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HomeMy WebLinkAboutPermit D17-0323 - VERIZON WIRELESS - WIRELESS FACILITY MODIFICATIONVERIZON WIRELESS 10815 BEACON AVE S D17-0323 Parcel No: Address: City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.gov 6874201170 10815 BEACON AVE S Project Name: VERIZON WIRELESS DEVELOPMENT PERMIT Permit Number: Issue Date: Permit Expires On: D17-0323 5/28/2019 11/24/2019 Owner: Name: Address: Contact Person: Name: SEATTLE CITY OF SCL PO BOX 34023 700 5TH AVE STE 3200 - AP, SEATTLE, WA, 98124 JIM BARTA Address: 1940140 AVE W - SUITE 304 , LYNWWOOD, WA, 98036 Contractor: Name: Address: License No: Lender: Name: Phone: (503) 327-6448 PRESCO TELECOMMUNICATIONS Phone: (253) 833-8088 14831 NE 324TH ST, AUBURN, WA, 98092 PRESCTI073BN Expiration Date: 9/10/2019 VERIZON WIRELESS Address: 3245 158 AVE NE , BELLEVUE, WA, 98109 DESCRIPTION OF WORK: MODIFY EXISTING WIRELESS FACILITY AT SUBJECT PROPERTY. REPLACE (12) EXISTING PANEL ANTENNAS ON AN EXISTING UTILITY TOWER ON SUBJECT PROPERTY, REMOVE (18) EXISTING COAXIAL CABLES ON THE TOWER, INSTALL (15) REMOTE RADIO UNITS (RRU'S) BEHIND THE ANTENNAS ON THE TOWER, INSTALL (2) SURGE PROTECTORS ON THE TOWER AND (2) SURGE PEOTECTORS AT THE EXISTING GROUND EQUIPMENT CABINETS BENEATH THE TOWER AND INSTALL (2) NEW HYBRID FIBER CABLES ON THE TOWER. Project Valuation: $40,200.00 Type of Fire Protection: Sprinklers: NO Fire Alarm: NO Type of Construction: VB Electrical Service Provided by: TUKWILA Fees Collected: $1,554.83 Occupancy per IBC: U Water District: TUKWILA Sewer District: NONE Current Codes adopted by the City of Tukwila: International Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: International Fuel Gas Code: 2015 2015 2015 2015 2015 National Electrical Code: WA Cities Electrical Code: WAC 296-46B: WA State Energy Code: 2017 2017 2017 2015 Public Works Activities: Channelization/Striping: Curb Cut/Access/Sidewalk: Fire Loop Hydrant: Flood Control Zone: Hauling/Oversize Load: Land Altering: Landscape Irrigation: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: Volumes: Cut: 0 Fill: 0 Number: 0 Permit Center Authorized Signature: Date: I hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit and agree to the conditions attached to this permit. Signature: Print Name: Date: 5 =�8 - 7 This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: ***BUILDING PERMIT CONDITIONS*** 2: Work shall be installed in accordance with the approved construction documents, and any changes made during construction that are not in accordance with the approved construction documents shall be resubmitted for approval. 3: All permits, inspection record card and approved construction documents shall be kept at the site of work and shall be open to inspection by the Building Inspector until final inspection approval is granted. 4: Readily accessible access to roof mounted equipment is required. 5: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 6: Remove -all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 7: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 8: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL** CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Building Permit No. 1>11 — 03-13 Project No. Date Application Accepted: I )— I 17 c9— (-1 Date Application Expires: (For office use only) CONSTRUCTION PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **Please Print** SITE LOCATION Site Address: 100* Beacon Ave. S., Tukwila, WA King Co Assessor's Tax No.: 6874201170 Suite Number: N/A Floor: N/A Tenant Name: Verizon Wireless c/o Jim Barta - Camp & Assoc. New Tenant: D Yes ®..No PROPERTY OWNER Name: Jim Barta - Camp & Associates Name: Seattle City Light City: Lynnwood State: WA Zip: 98036 Address: 700 5th Ave. S., Ste 3200 -AP Email: jim.barta@campassoc.com City: Seattle State: WA zip: 98124 CONTACT PERSON — person receiving all project communication Name: Jim Barta - Camp & Associates Address: 19401 40th Ave. W., #304 City: Lynnwood State: WA Zip: 98036 Phone: (503) 327-6448 Fax: Email: jim.barta@campassoc.com GENERAL CONTRACTOR INFORMATION Company Name: TBD Company Name: Camp & Associates Company Name: Engineer Name: Glenn Hunt Address: Architect Name: City: Lynnwood State: WA City: State: Zip: Phone: Fax: Phone: Fax: Contr Reg No.: Email: Exp Date: Tukwila Business License No.: H:Wpplications\Forms-Applications On Line12011 Applicatioas\Permit Application Revised - 8-9-I I.docx Revised: August 2011 bh ARCHITECT OF RECORD Name: V ek 1.V '.2" w74/1,55 5 Company Name: Camp & Associates Company Name: Engineer Name: Glenn Hunt City: v0'� O /A State: ti)/1 Architect Name: City: Lynnwood State: WA Address: Phone: (425) 740-6392 Fax: City: State: Zip: Phone: Fax: Email: ENGINEER OF RECORD Name: V ek 1.V '.2" w74/1,55 5 Company Name: Camp & Associates Address: - v 7'7 44 'JZi I 5 15 0, d Engineer Name: Glenn Hunt City: v0'� O /A State: ti)/1 Address: 19401 40th Ave. W., #304 City: Lynnwood State: WA Zip: 98036 Phone: (425) 740-6392 Fax: Email: jim.barta@campassoc.com LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: V ek 1.V '.2" w74/1,55 5 Address: - v 7'7 44 'JZi I 5 15 0, d City: v0'� O /A State: ti)/1 Zip: 7 'r Page I of 4 BUILDING PERMIT INFORMATION — 206-431-3670 Valuation of Project (contractor's bid price): $ 40,200 Existing Building Valuation: $ Describe the scope of work (please provide detailed information): Modify existing wireless facility at subject property. Replace 12) existing panel antennas on an existing utility tower on subject property, remove(18) existing coaxial cables on the tower, install (15) Remote Radio Units (RRUs) behind the antennas on the tower, install (2) surge protectors on the tower and (2) surge protectors at the existing ground equipment cabinets beneath the tower, and install (2) new hybrid fiber cables on the tower. Will there be new rack storage? ❑ Yes m.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? 0 Yes Z No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: 0 Sprinklers ® Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes No If `yes', attach list ofmaterials and storage locations on a separate 8-1/2" x 11" paper including quantities and Material Safely Data Sheets. SEPTIC SYSTEM ❑ On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:WpplicationsToma-Applications On Line \2011 Applicatioru\Permit Application Revised - 8-9-I (.docs Revised: August 2011 bh Page 2 of 4 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1st Floor rd Floor 3rd Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? 0 Yes Z No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: 0 Sprinklers ® Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes No If `yes', attach list ofmaterials and storage locations on a separate 8-1/2" x 11" paper including quantities and Material Safely Data Sheets. SEPTIC SYSTEM ❑ On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:WpplicationsToma-Applications On Line \2011 Applicatioru\Permit Application Revised - 8-9-I (.docs Revised: August 2011 bh Page 2 of 4 PERMIT APPLICATION NOTES — Value of Construction — In all cases. a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall he requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition), I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWR AUTHORIZ D AGENT: Signature: Ct Date: 11/28/2017 Print Name: Jim Barta - Camp & Associates Day Telephone: (503) 327-6448 Mailing Address: 19401 40th Ave. W., #304 Lynnwood WA 98036 City State Zip H:\ Application\Forms-Applications On Line1201 I Applicat ansWmnit Application Revised - 8-9-I I.docz Revised: Annus( 2011 bh Page 4 of 4 DESCRIPTIONS ACCOUNT QUANTITY PAID $977.61 PermitTRAK D17-0323 Address: 10815 BEACON AVE S Apn: 6874201170 $977.61 DEVELOPMENT $934.50 PERMIT FEE R000.322.100.00.00 0.00 $862.17 WASHINGTON STATE SURCHARGE 8640.237.114 0.00 $4.50 ADDITIONAL PLAN REVIEW R000.345.830.00.00 1.00 $67.83 TECHNOLOGY FEE $43.11 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R17733 R000.322.900.04.00 0.00 $43.11 $977.61 Date Paid: Tuesday, May 28, 2019 Paid By: PRESCO TELECOMMUNICATIONS Pay Method: CHECK 070415 Printed: Tuesday, May 28, 2019 11:17 AM 1 of 1 Ll ILS SYSTEMS 1906 Cash Register Receipt City of Tukwila Receipt Number R12922 DESCRIPTIONS PermitTRAK ACCOUNT QUANTITY PAID $577.22 D17-0323 Address: 10815 BEACON AVE S Apn: 6874201170 $577.22 Credit Card Fee $16.81 Credit Card Fee R000.369.908.00.00 0.00 $16.81 DEVELOPMENT $560.41 PLAN CHECK FEE TOTAL FEES PAID BY RECEIPT: R12922 R000.345.830.00.00 0.00 $560.41 $577.22 Date Paid: Friday, December 01, 2017 Paid By: MADELINE CHANEY Pay Method: CREDIT CARD 01230G Printed: Friday, December 01, 2017 9:48 AM 1 of 1 CSYSTEMS INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. ' X011-0313 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-367 Permit Inspection Request Line (206) 438-9350 Project: 1.2 S Type of Inspection: t ` 4177 Address: Cly ,-- a , j /�,Date Called: Special Instructions: Date Wanted: (� a.m. p.m. Requester: Phone No: piApproved per applicable codes. EICorrections required prior to approval. COMMENTS: NicYt 2- 4t4T-1/1-e• Re7k sec...nA Inspector:/? Date: 0 111/20 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. CODE COMPLIANCE PROJECT SUMMARY CONFIDENTIAL AND PROPRIETARY Not for disclosure outside vER ZON WIRELESS without permission. WASHINGTON STATE CODE COMPLIANCE: APPLICANT: 2015 INTERNATIONAL BUILDING CODE (IBC) (WAC 51-50) 2015 INTERNATIONAL FIRE CODE (IFPA) (WAC 51-54A) 2015 INTERNATIONAL RESIDENTIAL CODE (IRC) (WAC 51-51) 2015 INTERNATIONAL MECHANICAL CODE (IMC) (WAC 51-52) 2015 WASHINGTON STATE ENERGY CODE COMMERCIAL (WSEC) 2015 WASHINGTON STATE ENERGY CODE APPENDIX (WSEC) 2015 UNIFORM PLUMBING CODE (UPC) (WAC 51-56A) 2017 WASHINGTON CITIES ELECTRICAL CODE (WCEC) 2017 ELECTRICAL SAFETY STANDARDS, ADMINISTRATION AND INSTALLATION, EFFECTIVE JULY 2017 (WAC 296-466) ENVIRONMENTALLY CRITICAL AREAS REGULATIONS (ECA) VERIZON WIRELESS 3245 158TH AVE SE, MS231 BELLEVUE, WA 98008 - .� ____ ` ti �.r.,I,, - APPLICANT AGENT: P,:',,,,,,F 'L1 � T( 4�\.--.''''''' : ri. _ _ 1, E- )' I , I ,1(' / CAMP & ASSOCIATES INC. (fi.c; a r 19401 40TH AVE W SUITE 304 LYNNWOOD WA, 98036 CrW((e CONTACT: JIM BARTA ,.:• ti - VI' • t IU PHONE: 503-327 6448 EMAIL: jim.b°rto®c°mpassoc.com L _ XVI 4, tQle�c -- - — - yeni , " Ili ns -,v (� 4 ti i!� CJ-I`VQ- b -t:G •i •C1 �. F v C — - -- ` ARCHITECT/ELECTRICAL ENGINEER: -_ i� n1 ( i I � ,n SHEET INDEX CAMP & ASSOCIATES INC. 19401 40TH AVE W SUITE 304 LYNNWOOD WA, 98036 CONTACT: ERIC CAMP PHONE: 425-740-6392 LEGAL DESCRIPTION:- ARCHITECTURAL T-1.0 TITLE SHEET A-1.0 GENERAL SITEEES SP -1 . OVERALL PLAN A-1.1 ENLARGED SITE PLAN A-2.0 ANTENNA PLAN A-3.0 ELEVATIONS A-4.0 DETAILS A-5.0 RF INTERCONNECT DIAGRAM ELECTRICAL ��� I v� ���� SEAQIIMI _ (4X4/R I- hicH© ET) I (� f GOD., ;:yi `'0 L � N,C, L . rC`__Lwl'� ,- L SEAQ - /+ PONCHO (4X4/RET) 163722A,W 10581 BEACON AVE S TUKWILA, WA 98178 POTTERY WORKS ADD C OF S TRAN LN R/W OVER ADD SITE NAME: SEAQ PONCHO (4X4/RET) SITE ADDRESS: 10581 BEACON AVE S TUKWILA, WA 98178 6�A1t£1 OWNER: SEATTLE CITY OF SCL 180820 -: 1 F r-) tL Au L 1,----:..1,,71E1.1``F(I m I" fug C[ tp /o=(��c j �� LOCATION T®W CODE: DU2/7S 163722 �� 21, j f ( �{�° �L �J CI�� [I�I� 1✓LA U.HO, 'r,Vr r, -E E-1.0 EQUIPMENT GROUNDING L'C_C2fL�L 1� \ U o L AND DETAILStie - "-- 6 `'' 0 CAMP+ ASSOCIATES (�Uif LO L �i L., r I -Ar L ' ���I �� `� c'� ��� ��' �' � ° �c Cif apI[���6wed [' cad Copy aid c nyo'i ; ong Ebro ��9� LS`m C , � r PARCEL 700 5TH AVE SUITE 3200 -AP PO BOX 34023 SEATTLE WA 98124 ��. ���s PHONE: 206-684-3000 ��p� TR���OWfJER: SEATTLE CITY OF SCL 180820 TOWER# DU 2/7S �ti e �� ��I � r 'ed: CITY OF TUKWILA NUMBER: 6874201'170 , fum �n,'i IIS f O,ptiv ; � ( i ` l-1 nl i S4 �b U 11J k�UP�16(�-,, C (( �`' ' �;``rG, MARION' i - - PROJECT NUMBER: P N W- P-016395 f����/��i�'� �7L'7' X tel. U 10815 BEACON AVE S TUKWILA WA 98178 7 �rJ{� 1 I��.!./' f j(�'t �•��� �'1�— � ���'�'�-' ��`� I LAT: 47° 30' 21.31" N 122° 16' 14.37" W 19401 40TH AVE. W., SUITE 304 LVNNWOOD, WA 98036 OD,WA98036 PH°HE:(425) 740-6392 FAX: (425) 224-1614 WWW.CAMPASSOC.COM S -ir ft 61�i� II ELEVATION: ±292'AMSL tr 4 l p 1J 2[-: ' � , ff� _ C�L��� �LLli�J J� k 1R PROJECT MANAGER. EJC (, Ilgoz ---- m m 6} ZONING: LDR PREPARED BY. WJA NSCOTE: {{-,� rr � pip OCCUPANCY: U (UNOCCUPIED) CONSTRUCTION TYPE: V B� PROJECT DESCRIPTION: AREA MAP AERIAL VIEW APPROVED BY. EJC L TO PROVIDE STRUCTU S�IVAA� WS=IIREPO FOR EXISTING �8��l�'' MOUNT CAPACITY TO TRANSMIT=POSED C 'L EQUIPMENT. R5 _ t" _ ' c1`••+1 SITE ,� .__ s _ 15; = ifix.,�lFF " LIII .ni1t e> a �/ - �� ., Ir}. " '•.-v s1d L'Y'�'9:A/RF s '""+1��E-i(3- *• M,kytr� .- ! 4''. }l1y °�" t`- •; ; ' { �y,_y � R # 4 `4 A. ,�.: ' 4F r= a, a 'ti 5 , ,- • _' : '� ° + v '� ��,. "'� � �1 ., �, j.r :'� I t41r I ¢ '4. y.{�- i �a t � :°�. "° "J-_ '� *�'1' R��,::).'•-' ++�,, Zk b.._12346 e .'eMANAGER x_. i 'mREGI + �' = ., �• f Allk SIGNATURE BLOCK SCOPE OF WORK AT ANTENNAS: -REMOVE (12) (E) ANTENNAS -INSTALL (9) (P) ANTENNAS -INSTALL (3) (P) RRUS-4449 -INSTALL (3) (P) RRUS-8843 -INSTALL (3) (P) SURGE PROTECTOR/OVP (3315) SCOPE OF WORK OTHER: -REMOVE (24) (E) 1-5/8.'0 COAX CABLES (3) (P) HYBRID CABLES SCOPE OF WORK AT EQUIPMENT: WJA 4/18/16 ISSUE() FOR FINAL PERMIT WJA 3/29/16 ISSUED FOR FINAL PERMIT WJA 3/16/16 ISSUED FOR FINAL PERMIT TITLE SIGNATURE DATE WJA 7/20/17 ISSUED FOR FINAL PERMIT wJA 7/6/n SSUED FOR FINAL PERMT WJA 6/23/17 LSSUED FOR PREUM RENEW CONSTRUCTION ,"INSTALL STATE � WASHINGTON ENGINEER REMS_1) (E) -=SURGE- PROTECTOR/OVP t6),RI US 11 _�.c ._ �, ,-_ -INSTALL (3)P� SURGE PROTECTOR/OVP �'1 j h 1' ; . ' I] �i� }'('�(�j �,I -; • LL EAVCRLOn " I L „l!- 3 „`G7�3 -v1 (DC3315) (DC3315) LLfIr REAL ESTATE C -:-.1:1.L1.10 ��L LLL 'r '- C ,, NORTH v N,_I �a > - �^ ." ` y ''` #'4r { A. se ' r a,* .F " SHEET NAME TITLE SHEET SITE ACQUISITION [a WAS, L [�I��[�� • ParlIIr,%jl Li DRIVING DIRECTIONS FROM VERIZON WIRELESS 13245 158TH AVE. SE., BELLEVUE WA): �, DEPART 3245 158TH AVE SE, BELLEVUE, WA 98008 ON 158TH AVE SE (SOUTH-WEST), TURN RIGHT (WEST) ONTO SE EASTGATE WAY, TURN LEFT (WEST) ONTO RAMP, TAKE RAMP (LEFT) ONTO 1-90 [MOUNTAINS TO SOUND GREENWAY-I-90] AT EXIT 28, TAKE RAMP (LEFT) ONTO I-5AT EXIT 158, TURN RIGHT ONTO RAMP, KEEP LEFT TO STAY ON RAMP, TURN LEFT (EAST) ONTO S BOEING ACCESS RD, ROAD NAME CHANGES TO S RYAN WAY, TURN RIGHT (SOUTH) ONTO 51ST AVE S, TURN RIGHT (WEST) ONTO S 109TH ST, ARRIVE 10581 BEACON AVE S. SEATTLE, WA 98178 s 1,l jam', _ - _ ��`, [--r �I „ - may✓ ,' �� ¢r [' �� t �I a , \_, ;'• , G.�- '� i ;-- PROPERTY OWNER 7)''i l�i., ` �(: l �` rte,, `'c,� ° : SHEET NUMBER T-1.0 g s \.__ c�'I PROJECT NUMBER PNW-P-016395 TOWER OWNER f I CONTRACTOR NOTES: 4. COAXIAL CABLE IDENTIFICATION METAL NOTES: THE ARCHITECTS/ENGINEERS HAVE MADE EVERY EFFORT TO SET FORTH IN THE CONSTRUCTION AND CONTRACT DOCUMENTS THE COMPLETE SCOPE OF WORK. CONTRACTORS BIDDING THE JOB ARE NEVERTHELESS CAUTIONED THAT MINOR OMISSIONS OR ERRORS IN THE DRAWINGS AND OR SPECIFICATIONS SHALL NOT EXCUSE SAID CONTRACTOR FROM COMPLETING THE PROJECT AND IMPROVEMENTS IN ACCORDANCE WITH THE INTENT OF THESE DOCUMENTS. THE BIDDER SHALL BEAR THE RESPONSIBILITY OF NOTIFYING (IN WRITING) THE ARCHITECT/ENGINEER OF ANY CONFLICTS, ERRORS, OR OMISSIONS PRIOR TO THE SUBMISSION OF CONTRACTOR'S PROPOSAL. IN THE EVENT OF DISCREPANCIES THE CONTRACTOR SHALL PRICE THE MORE COSTLY OR EXTENSIVE WORK, UNLESS DIRECTED OTHERWISE. GENERAL NOTES: DRAWINGS ARE NOT TO BE SCALED WRITTEN DIMENSIONS TAKE PRECEDENCE, AND THIS SET OF PLANS IS 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. 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 CONDITIONS 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. 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. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE PROJECT DESCRIBED HEREIN. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES AND FOR COORDINATING ALL PORTIONS OF THE WORK UNDER THE CONTRACT. 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. ALL WORK PERFORMED ON PROJECT AND MATERIALS INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS, AND ORDINANCES. CONTRACTOR SHALL GIVE ALL NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES, REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY, MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS, AND LOCAL AND STATE JURISDICTIONAL CODES BEARING ON THE PERFORMANCE OF THE WORK. THE STRUCTURAL COMPONENTS OF THIS PROJECT SITE/FACILITY ARE NOT TO BE ALTERED BY THIS CONSTRUCTION PROJECT UNLESS NOTED OTHERWISE. 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. 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. DETAILS INCLUDED HEREIN ARE INTENDED TO SHOW END RESULT OF DESIGN. MINOR MODIFICATIONS MAY BE REQUIRED TO SUIT JOB CONDITIONS OR SITUATIONS, AND SUCH MODIFICATIONS SHALL BE INCLUDED AS PART OF THE SCOPE OF WORK. 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. CONTRACTOR SHALL ENSURE THE GENERAL WORK AREA IS KEPT CLEAN AND HAZARD FREE DURING CONSTRUCTION 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 PAINT SPOTS, DUST, OR SMUDGES OF ANY NATURE. 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. 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. CONTRACTOR IS RESPONSIBLE FOR FIELD MEASUREMENTS TO CONFIRM LENGTHS OF CABLE TRAYS AND ELECTRICAL LINES AND ANTENNA MOUNTING. VERIFICATION THAT EXISTING TOWER/POLE/STRUCTURE CAN SUPPORT THE PROPOSED ANTENNA, COAX & ADDITIONAL EQUIPMENT LOADING IS TO BE DONE BY OTHERS. SPECIAL INSPECTIONS: SPECIAL INSPECTIONS IN ACCORDANCE WITH IBC 110 AND 1704 SHALL BE PERFORMED (AS REQUIRED) BY A QUALIFIED TESTING AGENCY APPROVED BY THE ARCHITECT/ENGINEER. INSPECTION AGENCY SHALL BE RETAINED BY THE PROJECT OWNER OR THEIR RESPONSIBLE CHARGE. THE ARCHITECT, ENGINEER OF RECORD, AND BUILDING DEPARTMENT SHALL RECEIVE COPIES OF ALL INSPECTION AND TEST RESULTS. REFER TO DOCUMENTS FOR SPECIFIC INFORMATION. ITEMS TO BE INSPECTED: 1. HIGH STRENGTH BOLTS (REFER TO STRUCTURALS) 2. CONCRETE EMBEDDED BOLTS (REFER TO STRUCTURALS) 3. OTHER HIGH STRENGTH STEEL CONNECTION COMPONENTS (REFER TO STRUCTURALS) NOTE: SPECIAL INSPECTIONS & STRUCTURAL OBSERVATIONS SHALL ALSO BE REQUIRED FOR ALL HIGH STRENGTH BOLTED CONNECTIONS AND AS OTHERWISE REQUIRED BY 2015 IBC CHAPTER 17. PART 1 -GENERAL 1. SECTION INCLUDES: STRUCTURAL STEEL FRAMING MEMBERS, BASE PLATES, PLATES, BARS AND GROUTING UNDER BASE PLATES. 2. SUBMITTALS: SHOP DRAWINGS: INDICATE SIZES, SPACING, AND LOCATIONS OF STRUCTURAL MEMBERS, OPENINGS, CONNECTIONS, CAMBERS, LOADS, AND WELDED SECTIONS. 3. QUALITY ASSURANCE A. FABRICATE STRUCTURAL STEEL MEMBERS IN ACCORDANCE WITH AISC SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS. B. PERFORM DESIGN UNDER DIRECT SUPERVISION OF A PROFESSIONAL STRUCTURAL ENGINEER LICENSED IN THE STATE. PART 2 -PRODUCTS 1. MATERIAL A. B. C. D. E. F. STRUCTURAL STEEL MEMBERS: STRUCTURAL TUBING: PIPE: BOLTS, NUTS, AND WASHERS: ANCHOR BOLTS: WELDING MATERIALS: G. GROUT: H. J. SHOP AND TOUCH-UP PRIMER: TOUCH-UP PRIMER FOR GALV. SURFACES: 2. FABRICATION CONTINUOUSLY SEAL JOINTED MEMBERS EXPOSED WELDS SMOOTH. 3. FINISH A. B. ASTM A572, GRADE 50 ASTM A500, GRADE B ASTM A53, TYPE E OR S, GRADE B ASTM A325 ASTM A307 AWS D1.1, TYPE REQUIRED FOR MATERIALS BEING WELDED NON -SHRINK TYPE, PREMIXED COMPOUND CONSISTING OF NONMETALLIC AGGREGATE, CEMENT, WATER REDUCING AND PLASTICIZING ADDITIVES, CAPABLE OF DEVELOPING A MINIMUM COMPRESSIVE STRENGTH OF 7000 PSI AT 28 DAYS. SSPC 15, TYPE 1, RED OXIDE ZINC RICH TYPE BY CONTINUOUS WELDS. GRIND PREPARE STRUCTURAL COMPONENT SURFACES IN ACCORDANCE WITH SSPC SP -1 TO SP -10 PROCEDURES. STRUCTURAL STEEL MEMBERS SHALL BE HOT DIPPED GALVANIZED. PART 3 - EXECUTION 1. EXAMINATION AND PREPARATION: VERIFY THAT THE FIELD CONDITIONS ARE ACCEPTABLE. 2. ERECTION: A. ALLOW FOR ERECTION LOADS. PROVIDE TEMPORARY BRACING TO MAINTAIN FRAMING IN ALIGNMENT UNTIL COMPLETION OF ERECTION AND INSTALLATION OF PERMANENT BRIDGING AND BRACING. B. FIELD WELD COMPONENTS INDICATED ON SHOP DRAWINGS. C. DO_. NOT FIELD CUT OR ALTER STRUCTURAL MEMBERS WITHOUT APPROVAL OF THE ARCHITECT/ENGINEER. D. AFTER ERECTION, TOUCH-UP WELDS, ABRASIONS, AND SURFACES NOT SHOP PRIMED OR GALVANIZED WITH TOUCH-UP PRIMERS AS SPECIFIED UNDER SECTION 05000, -METALS, PART 2 - PRODUCTS, H & I. SURFACES TO BE IN CONTACT WITH CONCRETE NOT INCLUDED. 3. FIELD QUALITY CONTROL: FIELD INSPECTION OF MEMBERS, CONNECTIONS, WELDS AND TORQUING. TELECOMMUNICATIONS WIRING COMPONENTS (COAXIAL ANTENNA CABLE1 1. GENERAL A. ALL MATERIALS, PRODUCTS OR PROCEDURES INCORPORATED INTO WORK SHALL BE NEW AND OF STANDARD COMMERCIAL QUALITY. B. CERTAIN MATERIALS AND PRODUCTS WILL BE SUPPLIED BY THE OWNER (REFER TO GENERAL CONDITIONS FOR THE UST OF OWNER FURNISHED EQUIPMENT, MATERIALS AND SUPPLIES FOR THESE ITEMS). THE CONTRACTOR IS RESPONSIBLE FOR PICKUP AND DELIVERY OF ALL SUCH MATERIALS. C. ALL OTHER MATERIALS AND PRODUCTS SPECIFIED IN THE CONTRACT DOCUMENTS SHALL BE SUPPLIED BY THE CONTRACTOR. 2. MATERIALS: A. COAXIAL CABLE: a. INSTALL COAXIAL CABLE AND TERMINATIONS BETWEEN ANTENNAS AND EQUIPMENT PER MANUFACTURER'S RECOMMENDATIONS WITH COAXIAL CABLES SUPPORTED AT NO MORE THAN 3'-0" O.C. WEATHERPROOF ALL CONNECTORS BETWEEN THE ANTENNA AND EQUIPMENT PER MANUFACTURERS' REQUIREMENTS. TERMINATE ALL COAXIAL CABLE THREE (3) FEET IN EXCESS OF EQUIPMENT LOCATION UNLESS OTHERWISE STATED. b. ALL COAX RUN LENGTHS GREATER THAN 143 FEET SHALL BE 1-5/8" AND IN LENGTH LESS THAN OR EQUAL TO 143 FEET SHALL BE 7/8". 3. ANTENNA AND COAXIAL CABLE GROUNDING A. ALL COAXIAL CABLE GROUNDING KITS ARE TO BE INSTALLED ON STRAIGHT RUNS OF COAXIAL CABLE (NOT WITHIN BENDS) A. TO PROVIDE EASY IDENTIFICATION AND UNIFORM MARKING OF ANTENNA CABLING, PLASTIC TAGS SHALL BE USED AT THE FOLLOWING LOCATIONS: a. FIRST LOCATION IS AT THE END OF THE COAX NEAREST THE ANTENNA (WHERE THE COAXIAL CABLE AND JUMPER ARE CONNECTED). b. SECOND LOCATION IS INSIDE THE EQUIPMENT SHELTER NEAR THE WAVEGUIDE ENTRY PORT. B. USE 5. TESTING ANDREW CABLE TIES (PT.# 27290) TO SECURE IDENTIFICATION TAGS. VERIZON WIRELESS SHALL PROVIDE AN INDEPENDENT TESTING AGENCY TO PERFORM THE COAXIAL SWEEP TEST & REPORT. THE CONTRACTOR IS TO PROVIDE CLIMBER / QUALIFIED PERSONNEL TO ASSIST IN ANY REPAIRS AND WEATHERPROOFING ONCE THE TEST IS COMPLETE. THE CONTRACTOR IS TO PROVIDE VERIZON WIRELESS A MINIMUM OF 48 HOURS NOTICE PRIOR TO THE TIME OF THE SWEEP TEST. ELECTRICAL NOTES: INSTALLATION OF SECONDARY POWER AND CONNECTION TO METER SHALL BE COMPLETED IN COMPLIANCE WITH NATIONAL ELECTRIC CODE, NFPA 70, AND THE STATE LAWS, RULES AND REGULATIONS FOR INSTALLING ELECTRIC WIRES & EQUIPMENT, ALL LATEST ISSUE, AND WITH SPECIFICATIONS PER A.S.T.M. B 231, B 400, I.C.E.A. 5651-401, I.C.E.A. P81-570, & LOCAL PUD. PROVIDE A METER BASE PER LOCAL UTILITY STANDARDS. MOUNT ON SIDE OF OWNER FURNISHED BACK BOARD. UNDERGROUND CONDUIT SHALL BE RIGID POLYVINYL CHLORIDE CONDUIT: SCHEDULE 40, TYPE 1, CONFORMING TO UL ARTICLE 651: WESTERN PLASTICS OR CARLON MANUFACTURER. COUPLINGS SHALL BE SLIP-ON, SOLVENT SEALED T PIPE: SOLVENT, WESTERN TYPE COMPATIBLE WITH PVC DUCT. ALL BENDS SHALL BE "WIDE SWEEP" TYPE WITH A 24" MINIMUM RADIUS. ALL CONDUIT UNDER ROADS SHALL BE RGS, (OR PVC ENCASED IN 8"X18" RED CONCRETE DUCTBANK). CONDUIT USED INDOORS SHALL BE E.M.T., AND RIGID GALVANIZED STEEL FOR OUTDOORS. COUPLINGS SHALL BE RIGID STEEL AND COMPRESSION TYPE FOR E.M.T. SET SCREW FITTINGS ARE NOT PERMITTED. FOR ALL STUBS -UPS, USE RIGID GALVANIZED STEEL CONDUIT. WIRE AND CABLE SHALL BE OF THE TYPE AND SIZE AS REQUIRED BY NEC. THERE WILL BE NO SPLICES ALLOWED. PROVIDE HDPE PULLING HAND HOLES AS NEEDED. CONTRACTOR SHALL PROVIDE TEST OF THE GROUNDING SYSTEM BY CERTIFIED TESTING AGENT. PROVIDE INDEPENDENT TEST RESULTS TO THE PROJECT MANAGER FOR REVIEW. GROUNDING SYSTEM RESISTANCE TO GROUND SHALL NOT EXCEED 5 OHMS. ALL ABOVE GRADE INTERIOR GROUNDING CONNECTORS SHALL BE DOUBLE -LUG COMPRESSION TYPE. ALL BELOW GRADE AND EXPOSED EXTERIOR GROUNDING CONNECTIONS TO PERMANENT EQUIPMENT AND FIXED BUILDING ELEMENTS SHALL BE CADWELD TYPE. CARE SHALL BE TAKEN TO REVIEW CONNECTION LOCATIONS AND MATERIAL TYPES TO AVOID POSSIBLE GALVANIC CORROSION. ALL EXPOSED GROUNDING CONNECTIONS TO BE COATED WITH ANTI -CORROSIVE AGENT SUCH AS "NO -OXY", "NOAOLX" OR "PENETROX". VERIFY PRODUCT WITH PROJECT MANAGER. ALL BOLTS, WASHERS AND NUTS USED ON GROUNDING CONNECTIONS SHALL BE STAINLESS STEEL. ALL EXTERIOR GROUND BARS SHALL BE COATED WITH ANTI -CORROSIVE AGENT SUCH AS LPS-3 OR AS PER NOTE 6 ABOVE. ALL JUNCTION AND OUTLET BOXES TO BE LABELED WITH KROY TAPE, OR EQUAL, DESIGNATING ALL CIRCUIT NUMBERS CONTAINED IN EACH BOX. CONTRACTOR TO ENSURE ILC PROVIDED WITH (2) INTERNAL LASS. CONTRACTOR SHALL COORDINATE WITH SITE SURVEY TO LOCATE EXISTING UNDERGROUND UTILITIES. WHEREVER POTENTIAL CONFLICTS/ INTERFERENCES EXIST, HAND EXCAVATE TO AVOID DAMAGE. CONTACT ALL UTILITIES TO LOCATE UNDERGROUND PIPING IN PUBLIC ROW. VERIFY THAT A.I.C. OF THE UTILITY DOES NOT EXCEED THE A.I.C. RATING OF THE PROVIDED EQUIPMENT SHELTER PACKAGE. IF OVER 10KAIC, PROVIDE FUSIBLE SERVICE ENTRANCE SWITCH AND CONFIRM LOWERING OF AIC TO ACCEPTABLE • LEVELS. UTILITY POINTS OF SERVICE AND WORK / MATERIALS SHOWN ARE BASED UPON PRELIMINARY INFORMATION PROVIDED BY THE UTILITY COMPANIES AND ARE FOR BID PURPOSES ONLY. CONTRACTOR SHALL COORDINATE WITH UTILITY COMPANY FOR FINAL AND EXACT WORK / MATERIALS REQUIREMENTS AND CONSTRUCT TO UTILITY COMPANY ENGINEERING PLANS AND SPECIFICATIONS ONLY. CONTRACTOR SHALL FURNISH AND INSTALL ALL CONDUIT, PULL ROPES, CABLES, PULL BOXES, CONCRETE ENCASEMENT OF CONDUIT (IF REQUIRED), TRANSFORMER PAD, BARRIERS, POLE RISERS, TRENCHING, BACKFILL, PAY ALL UTILITY COMPANY FEES AND INCLUDE ALL REQUIREMENTS IN SCOPE OF WORK. GROUNDING NOTES: 1. TALL ELECTRICAL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE DESIGN AND CONSTRUCTION SPECIFICATIONS AND ALL APPLICABLE LOCAL CODES. 2. CONDUIT ROUTINGS ARE SCHEMATIC. CONTRACTOR SHALL INSTALL CONDUITS SO THAT ACCESS TO EQUIPMENT IS NOT BLOCKED. 3. THE CONTRACTOR IS RESPONSIBLE FOR PROPERLY SEQUENCING GROUNDING AND UNDERGROUND CONDUIT INSTALLATION AS TO PREVENT ANY LOSS OF CONTINUITY IN THE GROUNDING SYSTEM OR DAMAGE TO THE CONDUIT. 4. 4ALL GROUND CONNECTIONS BELOW GRADE SHALL BE EXOTHERMIC (CADWELD). 5. ALL GROUND CONNECTIONS ABOVE GRADE (INTERIOR & EXTERIOR) SHALL BE FORMED USING TWO (2) HIGH PRESS CRIMPS. 6. ALL EXOTHERMIC CONNECTIONS TO THE GROUND RODS SHALL START AT THE TOP & HAVE A VERTICAL SEPARATION OF 6" FOR EVERY ADDITIONAL CONNECTION. 7. ALL EXTERIOR GROUND CONNECTIONS SHALL BE COATED WITH A CORROSION RESISTANT MATERIAL. 8. ALL EXTERIOR GROUND CONDUCTORS SHALL BE #2 AWG TIN PLATED COPPER UNLESS OTHERWISE INDICATED. 9. GROUND RODS SHALL BE STAINLESS STEEL OR COPPER CLAD STEEL, 5/8"0 10 -FT. LONG (OR NOTED OTHERWISE ON PLANS), AND SHALL BE DRIVEN VERTICALLY WITH THEIR TOPS 18" BELOW FINAL GRADE OR 6" BELOW FROST LINE FOR MAXIMUM DEPTH. 10. CONNECTIONS TO THE GROUND BUS SHALL NOT BE DOUBLED UP OR STACKED. BACK TO BACK CONNECTIONS ON OPPOSITE SIDES OF THE GROUND BUS ARE PERMITTED. 11. USE OF 90' BENDS IN THE PROTECTION GROUNDING CONDUCTORS SHALL BE AVOIDED WHEN 45' BENDS CAN BE ADEQUATELY SUPPORTED. 12. GROUND RING SHALL BE LOCATED A MINIMUM OF 24" BELOW GRADE OR 6" MINIMUM BELOW THE FROST LINE. 13. INSTALL GROUND CONDUCTORS AND GROUND ROD MINIMUM OF 1'-0" FROM EQUIPMENT CONCRETE PAD, SPREAD FOOTING, OR FENCE. 14. EXOTHERMIC WELD GROUND CONNECTION TO FENCE POST: TREAT WITH A COLD GALVANIZED SPRAY. 15. OBSERVE N.E.C. AND LOCAL UTILITY REQUIREMENTS FOR ELECTRICAL SERVICE GROUNDING 16. GROUNDING ATTACHMENT TO TOWER SHALL BE AS PER MANUFACTURER'S RECOMMENDATIONS OR AT GROUNDING POINTS PROVIDED (2 MINIMUM) , 17. MAXIMUM RESISTANCE OF THE COMPLETED GROUND SYSTEM SHALL NOT EXCEED 5 OHMS. 18. 1CONTRACTOR TO VERIFY CURRENT GROUNDING STANDARDS PRIOR TO CONSTRUCTION. NOTE: ONLY SCL LINEWORKERS OR SCL APPROVED CONTRACTORS SHALL INSTALL OR MODIFY WIRELESS EQUIPMENT ON TOWERS AND POLES REVIEWED FOR CODE COMPLIANCE APPROVED MAY 21 2018 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA APR 20 2018 PERMIT CENTER 0 OEM111111 SEAQ- PONCHO (4X4/RET) 183722 10581 BEACON AVE S TUKWILA, WA 98178 <<<C CAMP+ ASSOCIATES 19401 40TH AVE. W., SUITE 304 LYNNWOOD, WA 98036 PHONE: (425) 740-6392 FAX: (425) 224-1614 W W W.CAMPASSOC.COM PROJECT MANAGER. EJC PREPARED BY. WJA APPROVED BY. EJC WJA 4/18/18 ISSUED FOR FINAL PERMIT WJA 3/29/18 ISSUED FOR FINAL PERMIT WJA 3/16/18 ISSUED FOR FINAL PERMIT WJA 7/20/17 ISSUED FOR FINAL PERMIT WJA 7/6/17 ISSUED FOR FINAL PERMIT WJA 6/23/17 ISSUED FOR PREUM RENEW REGI/ Ej ED AR! • ,= J. ' [TALE STATE WASHINGTON SHEET NAME GENERAL NOTES SHEET NUMBER SP -1.0 PROJECT NUMBER PNW-P-016395 PARCEL NUMBER 5476800140 ZONE: R-5 USE: SINGLE FAMILY PARCEL NUMBER 6874201170 ZONE: R-5 USE: VACANT 1 PARCEL NUMBER 5476800150 ZONE: R-5 USE: SINGLE FAMILY OVERALL SITE PLAN PARCEL NUMBER 5476800151 ZONE: R-5 USE: VACANT PARCEL NUMBER 5476800160 ZONE: R-5 USE: SINGLE FAMILY (E) UTILITY POLE EXISTING BUILDING PARCEL NUMBER 5476800305 ZONE: R-5 USE: VACANT ±180'-6" (E) PROPERTY LINE ±134'-11" 0 (E) FIBER VAULT (E) UTILITY POLE ±200'-4" (E) PROPERTY LINE / PARCEL NUMBER 6874201170 ZONE: LDR USE: VACANT (E) TRANSMISSION TOWER (E) FIRE - HYDRANT (E) BOLLARD — TYP. � U1NE PaOP�R r 3 2pO/ lE/ / EXISTING BUILDING PARCEL NUMBER 6874200025 ZONE: R-5 USE: SINGLE FAMILY PARCEL NUMBER 6874200006 ZONE: R-5 USE: SINGLE FAMILY PARCEL NUMBER 6874200005 ZONE: R-5 USE: SINGLE FAMILY PARCEL NUMBER 6874200027 ZONE: R-5 USE: SINGLE FAMILY PARCEL NUMBER 6874200007 ZONE: R-5 USE: SINGLE FAMILY PARCEL NUMBER 6874200115 ZONE: R-5 USE: SINGLE FAMILY (E) UTILITY POLE R yVIEWED-- OR CO E COMP LANCE APPROV-D 018 C ty of Tu ila BUIL, ING D'VISION LEGAL DESCRIPTION. POTTERY WORKS ADD C OF S TRAN LN R/W OVER ADD 2 LEGAL DESCRIPTION 3 SITE CI► ly jj I 1 i 1 \\ i� Q 19 > 0 Lrl CL � t/14 S109thSt. VICINITY MAP LEGEND EXISTING NEW — 6A5— SANITARY SEWER — SAS — — 9T5— STORM SEWER — STS — RECEIVED CITY OF TUKWILA APR 2 0 2018 PERMIT CENTER NORTH -w- WATER MAW —w— SANITARY MANHOLE ELEVATIONS STORM STRUCTURE ELEVATIONS - — PROPERTY LINE & R.O.W. SURFACE DRAINAGE 0 UCHT STANDARD • 0-0 STREET UGHT 612.15 SPOT ELEVATION CONTOUR -G-G- GAS MAIN -G—G- OO MANHOLE O CATCH BASIN • 0 FIRE HYDRANT EASEMENT LINE FENCE - -UE/UT- - BURIED UTILITY --UE/UT- - p1 UTILITY POLE -OE/OT- OVERHEAD UTILITY UNE-OE/OT- BUILDING 20 40 60 SCALE. 1' • 20' (22x34), 1• • 40' (11x17) LEGEND 0 mr. SEAQ- PONCHO (4X4/RET) 183722 10581 BEACON AVE S TUKWILA, WA 98178 <<<C CAMP+ ASSOCIATES 19401 40TH AVE. W., SUITE 304 LYNNWOOD, WA 98036 PHONE: (425) 740-6392 FAX: (425) 224-1614 WW W.CAMPASSOC.COM PROJECT MANAGER. DC PREPARED BY. WJA APPROVED BY. EJC SHEET NAME OVERALL SITE PLAN SHEET NUMBER A-1.0 PROJECT NUMBER PNW-P-016395 WJA 4/18/18 ISSUED FOR FINAL PERMIT WJA 3/29/18 ISSUED FOR FINAL PERMIT WJA 3/16/18 ISSUED FOR FINAL PERMIT WJA 7/20/17 ISSUED FOR FINAL PERMIT WJA 7/6/17 ISSUED FOR FINAL PERMIT WJA 6/23/17 ISSUED FOR PREUM REVIEW SHEET NAME OVERALL SITE PLAN SHEET NUMBER A-1.0 PROJECT NUMBER PNW-P-016395 _L_x — x —x -Ix I , I \ 12'-0" WIDE DOUBLE SWING ACCESS GATE ,-L / (E) TRANSMISSION TOWER (E) CONCRETE PAD MOUNTED EQUIPMENT BY OTHERS (E) COMPOUND BY OTHERS (E) VZW 12'-0" DOUBLE SWING GATE x-x—x-xx (E) VZW 6'-0" HIGH CHAIN-LINK FENCE WITH SECURITY WIRE x — x— x— x—x--- 20'-0" (E) VZW FENCED LEASE AREA (E) VZW UTILITY H -FRAME (E) VZW EQUIPMENT CABINETS ON CONCRETE SLAB W/SLEEPERS (E) VZW GPS ANTENNA (E) VZW ICE -BRIDGE (E) VZW SURGE PROTECTOR/ OVP, (TOTAL OF 1) TO BE REMOVED (E) VZW RRUS- 11 TO BE REMOVED (TOTAL OF 3) EXISTING ENLARGED SITE PLAN NORTH o a 8 SCALE. 1/4' - 1'-0' (22x34), 1/8' - 1'-0' (11x17) NOTE: ONLY SCL LINEWORKERS OR SCL APPROVED CONTRACTORS SHALL INSTALL OR MODIFY WIRELESS EQUIPMENT ON TOWERS AND POLES N 12'_0" WIDE DOUBLE SWING ACCESS GATE REVIEWED FOR CODE COMPLIANCE APPROVED MAY 21 2018 City of Tukwila BUILDING DIVISION (E) VOW 12'-0" DOUBLE SWING GATE 12 / (E) CONCRETE PAD MOUNTED EQUIPMENT BY OTHERS (E) COMPOUND BY OTHERS / f x—x—x-x-x (E) TRANSMISSION TOWER PROPOSED ENLARGED SITE PLAN x-� 20'-0" (E) VZW FENCED LEASE AREA —x- (E) VZW 6'-0" HIGH CHAIN-LINK FENCE WITH SECURITY WIRE (E) VZW UTILITY H -FRAME (E) VZW EQUIPMENT CABINETS ON CONCRETE SLAB W/SLEEPERS (E) VZW GPS ANTENNA (E) VZW ICE -BRIDGE (P) VZW SURGE PROTECTOR/OVP (DC3315) (TOTAL OF 3) NIP I RECEIVED CI1IY OF TUKWILA I APR 20 2018 -PjRMIT CENTER NORTH 4 8 12 SCALE. 1/4' - 1'-0' (22x34), 1/8' - 1'-0' (11x17) 0 4) SEAQ - PONCHO (4X4/RET) 183722 10581 BEACON AVE S TUKWILA, WA 98178 <<<C CAMP+ ASSOCIATES 19401 40TH AVE. W., SUITE 304 LYNNWOOD, WA 98036 PHONE: (425) 740-6392 FAX: (425) 224-1614 W W W.CAMPASSOC.COM PROJECT MANAGER. EX PREPARED BY. WJA APPROVED BY. EJC WJA 4/18/18 ISSUED FOR FINAL PERMIT WJA 3/29/18 ISSUED FOR FINAL PERMIT WJA 3/16/18 ISSUED FOR FINAL PERMIT WJA 7/20/17 ISSUED FOR FINAL PERMIT WJA 7/6/17 ISSUED FOR FINAL PERMIT WJA 6/23/17 ISSUED FOR PRELIM REVIEW SHEET NAME ENLARGED SITE PLAN SHEET NUMBER A-1.1 PROJECT NUMBER PNW-P-016395 GENERAL NOTES 1. VERIFY EACH COAXIAL CABLE LENGTH, DIAMETER, ROUTING. AND ALL MOUNTING APPURTENANCES WITH OWNER PRIOR TO ORDER. 2. THE MAXIMUM COAXIAL CABLE LENGTH HAS BEEN .ESTIMATED WITH CORRESPONDING CABLE DIAMETER ON THE TABLE TO THE RIGHT. THIS CABLE LENGTH IS APPROXIMATE AND IS TO BE USED FOR CONSTRUCTION. ACTUAL ANTENNA CABLE LENGTHS MAY VARY FROM ESTIMATED MAXIMUM LENGTH AND MUST BE VERIFIED. 3. TAG ALL MAIN CABLES AT TWO (2) LOCATIONS: A - AT ANTENNAS B - INSIDE EQUIPMENT ROOM / CABINET NEAR THE WAVEGUIDE ENTRY PORT. 4. EACH COAX SHALL BE SUPPORTED USING EXISTING ROUTE. 5. EACH COAX SHALL BE GROUNDED AT (3) THREE LOCATIONS; ANTENNA, BASE OF MONO POLE AND EQUIPMENT. NOTE: TOWER STRUCTURAL EVALUATION FOR CARRIER LOADING BY OTHERS ANTENNA / COAX SCHEDULE SECTOR POSITION ANTENNA QUANTITY ANTENNA TIP HEIGHT ANTENNA SIZE AZIMUTH MECHANICAL DOWNTILT NUMBER OF COAX RUNS COAX SIZE COAX LENGTH 1 ALPHA 1 (P) AWS -LTE 50'-0" 7'-11" 335' 0' (1) (P) HYBRID CABLES - 160' 1 ALPHA 2 (P) 700/850-CDMA/PCS 50'-0" 7'-11" 335' 0' 1 ALPHA 3 (P) 700/850 -CDMA 50'-0" 7'-11- 335' 0' 2 BETA 1 (P) AWS -LTE 50'-0" 7-11" 125' 0' (1) (P) HYBRID CABLES - ±50' 2 BETA 2 (P) 700/850-CDMA/PCS 50'-0" 7'-11" 125' 0' 2 BETA 3 (P) 700/850 -CDMA - 50'-0" 7'-11" 125' 0' 3 GAMMA 1 (P) AWS -LTE 50'-0" 7'-11" 230' 0' (1) (P) HYBRID CABLES, - ±50' 3 GAMMA 2 (P) 700/850-CDMA/PCS 50'-0" 7'-11" 230' 0' 3 GAMMA 3 (P) 700/850 -CDMA 50'-0" 7'-11" 230' 0' SCOPE OF WORK AT ANTENNAS: -REMOVE (12) (E) ANTENNAS - INSTALL (9) (P) ANTENNAS - INSTALL (3) (P) RRUS-4449 - INSTALL (3) (P) RRUS-8843 - INSTALL (3) SURGE PROTECTOR/OVP (DC3315) SCOPE OF WORK OTHER: - REMOVE (24) (E) 1-5/8'0 COAX CABLES - INSTALL (3) (P) HYBRID CABLES SCOPE OF WORK AT EQUIPMENT: - REMOVE (1) (E) SURGE PROTECTOR/OVP (DC3315) - REMOVE (3) (E) RRUS-11 - INSTALL (3) (P) SURGE PROTECTOR/OVP (DC3315) 1 ALPHA SECTOR 1 _• W` J �r • er.A W7 GAMMA SECTOR 3 (E) VZW ANTENNA (4 PER SECTOR, TOTAL OF 12) TO BE REMOVED (E) VZW ANTENNA MOUNT (E) TRANSMISSION TOWER -(e '12�MGTh NNO0 C y2 ?`S' \M4' ( y �S. y 1 EXISTING ANTENNA PLAN SCALE. 1/4' - V-0' (22x34), 1/8' • 1'-O' (11x17) BETA SECTOR 2 NORTH O 4 8 12 NOTE: ONLY SCL UNEWORKERS OR SCL APPROVED CONTRACTORS SHALL INSTALL OR MODIFY WIRELESS EQUIPMENT ON TOWERS AND .POLES. ALPHA -, SECTOR 1 (P) VZW ANTENNA (3 PER SECTOR, TOTAL OF 9) (P) VZW RRUS-4449 (1 PER SECTOR, TOTAL OF 3) (P) VZW SURGE PROTECTOR/OVP (1 PER SECTOR, TOTAL OF 3) (E) TRANSMISSION TOWER GAMMA SECTOR 3 (P) VZW RRUS-8843 (1 PER SECTOR, TOTAL OF 3) 2 PROPOSED ANTENNA PLAN SCALE. 1/4' • 1'-0' (22x34), 1/8' • 1'-0' (11x17) Pj iso5 �l RECEIVErrM�y - CITY OF TUKWILA; APR 20 2018 PERMIT. CENTER 0 Iik BETA SECTOR 2 NORTH 4 8 12 0 'i SEAQ - PONCHO (4X4/RET) 183722 10581 BEACON AVE S TUKWILA, WA 98178 <<<C CAMP- ASSOCIATES 9401 40TH AVE. W., SUITE 304 LYNNWOOD, WA 98036 PHONE: (425) 740.6392 - FAX: (425) 224-1614 W W W.CAMPASSOC.COM PROJECT MANAGER. EX PREPARED BY. WJA APPROVED BY. EJC WJA 4/18/18 ISSUED FOR FINAL PERMIT WJA 3/29/18 ISSUED FOR FINAL PERMIT WJA 3/16/18 ISSUED FOR FINAL PERMIT WJA 7/20/17 ISSUED FOR FINAL PERMIT WJA 7/6/17 ISSUED FOR FINAL PERMIT WJA 6/23/17 ISSUED FOR. PREUM REVIEW - ' J. ' RALE STATE WASHINGTON SHEET NAME ANTENNA PLAN SHEET NUMBER A-2.0 PROJECT NUMBER PNW-P-016395 (E) VZW RRUS-11 TO BE REMOVED (E) VZW GPS ANTENNA (E) VZW SURGE PROTECTOR/OVP TO BE REMOVED (E) VZW ICE -BRIDGE (E) VZW EQUIPMENT CABINETS (E) VZW UTILITY H- FRAME (E) VZW 6'-0" HIGH CHAIN-LINK FENCE WITH SECURITY WIRE FO4 4•4 /).. ai,"\,r\ Akmr /1P 1 14W A TOP OF (E) ANTENNAS BY OTHERS AND TRANSMISSION 4, TOWER ELEVATION ±131'-8' r C.L OF CONDUCTOR ELEVATION ±115'-0' 1 L__ t i CDA 1 xn 1 EXISTING SOUTH WEST ELEVATION SCALE. 