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HomeMy WebLinkAbout4010 172nd Street NE_BLD1179_2026 COMMERCIAL APPLICATION PERMIT SUBMiTT/AL Department of Community & Economic Development City of Arlington • 18204 59th Ave NE -Arlington, WA 98223 • Phone (360)403-3551 The following minimum information is required for your Commercial/Multi-Family Building Permit Application. Mark each box to designate that the information has been provided. Please submit this checklist as part of your submittal documents. Incomplete applications will delay the review. IT One(1) City of Arlington Commercial/Multi-Family Permit Application � (One (1) permit application per building or structure is required) 1 One(1) City of Arlington Commercial/Multi-Family Submittal Requirements Form 13- Two (2)Architectural Drawings Er Two (2) Structural Drawings Two(2) Structural Calculations ❑ One (1) Project Specification Manuals (if applicable) ❑ One(1) NREC Code Compliance Forms tqJ PC One (1) Special Inspection Requirements Forms One(1) Occupant's Statement of Intended Use Form Drawings shall be BOUND SEPARATEL Y BY TYPE, architectural, structural and landscape and then ROLLED TOGETHER IN COMPLETE SETS> , An intake appointment is required for all new Commercial or Multi-Family Building Permit Applications. To schedule an appointment please contact the City of Arlington Permit Center at(360) 403 3551 or by email to ced(c�arlingtonwa.gov. I acknowledge that all items designated above are included as part of this application. REV 2015 Page 1 of 9 y COMMERCIAL APPLICATION PERMIT SUBMITTAL Department of Community & Economic Development City of Arlington • 18204 59th Ave NE •Arlington, WA 98223 • Phone(360) 403-3551 DETAILED SUBMITTAL REQUIREMENTS Mark each box to designate that the information has been provided. Please submit this checklist as part of your submittal documents A. E✓' SITE PLAN —REQUIRED WITH ALL SUBMITTALS (May be included as part of the Architectural Drawing cover Sheet) 1. Drawing shall be prepared at scale not to exceed 1" =20 feet. 2. Show building outline and all exterior improvements. 3. Provide property legal description and show property lines. 4. Provide dimensions from the property lines to a minimum of two building corners (or two identifiable locations for irregular plan shapes) 5. Show building setbacks, easements and street access locations. 6. Indicate North direction. 7. Indicate finish floor elevation for the first level. 8. Provide topographical map of the existing grades and the proposed finished grades with maximum five feet elevation contour lines. 9. Show the location of all existing underground utilities, including water, sewer,gas and electrical. 10. Flood hazard areas, floodways, and design flood elevations as applicable. B. EX ARCHITECTURAL DRAWINGS I ❑ Cover Sheet a) Building Information 1. Specify model code information. 2. Construction Type, 3. Number of stories and total height in feet. 4. Building square footage(per floor and total) 5. IBC Occupancy Type (show all types by floor and total). 6. Mixed-use ratio(if applicable) 7. Occupant load calculation (show by occupancy type and total) S. List work to be performed under this permit b) Design Team Information 1. Design Professional in Responsible Charge 2- Architects 3. Structural Engineers 4. Owner 5. Developer 6. Any other Design Team Members 2. ❑ Floor Plan a) Plan view 1/8"minimum scale. Details a minimum Y.-inch scale. b) Plans must show the entire tenant space. c) Specify the use of each room/area d) Provide an occupant load calculation on the floor plan. (on every floor, in all rooms and spaces) e) Show ALL exits on the plans; include new, existing or eliminated. 0 Show Barrier-Free information on the drawings. g) Show the location of all permanent rooms,walls and shafts. h) Note the uses in the adjacent tenant spaces, if applicable. i) Provide a door and door hardware schedule. REV 2015 Page 3 of 9 f fi COMMERCIAL APPLICATION PERMIT SUBMITTAL Department of Community& Economic Development City of Arlington • 18204 59th Ave NE •Arlington, WA 98223 • Phone(360)403-3551 The building permit does not include any mechanical, electrical, plumbing or fire sprinkler/alarm work. These permits are issued separately. Mechanical, electrical, plumbing, or fire sprinkler/alarm permits require a separate permit application and may also require separate plan review. Please note that any tenant improvement work in a space that involves food handling or preparation requires Snohomish County Health District approval before the permit can be issued. You rnusl provide the Permit Center a copy of the approval letter or the approved plans. Contact the Snohomish County Health District at(425) 339-5250 with any questions or for more information. An intake appointment is required for all large Tenant Improvement Building Permit Applications. To determine if your project requires an intake appointment, to schedule an appointment or to ensure that you have the most current information, please contact the City of Arlington Permit Center at(360)403-3551 or by email to ced@arlingtonwa.gov. Incomplete applications will not be accepted. I acknowledge that all items designated as submittal requirements must accompany my Building Permit Application to be considered a complete submittal. REV 2015 Page 5 of 9 � COMMERCIAL APPLICATION PERMIT SUBMITTAL Department of Community& Economic Development 11City of Arlington • 18204 59th Ave NE•Arlington, WA 98223 • Phone(360)403-3551 hh Project Name/Tenant Ivl ed a LJ-A on V v ai - I -A ar+ Site Address o 10 - 19 - (St_ N E Bldg/Unit/Suite IBC Construction Type \(—B IBC Occupancy Type Description of Use I(!!,:::> l<—�>c M ry) a-ff0TG Building Square Footage w n Number of Stories I Square Footage Per Floor LA mown Will there be any installation, modification or removal of the following? (Check all that apply) ❑ Automatic fire extinguishing systems J o El Compressed gas systems lJ ❑ Fire alarm and detection systems ❑ Fire pumps ❑ Flammable and combustible liquids(tanks, piping etc...) ❑ Hazardous materials ❑ High piled/rack storage ❑ Industrial ovens/furnace ❑ Private fire hydrants ❑ Spraying or dipping operations ❑ Standpipe systems ❑ Temporary membrane structure,tents(>200sq ft) or canopies(>400 sq ft) Provide details on any of the above checked items Installation, changes, modifications or removal of any of the above may require additional submittals, information, or permits during the plan review or construction process. Statement of Special Inspection REV 2015 Page 7 of 9 COMMERCIAL APPLICATION PERMIT SUBMITTAL Department of Community & Economic Developtnent City of Arlington • 18204 59th Ave NE •Arlington, WA 98223 • Phone(360)403-3551 Name of Project: `-d a 6n W� a - -- I --(—�- —- Project Address: 4010 6 L NE — Special Inspection Firm: - _ IF neeHooL Address: Contact Person: _ Phone: Email.- Special Inspection Firm Special Inspectors: 'w The Special inspection Firm of will perform special inspection for the following types of work(separate forms must be submitted if more than one firm is to be employed). ( ) Reinforced Concrete ( ) Bolting in Concrete ( ) Pre-stressed Concrete ( ) Shotcrete ( ) Structural Masonry ( ) Structural Steel and Welding ( ) High-Strength Bolting ( ) Spray-Applied Fireproofing ( ) Smoke-Control Systems ( ) Other Specify: All individual inspectors to be employed on this project will be WABO certified for the type of inspection they are to perform If inspection is for work that is not covered by the WABO categories, a detailed resume of the inspector and firm must be submitted. The resume must show the inspector and firm are qualified to perform the work and testing required by the project design and specifications. The work shall be inspected for conformance with the plans and specifications approved by the City. Revisions and addenda sheets will not be used for inspection unless approved by the City. The special inspector shall report to the City revisions that are not approved A daily record will be maintained on site itemizing the inspections performed, for the review of all parties. Any nonconforming items shall be brought to the immediate attention of the contractor for resolution.A weekly shall be submitted to the City,detailing the inspections and testing performed, listing any nonconforming items and resolution of nonconforming items Unresolved nonconforming items will be detailed on a discrepancy report and presented to the building department A final report shall be submitted to the Building Division prior to the Certificate of Occupancy being issued This report will indicate that inspection and testing was completed in conformance with the approved plans, specifications and approved revisions and addenda. Any unresolved discrepancies must be detailed in the final report. The special inspector and special inspection firm serve in the role as"deputy"City of Arlington inspectors and as such are responsible to the City of Arlington Building Division in the performance of the required work. Contractor: The contractor shall provide the special inspector or agency adequate notification of work requiring inspection. The City approved plans and specifications must be made available, at the job site for the use of the special inspector and the City Inspector.The contractor shall maintain all daily inspections reports, on site, for review. REV 2015 Page 8 of 9 ME D C I — E 11 G in E E R S � Seattle o Portland Lo Spokane •1 San Diego Austin Irvine $ San Francisco September 9, 2016 Anchorage Los Angeles Rick Matteson Acorn Consulting, Inc. 1125 SE Clatsop St Portland, OR 97202 Subject:Walmart Small Cell @ Arlington Address: 4010 172"d Street NE Arlington,WA Mr. Matteson, Verizon will be installing rectangular antennas and supporting equipment mounted to existing CMU walls at four(4) locations on the side of the Walmart Store in Arlington,Washington. In addition, two (2) new RF Equipment Cabinets will be installed on separate concrete pads on the ground adjacent to the building. DCI was asked to design the anchorage of the antenna to the CMU wall and to design a Fiber-Reinforced Plastic (FRP)shroud to hide the antennas. DCI also designed the bases for the new Cabinets to resist sliding and overturning forces from wind and seismic loads.The cabinets weigh 500 lb each. The installation on the CMU wall at each location consists of the following: • (1) Antenna—47 lb. ea • (2) RRU— 65 lb ea • OVP Raycap— 14 lb. • FRP Shroud—480 lb. The CMU wall has the capacity to support the added weight of this new equipment. See the attached sketches SSK-01 &SSK-02 showing attachment requirements for the antenna mount and shroud design. The foundations for the new cabinets mounted on a new footing at grade should be supported as shown in sketch SSK-03. The cabinets are identical and were reviewed for wind and seismic loads from the 2015 IBC. Sincerely, gY JO AAAV 11 1 A r ll Mathew Wies, P.E., S.E. y Associate DCI Engineers % 30090 N Received Attached—Calculations, SSK-01 -SSK-03 S�OV L DCI Project 1 601 1-01 74 (4000) OCT 18 2016 VA V1 818 Stewart Street,Suite 1000 Seattle,Washington,98101 Phone(206)332-1900 S e r v i c e I n n o v a t i o n V a l u e fV O :. l i 10 :. 101-0" FRP ANGLE 4x4x1/4 BOTTOM$TOP 6'-0" O ®h I FRP ANGLE 4x4x1/4 EA I CORNER WITH 314"FRP OVp N17 I BOLT-TYP ® RRUS32 RRUS32 1 I PSU AC 08 PSU AC 08 1 1-518"x 1.5/8"GALV UNISTRUT ANCHORED buno o o 1 TO WALL W/(3)3/8"e THREADED ROD, o - EMBED 2"WITH HILTI HY-70 ADHESIVE (USE SCREEN TUBE IF CELLS NOT 1 GROUTED) 1 1 1 FRP ANGLE 4x4xl/4EA-/Pi - ------L03 CORNER WITH (2)314" FRP BOLTS-TYP ELEVATION AT ANTENNA SHROUD JO F r� � � d 1i ��. 30090 S�Q Sketch# SSK-01 Project Name: Project#: By: Date: Acorn Walmart Arlington 1 601 1-01 74 MHW 9/8/16 N Field Sketch: D I Elevation at Antenna Shroud E n o I n E I_ R s mounted on CMU Wall 818 STEWART STREET, SUITE 1000•SEATTLE,WA 98101 PHONE(206)332-1900 • FAX: (206)332-1600 FRP ANGLE 4x4x1/4 EA CORNER WITH 3/4"FRP T-0" FRP ANGLE 4x4xl/4 EA BOLT-TYP - - CORNER WITH (2)3/4" FRP BOLTS-TYP 1 I -- -1/4"FRP PANEL FRP SHROUD ANCHORED TO WALL W/(6) 3/8"0 THREADED ROD,EMBED 2"WITH HILTI HY-70 ADHESIVE(USE SCREEN TUBE IF CELLS NOT GROUTED-ANCHORS TO BE LOCATED IN CENTER OF CELL:4" FROM TOP,BOTTOM&EDGE OF BLOCK) / R EXISTING CMU WALL I N A M11 1/4"FRP PANEL- b L Z' NA 'r r� 30090 �; •� SSK-02 Acorn Walmart Arlington 1 601 1-01 74 MHW 9/8/16 �DCI Section at Antenna Shroud mounted on CMUWaII 818 STEWART STREET, SUITE 1000" SEATTLE,WA 98101 PHONE(206)332-1900 " FAX: (206)332-1600 500 LB CABINET i� n FOOTING PER PLAN �N 9 x Sri• 30090 `� • ELEVATION AT s.s _V � Gp•€�I�� r 16rW HNs (Hil t i KB-TZ) 1-t fS�'D 4" (1 @ Ea, Corner 4'-0" SQUARE X 6" DEEP CONCRETE FOOTING W/#5 @ 18"OC a o EW, CENTERED. FLAN AT FOOTING Sketch# SSK-03 Project Name: Project M By: Date: Acorn Walmart Arlington 1 601 1-01 74 MHW 9/8/16 Field Sketch: = D C I Cabinet Foundation E n G I n E E R S 818 STEWART STREET, SUITE 1000 - SEATTLE,WA 98101 PHONE(206)332-1900 - FAX: (206)332-1600 Project No. Sheet No. =DCl flEERS Project Date � u t4A.61,T Ar I ingt on o 6 Subject By IZ2v 65 �Z = 130# �a-(c-N0 Up 305# �5 ���� P �Ik0e-L 2.5 J?6f- 10`X51 �- Cz� 3'xio' + z(3',c5�� = L4oFzZ w = ISO* r Q-Q 4 k4�% x gZ' u _4S W I c-s-D L D kl:;> Ito r-' P1—1 - vz &CC A.- 0 -bc z56 L4: . ka Vz. t-o V - Ito 26 �sF MDO (Project No. Sheet No. E n G Project Date L Ar I i ngt on s (4u. Subject By ` r GC, - ->S GC T n-P S K+W Jp TO e'- tet lo�yro' 3` DF / Sr 51,30U-) �5e�ow 2S S 6e C( too IDS C 3� i + Ilq� �L i i yso�oW= G XIb,"IZ Tt_A'O V A&C)L:z (-r�c) = 30 YD�4 7, (3I)�s� I�- TSL Twlu'� Z (�4o ko�b) 00t&—v Tv 553-* V13"4TtAw> ?�-(p G�c� w�E-E1t.T1 V = 3D Tcr '� " g Gr�P � c9�-- =D C I Project No. Sheet No. r= nE 1EER5 Project Date L &-\,1 RT Ar I ingt on C=� /( A Subject B I✓lo A';D� -ro Fo o'C I t—)Gti LJT 7:::Sao lik T-5 Ak ADD x0_�� 2� = 20 40 ��`•�A o �- C-4k C, IS:�5/10.67-= l47- NSF 3 6(4) ••e USA �` Jl7l ('7,' Fil �jL��...