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Permit D06-396 - Clearwire Doubletree - Antennas and Equipment
CLEARWIRE DOUBLETREE 16500 SOUTHCENTER PY D06 -396 Parcel No.: 6437300020 Address: 16500 SOUTHCENTER PT TUHW Suite No: Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: htta: / /www.ci.tukwila.wa.us Tenant: Name: CLEARWIRE DOUBLETREE Address: 16500 SOUTHCENTER PY , TUKWILA WA Owner: Name: DOUBLETREE Address: 205 STRANDER BLVD , SEATTLE WA 98188 Phone: Contractor: Name: TOWER STRUCTURES Address: 2567 BUSINESS PY , MINDEN NV 89423 Phone: 775 -267 -1308 Contractor License No: TOWERS *010M6 DESCRIPTION OF WORK: ADDING ANTENNAS AND EQUIPMENT TO ROOFTOP Value of Construction: Type of Fire Protection: Type of Construction: City of Tukwila DEVELOPMENT PERMIT Contact Person: Name: TODD WALTON Address: 5808 LAKE WASHINGTON BL, STE 300 , KIBXLAND WA 98033 Phone: 206344-4116 $17,500.00 * *continued on next page ** Permit Number: D06 -396 Issue Date: 03/16/2007 Permit Expires On: 09/12/2007 Expiration Date: 04/21/2007 Steven M. Mullet, Mayor Steve Lancaster, Director Fees Collected: $604.21 International Building Code Edition: 2003 Occupancy per IBC: doe: IBC-10 /06 D06-396 Printed: 03 -16 -2007 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: Flood Control Zone: Hauling: Land Altering: Landscape Irrigation: Moving Oversize Load: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: Permit Center Authorized Signature: doc: IBC -10/06 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us N N N Number: 0 Size (Inches): 0 Start Time: End Time: Volumes: Cut 0 c.y. Fill 0 c.y. Start Time: End Time: Private: Public: Profit: N Non - Profit: N Private: Public: Permit Number: D06 -396 Issue Date: 03/16/2007 Permit Expires On: 09/12/2007 Date: 3 - i1, -it) I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this • k will be complied with, whether specified herein or not. The granting • ermit s not presume/to give authority to violate or cancel the provisions of any other state or local laws regulating construction • ��77 erfo ce of work. I ainrized to sign and obtain this development permit. Signature: �� c -� / 'i Date: Print Name: l.1 S 1` - t ! C This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. Steven M. Mullet, Mayor Steve Lancaster, Director DO6 -396 Printed: 03 -16 -2007 Parcel No.: 6437300020 Address: Suite No: Tenant: doc: Cond -10/06 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us 16500 SOUTHCENTER PY TUKW CLEARWIRE DOUBLETREE 1: ** *BUILDING DEPARTMENT CONDITIONS * ** PERMIT CONDITIONS * *continued on next page ** Permit Number: Status: Applied Date: Issue Date: D06 -396 ISSUED 10/18/2006 03/16/2007 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 4: Installation of high - strength bolts shall be periodically inspected in accordance with AISC specifications. 5: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 6: All electrical work shall be inspected and approved under a separate permit issued by the Washington State Department of Labor and Industries (206/248- 6630). 7: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 8: ** *FIRE DEPARTMENT CONDITIONS * ** 9: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 10: provide a clearly labeled, readily accessable emergency power shut -off switch. 11: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 12: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. 006-396 Printed: 03-16-2007 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. Signature: Print Name: Date: The granting f permit does not presume to give authority to violate or cancel the provision of any other work or local laws regulating constructio or a performance of work doc: Cond -10/06 D06 -396 Printed: 03 -16 -2007 Site Address: DD Property Owners Name: CAIPr g6J46176 • Mailing Address: WI VI AbEinif-7 - t i 50 6 Tenant Nante: Name: Company Name: E-Mail Address: CITY OF TUKWILA Community Develop t it Department Public Works Depar~ Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 hup://www ct tukwila wa us Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **Please Print** kW° Svtli er-print- f140+1 rargsedesar I ARLIii 'Ater OF RECORD"-Ail plani must bewit stimpedby,Aiehitietof Reedit! Calm sztotJr= tig'rce Cmg 1 • Mailing Address: 14 2 w Wt ZOCA - Stie 105 ktv Contact Person: 16927 41-7 E-Mail Address: ENGINEER OF RECORD - Aii plans must be wet stamped by Engineer of Record Company Name: 612/IfieSiGnib ffl/errief VtC INC - Mailing Address: 4 00 / 2,60 Contact Person: nififr DiSbAi Q:kApplicationsTonns-Applications On Liee 3-2C06 - Pak Application.dec Reeescl: 9-1006 bh King Co Assessor's Tax No.: 443 300 ;Alt City Suite Number: Floor: New Tenant: D .... Yes El „No State State State (01' City State Day Telephone: 11 54, 31) Fax Number: ick tots ma /Am& LA- TX072_ 9 ( - 117) UriviCh) Day Telephone: Z96 33" yia.. Mailing Address: Slog. tep-ker AAA ihtio,‘ ,..S4 3•0 t P4 is4-3-R City State Zip" E-Mail Address: jm OCOrime-A4- •A4 Fax Number: 2 4 GENERAL CONTRACTOR INFORMATION (Contractor InforitiMion for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) V D Company Name: Mailing Address: city Contact Person: Day Telephone: E-Mail Address: Fax Number: Contractor Registration Number: Expiration Date: Zip Zip City State Zip Day Telephone: 914 qr1132. Fax Number: q vs /739 Page 1 of 6 '• f r y ` •� 1 d t IL ? M . *r t ':7itferidilte t2 .Addttion to ? v `� � 4 h. 5 i ,t .o S p S � 2" Floor' 1'x�tQr9 Strlrit 4 , e� : • Basement J Accessory Structure" , Attached Garag€ Attached Carport = `DetachedCarport v r Covered De k 'U Jo 0. ° Existing Building Valuation: $ Scope of Work (please provide detailed information): Apit /�rr� $' 4#74 E7 10)NEn fib e tort? Valuation of Project (contractor's bid price): $ Will there be new rack storage? ❑.... Yes [Z .No If yes, a separate permit and plan submittal will be required. PLANNING DIVISION: T fbP' cvr • Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: 'Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes ❑ No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑ Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes ❑ No 4 �ro If yes', attach list of materials and storage locations on a separate 8 -1/2" x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Q \APPlicationsworms- Applications