1/8' - 1'-0' (22x34), 1/16' - 1'-0' (11x17) C.L OF CONDUCTOR ,6 ELEVATION ±96'-6' C.L OF CONDUCTOR jh ELEVATION ±78'-0' TIP HEIGHT OF (E) VZW ANTENNAS 4, ELEVATION ± 50'-0' (E) VZW ANTENNAS, TO BE REMOVED (RE: 1/A-2.0) (E) VZW COAX ROUTING ALONG SW LEG, (24) (E) 7/8"0 COAX CABLES TO BE REMOVED 0 EXISTING GRADE ± 0'-0' 8 18 24 NOTE: ONLY SCL LINEWORKERS OR SCL APPROVED CONTRACTORS SHALL INSTALL OR MODIFY WIRELESS EQUIPMENT ON TOWERS AND POLES NOTE: TOWER STRUCTURAL EVALUATION FOR CARRIER LOADING BY OTHERS (P) VZW SURGE PROTECTOR/ OVP AT ANTENNAS (TOTAL OF 2) (E) VZW GPS ANTENNA (E) VZW ICE -BRIDGE (E) VZW EQUIPMENT CABINETS (E) VZW UTILITY H -FRAME (E) VZW 6'-0" HIGH CHAIN-LINK FENCE WITH SECURITY WIRE TOP OF (E) ANTENNAS BY OTHERS AND TRANSMISSION 4, TOWER ELEVATION ±131'-8' C.L OF CONDUCTOR ELEVATION ±115'-0" C.L OF CONDUCTOR ELEVATION ±96'-6' A;uC:L.-OF.CONDIJCTO�2 r - L'. 1€LfvATION�"t�8(I �0� Y CODE COi,7PLIANCE APPROVED MAY 21 2018 City of Tukwila BUILDING DIVISION NAgR1D 1 TIP HEIGHT OF (P) VZW ANTENNAS ELEVATION ± 50'-0" x403- -018(4 2 PROPOSED SOUTH WEST ELEVATION SCALE. 1/8' - 1'-0' (22x34), 1/16' • 1'-0' (11x17) (P) VZW ANTENNAS RECEIVED ECEI-ED (P) VZW-RRUS11Y OF TUKWILA (RE: 2/A-2.0) APR 20 2018 (P) V;11/VA-2.0 RRUTERMIT CENTER (RE: (2) (P) VZW HYBRID CABLES TO UTILIZE EXISTING ROUTING (12 CABLE RUNS PER LEG MAX, EXCLUDING CLIMBING LEG, CABLE RUNS SHALL NOT EXCEED 30 CABLES TOTAL PER TOWER) - (P) VZW SURGE PROTECTOR/ OVP AT GROUND EQUIPMENT (RE: 1/A-1.1) EXISTING GRADE ± 0'-0' 0 8 18 24 0 'i SEAQ - PONCHO (4X4/RET) 183722 10581 BEACON AVE S TUKWILA, WA 98178 <<<C CAMP+ ASSOCIATES 19401 40TH AVE. W., SUITE 304 LYNNWOOD, WA 98036 PHONE: (425) 740-6392 FAX: (425) 224-1614 W W W.CAMPASSOC.COM PROJECT MANAGER. EJC PREPARED BY. WJA APPROVED BY. EJC WJA 4/18/18 ISSUED FOR FINAL PERMIT WJA 3/29/18 ISSUED FOR FINAL PERMIT WJA 3/16/18 ISSUED FOR FINAL PERMIT WJA 7/20/17 ISSUED FOR FINAL PERMIT WJA 7/6/17 ISSUED FOR FINAL PERMIT WJA 6/23/17 ISSUED FOR PREUM REVIEW REG AR • :�1 J. ITALE STATE WASHINGTON SHEET NAME ELEVATIONS SHEET NUMBER A-3.0 PROJECT NUMBER PNW-P-016395 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. EXACT DIMENSIONSBRACKETITEM AND LOCATIONS MAY CHANGE IN THE FIELD. THECONTRACTOR IS TO VERIFY THE DIMENSIONS AND1 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. 0 0 0Ii 01. 0 0 •� ¢�� Ni �� ' 'i�1 NOTFS' INSERT SCISSOR BRACKETS T DEN THE UPPER ANTENNA MOUNTINGGBRACKET 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 (•, 0 2-3/8" O.D. PIPES ONLY (ORDERED SEPARATELY) 41.11> 10111111111 O (12 „ ppTIONAL DOWNTILTPARTS LIST QTY PART N0. PART DESCRIPTION LENGTH UNIT WT. NET WT..- © 2 SCX4 CROSSOVER PLATE 8-1/2 in 6.02 12.04 1111 PIPE MOUNT(TYP);�� 2 2 16 G12FW 1/2" HDG USS FLATWASHER 0.03 0.55 VALMONT MICROFLECT r"J' • ©2 I/ 3 16 G12LW 1 2" HDG LOCKWASHER 0.01 0.22 PART 87001 OR # 02 4 16 G12NUT 1 2" HDG HEAVY 2H HEX NUT 0.07 1.15 APPROVED EQUAL © 5 4 G12R-8 1 2" z 8" THREADED ROD (HDG.) 0.35 1.41 PANEL ANTENNA (TYP) �'� 6 4 X-UB1212 1 2" x 2-1/2 x 2" U-BOLT (HDG.) 0.63 2.50 PARTS: i TOTAL WT, # 17.87 '� ITEM QTY DESCRIPTION �I%� _ IliI 0 1 ADAPTER, POLE, LOWER © 1 BRACKET, DOWNTILT, POLE 0 1 BRACKET, DOWNTILT, ANTENNA 0 0 6 1/2 X 1 HEX HEAD BOLT NOTE: 0 6 1/2 SPLIT WASHER 0 EQUIPMENT INFORMATION 0 0 2 5/16 X 1 HEX HEAD BOLT © OBTAINED FROM 0 1V] 2 5/16 SPLIT WASHER 2 0 0 MANUFACTURERS PRODUCT 4 1/2" THREADED ROD 2 DATA SHEET AND IS SUBJECT SEAQ PONCHO (4X4/RET) 183722 10581 BEACON AVE S TUKWILA, WA 98178 0 O 0 8 1/2" SPLIT WASHER 0 2 TO CHANGE. CONTRACTOR TO 0 12 1/2" NUT VERIFY BEFORE ORDERING ANY PARTS GENERAL NOTES 2 ANTENNA MOUNTING DETAIL SITE PRO BBPM-K1 DETAIL 1 NOT TO TALE NOT TO SCALE 3 NOT TO SCALE• `"-- RRUS NOTES: MOUNTING PIPE fi ` n! IL-" `- " REV iEv VD FOR MOUNTING HARDWARE FOR RAYCAP 1. RRUS MOUNTED NEAR ANTENNAS. MOUNTING PIPE �". 111W7 MOUNTING HARDWARE IV QTY PART NO. PART DESCRIPTION 2. CONTRACTOR TO VERIFY WITH MANUFACTURER SPEC's FOR MOUNTING DETAILS. PROVIDED BY 111111111 MANUFACTURER CODE COMPLIANCE 2 X-116165 V-CLAMP HALF 4 G12045 112"GAL GRADES FULL THREAD HEX BOLT 3. RRUS DETAIL AS SHOWN AS A REFERENCE AND IS SUBJECT RRUS-4449/8843 UNIT TO CHANGE. 4. MOUNTING SHOWN AS TYPICAL. VERIFY ACTUAL CONDITIONS IN FIELD. 5. TO ENSURE ADEQUATE AIRFLOW BETWEEN UNITS ALLOW A MINIMUM OF "x.� \ II' 1111111 APPROVED 4 Al2NUT 112' 112" GALVANIZED HEAVY HEX NUT CAMP+ ASSOCIATES 8 G12LW 1/2" HDG LOCKWASHER RAYCAP DC SURGE PROTECTOR/OVP UNIT MOUNTED TO ANTENNA MOUNTING PIPE T-ARM MOUNTING FRAME �',,� ....9 / NOTE: USE iii � 11 h,. SITEPRO ' MOUNTING PARTS IN TABLE OR APPROVED W/ ALL THREAD BOLT W/ )¢"0 NUT. TYPICAL POLE MOUNT CLAMPS-� BRACKET PER EQUIPMENT MFR. SPEC. SITE PRO PART ��� / /4� 4 ,�IilI�I �'/ "�7� �'' EQUAL ■r■ J " ' 15%" FREE SPACE BETWEEN RRUS INSTALLED VERTICALLY ON A POLE. ALLOW A MIN. OF 19%" BETWEEN RRUS AND ANTENNA, IF INSTALLED ABOVE OR BELOW ANTENNA. ALLOW A MINIMUM OF 7,¢ BETWEEN RRUS INSTALLED SIDE BY SIDE. THE MINIMUM DISTANCE FROM THE BOTTOM OF THE RRUS TO THE FLOOR IS 11%". \� / REMOTE RADIO UNIT (RRUS-4449/8843) 1 MAY 2 .l 2018OC • NOTE: WEIGHT OF UNIT: 70.0 LBS (VERIFY) ISOMETRIC VIEW 9.4„ MOUNTING PIPE PLAN VIEW City of Tukwila BUILDING DIVISION 19401 40TH AVE. W., SUITE 304 LYNNWOOD, WA 98036 (425) 740-6392 FAX: (425) 224-1614 W PHONE: (4 PAS 0-6392 M _ MOUNTING HARDWARE 13.2" i PROVIDED BY - ®� MANUFACTURER y NOTES: t'II I� . + l 'J / �* 4 O 1) MOUNTING HARDWARE INCLUDED WITH UNIT. 2) EQUIPMENT INFORMATION 4 ��.. E+ RECEIVED RECEIVED CITY OF TUKWILA PROJECT MANAGER. EJC I ill•I 72'. OBTAINED FROM MANUFACTURERS C3, / � PRODUCT DATA SHEET, SUBJECT TO CHANGE. CONTRACTOR TO VERIFY. It PREPARED BY. WJA I RD i►(r_ -J�.°, 20 2018 APPROVED BY. EJC �,ry, ■ •h REMOTE RADIO ■ ■ REMOTE RADIO UNIT (RRUS-4449/8843) SIDE UNIT (RRUS-4449/8843) FRONT PERMIT CENTER RRUS-4449/8843 MOUNTING DETAIL NOT USED ANTENNA MOUNTING PIPE #BBPM-K1 FLUSH MOUNT SEE DETAIL 1/A4.1 5 NOT TO SCALE 6 NOT TO SCALE WJA 4/18/18 ISSUED FOR FINAL PERMIT 1 61" 15.73" WJA 3/29/18 ISSUED FOR FINAL PERMIT WJA 3/16/18 ISSUED FOR FINAL PERMIT EXISTING MOUNTING PIPE, TYP. WJA 7/20/17 ISSUED FOR FINAL PERMIT WJA 7/6/17 ISSUED FOR FINAL PERMIT ■ ■ WEIGHT: 32L85 .II G '�®° ° �y NOTE: WJA 6/23/17 ISSUED FOR PREUM REVIEW fl-�-' i V ( U ,p_ ,v,.• `t4 " ~ 1 I M �1 EQUIPMENT INFORMATION ' ';-� 00 C` ° • OBTAINED FROM MANUFACTURERS PRODUCT 12346 REGI / E; ED yr ARo I / ✓ •�" J RALE WASHINGTON """"'° IMI ""III DATA SHEET \ ^ UNIT OMOUNOTEDOTO DC SURGE UNISTRUT (0)-- EXISTING MOUNTING PIPE, TYP. FRONT I EXISTING MOUNTING PIPE DC SURGE PROTECTOR /OVP UNIT MOUNTED TO UNISTRUTrnSTATE= -01 01 u O •-L� m N I -- - BOTTOM H.-�'-"-- IIIIYli11111 q 7 ���� n�ul�linT �� 10.25" •- ; ""`°" "'°"'�'"�+ FRONT 15.73" SIDE - IIIY�IilIIl111Ili� -`-.SITEPRO m NAME DETAILS ^ AS REQR'D PART # UNT10 UNISTRUT - -- iiiiiiiinm ■ I�u�l iSHEET j y1Y (TYP) W/ SITEPRO PART # SP158 !. ,II I i IS 32 NOTE LBS IGHT OF UNIT _ SPRING NUTS ,I�TII 10.25 - f I ISOMETRIC \ VIEW AT ." SITEPRO PART # IUB3212 U- BOLT (TYP) VIEW - SIDE MOUNTING PIPE AT RAYCAP I1. MANUFACTURER FRONT SIDE PROVIDED MOUNTING BRACKET j7 VIEW -aa'! ►,, .,SIDE •,,"„°�":, ted°-mow.. • �� evialos ° ®,-'-» ®° ,- 41491 oo Ci� SHEET NUMBER A-4.0 BOTTOM RAYCAP OVP DETAIL 7 RAYCAP DC-3315 SURGE PROTECTOR/OVP MOUNTING DETAILS PROJECT NUMBER PNW-P-016395 4 NOT TO SCALE NOT TO SCALE PONCHO SECTOR 1 AWS LTE 11+ L2 - H3 3%-POL H4- H5+ 116-1 RI RET Note: This site uses Internal Bias - T's. The RET cable is not needed. The signal will be provided by the combination RF/AISG ports. 850 CDMA 700 LTE PCS LTE 3% -PDL 11+ L2 H3 H4- H5+ H6 -IL Ro IA II B IC ID IIEIIF IG I H IIR 88134T(866A)+4T(82) u u 1 RF INTERCONNECT DIAGRAM 1 700 LTE 35-POL L2 H3 H4- 145 M6- Ri Ro iAIBIEDIR1 444947 813085) u u 11314151 6 OVP6 OVP6 1 1 2 3 4 5 6 SECTOR 2 AWS LTE 35-POL 1 L2 - H3 H4- 5 H6-( RI Ro 850 COMA 700 LTE PCS LTE 35-POL L2- H3+114 - 5 H6 Ri Ro r- r PS AllBI�IDIEIFIG1H11R. 88131T(B68A)*4T(B2) LJ H El=3 • 700 LTE 35-POL 11+ L2 113 H4 - H5 Ro IA 11 CI DIRT 44494T 013 05) Li u 112 314 5 6 OVP6 OVP6 1 12 13[4 15 16 SECTOR 3 AWS LTE 3%-POL L2- 1-13+ H4- 115 H6 Ro 700 LTE PCS LTE 35-POL L2- 113+ H4- H5+ H6- Ri Ro 181BId[oP IFIGIHI 8843 T(B66A)+4T(82) u u 700 LTE 31 -DOL 12- H3+ H4 - H5+ H6 - RI Ra A11BII DIIR 444947 1313+135) LJ u 2 J 3 4 516 OVP6 YB OVP6 11213141516 SEPARATE PERAvrAND AppRovAL REQUIRED RECEIVED CITY OF TUKWILA APR 2 0 2018 PERMIT CENTER 0 mh:a) SEAQ - PONCHO (4X4/RET) 163722 10581 BEACON AVE S TUKWILA, WA 98178 CAMP+ ASSOCIATES 19401 40TH AVE. W., SUITE 304 LYNNWOOD, WA 98036 PHONE: (425) 740-6392 FAX: (425) 224-1614 VVW W.CAMPASSOC.COM PROJECT MANAGER. EJC PREPARED BY. WJA APPROVED BY. EJC REG AR • ., J. • (TALE STATE WASHINGTON SHEET NAME RF - INTERCONNECT DIAGRAM SHEET NUMBER A-5.0 PROJECT NUMBER PNW-P-016395 WJA 1/18/18 ISSUED FOR FINAL PERMIT WJA 3/29/18 ISSUED FOR FINAL PERMIT WJA 3/16/18 ISSUED FOR FINAL PERMIT WJA 7/20/17 ISSUED FOR FINAL PERMIT WJA 7/6/17 ISSUED FOR FINAL PERMIT WJA 6/23/17 ISSUED FOR PREUM REVIEW REG AR • ., J. • (TALE STATE WASHINGTON SHEET NAME RF - INTERCONNECT DIAGRAM SHEET NUMBER A-5.0 PROJECT NUMBER PNW-P-016395 1. ALL ELECTRICAL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE DESIGN AND CONSTRUCTION SPECIFICATIONS AND ALL APPLICABLE LOCAL CODES. 2. ALL GROUNDING SHALL CONFORM TO THE CURRENT VERIZON WIRELESS STANDARDS. 3. CONDUIT ROUTINGS ARE SCHEMATIC. CONTRACTOR SHALL INSTALL CONDUITS SO THAT ACCESS TO EQUIPMENT IS NOT BLOCKED. 4. 5. 6. 7. 8. 9. 10. THE CONTRACTOR IS RESPONSIBLE FOR PROPERLY SEQUENCING GROUNDING AND UNDERGROUND CONDUIT INSTALLATION AS TO PREVENT ANY LOSS OF CONTINUITY IN THE GROUNDING SYSTEM OR DAMAGE TO THE CONDUIT. PREFABRICATED SHELTER WILL BE PROVIDED WITH INTERNAL WIRING AND EQUIPMENT INSTALLED. FOR COMPLETE INTERNAL WIRING AND ARRANGEMENT REFER TO DRAWINGS PROVIDED BY SHELTER MANUFACTURER. FOR INTERIOR EQUIPMENT LAYOUT AND LOCATION, SEE SHELTER MANUFACTURER'S DRAWINGS AND SPECIFICATION. IN CASE OF CONFUCT THE DRAWINGS GOVERN. ALL GROUND CONNECTIONS BELOW GRADE SHALL BE EXOTHERMIC (CADWELD). ALL GROUND CONNECTIONS ABOVE GRADE (INTERIOR & EXTERIOR) SHALL BE FORMED USING TWO (2) HIGH PRESS CRIMPS. ALL EXOTHERMIC CONNECTIONS TO THE GROUND RODS SHALL START AT THE TOP & HAVE A VERTICAL SEPARATION OF 6" FOR EVERY ADDITIONAL CONNECTION. ALL GROUNDING CONNECTORS TO BE CLEAN AND FREE OF PAINT AT THEIR MATING SURFACES AND INSTALL PER MANUFACTURER'S RECOMMENDATIONS. ALL EXTERIOR GROUND CONNECTIONS SHALL BE COATED WITH A CORROSION RESISTANT MATERIAL. 11. ALL EXTERIOR GROUND CONDUCTORS SHALL BE #2 AWG TIN PLATED COPPER UNLESS OTHERWISE INDICATED. 12. GROUND RODS SHALL BE STAINLESS STEEL OR COPPER CLAD STEEL, %"0 10 -FT. LONG, AND SHALL BE DRIVEN VERTICALLY WITH THEIR TOPS 30" BELOW FINAL GRADE OR 6" BELOW FROST LINE FOR MAXIMUM DEPTH. 13. CONNECTIONS TO THE GROUND BUS SHALL NOT BE DOUBLED UP OR STACKED. BACK TO BACK CONNECTIONS ON OPPOSITE SIDES OF THE GROUND BUS ARE PERMITTED. GENERAL NOTES KEY NOTES: 14. USE OF 90° BENDS IN THE PROTECTION GROUNDING CONDUCTORS SHALL BE AVOIDED WHEN 45° BENDS CAN BE ADEQUATELY SUPPORTED. 15. GROUND RING SHALL BE LOCATED A MINIMUM OF 30" BELOW GRADE OR 6" MINIMUM BELOW THE FROST LINE. 16. INSTALL GROUND CONDUCTORS AND GROUND ROD MINIMUM OF 1'-0" FROM EQUIPMENT CONCRETE PAD, SPREAD FOOTING, OR FENCE. 17. EXOTHERMIC WELD GROUND CONNECTION TO FENCE POST: TREAT WITH A COLD GALVANIZED SPRAY. 18. OBSERVE N.E.C. AND LOCAL UTILITY REQUIREMENTS FOR ELECTRICAL SERVICE GROUNDING 19. GROUNDING ATTACHMENT TO TOWER SHALL BE AS PER MANUFACTURER'S RECOMMENDATIONS OR AT GROUNDING POINTS PROVIDED (2 MINIMUM) 20. MAXIMUM RESISTANCE OF THE COMPLETED GROUND SYSTEM SHALL NOT EXCEED 5 OHMS. 21. MINIMUM BENDING RADIUS FOR GROUNDING CONDUCTORS IS B" WHEN BENDING IS NECESSARY. GROUND CONDUCTORS ARE TO BE AS STRAIGHT AS POSSIBLE. 22. NO SPLICES PERMITTED IN GROUND CONDUCTORS. 23. ENSURE ALL MECHANICAL CONNECTORS ARE TORQUED TO THE MANUFACTURER'S SPECIFIED VALUES. 24. GROUND BARS SHALL NOT BE FIELD MODIFIED. 25. ALL HORIZONTAL FENCE SECTIONS TO BE GROUNDED WITH 8" SINGLE BARREL GROUND STRAPS. 26. USE PANI SCHEME FOR LOADING ON MOB AS DISCUSSED IN NSTD 119, 33 & 36. O (E) TRANSMISSION TOWER O (P) VZW ANTENNA 0 (E) MASTER GROUND BAR FINAL GROUND LEAD TO (E) TOWER GROUND RING 3 (E) VZW ANTENNA MOUNT O(P) VZW RRUS GROUNDING, #2 AWG STRANDED GREEN INSULATED COPPER CONDUCTOR TO COLLECTION GROUND BAR AT ANTENNA LEVEL OF TOWER O (P) VZW TOWER MASTER GROUND BAR • (P) VZW ANTENNA GROUNDING, #2 AWG STRANDED GREEN INSULATED COPPER CONDUCTOR TO COLLECTION GROUND BAR AT ANTENNA LEVEL OF TOWER 10 (P) VZW COLLECTION GROUND BAR FINAL GROUND LEAD, #2 AWG STRANDED GREEN INSULATED COPPER CONDUCTOR TO MASTER GROUND BAR AT BASE OF TOWER (P) VZW COLLECTION GROUND BAR AT ANTENNA LEVEL (P) VZW SURGE PROTECTOR/OVP GROUNDING, #2 AWG STRANDED GREEN INSULATED COPPER CONDUCTOR TO COLLECTION GROUND BAR AT ANTENNA LEVEL OF TOWER ANTENNA GROUNDING PLAN JUMPER REQUIRED ONLY FOR 1r"0 COAX OR FOR EASE OF CONNECTION (NP.) CONNECTOR WEATHERPROOFING KIT (TYP.) REFER TO NOTE 2 FROM ANTENNA FRAME SUPPORT FROM ANTENNA MAST AIR TERMINALS (WHEN REQUIRED) TO ANTENNAS #2 AWG STRANDED, INSULATED COPPER CONDUCTOR. WEATHERPROOFING KIT (TYP.) STANDARD GROUND KIT (TYP.) REFER TO NOTE. ANTENNA CABLE IN CABLE TRAY TO EQUIPMENT LOCATION (TYP.) COLLECTION GROUND BAR MOUNTED NEAR/BELOW ANTENNA. REFER TO DETAIL 5, THIS SHT. #2 AWG STRANDED, INSULATED COPPER CONDUCTOR BONDED TO GROUND WIRE ALONG CABLE TRAY TO EXTERIOR GROUND BAR. ANTENNA CABLE WEATHERPROOFING KIT (SEE NOTE 3) CABLE GROUND KI )12" TO 24"(, #6 AWG STRANDED COPPER GROUND WIRE (GROUNDED TO GROUND BAR) (SEE NOTE 1 & 2) CONNECTION OF COAX CABLE GROUND KIT TO ANTENNA CABLE 2-1/2"0 MAX. NOTES: 1. DO NOT INSTALL CABLE GROUND KIT 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. COAXIAL CABLE GROUND WIRE TO GROUND BAR CONNECTION 2 NOT TO SCALE 4 STRANDED CU WIRE WITH GREEN, 600V, THHN/THWN INSULATION. SIZE AS SPECIFIED TWO -HOLE LUG, BOLTED TO GROUND BAR USING "-16 x TA" STAINLESS STEEL HEX HEAD BOLTS AND HARDWARE. GROUND BAR ON WALL FLOOR OR ON ANTENNA TOWER P 0 \C> CAD WELD WITH #2 AWG SOLID TINNED BARE CU WIRE OR STRANDED CU WIRE WITH GREEN, 600V, THHN/THWN INSULATION TO ANTENNA STRUCTURE, BUILDING, RING GROUND OR MGR GROUND BAR ® BOTTOM OF TOWERS OR MONOPOLES SHALL USE EXOTHERMIC CONNECTION. PANI SCHEME SPECIFICATIONS: PRODUCER (P) CONNECTS TO WIRELESS EQUIPMENT CABINETS, CABLE ENTRANCE GROUND BAR (CEGB), MAIN DISTRIBUTION FRAME GROUND BAR (MDFB), AND STANDBY ENGINE -GENERATOR SET FRAME AND OTHER NOISE PRODUCING EQUIPMENT ABSORBER (A) CONNECTS TO THE EARTH ELECTRODE SYSTEM INCLUDING CENTRAL OFFICE GROUND GRID, BUILDING STRUCTURAL GROUND, METALLIC WATER PIPE SYSTEM, ANTENNA SUPPORTING STRUCTURE GROUND SYSTEM, AND ELECTRICAL SERVICE ENTRANCE GROUND NON -ISOLATED (P) CONNECTS TO EQUIPMENT NOT IN AN ISOLATED GROUND ZONE (IGZ) SUCH AS CBN EQUIPMENT FRAME GROUNDS AND DC GROUND CONDUCTORS FOR DC POWER SYSTEMS THAT SERVE CBN OR BOTH CBN AND IBN EQUIPMENT ISOLATED (I) CONNECTS TO THE SINGLE POINT CONNECTION BAR (SPCB), FOR IBN EQUIPMENT MASTER GROUND BAR CONNECTION DETAIL AND NOTES NOT TO SCALE GENERAL NOTES. 1. ALL CADWELD CONNECTIONS ON GALVANIZED SURFACES SHALL BE CLEANED THOROUGHLY AND COVERED WITH TWO (2) COATS OF SHERWIN WILLIAMS GALVANITE PAINT B350W3 OR EQUAL. 2. ALL ELECTRICAL CADWELD AND MECHANICAL GROUND CONNECTIONS WILL HAVE NON -OXIDATION COMPOUND APPLIED TO CONNECTION. 3. ANY METAL OBJECTS WITHIN 6 FEET OF THE EXTERNAL GROUND RING SHALL BE GROUNDED. 4. ALL GROUNDING MATERIALS AND CADWELD MOLDS, SHOTS, ETC., SHALL BE FURNISHED AND INSTALLED BY CONTRACTOR, UNLESS OTHERWISE NOTED. RECEIVED CITY OF TUKWILA APR 20 2018 PERMIT 5. THE ELECTRICAL CONTRACTOR S a. `/ GROUNDING SYSTEM INSTALLED , ' PROCEDURE PERMITAND APPROVAL REQUIRED SCALE. 1/4' - 1'-0' (22x34), 1/8' - 1'-0. 111x171 #2 AWG STRANDED JUMPER W/ SHORT BARREL COMPRESSION LUGS (T&B #54205 OR #5407), USE STAR WASHERS, LOCK WASHERS, AND SHEET METAL SCREWS TO SECURE TO EXTERNAL GROUND BAR BY CONTRACTOR. COAXIAL GROUND KITS W/ LONG BARREL COMPRESSION LUGS W/ TWO (2) %" BOLTS AND LOCK WASHERS (TYP.) SUPPLY AND INSTALLED BY CONTRACTOR. 746" DIA. (TYP.) 4" x 10" z Y4" THK. COPPER GROUND BAR W/ 4" INSULATED STAND OFF. (HANGER #GBI-14410) SUPPLY AND INSTALL BY CONTRACTOR #2 AWG INSULATED STRANDED COPPER CONDUCTOR DOWNLEAD TO MASTER GROUND BAR OR OTHER FINAL GROUNDING POINT NOTE: REFER TO GROUND BAR CONNECTION DETAIL & NOTE, DETAIL 4 THIS SHEET. 5 COLLECTION GROUND BAR NOT TO SCALE 0 •i SEAQ - PONCHO (4X4/RET) 183722 10581 BEACON AVE S TUKWILA, WA 98178 <<�C CAMP+ ASSOCIATES 19401 40TH AVE. W., SUITE 304 LYNNWOOD, WA 98036 PHONE: (425) 740-6392 FAX: (425) 224-1614 W W W.CAMPASSOC.CDM PROJECT MANAGER. ETC PREPARED BY. WJA APPROVED BY. EJC WJA 4/18/18 ISSUED FOR FINAL PERMIT WJA 3/29/18 ISSUED FOR FINAL PERMIT WJA 3/16/18 ISSUED FOR FINAL PERMIT WJA 7/20/17 ISSUED FOR FINAL PERMIT WJA 7/6/17 ISSUED FOR FINAL PERMIT WJA 6/23/17 ISSUED FOR PREUM REVIEW SHEET NAME EQUIPMENT GROUNDING AND DETAILS SHEET NUMBER E-1.0 PROJECT NUMBER PNW-P-016395 CODE COMPLIANCE PROJECT SUMMARY CONFIDENTIAL Not for disclosure AND PROPRIETARY outside VERIZON WIRELESS without permission. a 11011 �1 Illi, Pik .. WASHINGTON STATE CODE COMPLIANCE: APPLICANT: 2015 INTERNATIONAL BUILDING CODE (IBC) 2015 INTERNATIONAL RESIDENTIAL CODE (IRC) 2015 INTERNATIONAL MECHANICAL CODE (IMC) 2015 WASHINGTON STATE ENERGY CODE COMMERCIAL (WSEC) 2015 WASHINGTON STATE ENERGY CODE APPENDIX (WSEC) 2015 UNIFORM PLUMBING CODE (UPC) 2014 WASHINGTON CITIES ELECTRICAL CODE (WCEC) 2014 NATIONAL ELECTRICAL CODE (NFPA 70) ENVIRONMENTALLY CRITICAL AREAS REGULATIONS (ECA) VERIZON WIRELESS 3245 158TH AVE SE, MS231 BELLEVUE, WA 980080 APPLICANT AGENT: CAMP & ASSOCIATES INC. 19401 40TH AVE W SUITE 304 LYNNWOOD WA, 98036 CONTACT: JIM BARTA PHONE: 503-327-6448 EMAIL: jim.bort0@compossoc.com ARCHITECT/ELECTRICAL ENGINEER: v..le • VIT SHEET INDEX ARCHITECTURAL— CAMP & ASSOCIATES INC. 19401 40TH AVE W SUITE 304 LYNNWOOD WA, 98036 CONTACT: ERIC CAMP PHONE: 425-740-6392 LEGAL DESCRIPTION: r _ cc Qi Q 4Nj 0 O a C• .. . T-1.0 TITLE SHEET SP -1.0 GENERAL NOTES A-1.0 OVERALL SITE PLAN A-1.1 ENLARGED SITE PLAN A-2.0 ANTENNA PLAN A -3.0 ELEVATIONS A-4.0 DEDETAILS ILUMBING DIAGRAM ELECTRICAL SEAQ - (4X4/RET) 163722 BEACON AVE S TUKWILA, WA 98178 Z 0 > Q a a t >cc' 0 �_ J .. Q.Q. E.E. (CSO J - c`.' C'^ r-; C0 E '�: C '= c R' �"• T O � �, -� �� �' (6 C41 0 - « S; -'- N .c L SEAQPONCHO (4X4/R ET) 2/7S SCL TOWER# DU2/7S LOCATION CODE: 163722 REVIEWED FOR CODE COMPLIANCE APPROVED DEC10581 C 07 2017 Ft‘) City of (�Ry iIa BUILDING DIVISION POTTERY WORKS ADD C OF S TRAN LN R/W OVER ADD SITE NAME: SEAQ -PONCHO (4X4/RET) SITE ADDRESS: 10581 BEACON AVE S TUKWILA, WA 98178 LAND OWNER: SEATTLE CITY OF SCL 180820 700 5TH AVE SUITE 3200 AP E-1.0 EQUIPMENT GROUNDING AND DETAILS FILE COPY Permit No. 1)11.1.39/2,02 Permit ((( CAMP♦ ASSOCIATES Elan review approval is subject to errors and omissions. C�+IP� ipproval of construction documents does not zrJJ a violation of any adopted code or ordinance, approved Field Copy and conditions is achnc By: PO BOX 34023 SEATTLE WA 98124 PHONE: 206-684-3000 ffk E OWNER: SEATTLE CITY OF SCL 180820 TOWER# DD 2,75 Receipt JURISDICTION: CITY OF TUKWILA PARCEL NUMBER: 6874201170 ZONING: LDR c - V — E as L'' z C " �— PROJECT NUMBER: P N W- P- 01639 10581 BEACON AVE S TUKWILA WA 98178 RECEIVED LAT: 47° 30' 21.31 " N 122° 16' 14.37" W CITY OF TUKWILA 10401 40TH AVE. W., SUITE 304 A 98036 LYNNWOOD, ONE SW40-614 FAX: AMP SSOC.0 W W W.CAMPASSOC.COM �� ELEVATION: ±292' AMSL DEC 01 2017 PROJECT MANAGER. EJC Date: PREPARED BY. WJA MAP fes. RMIT CENTER iiAREA AERIAL VIEW City of Tukwila BUILDING DIVISION OCCUPANCY: U (UNOCCUPIED) CONSTRUCTION TYPE: V -B PROJECT DESCRIPTION: APPROVED BY' co �= Rd' , ` • --�` _. J �,�•\ /� CV �� 1 -=- \ r t S61 / ) •. • s1 �` • • 1 a I _ LTJ �;5 Ria 't - - - S]'' ,s6,,,,....., ' 4 , 1- - -1 g • I L.f rl ! Y . slmms,- -_ .,,c,o„u-_ 5 SITE I _L — C --- - r,,,,,3-.._ s,,,,__-, L—r' E d I _� 1 J c' - rs11.rr st----� _� '-_--- = 1 i w r . _ u ' r --- a j + �V11 res,' ��y mo �/ sMrorst, \\.\\,\``S ,\,4 i �� rrs,, y rf} k ^Squ . qp sr yp„as sora r. �•� r u� i �. f;� _ T\\ '` \` \\\y`` S m s w4>''' I �_ - • rJ t a g a sti.r<s<- r e ,I sE°'`:°s' r1 ; c I I P \ I _, s �- ' •-� j 1j Sx ' 1, �1� III r.••,y •. 1 J � - �� L 1- j L /' lIII _ Irl •• art i 1 II Ill .. �` �r• / r Z. SITE F 3» ► � I`" _ - . _ -�+ ; Y• 1 • ` •- - •• ';� •,,if �' �;' i •: -, '' �C ' . - e ,- - '. ` = ��• `'•' �� ' � `\} ' `- 1 �t (' ; '` }s A :' t :t ~' + ,: 4 ". *. �� :� • t •+ +\ I, i ` , v . . •' r - . _ — . SIGNATURE BLOCK SCOPE OF WORK: -REMOVE (12) (E) ANTENNAS -REMOVE (18) (E) 7/8.'0 COAX CABLES -REUSE (6) (E) 7/8'0 COAX CABLES -INSTALL (12) (N) ANTENNAS -INSTALL (3) (NI) RRUS-11 B13 AT ANTENNA LEVEL -INSTALL (6) (N) RRUS-12 B5 AT ANTENNA LEVEL• -INSTALL (3) (NI) RRUS-32 B2 AT ANTENNA LEVEL -INSTALL (3)(N)RRUS-32 866A AT ANTENNA LEVEL -INSTALL (2) (N) SURGE PROTECTOR/OVP'S AT ANTENNA LEVEL -INSTALL (2) (N) SURGE PROTECTOR/OVP'S AT GROUND LEVEL -INSTALL (2) (N) HYBRID CABLES FROM GROUND EQUIPMENT TO ANTENNAS �" TITLE SIGNATURE DATE WJA 7/ OM ISG '1. : R ' PERNa WJA Z1 " UED FOR I` wJA 17 r/�—`gf.� ISSUED F PREUM CONSTRUCTION MANAGER ‘" o • �p _ ,. '/4 .� . t` - JA `�" °.. W r]�'.��. y y: ,=a �r� • �� RF ENGINEER REAL ESTATE _ SEPAR, TE PERMIT REQUIRED OR. F Mechanical [�Electncal g Plumbing ErG:s piping C .. / of Tl ik vi!a• `'[..t1' r'1 `I^I - « '�.:..7•1 F`+` 1�.ON I --. ,r.r�_,� _ 1a. s r ` Q�. y e -sO a �: I NORTH ' �� t T �� ,.1+r r1 ? t ..{ `. : F v. �, jj D♦, i . 40. :. 1 ;A•r. ''- " _ .i SITE ACQUISITION DRIVING DIRECTIONS FROM VERIZON WIRELESS (3245 158TH AVE. SE., BELLEVUE WA): DEPART 3245 158TH AVE SE, BELLEVUE, WA 98008 ON 158TH AVE SE (SOUTH-WEST), TURN RIGHT (WEST) ONTO SE EASTGATE WAY, TURN LEFT (WEST) ONTO RAMP, TAKE RAMP (LEFT) ONTO 1-90 [MOUNTAINS TO SOUND GREENWAY-I-90] AT EXIT 2B, TAKE RAMP (LEFT) ONTO I-5AT EXIT 158, TURN RIGHT ONTO RAM,P, KEEP LEFT TO STAY ON RAMP, TURN LEFT (EAST) ONTO S BOEING ACCESS RD, ROAD NAME CHANGES TO S RYAN WAY, TURN RIGHT (SOUTH) ONTO 51ST AVE S, TURN .>IGHT (WEST) ONTO S 109TH ST, ARRIVE 10581 BEACON AVE S, SEATTLE, WA 98178 1 7 323 PROPERTY OWNER SHEET NUMBER T-1.0 TOWER OWNER PROJECT NUMBER PNW P 016395 CONTRACTOR NOTES. THE ARCHITECTS/ENGINEERS HAVE MADE EVERY EFFORT TO SET FORTH IN THE CONSTRUCTION AND CONTRACT DOCUMENTS THE COMPLETE SCOPE OF WORK. CONTRACTORS BIDDING THE JOB ARE NEVERTHELESS CAUTIONED THAT MINOR OMISSIONS OR ERRORS IN THE DRAWINGS AND OR SPECIFICATIONS SHALL NOT EXCUSE SAID CONTRACTOR FROM COMPLETING THE PROJECT AND IMPROVEMENTS IN ACCORDANCE WITH THE INTENT OF THESE DOCUMENTS. THE BIDDER SHALL BEAR THE RESPONSIBILITY OF NOTIFYING (IN WRITING) THE ARCHITECT/ENGINEER OF ANY CONFLICTS, ERRORS, OR OMISSIONS PRIOR TO THE SUBMISSION OF CONTRACTOR'S PROPOSAL. IN THE EVENT OF DISCREPANCIES THE CONTRACTOR SHALL PRICE THE MORE COSTLY OR EXTENSIVE WORK, UNLESS DIRECTED OTHERWISE. GENERAL NOTES. DRAWINGS ARE NOT TO BE SCALED, WRITTEN DIMENSIONS TAKE PRECEDENCE, AND THIS SET OF PLANS IS 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. 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 CONDITIONS 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. 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. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE PROJECT DESCRIBED HEREIN. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES AND FOR COORDINATING ALL PORTIONS OF THE CRK UNDER THE CONTRACT. 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. ALL WORK PERFORMED ON PROJECT AND MATERIALS INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS, AND ORDINANCES. CONTRACTOR SHALL GIVE ALL NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES, REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY, MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS, AND LOCAL AND STATE JURISDICTIONAL CODES BEARING ON THE PERFORMANCE OF THE WORK. THE STRUCTURAL COMPONENTS OF THIS PROJECT SITE/FACILITY ARE NOT TO BE ALTERED BY THIS CONSTRUCTION PROJECT UNLESS NOTED OTHERWISE. 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. 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. DETAILS INCLUDED HEREIN ARE INTENDED TO SHOW END RESULT OF DESIGN. MINOR MODIFICATIONS MAY BE REQUIRED TO SUIT JOB CONDITIONS OR SITUATIONS, AND SUCH MODIFICATIONS SHALL BE INCLUDED AS PART OF THE SCOPE OF WORK. 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. CONTRACTOR SHALL ENSURE THE GENERAL WORK AREA IS KEPT CLEAN AND HAZARD FREE DURING CONSTRUCTION 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 PAINT SPOTS, DUST, OR SMUDGES OF ANY NATURE. 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. 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. CONTRACTOR IS RESPONSIBLE FOR FIELD MEASUREMENTS TO CONFIRM LENGTHS OF CABLE TRAYS AND ELECTRICAL LINES AND ANTENNA MOUNTING. VERIFICATION THAT EXISTING TOWER/POLE/STRUCTURE CAN SUPPORT THE PROPOSED ANTENNA, COAX & ADDITIONAL EQUIPMENT LOADING IS TO BE DONE BY OTHERS. SPECIAL INSPECTIONS. SPECIAL INSPECTIONS IN ACCORDANCE WITH IBC 110 AND 1704 SHALL BE PERFORMED (AS REQUIRED) BY A QUALIFIED TESTING AGENCY APPROVED BY THE ARCHITECT/ENGINEER. INSPECTION AGENCY SHALL BE RETAINED BY THE PROJECT OWNER OR THEIR RESPONSIBLE CHARGE. THE ARCHITECT, ENGINEER OF RECORD, AND BUILDING DEPARTMENT SHALL RECEIVE COPIES OF ALL INSPECTION AND TEST RESULTS. REFER TO DOCUMENTS FOR SPECIFIC INFORMATION. ITEMS TO BE INSPECTED: 1. NO SPECIAL INSPECTIONS ANTICIPATED FOR SCOPE OF WORK INDICATED 1 GENERAL NOTES METAL NOTES. PART 1- GENERAL 1. SECTION INCLUDES: STRUCTURAL STEEL FRAMING MEMBERS, BASE PLATES, PLATES, BARS AND GROUTING UNDER BASE PLATES. 2. SUBMITTALS: SHOP DRAWINGS: INDICATE SIZES, SPACING, AND LOCATIONS OF STRUCTURAL MEMBERS, OPENINGS, CONNECTIONS, CAMBERS, LOADS, AND WELDED SECTIONS. 3. QUALITY ASSURANCE A. FABRICATE STRUCTURAL STEEL MEMBERS IN ACCORDANCE WITH AISC SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS. B. PERFORM DESIGN UNDER DIRECT SUPERVISION OF A PROFESSIONAL STRUCTURAL ENGINEER LICENSED IN THE STATE. PART 2 - PRODUCTS 1. MATERIAL A. B. C. D. E. F. STRUCTURAL STEEL MEMBERS: STRUCTURAL TUBING: PIPE: BOLTS, NUTS, AND WASHERS: ANCHOR BOLTS: WELDING MATERIALS: G. GROUT: SHOP AND TOUCH-UP PRIMER: TOUCH-UP PRIMER FOR GALV. SURFACES: 2. FABRICATION ASTM A572, GRADE 50 ASTM A500, GRADE B ASTM A53, TYPE E OR 5, GRADE B ASTM A325 ASTM A307 AWS D1.1, TYPE REQUIRED FOR MATERIALS BEING WELDED NON -SHRINK TYPE, PREMIXED COMPOUND CONSISTING OF NONMETALLIC AGGREGATE, CEMENT, WATER REDUCING AND PLASTICIZING ADDITIVES, CAPABLE OF DEVELOPING A MINIMUM COMPRESSIVE STRENGTH OF 7000 PSI AT 28 DAYS. SSPC 15, TYPE 1, RED OXIDE ZINC RICH TYPE CONTINUOUSLY SEAL JOINTED MEMBERS BY CONTINUOUS WELDS. GRIND EXPOSED WELDS SMOOTH. 3. FINISH A. PREPARE STRUCTURAL COMPONENT SURFACES IN ACCORDANCE WITH SSPC SP -1 TO SP -10 PROCEDURES. B. STRUCTURAL STEEL MEMBERS SHALL BE HOT DIPPED GALVANIZED. PART 3 - EXECUTION 1. EXAMINATION AND PREPARATION: VERIFY THAT THE FIELD CONDITIONS ARE ACCEPTABLE. 2. ERECTION: A. ALLOW FOR ERECTION LOADS. PROVIDE TEMPORARY BRACING TO MAINTAIN FRAMING IN ALIGNMENT UNTIL COMPLETION OF ERECTION AND INSTALLATION OF PERMANENT BRIDGING AND BRACING. 8. FIELD WELD COMPONENTS INDICATED ON SHOP DRAWINGS. C. DO NOT FIELD CUT OR ALTER STRUCTURAL MEMBERS WITHOUT APPROVAL OF THE ARCHITECT/ENGINEER. D. AFTER ERECTION, TOUCH-UP WELDS, ABRASIONS, AND SURFACES NOT SHOP PRIMED OR GALVANIZED WITH TOUCH-UP PRIMERS AS SPECIFIED UNDER SECTION 05000, -METALS, PART 2 - PRODUCTS, H & I. SURFACES TO BE IN CONTACT WITH CONCRETE NOT INCLUDED. 3. FIELD QUALITY CONTROL: FIELD INSPECTION OF MEMBERS, CONNECTIONS, WELDS AND TORQUING. TELECOMMUNICATIONS WIRING COMPONENTS (COAXIAL ANTENNA CABLE) 1. GENERAL A. ALL MATERIALS, PRODUCTS OR PROCEDURES INCORPORATED INTO WORK SHALL BE NEW AND OF STANDARD COMMERCIAL QUALITY. B. CERTAIN MATERIALS AND PRODUCTS WILL BE SUPPLIED BY THE. OWNER (REFER TO GENERAL CONDITIONS FOR THE LIST OF OWNER FURNISHED EQUIPMENT, MATERIALS AND SUPPLIES FOR THESE ITEMS). THE CONTRACTOR IS RESPONSIBLE FOR PICKUP AND DELIVERY OF ALL SUCH MATERIALS. C. ALL OTHER MATERIALS AND PRODUCTS SPECIFIED IN THE CONTRACT DOCUMENTS SHALL BE SUPPLIED BY THE CONTRACTOR. 2. MATERIALS: A. COAXIAL CABLE: a. INSTALL COAXIAL CABLE AND TERMINATIONS BETWEEN ANTENNAS AND EQUIPMENT PER MANUFACTURER'S RECOMMENDATIONS WITH COAXIAL CABLES SUPPORTED AT NO MORE THAN 3'-0" O.C. WEATHERPROOF ALL CONNECTORS BETWEEN THE ANTENNA AND EQUIPMENT PER MANUFACTURERS' REQUIREMENTS. TERMINATE ALL COAXIAL CABLE THREE (3) FEET IN EXCESS OF EQUIPMENT LOCATION UNLESS OTHERWISE STATED. b. ALL COAX RUN LENGTHS GREATER THAN 143 FEET SHALL BE 1-5/8" AND IN LENGTH LESS THAN OR EQUAL TO 143 FEET SHALL BE 7/8". 3. ANTENNA AND COAXIAL CABLE GROUNDING A. ALL COAXIAL CABLE GROUNDING KITS ARE TO BE INSTALLED ON STRAIGHT RUNS OF COAXIAL CABLE (NOT WITHIN BENDS) 4. COAXIAL CABLE IDENTIFICATION A. TO PROVIDE EASY IDENTIFICATION AND UNIFORM MARKING OF ANTENNA CABLING, PLASTIC TAGS SHALL BE USED AT THE FOLLOWING LOCATIONS: a. FIRST LOCATION IS AT THE END OF THE COAX NEAREST THE ANTENNA (WHERE THE COAXIAL CABLE AND JUMPER ARE CONNECTED). b. SECOND LOCATION IS INSIDE THE EQUIPMENT SHELTER NEAR THE WAVEGUIDE ENTRY PORT. B. USE ANDREW CABLE TIES (PT.# 27290) TO SECURE IDENTIFICATION TAGS. 5. TESTING VERIZON WIRELESS SHALL PROVIDE AN INDEPENDENT TESTING AGENCY TO PERFORM THE COAXIAL SWEEP TEST & REPORT. THE CONTRACTOR ISTO PROVIDE CLIMBER QUALIFIED PERSONNEL TO ASSIST IN ANY REPAIRS AND WEATHERPROOFING ONCE THE TEST IS COMPLETE. THE CONTRACTOR IS TO PROVIDE VERIZON WIRELESS A MINIMUM OF 48 HOURS NOTICE PRIOR .TO THE TIME OF THE SWEEP TEST. ELECTRICAL NOTES. INSTALLATION OF SECONDARY POWER AND CONNECTION TO METER SHALL BE COMPLETED IN COMPLIANCE WITH NATIONAL ELECTRIC CODE, NFPA 70, AND THE STATE LAWS, RULES AND REGULATIONS FOR INSTALLING ELECTRIC WIRES & EQUIPMENT, ALL LATEST ISSUE, AND WITH SPECIFICATIONS PER A.S.T.M. B 231, B 400, I.C.E.A. S651-401, I.C.E.A. P81-570, & LOCAL PUD. PROVIDE A METER BASE PER LOCAL UTILITY STANDARDS. MOUNT ON SIDE OF OWNER FURNISHED BACK BOARD. UNDERGROUND CONDUIT SHALL BE RIGID POLYVINYL CHLORIDE CONDUIT: SCHEDULE 40, TYPE 1, CONFORMING TO UL ARTICLE 651: WESTERN PLASTICS OR CARLON MANUFACTURER. COUPLINGS SHALL BE SLIP-ON, SOLVENT SEALED T PIPE: SOLVENT, WESTERN TYPE COMPATIBLE WITH PVC DUCT. ALL BENDS SHALL BE "WIDE SWEEP" TYPE WITH A 24" MINIMUM SAbIUS. ALL CONDUIT UNDER ROADS SHALL BE RGS, (OR PVC ENCASED IN 8"518" RED CONCRETE DUCTBANK). CONDUIT USED INDOORS SHALL BE E.M.T., AND RIGID GALVANIZED STEEL FOR OUTDOORS. COUPLINGS SHALL BE RIGID STEEL AND COMPRESSION TYPE FOR E.M.T. SET SCREW FITTINGS ARE NOT PERMITTED. FOR ALL STUBS -UPS, USE RIGID GALVANIZED STEEL CONDUIT. WIRE AND CABLE SHALL BE OF THE TYPE AND SIZE AS REQUIRED BY NEC. THERE WILL BE NO SPLICES ALLOWED. PROVIDE HOPE PULLING HAND HOLES AS NEEDED. CONTRACTOR SHALL PROVIDE TEST OF THE GROUNDING SYSTEM BY CERTIFIED TESTING AGENT. PROVIDE INDEPENDENT TEST RESULTS TO THE PROJECT MANAGER FOR REVIEW. GROUNDING SYSTEM RESISTANCE TO GROUND SHALL NOT EXCEED 5 OHMS. ALL ABOVE GRADE INTERIOR GROUNDING CONNECTORS SHALL BE DOUBLE -LUG COMPRESSION TYPE. ALL BELOW GRADE AND EXPOSED EXTERIOR GROUNDING CONNECTIONS TO PERMANENT EQUIPMENT AND FIXED BUILDING ELEMENTS SHALL BE CADWELD TYPE. CARE SHALL BE TAKEN TO REVIEW CONNECTION LOCATIONS AND MATERIAL TYPES TO AVOID POSSIBLE GALVANIC CORROSION. ALL EXPOSED GROUNDING CONNECTIONS TO BE COATED WITH ANTI -CORROSIVE AGENT SUCH AS "NO -OXY", "NOAOLX" OR "PENETROX". VERIFY PRODUCT WITH PROJECT MANAGER. ALL BOLTS, WASHERS AND NUTS USED ON GROUNDING CONNECTIONS SHALL BE STAINLESS STEEL. ALL EXTERIOR GROUND BARS SHALL BE COATED WITH ANTI -CORROSIVE AGENT SUCH AS LPS-3 OR AS PER NOTE 6 ABOVE. ALL JUNCTION AND OUTLET BOXES TO BE LABELED WITH KROY TAPE, OR EQUAL, DESIGNATING ALL CIRCUIT NUMBERS CONTAINED IN EACH BOX. CONTRACTOR TO ENSURE ILC PROVIDED WITH (2) INTERNAL TVSS. CONTRACTOR SHALL COORDINATE WITH SITE SURVEY TO LOCATE EXISTING UNDERGROUND UTILITIES. WHEREVER POTENTIAL CONFLICTS/ INTERFERENCES EXIST, HAND EXCAVATE TO AVOID DAMAGE. CONTACT ALL UTILITIES TO LOCATE UNDERGROUND PIPING IN PUBLIC ROW. VERIFY THAT A.I.C. OF THE UTILITY DOES NOT EXCEED THE A.I.C. RATING OF THE PROVIDED EQUIPMENT SHELTER PACKAGE. IF OVER 10KAIC, PROVIDE FUSIBLE SERVICE ENTRANCE SWITCH AND CONFIRM LOWERING OF AIC TO ACCEPTABLE LEVELS. UTILITY POINTS OF SERVICE AND WORK / MATERIALS SHOWN ARE BASED UPON PRELIMINARY INFORMATION PROVIDED BY THE UTILITY COMPANIES AND ARE FOR BID PURPOSES ONLY. CONTRACTOR SHALL COORDINATE WITH UTILITY COMPANY FOR FINAL AND EXACT WORK / MATERIALS REQUIREMENTS AND CONSTRUCT TO UTILITY COMPANY ENGINEERING PLANS AND SPECIFICATIONS ONLY. CONTRACTOR SHALL FURNISH AND INSTALL ALL CONDUIT. PULL ROPES, CABLES, PULL BOXES, CONCRETE ENCASEMENT OF CONDUIT (IF REQUIRED), TRANSFORMER PAD, BARRIERS, POLE RISERS, TRENCHING, BACKFILL, PAY ALL UTILITY COMPANY FEES AND INCLUDE ALL REQUIREMENTS IN SCOPE OF WORK. GROUNDING NOTES. 1. 1ALL ELECTRICAL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE DESIGN AND CONSTRUCTION SPECIFICATIONS AND ALL APPLICABLE LOCAL CODES. 2. CONDUIT ROUTINGS ARE SCHEMATIC. CONTRACTOR SHALL INSTALL CONDUITS SO THAT ACCESS TO EQUIPMENT IS NOT BLOCKED. 3. THE CONTRACTOR IS RESPONSIBLE FOR PROPERLY SEQUENCING GROUNDING AND UNDERGROUND CONDUIT INSTALLATION AS TO PREVENT ANY LOSS OF CONTINUITY IN THE GROUNDING SYSTEM OR DAMAGE TO THE CONDUIT. 4. 4ALL GROUND CONNECTIONS BELOW GRADE SHALL BE EXOTHERMIC (CADWELD). 5. ALL GROUND CONNECTIONS ABOVE GRADE (INTERIOR & EXTERIOR) SHALL BE FORMED USING TWO (2) HIGH PRESS CRIMPS. 6. ALL EXOTHERMIC CONNECTIONS TO THE GROUND RODS SHALL START AT THE TOP & HAVE A VERTICAL SEPARATION OF 6" FOR EVERY ADDITIONAL CONNECTION. 7. ALL EXTERIOR GROUND CONNECTIONS SHALL BE COATED WITH A CORROSION RESISTANT MATERIAL. 8. ALL EXTERIOR GROUND CONDUCTORS SHALL BE #2 AWG TIN PLATED COPPER UNLESS OTHERWISE INDICATED. 9. GROUND RODS SHALL BE STAINLESS STEEL OR COPPER CLAD STEEL, 5/8"0 10 -FT. LONG (OR NOTED OTHERWISE ON PLANS), AND SHALL BE DRIVEN VERTICALLY WITH THEIR TOPS 18" BELOW FINAL GRADE OR 6" BELOW FROST LINE FOR MAXIMUM DEPTH. 10. CONNECTIONS TO THE GROUND BUS SHALL NOT BE DOUBLED UP OR STACKED. BACK TO BACK CONNECTIONS ON OPPOSITE SIDES OF THE GROUND BUS ARE PERMITTED. 11. USE OF 90' BENDS IN THE PROTECTION GROUNDING CONDUCTORS SHALL BE AVOIDED WHEN 45' BENDS CAN BE ADEQUATELY SUPPORTED. 12. GROUND RING SHALL BE LOCATED A MINIMUM OF 24" BELOW GRADE OR 6" MINIMUM BELOW THE FROST LINE. 13. INSTALL GROUND CONDUCTORS AND GROUND ROD MINIMUM OF 1'-0" FROM EQUIPMENT CONCRETE PAD, SPREAD FOOTING, OR FENCE. 14. EXOTHERMIC WELD GROUND CONNECTION TO FENCE POST: TREAT WITH A COLD GALVANIZED SPRAY. 15. OBSERVE N.E.C. AND LOCAL UTILITY REQUIREMENTS FOR ELECTRICAL SERVICE GROUNDING 16, GROUNDING ATTACHMENT TO TOWER SHALL BE AS PER MANUFACTURER'S RECOMMENDATIONS OR AT GROUNDING POINTS PROVIDED (2 MINIMUM) 17. MAXIMUM RESISTANCE OF THE COMPLETED GROUND SYSTEM SHALL NOT EXCEED 5 OHMS. 18. 