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HomeMy WebLinkAboutPermit L08-047 - EDER JOHN - WIRELESS TELECOMMUNICATIONSVERIZON WIRELESS TELECOMMUNICATIONS Sea Mall Rats 16400 Southcenter Py Southcenter Mall L08-047 City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director September 23, 2008 NOTICE OF DECISION TO: John Eder, Applicant King County Assessor, Accounting Division Washington State Department of Ecology Agencies with Jurisdiction All Parties of Record This letter serves as a notice of decision and is issued pursuant to TMC 18.104.170 on the following project and permit approval. I. PROJECT INFORMATION Project File Number: L08 -047 Applicant: John Eder Type of Permit Applied for: Wireless Telecommunication Facilities Project Description: The applicant is requesting approval of a Type I Wireless Telecommunication Facilities [WCF] Permit to modify an existing antenna array at 16400 Southcenter Py. The project includes the replacement of an older model of antenna with a newer version as well as shifting the placement of the antenna array. While existing pole mounts for the antennas will be retained new structural supports will be utilized to fortify the equipment. The height of the new antennas will remain the same as those previously permitted. The color of the antennas will be white to match the color scheme of the building. Feed lines and associated cables will remain the same. Location: 16400 Southcenter Pkwy Associated Files: D08 -406 CB H:NOD VZW.doc Page 1 of 3 09/22/200810:26:02 AM 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Comprehensive Plan Designation/Zoning District: Tukwila Urban Center [TUC] H. DECISION SEPA Determination: The City SEPA Responsible Official has previously: i determined that this application does not require a SEPA threshold determination because it is categorically exempt. Decision on Substantive Permit: The City Community Development Director has determined that the application for a Wireless Telecommunication Facility permit does comply with applicable City and state code requirements and has approved that application, subject to any conditions which are set forth in the Decision. III. YOUR APPEAL RIGHTS The Decision on this Permit Application is a Type 1 decision pursuant to Tukwila Municipal Code §18.104.010. The appeal body for any filed appeal will be the Hearing Examiner. A party who is not satisfied with the outcome of the Hearing Examiner appeal process may file an appeal in King County Superior Court from the Hearing Examiner's decision. IV. PROCEDURES AND TIME FOR APPEALING In order to appeal the Community Development Director decision on the Permit Application, a written notice of appeal must be filed with the Department of Community Development within 14 days of the issuance of this Decision, that is by October 7, 2008. The requirements for such appeals are set forth in Tukwila Municipal Code ch. 18.116. All appeal materials shall be submitted to the Department of Community Development. Appeal materials MUST include: 1. The name of the appealing party. 2. The address and phone number of the appealing party; and if the appealing party is a corporation, association or other group, the address and phone number of a contact person authorized to receive notices on the appealing party's behalf. 3. A statement identifying the decision being appealed and the alleged errors in the decision. CB Page 2 of 3 09/22/200810:14:51 AM H:NOD VZW.doe 4. The Notice of Appeal shall identify (a) the specific errors of fact or errors in application of the law in the decision being appealed; (b) the harm suffered or anticipated by the appellant, and (c) the relief sought. The scope of an appeal shall be limited to matters or issues raised in the Notice of Appeal. 5. Appeal fee of $210. V. APPEAL HEARINGS PROCESS Any administrative appeal regarding the Permit shall be conducted as a closed record hearing before the Hearing Examiner based on the information presented to the Community Development Director, who made the original decision. No new evidence or testimony will be permitted during the appeal hearing. Parties will be allowed to present oral argument based on the information presented to the Community Development Director before their decision was issued. The Hearing Examiner's decision on the appeal is the City's final decision. Any party wishing to challenge the Hearing Examiner's decision on this application must file an appeal pursuant to the procedures and time limitations set forth in RCW ch. 36.70C. An appeal challenging a DNS, an MDNS or an EIS may be included in such an appeal. If no appeal of the Hearing Examiner's decision is properly filed in Superior Court within such time limit, the Decision on this permit will be final. VI. INSPECTION OF INFORMATION ON THE APPLICATION Project materials including the application, any staff reports, and other studies related to the permits are available for inspection at the Tukwila Department of Community Development, 6300 Southcenter Blvd., Suite 100, Tukwila, Washington 98188 from Monday through Friday between 8:30 a.m. and 5:00 p.m. The project planner is Brandon Miles, who may be contacted at 206 - 431 -3684 or by email at bmiles @ci.tukwila.wa.us for further information. Property owners affecte b, this d- vision may request a change in valuation for their property tax purposes. Con :ate g Coun or's Office for further information regarding property tax valuation changes. Brandon J. les, Senior Planner De artment of Community Development City of Tukwila CB H:NOD VZW.doc Page 3 of 3 09/22/200810:14:51 AM I ...... at* o f J au. & Dept. Of Community Development AFFIDAVIT OF DISTRIBUTION / ?/ 5.. v4P V / HEREBY DECLARE THAT: Notice of Public Hearing Determination of Non - Significance Notice of Public Meeting Mitigated Determination of Non - Significance Project Name: % Board of Adjustment Agenda Packet Determination of Significance & Scoping Notice _ 2 Q''c/ -- Board of Appeals Agenda Packet Mailin • re . uested b ' : Notice of Action ,: i/ 11', 1 # fJ Planning Commission Agenda Packet Mailer's signature: Official Notice o _ 2 fir /T i ! g�( .t Short Subdivision Agenda Notice of Application Shoreline Mgmt Permit Notice of Application for Shoreline Mgmt Permit _ _ FAX To Seattle Times Classifieds Mail: Gail Muller Classifieds PO Box 7O - Seattle WA 98111 Other: ' ,1 U/e1.,6/1 C (� ._ /. ' Was mailed to each of the addresses listed/attached on this day of in the year 20 v[/Uv v C: \DOCUMENTS AND SETTINGS ITERI- S\DESKTOP\AFFIDAVITOF DISTRIBUTION.DOC Project Name: % t'l,,�/� Project Number: _ 2 Q''c/ -- Mailin • re . uested b ' : /, ,: i/ 11', 1 # fJ /✓ Mailer's signature: 7 o _ 2 fir /T i ! g�( .t v[/Uv v C: \DOCUMENTS AND SETTINGS ITERI- S\DESKTOP\AFFIDAVITOF DISTRIBUTION.DOC Cizy of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director STAFF REPORT TO THE DIRECTOR PREPARED September 03, 2008 NOTIFICATION: FILE NUMBER: APPLICANT: OWNER: REQUEST: LOCATION: ASSOCIATED PERMITS: SEPA DETERMINATION: COMPREHENSIVE PLAN DESIGNATION: ZONE DESIGNATION: STAFF: ATTACHMENTS: Notification is not required for a Type I land use application. L08 -047 John Eder Legacy Partners I Approval of a type I Wireless Telecommunication Facilities Permit to replace old model of antennas with newer version as well as relocate one section of pipe mounts and structurally enhance the support members supporting the existing equipment shelter. 16400 Southcenter Py D08 -406 Exempt Tukwila Urban Center (TUC) Tukwila Urban Center (TUC) Chris Beale, Planner Project Plans for permit L08 -047 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206- 431 =3670 • Fax: 206= 431 =3665 FINDINGS Vicinity /Site Information Project Description The applicant is requesting approval of a Type I Wireless Telecommunication Facilities [WCF] Permit to modify an existing antenna array at 16400 Southcenter Py. The project includes the replacement of an older model of antenna with a newer version as well as shifting the placement of the antenna array. While existing pole mounts for the antennas will be retained new structural supports will be utilized to fortify the equipment. The height of the new antennas will remain the same as those previously permitted. The color of the antennas will be white to match the color scheme of the building. Feed lines and associated cables will remain the same. Existing Development The applicant will be modifying existing equipment for this permit on property that is owned by Legacy Pertners I. The office is being used as a commercial office building. Surrounding Land Uses The property is zoned TUC and there is a Chevron service station directly to the east, a residential motel and restaurant to the south and a commercial retail development directly to the west. The site is bordered to the west by Southcenter Pkwy and to the north by Strander Blvd. BACKGROUND In 2006, the City adopted a Wireless Facilities Chapter (TMC 18.71) to the Zoning Code. The chapter provides specific location and design requirements for the placement of WCF within the City of Tukwila. The WCF being modified was originally approved by the City in 1998 (L98 -0023) through a conditional use permit. Location Selection Tukwila Municipal Code (TMC) provides a hierarchy of appropriate locations within the City. Generally, co- locations and utilizing existing structures are favored over the development of new standalone WCF within the City. The wireless provider in 1998 was Airtouch Wireless. The site, through mergers and acquisitions, is now operated by Verizon Wireless. TABLE A Type of Permit Required, Based on Type of Wireless Communication Facility ZONING (1) TYPE OF FACILITY RESIDENTIAL COMMERCIAL INDUSTRIAL Transmission Tower co- location Type 1 Type 1 Type 1 Adding antennas to an existing tower Type 1(2) Type 1(2) Type 1(2) Utility pole co- location Type 2 Type 2 Type 2 Concealed building attached Type 2(3) Type 2(3) Type 2(3) Non - concealed building attached Type 2 Type 2 Type 1 New tower or waiver request Type 4 Type 4 Type 4 (1) Zoning for any private /public property or right -of -way Residential — LDR, MDR, or HDR Commercial — O, MUO, RCC, NCC, RC, RCM, TUC, C /LI or TVS Industrial - LI, HI, MIC /L, or MIC /H (2) Provided the height of the tower does not increase and the square footage of the enclosure area does not increase. (3) An applicant may request to install a non - concealed building attached facility, under TMC Section 18.58.150. The applicant is modifying an existing transmission tower co- location antenna array. This decision does not require the use of any new facilities for placement of the new antennas. Design Standards The City provides specific design standards for the placement of WCF within the City of Tukwila. The table below indicates if the applicant's proposal complies with required standards. Table 1 Specific Design Project Project does not comply Not Applicable Notes: Standards does comply The applicant has not proposed a generator. 1. Generators must comply with TMC 8.22 regarding noise. 2.Business License Requirement Verizon has a business license with the City. 3. Only safety signage must be placed on the WCF The applicant does not propose any signage. 4. Accommodations for parking for maintenance personal must be provided. Parking is not affected by this modification. 5. Towers shall either maintain a galvanized steel finish or be painted a neutral color so as to reduce its visual obtrusiveness. This is a co- location, building mounted facility. 6. The design of all buildings and ancillary structures shall use materials, colors, textures, screening, and landscaping that will blend the tower facilities to the natural setting and built environment. The antennas will be painted white as to blend in with the building's color scheme. Screening will not be required because its use would reduce the visual appearance of the building itself. 7. Antennas shall have the same color scheme as the structure they are located on. Antennas will be painted white as to blend with the existing color scheme of the building. 8. WCF poles and towers shall only have safety lights if required by a government agency. No lighting is proposed. 9. No advertising is permitted on WCF No advertising is proposed. 10. Each service provider shall be limited to an equipment enclosure of 360 square feet. 11. In residential zones, the height of the replaced utility pole is limited to 10 above the replaced pole and no taller than 50. The existing facility being modified is not within a residential zone. 12. The replaced utility pole must be used by the owner of the utility pole to support their utility lines. This is not a utility pole facility. 13. The replaced utility pole must have the color and general appearance of the adjacent utility pole. This is not a utility pole facility. 14. Coaxial cables greater than one -half inch in diameter must be within the utility pole. Existing coaxial cables will not be modified. 15. The proposal shall not result in a significant change in the pedestrian environment or preclude the City from making pedestrian improvements. The proposed modifications will not affect pedestrian facilities. 16. All cabinet equipment must be placed outside of the City ROW, unless and exception is granted. The cabinet equipment is not mounted in the public ROW. 17. The WCF shall meet setbacks for the zone it is located within, unless an exception is granted. The WCF is co- location mounted to an existing office building that does meet setback requirements for the associated TUC zoning requirements. CONCLUSIONS 1. The proposed modifications to the existing antenna array will not significantly alter the conditions that currently exist. The new antenna array will not be taller than the current array, the number of antennas will not increase, and the existing pole mounts for the array will be reused. 2. Screening of the WCF will not be required. The visual impact of the antennas will be minimal in relation to the size of the building, all cables, feed lines, and cabinet equipment are concealed and paint matched to the antenna array as to reduce its visibility, and due to the design of the building and its relationship to the surrounding streets the use of screening would reduce the visual appearance of the building. 3. The existing coaxial cables and feed lines will not be altered. 4. As demonstrated in Table 1 the project meets all applicable development standards. 5. The proposed modifications will not alter the surrounding land uses in terms of traffic and pedestrian circulation, building or site design. 6. No noise will be generated from the new antennas being installed. 7. The wireless communications facility has been designed in a way to minimize any visual impact from the project. 