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HomeMy WebLinkAboutPermit D14-0247 - BELLTOWN INVESTMENT PARTNERS - WIRELESS FACILITY ADDITIONBELLTOWN INVESTMENT PARTNERS LLC 14240 INTERURBAN AVE S D14-0247 Parcel No: Address: Project Name: 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 DEVELOPMENT PERMIT 3365901881 14240 INTERURBAN AVE S BELLTOWN INVESTMENT PARTNERS L Permit Number: D14-0247 Issue Date: 10/3/2014 Permit Expires On: 4/1/2015 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: License No: Lender: Name: Address: BELLTOWN INVESTMENT PARTNER 2505 2ND AVE #520 , SEATTLE, WA, 98121 TAMI DREW 733 7TH AVE, SUITE 209 , KIRKLAND, WA, 98033 LEGACY TELECOMMUNICATIONS INC PO BOX 360, BURLEY, WA, 98322 LEGACTI005KD Phone: (206) 331-7072 Phone: (253) 858-0214 Expiration Date: 6/1/2015 DESCRIPTION OF WORK: ADDITION OF A WIRELESS COMMUNICATION FACILITY TO THE ROOFTOP OF A BUILDING. VERIZON WIRELESS OUTDOOR EQUIPMENT MOUNTED ON 11' X 26' STEEL PLATFORM WITHIN 15' X 30' LEASE AREA/SCREEN WALL. INSTALLATION OF 12 PANEL ANTENNAS, 12 REMOTE RADIO HEADS, 3 SURGE PROTECTORS AND 1 GPS ANTENNA ON THE ROOFTOP. Project Valuation: $120,000.00 Type of Fire Protection: Sprinklers: Fire Alarm: Type of Construction: VB Fees Collected: $2,863.22 Occupancy per IBC: U Electrical Service Provided by: TUKWILA FIRE SERVICE Water District: TUKWILA Sewer District: TUKWILA SEWER SERVICE Current Codes adopted by the City of Tukwila: International Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: 2012 2012 2012 2012 International Fuel Gas Code: WA Cities Electrical Code: WA State Energy Code: 2012 2014 2012 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 No Permit Center Authorized Signature; Date: /0/3// y' 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 permi, and agree -to -the conditions attached to this permit. Signature: �i Date: / t9 "3 `/ L( Print Name: e17r /4-eded 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: 5: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 6: The installation of the generator requires a separate mechanical permit from the Tukwila Permit Center and is not a part of this review. 7: The installation of flammable/combustible liquid storage tanks, both aboveground and underground, requires a separate fire department permit for each tank. Permits can be obtained from the fire prevention office at 444 Andover Park East, Tukwila WA 98188' 206-575-4407. 3: The total number of fire extinguishers required for an ordinary hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 1,500 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (3A, 40B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 5.4) 1: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied. Hangers or brackets shall be securely anchored to the mounting surface in accordance with the manufacturer's installation instructions. Portable fire extinguishers having a gross weight not exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 5 feet (1524 mm) above the floor. Hand- held portable fire extinguishers having a gross weight exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 3.5 feet (1067 mm) above the floor. The clearance between the floor and the bottom of the installed hand-held extinguishers shall not be less than 4 inches (102 mm). (IFC 906.7 and IFC 906.9) 2: Extinguishers shall be located in conspicuous locations where they will be readily accessible and immediately available for use. These locations shall be along normal paths of travel, unless the fire code official determines that the hazard posed indicates the need for placement away from normal paths of travel. (IFC 906.5) 8: Install a clearly labeled, readily accessible emergency power off switch at the point of access to the equipment for emergency power shut-off. 4: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436 and #2437) 9: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 10: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. 11: Applicant will need to replace removed Maple tree from generator installation elsewhere on property. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL** 1400 FIRE FINAL 4027 SI-COLD-FORM WELD 4000 SI-CONCRETE CONST 4046 SI-EPDXY/EXP CONC 4028 SI-REINF STEEL -WELD CITY OF TUKN ,4 Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Building Perimt No. / 1-/-0 a y -7 Project No. Date Application Accepted: 07/3i /i y Date Application Expires: 01 /3/l/5 (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: King Co Assessor's Tax No.: 3365901881 14240 Interurban Ave S, Tukwila, WA 98168 Tenant Name: Belltown Investment Partners LLC PROPERTY OWNER Name: Belltown Investment Partners LLC Address: 2505 2nd Ave #520 City: Seattle State: WA Zip: 98121 CONTACT PERSON — person receiving all project communication Name: Tami Drew / Cascadia PM Address: 733 7th Ave, Suite 209 City: Kirkland State: WA Zip: 98033 Phone: (206) 331-7072 Fax: (425) 671-6201 Email: tami.drew@cascadiapm.com GENERAL CONTRACTOR INFORMATION Company Name: TBD - will provide info at pickup Address: City: State: Zip: Phone: Fax: Contr Reg No.: Exp Date: Tukwila Business License No.: Suite Number: Floor: New Tenant: ❑ Yes J .. No ARCHITECT OF RECORD Company Name: Cascadia PM Architect Name: Bryan Underhill Address: 3322 South Bay Road NE City: Olympia State: WA Zip: 98506 Phone: (360) 438-8002 Fax: (360) 252-7315 Email: CPM-AE@CascadiaPM.com ENGINEER OF RECORD Company Name: Vector Engineering Engineer Name: Roger T. Alworth Address: 9138 S State St, Suite 101 City: Sandy State: UT Zip: 84070 Phone: (801) 990-1775 Fax: Email: LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: Address: City: State: Zip: H:\Applications\Forms-Applications On Line\2011 Applications\Permit Application Revised - 8-9-11.docx Revised: August 2011 bh Page 1 of 4 BUILDING PERMIT INFORMATIO. '06-431-3670 Valuation of Project (contractor's bid price): $ -- OSj OZ O Existing Building Valuation: $ Describe the scope of work (please provide detailed information): 1. Addition of a Wireless Communication Facility to the rooftop of a building. 2. Verizon Wireless outdoor equipment mounted on 11' X 26' steel platform within 15' X 30' lease area/screen wall (to match existing building aesthetics. 3. Installation of a 30 kw generator on concrete pad on grade within 8' X 16' wood fence enclosure 4. Installation of twelve (12) panel antennas, 12 Remote Radio Heads (RRH), 3 Surge Protectors, and 1 GPS antenna on the rooftop Will there be new rack storage? D Yes 0.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1' Floor 2nd 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 ❑ No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑ Sprinklers ❑ Automatic Fire Alarm IZ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes No If "yes', attach list of materials and storage locations on a separate 8-1/2"x 11 "paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:Wpplications\Fotms-Applications On Line\2011 Applications'Permit Application Revised - 8-9-II.docx Revised: August 2011 bh Page 2 of 4 PUBLIC WORKS PERMIT INFO -ATION — 206-433-0179 Scope of Work (please provide detailed information): Ca11 before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District ❑ ...Tukwila ❑ ...Water District #125 ❑ ...Water Availability Provided Sewer District ❑ ...Tukwila ❑ ...Sewer Use Certificate ❑ .. Highline 0...Valley View ❑ .. Renton ❑ ...Sewer Availability Provided ❑ .. Renton ❑ .. Seattle 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. Submitted with Application (mark boxes which apply): ❑ ...Civil Plans (Maximum Paper Size — 22" x 34") ❑ ...Technical Information Report (Storm Drainage) ❑ ...Bond ❑ .. Insurance 0 .. Easement(s) Proposed Activities (mark boxes that apply): ❑ ...Right-of-way Use - Nonprofit for less than 72 hours ❑ ...Right-of-way Use - No Disturbance ❑ ...Construction/Excavation/Fill - Right-of-way ❑ Non Right-of-way 0 ❑ ...Total Cut ❑ ...Total Fill cubic yards cubic yards ❑ ...Sanitary Side Sewer ❑ ...Cap or Remove Utilities 0 ...Frontage Improvements ❑ ...Traffic Control ❑ ...Backflow Prevention - Fire Protection Irrigation Domestic Water ❑ .. Geotechnical Report ❑ .. Maintenance Agreement(s) ❑ ...Traffic Impact Analysis ❑ ...Hold Harmless — (SAO) ❑ ... Hold Harmless — (ROW) ❑ .. Right-of-way Use - Profit for less than 72 hours ❑ .. Right-of-way Use — Potential Disturbance ❑ .. Work in Flood Zone ❑ .. Storm Drainage ❑ .. Abandon Septic Tank ❑ .. Curb Cut ❑ .. Pavement Cut ❑ .. Looped Fire Line ❑ ...Permanent Water Meter Size... ❑ ...Temporary Water Meter Size.. ❑ ...Water Only Meter Size ❑ ...Sewer Main Extension Public ❑ ...Water Main Extension Public WO # WO # WO # Private 0 Private 0 0 .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding 0 ... Deduct Water Meter Size FINANCE INFORMATION Fire Line Size at Property Line 0 ...Water 0 ...Sewer 0 ...Sewage Treatment Monthly Service Billing to: Name: Number of Public Fire Hydrant(s) Day Telephone: Mailing Address: Water Meter Refund/Billing: Name: Mailing Address: City State Zip Day Telephone: City State Zip H: Applications\Forms-Applications On Line\201 I Applications\Permit Application Revised - 8-9-11.docx Revised: August 2011 bh Page 3 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 be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUIL�R OR �,IJ-T�ORIZED AGENT: Signs LL ([/� e'- Date: 7(.0/7 Print Name: Tami Drew / Cascadia PM Day Telephone: (206) 331-7072 Mailing Address: 733 7th Ave, Suite 209 Kirkland WA 98033 City State Zip H:\Applications\Fomu-Applications On Line\201 I Applications\Permit Application Revised - 8-9-11.docx Revised: August 2011 bh Page 4 of 4 Cash Register Receipt City of Tukwila DESCRIPTIONS I ACCOUNT I QUANTITY PermitTRAK PAID $2,863.22 D14-0247 Address: 14240 INTERURBAN AVE S Apn: 3365901881 $2,863.22 DEVELOPMENT $2,779.14 PERMIT FEE R000.322.100.00.00 0.00 $1,681.60 PLAN CHECK FEE R000.345.830.00.00 0.00 $1,093.04 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $4.50 TECHNOLOGY FEE $84.08 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R2745 R000.322.900.04.00 0.00 $84.08 $2,863.22 Date Paid: Thursday, July 31, 2014 Paid By: CASCADIA PM LLC Pay Method: CHECK 83269 Printed: Thursday, July 31, 2014 9:56 AM 1 of 1 CiSYSTEMS cR(/ INSPECTION RECORD INS ON NO. Retain a copy with permit t/-/ 7 Pi-021 PERMIT NO, CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd,, #100, Tukwila. WA 98188 (206) 431-367 Permit Inspection Request Line (206) 438-9350 Project: Ver -GVA e-1( Lypafe- ric' Type of jrisge tio.n.: c 0(( rtact ( Address: I t'f >4 0 Itit-frcUrbeikfiate—,k, Date Calle . Date ted: — 22 — is- a.m. P.m. Spec al Instructions: Aill 'Reqqester: peek& Leya_c_r CC 'Phone No: 75-3- 6 b6 - COLIC Approved per applicable codes. D.Corrections required prior to approval. COMI ENT Inspector: - S- REINSPE TION FEE REQUIRED. Prior to next Inspection, tee must be paid at 6300 Southcenter 8tvd.. Suite 100. Call to schedute reinspection. lc( INSPECTION RECORD Retain a copy with permit ECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project . \\; bet 1 r4-)&444 tit- ( -tc. irk *e644,- Type of Instection:/ Type r pia ( Address: ill Z110 r-t-tterosr-b qtA Atiod, Date Ca led: Special last uctions: ehl Date Wanted: p.m. Reciues r: ertAle.,( @ Cy le( Phone N : Gc66—GP 1/4 I:Approved per applicable codes. Corrections required prior to approval. COMMENTS: Tro‘laQs,jr(fesam/, aut4 ertic-) cv s.)c\\5 e Inspector: Date;3_ ) REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY -OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd,, #100, Tukwila. WA 98188 (206) 431,3670 Permit Inspection Request Line (206) 438-9350 Pt`t 02-Y7 3 Project: Oef i 'Jou) (A. r-t4 u est Type of _tspectiont T---c fret Address: I 1,t tio At-et-to-1mi Ilve5 6 , Date Called:' e Special Instructions: Cel I Date Wanted: 2_— f) — i 5" a.m. p.m. 'Requester: Phone No: LJApproved per applicable codes. Corrections required prior to approval. COM ENTS: -F6/10 ( .v,04- IC c irovicie:, M kto f -1--e r-• (i-k.Qe rq,.4 I+ le (-'-' Aet, Itc)vg ki 1---(A e,fd r, 1A.ci I n acce5c -f-0 Jeat kAr yo vei criAd k---' apt it, tit.ci a(r-f-cri(fs :4) VA ;) 7' S [Apt-- cr) C 0 (44 te ti_ l 1 s. - , Ccf (( 1,..- v(5i/ 2Qc--i-foti Inspector: REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO, PERMIT NO CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 436-9350 b141--02.41 Project:/, 6 ( 1 iu. e fritv2A1 Type of Ins lion. s ( f , Cii9j)cy Address: , 1 ''. 7—Zi 0 --1-7-ATUU 1 11--A1 Date Called: tA i-P_IO•gi •\F7)/(er Special Instructions: (0 (k /-11) N D d Af ' 4. ikiee 0 i i 1, ' Date Wanted! I 5 i $ Requester: PaneNo: 5--- G.9 t•P' — (1, 041-0 LJApproved per applicable codes. rat------orrections required prior to approval, COMMENTS; A -IS 0 ,),./ : / LA-: C-1 Aj'Ari-- #>-)1c, ok) Prek ( ( t3Qe_6 r-'-: pe_ -1---; rk.) fik-L_ ffl 0 A,..---r—b 6J'AtP,A5/ ,,) i / 1 ( ---- i . , Inspettor: Date: r REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection INSPECTION RECORD. Retain a copy with permit 2-44r1 INSPECTION NO. PERMIT NO. 4, CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd,, #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: ._-- 1,-e)/7 A)61,1 )4 j i' (TAAL-A...1 Type -of Inspection: 15 j , 1 .0 , ‘ 1.. (...-, f-1 /\-i 4 L,- Address: ( -4 ?A D ZATUJI -6A li Date Called: ,...----- Special Instructions: r -- tj , / clir_ci izoo /7' diP 1._) ./\, ‘ / Date Wanted: - 4- i a.m ,----- Requester: 4Insine No .... - 0 Approved per applicable codes. "rec tions required prior to approval. COMMENTS: 1 Aieeo /UM --Sp el-- 41 nspor -Date: 4- 15 1-1 RE1NSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 bILi-c2L-17 Project: r' ,/ ,, :'N! Type of Inspection: S 1 (I cM..P ✓ t°'I - Address: _ Date Called: Special Instructions: Date Wanted: '`t a . m. Requester 1fiIJ` s Phone No:2.C/ // ❑ Approved per applicable codes. Corrections required prior to approval. COMMENTS: A r (1) cbcp;AL. 1_ rbec , h,1 r K. i' A 7 A NJ t F Ins pettor:��i Dat11 11L/ R INSPECTION FEE REQUI ED. Prior to next inspection, fee must be paid'at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. -0.'41'1 INSPECTION NO. PERMIT NO.�� CITY OF TUKWILA BUILDING DIVISION �'°' 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 INSPECTION RECORD Retain a copy with permit Project:((f c_ K P.) < (. f 1 /\ .-.1 t\JtJ (`J ( Type of Inspection: n-. Address: - f 4 7__4O T A eJt)i6av Date Called: I 1--(- e-Al Special Instructions: C / t u � (11/Q 2 3 �/ 0 - Date Wanted: ,- -, �j f ©— L.� - 1 `- - `a m p.m. Requester: t4— 69,Cco- a(94D Approved per applicable codes. t�J Corrections required prior to approval. COMMENTS: Inspector: 0 Dater n - 7_ 3 14 1 ' `. k REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. z INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit % 6/-02"? ,/J1/%/- . 2/S —2 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: 41V/7( A. fI Type of Inspection: /00/4)41,7-/ -2-efi, ( Address: Suite #: /c/Z V() 2/`f"S Contact Person: Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: 'i!<, , -ter -ie. �--‹, 5. /vr.S _goo _?y.. - /L' -_-- .„4.i PO g: G t Needs Shift Inspection: Sprinklers: Fire Alarm: Hood'& Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector( ,�j�s" 3 Date: ,Z/c"7 Hrs.: / Q $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Address: Company Name: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 i INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: ref/TOiN I,I r N!ti,--, 11,..ot,S Type of Inspection: 7'1 c C�,m4"6___ Address: t Suite #: ' ' 0 T r `� 1 Contact Person: Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. r COMMENTS: I f i P cP !A (C - C; --17) (.- c_ ' i,' i r " T! %' TD - ' X , I Ai r.{ i S 1_j f Iv -e c C '177 't::, c p .v I ✓F'4�s'c \ •'7 ; J2 1, r, it Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: J•1 .\ Date: /b.9 //S"" Hrs.: I $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 aza1 & ASSOCIATES, INC GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION January 12, 2015 KA No. 066-14278 Permit No. BLD D14-0247 City of Tukwila Attn: Bldg Dept 6200 Southcenter Blvd Tukwila, WA 98188 RE: Final Letter SEA Interrub 14240 Interurban Ave S Tukwila, WA 98188 To Whom It May Concern: In accordance with our clients request and authorization, we have performed special testing and inspection services for the above referenced project. The special inspections for this project were: • Reinforcing Steel • Cast in Place Concrete • Proprietary Anchors To the best of our knowledge, all work has been tested and inspected and has been found to be in general accordance with the approved plans and specifications, and engineering revisions, and chapter 17 of the 2012 international Building Code. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office at (253) 939-2500. Respectfully submitted, KRAZANASS CIA -ES, INC William Throne Operations Manager Puyallup RECEIV D CITY OF TUKWILA JAN 12015 PERMIT CENTER CC: Legacy Telecommunications With Offices Serving The Western United States 922 — Valley Avenue NW Suite 101 • Puyallup, WA 98371 • (253) 939-2500 • Fax: (253) 939-2556 LANN��,.� AP ado to these e P jI sion °f DC •� Nvoved" pate' PROJECT SUMMARY THIS PROJECT INCLUDES THE FOLLOWING SCOPE OF WORK 1. PROPOSED ADDITION OF A WIRELESS TELECOMMUNICATIONS FACILITY TO THE ROOFTOP OF A BUILDING. 2. PROPOSED VERIZON WIRELESS OUTDOOR EQUIPMENT MOUNTED ON 11'-0" X 26'-0" STEEL PLATFORM WITHIN 15'-0" X 30'-0" LEASE AREA / SCREEN WALL (TO MATCH EXISTING BUILDING AESTHETICS). 3. PROPOSED INSTALLATION OF A 30 KW GENERATOR ON CONCRETE PAD LOCATED ON GRADE WITHIN 8'-0" X 16'-0" WOOD FENCE ENCLOSURE. 4. PROPOSED INSTALLATION OF TWELVE (12) PANEL ANTENNAS, (12) RRH, (3) SURGE PROTECTOR, AND (1) GPS ANTENNA ON THE ROOFTOP OF AN EXISTING BUILDING. 5. PROPOSED INSTALLATION OF 200A ELECTRICAL SERVICE AND FIBER SERVICE FOR VERIZON WIRELESS EQUIPMENT. PROJECT VICINITY & AREA MAPS Permit No. ilt-V0VL1 Plan review approval is subject to entire. Approval of construction documents does n�t it R R U B the violation of any adopted code or ordin of approved Field Copy and s is Date:By: , �,p, (c.( 14240 INTERURBAN AVE. S IwireIessTU KWI LA, WA 98168 (� 3 :STRUCTION DRAWINGS SITE INFORMATION BU�City oef Tukwila 142401NTERURBANAVE.IS 'G DIVISION TUKWILA, WA 98168 SITE ADDRESS: LATITUDE: LONGITUDE: DATUM: SOURCE: JURISDICTION: PARCEL NUMBER: ZONING CLASSIFICATION: GROUND ELEVATION: TOP OF (E) ROOFTOP: TOP OF (N) ANTENNAS: TOP OF (N) SCREEN WALL: OCCUPANCY GROUP: CONSTRUCTION TYPE: 47° 28' 34.37" N (47.476215) (BETA SECTOR) 122° 15' 24.45" W (122.256793) (BETA SECTOR) NAD 83 1A (BETA SECTOR) CITY OF TUKWILA 3365901881 CLI 26.1' AMSL 31'-6" AGL ± 39'-6" AGL ± 39'-6" AGL U II-B PROJECT LOCATION 6.22° DRIVING DIRECTIONS FROM SEATAC INTERNATIONAL AIRPORT: 1. START OUT GOING SOUTH ON INTERNATIONAL BLVD / WA-99S (.06 MI) 2. TAKE THE SEA-TAC AIRPORT RAMP (1.5 MI) 3. MERGE ONTO WA-518 E TOWARD I-5 / SEATTLE /1-405 / TACOMA (1.6 MI) 4. TAKE 1-405 N TOWARD RENTON (.9 MI) 5. TAKE THE WA-181 S/W VALLEY HWY, EXIT 1, TOWARD TUKWILA (.2 MI) 6. TURN LEFT ONTO W VALLEY HWY / WA-181 / INTERURBAN AVE S (1.2 MI) 7. SITE IS ON THE RIGHT OTIMtlPLEIWIME. 10.1"lbr STIMATED DISTANCE: LIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. NOTE: Revisions wd1 require a new plan submittal end may i:i;,!ude additional p!an renew fees. LEGAL DESCRIPTION SEE SV-1 SHEET. UTILITY COMPANIES POWER: PUGET SOUND ENERGY PH: 800.225.5773 TELCO/FIBER: CENTURY LINK PH: 800.350.1044 GOVERNING CODES GOVERNING CODES IBC-2012, INTERNATIONAL BUILDING CODE W/ LOCAL AMENDMEN NEC-2008, NATIONAL ELECTRICAL CODE A.D.A. COMPLIANCE INSTALLATION IS UNMANNED AND NOT FOR HUMAN HABITATION. HANDICAP ACCESS IS NOT REQUIRED PER A.D.A. PROJECT CONTACTS APPLICANT VERIZON VNRELESS 3245 158TH AVE MS 231 BELLEVUE, WA 98008 PROPERTY & TOWER OWNER BELLTOWN INVESTMENTS PARTNER 2505 2ND AVE #520 SEATTLE, WA98121 MARK WALSH PH: 206.529.3916 PRINCIPAL ENGINEER, NETWORK CONSTRUCTION VERIZON WIRELESS 3245 158TH AVE MS 231 BELLEVUE, WA 98008 MICHAEL GALLAGHER PH: 206.715.0014 ZONING AND PERMITTING CONSULTANT CASCADIA PM 733 SEVENTH AVE, SUITE 209 KIRKLAND, WA 98033 TAMI DREW PH: 425.828.1008 SITE ACQUISITION CONSULTANT CASCADIA PM 733 SEVENTH AVE, SUITE 209 KIRKLAND, WA 98033 BOB DICKSON PH:425.466.0061 SURVEYOR SITE SURVEY AND MAPPING, INC 4906 ALPEN GLOW PLACE NW ISSAQUAH, WA98027 PH: 425.644.2076 STRUCTURAL ENGINEER VECTOR STRUCTURAL ENGINEERS 9138 S STATE ST., SUITE 101 SANDY, UT 84070 ROGER T. ALWORTH, S.E. PH: 801.990.1775 RECEIVED CITY OF TUKWILA JUL. 3 1 2014 PERMIT CENTER 0.1J-1 DRAWING INDEX T-1.0 SV-1 A-1.0 A-2.0 A-2.1 A-3.0 A-4.0 A-5.0 A-5.1 A-6.0 A-7.0 A-8.0 A-8.1 A-9.0 S-1.0 S-2.0 S-3.0 E-1.0 E-2.0 E-3.0 E-4.0 GN-1 GN-2 GN-3 GN-4 DESCRIPTION TITLE SHEET TOPOGRAPHIC SURVEY OVERALL SITE PLAN ENLARGED ROOF/SITE PLAN OVERALL BUILDING STRUCTURAL GRID SOUTEAST AND SOUTWEST PROPOSED ELEVATIONS EQUIPMENT DETAILS ANTENNA DETAILS R ANTENNA & EQUIP. LE�IEVIEWED FOP, bDE COMPLIAN FENCE DETAILS CONSTRUCTION DETAILS GENERATOR DETAILS GENERATOR DETAILS SIGNAGE DETAILS STRUCTURAL DETAI .S STRUCTURAL DETAI .S Ci STRUCTURAL DETAI .Sp SITE ELECTRICAL PIAIBU I LDI N APPROVED AUG 2 8 2014 ENLARGED ELECTRICAL PLANS ELECTRICAL DETAILS & ONE -LINE DIAGRAM ELECTRICAL DETAILS & PANEL SCHEDULE GENERAL NOTES GENERAL NOTES GENERAL NOTES GENERAL NOTES THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO AT&T MOBILITY CORPORATION SERVICES IS STRICTLY PROHIBITED. APPROVAL LIST TITLE SEPARATE pERIMtr REQUIRED FOR. PROPERTY OWNER VERIZON REPRESENTATIVE PROJECT MANAGER tilA6CInW 21� SITE ACQUISITION ZONING CONST. MANAGER RF ENGINEER AAV MANAGER City of Tukwila DIVISION Vert 'ollwire/ess Cascadia PM 3322 SOUTH BAY ROAD NE OLYMPIA, WA 98506 PH: 360.438.8002 VECTOR M PROJECT NO.: 5406 PRELIMINARY NO` DATE D/C DESCRIPTION 07-21-14 TT/GS 90% CD REVIEW SUBMTTAL NO. DATE D/C DESCRIPTION 0 07-30-14 TT/GS BP SUBMITTAL SITE NAME INTERRUB TAX ID NO.: 3365901881 SITE ADDRESS 14240 INTERURBAN AVE. S TUKWILA, WA98168 SHEET TITLE TITLE SHEET SHEET NO. T-1.0 ADJACENT ZONING CLI • • • (E) PARKING AREA • APPROX. LOCATION OF LESSEES INGRESS/EGRESS FROM INTERURBAN AVE S (E) SUBJECT PROPERTY LINE (TYP) • • • • ADJACENT ZONING SF-NRL I PARCEL NUMBER: 3365901881 AREA: 5.82 ACRES (E) UPPER ROOFTOP d / • / c VERIZON WIRELESS PROJECT AREA SEE SHEET A-2.0 •♦, \ • • • �♦ • e� i � \O ; • • �` 0 e� (E) LOWER ROOFTOP • ADJACENT ZONING RVR • ,•• '_. 