1CONTRACTOR TO VERIFY CURRENT GROUNDING STANDARDS PRIOR TO CONSTRUCTION. NOTE: ONLY SCL LINEWORKERS OR SCL APPROVED CONTRACTORS SHALL INSTALL OR MODIFY WIRELESS EQUIPMENT ON TOWERS AND POLES REVIEWED FOR CODE COMPLIANCE APPROVED DEC 0 7 2011 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA DEC 01 2017 PERMIT CENTER "`›c .d SEAQ - PONCHO (4X4/RET) 163722 10581 BEACON AVE S TUKWILA, WA 98178 0C CAMP+ ASSOCIATES 19401 40TH AVE. W., SUITE 304 LYNNWOOD, WA 98036 PHONE: (425) 740-6392 FAX: (425) 224-1614 W W W.CAMPASSOC.COM PROJECT MANAGER. EJC PREPARED BY. WJA APPROVED BY. EJC WJA WJA 7/20/17 ISSUED FOR FINAL PERMIT 7/6/1 WJA 6 RMIT GE 'A NOTES SHEET NUMBER SP -1.0 PROJECT NUMBER PNW-P-016395 PARCEL NUMBER 5476800140 ZONE: R-5 USE: SINGLE FAMILY PARCEL NUMBER 6874201170 ZONE: R-5 USE: VACANT PARCEL NUMBER 5476800150 ZONE: R-5 USE: SINGLE FAMILY OVERALL SITE PLAN ±20O'-4" ,(E) PROPERTY LINE PARCEL NUMBER 5476800151 • ZONE: R-5 USE: VACANT i PARCEL NUMBER 6874200006 ZONE: R-5 USE: SINGLE FAMILY EXISTING BUILDING EXISTING BUILDING PARCEL NUMBER 5476800305 ZONE: R-5 USE: VACANT ±180'-6" (E) PROPERTY LINE ±134'-11" PARCEL NUMBER 6874201170 ZONE: LDR USE: VACANT PARCEL NUMBER 5476800160 ZONE: R-5 USE: SINGLE FAMILY (E) UTILITY POLE (E) FIBER VAULT (E) UTILITY POLE r (E) TRANSMISSION TOWER ±2p0_ lE/ `1pE PSOPERr PARCEL NUMBER 6874200025 ZONE: R-5 USE: SINGLE FAMILY PARCEL NUMBER 6874200005 ZONE: R-5 USE: SINGLE FAMILY EXISTING BUILDING EXISTING BUILDING PARCEL NUMBER 6874200027 ZONE: R-5 USE: SINGLE FAMILY PARCEL NUMBER 6874200007 ZONE: R-5 USE: SINGLE FAMILY PARCEL NUMBER 6874200115 ZONE: R-5 USE: SINGLE FAMILY (E) UTILITY POLE LEGAL DESCRIPTION. POTTERY WORKS ADD C OF S TRAN LN R/W OVER ADD LEGAL DESCRIPTION REVI WED FOR CODE OMPLIANC A PROVED DE 0 7 2017 Ci ' of Tukwila BUILqIING DIVISIO RECEIVED CITY O� TUKWILA DEC1 012017 ERANCENTER NORTH O 20 40 t/1 i SITE ) N 4/ 03 I to 44+ 'n; c1 TDP S.1a9ih St VICINITY MAP LEGEND EXISTING NE - 6.45- SANITARY SEWER - SAS - STS- STORM SEWER - STS - -W - WATER MAIN - w_ SANITARY MANHOLE ELEVATIONS • STORM STRUCTURE ELEVATIONS PROPERTY LINE & R.O.W. - - - - SURFACE DRAINAGE p LIGHT STANDARD 0-a 612.15 -----7?�_ STREET LIGHT �-- SPOT ELEVATION CONTOUR GAS MAIN MAIN - G- G - OO MANHOLEQQ Q CATCH BASIN 0 • FIRE HYDRANT • SEAQ - PONCHO (4X4/RET) 163722 10581 BEACON AVE S TUKWILA, WA 98178 <<<C CAMP+ ASSOCIATES 19401 40TH AVE. W., SUITE 304 LYNNWOOD, WA 88036 PHONE: (425) 740-6392 FAX: (425) 224-1614 W W W.CAMPASSOC.COM PROJECT MANAGER. EJC PREPARED BY. WJA APPROVED BY. EJC JA JA JA SSUED FOR FINAL PERMIT .P� RMIT - EASEMENT LINE FENCE -DENT- - BURIED UTILITY - -UE/UT- - 0 UTILITY POLE 0 -OE/OT- OVERHEAD UTILITY LINE-0E/OT- BUILDING _ - _--_---_ 60 SCALE. 1' • 20' (22x34), 1' - 40' (11x17) LEGEND OV ''L SITE PLAN SHEET NUMBER A-1.0 PROJECT NUMBER PNW-P-016395 NOTE: ONLY SCL LINEWORKERS OR SCL APPROVED CONTRACTORS SHALL INSTALL OR MODIFY WIRELESS EQUIPMENT ON TOWERS AND POLES 1 (E) CONCRETE PAD MOUNTED EQUIPMENT BY OTHERS (E) COMPOUND BY OTHERS (E) TRANSMISSION TOWER ENLARGED SITE PLAN x -x—x, rte'= �II 1 12'-0" (E) VZW 12 -0" DOUBLE SWING GATE x - x / (E) FIBER VAULT (E) VZW 6' CHAIN-LINK FENCE (E) VZW UTILITY H -FRAME (E) VZW EQUIPMENT CABINETS ON CONCRETE. SLAB W/SLEEPERS (E) VZW GPS ANTENNA (E) VZW ICE -BRIDGE (N) VZW SURGE PROTECTOR/OVP (TOTAL OF 2) (E) VZW SURGE PROTECTOR/ OVP, TO REMAIN (TOTAL OF 1) (E) VZW RRUS-11 TO REMAIN (TOTAL OF 3) 0 (E) UTILITY POLE S BIRd MOO 333 REVIEWED FOR CODE COMPLIANCE APPROVED DEC 0 7 2017 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA DEC 012011 PERMIT CENTER 0 -r, NORTH 4 8 SEAQ - PONCHO (4X4/RET) 163722 10581 BEACON AVE S TUKWILA, WA 98178 <<<C CAMP+ ASSOCIATES 19401 40TH AVE. W., SUITE 304 LYNNWOOD, WA 98036 PHONE: (425) 740-6392 FAX: (425) 224-1614 W W W.CAMPASSOC.COM PROJECT MANAGER. EJC PREPARED BY, WJA APPROVED BY. EJC WJA WJA 7/20/17 ISSUED FOR FINAL PERMIT 7/6/1 WJA 6 OMIT 12 SCALE. 1/4' = 1'-0' (22x34), 1/8' = 1,-0' (11x17) NLA D SITE PLAN SHEET NUMBER A-1.1 PROJECT NUMBER PNW-P-016395 GENERAL NOTES 1. VERIFY EACH COAXIAL CABLE LENGTH, DIAMETER, ROUTING, AND ALL MOUNTING APPURTENANCES WITH OWNER PRIOR TO ORDER. 2. THE MAXIMUM COAXIAL CABLE LENGTH HAS BEEN ESTIMATED WITH CORRESPONDING CABLE DIAMETER ON THE TABLE TO THE RIGHT. THIS CABLE LENGTH IS APPROXIMATE AND IS TO BE USED FOR CONSTRUCTION. ACTUAL ANTENNA CABLE LENGTHS MAY VARY FROM ESTIMATED MAXIMUM LENGTH AND MUST BE VERIFIED. 3. TAG ALL MAIN CABLES AT TWO (2) LOCATIONS: A - AT ANTENNAS B - INSIDE EQUIPMENT ROOM / CABINET NEAR THE WAVEGUIDE ENTRY PORT. 4. EACH COAX SHALL BE SUPPORTED USING EXISTING ROUTE. 5. EACH COAX SHALL BE GROUNDED AT (3) THREE LOCATIONS; ANTENNA, BASE OF MONO POLE AND EQUIPMENT. NOTE: TOWER STRUCTURAL EVALUATION FOR CARRIER LOADING BY OTHERS ANTENNA / COAX SCHEDULE SECTOR POSITION ANTENNA QUANTITY ANTENNA TIP HEIGHT ANTENNA SIZE AZIMUTH MECHANICAL DOWNTILT NUMBER OF COAX RUNS COAX SIZE COAX LENGTH 1 (N) 850/700 50,-0" 335' 0' (1) (N) HYBRID ±60' 2 1 (N) PCS -LTE 50'-0" 335' 0' 3 1 (N) AWS 50'-0" 335' 0' 4 1 (N) 850/700 50.-0" 335' 0' (2) (E) 7/8"0 ±60' 2 1 (N) 850/700 50'-0" 125' 0' 2 2 1 (N) PCS -LTE 50'-0" 125' 0' 2 3 1 (N) AWS 50'-0" 125' DO 2 4 1 (N) 850/700 50,-0" 1 25' 0' (2) (E) 7/8"0 ±60' 3 1 (N) 850/700 50'-0" 230' 0' (1) (N) HYBRID ±60' 3 2 1 (N) PCS -LTE 50,-0" 230' 0' 3 3 1 (N) AWS 50,-0" 230' 0' 3 4 1 (N) 850/700 50,-0" 230' 0' (2) (E) 7/8"0 ±60' -REMOVE (12) (a) ANTENNAS - REMOVE (18) (E) 7/8"0 COAX CABLES - REUSE (6) (E) 7/8"0 COAX CABLES - INSTALL (12) (N) ANTENNAS -INSTALL (3) (N) RRUS-11 B13 AT ANTENNA LEVEL -INSTALL (6) (N) RRUS-12 B5 AT ANTENNA LEVEL - INSTALL (3) (N) RRUS-32 82 AT ANTENNA LEVEL - INSTALL (3) (N) RRUS-32 B66A AT ANTENNA LEVEL - INSTALL (2) (N) SURGE PROTECTOR/OVP'S AT ANTENNA LEVEL -INSTALL (2) (N) SURGE PROTECTOR/OVP'S AT GROUND LEVEL -INSTALL (2) (N) HYBRID CABLES FROM GROUND EQUIPMENT TO ANTENNAS SECTOR (E) VZW ANTENNA (4 PER SECTOR, TOTAL OF 12) TO BE REMOVED (E) VZW ANTENNA MOUNT (E) TRANSMISSION TOWER SECTOR 3 1 EXISTING ANTENNA PLAN SCALE. 1/4' • 1'-0' (22x34), 1/8' • 1'-0' (11x17) 0 SECTOR 2 NORTH 4 8 12 NOTE: ONLY SCL LINEWORKERS OR SCL APPROVED CONTRACTORS SHALL INSTALL OR MODIFY WIRELESS EQUIPMENT ON TOWERS AND POLES SECTOR 3 2 PROPOSED ANTENNA PLAN SCALE. 1/4' • 1'-0' (22x34), 1/8' • 1'-O' (11x17) N SECTOR 1 eti lt1 O REVIEWED FOR CODE COMPLIANCE -APPROVED DEC 0 7: 7017 N R City of Tukwi BUILDING DIVI RECEIV CITY OF TU \ DEC Ol 2017 PERMIT CENTER (N) VZW ANTENNA (4 PER SECTOR, TOTAL OF 12) (N) VZW RRUS-11 813 (1 PER SECTOR, TOTAL OF 3) (E) VZW ANTENNA MOUNT (N) VZW RRUS-32 82 (1 PER SECTOR, TOTAL OF 3) (N) VZW SURGE PROTECTOR/OVP (TOTAL OF 2) (E) TRANSMISSION TOWER (N) VZW RRUS-32 666A (1 PER SECTOR, TOTAL OF 3) (N) VZW RRUS-12 85 (2 PER SECTOR, TOTAL OF 6) S s.y SECTOR 2 0 SEAQ - PONCHO (4X4/RET) 163722 10581 BEACON AVE S TUKWILA, WA 98178 <<<C CAMP+ ASSOCIATES 19401 40TH AVE. W., SUITE 304 LYNNWOOD, WA 98036 PHONE: (425) 740-6392 FAX: (425) 224-1614 W W W.CAMPASSOC.COM PROJECT MANAGER. EJC PREPARED BY. WJA APPROVED BY. EJC NORTH 0 4 8 WJA WJA 7/20/17 ISSUED FOR FINAL PERMIT 7/6/1 WJA 6 RMIT 3 12 AN _} ' A PLAN SHEET NUMBER A-2.0 PROJECT NUMBER PNW-P-016395 (E) VZW RRUS-11 TO REMAIN (TOTAL OF 3) (E) VZW GPS ANTENNA (E) VZW SURGE PROTECTOR/OVP TO REMAIN (TOTAL OF 1) (E) VZW ICE -BRIDGE (E) VZW EOUIPMENT CABINETS (E) VZW UTILITY H -FRAME / \N 1 EXISTING SOUTH WEST ELEVATION SCALE. 1/8' • 1,-0' (22x34), 1/16' - 1,-0' (11x17) TOP OF (E) ANTENNAS BY OTHERS AND TRANSMISSION TOWER ELEVATION ±131'-8" C.L OF CONDUCTOR ELEVATION ±115'-0' C.L OF CONDUCTOR aim ELEVATION ±96'-6' C.L OF CONDUCTOR ELEVATION 178'-0" TIP HEIGHT OF (E) VZW ANTENNAS ELEVATION ± 50'-0" (E) VZW ANTENNAS, TO BE REMOVED (4 PER SECTOR, TOTAL OF 12) (E) VZW COAX ROUTING ALONG SW LEG, (18) (E) 7/8"0 COAX CABLES TO BE REMOVED (6) (E) 7/8"0 COAX CABLES TO BE REUSED EXISTING GRADE t O' -O. o 8 16 24 NOTE: ONLY SCL LINEWORKERS OR SCL APPROVED CONTRACTORS SHALL INSTALL OR MODIFY WIRELESS EQUIPMENT ON TOWERS AND POLES NOTE: TOWER STRUCTURAL EVALUATION FOR CARRIER LOADING BY OTHERS (N) VZW SURGE PROTECTOR/ OVP AT ANTENNAS (TOTAL OF 2) (E) VZW RRUS-11 TO REMAIN (TOTAL OF 3) (E) VZW GPS ANTENNA (E) VZW SURGE PROTECTOR/OVP TO REMAIN (E) VZW ICE -BRIDGE (E) VZW EOUIPMENT CABINETS (E) VZW UTILITY H -FRAME TOP OF (E) ANTENNAS BY OTHERS AND TRANSMISSION TOWER ELEVATION ±131'-8' C.L OF CONDUCTOR ELEVATION 1115'-0" C.L OF CONDUCTOR ELEVATION 196'-6' 111.hiill '1101 rl C.L OF CONDUCTOR Ai ELEVATION ±78'-0' RECEIVED CITY OF TUKWILA DEC 012011 PERMIT CENTER TIP HEIGHT OF (N) VZW ANTENNAS ELEVATION t 50'-0" Fi IANCE CifYf Tukwi BUILDING DIVISION =vD2- - _ .aeA�i�' ,- (i I 2 PROPOSED SOUTH WEST ELEVATION SCALE' 1/8' • 1,-0' (22x34), 1/16' • 1,-0' (11x17) (N) VZW ANTENNAS (4 PER SECTOR, TOTAL OF 1.2) (N) VZW RRUS-11 813 (1 PER SECTOR, TOTAL OF 3) ;N) VZW RRUS-32 82 (1 PER SECTOR, TOTAL OF 3) (N) VZW RRUS-32 B66A (1 ,.ER SECTOR, TOTAL OF 3) N) VZW RRUS-12 65 (2 'ER SECTOR, TOTAL OF 6) LEASED) ak Eh (E) VZW COAX/HYBRID ROUTING, ALONG SW LEG (6) (E) 7/8"0 COAX CABLES TO BE REUSED, (2) (N) HYBRID CABLES TO UTILIZE EXISTING ROUTING (12 CABLE RUNS PER LEG MAX, EXCLUDING CLIMBING LEG, CABLE RUNS SHALL NOT EXCEED 30 CABLES TOTAL PER TOWER) (N) VZW SURGE PROTECTOR/ OVP AT ANTENNAS (TOTAL OF 2) EXISTING GRADE t 0'-0' Y o a 4,E SEAQ - PONCHO (4X4/RET) 163722 10581 BEACON AVE S TUKWILA, WA 98178 <<<C CAMP+ ASSOCIATES 19401 40TH AVE. W., SUITE 304 LYNNWOOD, WA 98036 PHONE: (425) 740-6392 FAX: (425) 224.1614 WVVW.CAMPASSOC.COM PROJECT MANAGER. EJC PREPARED BY. WJA APPROVED BY. EJC WJA 7/20/17 WJA 7/6/1 ISSUED FOR FINAL PERMIT "RRMMIT E 1 S 16 24 SHEET NUMBER A-3.0 PROJECT NUMBER PNW-P-016395 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. 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 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. © 0 O 4 5 OHARDWARE VM ` `�� NOTES: 1. INSERT SCISSOR BRACKETS BETWEEN THE UPPER--_.I ANTENNA MOUNTING BRACKET AND THE UPPER POLE ADAPTER BRACKET. SECURE USING 1/2 INCH PROVIDED. 2. TO SET THE DEGREE OF DOWNTILT, ALIGN THE DESIRED HOLES ON THE SCISSOR BRACKETS AND SECURE USING 5/16 INCH HARDWARE PROVIDED. Iy © ANTENNATHENUMBER TYPE.OF CONNECTORS WILL VARY BASED ON 00 (4110)I III.) 2-3/8" 0.D. PIPES ONLY (ORDERED SEPARATELY) •> I I '' 1'00 0', '1 o OPTIONAL DOWNTILT PARTS LIST I BRACKET ITEM QTY PART NO. PART DESCRIPTION LENGTH UNIT WT. NET AT. 'O' �L. 0 _•1' _1 \ I 1 2 SC%4 CROSSOVER PLATE 8-i/2 in 6.02 12.04— PIPE MOUNT (TYP) I `¢ i0. - 0 2 2 16 G12FW 1/2" HDG USS FLATWASHER 0.03 0.55ilft VALMONT MICROFLECT .I�', I• • ©2 3 16 G12LW 1/2" HDG LOCKWASHER 0.01 0.22 PART #81001 OR / ©2 4 76 G12NUT 1/2" HDG HEAVY 2H HEX NUT / 0.07 1.15 APPROVED EQUAL A © 5 4 G12R-8 1/2" x 8" THREADED ROD (HDG.) 0.35 • 1.41 PANEL ANTENNA (TYP) 6 4 X-UB1212 1/2" x 2-1/2 x 2" U-BOLT (HDG.) 0.63 2.50 PARTS: �� `- TOTAL WT. # 17.87; •.,s,, :ml ITEM QTY DESCRIPTION �ti��� n Q "� /v © 11 BRACKETADAPTER,, DOWNTILTPOLE,LOWER, POLE 1`° © 1 BRACKET, DOWNTILT, ANTENNA " ���//J 0 6 1/2 X 1 HEX HEAD BOLT NOTE: .•• Q 6 1/2 SPLIT WASHER 0 EQUIPMENT INFORMATION • O 0 2 5/16 X 1 HEX HEAD BOLT 0 OBTAINED FROM Q 2 5/16 SPLIT WASHER 2 O © MANUFACTURERS PRODUCT 0 4 1/2" THREADED ROD 2 DATA SHEET AND IS SUBJECT SEAQ PONCHO (4X4/RET) 163722 10581 BEACON AVE S WA 98178 0 0 8 1/2" SPLIT WASHER 0 2 TO CHANGE. CONTRACTOR TO . 12 1/2" NUT VERIFY BEFORE ORDERING ANY PARTS GENERAL NOTES ANTENNA MOUNTING DETAIL SITE PRO BBPM-K1 DETAIL 1 NOT TO SCALE 2 NOT TO SCALE 3 NOT TO SCALE 7D"TUKWILA, NOTES,. MOUNTING HARDWARE FOR RAYCAP 12.06" 1) MOUNTING HARDWARE INCLUDED WITH UNIT QTY PART NO. PART DESCRIPTION NOTES: / (REUSE FROM SXK 125 ) NOTE: WEIGHT OF UNIT 2 X-116165 V-CLAMP HALF 1)MOUNTING HARDWARE INCLUDED WITH UNIT r1I MOUNTING PIPE ON OB 2) EQUIPMENT INFORMATION OBTAINED FROM IS 51 LBS(VERIFY) • 4 G12045 1/2" GALVANIZED GRADE SFULL THREAD HEX BOLT (REUSE FROM SXK 125 0245/1) 2) EQUIPMENT INFORMATION OBTAINED FROM MANUFACTURERS PRODUCT DATA SHEET, SUBJECT MANUFACTURERS PRODUCT DATA SHEET, SUBJECT TO CHANGE. CONTRACTOR TO VERIFY. 4 Al2NUT 112" GALVANIZED HEAVY HEX NUT ( CAMP-I- ASSOCIATES C 8 G12LW 1/2" HDG LOCKWASHER TO CHANGE. CONTRACTOR TO VERIFY. I�I MOUNTING HARDWARE INCLUDED RAYCAP DC SURGE PROTECTOR/OVP UNIT MOUNTED TO ANTENNA MOUNTING PIPE �\ T—ARM MOUNTING .V.4/ FRAME --.2 NOTE: USE *••• yJ SITEPRO / _, I MOUNTING PARTS IN TABLE OR APPROVED Y5" ALL THREAD BOLT W/ T5"0 NUT, TYPICAL POLE MOUNT CLAMP BRACKET PER EQUIPMENT MFR. SPEC. tt SITE PRO PART I ITE , �� // ,,J5 :I���� �� EQUAL 1 r '.._J ��.. w rt ` RRUS NOTE: 1. RRU MOUNTED NEAR ANTENNAS. 2. CONTRACTOR TO VERIFY WITH MANUFACTURER SPEC's FOR MOUNTING DETAILS. NOTE: WEIGHT OF UNIT 15 51 LBS (VERIFY) REMOTE RADIO . 3. RRU DETAIL AS SHOWN AS A REFERENCE AND 15 SUBJECT TO CHANGE. 4. PLATFORM SHOWN AS TYPICAL. VERIFY ACTUAL CONDITIONS IN FIELD. REMOTE RADIO UNIT (RRU-32) UNIT (RRUS-32) 27.19' MOUNTING PIPE 7 2 1 1 40TH AV . W., SUITE3 4 LY FNAWX (425) WA 986 4 PHONE: (425) 740-6392 )42B) S4-1614 M WWW: RRUS NOTE: / , / MOUNTING HARDWARE • INCLUDED PROJECT MANAGER. EJC 1. RRU MOUNTED NEAR ANTENNAS. - ! III. f 2. CONTRACTOR TO VERIFY WITH DETAILS. MANUFACTURER SPEC's FOR MOUNTING I I III PREPARED BY.WJA 3. RRU DETAIL AS SHOWN AS A REFERENCE AND IS SUBJECT TO CHANGE 4. MOUNTING SHOWN AS TYPICAL. VERIFY • APPROVED BY. EJC ACTUAL CONDITIONS IN FIELD. SIDE FRONT RRUS-32 MOUNTING DETAIL ANTENNA MOUNTING PIPE #BBPM-K1 FLUSH MOUNT SEE DETAIL 1/A4.1 NOT TO SCALE REMOTE RADIO UNIT (RRUS-11) IIS MOUNTING HARDWARE FOR RAYCAP QTY PART NO. PART DESCRIPTION WJA 7/20/17 ISSUED FOR FINAL PERMIT =oc_ 2 X-116165 V-CLAMP HALF f. � n 4 G12045 1/2"GALVANIZED GRADE SFULL THREAD HEX BOLT •I .. NUT W/ Yz" . SPLIT WASHER WJA 7/5/1 •- . . RMIT ICE-BRIDGE POST n {� '4 Al2NUT 1/2" GALVANIZED HEAVY HEX NUT SIDE WJA � 6 %• • ISSUED FOR PRELI •,S. ll lJ 8 G12LW 1/2"HDG LOCKWASHER —; �n�- n U f _:,..' ! } •A l ' [11111 .il I ;,� �' :w. ) y� _ ,.- _ , • �i� / �)• �� _-„.,•7 m •�REVIEWED ROD LL THREAD )5i'0 AEU NOT USE SITEPRO MOUNTING PARTS IN TABLE OR APPROVED EQUALC. FOR IIIIii�IiI�III +.II: CoODE COMPLI RAYCAP PROTECTOR/OVP MOUNTED STANDOFF DC SURGE UNIT ON SECTOR 11�14�ii Iii. 1�11� 10 25 PIPE MOUNT (TYP)1 VALMONT MICROFLECT \ PART 81001 OR # APPROVED EQUAL APPROVED RECE CITY OF VED KWILA IIIYiiiii 1� Illi&lam \� II FRONT SIDE (PIPE MOUNT TO BE ATTACHED TO WALL)DEC 15 73" SURGE PROTECTOR UNIT 0 7 2011 DEC 0 1017 ��.16.1.�I��. c:�i1= ` x-->•- :F�, 10.25' FRONT 15.73” SIDE , WITH BRACKET MOUNTED' TO MOUNTING PIPE EET NAME ,\ �� DE • . ° 44) �1_' °_/ • 'O•tel �i • ° ° LT W/ ALLO NUT,TYPID CAL�! •1 Gitr f T'Uk UNIT (R S-11 3UILDIN3 DIVI la SION PERMIT ENTER / NOTE: WEIGHT OF UNIT S 32 LBS �, °.DOC �oo FRONT i ISOMETRIC VIEW POLEMOUNT\ BOTTOM EQUIPMENT MFR. SPEC. FRONT SHEET NUMBER e ,/� ^ - T BOTTOM NOTE: WEIGHT OF UNIT IS 32 LBS REAR ISOMETRIC VIEW RAYCAP OVP DETAIL (AT EQUIPMENT)7 RRUS 12 MOUNTING DETAILS RAYCAP OVP DETAIL PROJECT NUMBER PNW P 016395 4 NOT TO SCALE 6 NOT TO SCALE NOT TO SCALE %Zoo 2K 2017 850 MHz SECTOR 1 850 MHz 850 MHz PONCHO SECTOR 2 850 MHz SECTOR 3 4X-POL 2X_POL 4X -POE 2X-POL XX XX XX' 4X- 4X-POL xxxx xxxx xxxx UUUUUUUU 6 UUUUU iUU4-1 RUS B5 RUS 813 RRUS32 82 RRUS32 B66A RUS 85 RRUS32 B2 RUSB5 RUS 813 RRUS32 82 RRUS32 886A RRUS32 666A RRUS 85 OVP-6 OVP-6 _ PR rc PRI z P:1 rc J. OVP-6 REVIEWED FOR CODE COMPLIANCE APPROVED DEC 0 7 2017 City of Tukwila BUILDING DIVISION OVP-6re = RECEIVED CITY OF TUKWILA DEC 01 2017 PERMIT CENTER PRI -_ -- MN= MEM i� -LEI� IZI 2ISSUED FOR PRELIM _. r� 1-3,, 40 1 O SEAQ - PONCHO (4X4/RET) 163722 10581 BEACON AVE S TUKWILA, WA 98178 <<<C CAMP+ ASSOCIATES 19401 40TH AVE. W., SUITE 304 LVNNWOOD, WA 98036 PHONE: (425) 740-6392 FAX: (425) 224-1614 W W W.CAMPASSOC.COM PROJECT MANAGER. EJC PREPARED BY. WJA APPROVED BY. EJC 7/20/17 ISSUED FOR FINAL PERMIT SHEET NUMBER A-5.0 PROJECT NUMBER PNW-P-016395 rata za, zvI! 2. 3. ALL ELECTRICAL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE DESIGN AND CONSTRUCTION SPECIFICATIONS AND ALL APPLICABLE LOCAL CODES. ALL GROUNDING SHALL CONFORM TO THE CURRENT VERIZON WIRELESS STANDARDS. CONDUIT ROUTINGS ARE SCHEMATIC. CONTRACTOR SHALL INSTALL CONDUITS SO THAT ACCESS TO EQUIPMENT IS NOT BLOCKED. 4. THE CONTRACTOR IS RESPONSIBLE FOR PROPERLY SEQUENCING GROUNDING AND UNDERGROUND CONDUIT INSTALLATION AS TO PREVENT ANY LOSS OF CONTINUITY IN THE GROUNDING SYSTEM OR DAMAGE TO THE CONDUIT. 5. PREFABRICATED SHELTER WILL BE PROVIDED WITH INTERNAL WIRING AND EQUIPMENT INSTALLED. FOR COMPLETE INTERNAL WIRING AND ARRANGEMENT REFER TO DRAWINGS PROVIDED BY SHELTER MANUFACTURER. 6. FOR INTERIOR EQUIPMENT LAYOUT AND LOCATION, SEE SHELTER MANUFACTURER'S DRAWINGS AND SPECIFICATION. IN CASE OF CONFLICT THE DRAWINGS GOVERN. 7. ALL GROUND CONNECTIONS BELOW GRADE SHALL BE EXOTHERMIC (CADWELD). 8. ALL GROUND CONNECTIONS ABOVE GRADE (INTERIOR & EXTERIOR) SHALL BE FORMED USING TWO (2) HIGH PRESS CRIMPS. 9. ALL EXOTHERMIC CONNECTIONS TO THE GROUND RODS SHALL START AT THE TOP & HAVE A VERTICAL SEPARATION OF 6" FOR EVERY ADDITIONAL CONNECTION, 10. ALL GROUNDING CONNECTORS TO BE CLEAN AND FREE OF PAINT AT THEIR MATING SURFACES AND INSTALL PER MANUFACTURER'S RECOMMENDATIONS. ALL EXTERIOR GROUND CONNECTIONS SHALL BE COATED WITH A CORROSION RESISTANT MATERIAL. ALL EXTERIOR GROUND CONDUCTORS SHALL BE #2 AWG TIN PLATED COPPER UNLESS OTHERWISE INDICATED. 2. GROUND RODS SHALL BE STAINLESS STEEL OR COPPER CLAD STEEL, SUB 10 -FT. LONG, AND SHALL BE DRIVEN VERTICALLY WITH THEIR TOPS 30" BELOW FINAL GRADE OR 6" BELOW FROST LINE FOR MAXIMUM DEPTH. 13. CONNECTIONS TO THE GROUND BUS SHALL NOT BE DOUBLED UP DR STACKED. BACK TO BACK CONNECTIONS ON OPPOSITE SIDES OF THE GROUND BUS ARE PERMITTED. 1 GENERAL NOTES 14. USE OF 90° BENDS IN THE PROTECTION GROUNDING CONDUCTORS SHALL BE AVOIDED WHEN 45° BENDS CAN BE ADEQUATELY SUPPORTED. 15. GROUND RING SHALL BE LOCATED A MINIMUM OF 30" BELOW GRADE OR 6" MINIMUM BELOW THE FROST LINE. 16. INSTALL GROUND CONDUCTORS AND GROUND ROD MINIMUM OF 1'-0" FROM EQUIPMENT CONCRETE PAD, SPREAD FOOTING, OR FENCE. 17. EXOTHERMIC WELD GROUND CONNECTION TO FENCE POST: TREAT WITH A COLD GALVANIZED SPRAY. 18. OBSERVE N.E.C. AND LOCAL UTILITY REQUIREMENTS FOR ELECTRICAL SERVICE GROUNDING 19. GROUNDING ATTACHMENT TO TOWER SHALL BE AS PER MANUFACTURER'S RECOMMENDATIONS OR AT GROUNDING POINTS PROVIDED (2 MINIMUM) 20. MAXIMUM RESISTANCE OF THE COMPLETED GROUND SYSTEM SHALL NOT EXCEED 5 OHMS. 21. MINIMUM BENDING RADIUS FOR GROUNDING CONDUCTORS IS 8" WHEN BENDING IS NECESSARY. GROUND CONDUCTORS ARE TO BE AS STRAIGHT AS POSSIBLE. 22. NO SPLICES PERMITTED IN GROUND CONDUCTORS. 23. ENSURE ALL MECHANICAL CONNECTORS ARE TORQUED TO THE MANUFACTURER'S SPECIFIED VALUES. 24. GROUND BARS SHALL NOT BE FIELD MODIFIED. 25. ALL HORIZONTAL FENCE SECTIONS TO BE GROUNDED WITH 8" SINGLE BARREL GROUND STRAPS. 26. USE PANI SCHEME FOR LOADING ON MOB AS DISCUSSED IN NSTD 119, 33 Sc 36. JUMPER REQUIRED ONLY FOR 1)'y"0 COAX OR FOR EASE OF CONNECTION (TYP.) CONNECTOR WEATHERPROOFING KIT (TYP.) REFER TO NOTE 2 TO ANTENNAS FROM ANTENNA FRAME SUPPORT FROM ANTENNA MAST AIR TERMINALS (WHEN REQUIRED) #2 AWG STRANDED, INSULATED COPPER CONDUCTOR. WEATHERPROOFING KIT (TYP.) STANDARD GROUND KIT (TYP.) REFER TO NOTE. ANTENNA CABLE IN CABLE TRAY TO EQUIPMENT LOCATION (TSP.) ANTENNA CABLE 12" TO 24" WEATHERPROOFING KIT (SEE NOTE 3) CABLE GROUND KI #6 AWG STRANDED COPPER GROUND WIRE (GROUNDED TO GROUND BAR) (SEE NOTE 1 & 2) 2-1/2"B MAX. CONNECTION OF COAX CABLE GROUND KIT TO ANTENNA CABLE COLLECTION GROUND BAR MOUNTED NEAR/BELOW ANTENNA. REFER TO DETAIL 5, THIS SHT. NOTES: #2 AWG STRANDED, INSULATED COPPER CONDUCTOR BONDED TO GROUND WIRE ALONG CABLE TRAY TO EXTERIOR GROUND BAR. 1. DO NOT INSTALL CABLE GROUND KIT 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. COAXIAL CABLE GROUND WIRE TO GROUND BAR CONNECTION NOT TO SCALE KEY NOTES: (E) TRANSMISSION TOWER O(N) VZW ANTENNA 0 (E) MASTER GROUND BAR FINAL GROUND LEAD TO (E) TOWER GROUND RING (E) VZW ANTENNA MOUNT (N) VZW RRUS GROUNDING, #2 AWG STRANDED GREEN INSULATED COPPER CONDUCTOR TO COLLECTION GROUND BAR AT ANTENNA LEVEL OF TOWER O(N) VZW TOWER MASTER GROUND BAR (N) VZW ANTENNA GROUNDING, #2 AWG STRANDED GREEN INSULATED COPPER CONDUCTOR TO COLLECTION GROUND BAR AT ANTENNA LEVEL OF TOWER (N) VZW COLLECTION GROUND BAR FINAL GROUND LEAD, #2 AWG STRANDED GREEN INSULATED COPPER CONDUCTOR TO MASTER GROUND BAR AT BASE OF TOWER (N) VZW COLLECTION GROUND BAR AT ANTENNA LEVEL (N) VZW SURGE PROTECTOR/OVP GROUNDING, #2 AWG STRANDED GREEN INSULATED COPPER CONDUCTOR TO COLLECTION GROUND BAR AT ANTENNA LEVEL OF TOWER ANTENNA GROUNDING PLAN STRANDED CU WIRE WITH GREEN, 600V, THHN/THWN INSULATION. SIZE AS SPECIFIED TWO -HOLE LUG, BOLTED TO GROUND BAR USING 4C-16 x 1Y4" STAINLESS STEEL HEX HEAD BOLTS AND HARDWARE. GROUND BAR ON WALL FLOOR OR ON ANTENNA TOWER CAD WELD WITH #2 AWG SOLID TINNED BARE CU WIRE OR STRANDED CU WIRE WITH GREEN, 600V, THHN/THWNI INSULATION TO ANTENNA STRUCTURE, BUILDING, RING GROUND OR MGB P 0 O 7S© >.�/AO O GROUND BAR S BOTTOM OF TOWERS OR MONOPOLES SHALL USE EXOTHERMIC CONNECTION. O PANI SCHEME SPECIFICATIONS: PRODUCER (PT CONNECTS TO WIRELESS EQUIPMENT CABINETS, CABLE ENTRANCE GROUND BAR (CEGB), MAIN DISTRIBUTION FRAME GROUND BAR (MDFB), AND STANDBY ENGINE -GENERATOR SET FRAME AND OTHER NOISE PRODUCING EQUIPMENT ABSORBER (A) CONNECTS TO THE EARTH ELECTRODE SYSTEM INCLUDING CENTRAL OFFICE GROUND GRID, BUILDING STRUCTURAL GROUND, METALLIC WATER PIPE SYSTEM, ANTENNA SUPPORTING STRUCTURE GROUND SYSTEM, AND ELECTRICAL SERVICE ENTRANCE GROUND NON-ISQLATED (N) CONNECTS TO EQUIPMENT NOT IN AN ISOLATED GROUND ZONE (IGZ) SUCH AS CBN EQUIPMENT FRAME GROUNDS AND DC GROUND CONDUCTORS FOR DC POWER SYSTEMS THAT SERVE CBN OR BOTH CBN AND IBN EQUIPMENT ISOLATED (I) CONNECTS TO THE SINGLE POINT CONNECTION BAR (SPCB), FOR IBN EQUIPMENT RECEIVED CITY OF TUKWILA GROUND BAR CONNECTION DETAI`IN 1iESOR NOT TO SCALE [ UUE COMPLIANCE_ GENERAL NOTES' 1. ALL CADWELD CONNECTIONS ON GALVANIZED SURFACES SHALL BE CLEANED THOROUGHLY AND COVERED WITH TWO (2) COATS OF SHERWIN WILLIAMS GALVANITE PAINT B350W3 OR EQUAL. 2. ALL ELECTRICAL CADWELD AND MECHANICAL GROUND CONNECTIONS WILL HAVE NON -OXIDATION COMPOUND APPLIED TO CONNECTION. 3. ANY METAL OBJECTS WITHIN 6 FEET OF THE EXTERNAL GROUND RING SHALL BE GROUNDED. 4. ALL GROUNDING MATERIALS AND CADWELD MOLDS, SHOTS, ETC., SHALL BE FURNISHED AND INSTALLED BY CONTRACTOR, UNLESS OTHERWISE NOTED. 5. THE ELECTRICAL CONTRACTOR SHALL FOLLOW GROUNDING SYSTEM INSTALLED AND TESTING PROCEDURE APP KUVtU DEC 0 7 2017 City of Tu BUILDING SCALE. 1/4' - 1'-0' (22x34), 1/8' - 1'-0' (11x17) 0 BITER #2 AWG STRANDED JUMPER W/ SHORT BARREL COMPRESSION LUGS (T&B #54205 OR #5407), USE STAR WASHERS, LOCK WASHERS, AND SHEET METAL SCREWS TO SECURE TO EXTERNAL GROUND BAR BY CONTRACTOR. COAXIAL GROUND KITS W/ LONG BARREL COMPRESSION LUGS W/ TWO (2) 45 BOLTS AND LOCK WASHERS (TSP.) SUPPLY AND INSTALLED BY CONTRACTOR. 7/6 DIA. (TYP.) 4" x 10" x (5" THK. COPPER GROUND BAR W/ 4" INSULATED STAND OFF. (HANGER #GBI-14410) SUPPLY AND INSTALL BY CONTRACTOR #2 AWG INSULATED STRANDED COPPER CONDUCTOR DOWNLEAD TO MASTER GROUND BAR OR OTHER FINAL GROUNDING POINT NOTE: REFER TO GROUND BAR CONNECTION DETAIL & NOTE. DETAIL 4 THIS SHEET. COLLECTION GROUND BAR SEAQ - PONCHO (4X4/RET) 163722 10581 BEACON AVE S TUKWILA, WA 98178 <<<C CAMP+ ASSOCIATES 19401 40TH AVE. W., SUITE 304 LYNNWOOD, WA 98036 PHONE: (425) 740-6392 FAX: (425) 224-1614 VVWW.CAMPASSOC.COM PROJECT MANAGER. EJC PREPARED BY. WJA APPROVED BY. EJC NOT TO SCALE SHEET. NUMBER E-1.0 PROJECT NUMBER PNW-P-016395 P�ii CONSULTING ENGINEERS TRANSMISSION TOWER STRUCTURAL LOAD ANALYSIS Verizon on SCL Tower Verizon Site: SEAQ -PONCHO SCL Site: DU 2/7 S 10581 Beacon Ave S Seattle, WA 98178 REVIEWED FOR CODE COMPLIANCE APPROVED MAY 21 2018 City of Tukwila BUILDING DIVISION REVISION N4:1_ Adapt, Inc. Job # WA18-20924-STR PSM Job # C18019 br 0313 2200 6TH AVENUE, #601 WWW.PSM-ENGINEERS.COM SEATTLE WASHINGTON 98121 USA RECEIVED CITY OF TUKWILA APR 20 2018 PERMIT CENTER April 19, 2018 PHONE 206-622-4580 FAX 206-622-0422 PS- Nil CONSULTING ENGINEERS April 19, 2018 Mr. K.V. Lew Adapt, Inc. PSM Job #C18019 Sub: Revision for the proposed Verizon equipment on the SEAQ -PONCHO latticed transmission tower (SCL DU 2/7 S) Ref: PSM SA Report under Job # C17007 Dear Mr. Lew: PSM performed a structural analysis on this tower under the proposed Verizon equipment with tip height at 50'0" elevation and our findings were described in a report dated May 26, 2017 (PSM job # C17007). Verizon is now proposing to replace their equipment at 46' rad center (antenna tip height at 50' elevation) with different equipment. Please see the attached documents (by others) for more information. The change reduces the total effective exposed wind area of the equipment that would be added to the tower, thereby reducing the wind loads on the tower. The change would thus impose lesser loads on the tower compared to what was included in our previous report. The conclusion of our previous report, therefore, is still valid: the existing tower and its foundation can adequately support the proposed Verizon antenna addition. We hope that our letter has served your purpose. Please feel free to call us with any questions or comments regarding the contents of this document. Thank you. Sincerely, Muni Vimawala, P.E., S.E. PSM Engineers 2200 6TH AVENUE, #601 WWW.PSM-ENGINEERS.COM SEATTLE WASHINGTON 98121 USA PHONE 206-622-4580 FAX 206-622-0422 PSM Engineers 2200 6th Ave., #601, Seattle, WA 98121 (E) Verizon rad (P) Verizon rad 206.622.4580 Equipment area comparison Total Qty area weight area weight (ft) (Ib) (ft) (Ib) 46 ft Existing antennas (per C17007 SA report) Existing Coax (6) Amphenol QUAD456W0000G antennas* 6 7.4 44.8 44.3 268.8 (6) 7/8" coax (6) Commscope JAHH-45C-R3B antennas* 6 9.2 80 55.0 481.2 (2) Hybrid Cable (3) Ericsson RRUS11 B13 3 2.3 50.0 7.0 150.0 (6) Ericsson RRUS12 B5 6 2.6 50.0 15.7 300.0 (3) Ericsson RRUS32 B2 3 1.7 22.0 5.2 66.0 (3) Ericsson RRUS32 B66A 3 1.5 30.4 4.6 91.3 (2) Raycap OVP6 2 3.2 32.0 6.3 64.0 (3) Valmont Sector Frame Mount 1 16.0 585.0 16.0 585.0 Total 154.1 2006.3 46 ft New proposed antennas New proposed Coax (9) JMA MX06FIT845-02 antennas* 9 10.3 51.0 92.3 459.0 (2) Hybrid Cable (existing) (3) Ericsson 4449 RRUs 3 2.9 70.0 8.8 210.0 (1) Hybrid. cable (proposed) (3) Ericsson 8843 RRUs 3 2.9 70.0 8.8 210.0 (3) Raycap OVP12 3 3.2 32.0 9.5 96.0 (3) Valmont Sector Frame Mount 1 16.0 585.0 16.0 585.0 Total 135.3 1560.0 * Verizon antennas tip height at 50'-0" www.psm-engineers.com C18019 Equipment area comparison.xlsx 0 f0 ment area corn W -, 0 0 t 0 r C17007 SA re 0 revious SA re Antennas use in (E) Verizon rad 00 N O O O M O N C' O 0 l0 O> (.0co m o o N N tD m O v ttfl ^ ,�� 7 a l0 eD CO 0 0 0 C 0 C co 0 0 N O N C L l L!1 (,/ m CO 0 u) Co I • N Ln N N Gil N N -4 a-1 m 1p r -i lD 1.0 m LO M m N -1 0) C c f▪ a 0 O O O 111 0 0 N 0 E Commscope JAHH-45C-R3B antennas* Ericsson RRUS11 B13 Ericsson RRUS12 B5 Ericsson RRUS32 B2 Ericsson RRUS32 B66A Valmont Sector Frame Mount lD VD m lD m m N m r,.. T a p a 9 Y O O O O O O cl•V O O M � N t7 m CO 00 N U1 al 00 00 cn N osed antennas (P) Verizon rad 0 0 0 0 0 00 m n 0 N O O6 N N m cl m CO .-i e-+ N C C a) C N O 00 F lD O X 2 2 rn N Q Q U T f0 * Verizon antennas tip height at 50'-0" C17007 002 Equipment area comparision.xlsx www.psm-engineers.com 206.622.4580 WEST > Pacific > Pacific Northwest > Seattle > PONCHO - Taylor, Krystal - krystal.taylor@verizonwireless.com - 03/22/2018 12:54:31 Project Detail Location Information Site Type Macro Siterra Site ID# 1073152 Carrier Aggregation false Site Name PONCHO MPT Id Siterra SR# eCIP-0 false E-NodeB ID# 000069 Project Name MANUAL Modification ENTRY - 2444280 PSLC# 163722 RFDS Project ID 86723 Switch Name Project ID 2444280 Tower Owner Site Traker Project ID Tower Type Utility pole/tower RFDS Project Scope Street Address S. 109th St and Beacon Ave S. City Tukwila State WA Zip Code 98178 County King Latitude 47.505922 / 47 30' 21.31" N Longitude -122.270661 / 122 16' 14.37" W PONCHO - Taylor, Krystal - krystal.taylor@verizonwireless.com - 03/22/2018 12:54:31 Antenna Summary Added Antennas V O, 'Removed Antennas 0 N V (NI et Retained Antennas O' Inst. Type • U � I a l Inst. Type U v) >- P. a PHYSICA L U U v) >- a, U C >- a. l cu a. F CA ra et C4 C.- g et false false false C4 W g er C4 C4 Q) A w w a false Vii w h w tai w a _ �7 G Q an N,% L MMOL N N ••.N.,-L ,M nL . _M �N N•• N �� QMMrnQ�--i--, Nin QM ,n c ^N C') �•--• Vl I MOL ^- N Q L N M O Azimuth 125(D2) 335(D1),23 0(D3) c� Q ,n -, rn N — QM Le-, M O Azimuth Tip Height 0 Cn Tip Height 0 kr) 0 ,n 0 ,n 0 ,n Tip Height Centerline Centerline 0, c Centerline Model MX06FIT845-02 v 'a 0 g HBX-6516DS- VTM OODT_1920 (179733) HBX-6516DS- VTM 02DT_1920 (179735) LNX-6515DS- VTM 02DT_0750 (17958- 0) LNX-6515DS- VTM 05DT_0750 (17958- 6) Model et et v) U3 w a ,¢ cu .x ANDREW ANDREW w ae ANDREW cu c> ;4 N .4 v) '" oL N ra v) y+ v) >- oLU N r7 oW _i v) >- to -j oGz7 , 14 ogog °:UQ CUQ og" -c. UQ Wv) 000 a >-,000 W J LU 0000 .4 op oc�UQ cog o'�oUQ op o'coU< LU oa Cl) > W of v) >- v) LU r=7 o4 PONCHO - Taylor, Krystal - krystal.taylor@verizonwireless.com - 03/22/2018 12:54:31 Equipment Summary las iQuantity I t• Removed Non Antennas Quantity 24 Retained Non Antennas Quantity Inst. Type PHYSICAL PHYSICAL PHYSICAL PHYSICAL PHYSICAL Inst. Type PHYSICAL Inst. Type Cable Size Cable Size Cable Size Z - bL c U ] SOL .0 c U,1 Cable Length Model 4449 18843 P. > 0 a > 0 Model Model Make ERICSSON ERICSSON RAYCAP RAYCAP • el G et G Location Tower J. 0 0 H Tower Shelter Tower 0 O G G+ 0 .� Tower Location 2100 LTE 2100 LTE ow ?-o:' F. J 1900 LTE 1900 LTE co r4 o e_, °: J 1900 CDMA 1900 CDMA d dog ON O -.0 850 LTE 850 LTE o� 000 850 CDMA 850 CDMA d g op o'oo U 700 LTE 700 LTE ow oa Equipment T 'e RRU HTTA Box HTTA Box Hybrid Cable Equipment Type Coaxial Cables Equipment T e PONCHO - Taylor, Krystal - krystal.taylor@verizonwireless.com - 03/22/2018 12:54:31 Services 700 MHZ LTE Current Version: Proposed Version: 0002 0000 Sector D 1 D2 D3 DI D2 D3 Azimuth 335 125 230 335 125 230 Cell/ENode B ID 000069 000069 000069 Antenna Model LNX-6515DS- VTM 05DT 0750 (179586) LNX-6515DS- VTM 02DT 0750 (179580) LNX-6515DS- VTM 05DT 0750 (179586) MX06FIT845- 02_750MHZ 5DT_PORT1_ VP (1531386VP) MX06FIT845- 02 750MHZ 5DT_PORTI_ V (1531386) MX06F1T845- 02 750MHZ 5DT_PORTI_ VP (153138-6) Antenna Make ANDREW ANDREW ANDREW JMA WIRELESS JMA WIRELESS JMA WIRELESS Centerline(Ft) 46 46 46 46 46 46 Mechanical DT(Deg.) 0 0 0 0 0 0 Electrical DT 5 2 5 5 5 5 Tip Height 50 50 50 50 50 50 TMA make TMA model RRU make RRU model # of Tx, Rx Lines 2,2 2,2 2,2 4,4 4,4 4,4 Position 2100 MHZ LTE Current Version: Proposed Version: 0000 0002 Sector D1 D2 D3 D1 D2 D3 Azimuth _ 335 125 230 335 125 230 Cell/ENode B ID 000069 000069 000069 Antenna Model HBX-6516DS- VTM 02DT 1920 (179735) HBX-6516DS- VTM OODT 1920 (179733) HBX-6516DS- VTM 02DT 1920 (179735) MX06FIT845- 02_2100MHZ 2DT_PORT5 v2P (1531365) MX06FIT845- 02 2100MHZ 2DT_PORT5 V2P (1531363) MX06FIT845- 02 2100MHZ 2DT_PORT5 V2P (1531365) Antenna Make ANDREW ANDREW ANDREW JMA WIRELESS JMA WIRELESS JMA WIRELESS Centerline(Ft) 47.9 47.9 47.9 Mechanical DT(Deg.) 0 0 0 46 46 46 0 0 0 Electrical DT 2 0 2 2 - 2 2 Tip Height 50 50 50 50 50 50 TMA make TMA model RRU make RRU model # of Tx, Rx Lines 2,2 2,2 2,2 4,4 4,4 4,4 Position 900iMHZ?[TE Current Version: Proposed Version: 0002 Sector D 1 D2 D3 Azimuth 335 125 230 Cell/ENode B ID 000069 000069 000069 Antenna Model MX06FIT845- 02 1900MHZ 2DT_PORT5 V2P(1531345) MX06FIT845- 02 1900MI-IZ 2DT_PORT5 V2P(1531345) MX06FIT845- 02 1900MHZ 2DT_PORT5 V2P(1531345) Antenna Make JMA WIRELESS JMA WIRELESS JMA WIRELESS Centerline(Ft) 46 46 46 Mechanical DT(Deg.) 0 0 0 Electrical DT 2 2 2 Tip Height 50 50 50 TMA make TMA model RRU make RRU model # of Tx, Rx Lines 4,4 4,4 4,4 Position Sector Azimuth Cell/ENode B ID Antenna Model. Antenna Make Centerline(Ft) Mechanical DT(Deg.) Electrical DT Tip Height TMA make TMA model RRU make RRU model # of Tx, Rx Lines Position ..ii;kWthiA .53��:�.,r• Current Version: Proposed Version: 0002 Dl D2 D3 335 125 230 000069 000069 000069 MX06FIT845- 02 2I00MHZ 2DT_PORT5 V2P (1531365) MX06FIT845- 02 2100MHZ 2DT_PORT5 V2P (1531365) MX06FIT845- 02 2100MHZ 2DT_PORT5 V2P(1531365) JMA WIRELESS JMA WIRELESS JMA WIRELESS 46 46 46 0 0 0 2 2 2 ' 50 50 50 4,4 4,4 4,4 Sector Azimuth Cell/ENode B ID Antenna Model Antenna Make Centerline(Ft) Mechanical DT(Deg.) Electrical DT Tip Height TMA make TMA model RRU make RRU model # of Tx, Rx Lines Position '850VIH4I; Current Version: Proposed Version: 0002 DI. D2 D3 335 125 230 000069 000069 000069 MX06FIT845- 02 850MHZ SDT_PORT1_ V2P (1531397) MX06FIT845- 02 850MHZ_5DT_PORTI_ V2P (1531397) MX06FIT845- 02 850MHZ 5DT_PORTI_ V2P (1531397) JMA WIRELESS JMA WIRELESS JMA WIRELESS 46 46 46 0 0 0 5 5 5 50 50 50 4,4 4,4 4,4 Service Comments PONCHO - Taylor, Krystal - krystal.taylor@verizonwireless.com - 03/22/2018 12:54:31 signs Per Antenna - Proposed cts 0 31 GHz Callsigns 28 GHz Callsigns 2100 Callsigns WQVP237 WQGB232 ,WQGD67 6 WQVP237 WQGB232 ,WQGD67 6 GA G bi R FU WPVC983, WQZG682 WPVC983, WQZG682 y OA y CZ in CQ ooc U KNKA215 KNKA215 700 Callsigns WQJQ694 Regulator y Power 333.29 365.44 318.29 200.35 400.70 N en M 206.02 182.72 N ri M V 0 I NCO 1/4c V 4 V V s V'1 4 ,r, (.1 -. v) .-4 to ,n CA to rn CO +r g44' t H O O O O O O O O O co r. 64 Ell N N N N N to Ln N kn .N 7[�.. Q5 : Z M M M M O N O N O N O N O N en M M en M M CL'a� OA r�r 50ft/15.24 m 50ft/15.24 m N o Otn „+ N Q� O. N O. C 50ft/15.24 m N o O = N C'-. C O G 50ft/15.24 m Centerline O 46ft/14.02 m 46ft/14.02 m N 46ft/14.02 m O 46ft/14.02 m 46ft/14.02 m 46ft/14.02 m Model MX06FIT845- 02_1900MHZ_2 DT PORTS V2 P (1531345) MX06FIT845- 02 2100MHZ 2 DT PORTS V2 P (1531365) MX06FIT845- 02_1900MHZ_2 DT PORTS V2 P (15- 31345) MX06FIT845- 02_2100MHZ_2 DT PORTS V2 P (1531365) MX06FIT845- 02 2100MHZ 2 DT - PORTS V2 P (15- 31365) MX06FIT845- 02 850MHZ SD T P- ORTI V2P (15- 31397) MX06FIT845- 02 750MHZ SD T PORT1 V2P (15- 31386) MX06FIT845- 02_2100MHZ 2 DT PORTS_V2 P (1531365) MX06FIT845- 02 850MHZ SD T PORT1 V2P (15- 31397) Y ea R g JMA WIRELES S JMA WIRELES S JMA WIRELES S JMA WIRELES JMA WIRELES S JMA WIRELES S JMA WIRELES S JMA WIRELES S JMA WIRELES S L O co C/4 A _en A A en A en A en A en A _ A _ A WQGB232 ,WQGD67 6 WQVP237 WPVC983, WQZG682 WI N i WQJQ694 WQJQ694 128.18 0 N 00 M M O O N 400.70 N en en V 206.02 d' V vi V N kri O O O O O O N N N N M M N — N "" N ^' N --" N ^-- N 0 N 0 p _ N kr; O& N O NN kr; O 50ft/ 15.24 m O ati.W 46ft/14.02 m Cl 46ft/14.02 m O 46ft/14.02 m MX06FIT845- 02_750MHZ_ 5D T PORT1 V2P (15- 31386) MX06FIT845- 02 1900MHZ 2 DT - PORT5_V2 P (1531345) MX06FIT845- 02_2100MHZ_2 DT PORTS V2 P (1531365) MX06FIT845- 02 2100MHZ 2 DT - PORTS V2 P (1531365) MX06FIT845- 02 850MHZ SD T PORT1 V2P (15- 31397) MX06FIT845- 02 750MHZ SD T P- ORT1 V2P (15- 31386) JMA WIRELES S JMA WIRELES S JMA WIRELES S JMA WIRELES S JMA WIRELES S JMA WIRELES S — N Q N Q N Q N Q N Q PONCHO - Taylor, Krystal - krystal.taylor@verizonwireless.com - 03/22/2018 12:54:31 Callsigns Callsigns Market Radio Code Marke t Numb er Block State Count y Licensee Name Wholl y Owne d Total MHZ Freq Range 1 Freq Range 2 Freq Range 3 Freq Range 4 Regul atory Power Thres hold (W) POPS/ Sq Mi Status Projec t Action KNKA215 Seattle -Everett, CL CMAO B WA King Seattle SMSA No • 25.000 835.00 880.00 846.50 891.50 433.42 500 912.9 Active Added WA 20 Limited 0- 0- 0- 0 - Partnership 845.00 890.00 849.00 894.00 0 0 0 0 WPLM427 Seattle- LD BTA41 A WA King Nextlink Yes 850.00 27500. .000- .000- .000- 912.9 Active Tacoma, WA 3 Wireless, LLC 0 000- .000 .000 .000 28350. 