On Line \3 -2006- Permit Application doc Revised: 9 -2006 bh Page 2 of 6 'Fixture Type: ' Qty Fixture Type: Qty Fixture Type: - Qty . ,Fixture Type: Bathtub or combination bath/shower Drinking fountain or water cooler (per head) Wash fountain Gas piping outlets Bidet Food -waste grinder, commercial Receptor, indirect waste Clothes washer, domestic Floor drain Sinks Dental unit, cuspidor Shower, single head trap Urinals Dishwasher, domestic, with independent drain Lavatory Water Closet Building sewer or trailer park sewer Rain water system —per - drain (inside building) Water heater and/or vent Additional medical gas inlets/outlets — six or more Industrial waste pretreatment interceptor, including its trap and vent, except for kitchen type grease interceptors Repair or alteration of water piping and/or water treating equipment Repair or alteration of drainage or vent piping Medical gas piping system serving one to five inlets/outlets for specific gas r PLUMBING AND GAS PIPING PERMIT INFORMATION - 206- 431:367 • PLUMBING AND GAS PIPING CONTeCTOR INFORMATION Company Name: t, Mailing Address: Contact Person: E -Mail Address: Contractor Registration Number: Valuation of Plumbing work (contractor's bid price): $ Valuation of Gas Piping work (contractor's bid price): $ Scope of Work (please provide detailed information): Building Use (per Intl Building Code): Occupancy (per Intl Building Code): Utility Purveyor: Water: Q:{AppliatioaWomu- Applications On Linen -2006 -Permit Appliation.Aa Revised: 9-1006 as Sewer: Indicate type of plumbing fixtures and/or gas piping outlets being installed and the quan ity below: State Zip City Day Telephone: Fax Number: Expiration Date: Page 5 of 6 VON Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. Building and Mechanical Permit The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). Plumbing Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR THORIZED AG U T: Signature: Print Name: / 4k' Pt ro J Mailing Address: .SYO L 1 Date Application Accepted: At Is Al .01 Date Application Expires: 04 . rb i dq- *go Q:Nppliations\Forms- Applications On Line\3 -2006 - Permit Applicnion.doc Revised: 9 -2006 bit City Date: / 6` /t = ;oo(• Day � Telephonp: Z66 ?hi wile co Stale arrr Staff Initials: Page 6 of 6 City of 1'tkwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 6437300020 Permit Number: D06 -396 Address: 16500 SOUTHCENTER PY TUKW Status: PENDING Suite No: Applied Date: 10/18/2006 Applicant: CLEARWIRE DOUBLETREE Issue Date: Receipt No.: R06 -01669 Payment Amount: 604.21 Initials: JEM Payment Date: 10/18/2006 02:23 PM User ID: 1165 Balance: 50.00 Payee: CLEARWIRE TRANSACTION LIST: Type Method Description Amount Payment Check 00045259 604.21 ACCOUNT ITEM LIST: Description Current Pmts BUILDING - NONRES PLAN CHECK - NONRES STATE BUILDING SURCHARGE Account Code 000/322.100 000/345.830 000/386.904 RECEIPT 363.46 236.25 4.50 Total: 604.21 0859 10/18 9716 TOTAL 604.21 doc: Receipt Printed: 10-18 -2006 Project: t ,- - 1/ Pl7 ✓6c. / /G /1) Y,4/r"' Type of Inspection: - /�/i7/'9 t ° Address: /6 5620 So >,:inec. - try Date Called: Special Instructions: / 47-, , , , .. v L a:-ey D/V / / t.,5,yer io.c.- Date Wanted: 5 — /S 0 7 dl-me p.m. Requester: // Phone No: —Z 06 9 9c-is 2 4 J INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit &‘, ?2 PER 06)431 -3 pproved per applicable codes. El Corrections required prior to approval. COMMENTS: 7 , ; / (� e .00 REINSPEC11ON FEE REQUIRED. P for to inspection, fee must be paid at 6300 Southcentar Blvd.. Suite 100. - It the schedule reinspection. (Receipt No.: (Date: Project: C \ear w i r e Type of Inspection: Etc_ Can. Address: \ lc. Soy Suite #: Sv 1/4d- hce, +e 2 Contact Person: To IAA 1-�,--1 Special Instructions: NmA. Permits: Phone No.: 20co— gLiy- L /l/ lr Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East 'Tukwila Wa. 98188 206 - 575 -4407 COMMENTS: Inspector: /G J - � - e/S0,&/ Date: 'J— Hrs.: //Air INSPECTION NUMBER [ Approved per applicable codes. INSPECTION RECORD Retain a copy with permit PERMIT NUMBERS n Corrections required prior to approval. $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Word /Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 E COnNensrONc E NGINEERING, INC. Civil •Srruciural •Survey Structural Calculations mop, For F'•,r,-er No. N Structural Analysis of Telecommunications Wireless Equipment Clearw're Tukwila Doubletree Site Number: WA- SEA119 -E 16500 Southcenter Parkway Tukwila, WA 98188 King County Prepared By: Jonathan D. Gibson, E.I.T. Checked By: Mark W. Olson, P.E. Prepared Date: August 30, 2006 CEI Project No.: 06-49025 14201 NE 200'" Street, Suite 200 Woodinville, WA 98072 Email: cei @comeastone- engr.com Web: www.comerstone- atgr.com Comprehensive Design Solutions for Your Project Success! Phone: (425) 487 -1732 (206) 250-7306 Fax: (425) 487 -1734 CO E COMPLIANCE r- 0 anonVFO NOV 0 6 2005 City OflUkwlla BUILDING DIVISION St RECEIVED OITY0FIEKWILts Out 18 2005 p Client: Clearwire Date: August 30, 2006 Site Name: Tukwila Doubletree CEI No: 0649025 Site No: WA- SEA119 -E Prepared By: J. Gibson Page 1 I. Scope of Work 2 Ii. Conclusions and Recommendations 2 III. Design Criteria 2 IV. Equipment Cabinet Connection 7 V. Design of Concrete Mounted Antenna Mounts & Connections 10 VI. Design of Metal Stud Wall Mounted Antenna Mounts 20 VII. References 28 14201 NE 200 Street, Suite 200 Woodinville, WA 98072 Email: cei @comerstone-engr.com Web: www. comerstone- engr.com TABLE OF CONTENTS E coRNERs1 r oNc R I N G, I Phone: (425) 487 -1732 (206) 250-7306 Fax: (425) 487 -1734 . Client: Clearwire Date: August 30, 2006 Site Name: Tukwila Doubletree CEI No: 06 -49025 Site No: WA- SEA119 -E Prepared By: J. Gibson Page 2 I. Scope of Work Provide structural design and analysis for the installation of the proposed Clearwire telecommunications equipment cabinet mounted upon an existing vacated steel platform and antenna mounts attached to the existing concrete framed penthouse structure with steel stud infill walls. The equipment cabinet and antenna mounts are located at 16500 Southcenter Parkway in the city of Tukwila, King County, WA. The additional loads of the equipment loads will transfer through the vacated platform and into the building columns while the additional loads of the antenna mounts