��. �l,�T (,J/*ge 1811 oC Project# 16011-0174 Page#: 1 Proj. Name : Acorn Walmart Arlington C IEngineer: MHW Date : 09/07/2016 i - i n E E R S Subject EQUIPMENT SUMMARY Design Criteria: Codes 20151BC ASCE 7-10 Equipment Summary, Loads & Anchorage Equipment Height(ft) Long Length(ft) Short Length(ft) Total Wgt. (kip) Curb Ht. (ft) Uplift Shear w/QO w/Q,, Cabinet 7.50 2.67 2.67 0.50 0.0 -859lb 439lb Wind Load Exp 120 MPH C kz 0.85 kzt 1.0 kd 0.85 qzI 26.6 1 psf F =gzGCfAf G 0.85 Cf 1.55 B/s 0.5 s/h 1.0 F 35.1 psf Provide(4) 1/2" Dia Threaded Rods, Embed 3"w/Hilti HY200 Project#: 1 601 1-0057 Page#: 1 0 C I Proj. Name: Acorn Walmart Arlington Engineer: MHW Date: 09/07/2016 E n G I n E E Fl S Subject: Seismic Coefficients I. Seismic Ground Motion Values: LAT = Site Latitude: = 48.162 LONG = Site Longitude: = -122.176 SS = MCE Spectral Accel @ 0.2 Sec: = 1.085 2002 USGS Mapped Value for Default Site Class B S, = MCE Spectral Accel @ 1.0 Sec: = 0.423 2002 USGS Mapped Value for Default Site Class B SITE = Site Class:(Default is D) = D per Geotech or Table 20.3-1-ASCE 7,pg 205 Fa = Spectral Accel @ 0.2 Sec for Site = Table 114-1-ASCE 7,pg 115 Fv = Spectral Accel @ 1.0 Sec for Site = Table 11.4-2-AscE 7,pg 115 SMS = MCE Spectral Resp(Short Period) = 0.45 =Fa Ss Eqn 11 4-1 5re1 = MCE Spectral Resp(Long Period) = 0.25 =FvS, Eqn 11 4-2 5pg = Design Spectral Accel @ 0.2 Sec = 0.77 =2/3 SMs Eqn 11 4-3 SD1 = Design Spectral Accel @ 1.0 Sec = 0.45 =2/3 SM, Eqn 11 4-4 XUSGS Design Maps Summary Report User—Specified Input Report Title Acorn Walmart Arlington Thu September 8,2016 04:53:07 UTC Building Code Reference Document 2012/2015International Building Code (whi&utilizes USGS hazard data avai6ble In 2008) Site Coordinates 48.1523VN, 122.176216W Site Soil Classification Site Class D -"Stiff Sall" Risk Category I/II/III Stanwood. ,� � ESEPr P OR SUSA BAY I'�l it4l ~� �-� . `wnino � lYIiTONMM01�rran�r lip OTSERVATAON - Marysville USGS-Provided Output S9 as 1.085 g SM= 1.156 g S ,, = 0.771 g Si as 0.4239 SM1= 0.667 g Soi= 0.4459 momm � ' Project# 16011-0174 Page#: 2 � D Proj.Name Acorn Walmart Arlington Engineer MHW Date: 09/07/2016 E f--1 G I I--1 E E F1 S Subject Cabinet Anchorage Seismic Design Requirements for Nonstructural Components-ASCE 7-10 Chapter 13 Equipment: Cabinet Cabinet Geometry: Seismic Coefficients Htoi= 7.5 ft Overall height SDC= D Seismic Design Category h s= 3.8 ft Seis.Centroid=1/2(Unit)+Curb SOS= 0.77 Design spectral acceleration h_w= 3.8 ft Wind Centroid=1/2(H_tot) ap= 1.0 ASCE 7-10-Table 13 6-1 D= 2.67 ft Dist between attachment RP= 2.5 ASCE 7-10-Table 13 6-1 N= 4 Attachments supporting weight Ip= 1.0 Component Importance NOT= 2 Attachments resisting OT OP 2.5 Weight Wp= 0 50 kip z= 1.0 ft h= 1.0 ft Height of building Wind Load Seismic Calculations Wind Pressure= 35.1 psf LRFD Level Wind Width= 2.67 ft Fp caic-0.4*oR*p/I tp Wp(1+2 h) Fp caic= 0.19 kips Wind Load= 0.70 kip Equation 13.3-1 Center of Wind 3 750 Fp.max=1.6*SpS*Ip*Wp Fp max= 0.6 kips WP= 0 5 kip Equation 13.3-2 Fp.min=0.3*SpS*1p*Wp Fp min= 0 12 kips Equation 13 3-3 Wind Load 0.702 kip Controlling Design Shear Force Fp= 0.70 kips FP= 0.70 kips Controlled by Wind Fp,ASD=0.6*Fp= 0.42 kips Reactions h= 3.75 ft N= (4) Attachments supporting weight/resisting shear NOT= (2) Attachments resisting OT Lateral Load in the X-direction (+value equal com ression Point A Point C i 2.67 ft Dead +0.1 kip +0.1 kip Rx=Wp/N R, RO JWind 1 0.5 kip +0.5 kip Rx=FP*h/D Seismic 1 0.1 kip +0.1 kip Max EQ 0.05 kips 1 0.23 kips (1.0+,14SDS)D+0.7EQ Min EQ -0.03 kips 0.15 kips (0.6-14SDS)D+0 7EQ Max Wind -0.17 kips 0.42 kips D+0-6W Min Wind -0.22 kips 1 0.37 kips 0.6D+0.6W Max EQ 0.04 kips 0 30 kips (1.2+,2SDS)D+1 OEQ Min EQ -0.07 kips 0 19 kips (0.6-.2SDS)D+1.OEQ Max Wind -0.34 kips 0.64 kips 1 2D+1 OW Min Wind -0 22 kips 0.37 kips 0.6D+0 6W Tension Compression Shear Max 0.64 kips 0.18 kips LRFD Loads 0.34 kip 0.18 kips Qp Loads -0.86 kip 0.44 kip www.hilti.us Profis Anchor 2.6.5 Company: DCI Engineers Page: 1 Specifier: MHW Project: SLM Walter Address: Sub-Project I Pos.No Cabinet Anchorage Phone I Fax: I Date: 06/02/2016 E-Mail: Specifier's comments: 1 Input data — - Anchor type and diameter: HIT-HY 200+HAS B7 1/2 Effective embedment depth: hef,opti=2.750 in.(h.f,llmit=4.750 in.) Material: ASTM A 193 Grade B7 Evaluation Service Report: ESR-3187 Issued I Valid: 03/01/2016 1 03/01/2018 Proof: Design method ACI 318-08/Chem Stand-off installation: -(Recommended plate thickness:not calculated) Profile: no profile Base material: cracked concrete,2500,fc'=2500 psi;h=6 000 in.,Temp.short/long:32/32°F Installation: hammer drilled hole,Installation condition:Dry Reinforcement: tension:condition B,shear:condition B;no supplemental splitting reinforcement present edge reinforcement:none or<No.4 bar Seismic loads(cat.C,D,E,or F) no Geometry[in.]&Loading[lb,in.lb] Z OP It CF10 OW Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor(c)2003-2009 Hilti AG,FL-9494 Schaan Hilti is a registered Trademark of Hilt!AG,Schaan www.hilti.us Profis Anchor 2.6.5 Company: DCI Engineers Page: 2 Specifier: MHW Project: SLM Walter Address: Sub-Project I Pos.No.: Cabinet Anchorage Phone I Fax: Date: 06/02/2016 E-Mail: 2 Load case/Resulting anchor forces Load case:Design loads Anchor reactions[lb] Tension force:(+Tension,-Compression) Anchor Tension force Shear force Shear force x Shear ford 1 860 440 0 440 max.concrete compressive strain: -[%o] max.concrete compressive stress: -[psi] resulting tension force in(x/y)=(0.000/0.000): 0[lb] resulting compression force in(x/y)=(0 000/0.000):0[lb] 3 Tension load Load N a[lb] Capacity tN„[lb] Utilization ON=Nua/4Nn Status feel Strength' 860 13301 7 OK Bond Strength— 860 1232 70 OK Sustained Tension Load Bond Strength" N/A N/A N/A N/A Concrete Breakout Strength— 860 1726 50 OK "anchor having the highest loading *'anchor group(anchors in tension) 3.1 Steel Strength Nsa =ESR value refer to ICC-ES ESR-3187 �Nsa Nua ACI 318-08 Eq.(D-1) Variables Ase,N[in.2] f [psi] 0.14 125000 Calculations Nsa[lb] 17735 Results Nsa[lb] steel Nsa[lb] Nua[lb] 17735 0.750 13301 860 Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor(c)2003-2009 Hilti AG,FL-9494 Schaan Hilli is a registered Trademark of Hilt!AG,Schaan ELM 11� www.hilti.us Profis Anchor 2.6.5 Company: DO Engineers Page: 3 Specifier: MHW Project: SLM Walter Address: Sub-Project I Pos.No Cabinet Anchorage Phone I Fax: Date: 06/02/2016 E-Mail: 3.2 Bond Strength Na = 1/\AN II Yed,Na ycp,Na Nba ACI 318-11 Eq.(D-18) Na z Nua ACI 318-11 Table D.4.1.1 ANa =see ACI 318-11,Part D.5.5.1,Fig.RD.5.5.1(b) ANao =(2 CNa)` ACI 318-11 Eq.(D-20) CNa =10 da TO—"cr ACI 318-11 Eq.(D-21) 1100 1 ll/ec,Na= �1 + eN 5 1.0 ACI 318-11 Eq.(D-23) \ cNe Wed,Na=0.7+0.3(� 0 1.0 ACI 318-11 Eq.(D-25) Ycp,Na=MAXRLIIie ANa))51.0 ACI 318-11 Eq.(D-27) Cac Cac Nba =Xa'Tk,c'f<'da'hef ACI 318-11 Eq.(D-22) Variables Tk,c,uncr[psi] da[In.] haf[In.] Capin[in.] Tk,c[psi] 1670 0.500 2.750 3.000 935 ec1.N[in.] ec2,N[in.] cac[in.] ka 0.000 0.000 4.480 1.000 Calculations CNa[in.] AN.[in.2] ANao[in.2] gfed,Na 6.133 83.41 150.45 0.847 Wecl,Na llec2,Na Ycp,Na Nba[lb] 1.000 1.000 1.000 4039 Results Na[lb] bond Na[lb] Nua[lb] 1896 0.650 1232 860 Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor(c)2003-2009 Hilti AG,FL-9494 Schaan Hilti is a registered Trademark of Hilt!AG,Schaan www.hilti.us Profis Anchor 2.6.5 Company: DCI Engineers Page: 4 Specifier: MHW Project: SLM Walter Address: Sub-Project I Pos.No.: Cabinet Anchorage Phone I Fax: Date: 06/02/2016 E-Mail: 3.3 Concrete Breakout Strength Ncb = (p N,)Wed,N Yc,N ycp,N Nb ACI 318-08 Eq.(D-4) Ncb a N a ACI 318-08 Eq.(D-1) ANC see ACI 318-08,Part D.5.2.1,Fig.RD.5.2.1(b) ANco =9 hef ACI 318-08 Eq.(D-6) 1 wec,N = 2 e�;l<_1.0 ACI 318-08 Eq.(D-9) \1 +3 h�,// wed N =0.7+0.3(�`,n,,)51.0 ACI 318-08 Eq.(D-11) WC0.N _MAX(eo_mm 1.5h�, 5 1.0 ACI 318-08 Eq.(D-13) — Cac � Co.0 No =kc N�f hef5 ACI 318-08 Eq.(D-7) Variables hef[in.] ec,.N[in.] ec2.N[in.] C.rn,,2[in.] %11'r N 2.750 0.000 0.000 3.000 1.000 c,c[in.] kc 7 fC[psi] 4.480 17 1 2500 Calculations AN,(in•2] AN.0[in•2] ac t{fec2 N f tod.N w ,N Nb[lb] 50.77 68.06 1. i N 1.000 0.918 1. 00 3876 Results Ncb[lb] �concreto Ncb[lb] Nua[Ib] 2655 0.650 1726 860 Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor(c)2003-2009 Hilti AG,FL-9494 Schaan Hilti is a registered Trademark of Hilti AG,Schaan www.hilti.us Profis Anchor 2.6.5 Company: DO Engineers Page: 5 Specifier: MHW Project: SLM Walter Address: Sub-Project I Pos.No.: Cabinet Anchorage Phone I Fax: Date: 06/02/2016 E-Mail: 4 Shear load Load Vua[lb] Capacity�V„[lb] Utilization pv=V„10V„ Status Steel Strength' 440 6916 7 OK Steel failure(with lever arm)* N/A N/A N/A N/A Pryout Strength(Bond Strength controls)** 440 2654 17 OK Concrete edge failure in direction y+** 440 949 47 OK *anchor having the highest loading **anchor group(relevant anchors) 4.1 Steel Strength VSe =(0.6 Ase,v fuze) refer to ICC-ES ESR-3187 �Vsteel z Vua ACI 318-08 Eq.(D-2) Variables Ase,y[in•2] fut.[psi] (0.6 Ase,v fut.)[lb] 0.14 125000 10640 Calculations Vsa[lb] _ 10640 Results Vsa[lb] steel Vs.[lb] Vue[lb] 10640 0. 5 6916 440 Input data and results must be checked for agreement with the existing conditions and for plausibility! PROPS Anchor(c)2003-2009 Hilti AG,FL-9494 Schaan Hilti is a registered Trademark of Hilti AG,Schaan 1 � 11= www.hilti.us Profis Anchor 2.6.5 Company: DCI Engineers Page: 6 Specifier: MHW Project: SLIM Walter Address: Sub-Project I Pos.No.: Cabinet Anchorage Phone I Fax: Date: 06/02/2016 E-Mail: 4.2 Pryout Strength(Bond Strength controls) Vcp cp=k [(A%,)wed,Na 4Jcp,Na ba N ] ACI 318-11 Eq.(D-40) �- VcP a Vua ACI 318-11 Table(D.4.1.1) A% see ACI 318-11,Part D.5.5.1,Fig.RD.5 5.1(b) AN.0 =(2 CNa)- ACI 318-11 Eq.(D-20) cNa =10 da ;— ACI 318-11 Eq (D-21) 1100 1 llfec,Ne= \1 + era 5 1.0 ACI 318-11 Eq.(D-23) �Na =0.7+0.3(c �)5 1.0 ACI 318-11 Eq.(D-25) �� llfeQNa _MAX SL!nl cNa 51.0 ACI 318-11 Eq.(D-27) 41cP Na— ( cac cac Nba =ka'Tk,c'R'da'her ACI 318-11 Eq.(D-22) Variables kcP Tk,cuncr[Psi] da[in.] het[n] ca,mrn[in.] 2 1670 0.500 _Y750 3.00 W,[Psi] eo7,N[in.] eczN(in.] cac[in.] l a 935 0.000 0.000 4.480 1.000 Calculations cNa[in.] Ara.(in•21 ANao[in.2] tVs4Na 6,133 83.41 150.45 0.847 41ec2,14a Nba[lb] 010 1.000 00 4039 Results Vcp Pb] VcP[lb] Vua[lb] 3792 0.700 2654 440 Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor(c)2003-2009 Hilti AG,FL•9494 Schaan Hilli is a registered Trademark of Hilti AG,Schaan www.hllti.us Profis Anchor 2.6.5 Company: DCI Engineers Page: 7 Specifier: MHW Project: SLM Walter Address: Sub-Project I Pos.No.: Cabinet Anchorage Phone I Fax: Date: 06/02/2016 E-Mail: 4.3 Conc((rete edge failure in direction y+ Vcb = \Avco)Wed,V Wc,V Wh,V Wparallel,V Vb ACI 318-08 Eq.(D-21) Vcb 2 Vua ACI 318-08 Eq.(D-2) Avc see ACI 318-08,Part D.6.2.1,Fig.RD.6.2.1(b) Avco =4.5 Ca, ACI 318-08 Eq.(D-23) 1 Wec,V- 2e <-1.0 ACI 318-08 Eq.(D-26) 1 +3ca, Wed,V=0.7+0.3( Caz )5 1.0 ACI 318-08 Eq.(D-28) 1.5c„ Ir Wn V = hc: Z 1-0 ACI 318-08 Eq.(D-29) , oz Vb = (7 \da) �) 1�cal ACI 318 08 Eq.(D-24) Variables caf[in.] Caz[in.] ecv[in.] Wc,v ha[in.] 3.000 3.000 0.000 1.000 6.000 la[in.] da[in.] fc[psi] Wparallel,V 2.750 1.000 0 500 2500 1.000 Calculations Av.[in•2] Avco[in•2] Wec,V Wed,v Wh,V Vb[lb] 33.75 40.50 1.000 0.900 1.000 1808 Results Vcb[lb] concrete Vcb[lb] Vua[lb] 1356 0.700 949 440 5 Combined tension and shear loads ON Ov C Utilization pN,v N Status 0.698 0.463 5/3 83 OK RNv=P�+O'V<=1 6 Warnings • Load re-distributions on the anchors due to elastic deformations of the anchor plate are not considered.The anchor plate is assumed to be sufficiently stiff,in order not to be deformed when subjected to the loading! Input data and results must be checked for agreement with the existing conditions and for plausibility! • Condition A applies when supplementary reinforcement is used.The(P factor is increased for non-steel Design Strengths except Pullout Strength and Pryout strength. Condition B applies when supplementary reinforcement is not used and for Pullout Strength and Pryout Strength.Refer to your local standard. • Design Strengths of adhesive anchor systems are influenced by the cleaning method.Refer to the INSTRUCTIONS FOR USE given in the Evaluation Service Report for cleaning and installation instructions • The ACI 318-08 version of the software does not account for adhesive anchor special design provisions corresponding to overhead applications. • Checking the transfer of loads into the base material and the shear resistance are required in accordance with ACI 318 or the relevant standard! Fastening meets the design criteria! Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor(c)2003-2009 Hilti AG,FL-9494 Schaan Hilti is a registered Trademark of Hilti AG,Schaan www.hilti.us Profis Anchor 2.6.5 Company: DCI Engineers Page: 8 Specifier: MHW Project: SLM Walter Address: Sub-Project I Pos.No.: Cabinet Anchorage Phone I Fax: Date: 06/02/2016 E-Mail: 7 Installation data Anchor plate,steel:- Anchor type and diameter:HIT-HY 200+HAS B7 1/2 Profile:- Installation torque:360.001 in.lb Hole diameter in the fixture:- Hole diameter in the base material:0.563 in. Plate thickness(input):- Hole depth in the base material:2.750 in. Recommended plate thickness:- Minimum thickness of the base material:4.000 in Drilling method:Hammer drilled Cleaning:Compressed air cleaning of the drilled hole according to instructions for use is required 7.1 Recommended accessories Drilling Cleaning Setting • Suitable Rotary Hammer Compressed air with required accessories Dispenser including cassette and mixer • Properly sized drill bit to blow from the bottom of the hole Torque wrench • Proper diameter wire brush Coordinates Anchor in. Anchor x y c.x c♦x c-y c.y 1 0.000 0 000 - 3 000 3.000 8 Remarks; Your Cooperation Duties • Any and all information and data contained in the Software concern solely the use of Hilti products and are based on the principles,formulas and security regulations in accordance with Hilli's technical directions and operating,mounting and assembly instructions,etc.,that must be strictly complied with by the user. All figures contained therein are average figures,and therefore use-specific tests are to be conducted prior to using the relevant Hilti product. The results of the calculations carried out by means of the Software are based essentially on the data you put in. Therefore,you bear the sole responsibility for the absence of errors,the completeness and the relevance of the data to be put in by you. Moreover,you bear sole responsibility for having the results of the calculation checked and cleared by an expert,particularly with regard to compliance with applicable norms and permits,prior to using them for your specific facility. The Software serves only as an aid to interpret norms and permits without any guarantee as to the absence of errors,the correctness and the relevance of the results or suitability for a specific application. • You must take all necessary and reasonable steps to prevent or limit damage caused by the Software. In particular,you must arrange for the regular backup of programs and data and,if applicable,carry out the updates of the Software offered by Hilti on a regular basis.If you do not use the AutoUpdate function of the Software,you must ensure that you are using the current and thus up-to-date version of the Software in each case by carrying out manual updates via the Hilti Website. Hilti will not be liable for consequences,such as the recovery of lost or damaged data or programs,arising from a culpable breach of duty by you. Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor,(c)2003.2009 Hdti AG.FL-9494 Schaan Hilu is a registered Trademark of Hilti AG,Schaan ' CITY OF ARLINGTON 238 N. OLYMPIC AVE -ARLINGTON, WA. 98223 _ PHONE; (360)403-3551 BUILDING PERMIT Address:4010 172nd St NE Permit#:1179 Parcel#:00930300000301 Valuation:30000.00 OWNER APPLICANT CONTRACTOR Name:WAL-MART STORES INC Name:Black Rock Consulting Name:Ridgetop Wireless Solutions,Inc Address:PO BOX 8050 M/S 0555 Address:PO Box 1744 Address:35232 Ede Rd City,State Zip:BENTONVILLE,AR 72712-8050 City,State Zip:Tualatin,OR 97062 City,State Zip:Lebanon,OR 97355 Phone: Phone:503-380-1564 Phone: MECHANICAL CONTRACTOR PLUMBING CONTRACTOR Name: Name: Address: Address: City,State,Zip: City,State,Zip: Phone: Phone: LIC#: EXP: LIC#: EXP: JOB DESCRIPTION PERMIT TYPE: Commercial Alteration CODE YEAR: 2015 STORIES: I CONST.TYPE: DWELLING UNITS: 0 OCC GROUP: BUILDINGS: I OCC LOAD: PERMIT APPROVAL 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. 