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Permit D05-162 - NEXTEL COMMUNICATIONS - ANTENNAS
NEXTEL COMMUNICATIONS 15215 52 AV S DOS -162 O! �N I• 1908 City o. Tukwila DEVELOPMENT PERMIT i Parcel No.: 1157200017 Address: 15215 52 AV S TUKW Suite No: Permit Number: Issue Date: Permit Expires On: Steven M. Mullet, Mayor Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: cOukwila.wa.us Steve Lancaster, Director DOS -162 08/29/2005 02/25/2006 Tenant: Name: NEXTEL COMMUNICATIONS Address: 15215 52 AV S, TUKWILA WA Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: Contractoi ANTEZANA INVESTMENTS LLC 15215 52 AV S, TUKWILA WA BOB DYER 10545 WILLOWS RD NE, #110, REDMOND, WA WESTERN TELCOM SITE SERVICES 392 WEST 4800 S, MURRAY UT License No: WESTETS962LN Phone: Phone: 206 255 -4601 Phone: 801 - 288 -2001 Expiration Date: 07/22/2007 DESCRIPTION OF WORK: INSTALL ANTENNA FRAME AND 8 ANTENNAS (2 BPS) ON ROOF, COAX CABLE TO EQUIPMENT ROOM ON SECOND FLOOR. NEW PHONE SERVICE AND 200 AMP ELECTRICAL SERVICE TO EQUIPMENT ROOM. NEW GENERATOR PLUG FOR EMERGENCY SERVICE. (THIS IS AN UNMANNED TELECOM FACILITY) Value of Construction: $75,000.00 Fees Collected: $1,679.22 Type of Fire Protection: NONE International Building Code Edition: 2003 Type of Construction: Occupancy per IBC: 0026 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: N Flood Control Zone: Hauling: Land Altering: Landscape Irrigation: Moving Oversize Load: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Number: 0 Size (Inches): 0 Start Time: End Time: Volumes: Cut 0 c.y. Fill 0 c.y. Start Time: End Time: Private: Public: Profit: N Non - Profit: N Private: Public: doc: IBC- Permit D05 -162 Printed: 08 -29 -2005 �o Z = z Uj JU UO Cl)O J (1) LL w O w? � =w H z F- t'=- O Z t•- w w U� O N off wW u. O ..Z w P O F-. Z f" City o� Tu kwila Steven M. Mullet, Mayor Department of Commuti ty Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: cOukwila.wa.us Permit Number: Issue Date: Permit Expires On: Steve Lancaster, Director DOS -162 08/29/2005 02/25/2006 i Permit Center Authorized Signature: Date: I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The grantin E permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating c n or the performance of wor I am authorized to sign and obtain this developm nt permit. Signature: Date: Print Name: RU6-1- 1� 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. r Z ,- W . �U U 0' o. w� .co U - 0 L¢ �a =w Z� �0 Z E- UJI� U� 0 w LL �. 0 Z. U N_ Z doc: IBC - Permit D05 -162 Printed: 08 -29 -2005 � City of Tukwila f9C6 Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 PERMIT CONDITIONS Parcel No.: 1157200017 Permit Number: DOS -162 Address: 15215 52 AV S TUKW Status: ISSUED Suite No: Applied Date: 05/12/2005 Tenant: NEXTEL COMMUNICATIONS Issue Date: 08/29/2005 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 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 mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431- 3670). 4: 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. i 5: New suspended ceiling grid and light fixture installations shall meet the non - building structures seismic design i requirements of ASCE 7. i 6: Partition walls that are tied to the ceiling and all partitions greater than 6 feet in height shall be laterally braced to the building structure. 7: 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. 8: Ventilation is required for all new rooms and spaces of new or existing buildings and shall be in conformance with the International Building Code and the Washington State Ventilation and Indoor Air Quality Code. 9: 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). 10: 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. 11: ** *FIRE DEPARTMENT CONDITIONS * ** 12: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 13: The total number of fire extinguishers required for a light hazard occupancy with Class A Ore hazards is calculated at one extinguisher for each 3,000 sq. ft. of area. The extinguisher(s) should be of the "all purpose" (2A, 10 B:C) dry chemical type. The travel distance to any extinguisher must be 75' or less. (IFC 906,3) (NFPA 10, 3 -2.1) 14: 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) doc: Conditions D05 -162 Printed: 08 -29 -2005 Z 3:z �w QQ U CO 0 w W N u. W J U. N d =w it = �O z� g5 U 0 c C1 f- wW U_ w z CO O Z r -z±:ExSSf,+Yt. '? � r ..� City of Tukwila r9ue Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 15: Egress doors shall be readily openable from the egress side without the use of a key or special knowledge or effort. (IFC 1008.1.8.3 subsection 2.2) 16: Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. (IFC Chapter 10) 17: A fire alarm system is required for this project. The fire alarm system shall meet the requirements of N.F.P.A. 72 and City Ordinance #2051. S 18: Local U.L. central station supervision is required. (City Ordinance #2051) `i 19: All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire ! Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #2051) (IFC 104.2) j 20: Call the Tukwila Fire Department at 206/575 -4407 for approval of any system shut down. Have job site address, name and the Tukwila Fire Department Job Number available to confirm shut down approval. (City Ordinance #2051) i 21: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) i 22: This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed { description of intended use. t 23: Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. i 24: These plans were reviewed by Inspector 512. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. * *continued on next page ** i Z Z �w QQ JU UO N 0 C0 J � C0 LL, W O. LL ?. CO cy = w Z� �O Z w Do U U 0 F- w w. ti O W Z U =. O Z doc: Conditions D05 -162 Printed: 08 -29 -2005 4 x f City of Tukwila race Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 I 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. 4 The granting o -t is permit does not presume to give authority to violate or cancel the provision of any other work or local laws regulating co stru ion or the performance of work. t Signature: �/���� Date: ate: Q Print Name: i 1 i f i Z tY � JU U O' Cl) CO J P N tl. W O } LL J = d: W z �O z t- U� O CO) � f- WW �O Z, CO O Z doc: Conditions D05 -162 Printed: 08 -29 -2005 r"*I CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Building Permit No. D O /&.Z Mechanical Permit No. Public Works Permit No. Project No. f o _ 0 571 (For office use only) 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 ** SITE LOCATION CONTACT PERSON Name: C).s >q gib Day Telephone: 2o( . 2-35. G o i Mailing Address � 3r4-� V� 1 LLOWS KD ONtb 8 05 LL City State Zip E -Mail Address: 1���/ er Fax Number: 4. 25. 4 7. 10 2.9 GENERAL CONTRACTOR INFORMATION - (Mechanical Contractor information on back page) Company Name: TF I> — f' 0y1D i7 AT' - J tS XA 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 ** ARCHITECT OF RECORD - All plans must be wet stamped by Architect of Record Company Name: t' Mailing Address 14-2DI N E ZOC-W 5r, 5r & 200 W 8npi ml t✓L- -E W r C IR 07 2 City State Zip Contact Person: 1�t M / "' kT _ ___ Day Telephone: 425 50 B. 0 110 E -Mail Address: rMoff a -son ® plAnocl edest gi\JPba� Fax Number: ` . 46 17,34 ENGINEER OF RECORD — All plans must be wet stamped by Engineer of Record Company Name: C0?tJE1Z5_rDM GAtG UJ EE.q_"I NC, r TJC. Mailing Address 1 4201 L- 51. ��37� 2-- 00 kNooDINs tu_q= WA' 2 807 �A ^ City State Zip Contact Person: M A W . CL-50A1 T � . 6 . Day Telephone: 2- Z$O. 7306 E -Mail Address 1'11q r Corners +one— eMr. COM Fax Number: 42-5 Ili lapplicationstperrnit application (7.2000 Paee l Z �W QQ� JU 00 NO J = F- U) LL w U_Q U) =) = �W Z = F- F- O Z F- w U N 0� WW F=- H .Z w 0 O Z King Co Assessor's Tax No.: 11 5 7 200 017 Site Address 1 5 2-1 5 fl .52 Lr. 14 E7. S. Suite Number: Floor: 2- Tenant Name: N1EKT2_ CoMM u AJ 1 C.A,T oN S New Tenant: X..... Yes ❑ .. No Property Owners Name: R1 cAS'DO A NTe ZA NA — a1J't> 7_,ANA Z5J\MTML Vrs L L Cr Mailing Address 1 S 215 5VL A\16 S. 1 tk ANA 95 188 City State Zip CONTACT PERSON Name: C).s >q gib Day Telephone: 2o( . 2-35. G o i Mailing Address � 3r4-� V� 1 LLOWS KD ONtb 8 05 LL City State Zip E -Mail Address: 1���/ er Fax Number: 4. 25. 4 7. 10 2.9 GENERAL CONTRACTOR INFORMATION - (Mechanical Contractor information on back page) Company Name: TF I> — f' 0y1D i7 AT' - J tS XA 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 ** ARCHITECT OF RECORD - All plans must be wet stamped by Architect of Record Company Name: t' Mailing Address 14-2DI N E ZOC-W 5r, 5r & 200 W 8npi ml t✓L- -E W r C IR 07 2 City State Zip Contact Person: 1�t M / "' kT _ ___ Day Telephone: 425 50 B. 0 110 E -Mail Address: rMoff a -son ® plAnocl edest gi\JPba� Fax Number: ` . 46 17,34 ENGINEER OF RECORD — All plans must be wet stamped by Engineer of Record Company Name: C0?tJE1Z5_rDM GAtG UJ EE.q_"I NC, r TJC. Mailing Address 1 4201 L- 51. ��37� 2-- 00 kNooDINs tu_q= WA' 2 807 �A ^ City State Zip Contact Person: M A W . CL-50A1 T � . 6 . Day Telephone: 2- Z$O. 7306 E -Mail Address 1'11q r Corners +one— eMr. COM Fax Number: 42-5 Ili lapplicationstperrnit application (7.2000 Paee l Z �W QQ� JU 00 NO J = F- U) LL w U_Q U) =) = �W Z = F- F- O Z F- w U N 0� WW F=- H .Z w 0 O Z BUILDING PERMIT INFORMATION — 206431 -3670 Valuation of Project (contractor's bid price): $ 7 J 000 Existing Building Valuation: $ 1,5 Q 0 Scope of Work (please provide detailed information): _T_JJ3TRLL AWES AIA- FR.AN-S J R AtJPlQ AS L2. Gp5) oN RooF. coax C-A90-i T EQUIP 21 - ON 2ND EAR - MG Pt PAIL _S*9QICL- ZOO X E LEcT; 5r=fZkC>✓ - 10 E&Ul? W . Nc G5 A6ZA?01_' 'PLIAG fog- 5GR (T'I -rls is AM kkM-MtiA C—b TE .) LGCOM FAC%t-tTa' Will there be new rack storage? ❑ .. Yes E ...No If "yes ", see Handout No. for requirements. I 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 E .. No If "yes ", explain: FIRE PROTECTIONMAZARDOUS MATERIALS: ❑ ... Sprinklers ❑ ... Automatic Fire Alarm i...None ... Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ ... Yes ... No If "yes ", attach list of materials and storage locations on a separate 8 -112 x 11 paper indicating quantities and Material Safety Data Sheets. lapplicationApennit application (7.2004) Pace 2 yt,., N e,a.:. ;x`n.•u.:.S ✓ i:.:.k...: 4.. Uwfi,'rs L' ,,e. vaJ ia� J'M 'µr . ?{•AhY rt'r h8.5f✓W et, rs7v tN v:.+4 Ya uaS rt MtJiti it Scl bkaScCb GAY + ww5i�b it is Z H "~ W JU L) 0 N0 C0 W W = F_ S2 tl.. W o �QQ LL Q N� = FW Z F— O Z F-- W5 U� ON 0 H W W H� L O .Z W CO O Z Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1 Floor Z5" 2" Floor 3` Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck 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 E .. No If "yes ", explain: FIRE PROTECTIONMAZARDOUS MATERIALS: ❑ ... Sprinklers ❑ ... Automatic Fire Alarm i...None ... Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ ... Yes ... No If "yes ", attach list of materials and storage locations on a separate 8 -112 x 11 paper indicating quantities and Material Safety Data Sheets. lapplicationApennit application (7.2004) Pace 2 yt,., N e,a.:. ;x`n.•u.:.S ✓ i:.:.k...: 4.. Uwfi,'rs L' ,,e. vaJ ia� J'M 'µr . ?{•AhY rt'r h8.5f✓W et, rs7v tN v:.+4 Ya uaS rt MtJiti it Scl bkaScCb GAY + ww5i�b it is Z H "~ W JU L) 0 N0 C0 W W = F_ S2 tl.. W o �QQ LL Q N� = FW Z F— O Z F-- W5 U� ON 0 H W W H� L O .Z W CO O Z MECHANICAL PERMIT INFORMATION – 206431 -3670 MECHANICAL CONTRACTOR INFORMATION Company Name: Tg� — �oVID�cD �4T - LSskA,-JCE 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): S Scope of Work (please provide detailed information): See tPA4E- 2 `Fo iZ 5COPE PF WORK- Use: Residential: New ..... ❑ Replacement.....❑ Commercial: New..... Boiler/Compressor: Replacement .....❑ Fuel Type Electric......, Gas ..... Other: Indicate type of mechanical work being installed and the quantity below: Unit Type: 0tv Unit Type: Oty Unit Type: Qty Boiler/Compressor: Qty Furnace <100K BTU Air Handling Unit >10,000 CFM Fire Damper 0 -3 HP /100,000 BTU Furnace>100K BTU Evaporator Cooler Diffuser 3 -15 HP /500,000 BTU Floor Furnace Ventilation Fan 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 Water Heater 50+ HP /1,750,000 BTU Heat/Refrig/Cooling S ystem Incinerator - Domestic Emergency I Generator Air Handling Unit <10,000 CFM I Incinerator — Comm/lnd I I Other Mechanical I Equipment 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 extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. 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 OWNEI3e6XAVTHORIZED AGENT: Date: I ( MA? aS Print Name: 13 o D' r Day Telephone: 206. - -4bol Mailing Address: (054-5 W lt_LOWS '_p A& # 1 RDMON.D W 9SO5'2 City state Zip Date Application Accepted: Date Application Ex ires. Staff Initials: � -0 5 /1 /-D -05 9ef tapplications\pennit application (7 -2004) Paee 4 .w, .t. : �S: c' s: a..: `.J.:;ua:W1,�'a::itik'ixeul::'k ;ta:.s:ctru;;,L,a ;e:tiv+wriciS}�?`;p�bi aa` tir auusw n.ct,:NU�:N. s:."r�'i..S;iti��`�'' 'StYei':. ' Yea= '�",.St-W"ata� t Tc^� - Z '~ W JU UO Cl) ID C0 W J -r N LL Wo IL C0 = W Z� F— O W ~ 5 U� O— � F— W W ~ F-- �O .Z W U= O 1... Z �. City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 r 1 k f F Z RECEIPT - Z- 3 E Parcel No.: 1157200017 Permit Number: D05-162 v 0 Address: 15215 52 AV S TUKW Status: APPROVED cn 0 Suite No: Applied Date: 05/12/2005 w = s Applicant: NEXTEL COMMUNICATIONS Issue Date: W� j Receipt No.: R05 -01280 Payment Amount: 1,019.48 u_ s to d Initials: BLH Payment Date: 08/29/2005 04:50 PM h _: User ID: ADMIN Balance: $0.00 ? F- f i w O-- �5 Payee: WESTERN TELCOM SITE SERVICES O N O I TRANSACTION LIST: w w �U { e Method Description tL ~O T tion Amount P ---- - - - - -- -- - - - - -- --------------------- - - - - -- ------ - - - - -- W Z. Payment Check 10044 1,019.48 U co O ~ Z ACCOUNT ITEM LIST: Description Account Code Current Pmts I------------------------ - - - - -- ---------- - - - - -- ------ - - - - -- BUILDING - NONRES 000/322.100 1,014.98 STATE BUILDING SURCHARGE 000/386.904 4.50 Total: 1,019.48 1 X xx Cit y of Tukwila r� 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 RECEIPT I Parcel No.: 1157200017 Address: 15215 52 AV S TUKW i Suite No: Applicant: NEXTEL COMMUNICATIONS i Permit Number Status: Applied Date: Issue Date: D05 -162 PENDING 05/12/2005 i E Receipt No.: R05 -00684 r Payment Amount: 659.74 Initials: SKS Payment Date: 05/12/2005 03:38 PM User ID: 1165 Balance: $1,019.48 i i i Payee: TETRA TECH COMMUNICATION SERVICES r TRANSACTION LIST: Typ Method Description - - - - - -- -- - - - - -- ------ P-------------- - Amount - - - -- ------ - - - - -- Payment Check 001634 659.74 i ACCOUNT ITEM LIST: 1 Description Account Code Current Pmts ! ------------------------ - - - - -- ---------- - - - - -- ------ - - - - -- i PLAN CHECK - NONRES 000/345.830 659.74 } Total: 659.74 1 i i i f 3.103 05/:12 g716 TOI AL 659-74 doc: Receipt Printed: 05 -12 -2005 f+ I" Z Z w U O' CO) o. CO J H LL W O J LL ?. N CI = w Z F=-. F- O: W I- U� UJ O �• 13 f`- W W X —O w Z CO) O Z INSPECTION RECORD *E1 - Retain a copy with permit INS CTION NO. CITY OF TUKWILA BUILDING DIVISI 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: T Type of Inspection: - 1 M Ll Address: / D Date Called: = Approved per applicable codes. Corrections required prior to approval. I' COMMENTS: ii Am v�j eIr d I-/ - f - _0 � �r O Inspect uate: --~ $5 .00 REINSPECTION FEES EQUIRED. Prig to inspection, fee must be P id at 6300 Southcenter Blvd., Suite 100. Call to sechedute reinspection. Re ipt No.: Date: z I~ W f � W� UO co Cl w= J � CO L WO 9-1 . U. ¢: V� _ CY W � z fl-- h- O W 11- W U� O N � F- W 111. H U� lL Z; 111 U= ~O f- z INSPECTION RECORD Retain a copy with permit INSPECTION NO. PE T.NO CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Pr 'ect;, Type of Inspectio{►—. n Addre�� Date Called: I� o� Q� Special Instructions: 3U Date Wanted: O � a Requester: Phon CJul J J Approved per applicable codes. Corrections required prior to approval Receipt No.: Date: Q Z if- W f1' � 00 Cj) 0 co W J = Ln U W O 2� it J lL Q' N = = �. W Z f� H O W F - UJ U0 O - 0 W H U- 0' lil Z U= O Z. INSPECTION RECORD 1 � -- l - R ,"' etaina copy with permit S INSPECTION NO. PER T 0 ....,. ° CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Proje t: Type of Inspection: Address: � Date Called Special Instructions: Date Wanted: r �� a.m. Requeste ° Phon No: -;?g A) 7-1 9 Fl Approved per applicable codes. El orrections required prior to approval. s Z ;~ Z Q � W W� �U UO U 0 co UJI �_ T LL WO �: W? � = W z zo U� o�- WW O W z co z City ot Tukwil, Fire Department 1908 ° TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM „' Signature I S !o Final Approval Frm Rev. 5/2/03 Zo Date T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East v Tukwila, Washingdoa 98188 • Phone: 206 -575 -4404 • Fax: 206 -575 -4439 z z �w aa� JU UO co w J = F— S2 LL w O La = a �w Z t- HO z �- w w U� ON oF- wW F-- LL O w z U= O z +rim City ot Tukwil, Fire Department 1908 ° TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM „' Signature I S !o Final Approval Frm Rev. 5/2/03 Zo Date T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East v Tukwila, Washingdoa 98188 • Phone: 206 -575 -4404 • Fax: 206 -575 -4439 z z �w aa� JU UO co w J = F— S2 LL w O La = a �w Z t- HO z �- w w U� ON oF- wW F-- LL O w z U= O z File: D05-0162 5mm Drawing #1-21 MIEEPMMMMZIMEMEeltnrtnegtwsametneszseeestnama25...,.....-___.._„ - z re LI 6= O 0 • ° U) WI. --1 1.— U) LL w 0 2 =1. u.. < co ▪ w Z F. ' 1— 0 Z ui 1:3 0 co O — O F- 111 1- LI 0 Z O W 1- z i� 14201 NE 200' Street, #200 t COr'RNEFR Woodinville, WA 98072 �• E N G I N E E R I N G, I N C. Email: cei a cornerstone- engr .conl Web: www.comcrstone- cngr.coni CIVIL • SI R UCI "URA L • .SURVEY Structural Calculations Phone: (206) 250-7306 (425) 487 -1732 Fax: (425) 487-1734 �� For CWDY Structural Frame Design & Anatyvs-- For Installation of New Telecommunications Equipment ma I Nextel Communicati Site Name: Tukwila Site Number: WA0637 -C 15215 52 Avenue South Seattle, WA 98188 King County . 1 1 7e RE FOR CODE COMPLIANCE JUN 14 2005 RECEIVED CrrY OP TUKWIU4 MAY 12 2005 PERMIT CENTER Contracted By Pinnacle Design Group 14201 NE 200 St., #200 Woodinville, WA 98072 A6 , I design group, inc. Prepared By: Sung U. Cho, E.I.T. Checked By: Mark W. Olson, P.E. Prepared Date: January 13, 2005 J CEI Project No.: 04 -25048 4W I[EPIRM, 'G l Comprehensive Design Solutions for Your Project Success. o &7t1 . �1tWM,TNW9t9!'. r�! IV, kARTMMr!V. ?d;i^.a'gr�N+Fidel� -0t : h�Ya' '.' �i%' .�.:A'r'..sv'Mrw•V•rl'h'+1u:a -a Z �w UO N0. W = J H N LL w 0 9a C OD = �w Z Zo W �5 U� O co o �- w 0 w Z. co 0 Z Projq.ct: Tukwila (WA0637 -C) Date: January 13, 2005 t Clierg: ; Nextel /Pinnacle Design Prepared By: S. Cho CEI No.: 04 -25048 Page Scope of Work - Provide structural analysis and design for the installation of the proposed Nextel Communications wireless equipment support structure and telecommunications wireless antennas at 15215 52 Ave S, City of Seattle, WA. The Nextel Communication equipment room on second floor of office building and the non - penetrating antennas support frame with screen will be on rooftop. The additional loads due to the proposed equipment cabinet and antenna support structure will be transferred into the existing building structure and down to the existing foundation. The information in this report summarizes the requirements for construction of structural elements for the proposed design in conformance with the 2003 International Building Code. Unless noted otherwise, all means and methods used shall be in keeping with good and generally accepted construction practices. I. Analysis Results As requested, we have evaluated the structural stability of the existing building as well as current building layout for structural code compliance. The existing structure was analyzed based on additional loads from the telecommunication equipment shelter and supporting steel structure on rooftop, and based on information from existing building plans and observed field conditions. This analysis derives its applied loads from minimum 100 mph basic wind speed (3- second gust), Exposure °B ". Since the soil properties are not available, seismic site class "B" were conservatively used for this analysis per 2003 International Building Code (Section 16). II. Conclusions and Recommendations l Please refer to the following calculations and supporting Structural drawings as well as the Architectural drawing package as provided by Pinnacle Design Group. 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: (2003 IBC & ASCE 7) Please refer to the following calculations 1. Wind Load — per International Building Code Exposure D, Basic Wind Speed (V = 100 mph 2. Seismic - per International Building Code S = 1.0, 1 = 1.0, Seismic design category "D: 3. Live Load - Roof : 25 psf (Snow Load) Floor: 50 psf (Office use) Partition: 20 psf Z '~ w D U Uo J_. CO U_ w L¢ U� = �w z �.. 1= O Z l— w W U O O_ o � w LL O .z w U= O Z 14201 NE 200 Street, #200 Phone: (206) 250 -7306 Woodinville, WA 98072 (425) 487 -1732 Email: cei «cornerstone- engr.com ECORNERSirONE Fax: (425) 487 -1734 C N G I N C C F I N G. I N C. Web: www.cornerstone- engrxom Z t � W D. J U: • UO° N U, W =_ J CO) U W F OO } J , LL Q: _ CY FW 2 Z H O' Z f- 2 D U :O tn. W W: U u. ~O. Lll Z Z' 14201 NE 200` Street, #200 Phone: (206) 250 -7306 Woodinville, WA 98072 (425) 487 -1732 Email: cei@comerstone-engr.com cornerstone- engr.com Ne;Rs rCNE Fax: (425) 487 -1734 C N G I N C C R I N G, I N C. Web: www.comerstone- engr.com i 1 1 Site Name: Tukwila WA 0637 -C) � Or — tNF_Ft_s U'ONE Project: Nextel Communications CEI No.: 04 -25048 N 6 1 N C E R I N C, I N C. : S. Cho Date: 1/13/05 Subiect: Lateral Load Design Calculation Seismic Load Calculation for Components and System (Reference: IBC 2003, Section 1621 & ASCE 7, Chapter 9.6) Seismic Force: 0.2s Spectral Response Acceleration, Site Class B, S = 1.361 (iBC 03, Figure 1615(1)) 1.0s Spectral Response Acceleration, Site Class B, S, = 0.469 (IBC 03, Figure 1615(2)) Site Class = D (IBC 03, 1615.1.1) Site Coefficient per S & Site Class, F = 1.00 (IBC Table 1615.1.2(1)) Site Coefficient per S, & Site Class, F„ = 1.53 (IBC Table 1615.1.2(2)) S = F = 1.361 (IBC 03, Eq 16. -38) S = F„S, = 0.718 (IBC 03, Eq 16. -39) SDS = 2/3 S Ms = 0.907 (IBC 03, Eq 16.40) S = 2/3 S = 0.478 (IBC 03, Eq 16.41) Seismic Design Category per S = D (Per ASCE 7, 9.6.1.3) j Component amplification factor, a = 1 (ASCE 7, Table 9.6.2.2 or 3.2) Component Importance factor, I = 1 (ASCE 7, Section 9.6.1.5) Component operating weight W = W (lb) Component response modification factor, R = 2.5 (ASCE 7, Table 9.6.3.2) Height in structure at point of attachment of component, z = 12.5 (ft) Average roof height of structure, h = 24.5 (ft) SWP Seismic Design Force, F = R 0.4apSD (1 +2z/h) (Eq. 9.6.1.3 -1) Max. seismic design force, FPmax = 1.6S (Eq. 9.6.1.3 -2) Min. seismic design force, FPm1n = 0.3S (Eq. 9.6.1.3 -3) Seismic Design Force, F = 0.29 W Min. seismic design force, FPmm = 0.27 W Max. seismic design force, FPmax = 1.45 W Seismic Design Force, F (ASD) = 0.21 W (No one third stress increase allowed) (for radio equipments at second floor) 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 z 2 '~ w D JU 0 N 0 CO W J � CO LL w 0 U_ rn D =d �w Z F- 1— O z 1—' w w VO O CO 0 F- W W 2 z CO) U O ~. z t project TU W I LA O E� - OP9NEPRSIrONe location client by $ , GAO sheet no. date CEI job no. date 2 Lj 6HT OT 601k, FL vo P,) I I t? PCIXI.��z = 13.7 f4 T 4- Or PF:chi C - 2 ,3 Psi = FPW 0 0I 5T PS T A P c �1 s G rAKTI T1 91i = zo s FF- Gl S, C on L LOAD ,2e= pu c -rr�/J ,QC�o �o jRp�fz . 1✓T 1,�� s�, T, 704 44-3 Z 0 LL _ �o r4 �( p s�. p .� 5 X 22 � bL.� ( 2 ) 9 I' LL ? z JU 00 W z � W� 2 �Q = a, �. W Z= Z O.. 25 U� W w z W z r f� <r T5 r;f r i Nft project by sheet no. � O'WONE location date client checked CEI job no. M Z i� Z �U UO Cf) D J � CO) U- W O G U- V T / ry i V UJ Z r F- O Z 1— C 5.. U� O N . 0 H W L 3: u. O. Z, co O Z a W W JU UO NO 3: CO) LL d c a. = W Z F- F- O w F_ W U� O� WW O. W Z Z.., Title : Job # f Dsgnr: Date: 1:35PM, 13 JAN 05 Description 14201 NE 200th Street, Suite 200 Scope: ® Woodinvi WA 98072 ---- ^ - - - - - -- - -- - — �_- Rev: 580001 �1 �+ User:KW- 0606053 Ver58.0,1 -Dec -2003 Sing p 7 le $ an Beam Analy (c)1983 -2003 ENEACACd En9lneering Software - - - -- — - - - -- --- - - - - -- ___ Page 1 04 -25048 (tukwila).ecw:Calculations Description Beam at Column line from 1 to 3 ( f3 r—A General Information Center Span 24.00 ft Moment of Inertia 11,070.000 in4 Left Cantilever 2.00 ft Elastic Modulus 1,800 ksi Right Cantilever ft Beam End Fixity Pin -Pin Uniform Loads On Center Span... On Left Cantilever... On Right Cantilever... # 1 1.640 k/ft #1 1.640 k /ft # 1 k /ft Query Values — Center Location 0.000 ft Left Cant 0.000 ft Right Cant 24.000 ft Moment -3.28 k -ft 0.00 k -ft 0.00 k -ft Shear 19.82 k 0.00 k 0.00 k Deflection 0.00000 in 0.00000 in 0.00000 in Summary Moments... Shears... Reactions... Max + @ Center 116.45 k -ft at 12.08 ft @ Left 19.82 k @ Left 23.10 k Max - @ Center -3.28 k -ft at 0.00 ft @ Right 19.54 k @ Right 19.54 k Maximum 19.82 k — @ Left Cant -3.28 k -ft ' @ Right Cant 0.00 k -ft Deflections... @Center -0.604 in at 12.03 ft Maximum = 116.45 k -ft @ Left Cant. 0.159 in at -2.00 ft @ Right Cant 0.000 in at 0.00 ft Sketch & Diagram t• BPkr4iiiiri► ►rr►t ►►riir►irrriii wilt iirrlilt 1.60A t.Y" 1.64wn i i� I i 2 4R i a W W JU UO NO 3: CO) LL d c a. = W Z F- F- O w F_ W U� O� WW O. W Z Z.., • • u.r.s. ):.i,:o Aga M�.�w.+'�..���1:.. a .i.:.ni+ {1:i.�.LY.i.l4{i'+iu�i: wftis ti..1.Vli �, .'M Z Z ' w � C . W J U: U0 CO 0, Cl) w J Cl) L w 0 U- Q N C = W Z� 1- 0 Z F- w W U .0 CO 0 H WW F- 0 w Z U = O Z t Title : Dsgnr: Description 14201 NE 200th Street, Suite 200 Scope _^ Wo odinville , WA 98 VYVI User JY KW -0606053 Ver 5.8.0, 1- Dec -2003 S ing le le S P 7 an Beam Anal Page 1 (c)1983 -2003 ENEACALC Engineering Software 04.2 5048 (tu kwila). ecw :CalculaUons Description Beam at Column line from 3 to 5 (13E 2-) General Information Max + @ Center 145.08 k -ft at 14.64 ft @ Left 24.85 k @ Left 47.67 k Center Span 28.00 ft Moment of Inertia 13,020.000 in4 @ Right 49.78 k Left Cantilever 2.00 ft Elastic Modulus 1,800 ksi @ Left Cant 42.37 k -ft Right Cantilever 2.00 ft Beam End Fixity Pin -Pin 42.37 k -ft Deflections... Uniform Loads @ Center -0.817 in On Center Span... Maximum = On Left Cantilever... On Right Cantilever... # 1 1.640 k/ft #1 1.640 k /ft #1 1.640 k/ft Point Loads Magnitude 19.543 k 19.543 k 0.845 k 0.845 k 0.845 k Location -2.000 ft 30.000 It 14.000 ft 16.000 ft 18.000 ft Magnitude 2.000 k 0.500 k 0.845 k k k Location 20.000 ft 22.000 ft 24.000 It ft It Query Values Center Location 0.000 ft Left Cant 0.000 ft Right Cant 28.000 It Moment -42.37 k -ft 0.00 k -ft -42.37 k -ft Shear 24.85 k 0.00 k -26.95 k Deflection 0.00000 in 0.00000 in 0.00000 in Job # Date: 1 :35PM, 13 JAN 05 Moments... Shears... Reactions... Max + @ Center 145.08 k -ft at 14.64 ft @ Left 24.85 k @ Left 47.67 k Max - @ Center 42.37 k -ft at 28.00 ft @ Right 26.95 k @ Right 49.78 k Maximum 26.95 k @ Left Cant 42.37 k -ft @ Right Cant 42.37 k -ft Deflections... @ Center -0.817 in at 14.19 ft Maximum = 145.08 k -ft @ Left Cant. 0.161 in at -2.00 ft @ Right Cant 0.168 in at 30.00 ft Z Z w U V) 0 cn W w =: J I... W LL W O J LL Q d = W H Ir- O w �5 U� 0 N. � t-- W UJ H U; U_ �. O: iii Z U N. O Z Title I Dsgnr: Description 14201 NE 200th Street, Suite 200 Scope rt Woo dinville, WA 98072 Rev: 580001 -.: User. KW -0606053 Ver5.8.0, 1- Dec -2003 Single Span Beam Analysis (c)19832003 ENEkCALC Engineering Software Job # Date: 1:35PM, 13 JAN 05 -- ----------- •---- -- - -•- -Page 2 04 -25048 (tukwila).ecw:Calculatlon, Description Beam at Column line from 3 to 5 Sketch & Diagram Tg.s43k 3. 84A84A843k 3.5k 5.845k 7 9.543k 4 .. 1 . 6 1 1 W9tii1 /1r111iiii1i1itI11+tTlllt+ttltt 1.64k/ft v .. .. 1.6001.64k/fl s� 1.C11Vfl 1.04k/fl Y: 28R 2 3 1. �Y i i 1. �Y roject _CORNERSIrON■ location client date sheet no. job no. �o�z {'Y4 x z7 4 L u L-Am . b 878 boa - 210 7, "Ibx - -107.2 X 8 _- 144 !3.0 b . 4S (FI2oM g 116.45 < /9 (3/ X ZS FL U �qM (gM I � x ` 13c� 21 , 0 x 0 14.5. I Z w � �U UO NO CO = J H— CO LL W O. J LL Q N =) = a. �W z �O z rr- U� 0— CO. o11-- W W LL' O w z 0 CO O .z z Z JU 00 C l) W= U WO 2� LLQ fn =) = a HW Z� I- O z H_ �5 U� O N. O H� W W U -O z UN Z Title : Job # / 10 Dsgnr: Date: 1:44PM, 13 JAN 05 Description 14201 NE 200th Street, Suite 200 Scope W o odi nville, WA 9807 Rev: 580008 User. KW -0606053, Ver 5.8.0, 1- Dec -2003 Steel Column Page 1 (c)1983.2003 ENERCALC Engineering Software 04.25048 (tukwila).ecw:Catculations Description (E) Column T S5x 5x 1 /4 General Information Code Ref: AISC 9th ASD, 1997 UBC, 2003 IBC, 2003 NFPA 5000 Steel Section TS5X5X1 /4 Fy 36.00 ksi X -X Sidesway : Restrained Duration Factor 1.000 Y -Y Sidesway : Restrained Column Height 10.820 ft Elastic Modulus 29,000.00 ksi End Fixity Pin -Pin X -X Unbraced 10.820 ft Kxx 1.000 Live & Short Term Loads Combined Y -Y Unbraced 10.820 it Kyy 1.000 Loads -- _ -i - -- Axial Load... Dead Load 49.78 k Ecc. for X -X Axis Moments 0.000 in Live Load k Ecc. for Y -Y Axis Moments 0.000 in Short Term Load k Summary Column Design OK Section : TS5X5X1 74, Height = 10.82ft, Axial Loads: DL = 49.78, LL = 0.00, ST = 0.00k, Ecc. = 0.000in Unbraced Lengths: X -X = 10.82ft, Y -Y = 10.82ft Combined Stress Ratios Dead Live DL + LL DL + ST + (LL if Chosen) AISC Formula H1 -1 0.6505 0.6505 0.6505 C O AISC Formula H1 - 2 0.5021 0.5021 0.5021 < ( .0 AISC Formula H1 - 3 XX Axis : Fa calc'd per Eq. E2.1, K *Ur < Cc _ Y Y Axis FFa caic'd per Eq. E2 -1. K *L[r < Cc - -- -- ------- - - - - -- S tres se s � i Allowable & Actual Stresses Dead Live DL + LL DL + Short i Fa : Allowable 16.67 ksi 0.00 ksi 16.67 ksi 16.67 ksi fa : Actual 10.84 ksi 0.00 ksi 10.84 ksi 10.84 ksi Fb:xx : Allow [F1 -6] 21.60 ksi 0.00 ksi 21.60 ksi 21.60 ksi Fb:xx : Allow [F1 -7] & [F1 -8] 21.60 ksi 0.00 ksi 21.60 ksi 21.60 ksi { fb : xx Actual i 0.00 ksi 0.00 ksi 0.00 ksi 0.00 ksi i Fb:yy : Allow [F1 -6] 21.60 ksi 0.00 ksi 21.60 ksi 21.60 ksi Fb:yy : Allow [F1 -7] & [F1 -8] 21.60 ksi 0.00 ksi 21.60 ksi 21.60 ksi { fb : yy Actual 0.00 ksi 0.00 ksi 0.00 ksi 0.00 ksi v Analysis Value - I F'ex : DL +LL 32,614 psi Cm:x DL +LL 0.60 Cb:x DL +LL 1.00 F'ey : DL+LL 32,614 psi Cm:y DL +LL 0.60 Cb:y DL +LL 1.00 F'ex : DL +LL +ST 32,614 psi Cm:x DL +LL +ST 0.60 Cb:x DL +LL +ST 1.00 F'ey : DL +LL +ST 32,614 psi Cm:y DL +LL +ST 0.60 Cb:y DL +LL +ST 1.00 ' Max X -X Axis Deflection 0.000 in I f at 0.000 ft Max Y -Y Axis Deflection 0.000 in at 0.000 ft i s ti z Z JU 00 C l) W= U WO 2� LLQ fn =) = a HW Z� I- O z H_ �5 U� O N. O H� W W U -O z UN Z Title Job # Dsgnr: Date- 1 13 JAN 05 Description 14201 NE 200th Street, Suite 200 Scope Woodinville, WA 98072 � User: KW 3.2003 ENE wr ...... v* "'0'08 Page 2 -060 -2003 Steel Column (c 6053,,Ver 5.8.0, 1- Dec -2003 (c)'198 Engineering Software 04-25048 (tultwila).emCalculations Description (E) Column TS5x5xl/4 Sketch & Diagram Axial DL = 49.777k Axial LL = Dk MOST-% t 0 Title : Dsgnr: Description Job # Date: 1:44PM, 13 JAN 05 14201 NE 200th Street, Suite 200 Scope Woodinvill WA 98072 k t - - Rev: 580001 --- -�.__- ._...