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HomeMy WebLinkAboutPermit D06-101 - Cingular Wireless - Upgrade Communciations FacilityCINGULAR WIRELESS 5711 S 152 ST D06 -101 tukwila City of Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 1157200370 Address: 5711 S 152 ST TUKW Suite No: Tenant: Name: CINGULAR WIRELESS Address: 5711 S 152 ST, TUKWILA WA Owner: Name: SP- HAMPTON ASSOCIATES LIMIT Address: PO BOX 73669, PUYALLUP WA Contact Person: Name: BOB DYER Address: 208 WESTLAKE AV N, SEATTLE WA Contractor: Name: SUMMIT SOLUTIONS GROUP LLC Address: PO BOX 1224, SISTERS OR Contractor License No: SUMMISG955NK Value of Construction: $24,000.00 Type of Fire Protection: NONE Type of Construction: Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N DEVELOPMENT PERMIT Expiration Date:08 /12/2007 DESCRIPTION OF WORK: UPGRADE AN EXISTING WIRELESS COMMUNICATIONS FACILITY TO INCLUDE THE REPLACEMENT OF EXISTING ANTENNAS, ADD SCREENING, NEW EQUIPMENT CABINETS IN THE BSEMENT, AND UPGRADING ELECTRICAL SERVICE FROM 100A TO 200A. Fees Collected: Uniform Building Code Edition: Occupancy per UBC: Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: Hauling: N Start Time: End lime: Land Altering: Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: Moving Oversize Load: Start Time: End lime: Sanitary Side Sewer: Sewer Main Extension: Private: Public: Storm Drainage: Street Use: Profit: N Non - Profit: N Water Main Extension: Private: Public: Water Meter: N doc: Devperm Permit Number: DO6-101 Issue Date: 04/12/2006 Permit Expires On: 10/09/2006 Phone: Phone: 206 490 -3805 Phone: 541 549 -6620 $776.07 006 -101 Printed: 04 -12 -2006 doe: Devperm City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 ** Continued Next Page ** 006 -101 Printed: 04 -12 -2006 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Permit Center Authorized Signature: I hereby certify that I have read and F mir his permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complie with, whether specified herein or not. The granting of this regulating constru Signature: doc: Devperm Date: 0 it does not presume to give authority to violate or cancel the provisions of any other state or local laws r th performance of work. I am authorized to sign and obtain this development permit. Date: Print Name: 'oS b ` et. 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. D06 -101 Printed: 04 -12 -2006 Tukwila City of Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 1157200370 Address: 5711 S 152 ST TUKW Suite No: Tenant: CINGULAR WIRELESS 1: ** *BUILDING DEPARTMENT CONDITIONS * ** PERMIT CONDITIONS Permit Number: D06 -101 Status: ISSUED Applied Date: 03/24/2006 Issue Date: 04/12/2006 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: 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. 5: 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). 6: 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. 7: ** *FIRE DEPARTMENT CONDITIONS * ** 8: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 9: The total number of fire extinguishers required for an ordinary hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 1,500 sq. R. of area. The extinguisher(s) should be of the "All Purpose" (2A, 20B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 3 -2.1) 10: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied. Hangers or brackets shall be securely anchored to the mounting surface In accordance with the manufacturer's installation Instructions. Portable fire extinguishers having a gross weight not exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 5 feet (1524 mm) above the floor. Hand -held portable fire extinguishers having a gross weight exceeding 40 pounds (18 kg) shall be Installed so that its top is not more than 3.5 feet (1067 mm) above the floor. The clearance between the floor and the bottom of the installed hand -held extinguishers shall not be less than 4 Inches (102 mm). (IFC 906.7 and IFC 906.9) 11: Fire extinguishers shall not be obstructed or obscured from view. In rooms or areas in which visual obstruction cannot be completely avoided, means shall be provided to indicate the locations of the extinguishers. (IFC 906.6) 12: Extinguishers shall be located in conspicuous locations where they will be readily accessible and immediately available for use. These locations shall be along normal paths of travel, unless the fire code official determines that the hazard posed indicates the need for placement away from normal paths of travel. (IFC 906.5) doe: Conditions D06 -101 Printed: 04 -12 -2006 doc: Conditions City of Tukwila * *continued on next page ** Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 13: Fire extinguishers require monthly and yearly Inspections. They must have a tag or label securely attached that indicates the month and year that the Inspection was performed and shall identify the company or person performing the service. Every six years stored pressure extinguishers shall be emptied and subjected to the applicable recharge procedures. If the required monthly and yearly Inspections of the fire extinguisher(s) are not accomplished or the Inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10, 4 -3, 4 -4) 14: Install a fire dept. keybox at the entrance to the equipment room.(Applications available from the Tukwila Fire Dept.). 15: Provide a clearly labeled emergency power shut -off switch. 16: Install a "cell site equipment" sign on equipment room entrance door. 17: Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 18: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. D06 -101 Printed: 04 -12 -2006 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 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. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws regulating construction or the performance of work. Signature: " ✓/ Date: 4/Z-/°C Print Name: doc: Conditions D06 -101 Printed: 04 -12 -2006 SITE LOCATION Site Address: CONTACT PERSON Name: Mailing Address: E -Mail Address: CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite-100 Tukwila, WA 98188 q:ttpennib plusticc changestpcmiit application (7 -2004) Revised 6-8-05 bh 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 ** 3"711 3 1S2 " 57 Tenant Name: CIM68a LA. W iA€..6 ts-s Property Owners Name: }4A04rro Al 4556c. Lt-r, Mailing Address: 5711 /$L" 5r Company Name: CO 11.flesTOA1 E Cu C8. Mailing Address: /4 ' 20 1 N E tco 5f M Contact Person: 4tg . repi-004 Company Name: CotsCESTVAt1E- EucTt Mailing Address: 142.01 NE Zc:0 5? Page I Building Permit No. Mechanical Permit No. (For office use only)_. _ . c, . • King Co Assessor's Tax No.: 11.512 70 Suite Number: TKVtLA wh City L m DissaJ4 -- ?A-CtfIC Cent}. Day Telephone: ZOO. 440.380S 2-0$ 4Jp , g cE tale Al 5c.tna _e tuft `7$109 City State Zip hely ta•cows Fax Number: 3-06 •410. GENERAL CONTRACTOR INFORMA ON - (Mechanical Contractor information on back page) Company Name: TB D Mailing Address: City Contact Person: Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: * *An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance ** City 0001,1•44 I LL L A . City Contact Person: A-t4Rs- OL 50 J Day Telephone: E -Mail Address: Fax Number: New Tenant: ❑ Yes a..No q'818F1 State Zip State Floor. 1.0cobwlrLt6 WA- 98072. State Zip Day Telephone: �S. 487. 173 7- E -Mail Address: Fax Number: 42S. 4g 1 7 34 Zip W,- ggo7 State Zip 4 - 4187. 1 73 z 47-5:4S7 . 1734 W TUKWILA W ARCHITECT OF RECORD - All plans must be wet stamped by Architect of Record ENGINEER OF RECORD - All plans must be wet stamped by Engineer of Record BUILDING PERMIT INFORMATION — 206431 -3670 Valuation of Project (contractor's bid price): $ 24. O W Existing Building Valuation: $ AJ Al Scope of Work (please provide detailed information): (n Nene ,4$ A flshA+G t AroLES.s Lammu ic4no4S RAg isrt To =nlr, t n& ^r+4E R6?t.A.ce-AgAn- nil El( set AJ. A TTGA M4S ADD SCOG /1-016, /J C - U.1 EGUlPHerr CA41 ge Z:7O !AS4ACAT. /4AA tCPCR 4DtAJ6 ALCCr IO#L. 56RJICe FR-oR 1004 'to zcn4 Will there be new rack storage? ❑..Yes '...No If "yes ", see Handout No. for requirements. Provide All Building Areas in Square Footage Below PLANNING DIVISION: 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 for 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: 0.. Sprinklers ❑..Automatic Fire Alarm •..None ❑ ..Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? •.. Yes Q No If - yes", attach list of materials and storage locations on a separate 8 -1/2 z 11 paper indicating quantities and Material Safety Data Sheets. VRt-34 GEL £f.CtrRPu3(7 - E LEAD AaD SirnE- a16s . q: \\pmnils plus\icc changes\permit application (7-2004) Revised. 64-05 bit Page 2 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC l Floor 2 " Floor 3 Floor Floors thru Basement 5Z4 T _ uAacu P� Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck BUILDING PERMIT INFORMATION — 206431 -3670 Valuation of Project (contractor's bid price): $ 24. O W Existing Building Valuation: $ AJ Al Scope of Work (please provide detailed information): (n Nene ,4$ A flshA+G t AroLES.s Lammu ic4no4S RAg isrt To =nlr, t n& ^r+4E R6?t.A.ce-AgAn- nil El( set AJ. A TTGA M4S ADD SCOG /1-016, /J C - U.1 EGUlPHerr CA41 ge Z:7O !AS4ACAT. /4AA tCPCR 4DtAJ6 ALCCr IO#L. 56RJICe FR-oR 1004 'to zcn4 Will there be new rack storage? ❑..Yes '...No If "yes ", see Handout No. for requirements. Provide All Building Areas in Square Footage Below PLANNING DIVISION: 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 for 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: 0.. Sprinklers ❑..Automatic Fire Alarm •..None ❑ ..Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? •.. Yes Q No If - yes", attach list of materials and storage locations on a separate 8 -1/2 z 11 paper indicating quantities and Material Safety Data Sheets. VRt-34 GEL £f.CtrRPu3(7 - E LEAD AaD SirnE- a16s . q: \\pmnils plus\icc changes\permit application (7-2004) Revised. 64-05 bit Page 2 PUBLIC WORKS PERMIT INFORMATION - 206- 433 -0179 Scope of Work (please provide detailed information): Mr) f) ?u$L1C. U.) Water District b...Tukwila ❑...Water District #I25 ❑ ...Water Availability Provided Submitted with Application (mark boxes which apply): ❑ ...Civil Plans (Maximum Paper Size — 22" x 34 ") ❑ ...Technical information Report (Storm Drainage) ❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) Proposed Activities (mark boxes that apply): ❑ ...Right-of-way Use - Nonprofit for less than 72 hours ❑ ...Right-of-way Use - No Disturbance ❑ ...Construction/Excavation/Fill - Right-of-way Non Right -of -way ❑...Total Cut ❑...Total Fill q.\\pumits plus■cc changes tpennit application (7 -2004) Revised' 6-8 -05 hh cubic yards cubic yards ❑...Sanitary Side Sewer ❑ ...Cap or Remove Utilities ❑...Frontage Improvements ❑...Traffic Control ❑ ...Backflow Prevention - Fire Protection Irrigation Domestic Water ❑...Permanent Water Meter Size... WO# ❑...Temporary Water Meter Size.. WO# ❑ ...Water Only Meter Size WO# ❑ ...Sewer Main Extension Public _ Private _ ❑ ...Water Main Extension Public _ Private Call before you Dig: 1 ❑ .. Abandon Septic Tank ❑ .. Curb Cut ❑ .. Pavement Cut ❑ .. Looped Fire Line Page 3 ❑ .. Highline ❑ .. Work in Flood Zone ❑ .. Storm Drainage Please refer to Public Works Bulletin #1 for fees and estimate sheet. ❑ .. Renton Sewer District ❑...Tukwila ❑... ValVue ❑..Renton ❑..Seattle ❑ ...Sewer Use Certificate ❑...Sewer Availability Provided ❑ .. Approved Septic Plans Provided ❑ ...Septic System - For onsite septic system, provide 2 copies of a current septic design approval by King County Health Department. ❑ .. Geotechnical Report ❑...Traffic Impact Analysis ❑ .. Maintenance Agreement(s) ❑...Hold Harmless ❑ .. Right -of -way Use - Profit for less than 72 hours ❑ .. Right -of -way Use — Potential Disturbance ❑ .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding ❑ ...Deduct Water Meter Size FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) ❑...Water ❑...Sewer ❑...Sewage Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: city State Zip Water Meter Refund/Billing: Name: Day Telephone: Mailing Address: city State Zip Unit Type: Qty Unit Type: Qty Unit Type: Qty Boiler /Compressor: Qty Fumace<100K BTU Air Handling Unit >10,000 CFM Fire Damper 0 -3 HP /100,000 BTU Fumace>100K BTU Evaporator Cooler Diffuser 3 -15 HP /500,000 BTU Floor Furnace Ventilation Fan Connected to Single Duct Thermostat 15 -30 HP /1,000,000 BTU Suspended/Wall/Floor Mounted Heater Ventilation System Wood/Gas Stove 30 -50 HP /1,750,000 BTU Appliance Vent Hood and Duct Water Heater 50+ HP /1,750,000 BTU Repair or Addition to Heat/Refrig /Cooling System Incinerator - Domestic Emergency Generator Air Handling Unit <10,000 CFM Incinerator— Comm /Ind Other Mechanical Equipment Signature: Print Name: 'nR MN) I Date Application Accepted: q penmu pluNcc cbanaestpermit application (7-1004) Revised_ 6-8-05 Ni MECHANICAL PERMIT INFORMATION — 206 -431 -3670 MECHANICAL CONTRACTOR INFORMATION Company Name: N Mailing Address: City State Zip Contact Person: Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: * *An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance ** Valuation of Project (contractor's bid price): $ Scope of Work (please provide detailed information): / JO M CO444904- Woa z Use: Residential: New .... Replacement....❑ Commercial: New .... Replacement....❑ Fuel Type: Electric ❑ Gas....❑ Other: Indicate type of mechanical work being installed and the quantity below: PERMIT APPLICATION NOTES - Applicable to all permits in this application= 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. 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). 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 OWN A ORIZED AGENT: Mailing Address: 308 WEST Asle Page 4 Day Telephone: ZO6. 4? 0 . City Date: 24 Mae ©C State eggyy Zip Date Application Expires: f/►(24/ Staff Initials: City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 1157200370 Address: 5711 S 152 ST TUKW Suite No: Applicant: CINGULAR WIRELESS Receipt No.: R06 -00496 Payment Amount: 472.12 Initials: 7EM Payment Date: 04/12/2006 12:57 PM User ID 1165 Balance: $0.00 Payee: ODELIA PACIFIC CORPORATION TRANSACTION LIST: Type Method Description Amount Payment Check 1536 472.12 ACCOUNT ITEM LIST: Description BUILDING - NONRES STATE BUILDING SURCHARGE RECEIPT Account Code Current Pmts 000/322.100 467.62 000/386.904 4.50 Permit Number: D06 -101 Status: APPROVED Applied Date: 03/24/2006 Issue Date: Total: 472.12 4494 04/13 9710 TOTAL 472.12 doc: Receipt Printed: 04 -12 -2006 Parcel No.: Address: Suite No: Applicant: Receipt No.: Initials: User ID: Payee: Payment ACCOUNT ITEM LIST: Description doc: Receipt City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 1157200370 5711 S 152 ST TUKW CINGULAR WIRELESS R06 -00399 3EM 1165 ROBERT DYER TRANSACTION LIST: Type Method Check 8335 PLAN CHECK - NONRES Description RECEIPT Account Code 000/345.830 Permit Number: Status: Applied Date: Issue Date: Payment Amount: 303.95 Payment Date: 03/24/2006 04:18 PM Balance: $472.12 Amount 303.95 Current Pmts 303.95 Total: 303.95 D06 -101 PENDING 03/24/2006 3909 03/27 9716 TOTAL 303.95 Printed: 03 -24 -2006 Project: A 7t. 7e4Z L Type of Inspection: G ).,. � p U Addres 5 / S / to Called: Speciflnstructions: S; L-(5.