will be transferred through the existing penthouse structure and into the building columns, from the building columns the loads transfer into the building foundation and into the soil. The information in this report summarizes the requirements for the construction of structural elements for the proposed design in conformance with the 2003 International Building Code. Unless noted otherwise, all means and methods used shall be in keeping with good and generally accepted construction practices. II. Analysis Results As requested, we have evaluated the structural stability of the proposed additional loading for structural code compliance. This analysis derives its applied loads from minimum 85 mph basic wind speed (3- second gust), Exposure "C ". Since soil properties are not available, seismic site class "D" were conservatively used for this analysis per 2003 International Building Code (Section 16). III. Conclusions and Recommendations The existing vacated platform, penthouse, and building structure are structurally adequate to support the proposed loads of the equipment cabinet and antenna mounts. Please refer to the following calculations and supporting Structural drawings and the accompanying Architectural drawings. General contractor shall verify all existing dimensions, member sizes and conditions prior to commencing any work. Any discrepancies shall be called to the attention of the architect or engineer and shall be resolved before proceeding with the work. Contractor shall provide temporary bracing for the structure and structural components until all final connections have been completed in accordance with the plans. 14201 NE 200 Street, Suite 200 Woodinville, WA 98072 Email: cei @comerstone-engr.com Web: www.cornerstone- engr.00m E co n Ne ns roNe E NCIN RING, R I Phone: (425) 487 -1732 (206) 250-7306 Fax: (425) 487 -1734 Client: Clearwire Date: August 30, 2006 ' Site Name: Tukwila Doubletree CEI No: 06 -49025 Site No: WA- SEA119 -E Prepared By: J. Gibson Page $ IV. Loads /Design Criteria: (IBC 03 & ASCE 7-02) Snow Load: Snow Load = 25 psf Seismic Load (EL): — See calculations Ss = 134.2 %g St = 46.2 %g Seismic Design Category = D Wind Load (WL): — See calculations Wind Speed (Va = 85 mph, Exp. C 14201 NE 200t Street, Suite 200 Woodinville, WA 98072 Email: cei @cornerstone- engr .com Web: www.comerstoneengr.com �C O I N [ NER5T0(VE _ -• CO R S r NE Phone: (425) 487 -1732 (206) 250-7306 Fax: (425) 487 -1734 06-49025 A Double Tree MCE G IAV.v , u.a round Motion - Conterminous 48 States Latitude = 47.454194, Longitude = - 122.260806 Period MCE Sa (sec) ( %g) 0.2 134.2 MCE Value of Ss, Site Class B 1.0 046.2 MCE Value of S1, Site Class B Spectral Parameters for Site Class D 0.2 134.2 Sa = FaSs, Fa = 1.00 1.0 071.1 Sa = FvS1, Fv = 1.54 Spectrum for Site Class D Period MCE Sa (sec) ( %g) 0.000 053.7 T = 0.0, Sa = 0.4FaSs 0.106 134.2 T = To, Sa = FaSs 0.200 134.2 T = 0.2, Sa = FaSs 0.530 134.2 T = Ts, Sa = FaSs 0.600 118.5 0.700 101.6 0.800 088.9 0.900 079.0 1.000 071.1 T = 1.0, Sa = FvS1 1.100 064.7 1.200 059.3 1.300 054.7 1.400 050.8 1.500 047.4 1.600 044.5 1.700 041.8 1.800 039.5 1.900 037.4 2.000 035.6 14201 NE 200th Street, 9200 Woodinville, WA 98072 E -mail: cel @comerstone-engr.com Web: www.comerstone- engr.com Tel: (206) 250-7306 (425) 487 -1732 Fax: (425) 487 -1734 E CoPINEPtSrONE Site Name: Tukwila Double Tree Project: Clearwire By J Gibson CEI No.: 06-49025 Date: 8/18/06 Subject: Lateral Load Design Calculation Seismic Load Calculation for Components and System (Reference: IBC 2003, Section 1621 & ASCE 7, Chapter 9.6, ICBO Seismic Design Parameters 3.10) Seismic Force: 0.2s Spectral Response Acceleration, Site Class B, S, 1.0s Spectral Response Acceleration, Site Class B, S, Site Class Seismic Use Group = 6 High- Occupancy Buildings Site Coefficient per S, & Site Class, F, Site Coefficient per Si & Site Class, F, SMS = FaS8 SM1 = F,S1 (Per ASCE 7.9.6.1.3) Component amplification factor, a. Component Importance factor, I Component operating weight, W, Component response modification factor, R. Height in structure at point of attachment of component, z Average roof height of structure, h Seismic Design Force, F Max. seismic design force, F,,,,,,, Min. seismic design force, Fp„l Seismic Design Force, F = Min. seismic design force, F _ Max. seismic design force, F = Seismic Design Force, F = t342 0.462 D II 1.00 1.54 1.342 0.711 SD5 = 2/3 SMs 5 D1 = 2/3 5).41 Seismic Design Category per SDs = D 0.895 0.474 _ 0.4ao SosWP (1 +2z/h) R P"P 1 . 6 S05l,WP = 0.3SDSI 0.72 W 027 W 1.43 W (IBC 03, Figure 1615(1)) (IBC 03, Figure 1815(2)) (IBCO3, 1615.1.1) (IBC Table 1615.1.2(1)) (IBC Table 1615.1.2(2)) (IBC 03, Eq 16.-38) (IBC 03, Eq 16.-39) (IBC 03, Eq 16.40) (IBC 03, Eq 16.41) 1 (ASCE 7, Table 9.6.3.2) 1 (ASCE 7, Section 9.6.1.5) = WP (lb) 1.5 (ASCE 7, Table 9.6.3.2) 94 (ft) © roof level 94 (ft) (znh need not exceed 1.0) (Eq. 9.6.1.3 -1) (Eq. 9.6.1.3 -2) (Eq. 9.6.1.3 -3) 0.51 W (No one third stress increase allowed) Height Z, (ft) Exposure C Case 1 Case 2 0-15 0.85 0.85 20 0.90 0.90 25 0.94 0.94 30 0.98 0.98 40 1.04 1.04 50 1.09 1.09 60 1.13 1.13 70 1.17 1.17 80 1.21 1.21 90 1.24 124 100 1.28 1.26 200 1.46 1.46 260 1.54 1.54 Velocity Pressure (q Case 1 Case 2 15.37 15.37 18.27 16.27 17.00 17.00 17.72 17.72 18.80 18.80 19.71 19.71 20.43 20.43 21.15 21.15 21.88 21.88 22.42 22.42 22.78 22.78 26.40 26.40 27.84 27.84 Ei I COFINEFISrONE Site Name: Tukwila Double Tree Project: Clearwire By: J. Gibson CEI No.: 06 -49025 Date: 8/18/06 Subject: Lateral Load Design Calculation Wind Velocity Pressure: Basic Wind Speed, V (mph) Exposure Category Building Category Wind Load Importance Factor, l Velocity pressure exposure coefficient, K Topographic Factor, K Wind Directionality Factor, Kd Velocity Pressure, q 0b/f1 pesian Wind Load (Open Buildings & Other Structure) Gust effect factor, G Net force coefficient, Cr Projected area normal to the wind, A (ft Design Wind Loads, F, (Ib/ft) Wind Load Calculation for Other Structure (Reference: IBC 2003, Section 1609 & ASCE 7 -02, Chapter 6.0) 85 (ASCE 7 -02, Figure 6-1) C (ASCE 7 -02, Section 6.5.6) 111 (IBC Table 1604.5) 1.2 (IBC Table 1604.5) See Table (ASCE 7 -02, Table 6-3) 1.00 (ASCE 7 -02, Figure 6-4) = 0.85 (ASCE 7 -02, Table 6-4). = 0.00256K (ASCE 7 -02, Eq. 6-15) 