--- - - - - -- ---- -- --- -- - - --- - - - -.._ _.-- ... - -- -_ - - - -.. _.. - - - ---- -- -_ ... - - -- -- -- -- _-- __- --- - - - - -- - User: KW -0606053. Ver5.8.0, 1 - Dec -2003 General Footing Analysis $ Design Page 1 (c)1983 -2003 ENERCALC Engineering Software 04.25048 (lukwila).ecw:Calculation Description (E) Footing analysis (f 6.0) General Information DL +LL Code Ref: ACI 318-02,1997 UBC, 2003 IBC, 2003 NFPA 5000 Allowable Soil Bearing 2,000.0 psf Dimensions... Short Term Increase 1.000 Width along X -X Axis 6.000 ft Seismic Zone 3 Length along Y -Y Axis 6.000 ft Footing Thickness 13.00 in Live &Short Term Combined 2,000.0 psf Col Dim. Along X -X Axis 5.00 in fc 2,500.0 psi Col Dim. Along Y -Y Axis 5.00 in Fy 40,000.0 psi Base Pedestal Height 0.000 in Concrete Weight 145.00 pcf Min Steel % 0.0014 Overburden Weight 0.00 psf Rebar Center To Edge Distance 3.50 in Loads 85.000 psi - - -� Applied Vertical Load... No Overturning 1.500:1 Dead Load 49.777 k ...ecc along X -X Axis 0.000 in Live Load k ...ecc along Y -Y Axis 0.000 in Short Term Load k Creates Rotation about Y -Y Axis Creates Rotation about X -X Axis Applied Moments... (pressures @ left & right) (pressures @ top & bot) Dead Load k -ft k -ft Live Load k -ft k -ft Short Term k -ft k -ft Creates Rotation about Y -Y Axis Creates Rotation about X -X Axis Applied Shears... (pressures @ left & right) (pressures @ top & bot) Dead Load k k Live Load k k Short Term k k unwnary I Footing Design OK 6.00ft x 6.00ft Footing, 13.Oin Thick, w/ Column Support 5.00'x 5.00in x O.Oin high : z 4 . a W JU UO Ito co J i- �W WO tL ?. a = W H =. Z� F- O z 1-. W W U� O N O H W 2 - 0 W z U CO) O z DL +LL DL +LL +ST Actual Allowable Max Soil Pressure 1,539.8 1,539.8 psf Max Mu 7.539 Allowable 2,000.0 2,000.0 psf Required Steel Area 0.360 "X Ecc, of Resultant "Y' 0.000 in 0.000 in Shear Stresses.... Vu Vn " Phi Ecc, of Resultant 0.000 in 0.000 in 1 -Way 33.961 85.000 psi X -X Min. Stability Ratio No Overturning 1.500:1 2 -Wa 121.313 170.000 psi Y -Y Min. Stability Ratio No Overturning sting Design Shear Forces ACI C -1 ACI C -2 ACI C -3 Vn ' Phi Two -Way Shear 121.31 psi 121.31 psi 77.99 psi 170.00 psi One -Way Shears... Vu @ Left 33.96 psi 33.96 psi 21.83 psi 85.00 psi Vu @ Right 33.96 psi 33.96 psi 21.83 psi 85.00 psi Vu @ Top 33.96 psi 33.96 psi 21.83 psi 85.00 psi Vu @ Bottom 33.96 psi 33.96 psi 21.83 psi 85.00 psi Moments ACI C -1 ACI C -2 ACI C -3 Ru / Phi As Req'd Mu @ Left 7.54 k -ft 7.54 k -ft 4.85 k -ft 92.8 psi 0.36 in2 per ft Mu @ Right 7.54 k -ft 7.54 k -ft 4.85 k -ft 92.8 psi 0.36 in2 per ft Mu @'Top 7.54 k -ft 7.54 k -ft 4.85 k -ft 92.8 psi 0.36 in2 per it Mu @ Bottom 7.54 k -ft 7.54 k -ft 4.85 k -ft 92.8 psi 0.36 in2 per ft : z 4 . a W JU UO Ito co J i- �W WO tL ?. a = W H =. Z� F- O z 1-. W W U� O N O H W 2 - 0 W z U CO) O z Job # Date: 1:44PM, 13 JAN 05 14201 NE 200th Street, Suite 200 Scope Wood inville, WA 9807 __ _ -- — - -- _- - - _ _._. ..----- Rev: sfi000l User. KW- 0606053,ver 5.8.0, 1- Dec -2003 General Footing Analysis & Design .------ _.- __�_____.. —, Pag ge e 2 (01983 -2003 ENERCALC Engineering Software 04.25048 (lukwila).emCalcutations Description (E) Footing analysis (f 6.0) Soil Pressure Summary Service Load Soil Pressures Left Right Top Bottom DL + LL 1,539.78 1,539.78 1,539.78 1,539.78 psf DL + LL + ST 1,539.78 1,539.78 1,539.78 1,539.78 psf Factored Load Soil Pressures ACI Eq. C -1 2,155.69 2,155.69 2,155.69 2,155.69 psf ACI Eq. C -2 2,155.69 2,155.69 2,155.69 2,155.69 psf ACI Eq. C -3 1,3 1,38 1 ,385.80 1, 385.80 p sf ACI Factors (per ACI 318 -02, applied internally to entered loads) V � �- ACI C -1 & C -2 DL 1.400 ACI C -2 Group Factor 0.750 Add "I "1.4" Factor for Seismic 1.400 ACI C -1 & C -2 LL 1.700 ACI C -3 Dead Load Factor 0.900 Add "I "0.9" Factor for Seismic 0.900 ACI C -1 & C -2 ST 1.700 ACI C -3 Short Term Factor 1.300 ....seismic = ST " : 1.100 Used in ACI C -2 & C -3 s, • Project: Tukwila (WA0637 -C) Date: January 13, 2005 y. Client INextel /Pinnacle Design Prepared By: S. Cho CEI No.: 04 -25048 Page �J 1 i i Design of Antenna Supporting Structure at rooftop t Z W e . � C W � ` C.), 0 N CO =. J F — CO) U-. W O U. CY �_ Z Z O` W CO :W W . W O; til Z. U CO) { O Z E i j 1 • a 14201 NE 200` Street, #200 Phone: (206) 250 -7306 Woodinville, WA 98072 (425) 487 -1732 Email: cei a comerstone- engr.com �,_ Co.'tNEF4sirONE Fax: (425) 487 -1734 E N G I N C E R I N G. I N C. Web: www.cornerstone- engr.com i I } t Z W e . � C W � ` C.), 0 N CO =. J F — CO) U-. W O U. CY �_ Z Z O` W CO :W W . W O; til Z. U CO) { O Z E i j 1 • a 14201 NE 200` Street, #200 Phone: (206) 250 -7306 Woodinville, WA 98072 (425) 487 -1732 Email: cei a comerstone- engr.com �,_ Co.'tNEF4sirONE Fax: (425) 487 -1734 E N G I N C E R I N G. I N C. Web: www.cornerstone- engr.com 7 1 r I Site Name: Tukwila WA 0637 -C) CORNr=FisV ONE Project: Nextel Communications E N G I N E E R I N G. I N C. B S. Cho Subject: Lateral Load Design Calculation Seismic Load Calculation for Components and System (Reference: IBC 2003, Section 1621 & ASCE 7, Chapter 9.6) Seismic Force: 0.2s Spectral Response Acceleration, Site Class B, S 1.0s Spectral Response Acceleration, Site Class B, S, Site Class Site Coefficient per S & Site Class, F Site Coefficient per S, & Site Class, F„ SMs = F See, = FvS, SDS = 2/3 SMs SDI = 2/3 SM1 Seismic Design Category per SDs (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 CEI No.: 04 -25048 Date: 1/13/05 1.361 (IBC 03, Figure 1615(1)) 0.469 (IBC 03, Figure 1615(2)) D 1.00 1.53 1.361 0.718 0.907 0.478 D (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) 1 (ASCE 7, Table 9.6.2.2 or 3.2) = 1 (ASCE 7, Section 9.6.1.5) = W (lb) = 2.5 (ASCE 7, Table 9.6.3.2) = 24.5 (ft) = 24.5 (ft) Seismic Design Force, F = 0.4apSDSWP (1 +2z/h) R^ Max. seismic design force, FPmax = 1.6SDSi Min. seismic design force, Fpmtn = 0.3SDSIPWP Seismic Design Force, F = 0.44 W Min. seismic design force, Fpmin = 0.27 W Max. seismic design force, FPmaz = 1.45 W (Eq. 9.6.1.3 -1) (Eq. 9.6.1.3 -2) (Eq. 9.6.1.3 -3) Seismic Design Force, F (ASD) = 0.31 W (No one third stress increase allowed) (for antenna mounting support structure) 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 z �w oC � JU U O N o W= J CO LL W O 9 - = W z F- F- O W U� LLJ O N OH W W H� U- O w z CO O F- z 1 ba Site Name: Tukwila (WA 0637 -C) eoRNe;Rs Project: Nextel Communications CEI No.: 04 -25048 E N f3 1 N E E R I N G. I N C. By: S. Cho Date: 1/13/05 Subiect: Lateral Load Design Calculation Wind Load Calculation for Other Structure (Reference: IBC 2003, Section 1609 & ASCE 7, Chapter 6.0) Gust effecgt factor, G Net force coefficient, C Projected area normal to the wind, Af, (fe) Design Wind Loads, F, (Ib /ft) Height Z, ft Expo B Case 1 j Case 2 0 -15 0.70 j 0_. _ 20 0.70 0.62 25 0.70 0.66 _ 30 _ _I 0. 70_; 0.70 40 0.76 _ _ 4 _L 0.79 i __k.76 0.7 9__ 50 0.81 i 0.81 _ -- 60 0.85 0.8 _ 70 0.89 �_ 0.89 80 0.93 0.93 90 _ { 0 .96 100 _ _0 0.9 ! 0 .99 120 1.0 1.0 _ _ 140 J i 1.09 i _ 1.09 Wind Velocity Pressure: Basic Wind Speed, V (mph) = 100 (ASCE 7, Figure 6 -1) Exposure Category = B (ASCE 7, Section 6.5.6) Building Caterogy = II (IBC Table 1604.5) Wind Load Importance Factor, I = 1.0 (IBC Table 1604.5) Velocity pressure exposure coefficient, K = See Table (ASCE 7, Table 6 -5) Topographic Factor, K = 1.0 (ASCE 7, Figure 6 -2) Wind Directionality Factor, K = 0.85 (ASCE 7, Table 6 -6) Velocity Pressure, %, (lb /ft = 0.00256K (ASCE 7, Eq. 6 -13) 14.36 (ASCE 7, Section 6.5.10) Design Wind Load (Open Buildings & Other Structure) 0.85 (ASCE 7, Table 6 -6) 1.2 (ASCE 7, Table 6 -9 -13) Af q,GCfAf Ibs 14.6 psf (A (ASCE 7, Eq. 6 -25) V eloc ity Pressure (q,) _ Case 1 Case 2 15.23 1_ 15. 1_3 ^ _ _ 1 5.2 3 14. 36 _ 15.23 i 15.23 16_. 16 ._54 -- 17 T_--- V- 1_7 . 08_ -- - - 17. 6 3 - - - - -- 17.63 - -- -- 1 8 .5 0 - - - 18.50 -- - -- 19.37 19.3 20. -1 20.24 _ 20.89 20 .8_9 2 1.54 21. 54_ - 22. 63 --- -- 22. - - -- -- - -- - 23.72 -_ -' 23.72 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 . t:::;L:...... .:,. 4.�.....�.::: :s:.:�:.s.�.. >•.. kL. �t:.: e4��: 11rJ. 5Sd: � :ilruf:;jdr2iiw.3:i+u >'A�+•ii.> fl'.U.i «�a'i�i�vCw:. .aa./ „'.�,'.. .n:,� ua�;iiµs, �:ui:: ?'� `..s.�= :.�....,.�:��: ;tilt z ;= z �w QQ � JU U UD J = H CO L w 9_J U_ U + F- W z ZO 5 U� O� D F- WW F L O. w Z co H O Z 4 0 a ' project - TUK-W - UK-W ( U A b sheet no. COPRNEF1S" rONE location date ENGINEERING, INC. CEI job no. client checked date A� T E- OA suPPnP sTf-U c-t u�E . .01 LOAP (1:4.6 f i TO— F, , Q , p ��— �� 136,8`lS 4f �. 6 ( - 1+4 2-,-� x 2-) aX Ft) P-. L Z X b vI:b6 66 PO ��, - 76 U SE - L z x 2 x 3/ IN z JU U O CO 0. J = �LL W O. LL ¢. co d =w z� �O z� W LLJ 3 o'. U O— w �U LL Z U= o� Z C .3 jr , 7S 0, � �K -F� OAS 33 = L p 0, �� x I l 6.3 le. ( p roject _� COAN�A�V'ONS location client Ird� -rS� jg << W date sheet no. CEI job no. -40 W = 8 X4D = 3'20 # � 6 oa � ,bit ,4 LLD u �I ,�M LDAP Fog g 1q6 — I g = 600 U GHAT O �-L . tf-LEV I s R (44Ck E�`. . 13 1. l nl �3 12 �l2 T x = co, X349 0, 4061 3 . Z t Z UJI 2. UO moo CO w J = �L w O LL a. a =w H Z F... E_ O w ~ w 5. UC1 O CO 13 F- w H U u. W Z CO z 1 i bik project tCOPINAl4Sl'ON® location E N O I N E E R I N G, I N C. client sheet no. date no. f3/ LLA ST- ��Q � H r T ;=a (z �r�I�1�t1r4 SUff O(zT'. -r or4L ax z6 t N TEIJWH 4X 1 `� �4- '` �O 8 is C, I c.T1.0 C-o E �T-I C I E�� </�`s� = 6. �' (G� � V I STEM I� B�Cz) 60 r9l K- w �n►p Ln - F - �4.6�s ( I �-�6 7�� — I 9. 7 sE I C SOAP = = D, 3 I W = o, 3 IsM � � z r~ �z W. UO N O co N O : W� J LL Ca = W z� z �. W U D :O co W U LL 0 Cd Z. O ~. z Z w JU C.)0 UO C0 w Lu :c CO) LL WO U. C0 D CY LU Z F- 0 Z F- W LIJ 2 fy D 0 () co. : 0 W LI J X a F- U- 0 lil Z CO) 0 F-! Z to Z w JU C.)0 UO C0 w Lu :c CO) LL WO U. C0 D CY LU Z F- 0 Z F- W LIJ 2 fy D 0 () co. : 0 W LI J X a F- U- 0 lil Z CO) 0 F-! Z ti P" r t project by sheet no. ECN®RMIllONtle location date 41- NE V RING. INC CEljobno. client checked date I T/ �3 CA M A0L-"" "T (F) Tc L7 �� ANT, 124 : g11 # rzvo = 2 s� 'o,G. =4 L - j tM . 7 5 gx iii ` �C7.sX/6 4 2 t 16 w usS el LA uA) I Pow ROOF LOAD C Low �F C ► � Z 30 P-�� �� P - TT 'L 18 " �E� ' oPc- WEB Te ss Ak) Z �Z � W �_ JU UO N D. J � N LL W O 9- LL= W. �. z o. W VO O N, � F— WW rr �- O. WZ Cj N Z project CORNERS - WON■ location NGI NE: rRING. INC. client sheet no. date 11.1 ANA Uf s s of () R P�`:AM q 2, 2S I A �x � ! � 1 � - 4 S x = 2 7 . 8 7S 41 tib OIL ^ .(( P �( n1 F4C-Top, � = D �D� �E77S� 7� — I�'O) t 42,1 c-o A/ �oL 7 LL 6. p boo boo_ t _ > � = Z.�7a�s• 6 Z W J U. 00 co 0 co �LL W 0 2� U.Q co D = d �W Z f- z °- W LU ca 0- o �- W LL z U= 0 Z` } . Project: Tukwila (WA0637 -C) Date: January 13, 2005 - Mietrt: Nextel /Pinnacle Design Prepared By: S. Cho CEI No.: 04 -25048 Page References a 1) Minimum Design Loads for Buildings and Other Structures, American Society of Civil engineering (ASCE 7 -02), 2003 r . 2) International Building Code (IBC 2003), International Code Counsil, 2003. i 3) Manual of Steel Construction (ASD), American Institute of Steel Construction Inc., 9 Ed. 4) Building Code Requirements for Structural Concrete (ACI 318), American Concrete Institute. 1995 5) National Design Specification (NDS), AFPF & AWC, 2001 Ed. i 6) Structural Products Design Manual, Weyerhaeuser TrusJoist, Nov. 2000. i . 7) EnerCalc 5.8, Structural Engineering Library Ver. 5.8, Engineering Software, Inc. i i 1 i j i i i f 14201 NE 200 Street, #200 Phone: (206) 250 -7306 Woodinville, WA 98072 ( 487 -1732 Email: cei @cornerstone- engr.com COZ70� C 0 1 N N C E R I N r•oNE Pay;; (425) 487 -1734 N G I E R I N G, I N C. Web www .cornerstone- engr.com 3 .z z` w JU UO J N LL W O; L L d. =w z� 1— O Z �: 25, U O N W W . H 0� u- tii z H2 z Chemplate and Fiberplate Load and Deflection Data 'Note: 1/8" Plate designed for use as covering only; not recommended for load bearing service. i (1) Normal load is the load which will produce a L/D of 125 or.375" Maximum. (2) Firm is the load which will produce a LID of 200 or .25" Maximum. i (3) Deflections less than 0.01" and greater than 0.5" have been omitted and denoted by shaded areas. i I (4) Loads for Short Span Normal and Firm have been limited to allow for shearing effects. 1 (5) Clear Span is 2" less than width of grating. Plate Weight 1 /S 11 - 1 Lbs /ft 1 /4 "- 3 Lbs /ft 3 /8 "- 41/4 Lbs/t12, 1 /2"- 5 Lbs /ft 3 / 4 "- 8 N Lbs /ft i t i Z Z W � JU U CO UJ J CO) LL. W O LL Q �W Z H ZO �j U� ON WW U_ 0. 111 Z'. U =. O Z Concentrated Load -Full Panel Uniform Load -Full Panel Concentrated Load to JQ Produce Deflection cd Maximum Load Pounds Maximum Load Pounds (1 % of Span) co Norm(I) Firm(2) 100 250 500 750 1000 Norm(I) Firm(2) 25 50 75 100 150 12 229 135 .047 .104. 199 .294 .392 336 208 .010 .014 .022 .029 .043 300 Lbs. 18 196 117 .079 .181 .351 99 54 .056 .085 .115 .145 .204 256 Lbs. 1 /4 24 181 116 .102 .268 28 15 .177 .327 .476 223 Lbs. (3) 36(5 84 55 .350 (3) 103 Lbs. 12 515 325 .018 .045 .093 .140 .190 480 300 (3) .016 .020 .030 667 Lbs. 18 455 288 .028 .077 .158 .239 .320 146 91 .026 .050 .075 .099 .148 584 Lbs. 3/811 24 259 149 .100 .195 .355 64 40 .075 .150 .225 .300 .449 308 Lbs. 36(5) 154 98 .178 .467 (3) 28 17 .258 (3) 192 Lbs. 12 960 600. (3) .025 .048 .075 .100 654 410 (3) .012 .016 .022 1250 Lbs. 18 853 543 .011 .038 .081 .125 .169 206 125 .025 .041 .057 .074 .106 1184 Lbs. 1 /2" 24 508 313 .043 .098 .190 .282 .374 118 72 .089 .127 .165 .241 631 Lbs. 36(5) 260 157 .127 .283 (3) 49 1 .051 30 .153 .297 .441 (3) 318 Lbs. 12 3965 2469 .003 .007 .013 .019 .024 1944 1215 .0012 .0025 .0037 .0049 .0074 4750 Lbs. 18 1798 1123 .009 .024 .043 .063 .079 576 360 .002 .011 .018 .025 .039 2140 Lbs. 3/411 24 1412 882 .019 .042 .075 .106 .133 243 152 .031 .054 .075 .093 .131 1700 Lbs. 36(5) 1108 693 .027 .066 .129 .188 .243 85 53 .078 .134 .187 1 .231 .321 1440 Lbs. i (1) Normal load is the load which will produce a L/D of 125 or.375" Maximum. (2) Firm is the load which will produce a LID of 200 or .25" Maximum. i (3) Deflections less than 0.01" and greater than 0.5" have been omitted and denoted by shaded areas. i I (4) Loads for Short Span Normal and Firm have been limited to allow for shearing effects. 1 (5) Clear Span is 2" less than width of grating. Plate Weight 1 /S 11 - 1 Lbs /ft 1 /4 "- 3 Lbs /ft 3 /8 "- 41/4 Lbs/t12, 1 /2"- 5 Lbs /ft 3 / 4 "- 8 N Lbs /ft i t i Z Z W � JU U CO UJ J CO) LL. W O LL Q �W Z H ZO �j U� ON WW U_ 0. 111 Z'. U =. O Z ' ,,,Load Tables/Mon-Snow (125 Allowable Uniform Load (plo T1LTM S TILXTM Series Parallel Chord • Open -Web Series FL =Flat roof less than Va" in 12" slope. SL= Sloped roof greater than '/a" in 12" slope. TJL' Series t ePt <<::14. : 16, 18;; : 20 ':' 22 ;. 24::: ;:26 .: 28 r: :,.30. :. 32 ;:,.,34 '• . . .,:; :38 40:- . Depth ;FL SL, Span:: FLT :f.SL� ,FL,:SL� FL• FL` +:SL. .FL r SL ,FL"',SL FL;',SL_ ..FL . SL 'FL FL; SL° FLv.SL FL :,SL ` FL: SL! FL'' -SL FL - FL•':'.SL: 389 FL ' SL' :;Span ;'14ri:' 359 354j 393 393 389 389 381 381 370 370 358 358 344 344 330 330 317 317 304 304 293 293 281 281 270 270 259 259 361 416,'; 282 353 319 343 354 354 361 361 353 353 343 343 332 332 320 320 308 308 296 296 286 286 275 275 265 265 255 255 343 f18' 235 235 267 330 298 320 328 328 338 338 330 330 320 320 310 310 299 299 289 289 280 280 269 269 260 260 250 250 :- ;;18 °: 3g20 195 195 223 317 249 249° 275 2 300 300 317 317 309 309 300 300 291 291 281 281 273 273 264 264 255 255 246 246 258 157 161 184 294 207 293 228 291 250 283 270 27tf 291 291 291 291 283 283 275 275 267 267 259 259 250 250 242 242 ,22 :''; 24 122 133 160 160 274 274 200 273 219 273 238 .? 256 261 273 273 273 273 268 268 261 261 253 253 246 246 238 238 ` 24; ?:: 96 114 128 132 i53 246 1691 254 186 86, 202 202, 218 218 233 233" 249 249 254 254 254 254 249 249 241 241 234 234 166 i•28;t, 77 99 103 115 132 136 151 236 166 68 180 236 195 195 V 209 236 223 223 236 236 236 236 236 236 236 236 230 230 •'`28; :. „30. 63 84 84 101 108 117 130 130 143 219 156 220 168 .181 220 1. x 193 220 205 220 219 219 220 220 220 220 220 220 117 98 = " -32.R' 1s4�" 52 69 70 88 89 101 111 113 129 129 141 141` 153 206 194 164 206 194 175 " 186 88 :' 191 39 203 203 206 206 206 206 'r`='32_,? 101 44 58 58 78 75 89 93 100 111 111 123 i• 134 183 144 182 154 11M. 164 175 179 44 185 185 193 193341 - 86 37 49 49 66 63 79 79 89 96 98 108 108 122 122 132 174 141 169 150 1$0 155 ' 165 �: 171 171 174 174 `i36r " 38 «- 91 42 42 56 54 71 67 79 82 88 97 97 105 x,105 114 7148 127 K12X 136 t 143 43' 1474; 156 156 161 161 56 s 40 ;, 70 36 36 48 46 62 58 75 71 83 84 91 98 98 106 138 113 �13' 121 1 150 130 ' 30 136 J36 11 139 39 144 �' 42y?'. 61 56 75 41 40 53 50 67 61 77 73 84 86 91 98 98 105 106'f 112 ,1 116 ; ',.44: +�; 122 2 130 4 .` 132 'ij42r 43 4;44n4 54 49 66 36 35 47 44 58 53 67 64 73 75 80 86 86 95 95 101 ,101' 109 �• 114 , ' ! 117 124 1 ; ,' 46r:; 47 43 58 52 69 41 38 51 47 60 56 66 66 72 77 78 83 83 89 120 95 103 110 t 112 12 " 4 • 48 - =. 42 38 51 46 61 36 69 45 41 55 49 60 58 66 68 71 77 77 82 109 88 50= 93 93 ;, 99 106 ws.48:,:j:• n'so : 37 34 46 41 55 48 64 40 37 49 44 56 52 60 60 65 69 70 75 75 80 85 90 iJO: 96 s�•52, s 41 37 49 43 58 35 64 43 39 51 46 56 54 60 62 65 69 69 74 7 ••. 78 ,' 83 87 >rs54•, 37 44 39 52 45 60 39 35 47 41 51 48 55 55 59 63 64 68 68 72 • =1 76 w 81 t;:rtW& 40 35 47 41 55 35 60 42 37 47 43 51 50 55 57 59 62 62 67 71 75 36 42 37 49 43 56 38 60 44 39 48 45 51 51 55 58 59 62 62 66 70 38 45 39 52 44 56 40 35 45 41 48 46 52 52 55 58 58 62 62 65 4,1 35 41 35 47 40 53 37 56 42 37 45 42 49 48 52 53 55 58 58 61 St62ry _64" 37 43 37 49 42 53 39 56 43 38 46 43 49 49 52 54 55 58 „�6 58 ::• 64;. . 1 45 38 50 35 53 41 1 35 43 40 46 44 49 50 51 54 54 3.`G8 "': - 74r 41 35 47 39 50 37 53 41 36 43 41 46 45 49 50 51 7,p� 39 33 41 37 44 42 46 46 48 S eries Check with your local Trus Joist representative on availability of theTJLX'• Series in your area. 1. Values shown are maximum allowable load capacities. Open -web trusses will be custom designed to the specified loads. 2. Straight line interpolations may be made between depths and spans. 3. Values shown are maximum allowable load capacities of the trusses in pounds per lineal foot (plf) based on: • simple span, uniformly loaded conditions. • an assumed 38% ratio of dead load to total load (eg.: 20 psf live /12 psf dead). These tables may be non - conservative if the actual ratio is higher than 38 %. A more accurate analysis can be obtained by using the TJ -Beam° software program. • top chord no -notch bearing clips with 1 bearing. Higher values may be possible with other types of bearing clips. 4. These tables may also be used for bottom chord bearing trusses (maximum bottom chord slope of V712") with or without cantilevers -atone or both ends. Cantilevers are limited to 1 /3 of the main span provided the inboard shear for cantilevered conditions is limited to 2,500 lbs. 5. Values in graykladq-As areas may be increased 7% for repetitive member usage if the criteria on page 9.7 are met. REV. 11/00 W 5.7 mum xi1N'iM'f!�^.�, .. JC'' fi-' urr+; t' ti .+t?ts;' »�n�t!,q;,y;^'�`�;';rnr rr' r�»..(<'=;+ 5� 'sS�wr�fs, «rj•.,...,"rr'>,�:." tyre :}:wr•,:.,ra^s,�.�;•v,nrvmr,. �p;,.ti.,nny.K.c.•,.r .'Y..W.v.L' ...,:.,....:.....a. -.., ..rw•.. har,,.wn w:l..+�r�i...wvrn , M*.%. a..-... r......... �.« a.. �. b...++. w.. ..,......:— ,....�...,..wu: -� .r..a..__ I ,M If Z ~ W JU 0 0 CO W = ( D W W LL Q N = a F- W Z Z� W W U� O� o1.- wW 2 F_ LL O W Z U= 0 ~ Z tSpan� rFL1' <SL° F.L. SL, ;FL SL, = ESL FL T SL. FL,r,SL FL• .FL r SL FL tiSL` FL,., SL .FL'z SL FL; SL° : FL SL :FL SL': ;Span': 393 393 393 393 389 389 381 381 370 370 358 358 344 344 330 330 317 317 304 304 293 293 281 281 270 270 259 259 16i 319 359 359 366 366 361 361 353 353 343 343 332 332 320 320 308 308 296 296 286 286 275 275 265 265 255 255 '18±: 266 302 336 336 343 343 338 338 330 330 320 320 310 310 299 299 289 289 280 280 269 269 260 260 250 250 20,a 218 221 252 282 310 310 318 318 317 317 309 309 300 300 291 291 281 281 273 273 264 264 255 255 246 246 ,i22.: 165 181 209 209 234 258 282 282 294 294 293 293 291 291 283 283 275 275 267 267 259 259 250 250 242 242 4,' 4. r; 128 152 170 177 204 204 226 248 r . 268 268 274 274 273 273 273 273 268 268 261 261 253 253 246 246 238 238 '4, :126 -, 101 130 135 151 172 172 192 210 10- 229 246 246 254 254 254 254 254 254 254 254 249 249 241 241 234 234 -- ° Wi 2�" •, 81 108 108 130 139 148 166 166 1 88 204 ` 220 220 236 236 236 236 236 236 236 236 236 236 236 236 230 230 66 88 88 114 113 129 141 145 161 161 176 191 205 1 219 219 220 220 220 220 220 220 220 220 220 220 q 55 46 73 61 73 61 98 82 94 79 114 101 117 98 127 113 141 119 141 125 155 137 137 169 150 186 4 162 199 174 199 206 185 206 185 206 194 206 194 206 194 206 194 206 194 206 194 206 193 206 193 32: n36C 39 52 52 69 66 89 83 101 101 112 121 123 134 134 145 156 166 175 175 183 183 182 182 179 179 44 44 59 57 76 71 90 86 100 103 110 120 120 130 1 140 149 162 166 166 174 174 169 169 '38 ;.r40 t, 38 38 50 49 65 61 81 74 91 89 99 104 108 117 117 126 135 144 154 157 157 159 159 44 42 56 53 70 64 82 77 90 91 98 105 106 114 114 122 122.. 130 138 147 147 1 150 150 38 37 49 46 61 56 75 67 82 79 89 92 97 104 104 112 dot _ 119 126 133 141 141 ; ',.44: +�; 4 ;ice „° 43 40 54 49 66 59 75 69 82 81 89 93 95 102 102 109 116 125 127 s'48 38 35 47 43 58 52 69 61 75 71 81 82 88 93 94 100 100 106 112 120 42 38 51 46 61 54 69 63 75 73 81 83 86 92 92 98 98 103 N,' 109 50= 4L,52 b , 37 34 46 41 55 48 64 56 69 65 75 74 BO 83 85 90 90 96 101 =.54 41 37 49 43 58 50 64 58 69 66 74 75 79 84 84 89 89 94 r X56±? 37 44 39 52 45 60 52 64 60 69 67 73 75 78 82 82 87 87 ';'5,6 40 35 47 41 55 47 60 54 64 61 68 68 73 76 77 81 81 ,` 58,c s!60 36 42 37 49 43 56 49 60 55 64 62 68 69 72 76 76 60”: 62 j 38 45 39 52 44 56 50 60 56 64 62 67 69 71 :621;; "s 643 ' 35 41 35 47 40 53 46 56 51 60 57 63 63 67 37 43 37 49 42 53 47 56 52 59 58 63 68 i4i 45 38 50 43 53 48 56 53 59 68: i70 41 35 47 39 50 44 53 49 56 1. Values shown are maximum allowable load capacities. Open -web trusses will be custom designed to the specified loads. 2. Straight line interpolations may be made between depths and spans. 3. Values shown are maximum allowable load capacities of the trusses in pounds per lineal foot (plf) based on: • simple span, uniformly loaded conditions. • an assumed 38% ratio of dead load to total load (eg.: 20 psf live /12 psf dead). These tables may be non - conservative if the actual ratio is higher than 38 %. A more accurate analysis can be obtained by using the TJ -Beam° software program. • top chord no -notch bearing clips with 1 bearing. Higher values may be possible with other types of bearing clips. 4. These tables may also be used for bottom chord bearing trusses (maximum bottom chord slope of V712") with or without cantilevers -atone or both ends. Cantilevers are limited to 1 /3 of the main span provided the inboard shear for cantilevered conditions is limited to 2,500 lbs. 5. Values in graykladq-As areas may be increased 7% for repetitive member usage if the criteria on page 9.7 are met. REV. 11/00 W 5.7 mum xi1N'iM'f!�^.�, .. JC'' fi-' urr+; t' ti .+t?ts;' »�n�t!,q;,y;^'�`�;';rnr rr' r�»..(<'=;+ 5� 'sS�wr�fs, «rj•.,...,"rr'>,�:." tyre :}:wr•,:.,ra^s,�.�;•v,nrvmr,. �p;,.ti.,nny.K.c.•,.r .'Y..W.v.L' ...,:.,....:.....a. -.., ..rw•.. har,,.wn w:l..+�r�i...wvrn , M*.%. a..-... r......... �.« a.. �. b...++. w.. ..,......:— ,....�...,..wu: -� .r..a..__ I ,M If Z ~ W JU 0 0 CO W = ( D W W LL Q N = a F- W Z Z� W W U� O� o1.- wW 2 F_ LL O W Z U= 0 ~ Z i i 1 DECIIBEI! Octse Station Antennas DB844H90E -XY 12 dBd, Directed Dipole Antenna 806 -896, 870.960 MHz Excellent azimuth roll -off; 15 - 20% reduction in cell to cell overlap • Superior front to back ratio • Low profile, low wind load for easy zoning • Outstanding field record, with thousands of units deployed, world wide 0 Vertical 940 MHz (Tilt =O) 90 t0 0 Frequency (MHz): 806.896 870 -960 P Vertical Vertical Gain (dBdldBi): 12114.1 12.4/14.5 Azimuth BW: 90' g0' E'evation BW: 15' 15' B cam Tilt: 0' 0' U•5LS' (dB): >15 >15 Front- to-Back Ratio* (dB): 40 40 VSWR: <1.35:1 <1.35:1 Impedance: 50 Ohms 50 Ohms Max Input Power: 500 Watts 500 Watts Lightning Protection: DC Ground DC Ground Opt Electrical Tilt: 6' 6' ANDREW Dimensions (LxWxD): Max. Wind Area: Max. Wind Load (@ 100mph): Max. Wind Speed: Radiator Material: Reflector Material: Radome Material: Mounting Hardware Material: Connector Type: Alt. Connectors: Color: Standard Mounting Hardware Downtilt Mounting Hardware: ODt. Mountina Hardware: Andrew Corporation 8635 Slommons Freeway Dallas, Texas U.S.A 75247 -3701 Tel: 214.631.0310 dblech@andraw -com 14 Ibs (6.4 kg) 48X6.5X8in (1219 X 165 X 203 mm) 1.08 ft m') 59lbf(262 N) 125 mph (201 km /h) Brass Aluminum ABS, UV Resistant Galvanized Steel 7 -16 DIN - Female (Back) N Type - Female Light Gray DB380 Pipe Mount Kit, included DB5083, optional DB5084 -AZ Azimuth Wall Mount Fax: 214.631.4706 Toll Free Tel: 1.800.676.5342 Fax: 1.800.229.4706 www.androw.com Warranty: Five years Date: 4/23/2004 -Indicates Typical Values i l.. �I 4 Z H IH W UO NO: W = t_ N LL W O 2 � 9 Q I— _ Z �_ F_ O Z t-- W W U O N WW �F LL O W Z U N H =. O Z 180 -- Horizontal 940 MHz (Tilt =O) 270 F 1M� Y� •. If v DECIBEV 19ase Starlon Ant onna s DB844H65E -XY Directed Dipole Antenna Frequency (MHz) : 806-896 870-960 Polarization : Vertical Vertical Gain (dBd /dBi) : 13.1/15.2 13.3/15.4 Azimuth BW (Deg.): 65 65 Elevation BW (Deg.): 15 15 Beam Tilt (Deg.): 0 0 USLS* (dB) : >15 >15 Front -To -Back Ratio* (dB) : 40 40 VSWR : <1.5:1 <1.5:1 Max. Input Power (Wafts): 500 500 Impedance (Ohms) : 50 Lightning Protection : DC Ground Weight: 9.0 kg (20 lb) Dimensions (LxWxD) : 1,219 x 520 x 228 mm (48 x 20.5 x 9 in) Max. Wind Area: 0.10 mZ (1.1 ftZ ) Max. Wind Load (@ 100 mph) : 262.4 N (59 Ibo Max. Wind Speed: 241 km /h (150 mph) Hardware Material : Galvanized Steel Connector Type : 7 -16 DIN - Female (1, Back) Color: Light Gray Alt. Connectors : N - Type Female Standard Mounting Hardware : DB380 Standard Downtilt DB5083 Mounting Hardware: Andrew Corporation Fax: 214.631.4706 2601 Telecorn Parkway Toll Free Tel: 1.800.676.5342 AN COREW Richardson, Texas U.S.A 75082 -3521 Fax: 1.800.229.4706 Tel: 214.631.03 10 www.andrew.com Information correct at date of issue but may be subject to change without notice. • • * - Indicates "Typical Values 1/12/2005 dbtech gandrew.com Page I of 2 Z �z �W aa JU UO UO co LLJ J = F- DW W O LL = �. W Z F— F— O Z F— LU W U� O� W HF LL O W Z. U= O F- Z , June 3, 2005 C ity of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director Mr. Bob Dyer 10545 Willows Road NE, #110 Redmond, Washington 98052 RE: CORRECTION LETTER #1 Development Permit Application Number D05 -162 Nextel Communications —15215 52 Avenue South Dear Bob: This letter is to inform you of corrections that must be addressed before your development permit(s) can be. approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building Department. At this time, the Planning, Public Works and Fire Departments have no comments. Building Department: Allen Johannessen, at (206) 433 -7163, if you have questions regarding the attached memo. j Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that four (4) complete sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenPer service. If you have any questions, please contact me at (206) 433 -7165. Sincerely, Stefama Spencer Permit Technician encl xc: File No. D05 -162 I i sks TAUnks \Docs\D05- 162 \D05 -162 - Correction Letter #LDOC 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 z z �w s� D JU UO 0)(3, J H S2 LL w� L L ND = a F w z= f- Z O LU w U Uj ON 0 1— = U LL 0 ill Z UN O Z ' • 4 Building Division Review Memo Date: May 25, 2005 Project Name: NEXTEL Communications Permit #: D05 -062 Plan Review: Allen Johannessen, Plans Examiner —ti A Building Division conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and /or other applicable documentation. PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 2436; all sheets shall be the same size). I (Drawing and structural calculations sheets shall be original signed wet stamp not copied.) 1 Provide an overall floor plan of the second floor. Label all rooms (show suite numbers) to show j occupancy use for each room. } Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. c Z mow. U Cl) CO U- 0 LL � =w Z O w 5. O �'. w w`. O. W Z Z 1 ' • 4 Building Division Review Memo Date: May 25, 2005 Project Name: NEXTEL Communications Permit #: D05 -062 Plan Review: Allen Johannessen, Plans Examiner —ti A Building Division conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and /or other applicable documentation. PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 2436; all sheets shall be the same size). I (Drawing and structural calculations sheets shall be original signed wet stamp not copied.) 1 Provide an overall floor plan of the second floor. Label all rooms (show suite numbers) to show j occupancy use for each room. } Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. c Z mow. U Cl) CO U- 0 LL � =w Z O w 5. O �'. w w`. O. W Z Z PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D05 -162 DATE: 06 -06 -05 PROJECT NAME: NEXTEL COMMUNICATIONS SITE ADDRESS: 1521552 ND AVENUE SOUTH Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # I Revision #_after /before permit is issued DEPARTMENTS: i Buil ing Division Fire Prevention ❑ Planning Division 1:1 Public Works ❑ Structural ❑ Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete ❑ i Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS R TING: Please Route V Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS Approved ❑ Approved with Conditions Notation: REVIEWER'S INITIALS: Permit Center Use only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: DUE DATE: 06 -07 -05 Not Applicable ❑ DATE: PERMIT COORD COPY Documenlslrouling slip.doc 2.28.02 ❑ No further Review Required DATE: DUE DATE: 07 -05 -05 Not Approved (attach comments) ❑ z ;r z �w QQ JU UO Co 0 co W J H S2 LL W O LLQ = �W z �O z�__ Uj U co off W z F_ �: LL W z UCO O F- z PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D05 -162 DATE: 05 -12 -05 PROJECT NAME: NEXTEL COMMUNICATIONS SITE ADDRESS: 1521552 ND AVENUE SOUTH X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # after /before permit is issued DEPARTM ENTS: Build�ir( + y�12 AU G 5 -� p5. Fire Prevention Structural ❑ DETERMINATION OF COMPLETENESS (Tues., Thurs.) Complete [/ Incomplete ❑ Comments: PIa 1 646 4 1 Ti s i� 3 ko_ Permit Coordinator 10 DUE DATE: 05 -17 -05 Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TOES /THURS RO TING: Please Route Structural Review Required REVIEWER'S INITIALS: u APPROVALS OR CORRECTIONS Approved ❑ Approved with Conditions ❑ Notation: DUE DATE: 06 -14 -05 Not Approved (attach comments) REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg a Fire ❑ Ping ❑ PW ❑ Staff Initials: PERMIT COORD COPY Documents /rouling sllp.doc 2.28.02 ❑ No further Review Required DATE: z '~ w 30 0 N W= J CO U_ w L? � = w z F- 1— O w ~ w U� O �. 0 F- wW -O W z H� O z REVISION: SUBMITTAL City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.cLtukwila.wa.its Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: �* SAN © 6 Plan Check/Permit Number: DCLS ' (� 2 ❑ Response to Incomplete Letter # Response to Correction Letter # ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: /Urc-xl�L CU ��1 C�4T10N� Project Address: 2 v 2 S 5Z Q\1 C— S Contact Person: o YE'?