- Date Wanted: ! -� 07 cla F s Requester: / // ✓r%f Phone No: Z > -2 , //1 INSPE ON NO. CITY OF TUKWILA BUILDING DIVISIO 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: Date:/ if $58.0 INSPECTION F REQUIRE to inspection, fee st be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: INSPECTION RECORD Retain a copy with permit (206)431 - 6 Project: (/N Gl //4R Wt114Fft5 Type of P42442 //t/C Corrections required prior to approval. Address: 57 s / S2 sl Date Called: C OMMENTS: Special Instructions: �� et (S Date W n d: a 4 „__, 6 m e �' Requester: Phone No: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 spe R eefpt No.: Nati I - 2 t $5 .00 REINSPECTION 1jEE REQUIRED. or to inspection, fee must be pa' at 6300 Southcenter Blvd., Suite 1 Call to sechedute reinspection. 'Date: (206)431 -3670 oved per applicable codes. Corrections required prior to approval. C OMMENTS: iU{ lIntnI — (Pyi.ciJ <�C J 2 ? P o -11 0 ,p, (. ufl� (, meat / '� INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 spe R eefpt No.: Nati I - 2 t $5 .00 REINSPECTION 1jEE REQUIRED. or to inspection, fee must be pa' at 6300 Southcenter Blvd., Suite 1 Call to sechedute reinspection. 'Date: (206)431 -3670 Project: G , 5t4 l a r IA) ry /1s y Type of Inspection: f >t f'.ha Address: 57// S /52_ 57 • Suite #: Contact Person: C w2sj Lc/7mo-, Special Instructions: Phone No.: t -G - 7,. - r'8 -17z Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: INSPECTION NUMBER ✓ Approved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206 - 575 -4407 COMMENTS: v ;U r'nq 1 n4 Inspector: 5/ -/ Date: /y / Hrs.: $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from ity of Tukwila Finance Department Call to schedule a reinSpection. Word /Inspection Record Form.Doc 1/13/06 Cog - col PERMIT NUMBERS El Corrections required prior to approval. T.F.D. Form F.P. 113 COMMENTS: Type of Inspection: ,.. Fire Alarm: 0 E,c nNc -)anSf4t t NC'cnS lb (k +41.41 b Contact Person: CA4A- LI= N 11i 4'j r Special Instructions: (7) N crc ) 1∎Qr FDEPT. &ems, X n0,<2 SAC - ,rkAc r: n re 1 slit 1- CJknP■ 1-r" V • C 1 t t y L40, . " E vh rt(2 r 1C» po JJ 2 GVT o l---F " SW vT Project: C, N 6 u L A R U i 2 Ete sS Type of Inspection: ,.. Fire Alarm: Address: 59 S, 1 ST Suite #: Contact Person: CA4A- LI= N 11i 4'j r Special Instructions: Phone No.: Vzs zy; - 996z Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: INSPECTION NUMBER Approved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT Word/Inspection Record Form. Doc 1/13/06 m ot -10I PERMIT NUMBERS 444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407 -- 6rrections required prior to approval. Inspector: W / 5 1 Z Date: jZ /is /U Hrs.: Ve $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from Ci of Tukwila Finance Department. Call to schedule a reinspection. T.F.D. Form F.P. 113 File: D06- &lot 35mm Drawing #1r(c, Prepared By: Checked By: Prepared Date: CEI Project No.: CORNET SIrONE E N G I N E E R I N G , I N C. CIVIL • STRUCTURAL . SURYL) 14201 NE 200 Street, Suite 200 Woodinville, WA 98072 Email: cei@comerstone-engr.com Web: www.comerstone- engr.com Structural Calculations For FILE Con Permit No. pj>n • SEATTLE UMTS INTEGRATION C. X angular WIRELESS Cingular Wireless Site Name: 1 -5 & 1 -405 Site Number: SC1870 (WA647) 5711 South 152 Street Tukwila, WA 98188 King County Jonathan D. Gibson, E.I.T. Mark W. Olson, P.E. March 16, 2006 06- 20002 -WA647 CITY OF TUKINILA MAR 29 2(100 PERMIT CENTEH Comprehensive Design Solutions for Your Project Success! Phone: (425)487 -1732 (206) 250 -7306 Fax: (425) 487 -1734 REWEWEDFOR CODE COMPLIANCE e000n!pf APR 0 7 2006 City Of ltikwila RI ITT IITNr. nil/may EXPIRES: 07/15/ 1795 t lXlo- Project: 1 -5 & 1-405 (WA647) Date: March 16, 2006 Client: Cingular Wireless Prepared By: 7. Gibson CEI No.: 06- 20002 -WA647 Page 1 I. Scope of Work 2 II. Conclusions and Recommendations 2 III. Design Criteria 2 IV. Analysis of RF Transparent Screen 3 V. References 12 14201 NE 200 Street, Suite 200 Woodinville, WA 98072 Email: cei @cornerstone- engr.com Web: www.comerstone - engr.com TABLE OF CONTENTS E COFNc?s1r o NJE Phone: (206) 250 -7306 (425) 487 -1732 Fax: (425) 487 -1734 Project: I -5 & 1-405 (WA647) Date: March 16, 2006 Client: Cingular Wireless Prepared By: J. Gibson CEI No.: 06- 20002 -WA647 Page 2 I. Scope of Work Provide structural analysis and design for the addition of the Cingular Wireless telecommunications antennas mounted in an existing elevated cupola upon a roof of an existing building. The proposed telecommunications equipment is located at 5711 South 152n Street, Tukwila, King County, WA. The existing elevated cupola loads are transferred into the existing building and into its foundation. The information in this report summarizes the requirements for construction of structural elements and is in conformance with the 2003 International Building Code. The engineering of such structural elements and connections are designed to resist the vertical (gravity) and lateral (seismic or wind) loading particular to this existing and proposed structure. Unless noted otherwise, all means and methods used shall be in keeping with good and generally accepted construction practices. II. Conclusions and Recommendations The existing elevated cupola is structurally adequate to support the proposed loads due to additional telecommunications antenna and its screening. The proposed RF transparent screening will be structurally adequate to support the loads according to the IBC 2003 Building Codes. Please refer to the following calculations and supporting Structural drawings as well as the Architectural drawing package. General contractor shall verify all existing dimensions, member sizes and conditions prior to commencing any work. All dimensions of existing condition shown on the calculation are intended as guidelines only and must be verified in field. 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. III. Loads /Design Criteria: (IBC 03 & ASCE 7) See calculations 14201 NE 200'" Street, Suite 200 Woodinville, WA 98072 Email: cei @comerstone- engr.com Web: www.comerstone - engr.com E, , N G EcoFNJEF ERSN I Phone: (206)250 -7306 (425) 487-1732 Fax: (425) 487 -1734 Project: 1 -5 & 1 -405 (WA647) Date: March 16, 2006 Client: Cingular Wireless Prepared By: .1. Gibson CEI No.: 06- 20002 -WA647 Page 2 i 14201 NE 200 Street, Suite 200 Woodinville, WA 98072 Email: cei @cornerstone- engr.com Web: www.cornerstone- engr.com Analysis of RF Transparent Screen C • COrIN C PSISONE Phone: (206) 250 -7306 (425) 487-1732 Fax: (425) 487 -1734 WA647 I -5 & 1 -405 MCE Ground Motion, - Latitude = ,47.466083, Period,MCE sa (sec),( %g) 0.2 ,135.8,MCE Value 1.0 ,046.8,MCE value Spectral Parameters 0.2, 135.8, Sa = Fass 1.0, 71.6, Sa = Fv51 Spectrum for ,Site Ci Period, MCE Sa (sec) , (%g) 0.000,054.3,T = 0.0, 0.105,135.8,T = To, 0.200,135.8,T = 0.2, 0.527,135.8,T = Ts, 0.600,119.4, 0.700,102.3, 0.800,089.5, 0.900,079.6, 1.000,071.6,T = 1.0, 1.100,065.1, 1.200,059.7, 1.300,055.1, 1.400,051.2, 1.500,047.7, 1.600,044.8, 1.700,042.1, 1.800,039.8, 1.900,037.7, 2.000,035.8, ,Conterminous 48 States Longitude =,- 122.262333 of 5s, Site Class B of 51, site class B for , Site Class D , Fa = , 1.00 Fv = , 1.53 ass D sa = 0.4Fass sa = FaSs Sa = FaSs Sa = Fass Sa.= Fv51 I -5 & 1 -405 Page 1 m C CO R NEnslrONE l "-a J E N G, N E E R I N G. INC. Site Name: WA647 I -5 & 1-405 Project: Cingular Wireless By: J. Gibson CEI No.: WA647 Date: 03/15/2006 Subject: Lateral Load Design Calculation Seismic Force: 0.2$ Spectral Response Acceleration, Site Class B, S, 1.0s Spectral Response Acceleration, Site Class B, S Site Class Site Coefficient per 5, & Site Class, F Site Coefficient per S & Site Class, F„ SMS = FaS, SM1 = F„S SOS = 2/3 SMs SDI = 2/3 SM1 Seismic Design Category per SOS Seismic Load Calculation for Components and System (Reference: IBC 2003, Section 1621 & ASCE 7, Chapter 9.6) (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 = 1.6S Min. seismic design force, Fp0Nn = 0.3SDs1pWP Seismic Design Force, F Min. seismic design force, F _ Max. seismic design force, F,, .,, _ Seismic Design Force, F (ASD) = = 1.358 = 0.468 = D 1.00 1.53 1.358 0.716 = 0.905 0.477 = D 1 1 Wp 2.5 53 53 0.4apSDSWp (1 +2z/h) R 0.43 W 0.27 W 1.45 W 0.31 W (IBC 03, Figure 1615(1)) (IBC 03, Figure 1615(2)) (IBC 03, 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) (ASCE 7, Table 9.6.2.2 or 3.2) (ASCE 7, Section 9.6.1.5) (lb) (ASCE 7, Table 9.6.2.2 or 3.2) (ft) (ft) (Eq. 9.6.1.3 -1) (Eq. 9.6.1.3 -2) (Eq. 9.6.1.3 -3) 14201 NE 200th Street, Suite 200 Woodinville, WA 98072 E -mail: cei @comerstone- engr.com Web: www @comerstone- engr.com TEL: 425 -487 -1732 206 - 250 -7306 FAX: 425-487 -1734 Height Z, (ft) Exposure B Case 1 Case 2 0 -15 0.70 0.57 20 0.70 0.62 25 0.70 0.66 30 0.70 0.70 40 0.76 0.76 45 0.79 0.79 50 0.81 0.81 60 0.85 0.85 70 0.89 0.89 80 0.93 0.93 90 0.96 0.96 100 0.99 0.99 160 1.13 1.13 200 1.20 1.20 Velocity Pressure (q,) Case 1 Case 2 11.01 8.96 11.01 9.75 11.01 10.38 11.01 11.01 11.95 11.95 12.34 12.34 12.73 12.73 13.36 13.36 13.99 13.99 14.62 14.62 15.09 15.09 15.56 15.56 17.77 17.77 18.87 18.87 rZ R I N a. 1VE 1 1 -. CO ENG NE NEER,ry G. R E Site Name: WA647 I -5 & 1-405 Project: Cingular Wireless By: J. Gibson CEI No.: WA647 Date: 03/15/2006 Subject: Lateral Load Design Calculation Wind Velocity Pressure: Basic Wind Speed, V (mph) Exposure Category Building Category Wind Load Importance Factor, kg,, Velocity pressure exposure coefficient, K, Topographic Factor, K Wind Directionality Factor, Ka Velocity Pressure, q,, (Ib /ft (Reference: IBC 2003, Section 1609 & ASCE 7 -02, Chapter 6.0) Design Wind Load (Open Buildings & Other Structure) Gust effect factor, G Net force coefficient, C Projected area normal to the wind, A (ft Design Wind Loads, F, (lb/ft) 85 (ASCE 7 -02, Figure 6 -1) = B (ASCE 7 -02, Section 6.5.6) = H (IBC Table 1604.5) 1.0 (IBC Table 1604.5) See Table (ASCE 7 -02, Table 6 -3) 1.00 (ASCE 7 -02, Section 6.5.7) 0.85 (ASCE 7 -02, Table 6-4). = 0.00256K,K (ASCE 7 -02, Eq. 6 -15) 12.73 (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,GC lbs 14.1 psf (A 14201 NE 200th Street, Suite 200 Woodinville, WA 98072 E -mail: cei @cornerstone - engr.com Web: www@cornerstone- engr.com TEL: 425 -487 -1732 206 - 250 -7306 FAX: 425 -487 -1734 Co is " .0 f 1 1 K., c. 19.4 ISC 19.f" C NESrONE . N C[ R 1 N O. 1 N O. wa>ecs VIA104.1 r-% T.'4x wcatonTv ww4LA 1 1 t:% if% dateo3 / K / o 4, client CAM( tA a,Prrt_ checked date sheet no. CEI job no. YJA (4kcz L 1.1424.1eCC Fee WA'u_ ivtAt. t, S714 v.zupittr of +c'F x t/ : A 7Ci(zs n c erptio • r7- 04-.1r r 23.13fk vJ :C (65 L. t /4" Fe? A • QS -o■oc 1,1c1-) = IS.ZB (k' Wrie ( Ser t«S77 lb L-1)- l lf 1 _I VV , C1. f U')(5,t44 • C Ib L TOTkl = bj.sl4.+- r{Sf4- rstnIt - 111.1 tL S'Ets •1A [- Loam) C: o. 3 rbz,� a all (1rim kL)s MOO Loft OOP LoN 4DJC .k • LI 4 A Fe? 'F 3t Iptitt.Tcx rtzvx■otA; CP•Src) 33 -15 Ncr Z.to • 1 /4" FRP sc .a nLl '. M MP = 2 -5 ( L -- L3)< -3w Y-1- FRP $Y Pt&cTeC Put_-tt2.l.trtw1 (c .jr 4�ttvt�s) Itil 1.o"1 plk tt• . %= f$.I PAC ` • � a. _ (_14 1 ,4)0. .2 (4') = 2-5 11. cEY ORNEF3SIrONE proles Wf - Lq7 r-s 4) t-Hi5 iocanon 411.0 - 4A 1$18 $ client f4UJZa1AAL/'[¢ by date o3hS /o l checked date sheet no. CEI job no. (*Se- 1.11 Al - I.OPO ft t&ict C! 4744 t/4 1 p� PotT� F toc egTier ar o'Nsfx'k FR-e 13' Reitz e4L A- 13 i.` P • 4.a1 r= 1.15. r= I.sa F� a 2433 e ' 12,2-00 9,; Mot- IS.s,„= I.54A o'' C .S•F f r V 21."I'f r a VMti, ` 1 2 1 1 e J T 2 LL 2 2 I Czi 14- /kJ' 2tH = 2- (o.'Z.C)( JMA/z II.( 2411 P ' 23.3 ( I. l r I I Ad 5 r 'O.o cc l. !t Iz 110.2 K.; 12 R &Lfl ' S4 oa.l ke 2.25 , - W . o A w' Zv' tvLAI z I50 .2 11.•:./± 3 'F - -��:". r o, o0a ,mac I.c Fy Ib2oo C. CORNERSVONE C N D I N C C R I N O. I N C. Prb location client by date checked date sheet no. qi CEl job no. C iteA - IZIV Q + yi 5 4 1 / 4 =P 02 k - -t.,, = l L 7 Mrvi•/g : 12G6, f. k..: / I n i . z 2 87 , CO .SCI s ern I. z 0, 0 22 c (. rcap //II ����,,���� ���� t�` 132no e n �/ pt t-4- c CI Lie 7)47 sc % L.o>Jt& LIM t fro.1(>ii -er) �vt • 2C'I .� / ( IV) or or thou • D . RSt W tk Sup01 i vf/ GP that NW's" foe- kt - t — 13a1.'ttX) C-044r no . try1 ov.m 1 Prrz Ib.ab x.4010 _ cdt 4 V. a T f•-• � 0. 11 c .0 1 2'333 • U `G- )(t +11 p Kt 101.53 M1 j =- �� ° irt.44 it 14 44w' 4 (I #"` )(2 k °Io+ -1 S4- =12s4..4µ c III,I0 Ic E onNeRsroNE project location client by date checked date sheet no. V CEI job no. CAeac. . S'z-w of LM S44- 4 WC, Cat) 1.- z C -er' C , SWC n r 2-Stab IL Fw z 257.1I1. _ ( � > 92.0 5ez%n '6 -0 t5 • L $t (.t) IIC 0 ,L S t o t Pc1., sc.42-v r4G ry saa r T - EoT'rwwl 4,0+1c, to s pt t -e F ze ends 'lam vJO‘3D 'mix - 1 -" ai I+oLE C. WI INTO D 4h■• x Vf FoR SerilttMMM o SC4Z'l (.-we o'1? eAc- -k l St-Y.l v.l ) Lora4r L-Ato scati..1 LT`{? or 4 ?eE '?0yr01,4 q 4{x`{u 1 Fa 13 ` '* glAt tr��utnP-r n 13Y Pc tL -Tex. 'PAt-1 to -Slay4 [') Woo t Lac-tan 1JCt l �•F a-P Sc do & W/ t /¢ SeLe TkPtr t, he4 Scat .' o.c, s&Rad2.e MENta ' 1 ? ¢ 14 (..wr IN10 Q 'bc1-0/ -Ft-P b ' kH%-V4 1' t l'y XS" L 16, LPC sc, w Cr.-) WotD IbLoct.+nl& 4 pace-1,02_ E!Y CF%NEF%S.rONE I N E C R I N O. 1 N O. Project location client M date checked date sheet no. i t/ CEI job rro. cooticzxvit..ts ro- re t ace6 a r *4 tbstC (.0t4 NtZ�Ti i 7= • 7'` (det4Act.- µMD 'Pow CA !.:. F-9.4 u 4-k* A( ftP L 3y-3s 14 x 3e L_0•441 5 4 1 Svir a b Cf MCC erev-k (( 2 SW t.1Prt.1- ez4 \ 2,yek STUD Lipeu _ I 1 n 5i HOVE LAC Fal- SCI M1/4/4 of 5/) w q S tAntSrittr > t. Fg.? a -14+ Sk svtPGO5. 4 GP tfsx kit CT'(r or Au- c.atiPJ cLmaIx1 `/ : HVLt Ct FOR- Sce Ut- S t) • Y 5i/flew°1 Poot_TS Project: 1 -5 & 1405 (WA647) Date: March 16, 2006 Client: Cingular Wireless Prepared By: J. Gibson CEI No.: 06- 20002 -WA647 Page 1i 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) Manual of Steel Construction (ASD), American Institute of Steel Construction Inc., 9' Ed.1999. 4) Structural Engineering Library Ver. 5.8, EnerCalc Engineering Software, 2004. 14201 NE 200' Street, Suite 200 Woodinville, WA 98072 Email: cei @cornerstone- engr.com Web: www.comerstone- engr.com References CCORNERS G I NEER I 'd S • ENGINEERING. INC Phone: (206) 250 -7306 (425) 487-1732 Fax: (425) 487 -1734 rims r I. PRODUCT IDENTDHCATION .. MANUFACTUltat CHEMIdAL/TRADE NAME Maintenance Free Battery Exidc Technologies (asused-onliths) Valve Regulated Battery 13000 Deerfkid Parkway, 314. 