0 • t 121'-9• (E) PARKING J AREA t 89'-4" arML �i , --_J ADJACENT ZONING CLI (E) ROOFTOP ACCESS HATCH; (N) ACCESS TO ROOFTOP EQUIP. AND ANTENNAS (E) T-MOBILE FENCED EQUIPMENT AREA AT GRADE (N) 30KW GENERATOR ON 4'-0" X 8'-0" CONC. PAD AT GRADE WITHIN 8'-0"x16'-0" WOOD FENCE ENCLOSURE; (E) 3" 0 MAPLE TREE TO BE REMOVED TO ACCOMMODATE INSTALLATION (E) BUILDING (TYP) (E) SIDEWALK (TYP) DRAWING LEGEND — - - - - — SUBJECT PROPERTY LINE — - --- -------- ADJACENT PROPERTY LINE LEASE AREA — — ACCESS EASEMENT CF COAX/FIBER ROUTE COAX COAX ROUTE F FIBER ROUTE P POWER ROUTE TELCO TELCO ROUTE P/T POWER/TELCO ROUTE — E E E EXISTING ELECTRICAL ., x x EXISTING FENCE X ELEVATION MARKER X-X.X ® SECTION MARKER COMMON ABBREVIATIONS (E) EXISTING (P) PROPOSED (N) NEW ABBREVIATIONS CONTINUED (TYP) TYPICAL ON SHEET G-4 RE: REFERENCE NOTE: SITE PLAN DERIVED FROM; 'SITE SURVEY & MAPPING, INC: LAND SURVEY, EXISTING DRAWINGS, GIS, AERIAL IMAGES AND SITE PHOTOS. REVIEWED FOR CODE COMPLIANCE APPROVED AUG 2 8 2014 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA JUL 3 1 2014 PERMIT CENTER W S SCALE: 1" = 80'-0" (11X17) 0' 40' 80' 160' verrZalwireless Cascadia PM 3322 SOUTH BAY ROAD NE OLYMPIA, WA 98506 PH: 360.438.8002 *ECTOR CPM PROJECT NO.: 5406 PRELIMINARY NO. DATE D/C DESCRIPTION 0 07-21-14 TT/GS 90% CD REVIEW SUBMITTAL NO. DATE D/C DESCRIPTION 0 07-30-14 TT/GS BP SUBMITTAL SITE NAME INTERRUB TAX ID NO.: 3365901881 SITE ADDRESS 14240 INTERURBAN AVE. S TUKWILA, WA 98168 SHEET TITLE OVERALL SITE PLAN SHEET NO. A-1.0 1 OVERALL SITE PLAN SCALE: 1" = 40'-0" (22X34) i i (E) PARKING —/ AREA O (E) T-MOBILE ANTENNAS AND PARAPET MOUNTED ANCILLARY EQUIP. (TYP) (E) T-MOBILE ROOFTOP CABLE TRAY (TYP) 2 (N) VERIZON WIRELESS GAMMA SECTOR ANTENNAS (TYP OF 4) (N) VERIZON WIRELESS SURGE SUPPRESSOR MOUNTED BEHIND PARAPET (TYP OF 1 PER SECTOR) (N) VERIZON WIRELESS RRU'S MOUNTED BEHIND PARAPET WALL TO BOTTOM OF ANTENNA PIPE MAST (TYP OF 4) 0 APPROX. LOCATION OF (E) ELECTRICAL ROOM ON 1ST FLOOR (E) SKYLIGHT (N) FIBER AND POWER ROUTE FROM 1ST FLR. ELECT. ROOM (N) FIBER AND POWER ROUTE ON NON -PENETRATING SLEEPERS ROUTED BELOW PLATFORM TO UTILITY H-FRAME (E) UPPER ROOFTOP (E) LOWER ROOFTOP 1 16'-3" F/P (N) STEEL I -BEAMS BELOW EQUIP PLATFORM, SPANNING (E) GLU-LAM BEAMS BELOW (N) VERIZON WIRELESS EQUIPMENT CABINETS MOUNTED ON 11'-0"X26'-0" STEEL PLATFORM W/ SCREEN WALL (TO MATCH (E) BUILDING AESTHETICS) ink F (N) VERIZON WIRELESS 12" WIDE CABLE /-- TRAY ON NON -PENETRATING SLEEPERS TO GAMMA SECTOR - ± 90'-0" t(lhl�&urr;ritilut lNll' 71 tu3.1 l4iG1111 7t1;1 s•; i ��' 7n/1,IfizII'�,?,1,41t�1"i.4 9'4 Iw1 ,��:i (N) VERIZON WIRELESS GPS ANTENNA (N) VERIZON WIRELESS UTILITY H-FRAME 16'-3" (N) VERIZON WIRELESS BETA SECTOR ANTENNAS (TYP OF 4) (E) ROOFTOP MOUNTED HVAC EQUIP. (TYP) (N) VERIZON WIRELESS 12" WIDE CABLE TRAY ON NON -PENETRATING SLEEPERS TO ALPHA SECTOR - ± 130'-0" (N) VERIZON WIRELESS 12" WIDE CABLE TRAY ON NON -PENETRATING SLEEPERS TO BETA SECTOR - ± 80'-0" (N) VERIZON WIRELESS RRU'S MOUNTED BEHIND PARAPET WALL TO BOTTOM OF ANTENNA PIPE MAST (TYP OF 4) (N) VERIZON WIRELESS SURGE SUPPRESSOR MOUNTED BEHIND PARAPET (TYP OF 1 PER SECTOR) (N) VERIZON WIRELESS ALPHA SECTOR ANTENNAS (TYP OF 4) (N) VERIZON WIRELESS SURGE SUPPRESSOR MOUNTED BEHIND PARAPET (TYP OF 1 PER SECTOR) (N) VERIZON WIRELESS RRU'S MOUNTED BEHIND PARAPET WALL TO BOTTOM OF ANTENNA PIPE MAST (TYP OF 4) REVIEWED FOR CODE COMPLIANCE APPROVED AUG 2 8 2014 City of Tukwila BUILDING DIVISION NOTES: (E) PARKING —/ AREA (N) ALPHA SECTOR AZIMUTH = 55° L. RECEIVED CITY OF TUKWIL 2014 PERMIT CENTER 1. PROPOSED ANTENNAS & MOUNTING HARDWARE TO BE PAINTED TO MATCH EXISTING STRUCTURE IF REQUIRED. 2. CONTRACTOR TO VERIFY (N) SECTORS & AZIMUTHS WITH RF ENGINEER PRIOR TO INSTALLATION. 3. PRIOR TO MATERIALS PROCUREMENT CONTRACTOR SHALL FIELD VERIFY CONDITION OF STRUCTURE AT PROPOSED MOUNTING LOCATION TO ENSURE EXISTING CONDITIONS ARE SUITABLE AT SPECIFIED ELEVATION. 1 I ENLARGED ROOF/SITE PLAN SCALE: 1/16" = 1'-0" (11X17) SCALE: 1/8" = 1'-0" (22X34) 0' 8' 16' 32' Ver L pwireless Cascadia PM 3322 SOUTH BAY ROAD NE OLYMPIA, WA 98506 PH: 360.438.8002 VECTOR CPM PROJECT NO.: 5406 PRELIMINARY NO. DATE D/C DESCRIPTION 0 07-21-14 TT/GS 90% CD REVIEW SUBMITTAL NO. DATE D/C DESCRIPTION 0 07-30-14 TT/GS BP SUBMITTAL SITE NAME INTERRUB TAX ID NO.: 3365901881 SITE ADDRESS 14240 INTERURBAN AVE. S TUKWILA, WA 98168 SHEET TITLE ENLARGED ROOF/SITE PLAN SHEET NO. A-2.0 30'-0" 30'-0" OVERALL BUILDING STRUCTURAL GRI -4 30'-0" 30'-0" ALL ANTENNAS MUST REMAIN WITHIN BLOCKED 30'-0" BAY, TYP. 11- r�-r r r- I- 4 - 1-r4 - 1- - _1 18" TJJ 55 @ 4'-0" O.C., TYP. (E) HSS 8"x8"x1/4" CONTINUOUS BUILDING COLUMN TO 9'-6" SQ. MAT FND. BELOW (2000 PSF MIN. ALLOWABLE BEARING) W/ 18'-6" MAX. UNBRACED LENGTH (E) OR (N) 3X4 BLKG 4'-0" O.C., TYP. AS SHOWN 30'-0" w 30'-0" (E) 8-3/4"x39" GL BEAM (E) 8-3/4"x39" CANT'L GL BEAM (24F-V4) (E) JOISTS @ 4'-0" O.C., TYP REVIEWED FOR CODECOMPLIANCE PO4R1f �® CE MR AUG 282014 ty of Tukwila BUILDING DIVISION (E) JOISTS @ 4'-0" 0.C., TYP (E) GRID -LINE OF BUILDING STRUCTURE (TYP) RECEIVED CITY OF TUKWILA JUL 31 2014 PERMIT CENTER SCALE: 1" = 20'-0" (11X17) SCALE: 1" = 10'-0" (22X34) veriZAwireiess Cascadia PM 3322 SOUTH BAY ROAD NE OLYMPIA, WA 98506 PH: 360.438.8002 CPM PROJECT NO.: 5406 PRELIMINARY NO. DATE D/C DESCRIPTION 0 07-21-14 TT/GS 90% CD REVIEW SUBMTTAL NO. DATE D/C DESCRIPTION 0 07-30-14 TT/GS BP SUBMITTAL SITE NAME INTERRUB TAX ID NO.: 3365901881 SITE ADDRESS 14240 INTERURBAN AVE. S TUKWILA, WA 98168 SHEET TITLE OVERALL BUILDING STRUCTURAL GRID SHEET NO. (N) VERIZON WIRELESS ANTENNAS (TYP OF 4 PER SECTOR, TOTAL OF 12) (N) VERIZON WIRELESS RRU'S MOUNTED BEHIND PARAPET WALL TO BOTTOM OF ANTENNA PIPE MAST (TYP OF 4 PER SECTOR, TOTAL OF 12) • (N) TOP OF VERIZON WIRELESS EQUIP. SCREEN WALL • 39'-6" AGL (N) TOP OF VERIZON WIRELESS ANTENNAS P 39.-6" AGL • (E) TOP OF ROOF PARAPET WALL • 33'-6" AGL Alp (E) TOP OF ROOF DECK 31'-6" AGL (E) T-MOBILE ANTENNAS (TYP) W/ (N) VERIZON ANTENNAS BEYOND Alp (E) TOP OF BLDG. LOWER ROOF 18'-0" AGL • (E) GRADE (26.1' AMSL) • 0'-0" AGL (N) VERIZON WIRELESS SURGE SUPPRESSOR MOUNTED BEHIND PARAPET (TYP OF 1 PER SECTOR, TOTAL OF 3) Ifk (N) VERIZON WIRELESS EQUIPMENT CABINETS MOUNTED ON 11'-0"X26'-0" STEEL PLATFORM WITHIN 15'-0" X 30'-0" LEASE AREA / SCREEN WALL (TO MATCH (E) BUILDING AESTHETICS) (E) T-MOBILE ANTENNAS (TYP) W/ (N) VERIZON ANTENNAS BEYOND o ��Q AT .tR 1_, -, i . , NOTE: PROPOSED ANTENNAS AND ALL MOUNTING HARDWARE TO BE PAINTED TO MATCH EXISTING STRUCTURE. VERIFY PAINT MANUFACTURER AND FINISH WITH OWNER. REVIEWED FOR CODE COMPLIANCE APPROVED AUG 28 2014 City of Tukwila BUILDIN . IVIS, • N 4k,te - I 1 SOUTHWEST ELEVATION SCALE: 1" = 20'-0" (11X17) SCALE: 1" = 10'-0" (22X34) 0' 10' 20' 40' i i • (N) TOP OF VERIZON WIRELESS EQUIP. SCREEN WALL 39'-6" AGL (N) TOP OF VERIZON WIRELESS ANTENNAS N▪ . 39.-6" AGL (E) TOP OF ROOF PARAPET WALL 33.-6" AGL • (E) TOP OF ROOF DECK 31'-6" AGL • (E) TOP OF BLDG. LOWER ROOF 18'-0" AGL • (E) GRADE (26.1' AMSL) 0'-0" AGL (E) T-MOBILE ANTENNAS (TYP) (N) VERIZON WIRELESS EQUIPMENT CABINETS MOUNTED ON 11'-0"X26'-0" STEEL PLATFORM WITHIN 15-0" X 30'-0" LEASE AREA / SCREEN WALL (TO MATCH (E) BUILDING AESTHETICS) (N) VERIZON WIRELESS SURGE SUPPRESSOR MOUNTED BEHIND PARAPET (TYP OF 1 PER SECTOR, TOTAL OF 3) NOTE: PROPOSED ANTENNAS AND ALL MOUNTING HARDWARE TO BE PAINTED TO MATCH EXISTING STRUCTURE. VERIFY PAINT MANUFACTURER AND FINISH WITH OWNER. (N) VERIZON WIRELESS ANTENNAS (TYP OF 4 PER SECTOR, TOTAL OF 12) (N) VERIZON WIRELESS RRU'S MOUNTED BEHIND PARAPET WALL TO BOTTOM OF ANTENNA PIPE MAST (TYP OF 4 PER SECTOR, TOTAL OF 12) fit �/ (N) 30KW GENERATOR ON 4'-0" X 8'-0" CONC. PAD AT GRADE WITHIN 8'-0"x16'-0" WOOD FENCE ENCLOSURE; (E) 3" 0 MAPLE TREE TO BE REMOVED TO ACCOMMODATE INSTALLATION • iy (E) T-MOBILE FENCED EQUIPMENT AREA AT GRADE ar CFIVED F rUKWILA UL. 3 1 2014 PERMIT CENTER SOUTHEAST ELEVATION SCALE: 1" = 20'-0" (11X17) 0' 10' 20' 40' ver172 iwire!ess Cascadia PM 3322 SOUTH BAY ROAD NE OLYMPIA, WA 98506 PH: 360.438.8002 *ECTOR CPM PROJECT NO.: 5406 PRELIMINARY NO. DATE D/C DESCRIPTION 0 07-21-14 TT/GS 90% CD REVIEW SUBMR FAL NO. DATE D/C DESCRIPTION 0 07-30-14 TT/GS BP SUBMITTAL SITE NAME INTERRUB TAX ID NO.: 3365901881 SITE ADDRESS 14240 INTERURBAN AVE. S TUKWILA, WA98168 SHEET TITLE SW AND SE ELEVATIONS SHEET NO. A-3.0 2 SCALE: 1" = 10'-0" (22X34) i• OUTDOOR FLEXENT MODULAR CELL 4.0/4.0B PRIMARY CABINET WITH HEAT EXCHANGE TOP SOLAR SHIELD • • FRONT VIEW 2" HUB / COUPLING EQUIPMENT CABINETS CENTERED & ANCHORED ON I -BEAMS -SEE 4/A-4.0 (TYP) SIDE VIEW HEAT EXCHANGER OUTDOOR PRIMARY EQUIPMENT CABINET FRONT VIEW OUTDOOR ERICSSON RBS 6101 SIDE VIEW OUTDOOR LTE CABINET HEAT EXCHANGER 35.4" TOP VIEW REVIEWED FOR CODE COMPLIANCE APPROVED AUG 2 8 2014 City of Tukwila BUILDJ,NG DIVISION TOP VIEW SCALE: NTS (11X17) SCALE: (22X34) SIDE VIEW SCALE: NTS (11X17) SCALE: NTS (22X34) COMMSCOPE - RBA72-36 BATTERY CABINET, 48V, VRLA/TEC t 39.0" • • • . 0 0 FRONT VIEW OUTDOOR BATTERY CABINET VERIZON WIRELESS EQUIPMENT INFORMATION EQUIPMENT LUCENT MODCELL 4.0B COMMSCOPE RBA72-36 BATTERY CABINET ERICSSON 6101 W/BBU DIMENSIONS 72"H X 35.4"W X 40"D 72"H X 36"W X 39"D 77"H X 28"W X 28"D WEIGHT 1,090 Ibs 3900 Ibs 915 Ibs VERIZON WIRELESS GENERATOR INFORMATION (@ GROUND LEVEL) MTU 30kW W/ 210 GALLON DIESEL TANK 92"H X 110"W X 40"D 4,600 Ibs (WET) 36.0" TOP VIEW SCALE: NTS (11X17) SCALE: NTS (22X34) RECEIVED CITY OF TUKWILA JUL. 3 1 2014 PERMIT CENTER ;1 !!!i!!in I!!!!ilinailli in n-<" �E m1.1.1l=.....==.7.�S's .%.='===== i ■■ Im;••• ms mo il�i -- a�l������ma�®��i�aeis,i !IBEM=E mplams®i®® mE'I' i »=as®��l�=mla ammaa r:��s®®>��m�� �� �......... EII 11.1!!!!!!ff E ulli �li�l&lalgilllEii�E >aa li V 0 BATTERY BATTERY MW / MISC r LTECABINETABINET /PRIMARY CABINET ` CABINET CABINET (GROWTH) N�(GROWTTETLTE CABINET (GROWTH)M lsli ENBE . EIMMEE MEMMI Il 0 0 �1#74MITME ll��E� EMI EtVBl�l; F l:i � a tt=s , 1 11- IIMORIONI IIIIIPM111111."'"1111.11 ENE Rai ill IIMEMBIZEINEE El EIMENElEi r,mME.1m�il�wSIIEE.mlmMISS:1 ilSl>a EEEI>IIIESS1M1 1 I A 11/1111/11 UW MIDI II 11 III 111111 IIIIIIIIIIIII II II MINIM IUIIIIIIII.UI RI 1111111111 IIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIII EQUIPMENT LAYOUT DETAILS - ROOFTOP PLATFORM SCALE: NTS (11X17) SCALE: NTS (22X34) veriZnwireless Cascadia PM 3322 SOUTH BAY ROAD NE OLYMPIA, WA 98506 PH: 360.438.8002 VECTOR CPM PROJECT NO.: 5406 PRELIMINARY NO. DATE D/C DESCRIPTION 0 07-21-14 TT/GS 90% CD REVIEW SUBMITTAL NO. DATE D/C DESCRIPTION 0 07-30-14 TT/GS BP SUBMITTAL SITE NAME INTERRUB TAX ID NO.: 3365901881 SITE ADDRESS 14240 INTERURBAN AVE. S TUKWILA, WA 98168 SHEET TITLE EQUIPMENT DETAILS SHEET NO. A-4.0 x z w DEPTH SIDE VIEW FRONT VIEW WIDTH 11 TOP VIEW MANUFACTURER: PART NUMBER: LENGTH: LENGTI: DEPTH WEIGHT: WEIGHT W/ HARDWARE: AMPHENOL ANTEL, INC HT4C6318X000 94.9" 20.7" 7.4" 68.0 LBS 83.2 LBS MOUNTING PIPE DIAMETER 02.36" - 4.72" MOUNTING HARDWARE PART# 36210008 MANUFACTURER: PART NUMBER: LENGTH: WIDTH: DEPTH WEIGHT: WEIGHT W/ HARDWARE: AMPHENOL ANTEL, INC W WX063X13X00 51.1" 12.0" 7.1" 25.7 LBS 35.7 LBS MOUNTING PIPE DIAMETER 02.0" - 4.5" MOUNTING HARDWARE PART# MKSO9T01 CABLE NOTES: 1. COAX/HYBRID CABLE LENGTHS ARE APPROXIMATE. CONTRACTOR TO FIELD VERIFY LENGTHS PER FINAL CONFIGURATION AND STRUCTURE MOUNTED ROUTING. 2. ALL COAXIAL/HYBRID CABLE INSTALLATION SHALL CONFORM TO CURRENT VERIZON WIRELESS STANDARDS. 3. ALL COAXIAUHYBRID CABLE CONNECTIONS TO BE WEATHERPROOFED. 4. CONTRACTOR TO PROVIDE DRIP LOOPS IN CABLES AND JUMPERS WHERE NECESSARY. ALL COAXIAUHYBRID CABLES TO BE MARKED WITH COLOR CODED TAPE TO INDICATE THE ANTENNA SECTOR. 5. COLORED ELECTRICAL TAPE SHALL MARK EACH END OF CABLE AND EACH END OF JUMPERS AS CLOSE TO EACH END AS POSSIBLE. (NOT TO INTERFERE WITH WEATHERPROOFING). ANTENNA NOTES: 1. REFERENCE OWNERS MANUAL FOR CONNECTION AND MOUNTING INFORMATION FOR AMPLIFIER IF REQUIRED. 2. CONTRACTOR SHALL VERIFY FINAL ANTENNA AZIMUTHS W/ CLIENT REPRESENTATIVE PRIOR TO COMMENCING INSTALLATION. 3. PRIOR TO MATERIALS PROCUREMENT CONTRACTOR SHALL FIELD VERIFY SUITABILITY OF ANTENNA MOUNT AT SPECIFIED ELEVATION. 4. IF REQUIRED, PAINT TO MATCH THE EXISTING STRUCTURE AND/OR BLEND WITH THE SURROUNDING AREAS USING NON -REFLECTIVE PAINT. REVIEWED FOR CODE COMPLIANCE APPROVED AUG 2 8 2014 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA JUL. 31 2014 PERMIT CENTER 1 PANEL ANTENNA SPECIFICATIONS SCALE: NTS (11X17) SCALE: NTS (22X34) 2 NOT USED SCALE: NTS (11X17) SCALE: NTS (22X34) ANTENNA MOUNTING HARDWARE SUPPLIED BY ANTENNA MNF. (E) PARAPET WALL CAP AND FLASHING 5/8" 0 STAINLESS STEEL HILTI KWIK BOLT TZ EXPANSION ANCHORS W/4" MIN. EMBED. @ 12" O.C. MAX.; (2) ANCHORS PER MOUNT ANGLE (E) 7-1/4" THICK REINFORCED CONC. PARAPET WALL 3-1/2" SCH. 40 ANTENNA MOUNT PIPE (N) VERIZON WIRELESS RRU MOUNTED BEHIND PARAPET WALL TO BOTTOM OF ANTENNA PIPE MAST (TYP OF 4 PER SECTOR, TOTAL OF 12) (2) 1/2" U-BOLTS (A307, MIN.) W/ NUT AND WASHER, TYPICAL OF (2) PER PIPE 3/8" 0 S.S. HILTI KWIK BOLT-TZ W/ 2" MIN. EMBEDMENT (TYP. EA. END EA. UNISTRUT & 18" O.C. MAX); SEE "ALU 9928 OUTDOOR SITE PREP GUIDE" FOR ADDITIONAL HARDWARE AND MOUNTING TEMPLATE (N) VERIZON WIRELESS SURGE SUPPRESSOR MOUNTED BEHIND PARAPET (TYP OF 1 PER SECTOR, TOTAL OF 3); MOUNTING HARDWARE PER MANUFACTURER P1000 UNISTRUT OR EQUIV. (TYP OF 2); LENGTH VARIES 1/2" 0 A325N BOLTS WITH NUT AND WASHER TOP & BOTTOM @ L TO L CONNECTION & @ 6" O.C., (TYP OF 2 PER MOUNT, TOTAL OF 4) 14-1/2" LONG, 5" X 5" X 5/8"L; TOTAL OF (2) PER ANTENNA MOUNT PIPE - 9" LONG, 4" X 4" X 1/2"L; TOTAL OF (2) PER ANTENNA MOUNT PIPE (E) ROOF ASSEMBLY AND FRAMING BELOW „>-- VERIZON WIRELESS PANELS ANTENNA & COAX/FIBER INFORMATION SECTOR QTY. ANTENNA MODEL TMA RRU MECH. DOWNTILT AZIMUTH TIP HEIGHT COAX / FIBER LENGTH COAX/FIBER QTY. & SIZE ALPHA 1 HT4C6315X000 NO 1 0° 55° 39'-6" 137'-0" SHARING (1) 6x12 LARGE HYBRID CABLE OF 1.6' 0 1 WWX063X13X00 NO 1 0° 55° 39'-6" 13T-0" SHARING (1) 6x12 LARGE HYBRID CABLE OF 1.6" 0 1 WWX063X13X00 NO 1 0° 55° 39'-6" 137'-0" SHARING (1) 6x12 LARGE HYBRID CABLE OF 1.6" 0 1 HT4C6315X000 1 1 0° 55° 39'-6" 137'-0" SHARING (1) 6x12 LARGE HYBRID CABLE OF 1.6" 0 BETA 1 HT4C6315X000 NO 1 0° 175° 39'-6" 44'-0" SHARING (1) 6x12 LARGE HYBRID CABLE OF 1.6" 0 1 WWX063X13X00 NO 1 0° 175° 39'-6" 44'-0" SHARING (1) 6x12 LARGE HYBRID CABLE OF 1.6" 0 1 WWX063X13X00 NO 1 0° 175° 39'-6" 44'-0" SHARING (1) 6x12 LARGE HYBRID CABLE OF 1.6" 0 1 HT4C6315X000 1 1 0° 175° 39'-6" 44.-0" SHARING (1) 6x12 LARGE HYBRID CABLE OF 1.6' 0 GAMMA 1 HT4C6315X000 NO 1 0° 295° 39.-6" 77'-0" SHARING (1) 6x12 LARGE HYBRID CABLE OF 1.6' 0 1 WWX063X13X00 NO 1 0° 295° 39'-6" 77'-0" SHARING (1) 6x12 LARGE HYBRID CABLE OF 1.6" 0 1 WWX063X13X00 NO 1 0° 295° 39'-6" 77'-0" SHARING (1) 6x12 LARGE HYBRID CABLE OF 1.6" 0 1 HT4C6315X000 1 1 0° 295° 39'-6" 77'-0" SHARING (1) 6x12 LARGE HYBRID CABLE OF 1.6" 0 GPS 1 LUCENT, GPS-26dB N/A N/A N/A 0° 39'-6" 18' (1) @ 7/8" SCALE: NTS (11X17) SCALE: NTS (11X17) veriZppwireless Cascadia PM 3322 SOUTH BAY ROAD NE OLYMPIA, WA 98506 PH: 360.438.8002 \VECTDR e n• I n e e e e CPM PROJECT NO.: 5406 PREUMINARY NO. DATE D/C DESCRIPTION 0 07-21-14 TT/GS 90% CD REVIEW SUBMITTAL NO. DATE D/C _ DESCRIPTION 0 07-30-14 TT/GS BP SUBMITTAL SITE NAME INTERRUB TAX ID NO.: 3365901881 SITE ADDRESS 14240 INTERURBAN AVE. S TUKWILA, WA 98168 SHEET TITLE ANTENNA DETAILS SHEET NO. A-5.0 3 PANEL ANTENNA & ASSOCIATED EQUIP. MOUNTING SCALE: NTS (22X34) 4 PANEL ANTENNA & COAX/FIBER SCHEDULE SCALE: NTS (22X34) TECHNICAL DATA MULTI STANDARD UP TO 2X60 WATTS IBW: DIMENSIONS (WITH SUNSHIELD): WEIGHT: TEMPERATURE: COOLING: REC. FUSE SIZE: REC. DC CABLE: SHIELDED POWER CONS: SFP PORT WITH LC CONNECTOR CO -SITE & X-CONNECT PORTS: SMA RF FEEDER: 7/16 SOLAR SHIELD 40 MHZ 18.4 IN (WIDTH) X 20.4 IN (HEIGHT) X 7.5 IN (DEPTH) 58 LBS -40 TO +131 F SELF CONVECTION: -48 VDC 20 AMP 6 MM2 UP TO 60 METERS 10 MM2 OVER 60 METERS 200 WATTS TYP. iiro,ffro1_y. �I�IIIII,I l.IIIIliHHiiUllIU_ INSTALLATION NOTES: 1. RRUS TO BE INSTALLED WITH THE CABLE CONNECTIONS FACING DOWNWARDS. 2. ALLOW A MINIMUM OF 1 M (39" IN.) FREE SPACE IN FRONT OF THE RRUS TO ENSURE SUFFICIENT WORKING SPACE. 3. IF NO OTHER POSSIBILITIES ARE AVAILABLE, UNDER EXCEPTIONAL CONDITIONS, THE RRUS MAY BE INSTALLED HORIZONTALLY WITH THE FRONT DOWNWARDS. THIS INSTALLATION ALTERNATIVE LIMITS THE POWER SUPPLY OPTIONS AND THE MAXIMUM OUTPUT POWER. DETAILS REGARDING OPTIONAL ACTIONS CAN BE FOUND IN THE INSTALLING REMOTE RADIO UNITS MANUAL. 4. IT IS RECOMMENDED THAT THE RRU'S ARE INSTALLED BELOW THE ANTENNA. 5. THE MINIMUM DISTANCE BETWEEN THE RRU AND THE ANTENNA MUST BE 200 MM (7.87 INCHES). ETHERNET MAINTENANCE PORT PROTECTED GROUND M8 STUD -48 V DC POWER USING 2*6 OR 2*10 SCREW PLINT RET & EXTERNAL ALARM ALD CONNECTOR NOTE: VERIFY RRU MODEL, & TOTAL COUNT WITH LOCK DOWN SET RF SITE BUILD FORM - SEE LATEST RFDS. 1-7?\.\-- GPS ANTENNA PER VERIZON WIRELESS; 1 LUCENT # KS24019-L112A OR APPROVED EQUAL; FINAL MOUNTING HEIGHT AND LOCATION PER RF ENGINEER 1-1/4" STD. PIPE; LENGTH AS REQ'D TO OBTAIN DESIRED HEIGHT VALMONT PIPE TO PIPE CLAMP SET OR APPROVED EQUAL (TYP OF 2); PART # SCP1OK CABLE BRIDGE POST COAXIAL CABLE 1 RRUS 12 — (DUAL PA RRU) SPECIFICATIONS SCALE: NTS (11X17) SCALE: NTS (22X34) 2 NOT USED SCALE: NTS (11X17) SCALE: NTS (22X34) 3 GPS MNTG. SCALE: NTS (11X17) SCALE: NTS (22X34) 15.73" SURGE SUPPRESSER SPECS: DIMENSIONS: 17.34"W x 10.25"D x 21.57"L WEIGHT: 26.9 LBS MFG: RAYCAP MODEL# RCMDC-3315_PF-48 REVIEWED FOR CODE COMPLIANCE APPROVED AUG 2 8 2014 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA JUL • 3 1 2014 PERMIT CENTER SCALE: NTS (11X17) SCALE: NTS (11X17) veriZonwireless Cascadia PM 3322 SOUTH BAY ROAD NE OLYMPIA, WA 98506 PH: 360.438.8002 VECTOR CPM PROJECT NO.: 5406 PRELIMINARY NO. DATE D/C DESCRIPTION 0 07-21-14 TT/GS 90% CD REVIEW SUBMITTAL NO. DATE D/C DESCRIPTION 0 07-30-14 TT/GS BP SUBMITTAL SITE NAME INTERRUB TAX ID NO.: 3365901881 SITE ADDRESS 14240 INTERURBAN AVE. S TUKWILA, WA98168 SHEET TITLE ANTENNA & EQUIP. DETAILS SHEET NO. A-5.1 4 SURGE SUPPRESSOR SCALE: NTS (22X34) 5 NOT USED SCALE: NTS (22X34) r POST PER ELEVATION VIEW PER ELEVATION RAILS PER ELEVATION VIEW (TYP) 2" CLEAR BELOW FENCE BOARDS GRADE /\/ CONCRETE PIER FOOTING 6" COMPACTED GRAVEL BASE \- OVERALL HEIGHT /� ww� ��/ NATIVE UNDISTURBED) \`/\//, SOIL 1'-6„ 0 SECTION VIEW MIN. 2 X 4 PT DFL #2 RAILS W/ FB24 BRACKETS EACH END; (TYPICAL OF 6 PER SECTION) 6'-0" OC FENCING NOTES: • MAX 9'-0" 6X6 PT DFL #2 POST (TYP) 1 X 6X6' #1 CEDAR FENCE BOARDS; ATTACH WITH HDG WOOD SCREWS (TYP) CONCRETE PIER FOOTING; DEPTH SHALL BE 4'-0" OR 6" BELOW FROST DEPTH, WHICHEVER IS GREATER (TYP) ELEVATION VIEW 1. ALL STEEL HARDWARE MATERIAL SHALL BE HOT -DIPPED METALIZED/GALVANIZED AND CONFORM TO ALL ASTM STANDARDS. 2. PROVIDE ALL OTHER HARDWARE NECESSARY TO ATTACH, TENSION, CLIP, BAND, HINGE, FASTEN AND FINISH THE FENCING PROPERLY. 3. GATE HINGES SHALL HAVE THEIR THREADS PEENED OR WELDED TO PREVENT UNAUTHORIZED REMOVAL. 4. TOUCH UP ALL SCRAPES, SCRATCHES, MARKS, BARE AREAS AND APPLY WOOD SEALANT. 4'-0" GATE ///'!�\\\/\/ go �/ /\% \ ' /� 1/8" TENSION WIRE WITH A 3" "EYE & EYE" TURNBUCKLE, WIRE ROPE THIMBLES AND CLAMPS; SECURE EACH END OF WIRE WITH SCREW EYEBOLTS PROVIDE MIN. OF (3) 3" GATE HINGES, LATCH AND LOCK AS REQUIRED PLACE LOWER END OF BRACE TOWARDS THE HINGE; TOENAIL BRACE TO STRINGER GRADE j// \\CONCRETE PIER �OOTING / • j\/ '/\\ \\�\ j/ i • REVIEWED D FOR CODE COMPLIANT APPROVED AUG 2 8 2014 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA JUL. 3 1 2014 PERMIT CENTER SCALE: NTS (11X17) VeriZppwireless 3322 SOUTH BAY ROAD NE OLYMPIA, WA 98506 PH: 360.438.8002 )VECTOR CPM PROJECT NO.: 5406 PRELIMINARY NO. DATE D/C DESCRIPTION 0 07-21-14 TT/GS 90% CD REVIEW SUBMITTAL NO. DATE D/C DESCRIPTION 0 07-30-14 TT/GS BP SUBMITTAL SITE NAME INTERRUB TAX ID NO.: 3365901881 SITE ADDRESS 14240 INTERURBAN AVE. S TUKWILA, WA 98168 SHEET TITLE WOOD FENCE DETAILS SHEET NO. A-6.0 WOOD FENCE DETAILS SCALE: NTS (22X34) • TALL ROOFTOP COAX KITS • TALLER ROOFTOP COVER KITS TO ACCEPT STACKABLE STYLE SNAP -INS. STACK UP TO TWO 1-5/8" SNAP -INS OR THREE 7/8" SNAP -INS • SELF -SPLICING • HEAVY-DUTY 11 GAUGE GALVANIZED STEEL SELF -SPLICING COVER • EACH KIT INCLUDES THREE SLEEPERS AND HARDWARE (RUBBER PADS SHOWN BUT NOT INCLUDED) • COVER HEIGHT IS 8-1/4" • SP1595D USES TWO COVERS SIDE BY SIDE PART# SP1595D NUMBER OF RUNS: 12 STACKED SIZE: 33" X 8' NOTE: CONTRACTOR TO VERIFY REQUIRED WIDTH & DEPTH OF COAX SHROUD AND ACCOUNT FOR FUTURE COAX ROUTING. REVIEWED FOR CODE COMPLIANCE APPROVED AUG 28 2014 City of Tukwila BUILDING DIVISION NOTE CONTRACTOR TO COORDINATE WITH FACILITIES MANAGER FOR ALL ROOF PENETRATIONS OR MODIFICATIONS TO MAINTAIN ALL WARRANTIES. POWER OR FIBER CONDUIT SET CLAMP SEAL W/ SILICONE CAULK PER MNFR. SPECIFICATIONS PREFABRICATED EPDM PIPE BOOT WITH SEAM TAPE (E) BUILT-UP ROOFING ON 3/4" PLYWOOD DECK (E) ROOF FRAMING 1 ROOFTOP CABLE TRAY & SLEEPER DETAIL SCALE: NTS (11X17) SCALE: NTS (22X34) 2 CONDUIT PENETRATION DETAIL SCALE: NTS (11X17) SCALE: NTS (22X34) 1- 5 0 0 O U O w a >- w EXISTING WALL; CONTRACTOR TO VERIFY TYPE OF WALL CONSTRUCTION PRIOR TO MATERIAL PROCUREMENT ADJUSTABLE STEEL CONDUIT STRAP CONTRACTOR TO VERIFY CONDUIT SIZE & COUNT PER VERIZON SPECIFICATIONS AND PLANS SECURE P1000 UNISTRUT (TYPICAL OF 3 FASTENERS) TO EXISTING WALL PER NOTE BELOW P1000 UNISTRUT NOTE: ANCHORAGE: AT CONCRETE USE SS 3/8" EXPANSION ANCHOR @ MIN. 1-3/4" EMBED.; AT WOOD USE 3/8"X3" LAG BOLTS; AT METAL STUDS USE #12X3" SHEET METAL SCREWS (2 TOTAL PER UNISTRUT) UPC/PART NO. B-LINE CAT. NO. WEIGHT EACH 782051 49691 DBP 4.48 (2.03 KG) 782051 50005 DBM 2.35 (1.07 KG) B-LINE CAT. NO. HEIGHT WIDTH LENGTH DBP 4" (101 MM) 6" (152 MM) 9.6" (244 MM) DBM 4" (101 MM) 6" (152 MM) 4.8" (122 MM) CONDUITS PER PLAN COOPER B-LINE DURA BLOCK ROOFTOP SLEEPERS OR APPROVED EQUAL; INSTALL AND SPACE PER MANUFACTURER'S SPECIFICATIONS RECEIVED CITY OF TUKWILA JUL. 3 1 2014 PERMIT CENTER SCALE: NTS (11X17) SCALE: NTS (11X17) l erkelywireless Cascadia PM 3322 SOUTH BAY ROAD NE OLYMPIA, WA 98506 PH: 360.438.8002 N/ECTOR CPM PROJECT NO.: 5406 PRELIMINARY NO. DATE D/C DESCRIPTION 0 07-21-14 TT/GS 90% CD REVIEW SUBMITTAL NO. DATE D/C DESCRIPTION 0 07-30-14 TT/GS BP SUBMITTAL SITE NAME INTERRUB TAX ID NO.: 3365901881 SITE ADDRESS 14240 INTERURBAN AVE. S TUKWILA, WA 98168 SHEET TITLE CONSTRUCTION DETAILS SHEET NO. A-7.0 3 TYPICAL CONDUIT TO WALL ATTACHMENT SCALE: NTS (22X34) 4 TYPICAL CONDUIT SLEEPER DETAIL SCALE: NTS (22X34) RAIN SHIELDS APPROX. BATTERY LOCATION (LOOSE) OIL FILL FUEL FILTER 26 AIR FILTER 7 1/2 OIL FILTER WATER HEATER MAINLINE CIRCUIT BREAKER LOCATION 30 (HINGED DOOR; BOTH SIDES) 12-I--30 84 30 (HINGED DOOR; BOTH SIDES) ELECTRICAL STUB -UP AREA 2"0 TANK VENT 12' MIN. ABOVE GRADE W/ RAIN CAP (IF REQUIRED, VERIFY) 7 1/2 3012� CONTRACTOR NOTES: 1. CONTRACTOR TO PROVIDE SPRING ISOLATORS IF REQUIRED FOR APPLICATION; VERIFY WITH CLIENT REPRESENTATIVE. CONTACT MTU ONSITE ENERGY AT 1-800-325-5450 FOR SPECIFIC SPRING ISOLATORS FOR PARTICULAR APPLICATION. 