-- Phone Number: Z,O Summary of Revision: 5 l+ouJ P LOOT, > LAJQ OF 5EC.D/V n FL OOH, WO 5?'AC.G U5r= 'T RECEIXE'Q OITY OF TUKWI J UN - 6 2005 PERMIT CENTER Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: d Entered in Permits Plus on • pplications orms -app ications on me evision submittal Created: 8 -13 -2004 Revised: Z Z. w Q7- JU 00 0 w� CO U. w LL ¢ CO =w I— O w ~ w U� ON 0 F— w w �F t O Z 0- H O Z Look Up a Contractor, Electric, ian 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. License Information License WESTETS962LN Licensee Name WESTERN TELCOM SITE SERVICES Licensee Type CONSTRUCTION CONTRACTOR UBI 602416841 Ind. Ins. Account Id SECRETARY Business Type CORPORATION Address l 392 WEST 4800 S Address 2 City MURRAY County OUT OF STATE State UT Zip 84123 Phone 8012882001 Status ACTIVE Specialty 1 GENERAL Specialty 2 UNUSED Effective Date 6/15/2004 Expiration Date 7/22/2007 Suspend Date Separation Date Parent Company Previous License WESTETS971M2 Next License Associated License Business Owner Information Name Role Effective Date Expiration Date WALL, LYNN R PRESIDENT 06/15/2004 WALL, JOHN R SECRETARY 06/15/2004 SCHUTJER, ROCKWELL VICE PRESIDENT 1 06/15/2004 Bond Information Bond Bond Company Account Effective Expiration Cancel Impaired Bond Received Bond Name Number Date Date Date Date Amount Date Page 1 of 2 https:H fortress .wa.gov /lnilbbip /printer.aspx ?License= WESTETS962LN 08/29/2005 0111 11 111 1 is Z JU UO UD J H NU. W O L L UD 2 �W Z H H O Z F- �j U Off. 0 1-- W U W � — O. W Z U N. O Z File: D05 -0162 35mm Drawing #1 -21 PF w mew w. V i nFr' r[%J VNLO a a i i i 0 a a i Cn IV c c C w c ST V_ 0 L v a> 0 C u Q) (_ 0 cU Q O O 0 a i C 0 c 0 U i C 0 Cs Z C 0 r,R i s 0 0 CV 4 0 THE FOLLOWING PARTIES HEREBY APPROVE AND ACCEPT THESE DOCUMENTS AND AUTHORIZE THE CONTRACTOR TO PROCEED WITH THE CONSTRUCTION DESCRIBED HEREIN. ALL CONSTRUCTION DOCUMENTS ARE SUBJECT TO REVIEW BY THE LOCAL BUILDING DEPARTMENT AND ANY CHANGES OR MODIFICATIONS THEY MAY IMPOSE. LANDLORD DATE . NEXTEL SITE ACQUISTION LAND USE REP. RF ENGINEER INTERCONNECT CONFIGURATION ENGINEER CONSTRUCTION ENGINEER TEAM LEAD PRODUCTION LEAD EXPANSION MGR. VICINITY MAP DATE APPROVAL BLOCK DATE SITE ADDRESS: 15215 52ND AVENUE SOUTH DATE LOT B, CITY OF TUKWILA SHORT PLAT NO. 79-32-SS, ACCORDING DATE R TO THE SHORT PLAT RECORDED DECEMBER 5, 1979 UNDER RECORDING NUMBER 7912050555, IN KING COUNTY, WASHINGTON; OWNER: RICARDO ANTEZANA DATE TOGETHER WITH AN EASEMENT FOR ACCESS OVER THE SO[ki- ANTEZANA INVESTMENTS, LLC 15215 52ND AVENUE SOUTH th DATE Of DATE DATE DATE DATE ( I NEXTEL SITE : I 7 _ J I a �fgl �R� ,7 { rMIrI11M� � � I CODE COMPLIANCE BUILDING CODE: INTERNATIONAL BUILDING CODE 2003 ALL ODE,AMENDM NITS AND STANDARDS INCLUDING T E G CODES: THE 2003: INTERNATIONAL BUILDING CODE STANDARDS AND AMENDMENTS; UNIFORM MECHANICAL CODE STANDARDS AND AMENDMENTS; UNIFORM FIRE CODE STANDARDS AND AMENDMENTS; AND UNIFORM PLUMBING CODE STANDARDS AND AMENDMENTS. WHERE THERE IS A CONFLICT BETWEEN CODES, AN EARLIER NAMED CODE TAKES PRECEDENCE OF A LATER NAMED CODE, IN ANY SPECIFIC CASE ON CONFLICTS BETWEEN SECTIONS OF ANY CODE REGARDING MATERIALS, METHODS OF CONSTRUCTION, OR OTHER REQUIREMENTS, THE MOST RESTRICTIVE SHALL GOVERN, WHERE THERE IS CONFLICT BETWEEN A GENERAL REQUIREMENT AND A SPECIFIC REQUIREMENT, THE SPECIFIC REQUIREMENT SHALL GOVERN. aty Of mb WIT LEGAL DESCRIPTION PREPARED FOR: WA 0637 -C LEGAL DESCRIPTION: PROJECT DATA THE LAND REFERED TO IN THIS COMMITMENT IS SITUATED IN THE STATE OF WASHINGTON, AND DESCRIBED AS FOLLOWS: SITE ADDRESS: 15215 52ND AVENUE SOUTH , LOT B, CITY OF TUKWILA SHORT PLAT NO. 79-32-SS, ACCORDING SEATTLE, WA 98188 TETRA TECH COMMUNICATION SERVICES 10545 WIILOWS ROAD NE 0110 TO THE SHORT PLAT RECORDED DECEMBER 5, 1979 UNDER RECORDING NUMBER 7912050555, IN KING COUNTY, WASHINGTON; OWNER: RICARDO ANTEZANA REDMOND, WA 98052 TOGETHER WITH AN EASEMENT FOR ACCESS OVER THE SO[ki- ANTEZANA INVESTMENTS, LLC 15215 52ND AVENUE SOUTH RICK CARDOZA - LEASING MANAGER PHONE: (208) 255 -9370 THE EAST 318.88 FEET OF LOT A OF SAID RT pbe�T -- " F01 SEATTLE, WA 98188 PHONE: (208) 244 -8709 KEVIN FOY - ZONING MANAGER PHONE: (208) 255 J � .. ■ I 'LSO® 1 1 ,.. - PHONE: (208) 423 -8883 T1 SAME AS ABOVE ,�1 APN: 1157200017 � APPL_ ICANT- a �fgl �R� ,7 { rMIrI11M� � � I CODE COMPLIANCE BUILDING CODE: INTERNATIONAL BUILDING CODE 2003 ALL ODE,AMENDM NITS AND STANDARDS INCLUDING T E G CODES: THE 2003: INTERNATIONAL BUILDING CODE STANDARDS AND AMENDMENTS; UNIFORM MECHANICAL CODE STANDARDS AND AMENDMENTS; UNIFORM FIRE CODE STANDARDS AND AMENDMENTS; AND UNIFORM PLUMBING CODE STANDARDS AND AMENDMENTS. WHERE THERE IS A CONFLICT BETWEEN CODES, AN EARLIER NAMED CODE TAKES PRECEDENCE OF A LATER NAMED CODE, IN ANY SPECIFIC CASE ON CONFLICTS BETWEEN SECTIONS OF ANY CODE REGARDING MATERIALS, METHODS OF CONSTRUCTION, OR OTHER REQUIREMENTS, THE MOST RESTRICTIVE SHALL GOVERN, WHERE THERE IS CONFLICT BETWEEN A GENERAL REQUIREMENT AND A SPECIFIC REQUIREMENT, THE SPECIFIC REQUIREMENT SHALL GOVERN. aty Of mb WIT LEGAL DESCRIPTION PREPARED FOR: WA 0637 -C LEGAL DESCRIPTION: PROJECT DATA THE LAND REFERED TO IN THIS COMMITMENT IS SITUATED IN THE STATE OF WASHINGTON, AND DESCRIBED AS FOLLOWS: SITE ADDRESS: 15215 52ND AVENUE SOUTH APPLICANT REPRESENTATIVES: LOT B, CITY OF TUKWILA SHORT PLAT NO. 79-32-SS, ACCORDING SEATTLE, WA 98188 TETRA TECH COMMUNICATION SERVICES 10545 WIILOWS ROAD NE 0110 TO THE SHORT PLAT RECORDED DECEMBER 5, 1979 UNDER RECORDING NUMBER 7912050555, IN KING COUNTY, WASHINGTON; OWNER: RICARDO ANTEZANA REDMOND, WA 98052 TOGETHER WITH AN EASEMENT FOR ACCESS OVER THE SO[ki- ANTEZANA INVESTMENTS, LLC 15215 52ND AVENUE SOUTH RICK CARDOZA - LEASING MANAGER PHONE: (208) 255 -9370 THE EAST 318.88 FEET OF LOT A OF SAID RT pbe�T -- " F01 SEATTLE, WA 98188 PHONE: (208) 244 -8709 KEVIN FOY - ZONING MANAGER PHONE: (208) 255 REVIEWED f�E` r 6 -�! COM p�/t i t f FAX: (208) 2433795 -5782 DAVID ILLIG - CONST MANAGER 'LSO® PROPERTY OWNER: PHONE: (208) 423 -8883 T1 SAME AS ABOVE APN: 1157200017 � APPL_ ICANT- PROJ CT TE4UN 1 4 NUS PINNACLE DESIGN GROUP, INC. 14201 NE 200TH STREET, SUITE 200 WOODINVILLE, WA 98072 ,�`i PHONE: (425) 508-0110 i IW 1�� FAX: (425) 487 -1734 I i ) +� CONTACT: RICK MATTESON _!( e .. _ DRIVING DIRECTIONS DRIVING DIRECTIONS FROM NEXTEL OFFICE, REDMOND: SOUTH ON WILLOWS ROAD TO SR -908. SR -908 WEST TO 1 -405 SOUTH. HEAD SOUTH ON 1-405, TAKE SOUTHCENTER BLVD EXIT. TURN LEFT (WEST) ONTO SOUTHCENTER BLVD. JUST PAST STOPLIGHT TURN RIGHT ON 52ND AVENUE SOUTH, SITE IS ON THE LEFT. NEXTEL COMMUNICATIONS 10545 WILLOWS ROAD NE 0100 REDMOND, WA 98052 CONTACT: DAVE SCHNEBELE PHONE: (425) 278.7415 FAX: (425) 278.7404 BUILDING DATA. JURISDICTION: CITY OF TUKWILA ZONING: COMMERCIAL (RMC) ASSESSOR'S PARCEL NO: 1157200017 EXISTING BUILDING AREA: 34,250± SQ. FT, EXISTING CONSTRUCTION TYPE: TENANT IMPROVEMENT EXISTING BUILDING OCCUPANCY: COMMERCIAL / RESIDENTIAL PROPOSED CABINET AREA: 200 SQ. FT. GEODETIC COORDINATES (WAD 831• LONGTITUDE: 122 18' 10.4 - LATITUDE: 47 57.9" PROJECT DESCRIPTION -THREE (3) 4' PANEL ANTENNAS AND ONE (1) FUTURE ANTENNA PER SECTOR; MOUNTED ONTO ANTENNA FRAME ON ROOF TOP (TOTAL OF 2 SECTORS). - EQUIPMENT TO BE LOCATED IN (N) EQUIPMENT ROOM ON 2ND FLOOR -(2) GPS ANTENNA MOUNTED ONTO ANTENNA FRAME - COAXIAL CABLE RUNS FROM ANTENNAS TO EQUIPMENT ROOM -A NEW TELEPHONE SERVICE RUN TO EQUIPMENT ROOM -A NEW 200A ELECTRICAL SERVICE RUN TO EQUIPMENT ROOM -NEW GENERATOR PLUG FOR EMERGENCY SERVICE -THIS IS AN UNMANNED TELECOMMUNICATIONS FACILITY. SHEET DESCRIPTION T-1 TITLE SHEET T -2 GENERAL NOTES, 9P -1 SPECIFICATIONS SP -2 SPECIFICATIONS SP -3 SPECIFICATIONS SP-4 SPECIFICATIONS SP -5 SPECIFICATIONS MA 1 2 ms PERMIT CENTER SHEETINDEX 8 A -1 SITE PLAN A -2 DEMOLITION & ENLARGED PLANS A -3 EAST AND WEST ELEVATIONS A-4 NORTH AND SOUTH ELEVATIONS A -5 INTERIOR ELEVATIONS A-8 DETAILS AND SWEEP NOTES A -7 DETAIL SHEET A-8 DETAIL SHEET S-1 STRUCTURAL PLAN AND NOTES S ENLARGED PLAN & DETAILS S-3 VALMONT ROOFTOP BALLAST FRAME E -1 ELECTRICAL L AND NOTES, PL GROUNDING AN AND DETAIL; E -2 ELECTRICA DETAILS RF -1 HVAC SCHEMATIC r SAFETY PRECAUTION SWILL aE ILWLEMENTED BY CONTRACTOR(S) AT ALL TRENCHING IN ACCORDANCE NTH CURRENT OSHA STANDARDS CALL 2 WORKING DAYS BEFORE YOU DIG 1- 800424 -5555 UTILITIES UNDERGROUND LOCATION CENTER (ID,MT,ND,OR,WA) ELECTRIC • RED SEWER • GREEN C6 • YELLOW SURVEY -AWL TE'I.CATV • ORANGE PROPOSED • WHITE WATER • BLUE I�III�11�111I41 1 rj�l lllll1lilI - J. 11:111�I ,i Inch 1/18 I T' �- l '1 xa 56 ti6 EL Z6 0 IIIIIII�IIIIIIIL1�11. 1ILIIII�IIIIIIIII�I .III I IL ( IIILIII�I1111 !_LIII�LLII1ILI1 IT I IIIIII ICI ICI` I,II ICI ICI I(I -. 5� �. 4 t,. 6 I r ,A I : z t i,=R�� r• t I ; Z � WO 11(Lilhi�l llll�ll_I�I Illl�llrll�Illlil ' I .I�IIIIIII�IIIIIIIII�IIIII TETRA TECH 1* COMMUNICATION SERVICES 10545 WILLOWS RD NE, #110 REDMOND, WA 98052 (425) 278 -7427 (425) 497 -8029 fax 10545 WILLOWS ROAD NE 0100 REDMOND, WA 98052 PHONE: (425) 278 -7415 FAX: (425) 278 -7404 TUKWILA WA 0637 -C 15215 52ND AVE. SOUTH SEATTLE, WA 98188 KING COUNTY I CURRENT ISSUE DATE: 3 -31 -05 ISSUED FOR: CONSTRUCTION DESIGN TEAM: I design Wa+P. Mc `• cORNEinifOo Esc, 14201 NE 200th SML SuAR 200 Woodinville, VW 98072 PHONE: 425.508.0110 FAX 425.457.1734 EMAIL: rm@URWGPkrmdodosovmw.com NEXTEL SITE NO: WA 0637 -C DRAWN BY: DRA CHECKED BY: JYS LICENSURE: W pF S 4 alw ExaIRES 07J15= I SSUE Q 1-28405 PRELIM CD Q 2 -18-05 ISSUED FOR CONSTRUCTION Q 3 -31 -05 ISSUED FOR PERMIT HEET TITLE TITLE SHEET TN M T -1 L F CA cn 0 i r.i U s i q) c C L0 i 0 ❑ SOILS COMPLIANCE PRIOR TO FOUNDATION INSPECTION F-- v ❑ CONCRETE OVER 2500 PSI AT 28 DAYS ` (V ❑ CONCRETE PLACEMENT AT si eG nkl j ❑ WRITTEN CERTIFICATION FOR PROPER PLACEMENT OF REINFORCEMENTS AT SLAB ON GRADE z FOUNDATION EXCAVATION AND FILL INCLUDING UTILITY TRENCHES o+ ❑ CERTIFICATION OF BUILDING PAD, FOUNDATION AND °' FILL BY THE GEOTECHNICAL ENIGNEER OF THE v RECORD c w IN -- RECEIVED CI"IY OF TUMVIIA ❑ VERIFICATIONS OF MILL REPORT X❑ IDENTIFICATION OF STEEL AND AT JOB SITE ❑ ADHESIVE BOLTS IN CONCRETE OR MASONRY X❑ ANCHOR BOLTS INSTALLATION AND PLACEMENT IN CONCRETE ❑ HIGH STRENGTH BOLTING MAY 1 Z lZUU5 PERMIT CENTER ❑ SPRAYED -ON- FIREPROOFING ❑ STRUCTURAL MASONRY ❑ PRESTRESSED CONCRETE ❑ ALL FIELD WELDING ❑ REINFORCING PLACEMENT 1. THE CONTRACTOR SHALL NOTIFY PINNACLE DESIGN GROUP, INC. OF ANY ERRORS, OMISSIONS, OR INCONSISTENCIES AS THEY MAY BE DISCOVERED IN PLANS, DOCUMENTS, NOTES, OR SPECIFICATIONS PRIOR TO STARTING CONSTRUCTION INCLUDING, BUT NOT LIMITED BY, DEMOLITION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CORRECTING ANY ERROR, OMISSION, OR INCONSISTENCY AFTER THE START OF CONSTRUCTION WHICH HAS NOT BEEN BROUGHT TO THE ATTENTION OF PINNACLE DESIGN GROUP, INC. AND SHALL INCUR ANY EXPENSES TO RECTIFY THE SITUATION, THE MEANS OF CORRECTING ANY ERROR SHALL FIRST BE APPROVED BY PINNACLE DESIGN GROUP, INC.. 2. THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO THE START OF ANY WORK. DISCREPANCIES WILL BE REPORTED IMMEDIATELY TO PINNACLE DESIGN GROUP, INC,. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WORK AND MATERIALS INCLUDING THOSE FURNISHED BY THE SUBCONTRACTOR(S). 3. A COPY OF GOVERNING AGENCY APPROVED PLANS SHALL BE KEPT IN A PLACE SPECIFIED BY THE GOVERNING AGENCY, AND BY LAW, SHALL BE AVAILABLE FOR INSPECTION AT ALL TIMES. THE PLANS ARE NOT TO BE USED BY THE WORKMEN. ALL CONSTRUCTION SETS SHALL REFLECT THE SAME INFORMATION AS GOVERNING AGENCY APPROVED PLANS. THE CONTRACTOR SHALL ALSO MAINTAIN ONE SET OF PLANS, IN GOOD CONDITION, COMPLETE WITH ALL REVISIONS, ADDENDA, AND CHANGE ORDERS ON THE PREMISES AT ALL TIMES UNDER THE DIRECT CARE OF THE SUPERINTENDENT, THE CONTRACTOR SHALL SUPPLY TETRA TECH, INC.. WITH A COPY OF ALL REVISIONS, ADDENDA, AND /OR CHANGE ORDERS AT THE CONCLUSION OF THE WORK AS A PART OF THE AS -BUILT DRAWING RECORDS. 4. THE CONTRACTOR SHALL STUDY THE STRUCTURAL, ELECTRICAL, MECHANICAL, AND PLUMBING PLANS AND CROSS CHECK THEIR DETAILS, NOTES, DIMENSIONS, AND ALL• REQUIREMENTS PRIOR TO THE START OF ANY WORK, 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE SECURITY OF THE PROJECT AND SITE WHILE THE WORK IS IN PROGRESS UNTIL THE JOB IS COMPLETE. 8, THE CONTRACTOR HAS THE RESPONSIBILITY OF LOCATING ALL EXISTING UTILITIES WHETHER OR NOT SHOWN ON THE PLANS, AND TO PROTECT THEM FROM DAMAGE, THE CONTRACTOR, OR SUBCONTRACTOR AS SPECIFIED IN THE AGREEMENT BETWEEN SUBCONTRACTOR AND CONTRACTOR, SHALL BEAR THE EXPENSES OF REPAIR AND /OR REPLACEMENT OF UTILITIES OR OTHER PROPERTY DAMAGE BY OPERATIONS IN CONJUNCTION WITH THE EXECUTION OF THE WORK. 7. THE REFERENCES ON THE DRAWINGS ARE FOR CONVENIENCE ONLY AND SHALL NOT LIMIT THE APPLICATION OF ANY DRAWING OR DETAIL. 8. ALL DIMENSIONS ON THE PLANS ARE TO FACE OF STUD (F.O.S.) UNLESS NOTED OTHERWISE (U.N.O.). 9. ALL CONSTRUCTION THROUGHOUT THE PROJECT SHALL CONFORM TO NEXTEL'S CONSTRUCTION SPECIFICATIONS - EXHIBIT C. 10. ALL GLASS AND GLAZING IS TO COMPLY WITH CHAPTER 54 OF THE U.S. CONSUMER SAFETY COMMISSION - SAFETY STANDARDS FOR ARCHITECTURAL GLAZING MATERIALS (42 FR 1428, CFR PART 1201) AND LOCAL SECURITY REQUIREMENTS, 11- ALL EXISTING CONSTRUCTION, EQUIPMENT, AND FINISHES NOTED TO BE REMOVED SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND WILL BE REMOVED FROM THE SITE WITH THE FOLLOWING EXCEPTIONS: A. PROPERTY NOTED TO BE RETURNED TO THE OWNER. B. PROPERTY NOTED TO BE REMOVED BY THE OWNER. 12. THE GOVERNING AGENCIES, CODE AUTHORITIES, AND BUILDING INSPECTORS SHALL PROVIDE THE MINIMUM STANDARDS FOR CONSTRUCTION TECHNIQUES, MATERIALS, AND FINISHES USED THROUGHOUT THE PROJECT. TRADE STANDARDS AND /OR PUBLISHED MANUFACTURERS SPECIFICATIONS MEETING OR 3 EXCEEDING DESIGN REQUIREMENTS SHALL BE USED FOR INSTALLATION. 13. WHEN REQUIRED STORAGE OF MATERIALS OCCURS, THEY SHALL BE EVENLY DISTRIBUTED OVER ROUGH FRAMED FLOORS OR ROOFS SO AS NOT TO EXCEED THE DESIGNED LIVE LOADS FOR THE STRUCTURE. TEMPORARY SHORING AND /OR BRACING IS TO BE PROVIDED WHERE THE STRUCTURE HAS NOT ATTAINED THE DESIGN STRENGTH FOR THE CONDITIONS PRESENT. 14. DRAWINGS ARE NOT TO BE SCALED UNDER ANY CIRCUMSTANCE. PINNACLE DESIGN GROUP, INC. IS NOT RESPONSIBLE FOR ANY ERRORS RESULTING FROM THIS PRACTICE WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALE SHOWN ON PLANS. 15. PRIOR TO THE POURING OF ANY NEW SLAB OVER AN EXISTING SLAB THE CONTRACTOR SHALL VERIFY LOCATIONS OF ALL OPENINGS, CHASES, AND EQUIPMENT WHICH ARE TO BE IMPLEMENTED INTO THE NEW WORK. ALL ITEMS AB OWNER AND PINNAC EDES GN GROUP, NC. AS PART OF THE AS- UILT DRAWING 37 PACKAGE ❑ DESIGNER SPECIFIED (SEE SHEETN_j ❑ OTHER i SUBMITTAL DOCUMENTS FOR DEFERRED SUBMITTAL ITEMS SHALL BE SUBMITTED TO THE ARCHITECT OR ENGINEER OF RECORD, WHO SHALL C REVIEW THEM AND FORWARD THEM TO THE BUILDING OFFICIAL WITH A NOTATION INDICATING THAT THE DEFERRED SUBMITTAL DOCUMENTS HAVE En BEEN REVIEWED AND THAT THEY HAVE BEEN FOUND TO BE IN GENERAL CONFORMANCE NTH THE DESIGN OF THE BUILDING, THE DEFERRED AND SUBMITTAL ITEMS SHALL NOT BE INSTALLED UNTIL THEIR DESIGN AND SUBMITTAL DOCUMENTS HAVE BEEN APPROVED BY THE BUILDING OFFICIAL. SPECIAL INSPECTIONS REQUIRED 0 0 i a C 0 v c i 4 NEW ANTENNA EXISTING ANTENNA ►'� GROUND ROD �■ GROUND BUS BAR 5 MECHANICAL GRND. CONN. • ■ CADVVELD c 0 0 u c 0 O r� oti r, G r.+ 0 LEGENDS O GRID REFERENCE X DETAIL REFERENCE X -X X ELEVATION REFERENCE X -X X SECTION REFERENCE X -X GROUND ACCESS WELL - CENTERLINE ELECTRIC BOX 5 0 PROPERTY /LEASE LINE u c 0 O r� oti r, G r.+ 0 LEGENDS O GRID REFERENCE X DETAIL REFERENCE X -X X ELEVATION REFERENCE X -X X SECTION REFERENCE X -X GROUND ACCESS WELL 3 20. THE CONTRACTOR SHALL PROVIDE ALL NECESSARY BACKING, BLOCKING, AND /OR SLEEVES REQUIRED FOR THE INSTALLATION OF FIXTURES, MECHANICAL EQUIPMENT, PLUMBING, HARDWARE, AND FINISH ITEMS TO INSURE A PROPER AND COMPLETE JOB. 21, THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING A PROJECT LEVEL, STRAIGHT, AND TRUE ACCORDING TO THE PLANS. THE CONTRACTOR SHALL COMPARE THE LINES AND LEVELS OF THE EXISTING CONDITIONS WITH THOSE SHOWN ON THE PLANS PRIOR TO THE START OF ANY CONSTRUCTION. PINNACLE DESIGN GROUP, INC. SHALL BE NOTIFIED OF ANY ERRORS, OMISSIONS, OR INCONSISTENCIES PRIOR TO ANY CONSTRUCTION, 22. THE CONTRACTOR IS TO PROVIDE PROTECTION FOR ADJOINING PROPERTIES FROM PHYSICAL HARM, NOISE, DUST, DIRT, AND FIRE AS REQUIRED BY THE GOVERNING AGENCIES, 23. WHERE SPECIFIED, MATERIALS TESTING SHALL BE TO THE LATEST STANDARDS AND /OR REVISIONS AVAILABLE AS REQUIRED BY THE GOVERNING AGENCY RESPONSIBLE FOR RECORDING THE RESULTS. 24. THE CONTRACTOR IS RESPONSIBLE FOR THE STORAGE OF ALL MATERIALS AND SHALL NOT DO SO ON PUBLIC PROPERTY WITHOUT A PERMIT TO DO SO FROM THE GOVERNING AGENCIES FOR THIS PURPOSE. 25. GENERAL NOTES AND STANDARD DETAILS ARE THE MINIMUM REQUIREMENTS TO BE USED IN CONDITIONS WHICH ARE NOT SPECIFICALLY SHOWN OTHERWISE. 28. TRADES INVOLVED IN THE PROJECT SHALL BE RESPONSIBLE FOR THEIR OWN CUTTING, FITTING, PATCHING, ETC., SO AS TO BE RECEIVED PROPERLY BY THE WORK OF OTHER TRADES. 27. ALL DEBRIS AND REFUSE IS TO BE REMOVED FROM THE PROJECT PREMISES AND SHALL BE LEFT IN A CLEAN (BROOM FINISH) CONDITION AT ALL TIMES BY EACH TRADE AS THEY PERFORM THEIR OWN PORTION OF THE WORK 28. PINNACLE DESIGN GROUP, INC. DOES NOT GUARANTEE ANY PRODUCTS, FIXTURES, AND /OR ANY EQUIPMENT NAMED BY A TRADE OR MANUFACTURER. GUARANTEE OR WARRANTY THAT MAY BE IN EFFECT IS DONE SO THROUGH THE COMPANY OR MANUFACTURER PROVIDING THE PRODUCT, FIXTURE, AND /OR EQUIPMENT ONLY: UNLESS SPECIFIC RESPONSIBILITY IS ALSO PROVIDED BY THE CONTRACTOR/SUBCONTRACTOR IN WRITTEN FORM. 29. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR AND SHALL REMEDY ALL FAULTY, INFERIOR AND /OR IMPROPER MATERIALS, DAMAGED GOODS, AND /OR FAULTY WORKMANSHIP FOR ONE (1) YEAR AFTER THE PROJECT IS COMPETE AND ACCEPTED UNDER THIS CONTRACT; UNLESS NOTED OTHERWISE IN THE CONTRACT BETWEEN THE OWNER AND THE CONTRACTOR. (EXCEPTION) THE ROOFING SUBCONTRACTOR SHALL FURNISH A MAINTENANCE AGREEMENT FOR ALL WORK DONE, COSIGNED BY THE GENERAL CONTRACTOR, TO MAINTAIN THE ROOFING IN A WATERTIGHT CONDITION FOR A PERIOD OF TWO (2) YEARS STARTING AFTER THE DATE OF SUBSTANTIAL COMPLETION OF THE PROJECT, UNLESS OTHERWI SE WRITTEN IN THE CONTRACT BETWEEN THE OWNER AND THE CONTRACTOR. 30. THE CONTRACTOR SHALL PROVIDE ADEQUATE PROTECTION FOR THE SAFETY OF THE OWNER'S EMPLOYEES, WORKMEN, AND ALL TIMES DURING THE CONSTRUCTION OF THE PROJECT. 31. THE CONTRACTOR SHALL BE REQUIRED TO PAY FOR ALL NECESSARY PERMITS AND /OR FEES WITH RESPECT TO THE WORK TO COMPLETE THE PROJECT. BUILDING PERMIT APPLICATIONS SHALL BE FILED BY THE OWNER OR HIS REPRESENTATIVE. CONTRACTOR SHALL OBTAIN PERMIT AND MAKE FINAL PAYMENT FOR SAID DOCUMENT. 2. THE ARCHITECT /ENGINEER IN CHARGE SHALL SIGN AND SEAL ALL DRAWINGS AND/OR SPECIFICATIONS. 33. FIRE EXTINGUISHER REQUIREMENTS SHALL BE VERIFIED WITH THE LOCAL FIRE MARSHALL. 34. PINNACLE DESIGN GROUP, INC. WILL REVIEW AND APPROVE SHOP DRAWINGS AND SAMPLES FOR CONFORMANCE WITH DESIGN CONCEPT. PINNACLE DESIGN GROUP, INC. PROJECT APPROVAL OF A SEPARATE ITEM SHALL NOT INCLUDE APPROVAL OF AN ASSEMBLY IN WHICH THE ITEM FUNCTIONS. 35. CONTRACTOR TO REPLACE AND /OR REROUTE ANY EXISTING UNDERGROUND UTILITIES ENCOUNTERED DURING TRENCHING AND GENERAL CONSTRUCTION. 38. CONTRACTOR TO LOCATE ALL UTILITIES PRIOR TO PLACEMENT OF MONOPOLE FOOTING AND OTHER STRUCTURES TO BE PLACED IN GROUND. SEE GENERAL NOTE #6 ON THIS SHEET. . SEE CIVIL DRAWI NGS FOR ADDITIONAL SITE INFORMATION. ' '"' •'• •• ^�• • • • GROUT OR PLASTER (E) BRICK ® (E) MASONRY CONCRETE EARTH 000000 GRAVEL ® PLYWOOD SAND ® WOOD CONTINUOUS F WOOD BLOCKING STEEL 38. ALL ANTENNAS MOUNTED ON ROOF SUPPORT FRAMES TO BE PROVIDED BY NEXTEL 18. BUILDING INSPECTORS AND /OR OTHER BUILDING OFFICIALS ARE TO BE NOTIFIED COMMUNICATIONS. PRIOR TO ANY GRADING, CONSTRUCTION, AND ANY OTHER PROJECT EFFORT AS 39. CONTRACTOR TO PROVIDE TRENCH AS REQUIRED TO INSTALL BOTH ELECTRICAL MANDATED BY THE GOVERNING AGENCY. AND TELEPHONE UNDERGROUND CONDUITS (TWO PVC) PER S.C.E. WORKORDER. 17. OWNER, CONTRACTOR, AND TETRATECH SHALL MEET JOINTLY TO VERIFY ALL BACKFILL WITH CLEAN SAND AND COMPACT TO THE SATISFACTION OF THE DRAWI NGS AND SPECIFICATIONS PRIOR TO THE START OF CONSTRUCTION. DISTRICTS INSPECTOR. REPLACE FINISH GRADE WITH MAT 18. THE PROJECT, WHEN COMPLETED, SHALL COMPLY WITH LOCAL SECURITY AND ENERGY CONSERVATION CODES. 19. NEW CONSTRUCTION ADDED TO EXISTING CONSTRUCTION SHALL MATCH IN FORM, TEXTURE, FINISH, AND IN MATERIALS EXCEPT AS NOTED IN THE PLANS AND SPECIFICATIONS. 1 GE NERAL NOTES (GRASS, ASPHALT, CONCRETE, ETC.) CHING MATERIALS 40. CONTRACTOR TO PROVIDE HEAVY STEEL PLATES AT OPEN TRENCHES FOR SAFETY AND TO PROTECT EXISTING GROUND SURFACES FROM HEAVY EQUIPMENT UTILIZED DURING CONSTRUCTION. 41. CONTRACTOR TO PATCH AND REPAIR ALL GROUND SURFACES WI THIN THE CONSTRUCTION AREA AS NECESSARY TO PROVIDE A UNIFORM SURFACE AND MAINTAIN EXISTING SURFACE DRAINAGE SLOPES. 42. CONTRACTOR TO REPLACE LANDSCAPE VEGETATION THAT WAS DAMAGED DUE TO CONSTRUCTION, AND TO MODIFY REMAINING IRRIGATION LINES TO OPERATING CONDITION, PROVIDING FULL COVERAGE TO IMPACTED AREAS, 2 IIIIIII�IIII111 IIIIIII VIII II . !. 1 I III IIIII�IIII11111 Inch 1/16 �J I b6 E6 Z6 ��, WO IIILIII I III I ILI IIIII _lllIIIIII I_I_l.la(_1111_.. ; I II J1 111111... IILLII111111L�Ii .II�I'II I11�I_II III1111 IIIIIII�'I II(IIIII�II _. Iilllll�lllll 1* TETRA TECH COMMUNICATION SERVICES 10545 WILLOWS RD NE, 0110 REDMOND, WA 98052 (425) 278.7427 (425) 497 -8029 fax AMUM 10545 WILLOWS ROAD NE 0100 REDMOND, WA 98052 PHONE: (425) 278 -7415 FAX: (425) 278 -7404 TUKWILA WA 0637 -C 15215 52ND AVE. SOUTH SEATTLE, WA 98188 KING COUNTY CURRENT ISSUE DATE: 3 -31 -05 ISSUED FOR: CO NSTRUCTION I drlGn Gro up. k,e ��• COI1• NERSXONE • NOIN! Q1�IN 0. , NC. 11201 NE 200th Strom Suit 200 wbodMhn., WA aeon PHONE: 42e.50e,0110 FAX 125.4e7.1734 EMAIL: muMon .00m f XTEL SITE NO: WA 0637 -C AWN BY: DR A CHECKED BY: JYS - F Q 1 -28-05 PRELIM CD �j 2.18.05 ISSUED FOR CONSTRUCTION Q 3-31 -0 - CENTERLINE ELECTRIC BOX 5 ISSUED FOR PROPERTY /LEASE LINE TELEPHONE BOX MATCH LINE LIGHT POLE WORK POINT END. MONUMENT - - GROUND CONDUCTOR SPOT ELEVATION T TELEPHONE CONDUIT E ELECTRICAL CONDUIT SET POINT A COAXIAL CABLE REVISION OM OVERHEAD SERVICE CONDUCTORS X CHAIN LINK FENCING 3 20. THE CONTRACTOR SHALL PROVIDE ALL NECESSARY BACKING, BLOCKING, AND /OR SLEEVES REQUIRED FOR THE INSTALLATION OF FIXTURES, MECHANICAL EQUIPMENT, PLUMBING, HARDWARE, AND FINISH ITEMS TO INSURE A PROPER AND COMPLETE JOB. 21, THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING A PROJECT LEVEL, STRAIGHT, AND TRUE ACCORDING TO THE PLANS. THE CONTRACTOR SHALL COMPARE THE LINES AND LEVELS OF THE EXISTING CONDITIONS WITH THOSE SHOWN ON THE PLANS PRIOR TO THE START OF ANY CONSTRUCTION. PINNACLE DESIGN GROUP, INC. SHALL BE NOTIFIED OF ANY ERRORS, OMISSIONS, OR INCONSISTENCIES PRIOR TO ANY CONSTRUCTION, 22. THE CONTRACTOR IS TO PROVIDE PROTECTION FOR ADJOINING PROPERTIES FROM PHYSICAL HARM, NOISE, DUST, DIRT, AND FIRE AS REQUIRED BY THE GOVERNING AGENCIES, 23. WHERE SPECIFIED, MATERIALS TESTING SHALL BE TO THE LATEST STANDARDS AND /OR REVISIONS AVAILABLE AS REQUIRED BY THE GOVERNING AGENCY RESPONSIBLE FOR RECORDING THE RESULTS. 24. THE CONTRACTOR IS RESPONSIBLE FOR THE STORAGE OF ALL MATERIALS AND SHALL NOT DO SO ON PUBLIC PROPERTY WITHOUT A PERMIT TO DO SO FROM THE GOVERNING AGENCIES FOR THIS PURPOSE. 25. GENERAL NOTES AND STANDARD DETAILS ARE THE MINIMUM REQUIREMENTS TO BE USED IN CONDITIONS WHICH ARE NOT SPECIFICALLY SHOWN OTHERWISE. 28. TRADES INVOLVED IN THE PROJECT SHALL BE RESPONSIBLE FOR THEIR OWN CUTTING, FITTING, PATCHING, ETC., SO AS TO BE RECEIVED PROPERLY BY THE WORK OF OTHER TRADES. 27. ALL DEBRIS AND REFUSE IS TO BE REMOVED FROM THE PROJECT PREMISES AND SHALL BE LEFT IN A CLEAN (BROOM FINISH) CONDITION AT ALL TIMES BY EACH TRADE AS THEY PERFORM THEIR OWN PORTION OF THE WORK 28. PINNACLE DESIGN GROUP, INC. DOES NOT GUARANTEE ANY PRODUCTS, FIXTURES, AND /OR ANY EQUIPMENT NAMED BY A TRADE OR MANUFACTURER. GUARANTEE OR WARRANTY THAT MAY BE IN EFFECT IS DONE SO THROUGH THE COMPANY OR MANUFACTURER PROVIDING THE PRODUCT, FIXTURE, AND /OR EQUIPMENT ONLY: UNLESS SPECIFIC RESPONSIBILITY IS ALSO PROVIDED BY THE CONTRACTOR/SUBCONTRACTOR IN WRITTEN FORM. 29. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR AND SHALL REMEDY ALL FAULTY, INFERIOR AND /OR IMPROPER MATERIALS, DAMAGED GOODS, AND /OR FAULTY WORKMANSHIP FOR ONE (1) YEAR AFTER THE PROJECT IS COMPETE AND ACCEPTED UNDER THIS CONTRACT; UNLESS NOTED OTHERWISE IN THE CONTRACT BETWEEN THE OWNER AND THE CONTRACTOR. (EXCEPTION) THE ROOFING SUBCONTRACTOR SHALL FURNISH A MAINTENANCE AGREEMENT FOR ALL WORK DONE, COSIGNED BY THE GENERAL CONTRACTOR, TO MAINTAIN THE ROOFING IN A WATERTIGHT CONDITION FOR A PERIOD OF TWO (2) YEARS STARTING AFTER THE DATE OF SUBSTANTIAL COMPLETION OF THE PROJECT, UNLESS OTHERWI SE WRITTEN IN THE CONTRACT BETWEEN THE OWNER AND THE CONTRACTOR. 30. THE CONTRACTOR SHALL PROVIDE ADEQUATE PROTECTION FOR THE SAFETY OF THE OWNER'S EMPLOYEES, WORKMEN, AND ALL TIMES DURING THE CONSTRUCTION OF THE PROJECT. 31. THE CONTRACTOR SHALL BE REQUIRED TO PAY FOR ALL NECESSARY PERMITS AND /OR FEES WITH RESPECT TO THE WORK TO COMPLETE THE PROJECT. BUILDING PERMIT APPLICATIONS SHALL BE FILED BY THE OWNER OR HIS REPRESENTATIVE. CONTRACTOR SHALL OBTAIN PERMIT AND MAKE FINAL PAYMENT FOR SAID DOCUMENT. 2. THE ARCHITECT /ENGINEER IN CHARGE SHALL SIGN AND SEAL ALL DRAWINGS AND/OR SPECIFICATIONS. 33. FIRE EXTINGUISHER REQUIREMENTS SHALL BE VERIFIED WITH THE LOCAL FIRE MARSHALL. 34. PINNACLE DESIGN GROUP, INC. WILL REVIEW AND APPROVE SHOP DRAWINGS AND SAMPLES FOR CONFORMANCE WITH DESIGN CONCEPT. PINNACLE DESIGN GROUP, INC. PROJECT APPROVAL OF A SEPARATE ITEM SHALL NOT INCLUDE APPROVAL OF AN ASSEMBLY IN WHICH THE ITEM FUNCTIONS. 35. CONTRACTOR TO REPLACE AND /OR REROUTE ANY EXISTING UNDERGROUND UTILITIES ENCOUNTERED DURING TRENCHING AND GENERAL CONSTRUCTION. 38. CONTRACTOR TO LOCATE ALL UTILITIES PRIOR TO PLACEMENT OF MONOPOLE FOOTING AND OTHER STRUCTURES TO BE PLACED IN GROUND. SEE GENERAL NOTE #6 ON THIS SHEET. . SEE CIVIL DRAWI NGS FOR ADDITIONAL SITE INFORMATION. ' '"' •'• •• ^�• • • • GROUT OR PLASTER (E) BRICK ® (E) MASONRY CONCRETE EARTH 000000 GRAVEL ® PLYWOOD SAND ® WOOD CONTINUOUS F WOOD BLOCKING STEEL 38. ALL ANTENNAS MOUNTED ON ROOF SUPPORT FRAMES TO BE PROVIDED BY NEXTEL 18. BUILDING INSPECTORS AND /OR OTHER BUILDING OFFICIALS ARE TO BE NOTIFIED COMMUNICATIONS. PRIOR TO ANY GRADING, CONSTRUCTION, AND ANY OTHER PROJECT EFFORT AS 39. CONTRACTOR TO PROVIDE TRENCH AS REQUIRED TO INSTALL BOTH ELECTRICAL MANDATED BY THE GOVERNING AGENCY. AND TELEPHONE UNDERGROUND CONDUITS (TWO PVC) PER S.C.E. WORKORDER. 17. OWNER, CONTRACTOR, AND TETRATECH SHALL MEET JOINTLY TO VERIFY ALL BACKFILL WITH CLEAN SAND AND COMPACT TO THE SATISFACTION OF THE DRAWI NGS AND SPECIFICATIONS PRIOR TO THE START OF CONSTRUCTION. DISTRICTS INSPECTOR. REPLACE FINISH GRADE WITH MAT 18. THE PROJECT, WHEN COMPLETED, SHALL COMPLY WITH LOCAL SECURITY AND ENERGY CONSERVATION CODES. 19. NEW CONSTRUCTION ADDED TO EXISTING CONSTRUCTION SHALL MATCH IN FORM, TEXTURE, FINISH, AND IN MATERIALS EXCEPT AS NOTED IN THE PLANS AND SPECIFICATIONS. 1 GE NERAL NOTES (GRASS, ASPHALT, CONCRETE, ETC.) CHING MATERIALS 40. CONTRACTOR TO PROVIDE HEAVY STEEL PLATES AT OPEN TRENCHES FOR SAFETY AND TO PROTECT EXISTING GROUND SURFACES FROM HEAVY EQUIPMENT UTILIZED DURING CONSTRUCTION. 41. CONTRACTOR TO PATCH AND REPAIR ALL GROUND SURFACES WI THIN THE CONSTRUCTION AREA AS NECESSARY TO PROVIDE A UNIFORM SURFACE AND MAINTAIN EXISTING SURFACE DRAINAGE SLOPES. 42. CONTRACTOR TO REPLACE LANDSCAPE VEGETATION THAT WAS DAMAGED DUE TO CONSTRUCTION, AND TO MODIFY REMAINING IRRIGATION LINES TO OPERATING CONDITION, PROVIDING FULL COVERAGE TO IMPACTED AREAS, 2 IIIIIII�IIII111 IIIIIII VIII II . !. 1 I III IIIII�IIII11111 Inch 1/16 �J I b6 E6 Z6 ��, WO IIILIII I III I ILI IIIII _lllIIIIII I_I_l.la(_1111_.. ; I II J1 111111... IILLII111111L�Ii .II�I'II I11�I_II III1111 IIIIIII�'I II(IIIII�II _. Iilllll�lllll 1* TETRA TECH COMMUNICATION SERVICES 10545 WILLOWS RD NE, 0110 REDMOND, WA 98052 (425) 278.7427 (425) 497 -8029 fax AMUM 10545 WILLOWS ROAD NE 0100 REDMOND, WA 98052 PHONE: (425) 278 -7415 FAX: (425) 278 -7404 TUKWILA WA 0637 -C 15215 52ND AVE. SOUTH SEATTLE, WA 98188 KING COUNTY CURRENT ISSUE DATE: 3 -31 -05 ISSUED FOR: CO NSTRUCTION I drlGn Gro up. k,e ��• COI1• NERSXONE • NOIN! Q1�IN 0. , NC. 11201 NE 200th Strom Suit 200 wbodMhn., WA aeon PHONE: 42e.50e,0110 FAX 125.4e7.1734 EMAIL: muMon .00m f XTEL SITE NO: WA 0637 -C AWN BY: DR A CHECKED BY: JYS - F Q 1 -28-05 PRELIM CD �j 2.18.05 ISSUED FOR CONSTRUCTION Q 3-31 -0 GENERAL NOTES, LEGENDS &SPECIAL INSPECTIONS ---q T -2 5 ISSUED FOR PERMIT GENERAL NOTES, LEGENDS &SPECIAL INSPECTIONS ---q T -2 pr 1. (INSERT ITEMS:) (S INSERT AMOUNT OR DELETE LINE ITEM) 1. APPROVED PRINTS SO MARKED WILL AUTHORIZE PROCEEDING WITH FABRICATIONS GENERAL REQUIREMETS H. UNIT COST ALLOWANCES: THE FOLLOWING ITEMS WILL E SELECTED AT A LATER 2. APPROVED AS NOTED: PRINTS 80 MARKED WILL AUTHORIZE PROCEEDING WITH SEC. 01100 - &1MMA8 LY DATE AND UNIT COSTS BELOW ARE FOR MATERIALS ONLY. INSTALLATION AND ALL OTHER FABRICATIONAND INSTALLATION ON AFTER THE NECESSARY CORRECTIONS TO PART 3 • EXEC OD UTION • NOT APPLICABLE TO THIS SECTION PART 1 - GENERAL COSTS ARE TO BE INCLUDED IN THE BASE BID. REFER TO THE DRAWINGS TO DETERMINE QUANTITIES REQUIRED, MULTIPLY BY UNIT COST BELOW, AND INCLUDE TOTAL WITHIN DOCUMENTATION HAVE BEEN COMPLETED, BASE BID. 3. NOT AP 1.D1 •SUMMARY PROVED: PRINTS 80 MARKED WILL REQUIRE CORRECTIONS TO E MADE TO THE DOCUMENTATION AND RESU13MITTAL FOR APPROVAL, THE TIME REQUIRED FOR SECTION 01700 •EXECUTION REQUIREMENTS TETRA TECH REDMOND, WA 98052 ELECTRICAL A. PROJECT SUMMARY. PROVIDE AN OPERATING ON-AIR WIRELESS SITE AS APPLICABLE: 1. (INSERT ITEMS:) (S INSERT AMOUNT OR DELETE LINE ITEM) H AN EXTENSION MAY E GRAN ED BY TH aEXT66REPRE EFII� f J COMMUNICATION DIME,- - PART 1 - GENERAL: SERVICES I. RAW LAND LOCATION: TOWER AND NEXTEL PROVIDED ENCLOSURE. 1 ALTERNATES REQUESTED, IF THE SCHEDULE PERMITS, D �b � -��R 01- SUMMARY 10545 WILLOWS RD NE, k110 2. CO- LOCATION: INSTALLATION ON EXISTING TOWER AND NEXTEL PROVIDED ENCLOSURE. A. PROVIDE TOTAL PRICE FOR EACH ALTERNATE IN BID FORM. INCLUDE COST OF PART 2 -PRODUCTS NOT APPLICABLE TO THIS SECTION 1 \��_������ "'-' ((�"'` 3. WATER TANK LOCATION; INSTALLATION ON WATER TANK AND NEXTEL PROVIDED MODIFICATIONS TO OTHER WORK TO ACCOMMODATE ALTERNATE. INCLUDE RELATED PART 3 - EXECUTION . NOT APPLICABLE TO THIS SECTION!•l�� ��„��1 �!. SITE READY FOR FIXED NETWORK (FIE) NEXTEL HAS DEFINEC'31TE READY FOR FIE WA 98052 ENCLOSURE COSTS SUCH A8 OVERHEAD AND PROFIT. � `ar1� jl � AS FOLLOWS: (425) REDMOND, D, 27 8 -7 427 �• ROOFTOP EQUIPMENT LO CATION : ROOFTOP INSTALLATION WITH LIGHTWEIGHT SHELTER AND B. NEXTEL WILL DETERMINE WHICH ALTERNATES ARE SELECTED FOR INCLUSION IN THE SECTION 01400 •QUALITY REQUIREIWIENTg 1,�1� J Il.a I. EQUIPMENT ROOM IS SUBSTANTIALLY COMPLETE WITH ALL STRUCTURAL, ARCHITECTURAL (425) 497 -8029 fax EQUIPMENT LOCATED ON ROOF, CONTRACT. 