200 Sealed Lead-Aeid Battery Alpharetta. GA 30004 CHEMICAL FAMILY/ - Electric Storage FOR INFORMATION CLASSIFICATION Primary: mac= Engineering end Consulting, Inc. .. Attention: DeLyn Thompson (770)421-3364 Secondary: Environmental, Salty & Health DATE ISSUED: February 24. Anendon: Fred Ganster (610) 9214052 Page 1 of : FOR EMERGENCY CHEMTREC (S00)424-9300 ammntEc INTERNATIONAL (703) 527-3187 24-bour Entergency Response Contact Ask for Envircmmental Coordinator BilE 1 CODE COMpa ROODAMC 2005 APR 0 720 - Collect V A IterAt . Oty Of Tnkv, 11. HAZARDOUS INGREDIENTS/IDENTITY INFORMATION RI ITITITNt nw. AN Approximate Mr Exposure Limits (pile) Components CAS Number % by Ws OSHA ACGIH NIOSI1 Inorganic cornpotmds of Lead Tin Calcium Silver Aluminum 7439-92-1 7440-31-5 7440-70-2 7440-224 7429-90-5 60-6E 0.30 0.03 0.005 0.00e SO 2000 10 5000 50 2000 - 100 10000 50 2000 10 5000 Electrolyte (hydrogol) Sulfuric Add (Diluted sulfuric add in solid state. percentage add: 32.5% percentage water: 61.534) Silicon dioxide 7664-93-9 60676-86-0 17-22 4-6 1000 N/A 200 N/A 1000 N/A Case Materiel: Polypropylene 9003-07-0 4-12 N/A N/A N/A NOTE: Inorganic lead and electrolyte (water and mulfUrie add soludon) ere the primary components of every battery manuthctured by Exide Technologies or its subsidiaries. Other ingredients may be present depended upon battery type. Polypropylene h tho principal ease material of automodve and commercial battesics. ILL PHYSICAL DATA - ELE.CIROLYTE Hotline Point 203° F-240° F (for S.G. ranee) Specific Gravity (H 1.230 to 1.350 Melting Point Not Applicable Vapor Pressure (mm Hg) 77° F 17 toll (for te. range) Solubility In Water 100% Evaponstion Rate (But)l acinaterl) Less Than 1 Vapor Density (Antal) Greater than 1 Appearance and Odor A white transparent gel; no apparent odor. A battery is a manufactured article; no apparent odor. % Voladies by Weight Not Applicable , RECElell tal I V Ul- TUKWILA IV. FIRE AND EXPLOSION HAZARD DATA Flash Point: Not Applicable MAR 2:1W ZUUb Flammable Limits: LEL 'IL I% (HYdreeen Gas in sir) ; Ula. ■ 74.2% pcnmirCENTCH Extinguishing media: CO foam; dry chendeal Sped', Fire Fighting Procedures: Use positive pressure. self-contained breathing apparatus Beware of acid splatter during water application and wear acid- resistant clothing. gloves, face and eye protection. If batteries are on charge, shut off power to the charging equipment, but note that strings of series ecumeeted batteries may still pose risk of cheat shock even when charging equipment is shut down. . MAR-27-2006 HON 02:48 PH ODELIA PACIFIC •EXIDE TIECHN 0.0 GI ES Page 1 of 5 FAX NO, 2064903839 P. 02 FILE Con MATERIAL SAFETY DATA SHAM* NCI lons. '7Ize • �rT NCE n 6 Ha gnu IV. FIRE AND EXPLOSION HAZARD DATA (CONTINUED) Unusual Fire and Explosion Hazards: In operation, batteries generate and release flanunable hydrogen gas. They must *ways be assumed to contain this pas which, if ignited by bunting cIgarotte naked flame or spark, may cause battery explosion with dispersion of casing fragments and corrosive liquid electrolyte Candidly follow manufacturer's instntctlons for Installation and service. Keep away all sources of gas ignidon and do not allow metallic articles to simultaneously contact the negative and positive terminals of s battery. V. REACTIVITY DATA Stability: Stable g Unstable _ Conditions to Avoid: Prolonged overcharge at high current sources of ignition. Incompatibility: (materials to avoid) eF1e trnMe: Contact with combustibles and organic materials may cause fire and explosion. Also reacts violently with strong reducing agents, metals, sulftar irked a gas, strong oxidisers. and waxer. Contact with metals may produce toxic sulfur dioxide flames and may release flammable hydrogen gas. grad cmmmnuntls; Avoid contact with strong acids, bases, halides. halogenates, potassium nitrate, permanganate, peroxides, nascent hydrogen, and reducing agents. Hazardous Decomposition Products : Sulfur trioxide, carbon monoxide, sulfuric meld mist, sulfur dioxide. hydrogen sulfide. ) rM1 rmmnnrmllq: Temperatures above the melting point are likely to produce toxic metal fimm, vapor, or dust; contact with strong acid or bast or presence of nascent hydrogen may generate highly toxic arsine gas. VL HEALTH HAZARD ban Routes of Entry: BltcliglyM: Harmful by all routes of entry. Lead compounds: Hazardous exposure can occur only when product Is heated above the melting point, oxidized or otherwise processed or damaged to create dust, vapor, or fume. Inhalation: : Breathing of sulflule acid vapors or mists may cause severe respiratory irritation. Lead compoumdc: Inhalation of lead dust or fumes may cause irritation of upper respiratory tract and lungs. Ingestion: $lectrolytc: May cause severe irritation of mouth, throat, esophagus, and stomach. Lead comnnunrla: Acute ingestion may cause abdominal pain, nausea, vomiting. diarrhea, and severe cramping. This may lead rapidly to systemic toxicity. Skin Contact : Severe ignition, burns, and ulceration. Lead compounds_ Not absorbed through the skin. . • Eye Contact Elba: Severe Irritation, bums, cornea damage, blindness. Lard compounds: May cause eye irritation. Effects of Overexposure - Acute: $Iectrolvtc: Severe akin irritation, damage to comea may cause blin css, upper respiratory irritation. Lead compounds: Symptoms of toxicity include headache, fatigue, ominal pain, loss of appetite, muscular aches and weakness, sleep disturbances. and irritability. Effects of Overexposure. Chronic: • Electrolyte: Possible erosion of tooth enamel; inflammation of nose. throat, and bronchial tubes. MAR -27 -2006 MON 02:49 PM ODELIA PACIFIC Page2of FAX NO. 2064903839 P. 03 . MAR -27 -2006 MON 02:49 PM ODELIA PACIFIC Page 3of5 FAX NO. 2064903839 P. 04 Vi. HEALTH HAZARD DATA (CONTINUED) tad comnounds: Anemia; neuropathy. particularly of the motor nerves, with wrist drop; kidney damage; reproductive changes in both malts and females. Carcinogenicity: gleetrolvte: The National Toxicology Program (NTP) and the international Agency for Research on Cancer (IARC) have classified "strong Inorganic acid mist containing monde ric acid" as a Category 1 carcinogen, a substance that Is carcinogenic to humans. This classification does not apply to sulfuric acid sohutons in static liquid state or to electrolyte in batteries. Batteries subjected to abusive charging at massively high currents The prolonged periods of time without vent caps in place may create a surrounding atmosphere of the offensive strong Inorganic acid mist containing sulfuric acid. Lad connnunda: Listed as a 213 carcinogen, likely In animals at extreme doses. Proof of carcinogenicity in humans is lacking at present Medical Conditions Generally Aggravated by Exposure: Overexposure to sulfuric acid mist may cause lung damage and aggravate pulmonary conditions. Contact of electrolyte (water and minute acid solution) with akin may aggravate skin diseases such as eczema and contact dermatitis. Contact of ekatoiyte (water and sulfuric acid sohttion) with eyes may damage cornea and/or cause blindness. Lead and its compounds eon aggravate some forms of kidney, liver, and neurologic diseases. Emergency and Fiat Ald Procedures: Inhalation: R1ret n1Her : Remove to fresh air immediately. If breathing is difficult, give oxygen. Lend comnotmds: Remove from exposure, gargle, wash nose and lips; consult physician. Ingestion: : Give large quantities of wafer, do not induce vomiting; consult physician. Leg compounds: Consult physician immediately. Skin: Electrolyte: Flush with large amounts of water for at least 15 minutes; remove contaminated clothing completely. including shoes. )tad cmmnotmds: Wash immediately with soap and water. Eyes: Llfajnlyte aryl I "td compnnnds. Flush immediately with large amounts of water for at least 15 minutes; consult physician immediately. VII. PRECAUTIONS FOR SAFE (HANDLING AND USE Handling and Storages (No hazards under normal usage as the Mirk acid is immobilized in a gel structure) Store batteries under roof in cool, dry, well- ventilated areas that are separated from incompatible materials and from activities that may crcatc flames, spark, or heat Keep away from metallic objects that could bridge the terminals on a battery and create a dangerous short- circuit Single batteries pose no tisk of electric shock but there may be increasing risk of electric shock from strings of connected batteries exceeding three 12-volt units. Charging: There is a possible risk of electric shock from charging equipment and from strings of series connected batteries. whether or not being charged. Shut -off power to chargers wherever not in use and before detachment of any circuit connections. Batteries being changed will generate and release flammable hydrogen gas. Charging space should be ventilated. Keep battery vent caps in position. Prohibit smoking and avoid ovation of flames and sparks nearby. Wow fix and eye protection when near bameries being charged. Spill er Leak Procedures: Stop flow of material. contain/absab small spills with dry sand, earth, and vermiculite. Do not use combustible materials. If possible, aaeiblly neutralize spilled electrolyte with Soda ash, sodium bicarbonate, lime, etc. Wear add - resistant clothing, boots, gloves, and fact shield. Do rsor allow discharge of ten- aarrraIhed add to newer. Neutralized acid must be managed in accordance with approved IdcaI, state, and federal requirements. Consult state environmental agency and/or federal EPA Waste Disposal Methods: Spent batteries: Send to secondary lead smelter for recycling. Electrolyte: Place neutralized slurry into scaled acid resistant containers and dispose of as hazardous waste, as applicable. Large water diluted spills, after neutralization and taxing, should be managed in accordance with approved local, state, and federal requirements. Consult state environmental agency and/or federal EPA. VU. PRECAUTIONS FOR SAFE HANDLING AND USE (CONTINUED) Precautionary Labeling: POISON - CAUSES SEVERE BURNS DANGER - EXPLOSIVE GASES CORROSIVE - CONTAINS SULFURIC ACID KEEP AWAY PROM CHILDREN VIUL CONTROL MEASURES • Engineering Controls and Work Practices: Store and handle In weft- ventilated area. Ifinechanical ventilation is used, components must be acid - resistant. Handle batteries cautiously in w upright position. Make certain vent caps are on securely. If battery case Is damaged, avoid bodily contact with internal components. Wear protective clothing. aye and face protection, when charging or handling batteries. Respiratory Protection: None required under normal conditions. When concentrations of sulfuric acid mist arc known to exceed FELL, use NIOSH or MSHA.approved respiratory protection. Protective gloves: None required under nomad conditions. if battery case is damaged, rubber or plastic acid- resistant gloves with elbow- length gauntlet. Eye Protection: None required under normal conditions. If battery case is damaged, chemical goggles or tan shield. Emergency Flushing: In areas where water end sulfuric acid solutions are handled in concentrations greater than 1%, emergency eyewash stations and showers should be provided, with unlimited water supply. Other Protection: Acid - resistant apron. Under severe exposure oramergency conditions. wear acid-resistant clothing, gloves. and boots. DL OTHERREGULATORYiNFORMATION NFPA Hazard Rating for sulfuric acid: Flammability (Red) - 0 Health (Blue) - 3 Reactivity (Yellow) - 2 Sulfuric acid Is water- reactive ff concentrated. TRANSPORTATION: Wet (filled with electrolyte) batteries are regulated by U.S. DOT as hazardous material, as provided in 49 CFR 173.139; Proper Shipping Name: Battery, wet. tilled with acid Hazard Class/Dlvision: S ID Number: UN2794 Packing Group: m Label Required: Corrosive Note: Exida batteries which bane met the test requirements for 'non- spillable wet electric storage batteries," as provided in 49 CFR 173.159(4) and IATA/ICAO, are non - regulated when protected against short circuits, kept uptight, and secumly packaged. Contact your Exide representative to determine which non - spillable batteries have ma these requirements. RCRA: Spent lend -acid batteries are not regulated as hazardous waste when recycled. Spilled sulfuric acid is a characteristic hazardous wastes EPA hazardous waste number DIK2 (conosivity). CERCLA (Suporfund) and EPCRA: • (a) Reportable Quantity (RQ) for spilled 100% sulfuric acid under CERCLA (Snperfund) and EPCRA (Emergency Planning and Community Right to Know Act) 1s 1,000 lbs. State and local reportable quantities for spilled sulfuric acid may vary. (b) Sulfuric acid is a listed "Extremely Hazardous Substance" under EPCRA, with a Threshold Planning Quantity (TPQ) of 1,000 lbs. (c) EPCRA Section 302 notification Is required if 1,000 lbs or more of sulfbric add is present as one site. An average automotive/cooaneretal battery contains approximately 5 lbs. of sullbrle add. Contact your Bxide representative for additional information. (d) EPCRA Section 312 Tier Two repotting is required for non - automotive batteries if sulfuric acid is present in quantities of 500 lbs or more and /or if lead is present in quantities of 10,000 Ibs or more. . MAR-27-2006 NON 02:50 P11 ODELIA PACIFIC FAX NO. 2064903839 P. 05 Page 4 of 5 IX. OTHER REGULATORY INFORMATION (CONTINUED) (e) Supplier Notification: This product contains toxic chemicals that may be reportable undo EPCRA Section 313 Toxic Chemical Release Inventory (Form R) requirements. For a manufacturing facility under SIC coda 20 through 39, the following information is provided to enable you to complete the required reports: Approximate Toxic Chemical CAS Number % by Weight Lead 7439 -92 -1 ' _ 6041 SullbrieAcid/Water Solution 7664 -93-9 17 -22 If you distribute this product to other manufacturers In SIC Codes 20 through 39, this information must be provided with the first shipment of each calendar year. Note: The Section 313 supplier notification requirement does not apply to batteries That ere "consumer products". CAA1 Exide Technologic' supports preventative actions concerning ozone depletion in the atmosphere due to emissions of CFCs and other ozone depleting chemicals (000s), defined by the USEPA as Class 1 substance. Pursuant to Section 611 of the Clean Air Act Amendments (CAM) of 1990, finalized on January l9, 1993. Exide established a policy to eliminate the use of Class I ODC's prior to the May 15, 1993 deadline. TSCA: ingredients in Exidds batteries are listed in the TWA Registry as follows: CAS NO Thai= Electrolyte Mint acid (H 7664 -93 -9 Listed Inorganic Lead Compound Lead (Pb) 7439-92 -1 Listed Lead Oxido (PbO) 1317 -364 Listed Lead Sulfate (PbSO 7446 -142 Listed Calcium (Ca) 7440-70 -2 Listed 'Lb (Sn) 7440 -31 -5 Listed Silver(Ag) 7440-22-4 Listed Aluminum (AI) 7429-90-5 Listed CANADIAN REGULATIONS: All chemical substances in this product are listed on the CEPA DSUNDSL or are exempt from list requirements. CALIFORNIA PROPOSITION 65: "WARNING: This product contains lead, a chemical Imown to the Stale of California to cause cancer. or birth defects or other reproductive harm." PREPARED BY: ENVIRONMENTAL, SAFETY AND HEALTH DEPARTMENT EXIDE TECHNOLOGIES 13000 DEERFIEr D PKWY., BLDG_ 200 ALPHARETTA. GA 30004 VENDEE AND THIRD PERSONS ASSUME THEM= OF INJURY PROXIMATELY CAUSED BY THE MATERIAL W REASONABLE SAFETY PROCEDURES ARE NOT FOLLOWED AS PROVIDED FOR IN THE DATA SHEET, AND VENDOR SHALL NOT BE LIABLE FOR INJURY TO VENDEE OR.THIRD PERSONS PROXIMATELY CAUSED BY ABNORMAL. USE OF THE MATERIAL EVEN IF REASONABLE PROCEDURES ARE FOLLOWED. ALL PERSONS USING THIS PRODUCT, ALL PERSONS WORKING IN AN AREA WHERE THIS PRODUCT IS USED. AND AI.I. PERSONS HANDLING THIS PRODUCT SHOULD BE FAMIIdAR WITH THE CONTENTS OF THIS DATA SHEET. THIS INFORMATION SHOULD BE EFFECTIVELY COMMUNICATED TO EMPLOYEES AND OTHERS WHO MIGHT COME IN CONTACT W1TH THE PRODUCT. WHILE THE INFORMATION ACCUMULATED AND SET FORTY HEREIN IS BELIEVED TO BE ACCURATE AS OF THE DATE HEREOF. MIME TECRNOTOGIFS MAKES NO WARRANTY WITH RESPECT THERETO AND DISCLAIMS ALL LIABILITY FROM RELIANCE THEREON. RECIPIENTS ARE ADVISED TO CONFIRM IN ADVANCE OF NEED THAT ME INFORMATION IS CURRENT, APPLICABLE, AND SUITABLE FOR THEIR PARTICULAR CIRCUMSTANCES. ANY PHOTOCOPY MUST BE OF THIS ENTIRE DOCUMENT . MAR -27 -2006 MON 02 :50 PM ODELIA PACIFIC Page 5 of 5 FAX N0. 