22.78 (ASCE 7 -02, Section 6.5.10) = 0.85 (ASCE 7 -02, Section 6.5.8) = 1.3 (ASCE 7 -02, Figure 6- 19 -22) Af = q.GCfAr lbs = 25.2 psf (A 14201 NE 200th Street, Suite 200 Woodinville, WA 98072 E -mail: cei©comerstoneengr.com Web: www @comerstone- engr.com TEL: 425- 487 -1732 208 -250 -7306 FAX: 425 -487 -1734 Client: Clearwire Date: August 30, 2006 Site Name: Tukwila Doubletree CEI No: 06 -49025 Site No: WA- SEA119 -E Prepared By: I. Gibson Page ' 14201 NE 200 Street, Suite 200 Woodinville, WA 98072 Email: cei @comerstone-engr.com Web: www.comerstone- engr.com Equipment Cabinet Connection C CORNERSTONE N I N _• INC. Phone: (425) 487 -1732 (206) 250-7306 Fax: (425) 487 -1734 C. N S I Heal e ea. o. project'rN1401 11.A P Ol I L locatiog - 41 t4I LA hA q$ 1$S client C4,4 by Jthi date O /le lob checked date sheet no. CEI job no. Ob EQu 1 PMCN V GA8141> r I oom -r k, WCIAttc of LA181N11rt• Se 1_okD: , = 0114eNS1wnr or rhamPAkeNIT CA$I r : 25. x 2s;..a` So .•: 'i4JPC' UNIT: 12.3 x 4.v••). WIND Lon: 19, 2. or,x a s) 25,. + 12.t, s %D.C.:K 2 1 1L Vs/ Inl'D 1.-t40 C2 i- xS LAreakt.. i—CAO C alma �� COIRN £ ITONB project Tuv.a11_a. Da.a.emeze location '¶,&t jILA L k q$1$$ aient CL1 x.4 M by 4D 4 date phi rat checked date sheet no. 9 i CEI job no Ot. -43 62c CH>- 'Fcg- 1d.PU f �.F V = - , F,, .�. F,� � 287 (u IL � t1Ft et - In, -F„ F =43 eiN frt:o= - I6,5F, j Z (lb , S , W t L(50)F0 FK fl zWj Fo f F = 2C1. q 16 f . (00 I U. C SIOA) CezIMressiohl) TVr 1/2.°t 1 s-m Ma- Etta (1 rornc) F . Tao b„ F„e l0,01c4: A= o,L4l4;,, L , E. /A C Zsq. u. /0.0� 04 n Ft Zo .o F F, 2_31 IL. / ' o ,1a1.¢,',, ,14b Io, o k - C" 7 J C c I6 M11-4 Alta 'Th 5' L 13o11C lb /.-44DubS eaW P1 -eIJC CAW oar m La) P Lte £-M Client: Clearwire Date: August 30, 2006 Site Name: Tukwila Doubletree CEI No: 06 -49025 Site No: WA- SEA119 -E Prepared By. J. Gibson Page rp 14201 NE 200 Street, Suite 200 Woodinville, WA 98072 Email: cei @comerstone- engr.com Web: www.comerstone- engr.com Design of Concrete Mounted Antenna Mounts & Connections E COPNERs1roNE � H N O 1 N[[ X 1 N p, 1 N C. Phone: (425) 487 -1732 (206) 250 -7306 Fax: (425) 487 -1734 Ethernet Cable Details for Globals Signal Apps Only: Ethernet/ plenum cable 5/16 " - Belden- ETH -P- TQ- 12- OR -TK -R -BED CLEARWIRE EQUIPMENT SPEC SHEET LMR600- 'A" coax ODU units are mounted directly on MW bracket and connect to the MW with a 12" jumper. ANTENNAS TOWER BTS GPS MW DISH MW DISH PROPOSED RAD CENTER QUANTITY TRANSMIT OR RECEIVE TX/RX TX/RX TX/RX TX/RX MANUFACTURER Stella Doradus • Nextnet (FCC Type Acceptance #: PHX- MMDS- BASE2) Radiowaves Andrew ACUTT TYPES OF ANTENNAS Panel BTS N/A MW Dish MW Dish MODEL # 26 SD98 BTS2500 2000 1-1P2 -23 P2F -52 ANTENNA WEIGHT (Per Antenna) 5.5 Lbs 351bs 12.80Z 27 lbs 18.7 lbs ANTENNA DIMENSIONS (HxWxD) (Indicate feet or inches) 35.8" x 55" x 4.5" 19.3" x 11.3" x 5.1" 6" x 5" 2' 25.1"x 8.2" MOUNT TYPE (Flush, Platform, Pipe, T- frame, etc.) 2" x 54" Pipe Attached to Antennas N/A 2" x 54" Pipe 2" x 54" Pipe MOUNT WEIGHT Approx. 10 lbs N/A N/A Approx. 10 lbs Approx. 10 lbs TX FREQUENCY 2500 -2686 MHz N/A N/A 22075- 23275 MHz 5775 MHz RX FREQUENCY 2500 -2686 MHz N/A 1575.42 MHz 22075 - 23275 MHz 5775 MHz ERP (Watts) 25 Watts 2 Watts N/A 100 Watts 100 Watts ANTENNA GAIN 17 dBi N/A N/A 40 dbi 29 dbi # of LINES PER ANTENNA 1 N/A 1 1 1 LINE TYPE Ethernet N/A ETHERNET RG6 RG6 LINE DIAMETER 5/16" N/A 5/16" 5/16" 5/16" Ethernet Cable Details for Globals Signal Apps Only: Ethernet/ plenum cable 5/16 " - Belden- ETH -P- TQ- 12- OR -TK -R -BED CLEARWIRE EQUIPMENT SPEC SHEET LMR600- 'A" coax ODU units are mounted directly on MW bracket and connect to the MW with a 12" jumper. Ground Cabinet Specs: Model: Cabinet: Pad: Lease Space: Electrical: S tandard Rack Space for Colocati on in Existing Shelter / Building 19" wide 25" deep ( +12" from front rail, -13" from front rail) includes our cables but not access space 45U rack space - a standard 7' rack Cable Specs: Panel Antenna to Tower BTS: Type: Andrew — Heliax LDF - 4' Tower BTS to Cabinet: Type: Batteries: Tx Frequency: Rx Frequency: Modulation type: Bandwidth: DDB Unlimited OD - 50DX 50" x 30" x 30" (HxWxL) 6'x 3' 7' x 7' 240VAC, 40A Main, 25A Average Consumption NextNet power / Ethernet cable Part Number 597- 6013 -0XXX. TEL12 -70, qty 4 GPS: Trimble Acutime 2000, 1575.42mHZ, 6" x 5 ", 12.8oz 2500 -2686 mHz 2500 -2686 mHz OFDM 6mHz/channel `�. COFINERSTONE N C I N C C I, I N O. INC. projectTL.U1t4It 44- DDUIbtCIZCe wcationlWj,Jtu► - vo. 9tits client C-L. ti°tlte br c ► DC1 date p$ pm / bb checked date sheet no. I3 / CEI job no Cffi -41 o2S WALL. AMMAN M4sr pau4r Waver Utse ANtlINIA NDI.tNT (I) ANlvt4t. h (I) 'Brs C2-1 2 j ) '4.'0 DtsWes fdLoo)92 h The (e) C 'C -f-ere ChLA M4E or PaNtitiou WkU.C, *MIA MA-Sr (Q /talk U Vs (2) Z u/LJ DtS 4 (A &Ps �I) t44 Ice4a4s 5Th tar Pie! Sera- t.oAt : F = &' Lai ' (Wac,4T) 051 AN1tNAfl Iwthsr (Wtn10 p1 As mop, op, Q\ ors (2\ 2:4 M/w mu( (,I) ( co 7 2. "i pro or PIPt MI UP 35 IL 7414 I IL lb lad = 2-12-14 0,51 ( I.) hi IL A z IASe 0 220 WIAD LOAD : 17,3 r- 2512Qs� Fos , •4 I.- (as .2Pfq(12,0f'"\ : 3o3 IL WO a O 1O A cbtaz-014 P es icovu lablq a. s 2IL �. 04",151... 2. 30.0;• gis .13 :, 021 ou I2.O .z C a--- E N C I NFRSYONE • 6 N O I N[[ g 1 N O. 1 N O. project location client M date checked date thee no. 1q i CEI job no. Pate mink AtrraJMA MAr (corlse oeme) V � , . z i Ft., , i(303 7 I52— It '-L 4 F,, . t , 1fft.K 2 SID wr Pitt (,ASH A53 C,efoc 8) p = 2 %It» _ l5,42 C CoM-PArt. - t o • 124 Ft, I z 4th C3on.)( - 7 = 532-4•{ La e4 (Li,: A rt I .o1;r S 0 .5.1.4. 1 r r 33 o0 Ft., i (30%0054 'not _ g4 .2q , . Evr o.4 C O.4(5.ok - 14-° L) FI, r 0.106 5 010L C35.0 La.\ 7 \ 23.1 Ls! t� /2A = 3 L 15 yLL1 /(2'` 0:015 �l,o F, F� 14.oLs ± t. . 1 - 1 , 4 4 . / s i b lo3$4 -t. - 1 9 3 1 F,, F L3.1 Lc) 48Et s 4a('z4tAOa"Taa14k:.4) c 43g3. 7leo 1 E )CFtNEF % SWONJE I N[ e l N o. I N o. project location client by date checked date CEI job ro. &tec -e- c. A bit ANIM Il & MAST Ter I caw torICIZM CiMAAMNS u4 (e) 1 DPW vemittpusa (cAbsS-SG OF IS Ris air I l sl+0a- at (2) t /.' tktm V.t,Jtic Lotr tOE exec coral , vrz lb matte vA+.MortrJµttartzta - 62.0 S Cs LtDere- 13 tauter C CO3RNEfRNSONE project location client by date checked date sheet no. CEI fob no. cezev- \IA1,tiw►Jt / P1.Ic 1-0Fl et-T ' 62o I& 5 LI Dt1 13aksar OM S UPS bF ( ?) 