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. IBC 110/IRC 110. SALES TAX NOTICE:Sales tax relating to cons niction and construction materials in the City of Arlington must be reported on your sales tax return form and coded Ci rlin to A3101. ,�i�c�e� 2- Signature Print Name Date Released By to CONDITIONS Adhere to approved plans. THIS PERMIT AUTHORIZS 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. PERMIT FEES Date Description Fee Amount 2/28/2018 Building Permit Fee $612.59 2/28/2018 Building Plan Review Fee $398.18 2/28/2018 State Building Code Surcharge Fee $4.50 Total Due: $1,015.27 Total Payment: $0.00 Balance Due: $1,015.27 CALL FOR INSPECTIONS BUILDING(360)403-3417 When calling for an inspection please leave the following information: Permit Number,Type of Inspection being requested,and whether you prefer morning or afternoon 00 NOT SCALE DRAWINGS CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS OR OMISSIONS NO VARIATIONS OR MODIFICATIONS TO WORK SHOWN SHALL BE IMPLEMENTED WITHOUT PRIOR WRITTEN A-AM I Alt MEHOW155VE60ETNLSORAWINOME SUPERSEDED BYTHE LATEST REVISION ALL DRAWINGS AND SPECIFICATIONS REMAIN THE PROPERTY OF ACOM CORPORATION WALMART SMALL CELL = Received OCT 18 201E verizon MEDALLION wtD «-,a 4010 172ND ST NE ARLINGTON, WA 98223 No Dale Revision A 03/25116 90%CD REVIEW SET B 04/07/16 100%CD REVIEW SET 0 05/12/16 REVISIONS 1 05/19/16 REVISIONS 2 05/23/16 100%FINAL CD SET 3 VICINITY MAP PROJECT INFORMATION SCOPE OF WORK VERIZON WIRELESS PROPOSES TO INSTALL NEW EXTERIOR WALL MOUNTED SMALL CELL PANEL ANTENNAS AND GPS UNIT WITH COAX ROUTING FROM THE VZW EQUIPMENT TO THE ANTENNAS VIA SLEEPERS ON ROOF ALL JURISDICTION: CITY OF ARLINGTON PROPOSED RF EQUIPMENT WILL BE INSTALLED IN THE(2)PROPOSED PAD MOUNTED EQUIPMENT CABINETS v e r i z o n✓ ZONING CLASS: HC(HIGHWAY COMMERCIAL) OCCUPANCY GROUP: M(RETAIL) jl PROPOSED USE TELECOM TAX PARCEL ID: 00930300000301 NODE 1(NAD83): LONGITUDE:48°09'3.80" LATITUDE:122"10'29,20" LIST OF DRAWINGS Implementation Team: NODE 2(NAD83): LONGITUDE:48°09'3,80" LATITUDE:122°10.29.20" SHEET DESCRIPTION NODE 3(NAD 83): LONGITUDE:48°09'%38" LATITUDE 122°10'33.64" S I T F_ NODE 4(NAD 83): LONGITUDE:48°09'59.38" LATITUDE:122°10'33 64" _ T-1 COVER SHEET GROUND ELEVATION(NAVD88): 122.0'* STRUCTURE HEIGHT: 20'-0"t(TOP OF BUILDING ROOF) T-2 GENERAL NOTES AND SYMBOLS 26'-8"!(TOP OF BUILDING PARAPET) A-1 PROPOSED SITE PLAN BLACK ROCK A-2 PROPOSED ROOF&EQUIPMENT PLANS A-3 ENLARGED PLANS&ELEVATIONS r CODE COMPLIANCE A-4 FRP SHROUD DETAILS :.<.r Tam A-5 BUILDING ELEVATIONS RF-1 PROPOSED ANTENNA CONFIGURATION ��`•,� ALL WORK AND MATERIALS SHALL BE PERFORMED AND INSTALLED IN ACCORDANCE WITH THE CURRENT E-0 GENERAL ELECTRICAL NOTES CONDITIONS OF THE FOLLOWING CODES AS ADOPTED BY THE LOCAL GOVERNING AUTHORITIES.NOTHING IN THESE PLANS IS TO BE CONSTRUED TO PERMIT WORK NOT CONFORMING TO THESE CODES: E-1 ELECTRICAL BUILDING PLAN CONSULTING INC WASHINGTON STATE AND LOCAL BUILDING CODES NTH THE FOLLOWING REFERENCE CODE: E-2 GROUNDING DETAILS 2012 IBC,STANDARDS AND AMENDMENTS WAC 51-50 20121MC,STANDARDS AND AMENDMENTS WAC 51-52 2012 IFC,STANDARDS AND AMENDMENTS WAC 51-54 2012 WASHINGTON STATE ENERGY CODE WAC51-11C Project Info: 2012 UPC, AND AMENDMENTS 2014 WASHINGTONRDS CIITIES ELECTRICAL CO EAC 51-56 WALMART SMALL CELL MEDALLION 4010 172nd ST NE ARLINGTON,WA 98223 DRIVING DIRECTIONS CONTACTS APPROVALS Drawing Tille: (FROM SEATTLE TACOMA INTERNATIONAL AIRPORT-SEATAC,WA): TITLE SIGNATURE DATE COVER SHEET TAKE WA-518 E FROM AIRPORT EXPRESSWAY.FOLLOW WA-5 1 811-4 0 5N TO 1-5 N.FOLLOW 1-5 N TO EXIT 206(WA-531 WALMART OWNER CONTACT: APPLIWOCLIENT CONTACT A&E CONTACT: REPRESENTATIVE TOWARD LAKEWOOD/SMOKEY POINT)IN SNOHOMISH COUNTY.USE THE RIGHT 2 LANES TO EXIT ONTO WA-531, DAVID HESS SOPHIA METESON KKERS RICK MAT KEEP RIGHT ON WA-531 E/172ND ST NE/EDGECOMB RD.SITE WILL BE ON THE RIGHT WALMART WIRELESS FIELD OPERATIONS BLACK ROCK ACOM CONSULTING,INC PHONE:(479)204-7140 PHONE:(503)380-1564 1125 SE CLATSOP ST RE ENGINEER david w hess@wal-mart corn sophia@blk-rock.com PORTLAND,OR 97202 PHONE:(425)209-6723 Poject Number: Date: rick matteson(HUacomconsullinginccom SITE OWNER 0523/16 Drafter: Designer: RM RM WALMART STORE CONTACT: APPLICANT: Project Manager: Professional of Record: JEFFERY FITTINGER VERIZON WIRELESS AM RJ STORE MANAGER MICHAEL CUNNINGHAM PHONE:(360)386-4608 michael.cunningham2@verizonwireless.Com Revision No: Sheet No: _ 2 T-1 GENERAL NOTES LINE/ANTENNA NOTES DWNQ I EN110 SAND AWILECoNNTnACT01 MUST VERIFYALL DIMENSIONS AND A[WNG CCrr•eRUiZT01 OF ANY ERRORS OR OMISSIONS NOVARIATIONS OR MODIFICATIONS TO WORK SHOWN SHALL BE IMPLEMENTED WITHOUT PRIOR WRITTEN 1. WORK SHALL COMPLY WITH ALL APPLICABLE CODES,ORDINANCES,AND REGULATIONS.ALL 16, VERIFY ALL EXISTING DIMENSIONS PRIOR TO PERFORMING WORK 1 ALL THREADED STRUCTURAL FASTENERS FOR ANTENNA SUPPORT ASSEMBLES SHALL APPROVAL ALL PREVIOUS ISSUES OF THIS DRAW NG ARE SUPERSEDED BY THE OUS IS REVISION ALL DRAWINGS AND NECESSARY LICENSES,CERTIFICATES,ETC-,REQUIRED BY AUTHORITY HAVING CONFORM TO ASTM A307 OR ASTM A36.ALL STRUCTURAL FASTENERS FOR STRUCTURAL STEEL SPE'I ACATIONS R EMAIN TH E PROPERTY OF ACOM FRAMING SHALL CONFORM TO ASTM A325.FASTENERS SHALL BE 51W MIN.DIA.BEARING TYPE CORPORATION JURISDICTION SHALL BE PROCURED AND PAID FOR BY THE CONTRACTOR, 17. VERIFY LOCATION OF ALL BURIED UTILITIES PRIOR TO ANY EXCAVATION. CONNECTIONS WITH THREADS EXCLUDED FROM THE PLANE.ALL EXPOSED FASTENERS.NUTS, 2. ACOM HAS NOT CONDUCTED,NOR DOES IT INTEND TO CONDUCT ANY INVESTIGATION AS TO 16, IN RAWLANO CONDITIONS,TOWER FOUNDATION STRUCTURAL STEEL TO BE GROUNDED AND WASHERS SHALL BE GALVANIZED OTHERWISE NOTED.CONCRETE EXPANSION ANCHORS THE PRESENCE OF HAZARDOUS MATERIAL,INCLUDING,BUT NOT LIMITED TO,ASBESTOS PRIOR TO CONCRETE POUR.TOWER FOUNDATION STRUCTURAL STEEL TO BE CONNECTED SHALL BE HILTI KWIK BOLTS UNLESS OTHERWISE NOTED.ALL ANCHORS INTO CONCRETE SHALL WITHIN THE CONFINES OF THIS PROJECT.ACOM DOES NOT ACCEPT RESPONSIBILITY FOR TO PERMANENT GROUND ROD PRIOR TO TOWER ERECTION,TOWER GROUND MUST BE BE STAINLESS STEEL. THE INDEMNIFICATION,THE REMOVAL,OR ANY EFFECTS FROM THE PRESENCE OF THESE MAINTAINED AT ALL TIMES. 2. NORTH ARROW SHOWN ON PLANS REFERS TO TRUE NORTH.CONTRACTOR SHALL VERIFY MATERIALS.IF EVIDENCE OF HAZARDOUS MATERIALS IS FOUND,WORK IS TO BE SUSPENDED AND THE OWNER NOTIFIED.THE CONTRACTOR IS NOT TO PROCEED WITH 19. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR APPLYING FOR COMMERCIAL MAGNETIC NORTH AND NOTIFY CONSULTANT OF ANY DISCREPANCY BEFORE STARTING FURTHER WORK UNTIL INSTRUCTED BY THE OWNER IN WRITING. POWER IMMEDIATELY UPON AWARD OF CONTRACT.THE GENERAL CONTRACTOR IS CONSTRUCTION. REQUIRED TO KEEP ALL DOCUMENTATION RECEIVED FROM THE POWER COMPANY, 3. ALL MATERIAL FURNISHED UNDER THIS CONTRACT SHALL BE NEW,UNLESS OTHERWISE ACKNOWLEDGING APPLICATION FOR POWER,WRITTEN AND VERBAL DISCUSSIONS WITH THE 3. PROVIDE LOCK WASHERS FOR ALL MECHANICAL CONNECTIONS FOR GROUND CONDUCTORS. NOTED.ALL WORK SHALL BE GUARANTEED AGAINST DEFECTS IN MATERIALS AND POWER COMPANY,ETC. USE STAINLESS STEEL HARDWARE THROUGHOUT. WORKMANSHIP.THE CONTRACTOR SHALL REPAIR OR REPLACE AT HIS EXPENSE ALL WORK THAT MAY DEVELOP DEFECTS IN MATERIALS OR WORKMANSHIP WITHIN SAID PERIOD OF 20. THE GENERAL CONTRACTOR SHALL OBTAIN WRITTEN CONFIRMATION OF THE EXPECTED 4. THOROUGHLY REMOVE ALL PAINT AND CLEAN ALL DIRT FROM SURFACES REQUIRING GROUND TIME OR FOR ONE YEAR AFTER THE FINAL ACCEPTANCE OF THE ENTIRE PROJECT, DATE OF COMPLETION OF THE POWER CONNECTION FROM THE POWER COMPANY. CONNECTIONS. WHICHEVER IS GREATER. 21. IF THE POWER COMPANY IS UNABLE TO PROVIDE THE POWER CONNECTION BY OWNER'S 5. MAKE ALL GROUND CONNECTIONS AS SHORT AND DIRECT AS POSSIBLE,AVOID SHARP BE NDS 4. THE GENERAL CONTRACTOR AND EACH SUBCONTRACTOR SHALL BE RESPONSIBLE FOR REQUIRED DATE,THE GENERAL CONTRACTOR SHALL PROVIDE AND MAINTAIN A TEMPORARY ALL BENDS TO BE A MIN.OF W RADIUS. VERIFYING ALL EXISTING CONDITIONS AND UTILITIES AT THE JOB SITE BEFORE WORK IS GENERATOR UNTIL THE POWER COMPANY CONNECTION IS COMPLETED.COSTS ASSOCIATED 6. FOR GROUNDING TO BUILDING FRAME AND HATCH PLATE GROUND BARS.USE A TWO-BOLT No Date Revision STARTED.NO CLAIMS FOR EXTRA COMPENSATION FOR WORK WHICH COULD HAVE BEEN WITH THE TEMPORARY GENERATOR TO BE APPROVED BY THE OWNER. HOLE NEMA DRILLED CONNECTOR SUCH AS T86 32007 OR APPROVED EQUAL. FORESEEN BY AN INSPECTION,WHETHER SHOWN ON THE CONTRACT DOCUMENTS OR NOT, A 03/25/16 90%CD REVIEW SET WILL BE ACCEPTED OR PAID. 22. IF THE GENERAL CONTRACTOR FAILS TO TAKE NECESSARY MEASURES AS DESCRIBED IN NOTES 19,20 AND 21 ABOVE,THE GENERAL CONTRACTOR SHALL PROVIDE A TEMPORARY 7 FOR ALL EXTERNAL GROUND CONNECTIONS,CLAMPS AND CADWELDS,APPLY A LIBERAL B 04/07/16 100%CD REVIEW SET 5. THE GENERAL CONTRACTOR AND EACH SUBCONTRACTOR SHALL BE RESPONSIBLE FOR GENERATOR AT NO COST TO THE OWNER. PROTECTIVE COATING OR AN ANTI-OXIDE COMPOUND SUCH AS"NO-OXIDE K BY DEARBORN VERIFYING DIMENSIONS AND CONDITIONS AT THE JOB SITE WHICH COULD AFFECT THE CHEMICAL COMPANY. o os/tv15 REVISIONS WORK UNDER THIS CONTRACT.ALL MANUFACTURERS RECOMMENDED SPECIFICATIONS, 23. PLANS PART OF THIS SET ARE COMPLEMENTARY.INFORMATION IS NOT LIMITED TO ONE EXCEPT THOSE SPECIFICATIONS HEREIN,WHERE MOST STRINGENT SHALL BE COMPLIED PLAN.DRAWINGS AND SPECIFICATIONS ARE INSTRUMENTS OF SERVICE AND SHALL REMAIN 8 REPAIR ALL GALVANIZED SURFACES THAT HAVE BEEN DAMAGED BY THERMO-WELDING.USE 1 05/19/15 REVISIONS WITH. THE PROPERTY OF THE ARCHITECT,WHETHER THE PROJECT FOR WHICH THEY ARE MADE IS ERICO T-319 GALVANIZING BAR/COLD GALVANIZING PAINT, 2 05/23/18 100%FINAL CD SET EXECUTED OR NOT.THEY ARE NOT TO BE USED BY THE OWNER ON OTHER PROJECTS OR 6, THE CONTRACTOR SHALL VERIFY AND COORDINATE SIZE AND LOCATION OF ALL OPENINGS EXTENSION TO THIS PROJECT EXCEPT BY AGREEMENT IN WRITING AND WITH APPROPRIATE 9 SEAL ALL CONDUIT PENETRATIONS INTO MODULAR BUILDING WITH A SILICONE SEALANT AND 3 FOR STRUCTURAL,MECHANICAL,ELECTRICAL,PLUMBING,CIVIL,OR ARCHITECTURAL WORK. COMPENSATION TO THE ARCHITECT.THESE PLANS WERE PREPARED TO BE SUBMITTED TO ALL CONDUIT OPENINGS. GOVERNMENTAL BUILDING AUTHORITIES FOR REVIEW FOR COMPLIANCE WITH APPLICABLE Client: 7. THE CONTRACTOR SHALL VERIFY THAT NO CONFLICTS EXIST BETWEEN THE LOCATIONS OF CODES AND IT IS THE SOLE RESPONSIBILITY OF THE OWNER AND/OR CONTRACTOR TO BUILD 10 ANTENNAS AND COAX TO BE PROVIDED BY VERIZON WIRELESS,CONTRACTOR TO COORDINATE ANY AND ALL MECHANICAL,ELECTRICAL,PLUMBING,OR STRUCTURAL ELEMENTS,AND THAT ACCORDING TO APPLICABLE BUILDING CODES. DELIVERY. ALL REQUIRED CLEARANCES FOR INSTALLATION AND MAINTENANCE ARE MET.NOTIFY THE CONSULTANT OF ANY CONFLICTS.THE CONSULTANT HAS THE RIGHT TO MAKE MINOR 24. IF CONTRACTOR OR SUBCONTRACTOR FIND IT NECESSARY TO DEVIATE FROM ORIGINAL MODIFICATIONS IN THE DESIGN OF THE CONTRACT WITHOUT THE CONTRACTOR GETTING APPROVED PLANS,THEN IT IS THE CONTRACTOR'S AND THE SUBCONTRACTOR'S verizont/ ADDITIONAL COMPENSATION. RESPONSIBILITY TO PROVIDE THE ARCHITECT WITH 4 COPIES OF THE PROPOSED CHANGES FOR HIS APPROVAL BEFORE PROCEEDING WITH THE WORK.IN ADDITION THE CONTRACTOR 6. DO NOT SCALE THE DRAWINGS.DIMENSIONS ARE EITHER TO THE FACE OF FINISHED AND SUB-CONTRACTORS SHALL BE RESPONSIBLE FOR PROCURING ALL NECESSARY ELEMENTS OR TO THE CENTER LINE OF ELEMENTS,UNLESS NOTED OTHERWISE.CRITICAL APPROVALS FROM THE BUILDING AUTHORITIES FOR THE PROPOSED CHANGES BEFORE DIMENSIONS SHALL BE VERIFIED AND NOTIFY THE CONSULTANT OF ANY DISCREPANCIES, PROCEEDING WITH THE WORK-THE CONTRACTOR AND SUB-CONTRACTORS SHALL BE PROJECT INFORMATION RESPONSIBLE FOR PROCURING ALL NECESSARY INSPECTIONS AND APPROVALS FROM Implementation Team: 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DAILY CLEAN UP OF ALL TRADES AND BUILDING AUTHORITIES DURING THE EXECUTION OF THE WORK. REMOVE ALL DEBRIS FROM THE CONSTRUCTION SITE.AT THE COMPLETION OF THE 1. THIS IS AN MANNED FACILITY WITH RESTRICTED ACCESS EQUIPMENT AND WILL BE USED FOR THE PROJECT,THE CONTRACTOR SHALL THOROUGHLY CLEAN THE BUILDING,SITE,AND ANY 25. IN EVERY EVENT,THESE CONSTRUCTION DOCUMENTS AND SPECIFICATIONS SHALL BE TRANSMISSION OF RADIO SIGNALS FOR THE PURPOSE OF PROVIDING PUBLIC CELLULAR SERVICE. OTHER SURROUNDING AREAS TO A BETTER THAN EXISTING CONDITION. INTERPRETED TO BE A MINIMUM ACCEPTABLE MEANS OF CONSTRUCTION BUT THIS SHALL NOT RELIEVE THE CONTRACTOR,SUB-CONTRACTOR,AND/OR SUPPLIERIMANUFACTURER 10. THE CONTRACTOR IS RESPONSIBLE FOR ADEQUATELY BRACING AND PROTECTING ALL FROM PROVIDING A COMPLETE AND CORRECT JOB WHEN ADDITIONAL ITEMS ARE REQUIRED 2 VERIZON WIRELESS CERTIFIES THAT THIS TELEPHONE EQUIPMENT FACILITY WILL BE SERVICED ONLY WORK DURING CONSTRUCTION AGAINST DAMAGE,BREAKAGE,COLLAPSE,ETC.ACCORDING TO THE MINIMUM SPECIFICATION.IF ANY ITEMS NEED TO EXCEED THESE MINIMUM BY VERIZON WIRELESS EMPLOYEE SERVICE PERSONNEL FOR REPAIR PURPOSES ONLY.THIS FACILITY TO APPLICABLE CODES,STANDARDS,AND GOOD CONSTRUCTION PRACTICES. SPECIFICATIONS TO PROVIDE A COMPLETE,ADEQUATE AND SAFE WORKING CONDITION, IS OCCUPIED AND IS DESIGNED FOR HUMAN OCCUPANCY. BLACK ROCK THEN IT SHALL BE THE DEEMED AND UNDERSTOOD TO BE INCLUDED IN THE DRAWINGS.FOR 11. THE CONTRACTOR SHALL MEET ALL OSHA REQUIREMENTS FOR ALL INSTALLATIONS. EXAMPLE,IF AN ITEM AND/OR PIECE OF EQUIPMENT REQUIRES A LARGER WIRE SIZE(I.E. ELECTRICAL WIRE),STRONGER OR LARGER PIPING,INCREASED QUANTITY(I.E.STRUCTURAL 12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DAMAGES TO THE EXISTING ELEMENTS).REDUCED SPACING,AND/OR INCREASED LENGTH(I.E.BOLT LENGTHS,BAR A8E Team CONSTRUCTION AND REPAIR ALL DAMAGES TO BETTER THAN NEW CONSTRUCTION.THE LENGTHS)THEN IT SHALL BE DEEMED AND UNDERSTOOD TO BE INCLUDED IN THE CONTRACTOR SHALL NOTIFY THE ARCHITECT OF ANY DAMAGE TO THE BUILDING SITE OR BID/PROPOSAL THESE DOCUMENTS ARE MEANT AS A GUIDE AND ALL ITEMS REASONABLY X&wn7 ANY ADJACENT STRUCTURES AROUND THE PROJECT.THE CONSULTANT SHALL BE SOLE INFERRED SHALL BE DEEMED TO BE INCLUDED. AND FINAL JUDGE AS TO THE QUALITY OF THE REPAIRED CONSTRUCTION.ANY ADDITIONAL MODIFICATIONS WHICH MUST BE MADE SHALL BE MADE AT THE CONTRACTOR'S EXPENSE, 26. THESE CONTRACT DOCUMENTS AND SPECIFICATIONS SHALL NOT BE CONSTRUED TO CREATE A CONTRACTUAL RELATIONSHIP OF ANY KIND BETWEEN THE ARCHITECT AND THE 13. WHERE ONE DETAIL IS SHOWN FOR ONE CONDITION,IT SHALL APPLY FOR ALL LIKE OR CONTRACTOR. CONSULTING I N C SIMILAR CONDITIONS,EVEN THOUGH NOT SPECIFICALLY MARKED ON THE DRAWINGS OR REFERRED TO IN THE SPECIFICATIONS,UNLESS NOTED OTHERWISE. 