2064903839 P. 06 12- 064006 BOB DYER 208 WESTLAKE AV N SEATTLE WA 98109 RE: Permit No. D06 -101 5711 S 152 ST TUKW Dear Permit Holder: City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director In reviewing our current records the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code and/or the International Mechanical Code, every permit issued by the Building Division under the provisions of this code shall expire by limitation and become null and void if the building or work authorized by such permit is not: commenced within 180 days from the date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days. Based on the above, you are hereby advised to: Call the City of Tukwila Inspection Request Line at 206 -431 -2451 to schedule for the next or final inspection. This inspection is intended to determine if substantial work has been accomplished since issuance of the permit or last inspection; or if the project should be considered abandoned. Thank you for your cooperation in this matter. xe: Permit File No. 006 -101 If such determination is made, the Building Code does allow the Building Official to approve one or more extensions of time for additional periods not exceeding 90 days each. Extension requests must be in writing and provide satisfactory reasons why circumstances beyond the applicants control have prevented action from being taken. In the event you do not call for the above inspection and receive an extension prior to 01/20/2007, your pemtit will become null and void and any further work on the project will require a new permit and associated fees. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206-431-3670 • Fax: 206- 431 -3665 ACTIVITY NUMBER: 006 -101 DATE: 03 -29 -06 PROJECT NAME: CINGULAR WIRELESS SITE ADDRESS: 5711 S 152 ST X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Issued DEPARTMENTS: A WO 4 Building Division Liu PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ill ,L, Fire Prevention Public Works E Structural LiV&nu, 4^hacyp DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: APPROVALS OR CORRECTIONS: Documents/routing slip.doc 2 -28-02 Incomplete ❑ q.44 ❑ anning Permit Coordinator ❑ DUE DATE: 03-30-06 Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROU ING: Please Route Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: DUE DATE: 04-27-06 Approved ❑ Approved with Conditions 0 Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: License Information License SUMMISG955NK Licensee Name SUMMIT SOLUTIONS GROUP LLC Licensee Type CONSTRUCTION CONTRACTOR UBI 602227432 Ind. Ins. Account Id PARTNER/MEMBER Business Type LIMITED LIABILITY COMPANY Address I PO BOX 1224 Address 2 City SISTERS County OUT OF STATE State OR Zip 97759 Phone 5415496620 Status ACTIVE Specialty 1 GENERAL Specialty 2 UNUSED Effective Date 8/12/2005 Expiration Date 8/12/2007 Suspend Date Separation Date Parent Company Previous License Next License Associated License Business Owner Information Name Role Effective Date Expiration Date CORPORATION SVC CO AGENT 08/12/2005 SCHNEIDER, PAUL R PARTNER/MEMBER 08/12/2005 Look Up a Contractor, Electr? or Plumber License Detail 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 Until Page 1 of 2 https: // fortress. wa. gov /lni/bbip /printer.aspx ?License= SUMMISG955NK 04/12/2006 REVIEWED CODE COMPLIANCE e, ®dQa�� /f1a(li APR 0 7 Z006 aty Of Tukwila 4�I III nTmr MiTr*T(INI X cing,ular WIRELESS No chaangs dM be ntede M the of work wkhoa * prier appmwM of Tukwlla Btti dit Dilrbdm NOTE:.ReAslom will require a new plan wWrAW and may Indude additnel peen review fees. VICINITY MAP ---] � UP 9 t y� IN �- f6lstPl \, 4�ro^- • r--1 L'\ `' 182nd PI ``t �. , \ ,• C,l gn - i- ���: -'� .,,_ � o, S 173rd St - -� �: • . ,L s F^ {C�yrxa__Y v.��•.!/I! /y''� `�(C,,�rGi.��. y�. ,�'c��`,?:'`y'' �' •�!} •R '�,6,�SPa'•�''� -_�7 � � • .., Yf'., f �+r�•• : k�,_..- _�. %17 L'.�� • -.:i. 1 I 1 -5 & 1 -405 5711 S 152ND ST TUKWILA, WA 98188 C1 870 (WA647) GENERAL LOCATION MAP - Il CeaAe ` 1 ',1, `` : ` �,� �,i_'•_'` N? � . e nN a L.�;�,r.,`•'a -r.,� .� f 1 Ha Net eaeh 4 ,� Olan�ll' s ur6 •I,y ` ' q ` e.ip '� tr - iT+lial \.'VidOalt HE Sunulgl 16th S``W 1 f -+i n 1� 9 � ,• �I �ry • Y '�� 'y' UWI Inn a •,� 11 aY �: '_�( H phland Palk Mo 128 t a �( mglo W! glIts wy ,r=RGa. mea::; .;,. i ,� 1ST•- .') gory NeIghts s 'lJ'1r 1 �'Casoadrt atone 3- ^,.•r R1Al(p'ok'+ .'1 ,��' F.a woo�e )`n,.. >I� �•, c s•`;. J \ :`ti f�I Bi neon Hill I an 2y Pa Al' 5:'10008 102011 5t. L ~�(���// j+I- (821itliSt_'► -Eli _ ��--�. E•astHllpMaq' i,jn-�: DRIVING DIRECTIONS FROM REDMOND: TAKE WA -520 WEST TOWARD SEATTLE; TAKE THE 1-405 SOUTH EXIT TOWARD RENTON; TAKE THE SOUTHCENTER BLVD EXIT TOWARD SOUTHCENTER MALL; TURN LEFT ON MACADAM RD S; TURN RIGHT ON S162ND ST, ARRIVE AT SITE. , APPROVAUSIGN OFF OF CONSTRUCTION DRAWINGS DWG. NO. CONSULTANT GROUP SIGN OFF DATE SIGNATURE CINGULAR SIGN OFF DATE SIGNATURE CONSTRUCTION COORDINATOR TELECOMMUNICATIONS COMPOUND PLAN RF ENGINEER UNOCCUPIED SITE AQUISITION: LANDLORD'S REPRESENTATIVE CITY OF TUKWILA CONTACT: DANIEL BAUM INTERCONNECT PHONE: (206) 661 -8053 A•8 PROJECT MANAGER ZONING AGENT: ANTENNA SWEEP TEST OPERATIONS CONTACT: PAUL WOZNIAK SITE LOCATION: (BASED ON NAD 83) SITE ACQUISITION LATITUDE: 47.27' 67.9"N COMPLIANCE LONGITUDE: 122.16 44.4" W ZONING' TOP OF STRUCTURE: 53.00' AGL CONSTRUCTION MANAGER BASE OF STRUCTURE: W-W AMSL (ASSUMED) REVIEWERS SHALL CLEARLY PLACE INITIALS ADJACENTTO EACH REDLINE NOTE AS DRAWINGS ARE BEING REVIEWED a ®ea bbil 13 13 &is pov Y Of ftwila BUILDING DAmem PROPRIETARY INFORMATION THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CINGULAR WIRELESS, LLC. SERVICES IS STRICTLY PROHIBITED. ft"it NQ Plan review approval is subject to emm and ombd % Approval of construction doeurrrents does not augmft the violation of - , an accepted cafe or ordince, Rmo of approved Fi . ;7 .Qr and conditions Is admowkdged• BY Date: I PROJECT INFORMATION I APPLICANT: NEW CINGULAR WIRELESS LLC 16221 NE 72nd WAY REDMOND TOWN CENTER, BUILDING #3 P.O. BOX 97061 REDMOND, WA98052 PROJECT ENGINEER: CORNERSTONE ENGINEERING ING 14201 NE 200th ST SUITE 200 WOODINVILLE, WA 08072 OFFICE: (426) 487 -1732 CONTACT: MARK OLSON, P.E. PROJECT CONSULTANTS: LUCENT TECHNOLOGIES 10735 WILLOWS ROAD, SUITE 200 REDMOND, WA 98052 CONTACT: STEPHEN HUSS PHONE: (675) 978.1923 PROPERTY OWNER: HAMPTON ASSOCIATES LIMITED 6711 S 152ND ST TUKWILA, WA98188 CODE INFORMATION: DWG. NO. CONSTRUCTION MANAGER: ZONING CLASSIFICATION: HDR CONTACT: ROBERTTELFORD BUILDING CODE: 2003 IBC PHONE: (425) 5565715 CONSTRUCTION TYPE: TELECOMMUNICATIONS COMPOUND PLAN OCCUPANCY: UNOCCUPIED SITE AQUISITION: JURISDICTION: CITY OF TUKWILA CONTACT: DANIEL BAUM PROPOSED BUILDING USE: TELECOMM. PHONE: (206) 661 -8053 A•8 RADIO PLAN ZONING AGENT: ANTENNA SWEEP TEST E -1 CONTACT: PAUL WOZNIAK SITE LOCATION: (BASED ON NAD 83) PHONE: (206) 793.1077 LATITUDE: 47.27' 67.9"N S-1 LONGITUDE: 122.16 44.4" W PARCEL NUMBER(S): TOP OF STRUCTURE: 53.00' AGL 1157200370 BASE OF STRUCTURE: W-W AMSL (ASSUMED) PROJECT AREA: 768 S.F. EQUIPMENTAREA 1751 S.F. ENTIRE COMPOUND AREA OF PARCEL: 2.78 ACRES 120,268 S.F. NEW IMPERVIOkI{s o S.F. CITY OF RAWILA GENERAL INFORMATION: • 1. PARKING REQUIREMENTS ARE UNCHANGED. MAR 2 4 ZOO6 2. TRAFFIC IS UNAFFECTED. 3. SIGNAGE IS PROPOSED. 4. NO ADDITIONAL IMPERVIOUS AREA IS PROPOSED. PERMIT CENTER PROJECT DESCRIPTION: THIS PROPOSAL IS FOR THE MODIFICATION OF AN EXISTING UNMANNED TELECOMMUNICATIONS FACILITY, CONSISTING OF REMOVALIREPLACING OF (E) ANTENNAS WITH NEW INSTALLATION OF RF TRANSMITABLE SCREENING AND THE ADDITION OF NEW EQUIPMENT CABINETS WITHIN NEW 18' x4' LEASE SPACE. EXISTING 100 AMP ELECTRICAL SERVICE SHALL BE UPGRADED TO 200 AMP. 2 ����• ����3I�' ��iI4l��i����15� 1l >>'I�16�` Inch 1/18 8 Slncet872 " I 5 L 4 L E t' Z 4 L 6 c 10 L" '_ : �'•;/ 9 t^':, ,L...y:',' =s Z L iiil 9w.. WO n��inlinl�ilnln�i�ilnlini�iiiilu��i�iiiil�nn�unlii. u. �niliiii�iiiiliiii�unli► ii�iiiiliiii�iiiiliiii�iiiiliiii�iiiilliii�iiiiliiii�iiii .i� City of Tukwila BUILDING DIMS ON DRAWING INDEX DWG. NO. DESCRIPTION T 1 TIKE SHEEF G-1 GENERAL NOTES A-1 SITE PLAN A -2 COMPOUND PLAN A.3 WEST ELEVATION A-4 EQUIPMENTSPECS A5 CONSTRUCTION DETAILS A5.1 CONSTRUCTION DETAILS A•8 RADIO PLAN A -7 ANTENNA SWEEP TEST E -1 ELECTRICAL DETAILS E -2 GROUNDING DETAILS E-3 PANEL SCHEDULE 8 ONE -LINE DIAGRAM S-1 STRUCTURAL DETAILS S-2 STRUCTURAL DETAILS S•3 STRUCTURAL DETAILS LEGAL DESCRIPTION 37 BROOKVALE GARDEN TRS LOT 1 OF CITY OF TUKWILA SHORT PLAT NO 83.17 SS RECORDING NO 8312210348 SD SHORT PLAT DAF - TRACTS 37 & 38 BROOKVALE GARDEN TRS TGW FOR IN NW 1/4 8 SW 1/4 OF SEC 23 -23-04 BEG BE CDR OF TRACT 37 TH E TO W LN OF INTERURBAN ADD TO SEATTLE TH NLY AEG SD W LN TO ELY PROJECTION OF N LN OF TRACT 38 TH W TO NE CDR TRACT 38 TH S ALG E LN TRACT 37 8 TRACT 38 TO FOS TGW FOR VAC S 152ND ST ADJ LESS ST — CITY OF TUKWILA BDRY LN ADJ NO 86- 21-BLA RECORDING NO 8606030348 ADJUSTED LEGAL TO - W 393 FT OF TRACT 37 OF BROOKVALE GARDEN TRACTS.TGW FOR OF VAC S 152ND ST ADJ LESS ST - AKA LOT 1 OF CITY OF TUKWILA BDRY LN ADJ NO 86- 21-BLA RECORDING NO 8606030348 0 �0 m� 8� J N s.. Cn C�Uj w J _C: 0; tN C: °? EFIWWO e 14201 NE 200th ST, SUITE 200 0 WOODINVILLE, WA 98072 PH:428A87,1732 FAX428A87.1734 START DATE: tOn1Ad DRAWN BY: t is CHECKED BY: tuwo SITE SC1870 (WA647) 15 81-405 57118 162ND ST TUKWILA, WA98188 SHEET TITLE TITLE SHEET SHEET NUMBER T -1 NOTES: 1. DRAWINGS ARE NOT TO BE SCALED, WRITTEN DIMENSIONS TAKE PRECEDENCE, THIS SET OF DOCUMENTS IS INTENDED TO BE USED FOR DIAGRAMMATIC PURPOSED ONLY, UNLESS NOTED OTHERWISE THE GENERAL CONTRACTOR'S SCOPE OF WORK SHALL INCLUDE FURNISHING ALL MATERIALS, EQUIPMENT, LABOR AND ANY REQUIREMENTS DEEMED NECESSARY TO COMPLETE INSTALLATION AS DESCRIBED N THE DRAWINGS AND OWNER'S PROJECT MM. 2 THE CONTRACTOR IS RESPONSIBLE FOR ALL DIMENSIONS AND STAWAR02ED DETAILS. THAT REQUIRE MODIFICATIONS DUE TO ACTUAL FIELD CONDITIONS AND REQUIREMENTS MUST BESUBMITTID70AND APPROVED BY, CINGULAR REPRESENTATIVE PRIOR TO START OF WORK 3. PRIOR TO THE SUBMISSION OF BIDS, CONTRACTORS INVOLVED SHALL VISIT THE JOB SITE TOFAMIUAIWE THEMSELVES WiTH ALL CONDITIONS AFFECTING THE PROPOSED PROJECT. CONTRACTORS SHALL VISIT THE CONSTRUCTION SITE WITH THE CONSTRUCTIONICONTRACT DOCUMENTS TO VERIFY FIELD CONDITIONS AND CONFIRM THAT THE PROJECT WILL BE ACCOMPLISHED AS SHOWN. PRIOR TO PROCEEDING WITH CONSTRUCTION, ANY ERRORS, OMISSIONS, OR DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECTIENGINEER VERBALLY AND N WRITING. 4. THE ARCHiTECTSIENGINEER HAVE MADE EVERY EFFORT TO SET FORTH N THE CONSTRUCTION AND CONTRACT DOCUMENTS THE COMPLETE SCOPE OF WORK CONTRACTORS BIDDING T)E JOB ARE NEVERTHELESS CAUTIONED THAT MINOR OMISSIONS OR ERRORS IN THE DRAWINGS AND OR SPECIFICATIONS SHALL NOT EXCUSE SAID CONTRACTOR FROM COMPLETING THE PROJECTAND IMPROVEMENTS IN ACCORDANCE WITH THE INTENT OF THESE DOCUMENTS. THE BIDDER SHALL BEAR RESPONSIBILITY OF NOTIFYING (IN WRITING) THE ARCHRECTiENGNEER OF ANY CONFLICTS, ERROR OR OMISSIONS PRIOR TO SUBMISSION OF CONTRACTOR'S PROPOSAL N THE EVENT OF DISCREPANCIES THE CONTRACTOR SHALL PRICE THE MORE EXTENSIVE WORK; UNLESS DIRECTED OTHERWISE 5. THE GENERAL CONTRACTOR SHALL RECEIVE WRITTEN AUTHORIZATION TO PROCEED WiTH CONSTRUCTION PRIOR TO STARTING WORK ON ANY ITEM NOT CLEARLY DEFINED BYTHE CONSTRUCTION DRAWINGS/CONTRACT DOCUMENTS, 8, THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE PROJECT DESCRIBED IN THE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, SAFETY, AND PROCEDURES FOR COORDINATING ALL PORTIONS OF THE WORK UNDER THE CONTRACT. 7, THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATSU" ACCORDING TO MANUFACTURER'SIVENDOR'S SPECIFICATIONS UNLESS NOTED OTHERWISE OR WHERE LOCAL. CODES OR ORDINANCES TAKE PRECEDENCE 8. ALL WORK PERFORMED ON THE PROJECT AND MATERIALS INSTALLED SHALL BE N STRICT ACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS, AND ORDINANCES. CONTRACTOR SHALL GIVE ALL NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES, REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY, MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS, AND LOCAL AND STATE JURISDICTIONAL CODES BEARING ON THE PERFORMANCE OF THE WORK 9. GENERAL CONTRACTOR SHALL PROVIDE, AT,THE PROJECT SITE, A FULL SET OF CONSTRUCTION DOCUMENTS UPDATED WITH THE LATEST REVISIONS INVOLVED WITH THE PROJECT. THIS SET IS AVAUD CONTRACT DOCUMENT ONLY IF THE TITLE SHEET IS STAMPED N RED INK 'FORCONSTRUCTION'ANDEACH SUCCESSIVE SHEET BEARS THE ENGINEERS SIGNED WET STAMP. W. ALL MATERIAL FURNISHED UNDER THIS CONTRACT SHALL BE NEW, UNLESS OTHERWISE NOTED. AL WORK SHALL BE GUARANTEED AGAINST DEFECTS IN MATERIALS AND WORKMANSHIP. THE CONTRACTORSHl1LL REPAIR OR REPLACE AT HIS EXPENSE ALL WORK THAT MAY DEVELOP DEFECTS N MATERIALS OR WORKMANSHIP WITHIN SAID. PERIOD OF TIME OR FOR ONE YEAR AFTER THE FINAL ACCEPTANCE OF THE ENTIRE PROJECT, WHICHEVER IS GREATER It THE CONTRACTOR SHALL BE RESPONSIBLE FOR DAILY CLEAN UP OF ALL TRADES AND REMOVE ALL DEBRIS FROM THE CONSTRUG71ON SITE. ATTHE COMPLETION OFTHE PROJECT, THE CONTRACTOR SHALL THOROUGHLY CLEAN THE BUILDING, SITE, AND ANY OTHER SURROUNDING AREAS TO ABETTERTHAN NEW CONDITION. 12, THE CONTRACTOR IS RESPONSIBLE FOR ADEQUATELY BRACING AND PROTECTING AL WORK DURING CONSTRUCTION AGAINST DAMAGE, BREAKAGE, COLLAPSE, ETC. ACCORDING TOAPPLICABLE CODES, STANDARDS, AND GOOD CONSTRUCTION PRACTICES. U. THE CONTRACTOR SHALL MEET ALL OSHA REQUIREMENTS FOR ALL INSTALLATIONS. 14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DAMAGES TO THE EXISTING CONSTRUCTION AND REPAIR ALL DAMAGES TO BETTER THAN NEW CONSTRUCTION. THE CANTRACTORSHALLNOTIFYTHE CONSULTANT OF ANY DAMAGE TO THE BUILDING SITE OR ANYADJACENT STRUCTURES AROUND THE PROJECT. THE ATE REPRESENTATIVE SHALL BE SOLE AND FINAL. JUDGE AS TO THE QUALITY OFTHE REPAIRED CONSTRUCTION. ANY ADDITIONAL MODIFICATIONS WHICH MUSTBEMADESHA LBEMADEAT THE CONTRACTORS EXPENSE 15. WHERE NEW PAVING, CONCRETE SIDEWALKS OR PATHS MEET EXISTING CONSTRUCTION, THE CONTRACTOR SHALL MATCH THE EXISTING PITCH, GRADE, AND ELEVATION SO THE ENTIRE STRUCTURE SHALL HAVE A SMOOTH TRANSITION. 