and panel systems. 2.14 MASONRY BASE A. CONCRETE MASONARY UNITS:ASTM C129-06. B. Contractor to provide working drawings with design calculations for monument masonry base for all required sign types. Section 10430: Specialty Signs Arlington Municipal Airport Page 11 of 17 5/12/09—100%Submittal 2.15 EXPOSED AGGREGATE A. GENERAL: The Sign Contractor is responsible for coordination with the Owner to assist in the selection of decorative aggregate. B. DECORATIVE AGGREGATE:3mm—6mm,rounded product. C. COLORING PIGMENT: Carbon black powder or emulsified liquid specifically designed to color exterior concrete and mortar without affecting air-entrainment, strength or durability; formulated so as to disperse in water without floating, to uniformly disperse in plastic concrete, and to provide a uniformly color finish concrete; Carblak by Euclid Chemical Company, Carbo Jet by Sonnebom, or equal. 2.16 PRECAST CONCRETE A. STONE VENEER-FACED PRECAST CONCRETE: STP996-EB. 1. Eldorado Stone: Slate Gray Stacked Stone,or approved equal. 2. SOURCE: Eldorado Stone 1370 Grand Ave. Bldg B, San Marcos, CA 92078 : Ph. 800-925-1491 http://www.eldoradostone.com/ 3. Follow manufacturers specifications for Dry-stack Grout technique. 2.17 MULTI-PANEL DIRECTORY A. Slatz multi-panel directory system.Refer to manufacturer specifications for all required components. 1. SOURCE: Clarke Systems 1857 Walnut St.Allentown,PA 18104 : 1-800-331-1891 2.18 TEMPERED GLASS A. Tempered glass to be laminated, 1/4"thick,clear colored. 2.19 CAM LOCKS A. All cam locks on noted Specialty Signs are to be keyed identically.Provide 2 keys per sign. PART 3: EXECUTION 3.01 GENERAL A. Examine existing conditions, surfaces and construction. Give written notice to the Project Manager of conditions adversely affecting installation,performance and quality of work. Do not proceed until all conditions are satisfactory 3.02 FABRICATION A. GENERAL: Comply with requirements indicated for material, thickness, finishes, colors, designs, shapes,sizes and details of construction. B. STRUCTURAL FRAME: The framework of all signs shall have sufficient strength and rigidity to support the weight and horizontal loads(earthquake)of the entire sign assembly, from mounting point located as indicated in the mounting detail drawings, without noticeable deformation due to deflection or warping of any part of the assembly. Separate aluminum from steel with suitable paint,or dielectric Section 10430: Specialty Signs Arlington Municipal Airport Page 12 of 17 5/12/09—100%Submittal separation. Galvanization will not be permitted. 1. All items shall be fabricated to comply with wind loading and other requirements of U.B.C. and other applicable codes. C. All vertical and horizontal joints in the sign faces, trim and supports shall be true and tight under conditions of expansion and contraction of the faces and under conditions of reinstallation of lamps and ballasts by maintenance crews. D. Allow for thermal movement resulting from a maximum ambient temperature change (range) of 100 deg. F (55.5 deg Q. Design, fabricate and install panel sign assemblies to prevent buckling, opening up of joints,and overstressing welds and fasteners. E. Welded Connections: Comply with AWS for recommended practices in shop welding. Provide welds behind finished surfaces without distortion of discoloration of the exposed side. Clean exposed welded surfaces of welding flux and dress on all exposed and contact surfaces. F. Welding to be with E-70xx electrodes and shall be preformed by WABO certified welders in conformance with AISC and AWS standards. Only pre-qualified welds (as defined by AWS) shall be used. G. Fabricate sign faces, panels and trim pieces to comply with requirements indicated for materials, dimensions, thickness, color, finishes, size and details of construction. Produce smooth, even, sign panel surfaces fabricated to remain flat under installed conditions. Fabricate sign trim panels with smooth mechanically finished edges to match front of panel where panels are welded or soldered. 1. Mill joints to a tight hairline fit. Form joints exposed to the weather to exclude water penetration. Provide crisp,clean reveals in sign panel as indicated in construction documents. 2. Joints: Carefully match exposed work to produce continuity of line and design. Machine accurately, fit components rigidly together at joints and contact points with hairline joints. Joints permitted only where indicated in the construction documents. Grind and polish and ease edges, tool marks not permitted. 3. File and smooth all edges for a seamless appearance.Ease all square comers slightly. 4. Fabricate brackets and fittings for bracket-mounted signs from steel,stainless steel,and aluminum to suit sign construction and mounting conditions indicated in the drawings. 5. Coordinate dimensions and attachment methods to produce signs with closely fitting joints.Align edges and surfaces with one another in the relationship indicated on construction documents. 