14. WHERE NEW PAVING,CONCRETE SIDEWALKS OR PATHS MEET EXISTING CONSTRUCTION, Project Info: THE CONTRACTOR SHALL MATCH THE EXISTING PITCH,GRADE,AND ELEVATION SO THE WALMART SMALL CEL ENTIRE STRUCTURE SHALL HAVE A SMOOTH TRANSITION. MEDALLION 15. THE CONTRACTOR SHALL MODIFY THE EXISTING FLOORS,WALL,CEILING,OR OTHER 4010172nd ST NE CONSTRUCTION AS REQUIRED TO GAIN ACCESS TO AREAS FOR ALL MECHANICAL, ARLINGTON,WA 98223 PLUMBING,ELECTRICAL,OR STRUCTURAL MODIFICATIONS.WHERE THE EXISTING CONSTRUCTION DOORS,PARTITIONS,CEILING,ETC..ARE TO BE REMOVED,MODIFIED,OR REARRANGED OR WHERE THE EXPOSED OR HIDDEN MECHANICAL,ELECTRICAL,SYSTEMS Drawing Title: ARE ADDED OR MODIFIED,THE GENERAL CONTRACTOR SHALL REPAIR,PATCH AND MATCH LEGEND IMPORTANT NOTICE ALL EXISTING CONSTRUCTION AND FINISHES OF ALL FLOORS WALLS AND CEILINGS.WHERE CONCRETE MASONRY CONSTRUCTION IS MODIFIED,THE CONTRACTOR SHALL TOOTH IN ALL THE EXISTING CONDITIONS REPRESENTED HEREIN ARE BASED ON VISUAL OBSERVATIONS AND GENERAL NOTES NEW CONSTRUCTION TO MATCH THE EXISTING BOND.WHERE CONCRETE CONSTRUCTION IS MODIFIED,THE CONTRACTOR SHALL VERIFY THE EXACT DETAILS TO BE USED FOR BUILDINGNVALUDETAIL SECTION LARGE SCALE DETAIL INFORMATION PROVIDED BY OTHERS.ACOM CONSULTING CANNOT GUARANTEE THE CORRECTNESS NOR AND SYMBOLS CONSTRUCTION.ALL WORK SHALL BE COVERED UNDER THE GENERAL CONTRACT. COMPLETENESS OF THE EXISTING CONDITIONS SHOWN AND ASSUMES NO RESPONSIBILITY THEREOF. Detail Number ;......••: CONTRACTOR AND HIS SUB-CONTRACTORS SHALL VISIT THE SITE AND VERIFY ALL EXISTING CONDITIONS A Detail Number AS REQUIRED FOR PROPER EXECUTION OF PROJECT.REPORT ANY CONFLICTS OR DISCREPANCIES TO THE q•1 • CONSULTANT PRIOR TO CONSTRUCTION. Propel Number Data- Sheet Number .....•. A l 05/23/16 Where Detailed Sheet Number IXNtec DesgnU, Where Detailed RM RM REFERENCE Project Manager: Protessienel of Ree-I AM RJ c Rorsbn No: Sheet No: Referenced Drawing _ — — DO NOT SCALE DRAWNGS.CONTRAC I OR MUST VERIEM ALL DIMENSID415 MID ADVISE CONSULTANID OF ANV ERRORS OR W OLBSShM15 NOVMLM11O05 ORYmncI ,IONS TOVIORN SN(MN SHALL BE 1MP1tMEh TEDVA1N0U1 PRIORNMITTEN APPROVAL.ALL PREVIOUD ISSUES OF THIS DNAYANO ARE SUPERSEDED BY THE LATEST REVISION.ALL ON AVM1 GS AND SPECIFICATIONS REMAIN THE PROPERTY OF ACOM - CORPORATION 1 - EDGECOMB ROAD (STATE RT 531) M � EXISTING RETAIL = AREA No Dale Revision EXISTING A 03/25/16 90%CD REVIEW SET RETAIL AREA B 04/07/16 100%CD REVIEW SET EXISTING RETAIL o 05/12116 REVISIONS AREA 1 05/23/16 REVISIONS Ir1 2 OS/231i6 100%FINAL CD SET Lo LLLLJ J 3 Client: oHoo-boo-4-I--ol-o-NooO . verizon✓ OtCEXISTING WALMART— PARKING o AREA I Implementation Team: Ho EXISTING [F�T; OPEN FIELD \ BLACK ROCK of-�-I H--HooH-O� N000 FXISTIF}I;, � " Team A&Offt7 - - LA;kLM6+l2"f 000l-Hot-N-N000 o No CONSULTING INC EXISTING 4440-WWALIVIART PARKING Project Info: AREA —I j j WALMART SMALL CELL IIIMEDALLION 4010 172nd ST NE Il If I ARLINGTON,WA 96223 IJOI� Drawing Title: �000PROPOSED 1 SITE PLAN Project Number rat"05l23l16 Drafter: Designer: RM RM PrG)eCt Manage'. Professional of Record: AM RJ NORTH Rovrsion No- Sheet No 2 A-1 PROPOSED SITE PLAN 1 22"x34"SCALE:1"=20'-0" 1 T'07"SCALE:1"=40'-0" 21r T DO NOT SCALE DRAWINGS CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS OR PAINT THE EQUIPMENT CABINETS, OMISSIONS NO VARIATIONS OR MODIFICATIONS TO WORK CONDUIT AND ALL HARDWARE TO SHOWN SHALL BE IMPLEMENTED WITHOUT PRIOR WRITTEN APPROVAL ALL PREVIOUS ISSUES OF THIS DRAWING ARE MATCH EXISTING BUILDING COLOR SUPERSEDED BYTHE LATEST REVISION ALL DRAWINGSAN. SPECIFICATIONS REMAIN THE PROPERTY OF ACOM CORPORATION VERIZON WIRELESS WALL • MOUNTED ANTENNAS(TYP) 1 Rr---! A-a EXISTING ASPHALT AREA ' VERIZON WIRELESS EQUIPMENT I— — — �. EXISTING UTILITY 1 CABINET(PAD MOUNTED) TRANSFORMER A-3 —LOAD CENTER(ON CABINET) NODE#1 —4.0'x4-0' 3 N I CONCRETE PAD q-3 LL � z a e No Date Revision ro[•� © L i��n © ❑ A 03/25/16 90%CD REVIEW SET 15t7" �rv.N'• ry B 04/07/18 100%CD REVIEW SET r 0 05/12/16 REVISIONS 1 05119116 REVISIONS © © LL O 2 05/23116 100%FINAL CD SET O 0 0 © © LL / VERIZON WIRELESS WALL 3 O EXISTING ROOF— _ ❑ LU MOUNTED CONDUITS: o • (4)2"EMT FOR FIBER CABLE c!.c If w TO ANTENNAS VERIZON WIRELESS PAD o = ENLARGED EQUIPMENT PLAN 2 ve rizo n✓ MOUNTED EQUIP.CAB. © 22"x34"SCALE:1/8"=1'-0" _ _ 11'k17"SCALE:1/e"=1'40" A' T T 1' 0' �' 0 © l © �i NOTE: CONTRACTOR SHALL NOT DISTURB OR DAMAGE THE implementation Team. EXISTING ROOFING SYSTEM IN ANY WAY,SHAPE OR FORM.IF A NY DAMAGES DO OCCUR, E CONTRACTOR SHALL REPORT TO THE VZW CONSTRUCTION �, 0 MANAGER IMMEDIATELY!IT IS VERIZON WIRELESS CONDUITS THE CONTRACTOR'S ---� ---- 2 1 © a © ON SLEEPERS(TYP): RESPONSIBILITY TO MAINTAIN BLACK ROCK A-2 A-3 ■ (1)2"EMT FOR FIBER& THE ROOFING SYSTEM IN ITS Cry` POWER TO ANTENNAS EXISTING CONDITION DURING %rl CONSTRUCTION. C. VERIZON WIRELESS CONDUITS X&OM7 ON SLEEPERS(TYP): • (1)2"EMT FOR FIBER& CONSULTING INC c POWER TO ANTENNAS vy Ly I �v c'i Info: �! WALMART SMALL CELL MEDALLION 4010 172nd ST NE O'CY ARLINGTON,WA 98223 Drawing TiOe: VERIZON WIRELESS WALL , w _ PROPOSED MOUNTED ANTENNA 1' O — moo,, (TYP) '.z I - ROOF PLAN INODE N3 I Project Number Dale: 05/23/16 Drafter. DeSWer RM RM Project Manager. Professional of Rewrd AM RJ t 1 Revision No, Sheaf No: RF-1 ,A•4 . NORTH � /�A_� PROPOSED ROOF PLAN 1 22"x34"SCALE:1/32"=1'-0" 11"x17"SCALE:1164"=1'-0" 32' 24' 16' 8' 0" 32' DO NOT SCALE DRAWINGS CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS OR OMISSIONS NO VARIATIONS OR MODIFICATIONS TO WORK SHOWN SHALL BE IMPLEMENTED WITHOUT PRIOR WRITTEN APPROVAL ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION ALL DRAWINGS AND SPECIFICATIONS REMAIN THE PROPERTY OF ACOM nCORPORATION O RF-. A VERIZON WIRELESS WALL MOUNTED ANTENNAS(TYP) o I NODE#1 v 6"THK CONCRETE PAD I I W/#5@8"OC AT MID ` SPAN NODE#7. I o I�, r � _� ram•_ �, _, 4 K I ••I' 1'CHAMFER EDGE-TYP No Date Revision r ,•Y ••s ` I I -�'148� ^r' `I A 03125/16 90%CD REVIEW SET i I I ( I• \ � '•1•� B 04/07/16 100%CD REVIEW SET X — I r 0 05/12/16 REVISIONS �,,-�.;.v.-�`, `r, .,• ` �•f w ( n 3"W/HL TI HY200DED 0D EMBED osnsns REvisloNs "f'-' } • (MIN 4 PER CABINET) z 05/23/1s ooio FINAL CD SET • - a - COORDINATE W/CABINET Y+ r BJ(ISTING MANUFACTURER 3 .•-/ s� Client: --VERIZON WIRELESS CONDUITS " •• r 3"MIN-TYP ON SLEEPERS(TYP): ° '- '' * • (2)2"EMT FOR FIBER& POWER TO ANTENNAS ■ verizonv / NORTH 22N34"SCALE:1/4"=1'-1' ENLARGED ROOF PLAN NODES 2 & 3 11'k1T'SCALE:1/2'=1'-0' 1 CONCRETE PAD DETAIL 3 Implementation Team. 11"x17"SCALE:1/8"=l'-0' 4' 3' T 1- 0 4' VERIZON WIRELESS CONDUITS .,�ON SLEEPERS(TYP): BLACK ROCK • (2)2"EMT FOR FIBER& POWER TO ANTENNAS VERIZON WIRELESS WALL MOUNTED CONDUITS: • (4)2"EMT FOR FIBER&POWER TO ANTENNAS A&E Team: ..Y.' r.. •-• • - • (1)2"EMT FOR POWER AA . (1)2"EMT FOR FIBER \` / /7EXIST�ISi ROOF PAINT CONDUITS AND ALL HARDWARE Pj&OM7 •71 TO MATCH EXISTING BUILDING COLOR VERIZON WIRELESS WALL - MOUNTED ANTENNAS(TYP) 2'-0" " , " _ ! - - - CONSUL TING INC _ , '�• •+. Project Info, • . ; '' r' �—EXISTING BUILDING — -_ _ _- — WALMART SMALL CELL MEDALLION IZON EQUIPMENT aolo n2nd sT NE o I 1 •.,••••t .• - ARLINGTON,WA 98223 o NODE tt4 VIER WIRELESS I s _ ; - CABINET(PAD MOUNTED& - _—PAINTED TO MATCH EXISTING-- LOAD CENTER(ON CABINET) _ _BUILDING COLOR) Drawing Tiue, na - - i,� . i..:• /; rf,� / - — - - - - — ENLARGED PLANS o NODE#3 = - & ELEVATIONS 10.0" % Project'd., +tl Uo,c 05/23/16 Despner. RM RM v RF 1 A4 Proleel MBnopor Profossfonnt of Recortl: AM RJ Revision No: FShootNORTH 2A-3 22"x34"SCALE:111"=T-0" ENLARGED ROOF PLAN @NODES 1 & 4 2 22 x3q"SCALE.3/16'=1'-0" ® ENLARGED EQUIPMENT AREA ELEVATION 1 11"x17"SCALE:1/8-1'-0" 4' 7 2 1 a 4' 11.17"SCALE:3/32••=1•-0" 4' 2' 0" 4' DO NOT SCALE DRAWINGS.CONTRACTOR MUST VERIFY ALL 2'-0" DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS OR OMISSIONS NO VARIATIONS OR MODIFICATIONS TO WORK FRP ANGLE 4x4x1/4 EA SHOWN SHALL BE IMPLEMENTED W THOUT PRIOR WRITTEN CORNER WITH3/4"FRP FRP ANGLE 4x4x1/4 APPROVAL ALL PREVIOUS ISSUESOFTHISDRAWINGARE SUPERSEDED BY THE LATEST REVISION ALL DRAWINGS AND BOLT-TYP TOP&BOTTOM W/1/4" SPECIFICATIONS REMAIN THE PROPERTY OF ACOM FRP PANEL CORPORATION 10'-0" 1/4"FRP PANEL FRP ANGLE 4x4xt/4 FRP SHROUD ANCHORED TO WALL W/(6) BOTTOM&TOP 6-0" T-0" 1/4"G THREADED ROD,EMBED 2"WITH HILTI HY-70 ADHESIVE(USE SCREEN TUBE IF CELLS NOT GROUTED-ANCHORS TO BE LOCATED IN CENTER OF CELL:4" ————_ ® FROM TOP,BOTTOM&EDGE OF BLOCK) Pn FRP ANGLE 4x4x1/4EA ANTENNA No Dale Revision CORNER WITH 3/4"FRP OVP — — BOLT-TYP I ® D RRU/RRUA2 RRU/RRUA2 I co A 03/25/18 90%CD REVIEW SET I I B 04/07/16 100%CD REVIEW SET 1-5/8"x 1-5/8"GALV UNISTRUT ANCHORED tnE n C — — — TO WALL W/(3) "4J THREADED ROD, 0 _ g 05/12/18 REVISIONS -- ------------ —— ---- — EMBED 2"WITH HILTI HY-70 ADHESIVE Q I (USE SCREEN TUBE IF CELLS NOT I 1 osn s/1s REVISIONS GROUTED) 9'-0" —� 2 05/23/16 100%FINAL CD SET FRP ANGLE 4x4x1/4 EA 3 CORNER WITH (2)3/4" EXISTING�M U— FRP BOLTS-TYP 1/4"FRP PANEL Client FRP ANGLE 4x4x114 EA CORNER WITH (2)3/4" FRP BOLTS-TYP • verizon✓ FRP FINISH AND COLOR TO MATCH EXISTING BUILDING 22"x-"SCALE:3/4"=1' ANTENNA SHROUD — ELEV WITHOUT FRP PANEL 4 22"x34"S°ALE,-,/2'=" ANTENNA SHROUD — SECTION 3 Implementation Team: 11"x17"SCALE:3/8"=1"o, 1®, 11"x17"SCALE 3/4"=T4T 1' 6' 7 1. BLACK ROCK A&E Team: FRP SHROUD ANCHORED TO WALL W/(6)*'0 THREADED ROD,EMBED 2"WITH HILTI HY-70 ADHESIVE (USE SCREEN TUBE IF CELLS NOT GROUTED- —EXISTING CMU ANCHORS TO BE LOCATED IN CENTER OF CELL:4" CONSULTING I N C. WALL FROM TOP,BOTTOM&EDGE OF BLOCK) 3 A,4 Project Info: WALMART SMALL CELL MEDALLION 4010 d ST NE ---_ —--—_------—. ARLINGTON,WA 98223 FRP ANGLE 4 FRP ANGLE 4x4x1/4 EA- ' —L— OP W1 I BOTTOM&TOP W/3/4" iv CORNER WITH 3/4"FRP - — —J_ ,� FRP ANGLE 4x4x1/4 EA FRP BOLT Drawing Title: BOLT-TYP I CORNER WITH 3/4"FRP — — — _L BOLT-TYP FRP SHROUD 1/4"FRP PANEL 5'0" DETAILS —1-- 1/4' FRP PANEL ` r /�— _ I LS FRP ANGLE 4x4x1/4EA FRP ANGLE 4x4x1/4 CORNER WITH (2)3/4" BOTTOM&TOP W/1/4" Project Nombor Date. FRP BOLTS-TYP FRP PANEL 05/23/16 FRP ANGLE 4x4x1/4 EA FRP FINISH AND COLOR TO MATCH 10'-0' Dialler: Designer CORNER WITH (2)3/4" EXISTING BUILDING RM RM FRP BOLTS-TYP Proles Manager: Plotessional of Record: FRP FINISH AND COLOR TO MATCH AM RJ EXISTING BUILDING Revision No Sheet No: 2 A-4 22"x34"SCALE:3/4"=1'-0" ® ANTENNA SHROUD — ELEVATION 2 ;;;x""S.�E 3;a-;_a: ®,, ANTENNA SHROUD — PLAN VIEW 1 11"x17"SCALE:3/8"=1'-a" 1 6 0- 1 DO NOT SCALE DRAWN GS CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS OR OMISSIONS NO VARIATIONS OR MODIFICATIONS TO WORK SHOWN SHALL BE IMPLEMENTED WITHOUT PRIOR WRITTEN APPROVAL ALL PREVIOUS ISSUES FTHIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION ALL DRAWINGS AND SPECIFICATIONS REMAIN THE PROPERTY OF ACOM CORPORATION 2 2 RF-1 n a 1 PROPOSEDVERIZO ANTENNA TIP HEIGHT e WIRELESS ANTENNA,RRU& — � � — — 28'•0't AGI Y SHROUD" OVP BEHIND FRP SHRO I- TOP OF PARAPET 28'-0't AGL TOP OF PAR.8'APET ,J7� f .• 1 s �,.. �.j,., :y yr l Y ;�. .� 'l - 28i AGL r�C"/,`t-j;c;•,� {ti72�St'f `•�it.,{t l kl,V •S{ .1 ;.• Y.=•i�.1'�y t�i•R;��-�� �"C�rf`r — TOP OF ROOF 1 t _ !ZI 1•i�a.!: !-.T. tj'_ - -- - - - --- - - --- 20'•0't GL a. c U.: fr3Ar5; ac sy�s{3� � t ftr�•�t�r.�+ �as.: No Dale Revision A 03/25/16 90%CD REVIEW SET B 04/07116 100%CDREVIEWSET 0 05/12115 REVISIONS 1 05/19/16 REVISIONS PARTIAL- ENLARGED FRONT ELEVATION (RIGHT SIDE) 2 05123/16 100%FINAL CD SET 3 NOTE PROPOSED VERIZON WIRELESS ANTENNA SHROUD PAINTED TO MATCH BUILDING verizon✓ 2 2 n4 RF-1 Implementation Team: PROPOSED VERIZON 4 ANTENNA TIP HEIGHT _ _ WIRELESS ANTENNA,RRU& qd 20`6'i AGL OVP BEHIND FRP SHROUD • TOP OF PARAPET - T L:•+'•.,. •N/ !�, ''.: .,I i e. tS;T L� o i'•• }• ..i-.y7�y'�t I —11 . 28'-8't AGL �3aUlflC:,x tr l�t� �fZ AOFROOF fit- 1 `-P•' } .0 — - ———— -_ K RR OCK LAC ---_-------_ B OP —_— __—_— •0'tAGI -- �... .r .S�•• .•j.t.a t^ `Ids �S�A!-. i�'.. X&OM7 INS -- CONSULTING INC, Project Info: PARTIAL - ENLARGED FRONT ELEVATION (LEFT SIDE) WALMARTL98223 L MED 4010 1 ARLINGT Drawing Title: PROPOSED PROPOSED VERIZON WIRELESS ANTE NA,RRU& naa WIRELESS ANTENNA,RRU& OVP BEHIND FRP SHROUD n a PROPOSED OVP BEHIND FRP SHROUD ELEVATIONS -" -- - - •v ` ---_ - - ProjrclNumtkr, Dltia - -= 05/23/16 ---- Duller. Designer RM RM OVERALL FRONT ELEVATION Project Manager: Professional of Reco(O AM RJ 2 A-5 22"x34"SCALE:3/32'=1'-0" ® FRONT ELEVATION 1 11N17"SCALE:3164"=T-0" 8' 4' 0" 8' DO NOT SCALE DRAWINGS,CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS OR OMISSIONS NO VARIATIONS OR MODIFICATIONS TO WORK SHOWN SHALL BE IMPLEMENTED WITHOUT PRIOR WRITTEN APPROVAL ALL PREVIOUS ISSUES OF THIS DRAWING ARE 2-1/2"0 GALVANIZED SCHEDULE as PROPOSED ANTENNA AND COAX SCHEDULE SUPERSEDED BY THE LATEST REVISION.ALL DRAWINGS AND PIPE x 95" NUMBER OF DIMENSIONS ELEC MECH NUMBER OF FEEDER FEEDER ADDITIONAL SPECIFICATIONS REMAIN THE PROPERTY OF ACO P1000 UNISTRUT ANCHORED ANTENNA AZIMUTH TIP HEIGHT ANTENNAS VENDOR MODEL DIM 1 OHM 2 DIM TILT TILT FEEDERS TYPE LENGTH EOUIPMEI4i CORPORATION TO WALL(TYP) NODE1 0° 26'-8" 1 AMPMTiNOL HTXCWW4513F000 241" 162" 73" 0' 1 HYBRID 650't MECHANICAL DOWN TILT KIT BY ANTENNA MANUFACTURER�- NODE 2 90° 26'-8" 1 AMPMENOL HTXCYNN4513F000 24 S' 16 T 7 3" 0• NODE3 180° 26'•8° 1 AMPHENOL HTXCWW4513F000 241" 167' 73" 0• 0• 1 HYBRID 325't ' NODE4 270' 26'-6' 1 A...... DL HTXCWW4513F000 241" 16.T 73" 0° 0' FEEDER LENGTHS ARE APPROX ANTENNA MOUNT BRACKETS '\ BY ANTENNA MANUFACTURER DIM 2 DIM 3 PANEL ANTENNA� - 2-1-"O GALVANIZED SCHEDULE 40 PIPE 96" - No Date Revision p A 03125/16 90%CD REVIEW SET ANTENNA MOUNT BRACKETS TOP VIEW BY ANTENNA MANUFACTURER B 04/07/16 100%CD REVIEW SET FRONT SIDE 0 05/12/16 REVISIONS PANELANTENNA 1 OS/19/16 REVISIONS 22"x34"SCALE:NOT TO SCALE PROPOSED ANTENNA MOUNTING DETAILS 3 11"x17"SCALE:NOT TO SCALE 2 OS/23/16 100%FINAL CD SET TOP MANUFACTURER:RAYCAP p MODEL:RHSDC-1064-PF-48 CNent 1• 0.5" - p HEIGHT 85" 7I�I OX - I WIDTH:10.5" CO ODDEPTH: DEPPTH::8J5",15" rtj x/ m WEIGHT:1 BB(WITH MOUNT) C ■ aimOLOR: GRAY v e r i z o n 1 8.15 e Implrtmenlation Team: NODE 2 AZ> 22N34"SCALE NOT TO SCALE 11N1"SCALE:NOTTOSCALE OVP (RAYCAP) SPECIFICATIONS 4 •• : F5 °' 9 '•}7 a :a"' q 90 MANUFACTURER:ERICSSON MODEL:RRUS 12 ® S ® G 'S V-�e 6" HEIGHT:V-B" �- PROPOSED VERIZON WIRELESS PANEL > WIDTH:V-7" _ z % '�' K ANTENNA(FYP OF 4-1 PER NODE) B LACK ROCK DEPTH:6" IS g WEIGHT:58 LBS ® K g ® }3 1{� COLOR:OFF-WHITE tr aD � �vk ® z x zi M e 8 EK Dow, EK' CONSULTING INC- }7 ED e 21 IR E' ® e �' 22x34"SCALE:NOT TO SCALE IK ® ® z Q m 9 11N17"SCALE:NOT TO SCALE RRU SPECIFICATIONS 3 �.. e �' 'D N Project lnl°: WALMART SMALL CELL 1 IK L: m N z E5 MEDALLION MANUFACTURER:CHARLES _ [K —® 19 z E Ei 4010 172nd ST NE MODEL:PM63922RF �,M! ®ICJ�'i� ®g�, ARLINGTON,WA 98223 HEIGHT:T-5" L �i WIDTH:2'-8" zI -_III K I DEPTH: Drawing Title: WEIGHT:500 LBS � COLOR:OFF-WHITE F-WHITE & � �b� � ® ® � � L� PROPOSED VERI© 'PRIOR TO ORDERING ANTENNA FYPROPER VOLTAGE ® F F CONFIGURATION . . . 