16- THE CONTRACTOR SHALL MODIFY THE EXISTING FLOORS, WALL, CEILING, OR OTHER CONSTRUCTION AS REQUIRED TO GAIN ACCESS TO AREAS FOR ALL MECHANICAL, 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 ARE ADDED OR MODIFIED, THE GENERA. CONTRACTOR SHAD. REPAIR PATCH AND MATCH ALL EXISTING CONSTRUCTION AND FINISHES OF AL FLOORS WAJ.S AND CEILINGS. WHERE CONCRETE MASONRY CONSTRUCTION IS MODIFIED, THE CONTRACTOR SHALL TOOTH IN ALL NEW CONSTRUCTION TO MATCH THE EXISTING BOND., WHERE CONCRETE CONSTRUCTION IS MODIFIED, THE CONTRACTOR SHAT VERIFY THE EXACT DETAILS TO BE USED FOR CONSTRUCTION. ALL WORK SHAT BE COVERED UNDER THE GENERA.CONiRACT. 17, TOWER FOUNDATION STRUCTURAL STEEL TO BE GROUNDED PRIORTO CONCRETE FOUR TOWER FOUNDATION STRUCTURAL STEEL TO BE CONNECTED TO PERMANENT GROUND ROD PRIOR TO TOWER ERECTION. TOWER GROUND MUST BE MAINTAINED AT ALL TIMES. NOTES CONTINUED: 18. THE GENERAL. CONTRACTOR SHALL BE RESPONSIBLE FORAPPLYNG FOR COMMERCIAL POWER IMMEDIATELY UPON AWARD OF CONTRACT. THE GENERAL CONTRACTOR IS REQUIRED TO KEEP ALL DOCUMENTATION ACKNOW? EDGING APPLICATION FOR POWER WITH THE POWER COMPANY. 19. THE GENERAL CONTRACTOR SHALL OBTAIN WRITTEN CONFIRMATION OF THE EXPECTED DATE OF COMPLETION OF THE POWER CONNECTION FROM THE POWER COMPANY. 20, IF THE POWER COMPANY IS UNABLE TO PROVIDE THE POWER CONNECTION BY CNGULAR'S REQUIRED DATE, THE GENERAL CONTRACTOR SHALL PROVIDE A AND MAINTAIN A TEMPORARY GENERATOR UNTIL THE POWER COMPANY CONNECTION IS COMPLETED. COSTS ASSOCIATED WiTH THE TEMPORARY G04ERATOR TO BE APPROVED BY THE CINGULAR REPRESENTATIVE. 21. IF CONTRACTOR OR SUBCONTRACTOR FIND IT NECESSARY TO DEVIATE FROM ORIGINN.APPROVED PLANS, THEN IT IS THE CONTRACTOR'S AND THE SUBCONTRACTOR'S RESPONSIBILITYTO PROVIDE THE CONSULTANT WITH 4 COPIES OF THE PROPOSED CHANGES FOR HIS APPROVAL BEFORE PROCEEDING WiTH THE WORK. IN ADDITION THE CONTRACTOR AND SUBCONTRACTORS SHALL BE RESPONSIBLE FOR PROCURING ALL NECESSARY APPROVALS FROM THE BUILDING AUTHORITIES FOR THE PROPOSED CHANGES BEFORE PROCEEDING WITH THE WORK. THE CONiRACTORAND SUBCONTRACTORS SHALL BE RESPONSIBLE FOR PROCURING ALL NECESSARY INSPECTIONS AND APPROVALS FROM BUILDING AUTHORITIES DURING THE EXECUTION OF THE WORK 22. CONTRACTOR TO PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF NOT LESS THAN 2-A OR 2 -Al 0BC WITHIN 75 FEET TRAVEL DISTANCE TO ALL PORTIONS OF PROJECT AREA DURING CONSTRUCTION. 23. THE CONTRACTOR SHALL PERFORM WORK DURING OWNER'S PREFERRED HOURS TO AVOID DISTURBING NORMAL BUSINESS, 24. SEAL ALL PENETRATIONS THROUGH FIRE-RATED AREAS WITH UL LISTED OR FIRE MARSHAL APPROVED MATERIALS AS APPLICABLE TO THIS FACILITY A AND OR PROJECT SITE 25. CONTRACTOR SHALL BE RESPONSIBLE FOR UTILITY LOCATES, SCHEDULING, COORDINATING SPECIALAND BUILDING DEPARTMENT INSPECTIONS, 26. CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING AND UTILIZING ORIGINAL ROOFING CONTRACTOR AS REQUIRED TO MAINTAIN ANY EXISTING ROOFING WARRANTY. 27. ROUTING OF ALL CONDUITS, CABLES, CABLE TRAYS ETC ARE INDICATED AS PROPOSED LOCATION ONLY. CONFIRM THE EXACT LOCATION AND ROUTING WITH THE ON SITE CINGULAR CONSTRUCTION MANAGER PRIOR TO STARTING WORK SITEWORK NOTES: 1. ALL SITE WORK SHALL BE AS INDICATED ON THE DRAWINGS AND STIPULATED IN THE SPECIFICATION PROJECT SUMMARY. 2. RUBBISH, STUMPS, DEBRIS, STICKS, STONES AND OTHER REFUSE SHALL BE REMOVED FROM THE SITE AND DISPOSED OF LEGALLY. 3. THE SiTE SHALL BE GRADED TO CAUSE SURFACE WATER TO FLOW AWAY FROM THE PCS EQUIPMENT, TOWER AREAS, AND ADJACENT BUILDINGS. 4. NO FILL OR EMBANKMENT MATERIAL SHALL BE PLACED ON FROZEN GROUND, FROZEN MATERIALS, SNOW OR ICE SHALL NOT BE PLACED IN ANY FILL OR EMBANKMENT. 5. THE SUBGRADE S HALL BE COMPACTED AND BROUGHT TO A SMOOTH UNIFORM GRADE PRIOR TO THE CRUSHED STONE APPLICATION. 8. ALL EXISTING ACTIVE SEWER WATER, GAS, ELECTRIC, AND OTHER UTILDiES WHERE ENCOUNiERED N THE WORK, SHALL BE PROTECTED AT ALL TIMES, AND WHERE REQUIRED FOR THE PROPER EXECUTION OF THE WORK, SHALL BE RELOCATED AS DIRECTED BY ENGINEERS, EXTREME CAUTION SHOULD BE USED BY THE CONTRACTOR WHEN EXCAVATING OR PIER DRILLING AROUND OR NEAR UTILITIES. CONTRACTOR SHALL PROVIDE SAFETY TRAINING FOR THE WORKING CREW, 7. ALL EXISTING INACTIVE SEWER WATER GAS, ELECTRIC AND OTHER UTILITIES, WHICH INTERFERE WITH THE EXECUTION OF THE WORK, SHALL BE REMOVED AND SHALL BE CAPER, PLUGGED OR OTHERWISE DISCONTINUED AT POINTS WHICH WILL NOT INTERFERE WITH THE EXECUTION OF THE WORK, SUBJECT TO THE APPROVAL OF ENGINEERING. B. THE AREAS OF THE CUSTOMER'S PROPERTY DISTURBED BY THE WORKAND NOT COVERED BYTHE BUILDING, DRIVEWAY OR CRUSHED STONE, SHAD. BE GRADED TO AUNIFORM SLOPE, FERTiL2ED, SEEDED, AND COVERED WiTH MULCH AS SPECIFIED IN THE SPECIFICATION LANDSCAPE WORK CONCRETE NOTES: 1. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE ACI 301, ACI 318A ND THE SPECIFICATION CAST- IN-PLACE CONCRETE 2• ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI AT 28 DAYS UNLESS NOTED OTHERWISE 3. REINFORCING STEEL SHALL CONFORM TO ASTM A 815, GRADE 60, DEFORMED UNLESS NOTED OTHERWISE WELDED WIRE FABRIC SHALL CONFORM TO ASTM A i86 WELDED STEEL WORE FABRIC UNLESS NOTED OTHERWISE. SPLICES CLASS'S' AND ALL HOOKS SHALL BE STANDARD UNO, 4• THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCING sm UNLESS SHOWN OTHERWISE ON DRAWINGS: CONCRETE CAST AGAINST EARTH ...... 3 IN. CONCRETE EXPOSED TO EARTH OR WEATHER: 88 AND LARGER... #6 AND SMALLER & WWF .....,..119 IN. t TIONS: AFF ABOVE FINISHED FLOOR IT JOINT AFG ABOVE FINISHED GRADE LAM LAMINATED AFS ABOVE FINISHED SLAB LF LNFAL FOOT COAX UF a aaana /I�� ASS ANCHOR MAX MAXIM L ANGLE MECH MECHANICAL ARCH B SEI� BASE TRANSMISSION MBTS M MILLIMETER BLDG BUILDING BM BEAM MISC MISCELLANEOUS BOT BOTTOM MPH MILES PER HOUR B.O. OF BOTTOM CONCRETE NIC NOT IN CONTRACT BOB BOTTOM OF STEEL NOM NOMINAL CJ CONTROLJOINT NTS NOT TO SCALE CEO. CENTER R LINE OC CENTER O ON METER CLR CLEAR OH CMU CONCRETE MASONRY UNIT OPNG OPEN COL COLUMN CONC COSTT CONCRETE CONSTRUCTION Pp PERSONNAAL COMMUNICATION SYSTEM CDNT CONTINUOUS . PR PLATE PAIR CTR CENTER PSI POUNDS PER SQUARE" DIA /0 DIAMETER PSF POUNDS PER SQUARE FOOT DTL DETAIL RA PRESS RETREATED EXISTING RAD RADIUS RADIUS EJ EACH EXPANSION JOINT RD REINF ROOF DRAIN REINFORCEDIREINFORCING C CTRICAL REQUIRED EEL EELCTRICI RECD EQ EQUAL RW RIGHT OF WAY EW EACH WAY SCHED SCHEDULE EXP EXPANSION SECT SECTION EXT EXTERIOR SF SQUARE FOOT FD FLOOR DRAIN SIM SIMILAR FIN FINISH SQFT SQUARE FOOT FIN FLR FINISH FLOOR SS STAINLESS STEEL, FLR FLOOR STD STANDARD FiG FOOTING STI, STEEL GA GAUGE STRUC STRUCTURAL. GALV GALVANIZED TEMP TEMPORARY GYP GYPSUM THK THICK GB GYPSUM BOARD T.O. TOPOF HM HOLLOW METAL TOS TOP OF STEEL HOR HORIZONTAL TOC TOP OF CONCRETE HR HOUR TYP TYPICAL. HT HEIGHT UNO UNLESS NOTED OTHERWISE HVAC HEATING VENTILATION AIR CONDITIONING VERT VERTICAL INSUL INSULATION W/ WiTH INT INTERIOR WWM WELDED WIRE MESH LEGEND AND SYMBOLS: CHANLINKFENCE x x x CEDAR FENCE o 0 0 POWER P p p �---- REVIEWED FOR TELCO — T T T . ODE COMPLIANCE POWER,rELCO TIP Tip — TIP UP COAX — COAX COAX Cora a aaana /I�� OVERHEAD POWER 0H OH — off 0H CEN ERNE — — — APR 0 7 2006 REVISION BUG ELEVATION VIEW BUG ELEVATION City Of Tukwila DETAILNU� 11 i�T�ir^ �TvT�"Tv Inl I;pl_ SHEET NUMBER 11 DETAIL BUG DETAIL NUMBER SHEET NUMBER SECTION BUG DETAIL NUMBER SHEET NUMBER 1116 ii IInch 1/16 e 1) 2I 3I A£STCUTT® sy f Since 1872,,, r 5I6 tiIL £I4 � ZI6 ll� bib 1.15 ,In,: I h Ialnnu nnnu union LI1.iI.I niluii IIII l nlllnl nIillnl Id III IIIIIIIII IIIIIIIII IIIIIIIII IIIIINII IIIIlIIII IIIIlIILI CITY OF TUKWILA MAR 2 4 20( }0 PERMITCENTEh e� go 0a 1 0C 02 gm -M 7 J N �V Cl) w J w U x •O Niinl-lrCNG O. 14201 NE 200th ST, SUITE 200 WOODINVILLE, WA 98072 PH:425AB7.1732 FAX426A87.1734 START DATE 10n1Ae DRAWN BY: trs CHECKED BY: Mwo SITE SC1870 (WAS47) 15 &1405 5711 S 152ND ST TUKWILA, WA 98188 SHEET TITLE GENERAL NOTES SHEET NUMBER G -1 I I I BUILDING ' I I 1 I I WI I >I I a i I =I ti I ZONING LOI HDR II TL #1157200221 I $ I a 1 I I A-2 SITE PLAN ZONING HDR Of TiAkwila- RI ! )TAIr 4 5F?rTL {'yr e { I IZONING i t HDR �I TL #1157200380 TL# 1157200370 . 2.76 ACRES . 120,258 SQ. FT. ai II 1 I II I I� 3 I I ❑� BUILDING BUILDING I I (E ) STEEPLE . t I I I I I I RECEIVED CITYOFTOKWI► A I MAR 2 d ?nna c.vnmv HDR TL# 1157200360 rilliir� iiir ,�r ITI�- llliTl)�I l�al'�j�l7�Ij�ll... 1I 2Ii ', 5� 61 Inch :, 1118 r # {nom > 9 >t�c�ucIG"„ < e,� . .. ( \1 ■/ �� ■/'y}�.MT. �`i`+'4k' F V. i'�`'kU: 'k V Orr, 1' l'� Y ^d tip CiS HaM.^, ].•`L 'IZ+w t'i L . Since 18721' r r , r 5IL b6 ell, t Z6 ; 164,'r14'O �ti vq om illy.iillllil�nillliuiiiill iiultu 'i�lluliiII�iiiili'iii.�-iiil iil�ili`iliiii�i riliiii�iliiliiii�iliilliii�i► iili�ii�iiiiltiii�iiiiliiii�iiiiliii .i�, �w PLAN NORTH 20' 10' 0 20 40' 0 m� Cc m$ F9 c� J rn U) W J W of U C:CsNER9TCN6 N IN��NINO. INO. 14201 NE 200th ST. SWE200 WOODINVOAE. WA oam PH:428A87.1732 FAX:428A87.1734 START DATE: la im DRAWN BY: us CHECKED BY: mwo SITE SC1870 (WA847) IS&"m 57118 162ND ST TUKWILA WA88188 SHEET TITLE SITE PLAN SHEET NUMBER A -1 EXISTING COMPOUND PLAN (DEMOLITION) (E) TELCO RACK (RELOCATE TO SUIT) CONTRACTOR IS TO UTILIZE (E) OVERHEAD CABLE TRAY E�3 200AMP SERVICE PANEL W/ 2P CIRCUIT BREAKER (E) BUILDING ROOF LINE /—PROPOSED TELCO NEMA 311 ENCLOSURE (E) WOOD STAIRS TO INTERIOR HALLWAY 1 m0 0 9= 0 °c Cc m� tg J N L w w W J W I I I I I V exPLAN NORTH 2' 1' o 1' 2' 4' OFINE FgZ1r0 6r a. 2 14201 NE20DIh ST, SUITE 200 (E) OVERHEAD CABLE TRAY WOODINMLE, WA 98072 PH:425AS7.1732 FAX 425.487.1734 / (TO UPGRADED) PAN REVIEWED FOR CODE COMP,± IANCE ISTART DATE ,onuas (E) BUILDING ROOF LINE ®�Iliai111i�(j� DRAWN BY: LJS - (E) TELCO BOX APR 0 7 2005 ICHECKED BY: MwD (TO BE UPGRADED) REVISIONS (E) WOOD STAIRS TO ( DATE I DEaaumON wn1Al 10.11,WW A PflHNNAxy/D8 1.19 INTERIOR HALLWAY City Of Ibk ilb zssame o OMPEMff I WA SITE RECEIVED SC187o (WA847) 4+ CITY EC IVED 5711 8 1-405 sr TUKWILA, WA98188 MAR 2 4 2006 PLAN SHEET TITLE PERMIT CENTEh NORTH COMPOUND PLAN SHEET NUMBER A -2 (E) MAINTENANCE/TELECOMMUNICATION ROOM PROPOSED LEASE AREA CONTRACTOR IS TO . REPLACE (E) COAX ENTRY PORT W/ MODIFY (E) COAX SHROUD VALMONT (12 -PORT) PM B1118 TO AS REQ'D TO SUIT (18) 70 COAX ACCOMODATE (18) 71W COAX (8) 718 COAX (E) & (12) 7/8" COAX (N) (E) SHELVES (E) �FUTURE FUTURE If FUTURE ll ROPOS 8 FILE ASIN TO BE MODIFIED TO CCOMMODATE NEW CABINETS FUTURE NOKIA NOKIA NOKIA I POWER ( CABINET UMT3 ra § CABINET CABINET CABINET -- : CABINET' u 8 JLw 0 K 11 1 \\ � a 1 \ 0 z FUTUREINDOOR NOKIA ULTRASITE 1 CABINET W'tP OF 3) A- (E) E,/ ,- DESK FUTURE INDOOR e ARGUS POWER CABINET. A.v U PROPOSED INDOOR 5 LUCENT UMTS CABINET A.4 (E) ACCESS FROM OUTSIDE SHELVES PROPOSED COMPOUND PLAN 22x34 SCALE: 1/2" - 1 "-0" 111x17 SCALE: 1/4" =1' -0" 23'-8" (E) MAINTENANCE/TELECOMMUNICATION ROOM (E) VERTICAL CABLE TRAY TO ROOF W/ (8) 71W COAX (E) minni n= IIE (E) —. SHELVES AKIN 0 O W/ (8� /8" COAX (E) z(E) TELCO RACK (TO BE RELOCATED) BBU '- DESK (E) (TO BE REMOVED) (E) RBS (TO BE REMOVED) (E) ACCESS FROM OUTSIDE SHELVES EXISTING COMPOUND PLAN (DEMOLITION) (E) TELCO RACK (RELOCATE TO SUIT) CONTRACTOR IS TO UTILIZE (E) OVERHEAD CABLE TRAY E�3 200AMP SERVICE PANEL W/ 2P CIRCUIT BREAKER (E) BUILDING ROOF LINE /—PROPOSED TELCO NEMA 311 ENCLOSURE (E) WOOD STAIRS TO INTERIOR HALLWAY 1 m0 0 9= 0 °c Cc m� tg J N L w w W J W I I I I I V exPLAN NORTH 2' 1' o 1' 2' 4' OFINE FgZ1r0 6r a. 2 14201 NE20DIh ST, SUITE 200 (E) OVERHEAD CABLE TRAY WOODINMLE, WA 98072 PH:425AS7.1732 FAX 425.487.1734 / (TO UPGRADED) PAN REVIEWED FOR CODE COMP,± IANCE ISTART DATE ,onuas (E) BUILDING ROOF LINE ®�Iliai111i�(j� DRAWN BY: LJS - (E) TELCO BOX APR 0 7 2005 ICHECKED BY: MwD (TO BE UPGRADED) REVISIONS (E) WOOD STAIRS TO ( DATE I DEaaumON wn1Al 10.11,WW A PflHNNAxy/D8 1.19 INTERIOR HALLWAY City Of Ibk ilb zssame o OMPEMff I WA SITE RECEIVED SC187o (WA847) 4+ CITY EC IVED 5711 8 1-405 sr TUKWILA, WA98188 MAR 2 4 2006 PLAN SHEET TITLE PERMIT CENTEh NORTH COMPOUND PLAN SHEET NUMBER A -2 ANTENNA PLAN 22x34 SCALE: NTS `r EL ST-O" t AGL TOP OF PROPOSED ANTENNAARRAY `r EL 50'-8.:b AGL RAD CENTER OF PROPOSED ANTENNA ARRAY -EL48'-4 —A --------------------------------- PROPOSEDTMA 2 LGP21401 (TYP OF 3)— COAX CABLES IN CABLE TRAY THOUGH EXISTING ATTIC SPACE TO NEW CINGULAR ANTENNAS - PROPOSED CAGED LADDER PAINTED TO MATCH (E) BUILDING PROPOSED ALACO LADDER CO. CAGED LADDER MODEL 552-0 OR ENGINEER APPROVED EQUAL. INSTALL PER MANUFACTURERS RECOMMENDATIONS. PROPOSED CABLE TRAY TO MATCH (E) SIDING I�GA DE EL (0' -0" ASSUMED) 2 1 WEST ELEVATION It i m� 0 01. c °E .0 0 F_ �m J h L w U) w REVIEWED FOR w CODE COMPLIANCE PROPOSED ANTENNA POWERWAVE 7785 ENCLOSED IN SHROUD (TYP OF 3) Ij APR U I CnUV PROPOSED RF SHROUD U TO MATCH (E) SIDING SEE SHEET ...� ! �CiLY Of T.Ihw"/ IIC) " e g1 �I tai I�{T!tIT' t ' �^.� �OaFI nEFIBYOa Etna. 14201 NE2DDthST, SUITE 200 WOODINVILLE, WA 98072 PH: 42SA87.1732 FAX* 426A87.1734 START DATE: tonvae DRAWN BY: Lis j— FF—T—� IF-771 m CHECKED BY: Mwo 111X17 SCALE: 3132' 1'-0" il�hil�jlll�lil�all�I� 'I�I�I�III�Illjlfllllll,li Inch 1/161, 1 2 t Lao t4rya it �'' fi �•yJ�"�>� Since lB 1 � Z V 6 IIIJ. III�IIIIIIIII�III .II1111l111J.I.11. 1111.111 1.111�1IIII1111�1.11JI 111111 0 COAX LENGTH SCHEDULE CITY OF TUKWILA SECTOR LENGTH If COAX DIAMETER SECTOR A 70' 2 (E) +4 NEW 7/8' SECTOR B 70' 2 (E) +4 NEW 7/8' SECTOR C 70' 2 (E) +4 NEW 7/8' EXISTING COAX DIAMETER NUMBER PLACEMENT 7/8' 6 RUN COAX IN CABLE TRAY OUT SIDE OF BUILDI NG 1 5/8' 0 N/A ANTENNA PLAN — PROPOSED ANTENNA COUNT TOTAL• 3 EXISTING: 0 NEW: 3 SECTOR C A27tk8J1t1:270' SECTOR B SECTOR A ANTENNA PLAN — EXISTING ANTENNA COUNT TOTAL- 3 REMAIN: 0 REPLACE: 3 SECTOR C AZ1MUiH:270• . SECTOR B SECTOR A ANTENNA PLAN 22x34 SCALE: NTS `r EL ST-O" t AGL TOP OF PROPOSED ANTENNAARRAY `r EL 50'-8.:b AGL RAD CENTER OF PROPOSED ANTENNA ARRAY -EL48'-4 —A --------------------------------- PROPOSEDTMA 2 LGP21401 (TYP OF 3)— COAX CABLES IN CABLE TRAY THOUGH EXISTING ATTIC SPACE TO NEW CINGULAR ANTENNAS - PROPOSED CAGED LADDER PAINTED TO MATCH (E) BUILDING PROPOSED ALACO LADDER CO. CAGED LADDER MODEL 552-0 OR ENGINEER APPROVED EQUAL. INSTALL PER MANUFACTURERS RECOMMENDATIONS. PROPOSED CABLE TRAY TO MATCH (E) SIDING I�GA DE EL (0' -0" ASSUMED) 2 1 WEST ELEVATION It i m� 0 01. c °E .0 0 F_ �m J h L w U) w REVIEWED FOR w CODE COMPLIANCE PROPOSED ANTENNA POWERWAVE 7785 ENCLOSED IN SHROUD (TYP OF 3) Ij APR U I CnUV PROPOSED RF SHROUD U TO MATCH (E) SIDING SEE SHEET ...� ! �CiLY Of T.Ihw"/ IIC) " e g1 �I tai I�{T!tIT' t ' �^.� �OaFI nEFIBYOa Etna. 14201 NE2DDthST, SUITE 200 WOODINVILLE, WA 98072 PH: 42SA87.1732 FAX* 426A87.1734 START DATE: tonvae DRAWN BY: Lis j— FF—T—� IF-771 m CHECKED BY: Mwo 111X17 SCALE: 3132' 1'-0" il�hil�jlll�lil�all�I� 'I�I�I�III�Illjlfllllll,li Inch 1/161, 1 2 t Lao t4rya it �'' fi �•yJ�"�>� Since lB 1 � Z V 6 IIIJ. III�IIIIIIIII�III .II1111l111J.I.11. 1111.111 1.111�1IIII1111�1.11JI 111111 0 SHEET TITLE WEST ELEVATION 6' 4' 2' 0 2' 6' 10' SHEET NUMBER -A'3 i CITY OF TUKWILA SITE MAR 2 4 2006 3C1- 5&(WA5a7) 15 a I-aos 5711 S 152ND ST PERMIT CENTER TUKWILA, WA 88188 SHEET TITLE WEST ELEVATION 6' 4' 2' 0 2' 6' 10' SHEET NUMBER -A'3 i NOT USED CAGED LADDER 22x34 SCALE: NTS UMTS INDOOR DIMENSIONS MANUFACTURER: LUCENT HEIGHT. 