000 WPVC983 Seattle CW MTAO B WA King Verizon Yes 10.000 1870.0 1950.0 .000- .000- 333.29 1640 912.9 Active Added 24 Wireless 00- 00- .000 .000 (VAW) LLC 1875.0 1955.0 00 00 WQGB232 Seattle- AW BEA! B WA King Verizon Yes 20.000 1720.0 2120.0 .000- .000- 200.35 1640 912.9 Active Added Tacoma- 70 Wireless 00- 00- .000 .000 Bremerton, (VAW) LLC 1730.0 2130.0 WA 00 00 WQGD676 Seattle -Everett, AW CMAO A WA King Verizon Yes 20.000 1710.0 2110.0 .000- .000- 200.35 1640 912.9 Active Added WA 20 Wireless 00- 00- .000 .000 (VAW) LLC 1720.0 2120.0 00 00 WQJQ694 West WU REAO C WA King Cellco Yes 22.000 746.00 776.00 .000- .000- 206.02 1000 912.9 Active Added 06 Partnership 0- 0- .000 .000 757.00 787.00 0 0 WQVP237 Seattle- AT BEA1 J WA King Cellco Yes 10.000 .000- 2170.0 .000- .000- 400.70 1640 912.9 Active Added Tacoma- 70 Partnership .000 00- .000 .000 Bremerton, 2180.0 WA 00 WQZG682 Seattle CW MTA0 B WA King Verizon Yes 10.000 1875.0 1955.0 .000- .000- 333.29 1640 912.9 Active Added 24 Wireless 00- 00- .000 .000 (VAW) LLC 1880.0 1960.0 00 00 m ce 0 F U w N K O H U w I____ o ° CIo T o11 ° 0 um iom o C ® ° EMI ° O a ® m C= c C ® a E — c" C E O C O U U -a,�r Z 0 NWF T°' a 0c vU Z -11) .8 D Q a O F H c ate O N' SEAQ— PONCHO (4X4/RET) 1837221, 10581 BEACON AVE 8 TUKWILA, WA 98118 (C CAMP+ ASSOCIATES ::t,aslai e14 www camPAssoc.com PROJECT MANAGER. cc PREPARED BY. APPROVED BY. rs !!!!; ;;; SHEET NAME TITLE SHEET ig |1- PRO.ECT =BEA PNW-P-016395 ;§;}§ CONFIDENTIAL AND PROPRIETARY Not for disclosure outside VERIZON WIRELESS without permission_ verizonv , 1 SEAQ -PONCHO (4X4/R ET) SCL TOWER# DU2/7S LOCATION CODE: 163722 PROJECT NUMBER: PNW-P-016395 10581 BEACON AVE S TUKWILA, WA 98178 LAT: 47° 30' 21.31" N 122° 16' 14.37" W ELEVATION: ±292' AMSL AREA MAP AERIAL VIEW ' Ad • e7,x 5 h» SITE Y ,1...,s. SITE F S• 1 i MI F • • uY clw.a srrN,..c. II. - \ - . _. •.Z . ''4`�„ > �,„.,u 11 ...AI II DRIVING DIRECTIONS FROM VFRIZON WIRE) FSA (T240 15WTW OVF SF RFI I FVIIF WA)• DEPART 3245 158TH AVE SE. BELLEVUE. WA 98008 ON 158TH AVE SE (SOUTH—WEST). TURN RIGHT (WEST) ONTO SE EASTGATE WAY. TURN LEFT (WEST) ONTO RAMP. TAKE RAMP (LEFT) ONTO I-90 [MOUNTAINS TO SOUND GREENWAY—I-90) AT EXIT 2B, TAKE RAMP (LEFT) ONTO I-5AT EXIT 158, TURN RIGHT ONTO RAMP. KEEP LEFT TO STAY ON RAMP. TURN LEFT (EAST) ONTO S BOEING ACCESS RD. ROAD NAME CHANGES TO S RYAN WAY, TURN RIGHT (SOUTH) ONTO 51ST AVE S. TURN RIGHT (WEST) ONTO 5 109TH ST, ARRIVE 10581 BEACON AVE 5, SEATTLE, WA 98178 PROJECT SUMMARY §r&Jy 2- i(2 ) §@�)\} \ k k)t{\§§ . El - 2' =§ q - §2 _ _ \))\} \( ) §! : ( _ ; X. \W�� \ §i `� 5 @®§$ _ C82a \ . . ) ) § § \\ ( „ e( ® ;e § ( , . | k ( . ( / b | k ■ n _ | ■ § L ; 2 § § | - \ k m : / k\�I;) \ _ §(2\\ §\§ )� ` --- }z @EE -zzz� �s zsa "*222 ,7:-''-_-,'. *2 ` i ''' )§§ ())7 CODE COMPLIANCE WASHINGTON STATE CODE COMPLIANCE: 2015 INTERNATIONAL BUILDING CODE (IBC) (WAG 51-50) 2015 INTERNATIONAL FIRE CODE (IFPA) (WAG 51-54A) 2015 INTERNATIONAL RESIDENTIAL CODE (IRC) (WAC 51-51) 2015 INTERNATIONAL MECHANICAL CODE (IMC) (WAC 51-52) 2015 WASHINGTON STATE ENERGY CODE COMMERCIAL (WSEC) 2015 WASHINGTON STATE ENERGY CODE APPENDIX (WSEC) 2015 UNIFORM PLUMBING CODE (UPC) (WAC 51.560) 2017 WASHINGTON CITIES ELECTRICAL CODE (WCEC) 2017 ELECTRICAL SAFETY STANDARDS, ADMINISTRATION AND INSTALLATION, EFFECTIVE JULY 2017 (WAG 296-468) ENVIRONMENTALLY CRITICAL AREAS REGULATIONS (ECA) 'SHEET INDEX ARCHITECTURAL !2 \ \ @5§Z k !a§R!]e\ ; /§!)/§7} ) /\}j§}\§]} ()n i}} - \\\w \\)jk \m2 E SIGNATURE BLOCK DATE SIGNATURE TITLE CONSTRUCTION MANAGER RF ENGINEER REAL ESTATE SITE ACQUISITION PROPERTY OWNER TOWER OWNER O i. SEAQ- PONCHO (4X4/RET) 198744 10681 BEACON AVE 8 TU XWLA, WA 88178 OC CAMP+ ASSOCIATES PHONE; (425)740.133{. 025)224,0,4 2 2 2. 36 LW 8855 SHEET NAME GENERAL NOTES SHEET NUMBER SP -1.0 PROECT MAI ER PNW-P-016395 .!;:2;, o 33339 2. 36 LW N AP SEAQ - PONCHO (4X4/RET) 189722 10581 BEACON AVE 8 TUKWILA, WA 08178 CAMP+ ASSOCIATES las� ?tr aw ax:((L ;voneu qm 1 g o. Q LEGAL DESCRIPTION N ae S SLS._ Beacon Ave S C, VICINITY MAP 0 w C7 W J S F U 0 A U 1 S S Q • S 0 • 0 0 8 0 0 S 0 xt R0°FFT' U -11111111 0 Z W CD W J 8 S R OVERALL SITE PLAN SCALE r - 20 1225941, r - 40' 1115171 qm 1 g o. Q LEGAL DESCRIPTION N ae S SLS._ Beacon Ave S C, VICINITY MAP 0 w C7 W J S F U 0 A U 1 S S Q • S 0 • 0 0 8 0 0 S 0 xt R0°FFT' U -11111111 0 Z W CD W J 8 S R OVERALL SITE PLAN SCALE r - 20 1225941, r - 40' 1115171 tUOZ!JGA 8 8 8 PT 8 a 0 8 8 8 8 8 8 R 8 8 8 8 9 8 8 9 b b b b 2 8 8 8 8 8 8 8 8 8 8 th 8 a 8 hh mm 0W a fgOX i CL v 9 Q 8,0 Q�a 585 1 a Z z W < la 3 N a E3 O oa it z J CI. r. Z Z Q -. W o C 00. 0- CC g am N 35 'ba 'y_ Wl` G�. iy OU EXISTING ANTENNA PLAN SCALE. 1/O • f-0. 122x94), 1/8• • P -C• nlxm AJOZIJGA -„m m aF •Ce, A, S ot gra 6 $u so Gm 87, ,i Zhi r,,,, / \ , - rte ./`, Vr�l 4 ,._ � ./_Nc' V _4/ . to N, O i H < W W M �a a R Z 0 H r. w J w H a Wg 0 W q a O.a a r • R z 0 I- > W J w H E WO w. o z. 4 z. ~ ? W m O .i ISO SEAQ - PONCHO 14X4/RET) 188722 10581 BEACON AVE 8 TUKWILA, WA 88178 (C CAMP+ ASSOCIATES e.j4W)LYNNWOODA..8081E 3.az: »1eu NAVA/ CAMPASSOC COM PROJECT MANAGER. cc PREPARED BY. w. I I APPROVED BY. cc I s555i P gigli 68868 B 1 ill llB SHEET NAME DETAILS SHEET NUMBER A-4.0 PROJECT NURSER PNW-P-016395 7;m SITE PRO BBPM-K1 DETAIL 0 0 z J _ w C7 z F= z 0 i z w' H z 0 NOT USED CO 2 2 0 vE 8 O ISOMETRIC VIEW H _ H w 0 z H z 0 i a 0 0 H 0 w H 0 2 a w cc co to M M 0 0 D_ 0 >- Q cc 0) w F- 0 z J cc w z w C7 C C I C 5 C r. —J H w 0 a. > 0 a 0 } O a O 2 0 0 O 010 'i SEAQ - PONCHO (4X4/RET) 185722 10581 BEACON AVE 8 TUKWILA, WA 88178 (C CAMP+ ASSOCIATES a a 33� PROJECT MANAGER• LK IPREPARED BY• w• I APPROVED BY• rs I � SHEET NAME RF INTERCONNECT DIAGRAM SHEET NUMBER A-5.0 PROJECT M86EB PNW-P-016395 .g 6 5 6 8 1 8 mai i� CC 0 O r - u CC 0 O U U F0 RF INTERCONNECT DIAGRAM pUOZ!JGA \ Q■ 3 mitaa =| ■ f ■N0 ■% mgromfmrmini 111=■ \L \ /) KEY NOTES: #Q � s■ mira Doo ammm o.d! § 1 48 /,/y \| 9 J! \I\} §§ 3VM ) | B | MASTER GROUND BAR CONNECTION DETAIL AND NOTES COLLECTION GROUND BAR § n ( | `1 § .,§!, ANTENNA GROUNDING PLAN SCALE• 114 - P-0. (22x30, t/8• - P-0• 111r17) uCANIPtASSOCIATES November 28, 2017 City of Tukwila Community Development Department - Permit Center 6300 Southcenter Blvd., #100 Tukwila, WA 98188 r - Re: Type I Wireless Communications Facility and Building permit application/ minor modification for existing Verizon Wireless antenna facility on utility tower known as "Poncho"; at 10581 Beacon Ave. S., Tukwila, WA 98178 (Parcel # 6874201170) Dear Reviewing Parties, Verizon Wireless is seeking to improve coverage in Tukwila, and upgrade the existing facility to provide enhanced voice and data services to the area. As part of the current upgrade effort, Verizon Wireless is proposing the following modifications at the above captioned site located on an existing utility tower on Seattle City Light property. Specifically, this modification will entail replacing (12) existing panel antennas on the tower, removing (18) existing coaxial cables on the tower, installing (15) Remote Radio Units (RRUs) behind the antennas on the tower, installing (2) surge protectors on the tower and (2) surge protectors at the existing ground equipment cabinets, and installing (2) new hybrid fiber cables on the tower. Please consider this as a formal request to approve the attached Type I review/building permit as a proposed minor modification, which qualifies as an Eligible Facilities Request in accordance with Section 6409/47 CFR § 1.40001. Per this Federal regulation, a minor modification is one that involves the addition or replacement of antennas that does not involve a substantial change to the site. A substantial change to a cell tower -mounted site, according to the regulation, is one that involves one of the following: • An increase in tower height of 10% or 20 feet, whichever is greater; Response There would be no increase in tower height. RECEIVED CITY OF TUKWILA DEC 01 2011 • Antennas extending horizontally 20 feet or more from the edge of the towPERMIT CENTER Response REVIEWED FOR The replacement antennas will extend from the tower the same distance as th COMPLIANCE antennas. APPROVED • The addition of 4 or more equipment cabinets or an additional shelter DEC 0 7 21317 19401 40th Ave West, Suite 304 Lynnwood WA 98036 L - 0373 City of Tukwila BUILDING DIVISION Response • There will be no additional equipment cabinets. As the proposed modification, does not meet any of the criteria for a "substantial change", it is a minor modification in the context of the regulation, and is thus an eligible facilities request. Based on a filing date of approximately December Pt, 2017, the projected FCC deadline for a decision is February 1st, 2018. A copy of the FCC rule for Section 6409 Applications (47 CFR § 1.40001) is also attached for your information. Our goal is to submit a complete application so that the permit can be issued in fewer than 60 days. However, should there be any questions regarding the submitted materials or anything related to the existing or proposed site development, I may be reached at jim.bartaAcampassoc.com, or by phone at (503) 327-6448. When the application is received, if you could please let me know so I can note the peiinit case number. Thank you, games C. Sarta James Barta Camp + Associates Applicant on behalf of Verizon Wireless Request for Minor Modification Verizon Wireless site ref "Poncho" Page 2 of 2 Title 47 — Chapter I —÷ Subchapter A — Part 1 — Subpart CC — §1.40001 Title 47: Telecommunication PART 1—PRACTICE AND PROCEDURE Subpart CC—State and Local Review of Applications for Wireless Service Facility Modification §1.40001 Wireless Facility Modifications. (a) Purpose. These rules implement section 6409 of the Spectrum Act (codified at 47 U.S.C. 1455), which requires a State or local government to approve any eligible facilities request for a modification of an existing tower or base station that does not substantially change the physical dimensions of such tower or base station. (b) Definitions. Terms used in this section have the following meanings. (1) Base station. A structure or equipment at a fixed location that enables Commission -licensed or authorized wireless communications between user equipment and a communications network. The term does not encompass a tower as defined in this subpart or any equipment associated with a tower. (i) The term includes, but is not limited to, equipment associated with wireless communications services such as private, broadcast, and public safety services, as well as unlicensed wireless services and fixed wireless services such as microwave backhaul. (ii) The term includes, but is not limited to, radio transceivers, antennas, coaxial or fiber-optic cable, regular and backup power supplies, and comparable equipment, regardless of technological configuration (including Distributed Antenna Systems and small-cell networks). (iii) The term includes any structure other than a tower that, at the time the relevant application is filed with the State or local government under this section, supports or houses equipment described in paragraphs (b)(1)(i) through (ii) of this section that has been reviewed and approved under the applicable zoning or siting process, or under another State or local regulatory review process, even if the structure was not built for the sole or primary purpose of providing such support. (iv) The term does not include any structure that, at the time the relevant application is filed with the State or local government under this section, does not support or house equipment described in paragraphs (b)(1)(i)-(ii) of this section. (2) Collocation. The mounting or installation of transmission equipment on an eligible support structure for the purpose of transmitting and/or receiving radio frequency signals for communications purposes. (3) Eligible facilities request. Any request for modification of an existing tower or base station that does not substantially change the physical dimensions of such tower or base station, involving: (i) Collocation of new transmission equipment; (ii) Removal of transmission equipment; or (iii) Replacement of transmission equipment. (4) Eligible support structure. Any tower or base station as defined in this section, provided that it is existing at the time the relevant application is filed with the State or local government under this section. (5) Existing. A constructed tower or base station is existing for purposes of this section if it has been reviewed and approved under the applicable zoning or siting process, or under another State or local regulatory review process, provided that a tower that has not been reviewed and approved because it was not in a zoned area when it was built, but was lawfully constructed, is existing for purposes of this definition. (6) Site. For towers other than towers in the public rights-of-way, the current boundaries of the leased or owned property surrounding the tower and any access or utility easements currently related to the site, and, for other eligible support structures, further restricted to that areainproximity to the structure and to other transmission equipment already deployed on the ground. (7) Substantial change. A modification substantially changes the physical dimensions of an eligible support structure if it meets any of the following criteria: (i) For towers other than towers in the public rights-of-way, it increases the height of the tower by more than 10% or by the height of one additional antenna array with separation from the nearest existing antenna not to exceed twenty feet, whichever is greater; for other eligible support structures, it increases the height of the structure by more than 10% or more than ten feet, whichever is greater; (A) Changes in height should be measured from the original support structure in cases where deployments are or will be separated horizontally, such as on buildings' rooftops; in other circumstances, changes in height should be measured from the dimensions of the tower or base station, inclusive of originally approved appurtenances and any modifications that were approved prior to the passage of the Spectrum Act. (ii) For towers other than towers in the public rights-of-way, it involves adding an appurtenance to the body of the tower that would protrude from the edge of the tower more than twenty feet, or more than the width of the tower structure at the level of the appurtenance, whichever is greater; for other eligible support structures, it involves adding an appurtenance to the body of the structure that would protrude from the edge of the structure by more than six feet; (iii) For any eligible support structure, it involves installation of more than the standard number of new equipment cabinets for the technology involved, but not to exceed four cabinets; or, for towers in the public rights-of-way and base stations, it involves installation of any new equipment cabinets on the ground if there are no pre- existing ground cabinets associated with the structure, or else involves installation of ground cabinets that are more than 10% larger in height or overall volume than any other ground cabinets associated with the structure; (iv) It entails any excavation or deployment outside the current site; (v) It would defeat the concealment elements of the eligible support structure; or (vi) It does not comply with conditions associated with the siting approval of the construction or modification of the eligible support structure or base station equipment, provided however that this limitation does not apply to any modification that is non- compliant only in a manner that would not exceed the thresholds identified in § 1.40001(b)(7)(i) through (iv). (8) Transmission equipment. Equipment that facilitates transmission for any Commission -licensed or authorized wireless communication service, including, but not limited to, radio transceivers, antennas, coaxial or fiber-optic cable, and regular and backup power supply. The term includes equipment associated with wireless communications services including, but not limited to, private, broadcast, and public safety services, as well as unlicensed wireless services and fixed wireless services such as microwave backhaul. (9) Tower. Any structure built for the sole or primary purpose of supporting any Commission -licensed or authorized antennas and their associated facilities, including structures that are constructed for wireless communications services including, but not limited to, private, broadcast, and public safety services, as well as unlicensed wireless services and fixed wireless services such as microwave backhaul, and the associated site. (c) Review of applications. A State or local government may not deny and shall approve any eligible facilities request for modification of an eligible support structure that does not substantially change the physical dimensions of such structure. (1) Documentation requirement for review. When an applicant asserts in writing that a request for modification is covered by this section, a State or local government may require the applicant to provide documentation or information only to the extent reasonably related to determining whether the request meets the requirements of this section. A State or local government may not require an applicant to submit any other documentation, including but not limited to documentation intended to illustrate the need for such wireless facilities or to justify the business decision to modify such wireless facilities. (2) Timeframe for review. Within 60 days of the date on which an applicant submits a request seeking approval under this section, the State or local government shall approve the application unless it determines that the application is not covered by this section. (3) Tolling of the timeframe for review. The 60 -day period begins to run when the application is filed, and may be tolled only by mutual agreement or in cases where the reviewing State or local government determines that the application is incomplete. The timeframe for review is not tolled by a moratorium on the review of applications. (i) To toll the timeframe for incompleteness, the reviewing State or local government must provide written notice to the applicant within 30 days of receipt of the application, clearly and specifically delineating all missing documents or information. Such delineated information is limited to documents or information meeting the standard under paragraph (c)(1) of this section. (ii) The timeframe for review begins running again when the applicant makes a supplemental submission in response to the State or local government's notice of incompleteness. (iii) Following a supplemental submission, the State or local government will have 10 days to notify the applicant that the supplemental submission did not provide the information identified in the original notice delineating missing information. The timeframe is tolled in the case of second or subsequent notices pursuant to the procedures identified in this paragraph (c)(3). Second or subsequent notices of incompleteness may not specify missing documents or information that were not delineated in the original notice of incompleteness. (4) Failure to act. In the event the reviewing State or local government fails to approve or deny a request seeking approval under this section within the timeframe for review (accounting for any tolling), the request shall be deemed granted. The deemed grant does not become effective until the applicant notifies the applicable reviewing authority in writing after the review period has expired (accounting for any tolling) that the application has been deemed granted. (5) Remedies. Applicants and reviewing authorities may bring claims related to Section 6409(a) to any court of competent jurisdiction. [80 FR 1269, Jan. 8, 2015] PSIN1 CONSULTING ENGINEERS TRANSMISSION TOWER STRUCTURAL ANALYSIS REPORT Verizon on SCL Tower Verizon Site: SEAQ -PONCHO SCL Site: DU 2/7 S 10581 Beacon Ave S Seattle, WA 98178 REVIEWED FOR CODE COMPLIANCE APPROVED DEC 0 7 2017 City of Tukwila BUILDING DIVISION Adapt, Inc. Job # WA17-20924-STR PSM Job # C 17007 2200 6TH AVENUE. 4601 WW.PSM-ENGINEERS.COM SEATTLE WASHINGTON 98121 USA RECEIVED CITY OF TUKWILA DEC 012011 PERMIT CENTER May 30, 2017 PHONE 206-622-4580 FAX 206-622-0422 PM CONSULTTNG ENGINEERS May 30, 2017. Mr. K.V. Lew Adapt, Inc. Sub: Structural investigation of the SEAQ -PONCHO latticed transmission tower for loads due to proposed Verizon antennas Reference codes: Dear Mr. Lew: International Building Code 2015 National Electrical Safety Code 2012 TIA-222-G Structural Standard for Antenna Supporting Structures and Antennas Enclosed herewith please find the Structural Analysis Report for a Seattle City Light (SCL) square latticed transmission tower known as DU 2/7 S per SCL. Verizon refers to this site as SEAQ -PONCHO. The analysis is performed with the intent of satisfying the structural analysis requirements specified in the Seattle City Light memorandum concerning 115/230 kV transmission towers. The following SCL guidelines have been addressed herein. ▪ NESC medium wind, NESC extreme wind, broken conductor and NESC extreme ice with concurrent wind load conditions were investigated per the "SCL Transmission Line Design Criteria" document with specified overload factors. • The fall protection load cases have been considered in addition to the load criteria and load cases defined for this tower. • The said tower has been analyzed with 33ksi yield steel and ultimate shear capacity of bolt with 26ksi as prescribed per the aforementioned SCL document. • The existing tower foundation has been checked. • Tower deflections have been checked. • All main tower connections and net sections have been checked. • Combined member stresses due to equipment, coax support and fall protection loadings have been checked. The report includes structural analysis of the existing tower to check effects of additional loads on the tower due to Verizon antennas. Computer inputs and outputs for NESC loads are attached in the report. Our analysis shows the tower and foundations can adequately support the proposed Verizon antenna addition. Please feel free to call us with any questions or comments regarding the contents of this document. Thank you. Sincerely, Muni Vimawala, P.E., S.E. PSM Engineers 2201) 6TH AVENUE. 4601 WWW.PSM-ENGINEERS.COM PHONE 206-622-4580 SEATTLE WASHINGTON 98121 USA r A x 206-622-0422 PSK CONSULTING ENGINEERS Introduction This report concerns the structural ramifications of a proposed antenna change out to an existing Seattle City Light (SCL) square latticed transmission tower located near 10581 Beacon Ave S, Seattle, WA 98178. The tower in question is numbered DU 2/7 S per SCL, with a type C body and type C-6 arms. This is a non -tangent tower with a line angle of 17.5 degrees. Verizon refers to this site as SEAQ -PONCHO. This tower had been previously analyzed by PSM Engineers several times under job numbers C05555, C08094, C09016, C11011, and C13021. All analyses were carried out to check feasibility of antenna change outs, with the last analysis performed in April, 2013 under C13021. PSM has used that analysis for validity and reference for the current analysis. Appurtenance Information The following appurtenances were considered in this analysis: Table 1. Appurtenances Included in Analysis Elevation (ft) Description Carrier Condition 123'-6" (3) Kathrein 840 10054 Clearwire Existing 123'-6" Valmont frame Clearwire Existing 123'-6" (12) 1-5/8" coax Clearwire Existing 123'-6" (5) 1/2" Home Run cables Clearwire Existing 123'-0" (2) Andrew PX2F-52 MW dishes Clearwire Existing 123'-0" (4) Dragonwave Horizon Duo radios Clearwire Existing 123'-0" (4) Dragonwave Dual Pole Radio mounts or equivalent Clearwire Existing 123'-0" Valmont mount Clearwire Existing 50'-0" (6) Amphenol QUAD456W0000G antennas* Verizon Proposed 50'-0" (6) Commscope JAHH-45C-R3B antennas* Verizon Proposed 50'-0" (3) Ericsson RRUS11 B13 Verizon Proposed 50'-0" (6) Ericsson RRUS12 B5 Verizon Proposed 50'-0" (3) Ericsson RRUS32 B2 Verizon Proposed 50'-0" (3) Ericsson RRUS32 B66A Verizon Proposed 50'-0" (2) Raycap OVP6 Verizon Proposed 50'-0" (3) Valmont Sector Frame Mount Verizon Existing 50'-0" (6) 7/8" coax Verizon Existing 50'-0" (2) Hybrid Cable Verizon Proposed * Verizon antennas tip height at 50'-0" Verizon has total 24 coax on the tower out of which (18) 7/8" coax must be removed during the proposed installation. All other antennas and coax not shown in the above chart must be removed from the tower before installation of the new equipment. 2200 6TH AVENUE, 3601 WWW.PSM-ENGINEERS.COM PHONE 206-622-4580 SEATTLE WASHINGTON 98121 USA FAX 206-622-0422 PSM CONSULTING ENGINEERS Reference codes International Building Code 2015 National Electrical Safety Code 2012 TIA-222-G Structural Standard for Antenna Supporting Structures and Antennas Load Cases The following load cases were considered in the analysis of the latticed tower per the "SCL Transmission Line Design Criteria" document with specified overload factors from our last analysis. This specific tower is unique in that it supports three guy wires from a nearby transmission pole. The fall protection load cases are considered in addition to the load criteria and load cases defined for this tower. National Electrical Safety Code (NESC-2012) (i) Medium load condition (rule 250B): dead load, 0.25" radial ice, 4 psf wind pressure and maximum working conductor tension of 14,500 lbs. Overload factors: 2.5 for wind related loads, 1.5 for weight related loads and 1.65 for wire tension related loads. The top guy resists 9,000 lbs and the bottom two guys 500 lbs each. (ii) Extreme wind (rule 250C): dead load, 18.5 psf wind pressure based on 85 mph basic wind speed and exposure C, and maximum working tension of 14,500 lbs. Overload factor of 1.25 is used for all loads. The top guy resists 7,200 lbs and the bottom two guys 500 lbs each. (iii) Broken conductor: medium load condition as in (i) and any two conductors broken with resulting tension of 9,000 lbs each. Overload factors: 1.0 for conductor tension loads, 1.75 for wind related loads and 1.25 for weight related loads. The top guy resists 9,000 lbs and the bottom two resist 500 lbs each. (iv) Extreme ice with concurrent wind (rule 250D): Rule 250D will never govern design in Seattle area (and most of Washington). Rule 250D states that for this region, the required ice thickness and wind pressure are 0.25" and 2.3 psf respectively. Rule 250B, medium loading, requires 0.25" of ice and 4 psf wind. Furthermore, the load factors applied to 250B loading are much greater than the factors applied to 250D loading. Thus we can conclude that rule 250D will never control design for towers in this region. (v) Fall protection loads: Leg members with maximum stress under rule 250B were checked under a vertical load of 3.6K (SD). A 3.6K (SD) vertical load was applied to a node on tower arm that would result in the most critical effect on the tower under rule 250B. Appropriate adjustments to the load factors were applied in each case, but the approach is still very conservative. Please see attached spreadsheets for load values. Model The analysis program "TOWER" by Power Line Systems, Inc. was used to evaluate this tower. A previous analysis performed by PSM job #C13021, in April of 2013, has been used as the basis for tower model and existing loading and analysis. It is assumed in the analysis that the tower has not been changed since our last ?SIMI CONSULTING ENGINEERS analysis. It is also assumed in the analysis that the tower is in good condition without rust or any other deterioration. Foundation information was taken from SCL sheet TD -10123. The conductor type was found on the aforementioned SCL design criteria sheet. Conductor and ground wire spans were taken from SCL sheet TE - 5168. All information referenced in this paragraph is contained in PSM report C05555. SCL suggests the use of 33 ksi as the yield stress due to field research showing that high strength steel was not always installed as prescribed. Therefore, all tower members were modeled with the lesser stress. A value of 26 ksi was used for the ultimate shear capacity of the existing 3/4" diameter bolts. All values were per SCL's design criteria. Please see the attached printouts for further information regarding the TOWER program input. Coax Guidelines All coax, including existing, must be attached to the tower per SCL's guidelines (see attached). Coax are to be periodically bundled and lashed to the interior of the tower leg to reduce exposed area and torsion on the existing legs. We recommend a maximum of (12) coax per leg. The existing climbing leg (with step bolts) is to remain empty of coax. Following these guidelines virtually eliminates all torsional effects on individual legs. However, as a precautionary measure, the weight and project area of the cable bundles are included in the global tower analysis. Results Our analysis shows that the structure performs adequately under all four loading conditions; NESC medium wind loadings, NESC extreme wind loadings, the broken conductor load case and NESC extreme ice with concurrent wind load case. None of the members are overstressed and connections are loaded less than their respective capacities. The maximum usages are 59.4% for the legs and 99.7% for the braces. The maximum foundation loads per our analysis are 154.7kips in compression, 101.5kips in uplift and 31.9kips in transverse shear. The foundations were originally designed for 223kips in compression, 159.kips in uplift and 33kips in transverse shear. Therefore, the foundation capacity is adequate by comparison and assuming an adequate initial design. Maximum deflection under extreme wind loading was roughly 0.4% of the tower height, which is adequate as it is less than 1%. Combined stresses due to antenna, coax attachment and fall protection loadings have also been checked and deemed acceptable for the existing tower. The antennas are conservatively assumed to be mounted on legs at the midpoint between the joints resulting in the maximum combined stresses. The legs are found to be adequate under the combined stresses. It is assumed that the antenna frame mounts need to have stabilizer rods going back to the tower attached within l'-6" distance from a tower node on leg. CONSULTING ENGINEERS Conclusion The existing tower, with new antennas, has been analyzed with the load cases specified above. All members performed adequately under all loading conditions. The tower and foundation can adequately support the proposed Verizon antenna addition. This analysis is invalid if any additional items are attached to the tower. In such a case a separate, supplemental structural analysis will be necessary. PSM Engineers 2200 6th Ave Suite 601, Seattle, WA 98121 OFFICE (206) 622-45801 FAX (206) 622-0422 JOB: C17007 (Verizon) SEAQ -PONCHO DATE: 26 May 2017 BY: MV SUBJECT: Latticed Transmission Tower Load Calcs J.oad Calculations for Transmission Lattice Tower Der NESC & SCL Design Criteria Load Cases: Load Case Description Case 1 - Case 2 - Case 3 - NESC Medium Loading; Wind = 4 psf, Ice = 0.25 in NESC Extreme Wind; Wind = 85 mph NESC Medium Loading; Two Broken Conductors Ice (in), ICE Overload Factor - Wind, OLFwd Overload Factor - Weight, OLFwt Overload Factor - Wire Tension, OLFwr Wind Pressure (psf), WP Wind Load on Wire (plf), WLW Case 1 Case 2 Case 3 0.25 2.50 1.50 1.65 4.0 0.609 1.25 1.25 1.25 18.5 1.76 0.25 1.75 1.25 1.00 4.0 0.609 Load Summation and Summary Note 1. All forces in units of lbs. Note 2. Cable loads applied to one tower leg as point loads. Case 1 Case 2 Case 3 Tower Weight Factor 1.50 1.25 1.25 Conductor Vertical Load 7736 5347 5257 Conductor Transverse Load 8699 7352 5377 Antenna Type 1 Vertical Load 630 345 525 Antenna Type 1 Transverse Load 371 753 260 Antenna Type 2 Vertical Load 263 119 219 Antenna Type 2 Transverse Load 121 228 85 Broken Conductor Vertical Load - - 1690 Broken Conductor Transverse Load - - 5224 Broken Conductor Longitudinal Load - - 9000 Note 1. All forces in units of lbs. Note 2. Cable loads applied to one tower leg as point loads. Tower Description Conductor Type Suspension Basic Wind Speed (mph) Conductor Angle, Plan (deg), ANGp/ Conductor Angle, Vert. North (deg), ANGvtn Conductor Angle, Vert. South (deg), ANGvts Conductor Half Span, North (ft), SPn Conductor Half Span, South (ft), SPs Conductor Weight (plf), CNDWT Conductor Weight w/ Ice (plf), CNDWTice Max. Working Conductor Tension (Ib), MWCT Broken Conductor Tension (Ib), BCT Antenna Description Type 1 Mounting Type Elevation (ft) Projected Area (ft2), Aant Projected Area w/ Ice (ft2), Aantice Weight (Ib), WTant Weight w/ Ice (Ib), WTantice Antenna Quantity per Mount, Nant Mount Proj. Area (ft2), Amnt Mount Proj. Area w/ Ice (ft2), Amntice Mount Weight (lb), WTmnt Mount Weight w/ Ice (Ib), WTmntice Mount Quantity 795 kcmil ACSR, "Mallard" (2) L = 7.5 ft, assumed wt = 300 lb 85 17.6 6.000 6.000 6.000 6.000 586 594 143 300 1.2351 1.8595 14500 9000 <---- w/ Ice <---- w/ Ice <---- weight span <---- weight span Kathrein 84010054 + Kathrein 860 10025 RETs 10' Valmont Wireless Frame 123.5 4.11 4.40 32 40 3 8 10 180 300 1 Type 2 Mounting Type Elevation (ft) Projected Area (ft2), Aant Projected Area w/ Ice (ft2), Aantice Weight (Ib), WTant Weight w/ Ice (Ib), WTantice Antenna Quantity per Mount, Nant Mount Proj. Area (ft2), Amnt Mount Proj. Area w/ Ice (ft2), Amntice Mount Weight (Ib), WTmnt Mount Weight w/ Ice (Ib), WTmntice Mount Quantity 2' Andrew MW dish + 2' radios Valmont 83114 & 81332 123.5 4.15 4.55 35 75 1 2 3 60 100 2 Antenna Cable Description Type Diameter (in), D Weight (lb / ft), WTcbl Proj. Area (ft2 ft) Proj. Area w/ Ice (ft2 ft) Weight (lb / ft) Weight w/ Ice (lb / ft) Quantity, Ncbl Case 1 Force (lb / ft) . Case 2 Case 3 10-16 homeru 0.98 0.995 0.08 0.12 1.00 1.38 5 n 3.08 10.33 4.72 6.22 2.16 8.61 Equivalent . Type Diameter (in), D Weight (lb / ft), WTcbl Proj. Area (ft2 / ft) Proj. Area w/ Ice (ft2 / ft) Weight (lb / ft) Weight w/ Ice (lb / ft) Quantity, Ncbl 1.625" coax 1.98 0.8 0.17 0.21 0.80 1.49 12 Case 1 Force (lb / ft) Case 2 Case 3 12.40 26.88 22.91 12.00 8.68 22.40 Load Case 1- NESC Medium Loading Tower Wind (psf), FCTWP 10.0 OLFwd * WP Antenna Tvoe 1 Weight (Ib) 630 OLFwt * (WTant/ce * Nant + WTmntice) Transverse Wind (Ib) 371 FCTWP * (CT *Aantice * Nant + LT *Amntice) Antenna Type 2 Weight (Pb) 263 OLFwt * (WTantice * Nant + WTmntice) Transverse Wind (Pb) 121 FCTWP * (Cf * Aantice * Nant + Cr * Amntice) Conductor Weight, North (Ib) Weight, South (Pb) Transverse Wind, North (Pb) Transverse Wind, South (Ib) Vert. due to MWCT, North (Ib) Vert. due to MWCT, South (Ib) Trans. due to MWCT (Pb) D/ 12 * Ncbl/2 * OLFwd * WP (0+2 *ICE)/12 *Ncbl/2 *OLFwd * WP WTcbl * Ncbl * OLFwt (57 * Pi * [((D + 2 * ICE)/ 2)^2 - (D/2)^2)) + WTcbl) * Ncbl * OLFw D/ 12 * Ncbl/ 2 * OLFwd * WF (D + 2 * ICE)/ 12 * Ncbl/2 * OLFwd * Wf WTcbl * Ncbl * OLFwt (57 * Pi * [((D + 2 * ICE)/ 2)^2 - (D/2)^2)) + WTcbl) * Ncbl * OLFw 1657 OLFwt * SPn * CNDW77ce 837 OLFwt * SPS * CNDWTice 892 OLFwd * SPn *WLW 218 OLFwd * SPS * WLW 2619 OLFwr * (MWCT2 - TRANSn 2)'5 * s/n(ANGvtn) 2623 OLFwr * (MWCT2 - TRANSs1)'S * cos(ANGvts) * tan(ANGvtn) / cos(ANGp/) 7589 OLFwr * MWCT * cos(ANGvtn) * tan(ANGp/)/ cos (ANGvts, Load Case 2 - NESC Extreme Wind Tower Transverse wind (psf) 23.14257813 OLFwd * WP Antenna Tyoe 1 Weight (Pb) 345 OLFwt * (WTant * Nant + WTmnt) Transverse Wind (Pb) 753 FCTWP * (Cf *Aant * Nant + Cf *Amnt) Antenna Type 2 Weight (Ib) 119 OLFwt * (WTant * Nant + WTmnt) Transverse Wind (Ib) 228 FCTWP * (Cf * Aant * Nant + Cf * Amnt) Conductor Weight, North (Pb) Weight, South (Pb) Transverse Wind, North (Pb) Transverse Wind, South (Pb) Vert. due to MWCT, North (Pb) Vert. due to MWCT, South (Pb) Trans. due to MWCT (Ib) Load Case 3 - NESC Medium Loading; Two Broken Conductors Tower Transverse wind. (psf) OLFwd * WP Antenna Tvoe 1 Conductor 7.0 Weight, North (Pb), CNDwtn Weight, South (Pb), CNDwts Weight (Pb) 525 OLFwt * (WTantice * Nant + WTmnt/ce) Transverse Wind (Pb) 260 FCTWP * (Cf * Aantice * Nant + Cf *Amntice) Antenna Type Z Transverse Wind, North (Pb) Transverse Wind, South (Pb) Vert. due to MWCT, North (Pb) Vert. due to MWCT, South (Pb) Trans. due to MWCT (Pb) Weight (Pb) 219 OLFwt * (Wrantice * Nant + WTmnt/ce) Transverse Wind (Pb) 85 FCTWP * (Cf * Aantice * Nant + CT *Amntice) Broken, Vertical, North (Ib) Broken, Vertical, South (Pb) Broken, Longitudinal, North (Pb) Broken, Longitudinal, South (Pb) Broken, Transverse, Max (Pb) 917 OLFwt *SPn * CNDWT 463 OLFwt * SPs * CNDWT 1288 OLFwd * SPn * WLW 314 OLFwd * SPs * WLW 1980 OLFwr * (MWCT2 - TRANSn 2)s * s/n(ANGvtn) 1987 OLFwr * (MWCT2 - TRANSs2)'S * cos(ANGvts) * tan(ANGvtn) / cos(ANGp/) 5750 OLFwr * MWCT * cos(ANGvtn) * tan(ANGpI)/ cos (ANGvts, 1381 OLFwt * SPn * CNDW77ce 697 OLFwt * SPs * CNDWTIce 625 OLFwd * SPn * WLW 152 OLFwd * SPs * WLW 1589 OLFwr * (MWCT2 - TRANSn2)'5 *s/n(ANGvtn) 1590 OLFwr * (MWCT2 - TRANSs2)'5 * cos(ANGvts) * tan(ANGvtn) / cos(ANGp/) 4600 OLFwr * MWCT * cos(ANGvtn) * tan(ANGpI) / cos (ANGvts, 1690 1006 8951 8532 625 CNDwtn + 100/ SPs * 1.33 * CNOwd CNDwts + 100/SPn * 1.33 * CNDwtr OLFwr * BCT * cos(ANGvtn) OLFwr * BCT * cos(ANGvts) * cos(ANGp/, OLFwr * BCT * cos(ANGvts) * s/n(ANGp/; PSM ENGINEERS 2200 6th Ave Suite 601, Seattle, WA 98121 OFFICE (206) 622-4580 / FAX (206) 622-0422 JOB: C17007 (Verizon) SEAQ -PONCHO DATE: 26 May 2017 BY: MV SUBJECT: Latticed Transmission Tower Load Calcs )Load Calculations for Transmission Lattice Tower ner NESC & SCL Desian Criteria Load Cases: Load Case Description Case 1 - NESC Medium Loading; Wind = 4 psf, Ice = 0.25 in Case 2 - NESC Extreme Wind; Wind = 85 mph Case 3 - NESC Medium Loading; Two Broken Conductors Ice (in), ICE Overload Factor - Wind, OLFwd Overload Factor - Weight, OLFwt Overload Factor - Wire Tension, OLFwr Wind Pressure (psf), WP Wind Load on Wire (plf), WLW Case 1 Case 2 Case 3 0.25 2.50 1.50 1.65 4.0 0.609 1.25 1.25 1.25 18.5 1.76 0.25 1.75 1.25 1.00 4.0 0.609 Load Summation and Summary Note 1. All forces in units of lbs. Note 2. Cable loads applied to one tower leg as point loads. Case 1 Case 2 Case 3 Tower Weight Factor 1.50 1.25 1.25 Conductor Vertical Load 0 0 0 Conductor Transverse Load 0 0 0 Antenna Type 1 Vertical Load 1798 1102 1498 Antenna Type 1 Transverse Load 974 2027 682 Antenna Type 2 Vertical Load 541 367 451 Antenna Type 2 Transverse Load 262 574 183 Broken Conductor Vertical Load - - 0 Broken Conductor Transverse Load - - 0 Broken Conductor Longitudinal Load - - 0 Note 1. All forces in units of lbs. Note 2. Cable loads applied to one tower leg as point loads. Tower Description Conductor Type Suspension Basic Wind Speed (mph) Conductor Angle, Plan (deg), ANGp/ Conductor Angle, Vert. North (deg), ANGvtn Conductor Angle, Vert. South (deg), ANGvts Conductor Half Span, North (ft), SPn Conductor Half Span, South (ft), SPs Conductor Weight (plf), CNDWT Conductor Weight w/ Ice (plf), CNDWTice Max. Working Conductor Tension (Ib), MWCT Broken Conductor Tension (Ib), BCT Antenna Description Type 1 Mounting Type Elevation (ft) Projected Area (ft2), Aant Projected Area w/ Ice (ft2), Aantice Weight (Ib), WTant Weight w/ Ice (Ib), WTant/ce Antenna Quantity per Mount, Nant Mount Proj. Area (ft2), Amnt Mount Proj. Area w/ Ice (ft2), Amntice Mount Weight (Ib), WTmnt Mount Weight w/ Ice (Ib), WTmntice Mount Quantity (6) Amphenol QUAD456W0000G + (6) Commscope JAHH-45C-R3B (3) Valmont Sector Frame Mounts 47.2 38.74 40.10 297 423 1 16 20.75 585 775 3 <---- w/ Ice <---- w/ Ice <---- weight span <---- weight span Type 2 Mounting Type Elevation (ft) Projected Area (ft2), Aant Projected Area w/ Ice (ft2), Aantice Weight (Ib), WTant Weight w/ Ice (Ib), WTantice Antenna Quantity per Mount, Nant Mount Proj. Area (ft2), Amnt Mount Proj. Area w/ Ice (ft2), Amntice Mount Weight (Ib), WTmnt Mount Weight w/ Ice (Ib), WTmnt/ce Mount Quantity (3) RRUS11 B13 + (6) RRUS12 B5 + (3) RRUS32 B2 + (3) RRUS32 B66A + (2) Raycap OVP6 Same as Type 1 47.2 15.51 16.35 294 361 1 0 0 0 0 3 Antenna Cable Description Type Diameter (in), D Weight (lb / ft), WTcbl Proj. Area (ft// ft) Proj. Area w/ Ice (ft/ ft) Weight (lb / ft) Weight w/ Ice (lb / ft) Quantity, Ncbl (6) 7/8" coax 1.09 0.33 0.09 0.13 0.33 0.75 11.5 Case 1 Force (lb / ft) Case 2 Case 3 + (2) Hybrid Cable 7.62 12.88 12.09 4.74 5.33 10.73 Load Case 1- NESC Medium Loading Tower Wind (psf), FCTWP 10.0 OLFwd * WP Antenna Tvoe 1 Weight (Ib)1798 OLFwt * (Wrantice * Nant + WTinntice) Transverse Wind (Ib) 974 FCTWP * (Q * Aantice * Nant + a *Amnt/ce) Antenna Tvoe 2 Weight (Ib) 541 OLFwt * (WTantice * Nant + WTmnt/ce) Transverse Wind (Ib) 262 FCTWP * (L7` * Aant/ce * Nant + a *Amnt/ce) Equivalent Conductor Weight, North (Ib) Weight, South (Ib) Transverse Wind, North (lb) Transverse Wind, South (Ib) Vert. due to MWCT, North (Ib) Vert. due to MWCT, South (lb) Trans. due to MWCT (lb) D/ 12 * Ncbl/2 * OLFwd * WP (D +2 *ICE)/12 *Ncbl/2 *OLFwd *WP WTcbl * Ncbl * OLFwt (57 * Pi * [((D + 2 * ICE) /2)^2 - (D/2)^2)] + WTcbl} * Ncbl * OLFw 0 OLFwt * SPn * CNDWTice 0 OLFwt * SPs * CNDWTice 0 OLFwd * SPn *WLW 0 OLFwd * SPs * WLW 0 OLFwr * (MWCT2 - TRANSn 2)5 * sin(ANGvtn) 0 OLFwr * (MWCT2 - 7RANSs2)'5 * cos(ANGvts) * tan(ANGvIn)/cos(ANGp/) 0 OLFwr * MWCT * cos(ANGvtn) * tan(ANGp/) / cos (ANGvts, Load Case 2 - NESC Extreme Wind Tower Transverse wind (psf) 23.14257813 OLFwd * WP Antenna Type 1. Weight (Ib) 1102 OLFwt * (WTant * Nant + WTmnt) Transverse Wind (Ib) 2027 FCTWP * (Cf *Aant *Nant +Cf *Amnt) Antenna Tvoe 2 Weight (Ib) 367 OLFwt * (WTant * Nant + WTmnt) Transverse Wind (Ib) 574 FCTWP * (Cf *Aant * Nant + CY * Amnt) Conductor Weight, North (Ib) Weight, South (Ib) Transverse Wind, North (Ib) Transverse Wind, South (Ib) Vert. due to MWCT, North (Ib) Vert. due to MWCT, South (Ib) Trans. due to MWCT (Ib) Load Case 3 - NESC Medium Loading; Two Broken Conductors Tower Transverse wind (psf) OLFwd * WP Antenna Tyne 1 Conductor 7.0 Weight, North (Ib), CNDwtn Weight, South (Ib), CNDwts Weight (Ib) 1498 OLFwt * (WTantice * Nant + WTmntice) Transverse Wind (Ib) 682 FCTWP * (CT * Aantice * Nant + CY *Amntice) Antenna Tvoe 2 Transverse Wind, North (Ib) Transverse Wind, South (Ib) Vert. due to MWCT, North (Ib) Vert. due to MWCT, South (Ib) Trans. due to MWCT (Ib) Weight (Ib) 451 OLFwt * (WTantice * Nant + WTmntice) Transverse Wind (Ib) 183 FCTWP * (LY *Aantice * Nant + CY *Amntice) Broken, Vertical, North (Ib) Broken, Vertical, South (Ib) Broken, Longitudinal, North (Ib) Broken, Longitudinal, South (lb) Broken, Transverse, Max (Ib) 0. OLFwt * SPn * CNDWT 0 OLFwt * SPs * CNDWT 0 OLFwd * SPn *WLW 0 OLFwd * SPs * WLW 0 OLFwr * (MWCT2 - TRANSn 2 ) 5 * sin(ANGvtn) 0 OLFwr * (MWCT2 - TR.NSs2) •5 * cos(ANGvts) * tan(ANGvtn) / cos(ANGp/) 0 OLFwr * MWCT * cos(ANGvtn) * tan(ANGp/) / cos (ANGvts, 0 OLFwt * SPn * CNDW17ce 0 OLFwt * SPS * CNDW77ce 0 OLFwd * SPn * WLW 0 OLFwd * SPs * WLW 0 OLFwr * (MWCT2 - TRANSn2) 5 *s/n(ANGvtn) 0 OLFwr * (MWCT - TRANSs2) 5 * cos(ANGvts) * tan(ANGvtn) / cos(ANGp/) 0 OLFwr * MWCT * cos(ANGvtn) * tan(ANGp/)/ cos (ANGvts, 0 0 0 0 0 CNDwtn + 100/ SPs * 1.33 * CNDwt CNDwts + 100/ SPn * 1.33 * CNDwtr OLFwr * BCT * cos(ANGvtn) OLFwr * BCT * cos(ANGvts) * cos(ANGpI) OLFwr * BCT * cos(ANGvts) * s/n(ANGp/, 01 55 m 0 J O N = C U m 2 C O 'CUt a ' a n V1 w C`. N N N H O 1 N LI N.N p N p Q U - N f L- o °J mTz • 0 N 0 N C N N W C Z=C7"‹ Wa'L, W< 04 N N ( N 0 a N w N N W U 0 Tower Information Q .. n a_ M of O O V M M N O • ,n M O O N • N N V N N M W v C Q I r".7 . N O 7 O` b b m Ci 0 0 0 00 N W v Z .. 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W y O N O M M O O n N N ,O m p O v a 3 v , m , U U t L $ 2 40: M4cN�'r�?o O h a m % O W a L E; 0.,00.Orn N (- l C N . . b OO N N ' 3 c r 00 • b r O N U L co 00 V 0,5„, ,O ry n n T N N N ance Descriptio M M N N 0' v • v • v v v v a a Project Name : C17007 - Verizon SEAQ -PONCHO (SCL DU2/7 S) Project Notes: C I C-6 -- 50' Body with 30-35-32.5-30 Leg Extensions Project File : V:\317006_C17007 - Transmission tower (Verizon) SEAQ Pncho - SCL (PSM C13021)\2) SMVE\Engineering\c17007 seaq poncho-scl.tow Date run : 3:29:54 PM Friday, May 26, 2017 by : Tower Version 9.20 Licensed to : PSM Successfully performed nonlinear analysis Member check option: ASCE 10 Connection rupture check: Not Checked Crossing diagonal check: Fixed Loads from file: v:\317006_c17007 - transmission tower (verizon) seaq pncho - scl (psm c13021)\2) smve\engineering\c17007 loads.lca *** Analysis Results: Maximum element usage is 99.70% for Angle "g68P" in load case "8. Broken w/ NESC Med. - AF" Maximum insulator usage is 62.67% for Suspen "1" in load case "1. NESC Medium Wind" Summary of Joint Support Reactions For All Load Cases: Load Case Joint Long. Tran. Vert. Shear Tran. Long. Vert. Bending Found. Label Force Force Force Force Moment Moment Moment Moment Usage (kips) (kips) (kips) (kips) (ft -k) (ft -k) (ft -k) (ft -k) 1. NESC Medium Wind -35S -14.67 -10.26 -57.70 17.90 0.00 0.00 0.00 0.00 0.00 1. NESC Medium Wind -32S 8.16 -16.87 -76.60 18.74 0.00 0.00 0.00 0.00 0.00 1. NESC Medium Wind -30AS -29.87 -28.63 146.12 41.37 0.00 0.00 0.00 0.00 0.00 1. NESC Medium Wind -30BS 19.88 -19.57 111.23 27.90 0.00 0.00 0.00 0.00 0.00 2. NESC Extreme Wind -35S -19.86 -19.87 -88.39 28.10 0.00 0.00 0.00 0.00 0.00 2. NESC Extreme Wind -32S 12.76 -21.82 -88.27 25.28 0.00 0.00 0.00 0.00 0.00 2. NESC Extreme Wind -30AS -27.02 -25.30 136.52 37.02 0.00 0.00 0.00 0.00 0.00 2. NESC Extreme Wind -30BS 23.88 -25.09 126.20 34.64 0.00 0.00 0.00 0.00 0.00 3. NESC Extreme Wind @ 45 Degrees -35S -25.44 -22.97 -101.53 34.28 0.00 0.00 0.00 0.00 0.00 3. NESC Extreme Wind @ 45 Degrees -32S 2.30 -10.72 -39.74 10.96 0.00 0.00 0.00 0.00 0.00 3. NESC Extreme Wind @ 45 Degrees -30AS -31.94 -29.32 154.71 43.36 0.00 0.00 0.00 0.00 0.00 3. NESC Extreme Wind @ 45 Degrees -30BS 11.61 -12.19 72.62 16.84 0.00 0.00 0.00 0.00 0.00 4. Broken w/ NESC Med. - AB -35S -13.43 -12.22 -64.62 18.15 0.00 0.00 0.00 0.00 0.00 4. Broken w/ NESC Med. - AB -32S 0.35 -4.62 -14.78 4.63 0.00 0.00 0.00 0.00 0.00 4. Broken w/ NESC Med. - AB -30AS -23.74 -25.14 125.79 34.58 0.00 0.00 0.00 0.00 0.00 4. Broken w/ NESC Med. - AB -30BS 8.81 -6.19 40.69 10.77 0.00 0.00 0.00 0.00 0.00 5. Broken w/ NESC Med. - AC -35S -16.22 -9.80 -64.77 18.95 0.00 0.00 0.00 0.00 0.00 5. Broken w/ NESC Med. - AC -32S -1.78 -6.93 -18.33 7.15 0.00 0.00 0.00 0.00 0.00 5. Broken w/ NESC Med. - AC -30AS -21.58 -26.93 124.75 34.51 0.00 0.00 0.00 0.00 0.00 5. Broken w/ NESC Med. - AC -30BS 11.59 -4.50 45.43 12.43 0.00 0.00 0.00 0.00 0.00 6. Broken w/ NESC Med. - AD -35S -13.47 -11.79 -62.46 17.90 0.00 0.00 0.00 0.00 0.00 6. Broken w/ NESC Med. - AD -32S 0.33 -5.08 -17.11 5.09 0.00 0.00 0.00 0.00 0.00 6. Broken w/ NESC Med. - AD -30AS -23.75 -24.61 123.24 34.20 0.00 0.00 0.00 0.00 0.00 6. Broken w/ NESC Med. - AD -30BS 8.89 -6.82 43.70 11.21 0.00 0.00 0.00 0.00 0.00 7. Broken w/ NESC Med. - AE -35S -16.24 -9.35 -62.46 18.74 0.00 0.00 0.00 0.00 0.00 7. Broken w/ NESC Med. - AE -32S -1.82 -7.37 -20.72 7.59 0.00 0.00 0.00 0.00 0.00 7. Broken w/ NESC Med. - AE -30AS -21.56 -26.41 122.21 34.10 0.00 0.00 0.00 0.00 0.00 7. Broken w/ NESC Med. - AE -30BS 11.63 -5.03 48.05 12.67 0.00 0.00 0.00 0.00 0.00 8. Broken w/ NESC Med. - AF -35S -13.52 -11.31 -60.30 17.63 0.00 0.00 0.00 0.00 0.00 8. Broken w/ NESC Med. - AF -32S 0.27 -5.51 -19.27 5.52 0.00 0.00 0.00 0.00 0.00 8. 8. 9. 9. 9. 9. 10. 10. 10. 10. 11. 11. 11. 11. 12. 12. 12. 12. 13. 13. 13. 13. 14. 14. 14. 14. 15. 15. 15. 15. 16. 16. 16. 16. 17. 17. 17. 17. 18. 18. 18. 18. Broken Broken Broken Broken Broken Broken Broken Broken Broken Broken Broken Broken Broken Broken Broken Broken Broken Broken Broken Broken Broken Broken Broken Broken Broken Broken Broken Broken Broken Broken Broken Broken Broken Broken Broken Broken Broken Broken Broken Broken Broken Broken w/ w/ w/ w/ w/ w/ w/ w/ w/ w/ w/ w/ w/ w/ w/ w/ w/ w/ w/ w/ w/ w/ w/ w/ w/ w/ w/ w/ w/ w/ w/ w/ w/ w/ w/ w/ w/ w/ w/ w/ w/ w/ NESC NESC NESC NESC NESC NESC NESC NESC NESC NESC NESC NESC NESC NESC NESC NESC NESC NESC NESC NESC NESC NESC NESC NESC NESC NESC NESC NESC NESC NESC NESC NESC NESC NESC NESC NESC NESC NESC NESC NESC NESC NESC Med. Med. Med. Med. Med. Med. Med. Med. Med. Med. Med. Med. Med. Med. Med. Med. Med. Med. Med. Med. Med. Med. Med. Med. Med. Med. Med. Med. Med. Med. Med. Med. Med. Med. Med. Med. Med. Med. Med. Med. Med. Med. AF AF BC BC BC BC BD BD BD BD BE BE BE BE BF BF BF BF CD CD CD CD CE CE CE CE CF CF CF CF DE DE DE DE DF DF DF DF EF EF EF EF Summary of Joint Support Reactions Load Case - 30AS -23.67 -24.04 120.44 33.73 0.00 0.00 0.00 0.00 - 30BS 8.92 -7.30 46.22 11.53 0.00 0.00 0.00 0.00 - 355 -13.46 -11.78 -62.43 17.89 0.00 0.00 0.00 0.00 - 32S 0.29 -5.03 -17.08 5.04 0.00 0.00 0.00 0.00 - 30AS -23.69 -24.63 123.14 34.18 0.00 0.00 0.00 0.00 - 30BS 8.86 -6.72 43.46 11.12 0.00 0.00 0.00 0.00 - 35S -10.61 -13.62 -59.70 17.27 0.00 0.00 0.00 0.00 - 32S 2.51 -3.35 -16.21 4.19 0.00 0.00 0.00 0.00 - 30AS -25.90 -22.33 121.89 34.20 0.00 0.00 0.00 0.00 - 30BS 6.00 -8.86 41.10 10.70 0.00 0.00 0.00 0.00 - 35S -13.48 -11.34 -60.13 17.62 0.00 0.00 0.00 0.00 - 32S 0.24 -5.48 -19.47 5.48 0.00 0.00 0.00 0.00 - 30AS -23.66 -24.10 120.59 33.78 0.00 0.00 0.00 0.00 - 30BS 8.90 -7.25 46.09 11.48 0.00 0.00 0.00 0.00 - 35S -10.67 -13.18 -57.59 16.96 0.00 0.00 0.00 0.00 - 32S 2.46 -3.79 -18.41 4.51 0.00 0.00 0.00 0.00 - 30AS -25.85 -21.77 119.17 33.80 0.00 0.00 0.00 0.00 -30BS 6.06 -9.42 43.92 1-1.20 0.00 - 0.00 0.00 0.00- - 35S -13.50 -11.32 -60.23 17.62 0.00 0.00 0.00 0.00 - 32S 0.25 -5.49 -19.37 5.49 0.00 0.00 0.00 0.00 - 30AS -23.66 -24.08 120.50 33.76 0.00 0.00 0.00 0.00 -30BS 8.91 -7.27 46.18 11.50 0.00 0.00 0.00 0.00 -35S -16.29 -8.90 -60.27 18.56 0.00 0.00 0.00 0.00 - 32S -1.87 -7.74 -23.03 7.96 0.00 0.00 0.00 0.00 - 30AS -21.52 -25.96 119.58 33.72 0.00 0.00 0.00 0.00 - 30BS 11.68 -5.56 50.80 12.94 0.00 0.00 0.00 0.00 - 35S -13.56 -10.88 -58.11 17.38 0.00 0.00 0.00 0.00 - 32S 0.21 -5.93 -21.58 5.93 0.00 0.00 0.00 0.00 - 30AS -23.62 -23.53 117.79 33.34 0.00 0.00 0.00 0.00 - 30BS 8.97 -7.83 48.99 11.91 0.00 0.00 0.00 0.00 - 35S -13.52 -10.88 -57.93 17.36 0.00 0.00 0.00 0.00 - 32S 0.21 -5.93 -21.76 5.93 0.00 0.00 0.00 0.00 - 30AS -23.64 -23.56 117.96 33.37 0.00 0.00 0.00 0.00 - 30BS 8.95 -7.80 48.81 11.87 0.00 0.00 0.00 0.00 - 35S -10.71 -12.73 -55.40 16.64 0.00 0.00 0.00 0.00 - 32S 2.42 -4.24 -20.69 4.88 0.00 0.00 0.00 0.00 - 30AS -25.82 -21.22 116.53 33.42 0.00 0.00 0.00 0.00 - 30BS 6.11 -9.97 46.65 11.70 0.00 0.00 0.00 0.00 - 35S -13.58 -10.43 -55.80 17.12 0.00 0.00 0.00 0.00 -32S 0.16 -6.37 -23.98 6.37 0.00 0.00 0.00 0.00 -30AS -23.60 -23.00 115.25 32.95 0.00 0.00 0.00 0.00 -30BS 9.01 -8.36 51.61 12.29 0.00 0.00 0.00 0.00 For All Load Cases in Direction of Leg: 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Support Origin Leg Force In Residual Shear Residual Shear Total Total Total Joint Joint Member Leg Dir. Perpendicular Horizontal Long. Tran. Vert. To Leg To Leg Force Force Force (kips) (kips) (kips) (kips) (kips) (kips) 1. 1. 1. 1. NESC Medium Wind NESC Medium Wind NESC Medium Wind NESC Medium Wind 2. NESC Extreme Wind 2. NESC Extreme Wind -35S -32S - 30AS - 30BS -35S -32S 20BXY g114P -60.244 QS g113P -78.607 20BP g111P 151.775 20BY g112P 114.672 20BXY g114P -92.550 QS g113P -91.555 4.526 6.271 5.210 0.474 6.089 6.907 4.598 6.278 5.362 0.485 6.272 6.937 - 14.67 8.16 - 29.87 19.88 -19.86 12.76 -10.26 - 16.87 - 28.63 - 19.57 -19.87 - 21.82 - 57.70 - 76.60 146.12 111.23 -88.39 - 88.27 N O M dI H N N a0 01 a) N M U1 M 10 H d' O ID N H U) O N d' N M of VI ID O H 01 O M N 01 01 O) H N N M N O a)N M a) O H a) 01 01 M lD U1 N U) N N 1D lD N N 1D N M N d' dI H N ,N ID N N O M N V' N V• O H d' N N aD H H ID Ul O U) VI H a) N M In H N O Ul aD H U) N a) 01 l, ID ID H 01 VI N d(d(U1 O VI m w UI N N M M N O N OD C)O) O 10 N N M M O) ID H H O 0) O ID N CO a) M O 01 O ID O M 01 O CD H N aO N H (n N O M If) N IO H N ID l0 H N d' ID H N d' 10 N N d' ID H N d' IO H N C U1 H N dI LI) H N •a 111 H H VI I0 H N W 10 N H UI V) N H d' to N H H H I H I I H I I H I I H I I H I I H I I H I I H I I H I I H I I H I I H I I H I I O 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Broken Broken Broken Broken Broken Broken Broken Broken Broken Broken w/ w/ w/ w/ w/ w/ w/ w/ w/ w/ NESC NESC NESC NESC NESC NESC NESC NESC NESC NESC Med. Med. Med. Med. Med. Med. Med. Med. Med. Med. - DE -30AS 20BP g111P 122.518 - DE -30BS 20BY g112P 50.230 - DF -35S 20BXY g114P -57.755 - DF -32S QS g113P -21.217 - DF -30AS 20BP g111P 121.102 - DF -30BS 20BY g112P 48.013 - EF -35S 20BXY g114P -58.243 - EF -32S QS g113P -24.387 - EF -30AS 20BP g111P 119.786 - EF -30BS 20BY g112P 53.053 Overturning Moment Summary For All Load Cases: Load Case Transverse Longitudinal Resultant Moment (ft -k) Moment Moment (ft -k) (ft -k) 1. NESC Medium Wind 2. NESC Extreme Wind 3. NESC Extreme Wind @ 45 Degrees 4. Broken w/ NESC Med. - AB 5. Broken w/ NESC Med. - AC 6. Broken w/ NESC Med. - AD 7. Broken w/ NESC Med. - AE 8. Broken w/ NESC Med. - AF 9. Broken w/ NESC Med. - BC 10. Broken w/ NESC Med. - BD 11. Broken w/ NESC Med. - BE 12. Broken w/ NESC Med. - BF 13. Broken w/ NESC Med. - CD 14. Broken w/ NESC Med. - CE 15. Broken w/ NESC Med. - CF 16. Broken w/ NESC Med. - DE 17. Broken w/ NESC Med. - DF 18. Broken w/ NESC Med. - EF 6661.895 274.849 6667.562 7474.028 179.438 7476.181 6269.815 2472.018 6739.544 4182.468 2318.413 4782.058 4308.154 2160.668 4819.614 4193.157 2145.772 4710.298 4311.124 1991.469 4748.867 4188.586 1980.001 4632.996 4186.330 2148.099 4705.283 4063.767 2135.128 4590.531 4189.270 1978.601 4633.017 4066.800 1966.123 4517.135 4189.373 1978.798 4633.194 4315.012 1821.352 4683.657 4192.430 1809.521 4566.271 4192.322 1809.298 4566.084 4069.833 1796.826 4448.834 4195.382 1640.013 4504.539 Overall summary for all load cases - Usage Printed capacities do not include the strength Group Summary (Compression Portion): Group Label Group Angle Desc. Type 4.123 0.838 3.156 1.343 5.442 2.732 3.821 4.569 4.384 0.643 = Maximum Stress / Allowable Stress factor entered for each loadcase. Angle Steel Max Max Comp. Size Strength Usage Use In Control Comp. Member (ksi) % % 4.247 0.840 3.232 1.346 5.547 2.732 3.897 4.579 4.514 0.652 - 23.64 8.95 - 10.71 2.42 - 25.82 6.11 - 13.58 0.16 - 23.60 9.01 - 23.56 - 7.80 - 12.73 - 4.24 - 21.22 - 9.97 - 10.43 -6.37 - 23.00 - 8.36 117.96 48.81 -55.40 - 20.69 116.53 46.65 - 55.80 - 23.98 115.25 51.61 Comp. Comp. L/R Comp. Conn. Comp. Conn. Force Control Capacity Shear Bearing Load Case Capacity Capacity (kips) (kips) (kips) (kips) RLX RLY RLZ L/R Length Curve No. Of Comp. No. Bolts Member Comp. (ft) C401 LEG EXT 30 SAE 8X8X0.5 33.0 59.36 59.36 g111P C411 LEG EXT 32.5 SAE 8X8X0.5 33.0 40.17 0.00 g126P C431 LEG EXT 35 SAE 8X8X0.5 33.0 0.00 0.00 C501 LEG SAE 8X8X0.5 33.0 0.00 0.00 15-16 LEG SAE 8X8X0.5 33.0 57.69 57.69 g3P 32-33 LEG SAE 8X8X0.5625 33.0 53.29 53.29 g5P 41-42 LEG SAE 8X8X0.5 33.0 40.69 40.69 g8P 43-44 LEG SAE 5X5X0.3125 33.0 38.38 38.38 gl2P C403 BRC EXT 30 SAU 5X3.5X0.3125 33.0 76.83 76.83 9116P C413 BRC EXT 32.5 SAU 6X3.5X0.3125 33.0 91.12 49.41 gl2OP C433 BRC EXT 35 SAU 6X3.5X0.3125 33.0 0.00 0.00 - 136.4113. NESC Ex 0.000 0.000 0.000 -135.1723. NESC Ex - 134.7123. NESC Ex - 95.6874. Broken - 32.2484. Broken -17.65517. Broken -11.35514. Broken 0.000 230.691 229.800 236.928 229.800 0.000 0.000 0.000 0.000 234.309 252.780 259.095 252.780 235.175 298.740 84.015 91.920 23.484 22.980 54.244 22.980 0.000 0.000 494.999 494.999 0.000 0.000 544.499 612.562 643.499 123.750 30.937 30.937 0.000 0.250 1.000 0.000 0.000 0.500 1.000 1.000 1.000 0.750 2.000 0.000 0.250 1.000 0.000 0.000 0.500 1.000 1.000 1.000 0.250 1.000 0.000 0.250 1.000 0.000 0.000 0.500 1.000 1.000 1.000 0.250 1.000 0.000 58.30 50.53 0.00 0.00 53.93 57.55 52.83 74.45 194.27 115.64 0.00 30.901 6.695 0.000 0.000 14.292 7.625 7.000 6.167 34.754 7.439 0.000 1 20 1 20 O 0 O 0 1 22 1 22 1 26 1 8 5 2 2 2 O 0 O N N N M N Ul C N N O N N N N N H O N N H N H m C M C C O N N M M N N 0 0 0 0 a) 11 _ O U1 C C U1 N N N U1 O O Ul U1 C C C C O U1 U1 O U1 C C C C N N N C C UI W C C C H Lfl C I'L' O lO m O1 U1 N M 0 0 0 0 0 N 0 0 0 0 0 C m H H H O 0 m N 0 0 0 N 0 0 0 0 0 0 m 0 0 COI 0 t` C 01 O O1 1p H H H O UI W 00 O O O U1 N M M m h l0 m U1 M l0 01 N O O O O N O L O H O H O1 C H O O O O O H r W m m m O N N H H H l0 O l0 U1 UI N Ul m m W m m al U1 01 m H U r H H HHHHHH H MINHHHHH H H OSHSHCANNNHOCO l0 C C C C O M 01 01 01 1D MO U1 U1 0 H C H Ui ID m m N Ui N N O C M t` O 01 t0 M LO LO O IO 01 01 co Q\ O1 O m N N N 1p t0 m H T r Al 01 M H H 1p LC/ m C N U1 O C M N N 9,0 NmM0H0MMMM0 N O1 N N m Ul Ci b M H 01 01 N N N m m 0 t0 C U1 U) N N V. 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u F 01 0 0) 01 01 b1 01 01 N OIC E U O co N C m C N 0 1119•0111C0 O1 N N N 0 N t0 N N 0 C 0 003010\0 UI m 0 N M C N U1 m X P P O l0 H C CO N N O 10 N O N 01 N SD 01 C O N co N N N N O O N ID O M M M O1 O\ co Ln N O C £H Ol O N IO l0 C CO O N U1 LA 0 O U1 M 1O l0 N 0 10 m N H Ot 10 0 0 l0 H O CO 01 H H H N 19 m CO C 0 a) 10 N co 1.11 Ul t0 U1 N N N N CO C m N Al W C C 01 01 C N CO Ul h lD CA Al C O m N VCO 01 N O Ul C O Ill W 01 N m m O N lD N N O C N CA CO O1 H H Ul M O N m C m U1 W p 0 OP O O H C m 01 N O lO N O N 01 N t0 m C O N m N t` h N N H h lD C t0 M M 01 N m U) Ul O C .. 01 0 C 10 10 C N 0 N Ul N 0 0 N M t0 co C 0 LO m N H 01 t0 b M .0 H 01 H 01 H H C N LA M CO C C 10 N CO U1 t0 t0 U1 NN t` N m C C N M m C C 01 Ul C U1 9.0 N m Ul 01 N t0 01 N 0 0000000000000000000000000000 0 0 0 0 0 0 0 0 0 0 0 H 4 M m m M m N N N M M M M M m m Al m M M M M M M m N m N M Al N M N M N Al Al Al N M 01 0 M m m M M M M M Al Al M M M m m m M M M M M Al Al m M m M M M M M m M m M M M M m m ox al H N Cl) U1 U1 Ul U1 U1 Ul U1 U1 U1 Ul N 111 U1 Ill U) Ul U1 Ul ) U1 N U1 Ul UI U1 U1 U1 N U1 Ul Ul Ul Ill N ) ) U1 01 LI/ N 0 N N N N N N N N N N N N N N N N r N N l` N N N N N N N N N N N N N N N N N N N •'i N • H H H H W W m m m m m m m m m H • CO m m • m m m OI •.1 0 0 0 0 0 0 m 0 N N N H H H H H H H H H H H • 0 0 0 0 0 H H H O O H H H 0 0 0 5 Cl) X X X X X X •X oXXXX% XX • • • X X X •+• M M C 0101,0 Ul 0 0 0 0 0 0 0 0 0 0 0 0 0 0 X N N U1 U1 W 0 0 0 M M O O O U1 N N X X X • XXX • Xi X X x x X X X X X X X X X Ul X X • • • X X X X fa XXX • X X C C C M Ul U1 C IN N N U1 M N N U1 U1 LA Ill N N N N •Ul M N Al M N N N m M N N N M N N X • • X X X X X x • X X X x H X X X X X X X X X X Ill M M C U1 LI) UI Ul M N N N N N N Ul N N N X N U1 U1 W N N N m Al N Ul XXXXXX • U1 M M N N Uf CO 19 Ul Ul 111 N N m M M NNNNNN P W .'7� W W'JU W W 1,4a `J W W W W W W U� W W W W aaa�aaaa'K'la aaaaaaaaaaca '.'aaaaaaa4aaa 1n CA O) fn Cr) CA cc) ul W U) W W W CA U) W m U) fn W U) W U) W U) U) m W W CO CO CA W U) CA m m m CA U U U U U U U U U U F N N N N N N U U U U U U U U U N N F U O N N N N a) F U N 000000000 w w x x x X w x w w w w w w m PYY msµ' M zx xmw>COw0zax 0 N W W Wa s d Oai a W a r4 a A £ 0 0 0 0 W £ £ '0 att a�d0 Ti a) M m C Ul l0 N Ul LON m Ul N W CA UI O N N M 01 0 Ul C m N C al ID O H U1 H OD N H 0 0 0 N O H N N M M C C C C O N M C O H Ul O N M Ul UI Ul H Ol O1 N WOONCOLO Ul Ul W W a X U1 I U1 H H LA H I I I H H H I I p' a W o N U U 1 N CO N i 1 O N H N CA N ID 01 C m ID H F F H Ci N X X X H H W W W (Tension Portion): a) al m a 0 o N m U) U7 O O 01 U1 UI U) LA U1 O O U1 ) in Lc') H H H H H H H H H H R H CO CO CO CO co co CO W CO CO CO CO 0 0 000000 0 0 0 0 00 0 00 0 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00009.9.9.9.0 0 0 0 0 0 0 0 C m 0 ONMINNHHOOHHHH 0 0 0 ONNLOODNNOONNNN N N N N N H U1 0 0 U1 N 0 5 C 01 0 O H N N U1 0 01 0 0 N N 0 LO 1/1 M 0 0 LO m 01 01 01 ID O O H 10 O H N d• O O N C 01 O 0 LO 0 0 N N N 10 C N 0 0 l0 H Ot C M M H H H 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 0 0 0 0 0 Ot 01 0 0 CA N 01 0 N N 0 0 0 0 0 N 01 010 0 01 o Ot Ul M M 0 0 U1 U1 N N CA 01 0 0 C Ul C N 01 O1 0 0 N N N H d' V1 O O C N N m 0 0 0 0 C C C N 01 01 C H C N M M N N N C d' U1 10 l0 H 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00 0 0 m m C N m W 0 0 m m m N CO CO 0 0 N t` 01 01 01 0 0 01 Ci 01 01 01 O O N N m H N N O O N N N C N N LI) U1 01 01 N N N N N m N N N N N Ll) U1 0 0 m H m N 01 U1 0 0 U1 01 O N N N 0 0 10 Ui 10 0 LO 01 0 0 M CO LD CO H HOOH H H U1 UI W O O~ U1 H U) N N O O O ~ O H C d1 O O b H C t0 0 0 HNHS 1.11 Ul M N 0 m N N N N N Pa W W W C C W a) a) 00 aa)) U U U U X X U 0 0 X 0 ZZZOOW co alIC° O N • C N M N M C Ul N H H 01 H 0 CO 0 0 U1 UI C 1O O\ 01 0 0 1O 10 C U1 001 0 O N N N N H M O O N N M N O H 0 0 O1 l0 LID C t0 01 0 O N 111 0 U) 0 H 0 0 01 0 SD N O1 0 0 0 C N N N CO 01 OSH Cl H H H H H CC N lO H N H H 01 01 >4 P4 XNXX 0,10 N H H H N 01 t0 0 01 01 0) 01 01 0) 0) 0) O N 0 0 U) H 1D C t0 N 0 0 CO 1A N N OHOOLACOVVCOHOOOLIISN 0 0 0 0 N N to C H H 0 0 C C 10 lD C C C M N C OI t0 U1 ) IN lU 19 00 01 01 01 m M N O O m S C m N H O O l0 N t0 M CO H 0 0 0 H C CO 01 0 0 0 N N O m 1U H 0 0 C M l0 d' UI d' LA U1 C m N 01 l0 N CO U) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 m M m N N N M m N M N M M N M N m M N N N N N N m M M N M N N N Ul Ul U1 LA U1 01 Ul Ul Ul U1 Ul ) U1 N Ul Ul • N • N N N N N N N N N 0 0 0 0 0 10 O H H H H X X X X X Ul X M M m M o 0 0 0 0 co W mmm • m ->4>4>4>4>4 X x X X X O X 0 0 0 O M M C U/ m m W mmm X m X X X X XXX • X co Ul Ul 01 N C C d' M N >4 X • • • X • CO ) m M M U1 M X X X U1 ID 10 m W W W Waa0 0 U 0 0 W Wa a aWaa1WValsaaaaa W W W m W Cq W CO N W 101010101010 O UI ) U CO U' 0 0 O U1 U1 U U U U U M• M W W W W W N00000X H rra E. 4 .-4 a a a H mF I 0 0 0 0 0 . W X W W% W C7 as 0 0 Da 0 a W a w 0 0 a co H H H H 10 M N C M M M M m C Ul t0 O H N o H m C C 0 H M 0 H m m M U U U U U1 N H M U U U U C- c -1 H m C C H 37 45 46 47 48 C505 22 38 49 105 110 53 C507 23 39 50 55 54 117-118 92-93 94 78-79 65-66 99-100 101 124-125 80-81 67-68 52 51 RED EXT LEG EXT BRC EXT HRZ BRC BRC BRC BRC BRC HRZ EXT HRZ HRZ HRZ HRZ HRZ HRZ PLN BRC PLN BRC PLN SRC PLN BRC PLN BRC PLN BRC ARM BRC ARM BRC ARM BRC ARM BRE ARM HRZ ARM VRT ARM SUB BRC ARM BRC ARM HRZ ARM HRZ ARM ORTH HRZ ARM ORTH HRZ redundant brace EXT LET EXT BRC EXT HRZ SAU SAE SAE SAU SAU SAE SAE SAB SAE SAE SAE SAE SAE SAU SAE SAE SAE SAE SAU SAE SAE SAE SAB SAE SAE SAE SAE SAB SAU SAU SAE SAE SAE SAE 3.5X3X0.25 4X4X0.3125 3.5X3.5X0.25 2.5X2X0.3125 2.5X2X0.3125 5X5X0.3125 3X3X0.1875 2.5X2.5X0.1875 2.5X2.5X0.1875 2.5X2.5X0.1875 2.5X2.5X0.1875 2.5X2.5X0.1875 2.5X2.5X0.1875 2.5X2X0.1875 2X2X0.1875 2X2X0.1875 2X2X0.1875 1.5X1.5X0.125 2.5X2X0.25 3X3X0.25 2.5X2.5X0.25 3.5X3.5X0.25 3.5X3.5X0.25 2X2X0.1875 2X2X0.1875 2X2X0.1875 3X3X0.25 3X3X0.25 3X2X0.1875 3X2X0.1875 2X2X0.1875 3.5X3.5X0.25 2X2X0.25 2X2X0.25 33.0 63.99 63.99 g28Y 33.0 60.22 47.21 g31XY 33.0 57.00 52.75 g34P 33.0 75.65 56.39 g41X 33.0 25.24 15.41 g44XY 33.0 0.00 0.00 33.0 70.25 55.61 g49Y 33.0 25.98 10.50 g5OXY 33.0 83.29 28.02 g55P 33.0 46.67 34.79 g59P 33.0 48.33 48.33 g62P 33.0 74.43 74.43 g67P 33.0 0.00 0.00 33.0 36.27 18.91 g81P 33.0 83.86 10.45 g79P 33.0 42.27 9.92 g77P 33.0 41.72 16.97 g7OP 33.0 99.70 23.87 g69P 33.0 56.24 55.66 g84Y 33.0 46.27 46.27 g86P 33.0 53.19 53.19 988P 33.0 46.78 13.72 g89Y 33.0 51.69 9.87 g90Y 33.0 9.41 9.41 995P 33.0 21.61 21.61 g97P 33.0 89.35 72.74 g99P 33.0 51.33 31.04 9101Y 33.0 51.90 36.25 g102Y 33.0 24.32 24.32 g107P 33.0 62.83 59.75 g109X 33.0 95.54 15.87 gl5OP 33.0 3.53 0.55 g153P 33.0 8.05 6.98 g155XY 33.0 34.48 2.94 g161P *** Maximum Stress Summary for Each Load Case Summary of Maximum Usages by Load Case: Load Case Maximum Element Element Usage % Label Type 3. NESC 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 1. NESC Medium Wind 2. NESC Extreme Wind Extreme Wind @ 45 Degrees Broken w/ NESC Med. - AB Broken w/ NESC Med. - AC Broken w/ Broken w/ Broken w/ Broken w/ Broken w/ Broken w/ Broken w/ Broken w/ Broken w/ Broken w/ NESC NESC NESC NESC NESC NESC NESC NESC NESC NESC Med. - Med. - Med. - Med. - Med. - Med. - Med. - Med. - Med. - Med. - AD AE AF BC BD BE BF CD CE CF 83.86 g78P Angle 95.54 g149P Angle 81.40 g149P Angle 78.50 g53P Angle 83.29 g53P Angle 89.35 g99P Angle 99.65 g68P Angle 99.70 g68P Angle 77.65 g53P Angle 86.44 g25P Angle 76.32 g53P Angle 77.71 g25P Angle 77.81 g53P Angle 83.31 g25Y Angle 76.86 glOOP Angle 14.7055. Broken 27.1255. Broken 23.2945. Broken 12.9598. Broken 3.5404. Broken 0.000 10.3221. NESC Me 1.9501. NESC Me 5.2012. NESC Ex 6.4591. NESC Me 8.9721. NESC Me 6.9081. NESC Me 0.000 3.1671. NESC Me 1.7311. NESC Me 0.92112. Broken 2.8115. Broken 1.4775. Broken 12.0991. NESC Me 16.9971. NESC Me 15.5911. NESC Me 6.0595. Broken 4.3575. Broken 2.2041. NESC Me 3.5791. NESC Me 12.0471. NESC Me 10.7009. Broken 12.49610. Broken 4.0451. NESC Me 11.0911. NESC Me 3.7192. NESC Ex 0.3046. Broken 2.1641. NESC Me 0.9111. NESC Me 36.587 22.980 24.750 0.000 11.950 2 1.000 0.8125 63.739 57.450 77.344 0.000 10.630 5 1.000 0.8125 44.160 45.960 49.500 0.000 10.100 4 1.000 0.8125 26.725 22.980 30.937 0.000 10.100 2 1.000 0.8125 26.725 22.980 30.937 0.000 10.101 2 1.000 0.8125 0.000 0.000 0.000 0.000 0.000 0 0.000 0 27.848 22.980 18.562 0.000 11.507 2 1.000 0.8125 22.265 22.980 18.562 0.000 7.877 2 1.000 0.8125 22.265 22.980 18.562 0.000 8.000 2 1.000 0.8125 22.265 22.980 18.562 0.000 8.000 2 1.000 0.8125 22.265 22.980 18.562 0.000 8.000 2 1.000 0.8125 22.265 11.490 9.281 0.000 8.000 1 1.000 0.8125 0.000 0.000 0.000 0.000 0.000 0 0.000 0 16.748 22.980 18.562 0.000 32.547 2 1.000 0.8125 16.562 22.980 18.562 0.000 22.280 2 1.000 0.8125 16.562 11.490 9.281 0.000 11.314 1 1.000 0.8125 16.562 22.980 18.562 0.000 11.314 2 1.000 0.8125 7.676 11.490 6.187 0.000 11.314 1 1.000 0.8125 21.737 34.470 37.125 0.000 16.704 3 1.000 0.8125 36.735 45.960 49.500 0.000 10.602 4 1.000 0.8125 29.310 34.470 37.125 0.000 6.389 3 1.000 0.8125 44.160 45.960 49.500 0.000 15.524 4 1.000 0.8125 44.160 45.960 49.500 0.000 10.277 4 1.000 0.8125 23.430 0.000 0.000 0.000 2.604 0 0.000 0 16.562 22.980 18.562 0.000 5.908 2 1.000 0.8125 16.562 22.980 18.562 0.000 13.230 2 1.000 0.8125 36.735 34.470 37.125 0.000 11.705 3 1.000 0.8125 36.735 34.470 37.125 0.000 11.705 3 1.000 0.8125 16.637 22.980 18.562 0.000 8.000 2 1.000 0.8125 22.205 22.980 18.562 0.000 8.000 2 1.000 0.8125 23.430 0.000 0.000 0.000 10.425 0 0.000 0 55.770 0.000 0.000 0.000 5.000 0 0.000 0 31.020 0.000 0.000 0.000 9.434 0 0.000 0 31.020 0.000 0.000 0.000 8.000 0 0.000 0 U) U) U) r -I HI 01 01 01 11 a a M D M U HH 1 bl ) M U) V co In LO UO M r r r Q d 2) 90 E E U U U U) U) U) zzz 3 3 3 X 0 0 O O O W m an D N CO H H eW N ri b) b, k m ttf al En a, 43 m m 0 m 0 H W H H O O UI >, ro b >w ra a q U) H Insul 000000000000000000000000000000000000 ......••••••••••••••••• ....•••••••• 000000000000000000000000000000000000 0 0 0 0 0 0 U) U U U) U U NESC Extreme Wind U) 'dU) 'd9:7; dd ' U) U) ' ' 27 0 21 23 'd 'd m 0 2) 'd U) 'd 27 'd U) 21 E) E) E) N 21 'd 21 2y 21 O r4 U) Z U) U) Z Z H U1 Z Z Z H U) U) C C a) z G a) G U7 a) a) a) z G z z H N -HH U) -H -H U) v -H -ri -ri U) -H -rf -H -H N N -rt -H 4) -H -r1 -H N -H N N N U) -H -ri 513 3 3 5 3 3 3 5 3 3 3 3 3 3 3 ) a 5 5 3 3 3 01 01 01 01 01 01 01 01 01 01 bl 01 01 VW NEEUaEmEvEEEv0EUUEUUQEUWv0EEE E 3E Q Q QQHEHQ E0000)0)0 0 00)0)0)0)00000 Q) 51 U) 'd -H0 2) U -r1 -H0 -ri V -H -H -H -HU) --HN U) -H -rl -.1-I -H -H U1 ) U1 'd0 51 21 U1 N U) b In In rd 5a In 2i3-1 iJ U'd U) U1 U 1 1 U) 'dd 'd ' 21 'd V. L d. U) U) d' .43,.43,U) JJ a) d. 1 )1 N U) a) d. d. U) 0 c} U) L 0 d. U) d, d. dr d. N U) a) N a) X E>4ZX XXZE EX E X X E E EEE E a W 0) U J W @J W d a W Ca) W W U @) Ua ® g U U U 0 000 U 0 U 00000 21 U ro U) U) 'd 2) U) 0 U) 'd U U) Ul U) rd 21 U) U 27 U) U U 'd U) 2J 21 73 21 U) cn z G G W W0 [n cn C cn Z W W Z 000U) C U) W W W Z C W U) Z W U) U) 0 W r-. W W W -+ W -H Z Z -1 - 1 Z W z -r+ W Z Z Z z W -r1 z W W HZ ZZZZZ 3 Z 3 3 3 Z 3 Z 3 3 Z3 Z Z 3 3 3 3 3 • U) r-1 r-1 U) a) r1 • H Q) • H -1 H U) a) ,-I • U) H • U1 H U) a) U) U H HI H r -I H H M O M N E N E EE N EN EE N E N N E 0000 •• U/ U) a) U) U) U) U) (1) U1 U) a) a) r -i O .-1 0 0 54 5a 5a > Sa 5a k 51 Sa 51 r o C --- k 11 4-1 11 41 1J 11 JJ y1 y1 1.1 4J W LO o X X X X X X X X X X X X M M [- al W W W W W W W W W W W W M M U U U U 0 U U U 0000 U) U) U) U) U) U) U) CO U) CO U] CO W W W W W W W W W W W 0 0 ZZ 0 0 Z Z ZZZZ NESC Medium Wind NESC w M M M M M M M M M M Cr) M M r -I to H 0 01 CO 01 .1 c1' LD O (O N H LI) M N d' ri r N M at CO M 01 M N U) In r r r r r r co U1 CO 10 CO 0 LO 0 1O U1 M N H l0 01 O N 01 0 H cM c)• V' dt U1 H Ul 01 tO CD l0 U0 \O U) SD UO CO 0 0 0 H N M r N U) ry r rH N O M N O r♦ r -I N N N N O Ul 0 0 0 0 N N N N N N A O CO LO t0 LO (O LO LO o C N O a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a 0 0 0 0 0 0 . .N E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E o 0 0 0 0 0 00 fa al al, U) al U) a) R1 QS N 10 N 1U b b N N rd 1U 1U (15 1U tU 16 N N rt1 U> 1tl 1U -H -r1 -H -H -H -H U U) U) r -I r-1 H r-1 r -I r-1 r-1 r-1 .-I H-1 HI HI r-1 r -I HI HI HI HI H H HI r -I H H HI HI H .-1 H ri E1 U) E) E) E) U) 0 .-1 a U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U Z C C Z Z# 54 01 m a, a a a as U U E) U) ca (I) N U) 00000C.0 0 00 X >-. N >-.>-. 'N >-.'›+ X U) i+ i+ .›+ U) U) >-. N X X i+ X X a a a a a a H N M cr Lr) l0 L 11 1) • • HI HI X m k.oN M m U) W m m X X .-I r1 cn X E E. .-1 M ut cr X H W I)7 FC FC U ,-.0...--. .0 r1 O O O co r IO w M N a� 00' w w X X X w H al M V FC C,1 01 � 01 HI N rn -01 to to MI Hi H H ova) a) o 333 E. t *** End of Report PSM, Project: "c17007 seaq poncho-scl" Tower Veesion 9.20, 3:31:24 PM Friday, May 26, 2017 Undeformed geometry displayed a % Usage Legend I 0 <=%< 25 1 25 <= % < 50 I 50 <= % < 75 1 75 <=% < 100 1100 <_ % PSM, Project: "c17007 seaq poncho•scl" Tower Version 9.20, 3:46:01 PM Friday, May 26, 2017 Undeformed geometry displayed -30AS -V PSM, Project: "c17007 seaq poncho-scl" Tower Veision 9.20, 3:47:20 PM Friday, May 26, 2017 Undeformed geometry displayed PSM, Project: "c17007 seaq poncho-scl" Tower Vetsion 9.20, 3:47:52 PM friday, May 26, 2017 Undeformed geometry displayed A2 A3 ,,,_______4(ip,,re° v 1r :oh, :, \ N 4 *moo i' r 41...._ \4frolorm..._., A3:P -Iry ,, • t\k A2 P -35S -32S -30AS -30BS PSM, Project: "c17007 seaq poncho-scl" Tower Ve►sion 9.20, 3146:24 PM Friday, May 26, 2017 Undeformed geometry displayed Clam Sus n 78-7980-81 EXT HRZEXT HRZ EXT BRC EXT LEG Cla me BRC Clamp 25 43 Clamp 43 43 43-44 6 43-44 25 5 .. Cl . mp 9 ' A Su pen 651 CI Su 8 41 41 mp pen mp pen 1 1 Cl 65-66 41 41-42 3 3 3 Cia 3 3CI 8 432 33 3 p 32-33 lamp 16 p 16 m mp pen Clamp C411 C411 13 C4 C4 C413 C413 1 13 3 1 PSM, Project: "c17007 seaq poncho-scl" Tower Version 9.20, 3'49:15 PM Friday, May 26, 2017 Undeformed geometry displayed '-ii . - E ,n'.}� �►�XT LEG EXT //�j� 1s CI. AL 124125 78- '��. ` 3 44 5 Su `pen 80 �.0 . 44 43 4 Su -pen 4 mp 43-44 1 r43 44 43 47 0 4 CI. 0�!, 124 125 65 .. • •ci►�.,` 344 1� I 5 Su -pen 00 . 65-...�i+ NI.M1 46 NW CI .m 4142 41-4 Su -pen 4• 1.4 41-a2 1 4142 414 i CIa 0 124 125 a _ • • , 65- • •1 1-42 Suspen ' 00 � 5 •9- 65-.. ' Mara Clamp \1 \ 42 41 4 \�, Suspen ,aiiiii alft j/ z x�� tel. & PSM, Project: "c17007 seaq poncho-scl" Tower Ve sion 9.20, 3:51:03 PM Friday, May Undeformed geometry displayed SU PSM, Project: "c17007 seaq poncho-scl" Tower Veasion 9.20, 362:34 PM Friday, May 26, 2017 Undeformed geometry displayed CI 65 Su -pen 65-6 PSM, Project "c17007 seaq poncho-scl" Tower Ve}sion 9.20, 3:t16:47 PM Friday, May 26, 2017 Undeformed geometry displayed Al G12 XTXY G157P XTX156P G1 Y XTY i 6161 P G f"1��rSi W, G158P ;!`.`'�� 3Y mac;. 1-• 4Y 113Y G8 G89 A2 A3 G1 SS G G124P G y,,, .,�):. AInP G1G14Y 1oi/:_f:�i1K Y Y Y G91Y G96P G92P d G1 G Gl G Y 00Y G G G93P G G Y Y Y 41Y G P P Y 3 Y BY 3P Cl Gl G1 128P 132P G127P G131P G 3P G1 P G1 P G 19P G11 G1 2P G11 6P PSM, Project: "c17007 seaq poncho-sd" Tower Vefsion 9.20, 3:49:40 PM Friday, May 26, 2017 Undeformed geometry displayed „olattiiiiik ,iiir 4411W.el 54 ����\iiiir��� 3Y Al G84P GG89Y la* 15Y G1'� / 1 All 42 IS • NG, ' Y Al G4' Y P • c1 c, �f Y G1 Y . G4 G' �1 10 14' ` G13XY G4' G OX -j t, G1 Y c1r/ c62P 1 \\ ��__ ` • G..Y A2". •1. c91- ` 12Y G9 1 PA,• .rli Gl. G11 � . A2 c3• Y P 1 G11Y Cl G3• c 11• G10XY `c11Y -. G11 ` c101Y A3' ' ► • c9•., G9" 5Y G10 \19P anoi c9 - --, G10 \ V Gi . - G8D(Y NG,1• A3 : P Y `t 0 G31 G \ G G8Xcv 11" ,I z PSM, Project: "c17007 seaq poncho•scl" "+ Tower Veision 9.20, 3:51:32 PM Friday, May 6, 20 Undeformed geometry displayed PSM, Project: "c17007 seaq poncho-scl" Tower Vefsion 9.20, 3:53:08 PM Friday, May 26, 2017 Undeformed geometry displayed A3 Inc. 1986-2006 TOWER - Analysis and Design - Copyright Power Line Sys SCL (PSM C13021)\2) SMVE\Engineering\c17007 seaq poncho-scl.tow x C O o w CN w 0 L C W N M 01 O U) WO 0> MO), MM0. - 00 U N Um m � o � o mo. m z • C M a 0 N d-1,0T 3 M N w > E E 000 0 0 • o avo` N M uoi .i w O N U 0 0 • 0 E 0 C'0 .004.10 0 N O 0004 c W N 0000 0 0 0 >. -.0i w w 0. .0 r] Successfully performed nonlinear analysis M MO N N W OM 0401 Y M a 0 x a M M O1 � Baa N MM Ga N 0 .. . 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W w w w w w w w w G. w G, w w w w w w w N N N N N 0 0 0 W N 0 0 N 0 N N N N N N N N N N N ‘i)22222222222222222222 N N N N N N N W N N N N N N N N N N N N N N ‘41;.j W M N N M 0 M M M M M N M M N N M M M M M M M N N M 0,0,0,0,0,0,0,0,0,0,0.0.0.00,0,0.0,0,0,0.0.0.0,0, inon �nooN mNN .o vloo MH. HMO AM HHH c ,-Av1ryNLr'l FA'7 o a'( .i NN in � � rv� TTTT TT0/ N N >.>r>. TN 00 0,0,0,0,0, >.>.>. 