8. The proposed project is in keeping with the goals and policies of the Comprehensive Land Use Policy Plan. RECOMMENDATIONS The recommendation to the Director of Community Development is to approve this application for a Type I Wireless Telecommunication Facility permit as applied for by Verizon Wireless. IMMO MI. IN • —1111151111•111111 MI• ■i1 ■ ■ ■11 MI 11 KDC Architects. Engineers, P.C. Design Leaders Since 1978 Denver Corporate/Main Office 7442 S. Tucson Way Suite 180 Centennial, CO 80112 303 - 750 -6999 Fax 303 - 750 -0236 Seattle 4720 2060 St. SW, Suite 200 Lynnwood, WA 98036 425-670-8651 Fax 425 -712 -0846 KDC Asla Ltd. 202 Le Concorde Office Tower Suite 609 Rajchadapisek Road Huaykwang, Bangkok 10320 +66 (0) 2694 1599 Office +66 (0) 2694 1399 Fax RECEi' /E® 'AUG 1 9 2008 COMMUNITY DEVELOPMENT NON - IONIZING ELECTROMAGNETIC EXPOSURE ANALYSIS ENGINEERING CERTIFICATION Prepared for Verizon Wireless "SEA -Mall Rats" Facility 16400 SOUTHCENTER PKWY SEATTLE, WA 98188 KING COUNTY WASHINGTON JUNE 2008 RECEIVED `AUG 1 9 2008 COMMUNITY DEVELOPMENT INTRODUCTION The proposed project entails a modification of an existing Verizon Wireless (VZW) facility. Site plan and elevation /mounting drawings furnished by KDC show that the modified personal wireless facility will be configured as follows: Replacing the existing antennas from each sector with Antel antennas (total 8 antennas). Re- orienting the azimuth and installing new antenna pipe mounts for the Alpha sector. The new antennas and pipe mounts will be mounted and centered at approximately the 73 feet above grade. This is a rooftop site on an existing building at 16400 Southcenter PKWY Seattle, WA 98188. The rooftop has restricted access and is granted to maintenance personnel only. All of the antennas are mounted well above head height for persons standing on the ground. Therefore it is unlikely that anyone other than an authorized person could approach near enough to the rooftop mounted antennas and other wireless equipment to cause RF exposure that exceeds FCC limits. It is expected that RF exposure conditions near ground level at the SEA -MALL RATS site, and on all adjacent properties, due to the contributions from all transmitting antennas, will be well below the FCC public exposure limit. To verify output at the modified VZW facility, 1 have performed EMF power density calculations to determine the exposure conditions that are likely to exist in accessible areas near the modified facility. CALCULATIONS OF RF POWER DENSITY NEAR GROUND LEVEL RF Power densities are computed in accordance with methods described in Evaluation Compliance with FCC Guidelines for Human Exposure to Radiofrequency Electromagnetic Fields, OET Bulletin 65, August 1997. Radio facilities are required to comply with the FCC "Rules & Regulations" CFR 47 §1.1310, Radiofrequency radiation exposure limits. The OET Bulletin 65 RECEIVED D . TAUG 1 9 2008 DEVELOPMENT describes the methods established by the FCC for predicting compliance with the FCC - specified exposure limits. Compliance is determined by comparing RF field predictions with the general population /uncontrolled environment (i.e., "Public ") Maximum Permissible Exposure (MPE) limits allowed by the FCC rules, as specified in CFR47 §1.1310. The following formula has been used to calculate the power densities at specific locations: S(mW /cm2) = 0.36 x ERP (watts) / (Distance in feet)2 This formula is derived from Equation 9 on page 21 of OET Bulletin 65. It includes the effect of ground reflections. The Effective Radiated Power (ERP_ depends on the vertical antenna pattern. THEORETICAL ANALYSIS According to information supplied by KDC personnel, all of the new panel antennas will be mounted and centered at or above 73 -foot level. The panel antennas will project the majority of the transmitted RF energy horizontally and well above all nearby accessible areas. The following theoretical calculations predict the peak exposure condition for a six - foot person standing at the nearest ground -level approach to the transmit antennas. A six -foot tall person standing on the ground near the SEA -MALL RATS site would be at least approximately 67 feet below the center lines of all transmit antennas. The modified VZW facility will operate within both the Cellular and Personal Communications Services (PCS) frequency bands. The calculations assume that the vertical pattems of all new and existing Verizon antennas suppress the maximum ERP by a factor of 50 (i.e., 17dB) downwards towards ground level. CONTRIBUTION OF VERIZON CELLULAR FACILITY TO RF EXPOSURE ENVIRONMENT According to information provided by VZW, Renald Gasparovic, Senior RF Engineer, the maximum ERP from any sector will be less than 711 watts with all cellular channels activated. 'AUG 9 208 co,„, E 4UNar Therefore the worst -case downward ERP will be 711/50 = 14.22 watts from tfiea' modified VZW cellular facility. By use of the power density formula shown on the first page, with input values of 14.22 watts downwards ERP, and a distance of 67 feet, the worst -case calculated power density at head height from the modified VZW cellular facility to a six -foot person standing near this site is 0.001212mW/cm2. The VZW cellular antennas transmit within the base station frequency band of approximately 880 -895 MHz. The Public MPE limit for the lowest base station frequency is 880/1500 = 0.587 mW /cm2. The worst -case calculated exposure condition resulting from the VZW cellular facility is the power density divided by the Public MPE limit for the lowest base station frequency: 100% x 0.001212 /0.587 = 0.206% of the Public MPE limit. CONTRIBUTION OF VERIZON PCS FACILITY TO RF EXPOSURE ENVIRONMENT According to information provided by VZW, Renald Gasparovic, Senior RF Engineer, the maximum ERP from any sector will be equal to 570 watts with all cellular channels activated. Therefore the worst -case downward ERP will be 570/50 = 11.4 watts from the modified VZW cellular facility. By use of the power density formula shown on the first page, with input values of 11.4 watts downwards ERP, and a distance of 67 feet, the worst -case calculated power density at head height from the modified VZW cellular facility to a six -foot person standing near the this site is 0.00097mW /cm2. The VZW PCS antennas transmit within the base station frequency band of approximately 1940 -1945 MHz. The Public MPE limit for PCS frequencies is = 1.0 mW /cm2. The worst -case calculated exposure condition resulting from the VZW PCS facility is the power density divided by the Public MPE limit for the lowest base station frequency: 100% x 0.00097/1.000 = 0.097% of the Public MPE limit. fAUG 1 9 ?PPR coMMu,„, All ground level areas near the SEA -MALL RATS site are expected to have exposure conditions Tess than 0.097% of the Public MPE due to the modified VZW PCS facility. PUBLIC EXPOSURE CONDITIONS NEAR GROUND LEVEL The predicted maximum worst -case RF exposure conditions resulting from the modified VZW cellular and PCS wireless operations, at all ground -level areas near the SEA -MALL RATS site, is the arithmetic sum of the percent contributions from each facility: 0.303% of the Public MPE limit = 0.206% + 0.097% This calculation exposure level is well below the 100% FCC limit. Actual exposure conditions are likely to be much Tess than this worst -case predicted value. FCC COMPLIANCE The Federal Communications Commission (FCC) has determined through calculations and technical analysis that cellular and broadband PCS facilities, such as those operated by VZW, are highly unlikely to cause human RF exposures in excess of FCC guideline limits. Operators of these facilities are thus "categorically excluded" (i.e., exempt) from the requirement for routine environmental processing for determining compliance with the FCC's RF exposure rules. In particular, building- mounted cellular facilities are considered categorically exempt if the maximum transmitted power in any direction is less than 1000 watts ERP, and building- mounted PCS facilities are considered categorically exempt if the maximum transmitted power in any direction is Tess than 2000 watts ERP. According to VZW engineers, the facility atop the building will meet both of these conditions. Thus according to FCC rules, the VZW facility is exempt from further RF safety environmental assessment because it is presumed to be in compliance with the FCC's RF exposure rules. FUTURE COMPLIANCE If future changes at the SEA -MALL RATS site causes excessive exposure conditions in publicly accessible areas, the FCC would not hold VZW responsible for the excessive exposure conditions as long as the contribution from the VZW facility to the RF exposure environment in below 5 %. VEC 'AUG RECE: 1 9 ?008 DEVELOPMENT RF facilities that produce Tess than 5% of the applicable MPE exposure limit at accessible locations are also considered to be exempt from further study. As demonstrated in this report by worst -case exposure calculations, the modified VZW facility will produce far less than 5% of the applicable exposure limit for the public environments. In fact the contribution from the modified VZW facility is predicted to be less than 0.303% of the Public MPE limit. Therefore, pursuant to §1.1310(b)(3) of the Commission's rules no further calculations measurements or other RF studies are required, and the modified VZW facility is presumed to be in compliance with the FCC's RF exposure rules. According to OET Bulletin 65: "...the rules adopted by the FCC specify that, in general, at multiple transmitter sites actions necessary to bring the area into compliance with the guidelines are the shared responsibility of all licensees whose transmitters produce field strengths or power density levels at the area in question in excess of 5% of the exposure limit (in terms of power density or the square of the electric or magnetic field strength) applicable to their particular transmitter." (See §1.1306, Actions which are categorically excluded from environmental processing AND §1.1307, Actions that may have a significant environmental effect for which Environmental Assessments (EAs) must be prepared.) Thus VZW will not be responsible for any future compliance problems at the SEA - MALL RATS site as long as the contribution form the VZW facility to the RF exposure environment remains below 5% COMPLIANCE WITH LOCAL REGULATIONS Because the modified VZW facility is in compliance with federal rules, it is also in compliance with local regulations concerning RF exposure. The following is the complete text of 47 U.S.C. § 332(c)(7)(B)(iv): TAU& 1 9 2008 u vEL-OP ENT "No State or local government or instrumentality thereof may regulate the placement, construction, or modification of the personal wireless service facilities on the basis of the environmental effects of radio frequency emissions to the extent that such facilities comply with the Commission's regulations concerning such emissions." CONCLUSIONS BASED ON CALCULATIONS, AND FEDERAL REGULATIONS Based on my calculations and information supplied to me by VZW representatives, the modified VZW facility, designated as "SEA -Mall Rats ", will comply with current FCC and local rules regarding public exposure to radiofrequency electromagnetic fields. This conclusion is based solely on the comparison of estimated RF exposure conditions in specific areas with the corresponding safe exposure limits set forth in the FCC rules. The FCC exposure limits are based on recommendations by federal and private entities with the appropriate expertise in human safety issues. To ensure full compliance with current FCC rules regarding human exposure to radiofrequency electromagnetic fields, the VZW transmitter should be turned off whenever maintenance and repair personnel are required to work in the immediate vicinity of the VZW antenna. This safety procedure should apply to all future wireless transmission facilities at this site. Any transmit antenna should be de- energized whenever maintenance and repair personnel are required to work in the immediate vicinity of that antenna aperture. E Iris. ' I EXPIRES 8 -9 -20M I REcEivE0 !AUG 1 9 2008 COMM E yp QUALIFICATIONS This report was written and compiled by Sommart Phuansa, an experienced radio engineer in the firm of KDC Architects.Engineers, PC who has been providing engineering services to the wireless industry since 1985. Mr. Phuansas' work was reviewed by Kenneth D. Camp, a principal in the firm of KDC Architects.Engineers, PC who is a registered electrical engineer in the State of Washington and a registered engineer in 28 other states. All representations contained herein are true to the best of my knowledge. 19 June 2008 Kenneth D. Camp, PE Design Leaders Since 1978 SEA MALL RATS — VERIZON WIRELESS RECEIV 0 'AUG 1 91008 DevE opNi" WIRELESS TELECOMMUNICATION FACILITY APPLICATION PROJECT DESCRIPTION LETTER PROJECT DECRIPTION: Verizon Wireless, hereinafter referred to as "VZW" or "Applicant ", proposes to modify its existing antenna array at 16400 Southcenter Parkway. The existing array is located on the rooftop of the existing commercial building and consists of two sectors, 4 antennas per sector, mounted on steel pipes that are attached to a structural frame that supports the existing VZW equipment shelter. VZW proposes to swap out the antennas for different models, and relocate one of the sectors to a slightly different azimuth. This will constitute a structural revision /addition to the steel beams that support the pipe mounts. The current antenna tip- height is 77 -feet and the new antennas will maintain the same tip height. . COMPLIANCE WITH THE CITY'S CODE REQUIREMENTS: The following are general requirements for all Wireless Communication Facilities. 1. Noise — Any facility that requires a generator or other device which will create noise must demonstrate compliance with TMC Chapter 8.22, "Noise ". A noise report, prepared by an acoustical engineer, shall be submitted with any application to construct and operate a wireless communication facility that will have a generator or similar device. The City may require that the report be reviewed by a third party expert at the expense of the applicant. N/A — The facility does not have a generator 2. Business license requirement — Any person, corporation or entity that operates a wireless communication facility within the City shall have a valid business license issued annually by the City. Any person, corporation or other business entity which owns a tower also is required to obtain a business license on an annual basis. VZW has a business license with the City 3. Signage — Only safety signs or those mandated by other government entities may be located on wireless communication facilities. No other types of signs are permitted on wireless communication facilities. VZW understands 4. Parking — Any application must demonstrate that there is sufficient space for temporary parking for regular maintenance of the proposed facility. Parking is not affected by this modification 5. Finish — A tower shall either maintain a galvanized steel finish or, subject to any applicable standards of the FAA or FCC, be painted a neutral color so as to reduce its visual obtrusiveness. SEA MALL RATS PROJECT DECRIPTION LETTER REc yE.0 I AUG 1 9 2008 NIA — this is a building- mounted facility 6. Design — The design of all buildings and ancillary structures shall use materials, colors, textures, screening and landscaping that will blend the tower facilities with the natural setting and built environment. The color of the antennas (white) will remain the same 7. Color — All antennas and ancillary facilities located on buildings or structures other than towers shall be of a neutral color that is identical to or closely compatible with the color of the supporting structure so as to make the antenna and ancillary facilities as visually unobtrusive as possible. The color of the antennas (white) will remain the same — only the models will change 8. Lighting — Towers shall not be artificially lighted unless required by the FAA, FCC or other applicable authority. If lighting is required, the reviewing authority shall review the lighting alternatives and approve the design that would cause the least disturbance to the surrounding areas. No strobe lighting of any type is permitted on any tower. N/A 9. Advertising — No advertising is permitted at wireless communication facility sites or on any ancillary structure or facilities equipment compound. VZW understands 10. Equipment Enclosure — Each applicant shall be limited to an equipment enclosure of 360 square feet at each site. However, this restriction shall not apply to enclosures located within an existing commercial, industrial, residential or institutional building. N/A 18.58.110 Non - concealed Building Mounted Development Requirements. 1. Height — The proposed facility must meet the height requirements of the applicable zoning category. If the building where the facility is located is at or above the maximum height requirements, the antennas are permitted to extend a maximum of 3 feet above the existing roof line. Non - concealed building mounted facilities shall not qualify as "Rooftop Appurtenances" under TMC 18.50.080. The zoning category is TUC where the maximum height allowance is 115 -feet. The replacement VZW antennas will maintain the current tip- height of 77 -feet. 2. Antenna aesthetics — The first preference for any proposed facility is to utilize flush- mounted antennas. Nonflush- mounted antennas may be used when their visual impact will be negated by the scale of the antennas to the building. "Shrouds" are not required unless they provide a better visual appearance than exposed antennas. Antennas shall be painted to match the color scheme of the building(s). The existing antennas are mounted to pipe- mounts and VZW proposes to utilize the existing pipe mounts for the replacement antennas. SEA MALL RATS PROJECT DECRIPTION LETTER RECEIVED IAUG 1 91008 3. Feed lines and coaxial cables — Feed lines and cables should be located below the parap VFMppiw��t of the rooftop. If the feed lines and cables must be visible, they must be painted to match the color scheme of the building(s). VZW will not need to change out the feed lines. They will remain unchanged. 