74.02" DEPTH: 23.82' WIDTH: 23.6r CLEARANCE: CABINETS REAR 0" CLEARANCE: CABINETS BOTH SIDE 0" CLEARANCE:'CABINETS FRONT 36• MAXIMUM CABINET WEIGHTS: PRIMARY 606 LBS (275 KG) 'ml 11/16 "0 ANCHOR HOLE FOR 5/8 "0 ANCHOR BOLT \� (WP OF 4) 6 UMTS EQUIPMENT SPECIFICATIONS & MOUNTING PLINTH 22x34 SCALE- 1 "= 1tn" 11.17.geAI G• 1PP = 11-fY rit 21116" 5%" 111116" 5%" 17 6" x� I KI=VIEVUE FOR`` — CODE COMF ! IANCE Cq Co 0 fi ®®on, "C: n APR 0 7 006 city of Tuk Ila It � it B• 0 1' T 1r G 0 1' 7 (air "NO N F ;S'rCO.EINO. 5 UMTS FRONT ELEVATION 22x34 SCALE: 1 "= T-W 11 1x17 SCALE: 1/r =1'-W 14201 NE 200th ST, SUrrE20o WOODINVILLE NOKIA INDOOR UL7RAeRE 8T8 p9.EN810N8 WA 88072 PH:425A87.1732 FAX:425A87.1734 MANUFACTURER: NOxIA HEIGHT:70A' START DATE 1pM1A8 DEPTH: 79.8• WIDTH: 22.8• DRAWN BY: Lis MAXIMUM CABINET WEIGHT (WDH UNRB):7392 LBB. ^ CHECKED BY. J' 0� c`c U� C° mm J N L Co Lu w J w 513/16" to X n 0 I in SITE SC1870 (WA647) IS 81-405 67118 152ND ST FRONT CITY OFTU — TUKWILA,WAG8188 MAR 2 4 2006 See` �I SHEET TITLE DETAIL SHEET 12" 8' 0 1' r PERMITCENTEhf tr tr o s• tr 3' NOKIA ULTRASITE MOUNTING PLINTH 2 NOKIA ULTRASITE EQUIPMENT ISO SHEET NUMBER 22x34 SCALE: 1"- 11-0" I11x17 SCALE: 1/2" =1 01 22x34 SCALE: 3/4" =1' -0" IIIx17 SCALE: 318"- 11-0" A-4 . iii- ��i,��I�I�I� �i�I,��iiiijili ilir�����I�I�I� �i���ir�- r�_rl.rii ��- rl- ri, r�� .I-,-I-,-i.I_l_I_�l��i.►-��i-�� �i Inch vts 1I 21 1 s. 3I 41 51 61 h d �n i - V#Tsrc -oTr,® _ �j�Sl�n�cJe 1i187jsj�ti" 5IL 4C £L.• Z6 64!`; Ok�,:.�,I5:.'. 8"- L 9. E WO iin�iiiiliiii�iiiilii�i�iiiilii�il���il�����lillllill1ilillllllilllulillillliil .l1 i 2'-4y" (28.1' I , i i r-4y" (28.1 ') C 0 c^ � � s FRONT ELEVATION INDOOR ARGUS POWER CABINET POWER CABINET DIMENSIONS MANUFACTURER: INDOOR ARGUS POWER CABINET HEIGHT: 84.0" DEPTH: 19" WIDTH: 28.1" APPROXIMATE CABINET WEIGHT WITH UNITS): 716E . 1' -7" (19") L n POWERWAVE 7785 2 318' GAUI I_� :7 v u--i u__� I W I:LGP-21401 FRONT BACK SIDE ANTENNA ANTENNA MOUNT DETAIL TOP POWERWAVE 7785 SEE DETAIL 1 .1 ANTENNA DETAIL _ 5 NOT USED RIGHT SIDE ELEVATION 1r s" D r Z. 6 NOT USED Inch 1116�+�+� SIM 18721° 1 1 96 b6 E6 Z6 ' lV! �I�. ��I��IIIII�IJ ��� ►Il����i����l.���IiL��I�����i�. El TMA MOUNTING DETAIL 22x34 SCALE: 3" - 1' -0" IIIY17 RrAI F- 1 1M 3 NOT USED 5111 171.1 1` l 111 — '8 b I tEW M8 7 -18 0 0 Cc m� cm �m 7 J V U) N W J 3 V OX B' 3' 0 G E� o2 NEFl3TON0 un,no. ,rail. 2 14201 NE 200th ST, SUITE 200 WOODINVIl1E WA 88072 PH:425AS7.1732 FAX 426.487.1734 START DATE: lauftps REVIEWED FOR CODE COMPLIANCE DRAWN BY: CHECKED BY: Blwo APR 0 7 2006 REVISIONS DATE I DE•cnr7iDa INRIAL 10.11.7000 1 A Pf03MNWCUB I LIO 2.21.7000 0 BMPEI•IT DPA City Of Tukwila`, QI IT! Tall" #lvn lyrlrne RECEIVED CITF IA MAR 2 4 2006 PERMITCENTEI-i SITE S01870 (WAS47) IS & 6405 57118 162ND ST TUKWILA, WA 98188 SHEET TITLE CONSTRUCTION DETAILS SHEET NUMBER A -5 MONTAGE TUBE I-UK MUN I ALIt UI- WALL NOTE: ALL ANTENNA SUPPORT HARDWARE BRACKET TO PIPE MAST OR ANTENNA ASSEMBLY'S TO TOWER STRUCTURES ARE DESIGNED BY THE MANUFACTURER AS A FRICTION BEARING CONNECTION IN WHICH THREADED RODS OR BOLTS ARE TENSIONED TO A "SNUG - TIGHT" CONDITION WHICH CLAMPS THE BRACKET TO THE POLE OR PIPE MAST. THE GEOMETRY OF THE BRACKET AND THE FRICTION CONNECTION. PREVENT THE BRACKET FROM HORIZONTAL OR VERTICAL MOVEMENT. THE MANUFACTURER DOES NOT SPECIFY ANY REQUIRED BOLTTENSIONING FOR THESE CONNECTIONS, ONLY THATTHEY ARE INSTALLED TO A "SNUG•TIGHr CONDITION. POWERWAVE TILT MOUNT DETAIL ?2x34 SCALE: NTS 11x17 SCALE: NTS A I II I II I II I II I 1 II I II j u I II II _/ I v v 6 u I err —• I i �LJ _10 u,;. REVIEWED FORy CODE COMPLIANCE APIA 0 i z,�o6 City Of TakWlla QI ITI ryrAif- -.71 frc*rn„ 16 2 SQUARE WASHER M10 S45 FZV 9708 15 4 THREADED ROD L_250mm FZV 10mm 33815 14 26 NUT M6M M10 FZV 9444 13 13 WASHER BRB 10 5x22x2 FZV 9608 12 3 M10 8.8 L =95mm FZV 010 11 1 M10 8.8 L =85mm FZV 010 10 1 M10 8.8 L =75mm FZV 010 9 1 CASE L =43mm 5355MC 518 6103 8 1 1 CASE L =38inm S355MC 018 6102 7 3 CASE L =57mm S355MC 018 6101 6 1 CLAMP WEAR S355MC 4mm 25037 5 2 CLAMP S355MC 4mm 2500 4 1 CLAMP W. EAR S355MC 4mm 25036 3 1 ANTENNA ATTACHMENT OU1 HER S355111 3mm 6000 2 1 ANTENNA ATTACHMENT INN R S355MC 3mm 16001 1 12 1 CONNECTION S355MC 3mm 6007 Ref.no. I ant. I Part name Material Dimension I Remark �i��Ii�iI���I !������I���Ii�ili��(����� ���1► �t1������ :Il►iIiJ1��5��►��'�,�i�l� 6 Inch 1118 ... .. q{ <z .. .• —`. Slnce1872" { 7 s l 4 L E L Z l•' s � � r� z 0 6�'<, 4T3r� 5 ,'1t g 'r�.,°' 1 �, ► ��InIJnIInllluill�I�Illni�. iuil�ui�n�iilun�iiiili. iu�iiiliui�iiiiliiii�iinlii` ii�uiiliiii�iiiiliiii��iiilii�����i�lft�������li�i��i���l��i .��: RECEIVED CITY OF TUKWILA MAR 2 4 2006 PERMIT CENTEM 6 M � ...I N L rn w W J W 3 �U °oFLNERS .aa e.o. 14201NE2Mhn SUITE200 WOODIWILLE, WA 88072 PH:426AS7.1732 FAX 425Aa7.1734 START DATE: tonlAs DRAWN BY. us CHECKED BY: — I rfl; W itlr SITE S01870 (WA847) 15 s 1{05 57118 152ND ST TUKWILA, WA98188 SHEET TITLE CONSTRUCTION DETAILS SHEET NUMBER A -5.1 -- ° i ..z ;^::p'37.i�•9s ?',:�Z.( [g^�� � � i�l...+..,'s..� ;�rf ..:.r_7.,.:C�^.*.. 'r r*' nos{ S.ar„�4:�y„' �7.r.-+ r�, i' �' uy^' n- �x1�,:ry^- •*,-:rr;.r��.^��,}}���n, 7,.a.+d•r.,,..t � � �.>IC 'r. ii i:� S.nr. iJWjs 7.•� YI"'..•W,.'� )o-' •1'Y) :%:�� ; �f r1. y�� 'i • ?�'li T�!-.. .,-'%;n .r +. ,1 1•.';1 1 i..LC, n,.' s : U LL�.•(��Y!!t..� "i.�:F��ie,'.'�" ir." - �k'1Gi� 7 'F ^�:: � � ;(r•::.. h�L• F�:�'�:t"r =. ��_Lk.y�= 1: X �219 Information and Murribing diagram changed. �•- _► Bite ID: WA847 alto Name: F5 & 1405 Rooftop or Tower. Rod Mount Wooed point Wo Luis: 53 Tier Level forAW& coloeallon Pattnerr Business on eltr. lou ,L2E4naM _ cables Wax Da 2 No R11 2 No • o 179 -Us 176-R9 17648 171418 re x s 4 n aaax hrou 4' Tech es 0Y OS e U8 2 Na R8 2 No RF Enpinaor. Plato Rovanl Phone: 4253804258 Data Ravisad. Rev 1.4.0- 2000 02 02 m Comenls: 15 w270° 16 Antenna PoslOon ouldsOnor, w:fa'tii8' s' ■ Use middle two Hz ONlallfedennm are 5rtapad 11 110-R8 11r-09 11aU (uwa0y 1000 MHz ony entennes) 116.80 111408 11f•UB ' Use outer two Position numbers D antennas are 105 Sped (LIPJAPY 1150 MW only or cklOband antennas) *Use the up Position for omnba0ush mounted antennas (UP PosO Cn$ aro Poselon numbers 5 ,11,17) • Use the down position for omnh pointed dawn or for a second set of flush mounted adennes below our dher antennas (Down pbsteons we posklon numbers 8,12.18) • N [hero are 5 antennas N a soda, use position numbers 5,11.17 ToWBR TOP RD 1 1 GOOD osm WCOMMM LAP 21401 6nC%80NTMA UD I I I RD I I GBGD Edeas ■n ODNI X X X UD ts�dlo Shroud 4• 7 e% 0 U8 2 No R9 2 No UJClnt WLA:" LAP 21.01 annorm9cn APR 0 7 Z006 ■ WCEM Ae1>♦ �Itv OF ui3ld;�� CITY REED c Uo MAR 2 `t 2000" tuM.■ PERMIT CENTEh 1' IInch 1/16 1I •2I 3I. _ .4 .• „� 51 6 1 ''MNOTT® _ Since 1872„ i 9 IL bL EL ZI� ��,, il.Ov . }I�.; 8 .�,,�_ »,' 9. `;•S' b E Z I 4 WD IIUIII�IIIIIIIII�IIIIIIIII�IIIII. III. 1: 11 bIIIII IIiII�LIlI1 JIII�IIIIIIIII�IIIII1111�IIIIIIIII�IIIIIIIII�IIIIIIIII�IIIIIIIII�Illllllllllllllllll�IILII i , I 01 0 Cc U� 9_ IZ m J to N W J InesO� W V a I..... Oo 6... 14�t201....NEE200thST, SUITE 200 WWDINVILLE, WA 88072 PN:425ASTAM FAX425A87.1734 START DATE: 11L11g5 DRAWN BY: us CHECKED BY: MWD SITE SC1870 (WA647) 15 & 1-405 5711 S 152ND ST TUKWILA. WA 88188 SHEET TITLE RADIO PLAN SHEET NUMBER A -6 1 rw,1 * X X X 13iiCEBQNTMI. 0 I .s 'jror RD GOOD Futur4 Ian 011M None aaa a� X ' X 04°.50” BtmsoNTMA 1 0 1 ToWBR TOP RD 1 1 GOOD osm WCOMMM LAP 21401 6nC%80NTMA UD I I I RD I I GBGD Edeas ■n ODNI X X X UD ts�dlo Shroud 4• 7 e% 0 U8 2 No R9 2 No UJClnt WLA:" LAP 21.01 annorm9cn APR 0 7 Z006 ■ WCEM Ae1>♦ �Itv OF ui3ld;�� CITY REED c Uo MAR 2 `t 2000" tuM.■ PERMIT CENTEh 1' IInch 1/16 1I •2I 3I. _ .4 .• „� 51 6 1 ''MNOTT® _ Since 1872„ i 9 IL bL EL ZI� ��,, il.Ov . }I�.; 8 .�,,�_ »,' 9. `;•S' b E Z I 4 WD IIUIII�IIIIIIIII�IIIIIIIII�IIIII. III. 1: 11 bIIIII IIiII�LIlI1 JIII�IIIIIIIII�IIIII1111�IIIIIIIII�IIIIIIIII�IIIIIIIII�IIIIIIIII�Illllllllllllllllll�IILII i , I 01 0 Cc U� 9_ IZ m J to N W J InesO� W V a I..... Oo 6... 14�t201....NEE200thST, SUITE 200 WWDINVILLE, WA 88072 PN:425ASTAM FAX425A87.1734 START DATE: 11L11g5 DRAWN BY: us CHECKED BY: MWD SITE SC1870 (WA647) 15 & 1-405 5711 S 152ND ST TUKWILA. WA 88188 SHEET TITLE RADIO PLAN SHEET NUMBER A -6 1 AN I CNNA SWEEP TEST ACCEPTANCE: CINGULAR WIRELESS RF ENGINEERING, PACIFIC NORTHWEST (WASHINGTON AND OREGON MARKETS) REQUIRED EQUIPMENT: 1 ANRITSU SITE MASTER C251 OR S332D. 1 EXTERNAL 12Vdc POWER SUPPLY TO POWER THE BIAS T. 1 DIN FEMALE TO N TYPE MALE ADAPTER (LOW LOSS). 1 DIN MALE TO N TYPE MALE ADAPTER (LOW LOSS). 2 DIN FEMALE TO DIN FEMALE ADAPTER (LOW LOSS). 1 PHASE STABLE CABLE. 1 TRUE -RM3 MULTI - METER, NOTE ALL SWEEPS MUST BE DONE IN RETURN LOSS MODE AND NOTVSWR MODE. TEST FREQUENCIES: MANUFACTURER PCS BAND F1 =1850 F2 =1990 850 BAND FI -824 F2 =894 TX FREQ F1 =1930 F2 =1990 TX FREQ F1 =869 F2 894 RX FREQ F1 =1850 F2 =1910 RX FREQ F1 =824 F2 849 G8 =GSM 850 TB =TDMA 850 G9 =1900 GSM U9 =1900 UMTS CALIBRATION SETUP: 1. PRESS MODE AND HIGHLIGHT RETURN LOSS. 2. ENTER FREQUENCY VALUES FOR Fl AND F2. SEE TEST FREQUENCIES FOR VALUES. 3. PRESS SWEEP, RESOLUTION THEN SELECT 517. 4. PRESS START CAL AND FOLLOW INSTRUCTIONS FOR OPEN/SHORT/LOAD. 5. ONCE SITE MASTER HAS FINISHED CALIBRATING DO NOT REMOVE LOAD. VERIFY THE TRACE IS FLAT (A FEW SPIKES ARE OK) AND MEASURES AROUND -54dB. IF NOT RETIGHTEN ALL CONNECTORS AND RECALIBRATE. IF IT IS NOT FAIRLY FLAT AND MEASURING -54d8 EITHER THE LOAD IS BAD OR'THE SITE MASTER HAS A PROBLEM. 6. RECORD THE RETURN LOSS IN dB OF THE LOAD ON THE SITE RESULTS SPREADSHEET. 7. ONCE CALIBRATION IS COMPLETED SAVE CAUSETSETUP. ANTENNA SWEEP TEST: 0) RETURN LOSS - ANTENNA ONLY (2) CABLE SYSTEM DISTANCE TO FAULT - LOAD - COMPONENT BYPASS (3) SYSTEM RETURN LOSS - LOAD - COMPONENT BYPASS (4) INSERTION LOSS - SHORT - CABLE AND COMPONENT (5) TRANSMISSION LINE CONTINUITY TEST (6) CABLE LENGTH - ANTENNA - COMPONENT BYPASS (7) RETURN LOSS - COMPONENTS (8) SYSTEM RETURN LOSS - ANTENNA, CABLE AND COMPONENTS 1. RETURN LOSS - ANTENNA ONLY: TEST FREQUENCIES: PCS BAND F1 =1850 F2 =1990 850 BAND F1 =824 F2 =894 THIS TEST PROVIDES A QUICK INTEGRITY TEST TO VERIFY THE QUALITY OF AN ANTENNA BEFORE IT IS INSTALLED. THE ANTENNA IS TESTED IN THE RETURN LOSS MODE. PERFORM THE MEASUREMENT OUTDOORS AND POINTTHE ANTENNA AT THE SKY FOR THE RETURN LOSS MEASUREMENT. THIS WILL ENSURE THAT NO RF REFLECTION FROM A NEARBY OBJECT IS CAUSING A FALSELY INFLATED RETURN LOSS. NOTE: THE MINIMUM ACCEPTABLE PASS LEVEL IS -14 dB FOR ALL BAND AND MANUFACTURERS. 2. CABLE SYSTEM DISTANCE TO FAULT - LOAD - COMPONENT BYPASS: THIS TEST IS A PERFORMANCE VERIFICATION AND FAILURE ANALYSIS TOOL FOR THE TRANSMISSION LINES AND CONNECTORS. BYPASS ANY DIPLEXERS, SURGE ARRESTORS OR MHNS IN LINE, AND SWEEP FROM THE TOP OF THE CABINET IF BOTTOM JUMPERS ARE INSTALLED, OTHERWISE SWEEP FROM THE BOTTOM OF THE MAIN COAX LINE. TEST FREQUENCIES: 1900 F1 =1850 F2 =1990 850 F1 =824 F2=894 1. PRESS MODE..SELECT DTF, SELECT DTF AID, ENTER TEST FREQ, DISTANCE AND CABLE SIZE 2. STARTING WITH TX/RX 1. USE THE DIN (F) TO DIN (F) CONNECTOR TO BYPASS THE TMA. 3. CONNECT A LOAD AT THE END OF THE ANTENNA JUMPER 4. PERFORM DTF MEASUREMENT. 5. PRESS LIMIT TO SET THE HORIZONTAL MARKER; SET LIMIT LEVEL TO -32 dB. 6. VERIFY ALL CONNECTORS ARE BETTER THAN 52 dB AND COAX IS BETTER THAN -40 dB. 7. LABEL SWEEP AS SITE ID SECTOR CABLE LABELTYPE OF SWEEP THEN SAVE SWEEP, 8. REPEAT DTF TEST FOR THE REMAINING TRANSMISSION LINES. NOTE: -32 dB OR BETTER FOR CONNECTORS IS CONSIDERED AS PASSING. -40 dB OR BETTER FOR ALL COAXIAL CABLE INCLUDING JUMPERS IS CONSIDERED AS PASSING FOR THE ENTIRE CABLE SYSTEM, THE MINIMUM ACCEPTABLE PASS LEVEL FOR THIS TEST IS -32 dB FOR BOTH 1900 MHz AND 650 MHz BAND. 3. SYSTEM RETURN LOSS,- LOAD - COMPONENT BYPASS: EACH FEED LINE SYSTEM IS TESTED FOR ACCEPTABLE RETURN LOSS. THIS TEST VERIFIES THE CABLE SYSTEM QUALITY, THE TEST IS PERFORMED USING A PRECISION, CALIBRATED 60 LOAD IN LIEU OF THE ANTENNA. THE TEST LINE CONSITS OF THE EQUIPMENT JUMPERS, SURGE ARRESTOR, MAIN FEED LINE, AND TOP JUMPERS. NOTE: THE MINIMUM ACCEPTABLE PASS LEVEL IS -20 dB FOR BOTH 1900 MHz AND 850 MHz BAND. TEST FREQUENCIES: 1900 FI -1850 F2 =1990 850 F1 =824 F2 --894 1. PRESS MODE, SELECT RETURN LOSS. 2. BYPASS THE COMPONENTS. 3. CONNECT A LOAD AT THE END OF THE ANTENNA JUMPER. 4. PERFORM RL MEASUREMENT. 5. PRESS LIMIT TO SET THE HORIZONTAL MARKER; SET LIMIT LEVEL TO -20 dB. 6. LABEL SWEEP AS SITE ID SECTOR CABLE LABEL TYPE OF SWEEP THEN SAVE SWEEP. 7. REPEAT RL TEST FOR THE REMAINING TRANSMISSION LINES. 4. INSERTION LOSS - SHORT - CABLE AND COMPONENT THIS TEST WILL MEASURE THE CABLE LOSS OFTHE TRANSMISSION LINE AND JUMPERS BETWEEN THE CABINET AND ANTENNA, USE TABLES 3 AND 4 FOR INSERTION LOSS VALUES FOR DIPLEXERS AND MHA'S. TEST FREQUENCIES: 1900 F1 =1850 F2 =1990 850 F1 =824 F2 =894 1. PRESS MODE, SELECT RL, SELECT RL AID, ENTER TEST FREQ, DISTANCE AND CABLE SIZE. 2. STARTING WITH TX/RX 1. USE THE DIN (F) TO DIN (F) CONNECTOR TO BYPASS THE TMA. 3. CONNECT A SHORT AT THE END OF THE ANTENNA JUMPER 4. PERFORM INSERTION LOST MEASUREMENT. S. MARK MAX RL ( PEAK) WITH M7 AND MIN RL (VALLEY) WITH M2. ADD M1 TO M2 THEN DIVIDE BY 4. M1 +M2/4 =1L AVERAGE SHOULD BE LESS THAN 1 dB BELOW THE LOSS FOR THE NEXT HIGHEST CABLE LENGTH. B. LABEL SWEEP AS SITE ID -SECTOR-CABLE LABELTYPE OF SWEEP THEN SAVE SWEEP. 7. REPEAT INSERTION LOSS TEST FOR THE REMAINING TRANSMISSION LINES. 5. TRANSMISSON LINE CONTINUITY TEST: THIS TEST WILL VERIFY THE CONTINUITY OF THE RX PATH BETWEEN THE BTS AND THE TMA FOR THE DC NETWORK 1. CONTINUITY TEST SHOULD BE PERFORMED RIGHTAFTER THE INSERTION LOSS TEST WHILE THE SHORT IS STILL CONNECTED. IF NOT; CONNECT A SHORT ON THE END OF THE TMA JUMPER 2. CONNECT THE METER TO THE LAST CONNECTOR BEFORE THE BIAS T; RED LEAD TO CENTER PIN BLACK LEAD TO CONNECTOR BODY. 3, VERIFY METER READS A SHORT. 4. REMOVE SHORT AND VERIFY METER READS OPEN, 5. IF STEPS 3 AND 4 FAIL CLEAN THE GLUE OFF THE CENTER CONDUCTOR ON THE JUMPERS. 6. REPEAT STEPS 1 THROUGH B FOR THE REMAINING RECEIVE PATHS. (NO MEASUREMENTS NEED TO BE RECORDED IN THE SITE REPORT) 6. CABLE LENGTH - ANTENNA - COMPONENT BYPASS: THIS DISTANCE TO FAULT SHORT TEST IS USED TO DETERMINE THE LENGTH OF THE CABLE SYSTEM WITH THE ANTENNA AS PART OF THE SYSTEM. TEST FREQUENCIES: 1900 F1 =1850 F2 -1990 850 FI-824 F2 =894 1. PRESS MODE, SELECT RL DTF, SELECT DTF AID, ENTER TEST FREQ, DISTANCE AND CABLE SIZE 2, STARTING WITH TX/RX 1. USE THE DIN (F) TO DIN (F) CONNECTOR TO BYPASS THE TMA. 3. CONNECT THE ANTENNA TO THE END OF THE ANTENNA JUMPER 4. PERFORM DTF (RL) MEASUREMENT. 5. VERIFY ALL CONNECTORS ARE BETTER THAN -32 dB. 8. LABEL SWEEP AS SITE ID SECTOR CABLE LABEL-TYPE OF SWEEP THEN SAVE SWEEP. 7. REPEAT DTF TEST FOR THE REMAINING TRANSMISSION LINES. 