5. BUILDING TENANT IMPROVEMENT LOCATION: EQUIPMENT LOCATED WITHIN EXISTING PART 1 -GENERAL a ' , MECHANICAL AND GROUND SYSTEMS TESTED AND FUNCTIONAL. BUILDING WITH ROOFTOP MOUNTED EQUIPMENTS. BED BRIEFLY IN THIS SECTION, THE CONTRACT DOCUMENTS DEFINE 1.01 • QUALITY CONTROL t5 2• EQUIPMENT ROOM 18 CLEAR OF DEBRIS AND CLEAN. C. ALTERNATE ARE DESCRIBED THE REQUIREMENTS FOR ALTERNATES. 3. ANTENNA SYSTEM IS INSTALLED AND SWEEP TESTED. B. PARTICULAR PROJECT REQUIREMENTS: A. MONITOR QUALITY CONTROL OVER SUPPLIERS, MANUFAC RERB, PRODUCTS S V S 4• FINAL JURISDICTIONAL I MUNICIPAL INSPECTIONS ARE COMPLETED. D. COORDINATE ALTERNATES WITH RELATED WORK TO ENSURE THAT WORK AFFECTED BY SITE CONDITIONS, AND WORKMANSHIP, TO PRODUCE RK OF SPECIFI�q G1 1TY 4 �� Q 5 S. IN POWER ACTIVATED. ISTING SITE CONDITIONS AND RESTRICTIONS: COMPLY WITH SITE RESTRICTIONS EACH SELECTED ALTERNATE IS PROPERLY ACCOMPLISHED. B. COMPLY WITH SPECIFIED STANDARDS A3 MINIMUM QUALI FOR THE WORK EXCEPT B. INTERCONNECTED (T1) ORDURE AND CELL SITE IS CATI TEL CO READY; WRTH CONDUIT REQUIRED By LANDLORD AND AND AUTHORITIES HAVING JURISDICTION. AND PULL STRING FROM MAIN TELCO DEMARCATION POINT TO NEXTEL EQUIPMENT 10545 WILLOWS ROAD NE N100 2. GEO7ECHNCAL REPORT ON RAW LAND SITES: SITE SPECIFIC GEOTECHNICAL REPORT OVERHEAD AND PROFIT. WHERE MORE STRINGENT TOLERANCES, CODES, ORS EDIFIED REQUIREMENTS INDICATE ROOM COMPLETED. AVAILABLE FROM NEXTEL THE CELL SITE IS NOW READY FOR THE DELIVERY OF ENCHANCED BASE TRANSCEIVER PHONE: (425) 278 -7415 E. LIST OF ALTERNATES: HIGHER STANDARDS OR MORE PRECISE WORKMANSHI . EQUIPMENT (EBTS). C. NEXTEL -FURNISHED, CONTRACTOR-INSTALLED EQUIPMENT: I. ((ADO ALTERNATES.)) B. THE FOLLOWING ARE PREREQUISITES TO SUBSTANTIAL COMPLETION. PROVIDE THE FAX, (425) 278.7404 G 1. SHELTER, DELIVERED TO SITE FOR CONTRACTOR UNLOADING AND INSTALLATION, 2 • ((DEDUCT ALTERNATES.)) C. TESTING: NEXTEL WILL ARRANGE AND PAY FOR CONCRETE ESTING AND COMPAl�p(� -- -•• '- - " FOLLOWING: Z, 2. TOWER, DELIVERED TO SITE FOR CONTRACTOR UNLOADING AND INSTALLATION. 3. ((COST COMPARI90N ALTERNATE .CHANGE OF SYSTEMS.)) TESTS FOR FOUNDATIONS. ALTERNATIVELY, NEXTEL MA DRfiC,T�ME O Cp(!tA �An T 3. ANTENNA SYSTEM: INCLUDING ANTENNAS (, OMNI, GPS, MICROWAVES PART 2 PROOLCT3 -NOT APPLICABLE TO THI6 SECTION ARRANGE AND PAD FOR CONCRETE TES AND COM CTION TES � N T - , �* �' EQUIPMENT ROOM IS SUBSTANTIALLY COMPLETE WITH ALL STRUCTURAL ARCHITECTURAL T U ^rY'� <1 CCVIXIAL CAGE, 5' JUMPERS, CONNECTORS, GROUNDING KITS FOR ALL COAXIAL CABLE, PART 3 - EXECUTION •NOT APPLICABLE TO THIS SECTION TO BE PERFORMED BY AN INDEPENDENT TESTING LAB ATORY AC P• � 2 EQUIPMENT ROOM ELECTRICAL CLEAR of DEBRIS ANp CLEAN BYSTEMB TESTED AND FUNCTIONAL WA 0637 -C �p HOISTING GRIPS HE CONTRACTOR , CONNECTORSISPLICE WEATHERPROOFING KIT, CABLE 80073. T SHALL ENGAQE AND PAY FOR AN IND PENDEN B C T�14CX T CS ACCEPTABLE TO NEXTEL TO PERFORM GROUNDINGTES S. 8 $ ucrlTR L ITCl -f � 4. "FINAL JURgSDICTI p INSPECTIONS ARE COMPLETED. n �. SURGE PROTECTION KIT; INCLUDING REQUIRED SURGE PROTECTION FOR MAIN ANTE NNA SECTION 013M - ADM ISTRAiIyE REQUIREMENTS 15215 52ND AVE. SOUTH Q LINES SSE ANTENNA LINES ANp ALUMINUM SURGE SUPPRESSION (TRAPEZE) RACK. TESTING INCLUDING WELDING, STRUCTURAL STEEL, RE R S LgR.l7 MS. S. AC POWER ACTIVATED. S. GENERATOR ASSEMBLY. PART 1 _ �p,E B. INTERCONNECTED (T7) ORDERED AND CELL S1TE 18 TELCO READY WITH CONDUrr SEATTLE, WA 98188 X BROOM, BRACKET, 10 ER CARBON 2. NOTIFY THE NEXTEL REPRESENTATIVE IN WRITING OF TESTS OR INSPECTIONS WHICH KING COUNTY 1. DISTRIBUTE TEST REPORTS PROMPTLY, AND PULL STRING FROM MAIN TELCO DEMARCATION POINT TO NEXTEL EQUIPMENT 18• 1 .01 - SUMMARY ROOM COMPLETED. 6. SITE COMPLETION KIT; INCLUDING FIRE E DIOXIDE FIRE EXTINGUISHER, ANGLE BROOM, METAL D COUNTER DUSTER, 18• WALL INDICATE WORK IS NOT IN COMPLIANCE WITH THE REQUIREMENTS OF THE CONTRACT 7 • THE CELL SITE IS NOW READY FOR THE DELIVERY OF ENCHANCED BASE TRANSCEIVER RACK (HOLDS ANGLE BROOM AND DUSTER), METAL DUST PAN, EYE WASH STATION 1 (70 BE INSTALLED NEAR BATTERY PLANT), BULK FIRST AID KIT -8M; E FOOT A, SUBMIT A SITE 8pECIFIC SCHEDULE pF VALUES WITH THE BID DOCUMENTS DOCUMENTS OR AUTHORITIES HAVING JURISDICTION EQUIPMENT (TESTS) RUBBER DOOR MAT, WASTE BASKET, . S. SUBMIT A CONSTRUCTION SCHEDULE WITH THE BID DOCUMENTS, BAR -CHART TYPE, 3. IN THE EVENT TESTING INDICATES UNSATISFACTORY RESULTS, WORK SHALL BE C. PROVIDE THE FOLLOWING DURING PROJECT CLOSEOUT: CURRENT ISSUE DATE: � STEPLADDER, CORRECTED AND CONTRACTOR SHALL BEAR THE EXPENSE OF RETESTING D. REQUIREMENTS FOR NXTEL- FURNISHED EQUIPMENT: UPDATED AS REQUESTED. THE CONSTRUCTION SCHEDULE SHALL COORDINATE WITH THE D. EXISTING CONDITIONS: PRIOR TO START OF WORK, THE CONTRACTOR SHALL VIDEOTAPE O RU88ER GLOVES, SAFETY GLASSES 1. SUBMISSION F RECORD N DOCUMENT 3-31 X05 PROJECT SCHEDULE OF VALUER, CREATING A SITE-SPECIFIC PROJECT SCHEDULE LISTED EXISTING CONDITIONS INCLUDING ACCESS ROADS AND WORK ADJACENT TO WORK AREAS 2. SUBMISSION OF MAINTENANCE MANUALS, t� 1. EQUIPMENT STORED AT A NEXTEL FACILITY: THE CONTRACTOR IS RESPONSIBLE FOR OUT BY INDIVIDUAL TASK 3. TRAINING AND TURNOVER TO NEXTEL'S PERSONNEL `r PICK -UP AND DELIVERY TO THE SITE OF ALL NEXTEL -FURNISHED MATERIALS. NOTIFY C. PREPARE A SUBMITTAL SCHEDULE; COORDINATE WITH PROGRESS SCHEDULE, INCLUDE �. FINAL CLEANING AND TOUCH -Up. ISSUED FOR: THE CONTRACTOR SHALL BE RESPONSIBLE FOR INVENTORYING ALL OF THE PULL TAO TO DOCUMENT EXISTING CONDITIONS. SUBMIT LABELED AND DATED VIDEOTAPE TO NXEL 5. REMOVAL OF TEMPORARY A MINIMUM R 72 HOURS kJ ADVANCE OF REQUESTED PICK-UP TIME. REPRESENTATIVE PROMPTLY. RY FA DATES WHEN NEXTEL - FURNISHED ITEMS ARE REQUIRED. U CTI O N C O N STR ITEMS BEFORE LEAVING THE WAREHOUSE. ALL UNUSED EQUIPMENT AND RY SHEET. D. SUBMIT A SCHEDULE OF REQUIRED TESTS INCLUDING PAYMENT AND RESPONSIBILITY. 1.02 •TOLERANCES D. PROVIDE THE FOLLOWING PREREQUISITES TO FINAL ACCEPTANCE: Q) SHALL BE RETURNED TO THE APPLICABLE WAREHOUSE NTH AN INVENTORY SHEET. 2. EQUIPMENT SHIPPED BY NEXTEL TO THE SITE: NEXTEL PROVIDED MATERIALS SHIPPED 1. FINAL PAYMENT REQUEST WITH SUPPORTINCiAFFIDAVITS. E. PROVIDE ADMINISTRATIVE REQUIREMENTS FOR THE PROPER COORDINATION AND COMPLETION A. MONITOR FABRICATOR AND INSTALLATION TOLERANCE CONTROL OF PRODUCTS ACCEPTABLE DESIGN TEAM: D IRECTLY TO THE CONTRACTOR'S LOCATION SHALL BE INVENTORIED S THE WORK. DO NOT PERMIT TOLERANCES TO ACCUMULATE. COMPLY WITH MANUFACTURER' 2 ' COMPLETED PUNCH LIST. CONTRACTOR WITHIN 24 HOURS OF RECEIPT FROM NEXTEL. ANY DISCREPANCIES SHALL OF WORK INCLUDING THE FOLLOWING ITEMS. TOLERANCES. Ln w BE REPORTED TO NEXTEL IN WRITING IMMEDIATELY. I. SUPERVISORY PERSONNEL PART 2 - PRODUCTS - NOT APPLICABLE TO THIS SECTION r 200 Str E. PERMITS AND FEES: NEXTEL WILL APPLY FOR THE BUILDING PERMIT. THE CONTRACTOR 3. PROJECT EET N D C DISTRIBUTE MINUTES. 1.03 - REFERENCES � SHALL PAY FOR THE BUILDING PERMIT AND APPLY, PAY FOR AND OBTAIN ALL OTHER PART 3 - EXECUTION -NOT APPLICABLE TO THIS SECTION - I 3 RELATED PERMITS REQUIRED BY THE LOCAL MUNICIPALITY. THE CONTRACTOR SHALL PAY A. FOR PRODUCTS OR WORKMANSHIP SPECIFIED BY ASSOCIATION, TRADE, OR OTHER F. POST BUILDING PERMIT AND MAINTAIN A COPY OF THE DRAWINGS AND SPECIFICATIONS MORE RIGID REQUIREMEP TS ARE SPECIFIED OR ARE REQUIRED BY APPLICABLE CODES. SECTION 01730 - CUTTINC3 auD PATCHING '~`°" Q/O1P' we 1 CONSENSUS STANDARDS COMPLY WITH REQUIREMENTS OF THE STANDARD, EXCEPT WHEN FOR UTILITY COMPANY REQUIRED BY THE REQUIRED CI PERFORM THE WORK. NEXTEL WILL AT THE SITE. PROVIDE EVIDENCE OF FAA APPROVAL; CONFIRM IN WRITING PRIOR TO ERECTION OF 1.01 -SUMMARY. TOWER AS APPLICABLE. G. SUBMIT AND POST A LIST OF EMERGENCY TELEPHONE NUMBERS AND ADDRESS FOR 1.04 -MANUFACTURERS' FIELD SERVICES _ 00 I G. DIMENSI SUPERVISORY PERSONNEL WORKING AT THE 817E AND INDIVIDUALS TO BE CONTACTED A• PROVIDE CUTTING AND PATCHING WORK TO PROPERLY COMPLETE THE WORK OF THE ` - O I "' K ° � �° ' B "� c F. CODES: COMPLY WITH APPLICABLE CODES AND REGULATIONS OF AUTHORITIES HAVING IN CASE OF EMERGENCY. A. i�j JURISDICTION. SUBMIT COPIES OF INSPECTION REPORTS, NOTICES AND SIMILAR WHEN SPECIFIED IN INDIVIDUAL SPECIFICATION SECTIONS, REQUIRE MATERIAL OR PRODUCT PROJECT, COMPLYING WITH PROJECT REQUIREMENT FOR: u') COMMUNICATIONS TO THE NEXTEL REPRESENTATIVE. H. SUBMIT RECORD DRAWINGS AND SPECIFCATCNB; TO BE MAINTAINED AND ANNOTED BY SUPPLIERS OR MANUFACTURERS TO PROVIDE QUALIFIED STAFF PERSONNEL TO PERFORM THE FOLLOWING A8 APPLICABLE, AND TO INITIATE INSTRUCTIONS WHEN NECESSARY. 1. CORING N SLABS AND DECKS FOR UTILITIES. 14201 NE 20011, rrK Su t CONTRACTOR A8 WORK PROGRESSES. 2. ROOF PENETRATIONS IF REQUIRED; DO NOT VOID EXISTING WARRANTIES. RI A VERIFY DIM RING INDICATED S. DRAWINGS WITH FIELD DIMENS IONS BEFORE I. CLEAN AND PROTECT THE WORK DAILY. 3. STRUCTURAL WORK Wbodir v". WA gem a FABRICATION OR ORDERING OF MATERIALS. DO NOT SCALE DRAWINGS, 1, OBSERVE SITE CONDITIONS. 4. MECHANICAL/ELECTRICAL SYSTEMS. PHONE: 425.605.0110 FAX 425 INSTALLATION, S. VISUAL REQUIREMENTS, INCLUDING DETAILING AND TO 2. CONDITIONS OF SURFACE AND TOLERANCES. H. EXISTING CONDITIONS; NOTIFY THE NEXTEL REPRESENTATIVE OF EXISTING CONDITIONS J• SUBMIT DAILY AND SPECIAL REPORTS A8 REQUIRED. 3. QUALITY OF VWURKMAACE S. OPERATIONAL AND SAFETY LIMITATIONS, EMAIL: mum ownapr�,r 4 Com DIFFERING FROM THOSE INDICATED ON THE DRAWINGS. DO NOT REMOVE OR ALTER K SUBMIT PAYMENT REQUEST PROCEDURES. 4• START-UP OF EQUIPMENT. 7. FIRE RESISTANCE RATINGS. STRUCTURAL COMPONENTS WITHOUT PRIOR WRITTEN APPROVAL FROM THE DESIGN 5. TEST, ADJUST AND BALANCE OF EQUIPMENT. B. INSPECTION, PREPARATION, AND PERFORMANCE, z L. PROVIDE A MINIMUM OF 45 HOURS NOTICE TO THE N ENGINEER IN RECORD. REPRESENTATIVE FOR M 1.05 • CONTRACTOR'S QUALITY CONTROL MEETINGS a. INBPECT CLEANING. NEXTEL SITE NO: � INSPECTIONS. NOTIFICATION SHALL BE IN WRITING. I. COORDINATI AND INSP A. PERFORM QUALITY CONTROL DURING INSTALLATION. B EXISTING UTILITIES TES PRIOR TO CUTT OR EBAR) CANNOT BE VERIFIED, OR IF REQU OF IRED WA 0637 -C 1. COORDINATE THE WORK OF ALL TRADES. PART 2 - PRODUCTS - NOT APPLICABLE TO THIS SECTION a, PART 3 - XECUTKN4 - NOT APPLICABLE TO THIS SECTION PART 2 - PRODUCTS • NOT APPLICABLE TO THIS SECTION , BY MUNICIPAL INSPECTORS BUILDING OWNER OR STRUCTURAL ENGINEER OF RECORD. al 2. VERIFY LOCATION OF UTILITIES AND EXISTING CONDITIONS, DRAWN B Y: DRA C J, INSTALLATION REQUIREMENTS GENERAL NERAL• 3ECTWN 01330 - $Ug��mA, p S PART 3 - EXECUT - NOT APPLICABLE TO THIS SECTION C. DO NOT CUT AND PATCH IN A MANNER THAT WOULD RESULT IN A FAILURE OF THE WORK CHECKED : TO PERFORM AS INTENDED, DECREASE ENERGY PERFORMANCE, INCREASE MAINTENANCE, JYS w 1. INSPECT SUBSTRATES AND REPORT UNSATISFACTORY CONDITIONS IN WRITING. PART 1- GENERAL: SSE 'CT)ON 015 •T EMPORARY FACILMES AND CONTROLS C I V `' �� DECREASE OPERATIONAL LIFE, OR DECREASE SAFETY PERFORMANCE. 2. DO NOT PROCEED UNTIL UNSATISFACTORY CONDITION HAVE CORRECTED. 1.01 - SUMMARY c 3. TAKE FIELD MEASUREMENTS PRIOR TO FABRICATION WHERE PRACTICAL. PROVIDE PART 1 - GENERAL R E C EIVED PART 2 - PRODUCTS LICENSURE: p INSERTS AND TEMPLATES AS NEEDED FOR WORK OF OTHER TRADES. A PROVIDE TYPES OF SUBMITTALS LIKED IN INDIVIDUAL SECTIONS AND NUMBER OF COPIES 1.01 -SUMMARY CITY OF TU KW i LA 2.01 - MATERIALS 4. INSTALL MATERIALS IN EXACT ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS REQUIRED BELOW. AND APPROVED SUBMITTALS. �� W. 0 6. INSTALL MATERIALS IN PROPER RELATION WITH ADJACENT CONSTRUCTION ANp 1. SHOP DRAWINGS, REVIEWED AND ANNOTATED BY THE CONTRACTOR: ONE A. PROVIDE TEMPORARY SERVICES AND UTILITIES, INCLUDING UTILITY COSj$(� �/ ' 1 y ;'7 A. MATCH EXISTING MATERIALS FOR CUTTING AND PATCHING WORK WITH NEW MATERIALS �� OFs y F WITH PROPER APPEARANCE. �.� �i � `tt l l! lJ CONFORMING TO PROJECT REQUIREMENTS. (u REQUIREMENTS AND TOLERANCES SPECIFIED 0 6. RESTORE UNITE DAMAGED DURING INSTALLATION. REPLACE UNITS WHICH CANNOT BE TT DATA. 2 COPT AND TWO BLACKIINE PRINTS. 1. LIGHTING AND POWER. U RESTORED AT NO ADDITIONAL EXPENSE TO NEXTEL WITH EQUAL OR BETTER UNITS. 2 • PRODUCT DTA 2 COPIES. 2. TELEPHONE, Q UNDER INDIVIDUAL SPEC PART 3 - EXECUTION 7. REFER TO ADDITIONAL INSTALLATION 3 SAMPLES: INISH AND TEXTURE TO E S REQUIRED TO INDICATE RANGE OF COLOR, 4. PORTABLE LS TOILET FACILITIES. G SPECIFICATION SECTIONS. 4. INSPECTION AND TEST REPORTS: 2 COPIES. 5. CLEANING, TRASH REMOVAL AND LEGAL DISPOSAL OF MATERIAL L.RIV t �T CEN 3.01 - INSTALLATION S. p 6. WARRANTIES: 2 COPIES K. DEFMIITIONS: 7 . OPERATIONS AND MAINTENANCE MANUALS: 2 COPIES. A. INSPECT CONDITIONS PRIOR TO WORK TO IDENTIFY SCOPE AND TYPE OF WOK REQUIRED. �� 32 04 1. PROVIDE; FURNISHED AND INSTALL, COMPLETE WITH ALL NECESSARY ACCESSORIES, 7 • CLOSEOUT SUBMITTALS; 2 COPIES. B. PROVIDE CONSTRUCTION FACILITIES, INCLUDING UTILITY COSTS: PROTECT ADJACENT WORK. NOTIFY NEXTEL'S REPRESENTATIVE OF WORK REQUIRING �roANL ENG 3 �i READY FOR INTENDED USE PAY FOR ALL RELATED COSTS. INTERRUPTION TO BUILDING SERVICES OR NEXTEL OPERATIONS, 0 2. APPROVED: ACCEPTANCE OF ITEM SUBMITTED FOR APPROVAL. NOT A LIMITATION OR B' COMPLY WITH PROJECT FORMAT FOR SUBMITT 1. CONSTRUCTION EQUIPMENT. B. PERFORM WORK WITH WORKMEN SKILLED IN THE TRADES INVOLVED. PREPARE SAMPLE F EXPIRES 02/15= REQUIRE FOR COMPLIANCE WITH THE CONTRACT DOCUMENTS OR REGULATORY C. COMPLY WITH SUBMITTAL PROCEDURES ESTABLISHED By NEXTEL INCLUDING THE DESIGN 4. HEATING AND LIGHTING AREA OF EACH OF WORK FOR APPROVAL a REQUIREMENTS. 3. HEATING AND 3. MATCH EXISTING: MATCH EXISTING AS ACCEPTABLE TO THE NEXTEL REPRESENTATIVE. IF ORE ORIGINAL, S L'8 SUBMITTAL AND SHOP DRIVING STAMP, PROVIDE N O AP P R APPROVED COPIES 5. ACCE88 ROADS, c C. CUTTING: USE CUTTING TOOLS, NOT CHOPPING TOOLS MAKE NEAT HOLES. MINIMIZE DAMAGE I IF ORIGINAL SUBMITTALS ARE NOT APPROVED. PROVIDE DISTRIBUTION OF APPROVED COPIES TO ADJACENT WORK INSPECT FOR CONCEALED UTILITIES AND STRUCTURE BEFORE CUTTING L. INTENT: DRAWINGS AND SPECIFICATIONS ARE INTENDED TO PROVIDE THE BASIS FOR INCLUDING MODIFICATIONS AFTER SUBMITTALS HAVE BEEN APPROVED, O PROPER COMPLETION OF THE WORK SUITABLE FOR THE INTENDED USE OF NEXTEL 0' C. PROVIDE SECURITY AND PROTECTION REQUIREMENTS: D. PATCHING: MAKE PATCHES, SEAMS, AND JOINTS DURABLE AND INCONSPICU ous. COMPLY Q 1 1-28-05 ER PERFORMANCE OF THE PROJECT SHALL BE INCLUDED. PRELIM CD ANYTHING NOT EXPRESSLY SET FORTH BUT WHICH IS REASONABLE IMPLIED OR SAMPLES ANp SHOP DRAWINGS SHALL BE PREPARED SPECIFICALLY FOR THE PROJECT. TOLERANCES FOR NEW WORK SHOP DRAWINGS SHALL INCLUDE DIMENSIONS AND DETAILS, INCLUDING ADJACENT 1. FIRE EXTINGUISHERS. E. CLEAN WORK AREA AND AREAS AFFECTED BY CUTTING AND PATCHING OPERATIONS. NECESSARY FOR PROP CONSTRUCTION AND RELATED WORK. NOTE SPECIAL COORDINATION REQUIRED. NOTE ANY ISSUED FOR DEVIATIONS FROM REQUIREMENTS OF THE CONTRACT DOCUMENTS. 3. BUILDING ENCLOSURE AND LOCK-Up. BARRICADES, WARNING SIGNS, AND LK3HT3. Q 2 -18-05 rj M. WRITING STYLE; BPECIFICATIONB ARE GENERALLY WRITTEN IN THE IMPERATIVE MODE. CONSTRUCTION EXCEPT WHERE SPECIFICALLY INTENDED OTHERWISE, THE SUBJECT A ALL IMPERATIVE E. PROVIDE WARRANTIES AS SPECIFIED; WARRANTIES SHALL NOT LIMIT LENGTH OF TIME FOR 4. ENVIRONMENTAL PROTECTION, SITE CONSTRUCTION STATEMENTS IS THE CONTRACTOR. FOR EXAMPLE, 'PROVIDE FENCING MEANS THE REMEDY OF DAMAGED NEXTEL MAY HAVE LEGAL STATUE. WARRANTIES SHALL BE SIGNED 5. SNOW AND CE R MR D CONSTRUCTION, OVAL F APPLICABLE. ISSUED FOR 4A CONTRACTOR SHALL PROVIDE FENCING' SECTION CONTRACTOR, SUPPLIER OR INSTALLER RESPONSIBLE FOR PERFORMANCE OF WAR SECTION $ITE CLEARING 3-3-31-05 PERMIT v c PART 2 - PRODUCTS NOT APPLICABLE TO THIS SECT 1.02 - PROJECT PHOTOGRAPHS RANTY D. REMOVE TEMPORARY FACILITIES WHEN NO LONGER REQUIRED AND AS ACCEPTABLE TO 1.01 -SUMMARY PART 3 - EXECUTION _ NOT APPLICABLE TO THIS SECTION A. SUBMIT DIGITAL PHOTOGRAPHS OF COMPLETED SITE ON 3 12 INCH FLOPPY DISKETTE THE NXTEL REPRESENTATIVE. A. PROVIDE SITE CLEARING OPERATIONS. OR C OMP ACT N AND DESCRIPTION ANp RRAPHI INCLU L A M MINIMUM THE FLED WITH PART PART 2 - PRODUCTS - NOT APPLICABLE TO THIS SECTION 1.02 - SUBMITTALS SECTION 01200 -PRICE AM PAYMENT PROCEDURE$ AS APPLICABLE: PART 3 - EXECUTION .NOT APPLICABLE TO THIS SECTION PART 1 - GENERAL: A CLEARING PLAN: SUBMIT LIST OF PROPOSED OPERATIONS, AND IDENTIFY SITE 1. SHELTER AND TOWER OVERVIEW SECTION 01000 - PRO 3. COAX CABLE ENTRY. PART 1 - DUCT REQUIREMENTS IMPROVEMENTS AND FEATURES TO REMAIN. INCLUDE PROPOSED LOCATION FOR STOCKPILES. y 1.01 - ALLOWANCES 2. BUILDINGIW TS OR COMMSITE. ATER TANK FROM ROAD FOR TENANT IMPROVEMENTS 1.03 •QUALITY ASSURANCE Y A. THIS SECTION SPECIFIES REQUIREMENTS FOR ALLOWANCES AND ALTERNATES. GENERAL 4. POWER AND SUPPLY ENTRANCE U NEXTEL ENCLOSURE AND POWER AND TELCO 1 .01 - SUMMARY A COMPLY WITH GOVERNING CODES AND REGULATIONS. USE EXPERIENCED WORKERS. B. LUMP SUM ALLOWANCES AND UNIT COST ALLOWANCES ARE LISTED BELOW. AMOUNTS SUPPLY LOCATION8INCLUDING METER. SHEET TITLE SHALL INCLUDE ALL COSTS INCLUDING ASSOCIATED WITH THE ALLOWANCE INCLUDING 5. ANTENNA GROUND BAR AND EQUIPMENT GROUND BAR. A PROVIDE PRODUCTS FROM ONE MANUFACTURER FOR EACH TYPE OR KIND AS APPLICABLE. PART 2 - EXECUTION 5. HVAC UNITS INCLUDING CONDENSERS ON SPLIT SYSTEMS. PROVIDE SECONDARY MATERIALS AS ACCEPTABLE TO MANUFACTURERS OF PRIMARY � OVERHEAD AND PROFIT, 7. GPB. 3.01 •SITE CLEARING OPERATIONS AVEGUI C. COORDINATES ALLOWANCES WITH REQUIREMENTS FOR RELATED AND ADJACENT WORK. 9. CA T AY AND/OR W FROM DE BRIDGE. MATERIALS. A. PROTECTION OF EXISTING TREES, VEGETATION, LANDSCAPING, AND SITE IMPROVEMENTS AND SPECIFICATIONS B. PROVIDE PRODUCTS SELECTED EQUAL BY THE NEXTEL REPRESENTATIVE. PRODUCTS D. NOTIFY NEXTEL REPRESENTATIVE OF DATE WHEN FINAL DECISION ON ALLOWANCE 10. EACH SECTOR OF ANTENNA; ONE PHOTOGRAPH LOOKING AT THE SECTOR AND SUBMITTED FOR SUBSTITUTION SHALL BE SUBMITTED WITH COMPLETE DOCUMENTATION, SITE IMPROVEMENTS NOT SCHEDULED FOR CLEARING WHICH MIGHT BE DAMAGED BY ITEMS 18 REQUIRED TO AVOID DELAYS IN THE WORK. ONE FROM BEHIND SHOWING THE PROJECTED COVERAGE AREA AND INCLUDE CONSTRUCTION COSTS OF SUBSTITUTION INCLUDING RELATED WORK CONSTRUCTION ACTIVITIES. 11. MASTER BUS BAR. E. FURNISH CERTIFICATION THAT QUANTITIES OF PRODUCTS PURCHASED ARE THE ACTUAL 13. ELECTRICAL RAL DISTRIBUTION WALL , C. REQUEST FOR SUBB'fITUTION MUST BE IN WRITING B. TRIMMING OF EXISTING TREES AND VEGETATION PRIOR TO CONSTRUCTION ACTIVITIES.. j QUANTITIES NEEDED WITH REASONABLE ALLOWANCES FOR CUTTING OR INSTALLATION 14. CABLE ENTRY WITH SURGE SUPPRESSION. . CONDITIONS FOR SUBSTITUTION INCLUDE: LOSSES, TOLERANCES, RE WASTE AND SIMILAR MARGINS, 1. AWOR EQUAL' PHRASE IN THE SPECIFICATIONS. C. CLEARING AND GRUBBING OF STUMPS AND VEGETATION, AND REMOVAL AND DISPOSAL OF 16. EN RAN TO EQUIPMENT ROOM, 2. SPECIFIED MATERIAL CANNOT BE COORDINATED WITH OTHER WORK. DEBRIS, RUBBISH, DESIGNATED TREES, AND SITE IMPROVEMENTS. F. SUBMIT INVOICES OR DELIVERY SLIPS TO INDICATE ACTUAL QUANTITIES OF MATERIAL 18, MAIN GROUND LOCATION (INSPECTION WELL, WATER MAIN, BUILDING STEEL). 3, SPECIFIED MATERIAL IS NOT ACCEPTABLE TO AUTHORITIES HAVING JURISDICTION. H T N UMBER DELIVERED AND COSTS. INDICATE AMOUNTS OF APPLICABLE TRADE DISCOUNTS. 1.03 - NEXTEL REVIEW OF DOCUMENTATION 4. SUBSTANTIAL ADVANTAGE IS OFFERED TO NEXTEL IN TERMS OF COST, TIME, OR D. TOPSOIL STRIPPING AND STOCKPILING. 1 G. LUMP SUM ALLOWANCES: INCLUDE THE FOLLOWING AMOUNTS IN THE BASE BID FOR A. NEXTEL WILL REVIEW SUBMITTALS AND RETURN ONE SIGNED COPY WITH ONE OF THE OTHER VALUABLE CONSIDERATION, MATERIALS, INSTALLATION, OVERHEAD, PROFIT AND ALL COSTS FOR THE FOLLOWING ITEMS. D. SUBSTITUTIONS SHALL BE SUBMITTED DURING THE COMPETITIVE BID PROCESS PRIOR TO E. TEMPORARY EROSION CONTROL, SILTATION CONTROL AND DUST CONTROL. FOLLOWING DESIGNATIONS: AWARD OF CONTRACT, UNLESS OTHERWISE ACCEPTABLE TO NEXTEL, APPROVAL OF F. TEMPORARY PROTECTION OF ADJACENT PROPERTY, STRUCTURES, BENCHMARKS, AND SHOP DRAWINGS, PRODUCT DATA, OR SAMPLES CONTAINING SUBSTITUTION$ IS NOT MONUMENTS. sp AN APPROVAL OF A SUBSTITUTION UNLESS ITEMS IS CLEARLY PRESENTED AS A SUBSTITUTION AT THE TIME OF SUBMITTAL. G. WATERING OF TREES AND VEGETATION DURING CONSTRUCTION ACTIVITIES. III�ILIL� -!I!I i p W F O U 0 0 v C T a� c O rJ C u IV N 0 C E CO U nl 0 H. REMOVAL AND LEGAL DISPOSAL OF CLEARED MATERIALS. BURNING ON-SITE IS NOT PERMITTED. 3.02 - CLEARING A. PREVENT DAMAGED TO EXISTING IMPROVEMENTS INDICATED TO REMAIN, INCLUDING IMPROVEMENTS ON AND OFF SITE. PROTECT EXISTING TREES AND VEGETATION INDICATED TO REMAIN. DO NOT STOCKPILE MATERIAL AND RESTRICT TRAFFIC WITHIN DRIP LINE OF EXISTING TREES TO REMAIN. PROVIDE AND MAINTAIN TEMPORARY GUARDS TO ENCIRCLE TREES OR GROUPS OF TREES TO REMAIN; OBTAIN APPROVAL FROM THE NEXTEL REPRESENTATIVE BEFORE BEGINNING WORK. B. WATER VEGETATION AS REQUIRED TO MAINTAIN HEALTH. COVER TEMPORARILY EXPOSED ROTS WTH WET BURLAP AND BACKFILL AS AS POSSIBLE. COAT CUT SURFACES WITH APPROVED EMULSIFIED ASPHALT PLAT COATING. C. REMOVE HEAVY GROWTHS OF GRASS BEFORE STRIPPING. STOCKPILE SATISFACTORY TOPSOIL CONTAINING NO LARGE STONES, FOREIGN MATTER AND WEEDS ON SITE FOR REUSE. D. FOR RAW LAND SITE, COMPLETELY REMOVE ALL IMPROVEMENTS INCLUDING STUMPS AND DEBRIS EXCEPT FOR THOSE INDICA TO REMAIN. REMOVE BELOW GRADE IMPROVEMENTS NTER ERE2WITH NNEWCONSTRUCTION. REMOVE WAS E MATERIALS ND TA SOIL FROM SITE A DISPOSE OF IN A LEGAL M E. PREVENT EROSION AND SILTATION OF STREETS, CATCH BASIN AND PIPING. CONTROL WINDBLOWN DUST. 3 F. FOR TENANT IMPROVEMENT SITES, REMOVE ABANDONED MECHAN AND ELECTRICAL p SYSTEMS WITHIN THE PROJECT LIMITS. VERIFY NTH BUILDING OWNER THA Y HAVE BEEN ABANDONED PRIOR TO START OF REMOVAL OPERATIONS. T SYSTEM VERIFY WITH BUILDING OWNER AND UTILITY COMPANY THAT POWER AND COMMUNICATION SERVICES HAVE BEEN DISCONNECTED PRIOR TO START OF REMOVAL OPERATIONS. SECTION 02240 - DEWATERING [V 1.01 - SUMMARY Ln d A. PROVIDE DEWATERING FOR CONSTRUCTION ACTIVITIES. I U 1.02 - SUBMITTALS p A. SHOP DRAWINGS: SUBMIT FOR APPROVAL PLAN SHOWING LAYOUT OF DEWATERING SYSTEM. B. TEST REPORTS: SUBMIT OBSERVATION WELL REPORTS RECORDING GROUNDWATER LEVELS. a 1.03 - QUALITY ASSURANCE A COMPLY WITH GOVERNING CODES AND REGULATIONS. USE EXPERIENCED WORKERS. . (SECTION =40. DEIIVAWRINO CONT54lJED) Q PART 2 - PRODUCTS - NOT APPLICABLE TO THIS SECTION o PART 3 - EXECUTION 3 3.01 - DEWATERING ACTIVITIES : A. PROVIDE DEWATERING OPERATIONS INCLUDING, BUT NOT LIMITED TO: 1. LOWERING AND CONTROLLING GROUNDWATER LEVELS DURING EXCAVATION AND CONSTRUCTION. 2• CONTROL OF HYDROSTATIC PRESSURES DURING EXCAVATION AND CONSTRUCTION. 3. CONTROL OF SURFACE AND SUBSURFACE WATER, ICE, AND SNOW RELATED TO �j DEWATERING. 4. STANDBY EQUIPMENT FOR SYSTEM BACK -UP, I S. LEGAL DISPOSAL OF WATER REMOVED FROM EXCAVATIONS. 0 8. REMOVAL OF OBSERVATION WELLS WHEN NO LONGER REQUIRED. / 3 - DEWATERING •Qd A. PROVIDE A SYSTEM TO LOWER AND CONTROL GROUNDWATER IN ORDER TO PERMIT ai CONSTRUCTION ACTIVITIES. INSTALL SUFFICIENT DEWATERING EQUIPMENT TO DRAIN Z WATER - BEARING STRATA ABOVE AND BELOW BOTTOM OF FOUNDATIONS, DRAINS, AND OTHER EXCAVATIONS. O+ c B. OPERATE DEWATERING SYSTEM CONTINUOUSLY UNTIL DEWATERING 18 NO LONGER tU REQUIRED. DISPOSE OF WATER REMOVED FROM EXCAVATION IN A MANNER TO AVOID C ENDANGERING PUBLIC HEALTH, PROPERTY, AND PORTIONS OF WORK UNDER CONSTRUCTION OR COMPLETED. PROVIDE FLOW CONTROL DEVICES AS REQUIRED BY c GOVERNING AUTHORITIES. N SECTION 02300 - EARTHWORK PART 1 - GENERAL 1 .01 - SUMMARY A PERFORM EXCAVATION, FILING, COMPACTING AND GRADING AS REQUIRED FOR IMPROVEMENTS AND TO ACHIEVE GRADES AND ELEVATIONS INDICATED. PROVIDE / TRENCHING AND BACKFILL FOR MECHANICAL AND ELECTRICAL WORK AND UTILITIES. COMPLY WITH RECOMMENDATIONS OF THE GEOTECHNICAL REPORT, B. PROVIDE SUBBASE MATERIALS, DRAINAGE FILL, COMMON FILL, AND STRUCTURAL FILL MATERIALS FOR SLABS, PAVEMENTS AND IMPROVEMENTS. C. PROVIDE SUITABLE FILL FROM OFF -SITE IF ON-SITE QUANTITIES ARE INSUFFICIENT OR UNACCEPTABLE, AND LEGALLY DISPOSE OF EXCESS FILL OFF -STE. D. PROVIDE VEGETATIVE MAT UNLESS INDICATED OTHERWISE. E. PROVIDE ROCK EXCAVATION WITHOUT BLASTING UNLESS BLASTING IS SPECIFICALLY AUTHORIZED. F. CALL DIGSAFE OR SIMILAR ORGANIZATION FOR LOCATING EXISTING UTILITIES AND SERVICE LINES 48 HOURS PRIOR TO ALL EARTHWORK OPERATIONS. NOTIFY UTILITY COMPANIES PRIOR TO WORK ON OR NEAR SERVICE LINES AND EQUIPMENT. G. OBTAIN WRITTEN APPROVAL FROM THE UTILITY COMPANY, OWNER AND THE NEXTEL REPRESENTATIVE PRIOR TO REMOVING OR TERMINATING EXISTING UTILITIES. H. IN THE EVENT OF DISRUPTION OF EXISTING UNDERGROUND OR ABOVEGROUND UTILITIES, PAY FOR DAMAGES AND DISRUPTION COSTS. 1.02 - SUBMITTALS A PRODUCT DATA SUBMIT MANUFACTURER'S PRODUCT DATA AND INSTALLATION INSTRUCTIONS FOR EACH MATERIAL AND PRODUCT USED. B MANUFACTURER'S REQUIREMENTS FOR K H I EARTHWORK OPERATIONS AND COMPACTION LEVELS. C. NOTIFICATIONS: SUBMIT WRITTEN CONFIRMATION THAT ALL EXISTING UNDERGROUND UTILITIES AND COAXIAL CABLES HAVE BEEN PROPERLY LOCATED PRIOR TO CONSTRUCTION AND UTILITIES COMPANIES HAVE BEEN CONTACTED PRIOR TO WORK ON OR NEAR SERVICE LINES EQUIPMENT, WHEN WORKING INSIDE THE FENCED -IN COMPOUND P AN EXISTING WIRELESS FACILITY (CO- LOCATION), DIGSAFE OR SIMILAR ORGANIZATION MAY LOCATE UNDERGROUND UTILITIES AND/OR COAXIAL CABLES ON PRIVATE PROPERTY. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO WORK CAUTIOUSLY AROUND EXISTING CARRIER'S EQUIPMENT AND TO LOCATE ANY AND ALL UNDERGROUND UTILITIES AND COAXIAL CABER PRIOR TO ANY EXCAVATION ACTIVITY. D. TEST REPORTS: SUBMIT FOR APPROVAL TEST REPORTS, LIST OF MATERIALS AND GRADATIONS PROPOSED FOR USE. 1.03 - QUALITY ASSURANCE A. COMPACTION: I. UNDER STRUCTURES, BUILDING SLABS, STEPS, PAVEMENTS AND WALKWAYS, 95 PERCENT MAXIMUM DENSITY, ASTM D 1667. COMPLY WITH MORE STRINGENT REQUIREMENTS IF REQUIRED BY THE TOWER MANUFACTURER. 2. UNDER LAWNS OR UNPAVED AREAS, 90 PERCENT MAXIMUM DENSITY, ASTM D 1657. B. GRADING TOLERANCES OUTSIDE BUILDING FOUNDATION: I. LAWN8, UNPAVED AREAS, AND WALKS, PLUS OR MINUS 1 INCH. 2. PAVEMENTS, PLUS OR MINUS 1/2 INCH. C. GRADING TOLERANCE FOR FILL UNDER BUILDING SLA138: PLUS OR MINUS 1Q INCH MEASURED NTH 10 FOOT STRAIGHTEDGE. PART 2•PRODUCTS 2.01 - MATERIALS A. SUBBASE MATERIAL: GRAVEL OR STONES GRADED FOR INTENDED USE AS SUBBASE FOR PAVING MATERIAL SPECIFIED, B. DRAINAGE FILL: WASHED GRAVEL OR CRUSHED STONE, 1/4 INCH TO 3/4 INCH SIZE, ASTM C 33, SIZE 67. H C. COMMON FILL: MINERAL SOIL SUBSTANTIALLY FREE FROM ORGANIC AND UNSUITABLE MATERIALS, AND FREE FROM ROCK OR GRAVEL LARGER THAN 2 INCHES IN DIAMETER, 80 PERCENT PASSING NO. 40 SIEVE AND NOT MORE THAN 50 PERCENT PASSING NO. 200 SIEVE. D . STRUCTURAL MATERIALS AND THE OLLLOWIjNG GRRADATION L MIT 4 T S: �IN HESS EVE, 100 PERCENT FINER BY WEIGHT, 1 INCH SIEVE, 80 TO 100 PERCENT, NO. 4 SIEVE, 25 TOSS PERCENT, NO. 20 SIEVE, 10 TO 60 PERCENT, NO. 60 SIEVE, 4 TO 35 PERCENT, NO. 200 SIEVE, 0 TO 5 PERCENT. E. VEGETATIVE MAT: MIRAFI 600X VEGETATIVE MATTING OR APPROVED EQUAL- PART 3 • EXECUTION 3.01 - INSTALLATION A. EXCAVATION IS UNCLASSIFIED AND INCLUDED EXCAVATION TO SUBGRADE REGARDLESS OF MATERIALS ENCOUNTERED.,REPAIR EXCAVATIONS BEYOND ELEVATIONS AND DIMENSIONS INDICATED AS FOLLOWS: 1. AT STRUCTURE: CONCRETE OR COMPACTED STRUCTURAL FILL. 2. ELSEWHERE: BACKFILL AND COMPACT AS DIRECTED. . B. MAINTAIN STABILITY OF EXCAVATION: COORDINATE SHORING AND BRACING AS REQUIRED BY AUTHORITIES HAVING JURISDICTION. PREVENT SURFACE AND SUBSURFACE WATER FROM STOCKPILE SATISFACORY MATERIALS FOR ALLOW FOR ROPER DRAWN G AND O NOT STOCKPI E MATERIALS WITHIN DRIP LINE OF TREES TO REMAIN. C. DO NOT PLACE BACKFILL OR FILL SOIL MATERIAL ON SURFACES THAT ARE MUDDY, FROZEN, OR CONTAIN FROST OR ICE. O NOT USE MATERIALS NTH FROST AS BACKFILL. D. COMPACT MATERIALS AT THE OPTIMUM MOISTURE CONTENT AS DETERMINED BY ASTM D 1557 BY AERATION OR WETTING TO THE FOLLOWNG PERCENTAGES OF MAXIMUM DRY DENSITY: 1. STRUCTURES, PAVEMENT, WALKWAYS: SUBGRADE AND EACH FILL LAYER TO 95 PERCENT OF MAXIMUM DRY DENSITY TO SUITABLE DEPTH, 2. UNPAVED AREAS: TOP 6 INCH OF SUBGRADE AND EACH FILL LAYER T090 PERCENT MAXIMUM DRY DENSITY. E. PLACE ACCEPTABLE MATERIALS INLAYER NOT MORE THAN S INCHES LOOSE DEPTH FOR MATERIALS COMPACTED BY HEAVY EQUIPMENT AND NOT MORE THAN 4 INCHES LOOSE DEPTH FOR MATERIALS COMPACTED BY HAND EQUIPMENT TO SUBGRADES INDICATED AS FOLLOWS: 1. STRUCTURAL FILL: USE UNDER FOUNDATIONS, SLABS ON GRADE N LAYERS AS INDICATED, 2• DRAINAGE FILL USE UNDER DESIGNATED SLABS AND ELSEWHERE INDICATED. 3. COMMON FILL: USE UNDER PAVED AREAS. 4. SUBBASE MATERIAL: USE UNDER PAVEMENT, WALKS, STEPS, PIPING AND CONDUIT. F. GRADE TO WITHIN 112 INCH ABOVE OR BELOW REQUIRED SUBGRADE AND "THIN A TOLERANCE OF 112 INCH IN 10 FEET. G. PROTECT NEWLY GRADED AREAS FROM TRAFFIC AND EROSION. RECOMPACT AND REGRADE SETTLED, DISTURBED AND DAMAGED AREAS AS NECESSARY TO RESTORE QUALITY, APPEARANCE AND CONDITION OF WORK, H. CONTROL EROSION TO PREVENT RUNOFF INTO SEWER OR DAMAGE TO SLOPED OR SURFACED AREAS, L CONTROL IMMEDIATELY Y R PAR OR REEME Y MAT��USED BY DUST INCLUDING AIR FILTERS IN EQUIPMENT AND VEHICLES. CLEAN SOILED SURFACES. J. INSTALL VEGETATIVE MATTING WITH SEAMS OVERLAPPED A MINIMUM OF 8 INCHES AFTER INSTALLATION. DRAINAGE FILL (GRAVEL) OVER MATTING SHALL BE MINIMUM OF 3 INCHES IN DEPTH. K DISPOSE OF EXCESS MATERIAL, UNSUITABLE MATERIALS AND WASTE OFF -SITE IN A LEGAL. MANNER, SECTM 02370 - EROSM AND SEDIMWATION CONTROL PART 1 - GENERAL 1.01 -SUMMARY A. PROVIDE EROSION AND SEDIMENTATION CONTROL. 1.02 - SUBMITTALS A. PRODUCT DATA SUBMIT MANUFACTURER'S PRODUCT DATA AND INSTALLATION INSTRUCTIONS FOR EACH MATERIAL AND PRODUCT USED. B. CERTIFICATE OF COMPLIANCE: SUBMIT CERTIFICATE SIGNED BY CONTRACTOR INDICATING COMPLIANCE VIATH WETLANDS ORDER OF CONDITIONS ISSUED BY LOCAL CORPS OF ENGINEERS, CONSERVATION COMMISSION OR OTHER GOVERNING BODY, AS APPLICABLE TO THE SPECIFIC PROJECT. 1.03 - QUALITY ASSURANCE A. COMPLY WITH GOVERNING CODES AND REGULATIONS. PROVIDE PRODUCTS OF ACCEPTABLE MANUFACTURERS WHICH HAVE BEEN IN SATISFACTORY USE IN SIMILAR SERVICE FOR THREE YEARS. USE EXPERIENCE INSTALLERS. DELIVER, HANDLE, AND STORE MATERIALS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS, PART 2- PRODUCTS 2.01 - MATERIALS A. SILT FENCE: EROSION CONTROL NETTING OR OTHER MEANS ACCEPTABLE TO AUTHORITIES HAVING JURISDICTION. S. HAY BALES: TYPE AND SIZE RECOMMENDED BY ENVIRONMENTAL PROTECTION AGENCIES HAVING JURISDICTION. C. EARTH STABILIZER: RYE GRASS SEED, HAY, STRAW MULCH, CHEMICAL STABILIZER OR ANY OTHER DEVICE APPROVED BY AGENCIES HAVING JURISDICTION, D. CRUSHED STONE BEDDING: THICKNESS AS REQUIRED BY SITE CONDITIONS. E. VEGETATIVE MAT. MIRAFI SOOX VEGETATIVE MATTING OR APPROVED EQUAL. PART 3 - EXECUTION 3.01 - INSTALLATION A. INSTALL MATERIALS AND SYSTEMS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS AND APPROVED SUBMITTALS, INSTALL MATERIAL AND SYSTEM IN PROPER RELATION WTH ADJACENT CONSTRUCTION, COORDINATE NTH WORK OF OTHER SECTIONS. SECTION 02510 - IRRK3ATI0 YYTEM PART 1 - GENERAL 101 -SUMMARY A. PROVIDE IRRIGATION SYSTEM PIPE, FITTINGS, VALVES, SPRINKLERS AND AUTOMATIC CONTROLS. 1.02 - SUBMITTALS A. PRODUCT DATA SUBMIT MANUFACTURER'S PRODUCT DATA AND INSTALLATION INSTRUCTIONS FOR EACH MATERIAL AND PRODUCT USED, B. SHOP DRAWINGS. SUBMIT SHOP DRAWNGS INDICATING MATERIAL CHARACTERISTICS, DETAILS OF CONSTRUCTION, CONNECTIONS, AND RELATIONSHIP WITH ADJACENT CONSTRUCTION. C. WARRANTY: SUBMIT MANUFACTURER'S STANDARD 5 -YEAR WARRANTY, INCLUDE LABOR AND MATERIALS TO REPAIR OR REPLACE DEFECTIVE MATERIALS. D MAINOPERATION AND DATA, I INCLUDING OPERATING INSTRUCTIONS, LAST OF SPARE PARTS AND MAINTENANCE SCHEDULE. 