155c 3o CoAC.R-CTE C.OU4M$I5. 15" S Nru.1= Scot. V «` Sa olio 11 1' 1 ,44.. 7 I. ‘1•51: 1 10 -=- L 4' f tN. re ct "oio4loocc) s 240 IL Vrc,. - tkv %Lit- vtrw' ` .V)6p•44 // , `` is3o Ls Z 235 Na Z er /z. = I1)5 /2 = l4, IL Vdi V,,p;. /2. = 2-l .ot /2. = I(Aro C ) 156 + Vf c (. o - f *,1 �� �' + {r'►?� ) = o.4°� Li. Cm-1-4 24o Is 23s s 1L ,, use(?) !4t v3/ II /t FJs6ebs-e. r Hum Volt- tour t neAgstoa A -AutpL og- INf$Z Aro? S4ukt- Tb Mwr4r Vk sAtua &X # W- i'a SLto a lithe - r" it CO i5"1(... o Ca Anchor Diameter Fracture Load min. 1/4" 2900 lbs 3/8" 7200 lbs 1/2" 12400 Ms 5/8" 19600 lbs 3/4" 28700 lbs Anchor Diameter Fracture Load min. 1/2" 12400 lbs 5/8" 19600 lbs 3/4" 28700 lbs I0II`TI 1 Anchoring Systems I 1.2 Material Specifications Carbon steel with electroplated zinc All Carbon Steel Kwik Bolt 3, Long Thread Kwik Boll 3 and Rod Coupling Anchors, excluding the 3/4 x 12 and 1 Inch diameter sizes, have the following minimum tensile bolt fracture loads: All 3/4 x 12,1 inch diameter sizes and countersunk Kwik Bolt 3 anchors have anchor bodies with the following minimum mechanical properties Carbon steel anchor components plated In accordance with ASTM B 633 to a minimum thickness of 5 pm. Nuts conform to the requirements of ASTM A 563, Grade A Hex. Washers meet the requirements of ASTM F 844. Expansion sleeves (wedges) are manufactured from carbon steel with the fol- lowing exceptions: • All 1/4 In. diameter anchors. All post -nut series have stainless steel wedges. •The KB3 3/4x12 has stainless steel wedges. •M 1 In. diameter anchors have stainless steel wedges. Carbon steel with hot -dip galvanized (HDG) coating Anchor bodies manufactured from carbon steel meeting a minimum fracture load after forming: Carbon steel anchor components hot -dip galvanized according to ASTM A 153, class C (43 pm min). Nuts conform to the requirements of ASTM A 563, Grade A, Hex. Washers meet the requirements of ASTM F 844. Expansion sleeves (wedges) are manufactured from stainless steel. Stainless steel Anchor Dbdies smaller than 3/4 ", excluding post nut series, are produced from AISI 304 or 316 stainless steel meeting a minimum fracture load after forming: Anchor bodies 3/4" and larger, and all stainless steel post nut series anchor bodies, are produced from AISI 304 or 316 stainless steel having minimum mechanical properties: Nuts meet the dimensional requirements of ASTM F 594. Washers meet the dimensional requirements of ANSI B18.22.1, Type A, plain. Expansion Sleeve for AISI 304 and 316 anchors are made from AISI 316, all nuts and washers for AISI 304 and 316 anchors are manufactured from AfSI 304 and 316, respectively. Combined Shear and Tension Loading + ( U° ) se -- i b (Ref Sechon d 1:x.7 ot20051111tlProdatTechnical Guide) • Refer to Kwik Bolt 3 Specification table under Section 1.3, for a listing and specification of anchor specific and Installation variables. • See Kwik Bolt 3 anchor product line table under Section 1.5 for full list of anchor length (C) and thread length (tS configurations. Visit Hilti Online www.us.hilti.com US www.ca.hilti.com Canada 11 Kwik Bolt 3 Expansion Anchor Anchor Diameter Tensile Strength Yield Strength 5 5/8" 105 ksi min. 90 ksi min. 53/4" 88 ksi min. 75 ksi min. Anchor Fracture Diameter Load min. 1/4" 2900 lbs 3/8" 7200 lbs 1/2" 12400 Ws 5/8" 21900 lbs Anchor Tensile Diameter Strength Yield Strength 2 3/4" 76 ksi min. 64 its( min. 5 5/8" 90 ksi min. 76 ksi min. 2 1■1111.."1 111111 Inc. (US) 1-800-879-8000 I Product Technical Guide 2004 1 Hilti (Canada) Corporation 1 800 - 363 -4458 Anchor Diameter In. (mm) Embedment Depth in. (mm) f = 2000 psi (13.8 MPa) f = 3000 psi (20.7 MPa) f = 4000 psi (27.6 MPa) f, = 6000 psi (41.4 MPa) Tension lb (kN) Shear lb (kN) Tension , lb (kN) Shear lb (kH) Tension lb (kH) Shear lb (kN) Tension lb (kJ) Shear lb (kN) ,�r�s ..�.:� r 1 -17.8. _' ;; (29) . " 30Q s (1.3) i,. 365 (1.6) 530 (2.4) 430 (1.9) 530 (2.4) 550 (2.4) 530 (2.4) :; .�,.^..., , :C f 800 (3.6) 845 (3.8) 715 (3.2) pl) this (2.8) 840 (3.7) 795 (3.5) 6) 755 (3.4) 3/8 (9.5) 1 -5/8 (41) 730 (3.2) 1135 (5) 910 (4) 1275 (5.7) 1095 (4.9) 1420 (6.3) 1090 (4.8) 1480' (6.5) 2 -1/2 (64) 1260 (5.6) 1460 (6.55) 1555 (6.9) 1460' (6.5) 1850 (8.2) 1460' (6.5) 2060 (9.2) 1965 (8.7) 2150 (9.6) 1770 (7.9) 3 -1/2 (89) 1580 (7) 1/2 (12.7) 2 -1/4 (57) 1235 (5.5) 2235 (9.9) 1430 (6.4) 2485 (11.1) 1620 (7.2) 2735 (12.2) 1975 (8.8) 3020' (13.4) 3 -1/2 (89) 1930 (8.6) 3020' (13.4) 2185 (9.7) 3020' (13.4) 2440 (10.9) 3020 (13.4) 3240 (14.4) 2575 (11.5) 2355 (10.5) 3620 (16.1) 4-3/4 (121) 2135 (9.5) 5/8 (15.9) 2 -3/4 (70) 1920 (8.5) 3800 (16.9) 2065 (9.2) 3935 (17.5) 2210 (9.8) 4070 (18.1) 2830 (12.6) 4885 (21.7) 4 (102) 2660 (11.8) 4885 (21.7) 3020 (13.4) 4885 (21.7) 3385 (15.1) 4885 (21.7) 4770 (21.2) 3695 (16.4) 4100 (18.2) 5325 (23.7) 5 -1/2 (140) 3285 (14.6) 374 (19.1) 3-1/4 (83) 2120 (9.4) 4090 (18.2) 2425 (10.8) 4900 (21.8) 2730 (12.1) 5710 (25.4) 3785 (16.8) 5710 (25.4) 4-3/4 (121) 3240 (14.4) 5340 (23.8) 4260 (18.9) 5340 (23.8) 5285 (23.5) 7325 (32.6) 6155 (27.4) 7325' (32.6) 5860 (26.1) 7185 (32) 6-1/2 (165) 4535 (20.2) 7005 (31.2) 1 (25.4) 4 -1/2 (114) 3330 (14.8) 7070 (31.4) 4050 (18.0) 7600 (33.8) 4670 (20.8) 8140 (36.2) 5070 (22.6) 9200 (40.9) 6 (152) 4930 (21.9) 9200 (40.9) 6000 (26.7) 9200 (40.9) 7070 (31.4) 9200 (40.9) 8400 (37.4) 7670 (34.1) 8670 (38.6) 10670 (47.5) 9 (229) 6670 (29.7) 1=III1... I Anchoring Systems I Carbon Steel Kwik Bolt 3 Allowable Loads In Concrete' Kwik Bolt 3 Expansion Anchor 1 Intermediate load values for other concrete strengths and embedments can be calculated by linear Interpolation. 2 Unless otherwise noted, values shown are valid for the shear plane acting through either the anchor body or the anchor threads. 3 Values shown are fora shear plane through the anchor body. When the shear plane Is acting through the anchor threads, reduce the shear value by 10 %. 4 Values shown are for a shear plane through the anchor body. When the shear plane Is acting through the anchor threads, reduce the shear value by 20 %. 