2. ATTACH GENERATOR TO CONC. PAD PER DETAIL 1/A-8.1 (SEE GENERATOR SPECIFICATIONS FOR LOCATIONS) 3. CONTRACTOR SHALL APPLY FOR A FLAMMABLE/COMBUSTIBLE TANK PERMIT WITH FIRE DEPARTMENT PRIOR TO INSTALLATION IF REQUIRED. VERIZON WIRELESS GENERATOR INFORMATION MTU 30kW W/ 210 GALLON DIESEL TANK 92"H X 110"W X 40"D 4,600 Ibs DOOR DRIP CAPS 210 GL DW UL LISTED SUB -BASE FUEL TANK 125% CONTAINMENT 76 34 (•) 2"0 TANK VENT 12' MIN. ABOVE GRADE W/ RAIN CAP (IF REQUIRED, VERIFY) DwG. #: VER3O_JC6DT4(4024TF)CQE-IDS-8 NOTES: 1) APPROX. WEIGHT: (WET) 4600# 2) REFERENCE BASE/TANK DRAWING: 108-2514 3) REFERENCE ENCLOSURE DRAWING: 103-297 4) LB FOR CONDUIT SUPPLIED BY MTU CORP. 5) SOUND LEVEL: 67 DBA 0 23 FT. 6) GEN-SET IS OFF -SET 1 1/2" TO LEFT SIDE OF BASE/ENCL. 7) ENCLOSURE & EXHAUST SYSTEMS ARE NOT SHOWN ON TOP VIEW 30 (HINGED DOOR) 5 r 92 89 1/2 76 013/16 MTG. HOLES (6 PLCS) 32 35 37 REVIEWED FOR CODE COMPLIANCE APPROVED AUG 2 8 2014 CONTROL AS SPECI DRY CONT MAINLINE CIRCUIT BREAKER ANEL D City of Tukwila CB4.9fLDING DIVISION WATER HEATER & BATTERY CHARGER AC POWER CONDUIT 3/4" LB 71 3/4 (APPROX. CONTROL PANEL HEIGHT) ENGINE START/RELAY BOX CONDUIT 3/4" LB GENSET AC POWER CONDUIT 2" LB R C E I V E D EARTH GROUND CITY F TUKWILA J L. 3 1 2014 PERMIT CENTER LUGS A 3-25-09 INITIAL RELEASE SALES AND ENGINEERING KAP REVISION DATE REVISION DESCRIPTION INITIALS oupoffiai f D 77 GEN-SET INFORMATION ENGINE 4024TF281 GENERATOR: 361 PSL RADIATOR: 73808 (4024SRF) RADIATOR AMBENT: 50C DUCT FLANGE: 105-3459 CONTROL PANEL 50 SERIES BASE: SEE NOTES ENCLOSURE: 103-297 BREAKER: 125 AMP TANK: 210 GALLON MUFFLER: 3 1/2 CRITICAL TRAILER: NA ISOLATORS: PADS DIMENSIONAL LAYOUT DRAWN TO SCALE ALL DIMENSIONS ARE N INCHES MODEL:VER3O_JC6DT4 DATE: 3-25-09 DRAWN BY: KAP DWG. #: VER30_JC04(4024TF)CQE-IDS-8 NOTE: SEE ELECTRICAL SHEETS FOR GROUNDING INFORMATION. GENERATOR POWER AND SIGNAL CONDUITS: ONE 1-1/2" CONDUIT TO ATS ONE 1" CONDUIT TO ATS ONE 1" CONDUIT TO PANEL 'A' ONE 1" CONDUIT TO MOD CELL CABINET GENERATOR NOTES: 1. CONTRACTOR TO VERIFY TANK TYPE 8 SPECIFICATION PRIOR TO MATERIAL PROCUREMENT & INSTALLATION. 2. FIRE SAFETY DURING CONSTRUCTION, ALTERATION OR DEMOLITION SHALL BE IN ACCORDANCE WITH 1997 UNIFORM FIRE CODE, ARTICLE 87. 3. BEFORE INSTALLATION OF ANY LGP 8/OR FLAMMABLE COMBUSTIBLE LIQUID TANK, OWNER SHALL APPLY FOR A TANK PERMIT WITH HONOLULU FIRE DEPARTMENT PLANS REVIEW SECTION. CALL 723-7096 FOR QUESTIONS OR INFO. 4. (N) CONC. PAD SIZE TO ACCOMMODATE GENERATOR BASE. (SEE GENERATOR SPECIFICATIONS FOR BASE SIZE & ATTACHMENT LOCATIONS) - SEE SHEET A-8.1. SCALE: NTS veriZnwire;ess Cascadia PM 3322 SOUTH BAY ROAD NE OLYMPIA, WA 98506 PH: 360.438.8002 \VECTDR CPM PROJECT NO.: 5406 PRELIMINARY NO. DATE D/C DESCRIPTION 0 07-21-14 TT/GS 90% CD REVIEW SUBMITTAL NO. DATE D/C DESCRIPTION 0 07-30-14 TT/GS BP SUBMITTAL SITE NAME INTERRUB TAX ID NO.: 3365901881 SITE ADDRESS 14240 INTERURBAN AVE. S TUKWILA, WA 98168 SHEET TITLE GENERATOR DETAILS SHEET NO. A-8.0 1 GENERATOR DETAILS SCALE: NTS 8" THICK CONCRETE SLAB—\.. 4- 0 • 0 ■. • .. �. y' .w• 7/7- USE (6) 1/2" 0 HILTI KWIK-BOLT-TZ STAINLESS STEEL EXPANSION ANCHORS - EMBED 2" MIN., (3) BOLTS PER SIDE, EVENLY SPACED • • •.. - - 4 .• a _ •/ • • CONTRACTOR MUST COMPLY WITH THE FOLLOWING: 1. STORAGE, USE, DISPENSING, MIXING AND HANDLING FLAMMABLE AND COMBUSTIBLE LIQUIDS SHALL BE IN ACCORDANCE WITH ARTICLE 79, 1997 UFC SECTION 7901.1.1. 2. PORTABLE FIRE EXTINGUISHERS SHALL BE PROVIDED IN ACCORDANCE WITH UFC STANDARD 10-1 AND OTHERWISE REQUIRED BY ARTICLE 79, 1997 UFC SECTION 7901.5.3. 3. WARNING SIGNS SHALL BE OF A DURABLE MATERIAL WITH RED LETTERING ON A WHITE BACKGROUND AND SHALL READ DANGER -FLAMMABLE LIQUIDS. LETTERS SHALL NOT BE LESS THAN 3 INCHES (76.2 MM) IN HEIGHT AND % INCH (12.7) IN STROKE. 1997 UFC SECTION 7901.9.2. 4. TANKS OVER 60 GALLONS IN CAPACITY PERMANENTLY INSTALLED OR MOUNTED AND USED FOR THE STORAGE OF CLASS I, II, OR III -A LIQUIDS SHALL BEAR A LABEL OR PLACARD IDENTIFYING THE MATERIAL THEREIN IN ACCORDANCE WITH ARTICLE 90, SECTION 9002, UFC STANDARD 79-3. 1997 UFC SECTION 7902.1.3.2 AS AMENDED. 5. CONNECTIONS FOR TANK OPENINGS SHALL BE LIQUID TIGHT. OPENINGS TO TANKS SHALL BE LOCATED OUTSIDE OF BUILDINGS AT A LOCATION FREE FROM SOURCES OF IGNITION AND NOT LESS THAN 10 FEET (3048 MM) AWAY FROM BUILDING OPENINGS OR OF LINES OF PROPERTY THAT CAN BE BUILT ON. SUCH OPENINGS SHALL BE PROVIDED WITH A BE LIQUID -TIGHT CAP WHICH SHALL BE CLOSED WHEN NOT IN USE AND SHALL BE PROPERLY IDENTIFIED. 1997 UFC 6. VENT PIPE OUTLETS FOR TANKS STORING CLASS I, II, OR III -A LIQUIDS SHALL BE LOCATED SUCH THAT THE VAPORS ARE RELEASED AT A SAFE POINT OUTSIDE OF BUILDINGS AND NOT LESS THAN 12 FEET (3658 MM) ABOVE THE ADJACENT GROUND LEVEL. VAPORS SHALL BE DISCHARGED UPWARD OR HORIZONTALLY AWAY FROM CLOSELY ADJACENT WALLS TO ASSIST IN VAPOR DISPERSION. VENT OUTLETS SHALL BE LOCATED SUCH THAT FLAMMABLE VAPORS WILL NOT BE TRAPPED BY EAVES OR OTHER OBSTRUCTIONS AND SHALL BE AT LEAST 5 FEET (1524 MM) FROM BUILDING OPENINGS OR PROPERTY LINES OF PROPERTIES THAT CAN BE BUILT ON. 1 GENERATOR MOUNTING DETAIL SCALE: NTS (11X17) SCALE: NTS (22X34) 2 FIRE NOTES SCALE: NTS (11X17) SCALE: NTS (22X34) CONCRETE PAD CONSTRUCTION 1. SEE STRUCTURAL CONCRETE NOTES, SHEET GN-3. 2. MINIMUM OF 2" COVER AT TOP OF SLAB AND 3" WHERE CONCRETE IS IN CONTACT W/ SOIL. 3. SOIL SHALL BE PREPARED WITH A FLAT SURFACE, FREE AND CLEAR OF STANDING WATER AND LOOSE DEBRIS. SOIL SHOULD BE WELL COMPACTED TO 90% OF IT MAXIMUM DENSITY AT OPTIMUM MOISTURE CONTENT. 4. TOP SURFACE OF SLAB SHALL BE A LIGHT BROOM FINISH AND TAPERED TO ALLOW WATER TO SHED WITHOUT PONDING. 8" CONC. PAD W/ TURNED -DOWN FOOTING 1" EDGE CHAMFER (TYP) GRAVELED COMPOUND EXISTING GRADE (2) #4 CONTINUOUS W/ 2'-0" LAP (TYP); #4 @ 12" O.C. EA. WAY AT SLAB MID -HEIGHT 4"-3/8"(-) COMPACTIBLE CRUSHED ROCK 95% COMPACTED NATIVE SOIL (UNDISTURBED) #4 CLOSED TIES @ 18" O.C. PER PLAN 3" CLEAR (TYP) r -- • OUTLINE OF TURN DOWN BELOW #4 @ 12" O.C. EA. WAY AT SLAB MID -HEIGHT 1 J 8" THICK CONCRETE SLAB -J a NOTES: 1. ALL GENERATOR EQUIPMENT AND HARDWARE TO BE INSTALLED ACCORDING TO MANUFACTURER SPECIFICATIONS. 2. GENERATOR MOUNTED IN CENTER OF CONCRETE PAD. SEE SHEET A-8.0 FOR GENERATOR SPECIFICATIONS. 3. CONDUIT STUB UP LOCATIONS FOR ELECTRICAL,TELCO, & GENERATOR TO BE DETERMINED BY VERIZON REPRESENTATIVE / CONTRACTOR. REVIEWED FOR CODE COMPLIANCE APPROVED AUG 2 8 2014 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA JUL 3 1 2014 PERMIT CENTER SCALE: NTS (11X17) SCALE: NTS (11X17) Verinwireless Cascadia PM 3322 SOUTH BAY ROAD NE OLYMPIA, WA 98506 PH: 360.438.8002 VECTOR CPM PROJECT NO.: 5406 PRELIMINARY NO. DATE D/C DESCRIPTION 0 07-21-14 TT/GS 90% CD REVIEW SUBMITTAL NO. DATE D/C DESCRIPTION 0 07-30-14 TT/GS BP SUBMITTAL SITE NAME INTERRUB TAX ID NO.: 3365901881 SITE ADDRESS 14240 INTERURBAN AVE. S TUKWILA, WA98168 SHEET TITLE GENERATOR & CONC. PAD DETAILS SHEET NO. A-8.1 3 CONCRETE PAD SECTION SCALE: NTS (22X34) 4 GENERATOR CONCRETE PAD DETAIL SCALE: NTS (22X34) 1. SIGNS & PLACEMENT A. LOW LEVEL (BLUE) WARNING SIGNS - PLACE AT SITE ENTRY/ACCESS POINTS ONLY: ROOF TOPS: PLACE SIGNS ON THE INSIDE OF ROOF HATCH; PLACE ON ACCESS DOOR UNLESS DOOR IS USED BY GENERAL PUBLIC OR BUILDING TENANTS REGULARLY FOR ACCESS - IN THESE CASES CONSULT CONSTRUCTION MANAGER OR QC SUPERVISOR WATER TANKS: PLACE SIGNS ON COMPOUND GATE VERIZON WIRELESS -OWNED SITES: PLACE ONE SIGN ON SITE GATE B. HIGH LEVEL (RED) CAUTION SIGNS - PLACE AT ALL ANTENNA SECTORS WHERE ACCESS BY THE GENERAL PUBLIC TO THE ANTENNAS IS POSSIBLE: ALL SIGNS WILL BE SECURED WITH EITHER STAINLESS STEEL ZIP TIES OR STAINLESS TECH SCREWS 2. CC PARTICIPATION IN SIGN LOCATION CM WILL MEET WITH ALL CC'S TO OUTLINE CRITERIA FOR SIGN PLACEMENT; EMPHASIS WILL BE ON 'GRAY AREA' SITES, WHERE SIGN PLACEMENT IS PARTICULARLY CHALLENGING - WE WILL GIVE CC'S AS MUCH GUIDANCE ON SPECIFIC SITUATIONS AS WE CAN FORESEE, BUT CC'S WILL BE ENCOURAGED TO PARTNER CM OR QC IN DECIDING PLACEMENT OF DIFFICULT SITES. A JOINT SITE VISIT MAY BE REQUIRED TO FULFILL REQUIREMENTS CC WILL CALL OUT SIGN LOCATION(S) AT THE A&E WALK FOR EACH SITE AS THOSE OCCUR ON SITES WITH EXISTING A&E BUT NOT YET CONSTRUCTED, CC WILL BE ASKED TO PROVIDE (WITHIN A REASONABLE TIME FRAME TBD) A DETAIL FOR SIGN PLACEMENT THAT WILL BE SLIP -SHEETED INTO EXISTING SETS 3. SIGN DISBURSEMENT FROM WAREHOUSE SIGNS WILL BE IN STACK AT KENT WAREHOUSE TO BE DISBURSED AS PART OF THE GC BOM AS CALLED OUT IN A&E DRAWINGS FOR EACH SITE INFORMATION VERIZON WIRELESS operates telecommunications antennas at this location. Remain at least 3 feet away from any antenna and obey all posted signs. Contact the owner(s) of the antenna(s) before working closer then 3 feet from the antenna(s) Contact VERIZON WIRELESS at (VERIFY PHONE#) prior to performing any maintenance or repairs near VERIZON WIRELESS antennas This is site# Contact the management office if this door/hatch/gate is found unlocked. INFORMACION En esta propiedad se ubican antenas de telecommunicaciones operaadas par VERIZON WIRELESS Favor mantener una disiancia de no menos de 3 pies y obedecar todos las avisos. Comuniquese can el propietaria o las propiatarios de las antes de trabajar o caminar de menos de 3 pies de la antena Comuniquese can VERIZON WIRELESS (PHONE#) antes de realizar cualquier mantenimiento a reparaciones cera de las antenas de VERIZON WIRELESS Esta es la estacion base numero favor comunicarse can la oficina de la administration del adificio si esta puerta o compuerta se encuentra sin canado ICE 010 Beyond this point you are entering an area where RF Emissions may exceed the FCC General Population Exposure Limits Follow at posted signs and site guidelines for working in an RF environment Ref: FCC 47cfr 1.137(b) at&t Mobility LLC RF WARNING SIGN NOT TO SCALE Calf)7 iEg On this tower: Radio frequency fields near some antennas may exceed FCC rules for human exposure. Personnel climbing this tower should be trained for working in radio frequency environments and use a personal RF monitor if working near active antennas. Ref: FCC 47cfr 1.137(b) at&t Mobility LLC RF WARNING SIGN NOT TO SCALE FABRIC FENCE APPLICATION 3/160 SS THROUGH BOLT W/3" SS WASHER OTHERSIDE, (4) PLACES. NOTES: 1. FOR VERIZON WIRELESS LOGO SEE VERIZON WIRELESS DESIGN SPECIFICATIONS (PROVIDED BY VERIZON WIRELESS ) 2. ALL TEXT FONT IS ARIAL U.N.O. 3. CONTRACTOR TO PROCURE FCC NO. FROM COMPLIANCE COORDINATOR PH: (425) 895-7000 4. TEXT FOR SIGNAGE SHALL INDICATE CORRECT SITE NAME AND NUMBER AS PER VERIZON WIRELESS CONSTRUCTION MANAGER RECOMMENDATIONS. 5. CABINET / SHELTER MOUNTING APPLICATION REQUIRES ANOTHER PLATE APPLIED TO THE FACE OF THE CABINET WITH WATER PROOF POLYURETHANE ADHESIVE 1/8" WIDE STRIPE 1/4" 7/16" 5/8" 5/8" 1/4" 1'-0 REVIEWED FOR CODE O APPROVEDNCE AUG 282014 City of Tukwila BUILDING DIVISION Vertgawireless RADIO TELECOMMUNICATIONS FACILITY O*� SITE NAME SITE NUMBER PLEASE REDLINE WITH FCC #S CONTACT PH: 1-800-832-6662 c. VERIZON WIRELESS SIGNAGE DETAIL NOT TO SCALE 26" NO TRESPASSING" NO TRESPASSING SIGN NOT TO SCALE N 0 RECE YOFT JUL.3 • VED UKWILA 1 2014 PERMIT CENTER SCALE: NTS (11X17) verizepwireless Cascadia PM 3322 SOUTH BAY ROAD NE OLYMPIA, WA 98506 PH: 360.438.8002 VECTOR CPM PROJECT NO.: 5406 PRELIMINARY NO. DATE D/C DESCRIPTION 0 07-21-14 TT/GS 90% CD REVIEW SUBMR TAL NO. DATE D/C DESCRIPTION 0 07-30-14 TT/GS BP SUBMITTAL SITE NAME INTERRUB TAX ID NO.: 3365901881 SITE ADDRESS 14240 INTERURBAN AVE. S TUKWILA, WA 98168 SHEET TITLE SIGNAGE DETAILS SHEET NO. A-9.0 1 SIGNAGE DETAILS SCALE: NTS (22X34) 26'-0" (N) W12x35 STEEL BEAM, TYP. OF (2) TYP. (N) ACCESS DOOR @ PLATFORM STAIRS .1mmin ••6imassEsiEssEi164sEssmissimiiiiii. if_ifirmasissers lessasseassissamemesseassmissmarma EmessErIMEEEEN ENEEME 11, ••• 1L ows-rediri EiWirdill .11111.111111 FILIFILIIIII IIIIIMI_W11111111V11111111111 Ili i EELNIENrimm•=:-E Eranonasama aims!. iii I wiikaii ',ivy/mi. — LTE CABINET I CABINET PRIMARY li i \ PRIMARY —AI / ail BATTERY CABINET (GCRA0Blwn.oNET BATTERY linatiammi 1_ (GROVYTH) LTE CABINET 1PE (GROWTH) CABINET MI ilii =Magi A Oil 0 IV II III "II IMMIMIMMIC _ i 11.,*1h-Am.mmsuumnntigimma1.o1m1lsamsivio!onn:is aimgaisI-s nffirmainlaNiCIiI1PI2aeamm., ir.oEticli ......v 6Iiot 1rll1!=!t 1M•g:Wrrmal 1.1.05 *....1.4 1 ! . -- - !:,umoi•p=i...._i1. libilM11111111inliii1111111 ==-1,_.11,24,41riffiM. idifisalibilairdiaireljarill w,v1.-=.Erm...=•.....;.74...........••===.1.4.11 ill mommirklirsonionrimiliM MEMBER WEIL EMMIMMEIEMR sammsammaialllizionsammaq ions=mnunnommonnaz=no onnune=ormann=st Amensimmannommumialmannowassn, . arams: MIEN" ' MIENIREMEREENIIIENEMEISMEINIMEI.1ESEMISIMEIN EISZEHIMINI • inali (N) C6x8.2 STEEL CROSS BEAMS, TYP. OF (10) 30'-0"0.C. TYP. (E) BUILDING BEAMS BELOW (N) 5" STD. STEEL PIPE STUB COLUMNS CENTERED OVER BEAM BELOW, TYP. STEEL ANGLE GIRTS PER MANUFACTURER SPECIFICATIONS T.S. COLUMNS; TOTAL OF (15) (N) W12x14 STEEL BEAM, TYP. OF (6) Aft INDICATES SPAN DIRECTION OF 1x3/16 W-19 STEEL BAR GRATING OR EQUIV. (MAX. 3'-8" SPAN) INSTALLED PER MANUFACTURER SPECIFICATIONS 1 PLATFORM LAYOUT ‘7112.14(inkt4(t C5c-t et 'FY:PULA Cirn,7M Ntyt 11, (E) 7-1/4" THICK PRECAST CONC. WALL (E) 4x6 LEDGER (N) LTT 20B © EA. BLK. W/10-10d & 3/40 ALL THREAD ROD THROUGH WEB OF (E) JOIST, TYP. pf tow c,tv-fno -n* cvervi.Of 1„)/kc.f_fic, (E) OR (N) LTT 20B @ 4'-0" O.C. W/ 10-10d & 1/20 THREADED ROD W/ HILTI HIT-HY 150 MAX. ADHESIVE W/ 4-1/2" MIN. EMBED, OR EQUIV., TYP. (E) JOIST @ 4'-0" O.C. (E) 3X4 BLK'G 4'-0" O.C. (E) OR (N) 3/4" PLYWOOD (N) 3X4 BLK'G 4.-0" O.C. W/10d (3") @ 6" O.C. C-tch'r°9- (Miro (E) 7-1/4" THICK PRECAST CONC. WALL (E) 4x12 LEDGER SCALE: 1/8" = 1'-0" (11X17) SCALE: 1/4" = (22X34) (E) OR (N) LTT 20B © 4.-0" O.C. W/ 10-10d & 1/20 THREADED ROD W/ HILTI HIT-HY 150 MAX. ADHESIVE W/ 4-1/2" MIN. EMBED, OR EQUIV., TYP. 0 0 0 0 0 0 0 0 0 0 (N) WEB FILLER (E) WEB FILLER 0' 4' 8' 16' • • IN • Vertepwireless Cascadia PM 3322 SOUTH BAY ROAD NE OLYMPIA, WA 98506 PH: 360.438.8002 VECTOR CPM PROJECT NO.: 5406 PRELIMINARY NO. DATE D/C DESCRIPTION 0 07-21-14 'TT/GS 90% CD REVIEW REVIEWEDOR CODE COMPLIANC APPROVED (E) OR (N) 3 " PLYWOWG 28 2014 City of Tukwila BUILDING DIVISION Aj RECEIVED (E) JOIST CITY OF TUKWILA JUL.3 1 2014 PERMIT CENTER SCALE: NTS (11X17) SCALE: NTS (11X17) DATE 07-30-14 SUBMITTAL D/C TT/GS DESCRIPTION BP SUBMITTAL SITE NAME INTERRUB TAX ID NO.: 3365901881 SITE ADDRESS 14240 INTERURBAN AVE. S TUKWILA, WA 98168 SHEET TITLE STRUCTURAL DETAILS SHEET NO. S-1.0 2 ROOF - SECTION SCALE: NTS (22X34) 3 ROOF - SECTION SCALE: NTS (22X34) STUB COLUMN PER 1/S-2.0, CENTERED ON PLATE (4) 5/8" 0 STEEL BOLTS; TYPICAL PLATE PER DETAIL 2/S-2.0; TYPICAL TOP AND BOTTOM STUB COLUMN PER PLAN VIEW 1/S-1.0, CENTERED ON PLATE 3/16D < TYP. (3) SIDES BEAM PER PLAN VIEW STIFFENER PLATE EACH SIDE PER DETAIL 4/S-2.0, CENTER @ STUB COLUMN/PLATE ® a —INSTALL CHEMCURB SYSTEM OR PITCH POCKET AT PIPE STUBS (TYP); REPAIR TO EQUAL OR BETTER CONDITION (4) 5/8"0 LAG SCREW W/ 3"MIN. EMBED (E) ROOF JOIST BEYOND (TYP) (E) GL BEAM Q co (N) STEEL BEAM u_ ABOVE OR (E) GL BEAM BELOW o 0 O N.N. O /\ STD. GAGE OF BEAM ff 1/4 V 1/2" THICK STEEL CAP/BASE PLATE 1 1/2" 10" (TYP) (4) 3/4" 0 HOLES FOR BOLTS TO BEAM PER 1/S-2.0 2 STUB COLUMN CAP/BASE PLATE SCALE: NTS (11X17) SCALE: NTS (22X34) 1-3/8" THICK STEEL BASE PLATE 11/16"0 HOLES FOR 5/8"0 A325 STEEL BOLTS 1 STUB COLUMN CONNECTION SCALE: NTS (11X17) SCALE: NTS (22X34) 3 SCREEN WALL - BASE PLATE SCALE: NTS (11X17) SCALE: NTS (22X34) (N) STEEL COLUMN PER 6/S-2.0 (N) W12x35 STEEL BEAM 5/16 5/16 (N) 3/8" TAB CONNECTION PLATE (N) 3/8" STIFFENER PLATE (N) W12x14 STEEL BEAM (N) (2) 5/8"0 STEEL BOLTS W-SHAPED SUPPORT BEAM (N) 3/8" TAB CONNECTION PLATE (N) CHANNEL SUPPORT I -BEAM (N) (2) 5/8"0 STEEL BOLTS 1/2"0 A325 STEEL BOLT, TYP. REVIEWED FOR CODE COMPLIANCE APPROVED AUG 282014 City of Tukwila BUILDING DIVISION i0 STEEL BAR GRATING PER PLAN, CUT GRATING AT BASE PLATE CONNECTION AS NEEDED HSS 4x4x3/16 STEEL COLUMN, TYP. L3x3x3/16 x4" LONG STEEL CLIP ANGLE SPACED VERTICALLY @ 24" O.C. 3/16> <TYP. L3x3x3/16 CONTINUOUS STEEL ANGLE GIRT SPACED VERTICALLY @ 24" O.C., U.N.O. RECEIVED CITY OF TUKWILA JUL. 3 1 2014 PERMIT CENTER /4/S2.0 FOR INFO NOT SHOWN I In 1/2"0 A325 STEEL BOLTS @ 24" O.C. & © 6" FROM ANGLE END CENTERED ON W SHAPE FLANGE TYP. 7/16" THICK HARDIE PANELS ATTACHED TO STEEL ANGLE GIRTS PER MANUF. SPEC. L5x3x1/4 (LLH) CONTINUOUS STEEL ANGLE SCALE: NTS (11X17) SCALE: NTS (11X17) SCALE: NTS (11X17) veri�onwireless Cascadia PM 3322 SOUTH BAY ROAD NE OLYMPIA, WA 98506 PH: 360.438.8002 EpTDR CPM PROJECT NO.: 5406 PRELIMINARY NO. DATE D/C DESCRIPTION 0 07-21-14 TT/GS 90% CD REVIEW SUBMITTAL NO. DATE D/C DESCRIPTION 0 07-30-14 TT/GS BP SUBMITTAL SITE NAME INTERRUB TAX ID NO.: 3365901881 SITE ADDRESS 14240 INTERURBAN AVE. S TUKWILA, WA 98168 SHEET TITLE STRUCTURAL DETAILS SHEET NO. S-2.0 4 PLATFORM - SECTION SCALE: NTS (22X34) 5 PLATFORM - SECTION SCALE: NTS (22X34) 6 SCREEN WALL - SECTION SCALE: NTS (22X34) A \-<-- verlZppwre!ess Cascadia PM 3322 SOUTH BAY ROAD NE OLYMPIA, WA 98506 PH: 360.438.8002 SS LOCKSET ATTACHED TO 4x4 HSS COLUMN / / OPEN �L CLOSED COLUMN, TYP. I I I I / / � / / 7/16" THICK HARDIE PANELS L3x3x3/16 STEEL ANGLE GIRT / ATTACHED TO STEEL ANGLE @ 24" O.C. / GIRTS PER MANUF. SPEC. I VECTOR ■ n • i CO `r. Atty.HSS4x4x3/16STEEL ID - (.1� +z W C�3(�� 4t �CT� �� r 00; , O ': 41725 L HSS 4x4x3/16 STEEL COLUMN, TYP. RECEIVED CITY OF TU K W ILA < 0 < SS HINGE CONNECTING DOOR TO 4x4 HSS COLUMN ATTACHED TO PLATFORM HSS 4x4x3/16 STEEL COLUMN & /� - JUL, 31 2014 PERMIT C ENTER I I C1 7/30/14 I�NAL' .BASEPLATE 2 PLATFORM DOOR PLAN VIEW SCALE: NTS (11X17) CPM PROJECT NO.: 5406 3/16v L3x3x3/16 STEEL ANGLE GIRT @ 24" O.C. PRELJMINARY - SCALE: NTS (22X34) NO. DATE D/C DESCRIPTION NOTE: RE 0 07-21-14 TT/GS 90% CD REVIEW STAIR DESIGN BY OTHERS. DIMENSIONS VIEWED FOR ARE TO BE VERIFIED BY CONTRACTOR. \ CO COMPLIANC / �C AUG 2 SUBMITTAL O. N0 DATE D/C DESCRIPTION 07---30.14 TT/GS BP SUBMITTAL 8 2014 RAILING -12"21x3/16 <,....._________.-- SITE NAME o W-19 STEEL BAR OR EQUIV. CT o f Tut,....,a STEELBARGGRAIN AT PLAN, CUT GRATING AT BASE PLATE CONNECTION AS NEEDED 1 S-3.0GRATING 7/16" THICK HARDIE PANELS ATTACHED TO STEEL ANGLE /// GIRTS PER MANUF. SPEC. INTERRUB TAX ID NO.: r ILO , / CP 3365901881 SITE ADDRESS 11 I I II I I 1. 1 I I I I 1 I I 1 I O I I< i t iu) t 11" TYP. / po 14240�i TUKWILA, WA96168 Z Opco 0(13 Qp i I I 1 I I I 0 O O w l I 1 1 1 1 1 I 1 SHEET TITLE STRUCTURAL DETAILS O 1"x12"x36" STAIR TREADS W/ ABRASIVE NOSING O I I I I I I I I I w C12x20.7 STAIR STRINGER °° - VALMONT B1525 RUBBER MAT///1L'Is I r I w s ROOF SYSTEM SEE 4/S-2.0 FOR J ADDTIONAL DETAILS SHEET NO. 3.0 SCALE: NTS (11X17) SCALE: NTS (11X17) STAI R TO PLATFORM SCALE: NTS (11X17) 1 PLATFORM DOOR - SECTION SCALE: NTS (22X34) 3 STAIR STRINGER DETAIL SCALE: NTS (22X34) 4 I CONNECTION I SCALE: NTS (22X34) • / 0/ APPROX. LOCATION OF (E) ELECTRICAL ROOM ON 1ST FLOOR 0 0 (E) UPPER ROOFTOP U (N) FIBER AND POWER ROUTE ON NON -PENETRATING SLEEPERS ROUTED BELOW PLATFORM TO UTILITY H-FRAME (N) FIBER AND POWER ROUTE THROUGH (E) ROOF PENETRATION ROUTED FROM 1ST FLR. ELECT. ROOM NIP (N) ELECTRICAL CONDUIT ROUTED UP EXTERIOR WALL FROM (N) GENERATOR AT GRADE TO (N) ILC CABINET MOUNTED ON (N) H-FRAME ON (N) ROOFTOP EQUIPMENT PLATFORM POWER CONNECTION TO (N) VERIZON WIRELESS GENERATOR PER NEC AND MANUFACTURER SPECIFICATIONS (N) 30KW GENERATOR ON 4'-0" X 8'-0" CONC. PAD AT GRADE WITHIN 8'-0"x16'-0" WOOD FENCE ENCLOSURE NOTES: 1. THE LOCATION OF THE CONDUIT ROUTES INDICATED ON THE PLANS ARE APPROXIMATE. THE EXACT LOCATIONS OF ALL THE EXISTING UTILITIES MUST BE ASCERTAINED IN THE FIELD. CONTRACTOR IS TO VERIFY WHETHER ANY ADDITIONAL FACILITIES OTHER THAN THOSE SHOWN ON THE PLANS MAY BE PRESENT. 