6. Increase backing materials as required to produce surfaces without distortion, buckles, warp or other surface deformations. 7. No fractures at bends or brake form die marks permitted. 8. Welding: Weld and/or solder metal joints, grind smooth, and polish. Methods and procedures per referenced Standards and manufacturer's recommendations. Weld distortions visible in surfaces exposed to view not permitted. 9. Continuously weld joints and seams except where other methods are indicated; grind, fill and dress welds to produce smooth flush exposed surfaces with welds invisible after final finishing. 10. All sign faces shall be removable and replaceable,without damage to the faces or the sign cabinet Section 10430: Specialty Signs Arlington Municipal Airport Page 13 of 17 5/12/09—100%Submittal assembly. 11. Where required,provide means for service access inside of sign without disassembly or removal of sign. Where access fasteners are located within public's reach,provide suitable mcchanism to prohibit tampering. H. Fabricate letters and other graphics to required sizes and styles,using metals and thicknesses indicated. Produce characters with sharp comers,and precisely formed lines and profiles,free from defects. Drill and tap to receive threaded mounting studs. Include internal bracing for stability and attachment of mounting accessories.Comply with requirements indicated for finish,style,and size. I. Pre-assemble panel signs in the shop to the greatest extend possible to minimize field assembly. Disassemblc signs only ncccssary for shipping and handling limitations. Clearly mark units for reassemble and installation,in a location not exposed to view after final assembly. J. All fasteners to be concealed,unless otherwise indicated. K. ILLUMINATION: 1. GENERAL: Spacing and quantity of lamps shall provide even illumination across entirety of sign face graphics without bright(hot) or dim(cold) areas. Space lamps and arrange so that the entire illuminated graphic area has uniform and consistent light intensity. L. ELECTRICAL WORK: 1. Electrical Work:All materials and equipment shall be new and ULrapproved for the purpose used. Accomplish all work in accordance with all applicable electrical construction codes and electrical safety codes. 2. Paint all exposed raceways and boxes with one prime coat and one finish coat of enamel. Colors shall match the surface to which the raceway or box is secured. Submit a sample or color chart to the Project Manager for approval. 3. When voltage and circuit designations are not shown on the drawings, verify these voltages and connection points before proceeding with the manufacturer of the electrical portions of the signs and lighting. M. COLOR CONSISTENCY: 1. GENERAL: Finished colors to be even and constant across sign panels and adjacent surfaces, as well as uniform with other signs. N. CONCRETE: Sign Contractor to provide engineering details and design for sign foundations and pCdCaLA18, gild $hall L'oVrdLla LC Wl... "'Cra Wllo L1, contractor 111[ly liirc tir irPirVi(li�, iiiirir. <<'rigir contractor's details shall include spacing and sizes of J-bolts or other means for attachment of signs. O. GRAPHIC CONTENT 1. The Sign Contractor is responsible for the quality of the graphics on all sign units.All applications of graphics to be of highest quality and resolution. Prior to fabrication, Sign Contractor to advise Project Manager if any supplied artwork is incompatible or if resolution is inadequate to achieve highest quality. 2. GRAPHIC CONTENT AND STYLE: All sign face graphics shall comply with the layouts shown in the drawings,including sizes, styles, spacing, content,positions, materials, finishes and colors. Section 10430: Specialty Signs Arlington Municipal Airport Page 14 of 17 5/12/09—100%Submittal Digital graphics to match specified Pantone colors. 3. FABRICATED CHARACTERS: a. Provide signs with supremely legible, high-resolution graphics. All graphics shall be computer plotter cut and/or digitally printed;hand-cut or rendered graphics are not acceptable. b. Vinyl graphics shall be straight and true with no bubbles. Vinyl graphics shall be provided with pressure sensitive adhesive backing in the colors and styles shown on the drawings. P. FINISHES:Prepare surfaces and apply paint,vinyl film and other finishes in strict accordance with the product manufacturer's printed instructions. 1. Polyurethane Enamel Coating System: a. General: Apply to internal aluminum and steel after fabrication. Coordinate prime coat with body and finish coats. b. Surface Prep:Remove oil and grease with volatile solvents. c. Prime Coat: Epoxy-polyamide coating; color close to color of finish coat; 4.0 to 6.0 dry film thickness. d. Finish Coat:Polyurethane enamel;matte finish as selected;2.0 to 5.0 dry film thickness. 3.03 DEMOLITION A. GENERAL: Remove and dispose existing signs where noted in the drawings.Remove sign faces,sign cabinets bases, conduits and hardware flush to finished grade. Patch or backfill any holes left by removals;patch or backfill material to match adjacent finished grade. 