5 Values shown are fora shear plane through the anchor body. When the shear plane Is acting through the anchor threads, reduce the shear value by 27 %. Visit Hilti Online www.us.hitti.com US www.ca.hitti.com Canada 4 FIILTa HIM, Inc. (US) 800 - 879.8000 I Product Technical Guide 2004 I HIM (Canada) Corporation 1- 800 - 363 -4458 Load Adjustment Factors for 1/4" Diameter Anchors Adiusbnem Factor 1/4 m. Spacbe Tens bn fAN Edge Distance Tension, film Spacing Shear tAV ESge Distance Shear .1. toward edge lavt 1 hdeep embedment Depw, to. 1 -1/8 22 1 -1A1 22 1 -1/8 22 21-1m 21 1m 21 -1/8 s 1 -1 /8 0.60 - ": 0.80 ; -� -:;: 0.90 h ate _- 1 -11/16 975 993 , " - 994 ; 0.50 0.60 0.83 1 -3/4 078 0.95 -`:' 0.94 '50.52 0.61 0.84 :2'4C1y' 0.85 0.60'. 1:00$ 0.80 0.96 0.90 0.59 0.67 0.86 /- 24/4 0.92 0.64 0.83 0.98 0.91 0.67 0.73 0.89 : ' - 0.99 0.68 0.87 - 7.vl 0.74 0.79. 0.91 c _ 2.. 1 0.93 0.94 0.89 am 0.96 3 -3/8 0.82 0.98 0.96 1.00 1.00 1.00 3-1/2 0.84 1.00 4 u. 0.98 4-1/2 1.00 1.00 4 -3/4 5 Load Adjustment Factors for 3/8" Diameter Anchors Adjustment Factor 3/8 M. Spacing Tension IAN Spacing Shear IAV Ed Distance Shear y . g Fmbedmem Depth, M. 149 22 -1/2 1 4/8 22 -12 1 -5/8 22-12 21-5/8 214/8 21 -5/8 OaMiSiO 1 -5/8 0.60 :.`. 0.80 -, - 0.90 2 0.67 . ": 986 ,' ' 0.92 2 -1/4 972 ' '.' 990 0.93 2 -1/2 0.77 0.60 0.94 0.80 0.94 0.90 0.51 0.61 0.83 3 0.87 0.66 1.00 0.85 0.97 0.92 0.62 0.69 0.87 3 -1/4 t 0.88 0.98 0.92 0.67 0.73 0.89 3 -1/2 t 0.91 ( .77 0.90 3-3/4 1 0.93 .82 0.92 4 0.79 0.96 .86 0.94 4-1/2 0.86 1.00 0.96 0.92 0.94 0.97 5 0.92 0.98 1.00 1.00 1.00 5 -5/8 1.00 1.00 5-3/4 Load Adjustment Factors for 1/2" Diameter Anchors Mast ant Factor 12 M. Spacing Tension WI Spedng Sheer fAV &Am Distance Shear 1 _E8 �9$ € T� i��� Embedment Depth In 2 -1/4 23-12 2 -1/4 4-12 2 -1/4 23-12 22 -1/4 22 -1/4 22 -1/4 2 -1/4 0.60 0.80 `s'..` 0.90 2 -1/2 0.64 . ;,! 983 ' : " 991 3 071. ° ` 989 ;:<,:' 993 3 -3/8 976 ; ` ; 993 t" 994 950 0.60 0.83 3 -3/4 0.81 0.62 0.98 0.82 0.95 0.91 0.56 0.64 0.85 4 -1/4 0.88 0.67 1.00 0.86 0.97 0.92 0.63 0.70 0.87 4-3/4 0.96 0.71 0.90 0.99 0.93 0.70 0.76 0.90 5 1.00 0.74 0.91 1.00 0.93 0.74 0.79 0.91 5 -3/4 0.81 0.97 0.95 0.85 0.88 0.95 6 0.83 1.00 0.96 0.89 0.91 0.96 6 -1/2 0.87 0.97 0.96 0.97 0.99 7 -1/4 0.94 0.99 1.00 1.00 1.00 7 -3/4 1.00 1.00 Edge Distance - Shear h 2 Not 3 hmm- I to edge 1 _ r/h +0.75 3.75 1 away from edge Nh + 5.82 4,3 8.82 Standard Anchor Embedments (in) 1 1m in. :,:. .,1 { /O.:.- . 74 2 .7: hdeep 3 hmin 1 - 5/8 3/8 hp 2 -1/2 hd 3 -1/2 hmn 2 -1/4 1/2 h nom 3 -1/2 h ate 4 -3/4 14 1•I1`TI 1 Anchoring Systems I Influence of Edge Distance and Anchor Spacing on Anchor Performance Visit Hilt! Online www.us.hiiti.com US www.ca.hifi.com Canada KWIK Bolt 3 Expansion Anchor Note: Tables apply for listed embedment depths. Reduction factors for other embedment depths must be calculated using equations below. Spacing - Tension fl„q hataimn _ snit + 0.88 3.13 to, 8./h +0.88 3.13 Edge Distance - Tension MSS h iRN = °Jlya + 2 3.75 h 2 h,,„ fa, - cih8or„ +2 3.75 Spacing - Shear h f4ct sAi +10.25 I AV = 12.5 h 2 h„ Mi na" mm + 10.25 12.5 HIM Inc. (US) 1-800-879-8000 I Product Technical Guide 2004 I Hilti (Canada) Corporation 1- 800 - 363 -4458 Client: Clearwire Date: August 30, 2006 ' Site Name: Tukwila Doubletree CEI No: 06 - 49025 Site No: WA- SEA119 -E Prepared By: J. Gibson Page Za 14201 NE 200 Street, Suite 200 Woodinville, WA 98072 Email: cei @cornerstone- engr.com Web: www.comerstone- engr.com Design of Metal Stud Wall Mounted Antenna Mounts E ENGINEER I N E C R EcoPNensroNE ! E NO 1 R 1 N O. INC. Phone: (425) 487 -1732 (206) 250-7306 Fax: (425) 487 -1734 E 'CCRr.JEPISrONE Protect Tw4t111.ft enustzTizze location 1u1L401 LA OA evA 18$ client Gr.R4R2e date Ore/So)o6 checked date sheet no. Zr CEI job no. bb - 99 025 ANTENNA oNLY I u. Mouth Nolz.1(eiJ wvU- fee4 FPO mats. M,ounieD 1b (:e J 'V azt t %woad- @ ``oc ANTeNl nMAsr ( t,1: vawi) 01 AN1trWA 210 01 sic as u. (11 /C 2 STD 4f Plre- 2tb M - $716 use. 1J. Lotau 5Et5P -tLL L.opd7 t o IS 1 Fs' € 0 • 012 O A1(tonfl.) = S I tL AtslieNINA t..a rst ') 61 AI4fENNP ;An:: = �1 trs / 14,2; kll1._ = 21$,0;, C) 7 ' - 0, 27(i Sib Jr Vita: 2,315. ^ K 154 _ 142.5 ,_' A sc = 3, $'1 1/4411 LOAD , "sr. istr s ( - Foe 1„44.4 (7-5 WAD LOAD Ca1JItOLS pest tal ( - 9$ lL c CPr.JEFISrOr.JE project location client by date checked date sheet no. CEI job no. Dews- AtoeNP4* MAST Vw = z F a = Z CltIL) = g9 IG. M,M,L- 9 F W . ;1-1(4t141 $ fl 1"11. s II.. et 205e IL' Wi' 2 ,k4 STD WT PIPE (mna EK3 (-112-444) 6, E =20.a,o (.s; F= %5.a IC.• D= 2.315 {- 0. is t:. A= 1.0t? l = 0.6(.06;- Q =os6I ;_a r= 0-1% D. "lc.; . IS•4i . Comp 3300 = 114.21 t o•1s4.. F • fv47 0.40F"- o.4a(35.o kc) = l4•o Flo 0 44o 'e = 0.bbC35•bks:)= 23 6.0 C 3J�,.. / 2a _ 3(44441Jc I.os.''") — o.00S - 1. a i 'F r I4.0 Iu: c �. Il�. S 2. st %L.s./o -Ss l ..' — - O. 159 C(•0 F a 23.141 a , At z 4t e �. �b 1340 >lad For E. 4- '1a� D,1: C CORNERSTONE project location client by date checked date sheet no. 7.3 CEI job no. CC.I C0Nt4eonct.t WAI.�_ MC>LIR� Odd-- CONIVIr e.( IS 4` saAar a 24"0.c.. 4 C ostt tAuoe 4 mastpe of 5'PADS Et serAtca E.K- or FWlstl. Use VfrcuvicAlli M�C.e� ezi '- 82o15 SLwet- 'PSrAlafl , ItjPlutL of 2 r Tb atOWE 2` 6 SID PVC To wA . vr, C £ o- 12Ttee,-F _" Rea-t94-9-1- tt Ft o - C. P-0 (try 49.31 (Tosses)) J (IDtIb 111:5 L TR-Y ( 2-) 5igi`id Mm►9. 4301 - 11-112.44 tout Pet-- Sup c 13 2./ T T z 1 42_ _ 4t 3IL 2 o.o + .ct. 'I ALW �AWJ IO •I Io1(S - j� t .5It /2 = 0 .01 2 I. o y „s, 3. l6 It' \/ V) -- V` t,J — 722-t. t •2-4 F. t 121.,,, —y► (try-- 3FW e�� R = 48."1 V =iota, (To3stoa) . use. (2) 'Isu r /1/4-5'114 Sm SI ML `Th4e -u Boling lb Act._ tIft..M.ctinj.Att.¢•6FL&T 4 Stoic SuPt 43a.Atict`V To 30" V301- 3 /Ib Af+y t r tAtu elf tS/ 4 is l 00 00 Pt-ocx4A3 . Iebeai C e ) p4e c. STt* t. 1 cj :OPctNensrCNE C R I N O. IN C R 1 N O. INC. O. project location client by date checked date sheet no. zi4 CEI job no. Attu- 8c oc- C.ar1/414nealon( 'ib M01 SUDS, Tlisr (4\ simegar4 Amt- C-t-LP Mleitir TD Matt' 4c4 Orson $w c-U-0 nom. lro Le) 4" a SMAO S `f1 -`t Co SEI.r 0¢- tLub&f. Sc¢-C1 S (4 TDfl-L) Tb cznWetT S I vAP Suwb kz'4 ct-u' Ptt1/41c,1 ut it h 1)kt- SW) S: C 6 sei..F- ca- luarjy scacicr (A1a� vecgs,I1 Uhaec) Srtekr- (Lo l M = ant, ti F = 3rs It (N'etLS ( T►1 t)St f)L4s t) = t4z l5 � = 2.40 l� 49.x" / *= 12,75 Ir. c' f = (474. / a (Scta' (abet -a 6 .1ASt. (q j 504rsDr S PA4 J(q ltd m f .tuktr 4tc4 W000 SItaucv.YX ID Le 1 Herat- 5fl Q 24'a•c. vtc.t (A) S AI >< 1 NM is 113A-1 (40w -O LON-Well lb IACTAL STUD W rat (4) * 6 sC.4.