2'-5" NODE 4°AL opz7o in B- PROPOSED VERIZON WIRELESS A N E L P10JOC1Number: DOW ANTENNA(TYP OF4-1 PER NODE) 05/2123116 N Drafter: Designer: RM RM • Projecl Managoc Professional of Record: AM RJ ROHsIon No Sheet No: PLAN VIEW ra ID,ONl PtV, SEVIEW NORTH 2 RF-1 22"x34"SCALE:NOT TO SCALE CHARLES CABINET SPECIFICATIONS 234SCALE NOT TO SC SCALE-NOT TO SCALE PROPOSED ANTENNA CONFIGURATION 1 11'x17'SCALE:NOT TO SCALE GENERAL ELECTRICAL NOTES LEGEND DO NOT SCALE DRAWINGS CONTRACTOR MODIFICATIONS TO ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS OR OMISSIONS NO VARIATIONS OR MODIFICATIONS TO WORK SHOWN SHALL BE IMPLEMENTED WITHOUT PRIOR WRITTEN APPROVAL ALL PREVIOUS ST RE3 OF TN IS DRAWING ARE SYMBOL DESCRIPTION SPECIFCATIONSREMAIN HE REVISION ALL DRAWINGS AND SPECIFICTIONS REMAIN THE PROPERTY OF ACOM 1.GENERAL 4.RACEWAYS AND BOXES CIRCUIT BREAKER CORPORATION EXAMINE THE SITE CONDITIONS VERY CAREFULLY AND THE SCOPE OF PROPOSED WORK TOGETHER ❑ NON-FUSIBLE DISCONNECT SWITCH WITH THE WORK OF ALL OTHER TRADES AND INCLUDE IN THE BID PRICE ALL COSTS FOR WORK 1. ALL CONDUIT SHALL BE UL LABELED. FUSIBLE DISCONNECT SWITCH SUCH AS EQUIPMENT AND WIRING MADE NECESSARY TO ACCOMMODATE THE ELECTRICAL SYSTEMS 2. ALL EMPTY CONDUITS INSTALLED FOR FUTURE USE SHALL HAVE A PULL CORD. m SURFACE MOUNTED PANEL BOARD SHOWN AND SYSTEMS OF OTHER TRADES. 3. SHEET METAL BOXES SHALL CONFORM TO NEMA OS1;CAST-METAL BOXES SHALL CONFORM TO TR TRANSFORMER SUBMITTAL OF BID INDICATES CONTRACTOR IS COGNIZANT OF ALL JOB SITE CONDITIONS AND WORK NEMA 81 AND SHALL BE SIZED IN ACCORDANCE WITH NEC UNLESS NOTED OTHERWISE ® KILOWATT HOUR METER TO BE PERFORMED UNDER THIS CONTRACT. DENOTES CABLE OR CONDUIT PERFORM DETAILED VERIFICATION OF WORK PRIOR TO ORDERING THE ELECTRICAL EQUIPMENT AND TURNING UP IN PLAN VIEW COMMENCING CONSTRUCTION.ISSUE A WRITTEN NOTICE TO THE CONSULTANT OF ANY DISCREPANCIES. 5.GROUNDING D DENOTES CABLE OR CONDUIT OBTAIN ALL PERMITS,PAY ASSOCIATED FEES AND SCHEDULE INSPECTION. TURNING DOWN IN PLAN VIEW 1. ALL LIGHTNING PROTECTION AND SAFTEY GROUNDING OF THE ELECTRICAL EQUIPMENT PROVIDE ALL LABOR,MATERIAL,EQUIPMENT,INSURANCE,AND SERVICES TO COMPLETE THIS PROJECT IN SHALL BE CARRIED OUT IN ACCORDANCE WITH THE CURRENT NFPA STANDARDS AND JB JUNCTION BOX ACCORDANCE WITH THE CONTRACT DOCUMENTS AND PRESENT IT AS FULLY OPERATIONAL TO THE SATISFACTION VERIZON WIRELESS STANDARDS PB PULL BOX TO NEC/TELCO STANDARDS OF THE OWNER. CARRY OUT WORK IN ACCORDANCE WITH ALL GOVERNING STATE,COUNTY AND LOCAL CODES AND O.S.H.A. 2. GROUND LUGS ARE SPECIFIED UNDER SECTION 3"CONDUCTORS AND CONNECTORS". _ OVERHEAD UTILITIES 3. ALL GROUND LUG AND COMPRESSION CONNECTIONS SHALL BE COATED WITH ANTI-OXIDANT AGENT, _—R--wr— UNDERGROUND TELCO PRIOR TO BEGINNING WORK COORDINATE ALL POWER AND TELCO WORK WITH THE LOCAL UTILITY COMPANY AS IT SUCH AS NO-OX,NOALOX,PENETROX OR KOPRSHIELD. No Date Revision MAY APPLY TO THIS SITE.ALL WORK TO COMPLY WITH THE RULES AND REGULATIONS OF THE UTILITIES INVOLVED. UNDERGROUND POWER 4. GROUND ALL EXPOSED METALLIC OBJECTS ON EQUIPMENT ROOM EXTERIOR. /''� DENOTES REFERENCE NOTE A 03/25/16 90%CD REVIEW SET FABRICATION AND INSTALLATION OF THE COMPLETE ELECTRICAL SYSTEM SHALL BE DONE IN A FIRST CLASS B 04107/16 100%CD REVIEW SET WORKMANSHIP PER NECA STANDARD 1-2000 BY QUALIFIED PERSONNEL EXPERIENCED IN SUCH WORK AND SHALL • EXOTHERMIC WELD CONNECTION SCHEDULE THE WORK IN AN ORDERLY MANNER SO AS NOT TO IMPEDE PROGRESS OF THE PROJECT. 5. PROVIDE LOCK WASHERS FOR ALL MECHANICAL CONNECTIONS FOR GROUND CONDUCTORS. USE STAINLESS STEEL HARDWARE THROUGHOUT. ■ MECHANICAL CONNECTION(eg LUG,C-TAP) o osn 2fle REVISIONS DURING PROGRESS OF THE WORK,MAINTAIN AN ACCURATE RECORD OF THE INSTALLATION OF THE ELECTRICAL 6. DO NOT INSTALL GROUND RING OUTSIDE OF LEASE AREA GROUND ROD 1 05/19/16 REVISIONS SYSTEMS,LOCATING EACH CIRCUIT PRECISELY AND DIMENSIONING EQUIPMENT,CONDUIT AND CABLE LOCATIONS. lF Q GROUND ROD WITH INSPECTION SLEEVES 2 0siz3ns 100%FINAL CD SET UPON COMPLETION OF THE INSTALLATION,TRANSFER ALL RECORD DATA TO BLACK LINE PRINTS OF THE ORIGINAL 7. REMOVE ALL PAINT AND CLEAN ALL DIRT FROM SURFACES REQUIRING GROUND CONNECTIONS, DRAWINGS AND SUBMIT THESE DRAWINGS AS RECORD DRAWINGS TO THE CONSULTANT. REPAINT TO MATCH AFTER CONNECTION IS MADE TO MAINTAIN CORROSION RESISTANCE. TF GROUND BAR g $( PIN AND SLEEVE RECEPTACLE COMPLETE JOB SHALL BE GUARANTEED FOR A PERIOD OF ONE(1)YEAR AFTER THE DATE OF JOB ACCEPTANCE B. ALL EXTERIOR GROUNDING CONDUCTORS INCLUDING EXTERIOR GROUND RING SHALL BE#2 AWG GROUND CONDUCTOR Client: BY OWNER.ANY WORK,MATERIAL,OR EQUIPMENT FOUND TO BE FAULTY DURING THAT PERIOD SHALL BE SOLID BARE TINNED COPPER UNLESS NOTED OTHERWISE.MAKE ALL GROUND CONNECTIONS AS CORRECTED AT ONCE UPON WRITTEN NOTIFICATION,AT THE EXPENSE OF THE CONTRACTOR, SHORT AND DIRECT AS POSSIBLE.AVOID SHARP BENDS.THE RADIUS OF ANY BEND SHALL NOT BE HP MOTOZ W/HORSEPOWER RATING LESS THAN 8"AND THE ANGLE OF ANY BEND SHALL NOT EXCEED 90".GROUNDING CONDUCTORS e n zo n� GENERAL CONTRACTOR IS RESPONSIBLE FOR REQUESTING CONNECTION OF COMMERCIAL POWER FROM THE `, SHALL BE ROUTED DOWNWARD TOWARD THE BURIED GROUND RING. Y POWER COMPANY.ELECTRICAL CONTRACTOR SHALL COORDINATE THIS WORK WITH THE GENERAL CONTRACTOR 9, BOND ALL EXTERIOR CONDUITS,PIPES AND CYLINDRICAL METALLIC OBJECTS WITH A PENN-UNION GT SERIES CLAMP,BLACKBURN GUV SERIES CLAMP OR A BURNDY GAR 3900BU SERIES CLAMP ONLY,NO COORDINATE EXACT TELEPHONE REQUIREMENTS AND SERVICE ROUTING WITH LOCAL TELEPHONE COMPANY. SUBSTITUTES ACCEPTED. APPLY FOR TELEPHONE SERVICE IMMEDIATELY UPON AWARD OF CONTRACT. 10. ALL GROUND CONNECTIONS SHALL BE APPROVED FOR THE METALS BEING CONNECTED. Implementation Team: 2.BASIC MATERIALS AND METHODS EXTERNAL GROUND CONNECTIONS 11. ALL TO EXTERIORGRODUNDRINGSHALLABETHE ARAL EALTYPE,EXC EXOTHERMIC RODS ABBREVIATIONS ALL ELECTRICAL WORK SHALL CONFORM TO THE EDITION OF THE NEC ACCEPTED BY THE LOCAL JURISDICTION WHICH ARE TEE EXOTHERMIC WELDS,REPAIR ALL GALVANIZED SURFACES THAT HAVE BEEN AND TO THE APPLICABLE LOCAL CODES AND REGULATIONS. • DAMAGED BY EXOTHERMIC WELDING.USE SPRAY GALVANIZER SUCH AS HOLUB LECTROSOL#15-501. AFG ABOVE FINISHED GRADE ALL MATERIALS AND EQUIPMENT SHALL BE NEW.MATERIALS AND EQUIPMENT SHALL BE THE STANDARD AIC AMPERE INTERRUPTING CAPACITY PRODUCTS OF MANUFACTURER'S CURRENT DESIGN.ANY FIRST-CLASS PRODUCT MADE BY A REPUTABLE 12. CONTRACTOR SHALL NOTIFY THE CONSTRUCTION MANAGER WHEN THE BURIED GROUND RING IS BFG BELOW FINISHED GRADE BLACK ROCK MANUFACTURER MAY BE USED PROVIDING IT CONFORMS TO THE CONTRACT REQUIREMENTS AND MEETS THE INSTALLED SO THE REPRESENTATIVE CAN INSPECT THE GROUND RING BEFORE IT IS BACKFILLED C CONDUIT APPROVAL OF THE CONSULTANT AND THE OWNER. WITH SOIL. CRGB CELL REFERENCE GROUND BAR ARRANGE CONDUIT,WIRING,EQUIPMENT,AND OTHER WORK GENERALLY AS SHOWN,PROVIDING PROPER 13. FOR METAL FENCE POST GROUNDING,USE A HEAVY DUTY TYPE GROUNDING CLAMP OR CU COPPER CLEARANCES AND ACCESS.CAREFULLY EXAMINE ALL CONTRACT DRAWINGS AND FIT THE WORK IN EACH EXOTHERMIC WELD CONNECTION TO POST.GROUND ALL FENCE POSTS WITHIN 6'OF EQUIPMENT. A&ETeam: LOCATION WITHOUT SUBSTANTIAL ALTERATION.WHERE DEPARTURES ARE PROPOSED BECAUSE OF FIELD C/W COMPLETE WITH CONDITIONS OR OTHER CAUSES,PREPARE AND SUBMIT DETAILED DRAWINGS FOR ACCEPTANCE. D.T.T. DRY TYPE TRANSFORMER (�(•)� THE CONTRACT DRAWINGS ARE GENERALLY DIAGRAMMATIC AND ALL OFFSETS,BENDS,FITTINGS AND 14. WHERE MECHANICAL CONNECTORS(TWO-HOLE OR CLAMP)ARE USED,APPLY A LIBERAL EC EMPTY CONDUIT PROTECTIVE COATING OF AN ANTI-OXIDE COMPOUND SUCH AS NO-OX,NOALOX,PENETROX OR ACCESSORIES ARE NOT NECESSARILY SHOWN.PROVIDE ALL SUCH ITEMS AS MAY BE REQUIRED TO FIT THE WORK KOPRSHIELD ON ALL CONNECTORS. G GROUND TO THE CONDITIONS. GE GROUNDING ELECTRODE CONSULTING INC. MAINTAIN ALL CLEARANCES AS REQUIRED BY NEC. GEC GROUNDING ELECTRODE CONDUCTOR SEAL AROUND CONDUITS AND AROUND CONDUCTORS WITHIN CONDUITS ENTERING THE BUILDING WHERE 6.OVERCURRENT&SHORT-CIRCUIT/GND FAULT PROTECTION(IF APPLICABLE) GRC GALVANIZED RIGID CONDUIT PENETRATION OCCURS WITH A SILICONE SEALANT TO PREVENT MOISTURE PENETRATION INTO 1. CONTRACTOR SHALL RECORD LOAD READINGS WHEN SITE POWER ORIGINATES FROM A 30 SERVICE MTS MANUAL TRANSFER SWITCH Project Info: BUILDING/SHELTER. TO MONITOR&ASSURE A BALANCED LOAD AT THE PRIMARY SUPPLY.RECORDS SHALL BE PROVIDED NEC NATIONAL ELECTRICAL CODE SILICONE SEAL AROUND ALL BOLTS AND SCREWS USED TO SECURE EQUIPMENT TO EXTERIOR OF BUILDING. TO THE SITE/FACILITY OWNER.CONTRACTOR SHALL CONSULT MANUFACTURER'S PLANS,SHOP O/H OVERHEAD WALMART SMALL CELL DRAWINGS AND SPECS FOR INDOOR/OUTDOOR EQUIPMENT LOCATION&INSTALLATION.ELECTRIC MEDALLION SERVICE SHALL BE IN COMPLIANCE WITH ALL RULES&REGULATIONS OF THE UTILITY CO.ELECT, RNC RIGID NON-METALLIC CONDUIT(SCHEDULE 80 PVC) 4010172nd ST NE CONTRACTOR SHALL PROVIDE EQUIPMENT WITH HIGHER SHORT-CIRCUIT FAULT CURRENT RATINGS SD SERVICE DISCONNECT SWITCH ARLINGTON,WA 98223 3.CONDUCTORS AND CONNECTORS (IIA.I.C.)AS REQUIRED TO MATCH&EXCEED UTILITY CO.AVAILABLE SYMMETRICAL&ASYMMETRICAL SE SERVICE ENTRANCE FAULT CURRENT LEVELS.FUSES IN SERVICE SWITCHES SHALL BE CLASS"RK1",CURRENT LIMITING UNLESS NOTED OTHERWISE,ALL CONDUCTORS SHALL BE COPPER,MINIMUM SIZE#12 AWG,WITH TYPE,200 kA.I.C„NON-TIME DELAY,DISCONNECT SWITCHES TO HAVE REJECTION CLIPS,UNLESS SN SOLID NEUTRAL Drawing Title: THERMOPLASTIC INSULATION CONFORMING TO NEMA WC5 OR CROSS-LINKED POLYETHYLENE INSULATION INDICATED OTHERWISE.ELECTRICAL EQUIPMENTS&PROTECTIONS SHALL BE STANDARD kAIC TGB TELCO GROUND BAR GENERAL CONFORMING TO NEMA WC7.(TYPES THHN OR THNM-2).INSULATION SHALL BE RATED FOR 90°C CONDUCTORS RATED HIGHER THAN INCOMING EQUIPMENT AND/OR UTILITY CO.kAIC RATE AND CONSIDERING SHALL BE COLOR CODED IN ACCORDANCE WITH NEC. ELECTRIC MOTORS FAULT CONTRIBUTION.CONTRACTOR SHALL NOT BEGIN CONSTRUCTION UNTIL TEGB TOWER EXIT GROUND BAR ELECTRICAL ALL CONDUCTORS USED FOR GROUNDING SHALL BE COPPER AND SHALL HAVE GREEN INSULATION EXCEPT THIS MANDATORY REQUIREMENT IS MET-IF NEW LOAD IS ADDED CONTRACTOR SHALL VERIFY& TR TRANSFORMER WHERE NOTED. CONFIRM BEFORE CONSTRUCTION THAT TOTAL UTILITY SERVICE LOAD SHALL KEEP EQUALTO(125%MAX.DEMAND+NEW LOAD)<80%SERVICE ENTRANCE CONDUCTORS/MAIN OVER CURRENT TVSS TRANSIENT VOLTAGE SURGE SUPPRESSOR NOTES FOR COPPER CONDUCTORS#6 AWG AND SMALLER USE 3M SCOTCH-LOK OR T&B STA-KON COMPRESSION TYPE PROTECTION CAPACITY,WHICHEVER RATING IS LOWER.LIGHTING SHALL MEET NEC,IESNA AND/OR TYP TYPICAL CONNECTORS WITH INTEGRAL OR SEPARATE INSULATION CAPS.FOR COPPER CONDUCTORS LARGER THAN#6 FAA STANDARDS IF APPLICABLE.PHOTOMETRIC LEVELS SHALL COMPLY WITH LOCAL,STATE& Wp WEATHERPROOF-NEMA 3R AWG USE SOLDERLESS,IDENT HEX SCREW OR BOLT TYPE PRESSURE CONNECTORS OR DOUBLE COMPRESSION FEDERAL RULES.ALL ELECTRICAL EQUIPMENT SHALL BE INSTALLED IN ACCESSIBLE AREAS ONLY. Project Number Data. C-CLAMP CONNECTORS,UNLESS SPECIFIED OTHERWISE ON DRAWINGS. THE ELECTRICAL INSTALLATION SHALL MEET ALL STANDARD REQUIREMENTS OF POWER AND TELE- PHONE UTILITY COMPANIES. PPC POWER PROTECTION SHELTER Draper. Designer: UNLESS NOTED OTHERWISE ALL LUGS SHALL BE TIN PLATED COPPER,TWO-HOLE,LONG BARREL, RM RM r COMPRESSION TYPE. Projea Manager. Professional of Record: RJ CONDUCTOR LENGTHS SHALL BE CONTINUOUS FROM TERMINATION TO TERMINATION WITHOUT SPLICES. SPLICES AM Sheet ARE NOT ACCEPTABLE.IF SPLICES ARE UNAVOIDABLE PRIOR APPROVAL FROM THE ENGINEER MUST BE Revision No: Sheet No: OBTAINED. 2 E-0 DO NOT SCALE DRAWINGS CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS OR OMISSIONS NO VARIATIONS OR MODIFICATIONS TO WORK SHOWN SHALL BE IMPLEMENTED WITHOUT PRIOR WRITTEN APPNOVAl ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION.ALL DRAWINGS AND SPECIFICATIONS REMAIN THE PROPERTY OF ACOM CORPORATION ' 1 1 Rt-t A I I © � J No. Dale Revision VERIZON WIRELESS CONDUITS A 03/25/16 90%CD REVIEW SET U n —P5 MOUNTED ON SLEEPERS: P" (2)2"EMT CONDUIT FOR ANTENNAS E oaronls 100%CD REVIEW SET 0 05/12/16 REVISIONS 1 OS/19/16 REVISIONS 2 OS/23/16 100%FINAL CD SET 3 �p I o L ooj PROPOSED VERIZON WIRELESS — e L EQUIPMENT CABINET AND LOAD ve ri zo n CENTER MOUNTED ON PAD ro L._J Implementation Team: I EXISTING ELECTRICAL ROOM AND MPOP I BLACK ROCK I J -\nr� AdE Team: A-2 X&&n7 VERIZON WIRELESS CONDUITS r MOUNTED ON SLEEPERS: CONSULTING I N C (2)2"EMT CONDUIT FOR ANTENNAS ICI _ P-p,el Info; WALMART SMALL CELL MEDALLION 4010 172nd ST NE ARLINGTON,WA 96223 © DI f 1 Drawing Title: PROPOSED ELECTRICAL I SITE PLAN IPro1Dd Nuns- Date: 05/23/16 Drafter: Designer RM RM Project Manager PrOosslonal of Record; 1 AM RJ RFI A4 Recision No; Sheet No: r 2 E-1 22"x34"SCALE 1/32"=1'-0" PROPOSED ELECTRICAL SITE PLAN 1 11"x17"SCALE:1/64"=T-0" 32' 24' 16. 6' 0" 32' 00 NOT SCALE ORAYMG.$CONINAC/WI MUST VERNV OWERAWO AND A&ME CONSVi TANTS Of ANY EMOAL OMISSIONS.NO YAIWTIONS OR M001MATIOII{TONORAT SHOWN SHALL SE IMPLEMENTED WITHODT PRIOR WRITTEN APPSOVAL,ALL PMV W/S N,SYE{OFTHIS DRAWINGARE {OP[RSED[D OY 7ME tATUi IIEVISpN ME OSAINNOS"Jo SPECIFICATIONS REMAIN THE PROPERTY OF ACOM CORPORATION ERICSSON ERICSSON CABINET MOUNTED RADIOS ' RRU RRU 0.2273 DIA MAX- DC POWER CORD QTY(2) 12"TO 24" RF DISCONNECT SWITCH — — #10 2 SCOW,00.453"-0.606" WITH SAFETY LOCKOUT ANTENNA CABLE MOUNTED TO SIDE OF LOAD _ CENTER + I�PAD MOUNTED CHARLES CABINET WEATHERPROOFING KIT(SEE NOTE 3 CABLE GROUND KIT- 3W DUPLEX RECEPTACLE 15A,RESI125V.STANT 2P, 3W NEMA 5-15R WEATHER RESISTANT TYPE WITH WEATHERPROOF WHILE-IN #6 AWG STRANDED CU WIRE WITH 6WV. USE COVER THWN INSULATION(GROUNDED TO 7 GROUND BAR-SEE NOTE 1&2) 3/4"LIQUID TIGHT FLEXIBLE METAL CONDUIT 5#10&2#10 GIRD CU THHWTHWN 1'.CONDUIT SCH 40 3#6 CU THHN/THWN TO WALMART CABINET MOUNTED SERVICE DUTY LOAD CENTER 100A,FIXED No Date Revision PROVIDED SERVICE MAINS,2P,1201240V CIRCUIT BREAKERS WITH NEUTRAL& DISCONNECT —GROUND BUS NEMA 3R ENCLOSURE A 03/25/16 90%CD REVIEW SET a B 04/07/16 100%CD REVIEW SET NOTES: 1 DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS 0 05/12/16 REVISIONS DIRECT GROUND WIRE DOWN TO GROUND BAR 2.GROUNDING KIT TO BE TYPE AND PART NUMBER AS SUPPLIED OR 1 05/19/16 REVISIONS RECOMMENDED BY CABLE MANUFACTURER 3,WEATHER PROOFING SHALL BE(TYPE AND PART NUMBER AS 3/4"LIQUID TIGHT FLEXIBLE METAL CONDUIT 3#4 CU 2 05/23/16 100%FINAL CD SET SUPPLIED OR RECOMMENDED BY CABLE MANUFACTURER THHN/THQN 3 - 02 AWG CU GROUND WIRE CGun! IN GRADE BRONZE GROUNDCLAMP v e r i z o n v/ 5/8"DIA.X 8FT COPPER CLAD - STEEL GROUND ROD 22"04"SCALE:NOT TO SCALE CONN OF GIRD KIT TO ANTENNA CABLE 4 22x34"SCALE:NOT TO SCALE ONE-LINE POWER DIAGRAM 3 Implementation Team: 1 INIT'SCALE:NOT TO SCALE 11"xl7"SCALE:NOT TO SCALE i ANTENNA(S) 1 _ L --TAP#4 GROUND DIRECTLY TO ANTENNA BLACK ROCK COAXIAL GROUND KITS NOTE:CONTRACTOR TO USE KOPR-SHIELD,PENETROX TYPE 6"LONG GROUND BAR MAY BE INSTALLED IF 2 •E"AT THESE CONNECTIONS u OR MORE ANTENNAS ARE UTILIZED ''.F Team: RADIOS IN MAIN CABINET ;A AWG STR TO#2 AWG STIR COMPRESSION Aftn,_7 r � CONNECTOR L ; HEAT SHRINK ALL OUTSIDE- -NEWCOAXIAL GROUND KITS W/LONG l 3 82 AWG CU.MAIN GROUND LEAD MOUNTED LUG CONNECTIONS BARREL COMPRESSION LUGS(DOUBLE e i DIRECTLY TO POLE W/C CLIPS EVERY 2'-0" LUGS)TO BE INSTALLED BY ANTENNA CONSULTING INC. L — CONTRACTOR WITH HEAT SHRINK ; NEW 4"x 24"x 1/4"lhk COPPER GROUND VERIFY EXACT LOCAR ATION ONAND MANAGER TO oa Into: TO GROUND KIT NSTALLATIONINFIELD PrOWALMART SMALL CELL III O o MEDALLION 4010172nd ST NE LOAD CENTER""�\� IIIL iR I 00 O 0 00to. 0 0 0 o 000 00 AI INGTON,WA 98223 n O O O O O O 00 O 000 O o j O O O . 