4. Cabinet equipment— If cabinet equipment cannot be located within the building where the wireless communication facilities will be located, then it must be located on the rooftop of the building. If the equipment can be screened by placing the equipment below the parapet walls, no additional screening is required. If screening is required, then the proposed screening must be consistent with the existing building in terms of color, style, architectural style and material. If the cabinet equipment is to be located on the ground, the equipment must be fenced with a 6- foot -tall fence and materials shall be used to screen the equipment from view. Barbed wire may be used in the TVS, LI, HI, MIC /L, and MIC /H zones. The equipment building is located on the rooftop and painted white to match the main color of the building. SEA MALL RATS PROJECT DECRIPTION LETTER CITY OF TUKWILA RECEIVED Department of Comnwsl y Development 'AUG 1 9 2008 6300 Southcenter Boulevard, Tukwila, COMMUNITY WA 98188 DEVELOPMENT Telephone: (206) 431 -3670 FAX (206) 431 -3665 E -mail: tukplan(ci.tukwila.wa.us AFFIDAVIT OF OWNERSHIP AND HOLD HARMLESS PERMISSION TO ENTER PROPERTY STATE OF WASHINGTON ss COUNTY OF KING The undersigned being duly sworn and upon oath states as follows: 1. I am the current owner of the property which is the subject of this application. 2. All statements contained in the applications have been prepared by me or my agents and are true and correct to the best of my knowledge. 3. The application is being submitted with my knowledge and consent. 4. Owner grants the City, its em loyees, ents, ginee contractors or other representatives the right to enter upon Owner's real property, located at / i ey 1'f j I `�A u)A for the purpose of application review, for the limited time necessary to complete that purpot 5. Owner agrees to hold the City harmless for any loss or damage to persons or property occurring on the private property during the City's entry upon the property, unless the loss or damage is the result of the sole negligence of the City. 6. Non - responsiveness to a City information request for ninety (90) or more days, shall be cause to cancel the application(s) without refund of fees. EXECUTED at (city), (1/P (state), on Qt,lu, tAi4 1 b , 20 s(ff K,A a 4 iv►zi (Print Name) 4 0iX) giss-1 114he t boa , Suri-c 6001 felt Iv i y 11 Ll (Address) (160) X35 -? r63' (Phone Number) (Signature) On this day personally appeared before me to me known to be the individual who executed the foregoing instrument and acknowledged that be/she signed the same as bg a voluntary act and deed for the uses and purposes mentioned therein. SUBSCRIBED AND SWORN TO BEFORE ME ON THIS DAY OF ,20 NOTARY PUBLIC in and for the State of Washington residing at My Commission expires on Pc\PIamting Forms \APPU \2007 Applications \WCPApp124J.doe December 7.2007 CALIFORNIA ALL•PURPOSE ACKNOWLEDOMENT State of California County of SLLK „c e, } RECEIVED AUG 19 1008 COMMUNI DEVELOPMENT On a:oo a before me, Ai bie SCAN o rf� e v Pc) R L U Moor Date Here Mewl personally appeared KE v N f r TZ PATQ t c lc !tone(e) d Sf ALBERTA SUR Con nbelon • 1890662 San Mateo County My Comm. Expires Jul 12, 2009 Place Notary Seal Above who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capactty(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, eat the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my d and offidal seal. Signature sty Norary Reno OPTIONAL Though the Information below Is not required by raw, It may prove valuable to persons relying on the document and could prevent fraudulent removal and reattacMnent of this form to another document Description of Attached Document Tide or Type of Document A f asrc' 62.14.444-42p r S oe I (lo w& Document Date: Number of Pages: Signer(s) Other Than Named Above: Capacity(les) Claimed by Signers) Signer's Name: ❑ Individual ❑ Corporate Officer — Title(s): ❑ Partner — ❑ Limited ❑ General ❑ Attorney In Fact ❑ Trustee ❑ Guardian or Conservator ❑ Other: Signer Is Representing* Hirai; li it Iial if'i 7111 t (11' ;li;Ni =fi Top of thumb here Signer's Name: ❑ Individual O Corporate Officer — Title(s): ❑ Partner — ❑ Limited ❑ General ❑ Attorney in Fact ❑ Trustee ❑ Guardian or Conservator ❑ Other. Signer Is Representing: Itirfil -I ifr;'Af il'RIfJI OF SIC:F!rJl Top of thumb here 02007 Nations/ Notary Aeeoda con• 0350 De Soto Pala, P.a Box 2402•ammwurth. CA 01313, ca• map Item 36907 ReotdenCe81b0.Ree 140Oe784827 SEA MALL RATS MIN NO la i VIEW FROM STRANDER BLVD. MN • KDC ARCHITECTS.ENGINEERS, P.C. 4720 200TH STREET SW SUITE 200 MR I E LYNNWOOD, WA 98036 PHONE: 425.670.8651 FAX: 425.712.0846 EXISTING VIEW 14,444,14:41.4tiErZ4*'-'2L RECEIVED AUG 1 9 2008' WRY PROPOSED VIEW verimpwireless " SEA MALL RATS ® �i ® ID VIEW FROM SOUTH CENTER PARKWAY MN. KDC ATS.E, . 4720 RCHITEC 200TH STREET SW NGINEERST SUIE P 200 C. 11111 I �I LYNNWOOD, WA 98036 �J PHONE: FAX: 425.712.0846 EXISTING VIEW C C E!VED MI(; 1 9 20081 LcartmuNrry Dievetowasir PROPOSED VIEW V@I"1on wireless CITY OF TUKWILA Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 FAX (206) 431 -3665 E -mail: tukplan@ci.tukwila.wa.us RECEIVED AUG 1 9 2008 COMMUNITY DEVELOPP4ENT WIRELESS TELE- COMMUNICATION FACILITIES NAME OF PROJECT/DEVELOPMENT: SEA MALL RATS - VERIZON WIRELESS LOCATION OF PROJECT/DEVELOPMENT: Give street address or, if vacant, indicate lot(s), block and subdivision, access street, and nearest intersection. 16400 Southcenter Parkway LIST ALL TAX LOT NUMBERS (this information may be found on your tax statement). 262304- 9021 -05 DEVELOPMENT COORDINATOR : The individual who: • has decision making authority on behalf of the owner /applicant in meetings with City staff, • has full responsibility for identifying and satisfying all relevant and sometimes overlapping development standards, and • is the primary contact with the City, to whom all notices and reports will be sent. Name: John Eder Address: KDC Architects.Engineers, PC 4720 200th St, SW, Suite 200, Lynnwood, WA 98036 Phone: 253- 278 -2902 E -mail: john.eder @kdcarchitects.com FAX: 866 - 788 -9927 Signature: Date: P: \Plammng Forms \Applications \2007 App0 ations \WCFApp- 12 -07.doc December 7, 2007 APPLICATION FOR STAFF USE ONLY Permits Plus Type P-WCF Planner: File Number: LoA9.-- DL/- Application Complete (Date: ) Project File Number: Application Incomplete (Date: ) Other File Numbers: NAME OF PROJECT/DEVELOPMENT: SEA MALL RATS - VERIZON WIRELESS LOCATION OF PROJECT/DEVELOPMENT: Give street address or, if vacant, indicate lot(s), block and subdivision, access street, and nearest intersection. 16400 Southcenter Parkway LIST ALL TAX LOT NUMBERS (this information may be found on your tax statement). 262304- 9021 -05 DEVELOPMENT COORDINATOR : The individual who: • has decision making authority on behalf of the owner /applicant in meetings with City staff, • has full responsibility for identifying and satisfying all relevant and sometimes overlapping development standards, and • is the primary contact with the City, to whom all notices and reports will be sent. Name: John Eder Address: KDC Architects.Engineers, PC 4720 200th St, SW, Suite 200, Lynnwood, WA 98036 Phone: 253- 278 -2902 E -mail: john.eder @kdcarchitects.com FAX: 866 - 788 -9927 Signature: Date: P: \Plammng Forms \Applications \2007 App0 ations \WCFApp- 12 -07.doc December 7, 2007 SHEET INDEX ARCHMUUBAL T -1 TITLE SHEET A -1 SITE PLAN A -2 ENLARGED SITE PLAN, EXISTING AND PROPOSED ANTENNA LAYOUT A -3 EXISTING AND PROPOSED SITE ELEVATIONS A -4 DETAILS STRUCTURALS S -1 STUCTURAL NOTE AND ROOFTOP PLAN S -2 PARTIAL ROOFTOP PLAN AND DETAILS PROJECT DIRECTORY APPLICANT; VERIZON WIRELESS 15900 SE EASTGATE WAY M/S 231 BELLEVUE, WA 98008 APPUCANT AGENT; KDC ARCHITECTS 4720 200TH STREET SW., SUITE 200 LYNNWOOD, WA 98036 CONTACT: JOHN EDER PHONE: (253) 278 -2902 FAX: (866) 788 -9927 ARCHITECT /ELECTRICAL ENGINEER. KDC ARCHITECTS 4720 200TH STREET SW., SUITE 200 LYNNWOOD, WA 98036 CONTACT: ERIC CAMP PHONE: (425) 670 -8651 FAX: (425) 712 -0846 PROJECT INFORMATION WASHINGTON STATE CODE COMPUANCE: 2006 IBC, STANDARDS AND AMENDMENTS —WAC 51 -50; 2006 IMC, STANDARDS AND AMENDMENTS —WAC 51 -52; 2006 IFC, STANDARDS AND AMENDMENTS —WAC 51 -54; 2006 IPC, STANDARDS AND AMENDMENTS —WAC 51 -56, 51 -57. SITE NAME: SEA —MALL RATS SITE ADDRESS: 16400 SOUTHCENTER PRWY SEATTLE, WA. 98188 OWNER. LEGACY PARTNERS I TUKWILA 10655 NE 4TH ST. #812 BELLE3VUE, WA. 98004 JURISDICTION: CITY OF SEATTLE PARCEL NUMBER: 2623049021 PROJECT DESCRIPTION: THIS PROPOSAL IS FOR THE REMOVAL OF EXISTING ANTENNAS (8 TOTAL, 4 PER SECOTR) AND INSTALL NEW ANTENNAS (8 TOTAL, 4 PER SECTOR) TO AN EXISTING ROOFTOP MOUNTING STRUCTURE verion wireless SEA -MALL RATS 16400 SOUTHCENTER SEATTLE , WA. 98188 LAT: 47 °27'18.98" N LONG: 122 °15'43.63" W LEGAL DESCRIPTION PARCEL 1 OF CITY OF TUKWILA REVISED SHORT PUT 177 -51 -55 AKA BlA /3 -79 REC }7904180861 SD PLAT OAF - POR SE 1/4 OF NW 1/4 BEG AT MONUMENTAL INTSN OF C/L'S OF SOUTNCEN1ER PARKWAY 57TH AVE 5 & STRANDER BLVD 5 164TH ST TH S 8 -45 -5 E 325.05 FT TH S 0 -25 -58 E 30 FT TO AN INTSN WITH 5 UGH SD STRANDER BLVD & TPOB TH CONTG S 0 -25 -58 E 200 FT TH S 89 -45 -58 E 350 FT TH S 0 -25 -58 E 1093.20 FT TH N 89-4.3-19 W 626.31 Fr TO E MGN SOUTHCENTER PARKWAY TH N 0 -57 -48 W 1241.85 FT TO A PT OF CURVE TH NLY & ELY ALG ARC OF CURVE TO RGT RAD 50 FT THRU C/A 91 -11 -50 79.53 FT TO $ MGN STRANDER BLVD TH S 89 -45 -58 E 237.72 FT TO TPOB LESS POR OF SD PAR 1 FOR ST UNDER REC NO 8310250922 CONTRACTOR NOTE THE BIDDING TIRE JOB ARENNEVEVERHEELESS CAUTIONED THAT MINOR OMISSOI NS THE R ERRORS IN THE AND AND OR CATIOtS SHALL NOWT EXCUSE SAID CONTRACTOR COMPLETING THE PROJECT AND IMPROVEMENTS IN ACCORDANCE WRH THE INTENT OF THESE DOCUMENTS. THE BIDDER SHALL BEAR THE RESPONSIBILITY OF NOTIFYING DISCREPANCIES THE THARCHITECT/ENGINEER CON RACTOR SHALL PRICE THEE MORE COSTLY 011 QUE T EXTENSIVE WORK, UNLESS DE SUBMISSION OTHERWISE. OF CONTRACTOR'S PROPOSN_. IN THE EVENT OF GENERAL NOTES 1. DRAWINGS ARE NOT TO BE SCALED, WRITTEN DIMENSIONS TAKE PRECEDENCE, AND THIS SET OF PLANS IS INTENDED TO BE USED FOR DNCRANMATIC PURPOSES ONLY, UNLESS NOTED OTHERWISE THE GENERAL CONTRACTOR'S SCOPE OF WORK SHALL INCLUDE FURNISHING ALL MATERIALS. EQUIPMENT. LABOR. AND ANYTHING ELSE DEEMED NECESSARY TO COMPLETE INSTALLATIONS AS DESCRIBED HEREIN. 2. PRIOR TO THE SUBMISSION OF BIDS, THE CONTRACTORS INVOLVED SHALL VISIT THE JOB SITE AND FAMILARIZE THEMSELVES WITH ALL CONDIONS AFFECTING THE NEW PROJECT. WITH THE CONSTRUCTION AND CONTRACT DOCUMENTS, FIELD CONDITIONS AND CONFIRM THAT THE PROJECT MAY BE ACCOMPUSHED AS SHOWN PRIOR TO PROCEEDING WITH CONSTRUCTION. ANY ERRORS, OMISSIONS. OR DISCREPANCIES ARE TO BE BROUGHT TO THE ATTENTION OF THE ARCHITECT /ENGINEER IN WRITING. 3. THE GENERAL CONTRACTOR SHALL RECEIVE WRITTEN AUTHORIZATION TO PROCEED WITH CONSTRUCTION PRIOR TO STARTING WORK ON ANY ITEM NOT CLEARLY DEFINED BY THE CONSTRUCTION DRAWINGS /CONTRACT DOCUMENTS 4. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE PROJECT DESCRIBED HEREIN. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES. SEQUENCES AND PROCEURES AND FOR COORDINATING ALL PORTIONS OF THE WORK UNDER THE CONTRACT. 5. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS ACCORDING TO MANUFACTURER'S/ VENDOR'S SPECIFICATIONS UNLESS NOTED OTHERWISE OR WHERE LOCAL CODES OR ORDINANCES TAKE PRECEDENCE 6. ALL WORK PERFORMED ON PROJECT AND MATERIALS INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPUCABLE CODES. REGULATIONS, AND ORDINANCES. CONTRACTOR SHALL GIVE ALL NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES. RULES. REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY, MUNICIPAL. AND UTILITY COMPANY SPECIFICATIONS. AND LOCAL AND STATE JURISDICTIONAL CODES BEARING ON THE PERFORMANCE OF THE WORK. 7. THE STRUCTURAL COMPONENTS OF THIS PROJECT SRE/FAGLJIY ARE NOT TO BE ALTERED BY THIS CONSTRUCTION PROJECT UNLESS NOTED OTHERWISE. B. ANTENNA SUPPORTING POLE IS UNDER A SEPARATE CONTRACT. THE CONBRACTOR SHALL ASSIST ANTENNA INSTALLATION SUB - CONTRACTOR IN TERMS OF COORDINATION AND SITE ACCESS. ERECTION SUB - CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTION OF PERSONNEL AND PROPERTY FROM HAZARDOUS EXPOSURE TO OVERHEAD DANGERS. 9. GENERAL CONTRACTOR SHALL PROVIDE AT THE PROJECT SITE A FULL SET OF CONSTRUCTION DOCUMENTS UPDATED WITH THE LATEST REVISIONS AND ADDENDA OR CLARIFICATIONS FOR THE USE BY ALL PERSONNEL INVOLVED WITH THE PROJECT. 10. DETARS INCLUDED HERON ARE INTENDED TO SHOW END RESULT OF DESIGN. MINOR MODIFICATIONS MAY BE REQUIRED TO SUIT JOB CONDmONS OR SITUATIONS, AND SUCH MODOFlGTIONS SHALL BE INCLUDED AS PART OF THE SCOPE OF WORK. 11. THE CONTRACTOR SHALL MAKE NECESSARY PROVISIONS TO PROTECT EXISTING IMPROVEMENTS, EASEMENTS, PAVING, CURBING. ETC. DURING CONSTRUCTION UPON COMPLETION OF WORK. CONTRACTOR SHALL REPAIR ANY DAMAGE THAT MAY HAVE OCCURRED DUE TO CONSTRUCTION ON OR ABOUT THE PROPERTY. 12. CONTRACTOR SHALL ENSURE THE GENERA. WORK AREA IS KEPT CLEAN AND HAZARD FREE DURING CONTRUCTION AND DISPOSE OF ALL DIRT. DEBRIS. RUBBISH AND REMOVE EQUIPMENT NOT SPECIFIED AS REMAINING ON THE PROPERTY, PREMISES SHALL BE LEFT IN CLEAN CONDION AND FREE FROM PAINT SPOTS, DUST, OR SMUDGES OF ANY NATURE APPROVALS /ISSUE DATES wireless PLANS PREPARED BY: SITE ALPHA NO: DATE ISSUED AS STREET WA98036 425,670,861 425.712.0846 Preliminary SURE Preliminary- Revised 1 Zoning - Special Use Permit Application 5773 REGIST ' ED RINIr =T Yj • KENNETH D. CAMP ATE OF WASHINGTON Construction Permit Application DRAWN BY: CRW Issued for Zoninq/Construction Issued for Construction REVISIONS DATE Issued Zoning & Construction Permit BY As Built /Record Set ISSUED FOR 90X CD REVIEW For Owner and Engineering Approval 07/16 2008 VERIZON WIRELESS CELLULAR DESIGN ENGINEER APPROVAL PRINTED NAME SIGNATURE TITLE DATE CEIVED A G 1 9 20001 VERIZON WIRELESS PROPERTY OWNER APPROVAL PRINTED NAME SIGNATURE TITLE DATE SITE PERSPECTIVE 1 SYMBOLS LIST ELEVATION NUMBER SHEET NUMBER ® DETAIL NUMBER SHEET NUMBER SECTION NUMBER SHEET NUMBER — E —E- -T —T - - G—G- [N] [E] PLINE ROPERTY ELECTRICAL SERVICE TELCO SERVICE GROUNDING NEW EXISTING ©, ELECTRIC METER ELECTRICAL WIRING (TURNING UP) ELECTRICAL WIRING (TURNING DOWN) 1 BACKBOARD 1l.*) RECEPTACLE SPECIAL RECEPTACLE QUADRAPLEX RECEPTACLE MASTER GROUND immr BAR IGROUND ATTACHMENT DRIVING DIRECTIONS FROM SEATAC INTERNATIONAL AIRPORT. DEPART SEATTLE - TACOMA INTERNATIONAL AIRPORT ROAD NAME CHANGES TO S 170111 ST 142 YDS TAKE RAMP (LEFT) ONTO LOCAL ROAD(S)0.7 MI FREEWAYS TURN RIGHT ONTO RAMP 0.2 611 51ST AVE. SO. / SOUTHCENTER PKWY. TURN RIGHT (SOUTH) ONTO KUCKITAT DR 0.6 MI TURN RIGHT (SOUTH) ONTO SOUTHCENTER PKWY 0.1 MI ARRIVE 16400 SOUTHCENTER PKWY, SEATTLE, WA 98188 CONFIDENTIAL AND PROPRIETARY Not for disclosure outside VERIZON WIRELESS without permission. VICINITY MAP � , —�. 7., M m'. �I .`�7�a_PJiwy :' �S6titli�entR -FiaP • -- �S1T If 74211 H PLANS PREPARED FOR: wireless PLANS PREPARED BY: Mg MX Pr Pr r .VV KEW ARCHITECTS.ENGINEERS, 4720 2001H LYNNWOOD, RIME: FAX STREET WA98036 425,670,861 425.712.0846 f` SW SURE i P.C. 200 1 LICENSURE: 5773 REGIST ' ED RINIr =T Yj • KENNETH D. CAMP ATE OF WASHINGTON DATE: 07/25/2008 DRAWN BY: CRW CHECKED BY: EJC REVISIONS DATE DESCRIPTION BY 06/19 2008 ISSUED FOR 90X CD REVIEW CRW 07/16 2008 ISSUED FOR REVISED 90% CD REVIEW JpM 07/25 2008 ISSUED FOR CONSTRUCTION CRW CEIVED A G 1 9 20001 O IMMUNITY ELOPMENT PROJECT: SEA- MALL RATS 16400 SOUTHCENTER PKWY SEATTLE, WA. 98188 PROPOSED PROJECT AREA SEE PROPFRIZ UTILTIY EASEMENT 32-0 WIDE W1L11Y EASEMENT t 129.-11.± TO PROPOSED ANTENNA OVERALL SITE PLAN ritil.EPTY UNE 2. 133-5 TO PROPOSED ANTENNA - PROPERTY LIN SCALE FOR 24x36: I= 20'-O SCALE FOR 11X17: 1 = 20' 40' 10' 30' NORTH 0. g 41 eggelognatiMEMNOTESIEssolgong EXISTING PARKING LOT <> EXISTING PLANTER BOX (TYPICAL) <> EXISTING ROOFTOP <> DOMING SIDEWALK (TYPICAL) <> EXISTING 32'-0* WDE UTILITY EASEMENT <> DUSTING ROOFTOP PENTHOUSE <2> EXISTING BUILDING mingssinflOSNORMINGTOSIONINISIM MILILIKILLEIESM8a: ALL PROPERTY BOUNDARIES, ORIENTATION OF TRUE NORTH AND STREET HALF-WIDTHS HAVE BEEN OBTAINED FROM A TAX PARCEL MAP AND ARE APPROXIMATE. PLANS PREPARED FOR: \_<- ven;.rwireIess PLANS PREPARED BY: pmmir - P... P.. F NMI Nor izr air r ; -t;'• IM 1:1 II 1 STREET WA 913036 425.670.8651 425.712.0846 KDC ARCHITECTSINGINEERS, 4720 200111 B./INWOOD, BROM FAX SW SUITE P.C. 200 LICENSURE: .773 REGIS RED . 