-r-part 461 scs.ews SCREW SIZE NO. AND TYPE' NOMINAL SCREW DIAMETER (Inch) STEEL PLATE THICKNESS' ALLOWALBE SHEAR LOAD PER FASTENER" ems) ALLOWABLE TENSION LOAD PER FASTENER' PO Gage' Mai Vora Bach) 14 S03 0230 , 0.250 1,109 1,280 12 SID 0.216 ',, 0.1873 1,007 1,102 IOSID 0.190 12 0.1046 594 403 10 PRP 0.190 24 0.239 127 30 8 S/D 0163 12 0.1046 529 358 88/P 0.163 22 0.0299 196 99 6 01D 0.163 24 0.0239 107 48 i REPORT' ER -5454* Reissued April 1, 2002 ICBO Evaluation Service, Inc. • 5360 Workman Mill Road, Whittier, California 90601 • www.lcboes.org Filing Category: FASTENERS - Screws SELF - PIERCING AND SELF -DRILLING /SELF- TAPPING STEEL SCREWS PRIMESOURCE BUILDING PRODUCTS, AN ITOCHU COMPANY 14516 HEATHROW FOREST PARKWAY HOUSTON, TEXAS 77032 1.0 SUBJECT Self - piercing and Self-drilling/Self- tapping Steel Screws. 2.0 DESCRIPTION 2.1 General: PrimeSource Building Products brand screw fasteners are manufactured Thom heat - treated steel and have a coating consisting of zinc plating or phosphate. Screws are either self- plercing/or serf- drilling/self- tapping steel screws, and are available in various nominal shank diameters, ranging from No. 6 to No. 14 [0.138 Inch to 0.250 Inch (3.51 mm to 6.35 mm)], with nominal shank lengths varying from' /, Inch to 6 Inches (11.1 to 152 mm). The available screw -head styles are phillips pan, hex washer, pancake, wafer - modified truss, wafer and bugle, as shown in Figure 1. The screws comply with SAE J78. Allowable fastener loads are as shown In Table 1. Allowable values are for a single shear connection consisting of two steel sheets, of the same material type and thickness, in direct contact. Steel sheets of No. 12, 22 or 24 gage [0.105, 0.029 or 0.024 inch (2.66, 0.76 or 0.61 mm)] thickness must conform to ASTM A 366 CO 1008. Steel sheets '/ inch (6.4 mm) or 3 /, 8 inch (4.8 mm) thick must conform to ASTM A 108. 2.2 Installation: Self- plerdng/ and self- drilling/self- tapping screw fasteners are installed without predrilled holes. Number 6 through No. 14 screw - diameter fasteners must be installed with a screw gun having a minimum speed of 1,500 to 2,500 rpm, and For SI: 1 inch - 25.4 nun, I Ibf - 4.45 N, 1 psi 6.89 kPa. 4 t r4 , PIIP - Phillips head self - drilling S/D - Self - drilling S/P - Self-piercing RETORTS we not to be construed as representing aesthetics or airy other attributes not spectFcally addressed nor are they to be consented as an endorsement of the subject of the report or a recommendation for its use. There 4 no warranty try ICSOEvalration Service. Inc., eapress or implied as to atty./baling or other matter in this report, or as to any product covered by the report. Copyright ® 2002 TABLE 1- ALLOWABLE SCREW LOADS *Corrected, May 2002 Incorporating a depth - sensitive or torque - limiting nose piece. Installed fasteners must protrude beyond the attached members three full threads. The connection is for fastening steel members complying with Section 2.1 of this report. The distance from the center of a fastener to the edge and end of the steel member shall not be less than three times the screw diameter. The minimum edge and end distance for connections subjected to shear force in one direction only may be reduced to 1.5 times the screw diameter in the direction perpendicular to the force. 2.3 Identification: Each carton of fasteners has two labels bearing the trademark Pro Twist" owned by PrimeSource Building Products; the fastener part number; the head style; the size; the point type; the length; the quantity, the purchase order number; and the evaluation report number (ICBO ES ER- 5454), as noted in Figure 2. Heads of all screw fasteners have the letters •PV punched or formed thereon. 3.0 EVIDENCE SUBMITTED Report of shear and tension tests and product description in accordance with the ICBO ES Acceptance Criteria for Tapping Screw Fasteners (AC118), dated July 1996. 4.0 FINDINGS That the Self- piercing and Self -drilling /Self- tapping Steel Screws described in this report comply with the 1997 Uniform Building Code", subject to the following conditions: 4.1 Fasteners are installed In accordance with the manufacturer's Instructions and this report 4.2 Allowable shear and tension values comply with Table 1. 4.3 Allowable loads shall not be Increased due to duration of load, such as wind or earthquake forces. This report Is subject to re-examination In two years. ANSI Page 1 of 2 Page 2 of 2 TABLE 1— ALLOWABLE SCREW LOADS—(Contlnued) 'Steel plate thickness is the thickness for a single sheet. 3 Steel members' / -inch and in thickness shall conform to ASTM A 108, with ammivmmyield strength of 50,000 psi and 40,000 psi, respectively. Steel members No. 12 gage through No. 24 gage in thickness shall conform to ASTM A 366 CQ 1008, with a minimum 33,000 psi yield strength. "Allowable screw loads are based on test methods provided in ALSI CF 92 -1, 'Test Methods for Mechanically Fastened Cold- formed Steel Connections." Safety factor 2.5. 'Allowable values are for a single shear connection consisting of two steel sheets of the same material type and thickness. SELF—DRILLING SCREWS PitalattRast BUGLE HEAD (6S /D) WAFER HEAD (10s/D) SELF— PIERCING SCREWS (S/P) '1 A BUGLE HEAD 6X1 -1/4" 5,000 Pieces SO LBLGmss Weight aatesorn4 � Rte a laws @ t,F7,s sai WAFER MODIFIED TRUSS DEAD (BS/D) llats3 0 Ounts PAN HEAD (10S /D) t tt PANCAKE HEAD HEX WASHER BEAD (10 PEP) HEX WASHER HEAD (8S /P) FIGURE 1— FASTENER TYPES FIGURE 2-TYPICAL LABELS (143/D AND 12S/D) ER -5454 Model No. aitiHib A35 T7138 o1 Cannes- Non 0 �■ Direction of Load na OF/SP - Allowable Loads SPFMF Allowable Loads Code Ref, 339. 88,121 148 II 260 R 320 1337160 335 RIR 275 (133/160) wee 290 225 Cr 170 170 - .170 145 145 145 3 ICI■ 260 320 345 225 275 290 Ca 260 315 - 315 225 270 270 0 150 150 150 130 130 130 Fr 450 450 450 450 450 450 Fa f . 6 4 5 68 . 450 555 600 A35F LTP4 G Itimmutia. 445 555 595 6 • 97,121 J I.