2. CONTRACTOR TO CONFIRM WITH VERIZON WIRELESS REPRESENTATIVE THE FINAL UTILITY SOURCES PRIOR TO CONSTRUCTION. CALL BEFORE YOU DIG 811 W S 1 OVERALL ELECTRICAL SITE PLAN SCALE: 1/16" = 1'-0" (11X17) SCALE: 1/8" = 1'-0" (22X34) 0' 8' 16' 32' .- (N)) FIBER AND POWER ROUTE THROUGH (E) ROOF PENETRATION ROUTED FROM 1ST FLR. ELECT. ROOM (N) FIBER AND POWER ROUTE ON NON -PENETRATING SLEEPERS ROUTED BELOW PLATFORM TO UTILITY H-FRAME F P F P F P F P (N) FIBER CONNECTION TO (N) VERIZON WIRELESS PDU/BATTERY CABINET PER MANUFACTURER SPECIFICATIONS F F P P (N) FIBER CONNECTIONS TO (N) FIBER CABINET PER CURRENT V RI ON WIRELE T_ : nuiuunuunnuunnu (N) POWER CONNECTIONS TO (N) ILC PER CURRENT NEC AND VERIZON WIRELESS STANDARDS Umnmmmuuuuuunu (N) POWER CONNECTION TO (N) VERIZON WIRELESS PDU/BATTERY CABINET PER MANUFACTURER SPECIFICATIONS (N) ELECTRICAL CONDUIT ROUTE FROM (N) GENERATOR AT GRADE TO (N) ILC CABINET RECEIVED CITY OF Tfactaboi JUL P � win� PERMIT ' � a veriZnwire/ess Cascadia PM 3322 SOUTH BAY ROAD NE OLYMPIA, WA 98506 PH: 360.438.8002 VECTOR I CPM PROJECT NO.: 5406 PRELIMINARY N0. DATE D/C DESCRIPTION 0 07-21-14 TT/GS 90% CD REVIEW SUBMITTAL NO. DATE D/C DESCRIPTION 0 07-30-14 TT/GS BP SUBMITTAL SCALE: 3/16" = 1'-0" (11X17) 0' 5' 10' SITE NAME INTERRUB TAX ID NO.: 3365901881 SITE ADDRESS 14240 INTERURBAN AVE. S ENLARGED ELECT. TUKWILA, WA 98168 SHEET TITLE SITE PLAN SHEET NO. E-1.0 2 ENLARGED ELECTRICAL SITE PLAN SCALE: 3/8" = 1'-0" (22X34) 1 NOTE: PROVIDE A #2 COPPER GROUND RING ATTACHED TO THE UNDERSIDE OF THE METAL PLATFORM. LOCATION SHOWN ON DRAWINGS IS SCHEMATIC ONLY. GROUND NEW VERIZON WIRELESS EQUIPMENT TO GROUND RING. ATTACH TO PLATFORM WITH METAL GROUNDING CONNECTORS. CONNECT TO GROUND BARS 'A' AND '13' TWO PLACES EACH. BOND ALL INTEGRATED GROUND METAL ELEMENTS TO GROUND RING W/ #6 AWG (LEAD 21C, TYP) MASTER GROUND BAR B' n II ss111111el:\=111111•11111tJt 11111111111111.t•1MMat e tllilaZ;'.'1 19111111111111111111111111 EQUIPMENT GROUNDING PLAN II 11311111111111111111611111.1 II II--sI.IIIII II IIII111.111.I.III11 �IIUI I NOTES: 1. ALL CONNECTIONS TO GROUNDING RING ARE OMNI DIRECTIONAL. 2. CONTRACTOR IS RESPONSIBLE TO ENSURE COMPLIANCE WITH THE LATEST VERIZON WIRELESS STANDARDS. 3. CONTRACTOR TO VERIFY SERVICE GROUND FOR (N) VERIZON WIRELESS POWER SOURCE MEETS NEC AND LOCAL CODES. i I1 GROUND LEAD FROM GROUND RING TO EACH EQUIP. CABINET PER MNFR. SPECIFICATIONS (TYP) '��t•RV�INr _= #2 AWG SBTC GROUND LEAD TO UTILITY H-FRAME UNISTRUT (TYP); GROUND ALL H-FRAME CABINETS PER MNFR. SPECIFICATIONS —'1 — INSTALL #2 AWG SBTC PERIMETER GROUND RING PER VERIZON WIRELESS SPECIFICATIONS TO UNDERSIDE OF PLATFORM; ATTACH TO GROUND BARS 'A' AND 'B' TWO PLACES EACH MASTER GROUND BAR A' (2) #2 AWG SBTC GROUND LEADS TO BUILDING STEEL FOR COMMON GROUND (TYP AT 2 LOCATIONS) SCALE: 3/16" = 1'-0" (11X17) SCALE: 3/8" = 1'-0" (22X34) 0' RECEIVED CITY OF TUKWILA JUL. 3 1 2014 PERMIT CENTER 5' 10' m ® GROUND TEST WELL Qi GROUND ROD • MECHANICAL CONNECTION (DOUBLE HOLE LUG) • CAD WELD CONNECTION • CONNECT PER MANUFACTURER SPECIFICATIONS GROUND BAR _L EARTH GROUND I• NOTES: 1. ALL ABOVE GRADE GROUND LEADS TO BE SHEATHED IN CARFLEX-X-FLEX TM FLEXIBLE CONDUIT OR EQUIV. 2. DEPICTION OF GROUNDING ROUTING IS FOR CONCEPTUAL PURPOSES ONLY. CONTRACTOR TO DETERMINE PER EXISTING SITE CONDITIONS. GROUNDING LEGEND 1. GROUNDING SHALL COMPLY WITH LATEST EDITION OF THE NATIONAL ELECTRICAL CODE. 2. ALL GROUNDING SHALL CONFORM TO THE CURRENT VERIZON WIRELESS STANDARDS. 3. MINIMUM BENDING RADIUS FOR GROUND CONDUCTOR IS 8", WHEN BENDING IS NECESSARY. GROUND CONDUCTORS ARE TO BE AS STRAIGHT AS POSSIBLE. 4. NO SPLICES PERMITTED IN GROUND CONDUCTORS. 5. ALL GROUNDING CONNECTORS TO BE CLEAN AND FREE OF PAINT AT THEIR MATING SURFACES AND INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. USE PENETROX OR EQUIVALENT ANTIOXIDANT GREASE. 6. ALL GROUND BAR CONNECTIONS ARE TO BE 2 HOLE LUG COMPRESSION TYPE. STACKED CONNECTIONS ARE NOT ACCEPTABLE. BACK TO BACK CONNECTIONS ON OPPOSITE SIDES OF THE GROUND BAR WILL BE PERMITTED. 7. ENSURE ALL MECHANICAL CONNECTORS ARE TORQUED TO THE MANUFACTURER'S SPECIFIED VALUES. 8. MULTIPLE BONDS ON GROUND RODS TO BE SEPARATED BY AT LEAST 6". 9. MAXIMUM RESISTANCE OF THE COMPLETED GROUND SYSTEM SHALL NOT EXCEED A RESISTANCE OF 5 OHMS TO EARTH. 10. GROUND WIRES SHALL NOT BE INSTALLED THROUGH HOLES IN ANY METAL OBJECTS OR SUPPORTS TO PRECLUDE ESTABLISHING A "CHOKE" POINT. 11. FERROUS METAL CLIPS WHICH COMPLETELY SURROUND THE GROUND WIRE SHALL NOT BE USED. METAL CLIPS THAT DO NOT COMPLETELY SURROUND THE GROUND WIRE OR PLASTIC CLIPS ARE ACCEPTABLE. 12. GROUND BARS SHALL NOT BE FIELD MODIFIED. 13. ALL HORIZONTAL FENCE SECTIONS TO BE GROUNDED WITH 8" SINGLE BARREL GROUND STRAPS. 14. GROUND RING BURIAL DEPTH SHALL BE 24" AND HAVE A NON -DIRECTIONAL SPLICE. 15. A CERTIFIED CONTRACTOR WILL MAKE ALL MEASUREMENTS REQUIRED TO TEST THE GROUNDING SYSTEM, USING A MEGGER OR EQUIVALENT. THE ACCEPTABLE RESISTANCE MEASURED FOR THE GROUNDING SYSTEM WILL NOT EXCEED 5 OHMS RESISTANCE. THREE DISTANCES SHALL BE USED: 1 AT 100 FEET, 1 AT 70 FEET, AND 1 AT 35 FEET. THESE DISTANCES ARE SUBJECT TO A SITE BY SITE BASIS. VERIZON WIRELESS SHALL BE GIVEN 24 HOURS NOTICE BEFORE TESTING IS TO BE DONE. THE COST ASSOCIATED WITH GROUND TESTING WILL BE AT THE EXPENSE OF THE CONTRACTOR. 16. PROVIDE #2 TW GREEN JUMPER FROM EACH WAVEGUIDE BRIDGE POST TO WAVEGUIDE BRIDGE CHANNEL. 17. ALL OUTDOOR CONNECTIONS TO BE EXOTHERMIC CADWELD, INTERIOR CONNECTIONS CAN BE A P . RLY APPLIED CRIMP TYPE UNLESS OTHER SE MD GENERAL GROUNDII` veri Qpwireless Cascadia PM 3322 SOUTH BAY ROAD NE OLYMPIA, WA 98506 PH: 360.438.8002 VECTOR I CPM PROJECT NO.: 5406 PRELIMINARY NO. DATE D/C DESCRIPTION 0 07-21-14 TT/GS 90%CD REVIEW SUBMITTAL NO. DATE D/C DESCRIPTION 0 07-30-14 TT/GS BP SUBMITTAL SITE NAME INTERRUB TAX ID NO.: 3365901881 SITE ADDRESS 14240 INTERURBAN AVE. S TUKWILA, WA 98168 SHEET TITLE EQUIPMENT GROUNDING PLAN SHEET NO. E-2.0 EXISTING SERVICE TRANSFORMER 25KVA 120/240V 1$ SEE NOTE 2 NOTES: SERVICE H-FRAME EXISTING MULTI GANG METER PACK SEE NOTE 3 APPROX. 1' 0 0 200A 2P 1. ALL ELECTRICAL WORK TO COMPLY WITH CURRENT NEC 2. ALL WIRING TO BE COPPER CONDUCTORS. 3. SERVICE TRANSFORMER: 25kVA 120/240V 1PHASE 4. METER BASE LABELED VERIZON WIRELESS. 5. BASED ON A 25 KVA 240V 1-PHASE TRANSFORMER WITH A IMPEDANCE OF 1.5%, THE AVAILABLE FAULT CURRENT AT THE METER/SERVICE DISCONNECT IS LESS THAN 6.94 KA. 6. GENERATOR NOT A SEPARATELY DERIVED SOURCE, THE GENERATOR NEUTRAL IS NOT TO BE GROUNDED OR SWITCHED AT THE TRANSFER SWITCH. 7. SERVICE GROUNDING ELECTRODE CONDUCTOR SIZE TO COMPLY WITH NEC 250.66. 8. NEUTRAL TO BE BONDED TO THE TO THE SYSTEM GROUND AT THE VERIZON WIRELESS SERVICE ONLY. 9. GENERATOR IS STANDBY PER NEC SECTION 702. 10. A SIGN SHALL BE AFFIXED AT THE SERVICE DISCONNECT STATING "30kW GENERATOR LOCATED NEXT TO EQUIPMENT' PER NEC 702.8.A. 11. A SECOND SIGN SHALL ALSO BE AFFIXED AT THE SERVICE DISCONNECT STATING "WARNING SHOCK HAZARD EXISTS IF GROUNDING ELECTRODE CONDUCTER OR BONDING JUMPER CONNECTION IN THIS EQUIPMENT IF REMOVED WHILE ALTERNATE SOURCE(S) IS ENERGIZED PER 702.(B). GENERATOR NEW 30kW 120/240V 14> G 0 0 200A 2P TRANSFER SWITCH 240V 200A 2P, S/N INTEGRATED LOAD CENTER (ILC) NEW AUTOMATIC NEW DISTRIBUTION PANEL "A" 120/240V 200A 30 POSITION (3) #4/0 AWG XHHW (1) #6 AWG XHHW GREEN GROUND 2"0LFMC NEW LOADS SEE PANEL SCHEDULE RE:4/E-3.0 COORDINATE TRENCH WIDTH W/# OF CONDUITS ' OR PER LOCAL S al ELECTRICAL CONDUIT BELOW GRADE (VERIFY EXACT SIZE & # OF CONDUITS) ESTORE SURFACE TO ORIGINAL CONDITION 6" WIDE UTILITY WARNING TAPE (12" BELOW GRADE) UNDISTURBED SOIL COMPACTED BACKFILL 95% STANDARD PROCTOR, WITHIN 2% OF OPTIMUM MOISTURE CONTENT BACKFILL (CLEAN GRANULAR FILL SAND) FIBER CONDUIT BELOW GRADE (VERIFY EXACT SIZE & # OF CONDUITS) 1. INSTALL ALL UNDERGROUND UTILITIES PER LOCAL UTILITY REQUIREMENTS. 2. LOCATE ALL UNDERGROUND UTILITIES PRIOR TO TRENCHING / EXCAVATION. 3. COORDINATE SIZE AND TYPE WITH LOCAL UTILITY COMPANIES REQUIREMENTS. 4. REFER TO ELECT PLAN FOR EXACT SIZE AND LOCATION. 5. COMPACT BACKFILL TO 95% PROCTOR DENSITY AT ALL DRIVEWAY OR HARD SURFACED AREAS. COMPACT TO 90% PROCTOR DENSITY ALL OTHER AREAS UNLESS NOTED OTHERWISE, REFER TO GEOTECHNICAL REPORT. 1 ONE -LINE DIAGRAM SCALE: NTS (11X17) SCALE: NTS (22X34) 2 TYP TRENCH DETAIL, AS REQUIRED SCALE: NTS (11X17) SCALE: NTS (22X34) cc Oa UJ CO a�- CC I- w Qz I-Q zU 0 h z _z zz z 00 0- 8'-6" (VERIFY) 39"H X 20"W X 20"D SAFETY CABINET I 0 59"H X 24" W X 20"D FIBER CABINET 200 AMP INTERSECT PTLC MDL# AA300R-1 -458-2-6M-3R INTERMATIC METAL BUBBLE COVER W/ 60 MINUTE TIMER & GFI (IF REQ'D) )47-P1000 UNI-STRUT ATTACHED TO (N) 4x4 T.S. COLUMNS L J LJ fflIgliglg glfggig u L LJ I /—(N) 4x4 T.S. COLUMNS; REFER TOPLAN FOR COLUMN SPACING AND LOCATION TOP OF PLATFORM 3 VERIZON WIRELESS UTILITY H-FRAME SCALE: NTS (11X17) 4 PANEL A FURNISHED, INSTALLED 3 AND WIRE, S/N, CONNECTED INSIDE 200 AMP ILC BUS CABINET. 200 AMP MAIN CB 120/240 VOLTS, 1 PHASE, 65,000 A.I.C. RATING (MINIMUM), DESCRIPTION WIRE BKR POLE CKT VA 4 VA CKT POLE BKR WIRE DESCRIPTION BTS #1 4 80 2 1 7860 A 600 2 1 15 12 EXTERIOR WORK LIGHT 2P BRANCH 4 - - 3 B 180 4 1 15 12 EXTERIOR CONV RCPT. BTS - FUTURE 4 80 2 5 7860 A 600 6 1 20 12 GEN BATT CHARGER 2P BRANCH 4 - - 7 B 180 8 1 20 12 SPARE AT GENERATOR (SPARE) 9 A 1000 10 1 20 12 BLOCK HEATER (SPARE) 11 B 180 12 1 20 12 INTERNAL GFCI RECEPT (SPARE) 13 A 1000 14 1 20 12 FUEL HEATER (SPARE) 15 B 16 (SPARE) (SPARE) 17 A 18 (SPARE) (SPARE) 19 B 20 (SPARE) (SPARE) 21 A 22 (SPARE) (SPARE) 23 B 24 (SPARE) (SPARE) 25 A 26 (SPARE) (SPARE) 27 B 28 (SPARE) (SPARE) 29 A 30 (SPARE) PANEL LOAD CALCULATIONS LIGHTING 600 RECEPTACLES RECTIFIERS OTHER LOADS 540 15720 2600 PANEL SCHEDULE VOLTAMPS X 1.00 = VOLTAMPS X 1.00 = VOLTAMPS X 1.00 = VOLTAMPS X 1.00 = 600 VA 540 VA 15720 VA 2600 VA TOTAL DEMAND 19460 VA 81.08 AMPS, 10, 240V thTS (11X17) PANEL NOTES: ALL RECTIFIERS AND TVSS ARE FACTORY WIRED. CONTRACTOR IS RESPONSIBLE FOR FIELD WIRING FOR EXTERNAL CONNECTIONS. THE 200 AMP SERVICE IS ADEQUATE FOR THIS LOAD. A� ▪ (22X34) veriZQpwireless Cascadia PM 3322 SOUTH BAY ROAD NE OLYMPIA, WA 98506 PH: 360.438.8002 VECTOR e n e i n e c ov e RECEIVED CITY OF TUKWILA JUL.3 1 2014 PERMIT CENTER CPM PROJECT NO.: 5406 PRELIMINARY NO. DATE D/C DESCRIPTION 0 07-21-14 TT/GS 90% CD REVIEW SUBMITTAL NO. DATE D/C DESCRIPTION 0 07-30-14 TT/GS BP SUBMITTAL SITE NAME INTERRUB TAX ID NO.: 3365901881 SITE ADDRESS 14240 INTERURBAN AVE. S TUKWILA, WA98168 SHEET TITLE ELECTRICAL DETAILS SHEET NO. E-3.0 SCALE: NTS (22X34) A MECHANICAL CONNECTION (DOUBLE HOLE LUG) ■ CAD WELD CONNECTION • CONNECT PER MANUFACTURER SPECIFICATIONS ,.I GROUND BAR , ALL GROUNDING SHALL BE IN ACCORDANCE TO THE LATEST REVISION OF ,VERIZON WIRELESS DOCUMENT:"METHODS AND PROCEDURES FOR VERIZON BASE STATIONS, VERIZON CONSTRUCTION INSTALLATION GUIDE - WIMAX". #2 AWG GROUND LEAD TO ANTENNAS, RRH'S, SURGE SUPPRESSORS,TMA'S, TYPICAL GROUND BAR MOUNTED NEAR ANTENNAS AT TOP OF STRUCTURE #2 AWG (GREEN) INSULATED COPPER _GROUND LEAD FROM GROUND BAR TO GROUND BAR AT BASE OF STRUCTURE GROUND BAR MOUNTED AT BOTTOM OF SUPPORTING STRUCTURE FOR COAX GROUND KITS GROUND BAR MOUNTED ON ICE BRIDGE FOR WG KIT AT JUMPER TRANSITION EQUIPMENT/COMPOUND GROUND RING` PROVIDE MIN OF (1) GROUND BAR FOR - EQUIPMENT CABINET GROUNDING 'NOTE: SEE DETAIL #3 THIS SHEET FOR GROUND BAR DETAILS. ANTENNA -GROUNDING 'SCALE: NTS (11X17) 'SCALE: NTS (22X34) NOT USED 'SCALE:NTS (11X17) SCALE: NTS (22X34) ' 3 O 0 0 • 7/16" 0 0 crk 0 0 0 k'0 0. 0 3/4" 0 0 0 0 0 O. 0 0 0 1. TINNED COPPER GROUND BUSBAR, TESSCO 1/4" X 4" X 20" OR APPROVED EQUAL. HOLE CENTERS TO MATCH NEMA DOUBLE LUG CONFIGURATION. 2. INSULATORS, MEET REQUIREMENTS OF UL 94 VO,FOR;: SELF -EXTINGUISHING MATERIALS. 3. 5/8" LOCKWASHERS. 4.. WALL MOUNTING BRACKET. •5. "'5/8-11 X 1" HHCS BOLTS. GROUND BAR DETAIL SCALE: NTS (11X17) SCALE: NTS(22X34)y` z. )*"--1 WI0 ©,1, 0 V MAIN CONDUCTOR, COPPER CABLE 0 5/8',X 10' COPPER CLAD STEEL GROUND ROD • 30 CADWELD TYPE "NC" ® CADWELD TYPE "GT 4 ,. TYPICAL CADWELD GROUNDING CONNECTIONS II;, Ii TYPE GT ,'F TYPE W TYPE VN �H1: TYPE VB TYPE TA T.YPEPT'.- `-. C-, TYPE NC -_ TYPE GL-: TYPE •,• TYPE SS TYPE GY TYPE GR GROUND RING & CADWELD CONN. ' `SCALE: NTS (11X17) SCALE: NTS (22X34) 5 S/S NUT 1 MIN. 1/8" MIN. 1/-HEAT SHRINK (CLEAR) L LABEL D0 0T, ISCONNECT REFER TO. NOTE ON MGB TINNED COPPER GROUND BAR S/S LOCK WASHER S/S BOLT (1 OR 2) NOTES: 1. ALL HARDWARE 18/8 STAINLESS STEEL INCLUDING LOCK WASHER. COAT ALL SURFACES WITH KOPR-SHIELD BEFORE MATCHING. 2. FOR GROUND BOND TO,STEEL ONLY:1NSERT A DRAGON TOOTH WASHER BETWEEN LUG AND STEEL. COAT ALL SURFACES WITH KOPR SHIELD 3. PROVIDE 'DO NOT DISCONNECT TAG." TYPICAL_ LUG DETAIL • SCALE: NTS (11X17) I'' SCALE: NTS (22)64) #6 AWG FROM ANTENNA CABLE GROUND KIT (REFER TO RF SYSTEM SCHEDULE FOR CABLE QUANTITIES RECEIVED CITY OF TUKWILA JUL 3 1 2014. PERMIT CENTER 'DUAL CADWELDS,'TO BE USED WITH #4AWG BCW TO GROUND RING OR POINT OF GROUND SILICONE SEAL ATTOP 1 PVC SEALTITE *, NOTE: CONTRACTOR TO CONFORM TO THE LATEST • VERIZON WIRELESS."PANI" STANDARDS. 6.3 SEPAD PERMT AN ppPROVM RE ' utRED GROUND'�BAR TO GROUND WIRESCALE:NTSc„X17>. ,:F SCALE: NTS (22X34) Yerizon wireless 3322 SOUTH BAY ROAD NE OLYMPIA, WA 98506 PH: 360.438.8002 VECTOR e n ■.I'n e c R e I CPM PROJECT NO.: 5406. PRELIMINARY"' r ` NO. .,'DATE D/C - DESCRIPTION 01 07-21-14 TT/GS "90% CD REVIEW ` SUBMITTAL -., NO. DATE ' D/C -DESCRIPTION 0 07-30-14 TT/GS BP SUBMITTAL SITE ADDRESS .14240,INTERURBAN AVE. S TUKWILA, WA 98168 SHEET TITLE GROUNDING DETAILS GENERAL CONSTRUCTION NOTES 1. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE LOCAL BUILDING CODE, THE LATEST EDITION AND ALL OTHER APPLICABLE CODES AND ORDINANCES. 2. CONTRACTOR SHALL CONSTRUCT SITE IN ACCORDANCE WITH THESE DRAWINGS AND VERIZON WIRELESS INTEGRATED CONSTRUCTION STANDARDS FOR WIRELESS SITES (LATEST REVISION). THE SPECIFICATION IS THE RULING DOCUMENT AND ANY DISCREPANCIES BETWEEN THE SPECIFICATION AND THESE DRAWINGS SHOULD BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO PROCEEDING WITH CONSTRUCTION. 3. CONTRACTOR SHALL VISIT THE JOB SITE AND SHALL FAMILIARIZE HIMSELF WITH ALL CONDITIONS AFFECTING THE PROPOSED WORK AND SHALL MAKE PROVISIONS AS TO THE COST THEREOF. FIELD CONDITIONS AND DIMENSIONS AND CONFIRMING THAT THE WORK MAY BE ACCOMPLISHED AS SHOWN PRIOR TO PROCEEDING WITH CONSTRUCTION. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK. NO COMPENSATION WILL BE AWARDED BASED ON CLAIM OF LACK OF KNOWLEDGE OF FIELD CONDITIONS. 4. PLANS ARE NOT TO BE SCALED. THESE PLANS ARE INTENDED TO BE A DIAGRAMMATIC OUTLINE ONLY UNLESS OTHERWISE NOTED. THE WORK SHALL INCLUDE FURNISHING MATERIALS, EQUIPMENT AND APPURTENANCES, AND LABOR NECESSARY TO EFFECT ALL INSTALLATIONS AS INDICATED ON THE DRAWINGS. 5. DIMENSIONS SHOWN ARE TO FINISH SURFACES UNLESS OTHERWISE NOTED. SPACING BETWEEN EQUIPMENT IS REQUIRED CLEARANCE. THEREFORE, IT IS CRITICAL TO FIELD VERIFY DIMENSIONS, SHOULD THERE BE ANY QUESTIONS REGARDING THE CONTRACT DOCUMENTS, EXISTING CONDITIONS AND/OR DESIGN INTENT, THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING THE WORK. 6. DETAILS ARE INTENDED TO SHOW DESIGN INTENT. MODIFICATIONS MAY BE REQUIRED TO SUIT JOB DIMENSIONS OR CONDITIONS, AND SUCH MODIFICATIONS SHALL BE INCLUDED AS PART OF THE WORK. 7. CONTRACTOR SHALL RECEIVE CLARIFICATION IN WRITING, AND SHALL RECEIVE IN WRITING AUTHORIZATION TO PROCEED BEFORE STARTING WORK ON ANY ITEMS NOT CLEARLY DEFINED OR IDENTIFIED BY THE CONTRACT DOCUMENTS. 8. CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK USING THE BEST CONSTRUCTION SKILLS AND ATTENTION. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES AND FOR COORDINATING ALL PORTIONS OF THE WORK UNDER CONTRACT, UNLESS OTHERWISE NOTED. 9. CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY OF THE WORK AREA, ADJACENT AREAS AND BUILDING OCCUPANTS THAT ARE LIKELY TO BE AFFECTED BY THE WORK UNDER THIS CONTRACT. WORK SHALL CONFORM TO ALL OSHA REQUIREMENTS. 10. CONTRACTOR SHALL COORDINATE HIS WORK WITH THE SUPERINTENDENT OF BUILDINGS & GROUNDS AND SCHEDULE HIS ACTIVITIES AND WORKING HOURS IN ACCORDANCE WITH THE REQUIREMENTS. 11. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING HIS WORK WITH THE WORK OF OTHERS AS IT MAY RELATE TO RADIO EQUIPMENT, ANTENNAS AND ANY OTHER PORTIONS OF THE WORK. 12. INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS UNLESS SPECIFICALLY OTHERWISE INDICATED OR WHERE LOCAL CODES OR REGULATIONS TAKE PRECEDENCE. 13. MAKE NECESSARY PROVISIONS TO PROTECT EXISTING SURFACES, EQUIPMENT, IMPROVEMENTS, PIPING ETC. AND IMMEDIATELY REPAIR ANY DAMAGE THAT OCCURS DURING CONSTRUCTION. 14. IN DRILLING HOLES INTO CONCRETE WHETHER FOR FASTENING OR ANCHORING PURPOSES, OR PENETRATIONS THROUGH THE FLOOR FOR CONDUIT RUNS, PIPE RUNS, ETC., MUST BE CLEARLY UNDERSTOOD THAT REINFORCING STEEL SHALL NOT BE DRILLED INTO, CUT OR DAMAGED UNDER ANY CIRCUMSTANCES (UNLESS NOTED OTHERWISE). LOCATIONS OF REINFORCING STEEL ARE NOT DEFINITELY KNOWN AND THEREFORE MUST BE SEARCHED FOR BY APPROPRIATE METHODS AND EQU IPMENT. 15. REPAIR ALL EXISTING WALL SURFACES DAMAGED DURING CONSTRUCTION SUCH THAT THEY MATCH AND BLEND IN WITH ADJACENT SURFACES. 16. SEAL PENETRATIONS THROUGH FIRE RATED AREAS WITH U.L. LISTED AND FIRE CODE APPROVED MATERIALS. 17. KEEP CONTRACT AREA CLEAN, HAZARD FREE, AND DISPOSE OF ALL DIRT, DEBRIS, AND RUBBISH. EQUIPMENT NOT SPECIFIED AS REMAINING ON THE PROPERTY OF THE OWNER SHALL BE REMOVED. LEAVE PREMISES IN CLEAN CONDITION AND FREE FROM PAINT SPOTS, DUST, OR SMUDGES OF ANY NATURE. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ALL ITEMS UNTIL COMPLETION OF CONSTRUCTION. 18. MINIMUM BEND RADIUS OF ANTENNA CABLES SHALL BE IN ACCORDANCE WITH CABLE MANUFACTURERS RECOMMENDATIONS. 19. ALL EXISTING INACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER UTILITIES, WHICH INTERFERE WITH THE EXECUTION OF THE WORK, SHALL BE REMOVED AND/OR CAPPED, PLUGGED OR OTHERWISE DISCONTINUED AT POINTS WHICH WILL NOT INTERFERE WITH THE EXECUTION OF THE WORK, SUBJECT TO THE APPROVAL OF THE ENGINEER. 20. CONTRACTOR SHALL MINIMIZE DISTURBANCE TO EXISTING SITE DURING CONSTRUCTION. EROSION CONTROL MEASURES, IF REQUIRED DURING CONSTRUCTION SHALL BE IN CONFORMANCE WITH JURISDICTIONAL OR STATE AND LOCAL GUIDELINES FOR EROSION AND SEDIMENT CONTROL AND COORDINATED WITH LOCAL REGULATORY AUTHORITIES. 21. LIGHT SHADED LINES AND NOTES REPRESENT WORK PREVIOUSLY DONE. DARK SHADED LINES AND NOTES REPRESENT THE SCOPE OF WORK FOR THIS PROJECT. CONTRACTOR SHALL VERIFY IF EXISTING CONSTRUCTION IS COMPLETE. CONTRACTOR SHALL NOTIFY ENGINEER OF ANY EXISTING CONDITIONS THAT DEVIATE FROM THE DRAWINGS PRIOR TO BEGINNING CONSTRUCTION. 22. CONTRACTOR SHALL SECURE ALL NECESSARY PERMITS AND/OR WIRING CERTIFICATES REQUIRED FOR THE ELECTRICAL SERVICE UPGRADE. IN ADDITION, CONTRACTOR SHALL PROVIDE ALL NECESSARY COORDINATION AND SCHEDULING WITH THE SERVING ELECTRICAL UTILITY AND LOCAL INSPECTION AUTHORITIES. ELECTRICAL NOTES 1. ELECTRICAL CONTRACTOR SHALL SUPPLY AND INSTALL ANY/ALL ELECTRICAL WORK INDICATED. ANY/ALL CONSTRUCTION SHALL BE IN ACCORDANCE W/DRAWINGS AND ANY/ALL APPLICABLE SPECIFICATIONS. IF ANY PROBLEMS ARE ENCOUNTERED BY COMPLYING WITH THESE REQUIREMENTS, CONTRACTOR SHALL NOTIFY 'CONSTRUCTION MANAGER' AS SOON AS POSSIBLE, AFTER THE DISCOVERY OF THE PROBLEMS, AND SHALL NOT PROCEED WITH THAT PORTION OF WORK, UNTIL THE 'CONSTRUCTION MANAGER' HAS DIRECTED THE CORRECTIVE ACTIONS TO BE TAKEN. 2. ELECTRICAL CONTRACTOR SHALL VISIT THE JOB SITE AND FAMILIARIZE HIMSELF WITH ANY/ALL CONDITIONS AFFECTING ELECTRICAL AND COMMUNICATION INSTALLATION AND MAKE PROVISIONS AS TO THE COST THEREOF. ALL EXISTING CONDITIONS OF ELECTRICAL EQUIP., LIGHT FIXTURES, ETC., THAT ARE PART OF THE FINAL SYSTEM, SHALL BE VERIFIED BY THE CONTRACTOR, PRIOR TO THE SUBMITTAL OF HIS BID. FAILURE TO COMPLY WITH THIS PARAGRAPH WILL IN NO WAY RELIEVE CONTRACTOR OF PERFORMING ALL WORK NECESSARY FOR A COMPLETE AND WORKING SYSTEM. 3. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST EDITION OF THE NEC AND ALL CODES AND LOCAL ORDINANCES OF THE LOCAL POWER & TELEPHONE COMPANIES HAVING JURISDICTION AND SHALL INCLUDED BUT NOT BE LIMITED TO: A. UL - UNDERWRITERS LABORATORIES B. NEC - NATIONAL ELECTRICAL CODE C. NEMA - NATIONAL ELECTRICAL MANUFACTURERS ASSOC. D. OSHA - OCCUPATIONAL SAFETY AND HEALTH ACT E. IBC - INTERNATIONAL BUILDING CODE F. NFPA - NATIONAL FIRE CODES 4. DO NOT SCALE ELECTRICAL DRAWINGS, REFER TO SITE PLANS AND ELEVATIONS FOR EXACT LOCATIONS OF ALL EQUIPMENT, AND CONFIRM WITH 'CONSTRUCTION MANAGER' ANY SIZES AND LOCATIONS WHEN NEEDED. 5. EXISTING SERVICES: CONTRACTOR SHALL NOT INTERRUPT EXISTING SERVICES WITHOUT WRITTEN PERMISSION OF ALCATEL-LUCENT. 6. CONTRACTOR SHALL PAY FOR ANY/ALL PERMITS, FEES, INSPECTIONS AND TESTING. CONTRACTOR IS TO OBTAIN PERMITS AND APPROVED SUBMITTALS PRIOR TO THE WORK BEGINNING OR ORDERING EQUIPMENT. 7. THE TERM "PROVIDE" USED IN CONSTRUCTION DOCUMENTS AND SPECIFICATIONS, INDICATES THAT THE CONTRACTOR SHALL FURNISH AND INSTALL. 8. CONTRACTOR SHALL CONFIRM WITH LOCAL UTILITY COMPANY ANY/ALL REQUIREMENTS SUCH AS THE: LUG SIZE RESTRICTIONS, CONDUIT ENTRY, SIZE OF TRANSFORMERS, SCHEDULED DOWNTIME FOR THE OWNERS' CONFIRMATION, ETC. ANY/ALL CONFLICTS SHALL BE BROUGHT TO THE ATTENTION OF THE CONSTRUCTION MANAGER, PRIOR TO BEGINNING ANY WORK. 9. MINIMUM WIRE SIZE SHALL BE #12 AWG, NOT INCLUDING CONTROL WIRING, UNLESS NOTED OTHERWISE. ALL CONDUCTORS SHALL BE COPPER WITH THWN INSULATION. 10. OUTLET BOXES SHALL BE PRESSED STEEL IN DRY LOCATIONS, CAST ALLOY WITH THREADED HUBS IN WET/DAMP LOCATIONS AND SPECIAL ENCLOSURES FOR OTHER CLASSIFIED AREAS. 11.IT IS NOT THE INTENT OF THESE PLANS TO SHOW EVERY MINOR DETAIL OF THE CONSTRUCTION. CONTRACTOR IS EXPECTED TO FURNISH AND INSTALL ALL ITEMS FOR A COMPLETE ELECTRICAL SYSTEM AND PROVIDE ALL REQUIREMENTS FOR THE EQUIPMENT TO BE PLACED IN PROPER WORKING ORDER. 