0 0 O 00 0 0000 O O O O 0 00 O 0 0 0 0 0 0 0 o Drawing Tille: ELECTRICAL & #4/0 CUU LEAD T TOO A TYPE D GROUNDING #4 AWG CU.GROUND LEADS e a I GROUND LOOP DIRECTLY TO MAIN GROUND BAR \ e\ c 24„ DETAILS c\ cc\ I VERIFY IN FIELD r. ProjectNwnW Data; CONNECTTO SCL VERTICAL GROUND,IF NOTES: O5M2 me GROUND IS NOT PRESENT PLACE NEW 1 ALL HARDWARE 8-88 STAINLESS STEEL INCLUDING BELLVILLES Drafter: Designer: 02 AWG CU.GROUND WIRE COAT MATING SURFACES WITH KOPR-SHIELD BEFORE ATTACHMENT 2,FOR GROUND BOND TO STEEL ONLY:INSERT A TOOTH WASHER RIM RM BETWEEN LUG AND STEEL,COAT ALL SURFACES WITH KOPR-SHIELD Project Manager: Professional of Record: 5/8"X 8'LONG COPPER CLAD STEEL 3.ALL HOLES ARE COUNTERSUNK 1116" AM RJ GROUND ROD 4,ALL LUGS ARE DOUBLE HOLED 5.HEAT SHRINK ALL OUTSIDE LUG CONNECTIONS Revision No: Sheet No: 2 E-2 ,34"SCALE:NOT TO SC ALE GROUNDING SCHEMATIC 2 22k34"SCALE:NOT TO SCALE MASTER GROUND BAR DETAIL 1 11'k17"SCALE:NOT TO SCALE 'x17"SCALE:NOT TO SCALE CITY OF ARLINGTON 238 N. OLYMPIC AVE -ARLINGTON, WA. 98223 PHONE; (360)403-3551 BUILDING PERMIT Address:4010 172nd St NE Permit#:1179 Parcel#:00930300000301 Valuation:30000.00 OWNER APPLICANT CONTRACTOR Name:WAL-MART STORES INC Name:Black Rock Consulting Name:Ridgetop Wireless Solutions,Inc Address:PO BOX 8050 M/S 0555 Address:PO Box 1744 Address:35232 Ede Rd City,State Zip:BENTONVILLE,AR 72712-8050 City,State Zip:Tualatin,OR 97062 City,State Zip:Lebanon,OR 97355 Phone: Phone:503-380-1564 Phone: MECHANICAL CONTRACTOR PLUMBING CONTRACTOR Name: Name: Address: Address: City,State,Zip: City,State,Zip: Phone: Phone: LIC#: EXP: LIC#: EXP: JOB DESCRIPTION PERMIT TYPE: Commercial Alteration CODE YEAR: 2015 STORIES: I CONST.TYPE: DWELLING UNITS: 0 OCC GROUP: BUILDINGS: I OCC LOAD: PERMIT APPROVAL 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. 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. IBC 110/IRC 110. SALES TAX NOTICE:Sales tax relating to construction and construction materials in the City of Arlington must be reported on your sales tax return form and coded Ci rain to 13101. Signature Print Name Date Released By to CONDITIONS Adhere to approved plans. THIS PERMIT AUTHORIZS 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. PERMIT FEES Date Description Fee Amount 2/28/2018 Building Permit Fee $612.59 2/28/2018 Building Plan Review Fee $398.18 2/28/2018 State Building Code Surcharge Fee $4.50 Total Due: $1,015.27 Total Payment: $0.00 Balance Due: $1,015.27 CALL FOR INSPECTIONS BUILDING(360)403-3417 When calling for an inspection please leave the following information: Permit Number,Type of Inspection being requested,and whether you prefer morning or afternoon . � i 2/28/2018 RIDGETOP WIRELESS SOLUTINS INC �uir;e� >pxrin� ori. Barch L&I \-Z lrrlc:; U°I�i Ah Lkil SaPPty�&Health Clarrris,x Workplace Rights Trade&LiceinSMn ANk Washington State Department of " Labor & Industries RIDGETOP WIRELESS SOLUTINS INC Owner or tradesperson 35232 EDE RD WHALEY,BRADEN TYRONE LEBANON,OR 97355 Principals 541-981-2855 WHALEY,BRADEN TYRONE,PRESIDENT THORP,JOSIAH JAMES,SECRETARY WASHINGTON REGISTERED AGNT LLC,AGENT Doing business as RIDGETOP WIRELESS SOLUTINS INC WA UBI No. Business type 603 368 172 Corporation Governing persons JOSIAH THORP License Verify the contractor's active registration/license/certification(depending on trade)and any past violations. Construction Contractor Active. Meets current requirements. License specialties GENERAL License no. RIDGEWS864CL Effective—expiration 02/13/2014—02/13/2020 Bond Wesco Insurance Co $12,000.00 Bond account no. 46WBO40837 Received by L&I Effective date 02/13/2014 01/17/2014 Expiration date Until Canceled Insurance MESA UNDERWRITERS SPECIALTY IN $1,000.000.00 Policy no. MP0046003006897 Received by L&I Effective date 06/14/2017 06/08/2017 Expiration date 06/08/2018 Help »s, ij V1P'r)V4;, hftps://secure.ini.wa.gov/verify/Detail.aspx?UBI=603368172&LIC=RIDGEWS864CL&SAW= 1/2 2/28/2018 RIDGETOP WIRELESS SOLUTINS INC Insurance history Savings- No' �savings accounts during the previous 6 year period. Lawsuits against the bond or savings No lawsuits against the bond or savings accounts during the previous 6 year period. L&I Tax debts No L&I tax debts are recorded for this contractor license during the previous 6 year period,but some debts may be recorded by other agencies. License Violations No license violations during the previous 6 year period. Workers' comp No active workers'comp accounts during the previous 6 year period. Public Works Strikes and Debarments Verify the contractor is eligible to perform work on public works projects. Contractor Strikes No strikes have been issued against this contractor. Contractors not allowed to bid _...... ......_............1...1 No debarments have been issued against this contractor. Workplace safety and health No inspections during the previous 6 year period. ©Washington Slate Dept.of Labor&Industries.Use of this site is subject to the laws of the state of Washington. Help us improve https:Hsecure.Ini.wa.gov/verify/Detail.aspx?UBI=603368172&LIC=RIDGEWS864CL&SAW= 2/2 rcz- -1Gq�pz. s`? 2-7 Permit Information Date 10/18/2016 Permit Number 1179 Project Name Wal-mart/Verizon Applicant Name Black Rock Consulting Applicant Address PO Box 1744 City, State,Zip Tualatin,OR 97062 Contact Sophia Mekkers Phone 503-380-1564 Email sophia@blk-rock.com Permit Type Commercial Alteration Site Address 4010 172nd St NE Valuation 30000.00 Status Applied Permit Issued Permit Expires Square Feet 0 Type of Construction/Occupancy Load Number of Stories 0 Proposed Use Install cell antennas on sides of building and equipment cabinets on west side of store Assigned To Kristin Foster Property Information Owner Information Parcel#:00930300000301 WAL-MART STORES INC WAL-MART STORES INC PO BOX 8050 M/S 0555 4010 172nd Street NE BENTONVILLE,AR 72712-8050 Review Date Type Description I Target Date Completed Date I Assigned To T Status 10/18/2016 1commercial Other 10/25/2016 JlKevin Olander Illn Review Notes Date Note 10/18/2016 Contractor TBD. KF Uploaded Files Upload File Date File Uploaded B 10/18/2016 2:44:29 PM 1179 Plans.odf Foster,Kristin 10/18/2016 2:44:29 PM 1179 Calcs.pdf Foster,Kristin 1 0/1 81201 6 2:30:23 PM 179 Application.pdf Foster,Kristin �( COMMERCIAL APPLICATION PERMIT SUBMITTAL Department of Community & Economic Development City of Arlington • 18204 59th Ave NE •Arlington, WA 98223 • Phone(360)403-3551 The following minimum information is required for your Comn7ercial/Multi-Family Building Permit Application. Mark each box to designate that the information has been provided. Please submit this checklist as part of your submittal documents. Incomplete applications will delay the review. One(1) City of Arlington Commercial/Multi-Family Permit Application r� (One(1) permit application per building or structure is required) u One(1) City of Arlington Commercial/Multi-Family Submittal Requirements Form Two (2) Architectural Drawings Two (2) Structural Drawings Two(2) Structural Calculations ❑ One(1) Project Specification Manuals (if applicable) ❑ One(1) NREC Code Compliance Forms K`R One(1) Special Inspection Requirements Forms One (1) Occupant's Statement of Intended Use Form Drawings shall be BOUND SEPARATELY BY TYPE, architectural, structural and landscape, and then ROLLED TOGETHER IN COMPLETE SETS> An intake appointment is required for all new Commercial or Multi-Family Building Permit Applications. To schedule an appointment please contact the City of Arlington Permit Center at(360)403 3551 or by email to ced cr.arlingtonwa cloy. I acknowledge that all items designated above are included as part of this application. REV 2015 Page 1 of 9 COMMERCIAL APPLICATION � s PERMIT SUBMITTAL Department of Community& Economic Development City of Arlington • 18204 59th Ave NE •Arlington, WA 98223 • Phone(360)403-3551 A. FEES DUE AT TIME OF PERMIT ISSUANCE B. CODES The City of Arlington currently enforces the following: International Codes 1. 2015 International Building Code(IBC) 2. 2015 International Residential Code(IRC) 3. 20,15 International Mechanical Code(IMC) 4. 2015 International Fuel Gas Code(IFGC) 5. 2015 International Fire Code(IFC) 6. 2015 International Plumbing Code(IPC) 7. 2015 International Property Maintenance Code (IPMC) S. 2015 International Existing Property Code(IEBC) 9. 2015 Washington State Energy Code(WESC) 10. 2009 Accessible&Usable Buildings and Facilities(ICC/ANSI 1417-1) Washington State Amendments 1. WAC 51-50 Washington State Building Code 2. WAC 51-51 Washington State Residential Code 3. WAC 51-52 Washington State Mechanical Code 4. WAC 51-54 Washington State Fire Code 5. WAC 51-56&51-57 Washington State Plumbing Code and Standards 6. WAC 51-11 Washington State Energy Code 7. WAC 296-46B Electrical Safety Standards,Administration, and Installation C. CITY OF ARLINGTON DESIGN REQUIREMENTS Design Wind Speed: 85 miles per hour(Exposure C) Ground Snow Load: 25 pounds per square foot Seismic Zone: D2 Rainfall: 2 inches per hour for roof drainage design- Frost Line Depth: 12 inches Soil Bearing Capacity: 1,500 psf unless a Geo-Technical Report is provided. (IBC Table 1804.2& IRC R401.4.1) D. PLANS AND DRAWINGS Submit two(2)complete sets of drawings and plans. Drawings and plans must be submitted on minimum 18"X 24", or maximum 30"X 42"paper.All sheets are to be the same size and sequentially labeled. Plans are required to be clearly legible,with scaled dimensions, in indelible ink, blue line, or other professional media. Plans will not be accepted that are marked preliminary or not for construction,that have red lines, cut and paste details or those that have been altered after the design professional has signed the plans- Please Note:A separate submittal of plans is required for each building or structure. REV 2015 Page 2 of 9 COMMERCIAL APPLICATION PERMIT SUBMITTAL Department of Community& Economic Development City of Arlington • 18204 59th Ave NE •Arlington, WA 98223 • Phone (360)403-3551 DETAILED SUBMITTAL REQUIREMENTS Mark each box to designate that the information has been provided. Please submit this checklist as part of your submittal documents A. E� SITE PLAN —,REQUIRED WITH ALL SUBMITTALS (May be included as part of the Architectural Drawing cover Sheet) 1 Drawing shall be prepared at scale not to exceed 1" =20 feet. 2. Show building outline and all exterior improvements. 3 Provide property legal description and show property lines. 4. Provide dimensions from the property lines to a minimum of two building corners (or two identifiable locations for irregular plan shapes). 5. Show building setbacks, easements and street access locations. 6. Indicate North direction. 7. Indicate finish floor elevation for the first level. 8. Provide topographical map of the existing grades and the proposed finished grades with maximum five feet elevation contour lines. 9. Show the location of all existing underground utilities, including water, sewer,gas and electrical. 10. Flood hazard areas,floodways, and design flood elevations as applicable. B. ARCHITECTURAL DRAWINGS 1 ❑ Cover Sheet a) Building Information 1. Specify model code information 2. Construction Type. 3. Number of stories and total height in feet 4. Building square footage(per floor and total) 5. IBC Occupancy Type(show all types by floor and total) 6. Mixed-use ratio(if applicable) 7. Occupant load calculation (show by occupancy type and total) 8. List work to be performed under this permit b) Design Team Information 1. Design Professional in Responsible Charge 2. Architects 3. Structural Engineers 4. Owner 5. Developer 6_ Any other Design Team Members 2- ❑ Floor Plan a) Plan view 1/8"minimum scale. Details a minimum %-inch scale. b) Plans must show the entire tenant space. c) Specify the use of each room/area. d) Provide an occupant toad calculation on the floor plan. (on every floor, in all rooms and spaces) e) Show ALL exits on the plans; include new, existing or eliminated. f) Show Barrier-Free information on the drawings. g) Show the location of all permanent rooms,walls and shafts. h) Note the uses in the adjacent tenant spaces, if applicable. i) Provide a door and door hardware schedule. REV 2015 Page 3 of 9 I: e COMMERCIAL APPLICATION PERMIT SUBMITTAL Department of Community& Economic Development City of Arlington • 18204 59th Ave NE •Arlington, WA 98223 • Phone(360) 403-3551 j) Show the location of all new walls, doors,windows, etc. k) Provide details and assembly numbers for any fire resistive assemblies. 1) Indicate on the plans all rated walls, doors,windows and penetrations. m) Provide a legend that distinguishes existing walls,walls to be removed and new walls. 3. ❑ Reflected Ceiling Plan a) Plan view 1/8"minimum scale. Details a minimum %-inch scale. b) Provide ceiling construction details. c) Provide suspended ceiling details complying with IBC 803.9.1.1. Show seismic bracing details. d) Show the location of all emergency lighting and exit signage. e) Detail the seismic bracing of the fixtures. f) Include a lighting fixture schedule. 4. ❑ Framing Plan a) Specify the size, spacing, span and wood species or metal gage for all stud walls. b) Indicate all wall, beam and floor connections. c) Detail the seismic bracing for all walls. d) Include a stair section showing rise, run, landings, Ireddrourn, handrail and guardrail dimensions. 5. ❑ Storage Racks(if applicable) a) Structural calculations are required for seismic bracing of storage racks eight feet or greater in height. b) Eight feet or less,show a positive connection to floor or walls. NOTE: High pile storage shall meet the requirements of current International Building and Fire Codes. C. ❑ SPECIAL INSPECTION 1. Where special inspection is required by IBC 1704,the registered design professional in responsible charge shall prepare a special inspection program that will be submitted to the City of Arlington and approved prior to issuance of the building permit to comply with IBC 106.1. D. ❑ WASHINGTON STATE ENERGY CODE N I R 1. One(1)completed Washington State Non-Residential Energy Code Envelope Summary forms. E. OCCUPANT'S STATEMENT OF INTENDED USE 1. The Occupant's Statement of Intended Use form shall be completely filled out and may require the submittal of a Hazardous Materials inventory Statement(HMIS). Contact the Arlington REV 2015 Page 4 of 9 } COMMERCIAL APPLICATION PERMIT SUBMITTAL Department of Community & Economic Development City of Arlington • 18204 59th Ave NE •Arlington, WA 98223 • Phone (360)403-3551 The building permit does not include any mechanical, electrical, plumbing or fire sprinkler/alarm work. These permits are issued separately. Mechanical, electrical, plumbing, or fire sprinkler/alarm permits require a separate permit application and may also require separate plan review. Please note that any tenant improvement work in a space that involves food handling or preparation requires Snohomish County Health District approval before the permit can be issued. You must provide the Permit Center a copy of the approval letter or the approved plans. Contact the Snohomish County Health District at(425) 339-5250 with any questions or for more information. An intake appointment is required for all large Tenant Improvement Building Permit Applications. To determine if your project requires an intake appointment, to schedule an appointment or to ensure that you have the most current information, please contact the City of Arlington Permit Center at(360) 403-3551 or by email to ced@arlingtonwa.gov. Incomplete applications will not be accepted. I acknowledge that all items designated as submittal requirements must accompany my Building Permit Application to be considered a complete submittal. REV 2015 Page 5 of 9 6 vy- '� COMMERCIAL APPLICATION PERMIT SUBMITTAL Department of Community& Economic Development City of Arlington • 18204 59th Ave NE •Arlington, WA 98223 • Phone(360)403-3551 THIS APPLICATION TO BE USED FOR NEW COMMERCIAL STRUCTURES AND RESIDENTIAL DWELLINGS NOT REGULATED UNDER THE IRC. THIS APPLICATION MUST BE ACCOMPANIED BY A COMMERCIAL APPLICATION SUBMITTAL CHECKLIST AND AN OCCUPANT'S STATEMENT OF INTENDED/USSE. f I /� ��( j Name of Project:i m.cut � ` ` I y n_ ' _` �(f Valuation.