� 645 670 445 555 595 H III3n 645 670 445 555 595 LTP5 6 G 520 595 595 445 510 510 160 G Max 610 630 630 525 540 540 J 520 555 555 445 475 475 H 520 555 555 445 475 475 S I f' JArtir LTP4 /LTP5 /A34/A35 Framing Angles & Plates The larger LTP5 spans subfloor at the top of the blocking or rim joist. The embossments enhance performance and the min /max nailing option allows for design flexibility. The LTP4 Lateral Tie Plate transfers shear forces for top plate -to -rim joist or blocking connections. Nail holes are spaced to prevent wood splitting for single and double top plate applications. May be installed over plywood sheathing. The A35 anchor's exclusive bending slot allows instant, accurate field bends for all two- and three -way ties. Balanced, completely reversible design permits the A35 to secure a great variety of connections. MATERIAL: LTP4/LTP5-20 gauge; all others-18 gauge FINISH: Galvanized. Some products available In stainless steel or Z -MAX; see Corrosion - Resistance, page 6 -7. INSTALLATION: • Use all specified fasteners. See General Notes. • A34 —Use 8- 8dxlrW nails. • A35 —Use 12.8dx1+h' nails. • A35 —Use 9-8dx1 +h' nails for connection types At, E, C1. • A35 —Bend one time only. • LTP4 -lase 12 -BdxlW nails. • LTP5—Use 12- Bdx1 +k' nails; G Max use 14- 8dx11k' nails. CODES: See page 12 for Code Listing Key Chart. ft Available wtth additional genes/on protection. Cheek with Mtn.. . Allowable loads are for one anchor. When anchors are I stalled on each side of the Dist, s5 the mi mum joist thicknes Is T. g 2. Roof loads are 125% of floor loads unless limited by ot er criteria. 3. Some llustrations show co necdons that could cause cross -grain tension or bends g of the wood during loading if not reinforced sufficiently. In this case, mechanical reinforcement should be considered. 4. G and H direction only: LTP can be installed over W plywood with 8dx154' nails and tO achieve .72 of the listed loa , or over W and achieve .64 of the listed load. 8d commons will achieve 100% load. 5. The LTP5 may be installed over sheathing up to +4:' thick with no reduction in load when 8d common (0.131' la. a 2W) nails are used. 8. NAILS: 8tlxi %. 8.131" dla x114" tong. o See page 16-17 for other all sizes antl Information. 6 4 � Chimney Framing 5 LTP4 attaching Top Plates to Rim Joist Joists to Plate with A Leg Inside Joists to Beams A35 SIMPSON Stroh a LIPS Studs to Plate with B Leg Outside Ceiling Joists to Beam LTP4 Installed over Plywood Sheathing 6 LTP5 Installed over Plywood Sheathing 6 169 Client: Clearwire Date: August 30, 2006 ' Site Name: Tukwila Doubletree CEI No: 06 -49025 Site No: WA- SEA119 -E Prepared By: J. Gibson Page 2 % 14201 NE 200t Street, Suite 200 Woodinville, WA 98072 Email: cei@cornerstone- engr.com Web: www.comerstone- engr.com References 1) Minimum Design Loads for Buildings and Other Structures, American Society of Civil Engineering (ASCE 7 -02), 2003. 2) International Building Code (IBC 2003), International Code Council, 2003. 3) Building Code Requirements for Structural Concrete (AC/ 318), American Concrete Institute. 1995. E coFtNcns1roNE Phone: (425) 487 -1732 (206) 250-7306 Fax: (425) 487 -1734 • ill =LIP al 4.iJ J..iviAw .(OY.UgJNY«O.Yh:M J' 7i inn gig No s p Ei co V U) 2 R " g a 4 a 8 N 1 3 0 0 u W 4 - • • 03-01 -2007 TODD WALTON 5808 LAKE WASHINGTON BL, STE 300 KIRKLAND WA 98033 RE: Permit Application No. D06 -396 16500 SOUTHCENTER PY TUKW Dear Permit Applicant: City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director In reviewing our current permit application files, it appears that your permit application applied for on 10/18/2006 , has not been issued by the City of Tukwila Permit Center. Per the International Building Code and/or the International Mechanical Code, every permit application not issued within 180 days from the date of application shall expire by limitation and become null and void. Your permit application expires on 04/16/2007 . If you choose to pursue your project, a written request for extension of your application addressed to the Building Official, demonstrating justifiable cause, will need to be received at the Permit Center prior to your expiration date of 04/16/2007. If it is determined that an extension is granted, your application will be extended for an additional 90 days from the expiration date. In the event you do not receive your written request for extension, your permit application will become null and void and your project will require a new permit application, plans and specifications, and associated fees. Thank you for your cooperation in this matter. xc: Permit File No. D06 -396 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206- 431 -3670 • Fax: 206 -431 -3665 ACTIVITY NUMBER: D06 -396 DATE: 10 -18 -06 PROJECT NAME: CLEARWIRE DOUBLETREE SITE ADDRESS: 16500 SOUTHCENTER PY X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Issued DEPARTMENTS: Building Division Public Work "I ►Ud.. q U- *-f1lo DETERMINATI9N OF COMPLETENESS: (Tues., Thurs.) Complete Comments: PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROU NG: Please Route Structural Review Required ❑ No further Review Required REVIEWER'S INITIALS: Approved ❑ Notation: Documents/routing slip.doc 2.2802 APPROVALS OR CORRECTIONS: REVIEWER'S INITIALS: 511 &k)C /I -1i PSI Fire Prevention 4 Pla rung Division Structural Incomplete Approved with Conditions Ei ❑ Permit Coordinator ❑ DUE DATE: 10 -19-06 Not Applicable ❑ DATE: DUE DATE: 11-16-06 Not Approved (attach comments) ❑ DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: License Information License TOWERS *010M6 Licensee Name TOWER STRUCTURES Licensee Type CONSTRUCTION CONTRACTOR UBI 601957796 Ind. Ins. Account Id Business Type CORPORATION Address 1 2567 BUSINESS PARKWAY Address 2 City MINDEN County OUT OF STATE State NV Zip 89423 Phone 7752671308 Status ACTIVE Specialty I GENERAL Specialty 2 UNUSED Effective Date 7/26/1999 Expiration Date 4/21/2007 Suspend Date Separation Date Parent Company Previous License TOWERSI101 MR Next License Associated License Business Owner Information Name Role Effective Date Expiration Date HOPKINS, STEVEN R 01/01/1980 HOPKINS, CLAIRE 01/01/1980 C T CORPORATION SYSTEM AGENT 01/01/1980 Look Up a Contractor, Electrician or Plumber License Detail Page 1 of 2 Washington State Department of Labor and Industries General/Specialty Contractor A business registered as a construction contractor with L &I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Bond Information Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date TRAVELERS CAS & Until https: // fortress .wa.gov /lni/bbip /printer.aspx ?License= TOWERS *010M6 03/16/2007 x x x x x x x x x x