1 H CT KENNETH D. CAMP STATE OF WASHINGTON DATE: 07/25/2008 DRAWN BY: CRW CHECKED BY: EJC REVISIONS DATE DESCRIPTION BY 06/19 2008 ISSUED FOR 90% CO REVIEW CRW .7/16 2008 ISSUED FOR REVISED 90% CD REVIEW "4 .7/25 ISSUED FOR 2008 CONSTRUCTION CRW PEGEIVED AUG 1 9 2008\ DEOMMUNITY VELOPMFMT PROJECT: SEA- MALL RATS 16400 SOUTHCENTER PKWY SEATTLE, WA. 98188 A.1 SCALE FOR 24x3& 1/4'= r-Cr SCALE FOR 11817: 1 /8• = 1' -01 SCALE FOR 24x36: 1/4'= 1' -0' SCALE FOR 11X17: 1/8' = 1' -01 SITE PLAN 0' 4' 8' 2' 6' N O R T H • 0 EXISTING ANTENNA LAYOUT PROPOSED ANTENNA LAYOUT ISCAE FOR 24x36: 1/4•= 1' -0• SCALE FOR 11X17: 1/8• = 0' 4' 8' abillinneKEVECINOTE O7 PROPOSED VERIZON WIRELESS (4 TOTAL, 2 PER SECTOR) O PROPOSED VERIZON WIRELESS (4 TOTAL, 2 PER SECTOR) <> PROPOSED VERIZON WIRELESS (PER SIRUCIURAI) OPROPOSED VERIZON WIRELESS MOUNTED ON PROPOSED PVC 8'-O' HIGH ANTENNA 4' -O HIGH ANTENNA ANTENNA MOUNT (4 TOTAL) (4) 1/2'0 COAX CABLES, SLEEPERS AT EXISTING ROOFTOP OPROPOSED VERIZON WIRELESS Z' BRACE PER STRUCTURAL OEXISTING VERIZON WIRELESS ANTENNA (8 TOTAL. 4 PER SECTO TO BE REMOVED O7 EXISTING VERIZON WIRELESS ANTENNA MOUNTS (4 TOTAL), TO BE REMOVED ODUSTING (4) 1/2'0 COAX CABLE ROUTE, TO BE REMOVED OEXISTING VERIZON WIRELESS 12' -0' X 24' -0' EQUIPMENT SHELTER AT EXISTING ROOFTOP <> EXISTING VERIZON WIRELESS (4) 1/2'0 COAX CABLE ROUTE AT EXISTING ROOFTOP <> EXISTING VERIZON WIRELESS WIRELESS ANTENNA MOUNT (4 TOTAL) <> EXISTING ROOFTOP PENTHOUSE <> EXISTING PLANTER BOX BELOW <> EXISTING ROOFTOP WALKWAY <> EXISTING BUILDING <> EXISTING ROOFTOP I -BEAMS PER STRUCTURAL <> EXISTING ROOFTOP <> PROPOSED BRACING ALONG EXISTING SHELTER SUPPORT BEAM; REFER TO STRUCTURAL DETAILS 1 /S -2 ilk Nar NORAUNOTESSIMEntili THIS IS NOT A SITE SURVEY. ALL PROPERTY BOUNDARIES, ORIENTATION OF TRUE NORTH AND STREET HALF - WIDTHS HAVE BEEN OBTAINED FROM A TAX PARCEL MAP AND ARE APPROXIMATE. G AL.NME5: SEE 2/A -4 FOR GENERAL NOTES N O R T H SECTOR QUANTITY T02 HEIGHT ANT. 9ZE AZIMUTH MECH. 001111 TILT NUMBER OF COAX RUNS COAX 91E COAX L]4G1H 'A' 2 NEW 77' -0' 8' -0' 15' 4 2 NEW 1/2' 20' -0't 'A' 2 NEW 77' -0' 4' -0' 15' 4 2 NEW 1/2• 20' -0't •G' 2 NEW 77' -0' 8' -0• 190' 0 2 EXISTING 1/2' 20' -0't 'G' _ 2 NEW 77' -0' 4• -0' 190' 0 2 EXISTING 1/2' 20' -0't 2' 6' N O R T H PLANS PREPARED FOR: ver►: • fl wireless PLANS PREPARED BY: IF F 1 mom, immor Par per NW Mg Er a E IN fa a ^ _ rg I 1 1 I I: KDC ARCHRECTS.ENGINEERS, P.C. 4720 200Th STREET SIN SUITE 200 LYNNI81000. WA 08036 PHONE: 425.670.8651 FAX: 425.712.0846 LJCENSURE: .773 REGIS RED �6. , Aj -CT .. KENNETH D. CAMP STATE OF WASHINGTON DATE: 07/25/2008 DRAWN BY: CRW CHECKED BY: EJC REVISIONS DATE DESCRIPTION BY 06/19 2008 ISSUED FOR 90% CD REVIEW CRW •7/16 2008 ISSUED FOR REVISED 90% CD REVIEW ,IPM .7/25 2008 ISSUED FOR CONSTRUCTION CRW 111. -1111110111- - PROJECT; :. MALL RATS 16400 SOUTHCENTER PKWY SEATTLE, WA. 98188 A..2 (SCALE FOR 241136: 1.= 10' -0. SCALE FOR 11017: 1" = 20' -01 TOP OF EXISTING VERIZON WIRELESS ANTENNA'S 7Y -0" 4 TOP OF EXISTING BUILDING 4GRADE 0 0 L 0 0 4 TOP OF PROPOSED VERIZON WIRELESS ANTENNA'S 77. -0" TOP OF EXISTING BUILDING 4GRADE O' -0- EXISTING NORTHEAST ELEVATION ©© 0 0 0' 10' 20' 5' 15' L __ GRADE PROPOSED NORTHEAST ELEVATION 'SCALE FOR 24x3& 1.= 10' -0. SCALE FOR 11917: 1. = 20' -0' 10' 20' 15' GRADE b'-0 O1 PROPOSED VERIZON WIRELESS 8' -0' HIGH ANTENNA (4 TOTAL. 2 PER SECTOR) OPROPOSED VERIZON WIRELESS 4' -0' HIGH ANTENNA (4 TOTAL, 2 PER SECTOR) O PROPOSED VERIZON WIRELESS ANTENNA MOUNT (4 TOTAL) (PER STRUCTURAL) O4 EXISTING VERIZON WIRELESS ANTENNA (6 TOTAL, 4 PER SECTOR) TO BE REMOVED OEXISTING VERIZON WIRELESS ANTENNA MOUNTS (4 TOTAL), TO BE REMOVED OEXISTING VERIZON WIRELESS 12' -0' X 24' -0' EQUIPMENT SHELTER AT EXISTING ROOFTOP OEXISTING VERIZON WIRELESS WIRFI FcS ANTENNA MOUNT (4 TOTAL) ODUSTING ROOFTOP PENTHOUSE O COSTING BUILDING PLANS PREPARED FOR: \--- Vel7m'Iwireless PLANS PREPARED BY: 11■•■ Foisr Fa per F 1.111 PIN lEt. Pi r Mg IEff IN El 1 I.r f Q 1 laC ARCHITECTS.ENGINEERS, i P.C. 1 4720 200111 STREET SW SUITE ZOO LYNNW0013, WA98036 PHONE: 425.670.8651 FAX: 425.7120846 UCENSURE: 773 REGIST D I' IT T KENNETH D. CAMP STATE OF WASHINGTON DATE: 07/25/2008 DRAWN BY: CRW CHECKED BY: EJC REVISIONS DATE DESCRIPTION 9Y 06/19 2008 ISSUED FOR 90X CD REVIEW CRW .7/16 2008 ISSUED FOR REVISED 90% CD REVIEW pH 07/25 ISSUED FOR M• CRW A G 1 9 2O08 1 COMMUNITY EVELOPMENT PROJECT: SEA - MALL RATS 16400 SOUTHCENTER PKWY SEATTLE, WA. 98188 A-3 EOM 1. INSERT SCISSOR BRACKETS BETWEEN THE UPPER ANTENNA MOUNTING BRACKET AND THE UPPER POLE ADAPTER BRACKET. SECURE USING 1/2 INCH HARDWARE PROVIDED. 2. 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. OPTIONAL DOWNTILT BRACKET PIPE MOUNT (TYP) VALMONT MICROFLECT PART #81001 OR APPROVED EQUAL PANEL ANTENNA (TYP) PARTS. ITEM QTY DESCRIPTION Twwwor mem 1!+ FQ F 0 1 ADAPTER, POLE, LOWER ADC ARCHITECTS.ENGINEERS, 4720 20071i LYNNW00D. PHONE: FAX: 0 1 BRACKET. DOWNTILT, POLE UCENSURE: - © 1 BRACKET. DOWNTILT, ANTENNA CHECKED BY: EJC 0 6 1/2 X 1 HEX HEAD BOLT BY © 6 1/2 SPLIT WASHER 07/16 2008 O 2 5/16 X 1 HEX HEAD BOLT ISSUED FOR CONSTRUCRON U 2 5/16 SPLIT WASHER 0 4 1/2' THREADED ROD 0 8 1/2' SPUT WASHER (! 12 1/2` NUT ANTENNA MOUNTING DETAIL NOT TO SCALE ARIEB&LdCUS: 1. THE CONTRACTOR SHALL COMPLY WITH ALL LOCAL AND NATIONAL CODES, REGULATIONS AND SAFETY REGULATIONS, ALL OSHA REGULATIONS. ALL PUBUC AND MUNICIPAL AUTHORTOES. AND ANY UTILITY COMPANIES' REGULATIONS AND DIRECTIVES. 2. THE DRAWINGS AND SPECIFICATIONS ARE A GENERAL DIRECTIVE FOR THE SCOPE OF WORK. EXACT DIMENSIONS AND LOCATIONS MAY CHANGE IN THE FIELD. THE CONTRACTOR IS TO VERIFY THE DIMENSIONS AND LOCATIONS AND REPORT ANY AND AU. DISCREPANCIES TO REPRESENTATIVE. ANY MINOR ERRORS AND OMISSIONS IN THE DRAWINGS AND SPECIFICATIONS DOES NOT EXCUSE THE CONTRACTOR FROM COMPLETING THE PROJECT AND IMPROVEMENTS IN ACCORDANCE WRH THE INTENT OF THESE DOCUMENTS. 3. CONTRACTOR IS RESPONSIBLE FOR FIELD MEASUREMENTS TO CONFIRM LENGTHS OF CABLE TRAYS AND ELECTRICAL UNES AND ANTENNA MOUNTING. 4. VERIFICATION THAT EXISTING TOWER/POLE CAN SUPPORT THE PROPOSED ANTENNA, COAX & ADDmONAL EQUIPMENT LOADING IS TO BE DONE BY OTHERS. GENERAL NOTES NOT TO SCALE ANTENNA CABLE 12' TO 24' WEATHERPROOFING KIT (SEE NOTE 3) CABLE GROUND KIT #6 AWG STRANDED COPPER GROUND WIRE (GROUNDED TO GROUND BAR) (SEE NOTE 1 & 2) 1 2 1/2'0 MAX. CONNECTION OF CABLE GROUND KIT TO ANTENNA CABLE NOTES: 1. DO NOT INSTALL CABLE GROUND KR AT A BEND AND ALWAYS DIRECT GROUND WIRE DOWN TO GROUND BAR. 2. GROUNDING KIT SHALL BE ANDREW SUREGROUND TYPE KR WITH TWO -HOLE LUG. 3. WEATHER PROOFING SHALL BE TWO —PART TAPE KR, COLD SHRINK SHALL NOT BE USED. CABLE GROUNDING DETAIL NOT TO SCALE ROPO 4) 7/8'0 COAX SED (PER ARCH. DRAWINGS) MICROFLECT PVC SLEEPER 8' PLNN PVC TUBE PART # 91585 (CUT AS NEEDED) 04' -0' 0.C. HOLD DOWN CLAMP FASTENED TO 4' X 4' WITH 3/8' X 2 1/2' LONG LAG SCREWS. ROOFTOP COAX CABLE DETAIL NOT TO SCALE NOT USED NOT TO SCALE NOT USED NOT TO SCALE NOT USED NOT TO SCALE NOT USED NOT TO SCALE NOT USED NOT TO SCALE NOT USED NOT TO SCALE NOT USED NOT TO SCALE NOT USED NOT TO SCALE PLANS PREPARED FOR: \/ ven 1=aY • fl wireless PLANS PREPARED BY: Twwwor mem 1!+ FQ F IN lir 1 EMI I ADC ARCHITECTS.ENGINEERS, 4720 20071i LYNNW00D. PHONE: FAX: STREET WA98036 425.670.8651 425.712.0846 P.0 SW SUITE 200 UCENSURE: - 5773 REGIS A RED Af' it CT KENNETH D. CAMP STATE OF WASHINGTON DATE: 07/25/2008 DRAWN BY: CRW CHECKED BY: EJC REVISIONS DATE DESCRIPTION BY 06/19 2008 ISSUED FOR 90X CD REVIEW CRW 07/16 2008 ISSUED FOR REVISED 90X CD REVIEW JPL1 07/25 2008 ISSUED FOR CONSTRUCRON CRW RECEIVED AUG 1 2008 Doe . MUIVIiY LOPMENT S A- MALL RATS 16400 SOUTHCENTER PKWY SEATTLE, WA. 98188 A.4 STRUCTURAL NOTES (THESE NOTES ARE TYPICAL UNLESS NOTED OR DETAILED OTHERWISE ON DRAWINGS). OORE ALL MATERIALS, WORKMANSHIP, DESIGN, AND CONSTRUCTION SHALL CONFORM TO THE DRAWINGS, SPECIFICATIONS, AND THE INTERNATIONAL BUILDING CODE (IBC), 2006 EDITION, AS AMENDED BY THE LOCAL JURISDICTION. SPECIFICATIONS AND STANDARDS WHERE REFERENCED ON THE DRAWINGS ARE TO BE THE LATEST EDITION. DEAD LOAD: SHELTER SELF WEIGHT: 14,000 LBS EQUIPMENT WEIGHT WITHIN SHELTER: 12,000 LBS MAXIMUM PANEL ANTENNA & MOUNT WEGHT: 100 LBS LIVE LOAD: SNOW: 25 PSF WIND LOAD: 85 MPH, EXPOSURE 8 F = qz x G x G = 17.4 PSF ON SHELTER qz = 15.73 PSF (Kz= 0.87,Kzr= 1.0, K. = 0.85) G = 0.85 (RIGID STRUCTURE) Cf = 1.3 (ROOFTOP EQUIPMENT) I = 1.15 (COMMUNICATION EQUIPMENT) SEISMIC LOAD: SEISMIC DESIGN CATEGORY D, SOIL TYPE Sd Fp = QV, [1 +2hx /hr] Wp = 0.570 Wp (LRFD) ap = 1.0 (COMMUNICATIONS EQUIPMENT) Rp = 2.5 (COMMUNICATIONS EQUIPMENT) Sds = 0.950 (Ss = 1.425 & Fa = 1.0 BASED ON LAT. /LONG.) Ip = 1.25 (COMMUNICATIONS EQUIPMENT) hx /hr = 1.0 (ROOF) STRUCIURAI cirri STRUCTURAL STEEL DESIGN, FABRICATION, AND ERECTION SHALL BE IN ACCORDANCE WIN THE RISC 'SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS', LATEST EDITION. SHAPES SHALL CONFORM TO ASTM A992, Fy = 50 KSI. PLATES, ANGLES, AND RODS SHALL CONFORM TO ASTM A36, Fy = 36 KSI. STRUCTURAL TUBING SHALL CONFORM TO ASTM A500 GRADE 8, Fy = 46 KSI. STEEL PIPE SHALL CONFORM TO ASTM A53 GRADE B, Fy = 35 KSI. BOLTS CONNECTING STEEL MEMBERS SHALL CONFORM TO ASTM A325 -N. BOLTS SHALL BE 5/8'0 MINIMUM, U.N.O. ANCHOR BOLTS SHALL CONFORM TO ASTM A307. CONTRACTOR SHALL PROVIDE CONNECTION ADJUSTMENT TOLERANCES TO SATISFY THE REQUIREMENTS OF AISC MANUAL OF STEEL CONSTRUCTION. A mamma WELDING SHALL CONFORM TO AWS 'STRUCTURAL WELDING CODE', 2000 EDITION. ALL WELDING SHALL BE DONE WITH 70 KSI LOW HYDROGEN ELECTRODES WHERE NOT CALLED OUT, MINIMUM FILLET WELD SIZE SHALL BE PER TABLE 5.8 IN AWS D1.1, 2000 EDITION. ALL WELDING SHALL BE DONE BY WASHINGTON ASSOCIATION OF BUILDING OFFICIALS (WABO) CERTIFIED WELDERS. QUALITY ASSURANCE PLAN A QUALITY ASSURANCE PLAN SHALL BE IMPLEMENTED TO VERIFY INSPECTIONS AND OBSERVATIONS ARE COMPLETED AS REQUIRED FOR THE LATERAL FORCE RESISTING SYSTEMS IN ACCORDANCE WITH SECTIONS 1705 AND 1706 OF THE IBC. SUPPORTING DOCUMENTATION SHALL BE PROVIDED BY THE CONTRACTOR TO THE BUILDING OFFICIAL TO ACKNOWLEDGE THEIR AWARENESS OF THESE REQUIREMENTS. SPECIAL INSPECTION - SPECIAL INSPECTION IS NOT REQUIRED PER IBC SECTION 1704.1, EXCEPTION 1, EXCEPT AS REQUIRED BY THE LOCAL JURISDICTION. ANY SPECIAL INSPECTION THAT OCCURS SHALL BE IN CONFORMANCE WITH CHAPTER 17 OF THE IBC. STRUCTURAL OBSERVATION - STRUCTURAL OBSERVATION IS NOT REQUIRED. INSPECTION AND OBSERVATION REPORTS SHALL BE PROVIDED FOR EACH DAY ON SITE. REPORTS SHALL BE DISTRIBUTED TO THE CONTRACTOR, ARCHITECT, ENGINEER, AND BUILDING OFFICIAL GENERAL STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL CIVIL, ELECTRICAL, AND MECHANICAL DRAWINGS FOR BIDDING AND CONSTRUCTION. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS FOR COMPA11BIUTY BEFORE PROCEEDING. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT BEFORE PROCEEDING. CONTRACTOR TO SEE ARCHITECTURAL, CIVIL, ELECTRICAL AND MECHANICAL DRAWINGS FOR SIZE AND LOCATION OF PIPE, VENT, DUCT AND OTHER OPENINGS AND DETAILS NOT SHOWN ON THESE DRAWINGS. CONTRACTOR SHALL BE RESPONSIBLE FOR ERECTION STABIUTY AND TEMPORARY SHORING AS NECESSARY UNTIL PERMANENT SUPPORT AND STIFFENING ARE INSTALLED. CONTRACTOR - INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES SHOWN ON SHOP DRAWINGS ONLY WILL NOT SATISFY THIS REQUIREMENT. DRAWINGS 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 ARCHITECT AND THE STRUCTURAL ENGINEER. PROPOSED SECTOR OF VERIZON WIRELESS ANTENNAS. REFER TO ARCH. DWG'S. MOUNT TO BEAM PER DETAIL 2/S -2. EXISTING VERIZON WIRELESS EQUIPMENT SHELTER. REFER TO Q DESIGN LOADS. 1 PROPOSED SECTOR OF VERIZON / WIRELESS ANTENNAS. REFER TO ARCH. DWGS. CDROOF PLAN SCALE: 3/32' ,G-9' d 5-• I -V 21•-4• PLANS PREPARED FOR: CO CO PLANS PREPARED BY: C ENGINEERING 280 ITN AVE. 5., SUITE 200 EDMONDS. WASHINGTON 98020 PHONE (425) 778 -8500 FAX (423) 776 -5536 UCENSURE: p p, • /6 /0B DATE: 06/17/08 _ DRAWN BY: EWJ CHECKED BY: CAB REVISIONS DATE DESCRIPTION BY 06/17 2008 ISSUED FOR PERMIT SUBMITTAL MS 07/15 2008 ANTENNA SECTOR RELOCATION CAB {{/ RECE,u PP� /( v 1 9 AUC CQMNWNI DEVELCPM1 PROJECT: SEA - MALL RATS 16400 SOUTH CENTER PARKWAY TUKWILA, WA 98188 s MI 1 L BRACE PER PLAN BEND ANGLE AS NECESSARY TO CONNECT TO BEAM 5/8'0 GAL THR EX. BM PER PLAN VALMONT 'V" DESIGN CLAMP, TYP. TOP & BOT 3' STD PIPE HSS PER PLAN 2' -0" BRACE TO BEAM CONNECTION SCALE 1• = 1' -0• 5/8'0 THRU BOLT GALVANIZED CROSS BRACE PER PLAN 1/2'0 GALV. U -BOLT EX. PIPE TO REMAIN OPIPE BRACE DETAIL SCALE: 1" = 1'-0` BENT PL 3/8x9" DEEP W/ (4) -3/4 "0 BOLTS THRU WF & (2) -3/4 "0 BOLTS THRU TS 1 1/2" OSECTION SCALE 1 1/2' = 1'-0' i 1/2'0 GALV. THREADED ROD, TYP. (4)- LOCATIONS EA. PIPE MOUNT 121/2K21/2x 3/16, TIP. EACH SIDE �J. i PROPOSED VERIZON WIRELESS REPLACEMENT ANTENNAS RELOCATED FROM EXIST. TS TO NEW TS, TYP. (4)- LOCATIONS. PROPOSED VERIZON WIRELESS REPLACEMENT ANTENNAS ON COST. PIPE MOUNTS, TYP. (4) LOCATIONS. EXISTING EQUIPMENT SHELTER. REFER TO DESIGN LOADS FOR MAXIMUM WEIGHT OF EQUIPMENT AND SHELTER. L 2 1/2 x 2 1/2 x 3/16, TYP. (8)- LOCATIONS. LOCATE 1/4 POINTS ALONG SHELTER SUPPORT BEAM PLAN NOTES: 1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS & FRAMING SHOWN FOR COMPATIBIUTY PRIOR TO WORK. NOTIFY ENGINEER OF ANY DISCREPANCIES. 2. AU. STEEL SHALL BE HOT DIP GALV. U.N.O. 3. TOP OF ROOF REFERENCE ELEVATION IS 0' -0 ". 4. TOP OF PLATFORM ELEVATION IS 2' -0 ". OPARTIAL PLATFORM FRAMING PLAN SCALE: 1/Y AT SIM. LOCATION, NEW TS CONNECTS TO EX. TS NEW L 21/2x21/2x 3/16• W/ (1) -5/8 "0 A325 BOLT EA. END. CONTRACTOR MAY LOCATE 0 DL SHELTER A.B. LOCATIONS IF WITHIN 6" OF REQUIRED LOCATIONS w w VARIES 21 a OSECTION % SCALE 1' = 1.-0' EX. SHELTER EX. BEAMS PER PLAN PLANS PREPARED FOR: PLANS PREPARED BY: C ENGINEERING 250 47H AVL S.. SUITE 200 EDMONDS. WASHINGTON 88020 PHONE (425) 778 -4500 FAX (425) 778 -5554 UCENSURE: ot w '�a 1L MAI 4' /15/03 DATE: 06/17/08 _DRAWN BY: EWJ CHECKED BY: CAB REVISIONS DATE DESCRIPTION BY 06/17 2008 ISSUED FOR PERIAIT SUBMITTAL JMS 07/15 2008 ANTENNA SECTOR RELOCATION CAB REC rr `I AUG1 CO NML PROJECT: DEVELO SEA - MALL RATS 16400 SOUTH CENTER PARKWAY TUKWILA, WA 98188 S IM 2 •1 SHEET INDEX ARCHMEGEBAL T -1 TITLE SHEET A -1 SITE PLAN A -2 ENLARGED SITE PLAN, EXISTING AND PROPOSED ANTENNA LAYOUT A -3 EXISTING AND PROPOSED SITE ELEVATIONS A -4 DETAILS SIMBJRALS. S -1 STUCTURAL NOTE AND ROOFTOP PLAN S -2 PARTIAL ROOFTOP PLAN AND DETAILS PROJECT DIRECTORY APPLICANT; VERIZON WIRELESS 15900 SE EASTGATE WAY M/S 231 BELLEVUE, WA 98008 APPLICANT AGENT; KDC ARCHITECTS 4720 200TH STREET SW., SUITE 200 LYNNWOOD, WA 98036 CONTACT: JOHN EDER PHONE: (253) 278 -2902 FAX: (866) 788 -9927 ARCHITECT /ELECTRICAL ENGINEER: KDC ARCHITECTS 4720 200TH STREET SW., SUITE 200 LYNNWOOD, WA 98036 CONTACT: ERIC CAMP PHONE: (425) 670 -8651 FAX: (425) 712 -0846 PROJECT INFORMATION WASHINGTON STATE CODE COMPLIANCE; 2006 IBC, STANDARDS AND AMENDMENTS —WAC 51 -50; 2006 IMC, STANDARDS AND AMENDMENTS —WAC 51 -52; 2006 IFC, STANDARDS AND AMENDMENTS —WAC 51 -54; 2006 UPC, STANDARDS AND AMENDMENTS —WAC 51 -56, 51 -57. SITE NAME: SEA —MALL RATS SITE ADDRESS: 16400 SOUTHCENTER PRWY SEATTLE, WA. 98188 OWNER: LEGACY PARTNERS I TUKWILA 10655 NE 4TH ST. #812 BELLE3VUE, WA. 98004 JURISDICTION; CITY OF SEATTLE PARCEL NUMBER' 2623049021 PROJECT DESCRIPTION; THIS PROPOSAL IS FOR THE REMOVAL OF EXISTING ANTENNAS (8 TOTAL, 4 PER SECOTR) AND INSTALL NEW ANTENNAS (8 TOTAL, 4 PER SECTOR) TO AN EXISTING ROOFTOP MOUNTING STRUCTURE veri 011wireless SEA -MALL RATS 16400 SOUTHCENTER SEATTLE , WA. 98188 LAT: 47 °27'18.98" N LONG: 122 °15'43.63" W LEGAL DESCRIPTION PARCEL 1 OF CNY OF TUKWILA REVISED SHORT PLAT /77 -51 -55 AKA BLA /3 -79 REC /7904180861 SD PLAT DAF - POR SE 1/4 OF NW 1/4 BEG AT MONUMENTAL IRISH OF C /L'S OF SOUTHCENTER PARKWAY 57111 AVE 5 & SIRANDER BLVD 5 164TH ST TN 5 8 -45 -5 E 325.05 FT TH S 0 -25 -58 E 30 FT TO AN INT5N WNH 5 MGN S0 STRANDER BLVD & TPOB TH CONTC 5 0 -25 -58 E 200 FT 1H S 89 -45-58 E 350 FT TH 5 0 -25 -58 E 1093.20 FT TH N 89 -43 -19 W 626.31 FT TO E MGN SOUTHCENTER PARKWAY TH N 0 -57 -48 W 1241.85 FT TO A PT OF CURVE 1H NLY & ELY ALG ARC OF CURVE TO RGT RAID 50 FT THRU C/A 91 -11 -50 79.53 FT TO S MGN SIRANDER BLVD TH S 89 -45 -58 E 237.72 FT TO TPOB LESS POR OF 5D PAR 1 FOR ST UNDER REC NO /3310250922 CONTRACTOR NOTE ME ARCHITECTS/ENGINEERS MADE EFFORT �I N DDW�RASOT SE SAIDDI GHE JO B AE NE GUTIONE THATT MINOR OMISSIONS OR ERRORS IN ME SPECIFICATIONS HA N SCOPE CONTRACTOR (F(ROM COMPLETING THE PROJJEECCT� AND IMPROVEMENTS IN ACCORDANCE WITH THE INTENT OF THESE DOCUMENTS. THE BIDDER SHALL BEAR THE RESPONSIBILITY OF NOTIFYING DISCREPANCIES THE CONTRACTOR( SHALL RI THE MORE COSTLY Of) OR OMISSIONS PRIOR UNLESS DIRECTED SUBMISSION OTHERWISCCUNIRPCTOR'S PROPOSAL W THE EVENT OF GENERAL NOTES 1. DRAWINGS ARE NOT TO BE SCALED, WRITTEN DIMENSIONS TAKE PRECEDENCE, AND THIS SET OF PLAINS IS INTENDED TO BE USED FOR DIAGRAMMATIC PURPOSES ONLY, UNLESS NOTED OTHERWISE THE GENERAL CONTRACTOR'S SCOPE OF WORK SHALL INCLUDE FURNISHING ALL MARFREALS, EQUIPMENT, LABOR, MID ANYTHING ELSE DEEMED NECESSARY TO COMPLETE INSTALLATIONS AS DESCRIBED HEREIN. 