1.03 - QUALITY ASSURANCE A. COMPLY WITH GOVERNING CODES AND REGULATIONS. PROVIDE PRODUCTS OF ACCEPTABLE MANUFACTURERS WHICH HAVE BEEN IN SATISFACTORY USE IN SIMILAR SERVICE FOR THREE YEARS. USE EXPERIENCE INSTALLERS. DELIVER, HANDLE, AND STORE MATERIALS IN ACCORDANCE WTrl MANUFACTURER'S INSTRUCTIONS. \" B. WATER COVERAGE FOR TURF AREAS AND PLANTING AR -1 PER I 'T �\ C. TESTING: HYDROSTATIC TEST AT 100 PSI. [� ` J PART 2 - PRODUCTS ,{"'� 2.01 - MATERIALS 7 A. PRESSURE AND CIRCUIT PIPING: BLACK POLYETHYLENE PIP RATED FOR 108PSI AND NSF APPROVED, n B. BACKFLOW PREVENTER: CAST BRONZE. C. SPRINKLERS HEAD: POP -UP SPRAY TYPE WTH FIXED PATTERN W D. VALVE BOX; PRECAST CONCRETE WITH CAST IRON, LOCKABLE VALVE COVER. E. AUTOMATIC CONTROL SYSTEM: EXTERIOR CONTROL ENCLOSUR AND TIMING DEVICE. PART 3 - EXECUTION 3.01- INSTALLATION ��Y,j 99 A. INSTALL MATERIALS AND SYSTEMS IN ACCORDANCE WITH MANUFA TU S IBS R 1 AND APPROVED SUBMITTALS. INSTALL MATERIAL AND SYSTEM IN PR P � R ADJACENT CONSTRUCTION. COORDINATE WTH WORK OF OTHER SECTI01N8. " TIE B. TIEIN TO EXISTING SYSTEMS: MATCH EXISTING PRODUCTS WITH NEW MATERIALS. MAKE CONNECTIONS USING MATERIALS RECOMMENDED BY THE MANUFACTURER OF THE EXISTING SYSTEM. WORKMANSHIP SHALL BE SIMILAR OR BETTER QUALITY. DO NOT VOID EXISTING WARRANTIES. C. RESTORE DAMAGE COMPONENTS AND TEST FOR PROPER OPERATION. CLEAN OUT SYSTEM AND PROTECT WORT( FROM DAMAGE, D. INSTRUCT OWNER'S PERSONNEL IN PROPER OPERATION AND MAINTENANCE PROCEDURES. SECTM 020n. GATES PART 1- GENERAL 1A1 -st"a NY A FROM FENCING AID ACCESS GATES FOR SITE PERIMETER AND AREAS REO AWO SEPARATION PER SITE PLANS PROVIDED BY NEXTEL B, PROVIDE OONRE E.F t ED STEEL BOLLARDS TO PROTECT SHELTERS, TOWERS, POWER, AND TELCO NERASTRUCTURE AND FENCING AS SHOWN ON THE SITE PLANS, 1.02- SUBMNTTALB A r TERNLL A PRODUCT U ED PRODUCT DATA AND NSTALLATKUC IBTRI1CT1pNS FOR EACH IL SAMPLE& SUBW TWO REPIMWATIVE SAMPLES OF EACH MATERIAL SPECIM 14 ATWO VISUAL CFNRACI@tISMS AID FUSIt 1.00- QUALITY ABSU ANCE A COMPLY WTH GOVERNING CODES AND REGULATIONS. PROVIDE PRODUCTS OF ACCEPTABLE WWAC IURERS WHI CH H HAVE IM IN SATIS FACTORY USE N SIMILAR SERVICE FOR THREE YEARS, MANLFACTUIER9 �, HANDLE, AND STORE MATERIALS N ACCORDANCE WITH PART2- PRODUCTS 201 - MATERIALS A STEEL CMA#"jW FENCE: 1, MESH AND WARE SM' 2 NCH MESH, 0.148 NCH DIAMETER (/ GA)GE} SECURE TO POSTS WITH NO . 11 TE WERE 18 INCHES ON CENTER 2 COATING: AMU A 617, TYPE 2, CLASS 2, 211CQOATED (GALVAN¢ED) a FRAMEftft GALVAIIIlZED STEEL, ASTM F 1083, 4. GATES: "NOW TYPE, WITH NEX E14Lft BNW PADLOCK. REFER TO SITE PLANS FOR EXACT GATE LOCATIONS, NUMBER AND SRS, TYPICAL GATES FOR SITE ACCESS ARE TWE.VEfOOT SWING OR THREE•FOOT MAN GATES. CORNER, GATES AND END POSTS 242 IN( IL AND�TOP 2 WITH 25M PSI INTERMEDIATE MNMJte 3 FEET 8 INCHES BELOW GRADE OR BELOW FROST UIE. WHICHEVER IS DEEPER. PROVIDE CAPS WHERE BAND WIRE N NOT REQUIRED. a RAILS: TOP, N119g8FnATE AND BOTTOM RAILS ARE REgU M 7. FENCE TOP WITH BARBED WIRE. 7WAE STRANDS OF 4 PONE PER FOOT, "GIN ECURITY GALVANIZED BARBED, WITH ARMS AT EACH POLE. ANGLED TOWARDS THE OUTSIDE. B• WOOG FENCE: 1, MATERIAL; N0.2 LEUAR. 2 PICKETS: STOWABLE PROFILE 2 POSTS: PRESSURE TREATED / BY a INCHES, ENCASE WITH 2000 PSI CONCRETE, MINIMUM FT. 8 INCHES BELOW GRADE DR BELOW FROST LANE, WHICHEVER IS DEEPER, 4 GATES SWINGING TAE. WTH NETRf'NOMBHED PADLOCK. REFER TO SITE PLANS FOR EXACT GATE LOCATIONS, NUMBER AND SM TYPICAL GATES FOR SITE ACCESS ARE 12 FT. SWING IL NAILS: HOT -W GAL AN� STEEL F OR v, L- W r ^ l C� � 7 . y , I Inch 1116 1 ( 5 •,� t'f� t F�xbm�3 5 �;�'`IP ,r .P r � `? Y � rt� � M ,1y} 'tl'I '�r�y��':�rw } w�•u mlj�S'"��j 7 rt I ,,•.i vri' x � # �- T. I F ..,: � , , � c`"L'cw, ` '� d§ C J I• �. Z I• '.. I• I• ,: _� l 1 6 ' i iii�l►iii ii�iliiii „iiiiliiii ii�iliu� ��i�l����.���� _V i � ��I�II I ii( i C. 8 BO CONCRETE FLUTED 9CMD� 40 GALVAIMZED STEEL PIPE WITH 4 INCHES, CHES OR 81NCHES DIAMETER AS NDICAyM, PANTED SAFETY YELLOW. PMT 3 - EXECUTION 101 • INSTALLATION A INSTALL MATERIALS AND SYSTEMS M ACCORDANCE WITH MANUFACTURERS 04TRUCTMN8 AND APPROVED BUOMTTALJ3. INSTALL MATERIALS IN PROPER RELATION WITH ADJACENT SECT Tm ABD WITH uN FORM AppEARANCE• 11DI 000NATE WIT RK ER H WO OF OTH B, BET FENCE POSTS IN CONCRETE FOO W WTH SMOOTH TOP, SHAPED TO SHED WATER PROTECT PORTION OF POSTS ABOVE F007M FROM CONCRETE SPUTTER, VOW THAT POSTS ARE SET PLUMB OR AT CORRECTANGLP AND ARE ALXNNEO AID AT COMM HEIGHT AND SPACING• HOLD POSTS N POSNTON DURING PLACEMENT AND FISHING OPERATIONS UNTL CONCRETE HS SUFFXmTLY CURED. Q WSTALL FENCE POSTS TO DEPTH TO AVOID FROST HEAVE AS APPLCABLL INSTALL VM A 1 INCH CLEARARCE ABOVE THE GROUND, AND NOT TOUCHPKR THE OROUHD AT ANY LOCATION BETWEEN POSTS, D. SET SOLLARDS IN CONCRETE FOOTING WITH SMOOTH TOP. SHAPED TO SHED WATER PLACE CONCRETE AROUND ENTIRE MILLARD COMPLETELY WITH� O BOLLAI FOIMDATION, AND FI INTEIOR OF FROM CONCRETE PUTTER VERIFY THAT BOLLARDS � � RAW OR A T CORRECT ANGLE AND ARE MOM AND AT CORRECT HEIGHT AND SPACING HOLD BOLLARDO N POSITION DURING PLACENTA D FTN DWO OPFIRATK)NS LWM CONCRETE E SUFFKSENTLY CURED. E RESTORE OR REPLACE DAM AGEO COMpONlMM CLEAN AND PROTECT WORK FROM DAM10E. PART 1-GENERAL 1.01 - SUMMARY A PROVIDE LANDSCAPE WORK 1. TREES, SHRUBS, PLANTS, AND GROUND COVER. C rTy OF T 2. FINISH GRADING AND LAWNS, f 3. TOPSOIL AND SOIL AMENDMENTS. M V `' 0`0 r 4. WEED CONTROL MATTING. ( 2 � 5 S. GRAVEL GROUNDCOVER. 8 INITIAL MAINTENANCE OF LANDSCAPING MATERIALS. PERMIT CENTER R _ ti. PRUNING AND RELOCATION OF EXISTING PLANT MATERIALS. 1.02 - Ft P( ANT LIST: SUBMIT PLANT LIST COORDINATED WITH DESIGNATIONS USED ON THE DRAWINGS, , INCLUDE SOURCE AND SIZE OF PLANT MATERIALS, B. A NOTICES: SUBMIT 48 -HOUR WRITTEN NOTICE PRIOR TO TURNOVER TO NEXTEL FOR WATERING AND MAINTENANCE. C. WARRANTY: WARRANT TREES AND SHRUBS FOR A PERIOD OF ONE YEAR AFTER DATE OF SUBSTANTIAL COMPLETION, AGAINST DEFECTS INCLUDING DEATH AND UNSATISFACTORY GROWTH AND EXCEPT FOR DEFECTS RESULTING FROM NEGLECT BY NEXTEL, ABUSE BY OTHERS, OR NATURAL PHENOMENA REPLACE UNSATISFACTORY PLANT MATERIAL AT END P WARRANTY PERIOD AT NO ADOITONAL EXPENSE TO NEXTEL ON REPLACEMENT IS REQUIRED. 1.03 - QUALITY ASSURANCE A COMPLY WITH GOVERNING CODES AND REGULATIONS. PROVIDE PRODUCTS OF ACCEPTABLE MANUFACTURERS WHICH HAVE BEEN IN SATISFACTORY USE IN SIMILAR SERVICE FOR THREE YEARS. USE EXPERIENCE INSTALLERS. DELIVER, HANDS, AND STORE MATERIALS IN ACCORDANCE WITH MANUFACTURERS INSTRUCTIONS. B. WATER COVERAGE FOR TURF AREAS AND PLANTING AREAS: 100 PERCENT. C. TESTING: HYDROSTATIC TEST AT 100 PSI. PART2- PRODUCTS 2,01 - MATERIALS A PRESSURE AND CIRCUIT PIPING: BLACK POLYETHYLENE PIPE RATED FOR 100PSI AND NSF APPROVED. B. BACKFLOW PREVENTER: CAST BRONZE. C. SPRINKLERS HEAD: POP-UP SPRAY TYPE WITH FIXED PATTERN. D. VALVE BOX; PRECAST CONCRETE WITH CAST IRON, LOCKABLE VALVE COVER. E. AUTOMATIC CONTROL SYSTEM: EXTERIOR CONTROL ENCLOSURE AND TIMING DEVICE. PART 3 - EXECUTION 3.01 - INSTALLATION A. INSTALL MATERIALS AND SYSTEMS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS AND APPROVED SUBMITTALS, INSTALL MATERIAL AND SYSTEM IN PROPER RELATION WITH ADJACENT CONSTRUCTION, COORDINATE WITH WORK OF OTHER SECTIONS, B. TIE-IN TO EXISTING SYSTEMS: MATCH EXISTING PRODUCTS WITH NEW MATERIALS. MAKE CONNECTIONS USING MATERIALS RECOMMENDED BY THE MANUFACTURER P THE EXISTING SYSTEM. WORKMANSHIP SHALL BE SIMILAR OR BETTER QUALITY. DO NOT VOID EXISTING WARRANTIES. C. RESTORE DAMAGE COMPONENTS AND TEST FOR PROPER OPERATION. CLEAN OUT SYSTEM AND PROTECT WORK FROM DAMAGE. D. INSTRUCT OWNER'S PERSONNEL IN PROPER OPERATION AND MAINTENANCE PROCEDURES. E. FOR SEEDED LAWNS, APPLY SEED AT RATE OF 5 POUNDS PER 1000 SQUARE FEET. F. EXCAVATE AS REQUIRED FOR TREES AND SHRUBS. G. INSTALL PLANT MATERIAL AND BACKFILL WITH SOIL MIX. STAKE AND GUY TREES. WATER THOROUGHLY. ALLOW FOR SOIL SETTLEMENT. H. PROVIDE MAINTENANCE AND WATERING UNTIL TURNOVER TO NEXTEL FOR MAINTENANCE AND WATERING. REPLACE DAMAGED MATERIALS AND DEAD OR UNHEALTHY PLANTS PRIOR TO TURNOVER TO NEXTEL CONCRETE: SECTION - CAST.I <,rF CONCRIM PARTI - GENERAL 1.01 SUMMARY A. PROVIDE CAST -IN -PLACE CONCRETE FOR FOUNDATIONS FOR SHELTERS, TOWERS, GUY WIRES AND SITE PADS AS REQUIRED. TETRA TECH COMMUNICATION SERVICES 10545 WILLOWS RD NE, 0110 REDMOND, WA 98052 (425) 278 -7427 (425) 497 -8029 fax 0IIIIIIIIIIII 'FIR 10545 WILLOWS ROAD NE 0100 REDMOND, WA 98052 PHONE: (425) 278 -7415 FAX: (425) 278 -7404 TUKWILA WA 0637 -C 15215 52ND AVE. SOUTH SEATTLE, WA 98188 KING COUNTY CURRENT ISSUE DATE: 3 -31 -05 ISSUED FOR: CO NSTRUCTION I dMign group, km 4c * -C INNEIINO. 'mc. 14201 NE 200th SbvK Suit 200 W oodinvNM, WA 98072 PHONE: 425.508.0110 FAX: 425.487. 1734 EMAIL: rnwftwn� NEXTEL SITE NO: WA 0637 -C DRAWN BY: JRA CHECKED BY: P W. O di OF WA$ Oy IS 4 Q I �roNAI EW EXPIRES 02/15P06 SPECIFICATIONS SP -2 I R 7 T AA��i 1 - 28-05 PRELIM CD 2 -18.05 ISSUED FOR CONSTRUCTION Q 3 31 -05 ISSUED FOR PERMIT SPECIFICATIONS SP -2 r 1.02 SUBMITTALS A. PRODUCT DATA SUBMIT MANUFACTURER'S PRODUCT DATA INSTALLATION INSTRUCTIONS FOR EACH MATERIAL AND PRODUCT USED. B. SHOP DRAWINGS: SUBMIT SHOP DRAWINGS INDICATING MATERIAL CHARACTERISTICS, DETAILS OF CONSTRUCTION, CONNECTIONS AND RELATIONSHIP WITH ADJACENT CONSTRUCTION. C. MIX DESIGN: SUBMIT FOR APPROVAL MIX OESUN PROPOSED FOR USE. - D. TESTING REPORTS: SUBMIT TESTING REPORTS, INCLUDING TESTING TENSIONS FOR ROCK ANCHORS IF APPLICABLE. ROCK ANCHOR TESTS SHALL BE SUBMITTED PRIOR TO CONCRETE PLACEMENT. 1.03 QUALITY ASSURANCE 3 'O Nj �O rn s y N) a I U �S c N v CY C W i O y i 00 V k) I N Z v c ol C w N C O Ili c 0 u a O• 0 0 Ln 0 0 a, C c c 0 v V! v 0 2 u Of E 0 V OG . G N 0 A. COMPLY WITH GOVERNING CODES AND REGULATIONS. PROVIDE PRODUCTS OF ACCEPTABLE MANUFACTURERS WHICH HAVE BEEN IN SATISFACTORY USE IN SIMILAR SERVICE FOR THREE YEARS. USE EXPERIENCED INSTALLERS. DELIVER, HANDLE, AND STORE MATERIALS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. B. TESTING: 1. TYPICALLY, NEXTEL WILL ARRANGE AND PAY FOR CONCRETE TESTING AND COMPACTION TESTS FOR FOUNDATIONS. ALTERNATIVELY, NEXTEL MAY DIRECT THE CONTRACTOR TO ARRANGE AND PAY FOR CONCRETE TESTING AND COMPACTION TESTS FOR FOUNDATIONS TO BE PERFORMED BY AND INDEPENDENT TESTING LABORATORY ACCEPTABLE TO NEXTEL 2. THE CONTRACTOR SHALL ARRANGE AND PAY FOR AN INDEPENDENT TESTING AGENCY ACCEPTABLE TO NEXTEL TO PERFORM MATERIAL EVALUATION TESTS AND INSTALLATION TESTS INCLUDING SLUMP AND AIR CONTENT. PROVIDE 7,14 AND 28 DAY CYLINDER TESTS. COMPLY WITH ASTM C 143, C 173, C 31 AND C 39. C. STANDARDS: 1. ACI 301, SPECIFICATIONS FOR STRUCTURAL CONCRETE BUILDINGS. 2. ACI 318, BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, AND CRSI MANUAL OF STANDARD PRACTICE. D. TOLERANCE: 118 INCH IN 10 FEET FOR GRADE, ALIGNMENT, AND STRAIGHTNESS. PART2- PRODUCTS 2.01 MATERIALS A. CONCRETE DESIGN MIXES, ASTM C 94.28 DAY COMPRESSIVE STRENGTH: 3000 PSI MINIMUM UNLESS INDICATED. STRICTLY COMPLY WITH TOWER MANUFACTURER'S CONCRETE DESIGN MIX REQUIREMENTS. B. FORMWORK: PLYWOOD OR METAL PANEL FORMWORK SUFFICIENT FOR STRUCTURAL AND VISUAL REQUIREMENTS. C. REINFORCING MATERIALS: 1. REINFORCING BARS: ASTM A 815, GRADE 60, DEFORMED. DO NOT WELD. 2. TIES: ASTM A815, GRADE 40 3. STEEL WIRE FABRIC: ASTM A 185, WELDED. D. CONCRETE MATERIALS: ASTM C 150, TYPE I, PORTLAND CEMENT; PORTABLE WATER; NORMAL WEIGHT AGGREGATES, ASTM C 33, MAXIMUM 'j INCH SIZE. E. CONCRETE ADMIXTURES: CONTAINING LESS THAN 0.1 PERCENT CHLORIDE IONS; ASTM C 280 FOR AIRENTRAINING ADMIXTURE FOR EXTERIOR CONCRETE EXPOSED TO FREEZE -THAW. F. VAPOR RETARDER: ASTM E 154 POLYETHYLENE SHEEET, 8 MILS MINIMUM. G. CONCRETE FINISHES FOR FORMED SURFACES: AS -CAST FORM FINISH FOR SURFACES NOT EXPOSED TO VIEW AND SMOOTH FORM FINISH FOR SURFACES EXPOSED TO VIEW. H. CONCRETE FINISHES FOR MONOLITHIC SLABS; 1. TOWEL FINISH FOR SURFACES TO BE EXPOSED TO VIEW OR COVERED WITH FINISH SYSTEM. 2. NONSLIP BROOM FINISH WITH TROWELED EDGE FOR EXPOSED SURFACES AND WALKWAYS. PART 3- EXECUTION 3.01 INSTALLATION A COMPLY WITH ASTM C 04. DO NOT CANOE MIX DESIGN WCITDUTAPPNOVAL 1. CALCRIMCHLO OEADMOLTU a UCTICVIBRATTORS ATTOWER FOUNQATDNBAND DRS, 4. Cl IAMIR3R S POSED WOM COQ 3M• AND PRMM STRADHT LIES, S, ERNE "OT Y LACEDCONCRETE ,1�PREM1ATUiEDRYNOAND AND WITH AC 201 FOR NOT- WIEATNEt PROTECTION OURI D CUM PROTECTION C. TOWER BASE ANCHOR SOUS AiD OU WIRE ANOIORNO ADDS ISUPPLED BY TOM MANFWTURERk 1. COM MI M MATERIALS HAVE BEEN HOT -OP QALVANQfD. 2 EMSED A MNBSNI OF 12INCHES BELOW THE TOP OF THE FOUNDATION UNLESS GREATER BBEDMHfr B NE"W aY MAMUFACTURBL aCOAT TIND. PE RMANENTLY EPOSED PORTIO O WTIN NRIMBgUS COMPOUND OR OFF ACCEPTAILE D. ROCKANCHORB: 1. INSTAL N STRICT ACCORDANCE WITHNW43VED SHOP DRAWIDS. 2 N07W THE MXTEL REPRESEN TATNE N WR TNG F ROCK CONSISTENCY OFFERS FROM THAT INDICATED N THE OEOTECHIMICAL ROM. a THE IDFfdDBNT 71ESTND LABORATORY SHALL PERFORM PULL TESTS ON 28 PERCENT OF ROCK ANCHORS, IN THE EVENT My ADO( ANCHOR FANS THE MINIMUM LOAD REQUIREMENT. ALL AM ANCNDRS SMALL BE TESTED. REORlL, PLACE AND RETEST FAZED ANCHORS, CONFIRM ACCEPTABLE TESTND TENSION PRIOR TO POUAID CONC2lEE. E OONSTR UCT ONI JOINTS: COMPLY 87MMY WITH LOCATIONS OF CONSTRUCTION JONTS IDK:ATED TOWER MANUFACTURERS APPROVED SHOP DRAWINGS. WNW ACCEPTABLE USE KEYWAYS, ON CONTINUE FEWFORCEMENITTHROUGH JOINT. F. EWAN" JOINTS FOR EXTERIOR WORK LOCATE 30 FEET O.C. ATAPPIMED LOCATIONS. PROVIDE CA0 SHEAR MOVEMENT. A88 JOINT WNMCM PETMI 1• NHOREONRAL MOVEMENT AND NO VERTICAL O. ISOLATION JOINTS: PROVIDE BETWEEN BLABS AND VENnGAL ELEMENTS ENTS SUCH AS I. L STAUCTT EI L IL AND PAY FOR CONCRETE TESTING AND COLUMNS AND K EQUAL TO U4 pR SAWN OR TOOLED MINTS OR REMDVABLE INSERTS STRIPE; DEPTH EQUAL T►NCKNESS.8PACINGAS RTDUIR® AND APPROVED. L CURE H'�T D REPORT DEFECT VE WOW N TITNK W L REMOVE AND REPLACE WORK WINCH BTRIENOTH TESTS AT NO ADDMONAL COST TO NEXTEL MASONRY: E3 PART 1- GENERAL 11 A Pi OVU UNf MA90NIRy CONBTRUCTpN; I. 2 REP AM REMpD�D OFOF� PM M CONSTRUCTION. 1.02 SUBMITTALS A FOR EACH MATERIAL AND PRODUCT ug D PRODUCT DATA INSTALLATION NBTR11CT10NB 1143 QUALITY ASSUANCE A. FNEPOWOMVJ"FMFVM-PA7WCoMM S, COMELY WITH GOVERNING CODES AM REOIILATION6. PROVIDE PRODUCTS OF ACCEPTABLE MANUFACTURERS WHOM HAVE BEEN N SATISFACTORY 119E N SIMILAR AR SERV I E FOR THREE YEARS, MANUFACTURERS A S. iWbLE. AND STORE MATERIALS ACCORDANCE WRH PART2- 11IRODUCTS 201 MATERIALS A CONCRETE MASONRY UITS, 1 WEIGHT. IMTB ASTM COQ MMMIUM11800 hn COAEREggNE gTR6pTH 2 SRS: FACE DIMENSION OF 7.85' H IH BY 154W LONG BY WIDTH REOIKRED FOR APPLICATION a CONCRETE BUILDING BRICK ASTM C BS, 4. SPECIAL SHAPES: AS REQUIRED By BULDW CON II IURATION, S, BOND PATTE Nk RUiH NO BOND a INTEGRAL WATER REPELLENTAT EXTERIOR APPLICATION& LIQUID POLYMERIC ADMIXTURE, L MORTAR AND OCXR FOR CONCRETE M49ON RY UNIT AseEM/LEg; 1. 2 a 4. S . a S. C SING MATERIALS, 2 WBDEO WIREWIRE FABRIC` ASTM IS MA I A M D. REINFORCING STEEL WELDED WIRE WITH DEFORMED SIDE ROCS, 1. STEM WIRE O GAUGE 0878 NCH) GALVANIZED STEEL 2 87M WIRE: 0 GAUGE (.1878 NCH) STARLESS STEEL a TYPE: LADDER OR TRUSS TYPE E. TNBANDANCFKM- 1. RID ANCHORS: GALVAMED STEEL STRAPS 2 MASONRY TO CONCRETE FRAME TWO PIECE GALVANIZED STEEL ANCHOR a MIASONRY TO STS FRAME: ANCHOR WITH CRIMPED WIRE AM "SECTION FOR WELDING 4. SCREW FO STEEL STIRS: ASTM C 084 ORGANIC POLYMER COATED STEEL DRILL SCREWS. a UNIT TYPE MASONRY INSERTS N CONCRETE MALLEABLE NEON a DOVETAIL 8LO8: BALVAMM EI EE, META. 7. ANCHOR BOLTS: ASTM A 307, GRADE A GIALVAIIED. III, POST4BTALLEDANONCftOFJMNCALOREXPANSIONANOIORa F. MASON IfACCESBOpn 1- M7HEDILUOEPANlWNJOINTS1RPS, & BOND g1 TE78 PARr3 -1913EC ITDN 3.01 INSTALLATION A. INSTALLATION OF MA90W ASS9BLES: 1- COARY��RFCO� DEC PRACTICES FOR LAYING CONCRETE SLOCIA AND NC TEAL I COMPLY W"N C LD EAnM AND V#M WEATHM PROTECTION PRO�{� AB MC MN� J. PRd11DE FME4ATEDA COWLYINO W FM ASTM E 11a 4 SAWCGT MWH NJOINTB MIAWAN UNN'ORM -ENT WIDM PROVIDE FLLL BED, HEAD AD S. INSTALL UMTRS ANDACCEnopta N MUOWV CDNCSTRUCTMON, a COMPLY M XAKECODESAIDMOIUMWFMOPACNOOFTESANDHWMWAL 7. PROUDE AND ppN� JOINTS N ACCORDANCE WHIN BRAND NCMA a a REMOVE AND REPIACE C VX MAMMA DAMAGED WLWM% NCMA TM NL 2S, DIVISION S - METAL: PART 1- GENERAL 1.01 BUMM" A- PROVIDE THE FOUAWND METAL FABRIOATKONB: 1. RIOU IN HARDWARE. 2. LOOSE STS LNNTES & RBiODELW OF BMW METAL FALWAT104 AS REQUIRED FOR NEW CONSTRUCTION, 1.02 SUBMITTALS A FOR EACH MATERIAL AND � PRODUCT DATA INSTALLATION NSTRUCTIONg S SHOP DMWM MMW SHOP MAYINGB OWATNO MATERIAL CO MMUCTi0N8, COIECITONS, AHD REATIOWW WSTH MMCW MWM 7oAL8 OF 148 QWUTVASSUANCE A COMPLYWITH DOVER NNG COOEB AD REOUATi M PROVIDE PRODUCTS Of AX EPTASLE MWIFACTURERS WMK N HAVE BEEN N SATISFACTORY USE N SIMILAR FOR THREE YEARS. USE � MANUFACTURElft T ONS. FIMDLE AND STORE MATERIALS IN ACCORDANCE WITH PART 2 - PROOICTB 241 MATERIALS A. FEMUR MTTERYRLS: I LM�COATED1 EL :�A87MA3N8ORANO, a GAL VANIZED STEEL SHEET: ASTM A 883, ON, 4 - RE"OROD lAIW ASTM A 818, GRADE 80. 5 CON AND ANCHORS: CAST OR FORMED METAL 7, WELONO Roos AID CR Wm= TYPE S. ZINCCOA EXTERIOR H OT GALVA COATING FOR MA Ti MATERIALS IN E XTI RKOR A88EM S ES OR B. FASTENERS: 2 d i D NUTS, M M M HEAD TYPES, ASTM A 307, GRADE A 3. OA E NiED� HEAD FS FF-S STEEL SHEET: AMU A 883, 000. 4. RENFORP.NO SARA: A87M A 813, GRADE 00. S, � BRAG US, NOEe, AND ANCHORS: CART OR FARMED METAL i R THRE OR WEDGED TYPE, WELDING S, 2NCCOE NOT�^P LV TTING F T IALS N EXTERIOR ASSEMBLIES OR C. AUXLWiY MATERIAL& 2. " MCP NONMWAIX GkOUA CE CRD•C821. a SHOP PRMEREWOR ANOMORNp CEMENT: SMSION.RE813TAI iT HyORAULIO EXPANSION CEMENT. 4. GALVAN W REPAIR PAW ggpC P� D COMPATBLE WITH TOPCOATS, 8' BITUMINOUS PANT: ASPHALT MASTIC, SSPC - PANT 12 PART 3 - EXECUTION 3.01 NSTAUATION A TAKE FIELD AE A JM *WS, PRIOR TO PREPARATION OF SHOP DRAWNGB AND FASRICATiM DO NOT DELAY JOB ALLOW FOR CUTTING AND FITTNR F FELD MEASUREMENT NOT PRACTICAL, EL FORM MAKEE SMOOTH0 SHARP IAACE AND EDGER WELD CONTNNUOU9LY, cNEIND FT USH AND C. INSTALL WORK PLUMB AND LEVEL WiTH HAIRLINE JOINTS AND GROW FLUSH WELDS, D. PROVIDE UUTEL BIZEB NDK:ATED WiTH 0 NCH BEARNG AT EACH ETD, _ WITH OW PRIMER AND GAL F. PAINT ITEMS BCREDULED IN COATINGS ACCpgp VAM D C pA ' � ' ,r \ 1•• � � j/ /1� - '{ I— SUBMIrrAL.S O T A PNiOOUCT DATA SUBMIT MAHUF ~O "� MATERIAL AiD PRODUCT USED DATA AD INSTALLATION INSTRUCTIONS FOR EACH SUBMIT FOR APPROVAL TEST REPORTS, 1 QUALITY ASSURANCE COMPLY GOVERNING CODES AND REGUATIONS. PROVIDE PROOF OF ACCEPTABLE WiMACTURERS WENCH HAVE BEEN N SATISFACTORY USE N SMLAR SERVICE FOR THREE YEARS. USE EXPERIH4CAp ORT ALLE 301, S, HANDLE. AND STORE MATERLALB N ACCORDANCE WITH WINIFACTUiER'S B . PERFORMANCE' ASTM E 119, ASTM E $14, AND LOCAL REO ULATKM& P 2 PRODUCTS 201 AATERW$ SLqMCT 1 �DESKIN FOR USE SYSTEMS. OF ONE T M COMP LIANCE WITH R � STS, PROVIDE 1. NSTRUMENT LATEX 9EAANT, PUTTY AND WRAP sTRM 2 SILICONE FOAMS AND SEALANTS. B. FIRISTHE MA18TOMERIC JOINT SEALANTS: SNORE- COMPONENT, NUT RA {,- CURING , SILICONE SEALANT. PART 3 EXECUTION 3.01 INSTALLATION A REVIIEW T� A� � S HWSNG KURIBDICTKXN AND OBTAIN APPROVAL OF S, SEQUENCE WOE( TO AVOD NEED FOR REMOVAL OF FIRESTOPPIM BY WORK OF OTTER TRADER. Q COMPLY WITH MAMUFACTURERgs INSTRUCTION AND REOOM MENCATOR, SECURELY AM2MOq N9UAITRON WWiTH SAFNKN CLIPS. NBTALL FIRE8TOp8 WITHOUT QAFB CR VODa D. PROTECT. INSPECT AND REPAIR WORK UNTIL ACCEPTANCE �E�T�4N 07900 - J CAI I=RS ,� 6 �1. J �, %l rf PART 1 -GOMM '� PROVIDE ROUGIM CAMIENTRy: LIUN 1 ?00 1. ROOFTOP EQUIPMENT SASES AND SUIPP= 2 WOOD GROUNDS. NAXERS, AND BLOODING, 4. SACKIDPAHEIS, S, REMODEU1110 OF D08TING CARPENTRY AS - NEW CONSTRUf7iTDN,.- •... • . _ ....• 142 SUBMITTALS r __ - -, ��`�rI;� A PRODUCT DATA ' -,� A � t_ ! •, FOR EACH MATER PR DUCT USED. PRODUCT MATERIAL AND OA rA NSTALLAT II N' UC iIONS PRODUCT USED. , N • p S z Y 1 1.03 QUALRYASSIIRANCE A COMPL MAN1FiAC GOERS COMTUR B AND REGULATIONS. PROVIDE PRODUCTS OF ACCEPTABLE WHNCFI HAVE BEEN N SATISFACTORY USE N SIMILAR FOR THREE YEARS. USE ACMANNUF nNmn RU TIOMEL DELIVE HANDLE, AND STORE MATE IN ACCORDANCE WITH S, LUMBER STANDARDS AND GRADE STAMPS: U.B. PRODUCT STANDARD PS 20, AMERICAN SOFTWOOD LIMBER ETANDARD AND NBPECTION AGENCY GRADE STAMPS. C. CONSTRUCTION PANEL OD. APA PRP -10a RDB: PS NN>tl9TRWL PLYWOOD. APIA 1, U.S. PRODUCT STANDARD FOR CONSTRUCCTION AND D' PRESMATNE TREATMENT: AWPAA C2 FOR LUMBER AND AWPA CO FOR PLYWOOD; WATERBORNE MNQ PRESSURE TREATM ENr. PROVIDE FOR WOOD N CONTACT WITH SCE, CONC RASH DAMP RROOFNG AND WATERPROM RETE, A M O NE ROOFING E- FIRE4VARDANT TREATM . AWPA C20 FOR LUMBER AND AWPA C27 FOR PLYWIOO& NONCORROSIVE TYPE. PROVIDE AT B11I DMNO INTERIOR MOM REQUIRED BY CODE PART 2. PRODUCTS 2.011 MATERIALS A O AE NSION LUM M 1. UGHT FRA11N I: STUD, NO.3 OR STANDARD GRADE, 2' SPECIE. ANY MUM OF GRADE NDIC:ATED. a MOISTURE CWTBWR:i9PERCENT. L PLYWOOD NG PANELS: APA C4) PLLIGGED EXPOSURE 1 WITH EXTEMCR BLUE. FIRE RETARDANT C- FRAMBq ANCHORS AND FAS'TENEft NpµCORROgIYE, SUITABLE FOR LOAD AND SCROMARE NOTACCEPTABLE DPOBIIiE DRYWALL PART 3- EXECUTION 341 INSTALLATION A � WA RECOME*01"T1ONS OF NFPA WNUAL FOR HOUSE F M04 NFPA SME X44 AND NFPA NATIONAL DESDN SPECIFICATIONS FOR WOOD L PLYWOO& CoMy WITH RECOMMENDATIONS OF MA DOW AND CONSTRUCTION pEIDE - C. P N�,, SLOC1OD AND GROUNDS WHERE REQUIRED. SET WORK PLUMt& LEVEL AND D. INSTALL MATERIALS AND SYSTEMS N ACCORDANCE WITH MANUFACTURER, MBTRUCTiONS AND APPROVED CO SUBMITT WITH OOTNERMA AND SYSTEMS N PROPER RELATION WITH AWACBNT CONStAtIOTIOM E TR TREA Y TED MART NAIi& � LINO. FASTENING AND WORKING; WITH F. RESTORE DAMAGED COMPONENTS. PROTECT WORK FROM DAMAGE THERMAL & MOISTURE PROTECTION SECTION 07530 - MEMBRANE ROOF PART i - GENERAL 141 SUMMARY A REMODEL "TING ROOFING SYSTEM WHERE CONDUIT OR CABLES EGr THE BUILDING ONTO THE ROOF OR BULDNGAUINM ANTENNAS, AND AS REQUIRED FOR WATERTKINT PERFORMANCE 1.02 SUBMITTALS A PRODUCT DATA SLIM M4ANAUFACTUREn PRODUCT 4ATA AND INSTALLATION 11148TRUCTIONS FOR EACH MATERW. AND PRODUCT USED DETERMNE UL RATING AND FM CL.ARBKFICATIK" OF EXISTING ROOF A PROVIDE MATERIAL AND PRODUCT USED. DETERMINE UL RATING AND FM CL.A4SIFICATKXN OF E ISTNG ROOF AND PROVIDE MATERIALS WHICH COMPLY WITH EXKBTID RATIOS AND CLASSIFICATIONS. B. WA MANfAIN EXISTING WARRANTY F APPLICABLE TAKE NO ACTION WHCN WOULD VOID E ISTNG 1.03 QUAUTYASWRANCE A COMPLY WITH GOVERNING CODES AND REGULATIONS. PROVIDE PRODUCTS OF ACCEPTABLE MANUFACTURER'S WHICH HAVE BEEN N SATMBMACTM USED IN SMMN.AR SERVICE FOR THREE YEARS MM M7ALLERS. DELIVER HANDLE, ND STORE MATE]EMIB N ACCORDANCE WITH PART 2 PRODUCTS 241 MATERWB A. MATERIALS FCR MMUIEL ID 1- GYPSUd BOARD BASE: ASTM C 30, X 2 ABLATION: EXTRUDED POLYSTYRENE OR MNTCHNO EXISTNO I MEMBRANE AND FLASHNGS: MATCH SIRTM 4. SHEET METAL ACCESSORIES: SMACNA AND NRCA RECOMMEMQATIONS S. WALKWAY PROTECTION BOARD: COMPATIBLE wrm MEMBRANE PART 3 EXECUTION 3.01 NSTAIATION A NWWr SUBSTRATE AND REPORT UNSATISFACTORY CONDITIONS N WRITING, SEGINNIINO WORK MEANS ACCEPTANCE OF SUBSTRATE B. COMELY WITH ROOF SYSTEM MANIFACTUREWB 818TRUICTI Ng AND 14AToo; CLEAN, PRIME AND PREPARE SUBSTRATE. C INSTALL AN D WALKWAY PROTECTON OVER AN ADOITi011AL LAYER OF MEMBRANE AT LOCATIONS NDICATED WHERE REQUIRED TO PROVIDE ACCESS TO ROOF MOUNr,,. uasan D. RESTORE OR REPLACE DAMMIE COMppNENM PROTECT WORK FROM SECTION 07810 - FiRE STOPPING PART 1 GENERAL 11.01 SUMMARY A• PROVIDE FPMSTwm AT LOCATIONS REQUIRED By COOS PART1 GENERAL 1,01 SUMMARY A. PROVIDE JONr SEALER13 AT NTERIOR AND EXTERIOR VERTICAL AND HORIZONTALS JOINTS, 142 SUNMNTTA,S A PRODUCT DATA SUBMIT MANIFACRNREPS PRODUCT DATA AD INSTALLATION NSTRUCT04 FOR EACH MATERIAL PRODUCT USED. S, SAMPLE& SUBMIT TWO REPRESENTATIVE SAMPLES OF EACH MATERIAL SPEC NDIOATNG VISUAL CNARACTERISTK S AND FINISH. NMUDE RANGE SAMPLES F ANTK;PATED. 1.03 QUALITY ASSURANCE A COMPLY MiRH OOVERNMNp CODES AID REQUATKINB PROVIDE PRODUCTS OF ACCE A MANUFACITIRER'B WINCH HAVE BEEN N SATISFACTORY USE N SIMILAR PTABLE SERVICE FOR THREE YEARS, A 1F IOI,EDLL HANDLE AND STORE MATERIALS N ACCORDANCE WITH PART2 PRODUCTS 2.01 MATERW.S A SILICONE E ABTOMEMC JOINT SEALANTS: 2 TYPE AND APPLICATION: D GE SLIOONK TREMCO, OR APPROVED EQUAL. REQUIRED FOR APPLICATION �ICaNEg SEALANT AST Con, MODULUS AS PART EXECUTION 341 INSTALLATION A ACCEPTANCE OAF T TTIBFACTORY CONDiTIONg N WRiTNlI BEGINNING WORK VELARS a INSTAL MATERIALS AND SYSTEMS N ACCORDANCE WITH MAN WACi UREn INSTRUCTIONS AND APPROVED SUBMITTALS. INSTALL MATERIALS AND SYSTEMS N PROPER RELATION WITH AQ4ICENT CONSTRUCTION AND A FO COORDNATE WIN WORK OF OTHER SECTIONS. OEM AND PRIME JOINTS, BREAKERS, BACKER RODS AND SEALANT AS RECOMIMENCED BY MANUFACTURERS, C. DEPTH SMALL EQUAL WIDTH UP T010 WIDE; DEPTH SMALL EQUAL 12 WIDTH FOR JOINTS OVER 12• WIDE 0. CURE AND PROTECT SEALANTS AS DIRECTED BY MANUFACTURERS. REPLACE OR RESTORE DAMAGED MA'm B WANADACENT SURFACE$ To RE MOVE SPLLv%E E I V E D CITY OF TUK1 MAY 12 1u05 t "E.RMIT CENTER II�IIIIlllllll1 Iil�l�l I(I 11121111 I�11, ICI 1�3I1�1 I�IIII� 1II.,111� I�LI.III,illl. I�III I I�I�I�I Inch 1/16 I I I I I 5 6 , �� • II�LIII�IIil�lllllllli�lllllllll�lllllllll� IIL�LI_I__ � ' � , ILLILLIIIJ. I_ LLIIIILIII�IIIILIIIi�IiIIIIIfI�LiIIII�IIIIIIIII I III IIIIIIiII�'iiIlIIIIII i , � 11111111111111 TETRA TECH 1* COMMUNICATION SERVICES 10545 WILLOWS RD NE, 0110 REDMOND, WA 98052 (425) 276 -7427 (425) 497 -8029 fax AM"= 10545 WILLOWS ROAD NE 0100 REDMOND, WA 98052 PHONE: (425) 278 -7415 FAX: (425) 278 -7404 TUKWILA WA 0637 -C 15215 52ND AVE. SOUTH SEATTLE, WA 98188 KING COUNTY CURRENT ISSUE DATE: 3 -31 -05 ISSUED FOR: CO NSTRUCTION I d"n 9—P, Ina � CO NE,1. sir'ONe t NO,NKE M IN O, ,,.,, 14201 NE 200th Sv"t S,ib 200 W oodirwAs, WA 98072 PHONE: 425.508.0110 FAX 425.487.1734 EMAIL: rrtq .Cam f EXTEL SITE NO: WA 0637 -C RAWN BY: DRA CHECKED BY: iys SPECIFICATIONS SP -3 SECTION 0611 - STEEL DOORS AND FRAMES r PART 1 GENERAL 1.01 SUMMARY A PROVIDE sTEEL DOORS AND FRAMES 1.02 SUBMITTALS A PRODUCT DATA: SUBMIT MANUFACTURERS PRODUCT DATA AND INSTALLATION INSTRUCTIONS FOR EACH MATERIAL AND PRODUCT USED. 1.03 QUALMASKR44CE A COMPLY WITH DOVER NNG CODES AND REGU 7MNS. PROVIDE PRODUCTS OF ACCEPTABLE �PACTURER'6 WHICH HAVE BEEN IN SATISFACTORY USE IN SUM SERVICE FOR THREE YEARS, MANUFACTURERS INSTRUCTION& T DELIVER. HANDLE AND STORE MATERIALS IN ACCORDANCE WITH THE S. STANDARD& ANgy6MIM RECOMMENDED SPECIFICATIONS FOR STANDARD STEEL DOORS AND FRAMES. C. PERFORMANCE STANDARDS; I. FLARE -RATED ASSEMBLES: NFPA S0, AND ACCEPTABLE TESTIPIGI AGENCY LISTING. 2. SOUN D - RATED ASSEMBLES: AMU E 14M AND ASTM E 314. PART PRODUCTS 2.01 MATERIALS A MMHUFACTUREE W AMWELD BUILDING PRODUCTS, CECO DOOR PRODUCTS, CURRIES CO., MESKER DOOR. STEELCRAFT MWNJFACTURM OR APPROVED EQUAL B. STEEL. DOORS: 1. DOOR TYPE: STANDARD STEEL DOORS WITH HOLLOW oR CoMPosnE CDNg� JCTxft 2 INTERIO DOORS: ANSIDMOO GRADE II. HEAW43UTY, MINIMUM 16 GAUGE (.0368 ACM) 3. FINISH: FACTORY PRIMED AND FIELD P D TFNCK C STEEL FRAMES: I. INTERIOR FRAMES: 0 - MAATERIAL: SHEET STEEL 0. CORNERS: MITERED OR COPED r- TYPE: KNOCK DOWN d THHILKOESS 16 GAUGE (.0666 MxNN) 2 ACCESSORIM- L DOOR SILENCERS FIN 3. FACTORY PLASM H PART 3 EXECUTION 3.01 NSTALLATION A FABRICATE WORK TO BE RAID, NEAT AND FREE FROM SEAMS, DEFECTS, DENTS, WARP, BUCKLE, RS. AND D(POSED FASTENE NSTALL DOORS AND FRAMES IN COMPLIANCE WITH 813L100, NFPA 80, AND REOUw?P► WTS OF AUTHORITIES HAVING JURISDICTION. B. PROVIDE 413) ACO WHERE 1GLUgTMDK'ILy 1TMPED. R(7 W DOORS WITH MINIMUM MINIMUM SM OF 33 (ATM E 90 AND AMU E C. HARDWARE: PREPARE DOORS AND FRAMES TO RECEIVE HARDWARE ON FINAL SCHEDULE, PROVIDE FOR 3 SILENCERS ON MINGLE DOOR FRAMAE3. D. SHOP FMNBH: CLEAN, TREAT AND PRIME PANTALL WORK WITH RUST4*WTION PRIER COMPARABLE WITH FIIISH PAINT SPECIFIED IN DIVISION 9 SECTION E. TCUCH'UP DAMAGED COATINGS AND LEAVE READS/ TO DIVE FINISH PAINTINGS, SECTM $710 - DOOR MARMV RF PART 1 GENERAL I&I SUMMARY A PROVIDE DOOR HARDWARE, 1.42 SUBMITTAL& A PRODUCT DATA. SUBIfTMANUFACTUIWn PROOU,`T DATA AND INSTALLATION INSTRUCTION FOR EACH MATERIAL AND PRODUCT USED 1.03 QUALITYASSURANCE A COMPLY WRAP GOVERNING COON AND REOULATION11L PROVIDE PRODUCTS OF ACCEPTABLE USE IANUFACTURC3IB WHICH HAVE BM N SATISFACTORY USE IN UWAR SERVICE FOR THREE YEARS. NBT T � EL �R. HANDLE. AND STORE MATERIALS IN ACCORDANCE WITH s P a n I U s c t, L rU c c w / O 1 F- 00 n ti I v O ILI / a� x i a� C Q) c Cn C W to C 0 v� a� C O U N O 0 N C 0 V) C 0 v c U 6 S �I c 2 : - F 0 O O N 0 L HARDWARE FOR FN**ATED OPENINGS: NFPA 60. AND LOCAL REQUIREMgnB C. MATERIAL AND APPLICATION: ANSI A156 SERF$ WAN MO& PART 2 PRODUCT'S 101 MATERIALS A DOOR HARDWARE: I. 2. NON�VABLE PINBALL S 3. COMBINATION LOCK WITH THE FOLLOWING FEATURES: (a) NO LESS THAN 5 BUTTONS (a) NO LESS THAN 5 BUTTONS (G) EVEL.TYPE�000RIQIOII (E BYPASS USING . BERT KEY OR L SULAR PROVIDE PWAW FOR BOTH A SIPLU ACCE IN AND OUT A TRILOGY T3 OR EQUAL AND A SUPRA TRAXCM SYSTEM TO TRACK 4. HFJAW4WIGE STAMIESS STEEL FINISH 10' LOCK GUARD. PROVIDE SPECMCS, LE GAUGE AND TYPE OF STEEL 5. A HYDRAULIC L A RUBBER DOORSTOP (NORTON OR EQUAL) PART 3 OMC61M 3.01 INSTALLATION A � & NSTRUC ECG pEp LOCATIONS FOR SLIDER 8 HARDWARE AND HARDWARE B. INSTALL MATERIALS AND SYSTEMS IN ACCORDANCE WITH MANKUFACTUREn INSTRUCTIONS AND APPROVED SUBM "TAL.S. INSTALL MATERIALS AND SYSTEMS IN PROPER RELATION WITH ADJACENT CONSTRUCTION AND WITH UNIFORM APPEARANCE. COORDINATE WITH WORK OF OTHER SECTIONS, C AQRUST OPERATION, CLEAN AND PROTECT. SECTION 09910 - PAINTING PART 14IENERAL 1.01 SUMMARY A PROVIDE PAINTING FOR ANTE IJ& STEEL DOORS AND FRAMES, GYPSUM BOARD WALLS AND CEILMGB. 1.02 SUBMITTALS APROOUCT DATA SUBMIT MMIIIFACRJRER'8 PRODUCT DATA AND MSTALLATION INSTRUCTIONS FOR EACH MATERIAL AND PRODUCT USED. BS AMPLES: SU BMIT TWO REPRESENTATIVE WPM OF EACH MATERIAL SPEGYFEp VARIATION OF CHARACTERISTICS AND FINISH. INCLUDE RANGE SAMPLES P 1.03 QUALITY ASSURANCE A COMPLY WIT GOVERNING COD ES AND REGULATIONS. PROVIDE PRODUCTS OF SERVICE FOR MANUFACMRERS YEARS WHO HAVE BEEN N SATISF ACTORY USE N SHIM AND STORE MATERIALS N ACCORDANCE WITH j�PACJ��� �. S. REGULATONB: COMPLIANCE WITH VOC AND ENVIRONMENTAL REGULATIONS. PART 2- PRODUCTS 201 MATERIAL A "4UFACTURM ICU DEVOE COATN08, KKK" MOORE. PPG. SH E RW N WILLIAMS OR SYSTEK EQUAL, FIRST LINE COMMPRCALO JAL TY PR00 FOR ALL COATING 2.02 PAWSCIEDU.E A GYPSUM DRYWALL WALLS AND CEIUNM ONE COAT LATEX PRIER PLUS ONE COAT LATEX EGOWMI. FNISHL B STEEL DOORS, FRAMES AND FERROUS METALS: ONE COAT RUST-NHINTM PRIER, PLUS ONE COAT AU(YD ENA *L SRI R "k C. ANTENNAS: ONE COAT OF PRIER AND ONE COAT FINISH COAT. PANT AT ANTENNAS SHALL SE NONMETALLIC BASED AND COWAN NO METALLIC PARTICLES. 