3.04 INSTALLATIONS A. GENERAL: Locate sign units and accessories where shown and scheduled, using graphics and architectural drawings, using mounting method for the type described and to comply with manufacturer's instructions. B. PRE-INSTALLATION MEETING: Prior to the installation, meet with Project Manager at the project site to review material selection,installation procedures,coordination with other trades,special details and conditions, standard of workmanship. The meeting shall include the architect, general contractor, owner, sign contractor, material manufacturer's representative and reps of other trades or sub- contractors affected by the installation. Examine mock-ups and samples as a basis for installation of graphics and signage. C. INSTALLATION: Work shall be erected by skilled workmen especially trained in this type of work. The Sign Contractor is responsible for complete installation of all signs. 1. Execute drilling,cutting and fitting carefully and fit at job before finishing. Install all signs rigidly and properly to steel and structure as indicated. 2. Install with fasteners as shown in construction documents and as required. 3. Install work plumb, level, true and straight with no distortion, Shim as required using concealed stainless steel shims. Install at heights indicated, with sign surfaces free from distortion and other defects in appearance. Section 10430: Specialty Signs Arlington Municipal Airport Page 15 of 17 5/12/09—100%Submittal 4. Do all cutting and patching required for installation of the work. Perform all cutting and patching carefully to prevent damage to the structure and work of other trades. All cutting and patching shall be done by mechanics skilled in the trade affected and subject to approval of the Project Manager. 5. Promptly remove and dispose all waste material and rubbish from the site. At completion of the work,clean all lighting fixtures and signs and check for satisfactory operation. 6. Conduit and Wiring: Outlet boxes or box extensions shall be processed steel suitable for the installation and prepared for painting as described below, not less than 1-1/2" deep and 4" square or octagonal. D. General: Locate signs and accessories where indicated,using mounting methods of types described and in compliance with manufacturer's written instructions. E. Select appropriate mounting methods from subparagraphs below. 1. Mechanical Fasteners: Use non-removable mechanical fasteners placed through predrilled holes. Attach signs with fasteners and anchors suitable for secure attachment to substrate as recommended in writing by sign manufacturer. 2. Dimensional Characters: Mount characters using standard fastening methods recommended in writing by manufacturer for character form, type of mounting,wall construction, and condition of exposure indicated. Provide heavy paper template to establish character spacing and to locate holes for fasteners. 3.05 CLEANING A. GENERAL: Remove smears, spots and other markings. Do not use alkaline or abrasive cleaning agents. 3.06 FIELD TOUCH-UP A. GENERAL: Touch up minor scratches per manufacturer's recommended product and system; match original finish for colors and gloss. 3.07 DAMAGED SURFACES A. GENERAL:Repair adjacent surfaces damaged by work of this section at no additional cost to Owner. B. SIGNS: Sign Contractor to repair any damage to any area of a sign. 3.08 ELECTRICAL SOURCE: Owner will provide electrical power to within 5 feet of each sign. Sign Contractor to provide final connections and will energize all signs. 3.09 TEMPORARY COVERS: Signs which are installed prior to their assigned function being open to public use shall be covered by the Sign Contractor to conceal the face from view. Coverings shall be dark gray or black plastic, neatly affixed to the sign face with matching or concealed fasteners. When coverings are removed, clean the signs and treat plastic faces with anti-static solution. The Sign Contractor shall assume that all signs will require such coverings. PART 4:MEASUREMENT AND PAYMENT 4.01 MEASUREMENT Section 10430: Specialty Signs Arlington Municipal Airport Page 16 of 17 5/12/09—100%Submittal A. Specialty Signs will be measured for payment by the individual units fabricated,installed and accepted complete in place,as listed in the Unit Price Schedule. 4.02 PAYMENT A. Payment will be made for the number of Specialty Signs of each type as measured above at the lump sum price listed in the Unit Price Schedule for each item as follows: 1. Primary Airport Gateway Sign Type AO 2. Primary District Monument Sign Type Al 3. Secondary District Monument Sign Type A2 4. Tertiary District Monument Sign Type A3 5. Primary Vehicular Directional Sign Type B 1 6. Secondary Vehicular Directional Sign Type B2 7. Tertiary Directional/Trail Marker Sign Type B3 8. Trail Marker Sign Type B4 9. Primary Information Display Sign Type Cl END OF SECTION 10430 Section 10430: Specialty Signs Arlington Municipal Airport Page 17 of 17