12.ELECTRICAL SYSTEM SHALL BE AS COMPLETELY AND EFFECTIVELY GROUNDED, AS REQUIRED BY SPECIFICATION, SET FORTH BY VERIZON WIRELESS. 13. ALL WORK SHALL BE PERFORMED BY A LICENSED ELECTRICAL CONTRACTOR IN A FIRST CLASS, WORKMANLIKE MANNER. THE COMPLETED SYSTEM SHALL BE FULL OPERATIVE AND SUBJECT TO REGULATORY INSPECTION AND APPROVAL BY CONSTRUCTION MANAGER. 14. ALL WORK SHALL BE COORDINATED WITH OTHER TRADES TO AVOID INTERFERENCE WITH THE PROGRESS OF CONSTRUCTION. 15. CONTRACTOR SHALL GUARANTEE ANY/ALL MATERIALS AND WORK FREE FROM DEFECTS OR A PERIOD OF NOT LESS THAN TWO YEAR FROM DATE OF CUSTOMER'S ACCEPTANCE. 16. THE CORRECTION OF ANY DEFECTS SHALL BE COMPLETED WITHOUT ANY ADDITIONAL CHARGE WITHIN 48 HOURS AND SHALL INCLUDE THE REPLACEMENT OF THE REPAIR OF ANY OTHER PHASE OF THE INSTALLATION, WHICH MAY HAVE BEEN DAMAGED THEREIN. 17. ADEQUATE AND REQUIRED LIABILITY INSURANCE SHALL BE PROVIDED FOR PROTECTION AGAINST PUBLIC LOSS AND ANY/ALL PROPERTY DAMAGE FOR THE DURATION OF WORK. 18.PROVIDE AND INSTALL CONDUIT, CONDUCTORS, PULL WIRES, BOXES, COVER PLATES AND DEVICES FOR ALL OUTLETS AS INDICATED. 19. DITCHING AND BACK FILL: CONTRACTOR SHALL PROVIDE FOR ALL UNDERGROUND INSTALLED CONDUIT AND/OR CABLES INCLUDING EXCAVATION AND BACKFILLING AND COMPACTION. REFER TO NOTES AND REQUIREMENTS, EXCAVATION, AND BACKFILLING. 20.MATERIALS, PRODUCTS AND EQUIPMENT, INCLUDING ALL COMPONENTS THEREOF, SHALL BE NEW AND SHALL APPEAR ON THE LIST OF U.L. APPROVED ITEMS AND SHALL MEET OR EXCEED THE REQUIREMENTS OF THE NEC, NEMA AND IEEE. 21.CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OR MANUFACTURES CATALOG INFORMATION OF ANY/ALL LIGHTING FIXTURES, SWITCHES AND ALL OTHER ELECTRICAL ITEMS FOR APPROVAL BY THE CONSTRUCTION MANAGER PRIOR TO INSTALLATION. 22.ANY CUTTING OR PATCHING DEEMED NECESSARY FOR ELECTRICAL WORK IS THE ELECTRICAL CONTRACTORS RESPONSIBILITY AND SHALL BE INCLUDED IN THE COST FOR WORK AND PERFORMED TO THE SATISFACTION OF THE 'CONSTRUCTION MANAGER' UPON FINAL ACCEPTANCE. 23.THE ELECTRICAL CONTRACTOR SHALL LABEL ALL PANELS WITH ONLY TYPEWRITTEN DIRECTORIES. ALL ELECTRICAL WIRING SHALL BE THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR. 24.DISCONNECT SWITCHES SHALL BE H.P. RATED HEAVY-DUTY, QUICK -MAKE AND QUICK -BREAK ENCLOSURES, AS REQUIRED BY EXPOSURE TYPE. 25.ALL CONNECTIONS SHALL BE MADE WITH A PROTECTIVE COATING OF AN ANTI -OXIDE COMPOUND SUCH AS "NO -OXIDE A" BY DEARBORNE CHEMICAL CO. COAT ALL WIRE SURFACES BEFORE CONNECTING. EXPOSED COPPER SURFACES, INCLUDING GROUND BARS, SHALL BE TREATED - NO SUBSTITUTIONS. 26.RACEWAYS: CONDUIT SHALL BE SCHEDULE 40 PVC MEETING OR EXCEEDING NEMA TC2 -1990. CONTRACTOR SHALL PLUG AND CAP EACH END OF SPARE AND EMPTY CONDUITS AND PROVIDE TWO SEPARATE PULL STRINGS - 200 LBS TEST POLYETHYLENE CORD. ALL CONDUIT BENDS SHALL BE A MINIMUM OF 2 FT. RADIUS. RGS CONDUITS WHEN SPECIFIED, SHALL MEET UL-6 FOR GALVANIZED STEEL. ALL FITTINGS SHALL BE SUITABLE FOR USE WITH THREADED RIGID CONDUIT. COAT ALL THREADS WITH'BRITE ZINC' OR 'GOLD CALV. 27.SUPPORT OF ALL ELECTRICAL WORK SHALL BE AS REQUIRED BY NEC. 28.CONDUCTORS: CONTRACTOR SHALL USE 98% CONDUCTIVITY COPPER WITH TYPE THWN INSULATION, 600 VOLT, COLOR CODED. USE SOLID CONDUCTORS FOR WIRE UP TO AND INCLUDING NO. 8 AWG. USE STRANDED CONDUCTORS FOR WIRE ABOVE NO. 8 AWG. 29.CONNECTORS FOR POWER CONDUCTORS: CONTRACTOR SHALL USE PRESSURE TYPE INSULATED TWIST -ON CONNECTORS FOR NO. 10 AWG AND SMALLER. USE SOLDERLESS MECHANICAL TERMINAL LUGS FOR NO. 8 AWG AND LARGER. 30.SERVICE: 240/120V, SINGLE PHASE, 3 WIRE CONNECTIONS AVAILABLE FROM UTILITY COMPANY. OWNER OR OWNERS AGENT WILL APPLY FOR POWER. 31.TELEPHONE SERVICE: CONTRACTOR SHALL PROVIDE EMPTY CONDUITS WITH MULE TAPE AS INDICATED ON DRAWINGS. 32.ELECTRICAL AND TELCO RACEWAYS TO BE BURIED A MINIMUM OF 2' DEPTH. 33.CONTRACTOR SHALL PLACE TWO LENGTHS OF WARNING TAPE AT A DEPTH OF 12" BELOW GROUND AND DIRECTLY ABOVE ELECTRICAL AND TELCO SERVICE CONDUITS. CAUTIONS TAPE TO READ "CAUTION BURIED ELECTRIC" OR "BURIED TELECOM". 34.ALL BOLTS SHALL BE STAINLESS STEEL. 35.ALL ELECTRICAL WORK SHALL BE DONE IN ACCORDANCE WITH CURRENT NATIONAL ELECTRICAL CODES AND ALL LOCAL AND STATE CODE, LAWS AND ORDINANCES. PROVIDE ALL COMPONENTS AND WIRING SIZES AS REQUIRED TO MEET NEC STANDARDS. 36.CONTRACTOR SHALL COORDINATE WITH LOCAL POWER COMPANY FOR REQUIREMENTS OF POWER SERVICE LINE TO THE METER BASE. POWER SERVICE REQUIREMENT IS COMMERCIAL. AC NOMINAL 120/208 VOLT OR 120/240 VOLT, SINGLE PHASE WITH 200 AMP RATING WHEN REQUIRED. 37. CONTRACTOR SHALL COORDINATE WITH LOCAL TELEPHONE COMPANY FOR SERVICE LINE REQUIREMENTS TO TERMINATE AT THE PPC CABINET. 38.CONTRACTOR SHALL FURNISH AND INSTALL ELECTRIC METER BASE AND 200A DISCONNECT SWITCH PER SITE PLAN DETAIL DRAWINGS AND PER LOCAL UTILITY COMPANY SPECIFICATIONS. THE METER BASE SHOULD BE LOCATED IN A MANNER WHERE ACCESSIBLE BY THE LOCAL POWER COMPANY. 39.LOCAL POWER COMPANY SHALL PROVIDE 200 AMP ELECTRIC METER. CONTRACTOR SHALL COORDINATE INSTALLATION OF METER WITH LOCAL POWER COMPANY. 40.UNDERGROUND POWER AND TELCO SERVICE LINES SHALL BE ROUTED IN A COMMON TRENCH. ALL UNDERGROUND CONDUIT SHALL BE PVC SCHEDULE 40 AND CONDUIT EXPOSED ABOVE GROUND SHALL BE GALVANIZED RIGID STEEL TUBING UNLESS OTHERWISE INDICATED. 41.ALL TELCO CONDUIT LINES SHALL BE 4" SCH. 40 PVC CONDUIT UNLESS OTHERWISE INDICATED. THE TELCO CONDUIT FROM THE PPC SHALL BE ROUTED AND TERMINATED AT DESIGNATED TELCO DEMARCATION OR 2-FEET OUTSIDE FENCED AREA, NEAR UTILITY POLE (IN FENCED AREA), OR END CAP OFF AND PROVIDE MARKER STAKE PAINTED BRIGHT ORANGE WITH DESIGNATION FOR TELCO SERVICE. 42.CONDUITS INSTALLED AT PCS EQUIPMENT ENDS PRIOR TO THE EQUIPMENT INSTALLATION SHALL BE STUBBED AND CAPPED AT 6" ABOVE GRADE OR PLATFORM. IF SERVICE LINES CAN'T BE INSTALLED INITIALLY, PROVIDE NYLON PULL CORD IN CONDUITS. 43.THE VERIZON WIRELESS CABINET, INCLUDING 200 AMP LOAD PANEL AND TELCO PANEL, SHALL BE PROVIDED BY OWNER AND INSTALLED BY THE CONTRACTOR. CONTRACTOR IS TO INSTALL BREAKER(S) NOT PROVIDED BY MANUFACTURER. SEE PANEL SCHEDULE ON THIS SHEET FOR BREAKER REQUIREMENTS. REVIEWED FOR CODE COMPLIANCE APPROVED AUG 2 8 2014 RECEIVED CITY OF TUKWILA JUL. 3 1 2014 PERMIT CENTER verionwireiess Cascadia PM 3322 SOUTH BAY ROAD NE OLYMPIA, WA 98506 PH: 360.438.8002 VECTOR LM PROJECT NO.: 5406 1 0. DATE D/C DESCRIPTION rPRELIMINARY 0 07-21-14 TT/GS 90% CD REVIEW INC.UBMITTAL 0 DATE D/C DESCRIPTION 0 07-30-14 TT/GS BP SUBMITTAL SITE NAME INTERRUB TAX ID NO.: 3365901881 SITE ADDRESS 14240 INTERURBAN AVE. S TUKWILA, WA 98168 SHEET TITLE GENERAL NOTES SHEET NO. GN-1 City Ot 1 ukwila BUILDING DIVISION a 44.LOCATION OF ELECTRIC METER AND DISCONNECT SWITCH TO BE PROVIDED BY GENERAL CONTRACTOR. 45.CONTRACTOR SHALL INSPECT THE EXISTING CONDITIONS PRIOR TO SUBMITTING BID. ANY QUESTIONS ARISING DURING THE BID PERIOD IN REGARDS TO THE CONTRACTORS FUNCTIONS. THE SCOPE OF WORK, OR ANY OTHER ISSUE RELATED TO THIS PROJECT SHALL BE BROUGHT UP DURING THE BID PERIOD WITH THE PROJECT MANAGER FOR CLARIFICATION, NOT AFTER THE CONTRACT HAS BEEN AWARDED. 46.LOCATION OF EQUIPMENT, CONDUIT AND DEVICES SHOWN ON THE DRAWINGS ARE APPROXIMATE AND SHALL BE COORDINATED WITH FIELD CONDITIONS PRIOR TO ROUGH -IN. 47.THE CONDUIT RUNS AS SHOWN ON THE PLANS ARE APPROXIMATE. EXACT LOCATION AND ROUTING SHALL BE PER EXISTING FIELD CONDITIONS. 48. PROVIDE PULL BOXES AND JUNCTION BOXES WHERE SHOWN OR REQUIRED BY NEC. 49. ALL CONDUITS SHALL BE MET WITH BENDS MADE IN ACCORDANCE WITH NEC TABLE 346-10. NO RIGHT ANGLE DEVICE OTHER THAN STANDARD CONDUIT ELBOWS WITH 12" MINIMUM INSIDE SWEEPS FOR ALL CONDUITS 2" OR LARGER. 50. ALL CONDUIT TERMINATIONS SHALL BE PROVIDED WITH PLASTIC THROAT INSULATING GROUNDING BUSHINGS. 51. ALL WIRE SHALL BE "TYPE THWN, SOLID. ANNEALED COPPER UP TO SIZE 1/10 AWG (18 AND LARGER SHALL BE CONCENTRIC STRANDED) 75 DEGREE C, (167 DEGREES F), 98° CONDUCTIVITY. MINIMUM #12. 52. ALL WIRES SHALL BE TAGGED AT ALL PULL BOXES. J-BOXES, EQUIPMENT BOXES AND CABINETS WITH APPROVED PLASTIC TAGS, ACTION CRAFT, BRADY, OR APPROVED EQUAL. 53. ALL NEW MATERIAL SHALL HAVE A U.L. LABEL. 54. CONDUIT ROUGH -IN SHALL BE COORDINATED WITH THE MECHANICAL EQUIPMENT TO AVOID LOCATION TO CONFLICTS. VERIFY WITH MECHANICAL CONTRACTOR AND COMPLY AS REQUIRED. 55. ALL PANEL DIRECTORIES SHALL BE TYPEWRITTEN NOT HAND WRITTEN. 56. INSTALL AN EQUIPMENT GROUNDING CONDUCTOR IN ALL CONDUITS PER THE SPECIFICATIONS AND NEC. THE EQUIPMENT GROUNDING CONDUCTORS SHALL BE BONDED AT ALL JUNCTION BOXES. PULLBOXES, AND ALL DISCONNECT SWITCHES, STARTERS, AND EQUIPMENT CABINETS. 57. THE CONTRACTOR SHALL PREPARE AS -BUILT DRAWINGS. DOCUMENT ANY AND ALL WIRING AND EQUIPMENT CONDITIONS AND CHANGES WHILE COMPLETING THIS CONTRACT. SUBMIT AT SUBSTANTIAL COMPLETION. 60. ALL DISCONNECT SWITCHES AND OTHER CONTROLLING DEVICES SHALL BE PROVIDED WITH ENGRAVED PHENOLIC NAMEPLATES INDICATING EQUIPMENT CONTROLLED, BRANCH CIRCUITS INSTALLED ON, AND PANEL FIELD LOCATIONS FED FROM (NO EXCEPTIONS.) PROVIDE SAMPLE FOR CONSTRUCTION MANAGERS APPROVAL. 61. ALL ELECTRICAL DEVICES AND INSTALLATIONS OF THE DEVICES SHALL COMPLY WITH (ADA) AMERICANS WITH DISABILITIES ACT AS ADOPTED BY THE APPLICABLE STATE. 62. PROVIDE CORE DRILLING AS NECESSARY FOR PENETRATIONS OR RISERS THROUGH BUILDING. DO NOT PENETRATE STRUCTURAL MEMBERS WITHOUT CONSTRUCTION MANAGERS APPROVAL. SLEEVES ANO/OR PENETRATIONS IN FIRE RATED CONSTRUCTION SHALL BE PACKED WITH FIRE RATED MATERIAL WHICH SHALL MAINTAIN THE FIRE RATING OF THE WALL OR STRUCTURE. FILL FOR FLOOR PENETRATIONS SHALL PREVENT PASSAGE OF WATER, SMOKE, FIRE AND FUMES. ALL MATERIAL SHALL BE UL APPROVED FOR THIS PURPOSE. 63. ELECTRICAL CHARACTERISTICS OF ALL EQUIPMENT (NEW AND EXISTING) SHALL BE FIELD VERIFIED WITH THE OWNER'S REPRESENTATIVE AND EQUIPMENT SUPPLIER PRIOR TO ROUGH -IN Of CONDUIT AND WIRE. ALL EQUIPMENT SHALL BE PROPERLY CONNECTED ACCORDING TO THE NAMEPLATE DATA FURNISHED ON THE EQUIPMENT (THE DESIGN OF THESE PLANS ARE BASED UPON BEST AVAILABLE INFORMA110N AT THE TIME OF DESIGN AND SOME EQUIPMENT CHARACTERISTICS MAY VARY FROM DESIGN AS SHOWN ON THESE DRAWINGS). 64. LOCATION OF ALL OUTLET, BOXES, ETC., AND THE TYPE OF CONNECTION (PLUG OR DIRECT) SHALL BE CONFIRMED WITH THE OWNER'S REPRESENTATIVE PRIOR TO ROUGH -IN. ANTENNA & HYBRID CABLE NOTES 1. VERIFY EACH HYBRID CABLE LENGTH, ROUTING, DIAMETER, COLOR CODING AND ALL APPURTENANCES WITH ALCATEL-LUCENT. 2. THE HYBRID CABLE AND DIAMETER LENGTH IS SHOWN ON A-4. EXCESS CABLE LENGTHS TO BE DRESSED IN A MANNER APPROVED BY ALCATEL-LUCENT. CABLES CANNOT BE CUT TO FIT. 3. HYBRID CABLE INTERNAL GROUND WIRE TO BE GROUNDED AT TOP AND BOTTOM PER SAMSUNG'S (VERIZON WIRELESS) SPECIFICATIONS. 4. EXCESS TOP 15' HYBRID CABLE FIBER JUMPERS TO BE DRESSED IN A MANNER APPROVED BY ALCATEL-LUCENT, CANNOT BE COILED, MUST BE SECURED TO TOWER MOUNTS. 5. ALL MAIN CABLES SHALL BE COLOR CODED AS SHOWN ON SHEET RF-1 & IN ACCORDANCE WITH VERIZON WIRELESS SPECIFICATIONS. 6. BANDING SHALL BE IN ACCORDANCE WITH SHEET A-4, RF-1 & AS FOLLOWS: A. MAIN LINE COLOR BANDS SHALL BE 2" WIDE. MAINTAIN 1" SPACING BETWEEN B. JUMPER COLOR BANDS SHALL BE 1" WIDE WITH 1" SPACE. C. START COLOR BANDS 2" BEFORE MAIN CABLE END 7. FINAL HYBRID CABLE SIZES SHALL BE DETERMINED BY SAMSUNG RF ENGINEER. SEE HYBRID CABLE SCHEDULE SHEET A-4. BASED ON FINAL CABLE RUN LENGTHS DETERMINED BY ALCATEL-LUCENT. 8. ALL HYBRID CABLE WILL BE SECURED TO THE DESIGNED SUPPORT STRUCTURE AT DISTANCES NOT TO EXCEED 3' HORIZONTALLY OR 4' VERTICALLY OR THE CABLE MANUFACTURER'S SPECIFICATIONS WHICHEVER IS LESS, WITH HARDWARE SPECIFIED IN THE HYBRID CABLE ROUTING DETAILS OF THE SUPPLIED STRUCTURAL SUPPORT. ANTENNA & COAX NOTES 1. VERIFY EACH COAXIAL AND HYBRID CABLE LENGTH, DIAMETER, ROUTING, COLOR CODING AND ALL APPURTENANCES WITH ALCATEL-LUCENT. 2. THE MAXIMUM COAXIAL CABLE LENGTH AND CORRESPONDING COAXIAL CABLE DIAMETER IS SHOWN ESTIMATED ON SHEET A-6.0. THIS CABLE LENGTH IS TO BE USED FOR FABRICATION OR CONSTRUCTION. ACTUAL ANTENNA CABLE LENGTH(S) MUST BE VERIFIED. COAXIAL CABLE SHALL BE PROVIDED BY ALCATEL-LUCENT. 3. ALL COAX CABLES SHALL UTILIZE GROUND KITS, GROUNDED AS FOLLOWS: A. B. C. D. NEAR ANTENNA RAD CENTER ELEVATION, MIDDLE OF TOWER (MID-HEIGH OF ANTENNA), IF CABLE RUN IS OVER 200', BOTTOM OF TOWER, AT MASTER GROUND BAR 3'-0" FROM MMBS-BBU CABINET 4. ALL TOP JUMPERS SHALL BE LENGTHS AS SHOWN AND INSTALLED BY CONTRACTOR. 5. ALL CABLES SHALL BE COLOR CODED AS SHOWN ON SHEET RF-1 AND IN ACCORDANCE WITH VERIZON WIRELESS SPECIFICATIONS. 6. BANDING SHALL BE IN ACCORDANCE WITH SHEET A-4, RF-1 AND AS FOLLOWS: A. MAIN LINE COLOR BANDS SHALL BE 2" WIDE. MAINTAIN 1" SPACING BETWEEN COLORS. B. FREQUENCY COLOR BANDS SHALL BE 2" WIDE WITH NO SPACE BETWEEN COLORS. C. JUMPER COLOR BANDS SHALL BE 1" WIDE WITH 1" SPACE. D. START COLOR BANDS 2" BEYOND WEATHERPROOFING. E. START SELECTOR COLOR NEXT TO END CONNECTORS. 7. FINAL COAXIAL ANTENNA CABLE SIZES SHALL BE DETERMINED BY VERIZON WIRELESS RF ENGINEER. SEE ANTENNA SCHEDULE SHEET A-4. BASED ON FINAL CABLE RUN LENGTHS DETERMINED BY VERIZON WIRELESS. 8. SEE CONSTRUCTION MANAGER FOR ANTENNA SUPPORT ASSEMBLY TYPE. 9. ALL COAXIAL CABLE WILL BE SECURED TO THE DESIGNED SUPPORT STRUCTURE AT DISTANCES NOT TO EXCEED 3' OR THE CABLE MANUFACTURES SPECIFICATIONS WHICHEVER IS LESS, WITH HARDWARE SPECIFIED IN THE COAXIAL CABLE ROUTING DETAILS OF THE SUPPLIED STRUCTURAL REPORT. 10. PROVIDE AT LEAST 6" OF SLACK IN THE MAIN COAXIAL CABLES AT THE ANTENNA MOUNTING ELEVATION TO PROVIDE FOR FUTURE CONNECTOR REPLACEMENT. SITE WORK NOTES 1. DO NOT EXCAVATE OR DISTURB BEYOND THE PROPERTY LINES OR LEASE LINES, UNLESS OTHERWISE NOTED. 2. DO NOT SCALE BUILDING DIMENSIONS FROM DRAWING. 3. SIZE, LOCATION AND TYPE OF ANY UNDERGROUND UTILITIES OR IMPROVEMENTS SHALL BE ACCURATELY NOTED AND PLACED ON AS -BUILT DRAWINGS BY GENERAL CONTRACTOR AND ISSUED TO ARCHITECT/ENGINEER AT COMPLETION OF PROJECT. 4. ALL EXISTING UTILITIES, FACILITIES, CONDITIONS AND THEIR DIMENSIONS SHOWN ON PLANS HAVE BEEN PLOTTED FROM AVAILABLE RECORDS. THE ENGINEER AND OWNER ASSUME NOT RESPONSIBILITY WHATSOEVER AS TO THE SUFFICIENCY OR ACCURACY OF THE INFORMATION SHOWN ON THE PLANS OR THE MANNER OF THEIR REMOVAL OR ADJUSTMENT. CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING EXACT LOCATION OF ALL EXISTING UTILITIES AND FACILITIES PRIOR TO START OF CONSTRUCTION. CONTRACTOR SHALL ALSO OBTAIN FROM EACH UTILITY COMPANY DETAILED INFORMATION RELATIVE TO WORKING SCHEDULES AND METHODS OF REMOVING OR ADJUSTING EXISTING UTILITIES. 5. CONTRACTOR SHALL VERIFY ALL EXISTING UTILITIES BOTH HORIZONTALLY AND VERTICALLY PRIOR TO START OF CONSTRUCTION. ANY DISCREPANCIES OR DOUBTS AS TO THE INTERPRETATION OF PLANS SHALL BE IMMEDIATELY REPORTED TO THE ARCHITECT/ENGINEER FOR RESOLUTION AND INSTRUCTION, AND NO FURTHER WORK SHALL BE PERFORMED UNTIL THE DISCREPANCY IS CHECKED AND CORRECTED BY THE ARCHITECT/ENGINEER. FAILURE TO SECURE SUCH INSTRUCTION MEANS CONTRACTOR WILL HAVE WORKED AT HIS/HER OWN RISK AND EXPENSE. 6. CONTRACTOR SHALL CALL LOCAL DIGGER HOT LINE FOR UTILITY LOCATIONS 48 HOURS PRIOR TO START OF CONSTRUCTION. 7. ALL NEW AND EXISTING UTILITY STRUCTURES ON SITE AND IN AREAS TO BE DISTURBED BY CONSTRUCTION SHALL BE ADJUSTED TO FINISH ELEVATIONS PRIOR TO FINAL INSPECTION OF WORK. 8. GRADING OF THE SITE WORK AREA IS TO BE SMOOTH AND CONTINUOUS IN SLOPE AND IS TO FEATHER INTO EXISTING GRADES AT THE GRADING LIMITS. 9. ALL TEMPORARY EXCAVATIONS FOR THE INSTALLATION OF FOUNDATIONS, UTILITIES, ETC., SHALL BE PROPERLY LAID BACK OR BRACED IN ACCORDANCE WITH CORRECT OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) REQUIREMENTS. 10. STRUCTURAL FILLS SUPPORTING PAVEMENTS SHALL BE COMPACTED TO 95% OF MAXIMUM STANDARD PROCTOR DRY DENSITY. 11.NEW GRADES NOT IN BUILDING AND DRIVEWAY IMPROVEMENT AREA TO BE ACHIEVED BY FILLING WITH APPROVED CLEAN FILL AND COMPACTED TO 95% OF STANDARD PROCTOR DENSITY. 12. ALL FILL SHALL BE PLACED IN UNIFORM LIFTS. THE LIFTS THICKNESS SHOULD NOT EXCEED THAT WHICH CAN BE PROPERLY COMPACTED THROUGHOUT ITS ENTIRE DEPTH WITH THE EQUIPMENT AVAILABLE. 13. ANY FILLS PLACED ON EXISTING SLOPES THAT ARE STEEPER THAN 10 HORIZONTAL TO 1 VERTICAL SHALL BE PROPERLY BENCHED INTO THE EXISTING SLOPE AS DIRECTED BY A GEOTECHNICAL ENGINEER. 14.CONTRACTOR SHALL CLEAN ENTIRE SITE DAILY AFTER CONSTRUCTION SUCH THAT NO PAPERS, THRASH, WEEDS, BRUSH OR ANY OTHER DEPOSITS WILL REMAIN. ALL MATERIALS COLLECTED DURING CLEANING OPERATIONS SHALL BE DISPOSED OF OFF -SITE BY THE GENERAL CONTRACTOR. 15. ALL TREES AND SHRUBS WHICH ARE NOT IN DIRECT CONFLICT WITH THE IMPROVEMENTS SHALL BE PROTECTED BY THE GENERAL CONTRACTOR. 16. ALL SITE WORK SHALL BE CAREFULLY COORDINATED BY GENERAL CONTRACTOR WITH LOCAL UTILITY COMPANY, TELEPHONE COMPANY, AND ANY OTHER UTILITY COMPANIES HAVING JURISDICTION OVER THIS LOCATION. ENVIRONMENTAL NOTES 1. RECEIVED CITY OF TUKWILA JUL. 31 2014 Prpvy CONTRACTOR SHALL BE RESPONSIBLE FOR PAYMENT OF FINES AND ROPER CLEAN UP FOR AREAS IN VIOLATION. ALL WORK PERFORMED SHALL BE DONE IN ACCORDANCE WITH ISSUE 1 i-TE CENTER 2. CONTRACTOR AND/OR DEVELOPER SHALL BE RESPONSIBLE FOR CONSTRUCTION AND MAINTENANCE OF EROSION AND SEDIMENTATION CONTROLS DURING CONSTRUCTION FOR PROTECTION OF ADJACENT PROPERTIES, ROADWAYS AND WATERWAYS AND SHALL BE MAINTAINED IN PLACE THROUGH FINAL JURISDICTIONAL INSPECTION & RELEASE OF SITE. 3. CONTRACTOR SHALL INSTALL/CONSTRUCT ALL NECESSARY SEDIMENT/SILT CONTROL FENCING AND PROTECTIVE MEASURES WITHIN THE LIMITS OF SITE DISTURBANCE PRIOR TO CONSTRUCTION. 4. NO SEDIMENT SHALL BE ALLOWED TO EXIT THE PROPERTY. THE CONTRACTOR IS RESPONSIBLE FOR TAKING ADEQUATE MEASURES FOR CONTROLLING EROSION. ADDITIONAL SEDIMENT CONTROL FENCING MAY BE REQUIRED IN ANY AREAS SUBJECT TO EROSION. 5. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING POSITIVE DRAINAGE ON THE SITE AT ALL TIMES WITH SILT AND EROSION CONTROL MEASURES MAINTAINED ON THE DOWNSTREAM SIDE OF SITE DRAINAGE. ANY DAMAGE TO ADJACENT PROPERTY AS A RESULT OF EROSION WILL BE CORRECTED AT THE CONTRACTORS EXPENSE. 6. CONTRACTOR SHALL BE RESPONSIBLE FOR DAILY INSPECTIONS AND ANY REPAIRS OF ALL SEDIMENT CONTROL MEASURES INCLUDING SEDIMENT REMOVAL AS NECESSARY. 7. CLEARING OF VEGETATION AND TREE REMOVAL SHALL BE ONLY AS PERMITTED AND BE HELD TO A MINIMUM. ONLY TREES NECESSARY FOR CONSTRUCTION OF THE FACILITIES SHALL BE REMOVED. 8. SEEDING SAND MULCHING AND/OR SODDING OF THE SITE WILL BE ACCOMPLISHED AS SOON AS POSSIBLE AFTER COMPLETION OF THE PROJECT FACILITIES AFFECTING LAND DISTURBANCE. 9. CONTRACTOR SHALL PROVIDE ALL EROSION AND SEDIMENTATION CONTROL MEASURES AS REQUIRED BY LOCAL, COUNTY AND STATE CODES AND ORDINANCES TO PROTECT EMBANKMENTS FROM SOIL LOSS AND TO PREVENT ACCUMULATION OF SOIL AND SILT IN STREAMS AND DRAINAGE PATHS LEAVING THE CONSTRUCTION AREA. THIS MAY INCLUDE SUCH MEASURES AS SILT FENCES, STRAW BALE SEDIMENT BARRIERS, AND CHECK DAMS. 10. RIP RAP OF SIZES INDICATED SHALL CONSIST OF CLEAN, HARD, SOUND, DURABLE, UNIFORM IN QUALITY STONE FREE OF ANY DETRIMENTAL QUANTITY OF SOFT, FRIABLE, THIN, ELONGATED OR LAMINATED PIECES, DISINTEGRATED MATERIAL, ORGANIC MATTER, OIL, ALKALI, OR OTHER DELETERIOUS SUBSTANCES. FOUNDATION, EXCAVATION AND BACKFILL NOTES 1. ALL FINAL GRADED SLOPES SHALL BE A MAXIMUM OF 3 HORIZONTAL TO 1 VERTICAL. 2. ALL EXCAVATIONS PREPARED FOR PLACEMENT OF CONCRETE SHALL BE OF UNDISTURBED SOILS, SUBSTANTIALLY HORIZONTAL AND FREE FROM ANY LOOSE, UNSUITABLE MATERIAL OR FROZEN SOILS, AND WITHOUT THE PRESENCE OF POUNDING WATER. DEWATERING FOR EXCESS GROUND WATER SHALL BE PROVIDED WHEN REQUIRED. COMPACTION OF SOILS UNDER CONCRETE PAD FOUNDATIONS SHALL NOT BE LESS THAN 95% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY FOR THE SOIL IN ACCORDANCE WITH ASTM D1557. 3. CONCRETE FOUNDATIONS SHALL NOT BE PLACED ON ORGANIC OR UNSUITABLE MATERIAL. IF INADEQUATE BEARING CAPACITY IS REACHED AT THE DESIGNED EXCAVATION DEPTH, THE UNSATISFACTORY SOIL SHALL BE EXCAVATED TO ITS FULL DEPTH AND EITHER BE REPLACED WITH MECHANICALLY COMPACTED GRANULAR MATERIAL OR THE EXCAVATION SHALL BE FILLED WITH CONCRETE OF THE SAME TYPE SPECIFIED FOR THE FOUNDATION. CRUSHED STONE MAY BE USED TO STABILIZE THE BOTTOM OF THE EXCAVATION. ANY STONE SUB BASE MATERIAL, IF USED, SHALL NOT SUBSTITUTE FOR REQUIRED THICKNESS OF CONCRETE. 4. ALL EXCAVATIONS SHALL BE CLEAN OF UNSUITABLE MATERIAL SUCH AS VEGETATION, TRASH, DEBRIS, AND SO FORTH PRIOR TO BACK FILLING. BACK FILL SHALL CONSIST OF APPROVED MATERIALS SUCH AS EARTH, LOAM SANDY CLAY, SAND AND GRAVEL, OR SOFT SHALE, FREE FROM CLODS OR LARGE STONES OVER 2 1/2" MAX DIMENSIONS. ALL BACK FILL SHALL BE PLACED IN COMPACTED LAYERS. 5. ALL FILL MATERIALS AND FOUNDATION BACK FILL SHALL BE PLACED MAXIMUM 6" THICK LIFTS BEFORE COMPACTION. EACH LIFT SHALL BE WETTED IF REQUIRED AND COMPACTED TO NOT LESS THAN 95% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY FOR SOIL IN ACCORDANCE WITH ASTM D1557. 6. NEWLY PLACED CONCRETE FOUNDATIONS SHALL CURE A MINIMUM OF 72 HRS PRIOR TO BACK FILLING. 