6UBMII ASDB SHEET TO THE MMM R 'ATNE FOR APPROVAL PROVIDE 00LONB AND PATTERNS AS REQUED TO M UK APPEARANCE OF ANTENNA ON ADIACW BUILDING SURFACES AND ACCEPTABLE TO 7W NEKTEL REPRESENTATIVE PART34XECLn om 301 NSTALLATION A W MEANS ACCEPTANCE UNSATISF S N VISITING BEGINNING COMPLY WITH MANUFACTURERS NSTRUCTION9 AND RE FOR PREPARATION, PRIMING AND COATING WORK COORDINATE WITH WORK OF OTHER MATCH APPROVED M DCK4IPS FOR COLOR, TEXTURE AND PATTERN. RE -COAT OR ADF REMOVE AND REPLACE WORK WHICH DOES NOT MATCH OR SHOWS LOSS OF ESIDN CJ:IW UP. TOUCH UP AND PROTECT WORK. SECTION Maim - RESILIENT FLOORING AND BASE PART 14EIIERAL 1.01 SUMMARY A PROVIDE RESILIENT FLOORING. WALL BASE AND FLOOR PREPARATION. IM SUBMITTALS A PRODUCT DATA SUBMIT MANUFACTURER'S PRODUff DATA AND INSTALLATION I NSTRUCTIONS FOR EACH MIA70K AND PRODUCT USED B. SAMPLES; SUBMIT TWO REPRESENTATIVE SAMPLES OF EACH MATERIAL SPECIFIED VADATION OF F L C Is TID AND FINSH MDLUDE RANGE SAMPLES P 1.03 QUAUTYASSUtM10E A COMPLY WIT GOVERNING G COD AND ACCEPTABLE SERVICE FOR TWWREE YEARS. UBE DM NBTALLERSACTORY IN SOW AND STONE MATERIALS NACCORDANCE WITH MWNUFACTUROM DELIVER DONS. B. POWOM ANCE: FIRE PERFORMANCE WWWO REQUra61T8 of BtUM CODE AND LOCALAUIHOMM PART2AWDUOTS 241 MATERIALS A VINYLCOMPOSITION TILE FLOON 3. VINYL 1212 By 1 ARMSTRONG F IOM. COMPOSITION 1, NDNASBES % CCLASS 1. 4. THICGMESB 3152 NON 6. COLOR: ARMSTRONG 51630 SWELTER W rE, 5. RESIDENT WALL BASE: 1. RUSSER WALL BASE: FS 88#440 TYPE 1. 2. TNNCONEBB: 0.12UN NCNES THMC(. 3. HEIGHT: 4 NCNEB. 4. COLOR ARMSTRONG 60 JET BLACK C. AUX1lIARYMATERWA: 1. LEVELING COMPOUND. 2. WATER - RESSTANTADEWES, LOW )DORL PART 3FXECngN 3L„ INSTALLATION A COMPLY WITH MANUFACTURERS INSTRUCTIONS AND RECOMMENDATIONS. NSTALL IN PROPER RELATION TO ADJACENT WORK, 8. PREPARE SURFACES BY CLEAWA LEVELMG AND RUNG AS RECLINED, TEST FOR BOND BEFORE GENERAL INSTALLATION. LEVEL To 1JB' IN 10' Q LATLE P T T 0 0 " # INSTALL TILE WITH TIGHT XMIS AND WITH ONE-WAY PATTERN. YOUT TO PREVENT LEBO THAN 112 TILE WM D. BRAE: INSTALL BASE AND ACCESSORIES TO MINUM JOMTS. INSTALL BASE WITH JOINTS AS FM FROM CORNERS AS PRACTICAL. E CLEAN, POLISH AND PROTECT. SECTION ORM - GYPSUM BOARD ASSEMBLIES PART IODMIAL 1.01 SUMMARY A PROVIDE GYPSUM BOARD MSEMSLIEB: 1. INTERIOR WALLS, PARTITIONS, AND MIMGS WITH TAPE AND JOINT COMPOUND FNWL 2. STEEL FRAMNO SYSTEMS TO RECEIVE GYPSUM BOARD. 3. INSULATION IN GYPSW BOARD ASSEMBLIESL 4. REMODELING AT EXISTING GYPSUM BOARD CONSTRUCTK*L 6. INSTALLATION OF ACCESS PANELS N GYPSUM BOARD ASSEMBLES. 1.02 SUBMITTALS A PRODUCT OATA SUBMIT AWXIFACTLftn PRODUCT DATA AND INSTALLATION INSTRUC11t1N8 FOR EACH MATERIAL AND PRODUCT USED 1.03 OUAUTYASSURANCE A- A OMPT COMPLY WITH GOVER CODES AND REGULATIONS. PROV PRO DUCTS OF SERVICE FOR TWi ff YEARS. USE p" INSTALLERS. US E IN SUM STORE MATERIALS IN ACCORDANCE WITH MANUFACTURER'S HANDLE. AND B. TOLERANC NOT MO RE THAN 1H$ WCH DIFFERENCE IN TRUE PLANE AT JOINTS SE SE'VISISIE NOT MORE THAN 1AT� F� DE FINISHIIA FROM MW SHALL PLUM Wj LEVEL ND PROPER RELATION 70 ADJACENT SURFACES IN C FIRE RESISTANCE FOR FIRE-RATED ASSEMBLIES; ASTM E 116, 240A RATED. D. PERFORMANCE FIRE STRUCTURAL. AND SEISMIC PERFORMANCE M(EETNG REOINREMENIB OF SUILOW CODE AND LOCAL AUTHORITIES. PART 2-PRODUCTS 2.01 MATERIALS A. MANUFACTURERS OF GYPSUM BOARD: GEEORMA PACM10 COW. NATIONAL GYPSUM 00., UNITED STATE GYPSUM CO., OR APPROVED EQUAL B. MLANUFACnam OF SELL FRABBG AND FURRING: DATE NCOR, DETRICH MDUBTRIES, MARMD WARE. NATIONAL GYPSUM CO., UNMUAW OR APPROVED EQUAL C. MMNUFACflNERS OF ORID AND 8U&M N NONJ SYSTEMS. ARMSTRONG WORLD MDU8TRE8, CNCAW METALLIC, USG INTERIORS, OR APPROVED EQUAL D. GYPSUM BOARD: 1. GYPSUM WALLBOARD FOR TAPE AND JOINT COMPOUND FINISH: ASTM C 36, FNM- RATED, 516 INCA TYPICAL THICKNESS, 2. JOIN TREATMENT: ASTM C 475 AND ASTM C 840, 34XUAT SYSTEM PAPER OR FIBERGLASS TAPE E TRIMACCESSORIES: I. MATERIAL: METAL OR PLASTIC TRLL 2. TYPES: CLMUERSEAD, EDGE TRIM, AND CONTROL JOINTS, F. STEEL FRAMING FOR WAILS AND PARTMOMM. 1. S STANDARD TEEL OTUDS AND MIN ER& AMU C 618„ STEEL STUDS WITH MANUFACTURER'S CORROSION4t"W44T COATING:- A THCKE68: 20 GAUGE (.0320 NOW). B. TYPICAL DEPTHk $a NCH. 2. FURRI G CHW NFL&- AMM C 616 WAIN MIINUFACTUIWM STANDARD CORROSION RESISTANT CCATNG: A THIMESS 25 GAUGE (.0179 NcrO, a DW#43.S, F Z � F FURRNG 0. STEEL FRAM NO FOR SUSPENDED AND FURRED CE L*M 1. FUR RMG CHANNEL& AMU C 64 CHANNELS WITH MANUFACTURERS STANDARD 0 ORR 081 0N41ESISTAMT CDATNG: A. TYPE STANDARD, L THICKNESS: 25 GAUGE (.0179 NCH L HA NOERS AND INSERTS. RECEIVED H. AUXLA '"MA'ERIAL& CITY OF TU KWI LA 1. GYPSUM BOARD SCREWS. AM C 1002. )1 ,, ii 2. FA87ENMG ADWESIVE �'°I �1Y 2 U 3. CONCE&MAO IUSTICAL.SEALANT. C- t 4. MMERM ABS RMA THEL RD SOUND ATTU"TNON BLANIDE* Foi M IT C E f V T E R PART&OMCInpN 3.01 MSTALLATION A NBTALL STEEL FRAMING N COMPLIANCE WITH ASTM C MC INSTALL WRTN TOLERANCES NECESSARY TO PRODUCE SUBSTRATE FOR GYP W BOARD A88dBLIE6 VMH TOLERANCES SPECIFIED. INCLUDE EM C RING FOR ITEMS SUCH AS RALBifiS. GRAB BARS. CASEWORK TOW ACCESSORIES AND SITAR ITEMS. IL INSTALL GY BCWi FOR TAPE AND MCAT JO N MT COM POUND FIN ISH N THEAPPLiCATMANDFUSHINGOMPOWBOARD INSTALLGYPSUMOCARD D ES TRUE, PLUS, LEVEL AND IN PROPER RELATION TO ADJACENT C. PROVIDE FIRE-RATED SYSTEMS WHERE INDICATED AND WHERE REQUIRED BY AUTHORITIES HAVING JURISDICTION, D. INSTALL BOARS VERTICALLY. DO NDTALLOW BUTT- TOWTT JOINTS THAT DO NOT FALL OVER FRAMING MMBSER6. E WHERE NEW PARTITIONS MEET WSTMG CONSTRUCTION, REMOVE BUSTING CORNERSEADS TO PROVIDE A SMOOTH TRANSITION. F. PROV INSULATION FULL WJGH T' AND THNCOE88 IN PARTITIONS AT CONFERENCE ROOMIB, TIDE OM ROOMS, BETWEEN DIFFERENT OCCUPANCIES, AND WHERE REQUIRED. O. PROVIDE ACOUSTICAL SEALANT AT LOTH FACES AT TOP AND BOTTOM RUNNER TRACKS, WALL PERIMETERS, OPONr08, EXPANSION AND CONTROL ,OATS. K INSTALL TRIM IN STRICT COMPLIANCE WITH MANUFACTURER-S INSTR UCTIONS AND RECCAMENDATKUMS. I. REPAIR SURFACE DEFECTS. LEAVE READY FOR FINISH PAWN I� , . 2 II�LII�H 1 I „'�III� Inch ' 1116 J •• 3 k ] 7�y) ✓ 1 � � Vuae 9W+l1�'W �m sl 8 L s SPE CIAL, GONSTRl1CTI1N 8E_CTION 13124 - SHE 7ERIE PART GENERAL 1.01 MAIN ARY A INSTALL PREeMMERED SWELTERBJEN LOSUREB Fl"W*D By NE7(TM WORK INCLUDES COOROMIATION WITH NEXTEL FOR DELIVERY, CRANE AND MATERIAL HANDLING EOIME pNT FOR RUM ING 8H9. ENCLOSURE FROM TRACK AND INSTALLATION 1.02 SUNMITTALS A A8 MT DOCUMENTATION: PROVIDE THE FOLLOWING FINAL DOCUMENTATION UPON COMPLETION. ORAWNGS, PARTS UST, MA PROCIDURE8 AND SCHEDULES, AND 07MM DOMWWATION SHALL BE PROVIDED N STANDARD BINDERS, 1. ONE SET OF ABBUI.T' DRAWWMGS AND PART L16T. 2. OPERATION AND LAIIRITENANCE MANUAL. 1.03 QUAUTYASSURANCE A STAMOARD6 PROPER ENGIEERNG AND SAFETY PRACTKE6 SHALL BE UPLOYED THROUGHOUT THE ASSEMBLY AND ERECTION OF THE SYSTEMS AND EQUIPMENT, AND, AS A MMMMILN, SHALL ALL OSHA REGULATIONS AND STANDARDS WITH REGARD TO SAFETY. B- PROTECTION OF �TAKEAL REASONABLE ASONE AND NECESSARY STEPS TO PROTECT ALL PROPERTY MMING THE E T. ASSUME FULL LIABILITY FOR ANY DAMAGE Ep' A � O�g� CP SYSTEMS C. TOOLS ANA EQUPMENT: MAINTAIN EQU4FI IW AND TOOLS USED FOR INSTALLATION, PROPERLY CAU AND THE R SM2F AND U P ORM THE WORK A CERTIFIED L� ATED AKE FOR EACH NN OF NOT MOR APPROP E THAN IATE 6 MONTH OLD G BFHµJ AN BE TO AYAl TRANSIT 1.04 DIMIM y, STORAGE AND HHANDLMq A NEXT WILL P AY FOR DELIVERY OF SHM.TERIIENCLOSM TO SITE FRONDED NORMAL ACCESS FOR DElN6ry TO BITES WfTM BHMII SE RESPO WILE TO COORDINATE AND PAY FOR ROADS, OR WITH MIDDY ACCESS SUCH AS MOUITAN TOPS, SREB WITH S I ACCESS MANUFACnJRL�rb CONDITIONS, LMLOAD, HANDLE AND STOLE MATERIALS N ACCORDANCE WITH INSTRUCTIONS AND TO PREVENT DAMAGE OR RACK a 146 COORDWTM A COORDINATE OBENSIONB WITH FOUNDATION TO ENSURE PROPER COORDINATION AND PLACEMENT COORDWTE GLEE AND LOCATION OF ANCHORS AND INSERTS, PART2 PRODUCTS 241 MATERWJ; A SHELTE (ENCLOSURES: REFER TO THE DRAWINGS. SHELTER MAY BE CUSTMMAOE FOR SITE OF MOTIONS OR IN CONFORMANCE WITH NE MS NATIONAL SWELTER SPECIFICATIONS AT THE TIME B. CONNECT GROUNDING, ELECTRICAL AND ALARM SYSTEMS AS INDICATED. PART 3 EXECUTION 3.01 PRE-INSPECTION A VERIFY LOCATIONS ARE SUITABLE FOR NSTALLATIOK WASURE ENTS NOT COMPLYING WITH THE E S T A BLISHED TE NEXTEL SEWATTMEW VARNTIOHB FROM THE DRAYYING9 SHALL BE REPORTED IMMEdATELY 3.02 INSTALLATION A NSTALL MATERIALS AND SYSTEMS N ACCORDANCE WITH MANUFACTtM" INSTRUCTIONS AND APPS WITH ALL MATERIAL AND IN ROPER RELATION WITH MA%CENT CONSTRUCTION AND APPEARANCE COORDMATE WITH WORK OF OTHER SECTIONS. ;3ECTTHDMI 1�12l5 T R Iler.� mm - PART I GENERAL 1.01 SUAIWRy A INSTALL TOWERS TIONS FURNISHM BY HEX1Ti N STRICTAL;CORMN(E WITH THE AWRJFAC� 1.02 SUBMITTALS A AB4ULT8 DOCUM PROVIDE THE FOLLOWING FINAL DOCUWNTATHON UPON COMPLIEMk S♦ ALLL BEEPPROVDED LIST, ST�BMDERSS A • AND OTHER DOCUMENTATION 2. I. OPERATION AND MA;E � PARTS LIST. 1.031 QLAUTYASSUVIAUCE A STANDAPM&-nnamwmu.r... A MNN UM SHWLALL OSHA REGlLAT10NB AND ST rANDAROe W HE SMM AND • AND. AS L FM APPROVAL& TWE TO SAFETY. PRIOR TO TOWER SHALL VERIFY REVIEW NE IM4MEDVIDED FM APPROVALS C. PROTECTION OF PROPERTY; TAKE ALL REASONABLE AND NECESSARY y 6TEL6 TO PROTECT ALL OF TOWEFt ASSUME FULL �� AND OTFPJL6 DURMG TI# ORNERY. ASSEMBLY AND ERECTION tLABLNTY FOR ANY cAUeED 1n SUCH PROPERTY. D AN EOUMIAEMT MD TOOLS USED TO ERECT THE TO WER, P ROPERLY To PUIFORM THE WORK A CERTIFIED EREC�TNG�THE REPORT TOWEIL T M0 6 MONTHS OLD Lk QUANTITY A AL PON TRANSIT wd E F. G. READY FOR USE TOWER AND ACCESSORIES, WHEN FMiSHHED, SHALL BE COMPLETE IN EVERY AND READY FOR USE INTENDED. j CCCTTT 1.04 DELIVERY, STORAGE AND HAHDLNIG A VEFMaEg Y BW LLREg�PROVIDED NORMIAI ACCE98 FOR SHIPPING WITH DIFFICULT ACCLEgS SUCH AS MoUMITAN PONg COORDINATE AND PAY FOR ORN ERY TO SITES a : , S ITES CONDITIONS. UNLOAD, HANDLE. AND STORE MATERIALS N WITH STM ACCESS WITH MIMIUF ' OR WITH MUDDY INSTRUCTIONS AND TO PREVENT DAMAGE OR RACIONM ACTURiER 8 1111111 �i 1 z wo lll'ii�I����IIII IIIIIIIIIIII TETRA TECH 1* COMMUNICATION SERVICES 10545 WILLOWS RD NE, 0110 REDMOND, WA 96052 (425) 278-7427 (425) 497 -8029 fax AMMU 10545 WILLOWS ROAD NE 0100 REDMOND, WA 98052 PHONE: (425) 278-7415 FAX: (425) 278 -7404 TUKWILA WA 0637 -C 15215 52ND AVE. SOUTH SEATTLE, WA 98188 KING COUNTY CURRENT ISSUE DATE: 3 -31 -05 ISSUED FOR: CONSTRUCTION DESIGN TEAM: I d"n Group. ft -• ■ OO. EAS OO.. 14201 NE 200th SARK Sub 200 wooatnwr.. YV A 98M PHONE: 425.500.0110 FAX: 423.407.1734 EMAIL: rrmftwnopimmd&d.6W NEXTEL SITE NO: WA 0637 -C DRAWN BY: DR,A CHECKED BY: JYS 1 -28-05 1 PRELIM CD 1 7142-00 SP� ^1iJ GIF ICATI SP -4 jb I" PROPER TOWER OBSTRUCTION AND GREEK GPS L STANDARDS WITH REGARD TO SAFETY COAXIAL CABLE RO toe COORDINATION A VERIFY AND COORDINATE ANTENNA AT>Ml1TfISD CO, TYPE PER SECTOR, DOWWNTa m. RADIATION CENTER AND T. GROUNDING KITS SMALL USE A SOLID GROUND STRAP WITH AN EXPANSION.IONT. GROUNDING WIRE SECTORS TO � ANTENNAS. N SOME CASES. THE WK INSTALLATION WILL BE WITH ON AN COLOR COONS COORDMMED A WI7 N NFIWROM REPORT Ally DISCREPANCIES TO SHALL BE M8 AWO JACKETED SEVEN STRAND To A FUTURE CONIFKA AT1oN CONTAI MNG PANEL ANTENNA& THE TOWER SHALL BE AND USE GALVANICALLY COMPATIBLE METALS TO NEXTB N WWRITING MMAEDH r . TED HAARDWARE STTAI ESSS STEEi a ATE �C OQATE THE FUTi RE COWMMTIpN 0. sTAPDARD6 PROPER ENENGINEERING ENGINEERING O MD SAFETY PRACTICES SWILL BE EMPLOYED TMIOIIOHOUT THE e NEXT NERY RO D ITE AL L NE T THE CONTRACTOR B RESP0 FOR T2•HROl1R. NO AND PREVENT VIBRATION LOO AM GROUND KIM SHALL BE CONNECTED T CAKES N A� BE RE E FOR ERECTING THE TONER TO THE PROPER A BL Y AFD ERECTION OF TIE SYSTEM PR EQUIPME 04 ALL AS A EMPLOYED T ROUG ALL TH E 1>BiVETRr TO SITE ALL NEXTEL FURNIBlIED LITERALS THE CONTRACTOR SMALL B ' t�pc RP AND ApcoROANC MN E WITH NUFACruaERS NNSTRl1OTTptBL GROUND LU08 MAY BE REPLACED WHEN T AND MATERIALS SHALL BE RETURNED TO THE APPLICABLE WAREHOUSE WITH AN TMIT T}E i-DEGREE PLWOR•AANB. THE CONTRACTOR SMALL CONFIRM THE AZIMUTHS REOULATNONS AND . ' TETRA TEC H eAIENfORYIq ALL of THE PULL TAO ITEMS BtPORE LEAVING THE WAREHOUSE ALL EXISTING STRUCTURAL BOLTS ARE LARGER N DIA EiRI ORIENTATION OF EACH SECTOR MATCHES THAT SPECWED N THE CONTRACT B. PROTECTION OF PROPERTY: TAKE ALL REASONABLE AND NE INVENTORY INVENTORY SHEET. E: LABELINNUG COAXIAL CABLES ALL COAIOA SHALL T IDENTIFIED WITH C OLORED, W A LL LOC A TI ONS PROPERTY OF NEXTEL THE S STOPS TO PROTECT COMMUNICATION PART 2 PRODUCTS TAPE D A MINIMUM OF ALL cO BOTH SIDES B. BOLTS AND BOLTED Cp�CT10Nd LANDOWNER F MD DINERS DURING DAMAGE ABLY AND ERECTION SERVICES WHERE THE CABLE PENETRATES Wes' CEELM OR FLOOR, LABEL COAXIAL CABLES ACCpgplq TO � �a� AND EQUIPME ASSUME FULL LIABILITY FOR ANY DAMAGE LAUDED 70 SUCH PROPERTY. 201 MA1FJtIALS MOTOROIA'8 STANDARDd 1. TYPE Of�R• �Tg l N ASS OF 11iE TOWER WILL BE FII BY THE 0. TREAED 81/ T► ALL PE RSONNEL CABLE 1 C� �L BE FACTORY CERTIFIED 45 WILLOWS RD NE, #110 AID 105 l TOWNL e OKINIGID OT FROMTFEROPANTNCEPOINT REDMOND, WA 98052 AAl�IZMIOROWWIVE ANTENNAS: REFER TO THE DRAWINS FOR TYPES AND QUANTITIES THE ANTENNAS STANDING N THE CENTER OF THE TOWEL LOOKIq OUT. SECTORED STIES WITH TWO PANEL 2 DEVICES ALL BOUT CpNECTONB SHAH BE MADE D. TOOLS AND EQUIPMENT ANIRAN ANTENNAS PER SECTION ANT BABE RED AND GREEN (ROOM' RE LEFT) AIRENIA CODING BE M<ANl1FACTENiFRS ASSEMBLY DRAWRIGSI ACCORDING T THE EQUIPMENT AND TOOLS USED FOR MrBTALEA110N, PROPERRTy (425) 278-7427 A STANDARD ANTENNA, NT8 FOR AN OMNI gLiE A S MIiTHI THREE PAIR IWTENNAB PER SECTOR WILL U� R® BLUE AN GREEN RIGHT, M04UW a SOL•TED C INNN<prgNq BO ASS SMALL LY BE INSTALLE TESTED ACCOMPANIED A PAL NUT L.WaNG DEVX CALIBRATED AND OF THE APPIROpRyL1E 8LM AND QUA TO p THE WORK A CERTMED (425) 497-8029 fax AND U91% SECTORED STIES WITH FOUR PANEL ANTENNNB PER SECTOR WI L USE �, WHITE, BLUE MANUFACTURER'S ERECTION DRAWINGS AND TI ACCORDINNG T THE TOWER IB NN NOT MORE THAN a MONTHS OLD SHILL BE AVArABIE FOR EACH TNRAIrsLT F. CA N EBTS BITE: LINES ARE TO BE CoIOR4XM YELLOW. 4. HELD DRILLING AND WELD 'FIELD oR REAMI OF MOLES OF ANY TOWER CAKE NBTALLATK* 8lALL NOT BE PERMITTED UNLESS APPROVED By THE TOWER MANUFACTURER COMPONENTS IL DI E CREW LEADER EOPEREHICE THE CONTRACTOR SWILL USE A CREW LEADER M1VN0 AT LEAST THREE 1. ESMN OMAN: LOCA70 PER PROJECT REgUB�1ENTS, M � TOWER MIEABERB OF EARS ACTIJRER N WRITING PRIOR TO Y E)�NM3E N THE INSTALLATION OF 0004100 Wk ANTENNA SYS AVIV MICROWAVE ANTENNAS 2 MICROWAVE: ON PERFORMANCE SID Typo LOCATED PER PROJECT REQUMREiBlTS, 1. CABLE INSTALLATION SMALL PLANNED TO ENBINRE TINT THE N pROpgKy � � AN17ED SIIRFACEBt GA LVANIZED CT FR SMALL REPLACED BY THE TOILER AND ALL ASSOCIATED CABLING AND EQUIPMENT. . a OPS LOCATED ON THE SOIRH BIDE OF OBSTRUCTIONS N A NFATANN ORDERLY SYM AN MANNER AVOID TWHD C. PRO TECTION OF GALV F. READY FOR LASE: ANTENNAS, AIpLM�tS, CAKE WAVEGUIDE AND , 10545 WILLOWS ROAD NE #100 C. SECTORED EBTS SITE THE TOWER FACE AND WAVEOIIIDE RACEWAYS SECURE CABLE AT LEASE 1 F�T� ERECTION OF THE TOWED SURF DtN RN40 DBIVERY, 8HiA1L BE COMPLETE N EVERY FOMISF�, CONNECTIONS 1H�NT cABIE WEIGHT IS EglNir D18TREUTEDAND NO STRAIN 15 PLACED ON FORM DOES OCCUR TO 1►E GAL N ANY RESPECT AND READY FOUR USE NTT]DED. REDMOND, WA 98052 I. E9MR PANEL- LOCATED PER PROJECT REQI1h9EMS. 2 INSPECT CAKE PRIOR TO USE FOR SHIPPING DAMAGE, NOTIFY THE NEXTEL REPRESENTATIVE. OALVANNZNG PANT SHALL BE 1.04 DELIVERY. STORAGE A 1H9� TO REMEDY THE DAMAGED SURFACE AS PER ASTM A TOO COLD• HD HANDLING PHONE: (425) 278.7415 2 MICROWAVE: ►SOAP PE SOUTH AN SIDE TYPE. LOCATED MEtim ANY CABLE ENDS CUT SMALL BE COVERED TO PROTECT THEM FROM WEATHER AND ENTRY of D. VERTICAL A FAX: (425) 278 7404 a CPS LOCATED ON THE SOUTH SIX OCATED PER PROJECT REQUR OF OBSTRUCTIONe. FOR r MATTEL F USING SULK CAKE, FIELD ATTACH ANTENNA MIOHBENT ERECTAND PLUMB TONER TO � UNLOAD. HANDLE, AND STORE MATERIALS N ACCORDANCE WiTH MANUFACTURERS D. IAOlNNT8 a HOIST CABLE USING PROPER HOISTI G GRPS, HOST SLOWLY AND �� e�ORE �� EXCEED THE THE IMMONJIM MgWA DEVIATION OF THE TOWERS M&M AM FROM TRUE y� SWILL NOT INSTRUCTIONS � � P�� DAMAGE OR RACKIq AND SHOW WHEN CAKE AROUND TOWER CAREFULLY. PREVENT KINKING MENDED TOLERANCE'S. TU KWI LA 1. BALLAST MOUNT S FOR ROOFTOP APPLICATIONS SHALL BE POW I VALMONT PART NNO. 9047 BED CABLE SLOWLY AT THE MAXIMUM E. TEMPORARY U"NG: THE 1X" OR APPROVED EQUAL CAFE �BH3ND RADIUS OONBIBTENR WITH GOOD NSTALLATION PRACTICE. Avow Low MNUMUM TEMPORARY CONTRACTOR SHILL BE RESPONSIBLE FOR F1IRINISMMNO iC 2 FAPADEi1'MOl1M DSEPARA POWER AND DESTRUCTION LIGHTING N ACCORDANCE WITH FAA PUBLICATION ACM 1 740. WA 0637 -C a NIXATED oO N THE DRAWINGS, F. W'"" � MOUNTING, �S G CABLE CC1�cTK)NB LINE ONLY CAKE CONNECTORS RECOMMENDED By THE CABLE MANUFACTURER MANUFACTURER F. TOWER OBSTRUCTION LIGHTING AND ��; 15215 52ND AVE. SOUTH u • SYSTEM CONNECTORS N THE RANGE OF NO TO ION MMt SMALL Be 7/19' DIN TYPE. INSTALL I. LOWER OBSTRUCTgN LIGHTINNG e A C T GROUi4o1r4p SYSTEM AS UNCOATED ON THE BrTE CLANS ANO As NN>1CATED N SECTION ALL EXTERIOR ILAHIIfAL.•TRIRER'8 ' CIO SHOULD BE TNIITBVEp T 1a N�9 FM REON UG WSJ BE p R G ODWOOMM To SEATTLE, WA 98188 HRALL BE WEAIINR CROONED tBNWOG vai DART 3 EXECUTION ALA WiRI MM jjP � S SMALL BE INSTALLED N STRICT M REPRESENT ARM C IS THE MlAT10N OF 811CM EQLIPIENi CONTRO S AND ALL ASSOCATED WIF NH AID KING COUNTY ny OF THE M GaoUDNG AND aRNROE AND WINING NOT SUPPLIED By E VEND" CAKING 601 PRE 1SPECTi NI INiM!®� UPON ENTERING THE BU UM. ALL M MAN WOM LNEB, IT WILL BE THE CONTRACTORS R To COORDiMTE BUlPPI r of HIS MATElBMB WITH TR�GROLIND sTiALLEp�' T ��'T CURRENT ISSUE DATE: a A VERIFY LOCATIONS ARE SUITABLE FOR M BTALIATKN R MUST B WCA� AT LEAST2IN FES FROM ANY ANCILiARy N � T PA 2. INSTALL eXM% NT CONTROLS Ny fj TO TAKISMMED TOLERANCES AND ANr vARATIOfM! FROM rMM S g BE �� B eAEdATELY T RANH OM N THE EVENT OF A Ud{TWO STMM � r CAKE TRAYS, To 7400, LIO THE W�MJpACTUtEi'8 � WITH FAA PUB ICATION ACYOI L FED TEST 3 - 31 -05 6 q TO THE NIEX1B REPTEBFMATNE NO FOR OWER H1TW CONNTROLS�_ NOHf� � DRAWNOB AIO aH'ECIPICA170WB 02 INSTALLATION AMBNNAS AND CAKE eraTTaLA (Soo 1000 WA R P"OTCELBOTM SHAL I MOUNT® ISSUED FOR: ne1k T NOIMNATED ON THE SHELTER DRAWING 1. THE TEST OB ECTVEd TO EBUIE FIT OF FIELD NBTALL ® VEOIIIDE THE AND FACE N A NORT DNECTION CONSTRUCTION A ANTENNA MOINNTINO REpUNtdIBNTB T THE JOB SPECPICATIONB FOR SITE aPE{NFIC ANTE" AND ANTEN AS HAVE BEEN PROPERLY NSTALLED ANN THAT•IED� LOU 3. UNLESS OTHERWISE RECOMMENDED DED BY THE EQUIPMENT MANUFACTURER c MOUNTING DETALB SUCH AS RADNTION CEIfERLMfS, AZIMUTHS AID AN4TENN4A MOINR DEa1GNS B ACHIEVED; TO ElNa W THAT THE EXPECTED INSERTION 1035 POWOHMANCE IS ALL EXTERIOR OBSTRUCTION UGHTNG WIRING SMALL BE ROIrtED AND CAKE 'PORT PROVIDE L1410LTB AND BRACKENS TO FASTEN ANTBNAS TO SiDE ARMS ON PPE MOINNTS ALL MOUNT 2 TEST INSIDE GALVANIZED ROD METAL OONDUNT AND CMTALUM A ON 900ML F BNUM WnIRMLY FASTEN rT AfD FNRDWANE SMALL BE HOT DPP®QAW T M CABLE MMM LOSS CUM T (NOP MD BOTTOM Jl1MMOX CAKE NSER,TM ALL COMM TO THE MWEIIR AND WAVED ODE BRIDGE USING GAL VMI�D C LAMPS DESIGN TEAM: C ALL ANTEN4A NSTALlAT10NB SWILL CONFORM WKTM THE LOSS • LOSS HAW MEET OR BE LEGS THAN THE MANUFACTURER'S PUBLISHED W RESISTANT CARL" SMALL BE FASTENED TO THE TOWER PER LIGHTING MAKFA SMALL ROUTE Wr&a THROUGH O THE W AVE 1. am AHRENNAE OLIN SYSTEM RETINA LOSS ALL CAKES SMALL BE TERM 0004170 M IZ ALL ANiEN1ASS RE DATKONB• ONE OF THE CABLE ENTRY PORTS TO THE _/ ANTTSNAS 8NALL BE IIOINNTEO WITH THE TP ON A 0 FOOT LONG SDE ALL ANTENNAS MUST MEET A RE BETWEEN ECM ED ON THE EBTB W 1038 OF 14 dB OR ORKSHE ET. ALL INSERTION 1088 SMALL OBSTRUCTION LIOFITING PANEL INSIDE THE %aTEFL ARM ORENDNKG AS FAR A8 P0881KE FROM THE TOWER MAST T MNMQE THE EFFECT MEET OR BE LESS THAN THAT BN,IFCRKSFE -° PATTERN UPON THE 3 TEST REFER TO THE DRAWWNiG3 FOR EXACT P081T10i4ING OF THE SIDE ARIAS AND EQIIIPAENT THE MNMUM TEST EQIPMENT 8MY.1. NN(XUDE: SWEN'T•aWiEpIIENCy SCAUR 0. WAVE•(GINDE MIDGE: 2 P.ANFEANTENNAS: II BE FASTENED TO TFIE HEJID FRAME SMALL NETWORK AMALY�R SY8T13d BIHNAL SEPARATION DEVI E WiTH A i BETTER TINAN THE HIGHEST RETRIRN LOS8 R B REQUNREp T DNECTRYiN OF AT LEAST 40 dB 1. THE CONTRACTOR IS j { } t ` f _ I he VERTICAL PIPE MOUNTS ON THE d■lI9n group, PLO TIER WILL AL80 BE REQUIRED TO RECORD A PERMVNENT bF AKE PPoiITER RESPCH9IBLE FOR PWA UW A WAVEWM BRIDGE AND SUN'PCRT P08T8 v SIIP WITH THE TOWER. ADJUST WE TIO MOUNTS W NELE88ARy ON THE OR AND N9ERTIOW LpSB MEASURED RETURN LOSS BETWEEN THE SHELTER AND THE TOWER AT NO POINT OU IDE BRKM STRUCTURE DESIGNED SECTOR TENNA ,AME T PROVIDE 12 FT. OF S SPACED SEPARATION BETWEEN THE &M& H MOST LOCATION A T8E DOMAIN REFLEpTOME7ER (TOR) FOR FAINT BE MECHANICALLY CONNECTED TO THE r } + r PANEL A INSURE THA THE SE C TO RS SPACED AT A ION FEET AWAY FROM THE 1. TEST DO:l1 ALL 1E8T8 MAllBT BE LOCOED AND DATND. SWEEP CEPT �`N MANGERS AND ACCOMMODATE AA MNIMUM OR WAVEOIIDE SENIMM •�`� "" i t 1 l' $ l �` E i �o , N i e �� N�o E THE DRAWINGS. FEADFRAME TO ACHIEVE THE ON THE RADIATION PATTERNS. RECORDED AND DATED, j N Me"M d RARE MAST OR LOWER TFE CORRECT RADIATION AC TCOPY REMAIN AT THE 8ITE AND ONE �Tp T DATA MUST 8E PLACED N BNpE ONE 2 EACH TER ! FALL BE VERTICALLY µp t BIOIN[ER THE NEXTEL REPRESEMATIVE FOR 8Y81T]l HHORIZO TALLY ALIGNED WITH THE CAKE ENTRY PORTS N a QUALITY CONTROL: REVIEW THE LOCATION AND ORIENTATION OF ALL ANTONAB PRIOR T T ��T� TAN THE FOLLOWNH DATA FOR EACH ANTENNA TESTED IIBERTiON � � FOTOTAL A Iw OF 14� TEN OWE OF HOLDING 4 RIMS OF I-n NCH C AXIAL � F :F:: " F'. 'w OHAI LOAD, BWEGEP AIEAffiJR jNTg, RETURN L038 INTO ANTENNA COAXIAL CAKE THE COVER SM BE ALIGNED TO ALLOW r ^ ' 14201 NE 2001b Sir"t Su ft 2DO i A NO T AND PATH ORIENTATION. ANY ANTENNA$, MOUNTS, OR R TH TOWERS MOUNTING LOCATIONS ACCESS TO THE CABLING AM NAPE OF SUFFI:ENT WIDTH AMD ONANOM TO PREVENT wbodirnilM, vuA geo72 v THAT IM NOT PERMIT MOUNTING AND ORIENTATION Of ANTENNAS PER THE JOB SPECIFICATIONS OR a SWEEP NEST REO11 115 AND HAND TOO B THE CABLE TFE EMNiE T MIGHT OTHERWISE W AUSO i TB NUTS OR 7 o ANTEIBNII MANUFACTRNR[RS WWIBTIEN MOINATI G MMUCT101a SWILL BE eROXGM T 11f PROCEDU REE STRUCTURE, NCUANG SMALL IN RKGD f I {� f /� PHONE: 425.509.0110 FAX(; 425.467.1734 ATTENTION Of THEALLAST MOUNTS IN AC NE DAN W 13Y. PRFIIENT CAKE DAMAGE C1US®BY MOVEMENT OF THE COVER SMALL CONTINUE TO � AJ � J I `( � `T 2005 EMAIL: mgtliwn0 g4.mm q; 4. BALLAST NWXOINT: INSTALL BALLAST MOUNTS N ACCORDANCE WITH MANRIFACTLIREi'S SPECN<ICATIOM 1• ALLOW TEST EQUIPMENT T WAR" PER MAANNlFACTUIRER'8 iICl1 WITHIN 2 ACHES OF SMELTER WALL AND WAVCiMUIDE LADDER MNUTES SPEC TANS OR A MAINIMl1MA OF 30 a WAV BRIDGE POSTS MALL N FABRICATED OF 3 NTS BRIINCH SCHEDULE 4o GALVAAM STS C) B COAXIAL AND WNVEOIIDE CABLES 2. CMWATE EQUIPMENT PER W"AC1UEIC8 NEC*ICATV& NCLUDE ANY TEST CAKES AND = SHALL BE NGTALI ®A MINIMUM OF 3 FEET S AGES 1. WAVEGIDELADDER PEONADAPfOEl18TENTWOULDBEUSED CAPPED WITH STEELPI MAXIMUM py, E POST NEXTEL SITE NO: c AALLLL MTTICE TOWERS ONLY: EGUID LIl A LADDERS BASEBOARD CARE T TOWER, A. � �s RERAN LOSS PLOT OF YOUR SO d" TEST LOAD. REQUIRED 4. WA HCRmO U MAL SEPARATION BETWEEN P06M SMALL BE CA�� ►BCROwAVEwAUEOIIOECAKE , yO,WNM �VSN�) eFEErpNCeREIe _ WA 0637 -C LADDERS. DM l CABLES %yy�, SHALL BE MOUNTED ON EITHER SEE OF A TOWER LEG B BRA TED SHORT ' LOBS VEGUDE CAL BRIDGE MATERIAL 8HA11 BE MoMLI1pLS' ORIH+ STRUT" 10 DIAMOND PLMl1I 24 INCHES AND LOCATED ADM THE WIAVEOl1IDE IMIIDIE THE RUNGS ON THE WAVEGUDE LADDERS SWILL BE SHOULD BE AWM OPEN AS REQUIIR� BY EOIPMENT. CHECK ONLY PLOTS a yWAy PART NUMBER IOM4OR APPROVED EQU& MAMA MAXBRIM OF 4 FEETAPART. MOINiAALIZ®, RETINA LOBS PLOT SFIOIN D BE A STRAIGHT LINE BFNLL BE HOT DP QALVANNZEp AND CONIECTID N AN WAVMOUIDE BUDGIE: A WAVMM BRD 0 WWBL BE INSTALLED C VERN°Y OINEC IOMAL. COUPLER PORT TO PORT MTOUTION a 30BL. ELECTRICALLY CONTINUOUS FASHION PER THE MANUFACTURERS REOOi<llElplW (� DRA SMELTER TO SUPPORT ALL BET THE TOWER AID THE PENETRATION OR SAW CUTS TO QALVAB4 ®METH SMALL BE TREATED WITH TT OOW1T 8 � 4 i - R R..I w. i +� DRAWN BY: P CHEC CABLES ON THE WAVCiKJDEE MfD(GE p ApgLp ATOP THEBASE a A IE6RTOIl LOBS WITH a OF A ZINC RICH COLD GAL vANQINp PANTAS PEl ASTMA 790 STANDARDS ° KED BY: eP % ��ICAT O48 TMIE WMVHKIDE At.001RQANCE WiFM MANUFAC'RNRB s / vERTHrAI amE 1 �IpmwN N 11� T GROUND THE W DE SRDGE sTRUCTURE A$ SPECIFIED N "9 f , : r• 1-. - JY a J t ° ^ 1 ( S BiIDDE NBTALL N) ( ' A ` , W9 m a FASTENNi CABLES: WMAVEONpE Mp OMWAL CABLE L� �L BE RANG ON TM E TOYER 2� HRmONTAL BOW BOO7o MMK,o MIHdDMSION (06) IB SWEPT 1 GHHr<TO2 GMHh 9 t I USBO PROPERTY a= SPLIT TYPE, LAM UP HOSTING BOCKB AT mam TO EACH LIKE i OR AT MW0 AN D MIN PEI1K6 ( K GUYED TOWERS LICENSURE: 200 P@T. ALL CABLE BLNLL BE PESAHENTLY FASTENED TO THE TOWER UNGA HDBTM SOCK B. CWTANCE TO FAULT WiTH F�DN LOAD. AT THE TOP OF THE MAIM UME BTANLESB STEEL 3iIAr N TYPE CABLE MINDERS AT EACH t VERTICAL acALE 10 dIAWISITN 1. GUY RAOM UNLESS OTHERWISE NOTED ON THE THE GUV RADMB SHALL BE 110 PK W. O UM A M LADDER lBNNG tA1TICE TOW61$ OIL DO NOT ORAL MOLES N TOWER MEMBERS, (N MIILL VI1RV /ICOOHIDNB TO RAN! LENGTH. SET flE TEST T CF THE TOWER TD MN ADIUS { HALL pRAyWNOa �' F WA U 3 T 9RLIOE�THAT THERE BIND ITR�AN ON A �TOATT C CAKIq TD AT OAT LONOEI! THAN DOCUMENTEID OR MEASURED COAX LENGTH, 2. ERECTION SEQUENCE COMPLY WITH TOWER MANUF 0 1. JUPEIIa DIM: TO CAME WIEpM{T, MAIIINIBATALL PENNINE, OONNEOTORS IDENTIFIED By MARKERS ACTURERS ERECTTION DRAWINGS AND JUMPERS BETWEEN TIIE FBA LIES AND OR TOWER 10P AMPLI�RS SHALL C. FIETUIW LAOae FOR FNDLIE AiD FULL BYSTEMI 3 MCOIMERCNL POWER LNE8 AT NO POINT N TBE SMALL GWB OR TEiPORARY fGLIYS CONSIST OF 1i2 NCH FOAM DELECTRIC OUR-0OOR RATS COAXAL CAME DO NOT USE 1 VERTICAL SCALE a MIDMIISION (SOON P T OPS B FEEOLIIE ONLY) BE ERCCTTD ABOVE OR BELOW AT NO G OVERHEAD Cl) CONNEC lX SECURE JIMYPBIB TO THE eNDEARIAe OR MPADPwAME$ LOOM STAN" BTINL TE HORIZONTAL SCALE =411 Mitr,10 wt9iDHWBMON COQMERCAL POWER LINES WITHOUT FIRST, R E C E I VE D r„ WASPS OR STAMFJMS STS Y MM BE CERTAIN TINT THERE IB NO SiRAN ON Mry 3 SETS 4 AT TOP OF OBPLAY. OBTANNDAPPROVAL FTR0M THE LOf,AL pOyWER COIP/llNy IyD 8AF8Y OBCdBECiNp POWERR o OONECTOR DIME TD THE WIDOMT OF - TIE JUMPER CAME. OR iTS METHOD OF NSTAWWTDN 4 WRKER AT PEAK N ACCORDANCE WITH THE POWER COMPANIES REGUATIOME, G`' 7 V O c �� I o a BEHOLD RAMM CABLES SHALL NOT IDOCE® THE MMILN BEGDiGI RADIUS AB DETTAMIEO 4. GUY WIREB AND TENSIONING: GUY WINES SMALL IN INSTALLED PER THE TOWER MMKIFACTUREAS 1 T f S� � A CA" 1dIB' COAX BEDpG RADRB OF 20 NCHEi 1. REQUIRED 11BLT RESIILTi SPECMTIONS AND PER EWM 222.3 STANDARDS, USE A TENSION METER RFOOIBA@DED By sS /pIW1l EN V) B. CABLE YAr COAX, ENOW OF 10 NNCMIEB A INSERTION 10$B M IAMI! PER MPG. aPFUXFICA►TTON FOR CABLE TYPE: WRAP I'TIECBIpN SHORT: T THE GUY WIRE E 11'8 PROTECTIVE CINGGINS D ��� U TT TENSION GUY YYBES j� () O p D. LIE: W r COAK U DiD RADIUS OF I NNIEB. •201 SMALL BE of SMO01H JAW TYPE p1LY ONCE NaTALLATION B TIE M h1Y Z r U 5 EXPIRES 02N 5p0 D. LIME 1r1' COAX, BEDNO RADIUS OF 16 NGEB ^ * ■ Ve�; l�E CR 501070 PE ■ 1.1 TEN610N OF EACH O!Y MIBRE AND TFE TOWELS VERTI/IL E CANM *ft WAVEGUME. BE O MMS OF IC ACMES E PLATE ZP ANORLIM LL1Fi0e • M7 MH00 FT. j F. CABLE AROMA MNVElGIMDE, BEpKG RADIUS OF 7 NaREa H PLANE. ANDREW 1DF7418A ■.714 dW OO FT• COMAS COPE CR 50laT3 PE ■ FURNISHED TO THE NXTIEL REPRESWATNE N THE EV, MIONAEM CL ND ACHES E PLANE 18 "MONOPLANE. ANDREW LDF12 -MA ■ AMdiH00 FT. ne aBnoo Fr. TEMPERATURE AND GUY WINE SM N THE REPORT 0.0 FORMAT. INCLUDE DATE, T 0. CAME 1BIBBs IMAVEGUIDE, BEDIKi RADIUS OF • INDIES E PLANE to ACMES 1R PLANE L DISTANCE TO FAULT TE MIlATW WITH PRECISION SO dW LOAD ON FM EW NOT d LOCKED TOGETHER �A GUYS � � STRANDE o C. T F I SSUE I7RUBNATION AT BMIBLTFR AID ENTRY PLATE N! CASING aHNALL ENTER THE BLNLDNO TFNIONOH THE �x oR E 10 CEPTODDFpTY,+Eep W►y IE�AB l�gl�y AePA T P E R II/I I T C E ni TE R N WAVEWIIDE ENRRAV PLATE AID BE PIDPEiY WIEIITFIEt aIALJD WITH A CABLE BOOT. COAiOI1L CAIN ao ee TURNING MORE THAN pNIE HALF OF A TURN COMPLY WITH RFAUI�S OF DRAWIM AND Q 1 -28-05 PRELIM CD MN7� YMTIB121 NCHIEi NaMDE TIE SISTER AND FTFTED WITH A BIlROE L0� FOR ID� VALUEB BABIED CN LWAK L NE LENUM N THIS TEST C SMALL E T6r D OROlNDM ALL TRANMNOM LiM HALL BE GROND®. THIE y � F Waft FROM WAVEGUDE� LIE RESULTS FEED 1 • TONN7t M O REPORT: SAW► � IT�RRMA TD THE HEXTEL REPRESENTATIVE o TRAMBABBSIONUHIEBIOCAflDA C. POLY 2ND NDTTHROUGH WKL.ATHISOWN 71 fTOWEtFWDRBAFETY 1 2 -1805 ISSUED FOR THE VERTICAL RIN SHILL NE GR01ND®ATA HEIOMiT NO GREATER TMW 80I (h FEET 11W ■ 24 D MN FORAMMW QIUALITY OF INISTALLITION COIFORMANCE WiTH THE TOWEL ASSEMBLY DRAWOM CONBTRUC{ION O CONSTRUCTION MOVE THE BEOBNEq OF THE NORMUAL TRANITION. THE OUTER CONDUCTOR OF ALL OUAXAL 7Ar • 2A m IBA FOR ANDREW 211 m MIN FOR pp CORREC7 PLANS AND JOB SPECI WATIONS. THE CONTRACTOR WILL BE REBPONgBIE EI4G AINy i TRAMa1BBMN LIES MKIST BE OROUN M AB FOLLOWS; 112' ■ 24 E MBN FOR ANDREW; 20 D MIN FOR C - MONBCppE TOP. Bp7TOM AND AT THE BUILD ERRORS OR OAMSBION8 MMMM N THE WWWTON FIRMS REPORT. 3 -31-05 ISSUED FOR 1. V9tTICALHBNNSTNNTARE200FT ORIEBSeiNLLMpU�AGMUNDKRNSTAUEDATT HE D RETURN LZ & ASY��$rFROM yPSTEP&FNFEEDIIIE ANf�1TReI�C�ICa A PERMIT Iq ENTRY ppgT ANSI7HIIOUGH POLYPMASEL TO ANTEN A. 7W T1BR000FLpg 8TE• 11UST TO BOTTOM AND AT THE BU TIDN 131TB . ANTENJe Ipk ITN ItJSrel I eTirt 2 VERTMAL RUNS 7MATARE GRTER THEAAN 2OOFT. SHALL REQEMRE A GROUND IGT NUmM AT THE ANTENNA SY$TELAW, AFTER GROUN W4 AND WWEIATHW=TKON B COMPLETED. RETUNED RESULTS PART 1 GENITAL P, ILDID ENTRY PONT. PORT P WIC IF TO A TOW GRO LE Tumm a TRANNIMIIaIOM LINE GR WW KiT$ NOTALL®BEFOIE IF ANTENNA WAR IS 1.1 ■18 • #CAME CABLE m LOSS N LOSS TIP) 101 SUMMARY i TO A SOLD COPpEt BUSS BAR 1N' S CONNEC TFE BULGING ND IT SELF EL GROUNDS) SEE ANTENNA aPECPICATIOW FOR ACTUAL ( 1FBCK} THIS ATTACHED TO THE UILDIN ND IT GROU !£ CORRECTIVE ACTION FOR FAILED TESTS • REQLW A eNar w �NAS AVE ANTENAB TOWER MOWMTEp AiPLIEIERS OpyA>tyAl ELK 'ANKY 1 AL OIIOP. THE KM $B BAR SMALL BE ATTACMB®TO THE BUILINfGS EXTER GROUDD RING N ALL CASES REPAIR AND NRETESTM ANKH' a TINN4®BOLD BARE DDPPFJt WINE, THE OONNNEC71ON TO THE BU B AS IE W ELL M THE �g�y �L� ACCESSORIES FURNS ED BY NEXTEL. GROUND RING SWUM BE VN AN OLOTHIEIMNC PROCESS, A II , CABLE F AND A88E►Bly 1.02 SRNGMTTALB 4. GROUND IGT8 ATTACM� TO THE TOWER SHALL BE ATTACHED - E UCEPT T A TOWER MAT THE BOTTOM B. DISTANCE TO OAUU FnR BPMOEa GREATER THAN 46 A INSPECT CAKE FOR PHYSICAL A. SHOP DRAWINGS: OBTAIN AND SUBMIT MANUFACTURERS SHOP DRAWINGS IUAID BUGS BAR OR TO A TOWER STSTRUCTURE BOLT. DH108E AT THE BOTTOM OF THE E ■ KNKB. BENDS. GREATER OR DEFORMED JACKIT, REPLACE TOWER BEFORE THE NORMWAL TRMIDfTION ER STRUCTURE BOLT, THE C P CONNECTORS ARE WORSE THAN • SW DMA$Wki E AND CAE ma A NECESSARY. CONSTRUCTION„ CONNECTION, EQUPMENT LAYOUTS AND RELATIONSHIP �WiiH ADAD TM A MUST WE CT i 1ON S AI A VERTICAL DROP, (NH0 RETURN CTOR LOADED F EEZLIE BNal1RE TEST EQUPME NT B PROPERLY SET UP. CHECK 1. SHOP DRAWINGS SMALL BE PREPARED AND STAMPED BY A QUALM 7ANT CCEPTD} THIS CONMIEION 8FRN1 BE MADE BY ATTACHING TO THE MANUFACTURED REp BFNAII BE FOR TINNTNIEBSAHD PROPER ASSEIAKY. CHECK TINT 00dn TERMINATION B JURISDICTION OF THE PROJECT. EHKGNEER LICE N THE 8) TOW1 t MEM TE ; C) CO THE SSION T ENT SMALL BE A$ FOLLOWS A) TOWER STRUCTURE BOLT; . L0a SSYE WRH POLyPFABER CHECK TKNHTfEBg aF OONIECTOq 6. ERECTON A►D SEQUENCE DRAwNS: oBTAN AND st1BMR MANUFACRNf�'g CIFICATIONS & COATED AFTER ATTACHMENT WITH a. TOWER PANT MUST , T O p �y OR CONNECTORS RPECTION AHID S WEEP AN ANTOODANT COMPOUND POK)a OR TDUV I N AN DRAWING$ ALEUT} N $oIE m R THE E THE EOM RED PROPER ASSEMMy. C. WAMAINTY: OBTAIN AND SUBMIT MAN UI`ACTURER'8 WARRANTY M SPECIFIED. INCLUDE LABOR AND TESTS MWK4L ML 11JI YMC WILL M R E SMALL I THERE NBTANCFA REPLACE THE COMPRESS 8. PREFERRED TEST EQUIPMENT W 8713C OR EQUIVALENT. ANRiTBU SITE M ONO EACH RESULT MNTERALS TO REPAIR OR REPLACE DEFECTIVE MATMALS. A T T ACHED (B APR YABC E TYPE OR EQUIVALENT} TFE NEW .3 OR E LWAL TERMINAL SHALL BE MUST BE LABELED ON TOP OF THE PAGE WITH DATE. SITE ATTACHED VIA A PRESSURE TYPE CARP TOOL IeUNIDY I1W"!N3 OR EQINV COLOR AB APPUCMLP. ► R TEST TYPE AND ANTENNA D. A9•BUILT DOCUMENiATIOM: PROVIDE THE FOLLOWING DOCUMENTATION UPON COMPLETION, om e• TRA NQI MANUFACTURED EB BUSS BOTTOM OF THE TOWER SMALL BE GROUNDED T ATOM PART 3 EXECUTION MAMIFACTUREp BU$B BAR INSTALL A SCUP COPPER BUSS BAR (1N NCH P pROVIDED' N SAND OTHER DOCUNiEHTATKON S /ALL BE COPPER SUBS VERTIC 8 ' VERTICALLY TO THE TOWER VIA TOWER STAND OFF KR$. ATTACH SSERIEGS 3.01 PRE-INSPECTpM H - T NUMBE OR S THE ATTACHMENT SK14LL M DOLT, 1 • ONE SET OF ASBUIIr DRAWNGS AND pART3 UST. BAIT, STAID OfF ( M ALL MATERIALS SMALL BE STAKES E� wA�R COPPER KNaB A TOWER AND ANTENA ORMFl1TATI01k 2 OPERATION AND MAINTENANCE MANUAL. TINED BOUD OR BARE COPPER LEAD SMALL BE ATTACHED T THE BOTTOM OF THE COPPER 1. A MOM SURVEYOR NAIL SET TWO ( ) BUS VA AN EXOTHERMIC PROCESS. THE LEAD SHALL DROP AND CONNECT T THE TOWER LEO ESTAMINN A TRUE NORTH OIENrK CONTROL POINTS (RAGGED REPAR TO 1.03 QUALITY ASSURMIL'E GROUND LEAD. THIS CONNECTION aMLLL N MADE VIA AN DTOTHERANC pROCES& 2 THE EPW N THE CONTRACT DOCUMENTS SMALL INDICATE THE CORRECT AZIMUTH FOR THE 5 Inch 1/16 ;3! .. I} , N (- ,., ,.., • .:. �4 5 I 6 I . � 1' M � �� � W • ... I F t �ir }; t WI1i+��N -, � l , � � .,� N ,., � � �1f , .' "�4_. , 11111 �.