0 00 0>. 000000000000000<0<0<000< 0 N N W X 0 0 0 0 0 .0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 N N 2 2 2 W N N 2 2 2 N N W N N W W W N ME F2 0 0 0E 0 0 0 0 0 0 0 0, .0 0, 0, 0 00 00 '0 WM X!•X X>. X X X X X w 0 w w w w c0 cu 0, w 0. 0. 0. 0. X >. >. m >. N 0 N N 0040000M00000 E m m m m N >. X H 4 4 4 W 0 W 0 0 H H H H H 004)00 Y L o m C407 000>)HH W HHH W W W W L Y a°m a H H 0 W WH H H W v w W W W w O. I A KWi 0) W W 0) W N H H H .. H w w W W W 6. I 0 0 Ga 0 0 0 0 0 Y W W W W W M M H N N W W w W a W - y na W W W W W ti X H H H H H G W w w W w 47'Y k N 0 0 0 X F X ON >4 0O M W W W W W WW WW 0W WW WW WWWW WW uW WW WW WWWW W WW W0 W0 WW W 0 W W W 0 WW 0W 00 W0 WW W01 0 W 0 0 W W v wwwWW w W 5. Et. G. W w Cu G. www w w W W w Cu C4 Cu w 4 www W W w W w W w W w W w w 0. WW W wWW W w Cu W w W W 0 W 0 W 0 0 0 0 W W 0 W 0 0 W W 0 0 W 0 0 0 0 0 u W W W 0 W 0 W W W W W W W W W W W W W W W 0 W u vW W 0 W W W 0 W W W W W v W W N W W M N H M H M M M N H N H N M N N N N H H N N N N N M H M H,4 N N M H H W W W W W W W W 4 W W W W W W W W W 0. www 4 W W W w W w W w w W 4 0000000000000000000000000000000 0 0 W 0 0 W v W W W 0 W W W W W 0 W W W W W W W 0 W W W 0 0 W M H H H M M H M M H M H M M H H M H N H H H N H M H H H H H M :a. 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W W W W W W W w W W W www W W w W w W W W 000000000000 W W 0 W 0 W W W W W W W N N N N N N N H H H H W W w w W W w W w W w w 00000000000000000000000 vvW vN W w vvvN wM wN w wW rorororo vH0vW HW WW WW WW WW OW 0 WW WW 0W) WW WW XW 0 %0 WW WW WW WW Wv W0WW NW NW WW WW WW WW WW W WW W ?.j%%0 20T4%%0 W00000000000000000000 0 w w w W W W w w w w w w w w w W w w w w w w w w w w w W W W W w w W W W W W W W W W w m w W w W w w w w W w W w w w w W W W W W W w 1 1 00000000 0 0 (11 0000 00 0000 010 000 0000 00 0 0 0 0 0 0 W 0 W W 0 0 W W 0 0 W v W W 0 0 0 0 0 0 0 0 W W 0 W W 0 W 0 v 0 0 0 v 0 v 01 0 0 W W W W W W W 0 W W 0 W W 0 W W 0 W W W 0 W W W 0 H H H M M H H H H M H H H H H- H H H H M H H M H H M H M H H H H H H H H H H H H N N N N N M M M M M H H M H N H N H N H N H w w w w W w W W W w W W W w w W W w W w w w w W W w W w w W w W W W W w W w w W w W W W w w w W w w w W W 0. w 4. G. 0 W w w W w w w W r M ul 0 0 0 0 0 0 0 0 0 0 0 0 0 m N N N O r r, M M ill m N r r r r r 0 0 NNIi r r O O m V 0 N O m u1 m m m m m m b Cr 0 0 0 N N N MO“ amen mm mm MM m �'i a� rm mri � � MMr�'ic as rrrmmm mmmr. ,�.. WNMVC r, .� MM a .ommNry Nm o0 0 0 0 0 0 0 0 0 0 0 0 0 O o o O o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o O o O 0000 000000000000 00 a a a a W a a a a a a >. X F F >. m a m X X X X 0 0 0 0 a a a a a 0 0 0 0 0 0 0 0 w 0 w 0 0 0 0 w a. cu w a a a. a a a a a a T X mmmmrn0 w to -00000) 0 0000 EEEE XX00<0 0w 00000 m0.o M00 H H H H H H H N N W N N N N M rl r1 M M M H H H H H H H H H H H rd M H rI N N �O ri m m m m m m O 0 m 0 0 0 0 0 0~ 0 0 0 0 0 O a a a a a a a w a a X a >. 0 0 0 0 0 0 0 lA 0 0 0 0 a a a a a a a a a a a a a a O. a 0 a a a a a a 0. a a 0 a a a a a a T T 0 0 0 0 0 rl X X N F X 0 0 o N N 0 0 0 0 0 0 0 0 m 0 0 M M M x X .u0000 mow 00 M000o 000 o mow mm W W )00.0.0 )00000 w.nw 000 NNNN 001. VONNNI i i i t i i i 1 I i INNNNNNNNNNNN T T>.T T TT>.>. T TT T TT W W W$' 01 W W W W W W 0 0 0 v v>4 l.>.>.>4 ,>. ,>. >4 N TX>.>>.4). -a0. a.4 ) a.>.>. >>�. a,,>.,>..,>8<.;<.,T.,.,0. . >>�.>.>.>..!. 0 0 4-,,.,.4,4,..,,,,,,00000000 M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 G 0 C G. G 0 C 00 C C 0' )0 E E E E E E E E E E E E E E E 'Z Z Z Z Z Z 0 Z Z Z Z Z Z 0 0 Z C0 C0 C0 CW'1 C7 0 O0 (00 0 0 0 C0 0 C0 C7 U 0 [0 C0 C)W' C0 0 0 0 U' 0 0 0 CW'1 8 8 0 C0 ! >C EEEEEFFEEEEEEEE TTT X>.>. X>.>. X>.>. X>•>. X T>. X>.>. X>.>. X>4>. X>.X>.X>. T 000000000000000 X X X X X X X X X X X . >. >.0>.X>. X xXx Xx X x Xx Xx X x ) x ) x x x m 00 W m mu)mNm mmmulWumiN a 0 OKlmllF 000 X 0 Z O W w>TO00 X.0-.0 X m 0 X 0 0 XO W X W l0V XN mX m uxiX"rxi X r ->N X rM M a m 0 r r m m 0 Z Z Z Z m O a ul 0 0 0 r 0 0 Z m o M o o M M M a r a v .o m r o r r m r m N m m m m m m m o ri r M M M m Cr m r r m m m M5Y Y -Gen 41XY 41Y 0.5 0 Free Free Free Free Free Free M6X X -Gen 41XY 41X 0.5 0 Free Free Free Free Free Free Steel Material Properties: Steel Modulus Yield Ultimate Member Member Member Member Member Member Material of Stress Stress All. Stress All. Stress Rupture Rupture Bearing Bearing Label Elasticity Fy Fu Hyp. 1 Hyp. 2 Hyp. 1 Hyp. 2 Hyp. 1 Hyp. 2 (ksi) (ksi) (ksi) (ksi) (ksi) (ksi) (ksi) (ksi) (ksi) A 36 YLD 33 2.9e+004 33 44 0 0 0 Bolt Properties: Bolt Bolt Hole Ultimate Default Default Shear Shear Label Diameter Diameter Shear End Bolt Capacity Capacity Capacity Distance Spacing Hyp. 1 Hyp. 2 (in) (in) (kips) (in) (in) (kips) (kips) 3/4 CUSTOM 0.75 0.8125 11.49 0 0 Number Bolts Used By Type: Bolt Number Type Bolts 3/4 CUSTOM 1690 Angle Properties: Angle Angle Long Short Thick. Unit Gross w/t Radius of Radius of Radius of Number Wind Short Long Optimize Section Type Size Leg Leg Weight Area Ratio Gyration Gyration Gyration of Width Edge Edge Cost Modulus Rx Ry Rz Angles Dist. Dist. Factor (in) (in) (in)(lbs/ft) (in^2) (in) (in) (in) (in) (in) (in) (in^3) SAE 8X8X0.5625 8 8 0.5625 29.6 8.68 12.11 2.5 2.5 1.59 1 8 0 0 1.0000 0 SAE 8X8X0.5 8 8 0.5 26.4 7.75 13.75 2.5 2.5 1.59 1 8 0 0 1.0000 0 SAE 5X5X0.3125 5 5 0.3125 10.3 3.03 13.4 1.57 1.57 0.994 1 5 0 0 1.0000 0 SAE 4X4X0.3125 4 4 0.3125 8.2 2.4 10.6 1.24 1.24 0.791 1 4 0 0 1.0000 0 SAE 4X4X0.25 4 4 0.25 6.6 1.94 13.5 1.25 1.25 0.795 1 4 0 0 1.0000 0 SAE 3.5X3.5X0.25 3.5 3.5 0.25 5.8 1.69 11.5 1.09 1.09 0.694 1 3.5 0 0 1.0000 0 SAE 3X3X0.25 3 3 0.25 4.9 1.44 9.75 0.93 0.93 0.592 1 3 0 0 1.0000 0 SAE 3X3X0.1875 3 3 0.1875 3.71 1.09 13.33 0.939 0.939 0.596 1 3 0 0 1.0000 0 SAE 2.5X2.5X0.25 2.5 2.5 0.25 4.1 1.19 7.75 0.769 0.769 0.491 1 2.5 0 0 1.0000 0 SAE 2.5X2.5X0.1875 2.5 2.5 0.1875 3.07 0.902 10.67 0.778 0.778 0.495 1 2.5 0 0 1.0000 0 SAE 2X2X0.25 2 2 0.25 3.19 0.94 5 0.609 0.609 0.391 1 2 0 0 1.0000 0 SAE 2X2X0.1875 2 2 0.1875 2.44 0.71 8 0.617 0.617 0.394 1 2 0 0 1.0000 0 SAE 1.5X1.5X0.125 1.5 1.5 0.125 1.23 0.36 8 0.465 0.465 0.296 1 1.5 0 0 1.0000 0 SAU 6X3.5X0.3125 6 3.5 0.3125 9.8 2.87 16.6 1.95 0.996 0.772 1 6 0 0 1.0000 0 SAU 5X3.5X0.3125 5 3.5 0.3125 8.7 2.56 13.4 1.61 1.03 0.766 1 5 0 0 1.0000 0 SAU 4X3X0.25 4 3 0.25 5.8 1.69 13.25 1.28 0.896 0.651 1 4 0 0 1.0000 0 SAU 3.5X3X0.25 3.5 3 0.25 5.4 1.56 11.25 1.11 0.914 0.631 1 3.5 0 0 1.0000 0 SAU 3X2X0.1875 3 2 0.1875 3.07 0.9 13.33 0.966 0.583 0.439 1 3 0 0 1.0000 0 SAU 2.5X2X0.3125 2.5 2 0.3125 4.5 1.31 6 0.776 0.584 0.422 1 2.5 0 0 1.0000 0 SAU 2.5X2X0.25 2.5 2 0.25 3.62 1.06 7.75 0.784 0.592 0.424 1 2.5 0 0 1.0000 0 SAU 2.5X2X0.1875 2.5 2 0.1875 2.75 0.81 10.67 0.793 0.6 0.427 1 2.5 0 0 1.0000 0 Angle Groups: Group Group Angle Label Description Type Angle Material Element Group Optimize Allow. Add. Size Type Type Type Group Angle Width For Optimize (in) C401 LEG EXT 30 SAE 8X8X0.5 A 36 YLD 33 Beam Leg None 0.000 C411 LEG EXT 32.5 SAE 8X8X0.5 A 36 YLD 33 Beam Leg None 0.000 C431 LEG EXT 35 SAE 8X8X0.5 A 36 YLD 33 Beam Leg None 0.000 C501 LEG SAE 8X8X0.5 A 36 YLD 33 Beam Leg None 0.000 15-16 LEG SAE 8X8X0.5 A 36 YLD 33 Beam Leg None 0.000 32-33 LEG SAE 8X8X0.5625 A 36 YLD 33Beam Leg None 0.000 41-42 LEG SAE 8X8X0.5 A 36 YLD 33 Beam Leg None 0.000 43-44 LEG SAE 5X5X0.3125 A 36 YLD 33 Beam Leg None 0.000 C403 BRC EXT 30 SAU 5X3.5X0.3125 A 36 YLD 33 Truss Other None 0.000 C413 BRC EXT 32.5 SAU 6X3.5X0.3125 A 36 YLD 33 Beam Other None 0.000 C433 BRC EXT 35 SAU 6X3.5X0.3125 A 36 YLD 33 TrussOther None 0.000 C503 BRC SAU 4X3X0.25 A 36 YLD 33 Truss Other None 0.000 17-18 BRC SAU 4X3X0.25 A 36 YLD 33 Truss Other None 0.000 34 BRC SAE 4X4X0.25 A 36 YLD 33 Truss Other None 0.000 35 BRC SAE 3.5X3.5X0.25 A 36 YLD 33 Truss Other None 0.000 36 BRC SAU 3.5X3X0.25 A 36 YLD 33 Truss Other None 0.000 37 BRC SAU 3.5X3X0.25 A 36 YLD 33 Truss Other None 0.000 45 BRC SAE 4X4X0.3125 A 36 YLD 33 Truss Other None 0.000 46 BRC SAE 3.5X3.5X0.25 A 36 YLD 33 Truss Other None 0.000 47 BRC SAU 2.5X2X0.3125 A 36 YLD 33 Truss Other None 0.000 48 BRC SAU 2.5X2X0.3125 A 36 YLD 33 Truss Other None 0.000 C505 HRZ EXT SAE 5X5X0.3125 A 36 YLD 33 Beam Other None 0.000 22 HRZ SAE 3X3X0.1875 A 36 YLD 33 Beam Other None 0.000 38 HRZ SAE 2.5X2.5X0.1875 A 36 YLD 33 Beam Other None 0.000 49 HRZ SAE 2.5X2.5X0.1875 A 36 YLD 33 T-Only Other None 0.000 105 HRZ SAE 2.5X2.5X0.1875 A 36 YLD 33 T-OnlyOther None 0.000 110 HRZ SAE 2.5X2.5X0.1875 A 36 YLD 33 Truss Other None 0.000 53 HRZ SAE 2.5X2.5X0.1875 A 36 YLD 33 Truss Other None 0.000 C507 PLN BRC SAE 2.5X2.5X0.1875 A 36 YLD 33 T-Only Other None 0.000 23 PLN BRC SAU 2.5X2X0.1875 A 36 YLD 33 T-Only Other None 0.000 39 PLN BRC SAE 2X2X0.1875 A 36 YLD 33 T-Only Other None 0.000 50 PLN BRC SAE 2X2X0.1875 A 36 YLD 33 Truss Other None 0.000 55 PLN BRC SAE 2X2X0.1875 A 36 YLD 33 Truss Other None 0.000 54 PLN BRC SAE 1.5X1.5X0.125 A 36 YLD 33 T-Only Other None 0.000 117-118 ARM SRC SAU 2.5X2X0.25 A 36 YLD 33 Truss Other None 0.000 92-93 ARM BRC SAE 3X3X0.25 A 36 YLD 33 Truss Other None 0.000 94 ARM BRC SAE 2.5X2.5X0.25 A 36 YLD 33 Truss OtherNone 0.000 78-79 ARM HRZ SAE 3.5X3.5X0.25 A 36 YLD 33 BeamOther None 0.000 65-66 ARM HRZ SAE 3.5X3.5X0.25 A 36 YLD 33 Beam Other None 0.000 99-100 ARM VRT SAE 2X2X0.1875 A 36 YLD 33 Truss Other None 0.000 101 ARM SUB SRC SAE 2X2X0.1875 A 36 YLD 33 Truss Other None 0.000 124-125 ARM BRC SAE 2X2X0.1875 A 36 YLD 33 T-Only Other None 0.000 80-81 ARM HRZ SAE 3X3X0.25 A 36 YLD 33 Beam Other None 0.000 67-68 ARM HRZ SAE 3X3X0.25 A 36 YLD 33 Beam Other None 0.000 52 ARM ORTH HRZ SAU 3X2X0.1875 A 36 YLD 33 Truss Other None 0.000 51 ARM ORTH HRZ SAU 3X2X0.1875 A 36 YLD 33 T-Only Other None 0.000 RED redundant brace SAE 2X2X0.1875 A 36 YLD 33 T-Only Other None 0.000 EXT LEG EXT LET SAE 3.5X3.5X0.25 A 36 YLD 33 Beam Leg None 0.000 EXT SRC EXT BRC SAE 2X2X0.25 A 36 YLD 33 Truss Other None 0.000 EXT HRZ EXT HRZ SAE 2X2X0.25 A 36 YLD 33 Truss Other None 0.000 Aggregate Angle Information: Note: Estimate of surface area reported for painting purposes, not wind loading. Angle Angle Material Total Total Total Type Size Type Length Surface Area Weight (ft) (ft^2)- (lbs) SAE 8X8X0.5 A 36 YLD 33 316.42 843.78 8353.46 SAE BX8XO.5625 A 36 YLD 33 91.50 244.00 2708.38 SAE 5X5X0.3125 A 36 YLD 33 98.67 164.44 1016.27 SAU 4X3X0.25 A 36 YLD 33 134.08 156.43 777.69 SAE 4X4X0.25 A 36 YLD 33 91.86 122.47 606.25 SAE 3.5X3.5X0.25 A 36 YLD 33 435.73 508.35 2527.21 SAU 3.5X3X0.25 A 36 YLD 33 208.04 225.38 1123.41 SAE 4X4X0.3125 A 36 YLD 33 85.04 113.39 697.34 SAU 2.5X2X0.3125 A 36 YLD 33 323.23 242.42 1454.53 SAE 3X3X0.1875 A 36 YLD 33 92.06 92.06 341.53 SAE 2.5X2.5X0.1875 A 36 YLD 33 191.02 159.18 586.42 SAE 1.5X1.5X0.125 A 36 YLD 33 22.63 11.31 27.83 SAE 2X2X0.1875 A 36 YLD 33 380.74 253.83 929.01 SAU 2.5X2X0.1875 A 36 YLD 33 65.09 48.82 179.01 SAU 2.5X2X0.25 A 36 YLD 33 33.41 25.06 120.94 SAE 3X3X0.25 A 36 YLD 33 160.64 160.64 787.12 SAE 2.5X2.5X0.25 A 36 YLD 33 25.56 21.30 104.78 SAU 3X2X0.1875 A 36 YLD 33 48.00 40.00 147.36 SAU 5X3.5X0.3125 A 36 YLD 33 139.01 196.94 1209.42 SAU 6X3.5X0.3125 A 36 YLD 33 148.79 235.58 1458.13 SAE 2X2X0.25 A 36 YLD 33 130.10 86.73 415.02 Sections: The adjustment factors below only apply to dead load and wind areas that are calculated for members in the model. They do not apply to equipment or to manually input dead load and drag areas. Section Joint Dead Transverse Longitudinal Transverse Longitudinal Af Flat Ar Round Transverse Longitudinal SAPS Angle SAPS Round Force Label Defining Load Drag x Area Drag x Area Area Factor Area Factor Factor Factor Drag x Area Drag x Area Drag x Area Drag x Area Solid Section Adjust. Factor Factor (CD From (CD From For Face For Face Factor Factor Factor Factor Face Bottom Factor For Face For Face Code) Code) EIA Only EIA Only For All For All 10 107S 1.250 1.200 1.750 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 None 0 0 0 0 0 0 0 0 0 0 0 0 0 0 z° z " c C o 44 {0 u o O O O 0gggA 0 0 0 0 0 0 0 0 6 y • 0 0 0 0 0 0 0 0 9 C u C W Vi Ci 400 G !IOU C 00000000 090a EWE"-, Ci L W N C 090a MMI01... 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L L L L L u Y u Y L E Lm Lm Lm Lm m 0 m m m m m m m m m m m m m m m m m m m 1 O W 00 000000 0000000000 0 00 000 00000 L LLL L L L L L L L L L L V, L L LLL 4444'4'4'4'4'4'aa44 4'4'a'a'aaaa'aaa447a4444 000.0.0000.000.0.00000.00000. 2 o0002 2 0202 2 022 00000002 000O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00000000000000000000000000000 00000000000000000000000000000 00000000000000000000000000000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0000 00000000000000000000000000000 00000000000000000000000000000 0 0 00000000000000000000000000000 00000000000000000000000000000 O oo 0 0 0 0 0 00 0 0 0 0 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00 0 O 0 0 0 00 0000 0 00000000000000000000000000000 00000000000000000000000000000 00000000000000000000000000000 000000000000000000,00000000000 00000000000000000000000000000 o0N0 0 0 0 0 0 a000aa0aaaa 00000ryNNNN 00 000000 Nm v, NmH .r CV N N N N CV N N N of of m m m m m m m m m m M M M M 0 0 0 0 0 0 0 0 0 0 O O O 0 O O O 0 O O O O 000000000000 0000 0000000000 00.00.00.000.000.00.000'000000 0 0.0.0.00.00.0.0.0.00.000.0000 000000000000o000o00000g8CC . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00000000000000000000000000000 9 W 07 1000100140010100N1000001010101010101010101 M M M M 7 NnmmiNmmmaam mm000Wonmmuiulmmmm m 40 40 d 4<0 o vi o 0 .1N 000m m m m 00000 10 a n m a m n N a L0 0 0 0 a a a a a a m m 0 0 0 0 u 0N'n cn mmm 0.0 400000000mmmm .100000 G .4.4 G oa o d.000O .in o ry .mid 000000 a 00 �m�C'C'!C u m N HO! N N N m 0. i. i. i , y N N N N G W 8 L L L L U 0 L L 0 0 L L L 0 0 0 L 0 L LLL L 7 7 0 Y 7 p. U U U U U U U U U U U U U U U U U U U U U U U U U U M U U W W W W v W W W W W W W W W W v W W W W W W v W W W O W W 7 tJl m U1 m m m w m N, m m m w m m m m m m m m m m m m H M y y P L 000 L a L L 0V.00 LOLOLLL LLLL z2 Z22 2 2 zZZZZ e O L 00000000000000000000000000000 W NNNNN 7i aaaaaaaa aN, 0000 00000000 10 . W . . y N N N N ry N N N ry ry ry o o m V1 m m m m m m m m m m M M M M m m m m i(1 N N N N N .{ .{ .{ .{ CQ H M H N N \ \ \ 6666,666 \ \ \ \ \ \ \ \ \ \ 66666 \ \ \ 66666 aaaaaaaaaaaaaaaaaaaaaaaaaaaaa 9 R0010., 10(0M O C▪ . 4 Y m mMMMM r01 0+ .w.. a0a a00m mt0000 m im0m mM01 e 0 r A 00 t0 .n 01 01 40 0 a N N N m m N m o 0 d' 40' 40' 40' W l0 W N '+ 01 a a a a.i.i.i.i.i.i .i 0 L L< 1+0 a Y VVussqqqqqw UuVV mx858 gqqqqwawwa wXXX5 w w w w w 40 x4. 99_ C 0Y 0, tai, 0.0. 0.0.0.0.0. , 0. W •� ••• �00w X>.0[Lu,>.000.0.000. m�m mm aXNu, Nm.an000000 k, u., c a a ufNNV74J O C W 000,rnm00 00mm0,.mi '5,' 7,1, mo,m.,i 0,0,0,00000000 8 o 0 m m m 7 - a ti on o g L„22g inmonm m o Om ry m 0 0 .io m a .0looN n og N o O O a m N .i N H .i 0 0 N N N m m 2 2 n n .0 .i .i O 0 .i .i 2/ rt m .i .i 2 W O m m n NCO .i O gt(al n 22gg2222ggggggg22gg m o m N O m g o m a sry N N m a m n'n Ln NNNN a s ti.Ni.Ni n n n N N N .i.i.i m 222 oma .asg Lnm N�'nmam�om�omry amm C m a 0 0 m O m m m m N N H N n N .i omm .`°i oV • ri•n 0 0 0 0 0 0 9••O 0 0 0 0 0 0 0 0 0 0 0m 0 0 0 0 0 0 0 0 0000000 0 0000 0 0 0 mm 0 W <N m m ww w m m w0>.>.0NM N>4> 400044 X>.>'10.04Oe ww mmm m m.1 q 0 >. X 3 m m m 0 F X m 0 N N X 3 m X 0 F X Ei a 0 no 00 ..i 4 4 4 4 01,10 Q 0 X m m O 0 o X F X m a c vmi n n m m m o.1 N X NmrNm Nmo2,00 o mm2NN2; 2gni n olm o n v��:c 9 9. 9 9. 9 9 9 Nnrymmm0n. M er CO C,?.,mNIn .O m CNC m mCmC.Ni I.+N mmO OO 2 0 02 COm COm O1 CT O\ n 1-c. i!1 CO CO CO CO yN Cn CO S' nmn mm .im noN 2, 9.9 rynImmm m 9w 7n n r:2, mn 9m n m 90 a o mm 99.9. 9nmryImr1 i 2,aN LINNN m Inco WImam me In Tr LE, ,y.i.i me NO 200002 fe.1N+,y 22 c0 m CO 222 nr m al In m m al.ni ,ny m N m g Nm C m ry m N m .O m m 2 m 2 m m m gm 2 2 N N m N v. N C m 01 • N 1-1,10400010-11--1 N N N O O 0 0 0 � 0 0 � 0 0 00000 0 0 000 0 0O O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04 m000000mmmwmmmmmmmmX>.>..Xi>.>.xm>.mX>.>.o>.o>C>.>.x>.>.X>.>.x>.>.x>.>.x>.>.>.x>.x.+ EE t m rNi O GO CO O: co E O> 3 X S Z O n. v X o o .Xi H X2, X 2, OX X 0,1X0103 X m m X 01-1><H, X n N m C C In n n r r m m OI O O O E E 00 Unadjusted Dead Load and Drag Areas by Section: COON 0003 010,01.00.040, 01100.-1,1,1,013110,1 m 21 01 m 01 2 m ry mrvNNm.v a mvinn mr.0Lel .0X01 0 E Angle Member Weights and Surface Areas by Section: a N rn N r rri .+ CO0 0 VD 01 P CO V IN m m r m r COo CNI ICI VI 7_1 Cr:r4 OD V CO 0 O m r 1 VI In VD CA 01 MD m r m n • tia m 01 o m CO r m m a m m E Section Joint Information: o r o o oo O r m o 00 000 0 e oo r 0 o r m r o 0 0 o r o0 m 00 0 0 0 00 0 o N O ti 0 H O O O O i11 mXIm t(1 VD 1.11 N VI 01 VI V1 m N Ill .w O m a ro m m a o m o m o" o 0 o r r a m m m m m m �o e gi o .a.ititi�ti V vIvIN.i.i.aN oomm m mmmmmmm rmr rmrmmmmm�r al 0. XX>>>1>d CL W X>1> u1 m X X>1>1>�>m X>�>�mmX X>�>�>1>� W W >N a Na a mX X>�>�>�> ti) X>'m om o r m r Q� X X F X m o m o X N m O 0 or X o m m m m X X m 01 K N N X X W N X X m m 1,1.1 O. Baa X N ,1,IHo.. mm m¢ army V- OD mm CO rrr 0 0 o 2222 0 0 0 0 2220, m m m m m m m m m CO m m CO CO m m m CO m CO m m m CO CO r r r r r r r r r r r r 0 010 NON ON �a 2 000 2mo� SI n n n n n t- r--00 0000 0000000 00 0 La OM WO 00,0 n a n a n a n a n a a- a a c a a a a a N a a a a a a a a Cr Cr N m m m � m N m a a a a N N N n a a a a N ry N N N N N ry N N 1 N N ry n00000 0 0 0 0 0 ry m N 000000 o 0 n m 0 0 X r r N a w ›.,-11 N a a o m o>4>4 n>, a a X m>4>4>4 m m m N>4 a m r m m m a x a m x a r N>4>4 a>4 r N a 5,4X a x m>, a a a m r m m m r N x m a m a a a m x a o x o N 0 N r g 3 0 m m oN m X a m m a m x x a o 0 m 0 N 0, a x 8 D a a E o> n n n 0 0 e 0 a m n 0 a a a a s a s 0 a a E E E E 0441044-11:0a,00, N 0 a a a a E E S E E E E E m o E Z E E N a 0 0 0 a l0 a a a a l0 0 0 a a 0 a 0 0 a a a a a a a a a a a a a a a a a a a a m 0 0 0 m m m m m m m m m m m m m m m m N N N N N N N N N N N N N N N N N N N 1 WS 7.000 1 XS 13.500 1 NS 0.500 1 OS 7.000 1 PS 13.500 Sections Information: Section Top Bottom Joint Member Tran. Face Tran. Face Tran. Face Long. Face Long. Face Long. Face Label Z Z Count Count Top Width Bot Width Gross Area Top Width Rot Width Gross Area (ft) (ft) (ft) (ft) (fta2) (ft) (ft) (f02) 10 118.167 107.000 14 50 8.00 8.00 89.334 8.00 34.00 169.501 9 107.000 94.667 12 28 8.00 8.00 98.664 8.00 8.00 98.664 8 94.667 88.500 14 34 8.00 8.00 49.336 8.00 34.00 118.973 7 88.500 76.167 12 28 8.00 8.00 98.664 8.00 8.00 98.664 6 76.167 70.000 14 34 8.00 8.00 49.336 8.00 34.00 118.973 5 70.000 63.000 8 18 8.00 8.00 56.000 8.00 8.00 56.000 4 63.000 40.792 20 46 8.00 15.75 263.767 8.00 15.75 263.767 3 40.792 20.000 20 34 15.75 23.01 403.034 15.75 23.01 403.034 1 20.000 -12.500 24 42 23.01 34.36 932.357 23.01 0.00 848.650 *** Insulator Data Clamp Properties: Label Stock Holding Number Capacity (lbs) clamp-prop#11 5e+004 Clamp Insulator Connectivity: Clamp Structure Property Min. Required Label And Tip Set Vertical Load Attach (uplift) (Ibs) 101X 101X clamp-prop#11 No Limit 101Y 101Y clamp-prop#11 No Limit 101XY 101XY clamp-prop#11 No Limit 88Y 88Y clamp-prop#11 No Limit 76Y 76Y clamp-prop#11 No Limit 63Y 63Y clamp-prop#11 No Limit 48Y 48Y clamp-prop#11 No Limit 34Y 34Y clamp-prop#11 No Limit 20BY 20BY clamp-prop#11 No Limit 48X 48X clamp-prop#11 No Limit 48S 48S clamp-prop#11 No Limit 48XY 48XY clamp-prop#11 No Limit 41XY 41XY clamp-prop#11 No Limit 41Y 41Y clamp-prop#11 No Limit 41S 41S clamp-prop#11 No Limit SS SS clamp-prop#11 No Limit XTXY XTXY clamp-prop#11 No Limit XTY XTY clamp-prop#11 No Limit XTX XTX clamp-prop#11 No Limit 41X 41X clamp-prop#11 No Limit 113Y 113Y clamp-prop#11 No Limit 95Y 95Y clamp-prop#11 No Limit 34X 34X clamp-prop#11 No Limit 34XY 34XY clamp-prop#11 No Limit A1BP 0130 clamp-prop#11 No Limit A28P A2BP clamp-prop#11 No Limit A3BP A3BP clamp-prop#11 No Limit AlAP AlAP clamp-prop#11 No Limit A2AP A2AP clamp-prop#11 No Limit A3AP A3AP clamp-prop#11 No Limit Suspension Properties: Label Stock Length Weight Wind Tension Top Rect Top Rect Bot. Rect Bot. Rect Vert. Rect Vert. Rect Number Area Capacity Width Height Width Height Width Height (ft) (Ibs) (ftaZ) (Ibs) (ft) (ft) (ft) (ft) (ft) (ft) double typ 7.54 600 12 2e+004 0 Insulator Connectivity: 9 9 9 B O CO ♦+ N L O 4. .0 .— av 0 7 • L - v oi> d B 009 7 C bL B - 0 9 39 O BRA.... U • B b0 7 C 00 • 9 B 3 9 O B C v U al B 00.-. c 00 • B — 01 B — 3 O m N Eg N 7 C b0 • 8 B 9 3 9 C C B) `••. 0 N B bB- • 8 - O B k OA S O CO U< N B 00 i. C 00 9B39 C C• - U - B b0.. • 8C 00 011 x y v O U gg - 7 C 00 • B 3 9 • C (A ••• U0 Tu 0A R a 0 L 0. F R B .B 7 tub u u 41 7 Q H C C 0 0 O -a • R B C .a B v Cu 0v B B B B 7 7 N 411 0 0 0 0 0 gggggg m m 0 0 0 0 0 0 V w c a 111, c 0 0 0 0 0 0 In Ul 111 C C C C VV. C C0 0 111 111 C C C C O o 0 0 0 N vt Ls?. `fl ul • m . m Q 4a a a a a as 01 11, a 1.11 ‘.0 Loads Data Loads from file: v:\317006_c17007 - transmission tower (verizon) seaq pncho - scl (psm c13021)\2) smve\engineering\c17007 loads.lca Insulator dead and wind loads are calculated by the program and are not included in the point loads printed below. Loading Method Parameters: Structure Height Summary (used for calculating wind/ice adjust with height): Z of ground for wind height adjust -12.50 (ft) and structure Z coordinate that will be put on the centerline ground profile in PLS-CADD. Ground elevation shift 0.00 (ft) Z of ground with shift -12.50 (ft) Z of structure top (highest joint) 118.17 (ft) Structure height 130.67 (ft) Structure height above ground 130.67 (ft) Vector Load Cases: • Load Case Dead Wind SF for SF for SF for SF For Point Wind/Ice Trans. Longit. Ice Ice Joint Description Load Area Steel Poles Guys Insuls. Found. Loads Model Wind Wind Thick. Density Displ. Factor Factor Tubular Arms and Pressure Pressure and Towers Cables (psf) (psf) (in)(lbs/ft^3) 1. NESC Medium Wind 1.5000 1.0000 1.00000 1.0000 1.0000 1.0000 28 loads Wind on Face 32 0 0.250 56.000 2. NESC Extreme Wind 1.2500 1.0000 1.00000 1.0000 1.0000 1.0000 27 loads Wind on Face 74 0 0.000 56.000 3 NESC Extreme Wind (9 45 Degrees 1.2500 1.0000 1.00000 1.0000 1.0000 1.0000 27 loads Wind on Face 52.3 52.3 0.000 56.000 4. Broken w/ NESC Med. - AB 1.2500 1.0000 1.00000 1.0000 1.0000 1.0000 27 loads Wind on Face 22.4 0 0.250 56.000 5. Broken w/ NESC Med. - AC 1.2500 1.0000 1.00000 1.0000 1.0000 1.0000 27 loads Wind on Face 22.4 0 0.250 56.000 6. Broken w/ NESC Med. - AD 1.2500 1.0000 1.00000 1.0000 1.0000 1.0000 27 loads Wind on Face 22.4 0 0.250 56.000 7. Broken w/ NESC Med. - AE 1.2500 1.0000 1.00000 1.0000 1.0000 1.0000 27 loads Wind on Face 22.4 0 0.250 56.000 8. Broken w/ NESC Med. - AF 1.2500 1.0000 1.00000 1.0000 1.0000 1.0000 27 loads Wind on Face 22.4 0 0.250 56.000 9. Broken w/ NESC Med. - BC 1.2500 1.0000 1.00000 1.0000 1.0000 1.0000 27 loads Wind on Face 22.4 0 0.250 56.000 10. Broken w/ NESC Med. - BD 1.2500 1.0000 1.00000 1.0000 1.0000 1.0000 27 loads Wind on Face 22.4 0 0.250 56.000 11. Broken w/ NESC Med. - BE 1.2500 1.0000 1.00000 1.0000 1.0000 1.0000 27 loads Wind on Face 22.4 0 0.250 56.000 12. Broken w/ NESC Med. - BF 1.2500 1.0000 1.00000 1.0000 1.0000 1.0000 27 loads Wind on Face 22.4 0 0.250 56.000 13. Broken w/ NESC Med. - CD 1.2500 1.0000 1.00000 1.0000 1.0000 1.0000 27 loads Wind on Face 22.4 0 0.250 56.000 14. Broken w/ NESC Med. - CE 1.2500 1.0000 1.00000 1.0000 1.0000 1.0000 27 loads Wind on Face 22.4 0 0.250 56.000 15. Broken w/ NESC Med. - CF 1.2500 1.0000 1.00000 1.0000 1.0000 1.0000 27 loads Wind on Face 22.4 0 0.250 56.000 16. Broken w/ NESC Med. - DE 1.2500 1.0000 1.00000 1.0000 1.0000 1.0000 27 loads Wind on Face 22.4 0 0.250 56.000 17. Broken w/ NESC Med. - DF 1.2500 1.0000 1.00000 1.0000 1.0000 1.0000 27 loads Wind on Face 22.4 0 0.250 56.000 18. Broken w/ NESC Med. - EF 1.2500 1.0000 1.00000 1.0000 1.0000 1.0000 27 loads Wind on Face 22.4 0 0.250 56.000 Point Loads for Load Case "1. NESC Medium Wind": Joint Vertical Transverse Longitudinal Load Label Load Load Load Comment (lbs) (lbs) (lbs) A 7736 8699 0 B 7736 8699 0 C 7736 8699 0 D 7736 8699 0 E 7736 8699 0 F 7736 8699 0 SS 0 0 16500 XTXY 893 492 0 XTY 263 121 0 XTX 263 121 0 48X 2338 1235 0 48XY 2338 1235 0 48Y 2338 1235 0 48Y 322 191 0 20BY 322 191 0 113Y 217 65 0 95Y 217 65 0 76Y 217 65 0 63Y 217 65 0 41Y 217 65 0 20BY 217 65 0 113Y 565 261 0 95Y 565 261 0 76Y 565 261 0 63Y 565 261 0 41Y 565 261 0 20BY 565 261 0 A2BP 2400 0 0 Section Load Case Information (Standard) for "1. NESC Medium Wind": r 4J u SCO .0 01,0 MO .0 3 v 6O9 9 CCM A .0730 d 0 0• w 0 a a W C —7 C 04. 09.01A '00 MY 0.09 L • C 0 .0 *3.4 ... 0 A 0 F.110 1.1.0 —,0 01. L 9.00 -03EM0. 1010 v OI > > 0 4 4 0 074. Lv V N °2 0 CQ N 00 F w O • 0 0 . 10 d� In rrr OHO V.WHN r m cNmN V,M Nmm r orvrJa Nrro O o 0 0 0 0 0 0 0 o T, 2 2 2 0 0 0 O r O O N M 222222222 0.0.00000 r m+ ry r 0 0 0 0 0 0 0 0 2 2 2 2 2 2 2 m m m rNl rN1 rN1 rNf M eNf 22g222 0 00 0 N �m o0o in o a m • . 0O r m 2 r 2 ,„..0,00" 22,2 411-1 °mr r�ocry m r m N 1 N, 00 U COMA C0.0 0 b0 0▪ 9.* 10. 0 .0 >av W 411110 1.0.0 d 0 .. 00 000000000000000000000000000 r r r r r r N N N c � m .,HHa as HH1-1.J...aHNNNNNN Q m U O W W N X H Pm X m m m m m ti 06 n N m m N 10 0 % x x a a N .+ r e NN r N Section Load Case Information (Standard) for "2. NESC Extreme Wind": L CO F 3 0 0 v 3 6099 00 -G. 0 .0 3 UMW 0 L 0 0 r G U 0"70 011. 07.231. 0. . MY 4 e 0 *3* CMR 0 F O U 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00.000.00 ',(222222 22 00 HHHHHHHHH 22222220 0.000.000 e c N , o 0 0 0 0 0 22222 0 0 0 0 ~ ~ ~ ggggggggg 2 2 0 0O 0 n n n g g r r r r m o0 0 o mM O O Nmrr�oa O N m r a m 0▪ 0 O ▪ 0 0 O 0 oa 9 — 0 0 00 L 00 C 10 --0— A — 0 0 00 U0 0 S U.0 0 a 0 01 00 000 a o 00r.i.i .i.i.i.i LO 01 l0 l0 C' P C'r-1r.i !` r rr r r C C C C C C e c c e n n r, w a c c c 0,0- 0- 0.0.0010,0000101.-41-1.--trir-lr-INNNNNN VI-1VI-1H V C C .i .i .i .-1 .i .i .i .i N N N N N N 0041607>>34X>>>>>>>>•>>>>>>>> ..001.-101 .i % x x c.0> 0 00 0 0 0 moi 0 0 Section Load Case Information (Standard) for "3. NESC Extreme Wind 4) 45 Degrees": 00 00 0 L 0 ▪ Ci G .0 N .0 .0 CO • 9 •.. C•0— > C7Q 3 O . O. o. C 9 9 03ti .0 F 3 .3 C 004. L 11.. 0 F C 0.1 R•'> C W4. 9 •� d 0 ¢36. 0 •^3C N4. C Q 3 L 0. 0... 01 9.. Q x.00 0� k Q 1. N 0 v C M O 0 F m�N om N01 • sl 01 N N 0 0 0 0 0 0 0 0 0 .i C V. M SO 0 V al 01 CO 000000000 ,• 0,00• 00(.111) • ri 000000000 OmN In In In .n In In C CO N o 0 0 0 0 N ory rvin • 0 0 0 0 m m mfsri la %ID • m, o roc ln a 01 1-4 00 9 U9 R CO C j 9 v u G mi L 0.0 ; COV V 0 - 0 .0 • a3a V CO COW O L O N aOU C ^5G 0W O V + O 0 14.231.6 M 2 2.0V 0 L*0 a Section Load Case Information (Standard) for "4. C CpW MAC F O U C2 •2 0W L'O+. O 0 F Q 3 LC. 0^y: 0W 62.03 L 0. 2.`w > 2 0 0 .. 6U.26 U N O O U 1+ W N a 00 N 0 0 a W N N in N O .p H C N NNNr`^iM 0 0 0 0 000.0000. 222222222 o , o , o oN. 222222222 0 0 0 0 0 0 0 0 0 Point Loads for Load Case "5. Broken w/ NESC Med. - AC": 02 a 8 0 2 2 0 20.0 .. u a 417 baa V>i L 0 R 20.0 a w 4 r 0. �a gogO o 0 00 O O o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O O do r r r r c v+ .n .n o.o.o. ,Mcvac N,Nhrrcm cammmm OS; nro wmmmm 'immmH gg`i H m H N N N h N H H m N N H H H H H H C T P P C C RC W U O G7 tm X F H m X m m m m 0 w m .i m m m m u 0m F X X P a N H m r W 0 O m r .m0 a o X a H 04.-1 N Section Load Case Information (Standard) for "5. Broken w/ NESC Med. - AC' .. u .4= a F i + LWI .2 W 0179 CCM 0 a3a CO oO W 222 04 LO7 C^.0 4U ..7 ¢ 3 . a 2179 L`0 F3a C 01111. 20 L L O F O U .0 •C +f2 04. L V + O 0 FQ3a 0^-5C 0 W za3La Mu > C U O > Q -. .21 0 s7 Q U N W , O W O NUM 0,0 W n N.o m,H H o N mr riNHorvo 0 0 0 0 0 0 0 .00.00.00 VU 0 0 USU 02 0 VC 0 0 Ia OVu 020 1.0.0 0- **Cu 224 *aa 2 ... C O 02 *5U am 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 N LII aary m n v w a m CO OD CO 00 CO OD vmiN 111 01 N N m mm CO I, ri ,..a .a.i .i.i.i n o n n o w m m t U w N K F F m X m Nm 1N O. N N N .0i m m 111 O. O. 01,0, F•>4 >4 a 0 c c n m n m 0 >4 ry a N.i N ° 0 Section Load Case Information (Standard) for "6. Broken w/ NESC Med. - AD": (-10 d N + to 33 9 0 T 0 a 3 .a 0 0 W E.CU J O U .0 .0 .0 0 • 0 •w 0. a C 9 9 C 0 F 3 C 34. FaV L 9 *L 0 • 3�v Vi •-f G 404. C 6 3 L 0. m n 01 01 0 - 'LA rrvi .00 m ry N m m N n n 1.N r rgm o N ry m a N n 0 0 9 9 9 9 9 0 0 0 0 0 0 0 0 0 0 0 222222222 222222222 ~~~~ • •O o 0 0 0 0 0 0 0 a o L.(' N N n N 222222222 0 0 0 0 a 0 o a c 0 0 0 4. 4.a c a v 0 01 01. 00 tri m a N ri I-1 01 o e a m n .00100N N oo 0 0 n o •o • O 0 0 0 0 0 0 0 0 O o 0 0 0 0 0 0 0 0 0 o O o 0 01 01 N N m. 10 1.10 10 01 01 01 01 In re, ry• n a .4.4.4. 00 03 CO CO CO CO CO • N N N N N m CO CO CO .1 N rl rl fi .. .-1 , 1.0 DI ID 01 moam 01 01 m 01 01 eN mmnm0- 00 N NNnr mrv.l....,-1,1-1m nic cv rr .1 ,. ▪ 0 0 0 w w rn >. >. XXmXr 0 m m m m X F F m W mo 0 XX X c o N n .o ry .i n .o ry Section Load Case Information 44. H a+ CO F O u .0 CC 9 9 C 4. 0 3 ..1 C C C C▪ Ci C a Or a CC • 9 • F. C •-�C WC O'O3 O F Q 3 C C. 0,4 0 9 9 L +. O .0 F a d F C C C L 2011642 O FCi V OC :;?-9 C W L F Q3 C C P. . C'C Z. 4. C43 4 0. 16 .... 0• >>'CC' 44 F C 6 C v V N 0 u w u )444 N w O. O FC C •. O 4.C 44 40 C ti 72, w 0 NI CO m n N r 01 01 LI1 01 0 ID NI p N N N N m m N 0 0 v0i n N o N o ',NM p p N 0 0 0 o 0 0 0 0 0 0 0 0 0 O N O g O O O O O N �I1 ri ri NI NI NI Id NI NI 22g 0 0 0 0 0 0 • 0 0 0 0 0 0 0 0• 0 M p O N O O N N 03 w a w a a a c Cr N N N N N N N N N a a a a v c v a N N N N N N N m umio amn N O• O n O N CO03 CO ID 0 N 2 01 r r ec COV O 0 1' r r o N N m r � p N CC 0.1 9 O U 9 F. CCC .... u C 0 C C C 0 V C F C 94-44 61 01 m 610.0 d C C =a ti .01 000002g0.000.0.000000.00.00 m O Lel 0 r n 01n0 r pmmm m m 10/ CP m amp p m m CO CO in rl2171 7 77 mmmNN NN NINN m.nmmN rry m0101NNNNNNN.app ppp a Q al U O G] u. N X F F m X m O co N C. N N ti m N N N N 011111 H C E+ X X p m r .0 r m X p p N N N N N Section Load Case Information (Standard) for "8. Broken w/ NESC Med. - AF": NI L .0 •- F 3 � -.00 a 3 C09 9 44-4 .01 3 C CIE enw C 01 01 O L O d A V C - C 0 W 0 9 + WO .4 44 3 ya .. C C CC C B.. RCF .0 C C C c. CO . C r0 • W F¢300Lv C ..9 00 4. C444 36 a O > > C u < •.c N la O O u w u 6+ co0 N O O O 4.4 44 40 d d rn w N er N�mm Ni nOe N N m 0 0 N M M N n 0 L. r p N m o 01.0101.11.d.N r n 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O O O o 0 o 0 0 0 N g• gggg•gg•gg• o0.000000. rn mN9 orm N p m r N 611 • a o N n 0 0 0 0 0 o 0 0 0 0 NONONOONVI NI NI NI r-1 ei 0 0 0 ~ ~ N N ry N N N ry N N N N N 000000000 ✓ : p p p p I71 lq :CV' III orm 01 p pm m p N 0o n o O oO ON o m m r r 0, p 01 r m 00 N . 0 O O r.o o 0 N N r r e p N �m cn m r N N p rt N C C C 9 9 C C.0 c 0 7 v C C boa > d r 0 9 i. u0a O u C `C .01 N m ¢ m 0 0 0 0 0 0 o O o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 rao tnam a m m v a v a a a m r o w 2 2 m m .. .+.n .n SI N N 21 m NN.i. 1-101 1.i ww a mvm U S W NHHmmmmLn10010m �m X X m .1 m e. %% X •c4 .4.0. -icor � >0 0 .+ N Section Load Case Information (Standard) for "9. Broken w/ NESC Med. - .. u 0.0 • C1/3 F .t a00 3 009 9 0. 0 3 a 0000W 01. 0 a CO 6.4 a .0 a 00 • 9 • o ) 0 0 4. a .0 3 6C. 0. 0.a' 099 F R. 0 C 00 w 1.1.0 fCi V a 0 •>0 04+ 0.9 •. O 0 .036 0. dC 4. b••. 0 0.'Q 30.6 0. 079x•. a>$ 0w 01 .0 6 V N O 0 u v v 0 O K1 N O. O F v C 0. =a 44 SO 0a N o 0 01 a ry 171 g 1'0 m N N m m N r .13C o N o m m voi o2 2oo o r o r o o ry 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9 "1nor C ren Lel 222222222 N O N O N O O N N • 0 0 0 0 0 0 0 0 N ry N ry N ry N N 'C'• 0 0 0 0 0 0 V. a m a d C c • ry ry o �n r N • r m n a o V• m r or C m Cg 9 L 00 0 O 0 C 0.0 9'0a 7 60 0 WDA C L R R , d 02, O C 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C.1 01 0 r N r r O C 0 0 N LO nN N •44 CO CO l0 b LD O CT m m m m m H N N N H a m rz! Ln.i 1 .Ci.<n LOA r ry N .i.i.. N.i.i.i...-1. c ac m va K4 CO U(0 W > >4 X %N m mry>. N.+ N >4 >4 >..4 >. N.-1 N 0 X E Eco m m co 00 KX>c0 ao.osr 0r socro c Section Load Case Information (Standard) for "10. Broken w/ NESC Med. - BD": u 0 GO 0 u ... M 89•0 9 222 a°3a° CGL 00 ▪ 41,0 1 .0 .0 a O' 05,W ▪ 0.`m 0.0M 700 F3x01 a O tow 28 (-=w 0 ^- C O/ W `. ' 3 a Ea a M.*: Vic 444.5 3 V O 0 > > C u N 0 v 0 N 0 F u 0 4l u A In 0 0 0 0 0 0 0 0 0 oir�0000 O N �f1 0 0 00 0 0 0 0 0 000000000 9 U Cd B 0CO el CI) C9n C.0 y G SC, L OAy 0 C C O -oa u 0 ti 1 0 CI 0 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 m 0 m m ,, 0 r O P t(1 P PM til Mm 0 MNMMNM m m m m, H P P , H m m H, 0 a .mi .moi a Or -100,0 MM., NHHH,�,�,PPPPPP 4 [Q U W fy M X E. H m X m m m m„.o m N m m Ln m m. m X X P N.i N. N Section Load Case Information (Standard) for "11. Broken w/ NESC Med. - BE": u mt F 3 GU 2.b . 0 3 12099 O 00 O 3 0 G W 0 01,0O a .0 a 0.-5SW CQ.041 OLv 09.0 L C 0 F3.1 EEO F 90 W a ` , 0 0 W 7 L9+. 0 O1 FQ 3 0.* 0-.C5* a.53 1,G. 0. > 0 O 7 4W. a W Q L v G.O N 0Z W O, r P m N ..m O O P N M PPN n 0 0 0 0 0 0 0 000000000 000000000 O ry 0 0 0• 0• 0• 0 0 0 0 0 0 0 0 0 0 o m vl N P m M 000000000 000000000 00 N O N N O O 0▪ 0 ▪ w w v w v .000 N NNNNN Nrrviry 000000000 P P o ut . rM'. 0,0,00000 OO .i.a mmo W PN Point Loads for Load Case "12. Broken w/ NESC Med. - BF": 0 MuL G) MOO 00004 9 .... N 0 OI L oa >av O M Toa u d 0 0 n ry 00 n 5 m 0 0 0 0 O0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 001 2 0. 0- 10 0cin aOa sP CO CO 10 0 113 01 m so 10 m CO oaoa i ma m a om. .y CO 03.i,y 03 uni .n uni n r 111 u.l N .i n ry .d 1 ,y CV N r .i .-. .- 1 .1 C C P V C C UO W W En >4 >4 > F 0•>>40 m 0l• i,i....,.-i01m i. i. i..ii 0 Xxx m a. Nti r>o v rv� n>o N Section Load Case Information (Standard) for "12. Broken w/ NESC Med. - BF": / O4 •9 •4. C ry C F.23 t4. a 0.`F C 9 9 4 .Cr .0 F3a C Lnow L 0 F Ci V A • - C • 4> 4. F ¢ 3 4•d N10m vi.1 a0 N o0 ry o m CN m C C N r 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 m C o 0 0 0 0 01001001001N111 000..0.00 00 sr SP sr sP SP SP a cCP CP 002 a n m c N 10 n Oo 0 . . rovoi n a mnn�cPn 0-0,00-00010 m 0 01 m r n 10 C N Ci V Point Loads for Load Case "13. Broken w/ NESC Med. 9V 0 4C U9 — 9 .. CO al 4a C C.1 9 u C C V 0 .0 A 9 F. RI --4- r,+ 41 0 C.a 0 000 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 n o C i11 N m m b b m a c run, m m m m 111 N u1 N N �I) ul 0101101130101 N m m m ,7! 111 L1 -1,v .i 1.11vl r ry rv.i .i rr.i .i a ow a VV. [q V W W G. 0 x a m011 E0 nl n 0 ' A m m>4D.0m n 10,11101-1010-111,00 N tiN ti ry Section Load Case Information (Standard) for "13. Broken w/ NESC Med. - CD": 0 0 a0 F v 3 01 y 01 3 two 9 0▪ 'O 0 0 d as O1 a L 00.0 • - C 04. a 00 G 9 9 100110 t0 F3a 0 0 01 L L O FC1U 0 • 0 yC V1 • W L 9 01 01 F Q30.a. 0.' a 0101 04¢ 3� O. 6 >0.0004. i 041 Qma 0V U N 0 0 W v 000 N 0 F 4y. 0 - " L o0, CO N N m m 7 Vry n n vOi n a m a 01 CO a a N r 0 0 0 O O .00.000.0 g 0000 0 0 0 O o 0.0.00000 9. L^.on Na In m moO 00 0- 1. a.n ai m 0 0 0 0 0 NONONOON. 121 01 01 01 e4 01 01 01 01 a0000 a a a a O O o ry ry N N N N N N N N N N ry N N n'o0mN n. uim mvN O r m O . o r m n r m a N mG11 CO VD 0omm11.-- 110 ��ry m n 03111010101 00 .1 a0 U O O 01 Baa 0 v 00 0 0 O 0 0a.0 O v R L F ▪ 00 0 01 R 01 y 10.4 00 y =a 00 0 0 0 0 0O 0 0 0 0 0 0 0 0 0 0 0 0 0 O O o O 0 O 01 CP 0 111 41' C.` n ry n 0 143 1.13 1.0 0 0. CO 1,1 m w r r O n n. ;71 rN N.y 01010110.iaaa a as .n In .. m.n y ti.a Q 00 1) O 01 4. 01 N 0. X X 1. >I >. -01 >. 0. 0. N N 0, 0, N 0. 0. 0, N CO X F F. 00 m CO m m .o 01 CO m N .i m % X X a a a o N m n a m .o 0 1441 ry Section Load Case Information (Standard) for "14. Broken w/ NESC Med. - CE": O ▪ 0 .0 0+ F3 .. U l" 0 44 V1 .. 3 a 3 0099 00 T 0 a 0 a3a 00 M. 000 O • � 0 • 0 4. aQ0CL 0. A C 0 N F3a.0 - 0 10 d Fadi 0 • 0 "'y O N • 4 0 . 0 9 4"1 01 0 FQ3�v 01"«10 014. 00.03 L 0. 0. 01 0 0 4. ¢ W 00 6 0 N 0 O O CO N O 1O F 0 01 y m @a 1u r 01 1.0 03 m r . r g ram m N N o a N a ary r O O O O o .000.0000 2,22 0-0,0,0001 222222 0 0• 0 •0 0 0 0 0 0 0 o O 0 C 0 0 0 0 01 9 O .0- a 0 10.0a 00. 0 .0 >'-I:. F -9.. *.04.1 - 0 0 0 0 0, o O o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 a a m LI/ N N vl Cr a b 01 VD a a a a r r o o a m m m m m m m ,y lO N N 0 r N N 0.01 01N 01 01 01 01 01 , a s a m a s C.10 W fz y%EFmX0mmm Nom.-1mmi10 Nm..iW Xxxam N.1 r0 N.1 `��O Section Load Case Information (Standard) for "15. Broken w/ NESC Med. - � ▪ 0 F 0 0 1+ rur 00 m 009 9 0� 0 F 000 0 L 0 F O U (lbs) (lbs) a 00 • 9 • e —a mw Q 3 0. 0 9 9 L 0 00 F 3 F 0 60 4. v 0 F D V a t00'� 0 0W L 9 01 F ¢ 3 4 .0.. 0ry 3a C L 04 a Q q v 619F. Q .1• '. 