2. PRIOR TO THE SUBMISSION OF BIDS, THE CONTRACTORS INVOLVED SHALL VISIT THE JOB SITE AND FAMILIARIZE THEMSELVES WITH ALL CONDITIONS AFFECTING THE NEW PROJECT, WITH THE CONSTRUCTION AND CONTRACT DOCUMENTS, FIELD CONWDON5 AND CONFIRM THAT THE PROJECT MAY BE ACCOMPLISHED AS SHOWN PRIOR TO PROCEEDING WITH CONSTRUCTION. ANY ERRORS, OMISSIONS, OR DISCREPANCIES ARE TO BE BROUGHT TO THE ATTENTION OF THE ARCHITECT/ENGINEER IN WRITING. 3. THE GENERAL CONTRACTOR SHALL RECEIVE WRITTEN AUTHORIZATION TO PROCEED WT H CONSTRUCTION PRIOR TO STARTING WORK ON ANY ITEM NOT CLEARLY DEFINED BY THE CONSTRUCTION DRAWINGS /CONTRACT DOCUMENTS. 4. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE PROJECT DESCRIBED HEREIN. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEURES AND FOR COORDINATING ALL PORTIONS OF THE WORK UNDER THE CONTRACT. 5. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS ACCORDING TO MANUFACTURER'S/ VENDOR'S SPECIFICATIONS UNLESS NOTED OTHERWISE OR WHERE LOCAL CODES OR ORDINANCES TAKE PRECEDENCE. 6. ALL WORK PERFORMED ON PROJECT AND MATERIALS INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPUCABLE CODES, REGULATIONS. AND ORDINANCES. CONTRACTOR SHALL GIVE ALL NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES, REGULATIONS AND LAWFUL ORDERS OF ANY PUBIJC AUIHORBY, MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS, AND LOCAL AND STATE JURISDICTIONAL CODES BEARING ON THE PERFORMANCE OF THE WORK 7. 1HE STRUCTURAL COMPONENTS OF THIS PROJECT S11E/FACIUIY ARE NOT TO BE ALTERED BY THIS CONSTRUCTION PROJECT UNLESS NOTED OTHERWISE 8. ANTENNA SUPPORTING POLE IS UNDER A SEPARATE CONTRACT. THE CONTRACTOR SHALL ASSIST ANTENNA INSTALLATION SUB- CONTIUCTOR IN TERMS OF COORDINATION AND 5TIE ACCESS. ERECTION SUB - CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTION OF PERSONNEL AND PROPERTY FROM HAZARDOUS EXPOSURE TO OVERHEAD DANGERS. B. GENERAL CONTRACTOR SHALL PROVIDE AT 1HE PROJECT SITE A FULL SET OF CONSTRUCTION DOCUMENTS UPDATED WITH THE LATEST REVISIONS AND ADDENDA OR CLARIFICATIONS FOR THE USE BY ALL PERSONNEL INVOLVED WITH THE PROJECT. 10. DETAILS INCWDED HEREIN ARE INTENDED TO SHOW END RESULT OF DESIGN. MINOR MODIFICATIONS MAY BE REQUIRED TO SUIT JOB CONOMONS OR SITUATIONS, AND SUCH MODOFICATIONS SHALL BE INCLUDED AS PART OF THE SCOPE OF WORK. 11. 7HE CONTRACTOR SHALL LUKE NECESSARY PROVISIONS TO PROTECT COSTING IMPRWEMENTS, EASEMENTS. PAVING, CURBING, ETC. WRING CONSTRUCTION UPON COMPLETION OF WORK. CONTRACTOR SHALL REPAIR ANY DAMAGE THAT MAY HAVE OCCURRED WE TO CONSTRUCTION ON OR ABOUT THE PROPERTY. 12. CONTRACTOR SHALL ENSURE THE GENERAL WORK AREA IS KEPT CLEAN AND HAZARD FREE DURING CONTRUCTION AND DISPOSE OF ALL DIRT, DEBRIS, RUBBISH AND REMOVE EQUIPMENT NOT SPECIFIED AS REMAINING ON THE PROPERTY, PREMISES SHALL BE LEFT IN CLEAN CONDITION AND FREE FROM PANT SPOTS. DUST, OR SMUDGES OF ANY NATURE 7 I i APPROVALS /ISSUE DATES ven ' Il wireless PLANS PREPARED 8Y: SITE ALPHA NO: DATE ISSUED AS Preliminary Preliminary- Revised STREET WA 425,670.8651. 425.712.0846 Zoning - Special Use Permit Application P.C. SW SUITE 200 Construction Permit Application LICENSURE: Issued for Zoning /Construction Issued for Construction DRAWN BY: CRW Issued Zoning & Construction Permit REVISIONS As Built /Record Set DESCRIPTION For Owner and Engineering Approval 06/19 2008 VERIZON WIRELESS CELLULAR DESIGN ENGINEER APPROVAL PRINTED NAME SIGNATURE TITLE `DATE ISSUED FOR CONSTRUCTION CRW R VERIZON WIRELESS PROPERTY OWNER APPROVAL PRINTED NAME SIGNATURE TITLE DATE MMUNf Y PR SEA- MALL 16400 SEATTLE, OPRBCiV7 RATS SOUTHCENTER PKWY WA. 98188 SYMBOLS LIST ELEVATION NUMBER SHEET NUMBER DETAIL NUMBER SHEET NUMBER SECTION NUMBER SHEET NUMBER — E----E-- - T -T- - G—G— (N] [E] PROPERTY LINE ELECTRICAL SERVICE TELco SERVICE GROUNDING NEW EKISRG ELECTRIC METER ,c,"----"N ELECTRICAL WIRING (TURNING UP) O•■., ELECTRICAL WIRING (TURNING DOWN) BACKBOARD RECEPTACLE SPECIAL RECEPTACLE QUADRAPLEX RECEPTACLE MASTER GROUND BAR GROUND ATTACHMENT DRIVING DIRECTIONS FROM SEATAC INTERNATIONAL AIRPORT DEPART SEATTLE- TACOMA INTERNATIONAL AIRPORT ROAD NAME CHANGES TO S 170TH ST 142 YDS TAKE RAMP (LEFT) ONTO LOCAL ROAD(S)0.7 MI FREEWAYS TURN RIGHT ONTO RAMP 0.2 MI 51ST AVE. SO. / SOUTHCENTER PKWY. TURN RIGHT (SOUTH) ONTO KUCKITAT DR 0.8 MI TURN RIGHT (SOLIDI) ONTO SOUTHCENTER PKWY 0.1 MI ARRIVE 16400 SOUTHCENTER PKWY, SEATTLE, WA 98188 CONFIDENTIAL AND PROPRIETARY Not for disclosure outside VERIZON WIRELESS without permission. PLANS PREPARED FOR: ven ' Il wireless PLANS PREPARED 8Y: I�r ^v Fe P. If Mr REE PEr IN If ME al a 1 iI KDC ARCHITECTS.ENGINEERS, 4720 2001)1 LI NNNIOOD. T410ND FAX STREET WA 425,670.8651. 425.712.0846 98036 P.C. SW SUITE 200 1 LICENSURE: 5773 REGIST • ED Rfkit LJ • KENNETH D. CAMP TE OF WASHINGTON DATE: 07/25/2008 DRAWN BY: CRW CHECKED BY: EJC REVISIONS DATE DESCRIPTION BY 06/19 2008 ISSUED FOR 90% CD REVIEW' ciw 07/16 2008 ISSUED FOR REVISED 90% CD REVIEW JPM 07/25 2008 ISSUED FOR CONSTRUCTION CRW R COVED Ai (; 1 9 2008 MMUNf Y PR SEA- MALL 16400 SEATTLE, OPRBCiV7 RATS SOUTHCENTER PKWY WA. 98188 PROPOSED PROJECT AREA SEE U TILTIY EASEMENT 251 EL til 129' - I t± TO PROPOSED ANTENNA 8 OVERALL SITE PLAN 0131.Erre UNE 2. 13.3.-5-± TO PROPOSED ANTENNA 'SCALE RR 24x38: I' 27-0 SCALE FOR 11617: = 417-0. 0 40 10' 30' NORTH molongengent)1 argstalgintilll a'.1> DOMING PARKING LOT <> DOMING PLANTER BOX (TYPICAL) • EXISTING ROOFTOP <> EXISTING SIDEWALK (TYPICAL) <> EXISTING 32'-lr WIDE UllUTY EASEMENT <> EXISTING ROOFTOP PENTHOUSE <> EXISTING BUILDING kallinnumegNg Aug lessinallaill ni§aKWEELBURYEt ALL PROPERTY BOUNDARIES, ORIENTATION OF TRUE NORTH AND STREET HALF-WIDTHS HAVE BEEN OBTAINED FROM A TAX PARCEL MAP AIM ARE APPROXIMATE. PLANS PREPARED FOR: _ PLANS PREPARED BY: Pm., Pm, Pr F RIK PRI Wr Il ff it FAX KDC ARCHRECTS.ENGINEEFt.S, 4720 200TH LYNNWOOD, PHONE SWEET WA 9E036 423.670.8651 425.7124846 I P.C. SW SUITE 200 I UCENSURE: 5773 REGIS RED At CT KENNETH D. CAMP j „STATE OF WASHINGTON DATE: 07/25/2008 DRAWN BY: CRW CHECKED BY: EJC REVISIONS DATE DESCRIPTION BY 06/19 2008 ISSUED FOR 90% CD REVIEW CRW 07/16 2008 ISSUED FOR REVISED 90% CD REVIEW jpm 07/25 2008 ISSUED FOR CONSTRUCTION CRW R CEIVED 1 9 0 MUNiTY P SEA- MALL 16400 SEATTLE, °Plata RATS SOUTHCENTER PKWY WA. 98188 A.1 j�4Mn. F; 'i y�.M,I,�� .... .... .. ..#Yip. O7 PROPOSED VERIZON WIRELESS 8' -0' HIGH ANTENNA (4 TOTAL, 2 PER SECTOR) OPROPOSED VERIZON WIRELESS 4' -0" HIGH ANTENNA (4 TOTAL, 2 PER SECTOR) O3 PROPOSED VERIZON WIRELESS ANTENNA MOUNT (4 TOTAL) dal (PER STRUCTURAL) nir O4 PROPOSED VERIZON WIRELESS (4) 1/2'0 COAX CABLES, 0© MOUNTED ON PROPOSED PVC SLEEPERS AT EXISTING ROOFTOP !NV OPROPOSED VERIZON WIRELESS 7" BRACE PER STRUCTURAL O EXISONG VERIZON WIRELESS ANTENNA (8 TOTAL. 4 PER SECTO' TO BE REMOVED EXISTNG VERIZON WIRELESS ANTENNA MOUNTS (4 TOTAL). TO BE REMOVED OEXISTING (4) 1/2'0 COAX CABLE ROUTE. TO BE REMOVED O EXISTING VERIZON WIRELESS 12' -0" X 24' -0" EQUIPMENT SHELTER AT EXISTING ROOFTOP 10 EXISTING VERIZON WIRELESS (4) 1/2 "0 COAX CABLE ROUTE AT EXISTING ROOFTOP 11 EXISTING VERIZON WIRELESS WIRELESS ANTENNA MOUNT (4 TOTAL) COSTING ROOFTOP PENTHOUSE 13 EXISTING PLANTER BOX BELOW 14 EXISTING ROOFTOP WALKWAY 15 EXISTING BUILDING 16 EXISTING ROOFTOP I -BEAMS PER STRUCTURAL 17 EXISTING ROOFTOP 18 PROPOSED BRACING ALONG EXISTING SHELTER SUPPORT BEAM; REFER TO 1 STRUCTURAL DETAILS 1/S -2 S -2 EXISTING ANTENNA LAYOUT SCALE FOR 24x36: 1/4'. 1' -0' SCALE FOR 11X17: 1/B" = 1 -01 ... .. .. ... .. ..i;s.�T�+. err;.:.:::.:.:.: ..:.:.:::.:.>.:.:.:::.:.:.,.::. THIS IS NOT A SITE SURVEY. ALL PROPERTY BOUNDARIES, ORIENTATION OF TRUE NORTH AND STREET HALF- WIDTHS HAVE BEEN OBTAINED FROM A TAX PARCEL MAP AND ARE APPROXIMATE. SEE 2/A -4 FOR GENERAL NOTES SECTOR QUANTITY TIP HEIGHT ANT. 5 E AZIMUTH MECH. NUMBER OF COAX SIZE COAX D011R4 TILT COAX RUNS LENGTH 'A' 2 NEW 77' -0" 8' -O' 15' 4 2 NEW 1/2" 20' -O "t "A" 2 NEW 77' -O' 4' -0" 15' 4 2 NEW 1/2' 20' -0't 'G" 2 NEW 77' -0" 8' -0" 190' 0 2 EXISTING 1/2" 20' -0 "t 'G" 2 NEW 77' -0" 4' -0' 190' 0 2 EXISTING 1/2" 20' -O't SITE PLAN ISCALE FOR 24x36: 1/4'= 1' -0• SCALE FOR 11X17: 1/8' = 1' -01 PROPOSED ANTENNA LAYOUT (SCALE FOR 24x36: 1/4'. 1' -0" SCALE FOR 11217: 1/8' = 1' -01 PLANS PREPARED FOR: PLANS PREPARED BY: f00xow 1. Ir F Mir Fila Isir (Fff 1 OW IE 5:Fi+ ff 1 iktII I 1I ICD C AROIITECIS.ENGINEERS, P.C. 4720 200TH STREET SW SUITE 200 LYNNWOOD, WA 08036 PHONE: 425.670.8651 PAX: 423.712.0846 LICENSURE: 6773 REGIS . RED Al•11CT T KENNETH D. CAMP ,1 OF WASHINGTON DATE: 07/25/2008 DRAWN BY: CRW CHECKED BY: EJC REVISIONS DATE DESCRIP110N BY 06/19 2008 ISSUED FOR 90% CD REVIEW CRW 07/16 2008 ISSUED FOR REVISED 90% CD REVIEW ow 07/25 2008 ISSUED FOR CONSTRUCTION CRW AA 192081 .;.MUND .._VELOP PROJECT: SEA- MALL RATS 16400 SOUTHCENTER PKWY SEATTLE, WA. 98188 A.2 TOP OF EXISTING VERIZON WIRELESS ANTENNA'S �. -0. TOP OF EXISTING BUILDING GRADE TOP OF PROPOSED VERIZON WIRELESS ANTENNA'S 77' -0' TOP OF EXISTING BUILDING 63' -6' fli)GRADE • EXISTING NORTHEAST ELEVATION 0' 10' 20' 5' 15' SCALE FOR 24x36: 1'= 10'-0' SCALE FOR 11017: 1' = 20•-0• • 1,�1 ICI :11 00 L_ ¢0 GRADE 0' -0 PROPOSED NORTHEAST ELEVATION SCALE FOR 24x3& 1'= 10' -0' SCALE FOR 11X17: 1' = 10 20' 15' GRAD 0' -0 reogialleitaina atgallesseaninal O1 PROPOSED VERIZON WIRELESS 8' -0' HIGH ANTENNA (4 TOTAL. 2 PER SECTOR) O PROPOSED VERIZON WIRELESS 4' -0' HIGH ANTENNA (4 TOTAL. 2 PER SECTOR) O3 PROPOSED VERIZON WIRELESS ANTENNA MOUNT (4 TOTAL) (PER STRUCTURAL) OEXISTING VERIZON WIRELESS ANTENNA (8 TOTAL. 4 PER SECTOR) TO BE REMOVED OEXISTING VERIZON WIRELESS ANTENNA MOUNTS (4 TOTAL). TO BE REMOVED 7'EXISTING VERIZON WIRELESS 12' -0' X 24' -0' EQUIPMENT SHELTER AT EXISTING ROOFTOP O7 EXISTING VERIZON WIRELESS WIRELESS ANTENNA MOUNT (4 TOTAL) OB EXIS11NG ROOFTOP PENTHOUSE OEXISTING BUILDING PLANS PREPARED FOR: C/)„, W. S i r� 4 PLANS PREPARED 8Y: 1111.11M Per . P., FF ME FSIE( I Pi Ir MO gar -_ El II 1 KEIv ARCHRECTS.ENGINEERS, i 1tg�. P.C. 4720 200111 STREET S1 H SUITE 200 LI NNW00D. WA 98036 PHONE 425.670.8651 FAX: 425.712.0846 UCENSURE: •773 REGIST " D R IT It T y KENNETH D. CAMP STATE OF WASHINGTON DATE: 07/25/2008 DRAWN BY: CRW CHECKED BY: EJC REVISIONS DATE DESCRIPTION BY 06/19 2008 ISSUED FOR 90X CD REVIEW CRW X7/16 2008 ISSUED FOR REVISED 90X CD REVIEW ,IPM .7/25 2008 ISSUED FOR CONSTRUCTION y + , % �CE■ Y E LAIIG 192081 PROJECTeoMMupre SEOVEL€T MALL RATS 16400 SOUTHCENTER PKWY SEATTLE, WA. 98188 A.3 1 1. . INSERT SCISSOR BRACKETS BETWEEN THE UPPER ANTENNA MOUNTING BRACKET AND THE UPPER POLE ADAPTER BRACKET. SECURE USING 1/2 INCH HARDWARE PROVIDED. 2. TO SET THE DEGREE OF DOWNI1LT, 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. OPTIONAL DOWNTILT BRACKET PIPE MOUNT (TYP) VALMONT MICROFI.ECT PART 1181001 OR APPROVED EQUAL ANEL ANTENNA (TYP) PARTS REM CRY DESCRIPTION 0 1 ADAPTER, POLE, LOWER 0 1 BRACKET, DOWN1ILT, POLE SRIEET WA 425.670.6651 425.712.0846 0 1 BRACKET, DOWN 1LT, ANTENNA UCENSURE: E! 6 1/2 X 1 HEX HEAD BOLT DRAWN BY: CRW © 6 1/2 SPLIT WASHER DESCRIPTION O 2 5/16 X 1 HOC HEAD BOLT CRW Co 2 5 16 SPLIT WASHER 07/25 2008 D ' 2 THREADED ROD ECEIVE @ 8 1/2 SPLR WASHER P 12 1/2" NUT ANTENNA MOUNTING DETAIL NOT TO SCALE ftENERAL NOTES: 1. THE CONTRACTOR SHALL COMPLY WRH AU. LOCAL AND NATIONAL CODES, REGULATIONS AND SAFELY REGULATIONS, ALL OSHA REGULATIONS, ALL PUBUC AND MUNICIPAL AUTHORITIES, AND ANY UTILITY COMPANIES' REGULATIONS AND DIRECTIVES. 2. THE DRAWINGS AND SPECIFICATIONS ARE A GENERAL DIRECTIVE FOR THE SCOPE OF WORK. EXACT DIMENSIONS AND LOCATIONS MAY CHANGE IN THE FIELD. THE CONTRACTOR IS TO VERIFY THE DIMENSIONS AND LOCATIONS AND REPORT ANY AND ALL DISCREPANCIES TO REPRESENTATIVE. ANY MINOR ERRORS AND OMISSIONS IN 114E DRAWINGS AND SPECIFICATIONS DOES NOT EXCUSE THE CONTRACTOR FROM COMPLETING THE PROJECT AND IMPROVEMENTS IN ACCORDANCE WITH THE INTENT OF THESE DOCUMENTS. 3. CONTRACTOR IS RESPONSIBLE FOR FIELD MEASUREMENTS TO CONFIRM LENGTHS OF CABLE TRAYS AND ELECTRICAL UNES AND ANTENNA MOUNTING. 4. VERIFICATION THAT EXISTING TOWER /POLE CAN SUPPORT THE PROPOSED ANTENNA, COAX & ADDRIONAL EQUIPMENT LOADING IS TO BE DONE BY OTHERS. GENERAL NOTES NOT 10 SCALE ANTENNA CABLE 12' TO 24' WEATHERPROOFING KR (SEE NOTE 3) CABLE GROUND KR #6 AWG STRANDED COPPER GROUND WIRE (GROUNDED TO GROUND BAR) (SEE NOTE 1 & 2) 2 1/2 "0 MAX. CONNECTION OF CABLE GROUND KIT TO ANTENNA CABLE NOTES: 1. DO NOT INSTALL CABLE GROUND KR AT A BEND AND ALWAYS DIRECT GROUND WIRE DOWN TO GROUND BAR. 2. GROUNDING KIT SHALL BE ANDREW SUREGROUND TYPE KR WITH TWO —HOLE LUG. 3. WEATHER PROOFING SHALL BE TWO —PART TAPE KR. COLD SHRINK SHALL NOT BE USED. CABLE GROUNDING DETAIL NOT TO SCALE PROPOSED 4) 7/8'0 COAX (PER ARCH. DRAWINGS) MICROFLECT PVC SLEEPER 8' PAN PVC TUBE PART 81585 (CUT AS NEEDED) 04' -0' 0.C. HOLD DOWN CLAMP FASTENED TO 4' X 4" WITH 3/8' X 2 1/2' LONG LAG SCREWS. ROOFTOP COAX CABLE DETAIL NOT TO SCALE NOT USED NOT TO SCALE NOT USED NOT TO SCALE NOT USED NOT TO SCALE NOT USED NOT TO SCALE NOT USED NOT TO SCALE NOT USED NOT TO SCALE NOT USED NOT TO SCALE NOT USED NOT TO SCALE PLANS PREPARED FOR: verl : • fl wireless PLANS PREPARED BY: Wow immr FMr 14 F — Phr ME tff F IE 13 Fes' 1 f Kw: ARCHRECTS.ENGINEERS, 4720 2007H LYNNWOOD PHONE FAIL• SRIEET WA 425.670.6651 425.712.0846 NOM SW SUITE P.C. 200 UCENSURE: 5773 REGIS RED (-CT KENNETH D. CAMP TE OF WASHINGTON DATE: 07/25/2008 DRAWN BY: CRW CHECKED BY: EJC REVISIONS DATE DESCRIPTION BY 06/19 2008 ISSUED FOR 90% CD REVIEW CRW 07/16 2008 ISSUED FOR REVISED 90% CD REVIEW ,IPM 07/25 2008 ISSUED FOR CONSTRUCTION CRW ECEIVE I 9 ally All III) PRO'1 � J+ . ELOPMENT SEA - MALL RATS 16400 SOUTHCENTER PKWY SEATTLE, WA. 98188 A-4 STRUCTURAL NOTES (THESE NOTES ARE TYPICAL UNLESS NOTED OR DETAILED OTHERWISE ON DRAWINGS). it ALL MATERIALS, WORKMANSHIP, DESIGN, AND CONSTRUCTION SHALL CONFORM TO THE DRAWINGS, SPECIFICATIONS, AND THE INTERNATIONAL BUILDING CODE (IBC), 2006 EDITION, AS AMENDED BY THE LOCAL JURISDICTION. SPECIFICATIONS AND STANDARDS WHERE REFERENCED ON THE DRAWINGS ARE TO BE THE LATEST EDITION. DEAD LOAD: SHELTER SELF WEIGHT: 14,000 LBS EQUIPMENT WEIGHT WITHIN SHELTER: 12,000 LBS MAXIMUM PANEL ANTENNA & MOUNT WEIGHT: 100 LBS LNE LOAD: SNOW: 25 PSF WIND LOAD: 85 MPH, EXPOSURE 8 F = qz x G x Cf = 17.4 PSF ON SHELTER qz = 15.73 PSF (Kz = 0.87, Kn = 1.0, Ka = 0.85) G = 0.85 (RIGID STRUCTURE) Cr = 1.3 (ROOFTOP EQUIPMENT) I = 1.15 (COMMUNICATION EQUIPMENT) SEISMIC LOAD: SEISMIC DESIGN CATEGORY D, SOIL TYPE Sd Fp = air [1 +2hx /hr] Wp = 0.570 Wp (LRFD) op = 1.0 (COMMUNICATIONS EQUIPMENT) Rp = 2.5 (COMMUNICATIONS EQUIPMENT) Sds = 0.950 (Ss = 1.425 & Fa = 1.0 BASED ON LAT. /LONG.) Ip = 1.25 (COMMUNICATIONS EQUIPMENT) hx /hr = 1.0 ROOF) SWUCnWAI SHI STRUCTURAL STEEL DESIGN, FABRICATION, AND ERECTION SHALL BE IN ACCORDANCE WITH THE AISC 'SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS', LATEST EDITION. SHAPES SHALL CONFORM TO ASTM A992, Fy = 50 KSI. PLATES, ANGLES, AND RODS SHALL CONFORM TO ASTM A36, Fy = 36 KSI. STRUCTURAL TUBING SHALL CONFORM TO ASTM A500 GRADE B, Fy = 46 KSI. STEEL PIPE SHALL CONFORM TO ASTM A53 GRADE B, Fy = 35 KSI. BOLTS CONNECTING STEEL MEMBERS SHALL CONFORM TO ASTM A325 —N. BOLTS SHALL BE 5/8'0 MINIMUM, U.N.O. ANCHOR BOLTS SHALL CONFORM TO ASTM A307. CONTRACTOR SHALL PROVIDE CONNECTION ADJUSTMENT TOLERANCES TO SATISFY THE REQUIREMENTS OF AISC MANUAL OF STEEL CONSTRUCTION. )tea WELDING SHALL CONFORM TO AWS 'STRUCTURAL WELDING CODE', 2000 EDITION. ALL WELDING SHALL BE DONE WITH 70 KSI LOW HYDROGEN ELECTRODES. WHERE NOT CALLED OUT, MINIMUM FILLET WELD SIZE SHALL BE PER TABLE 5.8 IN AWS D1.1, 2000 EDITION. ALL WELDING SHALL 8E DONE BY WASHINGTON ASSOCIATION OF BUILDING OFFICIALS (WABO) CERTIFIED WELDERS. QUALITY ASSURANCE PLAN A QUALITY ASSURANCE PLAN SHALL BE IMPLEMENTED TO VERIFY INSPECTIONS AND OBSERVATIONS ARE COMPLETED AS REQUIRED FOR THE LATERAL FORCE RESISTING SYSTEMS IN ACCORDANCE WITH SECTIONS 1705 AND 1706 OF THE IBC. SUPPORTING DOCUMENTATION SHALL BE PROVIDED 81' THE CONTRACTOR TO THE BUILDING OFFICIAL TO ACKNOWLEDGE THEIR AWARENESS OF THESE REQUIREMENTS. SPECIAL INSPECTION — SPECIAL INSPECTION IS NOT REQUIRED PER IBC SECTION 1704.1, EXCEPTION 1, EXCEPT AS REQUIRED BY THE LOCAL JURISDICTION. ANY SPECIAL INSPECTION THAT OCCURS SHALL BE IN CONFORMANCE WITH CHAPTER 17 OF THE IBC. STRUCTURAL OBSERVATION — STRUCTURAL OBSERVATION IS NOT REQUIRED. INSPECTION AND OBSERVATION REPORTS SHALL BE PROVIDED FOR EACH DAY ON SITE REPORTS SHALL BE DISTRIBUTED TO THE CONTRACTOR, ARCHITECT, ENGINEER, AND BUILDING OFFICIAL Lei. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL, CIVIL, ELECTRICAL, AND MECHANICAL DRAWINGS FOR BIDDING AND CONSTRUCTION. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS FOR COMPATIBILITY BEFORE PROCEEDING. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT BEFORE PROCEEDING. CONTRACTOR TO SEE ARCHITECTURAL, CIVIL, ELECTRICAL AND MECHANICAL DRAWINGS FOR SIZE AND LOCATION OF PIPE, VENT, DUCT AND OTHER OPENINGS AND DETAILS NOT SHOWN ON THESE DRAWINGS. CONTRACTOR SHALL BE RESPONSIBLE FOR ERECTION STABILITY AND TEMPORARY SHORING AS NECESSARY UNTIL PERMANENT SUPPORT AND STIFFENING ARE INSTALLED. CONTRACTOR — INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES SHOWN ON SHOP DRAWINGS ONLY WILL NOT SATISFY THIS REQUIREMENT. DRAWINGS 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 ARCHITECT AND THE STRUCTURAL ENGINEER. PROPOSED SECTOR OF VERIZON WIRELESS ANTENNAS. REFER TO ARCH. DWGS. MOUNT TO BEAM PER DETAIL 2/S -2. EXISTING VERIZON WIRELESS EQUIPMENT SHELTER. REFER TO Q DESIGN LOADS. 1 PROPOSED SECTOR OF VERIZON / WIRELESS ANTENNAS. REFER TO ARCH. DWGS. ROOF PLAN SCALE 3/32' = 1G-8' U 5' -4' 10'-8• 21'-4' PLANS PREPARED FOR: CO CD 1 PLANS PREPARED BY: C ENGINEERING 250 4TH AVE. 5., SURE 200 EDMONDS. WASHINGTON 88020 PHONE (425) 770 -0500 FAX (423) 778 -5538 UCENSURE: al use 15/08 DATE: 05/17/08 DRAWN BY: EWJ CHECKED BY: CAB REVISIONS DATE DESCRIPTION BY 06/17 2008 ISSUED FOR PERMIT SUBMITTAL JMS 07/15 2008 ANTENNA SECTOR RELOCATION CAB [q_ REC @R� l AUG 1 0 2C cam MO PROJECT: SEA - MALL RATS 16400 SOUTH CENTER PARKWAY TUKWILA, WA 98188 SIM 1 i 1/2'0 GALV. THREADED ROD, TYP. (4)- LOCATIONS EA. PIPE MOUNT L21/2x21/2x 3/16, TYP. EACH SIDE VALMONT 'V' DESIGN CLAMP, TYP. TOP & BOT 3' STD PIPE HSS PER PLAN i PROPOSED VERIZON WIRELESS REPLACEMENT ANTENNAS RELOCATED FROM EXIST. TS TO NEW TS, TYP. (4)- LOCATIONS. L BRACE PER PLAN BEND ANGLE AS NECESSARY TO CONNECT TO BEAM 5/8'0 GAL MR EX. BM PER PLAN OBRACE TO BEAM CONNECTION SCALE 1• = 1' -0" PROPOSED VERIZON WIRELESS REPLACEMENT ANTENNAS ON EXIST. PIPE MOUNTS, TYP. (4) LOCATIONS. /)A EXISTING EQUIPMENT SHELTER. REFER TO DESIGN LOADS FOR MAXIMUM WFJGHT OF EQUIPMENT AND SHELTER. L 2 1 /2 x 2 1 /2 x 3/16, TYP. (8)- LOCATIONS. LOCATE 1/4 POINTS ALONG SHELTER SUPPORT BEAM PLAN NOTES: 1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS & FRAMING SHOWN FOR COMPATIBIUTY PRIOR TO WORK. NOTIFY ENGINEER OF ANY DISCREPANCIES. 2. ALL STEEL SHALL BE HOT DIP GALV. U.N.O. 3. TOP OF ROOF REFERENCE ELEVATION 6 0' -0'. 4. TOP OF PLATFORM ELEVATION IS 2' -0". OPARTIAL PLATFORM FRAMING PLAN SCALE: 1/2' 112 3" 12' O PROPOSED HSS PER PLAN 5/8.0 THRU BOLT GALVANIZED CROSS BRACE PER PLAN 1/2'0 GALV. U -BOLT EX. PIPE TO REMAIN OPIPE BRACE DETAIL SCALE: 1' = V-0" ONOT USED SCALE: 1' = BENT PL 3/8x9' DEEP W/ (4) -3/4'0 BOLTS THRU WE & (2) -3/4'0 BOLTS THRU TS EX. W BEAM PER PLAN. SECTION 6 SCALE 1 1/2' = 1'-0` 1 1/2" AT SBA. LOCATION, NEW T5 CONNECTS TO EX. TS NEW L 2 1/2 x 2 1/2 x 3/16" W/ (1) -5/8'0 A325 BOLT EA. END. CONTRACTOR MAY LOCATE 0 DC SHELTER A.B. LOCATIONS IF WITHIN 6' OF REQUIRED LOCATIONS W w VARIES 2 I a OSECTION % SCALE 1• = 1-0' EX. SHELTER EX. BEAMS PER PLAN PLANS PREPARED FOR: PLANS PREPARED 8Y: C ENGINEERING 250 4711 AVE. S., SURE 200 EDMONDS, WASHINGTON 85020 PHONE (425) 778 -5500 FAx (425) 775 -5555 UCENSURE: 4,32 TAN F J /15/08 DATE: 06/17/08 _DRAWN 8Y: EWJ CHECKED BY: CAB REVISIONS DATE DESCRIPTION BY 06/17 ISSUED FOR MS 2008 PERMIT SUBMITTAL 07/15 2008 ANTENNA SECTOR RELOCATION CAB �(/ E seA^_ pr► REV`! FJ AUG 1 9 1( COMMUNM Y ELOPkwi C? PROJECT: SEA - MALL RATS 16400 SOUTH CENTER PARKWAY TUKWILA, WA 98188 S IM 2 SHEET INDEX ARCHITECT) IRAI T -1 TITLE SHEET A -1 SITE PLAN A -2 ENLARGED SITE PLAN, EXISTING AND PROPOSED ANTENNA LAYOUT A -3 EXISTING AND PROPOSED SITE ELEVATIONS A -4 DETAILS STRUCTURALS S -1 STUCTURAL NOTE AND ROOFTOP PLAN S -2 PARTIAL ROOFTOP PLAN AND DETAILS PROJECT DIRECTORY APPLICANT; VERIZON WIRELESS 15900 SE EASTGATE WAY M/S 231 BELLEVUE, WA 98008 APPLICANT AGENT; KDC ARCHITECTS 4720 200TH STREET SW., SUITE 200 LYNNWOOD, WA 98036 CONTACT: JOHN EDER PHONE: (253) 278 -2902 FAX: (866) 788 -9927 /ARCHITECT /ELECTRICAL ENGINEER. KDC ARCHITECTS 4720 200TH STREET SW., SUITE 200 LYNNWOOD, WA 98036 CONTACT: ERIC CAMP PHONE: (425) 670 -8651 FAX: (425) 712 -0846 PROJECT INFORMATION WASHINGTON STATE CODE COMPLIANCE 2006 IBC, STANDARDS AND AMENDMENTS —WAC 51 -50; 2006 IMC, STANDARDS AND AMENDMENTS —WAC 51 -52; 2006 IFC, STANDARDS AND AMENDMENTS —WAC 51 -54; 2006 IPC, STANDARDS AND AMENDMENTS —WAC 51 -56, 51 -57. SITE NAME: SEA —MALL RATS SITE ADDRESS: 16400 SOUTHCENTER PRAY SEATTLE, WA. 98188 smmaal LEGACY PARTNERS I TUKWILA 10655 NE 4TH ST. #812 BELLE3VUE, WA. 98004 JURISDICTION: CITY OF SEATTLE PARCEL NUMBER: 2623049021 PROJECT DESCRIPTION: THIS PROPOSAL IS FOR THE REMOVAL OF EXISTING ANTENNAS (8 TOTAL, 4 PER SECOTR) AND INSTALL NEW ANTENNAS (8 TOTAL, 4 PER SECTOR) TO AN EXISTING ROOFTOP MOUNTING STRUCTURE veri 011wireless SEA -MALL RATS 16400 SOUTHCENTER SEATTLE , WA. 98188 LAT: 47°27'18.98" N LONG: 122 °15'43.63" W LEGAL DESCRIPTION PARCEL 1 OF CRY OF TUKWILA REVISED SHORT PLAT /77 -51 -55 AKA BLA /3 -79 REC /7904180861 SD PLAT DAF - POR SE 1/4 OF NW 1/4 BEG AT MONUMENTAL INT5N OF C S OF SOUTHCENTER PARKWAY 57TH AVE S & STRANDER BLVD S 1641H ST TH S 8 -45 -5 E 325.05 FT TH S 0 -25 -58 E 30 FT TO AN INTSN WRH S MGN SD STRANDER BLVD & 1POB TH CONIC S 0 -25 -58 E 200 FT TH S 89 -45-58 E 350 FT 1H S 0 -25-58 E 109120 FT TH N 89 -43-19 W 626.31 FT TO E MGR SOUTHCENTER PARKWAY 1H N 0-57-48W 1241.85 FT TO A PT OF CURVE TH NLY & ELY ALG ARC OF CURVE TO RGT RAD 50 FT THRU C/A 91 -11 -50 79.53 FT TO S MGR SIRANDER BLVD TH S 89 -45 -58 E 237.72 FT TO TP08 LESS POR OF SD PAR 1 FOR ST UNDER REC NO 8310250922 CONTRACTOR NOTE THE TINE JOB ARE N�SEVERTHELESS CAU EVERY EFFORT �THAATT MINOR FORTH THE CONSTRUCTION S NTHE DRAWINGS OR SPECIFICATIONS HALL NOT SCOPE OF D CONTRACTOR (F(�ROM COMP)LETING THE PROJECT AND IMPROVEMENTS IN ACCORDANCE WITH THE INTENT OF THESE DOCUMENTS. THE BIDDER SHALL BEAR THE RESPONS(BILTTY OF NOTIFYING DISCREPANCIES PRI THE MORE((ASTLY SOTS OEXTEONSNE WORK. UNLESS OIRECUTEO OTHERWISE. CONTRACTOR'S PROPOSAI.. IN THE EVENT OF GENERAL NOTES 1. DRAWINGS ARE NOT TO BE SCALED, WRITTEN DIMENSIONS TAKE PRECEDENCE, AND 1145 SET OF PLANS I5 INTENDED TO BE USED FOR DIAGRAMMATIC PURPOSES ONLY, UNLESS NOTED OTHERWISE THE GENERAL CONTRACTOR'S SCOPE OF WORK SHALL INCLUDE FURNISHING ALL MATERIALS. EQUIPMENT. LABOR, AND ANYTHING ELSE DEEMED NECESSARY TO COMPLETE INSTALLATIONS AS DESCRIBED HEREIN. 2. PRIOR TO THE SUBMISSION OF BIDS, THE CONTRACTORS INVOLVED SHALL visa THE JOB 5(FE AND FAMILIARIZE THEMSELVES WITH ALL CONDITIONS AFFECTING THE NEW PROJECT, WITH THE CONSTRUCTION AND CONTRACT DOCUMENTS, FIELD CONDITIONS AND CONFIRM THAT THE PROJECT MAY BE ACCOMPUSHED AS SHOWN PRIOR TO PROCEEDING WITH CONSTRUCTION. ANY ERRORS. OMISSIONS. OR DISCREPANCIES ARE TO BE BROUGHT TO THE ATTENTION OF THE ARCHRECT/ENGWEER IN WRITING. 1 THE GENERAL CONTRACTOR SHALT. RECEIVE WRITTEN AUTHORIZATION TO PROCEED WITH CONSTRUCTION PRIOR TO STARTING WORK ON ANY RDA NOT CLEARLY DEFINED BY 114E CONSTRUCTION DRAWINGS /CONTRACT DOCUMENTS. 4. THE CONTRACTOR 514ALL SUPERVISE AND DIRECT THE PROJECT DESCRIBED HEREIN. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES. SEQUENCES AND PROCEURES AND FOR COORDSUTING ALL PORTIONS OF THE WORK UNDER THE CONTRACT. 5. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS ACCORDING TO MANUFACTURER'S/ VENDOR'S SPECIFICATIONS UNLESS NOTED OTHERWISE OR WHERE LOCAL CODES OR ORDINANCES TAKE PRECEDENCE. 6. ALL WORK PERFORMED ON PROJECT AND MATERIALS INSTALLED SHALL BE W STRICT ACCORDANCE WITH ALL APPUCABLE CODES. REGULATIONS. AND ORDINANCES. CONTRACTOR SHALT. GIVE ALL NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES. RULES. REGULATIONS AND LAWFUL ORDERS OF ANY PUBUC AUIHORRY, MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS, AND LOCAL AND STATE JURISDICTIONAL CODES BEARING ON THE PERFORMANCE OF THE WORK. 7. THE STRUCTURAL COMPONENTS OF THIS PROJECT SITE/FACILRY ARE NOT TO BE ALTERED BY THIS CONSTRUCTION PROJECT UNLESS NOTED OTHERWISE 8. ANTENNA SUPPORTING POLE IS UNDER A SEPARATE CONTRACT. THE CONTRACTOR SHALL ASSIST ANTENNA INSTALLATION SUB - CONTRACTOR W TERMS OF COORDINATION AND SITE ACCESS. ERECTION SUB - CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTION OF PERSONNEL AND PROPERTY FROM HAZARDOUS DIPOSURE TO OVERHEAD DANGERS. 9. GENERAL CONTRACTOR SWILL PROVIDE AT THE PROJECT SITE A FULL SET OF CONSTRUCTION DOCUMENTS UPDATED WITH THE LATEST REVISIONS AND ADDENDA OR CLARIFICATIONS FOR THE USE BY ALL PERSONNEL INVOLVED WITH THE PROJECT. 10. DETAILS INCLUDED HEREIN ARE INTENDED TO SHOW END RESULT OF DESIGN. MINOR MODIFICATIONS MAY BE REQUIRED TO SUIT JOB CONDIITONS OR SITUATIONS. AND SUCH MODOFlCATIONS SHALL BE INCUJDED AS PART OF THE SCOPE OF WORK. 11. THE CONTRACTOR SAW. MAKE NECESSARY PROVISIONS TO PROTECT EXISTING IMPROVEMENTS, EASEMENTS. PAVING. CURBING, ETC. WRING CONSTRUCTION UPON COMPLETION OF WORK. CONTRACTOR SHALL REPAIR ANY DAMAGE THAT MAY HAVE OCCURRED DUE TO CONSTRUCTION ON OR ABOUT THE PROPERTY. 12. CONTRACTOR SHALL ENSURE THE GENERAL WORK AREA IS KEPT CLEAN AND HAZARD FREE DURING CONIRUCTION AND DISPOSE OF ALL DIRT, DEBRIS. RUBBISH AND REAOVE EQUIPMENT NOT SPECIFIED AS REM JN1NG ON THE PROPERTY, PREMISES SHALL BE LEFT W CLEAN CONINTION AND FREE FROM PAINT SPOTS, DUST, OR SMUDGES OF ANY NATURE. APPROVALS /ISSUE DATES Vert , •111 wireless PLANS PREPARED BY: SITE ALPHA NO: DATE ISSUED AS _illit Preliminary Preliminary- Revised Zoning- Special Use Permit Application KDC AROIITECTS.ENGINEERS, P.C. 4720 200TH STREET. SW SUITE 200 LYNNWOOD, WA 98036 PHONE 425.670.8651 FAX 425.712.0846 Construction Permit Application 5773 REGIST 'ED jRivT KENNETH D. CAMP STATE OF WASHINGTON Issued for Zoning /Construction DATE: 07/25/2008 Issued for Construction CHECKED BY: EJC Issued Zoning & Construction Permit DATE As Built /Record Set BY For Owner and Engineering Approval ISSUED FOR 90% CD REVIEW VERIZON WIRELESS CELLULAR DESIGN ENGINEER APPROVAL PRINTED NAME SIGNATURE TITLE DATE CRW RECEIVED VERIZON WIRELESS PROPERTY OWNER APPROVAL PRINTED NAME SIGNATURE TITLE DATE SYMBOLS LIST ELEVATION NUMBER SHEET NUMBER ® DETAIL NUMBER SHEET NUMBER uSECTION NUMBER SHEET NUMBER —E —E- -T —T — —G —G— [N] [E] PROPERTY ELECTRICAL SERVICE TELCO SERVICE GROUNDING NEW D(ISTING Cry e" —N ELECTRIC METER ELECTRICAL WIRING (TURNING UP) ELECTRICAL WIRING (TURNING DOWN) BACKBOARD N.V RECEPTACLE SPECIAL RECEPTACLE 4 QUADRAPLE( RECEPTACLE MASTER - BA GROUND GROUND - ATTACHMENT DRIVING DIRECTIONS FROM SEATAC INTERNATIONAL AIRPORT. DEPART SEATTLE - TACOMA INTERNATIONAL AIRPORT ROAD NAME CHANGES TO S 170111 ST 142 YDS TAKE RAMP (LEFT) ONTO LOCAL ROAD(S)0.7 1,11 FREEWAYS TURN RIGHT ONTO RAMP 0.2 MI 51ST AVE 50. / SOUTHCENTER PKWY. TURN RIGHT (SOUTH) ONTO KUCKITAT DR 0.6 MI TURN RIGHT (SOUTH) ONTO SOUTHCENTER PKWY 0.1 MI ARRIVE 16400 SOUTHCENTER PKWY. SEATTLE. WA 98188 CONFIDENTIAL AND PROPRIETARY Not for disclosure outside VERIZON WIRELESS without permission. VICINITY MAP PLANS PREPARED FOR: Vert , •111 wireless PLANS PREPARED BY: www. p.m., pm. Fa R PIM off MI MT ill X11 a Q 11 _illit KDC AROIITECTS.ENGINEERS, P.C. 4720 200TH STREET. SW SUITE 200 LYNNWOOD, WA 98036 PHONE 425.670.8651 FAX 425.712.0846 UCENSURE: 5773 REGIST 'ED jRivT KENNETH D. CAMP STATE OF WASHINGTON DATE: 07/25/2008 DRAWN BY: CRW CHECKED BY: EJC REVISIONS DATE DESCRIPTION BY 06/19 2008 ISSUED FOR 90% CD REVIEW CRW 7/16 2008 ISSUED FOR REVISED 90% CD REVIEW JPM 7/25 2008 ISSUED FOR CONSTRUCTION CRW RECEIVED 9 2008 C-QMMUNtTY PRCILIEWLOP WE.NT SEA - MALL RATS 16400 SOUTHCENTER PKWY SEATTLE, WA. 98188 PROPOSED PROJECT AREA SEE 32' —O• WIDE UTILITY EASEMENT PROPFRIX L WWF — — UTILTIY EASEMENT J \tL77. f 4 4. bk h 0 O A.P.N. 2623049021 129' -11'i TO PROPOSED ANTENNA 8 OVERALL SITE PLAN ItOPERTP'ONNE— — — 133' -6'f TO PROPOSED ANTENNA SCM.E FOR 24x36: 1'= 20' -0' SCALE FOR 1107: 1' = 40' -0' 0 20' 40' 10' 30' NORTH g pagegiggegnageM Oj EXISTING PARKING LOT OEXISTING PLANTER BOX (TYPICAL) OEXISTING ROOFTOP OEXISTING SIDEWALK (TYPICAL) OEXISTING 32' -0' WIDE UTIUTY EASEMENT OEXISTING ROOFTOP PENTHOUSE <> EXISTING BUILDING THIS IS NOT A SITE SURVEY. ALL PROPERTY BOUNDARIES. ORIENTATION OF TRUE NORTH AND STREET HALF - WIDTHS HAVE BEEN OBTAINED FROM A TAX PARCEL MAP AND ARE APPROXIMATE. PLANS PREPARED FOR: ven s` •/T wireless PLANS PREPARED BY: R F 1 pomm poser par p=r PIM PEI MI Pi L II II 1 14iS_tr 1 M Ql I 1 KDC ARCHRECTS.ENGINEERS. P.C. 4720 200TH STREET SW SURE 200 LYNNWOOD, WA 98036 PHONE — 425670.8651 FAX 425.712.0846 UCENSURE: 5773 REGIS RED At iCT KENNETH D. CAMP 2F.ASHINGTON DATE: 07/25/2008 DRAWN BY: CRW CHECKED BY: EJC REVISIONS DATE DESCRIPTION BY 06/19 2008 ISSUED FOR 90% CD REVIEW CRW 07/16 2008 ISSUED FOR REVISED 90% CD REVIEW ,IPM 07/25 2008 ISSUED FOR CONSTRUCTION CRW ECE!VE 1. >t.. 1] 111 a PR • ; - ., OPMENT SEA- MALL RATS 16400 SOUTHCENTER PKWY SEATTLE, WA. 98188 A ... 1 OPROPOSED VERIZON WIRELESS 8' -O HIGH ANTENNA (4 TOTAL. 2 PER SECTOR) O PROPOSED VERIZON WIRELESS 4'-0' HIGH ANTENNA e (4 TOTAL, 2 PER SECTOR) O3 PROPOSED VERIZON WIRELESS ANTENNA MOUNT (4 TOTAL)YL7L'► (PER STRUCTURAL) O4 PROPOSED VERIZON WIRELESS (4) 1/2'0 COAX CABLES. 0© MOUNTED ON PROPOSED PVC SLEEPERS AT EXISTING ROOFTOP 7 OPROPOSED VERIZON WIRELESS "L" BRACE PER STRUCTURAL OEXISTING VERIZON WIRELESS ANTENNA (8 TOTAL. 4 PER SECTO- TO BE REMOVED OEXISTING VERIZON WIRELESS ANTENNA MOUNTS (4 TOTAL). TO BE REMOVED OEXISTING (4) 1/2'0 COAX CABLE ROUTE. TO BE REMOVED ODOSING VERIZON WIRELESS 12' -0' X 24' -0' EQUIPMENT SHELTER AT EXISTING ROOFTOP 10 EXISTING VERIZON WIRELESS (4) 1/2'0 COAX CABLE ROUTE AT EXISTING ROOFTOP 11 EXISTING VERIZON WIRELESS WIRELESS ANTENNA MOUNT (4 TOTAL) 12 EXISTING ROOFTOP PENTHOUSE 13 EXISTING PLANTER BOX BELOW 14 EXISTING ROOFTOP WALKWAY 15 EXISTING BUILDING 16 EXISTING ROOFTOP I -BEAMS PER STRUCTURAL 17 EXISTING ROOFTOP 18 PROPOSED BRACING ALONG EXISTING SHELTER SUPPORT BEAM; REFER TO STRUCTURAL DETAILS 1/S -2 \ \S -2 inensollitagNERMANtiteSINISUIM EXISTING ANTENNA LAYOUT ISCME FOR 24x36: 1/4'= 1' -0' SCALE FOR 11 %17: 1/8' = 1' -01 THIS IS NOT A SITE SURVEY; ALL PROPERTY BOUNDARIES. ORIENTATION OF TRUE NORTH AND STREET HALF - WIDTHS HAVE BEEN OBTAINED FROM A TAX PARCEL MAP AND ARE APPROXIMATE. SEE 2/A -4 FOR GENERAL NOTES SECTOR QUANTITY TTP HEIGHT ANT. SIZ£ AZIMUTH NUMBER OF COAX SIZE COAX DOWN TILT COAX RUNS LENGTH ' A' 2 NEW 77' -O' 8' -O' 15' 4 2 NEW 1/2' 20' -O'± "A' 2 NEW 77' -O' 4' -O' 15' 4 2 NEW 1/2' 20' -0't ' G' 2 NEW 77' -O' 8' -0' 190' 0 2 EXISTING 1/2' 20' -0'f 'G' 2 NEW 77• -0' 4' -0' 190' 0 2 EXISTING 1/2' 20' -0 "t SITE PLAN EH (SCALE FOR 24x36: 1/4'= 1' -0' SCALE FOR 11%17: 1/8' = (SCALE FOR 24x36: 1/4'= 1' -0' SCALE FOR 11X17: 1/8' = 1• -01 PROPOSED ANTENNA LAYOUT PLANS PREPARED FOR: PLANS PREPARED BY: !wt s■., Pm. P.' F. pow rilE " El Pi [Iliff 1' Iffl (1 _ .'tea 1 ADC AROIITECTS.ENGINEERS, 4720 2001H LYNNWOOD. PHONE PAX: STREET WA 98036 425.670,8651 425.712.0846 SW P.C. SIRE 200 UCENSURE: 5773 REGIS • RED Ab • 11 CT KENNETH D. CAMP STATE OF WASHINGTON DATE: 07/25/2008 DRAWN BY: CRW CHECKED BY: EJC REVISIONS DATE DESCRIPTION BY 06/19 2008 ISSUED FOR 90% CD REVIEW CRW 07/16 2008 ISSUED FOR REVISED 90% CD REVIEW ,IPM 07/25 2008 ISSUED FOR CONSTRUCTION CRY/ `� CEIVED 1 1 , 111 PRLOPPuMNT SEA- MALL 16400 SEATTLE, RATS SOUTHCENTER PKWY WA. 98188 A-2 4 TOP OF EXISTING VERIZON WIRELESS ANTENNA'S n. -O. TOP OF COSTING BUILDING GRADE L un 4) TOP OF PROPOSED VERIZON WIRELESS ANTENNA'S 77-0' TOP OF EXISTING BUILDING 63' -6' GRADE • EXISTING NORTHEAST ELEVATION 0' 10' 20' 5' 15' SCALE FOR 24x36: 1'= 10'-0' SCALE FOR 11017: 1' = 217-0' 0 L 00 0 GRADE 0.-0 1 PROPOSED NORTHEAST ELEVATION SCALE FOR 24x36: I'= 10' -0' SCALE FOR 11017: 1' = 10' 20' 15' GR-0 0' -0 OPROPOSED VERIZON WIRELESS 8' -0' HIGH ANTENNA (4 TOTAL, 2 PER SECTOR) OPROPOSED VERIZON WIRELESS 4' -0' HIGH ANTENNA (4 TOTAL, 2 PER SECTOR) O3 PROPOSED VERIZON WIRELESS ANTENNA MOUNT (4 TOTAL) (PER STRUCTURAL) OEXISTING VERIZON WIRELESS ANTENNA (8 TOTAL. 4 PER SECTOR) TO BE REMOVED OEXISTING VERIZON WIRELESS ANTENNA MOUNTS (4 TOTAL), TO BE REMOVED OEXISTING VERIZON WIRELESS 12' -0' X 24' -O' EQUIPMENT SHELTER AT EXISTING ROOFTOP OEXISTING VERIZON WIRELESS WIRELESS ANTENNA MOUNT (4 TOTAL) O EXISTING ROOFTOP PENTHOUSE OEXISTING BUILDING PLANS PREPARED FOR: Ve/T' • /l wireless PLANS PREPARED BY: !wow ■■... Pa IQ F PON Imo, Ial LEr 1 . IN g1 re M 11 1 lc ARCHITECTS.ENGINEERS, 4720 200TH LYNNWOOD. PHONE: FAX: STREET WA 425.670.8651 425.712.0846 98036 SW SUITE P.C. 200 UCENSURE: .773 REGIST IIIP D I ,' IT T KENNETH D. CAMP STATE OF WASHINGTON DATE: 07/25/2008 DRAWN BY: CRW CHECKED BY: EJC REVISIONS DATE DESCRIPTION BY 06/19 2008 ISSUED FOR 90% CD REVIEW CRW 07/16 2008 ISSUED FOR REVISED 90% CD REVIEW ,LPN 07/25 2008 ISSUED FOR CONSTRUCTION CRW R rr�� CEtVED A G 1 9 2008 [1 OMMUNITY ELOIPNIFi T PROJECT: SEA- MALL RATS 16400 SOUTHCENTER PKWY SEATTLE, WA. 98188 A.3 1.I INSERT SCISSOR BRACKETS BETWEEN THE UPPER ANTENNA MOUNTING BRACKET AND THE UPPER POLE ADAPTER BRACKET. SECURE USING 1/2 INCH HARDWARE PROVIDED. 