7. FINISHED GRADING SHALL BE SLOPED TO PROVIDE POSITIVE DRAINAGE AND PREVENT STANDING WATER. THE FINAL (FINISH) ELEVATION OF SLAB FOUNDATIONS SHALL SLOPE AWAY IN ALL DIRECTIONS FROM THE CENTER. FINISH GRADE OF CONCRETE PADS SHALL BE A MAXIMUM OF 4 INCHES ABOVE FINAL FINISH GRADE ELEVATIONS. PROVIDE SURFACE FILL GRAVEL TO ESTABLISH SPECIFIED ELEVATIONS WHERE REQUIRED. veri7onwireiess Cascadia PM 3322 SOUTH BAY ROAD NE OLYMPIA, WA 98506 PH: 360.438.8002 \VECTDR O. W 7/30/14 0. AL a 01 4172 �1tAL ONAL CPM PROJECT NO.: 5406 PRELIMINARY NO. DATE D/C DESCRIPTION 0 07-21-14 TT/GS 90% CD REVIEW SUBMITTAL NO. DATE D/C DESCRIPTION 0 07-30-14 TT/GS BP SUBMITTAL REVIEWED FOR Mime COMPLIANCE TERROVED AxIo4!3 2 8 2014 3 .65901881 Ci of Tukw la -I - 1424F,T n"° 1 .: DIVISION TUKWILA, WA981b8 SHEET TITLE GENERAL NOTES SHEET NO. GN-2 FNDN, EXCAVATION AND BACKFILL NOTES CONT. CONCRETE MASONRY NOTES 8. NEWLY GRADED SURFACE AREAS TO RECEIVE GRAVEL SHALL BE COVERED WITH GEOTEXTILE FABRIC TYPE: TYPAR-3401 AS MANUFACTURED BY "CONSTRUCTION MATERIAL 1-800-239-3841" OR AN APPROVED EQUIVALENT, SHOWN ON PLANS. THE GEOTEXTILE FABRIC SHALL BE BLACK IN COLOR TO CONTROL THE RECURRENCE OF VEGETATIVE GROWTH AND EXTEND TO WITHIN 1 FOOT OUTSIDE THE SITE FENCING OR ELECTRICAL GROUNDING SYSTEM PERIMETER WHICH EVER IS GREATER. ALL FABRIC SHALL BE COVERED WITH A MINIMUM OF 4" DEEP COMPACTED STONE OR GRAVEL AS SPECIFIED. I.E. FDOT TYPE NO. 57 FOR FENCED COMPOUND; FDOT TYPE NO. 67 FOR ACCESS DRIVE AREA. 9. IN ALL AREAS TO RECEIVE FILL, REMOVE ALL VEGETATION, TOPSOIL, DEBRIS, WET AND UNSATISFACTORY SOIL MATERIALS, OBSTRUCTIONS, AND DELETERIOUS MATERIALS FROM GROUND SURFACE. PLOW STRIP OR BREAK UP SLOPED SURFACES STEEPER THAN 1 VERTICAL TO 4 HORIZONTAL SUCH THAT FILL MATERIAL WILL BIND WITH EXISTING/PREPARED SOIL SURFACE. 10. WHEN SUB GRADE OR PREPARED GROUND SURFACE HAS A DENSITY LESS THAN THAT REQUIRED FOR THE FILL MATERIAL, SCARIFY THE GROUND SURFACE TO DEPTH REQUIRED, PULVERIZE, MOISTURE -CONDITION AND/OR AERATE THE SOILS AND RE -COMPACT TO THE REQUIRED DENSITY PRIOR TO PLACEMENT OF FILLS. 11.IN AREAS WHICH EXISTING GRAVEL SURFACING IS REMOVED OR DISTURBED DURING CONSTRUCTION OPERATIONS, REPLACE GRAVEL SURFACING TO MATCH ADJACENT GRAVEL SURFACING AND RESTORED TO THE SAME THICKNESS AND COMPACTION AS SPECIFIED. ALL RESTORED GRAVEL SURFACING SHALL BE FREE FROM CORRUGATIONS AND WAVES. 12. EXISTING GRAVEL SURFACING MAY BE EXCAVATED SEPARATELY AND REUSED WITH THE CONDITION THAT ANY UNFAVORABLE AMOUNTS OF ORGANIC MATTER, OR OTHER DELETERIOUS MATERIALS ARE REMOVED PRIOR TO REUSE. FURNISH ANY ADDITIONAL GRAVEL RESURFACING MATERIAL AS NEEDED TO PROVIDE A FULL DEPTH COMPACTED SURFACE THROUGHOUT SITE. 13. GRAVEL SUB SURFACE SHALL BE PREPARED TO REQUIRED COMPACTION AND SUB GRADE ELEVATIONS BEFORE GRAVEL SURFACING IS PLACED AND/OR RESTORED. ANY LOOSE OR DISTURBED MATERIALS SHALL BE THOROUGHLY COMPACTED AND ANY DEPRESSIONS IN THE SUB GRADE SHALL BE FILLED AND COMPACTED WITH APPROVED SELECTED MATERIAL. GRAVEL SURFACING MATERIAL SHALL NOT BE USED FOR FILLING DEPRESSIONS IN THE SUB GRADE. 14. PROTECT EXISTING GRAVEL SURFACING AND SUB GRADE IN AREAS WHERE EQUIPMENT LOADS WILL OPERATE.. 15. DAMAGE TO EXISTING STRUCTURES AND/OR UTILITIES RESULTING FROM CONTRACTORS NEGLIGENCE SHALL BE REPAIRED AND/OR REPLACED TO THE OWNERS SATISFACTION AT NO ADDITIONAL COST TO THE CONTRACT. 16. ALL SUITABLE BORROW MATERIAL FOR BACK FILL OF THE SITE SHALL BE INCLUDED IN THE BID. EXCESS TOPSOIL AND UNSUITABLE MATERIAL SHALL BE DISPOSED OF OFF SITE AT LOCATIONS APPROVED BY GOVERNING AGENCIES AT NO ADDITIONAL COST TO THE CONTRACT. STRUCTURAL STEEL NOTES 1. ALL STEEL WORK SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE AISC MANUAL OF STEEL CONSTRUCTION. STEEL SECTIONS SHALL BE IN ACCORDANCE WITH ASTM AS INDICATED BELOW: W-SHAPES: ASTM A992, 50 KSI ANGLES, BARS CHANNELS: ASTM A36, 36 KSI HSS SECTIONS: ASTM 500, 46 KSI PIPE SECTIONS: ASTM A53-E, 35 KSI 2. ALL EXTERIOR EXPOSED STEEL AND HARDWARE SHALL BE HOT DIPPED GALVANIZED. 3. ALL WELDING SHALL BE PERFORMED USING E70XX ELECTRODES AND WELDING SHALL CONFORM TO AISC. WHERE FILLET WELD SIZES ARE NOT SHOWN, PROVIDE THE MINIMUM SIZE PER TABLE J2.4 IN THE AISC "MANUAL OF STEEL CONSTRUCTION". PAINTED SURFACES SHALL BE TOUCHED UP. 4. NON-STRUCTURAL CONNECTIONS FOR STEEL GRATING MAY USE 5/8"0 ASTM A 307 BOLTS UNLESS NOTED OTHERWISE. 5. FIELD MODIFICATIONS ARE TO BE COATED WITH ZINC ENRICHED PAINT. 1. CONCRETE MASONRY UNITS SHALL BE MEDIUM WEIGHT UNITS CONFORMING TO ASTM C90, GRADE N-1, (F'M=1,500 PS). MEDIUM WEIGHT (115 PCF). 2. MORTAR SHALL BE TYPE "S" (MINIMUM 1,800 PSI AT 28 DAYS). 3. GROUT SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 PSI AT 28 DAYS. 4. ALL CELLS CONTAINING REINFORCING STEEL OR EMBEDDED ITEMS AND ALL CELLS IN RETAINING WALLS AND WALLS BELOW GRADE SHALL BE SOLID GROUTED. 5. ALL HORIZONTAL REINFORCEMENT SHALL BE PLACED IN BOND BEAM OR LINTEL BEAM UNITS. 6. WHEN GROUTING IS STOPPED FOR ONE HOUR OR LONGER, HORIZONTAL CONSTRUCTION JOINTS SHALL BE FORMED BY STOPPING THE GROUT POUR 1-1/2" BELOW TOP OF THE UPPERMOST UNIT. 7. ALL BOND BEAM BLOCK SHALL BE "DEEP CUT' UNITS. 8. PROVIDE INSPECTION AND CLEAN -OUT HOLES AT BASE OF VERTICAL CELLS HAVING GROUT LIFTS IN EXCESS OF 4'-0" OF HEIGHT. 9. ALL GROUT SHALL BE CONSOLIDATED WITH A MECHANICAL VIBRATOR. 10. CEMENT SHALL BE AS SPECIFIED FOR CONCRETE. 11. REINFORCING BARS - SEE NOTES UNDER "STRUCTURAL CONCRETE NOTES" FOR REQUIREMENTS. 12. PROVIDE ONE BAR DIAMETER (A MINIMUM OF 1/21 GROUT BETWEEN MAIN REINFORCING AND MASONRY UNITS. 13. LOW LIFT CONSTRUCTION, MAXIMUM GROUT POUR HEIGHT IS 4 FEET. 14. ALL CELLS IN CONCRETE BLOCKS SHALL BE FILLED SOLID WITH GROUT, EXCEPT AS NOTED IN THE DRAWINGS OR SPECIFICATIONS. 15. CELLS SHALL BE IN VERTICAL ALIGNMENT, DOWELS IN FOOTINGS SHALL BE SET TO ALIGN WITH CORES CONTAINING REINFORCING STEEL. 16. REFER TO ARCHITECTURAL DRAWINGS FOR SURFACE AND HEIGHT OF UNITS, LAYING PATTER AND JOINT TYPE. 17. SAND SHALL BE CLEAN, SHARP AND WELL GRADED, FREE FROM INJURIOUS AMOUNTS OF DUST, LUMPS, SHALE, ALKAU OR ORGANIC MATERIAL. 18. BRICK SHALL CONFORM TO ASTM C-62 AND SHALL BE GRADE MW OR BETTER. STRUCTURAL CONCRETE NOTES 1. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE ACI 318-08 AND THE SPECIFICATION FOR CAST -IN -PLACE CONCRETE. 2. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH FC'=3,000 PSI AT 28 DAYS UNLESS NOTED OTHERWISE. 3. REINFORCING STEEL SHALL CONFORM TO ASTM A 615, GRADE 60, DEFORMED UNLESS NOTED OTHERWISE. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A 185 WELDED STEEL WIRE FABRIC UNLESS NOTED OTHERWISE. SPLICES CLASS "B" AND ALL HOOKS SHALL BE STANDARD UNLESS NOTED OTHERWISE. 4. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCING STEEL UNLESS SHOWN OTHERWISE ON DRAWINGS: CONCRETE CAST AGAINST EARTH 3 IN. CONCRETE EXPOSED TO EARTH OR WEATHER: #6 AND LARGER 2 IN. #5 AND SMALLER & WWF 1 1/2 IN. CONCRETE NOT EXPOSED TO EARTH OR WEATHER OR NOT CAST AGAINST THE GROUND: SLAB AND WALL 3/4 IN. BEAMS AND COLUMNS 1 1/2 IN. 5. A 3/4" CHAMFER SHALL BE PROVIDED AT ALL EXPOSED EDGES OF CONCRETE U.N.O. IN ACCORDANCE WITH ACI 301, LATEST EDITION, SECTION 4. 6. HOLES TO RECEIVE EXPANSION/WEDGE ANCHORS SHALL BE 1/8" LARGER IN DIAMETER THAN THE ANCHOR BOLT, DOWEL OR ROD AND SHALL CONFORM TO MANUFACTURER'S RECOMMENDATION FOR EMBEDMENT DEPTH OR AS SHOWN ON THE DRAWINGS. LOCATE AND AVOID CUTTING EXISTING REBAR OR TENDONS WHEN DRILLING HOLES IN ELEVATED CONCRETE SLABS OR CONCRETE WALLS. 7. USE AND INSTALLATION OF CONCRETE EXPANSION/WEDGE ANCHOR, SHALL BE PER ICC & MANUFACTURER'S WRITTEN RECOMMENDED PROCEDURES. SPECIAL INSPECTION IS REQUIRED FOR (HILT! KWIK BOLT-TZ EXPANSION ANCHORS PER ESR-1917) CONCRETE EXPANSION ANCHORS. INSTALLATION OF WEDGE ANCHORS (I.E. KWIK BOLT TZ ANCHORS) IN MASONRY IS NOT PERMITTED WEATHERPROOFING NOTES STANDARD CONSTRUCTION SPECIFICATIONS FOR WIRELESS SITES 3.6 WEATHERPROOFING CONNECTORS AND GROUND KITS: A. ALL CONNECTORS AND GROUND KITS SHALL BE WEATHERPROOFED USING BUTYL RUBBER WEATHERPROOFING AND TAPE. THIS INSTALLATION MUST BE DONE IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATION OR AS SHOWN ON THE CONSTRUCTION DRAWINGS (WHICHEVER IS GREATER). IF NO DIRECTION IS PROVIDED, WEATHERPROOFING MUST BE DONE PER THE FOLLOWING INSTRUCTIONS. 1. THE COAXIAL CABLE CONNECTION OR GROUND KIT CAN BE ENCOMPASSED INTO COLD SHRINK AND COMPLETELY WRAPPED WITH 2 INCH WIDE ELECTRICAL TAPE OVERLAPPING EACH ROW BY APPROXIMATELY Y." AND EXTENDING PAST THE CONNECTION BY TWO INCHES AS DISCUSSED BELOW; OR 2. THE COAXIAL CABLE CONNECTION OR GROUND KIT CAN BE WRAPPED WITH LAYERS OF ELECTRICAUBUTYL RUBBER/ELECTRICAL TAPE AS DISCUSSED BELOW; OR 3. THE COAXIAL CABLE CONNECTION OR GROUND KIT CAN BE WRAPPED WITH TWO LAYERS OF 1.5 INCH WIDE SELF -AMALGAMATING TAPE COVERED WITH TWO LAYERS OF ELECTRICAL TAPE AS DISCUSSED BELOW. B. COLD SHRINK INSTALLATION PROCEDURE: 1. REQUIRED MATERIAL: COLD SHRINK TUBE, SPACERS AS NEEDED, BLACK ELECTRICAL TAPE-2 INCHES WIDE 2. REQUIRED TOOLS: KNIFE AND TAPE MEASURE STEP 1: THOROUGHLY CLEAN AND DRY THE SURFACE OF COAXIAL CABLE AND CONNECTOR TO REMOVE ALL GREASE AND DIRT. MARK THE MAIN FEED (LARGER DIAMETER) COAXIAL CABLE AT LEAST TWO INCHES ABOVE THE CONNECTION AS THE SPECIFIED START DIMENSION FOR THE COLD SHRINK. STEP 2: SLIDE THE COLD SHRINK TUBE OVER THE PRE-CONNECTORIZED END OF THE LARGER DIAMETER COAXIAL CABLE PRIOR TO MATING CONNECTOR INTERFACES. MAKE THE CONNECTION. STEP 3: REMOVE WAX PAPER FROM A SPACER HALF AND PRESS ONTO COAXIAL CABLE DIRECTLY BEHIND THE CONNECTOR. REMOVE THE WAX PAPER FROM THE OTHER SPACER HALF AND ALIGN THE TWO SPACER HALVES WITH ADHESIVE PORTIONS FACING EACH OTHER. PRESS THE SPACER HALVES TOGETHER. THE SPACER WILL BE PLACED NEXT TO THE CONNECTOR ON THE SMALLER DIAMETER COAXIAL CABLE SIDE. STEP 4: SLIDE THE COLD SHRINK TUBE OVER THE CONNECTION TO THE SPECIFIED START DIMENSION MARK. HOLD THE COLD SHRINK TUBE AND COAXIAL CABLE IN ONE HAND SO THAT THE EDGE OF COLD SHRINK TUBE IS IN LINE WITH THE MARK STEP 5: WITH YOUR FREE HAND, BEGIN REMOVING COLD SHRINK TUBE CORE. THE CORE WILL BE REMOVED BY UNWINDING IN A COUNTERCLOCKWISE DIRECTION WHILE LIGHTLY PULLING THE ATTACHED CORD AWAY FROM THE TUBE. STEP 6: USE BOTH HANDS TO CONTINUE THE UNWINDING PROCESS AS THE COLD SHRINK TUBE BEGINS TO COLLAPSE INTO POSITION. CONTINUE THE UNWINDING PROCESS UNTIL THE CORE IS COMPLETELY REMOVED AND THE COLD SHRINK TUBE IS INSTALLED. STEP 7: EXCESS COLD SHRINK TUBE EXTENDING TWO INCHES BEYOND THE SPACER HALVES CAN BE REMOVED OR LEFT IN PLACE. EXCESS COLD SHRINK TUBE CAN BE CAREFULLY CUT OFF WITH A KNIFE. REVIEWED FOR CODE COMPLIANCE APPROVED AUG 28 2014 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA JUL .31 2014 PERMIT CENTER verinnwireless Cascadia PM 3322 SOUTH BAY ROAD NE OLYMPIA, WA 98506 PH: 360.438.8002 )VECTOR CPM PROJECT NO.: 5406 PRELIMINARY NO. DATE D/C DESCRIPTION 0 07-21-14 TT/GS 90% CD REVIEW SUBMITTAL NO. DATE D/C DESCRIPTION 0 07-30-14 TT/GS BP SUBMITTAL SITE NAME INTERRUB TAX ID NO.: 3365901881 SITE ADDRESS 14240 INTERURBAN AVE. S TUKWILA, WA98168 SHEET TITLE GENERAL NOTES SHEET NO. GN-3 1 DRAWINGABBREVIATIONS rreri,�o,,nwireies3 WEATHERPROOFING NOTES CONT. AFF ABOVE FINISH FLOOR LF LINEAR FEET STEP 8: WRAP OVER THE COLD SHRINK TUBE WITH ONE LAYER OF BLACK ELECTRICAL TAPE AGL ABOVE GRADE LEVEL MAX MAXIMUM 2 INCH WIDTH OVERLAPPING EACH ROW BY 1/2 INCH. THIS TOP LAYER MUST BE WRAPPED USING A SHINGLED EFFECT. THE LAYER SHALL BE WRAPPED SO THAT THE ENDS ARE IN THE AWG AMERICAN WIRE GAUGE MECH MECHANICAL UPWARD DIRECTION CREATING A SHINGLED EFFECT WITH THE TAPE SO WATER WILL BE NOT TO COLLECT AND POOL. THIS TOP LAYER OF ELECTRICAL AC AIR CONDITIONING MFR MANUFACTURER Cascadia PM 3322 SOUTH BAY ROAD NE OLYMPIA, WA 98506 PH:360.438.8002 REPELLED AND ALLOWED TAPE MUST EXTEND TWO INCHES (THE TAPE WIDTH) PAST THE COLD SHRINK TUBE ONTO ADJ ADJUSTABLE MGR MANAGER THE UNDERLYING CABLE. TAPE SHALL BE WRAPPED SO THAT NO VOIDS OR AIR PACKETS ARE PRESENT. TAPE SHALL BE CUT WITH A SHARP KNIFE. APPROX APPROXIMATELY MIN MINIMUM C. BUTYL RUBBER TAPE INSTALLATION PROCEDURE: AZ AZIMUTH MISC MISCELLANEOUS 1. REQUIRED MATERIAL: BLACK ELECTRICAL TAPE-2 INCH WIDE AND BUTYL RUBBER TAPE 2 TO 3 INCHES WIDE. BLDG BUILDING MTL METAL 2. REQUIRED TOOLS: KNIFE OR SCISSORS. CM CONSTRUCTION MANAGER MTZL METALIZE(D) STEP 1: THOROUGHLY CLEAN AND DRY THE SURFACE OF COAXIAL CABLE AND CONNECTOR TO REMOVE ALL GREASE AND DIRT. WRAP CONNECTOR/GROUND KIT WITH TWO LAYERS OF CAB CABINET MW MICROWAVE BLACK ELECTRICAL TAPE-2 INCH WIDTH OVERLAPPING EACH ROW BY APPROXIMATELY 1/2 INCH. THESE LAYERS OF TAPE MUST BE WRAPPED TIGHT ENOUGH SO THAT NO VOIDS OR CL CENTERLINE NEC NATIONAL ELECTRICAL CODE �V �V�O� enou AIR PACKETS ARE PRESENT AND MUST EXTEND ONE INCH PAST THE CONNECTOR/GROUND CLG CEILING NIC NOT IN CONTRACT KIT ON EACH SIDE. TWO ROWS SHALL BE APPLIED, ONE IN EACH DIRECTION, WITH THE TOP ROW SHINGLED TO PROMOTE WATER RUNOFF. CLR CLEAR NTS NOT TO SCALE STEP 2: WRAP CONNECTOR/GROUND KIT WITH ONE LAYER OF BUTYL RUBBER TAPE (2 TO 3 INCHES WIDTH) OVER THE BLACK ELECTRICAL TAPE OVERLAPPING EACH ROW BY CO COPPER N/A NOT APPLICABLE APPROXIMATELY 1/2 INCH. THE BUTYL RUBBER TAPE MUST EXTEND 2 TO 3 INCHES (THE ELECTRICAL TAPE AND COME IN GOOD CONTACT WITH THE+t� CONC CONCRETE OC ON CENTER TAPE WIDTH) PAST THE UNDERLYING CABLE. ON CONNECTORS, WHEN WEATHERPROOFING FROM THE MAIN LINE TO COND CONDUIT OD OUTSIDE DIAMETER N '4' !j. X W �j �r � t7'� '^� .; 11 r r 41725 is 0 , THE JUMPER, BUILD UP THIS AREA WITH EXTRA BUTYL RUBBER TAPE TO INSURE A SMOOTH TRANSITION FREE OF VOIDS AND AIR PACKETS DOWN TO THE SMALLER DIAMETER CABLE. CONST CONSTRUCTION OP OVERHEAD POWER STEP 3: WRAP CONNECTOR/GROUND KIT WITH TWO LAYERS OF BLACK ELECTRICAL TAPE 2 INCH WIDTH OVERLAPPING EACH ROW BY 1 INCH. THESE LAST TWO LAYERS MUST BE CONT CONTINUOUS OT OVERHEAD FIBER WRAPPED USING A SHINGLED EFFECT. THE TOP LAYER SHALL BE WRAPPED SO THAT THE CPM CASCADIA PM OPP OPPOSITE ENDS ARE IN THE UPWARD DIRECTION CREATING A SHINGLED EFFECT WITH THE TAPE SO WATER WILL BE REPELLED AND NOT ALLOWED TO COLLECT AND POOL. THESE TOP LAYERS D/C DRAFTER/CHECKER PL PROPERTY LINE OF ELECTRICAL TAPE MUST EXTEND TWO INCHES (THE TAPE WIDTH) PAST THE BUTYL RUBBER TAPE ONTO THE UNDERLYING CABLE. DEMO DEMOLISH PLYWD PLYWOOD ALL LAYERS OF TAPE SHALL BE WRAPPED SO THAT NO VOIDS OR AIR PACKETS ARE OF TAPE SHALL NOT BE PULLED OR STRETCHED. ALL TAPE DIA DIAMETER PM PROJECT MANAGER sst©NAL1y 7/30/14 PRESENT. THE LAST WRAP SHALL BE CUT WITH A SHARP KNIFE OR SCISSORS. DIM DIMENSION PROJ PROJECT D. SELF -AMALGAMATING TAPE INSTALLATION PROCEDURE: DN DOWN PROP PROPERTY CPM PROJECT NO.: 5406 1. REQUIRED MATERIAL: SELF -AMALGAMATING TAPE -1.5 INCHES WIDE AND BLACK ELECTRICAL TAPE - 2 INCHES WIDE. DTL DETAIL PT PRESSURE TREATED PRELIMINARY 2. REQUIRED TOOLS: KNIFE OR SCISSORS. DWG DRAWING RO ROUGH OPENING NO. DATE D/C DESCRIPTION STEP 1: THOROUGHLY CLEAN AND DRY THE SURFACE OF COAXIAL CABLE AND CONNECTOREA TO REMOVE ALL GREASE AND DIRT. EACH _ ROW RIGHT OF WAY 0 07-21-14 TT/GS 90% CD REVIEW . STEP 2: START WRAPPING SELF -AMALGAMATING TAPE ON THE CABLE AT LEAST 2 INCHES ELECT ELECTRICAL RRU REMOTE RADIO UNIT SUBMITTAL FROM THE CONNECTOR/GROUND KIT. MAKE SURE TAPE IS STRETCHED TIGHT DURING THIS APPLICATION. ELEV ELEVATION RED REQUIRED NO. DATE D/C DESCRIPTION STEP 3: WHILE STRETCHING TAPE, MAKE ONE WRAP OF THE TAPE AROUND THE CABLE, EQ EQUAL SBTC SOLID BARE TINNED COPPER - - 0 07-30 14 TT/GS BP SUBMITTAL MAKING SURE THE TAPE IS WRAPPED ONTO ITSELF. THE TAPE WILL ONLY ADHERE TO ITSELF. EQUIP EQUIPMENT SF SQUARE FEET REVIEWED FOR CODE STEP 4: CONTINUE WRAPPING THE CABLE AND CONNECTOR/GROUND KIT USING HALF EXT EXTERIOR SHT SHEET COMPLIANCE SITE NAME OVERLAP (0.75 INCH WIDE) LAYERS. STEP 5: WRAP OVER AND PAST THE CONNECTOR/GROUND KIT AT LEAST 2 INCHES. FIN FINISH SPEC SPECIFICATION ' •PPROVED STEP 6: TO TERMINATE THE SELF -AMALGAMATING TAPE, WRAP THE TAPE AT LEAST ONE FLR FLOOR SQ SQUARE AUG 2 8 INTERRUB TAX ID NO.: FULL ROUND OVER THE CABLE STRETCHING THE TAPE TIGHT. CUT THE TAPE USING KNIFE OR SCISSORS AND APPLY THE LOOSE END TO THE UNDERLYING SELF -AMALGAMATING TAPE FT FOOT, FEET SS STAINLESS STEEL ZO14 USING THUMB PRESSURE. GA GAUGE STL STEEL ' STEP 7: TWO ROWS OF SELF -AMALGAMATING TAPE SHALL BE APPLIED IN THIS MANNER, IN ALTERNATING DIRECTIONS. THE TOP LAYER SHALL BE WRAPPED SO THAT THE ENDS ARE IN GALV GALVANIZED STRUCT STRUCTURE, STRUCTURAL City of Tukvviia 3365901881 SITE ADDRESS AN UPWARD DIRECTION CREATING A SHINGLED EFFECT WITH THE TAPE SO WATER WILL BE REPELLED. GC GENERAL CONTRACTOR TOC TOP OF CONCRETE BUILDING DIVISION STEP 8: WRAP OVER SELF -AMALGAMATING TAPE WITH TWO LAYERS OF BLACK ELECTRICAL GWB GYPSUM WALL BOARD TOM TOP OF MASONRY TAPE- 2 INCH WIDTH OVERLAPPING EACH ROW BY 1 INCH. THESE TOP TWO LAYERS MUST ALSO BE WRAPPED USING A SHINGLED EFFECT. THE LAYERS SHALL BE WRAPPED SO THAT GR GRADE THRU THROUGH THE ENDS ARE IN THE UPWARD DIRECTION CREATING A SHINGLED EFFECT WITH THE TAPE SO WATER WILL BE REPELLED AND NOT ALLOWED TO COLLECT AND POOL. THESE TOP GRND GROUND TNND - TINNED - 14240 INTERURBAN AVE. S TUKWILA, WA98168 LAYERS OF ELECTRICAL TAPE MUST EXTEND TWO INCHES (THE TAPE WIDTH) PAST THE SELF -AMALGAMATING TAPE ONTO THE UNDERLYING CABLE. ALL LAYERS OF TAPE SHALL BE HVAC HEATING, VENTING & AIR CONDITIONING UBC UNIFORM BUILDING CODE WRAPPED SO THAT NO VOIDS OR AIR PACKETS ARE PRESENT. THE LAST WRAP OF TAPE SHALL NOT BE PULLED OR STRETCHED. ALL TAPE SHALL BE CUT WITH A SHARP KNIFE OR HORIZ HORIZONTAL UG UNDERGROUND SHEET TITLE SCISSORS. HT HEIGHT UNO UNLESS NOTED OTHERWISE RECEIVED GENERAL NOTES IBC INTERNATIONAL BUILDING CODE UP UNDERGROUND POWER CITY OF TU K W I L A ID INSIDE DIAMETER OF UNDERGROUND FIBER IN INCH VIF VERIFY IN FIELD JUL. 31 2014 INSUL INSULATION VERT VERTICAL PERMIT SHEET NO. INT INTERIOR WP WATERPROOF CENTER JBOX JUNCTION BOX W/ WITH LB(S) POUND(S) W/O WITHOUT , VECTOR E fl G I fl E E R S Project Number: U 1194-3 3 9-141 July 30, 2014 Cascadia PM, LLC 3322 South Bay Road NE Olympia, WA 98506 ATTENTION: Bryan Underhill REFERENCE: Interrub 14240 Interurban Ave. S, Tukwila, WA 98_68 Structural Review for Proposed Equipment and Generator Installation Dear Bryan, REVIEWED FOR CODE COMPLIANCE APPROVED AUG 2 8 2014 City of Tukwila BUILDING DIVISION ,tLt c0 py Per your request, we have reviewed the construction drawings prepared by your office for the proposed installation of: seven equipment cabinets on a new screened equipment platform on the rooftop of the existing building, twelve antennas, twelve RRU's and three surge suppressors attached to the concrete parapet wall of the existing building, and one generator on a new slab on grade. In addition, we have reviewed structural as -built drawings prepared by Lance Mueller & Associates Architects (Fairway Center, Dated: April 11, 1989) of the existing building structure. Please be advised as follows: Based upon our calculations and review of the documents noted above, we conclude that the proposed screening, platform, antenna mounts and concrete slab on grade, as detailed on the construction drawings, are adequate to support the loads associated with the proposed equipment. Supporting calculations for the loading on the proposed screening and antennas and for the design of the supporting platform and antenna mounts, and their connection to the existing structure are attached. In addition, calculations are provided for the analysis of the existing rooftop structure and parapet wall for the proposed equipment and antenna loads. We conclude that the existing glulam roof beams and supporting steel columns and foundation are adequate to support the proposed loads associated with the equipment cabinets and platform. We also conclude that the existing parapet wall is adequate to support the loads associated with the proposed antennas, RRU's and surge suppressors. However, the connection of the parapet wall to the roof diaphragm at the antenna locations is not adequate to support the proposed antenna loads. The diaphragm is to be retrofitted as detailed on the construction drawings. The recommendations above are provided based upon calculations prepared by our office and information the client provided. A representative from Vector has not visited the site. The analysis and conclusions described above are based on the assumption that the structure was properly designed and constructed. Vector Structural Engineers makes no claim as to the correctness of the original design or the current condition of the structure, which is assumed to be in good condition, free of damage or deterioration. The contractor shall notify Vector Structural Engineers immediately should any damage, deterioration or discrepancies between the as -built condition of the existing structure and the assumed condition described in this report and on the construction drawings be found. P_ JUL 3 1 2014 Vector Engineers [ 9138 S. State St., Suite Q'i ,ndy, UT 84070 - P 01.990.1775 Fax: 801.990.1776 RECEIVED CITY OF TUKWILA PERMIT CENTER Page 2 of 65 U1194-339-141 Interrub s We hope this meets your needs. If you have any further questions regarding this matter, please call this office at your convenience. Very truly yours, VECTOR STRUCTURAL ENGINEERING Roger T. Alworth, S.E. 7-30-14 Principal RTA/amw Enclosures Exp. 1/27/16 WA certificate of authorization: 2202 Page 3 of 65 v`VECTOIR E n G l n E E R S PROJECT: INTERRUB JOB NO.: U1194-339-141 DESIGNED: AMW DATE: 07/22/14 CHECKED: BDV Design Criteria: Code: Structural design is based on the International Building Code, 2012 Edition Wind: Basic wind speed = 110 mph (3-second gust) per the ASCE 7-10 standard Risk category: II Wind exposure: B Seismic: Seismic loads are based on the International Building Code, 2012 Edition Seismic importance factor, I = 1 Risk category: II Mapped spectral response accelerations: Ss = 1.472g Si = 0.55g Site class: D Spectral response coefficients: SDS = 0.981g SDI = 0.55g Seismic design category: D Basic seismic -force -resisting -system: Response modification factor, R = 6.5 Analysis procedure: Equivalent lateral force General Notes: 1 The contractor shall verify dimensions, conditions and elevations before starting work. The engineer shall be notified immediately if any discrepancies are found. 