2° 0 W Q6. N 0 O u Y v 0 00 N 00 a 0 F H N m N N m m N r m r /01N0/11./TNn o 0 0 0 0 00.00000o 0 0 0 0 0 0 0 0 h o h o r N 0(1 r 1-1 0101010101 0 0 0 0 0 0 0 0 0 Point Loads for Load Case "16. Broken w/ NESC Med. - DE": 9 1+ 00 • 001 U 0I 0 0 00.0 9 •-• 10+ G 0 0 0 0 o 010.0 0 10 F 0 0 0. /1.1 10/0 d 1+ 0 ✓Y 0 0 0 0 0 0 0 0 0 o c o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00 mo m o 10 10 01 00 in • NN oam rai vacuCO a rn umi rc LT, ui mm m.i.i 0101 IN .y .�.. mmm.a .am r N N.y ~.1.1.1.1 a as a a a Q W U O W G. N E E 0 X m m m m 0 m .r1 m m .r1 0 %xxaa aN r.o N.1 r�aN Section Load Case Information (Standard) for "16. Broken w/ NESC Med. - DE": 0 4.1 44 sMI .0 F F. O ... O u U t 0 m 0 OD .01 3 .F. 07 OO 004. .... C CO O▪ mU 0 C 01 4. 14Q 3• nL1.. O 9 9 L 0 F 3 .Oa C Op 4. SLC m V a C • .- C 0) W L 9-+ V N F Q34.v 0 -3a 014. COC Q 30L. 0. > • Y O 7 44 Q W •42 L v N C 100 44. 00 v N 4. 0 O N 4▪ 4 4.. a r n n ry n N r en v0 C N M C C N r 1y 0.00 1.500 0.0 1.500 3300.8 16.25 22.40 22.40 .Od 01 CO r r VD P N m r m u P N n 9 441 • C r01 0 0 C1 CO 0 els O .... 4 41 OO C 0 0 0 L 0 .0 > 4:. F F CI F 01 -a L u.. 04. a 0 .01 O o00 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 m 22 CI 10 01 mLn cr m v a 01 m m m rO 11,1 t311 03 CO 03 CO CO r r 0 r 0 0 P m m m m m m m .. P .. .. 1r r1 01 01 N V1 N h N tfl VI C11 N N 141-1 Cr.1m1 1 NI N N N d .i N .ma 0. 0. 0. 0 C a muowr>. xHmmmwN 1.11 10m�WI30�mmN X 11 m m M F X X P m o r m P 0 1y03 r .0 01 0 1y CO Section Load Case Information (Standard) for "17. Broken w/ NESC Med. - DF": 0y 01 u sop m vu yus q m .0 3 V UV 9 G G CI 0 .00 3 U .0 C C Y C▪ O O 00 1 O C 4. 099 • 0 3a L. L O F m U h .0 4L. r 01 ti 13101040101,10-0,111 0.11401,00,(310-0- N2 0 0 0 0 0 0 0 0 0 0 0 0 o 0 o o O o 0-.00,0,00N111 .i 0 o O o .i ggg gg 0 0 0 0 0 0 0 0 0 9N. H. “ o r M c viNUr.o .n 0 0O0 00 0 0 0 0 0 0 0 0 0 0 0 0 .00...... 1411 CP PIP NI NI NI IN N NI NI N 2 o a m 111 CO 113 .i 7,1 O 003 m r 30 P .-1 O N al m r r O P CO .71 o P o P m r ao 0 1y f1 m r r .0 N 2ococ, r - Point Loads for Load Case "18. Broken w/ NESC Med. CO 01 ag U O tO a0s 7 Op a 0 0 0 14 '0a C DI F 40.0 44V a+ car ti; 0 0 00 00 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C• -• ry 01 V 03 CO 10 LO 1.0 r0 01. v a s a o C m 1(1 N .0 P m • N W 0- ry 01 CA CA 01 01 ry N N H H N N C C C C C U O GI G. mE m X m m m .0mn 0uXE 0(flu10iR1ri0wN (-0 0 a 0 o N m r m 0 00 N.i ry Section Load Case Information (Standard) for "18. Broken w/ NESC Med. - EF": .0 .0 .0 00 '0 0 • 3 6 0. CT17 C. C 0 .0 6 F C OA 0. L 16. 0 FCiU C •'0 • C � C 0 4. i. 9 + 0 0 F 0 3 6 CO.. O C 0 W 04.03 L 0. 0. v O > C F. > >004. O F• 07 Q 7 N 0 O ▪ w 100 00 N 0 0 10 F W 0101010101010- I;11, v N 0 0 00 0 0 0 0 0 0 0o 01 LC/ 22ggggggg .;00000.;.;.; N w ggggggggg NONONOON 0• 00000000 ▪ C C C P N N • aa00 aa r1 a m � ouoi o m m r m m ry .•" Analysis Results: Maximum element usage is 99.70% for Angle "g68P" in load case "8. Broken w/ NESC Med. - AF" Maximum insulator usage is 62.67% for Suspen "1" in load case "1. NESC Medium Wind" Angle Forces For All Load Cases: Positive for tension - negative for compression Group Angle Max. Usage Max. Tens. Max. Comp. LC 1 LC 2 LC 3 LC 4 LC 5 LC 6 LC 7 Label Label For All LC For All LC For All LC % (kips) (kips) (kips) (kips) (kips) (kips) (kips) (kips) (kips) 15-16 g3P 57.69 0.000 -135.172 -124.726 -123.699 -135.172 -111.338 -110.070 -107.743 -106.557 15-16 g3X 39.57 83.162 0.000 79.175 83.162 44.775 15.683 22.217 19.135 25.894 15-16 g3XY 39.46 82.926 0.000 55.710 77.868 82.926 65.576 64.867 62.285 61.434 15-16 g3Y 47.73 0.000 -111.828 -106.137 -111.828 -70.255 -34.117 -40.546 -37.795 -44.167 15-16 g4P 57.55 0.000 -134.917 -126.841 -120.358 -134.917 -119.997 -118.987 -114.430 -113.762 15-16 g4X 45.00 94.565 0.000 81.825 94.565 53.240 10.037 19.463 15.545 25.212 15-16 g4XY 47.55 99.925 0.000 70.772 85.105 99.925 82.709 81.228 77.356 75.574 15-16 g4Y 52.37 0.000 -122.784 -122.784 -120.654 -75.053 -37.552 -46.973 -43.344 -52.423 32-33 g5P 53.29 0.000 -134.712 -126.484 -120.187 -134.712 -119.751 -118.743 -114.180 -113.516 32-33 g5X 40.42 95.051 0.000 82.054 95.051 53.482 10.138 19.585 15.661 25.348 32-33 g5XY 42.81 100.675 0.000 71.539 85.806 100.675 83.395 81.914 78.028 76.250 32-33 g5Y 48.16 0.000 -121.736 -121.736 -120.090 -74.351 -36.583 -46.012 -42.383 -51.463 32-33 g6P 49.23 0.000 -124.454 -117.692 -114.636 -124.454 -115.497 -113.753 -108.069 -106.725 32-33 g6X 36.15 85.004 0.000 76.793 85.004 46.978 3.919 17.225 11.170 25.073 32-33 g6XY 38.67 90.946 0.000 69.908 83.149 90.946 84.952 82.792 77.988 75.289 32-33 g6Y 44.84 0.000 -113.345 -113.345 -112.045 -73.486 -26.734 -39.357 -34.430 -46.714 32-33 g7P 48.47 0.000 -122.526 -116.135 -110.493 -122.526 -120.317 -118.602 -110.931 -109.971 32-33 g7X 36.60 86.064 0.000 78.310 86.064 46.780 0.552 16.856 9.591 26.333 32-33 g7XY 42.25 99.353 0.000 74.472 86.560 99.353 92.576 89.824 83.868 80.635 32-33 g7Y 45.91 0.000 -116.044 -116.044 -115.066 -74.512 -25.368 -40.841 -35.095 -49.738 41-42 g8P 40.69 0.000 -95.687 -85.395 -82.302 -89.890 -95.687 -94.415 -85.857 -83.851 41-42 g8X 30.79 64.708 -5.702 58.788 64.708 32.925 -5.702 10.962 3.611 20.661 41-42 g8XY 36.46 76.624 0.000 57.683 68.550 76.624 76.553 74.324 67.597 64.971 41-42 g8Y 37.32 0.000 -87.771 -87.645 -87.771 -56.231 -13.852 -29.420 -24.058 -41.060 41-42 g9P 35.23 0.000 -84.469 -77.700 -73.708 -80.964 -84.469 -81.782 -74.034 -68.951 41-42 g9X 22.22 46.710 -14.911 38.545 46.710 20.193 -14.911 4.317 -4.808 12.961 41-42 g9XY 28.50 59.908 0.000 38.186 49.531 57.206 59.908 56.080 50.157 48.139 41-42 g9Y 33.44 0.000 -80.194 -80.194 -77.825 -51.657 -10.759 -28.972 -21.581 -38.752 41-42 glOP 27.82 0.000 -66.701 -59.600 -55.840 -61.316 -66.701 -64.444 -56.705 -54.229 41-42 glOX 17.71 37.227 -11.319 31.948 37.227 16.751 -11.319 7.328 -1.010 6.143 41-42 g10XY 23.67 49.750 0.000 31.165 38.577 44.697 49.750 46.678 39.989 38.059 41-42 glOY 25.54 0.000 -61.235 -61.235 -58.469 -38.466 -5.548 -22.636 -15.961 -26.369 41-42 g11P 20.06 0.000 -48.095 -41.078 -38.407 -42.849 -48.095 -45.142 -37.860 -40.766 41-42 g11X 11.21 23.561 -12.588 18.844 23.561 8.746 -12.588 5.744 -1.571 1.746 41-42 g11XY 16.68 35.057 0.000 18.031 24.021 28.613 35.057 32.762 24.180 25.850 41-42 911Y 17.80 0.000 -42.686 -42.686 -40.089 -25.364 -0.388 -19.387 -11.027 -16.887 43-44 gl2P 38.38 0.000 -32.248 -27.625 -25.423 -28.231 -32.248 -27.618 -24.823 -28.192 43-44 gl2X 16.83 8.703 -14.142 2.782 8.703 -0.611 -14.142 2.865 -2.662 -2.598 43-44 gl2XY 24.44 17.476 -4.218 2.010 8.607 11.489 17.476 15.594 8.881 10.985 43-44 gl2Y 34.60 0.000 -29.067 -29.067 -26.382 -16.956 -0.734 -17.047 -10.647 -12.962 43-44 g130 25.42 0.000 -21.357 -17.416 -17.189 -19.129 -21.140 -18.826 -21.357 -20.278 43-44 gl3X 10.65 7.613 -7.719 3.596 7.613 0.864 -6.682 0.529 2.852 1.482 43-44 913XY 19.67 14.065 -0.211 2.679 7.208 9.607 14.065 12.127 9.767 10.809 43-44 gl3Y 21.63 0.000 -18.175 -18.175 -17.651 -11.246 -0.176 -10.649 -8.497 -9.653 43-44 gl4P 11.42 0.000 -9.598 -7.107 -7.430 -8.777 -6.900 -9.538 -9.598 -9.440 43-44 gl4X 7.11 1.052 -5.976 -1.969 1.052 -2.586 -2.677 0.665 0.978 1.018 43-44 g14XY 6.56 4.688 -4.230 -2.758 0.680 2.176 3.153 4.685 4.409 4.596 43-44 gl4Y 9.73 0.637 -8.178 -7.975 -7.887 -4.357 -1.895 -8.178 -7.869 -7.897 43-44 gl5P 4.79 1.332 -4.022 -4.022 -3.509 -3.979 1.332 -2.467 -2.045 -2.386 43-44 gl5X 6.88 0.489 -5.777 -5.777 -3.304 -4.484 0.392 0.489 -0.120 0.224 43-44 g15XY 9.09 0.000 -7.640 -6.468 -3.709 -3.090 -4.878 -2.535 -2.047 -2.419 43-44 gl5Y 9.12 0.000 -7.659 -4.944 -3.965 -2.722 -5.303 -7.092 -7.659 -7.318 17-18 g2OP 33.17 7.623 -6.780 -2.656 2.053 7.623 0.699 -6.457 0.402 -6.615 17-18 g2OX 38.65 8.881 -5.595 -1.925 -5.595 4.636 2.128 8.881 1.857 8.597 17-18 g2OXY 53.12 0.663 -12.002 -4.583 0.663 -3.918 -6.537 -12.002 -6.249 -11.705 17-18 920Y 31.66 7.276 -4.867 1.751 7.276 2.746 -0.385 4.593 -0.166 4.667 17-18 g219 55.80 2.374 -12.608 -5.357 -6.847 -4.693 -7.522 -12.608 -6.368 -11.488 17-18 921X 36.33 8.348 -6.674 1.770 5.436 6.419 -1.585 5.879 -0.375 7.099 17-18 g21XY 64.08 14.726 -0.019 12.160 10.781 7.311 9.857 2.563 8.655 1.263 17-18 g21Y 62.69 0.558 -14.166 -11.093 -10.092 -12.993 -4.479 0.558 -5.665 -0.565 34 g22P 47.75 10.973 -4.033 3.325 - 4.896 2.715 5.818 10.973 4.682 9.869 34 g22X 76.17 0.806 -14.081 -8.703 -7.153 -10.667 -4.426 -11.854 -5.521 -12.949 34 g22XY 72.53 1.411 -13.407 -10.227 -8.036 -6.306 -8.422 -1.092 -7.264 0.165 34 g22Y 54.55 12.536 -2.194 8.710 7.898 9.587 2.875 -2.194 4.043 -1.081 34 g23P 43.71 3.592 -8.080 -2.862 -8.080 -4.096 -0.952 -5.861 -1.121 -5.889 34 g23X 45.36 10.424 -1.543 3.383 -1.543 2.435 4.907 10.424 4.708 10.223 m o o N r N r m N N n .. 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N N N m N r mr N Nti O m m N r. o m 00 N N m m .a tit m 1 a .a m mON N asa rNmaNN,oNaN r(, 71. waN0m rn aNamNN as cern rmi xNmmama X 7• a aN, m mx �14 . ra rx x ra, ma mxx m ma m X mmo oo �x o7• .aHoXHNN x1• Na• ra m X ra• aa ax x>• aa ,n N m7' m ma m xN ma• a r X, a m X m a m X m o o x o .a.xXx .Ha N Nx N rnNt mmo,N m0 ,“ tr3 mmm, r,m73' "t; mmranmmm r,OV 7, mmo, oo'crnam m rn m m m m m m m m m m m m m m m m m m to tountntorai n N m m m r m m m r r c N N or c o N m m m r n n n n ri n n rr n or m rr m m .� N r, rr n n n m n n a a a a a aaaa aa a a a a a a a a a a a a a a a a a a a a a a a a a a c a m a c a a a aa a NN Nm,o ,o ,ommmmmmmm mmeN rrnn r nrrrr n m N M b m H m N M N m o n b b N n a., o b N n O m m H O m m M P H m N m c, N rv, o e M N m m m N n, m a m m m o m O H N a m N m, a O m n n a N m M m N m O n N m b a m N n N m n H b N m m O a M m m n M a O M N o N m N M O H b O O H H O O N N O H m 0 H O a O H N N 0 H O O H O O m N M H N O m M H O m m b H V M a H H m a n n m m O O N m N m N m H O O n n 0 N m b a N N m b N N H O H OIN b m a 0 0 a m b a O O m m N m N m N O T I O N O m m H m' H O O H O N H M 2 N H H O 2 O m b N m N m w w, m a,ry , o ry m n H N o m o a O n H m m , m O o m m o N N m n m m m V n H, m b m c w o m a o n n H H N a N O a o H N o m O m M H m a o m a m N a 11. M N N N r C M N r m m N N r N H a H M O N b, H a M n N m O H a H a O m o a r m m m a m m a a N O H o m o 0 0 � � � � � � � � � � � � � � � � � � � � � � � � � i i i i � i i H H H H 2 H 2 H H H H H H H H H H m ry N m H M ry H o m o H o b o o H o o M m m N H N m b o a H a o 0 a o 0 0 0 0 0 0 o H o H N N m H H H H o n m m m m m m m m m b m m N n N m 9 m 7 m m a e m m o N m m . 9999 H. H. o N o N ry m m M N N m n m n H. m P a m M. N N m o m a a c o n 77 99';N99°97'7'°° o o N o m77 oHM N 0 o a o ry ab H a 0 0 o a o om o 0 o m 2715' 2HH 271,`17: ,`47,' H H H a m a o n H N n m W. W. ry e m n m N m ry ti N o N m N m m b N m N H O 0 0 0 O O O H O O O O O H O H m a M O H a O 0 O O ry N b� m m m b N m m N m m O m n m m m m Nm N. N mO m m 0 o H N N o n C O m b m m o 997 N. a m H H O H H O H O O O H N o m o N O ry O N m e o m b o 0 0 a m m m m O m m n H O O H b O O H O O n m m m m O O b a O N m 0 O OO O m N H 2 b O 0 0 0 0 O a O m m to H N O O N N O O O m 0 0 O N O N O O O N N N m ry 0 0 0 N 0 0 0 0 0 0 0 0 0 m 0 O O o N m N N m o m m N O H N m m O m m O n 0 n 0 0 0 m n O m b N o O N O m O b N O m m m N O N O O O N m o b a m m m H N m N O O m H 0 0 0 0 0 0 H O H O O O H H a O N m b O O b m H m O b O O b H H N H N N N N O 0 O H O m H H H H H H H H H H b O a 0 a 0 a 0 a ry a N c n. u1 c m W n m m ul o N m a N a a, n m a o n N b n m m o W a W m mWwW a. n N m m N O ry m b a n b m N P b, N b O H O H o H O a m m N H HHH M, n m m m H H N NWMNM b a m a a m n m m n m N m c m a N N a H m H m m m a m m m a m b m VI m m m x N N m N N m N m m N m m„ „ m r m m m m m m m m m m m m m m m m m m m m m m m m m m m m m r m m N m N m N m m N m N m r m r ammmaaXammNNmmmxmoooHXNNmam nNNoHNmambnm04HNmammmm�oaabNbbnnmmm ooHHNNmm s m CO 10 CO CO CO CO OD oa CO OD CO OD OD CO OD OD 01 01 01 01 CD Crl N N m m m m m m m N m a a m O O M M m m a a a a m a a a a a a w a a a a a N N N N N N N N m m m m m m m m a a a 0 0 0 0 m b m m m m m m m m m m m m m ry m m n n m m m m ,, m b b b b b b b m O V p O H p o p es N m N M N O m m N p n p o O m N O p m m m r m m m m p O m O p O H o M m n m m m m n M O m ,WNp n n m m m m m O p N XIm M m p H m m m o m a r m p 0 C m N m N m O N N H O M M m r M M O M m O O m M m N m m m n H O r m O M O N m r p • H H H O H N O H M r p m p m N n O p O p n H N N N m r m H O m O O N m m m m o 0 0 0 0 0 0 0 0 0 m 0 0 0 00, O p N H i H i H N N I I I H H m O r m p n m n n n m m n M N n N o N O m o N 0 r n N N O p o p a O m m n 0 m O N 0 0 H H H 0 0 0 m N p m O O O H O 0 0 0 0 0 0 0 0 0 m O m m o N m m N m n p m m N m n H N,, o H m M m O m O r 0 N O m m N n� n m m o N e o m m o p b p N m N n N o m p N N o m p o v ti o m o o o ry m m ry H O H H N m r m m n m o m H o N o o H O o 0 o m o o O O H r N p m H mPH p.r m O H N N H p r p m n n m p N p N O p O m O O O m O N a •o ry p• m• m•• m m o m m n o o mom o N ry m p • H H H H N H N m m m m o m o m H H m p o o ti o 0 0 o H o 0 o H m m ry o m p m m m m N n o n n ry m m P N ry N N o m m a m o m m N H N H H N N H m m m m m H N N O H H m N m m O N H n n O O o 0 0 O O O n m r m o ry H O p m r . o p97779-.9719 H H H H N H N H m m m m m H N M p p m O N , O ry m m m O m m p m H H O O O HHH ,NM m O m o o m m m H m o r m m H p r m m H n m o O H N m o 0 0 m m M M m n m m W. H O N m m O M m O O O m H. W. r 0 H N H p p n � p O N N N N n n m m m H n n 0 o O p N n p m H H O O n O O H 0 0 0 H O O HH O O O O r 0 m O N m O N m n n m m o m O O H n 0 0 N O O O O m p m o N O O m n n n o m 0 O o O H m m 0 0 N N 0 0 0 O O O m O m 0' N p p m p m 0 O N m O O O O p O H O H O p 0 n O O o 0 , l l 0 0 0 o m O O m H O m O O o H O 0 O O m 0 0 0 0 0 0 H O n N O H WVM M N N OHH ON m p m r m H n O m O m o W p O 0 O o O O m m o mm p NN N O mr o m 0 0 m o N 0 O m O O0o mnpmomO pa W. m ryON~ N mo O C no 0 02 NNNNnmmmmm HOmoHoHNONm OpOmopHnmoH oornmoom omHm "H mmnnm HRHHoHo,1OHOoNoNoNo nOo0000 m m , m po m op o m p m m o ppOo o p m 4 m m m m N N N N m m m n r b M, p M n n p T,M p n m N H H H m H m m N N m a M p n n N p p a n M a C P C C m r m m N p O n O m O m m N r N N n n a m N a N a r a N a N a r a r a N a a r a N a N a x a x a m a a a a N a a m m a a a a a a a a a a a a a a a N a a a o a a a N m a a a a a a N m mmmmmmmmmmmmHH Oo0000 000 HHHHH HHRH NN MMMMMMMMMMMMrnMMMMMMMMMMMMMMMMMMmmrnMMMMMMMMMMMMMMMMMMMMMWMMmMMMMMHM 0 0~ 0 o 0 H H~m~N Nm mN Hmo mH me m m m m m m m mm N N p n n n0 n m mH mH nH HH H HH HH m n w w p w p pw O w 0 0 0a 0 0a wx 0x 0a 0x xw 0a Ua Ua U ~ U333333U33333330333 33333 xxawzwaxw E F F F m m m 000000 H x x x x www w 0 0000710000 0 X y 6 0 0 0 r o o 0 0 0 0 0 CI..7 Y m . N f 0 0 0 N mcbPrico a 00 O. -r71 0,.7 X b N m N a ry N N O r a a o 4 ti o N P N r P 0 N .i N Or m oo.4.io 0 0 X 0 0. Y 0. X V m0 P 0 0 N m .4 N V 01 9 CO ill VD 9 d 7190900 Ln or, 0. U o o o O .a N IN r4 O O .4 0 .4 o 1.4 X N ry m 00 010 O m n o o MO NN n � m'a r co u^ 0 .. r c o . . O .4 O o 0 0 0 0 0 0 d O H O 0000071030710 oou"i m,o Lo'o' P O O O O O O N 2 m 2 b r N m m O O r M m m N P m b CO n b N b b P r b N N P N M x>,>,r. X>4>, 0. 0, 04 N �nx P N N P N N N ir(1 N N b rno,�mmm->o,rnmmrnrno, U U U U U U U U U U N XX 000 m1001PI MMMIMXXM EEE E E E F E E E E. E. E E x x x w w w x wx w x xx x x Angle Forces For All Load Cases (Continued); U a A Ui 00 C.) 0 4 0/1.0 0 as 0 0 E. O R GP 44 0. X 0 0. 0 X 0. X N N Nb n o.mn c�.„-4 7,,"<7,-,!.' ,O NQ N 20 22 mry n 2222 ncmo P n bb m 22022 2 2, m 2' P N on nom N mm 7. H. prmwonV. H. N.9Pm7mH. .. bNrvm m curb N crN 'a '4 Nm NPcc r� NON N P Om1 N b � N N M N M 2 , o , N N , , i , , � , b m • N N' m • b• 1 2 N N m a o 2, 2 m 2 N a o N m N m .a m P N N 7 N O m m O P m N P r 0 r r P N P m N O O M. O r m N N P 01 N b N m N b N r O N P m N N P N .a P n m 2 N rPi O r N N N b O N rl .Na .Ni 7 7 2 2 1 N N P P b N O -102.705 -100.284 -100.506 N N O 0 01 b m N m m N N r N 2, m P 0 b r'N N P m 2: m b m N M b avv1. m ry a c m m am ona rvrvm .a rvuin 9 r9H. N La 7 2 NbPN N 0rl b N m P N N H P M M N P N N f' N N P P 1 71 LO oN m.arm No 0b l0 01 CO 01 m NNON Ne . m Na m 2 n m P 0 r N o m m m m O r m 2, O P mr m 01 0 N. 0 9 c 0 P r Ill miry �u1mNm OI N rf N m m o ry N N 7 H N O PN 9 w o cm 1 71 .a No '000 rab rvNr 2Nrl 22)2 mPo mNN2c 2 Pm m �r 0CONa r 1.0 (0 Ot V ri�r N � mo ,nbN.4 N•En r•amo ornec rbir� vNiomNrv abmnNa NNN01 CO o I 71 1 71 01010N, 0 2. c o m N o P bc m N o rl b N m N 0co'r7'.'4Oo mPr m.nP nb ob n COm N O N N P O N rO N r P 0 N r P 0 N 2 P n N N rM rP 2 2 2, 2, 7 N N N o.a N , n nb 4 bci m r O m `Lc a P N N o N C N .rrl N g. N m C b b N tN0 r rbi p NN'22 n 01 M b m N N m N rli Ti eVi m Pi vl 1 PI N11 r '11 0 H rl r ra 01 PI No m • 12 m o a s.aNm� c.4 NN mN r U34 27 s. ,, N ,,A7 ,, N m ,j27 N com . . . . . . . . . . . . . . . . . . . . oc ri 2 2 2 2 2 m2'rP.a N mum''43g mmac H. N N. N��� m m Nmry b4 oma uoi� m rvmm a NCO CO00ill 01 m m m N m N N N ONO r m O\ m b P Cr-. c 0 ri C r N O P O 10 N COO N O 001 r b .-1 b iNi m N m b N m � O r m b m 7 b P N m C N N m r. 7 N m P P N �� N c m e P m b o ry o m N n N N c N Ti r P .4 N m m P b N P m 'a N .4 N N N N N m -' 272 m m N n m M 2 b b r m N rN r b m N N N r M P OP N N N N N r) � m PM NPN b0NONP N . i mry ma m o o N CO oOD 71 N.COm N P b P r CO b n o ra nmN bnri m OPm Nr O 4 N r Or N 0 10 P CO 9 0 N 9 N 71 01 , N 71 N .4 W X>,>, W x>,>,a x>,>, W x>,>,0, x>,>, a x>,>, W x>,>'>,0xN000>40)4 00 )4 00 N 0 x N >. u mXmx rnx mrnxommXmm xornmxCFI oox0.,.4 .4rN0mncXPu00000'amN rnrnP mm0 mb ,r mm rnm .a momrnmrnmmrymmmmmmmrnornmmm m m m m m m Cr, rn,.mmmmm N N P P P c P P P P a a c , P P P P a a IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 'i .a '1'4.1.4.4.4 m rg ri ri ri N n N mm m n c mac 2, 2. Pc c 222 m a m PP Pcc PP Poo cc w 2 c 2.a.a.71.4.a P o N m (4, o Lo m 1.0 o m n in P N H o, P O m n m Q a\ H m m O O N O n H P. H. n r!, n r 10 O N m rn N m N O O P N P n 0 N m r m r normo N mm n0 o PO Ln CO m m m P .mm O N COm aA P n pr1 N pN, el 01 0 11111 Lel ifl O N VI n N p1 r 101.0 of 01 m rri e\ m0 sr sr COmP 1N0 O m m N n NOOON NO H2Oo n Omo,� a 0.0, o 10 0010 o n 0101.0 oo,v o CD N .1 ,y a r ti r r H r nmry ry r sr CO cm m�uli mN urio o wm N v°i 0 � • m u,sr 01 rmn m 0N r r r r r r r r m P m r r r lel I r r I r r N r r r , r , n o o r r, N 22 oNrni 2 792 Nrr PNmCN 20 2P2 o 27 01- n N mP�2 nm NO2r e P oOo o n 2201mNm mn oPNn m oNNm 222. Nm orim . n 9790 9r110111". H. r. M. nnmo H. N n P N NO.'''?° .. mom Pn..2 r a Ni m o PLn r r, r �, r i r r, �, r r r r N r N H, N r N r r f{ r r r N r r r r 7"7°°°7°7 omP 1.0 r m No 000 NmP.i 1ooOPm m P 010111 Nr ,vm lmoPo o 110101 �Np10 ,^ 11019 ry oa0 m oolro rm.ni � u. . ry . . N r Pm r r N o 0 on ary o.+,.0o r r r 222,2 r .. r .i .. r r ..,y N r r ,-1 r, r r r r r . r r r, CO 01 01 0 N sr 01 01 CO me . n H o ,v 2rmn oN bm� 2N , " 112120 mmr rv2omol to ry amain • rmiPo rnim '4' • .+mP.+o mom ,n nm 1.0P�m N m ,. oN CFI sr 0 01 N 13 sr N 10 r N O vl 010.010N m m N o\ n o n n N if, m P N01 04 el N m .i O c LID 10 01 CO m 0 N N .y CO 01 LEI to COr N rfl O N m N 10 N n n P N , Po m 0 N 01 ON O1 .. 01 el 04 01 el CO LII 01 01 31 H O N N" 7 P 7 O n r r .n P P n O N N .� 2 r 'i r r r r r rl r r r r n '{ r r r m r r , r 0 0 0 0 Nngg m N m a m O m N 7O 01 n�N m '7 M o ry 9997.77mm9."01mry9 rN 7 inn mNm m mmmryH. P N mC vN N NP m 9.o 79 9n 7 P N P p99.O P P m mVu, ".'227922'7'7`7"9"227""27"7'7'°99"9922" t; N N ry 2 o r r 2 r r r 2 2 r r r .i ,. r r r r r r r r co co N 01 CA OD CO 0r aN CO 0 0 OD 01n r,-. 01 00 01 CP 01 r 01 ,n o mo.m 1oOrPm sr CO N CO sr CD moo° LO m Nmm . rvonPm 2 m �.. n m N m o a No O m to n P P N n N o r r r .4 r N r N .i r N r r ,-� .. r r P , ~ m rti , r r ,y ti r N O CO • N OO m n T N. oP m n m m ., mry mN o N1p N ono o in mn Nr m o 2, m rM P o mC m r o P m O r • M 0 01O M r 9 N mN N O H iOOON HOn • H 7.P.0NNCH. r N r , , i r r ,Pi 7. r r 2, r n P n r r , rl r r .i H m 10 m N N N .i O o n N 2 2 P P N O m .ri N b r 2 P O N m r!, 11 2 n P r N N n r m 2,2 mm m nP r 1.0 m m w Nim H. nn m m,H mo H. 7. V. 9 uoin Pm m.H. mv� novni 7'``,'"" r n 0 P r r r r m r r r N o" r r n r r 9 2 2 .Ni 7 N r m P m r r 2 10 P m r n ti r r r r r r 2, , r r r n m 2..01,-1 m n rig winorw 1, 10 mr Pr 10 2r r 0 901 Lr Cn N r0nl 2 m 0101o 2.P •n � 10.Lc, Le CO CO v •• Or OOOrNO nn,Om n no plN10 I H el el r el r r rH Hr 11-11-1, r r 1 r r r X N N W x N N o. x N N o. x N N [L x N N W x N >. o. x N N o. x N >.. 0 m N 0 0 x0 N N 04 x >. >. o. N N x >. 0 N N W N >4. N 0 0 N N N N N N m m >. N or m N m o o N .ix.+NNNNnmm� PPx Pun o t4t.n ,0,40rr Xrmmmmm m o Oxo.a>4.-1,301,41N01,1)4,10 PPm N m X1or xr xmmm x ox 0>0mmmNmmmNmmmNmmmNmmmNmmmNmmmNmmmN mofmnmmmnmmmon molmnmmm0 m0mn 0>0mnmmmmm010>0 m0m0 010,0, m m of o, o, m m m m rn m m m m o, o, o, m o, m 0 u, m c c c a a a r r r c c n CO ssr n O. COn n n n n n n COn COn COn n n n n n n n n n n COn n n n n P Cr a a Sr Sr P P P P P P P P P P P a a P P P P P P P Sr a P P v a a 0,1 L110101.111,10, 0,10,00 0000,1,10,10,10.00,1,100,001110NNOHN,10 0000,1,1,1,100,HONCO 0301,1 0 010101003 11111111111 riN..CONL11.Nr40,10 00,0 000 0,1,0,10,0.0 0,1,0 0,1,0111000NOH,1040.4.0.40,11-1.0 000 ONNN0100,00,0) 01101310 COO OD 0 CO 0 „ „ ,3 0 71 0 0,1 0 71 0 l0 71 0 H N 04 •40 0 7 cr 71 01 CD,3 71 0 0 0,3 0 71 0 71 H 0 N CO CO 0 01 01 2 0 CO 01.2 e-1111, I 01.001.0 \ON, 010,10 0101, VD,C00,001,,.0.40,011.0 01001010NO3,G0,0.0 '001.0003 0.00,01010N, as a, un La, 03.0 CO crNO cra3100000Nmc001 a N N o m m o m m , m N m O n m o N oN dIn N m o m � m m m o o� o ry o M n c a N n N n m m N c c N N N O N m N, m H ,oma m N N o N m O N n m a o o N O O o O O N r.. .. r .. N... i o a ti m ' I N N N N i i i P m N N m m n n mN m N Non n m m m a m o ti o m o a v N o m N N N m m O, N n N VIN N o O p N M O N N N N ry C 0 0~ 0 0 0 0 HI m m N r ry N n m m m m N n n n N m n a o 0 o m o m n N a m N N M N n O m e N ry m M M o o N o ti n c m ryo o nry o M ti o N o m m o N m c m c N O N " o N m w m n a N O r e p o N ry N o o m N No m o O o 0 0 0 o O r a N n N H m o o m , o n n m m M o e o m a P m o m c m e m m M m O N o m 0WO ery m Mo mnwotinmonom H m a v o Ommm ap mNacaoa mo M Om NON NNm N NNm mN NOO Cmn mNNNNN NCN 000~0000 0O , N o m m en o O m o a m m o, H m n m o m m m UI N a N ry m m N O m O N m m m W m o a H O N c N n O o W o n D a m N N N N N N N O m m c N N o N a o m m m~ 0 0 0 o N o O 0 0 0 i N i i i r r r r N m I N N N N r r r Hi N a O a m o n m Ono m N a m m m n n O m O O O ry m o N O e N N N O m N n M N O m N m m o o m o 0 N M m b N M M C N O o m O N O N o M W C C N N N o N m w n m N m O m m n. n O m m N N N m a n 0 O o o N 0 0 0 0 IIII HI nmm m m o m w n o a o r a m n a m N N N N N N H a o o n ry O o m n r N 0 o N o 0 r N r r r r r a o n m. � N N N m m m N N N m N m N n m m o Nn m n m o 0 m M, m N o m ooo o m m w N N O H~ N n m m N N O o N N N N N. o O HOHMOm m m O O H o 0 0 o N III il a m N c N m N N v N m N n g n n N n N a m m N n s o n o ry m n m N m N m m m o O W ry N m O N N p o M ti o a o o o o w o N r ry n o e o o n m o n m H n N N N N N N N m r c m H n N N N v N a M n n o N ry N p n 0 0 o N o 0 0 0 0 r r r r r r 1 N N m i, r 1 N N N. . N w N a r a. w N a N w a N m r a. N a r a r a r N N w N m x. x w x a m w w N.4m w m m w w w w a m a w w o w m m w N w a a a o a a w a a. n m o o N N N ry n n a c m m m n n m m m m m m n rn mmmmmmmmmmmmmmmmmmmmmmOOs 00000 000 mmmmmmmmmmmmmmmmwmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmm m o0 O o N N N N n n n 0 0 0 0 0 0 0 0 0 0 0 0 0 O O O O O H N N N N N m N N O O N N O O O O N N N N N N ti ti H ti N N N ti N w w w w W w w w w w N N N N N N N N m 333333333333333333333333'''''''`'''''''4 00000000 000000 000000000z a x x a a a s x a x '4 ,000000000000 N o mm m m m m m m mm coNNNN ocrrm to o awm m r m ui mvi vicuoi ou"'ioe .aooO 0000�. r,y tio..o 10 N 10 0 01 Vm V1 t(I N 01 10 m N r O O H. O NN O V 01 r m I, V m b m N O1 m rl O O 10 0 m m O 01,0100 0001000000101.000,0010 m.m-i-i rvam+am my r. ,y H 0000.. o 0000,1.1.1 ti 00.+0,1 o m oiv a.mi voi in .mi o c r 0 0 0 0 0 0� ti m O 1n Nwo .i nsa�oPrrvi 00000.-1"H H 7 O r N o m m -+ am u o oo oo. o oo o.+ "' 00 Ncm r rvaN o�n `,74: 1p O N rl N N N r N 010.. m 0.0100 V m m 01 m 01 m N O N N 10 10 m m 0 . . . . . . . . . . . . . . . . . . . . . . N 0 0 0 0 O O O O O" H N O O N N O M N p M N 0 0 0 0 O H H N O O O m m m r N C Nr m m C 70' N C r N Oa N L.", m r O m m O m m N N ry O O O 0 0 0" 0" 0 0 10 C m m C N m r P O m N C O ry cir-10100 00 Or -100000 0 N m m m a ol m ol a x xNmW Wo XaXaLoOXwNmo wwm to mt,n to v mrnmmbi nnocmmmmO10•i tncnm m m m ono O m U' o o c U U U U U U U V U U N N N N w w w w w w w w a a a a a a a a a a a a a a a a a a a a a a a m m CO m CO m m CO m m x x x x x X x X X X X X X X X X X x X m N 1 w w w w w w w w m w w w w w w w w w *** Overall summary for all load cases - Usage = Maximum Stress / Allowable Stress Printed capacities do not include the strength factor entered for each loadcase. Group Summary (Compression Portion): Group Label Group Angle Desc. Type Angle Steel Max Max Comp. Size Strength Usage Use In Control Comp. Member (ksi) % % Comp. Comp. L/R Comp. Conn. Comp. Conn. RLX RLY RLZ Force Control Capacity Shear Bearing Load Case Capacity Capacity (kips) (kips) (kips) (kips) L/R Length Curve No. Of Comp. No. Bolts Member Comp. (ft) C401 C411 -C431 C501 15-16 32-33 41-42 43-44 C403 C413 C433 C503 17-18 34 35 36 37 45 46 47 48 C505 22 38 49 105 110 53 C507 23 39 50 55 54 117-118 92-93 94 78-79 65-66 99-100 101 124-125 80-81 67-68 52 51 EXT EXT EXT LEG EXT 30 LEG EXT 32.5 LEG EXT 35 LEG LEG LEG LEG LEG BRC EXT 30 BRC EXT 32.5 BRC EXT 35 BRC BRC BAC BRC BRC BRC BRC BRC BRC BRC HRZ EXT HRZ HRZ HRZ HRZ HRZ HRZ PLN BRC PLN BRC PLN BRC PLN SRC PLN BRC PLN BRC ARM BRC ARM BRC ARM BRC ARM HRZ ARM HRZ ARM VET ARM SUB BRC ARM BRC ARM HRZ ARM HRZ ARM ORTH HRZ ARM ORTH HRZ RED redundant brace LEG EXT LET BRC EXT BRC HRZ EXT HRZ SAE SAE SAE SAE SAE SAE SAE SAE SAU SAU SAU SAU SAU SAE SAE SAU SAU SAE SAE SAU SAU 8X8X0.5 8X8X0.5 8X8X0.5 8X8X0.5 8X8X0.5 8X8X0.5625 8X8X0.5 5X5X0.3125 5X3.5X0.3125 6X3.5X0.3125 6X3.5X0.3125 4X3X0.25 4X3X0.25 4X4X0.25 3.5X3.5X0.25 3.5X3X0.25 3.5X3X0.25 4X4X0.3125 3.5X3.5X0.25 2.5X2X0.3125 2.5X2X0.3125 SAE 5X5X0.3125 SAE 3X3X0.1875 SAE 2.5X2.5X0.1875 SAE 2.5X2.5X0.1875 SAE 2.5X2.5X0.1875 SAE 2.5X2.5X0.1875 SAE 2.5X2.5X0.1875 SAE 2.5X2.5X0.1875 SAU 2.5X2X0.1875 SAE 2X2X0.1875 SAE 2X2X0.1875 SAE 2X2X0.1875 SAE 1.5X1.5X0.125 SAU 2.5X2X0.25 SAE SAE SAE SAE SAE SAE SAE SAE SAE SAU SAU SAE SAE SAE SAE Group Summary (Tension Portion): Group Label Group Angle Desc. Type 3X3X0.25 2.5X2.5X0.25 3.5X3.5X0.25 3.5X3.5X0.25 2X2X0.1875 2X2X0.1875 2X2X0.1875 3X3X0.25 3X3X0.25 3X2X0.1875 3X2X0.1875 2X2X0.1875 3.5X3.5X0.25 2X2X0.25 2X2X0.25 33.0 59.36 59.36 g111P -136.4113. NESC Ex 230.691 229.800 33.0 40.17 0.00 g126P 0.000 236.928 229.800 33.0 0.00 0.00 0.000 0.000 0.000 33.0 0.00 0.00 0.000 0.000 0.000 33.0 57.69 57.69 g3P -135.1723. NESC Ex 234.309 252.780 33.0 53.29 53.29 g5P -134.7123. NESC Ex 259.095 252.780 33.0 40.69 40.69 g8P -95.6874. Broken 235.175 298.740 33.0 38.38 38.38 gl2P -32.2484. Broken 84.015 91.920 33.0 76.83 76.83 g116P -17.65517. Broken 23.484 22.980 33.0 91.12 49.41 gl2OP -11.35514. Broken 54.244 22.980 33.0 0.00 0.00 0.000 0.000 0.000 33.0 0.00 0.00 0.000 0.000 0.000 33.0 64.08 62.69 g21Y -14.16617. Broken 22.596 22.980 33.0 76.17 76.17 g22X -14.08114. Broken 18.486 22.980 33.0 86.44 86.44 g25P -14.00810. Broken 16.206 22.980 33.0 54.88 54.88 g26Y -12.3925. Broken 22.580 34.470 33.0 63.99 58.74 g29Y -13.4995. Broken 28.721 22.980 33.0 60.22 60.22 g3OX -34.5947. Broken. 60.513 57.450 33.0 57.00 57.00 g36X -23.4335. Broken 41.110 45.960 33.0 75.65 75.65 g38X -14.8855. Broken 19.678 22.980 33.0 25.24 25.24 944X -4.9685. Broken 19.679 22.980 33.0 0.00 0.00 0.000 0.000 0.000 33.0 70.25 70.25 g48Y -5.2081. NESC Me 7.413 22.980 33.0 25.98 25.98 g50Y -2.2122. NESC Ex 8.516 22.980 33.0 83.29 83.29 g53P -5.7175. Broken 6.864 22.980 33.0 46.67 46.67 g58P -3.2031. NESC Me 6.864 22.980 33.0 48.33 36.97 g63P -2.5371. NESC Me 6.864 22.980 33.0 74.43 37.47 g66P -2.5721. NESC Me 6.864 11.490 33.0 0.00 0.00 0.000 0.000 0.000 33.0 36.27 36.27 g81P -0.5913. NESC Ex 1.630 22.980 33.0 83.86 83.86 g78P -2.0671. NESC Me 2.465 22.980 33.0 42.27 42.27 g76P -3.3613. NESC Ex 7.950 11.490 33.0 41.72 41.72 g71P -3.3175. Broken 7.950 22.980 33.0 99.70 99.70 g68P -0.4888. Broken 0.490 11.490 33.0 56.24 56.24 g84P -2.6104. Broken 4.641 34.470 33.0 46.27 0.00 g86Y 0.000 22.023 45.960 33.0 53.19 0.00 988Y 0.000 13.969 34.470 33.0 46.78 46.78 g89P -18.4986. Broken 39.546 45.960 33.0 51.69 51.69 g93P -20.7191. NESC Me 40.086 45.960 33.0 9.41 0.00 g95Y 0.000 16.723 0.000 33.0 21.61 8.36 g97P -0.5257. Broken 6.276 22.980 33.0 89.35 89.35 g99P -2.7426. Broken 3.069 22.980 33.0 51.33 51.33 g106Y -9.1364. Broken 17.800 34.470 33.0 51.90 51.90 g104Y -9.23813. Broken 17.800 34.470 33.0 24.32 1.92 g107X -0.10312. Broken 5.387 22.980 33.0 62.83 62.83 g109P -3.3842. NESC Ex 5.387 22.980 33.0 95.54 95.54 g149P -2.4702. NESC Ex 2.585 0.000 33.0 3.53 3.53 g153XY -1.5449. Broken 43.754 0.000 33.0 8.05 8.05 g154X -1.1223. NESC Ex 13.943 0.000 33.0 34.48 34.48 gl6OP -1.5391. NESC Me 4.463 0.000 494.999 494.999 0.000 0.000 544.499 612.562 643.499 0.250 1.000 0.000 0.000 0.500 1.000 1.000 0.250 1.000 0.000 0.000 0.500 1.000 1.000 0.250 1.000 0.000 0.000 0.500 1.000 1.000 58.30 50.53 0.00 0.00 53.93 57.55 52.83 123.750 1.000 1.000 1.000 74.45 30.937 0.750 0.250 0.250 194.27 30.937 2.000 1.000 1.000 115.64 0.000 0.000 0.000 0.000 0.00 0.000 0.000 0.000 0.000 0.00 24.750 0.500 0.500 0.500 154.47 24.750 1.000 1.000 1.000 173.31 24.750 1.000 1.000 1.000 172.77 37.125 0.550 0.550 0.550 147.01 24.750 0.550 0.550 0.550 124.99 77.344 0.500 0.500 0.500 80.63 49.500 0.500 0.500 0.500 87.33 30.937 0.500 0.500 0.500 143.62 30.937 0.500 0.500 0.500 143.61 0.000 0.000 0.000 0.000 0.00 18.562 1.000 1.000 1.000 231.68 18.562 1.000 1.000 1.000 190.96 18.562 1.000 1.000 1.000 193.94 30.901 6.695 0.000 0.000 14.292 7.625 7.000 6.167 34.754 7.439 0.000 0.000 16.761 11.482 9.992 14.055 11.950 10.630 10.101 10.101 10.101 0.000 11.507 7.877 8.000 18.562 1.000 1.000 1.000 193.94 8.000 18.562 1.000 1.000 1.000 193.94 8.000 9.281 1.000 1.000 1.000 193.94 8.000 0.000 0.000 0.000 0.000 0.00 0.000 18.562 0.500 0.500 0.500 457.33 32.547 18.562 0.500 0.500 0.500 339.29 22.280 9.281 0.500 0.500 0.500 172.29 11.314 18.562 0.500 0.500 0.500 172.29 11.314 6.187 1.000 1.000 1.000 458.66 11.314 37.125 1.000 0.350 0.350 255.68 16.704 49.500 1.000 0.500 0.500 136.80 10.602 37.125 1.000 1.000 1.000 156.15 6.389 49.500 0.350 0.350 0.350 93.95 15.524 49.500 1.000 1.000 1.000 91.70 5.303 0.000 1.000 1.000 1.000 79.31 2.604 18.562 1.000 1.000 1.000 179.94 5.908 18.562 1.000 0.500 0.500 257.31 13.230 37.125 1.000 1.000 1.000 162.16 8.000 37.125 1.000 1.000 1.000 162.16 18.562 1.000 1.000 1.000 218.68 18.562 1.000 1.000 1.000 218.68 0.000 1.000 1.000 1.000 280.37 0.000 1.000 1.000 1.000 86.46 0.000 0.500 0.500 0.500 144.77 0.000 1.000 1.000 1.000 245.52 8.000 8.000 8.000 9.206 5.000 9.434 8.000 1 20 1 20 O 0 O 0 1 22 1 22 1 26 1 8 5 2 2 2 O 0 O 0 5 2 4 2 4 2 5 3 5 2 2 5 2 4 5 2 5 2 O 0 5 2 5 2 4 2 4 2 4 2 4 1 O 0 5 2 5 2 5 1 5 2 4 1 4 3 4 4 4 3 2 4 2 4 3 0 4 2 4 2 5 3 5 3 4 2 4 2 4 0 1 0 5 0 4 0 Angle Steel Max Max Tension Tension Tension Net Tens. Conn. Tens. Conn. Tens. Conn. Length No. Of No. Of Hole Size Strength Usage Use In Control Force Control Section Shear Bearing Rupture Tens. Bolts Holes Diameter Tens. Member Load Case Capacity Capacity Capacity Capacity Member Tens. (ksi) % % (kips) (kips) (kips) (kips) (kips) (ft) (in) C401 LEG EXT 30 SAE 8X8X0.5 33.0 59.36 0.00 g112P 0.000 202.125 229.800 494.999 0.000 30.901 20 4.000 0.8125 C411 LEG EXT 32.5 SAE 8X8X0.5 33.0 40.17 40.17 g126P 81.1982. NESC Ex 202.125 229.800 494.999 0.000 6.695 20 4.000 0.8125 C431 LEG EXT 35 SAE 8X8X0.5 33.0 0.00 0.00 0.000 0.000 0.000 0.000 0.000 0.000 0 0.000 0 C501 LEG SAE 8X8X0.5 33.0 0.00 0.00 0.000 0.000 0.000 0.000 0.000 0.000 0 0.000 0 15-16 LEG SAE 8X8X0.5 33.0 57.69 47.55 94XY 99.9253. NESC Ex 210.168 252.780 544.499 0.000 7.125 22 3.400 0.8125 32-33 LEG SAE 8X8X0.5625 33.0 53.29 42.81 gSXY 100.6753. NESC Ex 235.161 252.780 612.562 0.000 7.625 22 3.400 0.8125 41-42 LEG SAE 8X8X0.5 33.0 40.69 36.46 g8XY 76.6243. NESC Ex 210.168 298.740 643.499 0.000 7.000 26 3.400 0.8125 43-44 LEG SAE 5X5X0.3125 33.0 38.38 24.44 gl2XY 17.4764. Broken 71.502 91.920 123.750 0.000 6.167 8 3.400 0.8125 LOW0000909999190WW999900990199909W01999W900000 NN NNNNNNMNN N N N N N N N N N N ry N H H MW WW m mW mM m 00 0 0 0 0 0 0 0 0 0 000000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00 O o 0 0 0 0 0 0 0 0 0o 0p 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 000 0 0 00 00000000 0 0 000 000000 0 0 00 00000 0 00 0000 0 0 0000000 0 0 0 0 0 0 00000 00 0 0 ...............10,000 0HHHH .........00000 H.� O O H H H H H H H H H OI.. ... H H M H O H H H H H H H H Hn. O H H HI.. H H O O O O N N o O N N N M N m 0 N N O N N N N N H O N N H N H M d M 0 dl O N N M M N N 0 0 0 0 .0WOOHNN900000000000,0,0000N01,04STCC00910001.0000 LOCI 00 O 0 m m o N M 0 0 000. 0 00 00 O 00 N m H ..-100 O m N n O0,100 0 ONONO N dt 01000 o O N r t` 0 0 0 0 d[� 0010 O0 H O0..t.00000 N 00O N 0m CO HH. HHHHHH .. MNHHHHH H.. HH.. H 000000000000000000000000000000000000000000 000000000000000000000000000000000000000000 0 0 0 0 0 0 0 0 o o 000 0 0 0 0 0 0 0 0 0 0 0 0 0 00 0 0 0 00 0 0 0 0 0 000000000000000000000000000000000000000000 r is 0 0 0 0 0 0 O N N N .I O N N o ift 00 O O N N m 10 N N O O O O MM 00oN 0U1 m 0010 m mo1010 e 90000 00 r r H r co 01010 111 N O N v1 N m100 o V1 u1 H.N+ O O o O 00 00 m o o r 0. m 0 0 0 M M N N N N N r d M M .•... H H H H .-I .4 NON d C 1-4,1 MMH o O d o m m m O m m m com 10 m m 000 0 0 0 0 0 N O 0 0 0 O O 0 O m 0 0 0 m O 0 0 0 0 o O 0 0 0 0 0 0 0 0 0 0 0 000000 m 00000 mm O 0tD o <` mm0000 0ol o o mmm d m mo00 m mm d0 m 000 o do m 000 NN O O N N O N N O N N ry H O N H N H d m d 1010 O N d dl N N 0 0 0 0 NN N N N N m d N N NNNNNH N N H H M d M d !1 N N M M N 0100 0m r mo 000Nm mm0m m 000 NMNr o O 0 0 o m N OO C 10 m 0 0 N M 0 CO M M M M N N N C O r m m r 04 N N N O N N 9 m N N 0. m N d O 01 0 0 m H d m m O N N N N N 0 m r 010 m 0 a M 0 0 0 0 N N O H H m 10 co 0 d N1 m 0 d N N N N N N N N H H H H ry r1 N d d1 N H H M M ,010190•101 00 00 0 O7 01 X v v v v v C W l''' v `k'2 C W W X W v 0 W W 0 0 v 0 C C C 0 0 W£££ £ v C CC C£C d££ W C££ W .01010)141100110 X 0) 0) 0 0 0.14 W X0..1 0 0 X 0 X X X X X W W 0 0 0 0 U U O X X U U U X Y U U U X O D U U X U U 24 m m 214 0 0 0 0 0 04 (A 10 0 0 0 W W 0 0 0 0 0 0 O V w W W O 0 w w(U 0 2 2 N Z 0 0 0 to m m ZZZZZZ Z 2 00(0(0(0000110(00 ZZXCOZZ NN ., M N .d, m m m H U. H H. O H H N lO H 000 1mf1 0N0 rv, Nm .Hi t' dm 00 m H40o OON NON 0N10010 N00 NN.H-I 10810 N a 000 mH 01 d0 000 o M O N o M N V. 0 r M 00000HH N .d,NNH O0..1m 1om0 ONHON HHH100'N NON dHMON0 0.04 X�XXmXa.N,X �Yaaaa aaaaa>.aamoaaaalN axaa>.a mNWH .. ddd QO mm Nr HNNNmd COm Omr<OHOOON t11 nm 01 00 N 01 N N 1 l N 01 bl 04100 0 01 0 0 0 01 0 01 0 0 0 0 Ot U 0101 01 H .., L0 010mmo1mH 01 01 10 N O O m H O .. O m M O mN N H H 0 d 10 N O 0 o d 0 f0 N O N M d O m d m N 00 0 b o N M 0000d.1.00mN0g0NONO MN0MMWM,NHO dm.omN 0 0 m n.NHH HNdH MMNm NNoom d 01)00 m MOT r dm0 r H MOn Mom m 0 0 0 H 0 m O N O N M dOm N N N N N H r Id 0 m M M M d 0 0 0 0 10 0 M u1 81 0 010 N 10 0 0 0 10 w m H d N m N 0 r m 10 m m r n N m d d r M m d d m m d m a 10 N 0 1~ IO ry m M 000000000000000000000000000000000000000000 M M M M MMM M M M M M M M M M M M M M M M 811 M Nm M M MMM N M M N M M M M M M M M M M M M N M M M MMM M M M M M M M M M M M M M M M M M M M M M M M M M M M MMM M 1010 0 0 10 mom 0N N m 0001010 010 ON m 0NNN m m In m m In N N ry N O.N r N N r r H 00 00 m• • MMM 0 0 0 0 0 0 0 0 0 .101 0 0 10 NXin N114NNiN�114 . .M.1 ..1Hmmm. ..mmHNXNNx Mx mmmNX • 00 0 d 00 0 0 0 0 0 0 0 XXX XXX •XXX •XX 1<N0<XXXXX XNNN UN1XX . • • XXNXX0 NNN ••XX 00 d d 1n u) d N N M N u1 1n m 1n LO M M M N N N M Ifo NNO 00uxi 0000 M N . . • . • 0NNN XNM 1X01Nf1 M XXX NNNUN1 Ln001• No M MNN 1x01Nt11Nn>NN NmM N M H N N N N N 0 07 0 0 N a W Q5 0l710 W /1010Nml000o0l/0nl00n1n0001010o00cl00 0tl 0cHXo N F 01 0 0 0 0 0 01 0 0 0>0= S 10 1 1 1 0 0 0 0 0 0 m W0 0 10 > M 0OC ia' x x N a 0 1 W �y N�1 W W mmm W mmm m [0 •= ZZZZCZZXXIXOXICTAFEEN U W U x a a a a a a Q Q Q Q 01 Q m Q 44401 01 W0 0 0 0 W W ma m 0 CO Q 0�0 41 M M M M 0 d m 0 N m 1n N O0 m m M r 0 10 0 H H 00 N H 0 0 0 N M O H M M N 0 d 0 N M d 0. 