- Project 1"' Address: 4010 1 - � t. N E � Fn .W A q g 22 Parcel ID#: �� �4 A AMA I Legal Description y t I a h fcA e Owner: a I +csto r`(-5 , ny - Phone Number: Address: l ( City((�njon\(I 115 State: �i _, Zip Code: Tf4-I LP -5525 Engineer:ta u I 1 `o nd Jacob60r) Phone Number: 4-Z- 20q - U--23 Cell Phone: r— l E-mai `-� �„ /� �^ Address: �,1� E ,�1�U� City:_ OrRl r State: _� Zip Code: "t�LV2 General Contractor:--f-BD b w bick-) Phone Number: Cell Phone: E-mail: Address: _ _ City: State: Zip Code- Contractor's License Number: Expiration: Contact Person: h i a m eaffrs Phone Number: 603 -3 to - t6o+ Cell Phone:6 SO- 1 E-mail:(�,, L) I a @ b l IL- 60011L. COM Address: P• 1-+ City]LA l n State: OP-1 Zip Code: a-4OlP Proposed Scope of Work: I"`o LA `t (5m aI L c( i l an-r n I a5 +a o Lj-5�� t)U_i tc�i f aaad(5. Rd p�cL m o ter)� e%�l.pr nEn f C29.bIn cY a_�- 8ra,�in - REV 2015 Page 6 of 9 4 w COMMERCIAL, APPLICATION PERMIT SUBMITTAL Department of Community & Economic Development City of Arlington • 18204 59th Ave CIE •Arlington, WA 98223 • Phone (360)403-3551 Project Name/Tenant " V V Cd a L)-A on �( — �{ � �- Site Address 0 10 G -- (St- N E Bldg/Unit/Suite IBC Construction Type V—B IBC Occupancy Type Description of Use i e Iccom ran l-An i ca-fal)5 Building Square Footage «n K-now n Number of Stories_ Square Footage Per Floor can � nOVVYI Will there be any installation, modification or removal of the following? (Check all that apply) ❑ Automatic fire extinguishing systems I\ 0 ❑ compressed gas systems lJ V ❑ Fire alarm and detection systems ❑ Fire pumps ❑ Flammable and combustible liquids(tanks, piping etc...) ❑ Hazardous materials ❑ High piled/rack storage ❑ Industrial ovens/furnace ❑ Private fire hydrants ❑ Spraying or dipping operations ❑ Standpipe systems ❑ Temporary membrane structure, tents(>200sq ft)or canopies(>400 sq ft) Provide details on any of the above checked items Installation, changes, modifications or removal of any of the above may require additional submittals, information, or permits during the plan review or construction process. Statement of Special Inspection REV 2015 Page 7 of 9 i COMMERCIAL APPLICATION PERMIT SUBMITTAL Department of Community & Economic Development City of Arlington • 18204 59th.Ave NF •Arlington, WA 98223 • Phone (360) 403-3551 Name of Project: `-(�a ��► I �� a Project Address: 40 1 O `L ( N — -- - — Special Inspection Firm: _ '� (r neeGf en, Address: — Contact Person: _- _ _ _ Phone: �+ Email: Special Inspection Firm Special Inspectors: The Special inspection Firm of will perform special inspection for the following types of work(separate forms must be submitted if more than one firm is to be employed). ( ) Reinforced Concrete ( ) Bolting in Concrete ( ) Pre-stressed Concrete ( ) Shotcrete ( ) Structural Masonry ( ) Structural Steel and Welding ( ) High-Strength Bolting ( ) Spray-Applied Fireproofing ( ) Smoke-Control Systems ( ) Other Specify: All individual inspectors to be employed on this project will be WABO certified for the type of inspection they are to perform. If inspection is for work that is not covered by the WABO categories, a detailed resume of the inspector and firm must be submitted. The resume must show the inspector and firm are qualified to perform the work and testing required by the project design and specifications. The work shall be inspected for conformance with the plans and specifications approved by the City. Revisions and addenda sheets will not be used for inspection unless approved by the City. The special inspector shall report to the City revisions that are not approved. A daily record will be maintained on site itemizing the inspections performed, for the review of all parties. Any nonconforming items shall be brought to the immediate attention of the contractor for resolution.A weekly shall be submitted to the City: detailing the inspections and testing performed, listing any nonconforming items and resolution of nonconforming items. Unresolved nonconforming items will be detailed on a discrepancy report and presented to the building department A final report shall be submitted to the Building Division prior to the Certificate of Occupancy being issued This report will indicate that inspection and testing was completed in conformance with the approved plans, specifications and approved revisions and addenda. Any unresolved discrepancies must be detailed in the final report. The special inspector and special inspection firm serve in the role as"deputy"City of Arlington inspectors and as such are responsible to the City of Arlington Building Division in the performance of the required work. Contractor: The contractor shall provide the special inspector or agency adequate notification of work requiring inspection. The City approved plans and specifications must be made available, at the job site for the use of the special inspector and the City Inspector. The contractor shall maintain all daily inspections reports, on site,for review. REV 2015 Page 8 of 9 o COMMERCIAL APPLICATION PERMIT SUBMITTAL Department of Community & Economic Development City of Arlington• 18204 591h Ave NE• Arlington.WA 98223• Phone(360)403-3551 The special Inspection functions are considered to be in addition to the normal inspections performed by the City and the contractor is rasoonsible for contacting the City to schedule regular inspections.No concrete shall be poured or other work covered until approved oy the City Inspector, Building Division: The Building Division shall review any revisions and addenda. Approved copies will be given to the contractor to maintain as part of the approved plan set. The City Inspector will monitor the special�nspection functions for compliance with the agreement and the approved plans. he Cily Inspector shall be responsible for approving various stages of construction to be covered and work to proceed. Design Professionals: The architect and engineer will clearly indicate on the plans and specifications for the specific types of special inspection required, anc shall include a schedule for inspection and testing The architect and engineer will coordinate their revisions and addenda process in such a way as to insure aif required Ctty approva:_ are obtained. prior to work shown on the revisions being performer Owner: The project owner,or the architect or engineer acting as the owners agent,shall employ the special inspector or agency_ ENFORCEMENT: A failure of the special inspector or firm to perform in keeping the requirements of the IBC.the approved plans and this document may rotd this agreement and the Building Officials approval of the special inspector.In such case a new special inspector andror firm would ^eeo to be proposed for approval.A failure of the design an&or construction parties to perform in accordance with this agreement may :esurt in a STOP WORK notice being posted on the project, until nonconforming items have been resolved. ACKNOW LEDGEM,ENTS I have read and agree to comply with the terms and conditions of this agreement, Owner: - -1 Li p-����� -- --- Date: I hereby certify that the above information is correct and that (lie construction on, and the occupancy and the use of the above-described property will be in accordance with the laws.rules and regulation of the State of Washington. 4-1 Applicants Signat re Vedzon Wireless by Black Rock Print Applicants Name Dale Ibr FOR STAFF USE ONLY Received Permit# JAR m Aount Received Receipt REV 2015 Page 0 of 9 BLACK ROCK Pi-vrroping Tomwww's Infrostrwhim for Wne♦ess,RenemWe Energy&C4s October 5, 2016 City of Arlington Building Division 18204 59t"Avenue NE Arlington,WA 98223 RE: Verizon Wireless Retail Store at 4010 172"d Street NE, Arlington,WA Greetings: My client, Verizon Wireless, intends to place small cell antennas on the exterior fagade of the Wal-Mart, located at 4010 172"d Street NE, in Arlington, to improve coverage for customers visiting the store. Equipment cabinets will be located at grade, outside of the store building. In support of the required building permit, please find the following: • Commercial Building Permit Application and attachments • Two (2) complete sets of construction drawings • Two (2) structural reports (plans + talcs) Upon calculation of the fees, please contact the owner of my firm, Jim Jaggers, at 916-213-8407. Jim will pay for the permit fees with our corporate credit card. Please let me know if there is any further information that I can provide at this time. Best regards, Sophia Mekkers Sophia Mekkers 174 Link Court Newberg, OR 97132 (503) 380-1564 Mobile sophia@blk-rock.com Black Rock Consulting for Verizon Wireless ,y CITY OF ARLINGTON RUILDINO DEPARTMENT DCI APPROVED e n G in e e R 5 Fa Seattle � '"""�"'1"- q Portland NO CHANGES AL"ORrM Spokane UNLOSS APPROVED BY THIS San Diego BUILDING INSPECTOR Austin Irvine San Francisco September 9, 2016 Anchorage Los Angeles Rick Matteson Acorn Consulting, Inc. COPY 1125 SE Clatso PStOFFICE Portland, OR 97202 Subject:Walmart Small Cell @ Arlington Address: 4010 172"d Street NE Arlington,WA Mr. Matteson, Verizon will be installing rectangular antennas and supporting equipment mounted to existing CMU walls at four(4) locations on the side of the Walmart Store in Arlington,Washington. In addition,two (2) new RF Equipment Cabinets will be installed on separate concrete pads on the ground adjacent to the building. DCI was asked to design the anchorage of the antenna to the CMU wall and to design a Fiber-Reinforced Plastic (FRP) shroud to hide the antennas. DCl also designed the bases for the new Cabinets to resist sliding and overturning forces from wind and seismic loads. The cabinets weigh 500 lb each. The installation on the CMU wall at each location consists of the following: Y (1) Antenna—47 lb. ea • (2) RRU— 65 lb ea • OVP Raycap— 14 lb. FRP Shroud—480 lb. The CMU wall has the capacity to support the added weight of this new equipment. See the attached sketches SSK-01 &SSK-02 showing attachment requirements for the antenna mount and shroud design. The foundations for the new cabinets mounted on a new footing at grade should be supported as shown in sketch SSK-03. The cabinets are identical and were reviewed for wind and seismic loads from the 2015 IBC. Sincerely, gY J O r Mathew Wies, P.E., S.E. Associate DCl Engineers 30090 Received Attached—Calculations, SSK-01 -SSK-03 OCT DCI Project 1 601 1-01 74 (4000) 8 2016 WO 411 818 Stewart Street,Suite 1000 Seattle,Washington,98101 Phone(206)332-1900 S e r v i c e I n n o v a t i o n V a I u e CJVOASqA FRP�M4x„-(,-r. ,rne TOP 8 0• 3-0, TF � I FRP ANGLE 4x4x114 EA ANTENNA I CORNER WITH 314.FRP OVp iv BOLT-TYP ® - RRUS32 RRUS32 j I f-1 PSU AC 08 PSU AC OB 1-518"x 1-518"GALV UNISTRUT ANCHORED-� o o --- - '_'- TO WALL W1(3)318"e THREADED ROD, EMBED 2"WITH HILTI HY-70 ADHESIVE (USE SCREEN TUBE IF CELLS NOT GROUTED) i i FRP ANGLE 4x4xlA EA CORNER WITH (2)3/4" FRP BOLTS-TYP ELEVATION AT ANTENNA SHROUD JO r r-- 30090 Sketch# SSK-01 Project Name: Project#: By: Date: Acorn Walmart Arlington 1 601 1-01 74 MHW 9/8/16 Field Sketch: m=m D C I Elevation at Antenna Shroud mounted on CMU Wall E In G I n E E R S 818 STEWART STREET, SUITE 1000 • SEATTLE,WA 98101 PHONE (206) 332-1900 • FAX: (206)332-1600 FRP ANGLE 4x4x1/4 EA CORNER WITH 3/4"FRP 3,-0' FRP ANGLE 4x4x1/4 EA BOLT-TYP CORNER WITH (2)3/4" FRP BOLTS-TYP I I 1/4"FRP PANEL FRP SHROUD ANCHORED TO WALL W/(S) 3/8"0 THREADED ROD,EMBED 2"WITH HILTI HY-70 ADHESIVE(USE SCREEN TUBE IF CELLS NOT GROUTED-ANCHORS TO BE LOCATED IN CENTER OF CELL:4"FROM TOP,BOTTOM&EDGE OF BLOCK) 4 EXISTING CMU 1 1 zt WALL 1/4"FRP PANEL ` z Z' r�r. SSK-02 -Acorn Walmart Arlington 1 601 1-01 74 MHW 9/8/16 = D C I Section at Antenna Shroud mounted Enc3InE: ERS on CMU Wall 818 STEWART STREET, SUITE 1000• SEATTLE,WA 98101 PHONE(206)332-1900 • FAX: (206)332-1600 500 LB 21-811 CABINET FOOTING PER 3011 PLANell. w :� a yf Y x y V �G / � 1 Sri 30090 �� ^ ELEVATION AT p. Hoa�, (HiI t i KB-TZ) ----- — - to 5eV 4" @ Ea_ Cor ner r 1F1_OH SQUARE X 6" DEEP CONCRETE FOOTING W/#5 @ 18°oC e EW, CENTERED. PLAN AT FOOTING r Sketch# -- SSK-03 Project Name: Project#: By: Date: Acorn Walmart Arlington 1 601 1-01 74 MHW 9/8/16 �` -DC1 - Field Sketch: = Cabinet Foundation E n G I n E E R S 818 STEWART STREET, SUITE 1000- SEATTLE,WA 98101 PHONE(206)332-1900 - FAX: (206)332-1600 =DCI Project No. Sheet No. egnE. LEERS Project Date /� . WU �� Ar I ingt on o 6 Subject g ' Y�` IZR.v 65 U¢ YZ = 130# 3 �, = 305# YA,, 'P62, P 10`x�' I�t I e�s� L o v Il o MPS F Y_P G z G �b-QS psIF =D C I tProject No. Sheet No. EIIGIflEERS Project Date LI!off( W Ar I ingt on (� Subject BY K-Wv`p To C, � u ►o Yam° /Se too IT i ys��` s �clb•fl�Z Fe4M� = 3�5 L�� V/&oL�( ITS V= 30 Tcr ' � " gSc7 p 1�/s 5 Sly Vc�v = a_g�clZ4c� _ `�Z ( -?