2. TO SET THE DEGREE OF DOWNT1LT, 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 OPTIONAL DOWNTILT BRACKET PIPE MOUNT (TYP) VALMONT MICROFI.ECT PART #81001 OR APPROVED EQUAL ANEL ANTENNA (TYP) PARTS fTEM QTY DESCRIPTION PLANS PREPARED BY: O 1 ADAPTER, POLE, LOWER KEIV ARCHITECTS.ENGINEERS, 4720 200TH LYNN WOOD, T41061E FAX: 0 1 BRACKET, DOWNTILT, POLE 0 1 BRACKET, DOWNTILT, ANTENNA DRAWN BY: CRW O 6 1/2 X 1 HEX HEAD BOLT DESCRIPTION © 6 1/2 SPUR WASHER CRW O 2 5/16 X 1 HEX HEAD BOLT 07/25 2008 0 2 5 16 SPLIT WASHER CEI 11 ED 0 4 1/2 THREADED ROD O 8 1/2" SPLIT WASHER B S EA- MALL 16400 SEATTLE, D 12 1/2' NUT ANTENNA MOUNTING DETAIL NOT TO SCALE 4ENE86LN47E5: 1. THE CONTRACTOR SHALL COMPLY WITH ALL LOCAL AND NATIONAL CODES, REGULATIONS AND SAFETY REGULATIONS. AU. OSHA REGULATIONS. ALL PUBLIC AND MUNICIPAL AUTHORITIES, AND ANY UNLIIY COMPANIES' REGULATIONS AND DIRECTIVES. 2. THE DRAWINGS AND SPECIFICATIONS ARE A GENERAL DIRECTIVE FOR THE SCOPE OF WORK. EXACT DIMENSIONS AND LOCATIONS MAY CHANGE IN THE FIELD. THE CONTRACTOR IS TO VERIFY THE DIMENSIONS AND LOCATIONS AND REPORT ANY AND ALL DISCREPANCIES TO REPRESENTATIVE. ANY MINOR ERRORS AND OMISSIONS IN THE DRAWINGS AND SPECIFICATIONS DOES NOT EXCUSE THE CONTRACTOR FROM COMPLETING THE PROJECT AND IMPROVEMENTS IN ACCORDANCE WITH THE INTENT OF THESE DOCUMENTS. 3. CONTRACTOR IS RESPONSIBLE FOR FIELD MEASUREMENTS TO CONFIRM LENGTHS OF CABLE TRAYS AND ELECTRICAL ONES AND ANTENNA MOUNTING. 4. VERIFICATION THAT EXISTING TOWER /POLE CAN SUPPORT THE PROPOSED ANTENNA, COAX & ADDTRONAL EQUIPMENT LOADING IS TO BE DONE BY OTHERS. GENERAL NOTES NOT TO SCALE ANTENNA CABLE 12' TO 24' WEATHERPROOFING KIT (SEE NOTE 3) CABLE GROUND KIT #6 AWG STRANDED COPPER GROUND WIRE (GROUNDED TO GROUND BAR) (SEE NOTE 1 k 2) i 2 1/2'0 MAX. CONNECTION OF CABLE GROUND KIT TO ANTENNA CABLE NOTES; 1. DO NOT INSTALL CABLE GROUND KR AT A BEND AND ALWAYS DIRECT GROUND WIRE DOWN TO GROUND BAR. 2. GROUNDING KIT SHALL BE ANDREW SUREGROUND TYPE KIT WITH TWO -HOLE LUG. 3. WEATHER PROOFING SHALL BE TWO -PART TAPE KIT. COLD SHRINK SHALL NOT BE USED. CABLE GROUNDING DETAIL NOT TO SCALE PROPOSED 4) 7/8'0 COAX (PER ARCH. DRAWINGS) MICROFLECT PVC SLEEPER 8' PLAIN PVC TIME PART 8 131585 (CUT AS NEEDED) 04' -O' O.C. HOLD DOWN CLAMP FASTENED TO 4' X 4' WITH 3/8' X 2 1/2' LONG LAG SCREWS. ROOFTOP COAX CABLE DETAIL NOT TO SCALE NOT USED NOT TO SCALE NOT USED NOT TO SCALE NOT USED NOT TO SCALE NOT USED NOT TO SCALE 10 NOT USED A -4 NOT 10 SCALE NOT USED NOT TO SCALE NOT USED NOT TO SCALE NOT USED NOT TO SCALE 1PLANS PREPARED FOR: 1/@/7m/lwireless PLANS PREPARED BY: IIIIIIIIIR 1nw- 1F. 1.' F Mr ISSF rEff IN Ir Na Iff �, 1 .16M11 I KEIV ARCHITECTS.ENGINEERS, 4720 200TH LYNN WOOD, T41061E FAX: STREET WA 98036 425.670.8651 425.712.0846 SW SUITE P.C. 200 UCENSURE: _ 5773 REGIS RED 4LA .CT KENNETH D. CAMP 1, STATE OF WASHINGTON DATE: 07/25/2008 DRAWN BY: CRW CHECKED BY: EJC REVISIONS DATE DESCRIPTION BY 06/19 2008 ISSUED FOR 90R CD RENEW CRW 07/16 2008 ISSUED FOR REVISED 9015 CD REVIEW JPM 07/25 2008 ISSUED FOR CONSTRU`CT'ION CRW y¢ CEI 11 ED MI6 1 20013 4!) ��9 i i 1lotf, TTY ,,i B S EA- MALL 16400 SEATTLE, r..,n RATS SOUTHCENTER PKWY WA. 98188 A.4 STRUCTURAL NOTES (THESE NOTES ARE TYPICAL UNLESS NOTED OR DETAILED OTHERWISE ON DRAWINGS). S�QE ALL MATERIALS, WORKMANSHIP, DESIGN, AND CONSTRUCTION SHALL CONFORM TO THE DRAWINGS, SPECIFICATIONS, AND THE INTERNATIONAL BUILDING CODE (IBC), 2006 EDITION, AS AMENDED BY THE LOCAL JURISDICTION. SPECIFICATIONS AND STANDARDS WHERE REFERENCED ON THE DRAWINGS ARE TO BE THE LATEST EDITION. DEAD LOAD: SHELTER SELF WEIGHT: 14,000 LBS EQUIPMENT WEIGHT WITHIN SHELTER: 12,000 LBS MAXIMUM PANEL ANTENNA & MOUNT WEIGHT: 100 LOS LIVE LOAD: SNOW: 25 PSF A WIND LOAD: 85 MPH, EXPOSURE 6 F = qz x G x Cf = 17.4 PSF ON SHELTER qz = 15.73 PSF (Kz = 0.87, Kn = 1.0, Ka = 0.85) G = 0.85 (RIGID STRUCTURE) Cf = 1.3 (ROOFTOP EQUIPMENT) I = 1.15 (COMMUNICATION EQUIPMENT) SEISMIC LOAD: SEISMIC DESIGN CATEGORY 0, SOIL TYPE Sd Fp = EIVP [1 +2hx /hr] Wp = 0.570 Wp (LRFD) ap = 1.0 (COMMUNICATIONS EQUIPMENT) Rp = 2.5 (COMMUNICATIONS EQUIPMENT) Sds = 0.950 (Ss = 1.425 & Fa = 1.0 BASED ON LAT. /LONG.) Ip = 1.25 (COMMUNICATIONS EQUIPMENT) hx /hr = 1.0 ROOF) ,S . STRUCTURAL STEEL DESIGN, FABRICATION, AND ERECTION SHALL BE IN ACCORDANCE WITH THE AISC 'SPECIFICATION FOR THE DESIGN, FABRICATION. AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS ", LATEST EDITION. SHAPES SHALL CONFORM TO ASTM A992, Fy = 50 KS. PLATES, ANGLES, AND RODS SHALL CONFORM TO ASTM A36, Fy = 36 KSI. STRUCTURAL TUBING SHALL CONFORM TO ASTM A500 GRADE B, Fy = 46 KS. STEEL PIPE SHALL CONFORM TO ASTM A53 GRADE 6, Fy = 35 KSI. BOLTS CONNECTING STEEL MEMBERS SHALL CONFORM TO ASTM A325 —N. BOLTS SHALL BE 5/8 "0 MINIMUM. U.N.O. ANCHOR BOLTS SHALL CONFORM TO ASTM A307. CONTRACTOR SHALL PROVIDE CONNECTION ADJUSTMENT TOLERANCES TO SATISFY THE REQUIREMENTS OF AISC MANUAL OF STEEL CONSTRUCTION. A MEM WELDING SHALL CONFORM TO AWS 'STRUCTURAL WELDING CODE", 2000 EDITION. ALL WELDING SHALL BE DONE WITH 70 KSI LOW HYDROGEN ELECTRODES WHERE NOT CALLED OUT, MINIMUM FILLET WELD SIZE SHALL BE PER TABLE 5.8 IN AWS D1.1, 2000 EDITION. ALL WELDING SHALL 81 DONE BY WASHINGTON ASSOCIATION OF BUILDING OFFICIALS (WABO) CERTIFIED WELDERS. QUALITY ASSURANCE PLAN A QUALITY ASSURANCE PLAN SHALL BE IMPLEMENTED TO VERIFY INSPECTIONS AND OBSERVATIONS ARE COMPLETED AS REQUIRED FOR THE LATERAL FORCE RESISTING SYSTEMS IN ACCORDANCE WITH SECTIONS 1705 AND 1706 OF THE IBC. SUPPORTING DOCUMENTATION SHALL BE PROVIDED BY THE CONTRACTOR TO THE BUILDING OFFICIAL TO ACKNOWLEDGE THEIR AWARENESS OF THESE REQUIREMENTS. SPECIAL INSPECTION — SPECIAL INSPECTION IS NOT REQUIRED PER IBC SECTION 1704.1, EXCEPTION 1, EXCEPT AS REQUIRED BY THE LOCAL JURISDICTION. ANY SPECIAL INSPECTION THAT OCCURS SHALL BE IN CONFORMANCE WITH CHAPTER 17 OF THE IBC. S)RUCTURAL OBSERVATION — STRUCTURAL OBSERVATION IS NOT REQUIRED. INSPECTION AND OBSERVATION REPORTS SHALL BE PROVIDED FOR EACH DAY ON SITE. REPORTS SHALL BE DISTRIBUTED TO THE CONTRACTOR, ARCHITECT, ENGINEER, AND BUILDING OFFICIAL GENERAL STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL, CIVIL, ELECTRICAL, AND MECHANICAL DRAWINGS FOR BIDDING AND CONSTRUCTION. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS FOR COMPATIBIUTY BEFORE PROCEEDING. ANY DISCREPANOES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT BEFORE PROCEEDING. CONTRACTOR TO SEE ARCHITECTURAL, CIVIL, ELECTRICAL AND MECHANICAL DRAWINGS FOR SIZE AND LOCATION OF PIPE, VENT, DUCT AND OTHER OPENINGS AND DETAILS NOT SHOWN ON THESE DRAWINGS. CONTRACTOR SHALL BE RESPONSIBLE FOR ERECTION STABIUTY AND TEMPORARY SHORING AS NECESSARY UNTIL PERMANENT SUPPORT AND STIFFENING ARE INSTALLED. CONTRACTOR— INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES SHOWN ON SHOP DRAWINGS ONLY WILL NOT SATISFY THIS REQUIREMENT. DRAWINGS 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 ARCHITECT AND THE STRUCTURAL ENGINEER. PROPOSED SECTOR OF VERIZON WIRELESS ANTENNAS. REFER TO ARCH. DWGS. MOUNT TO BEAM PER DETAIL 2/S -2. EXISTING VERIZON WIRELESS EQUIPMENT SHELTER. REFER TO /� DESIGN LOADS. / PROPOSED SECTOR OF VERIZON / WIRELESS ANTENNAS. REFER TO ARCH. DWGS. OROOF PLAN v SCALE: 3/32' = W-8' 2I'-4. PLANS PREPARED FOR: PLANS PREPARED BY: ENGINEERING 250 4TH AVE. 5., SURE 200 EDMONDS. WASHINGTON 98020 PHONE (425) 778 -8500 FAX (425) 778 -5538 UCENSURE: 4a IFIN w N /15/08 DATE: 06/17/08 _ DRAWN BY: EWJ CHECKED BY: CAB REVISIONS DATE DESCRIPTION BY 06/17 2008 ISSUED FOR PERMIT SUBMITTAL JMS 07/15 2008 ANTENNA SECTOR RELOCATION CAB PROJECT: SEA - MALL RATS 16400 SOUTH CENTER PARKWAY TUKWILA, WA 98188 S-1EC EIVED N IG 1 9 2008 1/2'0 GALV. THREADED ROD, TYP. (4)- LOCATIONS EA. PIPE MOUNT • L21/2x21/2x 3/16, TYP. EACH SIDE A VALMONT 'V' DESIGN CLAMP, TYP. TOP & BOT 3' STD PIPE HSS PER PLAN O SECTION SCALE 11/2' = i PROPOSED VERIZON WIRELESS REPLACEMENT ANTENNAS RELOCATED FROM EXIST. TS TO NEW TS, TYP. (4)- LOCATIONS. L BRACE PER PLAN BEND ANGLE AS NECESSARY TO CONNECT TO BEAM 5/8'0 GAL THR EX. BM PER PLAN 2' -0' OBRACE TO BEAM CONNECTION SCALE 1' = P -0' PROPOSED VERIZON WIRELESS REPLACEMENT ANTENNAS ON EXIST. PIPE MOUNTS, TYP. (4) LOCATIONS. �)A EXISTING EQUIPMENT SHELTER. REFER TO DESIGN LOADS FOR MAXIMUM WEIGHT OF EQUIPMENT AND SHELTER. TYP. LOCATIONS L21/2x21/2x3/16, TYP. (8)- LOCATIONS. LOCATE 1/4 POINTS ALONG SHELTER SUPPORT BEAM PLAN NOTES: 1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS & FRAMING SHOWN FOR COMPATIBIUTY PRIOR TO WORK. NOTIFY ENGINEER OF ANY DISCREPANCIES. 2. AU. STEEL SHALL BE HOT DIP GALV. U.N.O. 3. TOP OF ROOF REFERENCE ELEVATION IS 0' -0'. 4. TOP OF PLATFORM ELEVATION IS 2' -0'. OPARTIAL PLATFORM FRAMING PLAN SCALE: 1/2' = 1'-0' 5/8•0 THRU BOLT GALVANIZED CROSS BRACE PER PLAN 8 O� 1/2'0 CALV. U -BOLT EX. PIPE TO REMAIN OPIPE BRACE DETAIL SCALE 1' = 1'-O' 5 O NOT USED SCALE 1' = r-0" BENT PL 3/8x9' DEEP W/ (4) -3/4'0 BOLTS 111RU WE & (2) -3/4'0 BOLTS 1HRU TS 1 1/2' A OSECTION 6 SCME 11/2' = 1' -0• 16 AT 9M. LOCATION, NEW TS CONNECTS TO EX. TS NEW L 2 1/2 x 2 1/2 x 3/16' W/ (1) -5/8'0 A325 BOLT EA. END. CONTRACTOR MAY LOCATE 0 EX. SHELTER A.B. LOCATIONS IF WITHIN 6' OF REQUIRED LOCATIONS w VARIES aD a % OSECTION SCALE 1' = 1'-0' EX. SHELTER EX. BEAMS PER PLAN PLANS PREPARED FOR: CO •5 PLANS PREPARED BY: ENGINEERING 270 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 88020 PHONE (425) 778 -8500 FAX (423) 778 -3538 UCENSURE: IP /WOO DATE: 06/17/08 _DRAWN BY: EWJ CHECKED BY: CAB REVISIONS DATE DESCRIPTION BY 06/17 2008 ISSUED FOR PERMIT SUBMITTAL ADS 07/15 2008 ANTENNA SECTOR RELOCATION CAB PROJECT: SEA - MALL RATS 16400 SOUTH CENTER PARKWAY TUKWILA, WA 98188 S - a( EtVED AUG 1 9 2008 SHEET INDEX ARCHMCn LRAI T -1 TITLE SHEET A -1 SITE PLAN A -2 ENLARGED SITE PLAN, EXISTING AND PROPOSED ANTENNA LAYOUT A -3 EXISTING AND PROPOSED SITE ELEVATIONS A -4 DETAILS STRl ICTL IEA1 S S -1 STUCTURAL NOTE AND ROOFTOP PLAN S -2 PARTIAL ROOFTOP PLAN AND DETAILS PROJECT DIRECTORY APPUCANT VERIZON WIRELESS 15900 SE EASTGATE WAY M/S 231 BELLEVUE, WA 98008 APPUCANT AGENT: KDC ARCHITECTS 4720 200TH STREET SW., SUITE 200 LYNNWOOD, WA 98036 CONTACT: JOHN EDER PHONE: (253) 278 -2902 FAX: (866) 788 -9927 ARCHITECT /ELECTRICAL ENGINEER: KDC ARCHITECTS 4720 200TH STREET SW., SUITE 200 LYNNWOOD, WA 98036 CONTACT: ERIC CAMP PHONE: (425) 670 -8651 FAX: (425) 712 -0846 PROJECT INFORMATION WASHINGTON STATE CODE COMPLIANCE: 2006 IBC, STANDARDS AND AMENDMENTS -WAC 2006 IMC, STANDARDS AND AMENDMENTS -WAC 2006 IFC, STANDARDS AND AMENDMENTS -WAC 2006 IPC, STANDARDS AND AMENDMENTS -WAC 51 -57. SITE NAME: SEA -MALL RATS SITE ADDRESS: 16400 SOUTHCENTER PRWY SEATTLE, WA. 98188 OWNER. LEGACY PARTNERS I TUKWILA 10655 NE 4TH ST. #812 BELLE3VUE, WA. 98004 JURISDICTION: CI1Y OF SEATTLE PARCEL NUMBER: 2623049021 51 -50; 51 -52; 51 -54; 51 -56, PROJECT DESCRIPTION: THIS PROPOSAL IS FOR THE REMOVAL OF EXISTING ANTENNAS (8 TOTAL, 4 PER SECOTR) AND INSTALL NEW ANTENNAS (8 TOTAL, 4 PER SECTOR) TO AN EXISTING ROOFTOP MOUNTING STRUCTURE veri 011wireless SEA -MALL RATS 16400 SOUTHCENTER SEATTLE , WA. 98188 LAT: 47 °27'18.98" N LONG: 122 °15'43.63" W LEGAL DESCRIPTION PARCEL 1 OF CITY OF TUKWILA REVISED SHORT PLAT /77 -51 -55 AKA BLA 13 -79 REC #7904180881 SD PLAT DAF — POR SE 1/4 OF NW 1/4 BEG AT MONUMENTAL INTSN OF C /L'S OF SOUTHCENTER PARKWAY 57TH AVE 5 & MEANDER BLVD S 164TH 5T TH S 8 -45 -5 E 325.05 FT TH S 0 -25 -58 E 30 FT TO AN INTSN WITH S MGN SD STRIDER BLVD & TPOB TH CONTG S 0 -25 -58 E 200 FT TH S 89 -45 -58 E 350 FT TH S 0 -25-58 E 1093.20 FT TH 14 89 -43-19 W 626.31 FT TO E MGN SOUTHCENTER PARKWAY TH N 0 -57 -48 W 1241.85 FT TO A PT OF CURVE TH NLY & ELY AID ARC OF CURVE TO RGT RAD 50 Fr THRU CIA 91 -11 -50 79.53 FT TO 5 MGN SEAMIER BLVD 711 5 89 -45 -58 E 237.72 FT TO TPOB LESS POR OF 5D PAR 1 FOR ST UNDER REC NO 8310250922 CONTRACTOR NOTE BIIDDDINNGGH�J08 ARE NEVER HAVE MADE NEVERTHELESS CAUTIONED THAT MINOR OMISSIONS THE R ERRORS IN TDNE AND RAWING AND OR R SPE�CIFlGTIONSS SHALL NOT SCOPE OF SAID CONTRACTOR CONTRACTORS ON FROM COMPLETING THE PROJECT AND IMPROVEMENTS IN ACCORDANCE WITH THE INTENT OF THESE DOCUMENTS. THE BIDDER SHALL BEAR THE RESPONSIBILITY OF NOTIFYING DISCREPANCIES CONTRACTOR w5 ALL PRI THE MORES dOSRY OE OR IXIENSIVE OMISSIONS DIRECTEDOTHERWISER TOT'S PROPOSAL IN THE EVENT OF GENERAL NOTES 1. DRAWINGS ARE NOT TO BE SCALED, WRITTEN DIMENSIONS TAKE PRECEDENCE. AND THIS SET OF PLANS IS INTENDED TO BE USED FOR DIAGRAUMATIC PURPOSES ONLY, UNLESS NOTED OTHERWISE THE GENERAL CONTRACTOR'S SCOPE OF WORK SHALL INCLUDE FURNISHING ALL MATERIALS. EQUIPMENT. LABOR, AND ANYTHING ELSE DEEMED NECESSARY TO COMPLETE INSTALLATIONS AS DESCRIBED HEREIN. 2. PRIOR 70 THE SUBMISSION OF BIDS, THE CONTRACTORS INVOLVED SHALL VISIT THE JOB SITE AND FAMILIARIZE THEMSELVES WITH ALL CONDITIONS AFFECTING THE NEW PROJECT. WITH THE CONSTRUCTION AND CONTRACT DOCUMENTS, FIELD CONDmONS AND CONFIRM THAT THE PROJECT MAY BE ACCOMPUSHED AS SHOWN PRIOR TO PROCEEDING WITH CONSTRUCTION. ANY ERRORS, OMISSIONS. OR DISCREPANCIES ARE TO BE BROUGHT TO THE ATTENTION OF THE ARCHITECT/ENGINEER IN WRmNG. 1 THE GENERAL CONTRACTOR SHALL RECEIVE WRITTEN AUTHORIZATION TO PROCEED WITH CONSTRUCTION PRIOR TO STARING WORK ON ANT ITEM NOT CLEARLY DEFINED BY THE CONSTRUCTION DRAWINGS /CONTRACT DOCUMENTS. 4. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE PROJECT DESCRIBED HEREIN. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEURES AND FOR COORDNATING ALL PORTIONS OF THE WORK UNDER THE CONTRACT. 5. 114E CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS ACCORDING TO MANUFACTURER'S/ VENDOR'S SPECIFICATIONS UNLESS NOTED OTHERWISE OR WHERE LOCAL CODES OR ORDINANCES TAKE PRECEDENCE. 8. ALL WORK PERFORMED ON PROJECT AND UATERIAIS INSTALLED SHALL BE IN STRICT ACCORDANCE WIN ALL APPLICABLE CODES, REGULATIONS, AND ORDINANCES. CONTRACTOR SHALL GIVE ALL NOTICES AND COMPLY WITH ALL LAWS. ORDINANCES, RULES. REGULATIONS AND LAWFUL ORDERS OF ANY PUBIJC AUTHORITY, MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS, AND LOCAL AND STATE JURISDICTIONAL CODES BEARING ON THE PERFORMANCE OF THE WORK. 7. THE STRUCTURAL COMPONENTS OF THIS PROJECT STE/FAGUTY ARE NOT TO BE ALTERED BY THIS CONSTRUCTION PROJECT UNLESS NOTED OTHERWISE 8. ANTENNA SUPPORTING POLE IS UNDER A SEPARATE CONTRACT. THE CONTRACTOR SHALL ASSIST ANTENNA INSTALLATION SUB—CONTRACTOR IN TERMS OF COORDINATION AND SITE ACCESS. ERECTION SUB — CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTION OF PERSONNEL AND PROPERTY FROM HAZARDOUS EXPOSURE TO OVERHEAD DANGERS. 9. GENERAL CONTRACTOR SHALL PROVIDE AT THE PROJECT SITE A FULL SET OF CONSTRUCTION DOCUMENTS UPDATED WITH THE LATEST REVISIONS AND ADDENDA OR CLARIFICATIONS FOR T115 USE BY ALL PERSONNEL INVOLVED MTH THE PROJECT. 10. DETAILS INCLUDED HEREIN ARE INTENDED TO SHOW END RESULT OF DESIGN. MINOR MODIFICATIONS MAY BE REQUIRED TO SUIT JOB CONDmONS OR SITUATIONS, AND SUCH M0D0FICATIONS SHALL BE INCLUDED AS PART OF THE SCOPE OF WORK. 11. THE CONTRACTOR SHALL MAKE NECESSARY PROVISIONS TO PROTECT DIETING IMPROVEMENTS, EASEMENTS, PAVING. CURBING, ETC. DURING CONSTRUCTION UPON COMPLETION OF WORK. CONTRACTOR SHALL REPAIR ANY DAMAGE THAT MAY HAVE OCCURRED DUE TO CONSTRUCTION 014 OR ABOUT THE PROPERTY. 