1n O N N m m r 0 0 0 N m 0 1n m W W 0: a a a m x 1000, d0 HH 01n� • 0O. H non NOWm 0 0 1-11-1>0 WWW H 0 000 W U um Stress Su Summary of Maximum Usages by Load Case: L m 00L 3 0 0 V W W W W W W W W W W 0 W 0 W W 0 0 0 9 a m m a m a COM a a a a a N a am a aa m N m H M11 m.,H MIMMMMmNmN01NH MH m 0101 M m '00100100101.. 0 0 W 4. 0 W 4.10 4. 11. O 04)01010101010000000000 10 01 10 1 1 1 1 1 1 1 1 1 1 1 1 1 1 01 W W W W W W W W W W W W W W W W 10 1 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 41 00 m m m m m m m m m m m m m m U W W W W W W W W W W W W W W W W c0i1 C 'Z 2 2 2 2 2 2 Z 2 2 2 2 2 2 Z 2 W -H �� 2 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 • -0)000000000000000 N E W W W W W W W W W W W W W W W W XXXXX XXX X X X X X X X 81 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1.1 SI 11 40 11 H H i, 40 40 11 11 M M N N 11000000000000000 W .'0"W"027 -1c= d m W r m m H H H ., H H H H H W 2 Summary of Insulator Usages: 7 ae 86 X - CO 0:10 N 60) N O. OF 7 1.01 ▪ .. 0 O W a+a 0 o O o 0 0 0 o O o 0 0 0 0 00.0.0.00000000000000.00.000 L y 04 ✓ 0'00roro00rororo 00000000 m00ro010roro0'00000ro111410000 000= 440)440)0440)044141414)4441444404W C C v C C C O C O v 0 0 C C C C C C L 0 v -H 0 -H -H 0 0 -H -H -H 0 -H -H -H -H v 0 -H -H v .H -H -H 0 -H v v 0 0 -H -H -H -H .N .H U L nd 3 0)04 N 3 3 H H 3 3 3 H 3 3 0 3 H H 3 3 N 3 3 3 N 3 N N N N 3 3 3 3 3 0 7Q O 7 0 0 E E 7 7 E 0 E 0 0 E E E N N E 0 N E 0 0 N E m v m w E E E E E E ♦L+ 400444141000 7 E 7❑ E 7 7 7 n❑ 7 E❑ 7 E E 0 0 0 o Ct 7 7 7 7 7 7 N 0 0.i v -.i 0 .N 4) -H 0 01 0) 4m'O'OH mm0H'0mH'0'00m400410N Nm0m mrorororoot LO L V -1,a 0 01 P C O1 L O1 00 L 01 01 01 V' V' 0) L e' v L L 0 01 C V Cr 0 0/ 0/ 0/ 01 01 0 0 pp,, X X 0£ 0400 X 0££ £ X £ X X £ 0004000 L w® 0® 30 0 @ 0 (1J p 01 0 0 01 0 0 0 0® F F u u u u 0 0 0 u 0 0 0 0 0 0 0 0 000 0000000000 V yet 00000 010'41 u1000000'00'0 m 011 U10010V1 •• 7 O 00000 N V m -H o -H Z Z -H -H Z W Z -- 00 Z Z Z -H -H Z o -H Z W W -H Z -H -H -H -H Z Z Z Z Z Z 0 0 Z 3 Z 3 33 Z 3Z 33 Z3 Z Z 3 3 3 3 3 N F 0 'i .i 0 .H. 4 01 0 'i . 0 4 ' 0 .i 0 0 0 0 ri ri .i ri .y .i U E N E N E E 1044 N N E E E E E 6.1.. 0) v v FI -10 0) 1'1 01 0 0 0 0) V 0 0 H N N N N N H H H N 07 L.0 ▪ L ,10 L L L '0-'0 L O 0 00 X X X X X u X X X X .0 v G1 W 00 0 0 00100 7 U U 00 U 0 0000 C 0 0 m0 0 0 m000 Q f. Z Z 0404 Z Z ZZZ Z L b 0 W 0• ( t0 M M MM M M MMMM 14U °.9c!9'.9 0= 0)44,, a71 u 0 a 7 L 4 L L 0 O y O U N ▪ ••. u u 40 a 7Q0x.. L L N LU 0) U 0 70176 440.40.0 y O Liles L U Vi L u m a 444) 0 4 L N E N E 3. NESC Extr 3. NESC Extr 3. NESC Extreme P M N m o n N c c a • O O O rl N M n N m n, n•,• N O M N• O H .i N N N N• O m 0 0• 0 M E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E 0 0 0 0 0 0 mromrom�m�40 00).mi m 4040 04040 .m.mmmmmm�mmm�H 4040 N N 01 01 N 01 0] 000000000000000000000000000000077007 aaaaaa N 7 N N N N 000000 0 44>00<>0004)>.0.0.0)0.4). Q .i N M 0 m .0 n m a o a c m 0 a s F X X a 'i N VV X a44QQQa ry inu. MvrvirM V.Noammtirvoo.mi-i N.M ilM 0 0 0 0 .i H M O N M O M o .. O H O O O H H H H O N 0 0 0 ry c N ry N m m .i m n m m n n� rvinil a rvvv°�ioa a 0 0 0 0 HH M o N N O N O H O O H O O O H H O O O N 0 0 0 0 m m m H O H o W m W O n M O M N. O W o .-. M N W m M M O O O N m m M M M �o�oNm�o MaM m�ry.i mm n ano .N.00 oM omm mNMONm NM o0 000 0 0 0 0 0 0 .0 0 0 .i O H o o O o 0 0 o 0 o 0 0 0 0 0 0 0 0 o m m m o O o 0 o O o o O o oO 0 0 0 0 O O O 0 0 0 0 0 0 0 O o 0 0 0 0 0 0 0 0 0 o a o 0 0 0 0 0 0 o a o 0 0 0 0 0 0 0 0 0 0 0 0 o O o 0 0 0 0 o a o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 X>.>.>.>.�>. >. m0>.>.�0m>. X140>.X>.wammwmaww .H 0 0 m n.ncMO V 04 Q0 V FXX V A M V H N M HNMHHN aaaQaaaaa E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E 0 0 0 C m m m m H m m m m m H 0 m m H 0 0 04 t 04 m 0) 04 0) l0 H H 0) 0 -H•H•H HHHHH000000000000000000000000000000 G d C aaa 0 0 7 0 0 0 0400)400040,1001004H010 Xm V M XX 0X'Ei F XHIMHNrl 00.00 n m C M N m ,P0 m a X X X C rpt 4 4.4 a Q MHHQ '0'0'0'00'00'0'0000 00'0'0'0 0'0'00'000 000 `CI 0 00 000 0 444404444444444444444444400444444444444444444444444444444444444 333333000033333330000030333333333 4)4)444)404440 E E E E E E E E E E E E E E E E E E E E E E E E E E 7 7 7 7 7 7 7 7] 7 7 7 7 0 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 77 7 000'000000'0brovro'0/o'CI ro'CI vro'CI rorov'0vb'CI 'CI b'CI vro'0 44 0 v 0 0 0 0 0 v v 0 01 v v v v v v v 0 0 v 0 01 0 0 v v 0 v 01 0 0 0 £££££££££££££££££££££££££££££££££ U U U U U V V V V U U U U U U U V U U V U U U U U U U V U U U 0 N 0 0 0 0 0 0 0 0 0 0 0 0 0 N 0 0 0 0 (� 0 0 0 0 0 0 0 0)1 0 0 W W fil W 04000 W W W W W "F4.1` W W W W W r`2' W W W W 0 W W W W W W W W Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z .1` Z Z Z Z . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . N 2 ma moaaa9 a as O 222 og N2 mm m PPP.PP��� P N a a 0 0 m ". O r a r m N m m a m m N N P P H m N N N N m a r a 10 mar m m a a P N m O N N N N a m .i .i .i 0 00 HT -1,10E4,10 m 0 0 02,10 0 0 0 0 .i .i 0 0 00 00,2 N 0 0 0 0 0 0 0 0 .. .i N M N m O m 0 N .i 0 0 0 r. ri r-1,1000 0u-/ 0 0\ 0\ m 01 01 01 0 00 CA co 01 en 01 N .Ni N 0 10 10 1.0 CV N crI CO 01 m CO 0 LO 10 m uVICOVI0i 1m0 0 1ri1 r .ri m 0 0 0 N CO Om m 01 10 P 01 TO M r r01 O N N 01 10 m m 01 1.13 10 UD ri c N .ri x 0 0 0'1 0 0 0 .414 a [0)v m m m 0 0 0 0 0 0 N 0 ri .i O r. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10 10 10 10 10 10 O O O O O 0 N O N N O .-1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10 10 10 W b 10 0 0 0 m O 0 O O a N O O m m N a N O r O O O O O 'CT. a Cr?, N 0) 0 0 a 0 a . . O m i N m N a 0 0 0 b m m 0 0 0 0 0 01 N NONOV0)0 Oa0am t-h000N mm111 m 1 . m0101000OoONoOmOr0000r.00000.i..o0o000mmmmmm0oO00oNOONoN0000oOO00000OOaOo0100.rrr 6-000 222222222222 o a o O o 0 0 0 o O o 0 0 0 0 o P m o mN0m or N m 0 0 0 0 0 0 N 000 000�omc�ONrh0 am 000 00 0 a 0 0 0 0000 00 0 0 O o 00000 0 0 0 0 0 000 000000 00 000 00,1 ONO .i .i ON 00 00000000,20000 00000 o 00 0 0 0 0 0, 0, a. X !. >4 >. N N m >. >. 00mm N N X XN X >, a. a 4L W 10 a1 O. O, a. LM >0 X 0. > m N > N m >1 >1 >4 mm >. >. X X >0 >4 >41 M a a1 a1 a1 a, a1 aa1 0) 0 a1 X >. >. 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Y 00 0 O 0 .+ 0 0 0. O 0 .a + mem m 04 .07 FF Load Case N10 VIN,cONN,O.NN01,0-0.0--01 • • . . • • • • . • . • • • • • • • N 01 0 CO ri 0-1 CO 01 01 CO CO OD OD OD CO 0 N N N 1-1 N 1-1 10 .0 0 0- 0 0 01 CO 0 0 10/ VD 0- CP N • • • • • • • • • • • • • • ul 0 :3 O. N 01 OD N N 11, CO TO CA CO CO r-1 01 CO 10 01 COI CA I"- ' 2 2, L-4 2„2 f!?, 2, 2 2 `,!•,' 2 2, 2 ,`?„`g ,T„Te .11. P.000000000000000 113 c1. .0 CO V CP CO CO .0 •12. •11. 222222222222222222 111011.0000000000000000 . . . . . . . . . . . . . . . 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 N 1-• C0 .10 CI 01 01 0•1 01 /0 N en en rel • • • • • • • • • • • • • • • • • • ▪ N .0 OD OD CO CO CO CO CO CO me CO OD CO OD OD OD 1.0 0 0 en en rel ten rn rn en en en rn I' '2 2 ,ca `,2 `,'0-n) 2 `4 eo Ts ea eo ,0 "in O. 10 0 r':f1 2 2 2 2 2 2 2 2 2 2 2 2 2 2° 10. • X 000000000000000 4)0 o " 2 2 2 2 2 2 2 2 2 2 2 2 2 2 0 see ce) -H giC,A11ZZZZZZZZ0ZZZZZZ 0 1, CO 0 Z 0 ZXX X X X X X X X X XX XXX ES21 ▪ •0000000000000000 4400 enE0eu0000000000000 ee,C eek f -e 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 44 eu 4-1 .0H143-IHHHH 1.1 14 $41.-1 000 >4 Me CO 1,0 cel 03 01 CO PI en PI MI 111 • • • • • • • • • • • • • • • .0 .4 en 1 V " r'21 ' eq rTe O a, ell 0 :0:0:00-4O • *00 End of Report PSM Engineers 2200 6th Ave., #601, Seattle, WA 98121 Check for Secondary stresses - Antennas Antenna supported member Loads Capacity Member desc. Leg Member type SAE Member size 8x8x0.5 Member label g3P Group label 15-16 Length = 14.29 ft RLX = 0.5 Comp. force, Pu = 135.18 kips Comp. capacity, $Pn = 234.31 kips The load case which controls the Leg member analysis Extreme wind load condition Factored wind load = Factored weight = Standoff distance Factored wind pressure = Member width = fy= z_ Length = Moment, Mu 2601 lb 1470 lb 1.5 ft 23.143 psf 8 in 0.9 33 ksi 15.1 in' 7.146 ft from PLS -Tower program from PLS -Tower program antennas + frame antennas + frame (18" standoff- assumed) steel strength section modulus =2601.7.146/4+1470'1.5+23.143'0.67'3.2'7.146"2/8 = 7166.83 lb -ft = 86.00 k -in (Assume antenna mount is supported at mid -point of Leg member with standoff - conservative) $Mn =0.9'15.1'33 = 448.47 k -in Combined stress ratio Pu/$Pn + Mu/$Mn = 76.9% OK 206.622.4580 www.psm-engineers.com C17007 Combined stress check - equipments.xls PSM Engineers 2200 6th Ave., #601, Seattle, WA 98121 Check for Secondary stresses - Antennas Antenna supported member Loads Capacity Member desc. Leg Member type SAE Member size 8x8x0.5625 Member label g5P Group label 32-33 Length = 7.63 ft RLX = 1 Comp. force, Pu = 134.72 kips Comp. capacity, Pn = 259.1 kips The load case which controls the Leg member analysis (Extreme wind load condition Factored wind load = Factored weight = Standoff distance = Factored wind pressure = Member width = fy= z= Length = Moment, Mu 2601 1470 1.5 23.143 8 0.9 33 16.8 from PLS -Tower program from PLS -Tower program lb antennas «frame lb antennas * frame ft (18" standoff- assumed) psf in ksi 7.625 ft steel strength section modulus =2601'7.625/4+1470'1.5+23.143'0.67.3.2'7.625"2/8 = 7521.97 lb -ft = 90.26 k -in (Assume antenna mount is supported at mid -point of Leg member with standoff - conservative) Mn =0.9'16.8'33 = 498.96 k -in Combined stress ratio Pu/ Pn + Mu/ Mn = 70.1% OK 206.622.4580 www.psm-engineers.com C17007 Combined stress check - equipments.xls PSM Engineers 2200 6th Ave., #601, Seattle, WA 98121 Check for Secondary stresses - Coax Coax supported member Loads Capacity Member desc. Leg Member type SAE Member size 8x8x0.5 Member label g111 P Group label C401 Length = 30.901 RLX = 0.25 Comp. force, Pu = 136.42 Comp. capacity, Pn =230.69 ft kips kips The load case which controls the Leg member analysis Extreme wind load condition [Coax: (6) 7/8" coax + (2) Hybrid Cable from PLS -Tower program from PLS -Tower program Type = 7/8" Nos = 11.5 (equivalent) Nos exposed to wind = 4 (assumed) Factored wind pressure = 23.14 psf Member width = 8 in = 0.9 fy = 33 ksi steel strength z = 15.1 in3 section modulus Outer diameter of coax = 1.09 in Length of member = 7.725 ft Wind load on coax = Wind load on member = Moment, Mu 23.143 ' 1.6 • 1.09 /12 x 4 = 13.45 lb/ft 23.143 ' 3.2 ' 5.66 /12 = 34.91 lb/ft = 13.46 ' 7.72525 ^2 / B + 34.92 • 7.72525 ^2 / 8 = 360.80 lb -ft = 4.33 k -in Mn =0.9'15.1'33 = 448.47 k -in Combined stress ratio Pu/ Pn + Mu/ Mn = 60.1% OK 206.622.4580 www.psm-engineers.com C17007 Combined stress check - equipments.xls Fall Protection Load Cases on Steel Transmission Structures 10/15/2015 Prepared by: Owen Kohashi, PE, SE Seattle City Light Structural Engineering Supervisor The fall protection load cases presented below are in addition to the load criteria and load cases defined for a particular transmission structure. Steel lattice towers and steel monopole structures are covered by this document; any other types of structures will be dealt with on a case-by-case basis. Background In April 2015, OSHA changed their rules concerning linemen, which no longer exempts them as "qualified climbers". Linemen must now be 100% fall protected when working 4 feet or higher above ground and are no longer permitted to free climb. Seattle City Light is in the process of implementing new fall protection guidelines and fall arrest structure attachments that are based on testing done by the Bonneville Power Authority (BPA). The highlights are: • Wherever possible, structures will be accessed with bucket trucks or lifts instead of by climbing. • Where climbing is required due to vehicle access constraints, and for frequently accessed structures such as those carrying wireless antennas, the structures may be retrofitted with either vertical ascending life lines or with connection fittings attached at step bolts and at joints along the climbing route. Design Criteria • 3600 pound factored fall arrest load, acting in the vertical direction (1800# max fall arrest load with a factor of safety of 2). Only one fall arrest load will be assumed to act on a structure at given time. • Load shall be applied anywhere along lattice tower legs for the full height of the tower. Load shall be applied to any of the tower legs, not just the leg with step bolts. • Load shall be applied at ends of lattice tower arms, and at any joint locations of the bottom members of lattice tower arms. • Load shall be applied anywhere along the height of monopoles, acting 14" from the face of the pole. The load shall be applied along the pole axis perpendicular to the axis of the arms. • Load shall be applied to the ends of monopole arms. • Assume the following environmental conditions acting on the structure and conductors in conjunction with the fall arrest load: o 15 degrees F o No ice o 4 psf wind o Load Factor = 1.0 PSM, Projecj: "c1706fissaq poncho-scl" Tower Version 9.20, 3:31:24 PM Friday, May 26, 2017 Undeformed geometry displayed Z Usage Legend I 0<=% < 25 125 <= < 50 150 <_ % < 75 175 <= % < 100 1100 <= PSM Engineers 2200 6th Ave., #601, Seattle, WA 98121 Check for Combined stresses - Fall protection load 1.8k (ASD) or 3.6k (SD) vertical load to be applied to any tower leg at any location Fall protection load supported member Loads Capacity Member desc. Member type Member size Member label Group label Length = RLX = Comp. force, Pu = Comp. capacity, Pn = Leg SAE 8x8x0.5 g8Y 41-42 7 1 87.65 235.17 ft kips (SD) kips (SD) The load case which controls the Leg member analysis ENESC Medium Loading Condition J 250B LC from PLS -Tower program 250B LC from PLS -Tower program Vertical component of load = 3 0 Ib factored Lateral component of load = 0 ilb factored Factored wind pressure = 4 ipsf Member width = 8 in = 0.9 fy = 33 ksi steel strength z = 15.1 in" section modulus Length = 7 ft Axial load, Pu = 87.65 / 1.5 + 3.6 1.5 lowest oLF in rule 250B = 62.03 kips Moment, Mu =0'7/4+4'0.67'3.2"7^2/8 = 52.27 Ib -ft = 0.63 k -in (It is assumed that load is supported at mid -span of Leg member) Mn =0.9*15.1'33 = 448.47 k -in Combined stress ratio Pu/ Pn + Mu/ Mn = 29% OK 206.622.4580 www.psm-engineers.com C17007 Combined stress check - fall prorection load.xls PSM, Project,: "€1 'q7 siaq poncho-scl" Tower Version 9.20, 3:31:24 PM Friday, May 26, 2017 Undeformed geometry displayed Z tower leg make an angle with vertical = 10 deg 3.6k 0.63k Usage Legend 1 0 <=%< 25 25 <= % < 50 1 50 <= % < 75 I 75 <= % < 100 1100 <= PSM Engineers 2200 6th Ave., #601, Seattle, WA 98121 Check for Combined stresses - Fall protection load 1.8k (ASD) or 3.6k (SD) vertical load to be applied to any tower leg at any location Fall protection load supported member Loads Capacity Member desc. Member type Member size Member label Group label Length = RLX = Comp. force, Pu = Comp. capacity, Pn = Leg SAE 8x8x0.5 g111P C401 30.901 0.25 126.4 230.69 ft kips (SD) kips (SD) The load case which controls the Leg member analysis INESC Medium Loading Condition Vertical component of load = Lateral component of load = Factored wind pressure = Member width = fy = z= Length = Axial load, Pu Moment, Mu 250B LC from PLS -Tower program 2508 LC from PLS -Tower program 3600 lb factored, 630 lb factored 4 psf 8 in 0.9 33 ksi steel strength 15.1 in' section modulus 7.72525 ft = 126.4 / 1.5 + 3.6 1.5 lowest OLF to rule 250B = 87.87 kips = 630`7.72525/4+4.0.67`3.2' 7.72525 ^2 /8 = 1280.38 lb -ft = 15.36 k -in (It is assumed that load is supported at mid -span of Leg member) Mn =0.9'15.1.33 = 448.47 k -in Combined stress ratio Pu/ Pn + Mu/ Mn = 46% OK 206.622.4580 www.psm-engineers.com C17007 Combined stress check- fall prorection load.xls City of Tukwila Allan Ekberg, Mayor Department of Community Development - Jack Pace, Director December 5, 2019 Jim Barta Camp & Associates Inc. 19401 40th Ave W — Suite 304 Lynnwood, WA 98036 RE: Request for Extension #1 Permit Number D17-0323 Dear Mr. Barta, This letter is in response to your written request for an extension to Permit D17-0323. The Building Official, Jerry Hight, has reviewed your letter and considered your request to extend the above referenced permit. It has been determined that the City of Tukwila Building Division will be granting an extension to the permit through May 24, 2020. If you should have any questions, please contact our office at (206) 431-3670. Sincerely, Bill Rambo Permit Technician File: Permit No. D17-0323 Tukwila City Hall • 6200 Southcenter Boulevard • Tukwila, WA 98188 • 206-433-1800 • Website: TukwilaWA.gov it Frankie Alexander From: Sent: To: Subject: Ms. Alexander - Jim Barta <jim.barta@campassoc.com> Tuesday, November 12, 2019 10:51 AM Frankie Alexander RE: D17-0323_Permit Extension Request_Verizon Wireless_SEAQ Ponch The permit needs to be extended because the property owner, Seattle City Light, has not authorized the work to begin. The project can't start until the owner approves. Thank you. Best, Jim Barta Land Use and Site Acquisition Specialist Camp & Associates, Inc. 19401 40th Ave. W, Suite 304 Lynnwood, WA 98036 Office: 425-740-6392 Mobile: 503-327-6448 jim.barta@campassoc.com www.campassoc.com r Request for Extension # Current Expiration Date: Extension Request: fApproved for days ❑ Denied (provide explanation) Signature/Initials PLEASE NOTE: This message, including any attachments, may include privileged, confidential and/or inside information. Any distribution or use of this communication by anyone other than the intended recipient is strictly prohibited and may be unlawful. If you are not the intended recipient, please notify the sender by replying to this message and then delete it from your system From: Frankie Alexander <Frankie.Alexander@TukwilaWA.gov> Sent: Tuesday, November 12, 2019 10:48 AM To: Jim Barta <jim.barta@campassoc.com> Subject: RE: D17-0323_Permit Extension Request_Verizon Wireless_SEAQ Ponch Hi Mr. Barta, Can you please provide an explanation for the need to extend the expiration date? I will be forwarding this information to the building official for review. Thank you, Frankie Alexander Permit Technician 1 City of Tukwila 206-431-3672 Frankie.Alexander(a@TukwilaWA.gov I http://www.TukwilaWA.gov From: Jim Barta <jim.barta@campassoc.com> Sent: Tuesday, November 12, 2019 10:15 AM To: Frankie Alexander <Frankie.Alexander@TukwilaWA.gov> Subject: D17-0323_Permit Extension Request_Verizon Wireless_SEAQ Ponch Ms. Alexander - Per our phone conversation, this is a written request to extend the subject permit for the Verizon project at 10815 Beacon Ave. S. Permit# D17-0323 Please let us know the new expiration date for the permit. Best, Jim Barta Land Use and Site Acquisition Specialist Camp & Associates, Inc. 19401 40th Ave. W, Suite 304 Lynnwood, WA 98036 ' Office: 425-740-6392 Mobile: 503-327-6448 jim.barta@campassoc.com www.campassoc.com PLEASE NOTE: This message, including any attachments, may include privileged, confidential and/or inside information. Any distribution or use of this communication by anyone other than the intended recipient is strictly prohibited and may be unlawful. If you are not the intended recipient, please notify the sender by replying to this message and then delete it from your system CAUTION: This email originated from outside the City of Tukwila network. Please DO NOT open attachments or click links from an unknown or suspicious origin. CAUTION: This email originated from outside the City of Tukwila network. Please DO NOT open attachments or click links from an unknown or suspicious origin. 2 10/1/2019 City of Tukwila Department of Community Development /JIM BARTA 19401 40 AVE W - SUITE 304 LYNWWOOD, WA 98036 RE: Permit No. D17-0323 VERIZON WIRELESS 10815 BEACON AVE S Dear Permit Holder: Allan Ekberg, Mayor Jack Pace, Director In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 11/24/2019. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206-438-9350 to schedule for the next or final inspection. Each inspection creates a new 180 day period, provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven(7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and/or receive an extension prior to 11/24/2019, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, Bill Rambo Permit Technician File No: D17-0323 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 J��I1LA �q oz, City of Tukwila 5/2/2019 Department of Community Development JIM BARTA 19401 40 AVE W - SUITE 304 LYNWWOOD, WA 98036 RE: Permit Application No. D17-0323 VERIZON WIRELESS 10815 BEACON AVE S Dear JIM BARTA, Allan Ekberg, Mayor Jack Pace, Director In reviewing our current application files, it appears that your permit applied for on 12/1/2017, has not been issued by the City of Tukwila Permit Center. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or National Electrical Code every permit application not issued within 180 days from the date of application shallexpire and become null and void. Currently your application has a status of APPROVED and is due to expire on 6/1/2019. If you still plan to pursue your project, you are hereby advised to do one of the following: 1) If the plan review is complete for the project and your application is approved, you may pick up the application before the date of expiration. At the time of permit issuance the expiration date will automatically be extended 180 days. -or- 2) If the plan review is not completed submit a written request for application extension (7) seven days in advance of the expiration date. Address your extension request to the Building Official and state your reason(s) for the need to extend your application. The Building Code does allow the Building Official to approve one extension of up to 90 days. If it is determined that your extension request is granted, you will be notified by mail. In the event that we do not receive your written request for extension or request is denied, your permit application will expire and your project will require a new permit application, plans and specifications, and associated fees. Thank you for your cooperation in this matter. Sinc-rely, Kandace Nichols Permit Technician File No: D17-0323 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 City of Tukwila Allan Ekberg, Mayor Department of Community Development - Jack Pace, Director November 19, 2018 Jim Barta 19401 40th Ave W — Suite 304 Lynnwood, WA 98036 RE: Request for Permit Application Extension #2 Permit Number D17-0323 Dear Jim Barta, This letter is in response to your written request for an extension to Application Number D17-0323. The Building Official, Jerry Hight, has reviewed your letter and considered your request to extend the above referenced permit. It has been determined that the City of Tukwila Building Division will be granting an extension to the permit application through June 1, 2019. If you should have any questions, please contact our office at (206) 431-3670. Sincerely, Bill Rambo Permit Technician File: Permit No. D17-0323 Tukwila City Hall • 6200 Southcenter Boulevard • Tukwila, WA 98188 • 206-433-1800 • Website: TukwilaWA.gov Bill Rr:mbo From: Jim Barta <jim.barta@campassoc.com> Sent: Tuesday, November 13, 2018 3:23 PM To: Bill Rambo Subject.: D17-0323_Permit Extension Request_Verizon Poncho Facility Attachments: D17-0323_SEAQ Poncho_BP Expiration Notice.pdf RECERIEO Mr. Rambo- CITY OF TUKWILA Verizon would like to request a 90 -day extension of subject permit. Expiration notice letter attached. The reg son for the extension is because Verizon is finalizing the lease amendment with Landlord, Seattic. City Light. Please iet me know if the extension is granted. Nov 13 2018 PERMIT CENTER Thank ",/ou. Best, Jim Barta Land Use and Site Acquisition Specialist Camp &3c Associates, Inc. ' 19401 40th Ave. W, Suite 304 Lynnwood, WA 98036 Office: 425-740-6392 Mobile: 503-327-6448 jim.barta(Jcampassoc.corn www.campassoc.com Request for Extensio: # Z Current Expiration Date: 1a=- 1—/ Extension Request: X Approved for / f 6" days Denied (provide explanation) .;l Signature Initials PLEASE' NOTE: This message, including any attachments, may include privileged, confidential and/or inside information.'Any distribution or use of this communication by anyone other than the intended recipient is strictly prohibited and may be unlawful. If you a a not the intended recipient, please notify the sender by replying to this message and then delete it from your system CAUTION: This email originated from outside the City of Tukwila network. Please DO NOT open attacl ments or click links from an unknown or suspicious origin. 1 11/1/2018 City of Tukwila Department of Community Development JIM BARTA 19401 40 AVE W - SUITE 304 LYNWWOOD, WA 98036 RE: Permit Application No. D17-0323 VERIZON WIRELESS 10815 BEACON AVE S Dear JIM BARTA, Allan Ekberg, Mayor Jack Pace, Director In reviewing our current application files, it appears that your permit applied for on 12/1/2017, has not been issued by the City of Tukwila Permit Center. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or National Electrical Code every permit application not issued within 180 days from the date of application shall expire and become null and void. Currently your application has a status of APPROVED and is due to expire on 12/1/2018. If you still plan to pursue your project, you are hereby advised to do one of the following: 1) If the plan review is complete for the project and your application is approved, you may pick up the application before the date of expiration. At the time of permit issuance the expiration date will automatically be extended 180 days. -or- 2) If the plan review is not completed submit a written request for application extension (7) seven days in advance of the expiration date. Address your extension request to the Building Official and state your reason(s) for the need to extend your application. The Building Code does allow the Building Official to approve one extension of up to 90 days. If it is determined that your extension request is granted, you will be notified by mail. In the event that we do not receive your written request for extension or request is denied, your permit application will expire and your project will require a new permit application, plans and specifications, and associated fees. Thank you for your cooperation in this matter. Sincerely, Bill Rambo Permit Technician File No: D17-0323 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 City of Tukwila Allan Ekberg, Mayor Department of Community Development - Jack Pace, Director May 21, 2018 Jim Barta Camp & Associates, Inc 19401 40th Ave W, Ste 304 Lynnwood, WA 98036 RE: Request for Extension #1 Permit Number D17-0323 Dear Mr. Barta, This letter is in response to your written request for an extension to Permit D17-0323. The Building Official, Jerry Hight, has reviewed your letter and considered your request to extend the above referenced permit. It has been determined that the City of Tukwila Building Division will be granting an extension to the permit through December 01, 2018. If you should have any questions, please contact our office at (206) 431-3670. Sincerely, Rachelle Ripley Permit Technician File: Permit No. D17-0323 Tukwila City Hall • 6200 Southcenter Boulevard • Tukwila, WA 98188 • 206-433-1800 • Website: TukwilaWA.gov Rachelle Ripley From: Jim Barta <jim.barta@campassoc.com> Sent: Wednesday, May 16, 2018 10:31 AM To: Rachelle Ripley Subject: Extend Permit# D17-0323 Hi Rachelle- Per our phone conversation, please extend permit #D17-0323 by 180 days. Thank you. Best, Jim Barta Land Use and Site Acquisition Specialist Camp & Associates, Inc. 19401 40th Ave. W, Suite 304 Lynnwood, WA 98036 Office: 425-740-6392 Mobile: 503-327-6448 jim.barta@campassoc.com www.campassoc.com PLEASE NOTE: This message, including any attachments, may include privileged, confidential and/or inside information. Any distribution or use of this communication by anyone other than the intended recipient is strictly prohibited and may be unlawful. If you are not the intended recipient, please notify the sender by replying to this message and then delete it from your system Request for xtension # 1 Current Expiration Date: tY Extension Request: Approved for % rd days Denied (provide explanation) 1 SignatureiInitials 5/1/2018 City of Tukwila Department of Community Development JIM BARTA 19401 40 AVE W - SUITE 304 LYNWWOD, WA 98036 RE: Permit Application No. D17-0323 VERIZON WIRELESS 10815 BEACON AVE S Dear JIM BARTA, Allan Ekberg, Mayor Jack Pace, Director In reviewing our current application files, it appears that your permit applied for on 12/1/2017, has not been issued by the City of Tukwila Permit Center. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or National Electrical Code every permit application not issued within 180 days from the date of application shall expire and become null and void. Currently your application has a status of UNDER REVIEW and is due to expire on 6/1/2018. If you still plan to pursue your project, you are hereby advised to do one of the following: 1) If the plan review is complete for the project and your application is approved, you may pick up the application before the date of expiration. At the time of permit issuance the expiration date will automatically be extended 180 days. -or- 2) If the plan review is not completed submit a written request for application extension (7) seven days in advance of the expiration date. Address your extension request to the Building Official and state your reason(s) for the need to extend your application. The Building Code does allow the Building Official to approve one extension of up to 90 days. If it is determined that your extension request is granted, you will be notified by mail. In the event that we do not receive your written request for extension or request is denied, your permit application will expire and your project will require a new permit application, plans and specifications, and associated fees. Thank you for your cooperation in this matter. Sincerely, Bill Rambo Permit Technician File No: D17-0323 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 STATE OF WASHINGTON COUNTY OF KING CITY OF TUKWILA • Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431-3670 AFFIDAVIT OF OWNERSHIP AND HOLD HARMLESS PERMISSION TO ENTER PROPERTY ss The undersigned being duly sworn and upon oath states as follows: I. 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 employees, agents, engineers, contractors or other representatives the right to enter upon Owner's real property, located at 10581 Beacon Ave. S., Tukwila, WA 98178 for the purpose of application review, for the limited time necessary to complete that purpose. 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 J r .in (state), on %✓ v c e"at �, 20 REVIEWED FOR CODE COMPLIANCE APPROVED DEC 0 7 2017 City of Tukwila BUILDING DIVISION et i (rai (Print Name) •G 361 q" /71/6 !'• l 6. (Address)6 - 61S' - / 5 (Phone Number) (Signature) On this day personally appeared before me clic. 'i/1 p4 6 to me known to be the individual who executed the foregoing instrument and acknowledged that he/she signed the same as his/her voluntary act and deed for the uses and purposes m ! '1' " . e �',.� QVC d E� SUBS ,,, $RI A SO BEFORE ME ON THIS X DAY OF J' P � a '" r NOT410 ''." 's *may... - *may... NOTARY P .N: 4er' AVALtt :: residing at '��,� T ®< .0®6�p�`4",' My Commission expires on •R WA$4447 %N �q/�p�Al �y(n� 7 t„I i l l iEl�w� �� d n n cat G 1 W:\@SH.4REPOlNT FOLDER R[STRU('"i'URE1ReferencelAPPLICATIONS -Land Use Apps & Handouts\CURRENT LAND USE .4PPLICATIOYSIDRAFT s C i t n Facility.docx , 20 ( IC in ah for the GIVi tate of Washington LA PERMIT CENTER PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D17-0323 PROJECT NAME: VERIZON WIRELESS SITE ADDRESS: 10815 BEACON AVE S Original Plan Submittal X Revision # 1 DATE: 04/20/18 Response to Correction Letter # Revision # before Permit Issued after Permit Issued DEPARTMENTS: NW 0 1.4141 Building Division &IS N/A- 4-)-14-4 6 Public Works • AYA- 4-))41-(4) 4-P 5--N-ie Fire Prevention Structural Planning Division Permit Coordinator In PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) REVIEWER'S INITIALS: DATE: 04/24/18 Structural Review Required DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required (corrections entered in Reviews) Notation: DUE DATE: 05/22/18 Approved with Conditions ❑ Denied (ie: Zoning Issues) C REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire 0 Ping 0 PW 0 Staff Initials: 12/18/2013 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D17-0323 DATE: 12/01/17 PROJECT NAME: VERIZON WIRELESS SITE ADDRESS: 10815 .BEACON4VE S X Original Plan Submittal Response to Correction Letter # Revision # before Permit Issued • Revision # after Permit Issued DEPARTMENTS: ��- AWL �2 -5-c kiti‘ �//�-I2 S- p+�R�i Building Division it Fire Prevention Planning Division Public Aks Structural n Permit Coordinator X11 PRELIMINARY REVIEW: Not Applicable n (no approval/review required) DATE: 12/05/17 Structural Review Required REVIEWER'S INITIALS: DATE: n APPROVALS OR CORRECTIONS: DUE DATE: 01/02/18 Approved Corrections Required ❑ Approved with Conditions n Denied ❑ (corrections entered in Reviews) (ie: Zoning Issues) Notation: REVIEWER'S INITIALS: DATE: 'Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire 0 Ping 0 PW 0 Staff Initials: 12/18/2013 (S PERMIT NO: - �. PROJECT NAME: U�pV`1� �% � � I f b� � 3 3 SITE ADDRESS: Ca et S ORIGINAL ISSUE DATE: S REVISION LOG REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: t -9 ri 4-tYvY1. p �P tGd iv Un OIAS -CUlerli Nm -(.. CDA .-Aof I eGI [-P mow,., r0 rt ti: a ItAii-1 Receied by" ,T ; ;,,, .. g i REVISION NO. DATE RECEIVED - STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: please print REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: please prin REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: please print REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: Received by: please print REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: please print Date:4D/+O City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov REVISION SUBMITTAL - Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Plan Check/Permit Number: 1)'J? 'o3a 3 ❑ Response to Incomplete Letter # ❑ Response to Correct ipn Letter # 2' Revision # I after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner ❑ Deferred Submittal # Project Name: VekA. W1 1`-f U5S Project Address: 6E 4* )14,s Contact Person: ,blit 1 °I/J-1P v 4 S Phone Number: SQ 3 .3d,� ` 1'y V Summary of Revision: Afl v L dF P /1/1, `- D Or5-° Afe a/rei1 - 604A/ a -hi- Fkarvi RECEIVED CITY, OF TUKWILA APR 2.0 2018 PERMIT CENTER Sheet Number(s): V� , � SETS S ivi "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: J- Entered in TRAKiT on 1 g W 1Permit Center (Brenda)\Forms\Permit Center Documents (Word)\Revision Submittal Form.doc Revised: August 2015 PRESCO TELECOMMUNICATIONTNC Hoene Espafiol Contact Search L&I Page 1 of 2 A -Z Index Help My L lI Safety & Health Claims & Insurance r Workplace Rights Trades & Licensing 0 Washington State Department of Labor & Industries PRESCO TELECOMMUNICATIONS INC Owner or tradesperson Principals • PRESTON, MICHAEL ALAN, PRESIDENT PRESTON, NICHELLE LYNNETTE, VICE PRESIDENT Doing business as PRESCO TELECOMMUNICATIONS INC WA UBI No. • 601 428 165 14831 SE 324th Street AUBURN, WA 98092 253-833-8088 KING County Business type Corporation Governing persons MICHAEL ALAN PRESTON MICHELLE LINET PRESTON; Certifications & Endorsements OMWBE Certifications No active certifications exist for this business. Apprentice Training Agent Not allowed to have apprentices. License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor Active. Meets current requirements. License specialties GENERAL License no. PRESCTI073BN Effective — expiration 01/15/1993— 09/10/2019 Bond Merchants Bonding Co (Mutual) Bond account no. WA5142212 $12,000.00 Received by L&I Effective date 11/09/2018 01/12/2019 Expiration date Until Canceled Bond history Insurance Alaska National Insurance Co $1,000,000.00 Policy no. Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=601428165&LIC=PRESCTIO73BN&SAW= 5/28/2019