—t � d� 0S-C-, 5/g; 70vp lid- beD 3�� W DC I Project No. Sheet No. Enc. IfIEERS Project Date L tx\ &�-M 6zT Ar I ingt on � �( 4(. Subject TE3 U N kT o T t`7'( I-o AZ7 To F o o WT =Sao Ti 071`-� _ 42,0 S�Act T- 2= �I�--0 D x 0_�� 2� = 20 40 ��• U% o �- �1-t r--C lam- Sd l l` t C, 6 _- 0.46 ' ar = 2 ITO Po F- o lL 3 6(4� - — u 6" ,pP 6o pJL_ F-rc, vj/*s e 1811 OC - Project#: 16011-0174 Page#: 1 I Proj. Name : Acorn Walmart Arlington E ngineer MHW Date : 09/07/2016 D C E rl G I rl E E Fi S Subject EQUIPMENT SUMMARY Design Criteria: Codes 20151BC ASCE 7-10 Equipment Summary, Loads & Anchorage Equipment Height(ft) Long Length('ft) Short Length(ft)l Total Wgt. (kip) Curb Ht. (ft) Uplift Shear w/90 w/QO Cabinet 7.50 2.67 2.67 0.50 0.0 -859lb 439lb Wind Load Exp 120 MPH C k, 0.85 k,t 1.0 kd 0.85 qzJ 26.6 1 psf F =gZGCfAf G 0.85 Cf 1.55 B/s 0.5 s/h 1.0 F 35.1 psf Provide(4) 1/2"Dia Threaded Rods, Embed 3"w/Hilti HY200 Project#- 1 601 1-0057 Page#: 1 Proj. Name: Acorn Walmart Arlington Engineer: MHW Date: 09/07/2016 E n G 1 11-1 E E Ft S Subject: Seismic Coefficients I. Seismic Ground Motion Values: LAT = Site Latitude: = 48.162 LONG = Site Longitude: = -122.176 SS = MCE Spectral Accel @ 0.2 Sec: = 1.086 2002 USGS Mapped Value for Default Site Class B S, = MCE Spectral Accel @ 1.0 Sec: = 0.423 2002 USGS Mapped Value for Default Site Class B SITE = Site Class: ( Default is D) = D per Geotech or Table 20.3-1-ASCE 7,pg 205 Fa = Spectral Accel @ 0.2 Sec for Site = Table 11.4-1-ASCE 7,pg 115 FV = Spectral Accel @ 1.0 Sec for Site = Table 11.4-2-ASCE 7,pg 115 SMS = MCE Spectral Resp(Short Period) = 0.45 =Fe SS Eqn 11.4-1 SM, = MCE Spectral Resp(Long Period) = 0.25 =Fv S1 Eqn 11 4-2 SDs = Design Spectral Accel @ 0.2 Sec = 0.77 =2/3 SMs Eqn 11 4-3 SDI = Design Spectral Accel @ 1.0 Sec = 0.46 =2/3 SM, Eqn 11 4-4 MUM Design Maps Summary Report User-Specified Input Report Title Acorn Walmart Arlington Thu September a,2016 04:53:07 UTC Building Code Reference Document 2012, 2015 International Building Code (which utilizes USGS hazard data avaftble In 2008) Site Coordinates 48.1523211N, 122.17621°W Site Soil Classification Slte Class D -"Stiff Soil" Risk Category I/II/III Stanwood i EBE)F i POR ` r 5U SA • t BAY Arlington i Marto 3 'k 1 �4lNGTON RlUH('ArRIORT T1�AL 1 � 9 SESfERIINTIDN r1 Marysville r ; USGS-Provided Output S9 : 1.085 g S,0= 1.156 g S 5 = 0.7719 Si = 0.423 9 S,,i= 0.667 g Soi = 0.4459 C ' Project : 16011-0174 Page : 2 � D Proj.Name:_ Acom Walmart Arlington Engineer: MHW Date: 0 9107/2 01 6 E 171 G I M E E Ft S Subject: Cabinet Anchorage Seismic Design Requirements for Nonstructural Components-ASCE 7-10 Chapter 13 Equipment: Cabinet Cabinet Geometry: Seismic Coefficients H,.t= 7.5 ft Overall height SDC= D Seismic Design Category h s= 3.8 ft Seis Centroid=1/2(Unit)+Curb SDs= 0.77 Design spectral acceleration h_w= 3.8 ft Wind Centroid=1/2(H_tot) ap= 1.0 ASCE 7-10-Table 13.6-1 D= 2.67 ft Dist between attachment RP= 2.5 ASCE 7-10-Table 13.6-1 N= 4 Attachments supporting weight Ip= 1.0 Component Importance NOT= 2 Attachments resisting OT QP 2.5 Weight Wp= 0 50 kip z= 1.0 ft h= 1.0 ft Height of building Wind Load Seismic Calculations Wind Pressure= 35.1 psf LRFD Level Wind Width= 2.67 ft Fp,cQic =0.4*up ns*Wp(1+21) Fp caic= 0.19 kips Wind Load= 0 70 kip p /p ` Equation 13.3-1 Center of Wind 3.750 Fp,,,l.x=1.6*Spg*/p*Wp FP-M..= 0.6 kips Wp= 0.5 kip Equation 13.3-2 \Y F,.in=0.3*Spg*Ip*Wp Fp.min= 0.12 kips Equation 13.3-3 Wind Load 0.702 kip Controlling Design Shear Force Fp= 0.70 kips FP= 0.70 kips Controlled by Wind Fp,ASD=0.6*Fp= 0.42 kips Reactions h= 3 75 ft N= (4) Attachments supporting weight/resisting shear NOT= (2) Attachments resisting OT Lateral Load in the X-direction (+value equal compression Point A Point C 2 67 ft Dead I +0.1 kip +0-1 kip Rz=Wp/N Rp, RO Wind 1 0.5 kip +0.5 kip Rz=Fp"h/D Seismic 1 0.1 kip +0.1 kip Max EQ 0.05 kips 1 0.23 kips (1.0+.14SDS)D+0.7EQ Min EQ -0.03 kips 1 0.15 kips (0.6-.14SDS)D+0.7EQ Max Wind -0.17 kips 0.42 kips D+0.6W Min Wind -0.22 kips 0.37 kips 0.6D+0.6W Max EQ 0 04 kips 0.30 kips (1.2+.2SDS)D+1.OEQ Min EQ -0 07 kips 0.19 kips (0.6-.2SDS)D+1.OEQ Max Wind -0.34 kips 0,64 kips 1 2D+1.0W Min Wind -0.22 kips 0.37 kips O.GD i O.GW Tension Compression Shear Max 0.64 kips 0.18 kips LRFD Loads 0.34 kip 0.18 kips Op Loads -0.86 kip 0.44 kip _1 www.hilti.us Profis Anchor 2.6.5 Company: DCI Engineers Page: 1 Specifier: MHW Project: SLM Walter Address: Sub-Project I Pos.No Cabinet Anchorage Phone I Fax: Date: 06/02/2016 E-Mail: Specifier's comments: 1 Input data Anchor type and diameter: HIT-HY 200+HAS 137 1/2 Effective embedment depth: hef,opt!=2 750 in.(heuimit=4.750 in.) Material: ASTM A 193 Grade B7 Evaluation Service Report: ESR-3187 Issued I Valid: 03/01/2016 1 03/01/2018 Proof: Design method ACI 318-08/Chem Stand-off installation: -(Recommended plate thickness:not calculated) Profile: no profile Base material: cracked concrete,2500,fc'=2500 psi;h=6 000 in.,Temp.short/long:32/32°F Installation: hammer drilled hole,Installation condition:Dry Reinforcement: tension:condition B,shear:condition B;no supplemental splitting reinforcement present edge reinforcement:none or<No.4 bar Seismic loads(cat.C,D,E,or F) no Geometry[in.]&Loading[lb,in.lb] Z W st �0 3 co AAo x Input data and results must be checked for agreement with the existing conditions and for plausibility! PROPS Anchor(c)2003-2009 Hilt!AG,FL-9494 Schaan Hilti is a registered Trademark of Hilti AG,Schaan r_MI www.hilti.us Profis Anchor 2.6.5 Company: DCI Engineers Page: 2 Spccificr: MHW Project: SLM Walter Address: Sub-Project I Pos.No.. Cabinet Anchorage Phone I Fax: Date: 06/02/2016 E-Mail: 2 Load case/Resulting anchor forces Load case:Design loads Anchor reactions[lb] Tension force:(+Tension,-Compression) Anchor Tension force Shear force Shear force x Shear force y 1 360 440 0 440 max.concrete compressive strain: r6l max concrete compressive stress: -[psi] resulting tension force in(x/y)=(0.000/0.000): 0[lb] resulting compression force in(x/y)=(0.000/0.000):0[lb] 3 Tension load Load N..pbJ Capacity AWa[lb] Utilization pN in N,K/#Nn Status Steel Strength' 860 13301 7OK Bond Strength** 860 1232 70 OK Sustained Tension Load Bond Strength* N/A N/A N/A N/A Concrete Breakout Strength** 860 1726 50 OK *anchor having the highest loading **anchor group(anchors in tension) 3.1 Steel Strength Nsa =ESR value refer to ICC-ES ESR-3187 �Nsa 2 Nua ACI 318-08 Eq.(D-1) Variables A..N[in.2] fma[psi] 0.14 125000 Calculations Nsa[lb] 17735 Results Nse lib] �Meel qi,Nsa[lb) Nua[Ib] 17735 0.750 13301 860 Input data and results must be checked for agreement with the existing conditions and for plausibility! PROPS Anchor(c)2003-2009 Hdll AG,FL-9494 Schaan Hilti is a registered Trademark of Hilli AG,Schaan MLE NJ www.hilti.us Profis Anchor 2.6.5 Company: DCI Engineers Page: 3 Specifier: MHW Project: SLM Walter Address: Sub-Project I Pos.No: Cabinet Anchorage Phone I Fax: Date: 06/02/2016 E-Mail: 3.2 Bond Strength Na _(AND)wed,Na Tcp,Na Nba ACI 318-11 Eq.(D-18) Na z N a ACI 318-11 Table DA.1.1 ANa =see ACI 318-11,Part D.5.5.1,Fig RD.5.5.1(b) AN.0 =(2 CNa)2 ACI 318-11 Eq.(D-20) cNa =10 da Tura ACI 318-11 Eq.(D-21) 1100 1 Yec,Na= 1 1 +eN 5 1.0 ACI 318-11 Eq.(D-23) CNa tlled,Na=0.7+0.3(Si=)5 1.0 ACI 318-11 Eq.(D-25) Tcp,Na=MAX(Ca=rmn CNa)51.0 ACI 318-11 Eq.(D-27) Cac Cac Nba =ka'Tk,c'Ir'da'her ACI 318-11 Eq.(D-22) Variables rk,c,.[psi] da[in.J h,,,(in I _ c..m.[in.] ,k�[psi] 1670 0.500 2 160 3.000 935 ecl,N[in.] ec2.N[in.] cac[in.] ka 0.000 0.000 4.480 1.000 Calculations CNa[in.] ANa[in.2] AN.0[in.2] U/etl Na 6.133 83.41 150.45 0.847 tifecl,Na Wec2,Na Wcp Na Nba[lb] 1.000 1.000 1.000 4039 Results Na[Ib] bond Na[lb] Nua[lb] 1896 0.650 1232 860 Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor(c)2003-2009 Hilti AG,FL-9494 Schaan Hilt!is a registered Trademark of Hill!AG,Schaan www.hilti.us Profis Anchor 2.6.5 Company: DCI Engineers Page: 4 Specifier: MHW Project: SLM Walter Address: Sub-Project I Pos.No.: Cabinet Anchorage Phone I Fax: Date: 06/02/2016 E-Mail: 3.3 Concrete Breakout Strength Ncb = (p Nco)Wed,N Wc,N Wep,N Nb ACI 318-08 Eq.(D-4) Ncb z N„a ACI 318-08 Eq.(D-1) ANc see ACI 318-08,Part D.5.2.1,Fig.RD.5.2.1(b) A Nco of 1 Wec'N = (1 +2 eN 5 1.0 ACI 318-08 Eq.(D-9) \ 3 her Wed,N =0.7+0.3(Ca,min\5 1.0 ACI 318-08 Eq.(D-11) 1.5hpr J lllcp,N _ _MAX(-min 1.5hef)5 1.0 ACI 318-08 Eq.(D-13) Cao ' Cac Nb =kc x;f:hef5 ACI 318-08 Eq.(D-7) Variables het M•) ec1,N[in.] ec9.N[init ce.rwe[in.] t rC.N 2.750 0.000 0.000 3. 00 1.000 cac[in.] kc fc[psi] 4.480 17 1 2500 Calculations AN.[in•2] ANco[in.21 ect.N f fed,N 1c,N Nb(lb] %77 68.06 i.000 1.ec2,N 0.918 1.000 3876 Results Ncb[lb] Vkonueto Ncb llbl Nw Ub) 2665 0.650 1726 86iF Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor(c)2003.2009 Hilti AG.FL-9494 Schaan Hilti is a registered Trademark of Hilti AG,Schaan www.hilti.us Profis Anchor 2.6.5 Company: DO Engineers Page: 5 Specifier: MHW Project: SLM Walter Address: Sub-Project I Pos.No Cabinet Anchorage Phone I Fax: Date: 06/02/2016 E-Mail: 4 Shear load Load Vua[lb] Capacity#Va[lb] Utilization pv=V_1# Status SteelStrength* 440 6916 7 OK Steel failure(with lever arm)* N/A N/A N/A N/A Pryout Strength(Bond Strength controls)** 440 2654 17 OK Concrete edge failure in direction y+** 440 949 47 OK *anchor having the highest loading **anchor group(relevant anchors) 4.1 Steel Strength Vsa =(0.6 Ase,v futa) refer to]CC-ES ESR-3187 Vsteel Z Vua ACI 318-08 Eq.(D-2) Variables Ase,y[in•2] futa[psi] (0.6 Ase,y fuia)[lb] 0.14 125000 10640 Calculations Vsa[lb] 10640 Results Vsa[lb] Vsa[lb] Vua[lb] 10640 0.650 6916 440 Input data and results must be checked for agreement with the existing conditions and for plausibility! PROMS Anchor(c)2003-2009 Hilt!AG,FL-9494 Schaan HIM is a registered Trademark of Hilti AG,Schaan I 2ZO www.hilti.us Profis Anchor 2.6.5 Company: DCI Engineers Page: 6 Specifier: MHW Project: SLM Walter Address: Sub-Project I Pos.No.: Cabinet Anchorage Phone I Fax: Date: 06/02/2016 E-Mail: 4.2 Pryout Strength(Bond Strength controls) Vcp =kcpIGA'o)yred,Na ycp,Na Nba] ACI 318-11 Eq.(D-40) 0 Vcp z V a ACI 318-11 Table(D.4.1.1) ANa see ACI 318-11,Part D.5.5.1,Fig.RD.5.5.1(b) ANa0 ( Na)= 2 c 2 ACI 318-11 Eq.(D-20) CNa =10 da Tuncr ACI 318-11 Eq.(D-21) 1100 1 lifec,Na= �1 e/ 51.0 ACI 318-11 Eq.(D-23) \ CNa/ ed,Na-0.7+0.3(C� )5 1.0 ACI 318-11 Eq.(D-25) — AC -MAX(C""a,N.)51.0 ACI 318-11 Eq.(D-27) WcP.Na— ac Nba =a.a'Tk,c'7r'da' her ACI 318-11 Eq.(D-22) Variables kc Tk.o.unor[Psi) da[in.] haf)in-) Capin[in.] 1670 0.500 2.760 3.000 Tk.c[Psi] eat.N[in.] ea2.N[in.] cae[in.] Xa 935 0.0 0.000 4.480 1.000 Calculations CNa[in.] AN.[fn 2] ANa0[in•2] tVed,Na 6.133 83AI 150.45 0.847 graci.Na 'rec2.Na 41co.Na Nba[lb] 1.000 1.000 1.UUu 4039 Results Vcp[lb] �concrole m Vcp[lb] Vua[Ib) 3792 0.700 2654 440 Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor(c)2003.2009 Hdli AG.FL-9494 Schaan Hilti is a registered Trademark of Hilti AG,Schaan www.hilti.us Profis Anchor 2.6.5 Company: DCI Engineers Page: 7 Specifier: MHW Project: SLM Walter Address: Sub-Project I Pos.No. Cabinet Anchorage Phone I Fax: Date: 06/02/2016 E-Mail: 4.3 Concrete edge failure in direction y+ Vcb = \Avco/Yed,V Wc,V Wh,V llfparallel,V Vb ACI 318-08 Eq.(D-21) �Vcb z Vus ACI 318-08 Eq (D-2) Avc see ACI 318-08,Part D.6.2.1,Fig.RD.6.2.1(b) Avco =4.5 Ca, ACI 318-08 Eq.(D-23) 1 Wec,V= (1 +�2e,/ 51.0 ACI 318-08 Eq.(D-26) 3ca, tped,V=0 7+0.3 )5 1.0 ACI 318-08 Eq.(D-28) 1,5c,, Wh,v = 1.5ca'a 1.0 ACI 318-08 Eq.(D-29) ha oz Vb = (7(tla) �) ca; ACI 318-08 Eq.(D-24) Variables ca,[u i l caz[in.] ecv[in.] 4/C.V ha[in.] _ 3.000 3,000 . 00 1.000 6.000 le[in.] X da[in.] fc Ipsq y/psrs! 2.750 1.000 0.500 5 00 1.000 Calculations Avc[in.2] Avco(i�s] �ec,v v t n,v Vb[lb] 33.75 4 .50 1. 00 0.900 1.000 1808 Results Vcb[Ib] +concrete Vcb[lb] Vua[lb] 1356 0.700 949 440 5 Combined tension and shear loads PN,_ [iv _ _ Utilization DN.v[%]_ Status 0.698 0.463 5r3 83 OK [3NV=P�+[iv<=1 6 Warnings • Load re-distributions on the anchors due to elastic deformations of the anchor plate are not considered.The anchor plate is assumed to be sufficiently stiff,in order not to be deformed when subjected to the loading! Input data and results must be checked for agreement with the existing conditions and for plausibility! • Condition A applies when supplementary reinforcement is used.The(P factor is increased for non-steel Design Strengths except Pullout Strength and Pryout strength. Condition B applies when supplementary reinforcement is not used and for Pullout Strength and Pryout Strength.Refer to your local standard. • Design Strengths of adhesive anchor systems are influenced by the cleaning method.Refer to the INSTRUCTIONS FOR USE given in the Evaluation Service Report for cleaning and installation instructions • The ACI 318-08 version of the software does not account for adhesive anchor special design provisions corresponding to overhead applications. • Checking the transfer of loads into the base material and the shear resistance are required in accordance with ACI 318 or the relevant standard! Fastening meets the design criteria! Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor(c)2003-2009 HIM AG,FL-9494 Schaan Hilti is a registered Trademark of Hilti AG,Schaan www.hilti.us Profis Anchor 2.6.5 Company: DCI Engineers Page: 8 Specifier: MHW Project: SLM Walter Address: Sub-Project I Pos.No.: Cabinet Anchorage Phone I Fax: Date: 06/02/2016 E-Mail: 7 Installation data Anchor plate,steel:- Anchor type and diameter:HIT-HY 200+HAS 67 1/2 Profile:- Installation torque:360.001 in.lb Hole diameter in the fixture:- Hole diameter in the base material:0.563 in. Plate thickness(input):- Hole depth in the base material:2.750 in. Recommended plate thickness:- Minimum thickness of the base material:4.000 in. Drilling method:Hammer drilled Cleaning:Compressed air cleaning of the drilled hole according to instructions for use is required 7.1 Recommended accessories Drilling Cleaning Setting • Suitable Rotary Hammer Compressed air with required accessories Dispenser including cassette and mixer • Properly sized drill bit to blow from the bottom of the hole Torque wrench • Proper diameter wire brush Coordinates Anchor in. Anchor x y c-, c+x c r _c_ 1- - n OOO 0000 3 0 0 n 3,000 8 Remarks; Your Cooperation Duties • Any and all information and data contained in the Software concern solely the use of Hilti products and are based on the principles,formulas and security regulations in accordance with Hilti's technical directions and operating,mounting and assembly instructions,etc.,that must be strictly complied with by the user. All figures contained therein are average figures.and therefore use-specific tests are to be conducted prior to using the relevant Hilti product The results of the calculations carried out by means of the Software are based essentially on the data you put in. Therefore,you bear the sole responsibility for the absence of errors,the completeness and the relevance of the data to be put in by you. Moreover,you bear sole responsibility for having the results of the calculation checked and cleared by an expert,particularly with regard to compliance with applicable norms and permits,prior to using them for your specific facility. The Software serves only as an aid to interpret norms and permits without any guarantee as to the absence of errors,the correctness and the relevance of the results or suitability for a specific application. • You must take all necessary and reasonable steps to prevent or limit damage caused by the Software. In particular,you must arrange for the regular backup of programs and data and,if applicable,carry out the updates of the Software offered by Hilti on a regular basis.If you do not use the AUtoUpdate function of the Software,you must ensure that you are using the current and thus up-to-date version of the Software in each case by carrying out manual updates via the Hilti Website. Hilti will not be liable for consequences,such as the recovery of lost or damaged data or programs,arising from a culpable breach of duty by you. Input data and results must be checked for agreement with the existing conditions and for plausibility! 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