12. CONTRACTOR SHALL ENSURE THE GENERAL WORK AREA IS KEPT CLEW AND HAZARD FREE DURING CONTRUCTION AND DISPOSE OF ALL DIRT, DEBRIS. RUBBISH AND RDAOVE EQUIPMENT NOT SPECIFIED AS REMAINING ON THE PROPERTY, PREMISES SHALL BE LEFT IN CLEAN CONDmON AND FREE FROM PAINT SPOTS, DUST. OR SMUDGES OF ANY NATURE APPROVALS /ISSUE DATES ver► J • ►wireless PLANS PREPARED BY: SITE ALPHA NO: DATE ISSUED AS Preliminary Preliminary— Revised Zoning — Special Use Permit Application Construction Permit Application KDC ARCHRECTS.ENGINEERS, P.C. 4720 200TH STT EET SW SUITE 200 LYNNWOOD. WA98036 PHONE: 425.670.861 FAX: 425.712.0846 Issued for Zoning/Construction Issued for Construction 5773 REGIST ' ED I r�l� • KENNETH D. CAMP TE OF WASHINGTON' Issued Zoning & Construction Permit DRAWN BY: CRW As Built /Record Set REVIS10NS For Owner and Engineering Approval DESCRIPTION VERIZON WIRELESS CELLULAR DESIGN ENGINEER APPROVAL PRINTED NAME SIGNATURE TITLE DATE Jpti 07/25 2008 ISSUED FOR CONSTRUCTION CRW VERIZON WIRELESS PROPERTY OWNER APPROVAL PRINTED NAME SIGNATURE TITLE DATE ridialigi9VWERT SEA - MALL RATS 16400 SOUTHCENTER PKWY SEATTLE, WA. 98188 SYMBOLS LIST ELEVATION NUMBER SHEET NUMBER DEWL NUMBER SHEET NUMBER SECTION NUMBER SHEET NUMBER —E —E- -T —T - -G —G— [N] [E] PROPERLY LINE ELECTRICAL SERVICE TELCO SERVICE GROUNDING NEW !NESTING ELECTRIC METER ELECTRICAL WIRING (TURNING UP) ELECTRICAL WIRING (TURNING DOWN) BACKBOARD RECEPTACLE SPECIAL RECEPTACLE IUADRAPLEK RECEPTACLE BA GROUND GROUND ATTACHMENT DRIVING DIRECTIONS FROM SEATAC INTERNATLONAL AIRPORT; DEPART SEATTLE — TACOMA INTERNATIONAL AIRPORT ROAD NAME CHANGES TO S 170TH ST 142 YDS TAKE RAMP (LEFT) ONTO LOCAL ROAD(S)0.7 MI FREEWAYS TURN RIGHT ONTO RAMP 0.2 MI 51ST AVE. S0. / SOUTHCENTER PKWY. TURN RIGHT (SOUTH) ONTO KUCKITAT DR 0.6 MI TURN RIGHT (SOUTH) ONTO SOUTHCENTER PKWY 0.1 MI ARRIVE 16400 SOUTHCENTER PKWY. SEATTLE, WA 98188 CONFIDENTIAL AND PROPRIETARY Not for disclosure outside VERIZON WIRELESS without permission. PLANS PREPARED FOR: ver► J • ►wireless PLANS PREPARED BY: immIur wow /IN. PI. F' ow new Eir pi F KDC ARCHRECTS.ENGINEERS, P.C. 4720 200TH STT EET SW SUITE 200 LYNNWOOD. WA98036 PHONE: 425.670.861 FAX: 425.712.0846 UCENSURE: 5773 REGIST ' ED I r�l� • KENNETH D. CAMP TE OF WASHINGTON' DATE: 07/25/2008 DRAWN BY: CRW CHECKED BY: EJC REVIS10NS DATE DESCRIPTION BY 06/19 2008 ISSUED FOR 90% CD REVIEW CRW 07/16 2008 ISSUED FOR REVISED 90X CD REVIEW Jpti 07/25 2008 ISSUED FOR CONSTRUCTION CRW !ECE!VED "LI C 1. g 2008 p ridialigi9VWERT SEA - MALL RATS 16400 SOUTHCENTER PKWY SEATTLE, WA. 98188 PROPOSED PROJECT AREA SEE 32'-0' WIDE UI1LTIY EASOAENT >- PROPFRa LWF UTILTIY EASEMENT _ _ _ f 129' -11'* TO PROPOSED ANTENNA 1°7-2 OVERALL SITE PLAN -154751,ERrY UNE 133' -5'± TO PROPOSED ANTENNA SCALE FOR 24x36: 1'= 20'-0' SCALE FOR 11X17: 1' = 40'-O' 0 20' 40' 10' 30' NORTH g OEXISTING PARKING LOT OEXISTING PLANTER BOX (TYPICAL) OEXISTING ROOFTOP OEXISTING SIDEWALK (TYPICAL) OEXISTING 32' -0' WIDE UTIUTY EASEMENT OEXISTING ROOFTOP PENTHOUSE O7 EXISTING BUILDING 4F w+R' >T�E' 'i:. tilatE .. 'IIII?t.:'c::a::::.n:.r...::.:.:.. THIS IS NOT A SITE SURVEY: ALL PROPERTY BOUNDARIES, ORIENTATION OF TRUE NORTH AND STREET HALF - WIDTHS HAVE BEEN OBTAINED FROM A TAX PARCEL MAP AND ARE APPROXIMATE. PLANS PREPARED FOR: i \\/ ven • n --- wireless PLANS PREPARED BY: r Ir 1 IIIIMININ Mow paw per PIM 121 13 It IN 11 • I 1 ICDC ARCHRECr'S.ENGINEERS, 4720 200Th LYNNVYOOD. PHONE: FAX: STREET WA 96036 425.670.8651 425.712.0846 P.C. SW SUITE 200 UCENSURE: 5773 REGIS RED A CT KENNETH D. CAMP ,STATE OF WASHINGTON DATE: 07/25/2008 DRAWN BY: CRW CHECKED BY: EJC REVISIONS DATE DESCRIPTION BY 06/19 2008 ISSUED FOR 90% CD REVIEW CRW 07/16 2008 ISSUED FOR REVISED 90X CD REVIEW ,IPM 07/25 2008 ISSUED FOR CONSTRUCTION CRW tip Imp" -, i i i EA- MALL 16400 SEATTLE, 1,. JtEt 1il bFtiil i' RATS SOUTHCENTER PKWY WA. 98188 A Mill allonaltiMEDIN ..........:..v..vv.. v..: v ...'j OPROPOSED VERIZON WIRELESS 8' -0' HIGH ANTENNA (4 TOTAL. 2 PER SECTOR) OPROPOSED VERIZON WIRELESS 4' -0" HIGH ANTENNA e (4 TOTAL. 2 PER SECTOR) O3 PROPOSED VERIZON WIRELESS ANTENNA MOUNT (4 TOTAL) LIM (PER STRUCTURAL) O4 PROPOSED VERIZON WIRELESS (4) 1/2'0 COAX CABLES, 0© MOUNTED ON PROPOSED PVC SLEEPERS AT EXISTING ROOFTOP w� OPROPOSED VERIZON WIRELESS "L' BRACE PER STRUCTURAL OEXISTING VERIZON WIRELESS ANTENNA (8 TOTAL, 4 PER SECTO- TO BE REMOVED OEXISTING VERIZON WIRELESS ANTENNA MOUNTS (4 TOTAL). TO BE REMOVED OEXISTING (4) 1/2 "0 COAX CABLE ROUTE, TO BE REMOVED OEXISTING VERIZON WIRELESS 12' -0" X 24' -0" EQUIPMENT SHELTER AT EXISTING ROOFTOP 10 EXISTING VERIZON WIRELESS (4) 1/2'0 COAX CABLE ROUTE AT EXISTING ROOFTOP 11 EXISTING VERIZON WIRELESS WIRELESS ANTENNA MOUNT (4 TOTAL) 12 EXISTING ROOFTOP PENTHOUSE 13 EXISTING PLANTER BOX BELOW 14 EXISTING ROOFTOP WALKWAY 15 EXISTING BUILDING 16 EXISTING ROOFTOP I -BEAMS PER STRUCTURAL 17 EXIST NG ROOFTOP 18 PROPOSED BRACING ALONG EXISTING SHELTER SUPPORT BEAM; REFER TO STRUCTURAL DETAILS 1/S -2 S -2 EXISTING ANTENNA LAYOUT SCALE FOR 24x36: I/4 1' -0' SCALE FOR 11X17: 1/8' = 1' -01 THIS IS NOT A SITE SURVEY; ALL PROPERTY BOUNDARIES, ORIENTATION OF TRUE NORTH AND STREET HALF - WIDTHS HAVE BEEN OBTAINED FROM A TAX PARCEL MAP AND ARE APPROXIMATE. CANZBALIKIESI SEE 2/A -4 FOR GENERAL NOTES SECTOR QUANTITY TIP HEIGHT ANT. SIZE A2DAUIH NECH. NUMBER OF COAX SIZE COAX DOWN TILT COAX RUNS LFNGIN 'A' 2 NEW 77' -0' 8' -0' 15' 4 2 NEW 1/2' 20' -0 "t 'A' 2 NEW 77' -O' 4' -0' 15' 4 2 NEW 1/2' 20' -O'± "G' 2 NEW 77' -0' 8' -0' 190' 0 2 EXISTING 1/2' 20' -0 "t 'G' 2 NEW 77' -O" 4' -0' 190' _ 0 2 EXISTING 1/2" 20' -0'f SITE PLAN 'SCALE FOR 24x3& 1/4 1' -0' SCALE FOR 11X17: 1/8" = 1' -01 N O R T H PROPOSED ANTENNA LAYOUT SCALE FOR 24x36: 1/4"= 1•-0" SCALE FOR 11X17: 1/8' = 1' -01 PLANS PREPARED FOR: PLANS PREPARED BY: . P F immi.. P...., P Pa pm OEN 131 Ill ITYI 5a" �� 5 1 y: am*/� KDC ARCHRECTS.ENGINEERS, P.C. 4720 200111 STREET SW SURE 200 LY10N1900D. WA 98036 PHONE: 425.670.8651. FAX: 425.712.0846 UCENSURE: 5773 RED REGIS aCT A KENNETH D. CAMP LSTATE OF WASHINGTON DATE: 07/25/2008 DRAWN BY: CRW CHECKED BY: EJC REVISIONS DATE DESCRIPTION BY 06/19 2008 ISSUED FOR 90% CD REVIEW CRW 07/16 2008 ISSUED FOR REVISED 90X CD REVIEW JPM 07/25 2008 ♦i.� ISSUED FOR CONSTRUCTION ; CRW AUG 1 9 2008 D al- W3LII :tiT PROJECT: SEA- MALL RATS 16400 SOUTHCENTER PKWY SEATTLE, WA. 98188 A.2 R 4 TOP OF EXISTING VERIZON WIRELESS ANTENNA'S 77 -o' TOP OF COSTING BUILDING GRADE 0. -0' O 0 00 4 TOP OF PROPOSED VERIZON WIRELESS ANTENNA'S 4 PTOP OF EXISTING BUILDING � 63' -6' $GRADE 0'-0" • EXISTING NORTHEAST ELEVATION !SCALE FOR 24x36: 1= 10' -0' SCALE FOR 11917: 1' = 00 00 0 10' 20' 5' 15' L GRAD CEO PROPOSED NORTHEAST ELEVATION SCALE FOR 24936: 1'= 10 -0' SCALE FOR 11X17: 1' = 20' -0' 20' 15' t GRADE0.-0 O1 PROPOSED VERIZON WIRELESS 8' -0' HIGH ANTENNA (4 TOTAL. 2 PER SECTOR) OPROPOSED VERIZON WIRFI FCS 4' -0' HIGH ANTENNA (4 TOTAL, 2 PER SECTOR) O PROPOSED VERIZON WIRELESS ANTENNA MOUNT (4 TOTAL) (PER STRUCTURAL) O4 EXISTNG VERIZON WIRELESS ANTENNA (8 TOTAL. 4 PER SECTOR) TO BE REMOVED OEXISTING VERIZON WIRELESS ANTENNA MOUNTS (4 TOTAL), TO BE REMOVED OCOSTING VERIZON WIRELESS 12' -0' X 24' -0' EQUIPMENT SHELTER AT EXISTING ROOFTOP O7 EXISTING VERIZON WIRELESS WIRELESS ANTENNA MOUNT (4 TOTAL) O8 EXISTING ROOFTOP PENTHOUSE O EXISTING BUILDING PLANS PREPARED FOR: veri ` • f1 wireless PLANS PREPARED BY: PWNW P■... PQ Pa I. MI MI PiEf Pr NE 13I R. 1 R 1 KDC ARCHITECTS.ENGINEERS, I P.C. I 4720 200TH STREET SW SUITE 200 139114111000. WA 98038 PHONE: 425.670.9651 FAX: 425.712.0846 UCENSURE: 5773 REGIST - D R 'It T KENNETH D. CAMP STATE OF WASHINGTON DATE: 07/25/2008 DRAWN BY: CRW CHECKED BY: EJC REVISIONS DATE DESCRIP1ON BY 06/19 2008 ISSUED FOR 90X CO REVIEW CRW 07/16 2008 ISSUED FOR REVISED 90% CD REVIEW JPM 07/25 2008 ISSUED FOR CONSTRUCTION CRW ECEIVED uG 1 9 2008 gOMM<U►4(TY PROJECT: S EA- MALL RATS 16400 SOUTHCENTER PKWY SEATTLE, WA. 98188 A.3 1. INSERT SCISSOR BRACKETS BETWEEN THE UPPER ANTENNA MOUNTING BRACKET AND THE UPPER POLE ADAPTER BRACKET. SECURE USING 1/2 INCH HARDWARE PROVIDED. 2. 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 OPTIONAL DOWNTILT BRACKET PIPE MOUNT (TYP) VALMONT MICROFLECT PART #81001 OR APPROVED EQUAL PANEL ANTENNA (TYP) PARTS. ITEM QTY DESCRIPTION 0 1 ADAPTER, POLE, LOWER I 0 1 BRACKET, DOWNTILT, POLE 0 1 BRACKET, DOWNTILT, ANTENNA 4720 200TH STREET SW MITE 200 LYNNWOOD, WA98036 RHONE 425.670.8651 FAX: 425.712.0846 () 6 1/2 X 1 HEX HEAD BOLT DATE: 07/25/2008 0 6 1/2 SPLIT WASHER DATE 0 2 5/16 X 1 HEX HEAD BOLT ISSUED FOR 90% CD RENEW It-/ 2 5 16 SPLIT WASHER JPM O 4 1/2' THREADED ROD 0 8 1/2" SPOT WASHER IMO D 12 1/2 NUT ANTENNA MOUNTING DETAIL NOT TO SCALE liFNI mLN0>E5: 1. THE CONTRACTOR SHALL COMPLY WITH ALL LOCAL AND NATIONAL CODES, REGULATIONS AND SAFETY REGULATIONS, ALL OSHA REGULATIONS. ALL PUBLIC AND MUNICIPAL AUTHORITIES, AND ANY UTILITY COMPANIES' REGULATIONS AND DIRECTIVES. 2. THE DRAWINGS AND SPECIFICATIONS ARE A GENERAL DIRECTIVE FOR THE SCOPE OF WORK. DNCT DIMENSIONS AND LOCATIONS MAY CHANGE IN THE FIELD. THE CONTRACTOR IS TO VERIFY THE DIMENSIONS AND LOCATIONS AND REPORT ANY AND ALL DISCREPANCIES TO REPRESENTATIVE. ANY MINOR ERRORS AND OMISSIONS IN THE DRAWINGS AND SPECIFICATIONS DOES NOT EXCUSE THE CONTRACTOR FROM COMPLETING THE PROJECT AND IMPROVEMENTS IN ACCORDANCE WITH THE INTENT OF THESE DOCUMENTS. 3. CONTRACTOR is RESPONSIBLE FOR FIELD MEASUREMENTS TO CONFIRM LENGTHS OF CABLE TRAYS AND ELECTRICAL LINES AND ANTENNA MOUNTING. 4. VERIFICATION THAT EXISTING TOWER /POLE CAN SUPPORT THE PROPOSED ANTENNA. COAX & ADDITIONAL EQUIPMENT LOADING IS TO BE DONE BY OTHERS. GENERAL NOTES NOT TO SCALE ANTENNA CABLE 12" TO 24" WEATHERPROOFING KIT (SEE NOTE 3) CABLE GROUND KR #6 AWG STRANDED COPPER GROUND WIRE (GROUNDED TO GROUND BAR) (SEE NOTE 1 & 2) 1 2 1/2'0 MAX. CONNECTION OF CABLE GROUND KIT TO ANTENNA CABLE NOTES' 1. DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS DIRECT GROUND WIRE DOWN TO GROUND BAR. 2. GROUNDING KR SHALL BE ANDREW SUREGROUND TYPE KR WITH TWO —HOLE LUG. 3, WEATHER PROOFING SHALL BE TWO —PART TAPE KR, COLD SHRINK SHALL NOT BE USED. CABLE GROUNDING DETAIL NOT TO SCALE PROPOSED (4) 7/8'0 COAX CABLES (PER ARCH. DRAWINGS) MICROFLECT PVC SLEEPER 8' PLAIN PVC TUBE PART # B1585 (CUT AS NEEDED) 04' -0" 0.C. HOLD DOWN CLAMP FASTENED TO 4' X 4' WITH 3/8" X 2 1/2' LONG LAG SCREWS. ROOFTOP COAX CABLE DETAIL NOT TO SCALE NOT USED NOT TO SCALE NOT USED NOT TO SCALE NOT USED NOT TO SCALE NOT USED NOT TO SCALE NOT USED NOT TO SCALE NOT USED NOT TO SCALE NOT USED NOT TO SCALE NOT USED NOT TO SCALE PLANS PREPARED FOR: vett! ',wireless PLANS PREPARED BY: Wm.. ' , P I, IIIMl IN pi R F MEI RE RI 11 1 I I __ KDe AROIRECTS.ENGINEERS, P.0 4720 200TH STREET SW MITE 200 LYNNWOOD, WA98036 RHONE 425.670.8651 FAX: 425.712.0846 UCENSURE: 5773 REGIS , RED 4LA. ,.CT KENNETH D. &TATE OF WASHINGTON v DATE: 07/25/2008 DRAWN BY: CRW CHECKED BY: EJC REVISIONS DATE DESCRIPTION BY 06/19 2008 ISSUED FOR 90% CD RENEW CRW 07/16 2008 ISSUED FOR REVISED 90% CD REVIEW JPM 07/25 2008 ISSUED FOR CONSTRUCTION CRW IMO ill ' 111 PR:. MALL 16400 SEATTLE, "1:UN11 Y 'OP:dENT RATS SOUTHCENTER PKWY WA. 98188 A.4 STRUCTURAL NOTES (THESE NOTES ARE TYPICAL UNLESS NOTED OR DETAILED OTHERWISE ON DRAWINGS). ALL MATERIALS, WORKMANSHIP, DESIGN, AND CONSTRUCTION SHALL CONFORM TO THE DRAWINGS, SPECIFICATIONS, AND THE INTERNATIONAL BUILDING CODE (IBC), 2006 EDITION, AS AMENDED BY THE LOCAL JURISDICTION. SPECIFICATIONS AND STANDARDS WHERE REFERENCED ON THE DRAWINGS ARE TO BE THE LATEST EDITION. DESIGIL.LOSQS DEAD LOAD: SHELTER SELF WEIGHT: 14,000 LBS EQUIPMENT WEIGHT WITHIN SHELTER: 12,000 LBS MAXIMUM PANEL ANTENNA & MOUNT WEIGHT: 100 LBS LIVE LOAD: SNOW: 25 PSF A WIND LOAD: 85 MPH, EXPOSURE 8 F = qz x G x Cc = 17.4 PSF ON SHELTER qz = 15.73 PSF (Kz =0.87, Kn= 1.0, KD =0.85) G = 0.85 (RIGID STRUCTURE) Cf = 1.3 (ROOFTOP EQUIPMENT) I = 1.15 (COMMUNICATION EQUIPMENT) SEISMIC LOAD: SEISMIC DESIGN CATEGORY D, SOIL TYPE Sd Fp = LIVI4T [1 +2hx /hr] Wp = 0.570 Wp (LRFD) ap = 1.0 (COMMUNICATIONS EQUIPMENT) Rp = 2.5 (COMMUNICATIONS EQUIPMENT) Sds = 0.950 (Ss = 1.425 & FD = 1.0 BASED ON TAT. /LONG.) Ip = 1.25 (COMMUNICATIONS EQUIPMENT) hx /hr = 1.0 ROOF) $MC1IJRAL-SR& STRUCTURAL STEEL DESIGN, FABRICATION, AND ERECTION SHALL BE IN ACCORDANCE WITH THE MSC 'SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS', LATEST EDITION. SHAPES SHALL CONFORM TO ASTM A992, Fy = 50 KSI. PLATES ANGLES, AND RODS SHALL CONFORM TO ASTM A36, Fy = 36 KSI. STRUCTURAL TUBING SHALL CONFORM TO ASTM A500 GRADE 8, Fy = 46 KSI. STEEL PIPE SHALL CONFORM TO ASTM A53 GRADE B, Fy = 35 KSI. BOLTS CONNECTING STEEL MEMBERS SHALL CONFORM TO ASTM A325 —N. BOLTS SHALL BE 5/8'0 MINIMUM, U.N.O. ANCHOR BOLTS SHALL CONFORM TO ASTM A307. CONTRACTOR SHALL PROVIDE CONNECTION ADJUSTMENT TOLERANCES TO SATISFY THE REQUIREMENTS OF AISC MANUAL OF STEEL CONSTRUCTION. A l WELDING SHALL CONFORM TO AWS 'STRUCTURAL WELDING CODE', 2000 EDITION. ALL WELDING SHALL BE DONE WITH 70 KS LOW HYDROGEN ELECTRODES. WHERE NOT CALLED OUT, MINIMUM FILLET WELD SIZE SHALL BE PER TABLE 5.8 IN AWS D1.1, 2000 EDITION. AU. WELDING SHALL BE DONE BY WASHINGTON ASSOCIATION OF BUILDING OFFICIALS (WABO) CERTIFIED WELDERS. QUALITY ASSURANCE PLAN A QUALITY ASSURANCE PLAN SHALL BE IMPLEMENTED TO VERIFY INSPECTIONS AND OBSERVATIONS ARE COMPLETED AS REQUIRED FOR THE LATERAL FORCE RESISTING SYSTEMS IN ACCORDANCE WITH SECTIONS 1705 AND 1706 OF THE IBC. SUPPORTING DOCUMENTATION SHALL BE PROVIDED BY THE CONTRACTOR TO THE BUILDING OFFICIAL TO ACKNOWLEDGE THEIR AWARENESS OF THESE REQUIREMENTS. SPECIAL INSPECTION — SPECIAL INSPECTION IS NOT REQUIRED PER IBC SECTION 1704.1, EXCEPTION 1, EXCEPT AS REQUIRED BY THE LOCAL JURISDICTION. ANY SPECIAL INSPECTION THAT OCCURS SHALL BE IN CONFORMANCE WITH CHAPTER 17 OF THE IBC. STRUCTURAL OBSERVATION — STRUCTURAL OBSERVATION IS NOT REQUIRED. INSPECTION AND OBSERVATION REPORTS SHALL BE PROVIDED FOR EACH DAY ON SITE. REPORTS SHALL BE DISTRIBUTED TO THE CONTRACTOR, ARCHITECT, ENGINEER, AND BUILDING OFFICIAL CAI. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL, CIVIL, ELECTRICAL, AND MECHANICAL DRAWINGS FOR BIDDING AND CONSTRUCTION. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS FOR COMPATIBILITY BEFORE PROCEEDING. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT BEFORE PROCEEDING. CONTRACTOR TO SEE ARCHITECTURAL, CIVIL, ELECTRICAL AND MECHANICAL DRAWINGS FOR SIZE AND LOCATION OF PIPE, VENT, DUCT AND OTHER OPENINGS AND DETAILS NOT SHOWN ON THESE DRAWINGS. CONTRACTOR SHALL BE RESPONSIBLE FOR ERECTION STABILITY AND TEMPORARY SHORING AS NECESSARY UNTIL PERMANENT SUPPORT AND STIFFENING ARE INSTALLED. CONTRACTOR— INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES SHOWN ON SHOP DRAWINGS ONLY WILL NOT SATISFY THIS REQUIREMENT. DRAWINGS 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 ARCHITECT AND THE STRUCTURAL ENGINEER. PROPOSED SECTOR OF VERIZON 1MRELESS ANTENNAS. REFER TO ARCH. DWGS. MOUNT TO BEAM PER DETAIL 2/S -2. EXISTING VERIZON WIRELESS EQUIPMENT SHELTER. REFER TO Q DESIGN LOADS. 1 PROPOSED SECTOR OF VERIZON WIRELESS ANTENNAS. REFER TO ARCH. DWGS. ROOF PLAN SCALE 3/32' =1.-0* 0 5.4' 10'-8' PLANS PREPARED FOR: PLANS PREPARED 8Y: C � ENGINEERING 250 4TH AVE. S, SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778 -8500 FAX (425) 778 -5539 UCENSURE: DATE: 06/17/08 DRAWN BY: EWJ CHECKED BY: CAB REVISIONS DATE DESCRIPTION BY 06/17 2008 ISSUED FOR PERMIT SUBMITTAL JMS 07/15 2006 ANTENNA SECTOR RELOCATION CAB RECEIV D it • 2000 WO I Y PROJECT: SEA - MALL RATS 16400 SOUTH CENTER PARKWAY TUKWILA, WA 98188 S -1 1 1 2 3' 1 PROPOSED HSS PER PLAN 5/8'0 THRU BOLT GALVANIZED CROSS BRACE PER PLAN 1/2'0 GALV. U -BOLT EX. PIPE TO REMAIN OPIPE BRACE DETAIL SCALE 1' = 1' -0' ONOT USED SCALE 1' = r -o' BENT PL. 3/8x9" DEEP W/ (4)-3/4"o BOLTS THRU WF & (2) -3/4'0 BOLTS THRU TS EX. W BEAM PER PLAN. OSECTION SCALE: 1 1/2' = i 1/2'0 GALV. THREADED ROD, TYP. (4)- LOCATIONS EA. PIPE MOUNT L21/2x21/2x 3/16, TYP. EACH SIDE PROPOSED VERIZON WIRELESS REPLACEMENT ANTENNAS RELOCATED FROM EXIST. TS TO NEW TS, TYP. (4)- LOCATIONS. L BRACE PER PLAN BEND ANGLE AS NECESSARY TO CONNECT TO BEAM 5/8'0 GAL THR EX. BM PER PLAN VALMONT 'V' DESIGN CLAMP, TYP. TOP & BOT 3' STD PIPE HSS PER PLAN OBRACE TO BEAM CONNECTION SCALE 1' =1'-0" PROPOSED VERIZON WIRELESS REPLACEMENT ANTENNAS ON EXIST. PIPE MOUNTS, TYP. (4) LOCATIONS. EXISTING EQUIPMENT SHELTER. REFER TO DESIGN LOADS FOR MAXIMUM WEIGHT OF EQUIPMENT AND SHELTER. L21/2x21/2x3/16, TYP. (8)- LOCATIONS. LOCATE 1/4 POINTS ALONG SHELTER SUPPORT BEAM PLAN NOTES: 1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS & FRAMING SHOWN FOR COMPATIBIUTY PRIOR TO WORK. NOTIFY ENGINEER OF ANY DISCREPANCIES. 2. AU. STEEL SHALL BE HOT DIP GALV. U.N.O. 3. TOP OF ROOF REFERENCE ELEVATION IS O' -0'. 4. TOP OF PLATFORM ELEVATION IS 2' -0'. OPARTIAL PLATFORM FRAMING PLAN SCALE: 1/2.. 1 1/2" AT SIM. LOCATION, NEW TS CONNECTS TO EX. TS NEW L 2 1/2 x 2 1/2 x 3/16" W/ (1) -5/8'0 A325 BOLT EA. END. CONTRACTOR 11 MAY LOCATE 0 EX. SHELTER A.B. LOCATIONS IF WITHIN 6' OF REQUIRED LOCATIONS T Z W w VARIES 1, a OSECTION SCALE: 1' EX. SHELTER EX. BEAMS PER PLAN PLANS PREPARED FOR: CO CO ` , S PLANS PREPARED BY: C ENGINEERING 250 4Th AVE. S. SUITE 200 EDMONDS. WASHINOFON 96020 PHONE (425) 776 -6500 FAX (425) 776 -5536 LICENSURE: � y � ' • /Iw /QB DATE: 06/17/08 _DRAWN BY: EINJ CHECKED BY: CAB REVISIONS DATE DESCRIPTION BY 06/17 2008 ISSUED FOR JMS PERMIT SUBMITTAL 07/15 2008 ANTENNA SECTOR RELOCAnON CAB CE M IV PROJECT: SEA- ,v, ,_. MALL RATS 16400 SOUTH CENTER PARKWAY TUKWILA, WA 98188 SEM 2