7. RETURN LOSS - COMPONENTS: MAST HEAD AMPLIFIER (MHA): MHNS AT 1900 MHz BAND SHOULD SHOW A RETURN LOSS BETTER THAN -18 dB. IF NECASSARY, TEST THE MHNS BY PLACING A SG-ohm LOAD ON THE END THAT CONNECTS TO THE ANTENNA, AND CONDUCT RETURN LOSS MEASUREMENT OVER THE ENTIRE 1900 MHz TX BAND, AND PRINT PLOT. SET THE START AND STOP FREQUENCIES OF THE 19007X BAND. SET M1 TO DETERMINE THE WORST RETURN LOSS IN THIS FREQUENCY RANGE. A PASS IN THIS RANGE IS A RETURN LOSS BETTER THAN -18 dB. SETTHE STARTAND STOP FREQUENCIES TO THE 1900 RX BAND. FOR A NOKIA CS72993.08 MODEL, A PASS IN THIS RANGE IS A RETURN LOSS BETTER THAN -12 dB. SEE TABLE BELOW. FOR ALL OTHER MODELS, THE RETURN LOSS WILL BE 0 dB IN THE 1900 RX BAND BECAUSE THEY WILL NOT ALLOW SIGNAL THROUGH WITHOUT DC POWER 1900 MHz MANUFACTURER CATEGORY RL CRITERIA INSERTION LOSS GAIN TX 806 - 960 MHz TX -18 db 0.8 dB N/A RX (ACTIVE MODE) -16 db 1.7 dB 33 d8 C N I RX (INACTIVEI BYPASS MODE) -12 db 4.5 dB . Td TX -18 db 0.8 dB N/A RX (ACTIVE MODE) -18 db 1.9 dB 12 dB POWERWAVE LGP214NN RX (INACTIVE/ BYPASS MODE) 0 db 2.6 dB 0 dS TX -18 db 0.5 dB N/A RX ( ACTIVE MODE) -16 db 1.7 dB 12 dB ERIC 330N KRY 11271/N S ON RX (INACTIVEI BYPASS MODE) 0 db 2.5 dB 0 dB DIPLEXERS: THE DIPLEXER OPERATES AT 850 MHz AND 1900 MHz BANDS (THROUGH THE APPROPRIATE PORTS) AND SHOULD SHOW A RETURN LOSS BETTERTHAN -20 dB. TO TEST THE DIPLEXER, PLACE A 50-ohm LOAD ON THE END WITH ONE PORT THAT CONNECTS TO THE ANTENNA. CONNECT THE TEST GEAR TO THE 1900 MHz PORT ON THE DIPLEXER. SWEEP OVERTHE ENTIRE 1900 MHz TX/RX BAND, AND PLOT IT. SET THE START AND STOP FREQUENCIES OF THE ENTIRE 1900 MHz TX/RX BAND. SET MI TO DETERMINE THE WORST RETURN LOSS IN THIS FREQUENCY RANGE. A PASS IN THIS RANGE IS A RETURN LOSS BETTER THAN -20 dB. THEN CONNECT THE TEST GEAR TO THE 850 MHz PORT ON THE DIPLEXER. SWEEP OVER THE ENTIRE 850 MHz TX/RX BAND, AND PLOT IT. SET THE START AND STOP FREQUENCIES OF THE ENTIRE 850 MHz TX/RX BAND. SET M1 TO DETERMINE THE WORST RETURN LOSS IN THIS FREQUENCY RANGE. A PASS IN THIS RANGE IS A RETURN LOSS BETTER THAN -20 dB. SEE TABLE BELOW FOR DIPLEXER TYPES. 1900 MHz MANUFACTURER CATEGORY RL CRITERIA INSERTION LOSS ANDREWS 641280- DF -9-DCB TX 806 - 960 MHz -20 db 0.15 dB RX 1710 - 2160 MHz -20 db 02 dB CLEARCOMM CCDP -565-1 W TX 806 - 980 MHz -18 db 0.16 dB RX 1710 - 2160 MHz -16 db 0,15 dB 8. SYSTEM RETURN LOSS - ANTENNA, CABLE AND COMPONENTS: EACH ANTENNA FEED LINE SYSTEM IS TESTED FORA RETURN LOSS. THE TEST LINE IS CONSISTED OF BOTTOM JUMPER, SURGE ARRESTOR, MAIN COAX, TOP JUMPER, MHA, DIPLEXER, AND ANTENNA THERE ARE TWO TYPES OF TESTING FOR THIS COMPLETED SYSTEM. THEY ARE TX PATH AND TX/RX PATH. 1. TX PATH TESTING THE TX PATH RETURN LOSS TESTING IS A PERFORMED TO MEASURE THE CONTINUITY AND IMPEDANCE MATCH OF THE TRANSMIT PATH. THIS SETUP IS ALSO USED IF NO TMA IS USED. TEST FREQUENCIES: 1900 F1 =1850 F2 =1990 850 F1 =824 F2 =894 1. PRESS MODE, SELECT RETURN LOSS ON SITE MASTER 2. ENTER TEST FREQUENCIES AND PERFORM CALIBRATION PROCEDURE LISTED ABOVE. 3. PRESS LIMITTO SET THE HORIZONTAL MARKER; SET LIMIT LEVEL TO -15.5 dB. 4. STARTING WITH TX. CONNECT THE DIPLEXERS IF PROVIDED. 5. PERFORM RETURN LOSS MEASUREMENT. 6. PRESS MARKERS SELECT M1 THEN MARK PEAK 7. VERIFY MARKER M1 IS BETTER THAN -15.5 dB. 8. LABEL SWEEP AS SITE ID SECTOIZCABLE LABELTYPE OF SWEEP THEN SAVE SWEEP. 9. DISCONNECT SWEEP GEAR FROM TX. 10. REPEAT RETURN LOSS TEST FOR THE REMAINING TRANSMISSION LINES. TEST FREQUENCIES: F1 =1930 172 =1990 I. PRESS MODE, SELECT RETURN LOSS ON SITE MASTER 2. ENTER TEST FREQUENCIES AND PERFORM CALIBRATION PROCEDURE LISTED ABOVE. 3. PRESS LIMIT TO SET THE HORIZONTAL MARKER; SET LIMIT LEVEL TO -15.6 dB. 4. STARTING WITH TX/RX 1. REMOVE THE DIN (F) TO DIN (F) CONNECTOR AND RECONNECT THE TMA. 5. PERFORM RETURN LOSS MEASUREMENT. 5. PRESS MARKERS SELECT M1 THEN MARK PEAK 7. VERIFY MARKER M1 IS BETTER THAN -15.6 dB. 8. LABEL SWEEP AS SITE ID SECTOIZCABLE LABEL TYPE OF SWEEP THEN SAVE SWEEP. 9. DISCONNECT SWEEP GEAR FROM TX/RX 1. 10. REPEAT RETURN LOSS TEST FOR THE REMAINING TRANSMISSION LINES. TEST FREQUENCIES: F1 =1850 172 -1910 1. PRESS MODE, SELECT RETURN LOSS ON SITE MASTER, 2. ENTER TEST FREQUENCIES AND PERFORM CALIBRATION PROCEDURE LISTED ABOVE. 3. PRESS LIMIT TO SET THE'HORIZONTAL MARKER; SET LIMIT ILL TO pJ -15.5 dB. r it 4. STAR71NO WITH TX/RX I. REMOVE THE DIN (F) TO DIN (F) NECT &D AND RECONNECT THE TMA. 5. PERFORM RETURN LOSS MEASUREMENT. 6. PRESS MARKERS SELECT MI THEN MARK PEAK. 411 I 7. VERIFY MARKER MI IS BETTER THAN -16.5 dB. 8. LABEL SWEEP AS SITE ID SECTOR CABLE LABEL TYP F SWEEP THEN SAVE SWEEP. r!P 9. DISCONNECT SWEEP GEAR FROM TX/RX 1. 10. REPEAT RETURN LOSS TEST FOR THE REMAINING TRANSMISSION LINES. NOTE: THE PASS CRITERIA 13 -15.5 dB. 1. TX/RX TESTING THE TX/RX PATH TESTING IS A TEST PERFORMED TO MEASURE THE' OPERATION OF THE DUPLEXOR - THE ISOLATION BETWEEN TRANSMITS AND RECEIVES PATHS - AND THE OPERATION OF THE LOW NOISE AMPLIFIER (LNA). THE TEST METHOD CONSITS OF CONNECTING THE ANTENNA CABLE SYSTEM TO THE TEST EQUIPMENT SUCH THATA LOOP TYPE TEST (SEE SECTION 3) CAN BE PERFORMED THROUGH THE LNA- A BIAS T AND POWER SUPPLY ALLOW THE LNA TO BE POWERED ON AND OFF. ONE DATA RECORDING 13 DONE WHEN THE LNA DC POWER IS TURNED OFF; A SECOND DATA RECORDING IS DONE WHEN THE LNA DC POWER IS TURNED ON TO 15V. NOTE: THE MINIMUM ACCEPTABLE VALUE IS IF THE GAIN BETWEEN THE TWO RECORDED DATA IS GREATER OR EQUAL TO 11 dB FOR A GAIN TMA OR IS GREATER OR EQUAL TO 32 dB FORA 33 dB TMA DUPLEX LNA TESTING: DUPLEX LNA TX/RX TRANSMISSION TESTING WILL TEST THE OPERATION OF THE DUPLEXER -THE ISOLATION BETWEEN TRANSMIT AND RECEIVE PATHS - AND THE OPERSTION OF THE LOW NOISE AMPLIFIER (LNA). THIS TEST DOES NOT GIVE ACCURATE QUANTITATIVE DATA ON THE LNA GAIN. IT IS BASICALLY A FUNCTIONALITY TEST TO ESTABLISH THAT THE LNA POWERS UP WITH GAIN APPROXIMATELY TO SPEC. 1. CONNECT TX CABLE INTOTHE RF OUT PORT OT THE NETWORK ANALYZER 2. CONNECT TX/RX OR RX CABLE INTO THE RF IN PORT OF THE NETWORK ANALYZER THROUGH THE BIAS TEE. 3. THE POWER SUPPLY CONNECTED TO THE BIAS TEE SHOULD BE OFF. 4. INJECT RF SIGNAL INTO THE RF OUT PORT. 5. MEASURE AND RECORD THE RETURN LOSS WHILE THE DC POWER INTO THE BIAS TEE IS OFF. 6. LEAVE THE HARDWARE SET. UP THE SAME. 7. MEASURE AND RECORD THE RETURN LOSS WHILE THE DC POWER INTO THE BIAS TEE IS ON AND SETTO +15 VOLTS. S. COMPARE THE GAIN BETWEEN THE TWO RECORDING DATA IF THE GAIN IS GREATER OR EQUAL TO 11 dB FOR AN 11 dB TMA AND 32 dB FORA 33 dB TMA, THEN THE SYSTEM IS CONSIDERED AS PASS. DELIVERABLES: THE FOLLOWING EIGHT (8) PLOTS OF SWEEPS AND ONE SITE SURVEY FORM SHOULD BE INCLUDED IN THE TURNOVER PACKAGE FOR EVERY ANTENNA PORT ID. IN ADDITION TO THE PLOTS THE SITE SURVEY FIELDS MUST BE POPULATED: • RETURN LOSS - ANTENNA ONLY: PASS CRITERIA: -14 dB • DISTANCE TO FAULT - LOAD - COMPONENT BYPASS: PASS CRITERIA: -32 dB • SYSTEM RETURN LOSS - LOAD - COMPONENT BYPASS: PASS CRITERIA: -20.0 dB INSERTION LOSS - SHORT - CABLE AND COMPONENT• PASS CRITERIA NO LESS THAN 1 dB BELOW TABLE 1 OR TABLE 2 • CABLE LENGTH - ANTENNA - COMPONENT BYPASS: PASS CRITERIA: NONE • SYSTEM RETURN LOSS - ANTENNA- CABLE AND COMPONENT• PASS CRITERIA: -15.6 dB . LNA GAIN - SHORT- DC POWER OFF: PASS CRITERIA NO GAIN LNA GAIN - SHORT- DC POWER ON: PASS CRITERIA: 11 dB GAIN OR 32 dB GAIN ALL SWEEPS MUST BE POSTED AT THE FOLLOWING LOCATION: hfpa// Pluaxddve .comlabutrx=7f4v7rf2al5b THE FOLLOWING PEOPLE NEED TO BE EMAILED WHEN SWEEPS ARE POSTED: steven.webster@dngular.com; anne.le@cingular.com; edo.e.)ohnson @dngular.com; gerardo.garcla@cIngular.com; Plero.rovanlQdngular.com FOR ANY TECHNICAL QUESTIONS PLEASE CONTACT: [�REECEIVED James Fugate @ (206) 240 -9006 or Plero Rovanl'® (425) P3MWF TUKWI LA 2�l�i�i�i�3l�i� ��i 4 i I5 1116 Inch 1/`16 ry��.�++ ++ 4 p � _' ; ,IIE..y.. •8 -' _:::., ,L..:... '. � 9rh��..�5 ' 4 E Z G WO SIM 1872'" u��lnlull�lullun�nnliln�niil iiilri i .ui�in1urili.iii.111,0I'l il�iii�ii�iliiflluiiliUl�lllllllll�lllllllll�lllIIIIII�fIIIIIIII�IIIIIIIII�III .II MAR 2 4 200ii DP WAIT AIT r :FIVTl=k 0 Fna i w W J W �U 04 10 14201NE20001ST, SUrrE200 WOODINVILLE, WA 98072 PH:426.487.1732 FAX:428A87.1734 START DATE: tonlAs DRAWN BY: LJ9 CHECKED BY: Mwo SITE SC1870 (WA647) 15 & 1-405 5711 S 152ND ST TUKWILA, WA 98188 SHEET TITLE ANTENNA SWEEP TEST & COAX MARKING SHEET NUMBER A -7 / IIiIIIIIIIII� .�.i1IIII!I�III�II�I Inch 1/18 SIM 1872,E I I IJ.I I I I I I I I I I ( I I I I I IJ I I I I I I I I II.II.LI I I LI11 1 111 I( H1111hi111.1- li•iilii 2• RMC W/ (24) TWISTED PAIRS OF 24 AWG SHEILDED TELCO CABLE 2" RMC W/ (2) - #2 THHN, (1) - #6 THHN AND (1) -#8 GROUND PROPOSED — o = ==V l W/ 2P CIRCUIT B PAKERS CE PANEL RE ___-- - - - - -_ I PROPOSED TELCO NEMA 311 ENCLOSURE E./F p^ REVVIEW�/E�pD1 7F/OR SHELVES CODE �ol'It -W ANCE ,APR 0 7 MIN I i I I i I I I TTIITIT I- III 11 I I r1115I'I111.11+1. �M aye°^ .' IIilnlililllirlliiullililiiillliull111�1iiilii11�1iiilfiil�uiiliiii�iiiiliii .i�: Rl oc U� Sm J N to ui W J W �V ORNEFI R•1 NONG O 14201 NE 200th ST, SUITE 200 WOODINVILLE, WA 98072 PH:425A87.1732 FAX 425A87.1734 START DATE: tavttAs DRAWN BY: Lis CHECKED BY: mm A RECEIVED ELECTRICAL SPECIFICATION: CITY OF TUKWILA 1 ALL ELECTRICAL WORK SHALL BE COMPLETED IN ACCORDANCE WITH THE LATEST EDITION OF THE NATIONAL ELECTRICAL CODE MAR 2'4 2006 2. COMPLY WITH THE LATEST EDITION OF THE UNIFORM BUILDING CODE, THE REQUIREMENTS OF ALL APPLICABLE MUNICIPAL AND STATE CODES AND REGULATIONS, AND UTILITY GUIDELINES. PERMIT CENTEh 3. PERFORM ALL VERIFICATION, OBSERVATIONS, TESTING AND EXAMINATION OF WORK PRIOR TO THE ORDERING OF ELECTRICAL EQUIPMENT AND THE ACTUAL CONSTRUCTION. ISSUE A WRITTEN NOTICE OF ALL FINDINGS TO THE 2' 1' 0 1' 2' 4' CONSTRUCTION MANAGER LISTING ALL MALFUNCTIONS, FAULTY EQUIPMENT AND DISCREPANCIES. 4. ALL ELECTRICAL/ TELCO CONDUIT SHALL BE RIGID METAL CONDUIT (RMC) TYPE CONFORMING TO UNDERWRITERS LABORATORIES STANDARD UL-6 AND ASTM A -135: ALL CONDUITS SHALL COMPLY WITH NEC, ARTICLE 346. ALL RIGID AND FLEXIBLE CONDUITS, AND COUPLINGS SHALL BE HOT DIPPED GALVANIZED HAVING A HARD BAKED ENAMEL OR HEAVY LACQUER FINISH, BOTH INSIDE AND OUTSIDE. COUPLINGS SHALL BE THREADED TYPE, TRANSITION FROM 2" RMC GALVANIZED AND MADE FROM SAME GRADE OF MILD STEEL AS RMC. ALL TO LIQUIDTIGHT FLEX BENDS SHALL BE 30" MINIMUM RADIUS. METAL CONDUIT AFG (fYP) 5. ALL WIRING SHALL BE STRANDED COPPER WITH MINIMUM 600V INSULATION (UNLESS OTHERWISE NOTED). r - -_�- (E) SHELVES I C IrFUTURE �I 6. NEUTRAL SHALL BE COLOR CODED, INSULATION SHALL BE CROSS - LINKED POLYETHYLENE (E) FUTURE URE� 7. CONTRACTOR TO CONTACT ALL UTILITIES FOR LOCATION OF FILE MODIFIED TO ACCOMMODATE• NOKIA NO NOKIA AKIN NEW CABINETS CABINET CABINET CABINET LCABINET UNDERGROUND SERVICES. SERVICE LOCATIONS TO BE CONFIRMED PRIOR -- -- -- c TO CONSTRUCTION. II 1 \\� i \ �� \� \ 8. THE CONTRACTOR IS RESPONSIBLE FOR ALL PERMITTING, FILING, AND I _ FEES IN CONJUNCTION WITH THE PROJECT. L 9. THE CONTRACTOR SHALL SCHEDULE ALL NECESSARY INSPECTIONS WITH THE PROPER AUTHORITIES AND INFORM CINGULAR 24 -HOURS IN ADVANCE PROPOSED INDOOR ALL TICKETS AND INSPECTION VERIFICATIONS WILL BE SUBMITTED TO THE OWNER'S REPRESENTATIVE WITHIN 24 -HOURS AFTER THE INSPECIOON HAS TAKEN PLACE (E) LUCENT UMTS CABINET DESK (E) TELCO RACK 10. ALL EQUIPMENT, WIRING, AND MATERIALS MUST HAVE A UL LABEL (RELOCATED TO SUM 11. ALL WORK SHALL BE DONE BY QUALIFIED AND EXPERIENCED JOURNEYMEN AND PERFORMED IN A WORKMANLIKE MANNER AND SHALL PROCEED IN AN ORDERLY MANNER SO AS NOTTO HOLD UP THE PROGRESS OF THE PROJECT. 12. THOROUGHLY TEST ALL LINES FEEDERS, EQUIPMENT, AND DEVICES WITH MAXIMUM LOADS TO ASSURE PROPER OPERATION 13. CONDUCTOR LENGTHS SHALL BE CONTINUOUS FROM TERMINATION TO TERMINATION WITHOUT SPLICES 14. PROVIDE PULL BOXES WHERE SHOWN AND /OR WHERE REQUIRED BY CODES AND /OR UTILITY COMPANIES. 15. ALL CONDUIT ROUGH IN SHALL BE COORDINATED WITH THE MECHANICAL EQUIPMENT TO AVOID LOCATION CONFLICTS. CONTRACTOR SHALL VERIFY ALL LOCATIONS 16. ALL WIRES SHALL BE TAGGED AT ALL PULL BOXES, J- BOXES, EQUIPMENT BOXES, AND CABINETS WITH APPROVED PLASTIC TAGS. 17. ALL BREAKERS IN PANEL BOXES SHALL BE IDENTIFIED WITH TYPE WRITTEN LABELS NEATLY PLACED ALONG SIDE OF THE BREAKER 18. ALL FIRE RATED WALL AND FLOOR PENETRATIONS ARE TO BE CAULKED AND SEALED WITH A FIRE RESISTANT CAULKING TO MAINTAIN THE INTEGRITY OF THE FIRE SEPARATION. 19. UTILIZE SONNEBORN TYPE NP -1 CAULKING FOR SEALING ALL EXTERIOR WALL PENETRATIONS 20. SUBCONTRACTOR SHALL SUPPLY AND INSTALL A 200# RATED NYLON PULL CORD FOR FULL LENGTH OF ALL EMPTY CONDUIT GRAS REQUIRED BY LOCAL UTILITY COMPANY. ELECTRICAL SPECIFICATIONS 2 TELCO /POWER ROUTING 99v.0 RCAI_F- 1P2" 0 1Ln' I 11v17 crtnl c• iA" a �! n" 22x34 SCALE: NTS 11X17 SCALE: NTS / IIiIIIIIIIII� .�.i1IIII!I�III�II�I Inch 1/18 SIM 1872,E I I IJ.I I I I I I I I I I ( I I I I I IJ I I I I I I I I II.II.LI I I LI11 1 111 I( H1111hi111.1- li•iilii 2• RMC W/ (24) TWISTED PAIRS OF 24 AWG SHEILDED TELCO CABLE 2" RMC W/ (2) - #2 THHN, (1) - #6 THHN AND (1) -#8 GROUND PROPOSED — o = ==V l W/ 2P CIRCUIT B PAKERS CE PANEL RE ___-- - - - - -_ I PROPOSED TELCO NEMA 311 ENCLOSURE E./F p^ REVVIEW�/E�pD1 7F/OR SHELVES CODE �ol'It -W ANCE ,APR 0 7 MIN I i I I i I I I TTIITIT I- III 11 I I r1115I'I111.11+1. �M aye°^ .' IIilnlililllirlliiullililiiillliull111�1iiilii11�1iiilfiil�uiiliiii�iiiiliii .i�: Rl oc U� Sm J N to ui W J W �V ORNEFI R•1 NONG O 14201 NE 200th ST, SUITE 200 WOODINVILLE, WA 98072 PH:425A87.1732 FAX 425A87.1734 START DATE: tavttAs DRAWN BY: Lis CHECKED BY: mm A RECEIVED SITE CITY OF TUKWILA gC1870 (WA647) MAR 2'4 2006 6711 S152ND ST TUKWILA, WABS188 PERMIT CENTEh SHEET TITLE ELECTRICAL DETAILS 2' 1' 0 1' 2' 4' SHEET NUMBER E -1 Y ■ SECTOR A SECTOR B SECTOR C (1)ANTENNA (1)ANTENNA (1)ANTENNA PER SECTOR PER SECTOR PER SECTOR I I COAXIAL CABLES (TYP (E) GROUND BAR 2 PER ANTENNA) @ ANTENNA COAX GROUND 1 WIRE (TYP) I� #2 AWG SHIELDED ' GROUND WIRE ON / ELECTRICAL ISOLATERS (E) GROUND BAR @ BASE OF POLE I 02 SOLID BARE TINNED COPPER_// I GROUND WIRE EQUIPMdNT CABINETS (TYP) ' (E) MGB --�— l T T 17 #2 SOLID BARE I c TINNED COPPER GROUND WIRE TO GROUND RING TO (E) GROUND RING (TYP 2 PER CABINET) , #2 SOLID BARE TINNED COPPER GROUNDING LEADS (TYP 2 PER CABINET) ANTENNA GROUNDING DIAGRAM I TYPE GR Ell-01--m........ TYPE SS a` e e TYPE PT lllf� Eat TYPE GT TYPE VS NOTE: CADWELD 'IYPES'SHOWN ABOVE ARE EXAMPLES - CONSULT WITH PROJECT MANAGER FOR SPECIFIC TYPES OF CADWELDS TO BE USED FOR THIS PROJECT. CADWELD DETAILS 2 1 NOT USED • Iii' i- li�iliiil .IIIIIIIIIII-��I-���I-Illlllll Inch 1/16 1 2 t ESTCO'TT®' Since 1873 56, b6 EL ZIL. (Gi�'. �U�i�s4s n�. nilnu�lnilun�nllliiilJlull�ullilillulilllul NOTE: COAT ALL MECHANICAL CON WITH 'NOOX' OR APPROVED EQUAL NECTIONS NEW COAXIAL GROUND KITS W/ LONG BARREL COMPRESSION DOUBLE LUGS, ATTACH TO GROUND BAR & INSTALL BY ANTENNA CONTRACTOR ( CADWELD TYPE -GL) (E) 45c 24'x 1/4' THK COPPER GROUND BAR INSTALLED BY GENERAL CONTRACTOR 24' FIELD VERIFY #2 SOLID BARE TINNED COPPER WIRE CADWELD (TYPE -GL) 4 1 GROUND BAR CONNECTION DETAIL 11vp I Iilll1lllllllj4hllllilll l�ll5la�lllil�l_ h�� s 'i di 1�y d ,sc7 � {i •rvrh,�`i' zi siRmPaa 4i a T � , b E Z . L WO IIllllll�lll111ll11111111ll111l1111lll111llllll1111ll111llll1111111111llllllll IIIIIIILII REVIEWED FOR CODE COMpuANCE A000^jpg: A II CITY OF TIUKWILA MAR 2 4 2006 PERMIT CENTER 3 1 C E U$ F- 0m 70 J f y �V U) W J W D m • u 04 At ►• EOHNEFi w'il'Oa ir. o. 14201NE200thST, SUtTE200 WOODINVILLE, WA 88072 PH:425A87.1732 FAX 425A87.1734 START DATE: 10f11NtS DRAWN BY: u3 CHECKED BY: n1Vw SITE SC1870 (WAS47) 15 & 1-405 5711 S 152ND ST TUKWILA, WA 88188 SHEET TITLE GROUNDING DETAILS SHEET NUMBER E -2 0 000 • • • 0 0 0 0 0 0 0 0 0 - 0 0 Co- 24' FIELD VERIFY #2 SOLID BARE TINNED COPPER WIRE CADWELD (TYPE -GL) 4 1 GROUND BAR CONNECTION DETAIL 11vp I Iilll1lllllllj4hllllilll l�ll5la�lllil�l_ h�� s 'i di 1�y d ,sc7 � {i •rvrh,�`i' zi siRmPaa 4i a T � , b E Z . L WO IIllllll�lll111ll11111111ll111l1111lll111llllll1111ll111llll1111111111llllllll IIIIIIILII REVIEWED FOR CODE COMpuANCE A000^jpg: A II CITY OF TIUKWILA MAR 2 4 2006 PERMIT CENTER 3 1 C E U$ F- 0m 70 J f y �V U) W J W D m • u 04 At ►• EOHNEFi w'il'Oa ir. o. 14201NE200thST, SUtTE200 WOODINVILLE, WA 88072 PH:425A87.1732 FAX 425A87.1734 START DATE: 10f11NtS DRAWN BY: u3 CHECKED BY: n1Vw SITE SC1870 (WAS47) 15 & 1-405 5711 S 152ND ST TUKWILA, WA 88188 SHEET TITLE GROUNDING DETAILS SHEET NUMBER E -2 PROPOSED 200 AMP PANEL CIRCUIT DESCRIPTION SURGE SUPPRESOR 80A SPARE • 1 3 5 A B 2 4 8 8 10 12 14 18 18 20 22 24 P8 4 42 CIRCUIT DESCRIPTION 20A LIGHTING 20A GFI RECEPTACLE 30A' BTS (EXISTING) 30A BTS (EXISTING) 30A ARGUS TE20 PWR CABINET 30A ARGUS TE20 PWR CABINET 30A ARGUS TE20 PWR CABINET 30A ARGUS TE20 PWR VARGUS ABINET 0 PWR CABINET PWR CABINET PWR CABINET 2' RMC W/ (2) -#2 THHN, SPARE 7 LUCENT UMTS CABINET 100A 9 11 ARGUS TE20 PWR CABINET 30A 13 15 ARGUS TE20 PWR CABINET 30A 17 (1)- #6THHN AND (1) -#B GROUND TRANSITION FROM 2' RMC TO 14201 NE 200th ST, SUITE 200 W00131I ILLE,. WA 98072 PH 426A87.1732 FAX 428A87.1734 ' 19 ARGUS TE20 PWR CABINET 30A 21 23 ARGUS TE20 PWRCABINET 30A 25 27 ARGUS TE20 PWR CABINET. 30A 29 31 ARGUS TE20 PWR CABINET 30A 33 35 ARGUS TE20 PWR CABINET 30A 37 =39 41 CONDUIT AFG, SEE NOTE 2. START DATE tonuae DRAWN BY: IJS CIRCUIT PANEL SCHEDULE EXISTING PRIMARY CONDUCTORS FROM POWER SOURCE MECHANICAL INTERLOCK 30 AMP 2P CIRCUIT BREAKER (TYP OF 12) - 2' RMC W/ (2) - #2 THHN, (1) -#8 THHN AND (1) -#8 GROUND TRANSITION FROM 2' RMC TO LIQUIDTIGHT FLEXIBLE METAL CONDUIT AFG, SEE NOTE 2. — 2 1 ELECTRICAL ONE -LINE DIAGRAM lid• �- I�I�I��ILI�III `II�I�-I�- I- II��II�I,�� Inch 1118 A C( +•® i Stna18p*' 5IL tiL EL Z6 Ll'`" 0V' IIU- III�IIIIIIIIIIIIIIIIIII�IIIllilllllllllllllli .IIIIIIII 2P ARGUS TE20 SITE SUPPORT CABINET NEW (1) -#4 AWG GROUND TO GROUNDING SYSTEM — EXISTING 200A METER BASE EXISTING MAIN DISCONNECT PANEL EXISTING CONDUCTORS EXISTING GENERATOR RECEPTACLE ' c�FCOED FOR �Pugjce A lDoon,gsao APR 0 7 20nR L Cc J N L co W (0-i .� W It �U s NOTES: 1. SUBCONTRACTOR SHALL SUPPLY 38' OF WATERTIGHT FLEX CONDUIT WITH ALL CONDUIT FITTING (NUTS, REDUCING BUSHINGS, ELBOWS, COUPLINGS, ETC.) NECESSARY FOR CONNECTION TO THE EQUIPMENT CABINET. 2. SUBCONTRACTOR SHALL CUT, COIL AND TAPE A 10-FOOT PIGTAIL FROM END OF FLEX CONDUIT FOR TERMINATION BY EQUIPMENT INSTALLATION VENDOR. 3. SUBCONTRACTOR SHALL SUPPLY AND INSTALL A 200# RATED NYLON PULL CORD FOR FULL LENGTH OF ALL EMPTY CONDUIT OR AS REQUIRED BY THE LOCAL UTILITY COMPANY. 31 .!III s�- ':���,�_�- �� -�_�i � 6_ - . .�hM'{'fk3'rtn" .o•: art t1l IIIIIIIII�II I Ill �IIIIIIIIIIIIIIII�IIII�IIIIIIIII�IIIIIIIII�HIIIIIII�IILIIIIII�IILII_ RECEIVED CITY OF TUKWIIA MAR 2 4 2006 PERMIT CENTEh 1 SITE SC1870 (WA847) 1-5 a loos 5711 S 152ND ST TUKWILA. WA 98188 SHEET TITLE PANELSCHEDUEL$ ONE -LINE DIAGRAM SHEET NUMBER E -3 NEW 200 AMP 120/240V 1PH 3W PANELBOARD �iO?TNEPIXIMNG 2' RMC W/ (2) -#2 THHN, 2P (1)- #6THHN AND (1) -#B GROUND TRANSITION FROM 2' RMC TO 14201 NE 200th ST, SUITE 200 W00131I ILLE,. WA 98072 PH 426A87.1732 FAX 428A87.1734 ' LIQUIDTIGHT FLEXIBLE METAL CONDUIT AFG, SEE NOTE 2. START DATE tonuae DRAWN BY: IJS LUCENT UMTS MODULAR CELL CABINET CHECKED BY: mw. NOTES: 1. SUBCONTRACTOR SHALL SUPPLY 38' OF WATERTIGHT FLEX CONDUIT WITH ALL CONDUIT FITTING (NUTS, REDUCING BUSHINGS, ELBOWS, COUPLINGS, ETC.) NECESSARY FOR CONNECTION TO THE EQUIPMENT CABINET. 2. SUBCONTRACTOR SHALL CUT, COIL AND TAPE A 10-FOOT PIGTAIL FROM END OF FLEX CONDUIT FOR TERMINATION BY EQUIPMENT INSTALLATION VENDOR. 3. SUBCONTRACTOR SHALL SUPPLY AND INSTALL A 200# RATED NYLON PULL CORD FOR FULL LENGTH OF ALL EMPTY CONDUIT OR AS REQUIRED BY THE LOCAL UTILITY COMPANY. 31 .!III s�- ':���,�_�- �� -�_�i � 6_ - . .�hM'{'fk3'rtn" .o•: art t1l IIIIIIIII�II I Ill �IIIIIIIIIIIIIIII�IIII�IIIIIIIII�IIIIIIIII�HIIIIIII�IILIIIIII�IILII_ RECEIVED CITY OF TUKWIIA MAR 2 4 2006 PERMIT CENTEh 1 SITE SC1870 (WA847) 1-5 a loos 5711 S 152ND ST TUKWILA. WA 98188 SHEET TITLE PANELSCHEDUEL$ ONE -LINE DIAGRAM SHEET NUMBER E -3 NOTES: FRP (FIBERGLASS REINFORCED PLASTIC) STRUCTURAL PRODU ALL FRP STRUCTURAL PRODUCTS (DYNAFORM SHAPES) WORK SHALL BE IN ACCORDANCE WITH THE SPECIFICATIONS UNLESS NOTED OTHERWISE. PLATES AND SHAPES SHALL CONFORM TO ASTM D-838, 895, 790, Fy = 30ks1. UNLESS NOTED OTHERWISE. IF FIELD FABRICATION IS REQUIRED, ALL CUT EDGES AND DRILLED HOLES TO BE SEALED USING VINYL ESTER SEALING KIT SUPPLIED BY MANUFACTURER FRP BOLTS AND NUTS SHALL CONFORM TO ASTM D-1138,695,790, UNLESS NOTED OTHERWISE. BOLTED CONNECTIONS SHALL USE BEARING TYPE BOLTS AND SHALL HAVE A MINIMUM OF ONE BOLT UNLESS NOTED OTHERWISE. FRP BOT ASSEMBLIES TO BE LOCKED USING VINYL SEALER MIX APPLIED TO FULLY COVER THREADS. TIGHTEN FRP NUTS HAND TIGHT PLUS 114 TURN. ALL EXPOSED THREAD TO BE SEALED. PROPOSEDFRP 4x4x1/4 TUBE FRAME 04 CORNER ST (T1'P) 3.3 (E) 20 SISTER i STUD EA SIDE OF 4x4 (TYP) (E) 8x8 DF#1 CONT POST PROPOSED FRP (E) 5/8" EXT GYPSUM SHTG 4x4x1/4 TUBE FRAME—W / LAP SIDING f�--I!E)WPLWDSHTG (E) 2x4 STUDS ®18" OCR THIS SECTION TO BE REMOVED & REPLACED w WITH FRP TUBE FRAME L U� C t UIvlF l(A (E) 2x10 JOISTS C w yN PROPOSED FRP wi + ®�eaRa9�r�q'� OPE ®18" OC � 4x4xl/4 TUBE FRAME THIS SECTION TO BE REMOVED & REPLACED „ WITH FRP TUBE FRAME � m EQ TYP EQ TYP ((:� PLAN AN OT 'I(J(IUVI( EQ TYP EQ TYP NORTH PLAN 10' -0" NORTH 3' 2' 1' 0 1' 3' 5' T 2' V 0 1' 3' 5 PROPOSED CUPOLA - PLAN 4 EXISTING CUPOLA -PLAN 2 22x34 SCALE: 3/8"- 1'-0" 11X17 SCALE: 3/16'= 1'-0' _ 22x34 SCALE: 318" =1' 0" 11x17 SCALE: 3/18" 01'.0" (E) 2x4 (E) 4x4 (E) 48 (E) 2x11 (E)112" (E) 8x8 (E) B/8" W/ LAP • 1/1 poll A 7A �� iii li i n i (E) 618' EXT GYPSUM SHTG W1 LAP SIDING f / / / / 3' 2' 1' 0 1' 3' 6 EXISTING CUPOLA SECTION EXISTING CUPOLA SECTION 22x34 SCALE: 3 /B" 01'-0" 11x17 SCALE: 3116"= 11-0" 3 0 X S il•i��ili�il►�ililililii Inch 1/16 ..1 STcTT® Sin, o 5G b � illillii1C nlilnnE16 n11111I Z l.6 ill 11 lip- i_2�1i11JI11111 13I���1��1ilf - ? 6_ 8 Lw a t 9=: I�I�iiliiiiLiiiilnnliiu. ��iiiliinliillllilillinlllllllllilnlllllllllllllllllllullllillfliillliilliiilliilliil .i i FIBERGLARME WED CITY OF TUKWILA MAR 2 4 2006 PERMIT CENTEh <_J T THIS SECTION TO BE REMOVED & REPLACED WITH FRP TUBE FRAME F RZI m9 mm J 2 /ice� W J W U �C0 NEMMONE 14201NE20MST, SUFTE200 WOODINVILLE, WA 08072 PH:425A87.1732 FAX 426,487.1734 [TART DATE: tontAS DRAWN BY: Lis CHECKED BY: Mw SITE \ SC1870 (WA847) 1 1.5 & 1.405 6711 S 152ND ST \ \ \ TUKWILA, WA 98188 SHEET TITLE STRUCTURAL DETAILS 3' .2 1' 0 1' 3' 6 SHEET NUMBER S -1 THIS SECTION TO BE (E) 4x8 BLKO REMOVED & REPLACED WITH FRP TUBE FRAME (TYP) 3 (E) 4x4 CORNER � POST (TYP) (E) 2x4 SISTER STUD _ EA SIDE OF 494 OW) (E) 8x8 DF#1 CONTPOST (E) 5/8" EXT GYPSUM SHTG W/ LAP SIDING (E)1/2" PLWD SHTG L U� C t UIvlF l(A (E) 2x10 JOISTS C w yN PROPOSED FRP wi + ®�eaRa9�r�q'� OPE ®18" OC � 4x4xl/4 TUBE FRAME THIS SECTION TO BE REMOVED & REPLACED „ WITH FRP TUBE FRAME � m EQ TYP EQ TYP ((:� PLAN AN OT 'I(J(IUVI( EQ TYP EQ TYP NORTH PLAN 10' -0" NORTH 3' 2' 1' 0 1' 3' 5' T 2' V 0 1' 3' 5 PROPOSED CUPOLA - PLAN 4 EXISTING CUPOLA -PLAN 2 22x34 SCALE: 3/8"- 1'-0" 11X17 SCALE: 3/16'= 1'-0' _ 22x34 SCALE: 318" =1' 0" 11x17 SCALE: 3/18" 01'.0" (E) 2x4 (E) 4x4 (E) 48 (E) 2x11 (E)112" (E) 8x8 (E) B/8" W/ LAP • 1/1 poll A 7A �� iii li i n i (E) 618' EXT GYPSUM SHTG W1 LAP SIDING f / / / / 3' 2' 1' 0 1' 3' 6 EXISTING CUPOLA SECTION EXISTING CUPOLA SECTION 22x34 SCALE: 3 /B" 01'-0" 11x17 SCALE: 3116"= 11-0" 3 0 X S il•i��ili�il►�ililililii Inch 1/16 ..1 STcTT® Sin, o 5G b � illillii1C nlilnnE16 n11111I Z l.6 ill 11 lip- i_2�1i11JI11111 13I���1��1ilf - ? 6_ 8 Lw a t 9=: I�I�iiliiiiLiiiilnnliiu. ��iiiliinliillllilillinlllllllllilnlllllllllllllllllllullllillfliillliilliiilliilliil .i i FIBERGLARME WED CITY OF TUKWILA MAR 2 4 2006 PERMIT CENTEh <_J T THIS SECTION TO BE REMOVED & REPLACED WITH FRP TUBE FRAME F RZI m9 mm J 2 /ice� W J W U �C0 NEMMONE 14201NE20MST, SUFTE200 WOODINVILLE, WA 08072 PH:425A87.1732 FAX 426,487.1734 [TART DATE: tontAS DRAWN BY: Lis CHECKED BY: Mw SITE \ SC1870 (WA847) 1 1.5 & 1.405 6711 S 152ND ST \ \ \ TUKWILA, WA 98188 SHEET TITLE STRUCTURAL DETAILS 3' .2 1' 0 1' 3' 6 SHEET NUMBER S -1 REMOVE SHADED SECTION OF (E) CUPOLA c FROM TOP PLATE DOWN TO THE TOP V%�In�CD �Q OF (E) 4x8 BLOCKING, THIS INCLUDES ALL l• ULCCC`C �V TOP PLATES, PLYWOOD SIDING AND 2x4 JOISTS LOCATED WITHIN SHADED SECTION O' `� �n /� - j (TYP ALL LOCATIONS) A�yft % ft o %N Y BE REMOVED (TYP) APR -s << (E) 4x4 CORNER THIS SHADED SECTION 13 t — (E) 2x4 TOP PLATES TO O 9 TO BE REPLACED WITH BE REMOVED "' - m POST (TYP) 4x4x1/4 FRP TUBE FRAME ) �7 � PROPOSED 4x4x1/4 (om) !It nA,n y �f y C Co FRP TUBE FRAME (E)1/2" PLWD SHTG TO ����/��� ow) (E) 4x8 REMAIN) (TYP) BE REMOVED (TYP) � _, (TO REMAIN) v,., • , S-3 (E) 4x4 CORNER (E) 4x8 BLKG (TYP) POST (TYP) (TO REMAIN) N ' (E) 2x4 TOP PLATES � (E) 2x4 TOP PLATES W (E) 2x4 STUDS 18" OC (E) 2x4 STUDS ®18" OC ::;•t: • :.:;:;;:... -j .............. ..:........... :�• .' .............. .. . ................ ....:........ ... .: :. ....... ••::::. PROPOSED 2x4 :•� ..ti,.,x �� ..:.. ....... ...... (E) 618 EXT GYPSUM ..�:''''.. SIDING ....... ....... .... .. TOP PLATE AT EAST SHTG W/ LAP .:::: ��t��•,✓ I �:�•,;s;' ..,.,:•:.:: :•.. (E) 518" EXT GYPSUM � E 4x8 BLKG SIDING () (TYP) &WEST WALL LINE (TYP) E 4x8 BLKG : �;.�:;,,;, i �.....•;w.;ti; "t ?t;:. (TYP) RYP) () () r I VI (E) 10 PLWD (E) .; • � � SHTG 1/2 ' PLWD ;'.�... HT G (TYP) SHTG (TYP) •� • V 4 33 ,- r4 .•,3 �—� • 1 1 _ .�� (E) 314' PLWD SHTG (E)1/2 PLWD SHTG (TYP) 7 $-1 �HOaNiRs4nTGa EiHO. 1 1 / 1 WOOOINVILLE, WA 88072 PH:425AS7.1732 FAX:425A87.1734 START DATE: lank a DRAWN BY: us CHECKED BY: tavw 12x10 JOISTS le. OC (TYP) i2x10JOISTS 16. 0C (TYP) (E) 4x4 CORNER POST (TYP) (E) 4x4 CORNER POST (TYP) (E) 3/4' PLWD SHTG (E) 2x4 SISTER STUD (E) 2X4 SISTER STUD EA SIDE OF 4X4 CORNER EA SIDE OF 44 CORNER POST (TYP) POST (TYP) (E) 618' EXT GYPSUM (E) 6/8' EXT GYPSUM SHTG W/ LAP SIDING SHTG W/ LAP SIDING (TYP) (TYP) PROPOSED CUPOLA FRAMING ISOMETRIC DETAIL 2 EXISTING CUPOLA FRAMING ISOMETRIC DETAIL 22X34 SCALE: NTS I 11x17 SCALE: NTS 22X34 SCALE: NTS I 11x17 SCALE: NTS Inch ; /18�i; �I��! Iil�lil�li2���` Iri�l�lii�►�3liiI�IL��i11��4��a li�l�li�ll�5�lir�i�61 i ��/}..,�T/•,/Vt�7�® � ,� t` irttTf .� N1 �i�P '.1„t.Y� �, .. Si=1872,• 5 L b L E L ZIL 4 lt. �,• .; I�_., 8. r .. L 9 t g b E Z- ' II .IIIIIIII IIIIIIIII IIIIIIIIJ_ ILIIICIlI III�ILUII nlllllll Iillilll Illllllil iinlllll iiiiliiil iiiiliiii iiiiliiii iiiilfiii iiiiliiii iiiiliii.i • SITE RECEIVED SC1870 (WA647) IS a 1-405 CITY OFTUKWILA b711 S 152ND ST TUKWILA, WA98188 MAR 2 4 2006 SHEET TITLE PERMIT CENTEh STRUCTURAL DETAILS SHEET NUMBER 1 S_2 (E) 2x4 STUDS AT 16" OC (E)1/2' PLWD SHTG (E) 3/4" PLWD W/ 10d AT 6" OC & 12'00 FRP 0 4x4x1/4 MANUFACTURED BY PULTEX PULTRUSION OR 1 100 HOLE CUT INTO O 4x4xl/4 FOR SETTING OF LAO SCREW IN FIELD (APPROVED EQUAL) (TYP OF EACH LAG SCREW) I I (E) 2x10 JOISTAT 18' A I I I OC W/ SIMPSON U210 — HANGER (E) (2) 4x8 BLKG (TYP) FRP L 3x3xl/4 x T LONG I I I I FRP 04x4xl /4 ------------------- - - - - -- - -- ----------------- - - - - -- (E) 2x10 LEDGER W/ I I 5/8'0 x 5' LAG SCREWS AT 8" OC (E) 5/8" EXT GYPSUM 1/2'06" LONG LAO SCREW (lYP OF 4 PER BOTTOM 0 4x4xl/4 I I I I 6/8'0 BUPERSTUD SHTG W/ LAP SIDING W/ CP HEX NUTS STAGGERED (TYP) j I THRU BOLTED (E) I I 2x4 STUD WALL SECTION -------------------- - - - - -- ----------------- = - - - -- I (E) 3/4" PLWD (E) 2x4 STUDS I I (E) 2x4 STUD WALL AT 16"00 (E) (2) 4x8 BLKG (TYP) - - - -- ------ - - - - -- I (E) 4x8 BLOCKING (E) (4) 16d NAILS (TYP) 2x10 JOIST 11/2"0 HOLE CUT FOR SETTING AT AT 18" OC — — — — — — ----- - - - - -- OF 5/8'0 SUPERSTUD BOLTS (E) SIMPSON A34 (E) 4x8 BLOCKING (E) 20 STUD WALL I CLIPS (TYP) ELEVATION A J ELEVATION ' _ TYPICAL END POST CONNECTION REVIEW ED FOR DETAIL 3 2244 SCALE: 1 1/2'- 11-01 11x17 SCALE: 3/4' =1' -0" (E) 1/2' PLWD SHTG (E) ATTACHED FIBERGLASS W/ 10d AT 6" OC ROOF CANOPY PER MFRG %NCE RECEIVED &1Y OC IN FIELD a�D� compl cIT • I s�,raa'�ny�Q? 1/4' FRP SCREEN W/ 1/4' SELF I 1 1/2"0 HOLE CUT INTO 0 4x4xl/4 MAR 2 4 2006 (N) FRP TUBELATE3 OR TAPPING FRP @8" O.C. ALONG SQUARE I I , A P l 0 PERMIT CENTER TO MATCH (E) SIDING (TYP) FRP 0 4x4xl/4 (E) 5/8" EXT GYPSUM I I I SHTG W/ LAP SIDING I I I FRP 0 4x4xl/4 (TYP) I I I I I (E) 4x4 CORNER POST I r off' 1 UK��IId I I J �Cit� •r" FRP L 3x3x1l4 x 3" LONG .� ,tit"'* I I (E) 2x4 SISTER STUD EA I I 5/8'0 SUPERSTUD W/ CP SIDE OF 4x4 CORNER POST, I I HEX NUTS (TYP OF ALL FRP 10d NAILS AT (r OC I CONNECTIONS) STAGGERED (TYP) 1/2'0 5" LONG LAG SCREW (E) 2x4 STUDS AT 18" OC - - -_ - -- I I I I DETAIL 4 22x34 SCALE:1 112"= l 11x17 SCALE: 3/4' =1'-0' (E)1/2' PLWD SHTO (E) 5/8' EXT GYPSUM SHTG W/ LAP SIDING (TYP) V (E) 3/4' PLWD DECKING (E) 20 STUDS (E) 4x8 BLOCKING - -- AT 16 "OC PROPOSED 2x4 I I — TOP PLATE FRP FRAME (E) 5/8' EXT GYPSUM (E) 4x8 BLOCKING 1 112'0 HOLE CUT FOR SETTING — (E) 2x10 JOISTAT 18.00 SHTG W/ LAP SIDING (ce) OF 518'0 SUPERSTUD BOLTS W/ (2) 16d NAILS INTO EA STUD SECTION A -A . (E) 20 STUD WALL TYPICAL MID PORT CONNECTION 12" 8" 0 1' 2' 12' 6" 0 1' 2' DETAIL 5 CONNECTION DETAIL FOR FRP MEMBERS 2 CONNECTION DETAIL FOR FRP MEMBERS 22x34 SCALE 1 1!2' =1' 0' 11x17 SCALE: 3/4' =1' -0' 22x34 SCALE: B" =1'-0' 11x17 SCALE: 3" =1'-0" 22x34 SCALE: 6'- 1' -0' 11x17 SCALE: 3' =1' -0' 0 �c J co W J W rn� V I •X �a °a N::SVOe etio. 14201NE2DDIhST, SUITE200 WOODINVILLE, WA 98072 PH:428,487.1732 FAX42SA87.1734 START DATE: tangos DRAWN BY: Las CHECKED BY: Mwo SITE SC1870 (WA647) IS & 1-405 67118 152ND ST TUKWILA, WAS8188 SHEET TITLE STRUCTURAL DETAILS SHEET NUMBER S -3 . •iii- �i�ili�ii.iii iii ^ili��i�ii��iii iii�il`III� ((�I ITiilT�ljl1f [,l�1�l:�.l.Ll�a�l.l.�l_l_j.l _l_�.11_Il�'.l�i Inch 1118. _ �) 2It . i 3I 5 6 Slnte1872 u fl 1 a,7 , �r.;��•i . 4 �i5 9 rS �I, �• .. i i G', g ti •,�, -�. g'�Ya'n�'t (���'.'� �,� : . uiiil` iiii�iiiiliiii�iir�liiii�iiiilii�������l�i�����iil�i�i�iiiilfiii�iiiiliiii�iiiiliii :i� I STATE OF WASHINGTON SUMMIT SOLUTIONS GROUP, LLC 178 S ELM ST STE 200 SISTERS OR 97759 REGISTERED TRADE NAMES: SUMMIT SOLUTIONS GROUP, LLC DEPArMENT OF LABOR AND INDUSTRIES REGISTERED AS PROVIDED BY LAW AS CONST CONT GENERAL 'RESIST. # EXP. DATE CCoi: SUMMISG955NK 08/12/2007 EFFECTIVE DATE 08/12/2005- SUMMIT SOLUTIONS GROUP LLC PO BOX 1224: SISTERS OR 97759 .ITMT\ MASTER LICENSE SERVICE REGISTRATIONS AND LICENSES TAX REGISTRATION INDUSTRIAL INSURANCE UNEMPLOYMENT INSURANCE , 4 iSR q, rT WT W64A .v16^i�yYi�t[J The above entity has been Issued the bsinesk registrations or licenses listed bEPARTMENT OF UCENSING, BUSINESS E PROFESSIONS OMSION, P.O. BOX9034 OLYMPIA, WA98607 -1034 (360) 664-14a UNIFIED BUSINESS ID is 802 227 432 BUSINESS ID 0: 001 LOCATION: 0001 0005183