-. g N +`•~•'• S�X��' nrw:. i�� - YJ��r , IIII�IIIIIIIII�II��LIIII�IIIIIIIIL�IIIIIIIII���- LI_IJIIJ� F I x In C� G ry I^ 0 s I NOTE: SITE PLAN INFORMATION OBTAINED FROM CITY OF SEATTLE, DEPARTMENT OF PLANNING AND DEVELOPMENT ADJACENT ZONING: ZONE: C -2 COMMUNITY COMMERCIAL FOR D E C'A'Al� JUN 1 4 2005 I I ci ,v ( m 1 Vkv,rfla I A -2 (E) PROPERTY LINE � I a I _ I: 0 u I c I y C C I W Iz cr I LU l a 0 N a: a i w I L N I a� c, l w I 2 N I u 1 ' 1 . 0 I (It 0 1 a .. 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SOUTH SEATTLE, WA 98188 KING COUNTY CURRENT ISSUE DATE: 3 -31 -05 ISSUED FOR: CONSTRUCTION design group, wx COFRNEr1SlroNE ■ N O I N!■ A I N o. INC. 14201 NE 200th Strom Suit 200 Woodinville. WA 99072 PHONE: 425.509.0110 FAX 425.497.1734 EMAIL: rrrntbwnOprrrgodevolWoup.Com NEXTEL SITE N0: WA 0637 -C DRAWN BY: DRA CHECKED BY: JYS b� SHEET TITLE SITE PLAN A -1 AT I FOR X 1 -28.05 PRELIM CD 2 -18.05 ISSUED FOR CONSTRUCTION & 3-31-05 ISSUED FOR PERMIT SHEET TITLE SITE PLAN A -1 ppr F F-- TETRA TECH COMMUNICATION 3 SERVICES T 5 7 8 10545 WILLOWS RD NE, #110 DEMOLITION NOTE; REDMOND, WA 98052 REMOVE ALL WALL MOUNTED (N) NEXTEL GENERAT R (425) 278 -7427 - J L ELECTRICAL DEVICES, HVAC RECEPTACLE, SEE (425) 497 -8029 fax APPLIANCES, ETC IN AREA OF ELECTRICAL DRAWINGS I MOUNTED DEMOLITION. ALL (E) CEILING FOR DETAILS I NEXTEL �OOR MOUNTED DEVICES, HVAC 8 . COORDINATE q� LIGHT FIXTURES TO REMAIN ROU E CONDUIT INSIDE WALL DO TO COAX HOUSING 10545 WILLOWS ROAD NE #100 WITH MA FA TURER FOR R.O. J RECEPTACLE. SEAL PERIMETER OF PENETRATION SIZE REDMOND, WA 98052 — — _ WIT A ONE COMPONENT POLYUR THANE BASE PHONE: (425) 278 -7415 _ — — — ELAS OMERIC SEALANT. 3 FAX: (425) 278 -7404 ° REMOVE ALL (E) FLOORIN , BASE, ETC REMOVE ALL (E) O WALLS 8 PARTITIONS 1 A TUKWILA � AND PREPARE OR FOR DASHED LINE ,- » AS INDICATED BY WA 0637 -C (N) NEXTEL FLOOR - HIS AREA 18 0 t (ryp) 1 1 NEXTEL EQUIPMENT ROOM 15215 52ND AVE. SOUTH 2ND FLOOR, SEE < — I I _ — (N) CABLE TRAY OVER gSEATTLE, WA 98188 (ErE� SEE - -•-- ----- KING COUNTY I — — �jf.' i~ v ' / I 1 E ) CURRENT ISSUE DATE: ❑ I �,-_ - - - - - -- , I _ 3 -31 -05 L / r� ^ ^,,,., 1 B ISSUED FOR: � - - -� = t I r '!�� CONSTRUCTION NEXTEL GENERATOR C I CONDUIT ROUTE. RUN ` �� u ' UN 14 2 005 DESIGN TEAM: _i CONDUIT IN CEILING o. OF 1 ST FLOOR I NEXTEL 3 TON A/C - desig n OUTDOOR UNIT, jt _ ; l j St OFINER! - trONE T SEE E •NOINiaRimo, INC. ^' DEMOLITION PLAN 14201 NE 200th StnoL Suit 2pp 0 22X34 SCALE: 1/4 " =1' -0" Illxl7 SCALE: 1/8 " =1' -0" � (E) ROOF ACCESS HATCH PHONE: 4 2 Woodirmas,VW19B072 5.SOE,0110 FAX: 425.487,1734 -"" EMAIL: rmstboonQprr „ 0 , oup.=n a z (E) ROOF TOP EQUIPMENT on - TYP � I NEXTEL SITE NO: Cu a] KEY NOTES: WA 0637 -C c DRAWN BY: DRA °' 18' -0 "t w 11 (N) NEXTEL EQUIPMENT ROOM CHECKED BY: JYS i LOCATED ON 2ND FLOOR LICENSURE: ° (E) CARRIER EQUIPMENT - (n 2O (N) COAX CABLE TRAY v b I 9 g Typ i A 5 O (N) COAX CABLES I I I Cl OF �„�ED �� oS I 'VI[ ,q 4O (N) WAVEGUIDE PORT IN CEILING ❑ MA C , It6 1 Il j 1 ` 1 iu�l� .32204 � SO (N) NEXTEL EQUIPMENT RACKS F �sTEi►���,�`` � _ ��ONAL EpG T T I h IUIIT C� ° ; ExP�RES o2i,5,oe L LJ J_ LJ J_ LJ J_ LJ J_ U J O (N) UTILITY BOARD t M<JTH: 2 � • a oft i r— o � " �:' ' a , =11 (N) NEXTEL SECURITY DOOR REV S IDATE F N 5 Q L_ PRELIM CD LJ J J_ LJ U L 8O (N) ELECTRICAL PANEL 1 -28-05 Q O (N) 3 TON A/C UNIT - INDOOR UNIT 2_18 -05 ISSUED FOR — -- ---�F� CONSTRUCTION Q (N) POLYPHASER 3-31 -05 ISSUED FOR _ PERMIT A 8 I ALIGN ( 1 3 FACE OF F SCREENED ANTENNA MOUNTING (E) WALL g FRAME, SEE 1 10 4 S -2 NOTE: COORDINATE ROOF PENETRATION SHEET TITLE FOR COAX ROUTING /ROOFTOP DOGHOUSE IN FIELD PRIOR TO CONSTRUCTION 1 2 4 (� 8 DEMOLITION & ENLARGED PLANS SHEET NUMBER ENLARGED EQUIPMENT PLAN T 2x34 SCALE: 1/4"= 1' -0" 11x17 SCALE: 1/8" = 1' - 0" PLAN 4 ENLARGED ROOF PLAN NORTH 22x34 SCALE; 3/32" = A -2 1' -0" 111 x17 SCALE: 3/84" I�I� I I lil �IIIIII i ili�l 112III� I �I III II,,I IIL �IIli11 - Iji ij i - ��Illijll ljl ��i j�j jjj Inch 1 /18 .��1,�' ��'� t...�. ,� 4� �� ��s 5I 6I II �III�IIIIIIIII�LLIILIIII�IIIIIIIII�I _IIIIIIIL�ILI_(_LLII �lll.l_LILII�ILIII ' � I " III!l,II LLLLI�II:( � LLII�I' l�II IIIII�L Iil�llll�illi��iii� 'Irll�llllll�ll�lililllii� 1� G CV f EL 1J s N s U w c J, MEAN W REF EL LL) V �t Lr) rd I EAST ELE VATION .T t 22x34 SCALE: 3/16" =I 1-0" °' l Z C a, a+ 0 V) a_ a+ c O U in 0 a v 0 N N C O U m U V) N 0 L ,4 fY C r •, 1�r t7� CJ G Cy SEI DI N') WEST ELEVA UION 22x34 SCALE: 3/18" = 1' -0" 1 NEXTELANTENNAS 1 (E) CARRIER BEHIND SCREENING, g.2 ANTENNAS SCREENING TO MATCH - �)-' BUILDING SIDING � � TOP OF SCREEN WALL "; � ' EL 33'•0" OF ANTENNA rl 1 II OOF 1x17 SCALE 3/32" = 1' -0" =1' -0" I _ _illi� <II�,I1� ��IIIII I L. 1 7, Inch 1/16 ., AJII .. , � - �i ptiix�.�1� � �.n.��Ya fin. w• 96 ti6 £L Z6 L6. Ob IIIIIII�IIIIIIIIJ�LIIII IIII�IIIIIIIII �LIIIIilll�llILLLILL�LII .I. (_U II�LLI IIIIIL�, IIIIIIII�IIlI s 1,_ . r1 n � ; 1 1 R i/1/T 'of JUN 1 r 2005 :ms D NI A ll ER 1 TETRA TECH 1* COMMUNICATION SERVICES 10545 WILLOWS RD NE, 0110 REDMOND, WA 98052 (425) 278.7427 (425) 497 -8029 fax AWV=_ 10545 WILLOWS ROAD NE #100 REDMOND, WA 98052 PHONE: (425) 278 -7415 FAX: (425) 278 -7404 TUKWILA WA 0637 -C 15215 52ND AVE. SOUTH SEATTLE, WA 98188 KING COUNTY CURRENT ISSUE DATE: 3 -31 -05 ISSUED FOR: CON S_ TRUCTION A I 1 deign group, ft �� [ Or7NEr751f'ONE ■ N 0 1- a a ft I N O. I N C. 14201 NE 2000, Street, Sub 200 WoodirmRs, WA 90072 PHONE: 425.508.0110 FAX: 425.487.1734 EMAIL: ".bnonQpirrrd.d.mpgrgro„p.corrn NEXTEL SITE NO: WA 0637 -C DRAWN BY: DRA CHECKED BY: JYS � 7 NEXTEL ANTENNAS S -2 BEHIND SCREENING. SCREENING TO MATCH (E) CARRIER BUILDING SIDING ANTENNAS E � � w 0 1 1 ,7 llll�lllllllll�ll III r1 n � ; 1 1 R i/1/T 'of JUN 1 r 2005 :ms D NI A ll ER 1 TETRA TECH 1* COMMUNICATION SERVICES 10545 WILLOWS RD NE, 0110 REDMOND, WA 98052 (425) 278.7427 (425) 497 -8029 fax AWV=_ 10545 WILLOWS ROAD NE #100 REDMOND, WA 98052 PHONE: (425) 278 -7415 FAX: (425) 278 -7404 TUKWILA WA 0637 -C 15215 52ND AVE. SOUTH SEATTLE, WA 98188 KING COUNTY CURRENT ISSUE DATE: 3 -31 -05 ISSUED FOR: CON S_ TRUCTION A I 1 deign group, ft �� [ Or7NEr751f'ONE ■ N 0 1- a a ft I N O. I N C. 14201 NE 2000, Street, Sub 200 WoodirmRs, WA 90072 PHONE: 425.508.0110 FAX: 425.487.1734 EMAIL: ".bnonQpirrrd.d.mpgrgro„p.corrn NEXTEL SITE NO: WA 0637 -C DRAWN BY: DRA CHECKED BY: JYS � 7 NEXTEL ANTENNAS S -2 BEHIND SCREENING. SCREENING TO MATCH (E) CARRIER BUILDING SIDING ANTENNAS O • r� 0 I a i a� v LO 3 cc d' t7 N SOUTH ELEVATION ,-122X34 SCALE: 3/18" =1'-0" ! 1x17 SCALE: 3/32" =1' -0" w a, c w a, C V) a� c 0 v / a� G O V) 0 0 a: c c 0 U / / C O C (�J C6 EqN GRA[ M$ F E � RE F EL 0' -0" v rJ NORTH ELEVATION 22x34 SCALE: 3/16"= 114r 11 1x17 SCALE: 3/32"= 1' NFXTCI nu.. ....__ 4\ (E) CARRIER ANTENNAS S�2 NEXTEL ANTENNAS } ju ' I 4 2006 BEHIND SCREENING. SCREENING TO MATCH BUILDING SIDING (E) CARRIER q':�; !'� j :,.;;i {!� CABLE TRAY =====3 , ----------------------------- — L OF ANTENN/G EL 30-0" RF CITY OF TU : 'VILA NAY 1 ' i ci05 PERMIT CENTE 1 III Iji ICI ICI �I� III _j�l ijl Ijl 1till 1 I I ll II Inch , I 6 s 2 4 I I I. -7� 5 s , Lri ��11�;5 i �1,� 5 6 ti 6 E L Z L � L- ,._ 0 L 61 '8 , , L , 9 v.,�� :,,,.�.� 5��, II IIII�IIII IIIILILIILIIIIIIIIIIiII( �I_ IIIIIIII�II�ILIILJ�IILLLIIII�ILIIII I CI L I £ z ll w� jlll..l I IIII 111j��jljj'J)Illlll�l141 IIII IIIIIIIII� 'll�ll ll llll lllllll�llll TETRA TECH (* COMMUNICATION SERVICES 10545 WILLOWS RD NE, #110 REDMOND, WA 98052 (425) 278 -7427 (425) 497 -8029 fax 10545 WILLOWS ROAD NE #100 REDMOND, WA 98052 PHONE: (425) 278 -7415 FAX: (425) 278 -7404 TUKWILA WA 0637 -C 15215 52ND AVE. SOUTH SEATTLE, WA 98188 KING COUNTY CURRENT ISSUE DATE: 3 -31 -05 ISSUED FOR: CON STRUCTION I d"M 9Na no __� C2)TNEF 51rONE N IN R!1ol"o, .". 14201 NE 200th StrNt Suti 200 Woodinville. WA 98072 PHONE: 425.508.0110 FAX 425.487.1734 EMAIL: rmatt**onOprwdWd" 2 =By- 7 -C DRA JYS NORTH AND SOUTH ELEVATIONS A -4 IF IF- NEXTEL INTERIOR EQUIPMENT LIST TETRA TECH COMMUNICATION ITEM #: MANUFACTU MANUFACTURER PART* DESCRIPTION SERVICES 10545 WILLOWS RD NE, #110 O 1 SIEMON 388M150/MC - REDMOND, WA 98052 (425) 278 - 7427 PROPOSED ON- CEILING ALARM TERMINATION BLOCK W /COVER (425) 497 -8029 fax LIGHTING AS REQ'D BY NEXTEL O DAYTON 2E208 HIGH TEMP. ALARM �� MEL O DAYTON 2E208 LOW TEMP. ALARM 10545 WILLOWS ROAD NE #100 -- REDMOND, WA 98052 PROVIDE 25 COIL CABLE FOR TERMINATION OF ALARMS PHONE: (425) 278 -7415 16 O FIBREBOND __ FAX: (425) 278 -7404 TELCO BOARD WHITE O PBPS CR201 TUKWILA 20 AMP RECEPTICLE WA 0637 -C Q O FIBREBOND 15397 GROUND BAR 15215 52ND AVE. SOUTH SEATTLE, WA 98188 O A.C. DATA TSM 3 AA2FF -1234S -2644 KING COUNTY a VCT 200 AMP INTERGRATED PANEL _ O U 3X74015X852 9 DAYTON CURRENT ISSUE DATE: - '---- r / COMMERCIAL POWER FAIL SUPPLY I J P 0 A.C. DATA , : , , �„ , 3 �,� 3 -31 -05 c+ SURGE ARRESTOR " "' I ' ! -� r'! t° 7L -•�- ISSUED FOR: S 1 1 FIBREBOND FB#194304 f ;,:d ;; , .. NORTH ELEVATION O GROUND BAR J L CONSTRUCTION 10 C 1 FIBREBOND 24352 DESIGN TEAM: „ 22x34 SCALE: NTS 11x17 SCALE: NTS WAVEGUIDE ENTRY, 18 HOLE ` DESIGN n o W 13 � 7005 DAYTON 4C440 _ SCROLL FAN y 14 DAYTON 2E026 1 dMlpn g roup. Inc 24 HOUR TIMER 03 15 BROOKS CXEL1 EXIT LIGHT 9 r Py ,,;,y� ^ ►• ) c 16 ELLIOT A502H I INTERIOR LIGHT TIMER } 11201 NE 2001h StrML SPrb 200 Woodinville. WA Sean � PROPOSED ON -0EIUNO - , . PHONE: �2ssoe.o» 0 LIGHTING AS REQ'D BY NEXTEL 1 7 AMOREX 332 o FAX: 425.487.i734 i u FIRE EXTINGUISHER EMAIL: rmsftwn0pwrmd Li CU 18 L - _ PROVIDE TAMPER PROOF COVER AT EXTERIOR DOOR LATCH MECHANISM NEXTEL SITE NO: 5 1 9 SIMPLEX LL10218 LOCKSET, PUSH BUTTON COMBO W/ KEY OVERIDE WA 0637 -C c a 20 CARRIER TBD a0 DRAWN BY: PRA e 3 TON 5 KW HEAT STRIP 8, ECONOMIZER CARRIER TBD CHECKED BY: JYS i C LEAD /LAG THERMOSTAT LICENSURE: N 22 -- (1) 2 - - O CONDUIT PENETRATION: TELCO W. 3 _ RB 23 - VCT __ !_ wA R �C�1VFD �� o S .ti CONDUIT PENETRATION: POWER ' f Lfa 0 EQUIPMENT CABINETS �� s bNAL E �' EAST ELEVATION ��ERMIT CC~ - ExPiRes oy,s,oe 0 2244 SCALE: NTS EQUIPMENT LIST 11x17 SCALE: NTS 22x34 SCALE: NTS 11x17 SCALE: NTS REV 9 Q ATE _ Fog n 2 pQ 1 -28415 PRELIM CD L - E CEILING PROPOSED ON-CEILING Q 2 -18-05 ISSUED FOR ASE ON-CEIL UGHTING AS REQPD BY NEXTEL CONSTRUCTION LIGHnNG REG'D XTEL NTERI / PROVIDE SIESMK; BRACING I OR FINISH NOTES: Q 3-31 -05 ISSUED FOR AT EQUIPMENT. REFER TO PERMIT o STRUCTURAL DRAWINGS FOR DETAILS R -19 FIBERGLASS GATT INSULATION A) CABLE TRAY, NEWTON *2003.8 BRAY PAINT FINISH 2x8 STUDS, 20 GA 18 B) (1) 18 PORT MTS EP 1447 WAVEGUIDE ENTRY PORT I INSTALL (2) LAYERS 5/8' DRYWALL BOTH IF AT INTERIOR EQUIPMENT ROOM ...... ,;,rT s SIDES OF FRAME WALL C) NEW T-0' x T-0' GALV. HOLLOW METAL DOOR AND �' BLOCKING MID -SPAN GALV. METAL FRAME, PROVIDE HARDWARE, STANDARD co „ § p El CYLINDRICAL LEVERED LOCKSET AND DEADBOLT PER 'ARMSTRONG' 4' RUBBER HARDWARE SPECIFICATION SECTION 8710. H ET TITL • 116 WALL BASE. COLOR - 80 JET BLACK (PN: D) PAINT WALLS, DOOR, DOOR FRAME, AND CONIC. CEILING ®•I i ` EW-40, TYPE 1) OR APPROVED AT INTERIOR OF EQUIPMENT ROOM IN OFF -WHITE COLOR 1p E) W x W x 314" TELCO BOARD, SECURE TO WALL AND INTERIOR RB ® • ARMSTRONG' 3/32" COMPOSITION TILE ELEVATIONS VCT (PM: 51838 - SHELTER WHITE) OR F) RESILIENT RUBBER BASE (RB) CONTINUOUS AT BOTTOM / APPROVED EQUAL PAINT TO MATCH WALL COLOR e � _ �I OF WALL- s I REQUIRED LEVEL FLOOR AS HET MB WEST ELEVATION SOUTH ELEVATION 22x34 SCALE: NTS 11x17 SCALE: NTS 1 2 7 INTERIOR WALL SECTION A-5 22x34 SCALE: NTS 11x17 SCALE: NTS 6 INTERIOR NOTES 22x34 SCALE: NTS 11x17 SCALE: NTS 1 22x34 SCALE: NTS 1 11x17 SCALE: NTS I Inch 1/1s �I +" , I:• I ,;12I I I, 3) I, , . ) I I �. } 61 y r oww ti,rpi ..,. AC�p »trgtiLl 6 1 9 „ xwF.ayM•t.u,.�,+�,ti ;. ��i � � WO �� IIII�IIII IIII�IIILLIIIIIIIIIIIIIIIIIIIIIIIIIIII .�LIILL�ILLLI.IIIIILLIIII ILIIII II E { II..... I (� IIIIILII�I I�IIIIIIII� �1 11111111111111 'I�IIII���II�IIIIIIII�IIII f) v 0 , 's 00 0 Ln C`J I 0 i a: z i o� c a� c c w a� c 0 v c 0 Cm u (U 0 0 0 i C O rn v c_ U U i C 0 n 2 U 7 E w I rn 0 0 SITE ANTENNA SWEEP TESTS 1. GPS 1 AND GPS 2 SWEEP TESTS CAUTION: SWEEP ONLY THE GPS 1 AND GPS 2 ANTENNAS' COAX LINES. DO NOT CONNECT THE GPS ANTENNAS DURING THE SWEEP TESTS OR THE ANTENNAS WILL BE DAMAGED. NOTE: THE GPS 1 ANTENNA COAX LINE IS MARKED NTH ONE BAND OF YELLOW TAPE, AND GPS 2 ANTENNA COAX LINE IS MARKED WITH TWO BANDS OF YELLOW TAPE. A. SET UP THE SWEEP GENERATOR TO SWEEP FROM 1400 TO 1800 MHZ. CALIBRATE ANY TEST CABLES AND CONNECTORS. CONNECT THE SWEEP GENERATOR WITH TEST CABLE/CONNECTOR INTO THE GPS 1 COAX LINE AT THE TOP OF THE EBTS CONTROLLER RACK. B. CONNECT A COAXIAL SHORT TO THE END OF THE GPS 1 ANTENNA COAX LINE. MEASURE AND PLOT THE RETURN LOSS IN DB. C. CALCULATE THE INSERTION LOSS BY DIVIDING THE "AVERAGE RETURN LOSS" BY TWO. THE "AVERAGE RETURN LOSS" IS CALCULATED BY AVERAGING AT LEAST FIVE OF THE LOWEST RETURN LOSS VALUES WITH AT n LEAST FIVE OF THE HIGHEST RETURN LOSS VALUES. THE INSERTION LOSS SHOULD BE LESS THAN OR EQUAL TO 3.0 DB. RECORD THE INSERTION LOSS VALUE FOR GPS 1 ANTENNA ON THE ANTENNA SPECIFICATION SHEET. ALSO RECORD THE CABLE LENGTH OF THE GPS 1 ANTENNA COAX LINE ON THE ANTENNA SPECIFICATION SHEET. D. CONNECT A COAXIAL 50 -OHM LOAD TO THE END OF THE GPS 1 ANTENNA COAX LINE. MEASURE AND PLOT THE RETURN LOSS IN DB. ALSO PLOT THE RETURN LOSS VSWR. E. THE HIGHEST RETURN LOSS VALUE FROM THE PLOT IS THE RETURN Q LOSS AND THE HIGHEST VSWR VALUE FROM THE PLOT IS THE VSWR. J RECORD THE RETURN LOSS, VSWR AND THE ASSOCIATED FREQUENCY ON r Cr. THE ANTENNA SPECIFICATION SHEET. THE RETURN LOSS VALUE SHOULD BE LESS THAN OR EQUAL TO - 20.83 DB AND THE VSWR VALUE SHOULD BE ° i LESS THAN OR EQUAL TO 1:2:1. w C F. REPEAT STEPS 1A THROUGH 1 E FOR GPS 2 ANTENNA. C NOTE: IF THE RETURN LOSS OR VSWR VALUES DO NOT MEET THE - 20.83 DB a OR 1:2:1 RESPECTIVE REQUIREMENTS THEN THERE IS A PROBLEM IN THE COAX LINE, POLY PHASOR OR CONNECTORS. TROUBLESHOOT AND FIX THE SOURCE OF THE MISMATCH (DEFECTIVE CONNECTOR/CONNECTION, DEFECTIVE POLY PHASOR OR DEFECTIVE/DAMAGED COAX LINE). IF THE INSERTION LOSS VALUES DO NOT MEET THE 3.0 DB REQUIREMENT THEN THERE IS A PROBLEM IN THE COAX LINE, POLY PHASOR OR CONNECTORS. TROUBLESHOOT AND FIX THE SOURCE OF THE EXCESSIVE LOSS. IF THE EXCESSIVE LOSS IS DUE TO THE COAX LINE BEING TOO LONG, REPORT THIS PROBLEM TO NEXTEL CONSTRUCTION. 2, BMR ANTENNA SWEEP TESTS NOTE: THE SWEEP TEST IS RUN IN TWO PARTS. THE FIRST PART IS A SWEEP TEST OF THE COAX LINES, CONNECTORS AND LIGHTNING ARRESTER (POLY PHASOR) WITHOUT THE BMR ANTENNA CONNECTED. THIS IS CALLED THE "COAX LINE" TEST. THE SECOND PART IS A SWEEP TEST WITH THE BMR ANTENNA CONNECTED. THIS TEST IS CALLED THE "SYSTEM" TEST. THE BMR ANTENNA COAX LINE IS MARKED WITH A WHITE BAND OF TAPE. A. SET UP THE SWEEP GENERATOR TO SWEEP FROM 800 TO 900 MHZ CALIBRATE ANY TEST CABLES AND CONNECTORS. CONNECT THE SWEEP GENERATOR WITH THE TEST CABLE/CONNECTOR INTO THE BMR COAX LINE AT THE TOP OF THE EBTS CONTROLLER RACK. B. CONNECT A COAXIAL SHORT TO THE END OF THE BMR ANTENNA JUMPER COAX LINE. MEASURE AND PLOT THE RETURN LOSS IN DB. C. CALCULATE THE INSERTION LOSS BY DIVIDING THE "AVERAGE RETURN LOSS" BY TWO. THE "AVERAGE RETURN LOSS" IS CALCULATED BY AVERAGING AT LEAST FIVE OF THE LOWEST RETURN LOSS VALUES WITH AT LEAST FIVE OF THE HIGHEST RETURN LOSS VALUES. THE INSERTION LOSS SHOULD BE LESS THAN OR EQUAL TO 1.5 DB. RECORD THE INSERTION LOSS VALUE FOR BMR ANTENNA ON THE ANTENNA SPECIFICATION SHEET. ALSO RECORD THE CABLE LENGTH OF THE BMR ANTENNA COAX LINE ON THE ANTENNA SPECIFICATION SHEET. D. CONNECT A COAXIAL 50 -OHM LOAD TO THE END OF THE BMR ANTENNA JUMPER COAX LINE. MEASURE AND PLOT THE RETURN LOSS IN DB. ALSO PLOT THE RETURN LOSS VSWR. E. THE HIGHEST RETURN LOSS VALUE FROM THE PLOT IS THE RETURN LOSS AND THE HIGHEST VSWR VALUE FROM THE PLOT IS THE VSWR. RECORD THE RETURN LOSS, VSWR AND THE ASSOCIATED FREQUENCY FOR THE BMR "COAX LINE" ON THE ANTENNA SPECIFICATION SHEET. THE RETURN LOSS VALUE SHOULD BE LESS THAN OR EQUAL TO - 20.83 DB AND THE VSWR VALUE SHOULD BE LESS THAN OR EQUAL TO 1:2:1. NOTE: IF THE RETURN LOSS OR VSWR VALUES DO NOT MEET THE - 20.83 DB OR 1:2:1 RESPECTIVE REQUIREMENTS THEN THERE IS A PROBLEM IN THE COAX LINE, POLY PHASOR OR CONNECTORS. TROUBLESHOOT AND FIX THE SOURCE OF THE MISMATCH (DEFECTIVE CONNECTIONICONNECTOR, DEFECTIVE POLY PHASOR OR DEFECTIVE/DAMAGED COAX LINE). IF THE INSERTION LOSS VALUES DO NOT MEET THE 1.5 DB REQUIREMENT THEN THERE IS A PROBLEM IN THE COAX LINE, POLY PHASOR OR CONNECTORS. TROUBLESHOOT AND FIX THE SOURCE OF THE EXCESSIVE LOSS. IF THE EXCESSIVE LOSS IS DUE TO THE COAX LINE BEING TOO LONG, REPORT THIS PROBLEM TO NEXTEL CONSTRUCTION. SITE ANTENNA SWEEP TEST NOTES 0 A A t -., r- ..— F. REMOVE THE COAXIAL 50 -OHM LOAD FROM THE END OF THE JUMPER COAX LINE AND INSTALL THE BMR ANTENNA. G. MEASURE AND PLOT THE RETURN LOSS IN DB. ALSO PLOT THE RETURN LOSS VSWR. H. THE HIGHEST RETURN LOSS VALUE FROM THE PLOT IS THE RETURN LOSS AND THE HIGHEST VSWR VALUE FROM THE PLOT IS THE VSWR. RECORD THE RETURN LOSS, VSWR AND THE ASSOCIATED FREQUENCY FOR THE BMR "SYSTEM" ON THE ANTENNA SPECIFICATION SHEET, THE RETURN LOSS VALUE SHOULD BE LESS THAN OR EQUAL TO -13.98 DB AND THE VSWR VALUE SHOULD BE LESS THAN OR EQUAL TO 1:5:1. NOTE: IF THE RETURN LOSS OR VSWR VALUES DO NOT MEET THE -13.98 DB OR 1:5:1 RESPECTIVE REQUIREMENTS THEN THERE IS A PROBLEM IN THE BMR ANTENNA OR CONNECTORS. TROUBLESHOOT AND FIX THE SOURCE OF THE MISMATCH. 3. EBTS ANTENNA SWEEP TESTS NOTE: THE SWEEP TEST IS RUN IN TWO PARTS. THE FIRST PART IS A SWEEP TEST OF THE COAX LINES, CONNECTORS AND LIGHTNING ARRESTER (POLY PHASOR) WITHOUT THE EBTS ANTENNA CONNECTED. THIS IS CALLED THE "COAX LINE" TEST. THE SECOND PART IS A SWEEP TEST WITH THE EBTS ANTENNA CONNECTED. THIS TEST IS CALLED THE "SYSTEM" TEST. THE EBTS ANTENNAS' COAX LINES ARE MARKED WITH RED, BLUE, GREEN, AND ORANGE BANDS OF TAPE; THEREFORE EBTS R1 ANTENNA COAX LINE WILL HAVE ONE RED BAND OF TAPE AND EBTS R2 ANTENNA COAX LINE WILL HAVE TWO RED BANDS OF TAPE AND ETC. A. SET UP THE SWEEP GENERATOR TO SWEEP FROM 800 TO 900 MHZ. CALIBRATE ANY TEST CABLES AND CONNECTORS. CONNECT THE SWEEP GENERATOR WITH THE TEST CABLE/CONNECTOR INTO THE EBTS R1 COAX LINE AT THE TOP OF THE EBTS PRIMARY RF DISTRIBUTION RACK. B. CONNECT A COAXIAL SHORT TO THE END OF THE EBTS R1 ANTENNA JUMPER COAX LINE. MEASURE AND PLOT THE RETURN LOSS IN DB. C. CALCULATE THE INSERTION LOSS BY DIVIDING THE "AVERAGE RETURN LOSS" BY TWO, THE "AVERAGE RETURN LOSS" IS CALCULATED BY AVERAGING AT LEAST FIVE OF THE LOWEST RETURN LOSS VALUES WITH AT LEAST FIVE OF THE HIGHEST RETURN LOSS VALUES, THE INSERTION LOSS OF THE EBTS R1 COAX LINE WILL DEPEND ON THE LENGTH OF THE COAX LINE AND TYPE OF COAX LINE, BUT SHOULD BE LESS THAN OR EQUAL TO 2.5 DB FOR A 100 FOOT COAX LINE, 3.5 DB FOR A 200 FOOT COAX LINE, AND 4.5 DB FOR A 300 FOOT COAX LINE. RECORD THE INSERTION LOSS VALUE FOR EBTS R1 "COAX LINE" ON THE ANTENNA SPECIFICATION SHEET. ALSO RECORD THE CABLE LENGTH OF THE EBTS R1 "COAX LINE" ON THE ANTENNA SPECIFICATION SHEET. D. CONNECT A COAXIAL 5O -OHM LOAD TO THE END OF THE EBTS R1 ANTENNA JUMPER COAX LINE. MEASURE AND PLOT THE RETURN LOSS IN DB. ALSO PLOT THE RETURN LOSS VSWR. E. THE HIGHEST RETURN LOSS VALUE FROM THE PLOT IS THE RETURN LOSS AND THE HIGHEST VSWR VALUE FROM THE PLOT IS THE VSWR. RECORD THE RETURN LOSS, VSWR AND THE ASSOCIATED FREQUENCY FOR EBTS R1 "COAX LINE" ON THE ANTENNA SPECIFICATION SHEET. THE RETURN LOSS VALUE SHOULD BE LESS THAN OR EQUAL TO - 20.83 DB AND THE VSWR VALUE SHOULD BE LESS THAN OR EQUAL TO 1:2:1. NOTE: IF THE RETURN LOSS OR VSWR VALUES DO NOT MEET THE - 20.83 DB OR 1:2:1 RESPECTIVE REQUIREMENTS THEN THERE IS A PROBLEM IN THE COAX LINE, POLY PHASOR OR CONNECTORS. TROUBLESHOOT AND FIX THE SOURCE OF THE MISMATCH (DEFECTIVE CONNECTIONICONNECTOR, DEFECTIVE POLY PHASOR OR DEFECTIVE/DAMAGED COAX LINE). IF THE INSERTION LOSS VALUES DO NOT MEET THE APPLICABLE 2.5, 3.5 OR 4.5 DB REQUIREMENTS THEN THERE IS A PROBLEM IN THE COAX LINE, POLY PHASOR OR CONNECTORS. TROUBLESHOOT AND FIX THE SOURCE OF THE EXCESSIVE LOSS. F. REMOVE THE COAXIAL 50 -OHM LOAD FROM THE END OF THE JUMPER COAX LINE AND INSTALL THE EBTS R1 ANTENNA. G. MEASURE AND PLOT THE RETURN LOSS IN DS. ALSO PLOT THE RETURN LOSS VSWR. H. THE HIGHEST RETURN LOSS VALUE FROM THE PLOT IS THE RETURN LOSS AND THE HIGHEST VSWR VALUE FROM THE PLOT IS THE VSWR. RECORD THE RETURN LOSS, VSWR AND THE ASSOCIATED FREQUENCY FOR THE EBTS R1 VALUE SHOULD BE LESS THAN OR EQUAL TO - 3.98 DB AND THE VSWR VALUE SHOULD BE LESS THAN OR EQUAL TO 1:5:1. I. REPEAT STEPS 3A THROUGH 3H FOR ALL THE EBTS ANTENNAS (I.E. R2 THROUGH 03 AS APPLICABLE). J. ROUTE ALL PLOTS AND SPECIFICATION SHEETS TO NEXTEL CONSTRUCTION. NOTE: IF THE RETURN LOSS OR VSWR VALUES DO NOT MEET THE -13.98 DB OR 1:5:1 RESPECTIVE REQUIREMENTS THEN THERE IS A PROBLEM IN THE EBTS ANTENNA OR CONNECTORS. TROUBLESHOOT AND FIX THE SOURCE OF THE MISMATCH, WS ROOF TOP ENTRY HOOD. 18 HOLE ENTRY PORT WITH INSTALL ACCORDING TO COMPATIBLE COAX BOOTS MANUFACTURER'S SPECIFICATIONS. AND CUSHIONS MTS #EP1333 44 P.T. SLEEPERS. ROOFTOP COAX, TYP FASTEN ENTRY HOOD CABLE TRAY TO SLEEPERS WITH GALV LAG SCREWS FLASH AND SEAL TO EXISTING ROOF (N) OPENING IN ROOF, NOTE: CONTRACTOR TO UTILIZE (E) ROOFING CONTRACTOR FOR ANY ROOF WORK TO MAINTAIN (E) ROOF MEMBRANE WARRANTY ROOF TOP H COAX ENTRY 2244 SCALE: 11x17 SCAL CABLE TRAY OVER EXISTING EQUIPMENT 22x34 SCALE: 1/2" =1' -(" 1 11 Y17 S4r`Al G- 4ia " -41 n" INSTALL HOISTING GRIP AS REQUIRED TO SUPPORT COAX, TYP (FIRESTOP) 4 SIGNAGE 1 9!)w'U C. B FUTURE G 0 J c� ANT 2 ANT 4 ANT 3 SECTOR #3 O ANT 1 9 0 0n I .. SECTOR B T a y� >y 9 SECTOR #2 5 ANTENNA CONFIGURATION 22x34 SCALE: NTS IIIIX17 SCALE: I IIIIII'VIII'I �I IIIIIIr I III`'12I�IIII UlliIII I li�ll�lL - � Inch 1/18 1 }a 1 7 , { 5L bL £L Z 111 , ��� �LIIIIIIIIl I_I.I.IIIIllLL11-1111 IIIIIIIl..IIIIJIIIIIIII s LI II 'IIII -1 !- .IIIIII II�IIIIIIIIIIIIIII N DECLINATION 17' 34' RECEIVED CIPY OF TLi KWILA A v O SECTOR #1 fl R PER 1'r CEWFER Ck F JUN 1 �U U J I Cii K 64 DB844H85E -XY L!LhNT 30' -0" 19TH 255° OWNTILT 0 ISSUED FOR 4' -0" ANT 1 ANT 2 ANT 3 ANT 4 R#1 I RRR BBB FUTURE GGG T a y� >y 9 SECTOR #2 5 ANTENNA CONFIGURATION 22x34 SCALE: NTS IIIIX17 SCALE: I IIIIII'VIII'I �I IIIIIIr I III`'12I�IIII UlliIII I li�ll�lL - � Inch 1/18 1 }a 1 7 , { 5L bL £L Z 111 , ��� �LIIIIIIIIl I_I.I.IIIIllLL11-1111 IIIIIIIl..IIIIJIIIIIIII s LI II 'IIII -1 !- .IIIIII II�IIIIIIIIIIIIIII N DECLINATION 17' 34' RECEIVED CIPY OF TLi KWILA A v O SECTOR #1 fl R PER 1'r CEWFER Ck F JUN 1 �U U J I Cii K 64 CURRENT ISSUE DATE: 3 -31 -05 ISSUED FOR: CONSTRUCTION I dwWn group, Inc �• iORNeRsirOofVe 14201 NE 200th Shell, Suit 400 Woodinville, WA 99072 PHONE: 425.508.0110 FAX 425.4@7.1734 EMAIL: mq o 1 M NO TRESPASSING 0 SIGNAGE ALL SIGNS TO BE ETCHED ON UV STABLE RED PLASTIC WITH WHITE LETTERING 1" HIGH MINIMUM NOTICE Q RF CalkoUd AnM Bwond TAY PbiM Rodlo k'Wwy CM @n*NW Msy w=W FCC SYndwd§ kx pn»rMl Pubk fin. Only to INWINd wake N wmrMYd b"Aw Fa you MNW; Obey d pwW NPa• MdIM k niklk ul ft Mna at? Not kom d rMrrra Do nol Mop k► kN of Mftlrf111M{ For hluowii S4 PMMO o d 1 end 1 Y WITH COVER DJUSTABLE SPLICE PLATE, 5 PER TRAY JUMP 3 TETRA TECH It COMMUNICATION SERVICES 10545 WILLOWS RD NE, #110 REDMOND, WA 98052 (425) 278 -7427 (425) 497 -8029 fax AWM 10545 WILLOWS ROAD NE #100 REDMOND, WA 98052 PHONE: (425) 278 -7415 FAX: (425) 278 -7404 TUKWILA WA 0637 -C 15215 52ND AVE. SOUTH SEATTLE, WA 98188 KING COUNTY NEXTEL SITE NO: WA 0637 -C DRAWN BY: DRA CHECKED BY: ,pig =ASTEN TOGETHER PT S NECESSARY TO CREATE �vvr rnu MUMr -RED TO SLEEPER, (NOT ADHERED TO ROOF MEMBRANE) FOR INFORMATION OR CONCERNS PLEASE CALL NO-251 -0789 SITE NO. THIS SITE IS ELECTROW- LLy MONITORED. CONTACT THE LOCI AT M2814M PRIOR TO ENTRY. DETAILS AND SWEEP NOTES SHEET NUMBER A -6 QAT ISSUE F R 1 -28-05 PRELIM CD A 2 -18-05 ISSUED FOR CONSTRUCTION Q 3 -31 -05 ISSUED FOR PERMIT CURRENT ISSUE DATE: 3 -31 -05 ISSUED FOR: CONSTRUCTION I dwWn group, Inc �• iORNeRsirOofVe 14201 NE 200th Shell, Suit 400 Woodinville, WA 99072 PHONE: 425.508.0110 FAX 425.4@7.1734 EMAIL: mq o 1 M NO TRESPASSING 0 SIGNAGE ALL SIGNS TO BE ETCHED ON UV STABLE RED PLASTIC WITH WHITE LETTERING 1" HIGH MINIMUM NOTICE Q RF CalkoUd AnM Bwond TAY PbiM Rodlo k'Wwy CM @n*NW Msy w=W FCC SYndwd§ kx pn»rMl Pubk fin. Only to INWINd wake N wmrMYd b"Aw Fa you MNW; Obey d pwW NPa• MdIM k niklk ul ft Mna at? Not kom d rMrrra Do nol Mop k► kN of Mftlrf111M{ For hluowii S4 PMMO o d 1 end 1 Y WITH COVER DJUSTABLE SPLICE PLATE, 5 PER TRAY JUMP 3 TETRA TECH It COMMUNICATION SERVICES 10545 WILLOWS RD NE, #110 REDMOND, WA 98052 (425) 278 -7427 (425) 497 -8029 fax AWM 10545 WILLOWS ROAD NE #100 REDMOND, WA 98052 PHONE: (425) 278 -7415 FAX: (425) 278 -7404 TUKWILA WA 0637 -C 15215 52ND AVE. SOUTH SEATTLE, WA 98188 KING COUNTY NEXTEL SITE NO: WA 0637 -C DRAWN BY: DRA CHECKED BY: ,pig =ASTEN TOGETHER PT S NECESSARY TO CREATE �vvr rnu MUMr -RED TO SLEEPER, (NOT ADHERED TO ROOF MEMBRANE) FOR INFORMATION OR CONCERNS PLEASE CALL NO-251 -0789 SITE NO. THIS SITE IS ELECTROW- LLy MONITORED. CONTACT THE LOCI AT M2814M PRIOR TO ENTRY. DETAILS AND SWEEP NOTES SHEET NUMBER A -6 PF i s Q c oc: i 0 G CV r� 0 EXISTING WALL TEMTECH MIN 3" THICKNESS MINERAL WOOL BATT CORE - DRILL (1) - 3*- OPENING IN EXISTING WALL FOR COMMUNICATION SERVICEs INSULATION FIRMLY (1) - 2" DIA. CONDUIT 10545 WILLOWS RD NE, N110 PACKED INTO OPENING REDMOND, WA 98052 (1) - 2 "— RIGID CONDUIT FOR (425) 278 -7427 ELECTRICAL GENERATOR ROUTING (425) 497 -8029 fax • 10545 WILLOWS ROAD NE 0100 CONTRACTOR SHALL PROVIDE REDMOND, WA 98052 PHONE: (425) 278 -7415 SEAL PERIMETER OF PENETRATION ONE COMPONENT POLYURETHANE BASE 1" MIN. THICKNESS OF FSP PUTTY BETWEEN CONDUIT AND PERIPHERY OF OPENING CORING NOTES: FIRESTOP, FAX: (425) 278 -7404 ELASTOMERIC SEALANT. TULSA, OKLAHOMA 1) THE ELECTRICAL CONTRACTOR SHALL EXHAUST (1-8M331-7325)), (1YPL) HIS EFFORTS IN LOCATING CONDUITS, STRUCTURAL TUILA MEMBERS, ETC. WHICH MAY INCLUDE SCANNING X -RAYS OR METAL DETECTION PRIOR TO CORING WA 0637 -C WALL PENETRATION ONE CONDUIT) 2 ) CORING SHALL NOT BE PERFORMED WITHOUT THE 15215 52ND AVE. SOUTH s THROUGH PENETRATION P SYSTEMS FIRESTO FINAL APPROVAL F FROM THE BUILDING ARCHITECT AND/OR ENGINEER SEATTLE, WA 98188 Q I UL SYSTEM NO. W J -1005 (F- RATING - 2 HR.) UL FIRE RESISTANCE DIRECTORY 3) ALL CORING SHALL BE WITNESSED BY BUILDING KING COUNTY -1998 VOL. II, PAGE 693 ENGINEER AND CONSTRUCTION MANAGER o NOT USED 4) VERIFY WITH BUILDING MANAGER TIMES AND DAYS CURRENT ISSUE DATE: 22x34 SCALE NTS a 11x17 SCALE: NTS 1 O NOT USED 9 CONDUIT PENTRATION THRU WALL DETAIL 22x34 SCALE: NTS WHEN ANY TYPE OF CORING MAY BE PERFORMED 3- 31 -05 cn 11x17 SCALE: NTS 22x34 SCALE: NTS ISSUED FOR: 11x17 SCALE: NTS 3 CONSTRUCTION C 1 �'� /Ts j -.- R DESIGN TEAM: w ,/ l r- I IE D i- C ODE -2 daalpn group. he A 0 Lr) JUN 005 e�o�ireew��o E iNC. N I O 14201 NE 200th SUNK &M 200 Wbudimft, VIN WM PHONE: 425.500.0110 FAX 425.487.1734 EMAIL: rmatYNneowndedninpro,q.00m Cm g nI` 1 l s�, ;J! NEXTEL SITE NO: WA 0637 -C C (E) CONCRETE FLOOR FASTEN 1 C HAN NEL W/ ( ) B-LINE B2000 SERIES CLAMPS. DRAWN BY: DU j (SIZE AS REQ'D) CHECKED BY: JYS LICENSURE: U) v C K W. p � l NOT USED tI/ NOT USED 11/ CONTRACTOR SHALL PROVIDE FSP � 0 22x34 SCALE: S N TS 11x17 SCALE: NT 0 11 22x34 SCALE: NTS 8 PUTTY BETWEEN CONDUIT CORED OPENING (NELSON FIRESTOP) 4 204 I r, 11x17 SCALE: NTS v OR APPROVED F� /3T �, i EQUAL /OIW1L 0 EMM FREE 3 02/1510E i W C 4 NEW 1-5/8"X 1 -5/8" X V -6" LONG GALV. STEEL T I SSUE p 1-28 -05 PRELIM CD CHANNEL (B -LINE * 822) WITH (2) B -LINE rzi 0 MODEL B TWO HOLES 2 -18-05 ISSUED FOR i CORING NOTES: CORNER ANGLES A TO EX STING CONSTRUCTION - 1) THE ELECTRICAL CONTRACTOR SHALL EXHAUST HIS EFFORTS IN LOCATING CONDUITS, CONC. FLOOR W/ (2)1/2 "0 CHEMICAL RECEIVED ANCHOR BOLTS. (TYPICAL BOTH SIDGITY O T� t 3 -31 -05 ISSUED FOR PERMIT STRUCTURAL vILA n I u X -RAYS OR METAL DETECTION PRIOR 0 COR SCANN I NG NG CORE - DRILL (3) 3" 0 OPENINGS MAY 2) CORING SHALL NOT BE PERFORMED WITHOUT THE IN EXISTING CONCRETE FLOOR FOR L / tl(J y ) (3) 2 "0 CONDUITS FINAL APPROVAL FROM THE BUILDING ARCHITECT ' AND /OR ENGINEER THROUGH PENETRATION "ESTOP SYSTEMS R�R�Ir CENTER 3) ALL CORING SHALL BE WITNESSED BY BUILDING UL SYSTEM NO. (;-AJ -1041 (F- RATING --2 HR.) ENGINEER AND PROJECT MANAGER UL FIRE RESISTANCE DIRECTORY -1998 VOL. 2, PG. 126 SHEET TITLE 4) VERIFY WITH BUILDING MANAGER TIMES AND DAYS ALL CONDUIT PENETRATIONS THRU RATED FLOORS, WALLS 8 CLG'S WHEN ANY TYPE OF CORING MAY BE PERFORMED SHALL BE IN ACCORDANCE WITH SECTION 07840, EXHIBIT "C" NEXTEL CONSTRUCTION SPECIFICATIONS DETAIL SHEET -$-HjEET NUMB NOT USED 22x34 SCALE: NTS 11 1x17 SCALE: NTS NOT USED 1 2 1 22x34 SCALE: NTS lllxl7S 7 CONDUIT PENETRATION THRU SLAB DETAIL A-7 CALE: NTS 22x34 SCALE, NTS 11x17 SCALE: NTS 1 Illl�lllrlllll�_ III�II�I gill Iji - 4I Ill�l �f7 I I l I ` jl Ill illl ill ill Ill Ijl I�I II II II Inch 1/16 I 5I I Ijl . lil I I I 6 g q I . L..txw'",., °' •., � � .,�. ., Y s'� tt k , , / �; 0 L b I I ( I I I I I II1111 III. III I� III1 Illl�lllllJIL�ILLL. � LILI�IILL.UII�LI_ 1 11. 