2 The typical notes and details shall apply in all cases unless specifically detailed elsewhere. Where no detail is shown, the construction shall be as shown for other similar work and as required by the building code. 3 These calculations are limited to the structural members shown in these calculations only. 4 The contractor shall be responsible for compliance with local construction safety orders. Approval of shop drawings by the architect or structural engineer shall not be construed as accepting this responsibility. 5 All structural framing members shall be adequately shored and braced during erection and until full lateral and vertical support is provided by adjoining members. Structural Steel: 1 All structural steel code checks based on the AISC, 13th Edition per the ASCE 7 standard 2 All steel pipe to be per ASTM A53 GR. B (35 KSI), U.N.O. 3 All steel round tubes (HSS) to be per ASTM A500 GR. B (42 KSI), U.N.O. 4 All steel rectangular tubes (HSS) to be per ASTM A500 GR. B (46 KSI), U.N.O. 5 All steel wide flange shapes to be per ASTM A992 (50 KSI), U.N.O. 6 All other structural steel shapes & plates shall be per ASTM A36, U.N.O. 7 All bolts for steel -to -steel connections shall be per ASTM A325N, U.N.O. 8 All bolted connections shall be tightened per the "turn -of -nut" method as defined by AISC. 9 All welding shall be performed by certified welders in accordance with the latest edition of the American Welding Society (AWS) D1.1 10 All steel surfaces shall be galvanized in accordance with ASTM A123 and ASTM A153 standards, thoroughly coated with a rust inhibitive red oxide primer, or otherwise protected as noted on the structural drawings. Page 4 of 65 'VECTOR PROJECT: INTERRUB JOB NO.: U1194-339-141 DESIGNED: AMW DATE: 07/22/14 CHECKED: BDV SUBJECT: Design Wind Loads on Other Structures DESIGN WIND LOADS ON OTHER STRUCTURES: (Chimneys, Tanks, Rooftop Equipment, & Similar Structures) Label: Wind Pressure- Platform INPUT DATA: Basic Wind Speed, V [mph]: 110 Exposure Category: B Structure: Cross -Section: Square Height, h [ft]: 8.0 Width, D [ft]: 26.0 Length, L1 [ft]: 11.0 Average Elevation, z [ft]: 36.0 For Non -Rooftop, Flexible Structures, (if n 1 < 1 Hz): Depth, L [ft]: Natural Frequency, n 1 [Hz]: Damping Ratio, (3: 0.005 Rooftop Structure? Yes Supporting Structure (of Rooftop Structure): Height, H [ft]: 30.5 Width, B [ft]: 270.0 Length, L2 [ft]: 95.0 For Flexible Supporting Structures, (if n 1 < 1 Hz): Depth, L [ft]: Natural Frequency, n 1 [Hz]: Damping Ratio, R: 0.005 DESIGN SUMMARY: Full Wind Pressure, 1.0W [psf]: Design Wind Pressure, 0.6W [psf]: Design Diagonal Pressure, 0.6W [psf]: Design Uplift Pressure (if applicable), 0.6W [psf]: 39.1 23.5 23.5 18.5 -� NI \ ///// STRUCTURE / /// // SUPPORTING STRUCTURE Page 5 of 65 >�/ECEnelTOR JOB NO.: U1194-339-141 DESIGNED: AMW DATE: 07/22/14 CHECKED: BDV PROJECT: INTERRUB SUBJECT: Design Wind Loads on Other Structures DESIGN WIND LOADS ON OTHER STRUCTURES Label: Wind Pressure WIND ANALYSIS: ASCE 7-10 References: Full Wind Pressure, 1.0W [psf]: Design Wind Pressure, 0.6W [psf]: Design Diagonal Pressure, 0.6W [psf]: Design Uplift Pressure (if applicable), 0.6W [psf]: Design Wind Pressure: Velocity Pressure, qz [psf]: Initial GCf: Area Ratio: Final GCf: Design Uplift Pressure: Velocity Pressure, qz [psf]: Initial GCf: Area Ratio: Final GCf: 39.1 23.5 23.5 18.5 20.6 1.9 0.03 1.9 (Section 29.5.1) (Section 2.4.1) (Section 2.4.1) (Section 29.5.1) (Equation 29.3-1) (Section 29.5.1) (Section 29.5.1) (Section 29.5.1) (Equation 29.5-3) (Equation 29.3-1) Velocity Pressure, qz = 0.00256KZKeKdV2 Velocity Pressure Exposure Coefficient, Kz: 0.74 (Table 29.3-1) Topographic Factor, Kzt: 1.0 (Section 26.8.2) Wind Directionality Factor, Kd: 0.90 (Table 26.6-1) Velocity Pressure Exposure Coefficient, KZ = 2.01(z/z9)(21°) (Table 29.3-1) Nominal Height of Atm. Boundary Layer, zg [ft]: 1200 (Table 26.9.1) 3-sec Gust -Speed Power Law Exponent, a: 7.0 (Table 26.9.1) Page 6 of 65 Y z x Loads: BLC 6, Equipment Dead Load Vector AMW Equipment Platform SK-1 July 22, 2014 at 11:13 AM Interrub; U1194-339-141 SEA Interrub Platform.r3d Page 7 of 65 z x • Load not shown applied uniformly over platform: Grating Dead Load = 8 psf Live Load = 20 psf Snow Load = 25 psf Vector AMW Equipment Platform SK-2 July 22, 2014 at 11:11 AM Interrub; U1194-339-141 SEA Interrub Platform.r3d Page 8 of 65 Y z x Loads: BLC 2, WLZ (Wind Z) Vector AMW Equipment Platform SK-3 July 22, 2014 at 11:11 AM Interrub; U1194-339-141 SEA Interrub Platform.r3d Page 9 of 65 z Loads: BLC 3, WLX (Wind X) Vector AMW Equipment Platform SK-4 July 22, 2014 at 11:12 AM Interrub; U1194-339-141 SEA Interrub Platform.r3d Company : Vector Designer AMW Job Number : Interrub; U1194-339-141 r e c N H o L o G I e s Model Name : Equipment Platform Page 10 of 65 July 22, 2014 Checked By: BDV Global Display Sections for Member Calcs 2 Max Internal Sections for Member Calcs 100 Include Shear Deformation? Yes Include Warping? Yes Trans Load Btwn Intersecting Wood Wall? Yes Increase Nailing Capacity for Wind? Yes Area Load Mesh (in^2) 144 Merge Tolerance (in) .12 P-Delta Analysis Tolerance 0.50% Include P-Delta for Walls? Yes Automaticly Iterate Stiffness for Walls? Yes Maximum Iteration Number for Wall Stiffness3 Gravity Acceleration (ft/secA2) 32.2 Wall Mesh Size (in) 12 Eigensolution Convergence Tol. (1.E-) 4 Vertical Axis Y Global Member Orientation Plane XZ Static Solver Sparse Accelerated Dynamic Solver Accelerated Solver Hot Rolled Steel Code AISC 14th(360-10): LRFD Adjust Stiffness? Yes(Iterative) RISAConnection Code AISC 14th(360-10): LRFD Cold Formed Steel Code AISI S100-07: LRFD Wood Code None Wood Temperature < 100F Concrete Code ACI 318-11 Masonry Code ACI 530-08: ASD Aluminum Code AA ADM1-05: ASD - Building Number of Shear Regions 4 Region Spacing Increment (in) 4 Biaxial Column Method Exact Integration Parme Beta Factor (PCA) .65 Concrete Stress Block Rectangular Use Cracked Sections? Yes Use Cracked Sections Slab? No Bad Framing Warnings? No Unused Force Warnings? Yes Min 1 Bar Diam. Spacing? No Concrete Rebar Set REBAR SET ASTMA615 Min % Steel for Column 1 Max % Steel for Column 8 RISA-3D Version 12.0.0 [N:\...\...\...\Eng\SEA Interrub Platform.r3d] Page 1 Company : Vector Designer: AMW Job Job Number : Interrub; U1194-339-141 r c c e N o 1. o a I e s Model Name : Equipment Platform Page 11 of 65 July 22, 2014 Checked By: BDV Global. Continued Seismic Code ASCE 7-10 Seismic Base Elevation (ft) Not Entered Add Base Weight? Yes Ct Z .02 Ct X .02 T Z (sec) Not Entered T X (sec) Not Entered RZ 3 RX 3 Ct Exp. Z .75 Ct Exp. X .75 SD1 1 SDS 1 S1 1 TL (sec) 5 Risk Cat I or II Seismic Detailing Code ASCE 7-05 Om Z 1 Om X 1 Rho Z 1 Rho X 1 Hot Rolled Steel Properties Nu Rt 1 A36 Gr.36 29000 11154 .3 .65 490 36 1.5 58 1.2 2 A572 Gr.50 29000 11154 .3 .65 490 50 1.1 65 1.1 3 A992 29000 11154 .3 .65 490 50 1.1 65 1.1 4 A500 Gr.42 29000 11154 .3 .65 490 42 1.4 58 1.3 5 A500 Gr.46 29000 11154 .3 .65 490 46 1.4 58 1.3 6 A53 Gr. B 29000 11154 .3 .65 490 35 1.5 60 1.2 Hot Rolled Steel Section Sets Material 1 Platform Beam W12x35 Beam Wide Flange A992 Typical 10.3 24.5' 285 .741 2 Stub Column PIPE 5.0 Column Pipe A53 Gr. B Typical 4.01 14.3 14.3 28.6 3 Platform W Joist W12x14 Beam Wide Flange A992 Typical 4.16 2.36 88.6 .07 4 Screen Column HSS4x4x3 Column SquareTube A500 Gr.46 Typical 2.58 6.21 6.21 10 5 Screen Girt L3x3x3 Beam Single Angle A36 Gr.36 Typical 1.09 .948 .948 .014 6 Platform Channel Joist C6x8.2 Beam Channel A36 Gr.36 Typical 2.39 .687 13.1 .074 Hot Rolled Steel Design Parameters K77 1 M1 Platform Be... 30 5.33 5.33 Lateral 2 M2 Platform Be... 30 5.33 5.33 5.33 5.33 Lateral 3 M3 Stub Column 1.5 Lateral 4 M4 Stub Column 1.5 Lateral 5 M5 Stub Column 1.5 Lateral 6 M6 Stub Column 1.5 Lateral 7 M13 Platform W ... 11 Lateral 8 M 14 Platform W ... 11 Lateral 9 M16 Platform W ... 11 Lateral 10 M17 Screen Col... 6.1 Lateral 11 M18 Screen Col... 6.1 Lateral RISA-3D Version 12.0.0 [N:\...\...\...\Eng\SEA Interrub Platform.r3d] Page 2 hgRES T E C H M O L 0 0 1 Company : Vector Designer : AMW Job Number : Interrub; U1194-339-141 s Model Name : Equipment Platform Page 12 of 65 July 22, 2014 Checked By: BDV Hot Rolled Steel Design Parameters (Continued) Label Shape Lenathfftl Lbvvfftl Lbzzfftl Lcomn tnnrftl Lcomn botlftl L- 12 M19A Screen Cot.. 6.1 Lateral 13 M20A Screen CoI... 6.1 Lateral 14 M21A Screen Col... 6.1 Lateral 15 M22A Screen Col... 6.1 Lateral 16 M23A Screen CoI... 6.1 Lateral 17 M24A Screen Col... 6.1 Lateral 18 M25 Screen Col... 6.1 Lateral 19 M26 Screen Col... 6.1 Lateral 20 M27 Screen Col... 6.1 Lateral 21 M28 Screen Col... 6.1 Lateral 22 M29 Screen Col... 6.1 Lateral 23 M30 Screen Col... 6.1 Lateral 24 M158 Platform W ... 11 Lateral 25 M159 Platform W ... 11 Lateral 26 M160 Platform W ... 11 Lateral 27 M154A Platform Ch.. 5.25 Lateral 28 M155A Platform Ch.., 5.167 Lateral 29 M156A Platform Ch.. 5.167 Lateral 30 M157A Platform Ch.. 5.167 Lateral 31 M158A Platform Ch.. 5.25 Lateral 32 M159A Platform Ch.. 5.25 Lateral 33 M160A Platform Ch.. 5.167 Lateral 34 M161 Platform Ch.. 5.167 Lateral 35 M162 Platform Ch.. 5.167 Lateral 36 M163 Platform Ch.. 5.25 Lateral 37 M109A Screen Girt 5.5 Lateral 38 M110A Screen Girt 5.5 Lateral 39 M111 Screen Girt 5.5 Lateral 40 M112 Screen Girt 5.5 Lateral 41 M113 Screen Girt 5.5 Lateral 42 M114 Screen Girt 5.5 Lateral 43 M115 Screen Girt 5.5 Lateral 44 M116 Screen Girt 5.5 Lateral 45 M117 Screen Girt 5.25 Lateral 46 M118 Screen Girt 5.167 Lateral 47 M119 Screen Girt 5.167 Lateral 48 M120 Screen Girt 5.167 Lateral 49 M121 Screen Girt 5.25 Lateral 50 M122 Screen Girt 5.25 Lateral 51 M123 Screen Girt 5.167 Lateral 52 M124 Screen Girt 5.167 Lateral 53 M125 Screen Girt 5.167 Lateral 54 M126 Screen Girt 5.25 Lateral 55 M127 Screen Girt 5.25 Lateral 56 M128 Screen Girt 5.167 Lateral 57 M129 Screen Girt 5.167 Lateral 58 M130 Screen Girt 5.167 Lateral 59 M131 Screen Girt 5.25 Lateral 60 M132 Screen Girt 5.25 Lateral 61 M133 Screen Girt 5.167 Lateral 62 M134 Screen Girt 5.167 Lateral 63 M135 Screen Girt 5.167 Lateral 64 M136 Screen Girt 5.25 Lateral 65 M137 Screen Girt 5.25 Lateral 66 M138 Screen Girt 5.167 Lateral 67 M139 Screen Girt 5.167 Lateral 68 M140 Screen Girt 5.167 Lateral RISA-3D Version 12.0.0 [N:\...\...\...\Eng\SEA Interrub Platform.r3d] Page 3 BeeRas TECHNOLOGIES Company : Vector Designer : AMW Job Number : Interrub; U1194-339-141 Model Name : Equipment Platform Page 13 of 65 July 22, 2014 Checked By: BDV Hot Rolled Steel Design Parameters (Continued) Label Shape Lenathfftl Lbvvfftl Lbzzfftl Lcomp topfftl Lcomp botfftl L- K77 69 M141 Screen Girt 5.25 Lateral 70 M142 Screen Girt 5.25 Lateral 71 M143 Screen Girt 5.167 Lateral 72 M144 Screen Girt 5.167 Lateral 73 M145 Screen Girt 5.167 Lateral 74 M146 Screen Girt 5.25 Lateral 75 M147 Screen Girt 5.25 Lateral 76 M148 Screen Girt 5.167 Lateral 77 M149 Screen Girt 5.167 Lateral 78 M150 Screen Girt 5.167 Lateral 79 M151 Screen Girt 5.25 Lateral 80 M152 Screen Girt 5.25 Lateral 81 M153 Screen Girt 5.167 Lateral 82 M154 Screen Girt 5.167 Lateral 83 M155 Screen Girt 5.167 Lateral 84 M156 Screen Girt 5.25 Lateral 85 M157 Screen Girt 5.5 Lateral 86 M158B Screen Girt 5.5 Lateral 87 M159B Screen Girt 5.5 Lateral 88 M160B Screen Girt 5.5 Lateral 89 M161A Screen Girt 5.5 Lateral 90 M162A Screen Girt 5.5 Lateral 91 M163A Screen Girt 5.5 Lateral 92 M164 Screen Girt 5.5 Lateral Joint Coordinates and Temperatures L 1 N1 0 0 0 0 2 N2 30 0 0 0 3 N3 0 0 11 0 4 N4 30 0 11 0 5 N5 2 0 0 0 6 N6 2 0 11 0 7 N7 28 0 0 0 8 N8 28 0 11 0 9 N9 0 -1.5 0 0 10 N10 30 -1.5 0 0 11 N11 0 -1.5 11 0 12 N12 30 -1.5 11 0 13 N15 7.25 0 0 0 14 N16 7.25 0 11 0 15 N17 2 0 7.333333 0 16 N18 2 0 3.666667 0 17 N19 7.25 0 7.333333 0 18 N20 7.25 0 3.666667 0 19 N23 28 0 7.333333 0 20 N24 28 0 3.666667 0 21 N1066 2 0 5.5 0 22 N1164 28 0 5.5 0 23 N1213 2 6.1 0 0 24 N1214A 2 6.1 11 0 25 N1215 28 6.1 0 0 26 N1216A 28 6.1 11 0 27 N1217 2 6.1 5.5 0 28 N1218A 27.998 6.1 5.5 0 RISA-3D Version 12.0.0 [N:\...\...\...\Eng\SEA Interrub Platform.r3d] Page 4 Company : Vector EEOROS Designer : AMW Job Number : Interrub; U1194-339-141 r e c x H o L o s 1 t s Model Name : Equipment Platform Page 14 of 65 July 22, 2014 Checked By: BDV Joint Coordinates and Temperatures (Continued) Temp rF1 29 N1221 7.25 6.1 -0 0 -v ~- - r 30 N1222A 7.25 6.1 11 0 31 N1223 12.4167 0 0 0 32 N1224A 12.4167 0 11 0 33 N1225 12.4167 6.1 0 0 34 N1226A 12.4167 6.1 11 0 35 N1227 17.5834 0 0 0 36 N1228A 17.5834 0 11 0 37 N1229 17.5834 6.1 0 0 38 N1230A 17.5834 6.1 11 0 39 N1231 22.7501 0 0 0 40 N1232A 22.7501 0 11 0 41 N1233 22.7501 6.1 0 0 42 N1234A 22.7501 6.1 11 0 43 N1235A 2 4.1 0 0 44 N1236 2 4.1 11 0 45 N1237A 28 4.1 0 0 46 N1238 28 4.1 11 0 47 N1239A 2 4.1 5.5 0 48 N1240 27.998656 4.1 5.5 0 49 N1241A 7.25 4.1 0 0 50 N1242 7.25 4.1 11 0 51 N1243A 12.4167 4.1 0 0 52 N1244 12.4167 4.1 11 0 53 N1245A 17.5834 4.1 0 0 54 N1246 17.5834 4.1 11 0 55 N1247A 22.7501 4.1 0 0 56 N1248 22.7501 4.1 11 0 57 N1249A 2 2.1 0 0 58 N1250 2 2.1 11 0 59 N1251A 28 2.1 0 0 60 N1252 28 2.1 11 0 61 N1253A 2 2.1 5.5 0 62 N1254 27.999311 2.1 5.5 0 63 N1255A 7.25 2.1 0 0 64 N1256 7.25 2.1 11 0 65 N1257A 12.4167 2.1 0 0 66 N1258 12.4167 2.1 11 0 67 N1259A 17.5834 2.1 0 0 68 N1260 17.5834 2.1 11 0 69 N 1261 A 22.7501 2.1 0 0 70 N1262 22.7501 2.1 11 0 71 N1263A 2 .35 0 0 72 N1264 2 .35 11 0 73 N1265A 28 .35 0 0 74 N1266 28 .35 11 0 75 N1267A 2 .35 5.5 0 76 N1268A 27.999885 .35 5.5 0 77 N1269 7.25 .35 0 0 78 N1270 7.25 .35 11 0 79 N1271 12.4167 .35 0 0 80 N1272 12.4167 .35 11 0 81 N1273 17.5834 .35 0 0 82 N1274A 17.5834 .35 11 0 83 N1275A 22.7501 .35 0 0 84 N1276 22.7501 .35 11 0 85 N1278 2 -1 11.5 0 RISA-3D Version 12.0.0 [N:\...\...\...\Eng\SEA Interrub Platform.r3d] Page 5 Company : Vector EgoRos Designer : AMW Job Number : Interrub; U1194-339-141 TECHNOLOGIES Model Name : Equipment Platform Page 15 of 65 July 22, 2014 Checked By: BDV Joint Coordinates and Temperatures (Continued) X fftl 7 rftl 86 N1280 28 -1 11.5 0 87 N1281A 2 6.1 -.5 0 88 N1282 28 6.1 -.5 0 89 N1283A 7.25 6.1 -.5 0 90 N1284 12.4167 6.1 -.5 0 91 N1285A 17.5834 6.1 -.5 0 92 N1286 22.7501 6.1 -.5 0 93 N1287A 2 4.1 -.5 0 94 N1288 28 4.1 -.5 0 95 N1289A 7.25 4.1 -.5 0 96 N1290 12.4167 4.1 -.5 0 97 N1291A 17.5834 4.1 -.5 0 98 N1292 22.7501 4.1 -.5 0 99 N1293A 2 2.1 -.5 0 100 N1294 28 2.1 -.5 0 101 N1295A 7.25 2.1 -.5 0 102 N1296 12.4167 2.1 -.5 0 103 N1297A 17.5834 2.1 -.5 0 104 N1298 22.7501 2.1 -.5 0 105 N1299A 2 .35 -.5 0 106 N1300 28 .35 -.5 0 107 N1301A 7.25 .35 -.5 0 108 N1302 12.4167 .35 -.5 0 109 N1303A 17.5834 .35 -.5 0 110 N1304 22.7501 .35 -.5 0 111 N1305A 1.5 6.1 0 0 112 N1306A 1.5 6.1 11 0 113 N1307 1.5 6.1 5.5 0 114 N1308A 1.5 4.1 0 0 115 N1309 1.5 4.1 11 0 116 N 1310A 1.5 4.1 5.5 0 117 N1311 1.5 2.1 0 0 118 N1312A 1.5 2.1 11 0 119 N1313 1.5 2.1 5.5 0 120 N1314A 1.5 .35 0 0 121 N1315 1.5 .35 11 0 122 N1316A 1.5 .35 5.5 0 123 N1317 28.5 6.1 0 0 124 N1318A 28.5 6.1 11 0 125 N1319 28.5 6.1 5.5 0 126 N1320A 28.5 4.1 0 0 127 N1321 28.5 4.1 11 0 128 N1322A 28.5 4.1 5.5 0 129 N1323 28.5 2.1 0 0 130 N1324A 28.5 2.1 11 0 131 N1325 28.5 2.1 5.5 0 132 N1326A 28.5 .35 0 0 133 N1327 28.5 .35 11 0 134 N1328A 28.5 .35 5.5 0 135 N1329 2 6.1 11.5 0 136 N1330A 28 6.1 11.5 0 137 N1331 7.25 6.1 11.5 0 138 N1332A 12.4167 6.1 11.5 0 139 N1333 17.5834 6.1 11.5 0 140 N1334A 22.7501 6.1 11.5 0 141 N1335 2 4.1 11.5 0 142 N1336A 28 4.1 11.5 0 RISA-3D Version 12.0.0 [N:\...\...\...\Eng\SEA Interrub Platform.r3d] Page 6 ihRiS - Mod TECHNOLOGIES el Name Company Designer Job Number : Vector : AMW : Interrub; U1194-339-141 : Equipment Platform Page 16 of 65 July 22, 2014 Checked By: BDV Joint Coordinates and Temperatures (Continued) • 143 N1337 "•"• 7.25 . .., 4.1 �..•1 11.5 Iclilr 11 0 ✓GlglrllI IVIII VI.. 144 N1338A 12.4167 4.1 11.5 0 145 N1339A 17.5834 4.1 11.5 0 146 N1340 22.7501 4.1 11.5 0 147 N1341A 2 2.1 11.5 0 148 N1342 28 2.1 11.5 0 149 N1343A 7.25 2.1 11.5 0 150 N1344 12.4167 2.1 11.5 0 151 N1345A 17.5834 2.1 11.5 0 152 N1346 22.7501 2.1 11.5 0 153 N1347A 2 .35 11.5 0 154 N1348 28 .35 11.5 0 155 N1349A 7.25 .35 11.5 0 156 N1350 12.4167 .35 11.5 0 157 N 1351 A 17.5834 .35 11.5 0 158 N1352 22.7501 .35 11.5 0 159 N1353A 1.5 -1 11 0 160 N168 12.4167 0 7.333333 0 161 N169 12.4167 0 3.666667 0 162 N168A 17.5834 0 7.333333 0 163 N169A 17.5834 0 3.666667 0 164 N170 22.7501 0 7.333333 0 165 N171 22.7501 0 3.666667 0 166 N166 1.5 -1 0 0 167 N173 2 -1.75 5.5 0 168 N174 28 -1.75 5.5 0 Joint Loads and Enforced Displacements Joint Label L.D.M Direction Magnitude[(Ib.Ib-ft), (in.rad) (Ib*s^2/ft Ib*s^2... No Data to Print ... Member Distributed Loads (BLC 2 : WLZ (Wind Z)) 1 Member Label Direction Start Magnitude[Ib/ft.F] End Magnitude[Ib/ft,... Start Location[ft.%] M2 -39.1 -39.1 2 End Location[ft,%] 28 Member Distributed Loads (BLC 3 : WLX (Wind X)) 1 Member Label Direction Start Magnitude[Ib/ft,FL End Magnitude[Ib/ft,... Start Location[ft,%] 39.1 M13 X 39.1 Member Distributed Loads (BLC 6 : Equipment Dead Load) 0 Member Label Direction Start Maonitude(Ib/ft,F1 End Magnitudeflb/ft .. Start Locationfft End Location[ft,%] 100 0 1 M154A Y -250 -250 3.5 %100 2 M155A Y -250 -250 0 .25 3 M155A Y -392 -392 1 %100 4 M 156A Y -392 -392 0 .5 5 M156A Y -363 -363 1.33 %100 6 M157A Y -363 -363 0 2.166 7 M157A Y -1300 -1300 3 %100 8 M158A Y -1300 -1300 0 3.833 Member Distributed Loads (BLC 7 : BLC 1 Transient Area Loads) Member Label Direction Start Magnitude[Ib/ft,F] End Magnitude[Ib/ft,... Start Location[ft,%] End Location[ft,%] RISA-3D Version 12.0.0 [N:\...\...\...\Eng\SEA Interrub Platform.r3d] Page 7 BEEROSCompany : Vector � Designer : AMW / Job Number :Interrub; U1194-339-141 TECHNOLOGIES Model Name : Equipment Platform Page 17 of 65 July 22, 2014 Checked By: BDV Member Distributed Loads (BLC 7 : BLC 1 Transient Area Loads) (Continued) 0 0 -17.6 -17.6 2 28 2 M2 Y -17.6 -17.6 2 28 3 M154A Y -26.4 -26.4 1.665e-16 5 4 M155A Y -27.789 -27.789 0 4.75 5 M156A Y -30.658 -30.658 0 5.167 6 M157A Y -27.789 -27.789 .417 5.167 7 M158A Y -26.4 -26.4 .25 5.25 8 M159A Y -26.4 -26.4 3.331e-16 5 9 M160A Y -27.789 -27.789 0 4.75 10 M161 Y -30.658 -30.658 0 5.167 11 M162 Y -27.789 -27.789 .417 5.167 12 M163 Y -26.4 -26.4 .25 5.25 Member Distributed Loads (BLC 8 : BLC 4 Transient Area Loads) Member Label Direction Start Magnitudeflb/ft Fl End Magnitudellb/ft Start Locationfft 0 1 M1 Y -44 -44 2 V 28 2 M2 Y -44 -44 2 28 3 M154A Y -66 -66 1.665e-16 5 4 M155A Y -69.474 -69.474 0 4.75 5 M156A Y -76.645 -76.645 0 5.167 6 M157A Y -69.472 -69.472 .417 5.167 7 M158A Y -66 -66 .25 5.25 8 M159A Y -66 -66 3.331e-16 5 9 M 160A Y -69.474 -69.474 0 4.75 10 M161 Y -76.645 -76.645 0 5.167 11 M162 Y -69.472 -69.472 .417 5.167 12 M163 Y -66 -66 .25 5.25 Member Distributed Loads (BLC 9 : BLC 5 Transient Area Loads) 0 0 1 M1 Y -55 -55 2 28 2 M2 Y -55 -55 2 28 3 M154A Y -82.5 -82.5 1.665e-16 5 4 M155A Y -86.842 -86.842 0 4.75 5 M156A Y -95.806 -95.806 0 5.167 6 M157A Y -86.84 -86.84 .417 5.167 7 M158A Y -82.5 -82.5 .25 5.25 8 M159A Y -82.5 -82.5 3.331e-16 5 9 M 160A Y -86.842 -86.842 0 4.75 10 M161 Y -95.806 -95.806 0 5.167 11 M162 Y -86.84 -86.84 .417 5.167 12 M163 Y -82.5 -82.5 .25 5.25 Member Distributed Loads (BLC 10 : BLC 3 Transient Area Loads) Member Label Direction Start Magnitudeflb/ft Fl End Magnitudeflb/ft Start Locationfft 0 1 M109A X 27.761 27.761 4.441e-16 5.5 2 M110A X 27.761 27.761 2.22e-16 5.5 3 M111 X 83.283 83.283 8.882e-16 5.5 4 M112 X 83.283 83.283 3.331e-16 5.5 5 M113 X 83.283 83.283 2.776e-16 5.5 6 M114 X 83.283 83.283 6.106e-16 5.5 7 M 115 X 83.283 83.283 4.441e-16 5.5 8 M116 X 83.283 83.283 4.441e-16 5.5 RISA-3D Version 12.0.0 [N:\...\...\...\Eng\SEA Interrub Platform.r3d] Page 8 T£ C N M 0 l 0 0 1 f. Company : Vector Designer : AMW Job Number : Interrub; U1194-339-141 Model Name : Equipment Platform Page 18 of 65 July 22, 2014 Checked By: BDV Member Distributed Loads (BLC 11 : BLC 2 Transient Area Loads) 0 0 1 M137 Z 3 -27.761 _.._._._,...----._....... -27.761 _._.._.,_.......,,...,., 8.882e-16 5.056 2 M138 Z -28.871 -28.871 0 4.861 3 M139 Z -31.044 -31.044 0 5.167 4 M140 Z -28.871 -28.871 .305 5.167 5 M141 Z -27.761 -27.761 .194 5.25 6 M142 Z -83.283 -83.283 6.106e-16 5.056 7 M143 Z -86.614 -86.614 0 4.861 8 M144 Z -93.133 -93.133 0 5.167 9 M145 Z -86.613 -86.613 .305 5.167 10 M146 Z -83.283 -83.283 .194 5.25 11 M147 Z -83.283 -83.283 9.437e-16 5.056 12 M148 Z -86.614 -86.614 0 4.861 13 M149 Z -93.133 -93.133 0 5.167 14 M150 Z -86.613 -86.613 .305 5.167 15 M151 Z -83.283 -83.283 .194 5.25 16 M152 Z -83.283 -83.283 2.22e-16 5.056 17 M153 Z -86.614 -86.614 0 4.861 18 M154 Z -93.133 -93.133 0 5.167 19 M155 Z -86.613 -86.613 .305 5.167 20 M156 Z -83.283 -83.283 .194 5.25 Member Point Loads (BLC 6 : Equipment Dead Load) 0 1 M2 Y -150 11 2 M2 Y -150 19 Member Area Loads (BLC 1 : DL (Dead)) 1 Joint A N6 Joint B N5 Joint C N7 Joint D N8 Direction Y Distribution A-B Maonitude[ps___]f -8 Member Area Loads (BLC 2 : WLZ (Wind Z)) 1 Joint A Joint B Joint C Joint D Direction Distribution N1278 N1329 N1330A N1280 A-B Magnitudefpsfl -39.1 Member Area Loads (BLC 3 : WLX (Wind X)) Joint A Joint B Joint C Joint D Direction 1 I N166 N1305A N1306A N1353A X Distribution A-B Magnitudefpsfl 39.1 Member Area Loads (BLC 4 : RLL (Roof Live)) 1 Joint A Joint B Joint C Joint D Direction Distribution N6 N5 N7 N8 A-B Magnitudefpsfl -20 Member Area Loads (BLC 5 : SL (Snow Load)) 1 Joint A Joint B Joint C Joint D Direction Distribution N6 N5 N7 N8 A-B Magnitudefpsfl -25 Basic Load Cases 1 BLC Description DL (Dead) Category DL X Gravity Y Gravity Z Gravity Joint Point Distrib..Area(M... Surface... -1 1 2 WLZ (Wind Z) WLZ 1 1 RISA-3D Version 12.0.0 [N:\...\...\...\Eng\SEA Interrub Platform.r3d] Page 9 9BeRas TECHNOLOGIES Company : Vector Designer : AMW Job Number : Interrub; U1194-339-141 Model Name : Equipment Platform Page 19 of 65 July 22, 2014 Checked By: BDV Basic Load Cases (Continued) BL X Gravity Y Gravity 7 Gravity Joint 3 WLX (Wind X) WLX 1...... 