111 .1 1�ILIj1 I !llllllll�l111 �I����IIi� Illlil��ll PF pOK W. 04 VWA4 O 22044 I 4. R /STET- \,��i4r� 0 �bNAL EN �� EXPIRES 0215106 NEXTEL RF SY STEM SCHEDULE " MINIMUM SEPARATION BETWEEN GPS ANTENNAS IS 4'. STALL GPS OR SOUTHERN EXPOSURE AND REGIONAL SNOW DEPTH. o RF SYSTEM SCHEDULE 22x34 SCALE: NTS 11x17 SCALE: NTS c LENGTH, FT, • 110± 110± 110± 110± 110± 110± 110± 110± 110± 110± SECTOR ANTENNA AZIMUTH DOWNTILT RAD CTR, FT. AGL MAKE MODEL Z COAX SIZE, ROD ?s A I R 0• 0 �-- GROUND WIRE DOVVNLEAD, 14201 NE 200th SIn4t, Star 200 SEE ELECTRICAL DWGS FEED IN. (0) COAX MFR. ? A 18 0 � 4i a 30 DECIBEL D8844H90E -XY BOTTOM 15/8" COMSCOPE CHECKED BY: �Jys 0 30 '-0" DECIBEL D -XY BOTTOM 15/8" COMSCOPE A I C' 0" - DECIBEL DB844H90E -XY BOTTOM 15/8" COMSCOPE ' B 11 R 240 0 30'-0" DECIBEL DB844H90E -XY BOTTOM 15/8" COMSCOPE B 11 240 0 30 '-0" DECIBEL D8844H90E -XY BOTTOM 15/8" COMSCOPE _ 0 30'-0" DECIBEL DB844H90E -XY BOTTOM 15/8" COMSCOPE B II G 240 - DECIBEL D8844H90E -XY BOTTOM 15/8" COMSCOPE • 0 30' -0" DECIBEL D8844H90E -XY BOTTOM 1 5/8" COMSCOPE } GPS #1" I Y PRIMARY GPS #2" II Y SECONDARY - - 1/2" COMSCOPE COAX CABLE LENGTHS ARE ESTIMATES' CONTRACTOR _- - T COMSCOPE " MINIMUM SEPARATION BETWEEN GPS ANTENNAS IS 4'. STALL GPS OR SOUTHERN EXPOSURE AND REGIONAL SNOW DEPTH. o RF SYSTEM SCHEDULE 22x34 SCALE: NTS 11x17 SCALE: NTS c LENGTH, FT, • 110± 110± 110± 110± 110± 110± 110± 110± 110± 110± PS ANTENNAS c`J d- vrvc -F'J'I ° COAX PORTS, BEYOND - - (BY OTHERS) I /#R1V #B1 V1 I (u z \ o + C a, c �� I > < > < > < > < I OMNI OR P III R 11 240 my ANELANTENNA(COAX COLOR KEY i TO NON - SECTORIZED OMNI COAX PORT ASSIGNMENTS R - RED ANTENNAS AS SHOWN) (VIEWED FROM INSIDE SHELTER) B - BLUE o W - WHITE V INTERIOR ELEVATION VIEW G - GREEN 0 1 LOOKING OUT Y - YELLOW (GPS) POLYPHASER MOUNT DETAIL 0 22x34 SCALE: Nrs 1 ANTENNA AZIMUTH & COLOR CODE 11x17 SCALE: NTS 22x34 SCALE: NTS 11x17 SCALE: NTS INSTALL NEOPRENE COVERS OVER UNUSED ENTRY PORTS SECURE / WITH STAINLESS STL. v o HOSE CLAM —1 YE LLO 1 v, rl n S w , oN rteom)MAH? N N 6 2 J E 0 v I CJ G ,v r, G COAX PORT DETAIL 22x34 SCALE: NTS MTS NEP- 144716 HOLE ENTRY PORT WITH COMPATIBLE COAX BOOTS AND CUSHIONS 1x17 ALPHA BETA GAMMA RX1 TX1 TX2 RX2 (FUTURE) DOUBLE LEG GROUND CONNECTION TO GROUND BAR BELOW ENTRY PORT -/ INTERIOR VIEW LOOKING OUT 12 J ENTRY PORT DETAIL 22x34 SCALE: NTS _11x1 PANEL ANTENNA COAX NOTES 1) THIS KIT CONTAINS ONLY THE ADDITIONAL HARDWARE NEEDED TO MECHANICALLY DOWNTILT AN EMS WIRELESS ANTENNA. © SUPPLIED IN STANDARD MOUNTING KIT, NOT PART OF THIS KIT, 3) DISCARD LOWER POLE ADAPTER BRACKET FROM STANDARD MOUNTING KIT AND REPLACE WITH LONGER BRACKET PROVIDED. 4) INSERT SCISSOR BRACKETS BETWEEN THE UPPER ANTENNA MOUNTING BRACKET AND THE UPPER POLE ADAPTER BRACKET. SECURE USING 1/2 INCH HARDWARE PROVIDED, 5) TO SET THE DEGREE OF DOWNTILT, ALIGN THE DESIRED HOLES ON THE SCISSOR BRACKETS AND SECURE USING 5/16 INCH HARDWARE PROVIDED. © THE NUMBER OF CONNECTORS WILL VARY BASED ON ANTENNA TYPE, 9 (ANTENNA DETAIL GROUND CONNECTION AT EACH JUNCTION 2 "x8" TREATED D.F. BATTEN BOARD (OR CONC. WALL) — 2 "x2" CONTINUOUS STL CHAN14EL OR P1000 UNISTRUT -- STRINGER RUNG — 8 (INTERIOR CABLE TRAY 11X17 A )DE CON ANCE SEE TABLE BE NEWTON #2003 -$, 18" WIDE CABLE TRAY OI2 R.CcI'v' EQUAL (EQUIP TY OF T . GRAY` I }�,�VIhA BAINT FINISH) S/ ERMIT CO's1"E UMBER OF MTS PRODU AX CAB LES UNISTRUT MOUNTED TO CEILING OF >� kN OR LESS MT- F1542 -11 C SHELTER 3/8" ALLTHREAD OR LESS WHERE 12 TO 18 COAX MOUNTED SIDE BY 5 COVERED CABLE 1X17 SCALE: NTS 22x34 SCALE: 1 1/2" =1' Z ROD ?s W �� N ° ^�o e TYP. �-- GROUND WIRE DOVVNLEAD, 14201 NE 200th SIn4t, Star 200 SEE ELECTRICAL DWGS ' NM IG IW 18 IR ? COAX TO G 4 a 4i a PS ANTENNAS c`J d- vrvc -F'J'I ° COAX PORTS, BEYOND - - (BY OTHERS) I /#R1V #B1 V1 I (u z \ o + C a, c �� I > < > < > < > < I OMNI OR P III R 11 240 my ANELANTENNA(COAX COLOR KEY i TO NON - SECTORIZED OMNI COAX PORT ASSIGNMENTS R - RED ANTENNAS AS SHOWN) (VIEWED FROM INSIDE SHELTER) B - BLUE o W - WHITE V INTERIOR ELEVATION VIEW G - GREEN 0 1 LOOKING OUT Y - YELLOW (GPS) POLYPHASER MOUNT DETAIL 0 22x34 SCALE: Nrs 1 ANTENNA AZIMUTH & COLOR CODE 11x17 SCALE: NTS 22x34 SCALE: NTS 11x17 SCALE: NTS INSTALL NEOPRENE COVERS OVER UNUSED ENTRY PORTS SECURE / WITH STAINLESS STL. v o HOSE CLAM —1 YE LLO 1 v, rl n S w , oN rteom)MAH? N N 6 2 J E 0 v I CJ G ,v r, G COAX PORT DETAIL 22x34 SCALE: NTS MTS NEP- 144716 HOLE ENTRY PORT WITH COMPATIBLE COAX BOOTS AND CUSHIONS 1x17 ALPHA BETA GAMMA RX1 TX1 TX2 RX2 (FUTURE) DOUBLE LEG GROUND CONNECTION TO GROUND BAR BELOW ENTRY PORT -/ INTERIOR VIEW LOOKING OUT 12 J ENTRY PORT DETAIL 22x34 SCALE: NTS _11x1 PANEL ANTENNA COAX NOTES 1) THIS KIT CONTAINS ONLY THE ADDITIONAL HARDWARE NEEDED TO MECHANICALLY DOWNTILT AN EMS WIRELESS ANTENNA. © SUPPLIED IN STANDARD MOUNTING KIT, NOT PART OF THIS KIT, 3) DISCARD LOWER POLE ADAPTER BRACKET FROM STANDARD MOUNTING KIT AND REPLACE WITH LONGER BRACKET PROVIDED. 4) INSERT SCISSOR BRACKETS BETWEEN THE UPPER ANTENNA MOUNTING BRACKET AND THE UPPER POLE ADAPTER BRACKET. SECURE USING 1/2 INCH HARDWARE PROVIDED, 5) TO SET THE DEGREE OF DOWNTILT, ALIGN THE DESIRED HOLES ON THE SCISSOR BRACKETS AND SECURE USING 5/16 INCH HARDWARE PROVIDED. © THE NUMBER OF CONNECTORS WILL VARY BASED ON ANTENNA TYPE, 9 (ANTENNA DETAIL GROUND CONNECTION AT EACH JUNCTION 2 "x8" TREATED D.F. BATTEN BOARD (OR CONC. WALL) — 2 "x2" CONTINUOUS STL CHAN14EL OR P1000 UNISTRUT -- STRINGER RUNG — 8 (INTERIOR CABLE TRAY 11X17 A )DE CON ANCE SEE TABLE BE NEWTON #2003 -$, 18" WIDE CABLE TRAY OI2 R.CcI'v' EQUAL (EQUIP TY OF T . GRAY` I }�,�VIhA BAINT FINISH) S/ ERMIT CO's1"E UMBER OF MTS PRODU AX CAB LES NUMBER >� kN OR LESS MT- F1542 -11 OR LESS MT- F1543- OR LESS WHERE 12 TO 18 COAX MOUNTED SIDE BY 5 COVERED CABLE 1X17 SCALE: NTS 22x34 SCALE: 1 1/2" =1' MT -F1595 CABLES ARE REQI SIDE TRAY DETAIL 44.-4-v C-^., ANTENNA ASSEMBLY FASTENED TO THREADED PIPE LINE OF TOP SHROUD ' (2) Y2" GPS COAX LINES OF TEST MOBILE Y "0 COAXIAL ANTENNA CABLE �. PROVIDED BY NEXTEL AND INSTALLED BY ANTENNA CONTRACTOR SECTOR 1 (ALPHA) 7 THREADED ANTENNA MOUNTING PIPE 1 COLORED STRIPE / SUPPLIED WITH ANTENNA INSTALL BY G.C. SEE MANUFACTURERS DETAILS SECTOR 2 (BETA) AND INSTRUCTIONS FOR ASSEMBLY 2 COLORED STRIPE (2) %" BOLTS AND NUTS SECTOR 3 (GAMMA) Y2" COAX CABLE 3 COLORED STRIPE • PROVIDE PLASTIC SELF - LOCKING HANGERS FOR Y2 "O COAX NOTES: ANTENNA CABLE ALL COAX TO BE FURNISHED BY NEXTEL AND INSTALLED BY CONTRACTOR. GPS ANTENNAS TO BE MIN. 12" ABOVE THE TOP OF THE SHELTER. DETAIL FOR DIAGRAMMATIC PURPOSES ONLY. FOLLOW MANUFACTURERS INSTRUCTIONS FOR DETAILS AND ASSEMBLY 7 GPS ANTENNA DETAIL 22x34 SCALE: NTS 11x17 SCALE: NTS 6 TETRA TECH COMMUNICATION SERVICES 10545 WILLOWS RD NE, #110 REDMOND, WA 98052 (425) 278 -7427 (425) 497 -8029 fax AMR= 10545 WILLOWS ROAD NE 0100 REDMOND, WA 98052 PHONE: (425) 278 -7415 FAX: (425) 278 -7404 TUKWILA WA 0637 -C 15215 52ND AVE. SOUTH SEATTLE, WA 98188 KING COUNTY CURRENT ISSUE DATE: 3 -31 -05 ISSUED FOR: 3 C ONSTRUCTION �- PROVIDE APPROPRIATE UtbwN TEAM: SNAP-IN HANGERS BY MTS (OR APPROVED EQUAL) AL I ROOF -TOP COAX BRIDGE c-qn® KIT WITH COVER, SEE TABLE BELOW /— COAXIAL ANTENNA CABLE, �� N ° ^�o e TYP. �-- GROUND WIRE DOVVNLEAD, 14201 NE 200th SIn4t, Star 200 SEE ELECTRICAL DWGS ' NM 4 "x4" PVC ROOF SLEEPER OE PHONE: 425.S.01 10 fAX 423.8'7.1734 EMAIL: rma wm / (INC. IN COAX BRIDGE KIT) PROVIDE RUBBER MAT FOR NEXTEL SITE NO: EACH SLEEPER, MTS #MT -F1637 W A 0637-0 _ TOP OF ROOF DRAWN BY: DRA BRIDGE KIT COVE CHECKED BY: �Jys R WIDTH 11 -1/2" 21 -1/2' *SHOWN 33" -F1595 3/4 " =1'-0" NOTES: 1. COAX CABLE SIZE WILL BE DETERMINED BY RF ENGINEER. REFER TO RF SCHEDULE FOR CABLE SIZE. MANUFACTURER AND COLOR- CODING. 2. COLOR -CODE COAXIAL CABLE: - AT TOP, JUST ABOVE THE GROUND KIT, 2" WIDE TO BE VISIBLE FROM GROUND - AT BOTTOM, JUST OUTSIDE COAX PORT - INSIDE NEXTEL EQUIPMENT ROOM/ENCLOSURE - AT ALL WALL / FLOOR PENETRATIONS 3. RADIUS "R" SHALL BE EQUAL TO OR ANTENNA WITH 7/16 GREATER THAN MANUFACTURER'S DIN CONNECTOR RECOMMENDATION, 7/16 DIN MALE 1/2" JUMPER CABLE, 6 FT MAXIMUM NEXTEL SHELTER 7/16 DIN MALE 7/16 DIN FEMALE DIN FEMALE 18" COAX CABLE . (SEE NOTE 2) SURGE R = TO BE DETERMINED SUPPRESSOR BY COAX CABLE SIZE BOOTED, WEATHER- SEALED WALL FEED DIN MALE 7/16 DIN FEMALE (SILVER PLATED) TYPICAL ANTENNA SCHEMATIC ANTENNA SCHEMATIC DETAIL 1 22x34 SCALE: NTS I 11x17 SCALE: NTS 1 ����� )�)�III�II�I��I�III�IIIIIII IILIIW .l,�JIII,J ,IIIII1I TI Inch 1/16 �2I, rttya 1" ' G I I I I J 6 i � ` 1 7 �W�M1�"fv w 7 Y G z . ; O V. u4 �(��./��6_+1n9t�' F V7�� r , � IIIIIIII III� IIII�IIIIIIIIL ._ L1111 11 � I.1_16 DETAIL SHEET , ww nCUUIKCU: ITEM I OTY I PART NUMBER DESCRI "w" 1 1 N/A 3/4 WRENCH 2 1 WA 7116' WRENCH Cnl I lott�c►IT. Ej GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ERECTION STABILITY AND TEMPORARY BRACING AS NECESSARY UNTIL PERMANENT SUPPORT AND STIFFENERS ARE SAFELY INSTALLED. DRAVMNGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION, WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED, BUT ARE OF A SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED, SUBJECT TO REVIEW AND APPROVAL BY THE ENGINEER. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL AND ELECTRICAL DRAWINGS FOR BIDDING AND CONSTRUCTION. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS, ELEVATIONS AND DETAILS PRIOR TO FABRICATION OR CONSTRUCTION. ALL CONSTRUCTION MEANS AND METHODS SHALL BE IN ACCORDANCE WITH THE STANDARD NEXTEL CONSTRUCTION SPECIFICATIONS "EXHIBIT C" DOCUMENT. o CODE ` 'I I ALL MATERIALS, WORKMANSHIP, DESIGN AND CONSTRUCTION SHALL 00 CONFORM TO THE DRAWINGS AND THE INTERNATIONAL BUILDING CODE � (IBC), 2003 EDITION, STANDARDS WHERE REFERENCED ON THE rN DRAWINGS SHALL BE THE LATEST EDITION. TIMBER i c 2x STUDS DOUGLAS FIR -LARCH STUD GRADE (Fb =700 psi) 2x14 DOUGLAS FIR -LARCH #2 N ALL GRADES SHALL BE CONFORM TO CURRENT FOR WESTERN LUMBER ". "VWVPA GRADING RULES w / IO STR 11 UCTURAL NOTES 22x34 SCALE: NTS x17 SCALE: N TS w / a� C _o N L N C O U a L / a / c n Q) — — — — u / C .0 Ui Q1 0 s U x C l I 0 G ENLARGED EQUIPMENT ROOM FLOOR PLAN 22x34 SCALE: 3/8"= 1' -0" 11x17 SCALE: 3/1 . _ "16 DESIGN DESIGN LOADS WIND LOAD: 100 MPH, EXPOSURE "B" (3 SECOND GUST) I =I .00 (NON- ESSENTIAL FACILITIES) SEISMIC DESIGN CATEGORY = "D" STRUCTURAL STEEL ALL METAL WORK SHALL BE IN ACCORDANCE WITH THE SPECIFICATIONS UNLESS NOTED OTHERWISE, ALL STRUCTURAL SHAPES AND PLATES SHALL CONFORM TO ASTM A38, Fy = 38kai. UNLESS NOTED OTHERWISE. ALL WELDING SHALL BE DONE USING 70ks1 LOW HYDROGEN ELECTRODES AND WELDING SHALL CONFORM TO AM D1.1 -98. WHERE FILLET WELD SIZES ARE NOT SHOWN, PROVIDE THE MINIMUM SIZE PER TABLE 5.8 IN AWS D1.1 -98. BOLTED CONNECTIONS SHALL USE BEARING TYPE GALVANIZED ASTM A307 BOLTS AND SHALL HAVE A MINIMUM OF TWO BOLTS UNLESS NOTED OTHERVNSE. ALL STEEL SHALL BE HOT DIP GALVANIZED IN ACCORDANCE WITH ASTM Al23. STRUT SHALL BE MADE FROM STEEL MEETING THE MINIMUM MECHANICAL PROPERTIES OF ASTM A570, GRADE 33. 3 I � I I C I I I I I O I W 0 NEXTEL ANTENNA ARRAY 19 , S -2 u (E) COAX CABLE TRAY, MOUNTED TO BLDG W LL 2 3 4 5 6 I (E) ANTENNA ARRAY OF OTHERS, TYP I (E) ROOF- MOUNTED HVAC EQUIPMENT, TYP I f NEXTEL EQUIPMENT ' ROOM BELOW AT 2ND FLOOR 2 S -1 7 8 t JO 1 4 '/0 I }� C (E) ACCESS HATCH (E) COAX CABLE TRAY RECEIVED CITY OFTIJK �%]A I I MYA (E) BUILDING ROOF PERMIT C� N G I I 2 OVERALL ROOF PLAN 22x34 SCALE: 1/8 " =1' -0" 11x17 SCALE; 1/18 " =1 r Ilijt�ll:.11l�tlit Inch 1/16 �n 63 ) I t 5) I I. ,2 I 1 1 s pw `7?' - -n t J I Z tt ttttltt���i�t�ltt���. ���il���t�ttttlt .�.ttttlittt�` II IIIl I... II1tll�llllll.11llfilllIIII Il 11 Illl�lllllllllfiiilliiii�lllllllll�lllll 11 1 1 1* TETRA TECH COMMUNICATION SERVICES 10545 WILLOWS RD NE, #110 REDMOND, WA 98052 (425) 278 -7427 (425) 497 -8029 fax AMWM 10545 WILLOWS ROAD NE #100 REDMOND, WA 98052 PHONE: (425) 278.7415 FAX: (425) 278 -7404 TUKWILA WA 0637 -C 15215 52ND AVE. SOUTH SEATTLE, WA 98188 KING COUNTY CURRENT ISSUE DATE: 3 -31 -05 ISSUED FOR: CON STRUCTION I a«q� �! i 22 -IrO EN C . 14201 NE 200th St*K SuY 200 V*oda,ha., VM Seo72 PHONE: 425.508.0110 FAX 425.487.1734 EMAIL: rmannonopWrad@ds6 NEXTEL SITE N �637 WA -C DRAWN BY: DRA CHECKED BY: JYS PK W. Ol 0 2204 ., ' y ��, 0 � EXPIRES 02/15f00 3 NEW PARTION WALL FOR NEXTEL EQUIPMENT ROOM SEE ARCHITECTURAL DRAWING FOR CONRTRI Ir rinm U 1 -28.05 PRELIM CD Q 2 -18-05 ISSUED FOR CONSTRUCTION Q 3-31 -05 ISSUED FOR PERMIT N HEET TITLE STRUCTURAL PLAN, NOTES AND DETAILS SHEET N MB ER S.1 1 3 NEW PARTION WALL FOR NEXTEL EQUIPMENT ROOM SEE ARCHITECTURAL DRAWING FOR CONRTRI Ir rinm PF r n PROPOSED DOUBLE 204 WOOD SKID W/ 1/2 "0 LAG I I OUTLINE OF PROPOSED SCREW C 24" O.C. I I NEXTEL EQUIPMENT CABINET I r I I (E) 3/4" T81G PLYWOOD I I � �-- (E) 1 1/2" CONIC TOPING D I (E) TJL 18" & 24" DEEP 14 OPEN WEB JOIST — 00 v 0 Ln o SECTION DETAIL 22x34 SCALE: 1"= 1' -0" 11x rn C v O Y f— v 00 C !J N I V 0 / a, z O' o+ C Q) C 01 C w / N C v c 0 U / aU rn 0 O in 0 0 '0 / C c _0 N m c 0 U / u v O s J CC E – 0 10 ao I u l 0 0 N 1/4" THK RF- TRANSPARENT FIBERGLASS PANEL (FIBERGRATE COMPOSITE STRUCTURES) WITH 300 BOLTS AND WASHERS Q 12" O.C. SINGLE CHANNEL BRACKET (B -LINE "B409.18") 1/2" = – T - - - - -- -- - - - - -- L 2x2x3/16" AT TOP & BOTTOM � .4 - - -- � I I � I � I � I t I I O I I I I I ANTENNA MOUNTING BRACKET PROVIDED BY ANTENNA MFR � I I I I I I I I I I I I I I I I I I I I I I ni STEEL CHANNEL (B -LINE "812" FOR ANTENNA 3 SCREEN SUPPORT _'o [2 2X34 ECTION DETAIL SCALE: 3" PROVIDE 3/8 "0 HEX HEAD CAP SCREW (B -LINE "HHCS 3/8x1 ") W/ CHANNEL "SPRING NUT" (B -LINE "N7281 (E) 6 3/4 "x28 1/2" GLULAM PROPOSED NEXTEL PANEL ANTENNA TYP OF (4) ANTENNAS PER SECTOR (3 NEW d,, FUTURE) — PROPOSED ANTENNA ELEV I 1 PRO POSED ANTE _ ' EV = 30' -0"t B/O PROPOSED ANTENNA ELEV = 28' -O"t � B/0 PROPOSED SCREEN L �F ELEV = 26-6 "t T/O (E) ROOF ELEV = 25' -O"t �I b N r 1 T� I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I r A � I J L 2x2x3/16" W/ 3/8 "0 BOLTS AT TOP & BOTTOM SINGLE CHANNEL BRACKET (B -LINE "B409 -18 ") AT TOP & BOTTOM STEEL CHANNEL (&LINE "B12 ") FOR ANTENNA & SCREEN SUPPORT (7' -9 "LONG) 1/4" THK RF- TRANSPARENT FIBERGLASS PANEL3/8" 0 BOLTS AND WASHERS AT 12" O.C. VALMONT /MICROFLECT TRI- SECTOR ROOFTOP BALLAST FRAME 092110) W/ RUBBER MAT S-3 (E) FINISH ROOF (E) 2x BLOCKING ,4 BETWEEN TJL'S — (E) GLULAM 51/8 "x18" ANTENNA MOUNTING ELEVATION 22x34 SCALE: 1/2 " =1' -0" 11x17 SCALE: 1/4 " =1' -0" 16 GA GALVANIZED SHEET METAL AT CORNER OF EACH SCREEN COONECT WITH B -LINE "B150" ANGLE BRACKET AND" B22" VERTICAL MEMBER ---- -� 1/4" THK RF TRANSMITTABLE SCREEN PAINT TO MATCH EXISTING BUILDING PROPOSED NEXTEL PANEL ANTENNA TYPICAL OF (4) ANTENNA PER SECTOR VALMONT /MICROFLECT NON- PENETRATING ANTENNA SKID MOUNT 092110) W/ RUBBER MAT =S-1 2' -0" 1x17 SCALE /2 "�,.� �j ANTENNA MOUNTING SECTION 22x 3 ANTENNA MOUNTING SKID LAN 34 SCALE: 1 =1 -0" " , 11x17 SCALE: 1/2 =1 -0" 22x34 11x17 SCALE: 1/4 " =1'-0" Inch 1/16 1 I 1 5b b6 EL Z6 . I. ��III�II���I (�ILLIIIL�ILIII���(.I OUTLINE OF PROPOSED RF- TRANSPARENT FIBERGLASS PANEL 4' -0" III fIl III I l fjl IL) ill I I �I� lIl I)�I I I III III III ICI III III . '�. 'l�+¢W' ° .1d tf!'s ..rtiY�:, u•::4>si. 5 6 F d,,... "T varr kaw'ifff'al7F4i"xR " e' w , ,+: t S I c i r! 1 ,g k1r11 I )< I L I I LLLI Ll�lall.l l- L11_LI I I LLI I (I �.I I I 9, ; r, ;^ I z LII..l. LL LI IIII {L) LILLII:.ILL�IIIIILIaI IIl II ILLLIIIIIr�IIiiIII�IIIIlI1II�IIIII I I I I I I I I I I I I I I I I — VALMONT /MICROFLECT NON- PENETRATING ANTENNA SKID MOUNT (#92110) W/ RUUBER MAT I I I I JUN 14 2005 1 ,Y1.w . `� iUK•eJ. ii` c�3 00 r (E) ROOFING (E) 3/4" PLYWOOD TETRA TECH 1* COMMUNICATION SERVICES 10545 WILLOWS RD NE, #110 REDMOND, WA 98052 (425) 278 -7427 (425) 497 -8029 fax 10545 WILLOWS ROAD NE #100 REDMOND, WA 98052 PHONE: (425) 278 -7415 FAX: (425) 278 -7404 TUKWILA WA 0637 -C 15215 52ND AVE. SOUTH SEATTLE, WA 98188 KING COUNTY CURRENT ISSUE DATE: 3 -31 -05 ISSUED FOR: C ONSTRUCTION (E) TJL OPEN WEB RECEIVED CITY OFTUMV MAY 12 PERMIT CENTE I design group. Inc 1 2 _� COr zi:Rsi aNE i N O 1 N u m A 1 N 0 I N C. 14201 NE 200th Strest. Suit 200 Vtbodinvft. WA 99M 'PHONE: 425.508.0110 FAX: 425.487.1734 EMAIL: mrftsonOPkrrqadmig,prouPaom NEXTEL SITE NO: WA 0637 -C DRAWN BY: DR CHECKED BY: ,IYS r 4 w n C 0 in a� c U V W rn c 0 i 0 r / T n c 0 U / c Z �e r ^ � r� C6 Ln ra • r7 41 I ri r� 0 / 2, w i 00 u N I v O tiu PARTS LIST (Roof FRAME) 94215 ANGLE _6 94227 ANGLE 3 9670 P ATE 6 100310 ANGLE 3 100376 PLATE 3 100393 ANGLE 6 100394 ANGLE J A 3 AWA J IW397 ANGLE 3 100501 ANGLE LEC 3 3 !oust � 6 ffi DWARE LIST OcscRIpmm S /R• 1I 1 3/1 G'S BOLT, NUT & L.w. 1/21 x 2 1/2 K I " - B OLT 2 NUTS, 2 LW- t 2 F.w TOTAL WEIGHT: 810# (DOES NOT 1NCL.UDE MOUNTING PIPES) ALL MEMKR LENGTHS 10' -0 OR LESS PARTS LIST (DOWN Km ioo6ii q ,rye 3 97361 5/6. K B 1 / 2 THREADEp ROD 2; HARDWARE LIST SYM CITY DESCRIPTION NT 2 ± NUT 3/4 CS BOLT. NUT k L.W. LW 24 5 LOCKWASHER CN 12 5/A4 COUPLING NUT TOTAL WEIGHT: 65# 31 -92111 MUST BE ORDERED SEPARATELY FROM FRAMES FOR USE WITH A SINGLE LAYER OF SOUR OR HOLLOW CORE BLOCKS OR DOUBLE LAYER OF HOLLOW CORE BLOCKS. BALLAST CALCULATION TO RESIST OVERTURNIIa '1'L - MAIM OF ANTENNAS ON EACH FACE OF FAME 'p - WINO LOAD OF ANTENNA. (POUNDS) V . M EOW E o or ANTENNA CL. ABOVE ROOF. (FEET) BALLAST ON EACH SIDE OF FRAM ■ 0.129 N P N EQUATION INCLUDES A 1.5 FACTOR OF SAFETY FOR OVERTURNING (111)(3) - TOTAL BALLAST REMM EKAMPLE: tip - 3 ANTENNAS ON EACH FACE OF FRAME T ■ 110 POUNDS WIDLOAD ON EACH ANTE '� • 6' ANTENNA CL ABOVE ROOF Y - (0.129x3)(110x6) - 255 PO UNDS (3x3) - (253x3) - 765 POUNDS TOTAL BVIAST REQUIRED. 235 POUNDS EVENLY DISTRIBUTED ON EACH SIDE OF THE FRAME. NOTE: A NOMINAL 4 s B u 16 SOLID CONCRETE BLOCK (CW) WEIGHS 20 TD 30 POUNDS. WEIGHT WITH LOCAL SUPPLER. VIM CALCULATION TO RE56T SLIDING; l - COEFFICIENT OF FRICTION V ■ NLNBER OF ANTENNAS ON EACH FACE OF FRAME r ' • WEIGHT T ( I�HWEIGHT Of BALLAST ON EACH SIDE OF FRAIID 2 N P + 1322 EQUATION INCLUDES A 1.5 FACTOR OF SAFETY FOR SLIDING `a EXAWU: - u - ■ 0.7 COEFFICENT OF FRICTION (GALV. STEEL ON RUBBER) N li - 3 ANTENNAS ON EACH FACE OF FRAME 'P - 110 POUNDS WI DLOAD ON EACH ANTENNA -W - 110 4. 1 O, -333 611 POUNDS 6 3x3 11�NLr T �ppE D O TO EACH SIDE OF THE TRIPOD. NOTE: USE THE HIGHEST OF THE BAUAST REO )KWNTS FROM EITHER THE OVERTURNING BALLAST FORMULA .OR THE SLIDING BAUAST FORMLA. IN THE EXAMPLES THE BALLAST TO RESIST SLIDING WALL BE THE HIf'N, TEST BAUAsT REOMIENENT. 50 THE TOTAL BALLAST WILL BE (3x611) . 1322 POUNDS. ro STRUCTURAL NOTES 22x34 SCALE: NTS 111x17 OPTIONAL 1/2 RUBBER MAT K MA BE INSTALLED BETWEEN FA ROOF. MUST BE ORDERED SEPARATELY. NTS 4t 8X ISORBr6916 CONCRETE BLOCKS (CMU) FOR BALLAST. 2- tom■. e- o.■.■:� � • 2 3/6 2 3/8 2 3/6 IOUANTING m SEF LENGTH E HARDWWAR RENNA M Ilil��ililll�ll �Il�lji i�lllji IiI�I�lh��jl Lia ITI�jI - ij`i i��i Iji�il li iii lei ill Inch 1/16 5 I. zI` _IL.IIII oI� 1 1, s IIIIIIIIIII �.1111111ILIJIII I LIII� I � 1{ II7.... } IIIIIIII l i, [! 4 ,. •. 7 �, W.7 III III `III�'IIII 9, K. JUN 14 2005 r NON— PENETRATM, 3 —LEG ROOF FRAME 5' TAU. PRODUCT NUMKR 31 -92110 V 1 , ' L ° p �Q 513 25TH STREET SE; SALEM. on 97= AMAIN: (53W3 -9267 Fax: (33).116 -2040 BY TM CK E8 DATE ?7i D- 100500 S.O. SHEE 1 OF 1 RECEIVED CITY OF Tl KVvILA MAY I PERMIT CENTER 1 TETRA TECH 1* COMMUNICATION SERVICES 10545 WILLOWS RD NE, #110 REDMOND, WA 98052 (425) 278 -7427 (425) 497 -8029 fax AS= 10545 WILLOWS ROAD NE #100 REDMOND, WA 98052 PHONE: (425) 278 -7415 FAX: (425) 278 -7404 TUKWILA WA 0637 -C 15215 52ND AVE. SOUTH SEATTLE, WA 98188 KING COUNTY CURRENT ISSUE DATE: 3 -31 -05 ISSUED FOR: CONSTRUCTION DESIGN TEAM: I dwgn group, km 41 )c 1.201 NE 200th Su"t Suit 200 Woodinville. VM 98072 PHONE: 425.508.0110 FAX 425.487.1734 EMAIL: rrimmnonfilgrrtdedNy„Poupcor, NEXTEL SITE NO: WA 0637 -C DRAWN BY: DRA CHECKED BY: JYS tL.tVA I ION ALL BOLTS ARE GRADE 3. 5/80 x 1 3/4 WITH NUTS AND LOCKWAS14ERS 3LU I NUN C —C LEGEND: BSTC BARE STRANDED PUD PUBLIC UTILITY DISTRICT 0 SPECIAL RECEPTACLE, TINNED CU WIRE TYP. TYPICAL AS NOTED CONT. CONTINUATION VAF WEATHERPROOF - SURGE ARRESTOR CU COPPER = EXIST. EXISTING 0 DISCONNECT SWITCH •y.•. SWITCH G.A. GAUGE EQUIPMENT CONNECTION •� FUSE CONDUIT LEGEND: MIN. MINIMUM GENERATOR O.C. ON CENTER GROUND ROD POWER x JUNCTION BOX — C — GROUND O.D. OUTSIDE DIAMETER O.H. OVERHEAD M METER BASE POWER t NOTES: i SMOKE DETECTOR TELCO I. INSTALLATION OF SECONDARY POWER AND CONNECTION TO METER + CODE NF PCOMPLETED 7, HE COM T EF EGON LAWS, UES CTRIC AND REGULATIONS FOR INSTALLING ELECTRIC WIRES & EQUIPMENT, ALL LATEST ISSUE, AND WITH SPECIFICATIONS PER A.S.T.M. B 231, B 400, I.C.E.A. S651.401, I.C.E.A. PSI -570, & LOCAL PUD. I PROVIDE A METER BASE PER LOCAL UTILITY C, STANDARDS. MOUNT ON SIDE OF OWNER FURNISHED BACK BOARD. 7J 3. UNDERGROUND CONDUIT SHALL BE RIGID POLYVINYL CHLORIDE M CONDUIT: SCHEDULE 40, TYPE 1 CONFORMING TO UL ARTICLE 0 651: WESTERN PLASTICS OR CARLON MANUFACTURER. COUPLINGS a SHALL BE SLIP -0N, SOLVENT SEALED T PIPE: SOLVENT, WESTERN TYPE COMPATIBLE WTH PVC DUCT. ALL BENDS SHALL BE $ "VIDE SWEEP" TYPE WITH A 24" MINIMUM RADIUS. ALL CONDUIT w UNDER ROADS SHALL BE RGS, (OR PVC ENCASED IN 8'x16" RED CONCRETE DUCTBANK). U 4. CONDUIT USED INDOORS SHALL BE E.M.T., AND RIGID GALVANIZED o STEEL FOR OUTDOORS. COUPLINGS SHALL BE RIGID STEEL AND COMPRESSION TYPE FOR E.M.T. SET SCREW FITTINGS ARE NOT PERMITTED. FOR ALL STUBS -UPS, USE RIGID GALVANIZED STEEL i CONDUIT. 5. WIRE AND CABLE SHALL BE OF THE TYPE AND SIZE AS REQUIRED BY NEC. THERE WILL BE NO SPLICES ALLOWED. PROVIDE HDPE Q) PULLING HAND HOLES AS NEEDED. c 6. CONTRACTOR SHALL PROVIDE TEST OF THE GROUNDING SYSTEM w BY CERTIFIED TESTING AGENT. PROVIDE INDEPENDENT TEST RESULTS TO THE PROJECT MANAGER FOR REVIEW. GROUNDING SYSTEM o RESISTANCE TO GROUND SHALL NOT EXCEED 5 OHMS. ALL ABOVE Y COMPRESSION TYPE. ALL BELOW ELOW GRADE AND EXPOSED EXTERIOR GROUNDING CONNECTIONS TO PERMANENT EQUIPMENT AND FIXED BUILDING ELEMENTS SHALL BE CADWELD TYPE. CARE SHALL BE TO VOID POSSIBLE GALVANIC CORROS ON. ALL EXPOSED GROUNDING CONNECTIONS TO BE COATED WITH ANTI - CORROSIVE AGENT SUCH AS n+ NO-OXY ", "NOAOLX" OR "PENETROX ". VERIFY PRODUCT WITH PROJECT MANAGER. ALL BOLTS, WASHERS AND NUTS USED ON i GROUNDING CONNECTIONS SHALL BE STAINLESS STEEL. v 7. ALL EXTERIOR GROUND BARS SHALL BE COATED WITH ANTICORROSIVE AGENT SUCH AS LPS3 OR AS PER NOTE 8 ABOVE. a, S. ALL JUNCTION AND OUTLET BOXES TO BE LABELED WITH KROY TAPE, j OR EQUAL, DESIGNATING ALL CIRCUIT NUMBERS CONTAINED IN EACH BOX. cS 9. VERIFY OPERATION OF SURGE ARRESTOR AFTER SHELTER IS ENERGIZED. 10. CONTRACTOR SHALL COORDINATE WITH SITE SURVEY TO LOCATE c EXISTING UNDERGROUND UTILITIES. WHEREVER POTENTIAL CONFLICTS/ rn INTERFERENCES EXIST, HAND EXCAVATE TO AVOID DAMAGE. CONTACT uj ALL UTILITIES TO LOCATE UNDERGROUND PIPING IN PUBLIC ROW. / 11. VERIFY THAT A.I.C. OF THE UTILITY DOES NOT EXCEED THE A.I.C. RATING C OF THE PROVIDED EQUIPMENT SHELTER PACKAGE. IF OVER 10KAIC, 9 PROVIDE FUSIBLE SERVICE ENTRANCE SWITCH AND CONFIRM LOWERING OF AIC TO ACCEPTABLE LEVELS. N F CALL BEFORE YOU DIGIT O ELECTRICAL LEGEND & NOTES Q 22x34 SCALE: NITS 11 - XI 7 SCALE : WS V O In O O / v C O N N C G U O W N O G !t E N s 1 U O nN PANEL SCHEDULE 22v%A Ct AI C. 1.1Te 11x17 SCALE: NTS M 1" I I 4 I F I ELECTRICAL NOTES: tO (N) LITHONIA GT332Al2 LIGHT FIXTURE W /ELECTRONIC BALLAST AND T -8 LAMPS, PROVIDE W/ EMERGENCY BATTERY BACK -UP. SEE PANEL SCHEULE FOR CIRCUITING 2O (E) TELCO DEMARK INSIDE (E) EQUIPMENT ROOM 33 (N) PANEL "A ". SEE PANEL SCHEDULE FOR 11GTA11 n ELECTRICAL SITE PLAN 22x34 SCALE: 1/4 " =1• -0" 11x17 SCALE: 1 I (E) ELECTRICAL/TELCO ROOM AT 1ST FLOOR L(kD; N TELCO BOARD K) F ` I I I I I MAIN A 120/240V, 10, 3W ELECTRICAL SERVI I I 4O (N) HALO GROUND RING AROUND PERIMETER OF ROOM CONDUITS FOR POWER/TELCO g 81 GEN BATOR POWER It- 3 200AGENERATOR RECEPTACLE 1201240 VAc, 10, 200A SERVICE SUPPLIED AND INSTALLED BY SITE ELECTRICAL CONTRACTOR SERVICE OVER - CURRENT J DISCONNECT SUPPLIED BY OTHERS (WHERE REDID) I I I I SERVICE BOND I I I I I I I I I 2ND FLOOR io ,0 O T T T ARMVC 0—.. n...,... VNRE (REDIBBLAC K) INSULATED NOON- SHIELDDE� D CABBLE. ALARM SCHEMATIC 22x34 SCALE: NTS 11x17 SCALE NT��I� CITY OF TUmiu MAY ELECTRICAL RISER PERMIT CENTER TO BRANCH CIRCUITS DIAGRAM NOTES: TETRA TECH COMMUNICATION SERVICES 10545 WILLOWS RD NE, 0110 REDMOND, WA 98052 (425) 278 -7427 (425) 497 -8029 fax IAL 10545 WILLOWS ROAD NE 0100 REDMOND, WA 98052 PHONE: (425) 278 -7415 FAX: (425) 278 -7404 TUKWILA WA 0637 -C 15215 52ND AVE. SOUTH SEATTLE, WA 98188 KING COUNTY OF CURRENT ISSUE DATE: 3 -31 -05 ISSUED FOR: CONSTRUCTIION DESIGN TEAM: I design group. Inc �� C0RNEFRsirDNE • N 0 1 N m o A. N 0. 11C 14201 NE 200h svftt Suit 200 WbodwrAW. WA 98072 PHONE: 425.508.0110 FAX 425.487.1734 EMAIL: nna oo,,, ffNEXIEL SITE NO: WA 0637 -C DRAWN BY: DRA 2 CHECKED BY: JYS �K W �� OF 1AW Oy S.4 S b)WL EXPIRES 02/1SA6 1) DASHED LINES DENOTE FIELD WORK 200A 200A 2) ELECTRICAL SYSTEM IS RATED AT 10,000 NC. IF HIGHER RATINGS ARE REQUIRED, IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO MEET REQUIREMENTS 3 ) SERVICE BOND IS MADE BY DEVICES (STRAPS, SCREWS, ETC.) SUPPLIED BY EQUIPMENT MANUFACTURER. IF NO SUCH DEVICE IS SUPPLIED, BOND TO BE MADE IN ACCORDANCE WITH NEC ARTICLE 250 GROUND BAR 5 ELECTRICAL RISER DIAGRAM 22x34 SCALE: NTS III x17 SC I CI' ��I' I alu RI;III�1 111 Inch 1/18 z1, ��, ocl. l. b1: IIiIIII�IIIIiIIIl�lllll, Illl�llllillll�llllillll�ll .l_Li.illl�lll 0 POWER FAIL I 1 E PI 20DA MANUAL TRANSFERIPANELSOARD MEN SERVICE OVERCURRENT DISCONNECT IS FIELD INSTALLED iii�llllll I AND HAS A NEUTRAL TO GROUND CONNECTION ESTABLISHED. I I NCH CIRCUIT NEUTRAL BUSBAR DCENTER AND BRANCH POSITIONS CIRCUIT NEUTRAL I I S) CONNECTIONS � I -- - - ---1 5 ELECTRICAL RISER DIAGRAM 22x34 SCALE: NTS III x17 SC I CI' ��I' I alu RI;III�1 111 Inch 1/18 z1, ��, ocl. l. b1: IIiIIII�IIIIiIIIl�lllll, Illl�llllillll�llllillll�ll .l_Li.illl�lll O p O 0 L \\ \ — (E) TELCO CONDUIT TO 2ND FLOOR. n0cm 0 (N) NEXTEL 200A METER E DISCCONNECT SWTCH o (E) ELECTRICAL ROOM (1ST FLR) 1ST FLOOR I I 4) MEN SERVICE OVERCURRENT DISCONNECT IS FIELD INSTALLED iii�llllll I AND HAS A NEUTRAL TO GROUND CONNECTION ESTABLISHED. z I REMOVE NEUTRAL TO GROUND CONNECTION IN MANUAL 7 CONDUIT TRANSFER (3) 0300,1 M4 THHN CU I I S) CONDUCTOR OVERCURRENT PROTECTION DEVICES ARE SELECTED IN ACCORDANCE WITH NEC ARTICLE 240.3 200A GENERATOR I RECEPTACLE: 8) CONDUCTOR SIZING IS SELECTED FROM NEC ARTICLE 215.2 APPLETON #AJA20034R8 2' CONDUIT -- 7) ALL LUGS THAT HOLD MORE THAN ONE WRE SHALL BE LISTED FOR MLXT141ARREL CONNECTIONS (3) 0310, 154 THHN CU I (FOLLOW ROUTING OF I 8 ) ALL CONDUCTORS SHALL BE COPPER (E) CONDUIT TO 2ND FLOOR) I 9) LABEL SERVICE DISCONNECT WTH RED TAG O p O 0 L \\ \ — (E) TELCO CONDUIT TO 2ND FLOOR. n0cm 0 (N) NEXTEL 200A METER E DISCCONNECT SWTCH o (E) ELECTRICAL ROOM (1ST FLR) 1ST FLOOR Q COMMERCIAL POWER FAIL THE AC FAIL RELAY IS CONNECTED TO EACH PHASE OF THE INCOMING POWER. THE NORMALLY OPEN CONTACTS CLOSE UPON POWER UP OF THE BLDG. CONTACTS OPEN UOPN LOSS OF POWER SENDING AN ALARM Q HVAC FAIL RM 11 WHEN HIGH PRESSURE OR LOW PRESSURE BOTCHES ACTIVATE THE LOCK OUT RELAY. THE ALARM CONTACTS HALL OPEN SENDING AN ALARM. T HVAC FAIL ALARM 1N2 WHEN HIGH PRESSURE OR LOW PRESSURE SWITCHES ACTIVATE THE LOCKOUT RELAY. THE ALARM CONTACTS WLL OPEN SENDING AN ALARM. QI MAGNETIC DOOR ALARM THE MAGNETIC DOOR ALARMS ARE WRED NORMALLY OPEN. CONTACTS CLOSE UPON DOOR CLOSURE. WHEN DOOR IS OPENED, CONTACTS OPEN SENDING AN ALARM. © HIGH TEMP. ALARM THE HIGH TEM. ALARM IS SET TO OPEN ON THEM. INCREASE, (OR RISE) T LOW TEMP. ALARM THE LOW TEMP. ALARM IS SET TO OPEN ON TEMP. DECREASE. (OR FALL) SMOKE ALARM THE SMOKE ALARM CONTACTS ARE NORMALLY CLOSED UNDER A'NO SMOKE" CONDITION. WHEN SMOKE IS DETECTED THESE CONTACTS OPEN SENDING AN ALARM. BO SURGE ARRESTOR ALARM FOR SURGE ARRESTOR ALARM, CONNECT TO COMMON AND NORMALLY CLOSED ON TERMINAL BLOCKS. NORMALLY CLOSED CONTACTS WLL BE CLOSED IN NORMAL POAER CONDITION. CONTACTS WLL OPEN IF ELEMENTS BLOW OR A.C. POWER FAILS. REV. # -IDATE - TISSUE F Q 1-28.05 PRELIM CD A ISSUED FOR CONSTRUCTION Q 3-31 -05 ISSUED FOR PERMIT i KECTRICAL SITE PLAN I 1 E -1 P — '— NEL IN NEMA "Vn 12 -RATED ENCLOSURE iii�llllll 'ill� z w� Q COMMERCIAL POWER FAIL THE AC FAIL RELAY IS CONNECTED TO EACH PHASE OF THE INCOMING POWER. THE NORMALLY OPEN CONTACTS CLOSE UPON POWER UP OF THE BLDG. CONTACTS OPEN UOPN LOSS OF POWER SENDING AN ALARM Q HVAC FAIL RM 11 WHEN HIGH PRESSURE OR LOW PRESSURE BOTCHES ACTIVATE THE LOCK OUT RELAY. THE ALARM CONTACTS HALL OPEN SENDING AN ALARM. T HVAC FAIL ALARM 1N2 WHEN HIGH PRESSURE OR LOW PRESSURE SWITCHES ACTIVATE THE LOCKOUT RELAY. THE ALARM CONTACTS WLL OPEN SENDING AN ALARM. QI MAGNETIC DOOR ALARM THE MAGNETIC DOOR ALARMS ARE WRED NORMALLY OPEN. CONTACTS CLOSE UPON DOOR CLOSURE. WHEN DOOR IS OPENED, CONTACTS OPEN SENDING AN ALARM. © HIGH TEMP. ALARM THE HIGH TEM. ALARM IS SET TO OPEN ON THEM. INCREASE, (OR RISE) T LOW TEMP. ALARM THE LOW TEMP. ALARM IS SET TO OPEN ON TEMP. DECREASE. (OR FALL) SMOKE ALARM THE SMOKE ALARM CONTACTS ARE NORMALLY CLOSED UNDER A'NO SMOKE" CONDITION. WHEN SMOKE IS DETECTED THESE CONTACTS OPEN SENDING AN ALARM. BO SURGE ARRESTOR ALARM FOR SURGE ARRESTOR ALARM, CONNECT TO COMMON AND NORMALLY CLOSED ON TERMINAL BLOCKS. NORMALLY CLOSED CONTACTS WLL BE CLOSED IN NORMAL POAER CONDITION. CONTACTS WLL OPEN IF ELEMENTS BLOW OR A.C. POWER FAILS. REV. # -IDATE - TISSUE F Q 1-28.05 PRELIM CD A ISSUED FOR CONSTRUCTION Q 3-31 -05 ISSUED FOR PERMIT i KECTRICAL SITE PLAN I 1 E -1 P — '— NEL IN NEMA "Vn 12 -RATED ENCLOSURE r r Y 1 s r r- p s I E A A* 8,019 (t) 000► AN nAw N N C C w 00 U1 fV I 4 �2! A i rn CD N w C U U) c NOTES: CARRIIEN 1. 2. AILiMNO LIO ��� CA � L ywy M �� 1p 4. & A CCESSM 7. M M Ln O 0 Q) C 0 �I m C 01 u / / cl U Q) OI G t In N C� I G ,ry ;r HVAC SCHEMATIC 2244 SCALE: NTS I STA NDAM w O . V WIN NCAKE CuMTER of M Am way spew 49 r 11MAUAD AM RGW 2 Cc =OOD A mm mm PUMP w�ra mETENO (II SUL.1EO 10OL ITT) Pam NsbE U1/T N (00 MDT T a 0) 3 . -4 - o i --- - - - - -- --- - - - - -i I I I MI CuAAIIINCE I I � I � I I I L ------- � l / K / - A- N .n 0 h MTEY M0. now uwr .2110000 -+ 331= -3 5301�01� -� S3 0101 -3 ouTOOO1t LMT 3/u0000 -+ 42111111 3OW12 -3 .00rODtO -3 A -3 1110111111111111. w11Cnr 0" . ]MOOUC -3 38NWW - 3 OPVWM t1i1D11T (us) 1 -28-05 PRELIM CD 1 t 1/t •boa uNT Q 3-31 -05 ISSUED FOR s3 PERMIT OYEMLL OYpf10N2 75 M 1491 s7 120 9boolt um ouro um ooll MT w A » t/2. to ww1% 2s 1/2, to 4w 1/2s14 + x 1 3/ 1 9. 14 9/t «23 1p w.9 1 1/r a+n RF-1 a 13/1 0 /1&n 1n COOL CMMC111► (oT{ 9.700 12.300 IO.Opp in E//R'.bNC1► gal 11.0 103 10.2 23,200 11.0 I I I L I 1 I I 1 1 1 1 1 1 I I I L-- - - - -- -- NN. CLEARANCE — — I I 1 1 (E) M1TER10R WA.L •, 1 I I 1 \: MN. CLEARANC mI�••- NvAW2 HVAC SYSTEM DETAIL 1x17 SCALE: I 0 Uw JUN 1 4 2005 S i 7r �;• �, t 1• \i tp- 11MIT aulm POW Q0 bll AM 2 1/2���a CAW . 1 7n. RECEIVED CITY OF TCKIVILA (v1A 1 ( PERMIT CENTER L . Ii . � ��a_II I II I � . I •, "I I I f(I IC I h'. I � I I � � I I I I �f !,��! , III ICI �) Ijl -�� - _� iI il ���� 1 t: �,r��7�N+Y 4�•ru. twsAir� 1 �. i r ya ��� �' II�IIII�IIIIIIILL�. LLI IIII�I LIIIIIII�LLIVIIIL�LII .LIJILL�LLLI_ I �`' ` . £ ` '., z � w� LLIIIILLIIII��!" �". IIIILIIILI "LII�J!111(IIII(l II II LIIIIIIIIIII�'I III II IIIIII _ IIIIIIIIIIIII Cooi� 1 11rlEf WAT PUMP TETRA TECH COMMUNICATION SERVICES 10545 WILLOWS RD NE, #110 REDMOND, WA 98052 (425) 278 -7427 (425) 497 -8029 fax 10545 WILLOWS ROAD NE #100 REDMOND, WA 98052 PHONE: (425) 278 -7415 FAX: (425) 278 -7404 TUKWILA WA 0637 -C 15215 52ND AVE. SOUTH SEATTLE, WA 98188 KING COUNTY CURRENT ISSUE DATE: 3 -31 -05 ISSUED FOR: CONSTRUCTION I dowgn group, he O RNER I rO Ew e 14201 NE 200th Strom Suit 200 Woodlnvft, WA 8x072 PHONE: 425.500.0110 FAX 425.4x7,1731 EMAIL: rmrrx�rron ,,, NEXTEL SITE NO: WA 0637 —C DRAWN BY: DRA CHECKED BY: ,IYS LICENSURE: PK W. Ol .1rT' F 1M'+Sy Is NAL EN N EXP►RES 0?/15A6 DATE ISSUE F OR A 1 -28-05 PRELIM CD Q 2_18 -05 ISSUED FOR CONSTRUCTION Q 3-31 -05 ISSUED FOR PERMIT HEET TITLE HVAC DETAILS H TN M RF-1 %owuLINU SYSTEM SCHEMATIC 1 4 EXHIBIT «B„ Outline of Leased Premises *Leased Premises are indicated by the suite outline ' d In red. MIA" — o _ rn -. Co N it I Y �� fE f CJ I — N I LtI ,V v %& a «. rr L. .J � :2-r Om 0 o O M Z '�' c< m o 0 M t C O r -- _; t