1 ...4 , ... 4 RLL (Roof Live) RLL 1 5 SL (Snow Load) SL 1 6 Equipment Dead Load DL 2 8 7 BLC 1 Transient Area Loads None 12 8 BLC 4 Transient Area Loads None 12 g BLC 5 Transient Area Loads None 12 10 BLC 3 Transient Area Loads None 8 11 BLC 2 Transient Area Loads None 20 Load Combinations Descriot 1 1.4D Yes Y DL 1.4 2 1.2D+0.5Lr Yes Y DL 1.2 RLL .5 3 1.2D+0.5S Yes Y DL 1.2 SL .5 4 1.2D+1.6Lr+0.5Wx Yes Y DL 1.2 RLL 1.6 W... .5 5 1.2D+1.6S+0.5Wx Yes Y DL 1.2 SL 1.6 W... .5 6 1.2D+1.01Nx+0.5Lr Yes Y DL 1.2 WLX 1 RLL ,5 7 1.2D+1.0Wx+0.5S Yes Y DL 1.2 WLX 1 SL .5 8 0.9D+1.0Wx Yes Y DL .9 WLX 1 9 1.2D+1.6Lr-0.5Wx Yes Y DL 1.2 RLL 1.6 W.•• -.5 10 1.2D+1.6S-0.5Wx Yes Y DL 1.2 SL 1.6 w... -.5 11 1.2D-1.0Wx+0.5Lr Yes Y DL 1.2 WLX -1 RLL ,5 12 1.2D-1.0Wx+0.5S Yes Y DL 1.2 WLX -1 SL .5 13 0.9D-1.0Wx Yes Y DL .9 WLX -1 14 1.2D+1.6Lr+0.5Wz Yes Y DL 1.2 RLL 1.6 w... .5 15 1.2D+1.6S+0.5Wz Yes Y DL 1.2 SL 1.6 W... .5 16 1.2D+1.0Wz+0.5Lr Yes Y DL 1.2 WLZ 1 RLL .5 17 1.2D+1.0Wz+0.5S Yes Y DL 1.2 WLZ 1 SL .5 18 0.9D+1.0Wz Yes Y DL .9 WLZ 1 19 1.2D+1.6Lr-0.5Wz Yes Y DL 1.2 RLL 1.6 w... -.5 20 1.2D+1.6S-0.5Wz Yes Y DL 1.2 SL 1.6 W... -.5 21 1.2D-1.0Wz+0.5Lr Yes Y DL 1.2 WLZ -1 RLL .5 22 1.2D-1.0Wz+0.5S Yes Y DL 1.2 WLZ -1 SL .5 23 0.9D-1.0Wz Yes Y DL .9 WLZ -1 24 1.0 Dead Y DL 1 25 1.0 Snow Y SL 1 26 1.0 Roof Live Y RLL 1 27 1.0 Wind X Y W..• 1 28 1.0 Wind Z Y W•• 1 Envelope Member Section Forces 1 M1 1 m... 911.923 12 8931.624 15 2073.256 17 0 1 0 1 0 1 2 min -910.89 8 3386.41 23 -2065.579 23 0 1 0 1 0 1 3 2 m•.. 831.008 7-5723.201 23 2066.597 23 0 1 0 1 0 1 4 min -830.456 13-12047.584 15 -2071.707 17 0 1 0 1 0 1 5 M2 1 m... 911.643 12 7425.883 20 2044.938 18 0 1 0 1 0 1 6 min -910.779 8 2251.63 18 -2052.535 22 0 1 0 1 0 1 7 2 m••• 831.283 7-3419.973 18 2051.177 22 0 1 0 1 0 1 8 min -830.542 13 -8984.025 20 -2046.098 18 0 1 0 1 0 1 9 M3 1 m... 7425.872 20 913.381 12 2047.62 17 0 1 0 1 0 1 10 min 2251.627 18 -912.322 7-2056.965 22 0 1 0 1 0 1 11 2 m... 7450.433 20 913.381 12 2047.62 17 0 1 3071.429 17 1368.483 7 RISA-3D Version 12.0.0 [N:\...\...\...\Eng\SEA Interrub Platform.r3d] Page 10 TECHNOLOGIES Company Designer Job Number Model Name : Vector : AMW : Interrub; U1194-339-141 : Equipment Platform Page 20 of 65 July 22, 2014 Checked By: BDV Envelope Member Section Forces (Continued) Memb.. Sec 12 min 2270.048 18 -912.322 7 -2056.965 22 0 1 -3085.448 22 -1370.072 12 13 M4 1 m... 8931.607 15 914.167 12 2078.879 17 0 1 0 1 0 1 14 min 3386.406 23-912.966 7-2069.402 22 0 1 0 1 0 1 15 2 m... 8956.168 15 914.167 12 2078.879 17 0 1 3118.318 17 1369.449 7 16 min 3404.827 23-912.966 7 -2069.402 22 0 1 -3104.103 22 -1371.25 12 17 M5 1 m... 12047.569 15 833.039 12 2079.718 17 0 1 0 1 0 1 18 min 5723.197 23-834.011 7-2073.146 22 0 1 0 1 0 1 19 2 m... 12072.13 15 833.039 12 2079.718 17 0 1 3119.578 17 1251.017 7 20 min 5741.618 23-834.011 7 -2073.146 22 0 1 -3109.719 22 -1249.559 12 21 M6 1 m••• 8984.013 20 832.207 12 2050.345 17 0 1 0 1 0 1 22 min 3419.969 18-833.346 7-2056.783 22 0 1 0 1 0 1 23 2 m... 9008.574 20 832.207 12 2050.345 17 0 1 3075.518 17 1250.019 7 24 min 3438.389 18-833.346 7 -2056.783 22 0 1 -3085.175 22 -1248.31 12 25 M13 1 m... 339.06 18 820.639 5 95.38 12 16.69 13 0 1 2922.815 22 26 min -418.164 22 -140.59 13 -91.837 8 -20.19 7 0 1 -2738.246 18 27 2 m... 338.507 18 95.774 13 91.837 8 0 1 0 1 1340.595 17 28 min -417.615 22-880.096 5 -95.38 12 0 1 0 1 -864.782 23 29 M14 1 m... 876.601 17 1532.752 20 94.53 13 0 1 0 1 3169.108 21 30 min -847.672 23 317.683 18 -91.422 8 0 1 0 1 -3107.646 18 31 2 m•.. 876.883 17 -637.498 23 91.422 8 0 1 0 1 501.201 23 32 min -847.814 23 -1960.817 15 -94.53 13 0 1 0 1 -497.313 17 33 M16 1 m... 356.313 18 1484.472 20 98.217 13 4.992 7 0 1 2761.173 22 34 min -395.006 22 367.827 18 -97.491 8 -.679 13 0 1 -2858.603 18 35 2 m... 355.627 18 -953.62 23 97.491 8 0 1 0 1 1209.74 17 36 min -394.269 22 -2242.285 15 -98.217 13 0 1 0 1 -961.633 23 37 M17 1 m... 585.289 12 1143.082 8 929.122 18 .146 6 2940.89 22 3928.628 8 38 min -204.424 8 -1143.404 11 -989.923 22 -18.722 22 -2696.642 18 -3957.414 11 39 2 m... 162.758 12 266.173 7 147.272 18 .035 6 40.872 22 64.286 8 40 min -101.116 8 -265.282 11 -156.808 22 -2.973 22 -21.098 18 -70.495 12 41 M18 1 m... 914.376 6 793.384 7 .594 6 0 12 1.504 12 20.19 7 42 min -611.7 13 -757.59313 -.377 12 0 1 -2.222 6 -16.69 13 43 2 m... 286.249 6 226.093 11 .195 6 0 1 0 1 118.703 13 44 min -234.759 13-221.828 8 -.142 12 0 12 0 1 -148.687 7 45 M 19A 1 m... 620.159 12 1142.836 8 391.162 17 7.421 17 869.429 23 3927.284 8 46 min -178.368 8 -1141.005 11 -283.412 23 -.155 12 -1324.343 17 -3954.164 11 47 2 m... 172.793 12 266.172 7 83.399 17 1.557 17 7.623 23 64.136 8 48 min -93.604 8 -264.64511 -58.498 23 -.036 12 -38.08 17 -71.624 12 49 M20A 1 m... 473.801 22 43.514 6 951.444 18 18.244 22 2801.069 22 46.752 16 50 min -53.045 18 -28.002 13 -959.438 22 -.003 13 -2800.586 18 26.719 23 51 2 m... 94.506 22 8.327 13 158.086 16 2.977 16 38.784 22 12.004 12 52 min -30.22 18 -10.706 7 -144.666 23 -.002 6 -22.926 18 1.574 8 53 M21A 1 m... 134.471 11 93.539 7 -.037 23 0 16 .473 1 4.992 7 54 min 58.983 8 -53.598 13 -.139 1 0 23 .125 23 -.679 13 55 2 m... 30.842 6 17.092 13 -.004 13 0 17 0 1 2.08 13 56 min -2.677 13 -20.002 7 -.038 6 0 23 0 1 -16.628 6 57 M22A 1 m... 507.122 17 41.517 6 368.737 17 .013 7 950.076 23 43.687 21 58 min 8.822 23 -28.954 13 -299.765 23 -7.08 17 -1215.136 17 25.457 15 59 2 m... 95.322 17 8.014 13 71.918 17 .002 12 7.695 23 12.806 12 60 min -5.311 23 -11.241 7 -66.949 23 -1.294 17 -38.11 17 2.148 8 61 M23A 1 m••• 305.475 16 1.962 17 1324.431 17 .003 7 3164.407 21 6.226 17 62 min -80.569 23 -.454 22 -1300.262 23 -17.802 17 -3126.133 17 -1.132 23 63 2 m... 59.847 16 .456 17 91.904 18 0 8 29.539 16 0 1 64 min -24.828 23 -.087 23 -96.673 22 -1.315 22 -12.509 23 0 1 65 M24A 1 m••. 223.927 21 2.029 22 181.649 23 .004 7 496.003 17 5.664 22 66 min -25.398 18 -.193 18 -217.671 17 -2.927 17 -505.238 23 .357 18 67 2 m... 26.696 21 .343 20 22.503 22 0 8 -2.44 18 0 1 68 min 3.688 18 .083 18 -17.63 18 -.307 22 -12.744 21 0 1 RISA-3D Version 12.0.0 [N:\...\...\...\Eng\SEA Interrub Platform.r3d] Page 11 il S RI TECHNOLOGIES Company : Vector Designer : AMW Job Number : Interrub; U1194-339-141 Model Name : Equipment Platform Page 21 of 65 July 22, 2014 Checked By: BDV Envelope Member Section Forces (Continued) Memb... Sec Axialflbl LC v Shearflbl LC z Shear[Ibl LC Torqueflb-ftl LC v-v Momentflb-ftl LC z- 69 M25 1 r... 186.638 16 .537 15 1362.028 17 .001 10 3354.157 23 - 1 6-19 y 15 70 min 50.56 23 .102 23 -1341.567 23 -6.634 17 -3420.955 17 .241 23 71 2 m••• 29.585 16 .105 17 127.601 17 0 5 14.298 16 0 1 72 min -6.396 23 .003 23 -111.309 23 -.62 17 -3.655 23 0 1 73 M26 1 m... 209.493 21 .802 22 117.449 23 .002 10 638.418 17 2.62 22 74 min 10.651 18 .028 18 -151.274 17 -.74 17 -498.142 23 -.189 18 75 2 m... 39.399 21 .193 22 38.211 23 0 5 12.452 18 0 1 76 min -24.625 18 -.058 17 -63.661 17 -.311 17 -19.422 21 0 1 77 M27 1 m••• 148.771 16 -.034 23 1425.343 17 6.963 17 3196.425 23 -.072 23 78 min 21.92 23 -.336 15 -1294.938 23 -.003 1 -3635.561 17 -1.07 15 79 2 m... 25.858 16 .002 23 137.952 17 .673 17 12.522 16 0 1 80 min -9.319 23 -.075 15 -103.461 23 0 1 -4.895 23 0 1 81 M28 1 m... 158.793 21 .062 18 53.065 23 1.158 17 949.638 17 .426 17 82 min -27.447 18 -.428 22 -237.599 17 -.128 20 -264.831 23 -1.461 22 83 2 m... 32.654 23 .067 17 24.611 23 .399 17 15.681 17 0 1 84 min -31.395 17 -.116 22 -81.666 17 -.031 20 -16.291 23 0 1 85 M29 1 m••• 329.824 16 .329 23 1265.823 18 18.605 21 3469.433 21 .745 23 86 min -62.502 23 -2.125 17 -1366.458 21 .004 13 -2900.346 18 -6.906 17 87 2 m... 68.557 16 .054 23 73.357 18 1.653 22 34.181 16 0 1 88 min -18.376 23 -.514 17 -121.636 22 .002 13 -9.113 23 0 1 89 M30 1 m••• 220.615 21 .211 18 239.632 21 3.272 21 278.646 18 -.463 18 90 min -27.881 18 -2.005 22 -161.247 18 .003 13 -785.839 21 -5.861 22 91 2 rn••• 29.077 21 -.097 18 47.388 22 .647 21 -3.495 18 0 1 92 min 5.476 18 -.372 20 1.113 18 -.126 15 -14.176 21 0 1 93 M87 1 m... 58.411 23 77.34 17. .006 1 0 1 1.541 17 38.08 17 94 min -82.947 17 -16.565 23 -3.078 17 0 1 -.003 4 -7.623 23 95 2 m••• 58.411 23 77.34 17 .006 1 0 1 .001 17 .659 23 96 min -82.947 17 -16.565 23 -3.078 17 0 1 -.002 21 -.59 17 97 M88 1 rn-.. 67.688 23 84.031 17 .006 4 0 1 1.745 17 41.479 17 98 min -93.994 17 -22.197 23 -3.489 17 0 1 -.003 1 -10.478 23 99 2 m... 67.688 23 84.031 17 .006 4 0 1 .001 15 .621 23 100 min -93.994 17 -22.197 23 -3.489 17 0 1 0 5 -.536 17 101 M89 1 m... 76.019 23 90.538 17 .006 4 0 1 1.93 17 44.942 17 102 min -103.943 17 -27.558 23 -3.859 17 0 1 -.003 4 -13.316 23 103 2 m... 76.019 23 90.538 17 .006 4 0 1 0 17 .463 23 104 min -103.943 17 -27.558 23 -3.859 17 0 1 0 19 -.327 17 105 M90 1 m... 81.177 23 95.155 17 .006 5 0 1 2.038 17 47.665 17 106 min -109.711 17 -31.271 23 -4.075 17 0 1 -.003 5 -15.486 23 107 2 in.- 81.177 23 95.155 17 .006 5 0 1 0 17 .194 6 108 min -109.711 17 -31.271 23 -4.075 17 0 1 0 23 .037 10 109 M91 1 m... 85.571 17 51.813 21 2.301 17 0 1 .002 5 25.773 21 110 min -65.796 23 -38.345 17 -.004 5 0 1 -1.15 17 -19.081 17 111 2 m... 85.571 17 51.813 21 2.301 17 0 1 0 17 .091 17 112 min -65.796 23 -38.345 17 -.004 5 0 1 0 22 -.141 23 113 M92 1 m... 70.618 17 45.027 21 1.899 17 0 1 .002 1 22.09 21 114 min -55.237 23 -27.228 18 -.003 5 0 1 -.949 17 -13.194 18 115 2 m... 70.618 17 45.027 21 1.899 17 0 1 0 17 .439 17 116 min -55.237 23 -27.228 18 -.003 5 0 1 0 23 -.44 23 117 M93 1 m••• 44.861 17 35.955 21 1.208 17 0 1 0 6 17.421 21 118 min -39.001 23 -12.012 18 -.002 6 0 1 -.604 17 -5.445 18 119 2 m... 44.861 17 35.955 21 1.208 17 0 1 0 11 .583 17 120 min -39.001 23 -12.012 18 -.002 6 0 1 0 21 -.575 23 121 M94 1 rn••• 17.7 18 26.663 21 .612 21 0 1 0 7 12.744 21 122 min -22.522 21 3.702 18 -.002 7 0 1 -.307 22 2.44 18 123 2 m... 17.7 18 26.663 21 .612 21 0 1 0 15 .614 17 124 min -22.522 21 3.702 18 -.002 7 0 1 0 22 -.604 23 125 M95 1 m••• 63.843 17 39.344 21 .621 17 0 1 .001 1 19.424 21 RISA-3D Version 12.0.0 [N:\...\...\...\Eng\SEA Interrub Platform.r3d] Page 12 9BeRas TECHNOLOGIES Company Designer Job Number Model Name : Vector : AMW : Interrub; U1194-339-141 : Equipment Platform Page 22 of 65 July 22, 2014 Checked By: BDV Envelope Member Section Forces (Continued) Memb... Sec Axialllbl LC v Shearflbt LC z Shearflbl LC Torqueflb-ftl LC v- 126 min -38.208 23 -24.576 18 -.002 9 0 1 -.311 17 -12.45 18 127 2 m... 63.843 17 39.344 21 .621 17 0 1 0 1 -.152 13 128 min -38.208 23 -24.576 18 -.002 9 0 1 0 20 -.278 1 129 M96 1 m... 43.091 17 37.872 21 .42 17 0 1 0 5 18.705 21 130 min -33.203 23 -13.315 18 0 1 0 1 -.21 17 -6.835 18 131 2 m... 43.091 17 37.872 21 .42 17 0 1 0 5 -.152 13 132 min -33.203 23 -13.315 18 0 1 0 1 0 21 -.278 1 133 M97 1 m... 25.513 17 35.761 21 .266 23 0 1 0 5 17.702 21 134 min -26.733 21 -2.796 18 0 1 0 1 -.133 23 -1.603 18 135 2 m... 25.513 17 35.761 21 .266 23 0 1 0 16 -.13 23 136 min -26.733 21 -2.796 18 0 1 0 1 0 22 -.261 1 137 M98 1 m... 19.409 17 32.086 21 .189 17 0 1 0 10 15.948 21 138 min -19.287 23 3.313 18 0 10 0 1 -.094 17 1.451 18 139 2 m... 19.409 17 32.086 21 .189 17 0 1 0 18 -.059 23 140 min -19.287 23 3.313 18 0 10 0 1 0 21 -.248 16 141 M99 1 m... 31.494 17 19.771 21 .022 20 0 1 .154 16 9.532 21 142 min -10.01 23 -5.93 18 -.308 16 0 1 -.011 20 -3.366 18 143 2 m... 31.494 17 19.771 21 .022 20 0 1 0 23 -.254 23 144 min -10.01 23 -5.93 18 -.308 16 0 1 0 17 -.51 16 145 M100 1 m... 54.321 17 18.9 23 .086 20 0 1 .264 17 9.352 23 146 min -5.493 23 -16.293 17 -.528 17 0 1 -.043 20 -8.359 17 147 2 m... 54.321 17 18.9 23 .086 20 0 1 0 20 -.098 23 148 min -5.493 23 -16.293 17 -.528 17 0 1 0 18 -.221 16 149 M101 1 m.-. 70.068 17 25.061 23 .087 20 0 1 .342 17 12.497 23 150 min -12.939 23 -24.643 17 -.685 17 0 1 -.044 20 -12.354 17 151 2 m... 70.068 17 25.061 23 .087 20 0 1 0 22 -.01 15 152 min -12.939 23 -24.643 17 -.685 17 0 1 0 17 -.052 1 153 M102 1 m••• 81.665 17 32.631 23 .062 20 0 1 .399 17 16.291 23 154 min -24.658 23 -31.392 17 -.798 17 0 1 -.031 20 -15.681 17 155 2 m... 81.665 17 32.631 23 .062 20 0 1 0 23 .032 15 156 min -24.658 23 -31.392 17 -.798 17 0 1 0 20 -.025 23 157 M103 1 m... -1.038 18 29.081 21 .252 15 0 1 .647 21 14.176 21 158 min -47.485 22 5.484 18 -1.293 21 0 1 -.126 15 3.495 18 159 2 m... -1.038 18 29.081 21 .252 15 0 1 0 11 .833 17 160 min -47.485 22 5.484 18 -1.293 21 0 1 0 16 -.439 23 161 M104 1 m... 26.123 18 37.953 21 -.002 13 0 1 .839 21 18.679 21 162 min -61.523 21 -10.617 18 -1.678 22 0 1 0 13 -4.551 18 163 2 m... 26.123 18 37.953 21 -.002 13 0 1 0 21 .844 17 164 min -61.523 21 -10.617 18 -1.678 22 0 1 0 14 -.382 23 165 M105 1 m... 54.504 18 44.941 21 0 4 0 1 .946 21 22.44 21 166 min -69.397 21 -27.464 18 -1.89 21 0 1 0 4 -13.019 18 167 2 m... 54.504 18 44.941 21 0 4 0 1 0 21 .834 17 168 min -69.397 21 -27.464 18 -1.89 21 0 1 0 16 -.144 23 169 M106 1 m... 85.876 17 46.317 23 .004 5 0 1 1.154 17 23.498 23 170 min -65.674 23 -45.971 17 -2.308 17 0 1 -.002 5 -22.251 17 171 2 m... 85.876 17 46.317 23 .004 5 0 1 0 21 .734 17 172 min -65.674 23 -45.971 17 -2.308 17 0 1 0 17 .339 23 173 M107 1 m... 79.193 23 102.145 17 4.17 17 0 1 .003 5 50.91 17 174 min -112.335 17 -26.178 23 -.007 5 0 1 -2.086 17 -13.125 23 175 2 m... 79.193 23 102.145 17 4.17 17 0 1 0 22 -.036 23 176 min -112.335 17 -26.178 23 -.007 5 0 1 0 16 -.197 15 177 M108 1 m... 79.437 23 94.211 17 3.691 17 0 1 .003 9 46.631 17 178 min -99.457 17 -24.977 23 -.005 4 0 1 -1.846 17 -12.136 23 179 2 m... 79.437 23 94.211 17 3.691 17 0 1 0 19 .353 23 180 min -99.457 17 -24.977 23 -.005 4 0 1 0 16 -.474 17 181 M109 1 m... 74.188 23 85.727 17 3.166 17 0 1 .001 1 42.237 17 182 min -85.327 17 -21.113 23 -.003 1 0 1 -1.584 17 -10.004 23 RISA-3D Version 12.0.0 [N:\...\...\...\Eng\SEA Interrub Platform.r3d] Page 13 Company : Vector ERORES,11 JoW bNumber n er ub; U1194-339-141 TECHNOLOGIES Model Name : Equipment Platform Page 23 of 65 July 22, 2014 Checked By: BDV Envelope Member Section Forces (Continued) 183 2 m... 74.188 23 85.727 17 3.166 17 0 1 .001 21 23 184 min -85.327 17 -21.113 23 -.003 1 0 1 0 15 .553 -.627 17 185 M110 1 m... 66.956 23 77.547 17 2.659 17 0 1 .001 2 38.11 17 186 min -71.625 17 -16.597 23 -.004 5 0 1 -1.329 17 -7.695 23 187 2 m.•. 66.956 23 77.547 17 2.659 17 0 1 .001 2 23 188 min -71.625 17 -16.597 23 -.004 5 0 1 -.002 9 .604 -.663 17 189 M91A 1 m... 234.212 8 65.165 12 .062 12 0 1 .066 17 35.467 12 190 min -237.842 12 -43.864 8 -.132 17 0 1 -.031 12 -25.47 8 191 2 m••• 234.212 8 65.165 12 .062 12 0 1 0 18 2.965 13 192 min -237.842 12 -43.864 8 -.132 17 0 1 -.001 22 -3.642 7 193 M92A 1 m••• 297.623 8 96.472 12 .078 12 0 1 .05 16 50.048 12 194 min -299.435 12 -79.17 8 -.103 16 0 1 -.039 12 -42.052 8 195 2 m... 297.623 8 96.472 12 .078 12 0 1 0 18 1.896 13 196 min -299.435 12 -79.17 8 -.103 16 0 1 -.002 22 -2.57 7 197 M93A 1 m... 345.901 7 120.187 12 .089 12 0 1 .046 6 61.162 12 198 min -345.615 12 -106.285 8 • -.092 7 0 1 -.045 12 -54.859 8 199 2 m... 345.901 7 120.18712 .089 12 0 1 .001 17 1.153 13 200 min -345.615 12 -106.285 8 -.092 7 0 1 0 21 -1.818 7 201 M94A 1 m... 267.761 7 139.375 12 .084 21 0 1 .036 6 70.495 12 202 min -265.182 11-125.673 8 -.071 6 0 1 -.042 21 -64.286 8 203 2 m••. 267.761 7 139.375 12 .084 21 0 1 0 14 .894 13 204 min -265.182 11-125.673 8 -.071 6 0 1 -.002 16 -1.55 7 205 M95A 1 m... 449.471 7 112.226 6 .002 16 0 1 0 11 62.726 6 206 min -442.261 13 -87.42 13 0 1 0 1 0 18 -50.141 13 207 2 m... 449.471 7 112.226 6 .002 16 0 1 0 16 6.62 7 208 min -442.261 13 -87.42 13 0 1 0 1 0 18 -6.439 11 209 M96A 1 m... 321.594 7 183.675 6 .002 18 0 1 0 23 96.307 6 210 min -319.092 13 -150.30813 0 1 0 1 0 2 -79.446 13 211 2 m... 321.594 7 183.675 6 .002 18 0 1 .002 23 4.475 7 212 min -319.092 13 -150.30813 0 1 0 1 0 2 -4.294 11 213 M97A 1 m... 224.518 8 238.649 6 .002 17 0 1 0 16 122.291 6 214 min -226.624 13 -198.02713 -.002 16 0 1 0 17 -101.822 13 215 2 m... 224.518 8 238.649 6 .002 17 0 1 0 14 2.97 7 216 min -226.624 13 -198.02713 -.002 16 0 1 0 18 -2.808 13 217 M98A 1 m... 224.976 11 292.505 6 0 20 0 1 0 19 148.687 7 218 min -229.98 7 -232.82813 -.002 22 0 1 0 15 -118.703 13 219 2 m... 224.976 11 292.505 6 0 20 0 1 0 19 2.435 7 220 min -229.98 7 -232.82813 -.002 22 0 1 0 22 -2.289 13 221 M99A 1 m... 234.209 8 65.992 12 .062 12 0 1 .065 17 36.548 12 222 min -237.844 12 -44.476 8 -.13 17 0 1 -.031 12 -25.277 8 223 2 m... 234.209 8 65.992 12 .062 12 0 1 0 16 3.553 11 224 min -237.844 12 -44.476 8 -.13 17 0 1 0 23 -3.039 8 225 M100A 1 m... 297.6 8 97.515 12 .077 12 0 1 .052 17 51.237 12 226 min -299.446 12 -79.947 8 -.101 17 0 1 -.039 11 -41.941 8 227 2 m... 297.6 8 97.515 12 .077 12 0 1 .002 17 2.481 11 228 min -299.446 12 -79.947 8 -.101 17 0 1 0 22 -1.968 8 229 M101A 1 m••• 345.917 7 121.392 12 .089 12 0 1 .046 6 62.432 12 230 min -345.627 12-107.186 8 -.092 6 0 1 -.045 12 -54.811 8 231 2 m... 345.917 7 121.392 12 .089 12 0 1 0 15 1.737 11 232 min -345.627 12-107.186 8 -.092 6 0 1 -.002 23 -1.218 8 233 M102A 1 m••• 267.67 7 140.297 12 .084 21 0 1 .036 7 71.624 12 234 min -265.182 11 -126.37 8 -.071 7 0 1 -.043 21 -64.136 8 235 2 m... 267.67 7 140.297 12 .084 21 0 1 .002 18 1.476 11 236 min -265.182 11 -126.37 8 -.071 7 0 1 -.001 21 -.95 8 237 M97B 1 m... 10.3 7 24.166 12 .03 20 0 1 .034 17 12.004 12 238 min -8.545 13 4.676 8 -.071 17 0 1 -.014 20 1.574 8 239 2 m... 10.3 7 24.166 12 .03 20 0 1 0 22 .051 13 RISA-3D Version 12.0.0 [N:\...\...\...\Eng\SEA Interrub Platform.r3d] Page 14 68eRas TECHNOLOGIES Company Designer Job Number Model Name : Vector : AMW : Interrub; U1194-339-141 : Equipment Platform Page 24 of 65 July 22, 2014 Checked By: BDV Envelope Member Section Forces (Continued) Memb... Sec Axialflbl LC v Shearflbl LC z Shearflbl LC Torqueflb-ftLLC v-v Moment[Ib-ftl LC z- 240 min -8.545 13 4.676 8 -.071 17 0 1 -.001 16 - -.892 7 241 M98B 1 m••• 1.434 13 20.645 1 .057 16 0 1 .03 22 9.759 1 242 min -4.105 6 11.855 23 -.057 21 0 1 -.029 16 5.655 8 243 2 m... 1.434 13 20.645 1 .057 16 0 1 .001 22 .065 13 244 min -4.105 6 11.855 23 -.057 21 0 1 -.002 17 -.91 7 245 M99B 1 m... 12.035 13 26.91 7 .187 16 0 1 .071 22 12.511 7 246 min -19.157 7 7.42 13 -.14 22 0 1 -.093 16 3.809 13 247 2 m••• 12.035 13 26.91 7 .187 16 0 1 .001 21 .099 13 248 min -19.157 7 7.42 13 -.14 22 0 1 0 18 -.944 7 249 M100B 1 m... 22.154 13 35.456 7 .303 17 0 1 .107 22 16.763 7 250 min -33.216 7 1.385 13 -.213 22 0 1 -.152 17 .821 13 251 2 m... 22.154 13 35.456 7 .303 17 0 1 0 21 .128 13 252 min -33.216 7 1.385 13 -.213 22 0 1 0 17 -.965 7 253 M101B 1 m... 17.044 13 31.143 6 .002 16 0 1 0 17 16.628 6 254 min -20.66 7 -2.766 13 -.002 17 0 1 0 14 -2.08 13 255 2 m... 17.044 13 31.143 6 .002 16 0 1 0 16 .998 7 256 min -20.66 7 -2.766 13 -.002 17 0 1 0 18 -.691 13 257 M102B 1 m... 8.163 6 15.823 1 .002 18 0 1 0 14 8.142 1 258 min -2.907 13 7.229 18 0 15 0 1 0 22 3.805 18 259 2 m... 8.163 6 15.823 1 .002 18 0 1 0 18 1.033 7 260 min -2.907 13 7.229 18 0 15 0 1 0 15 -.72 13 261 M103A 1 m... 38.3 7 23.443 11 0 1 0 1 0 20 11.014 11 262 min -24.071 13 -6.214 8 -.002 16 0 1 0 16 -2.073 8 263 2 m••• 38.3 7 23.443 11 0 1 0 1 0 2 1.102 7 264 min -24.071 13 -6.214 8 -.002 16 0 1 -.002 16 -.787 13 265 M104A 1 m... 66.429 7 34.595 11 0 19 0 1 0 23 16.52 11 266 min -44.312 13 -22.341 8 -.002 21 0 1 0 14 -10.091 8 267 2 m•.. 66.429 7 34.595 11 0 19 0 1 0 19 1.146 7 268 min -44.312 13 -22.341 8 -.002 21 0 1 0 21 -.845 13 269 M105A 1 m... 10.376 7 24.196 12 .031 20 0 1 .037 17 12.805 12 270 min -8.484 13 4.645 8 -.074 16 0 1 -.015 20 2.148 8 271 2 m... 10.376 7 24.196 12 .031 20 0 1 .002 23 .708 11 272 min -8.484 13 4.645 8 -.074 16 0 1 -.002 16 -.175 8 273 M106A 1 m... 1.45 13 20.651 1 .053 16 0 1 .029 21 10.68 1 274 min -4.089 6 11.854 23 -.057 21 0 1 -.028 16 6 23 275 2 m... 1.45 13 20.651 1 .053 16 0 1 0 21 .723 11 276 min -4.089 6 11.854 23 -.057 21 0 1 -.001 16 -.19 8 277 M107A 1 m... 12.024 13 26.987 7 .187 17 0 1 .071 22 13.336 7 278 min -19.173 7 7.383 13 -.14 22 0 1 -.094 17 4.379 13 279 2 m... 12.024 13 26.987 7 .187 17 0 1 .001 22 .755 11 280 min -19.173 7 7.383 13 -.14 22 0 1 0 17 -.225 8 281 M108A 1 m••• 22.157 13 35.593 7 .3 17 0 1 .107 22 17.617 7 282 min -33.215 7 1.317 13 -.211 22 0 1 -.151 17 1.376 13 283 2 m.•• 22.157 13 35.593 7 .3 17 0 1 .001 22 .783 11 284 min -33.215 7 1.317 13 -.211 22 0 1 0 16 -.247 8 285 M81 1 m... 258.484 18 90.875 22 -.002 13 0 1 5.257 22 44.972 22 286 min -279.297 22 -37.6 18 -10.513 22 0 1 0 13 -19.54 18 287 2 m... 258.484 18 90.875 22 -.002 13 0 1 0 23 -.274 23 288 min -279.297 22 -37.6 18 -10.513 22 0 1 0 17 -.934 17 289 M82 1 m... 265.9 18 86.124 22 0 8 0 1 5.112 22 42.715 22 290 min -271.82 22 -42.223 18 -10.223 22 0 1 0 8 -21.814 18 291 2 m... 265.9 18 86.124 22 0 8 0 1 0 23 -.172 23 292 min -271.82 22 -42.223 18 -10.223 22 0 1 0 16 -.879 17 293 M83 1 m... 270.233 18 81.907 22 0 1 0 1 5.038 18 40.606 22 294 min -265.198 22 -44.725 18 -10.077 18 0 1 0 7 -22.97 18 295 2 m... 270.233 18 81.907 22 0 1 0 1 0 9 -.183 23 296 min -265.198 22 -44.725 18 -10.077 18 0 1 -.001 7 -.774 17 RISA-3D Version 12.0.0 [N:\...\...\...\Eng\SEA Interrub Platform.r3d] Page 15 Company : Vector BEiFIREIS Designer : AMW Job Number : Interrub; U1194-339-141 TECHNOLOGIES Model Name : Equipment Platform Page 25 of 65 July 22, 2014 Checked By: BDV Envelope Member Section Forces (Continued) IC 297 M84 1 m... 158.112 16 78.314 22 .004 1 0 1 2.942 16 38.784 22 298 min -144.135 23 -44.749 18 -5.886 16 0 1 -.003 1 -22.927 18 299 2 m... 158.112 16 78.314 22 .004 1 0 1 0 22 -.212 23 300 min -144.135 23 -44.749 18 -5.886 16 0 1 0 15 -.716 17 301 M85 1 m... 72.51 18 67.74 16 -.003 13 0 1 1.653 22 34.181 16 302 min -121.582 22 -18.88 23 -3.304 22 0 1 .002 13 -9.112 23 303 2 m... 72.51 18 67.74 16 -.003 13 0 1 .001 22 .461 20 304 min -121.582 22 -18.88 23 -3.304 22 0 1 0 1 .202 18 305 M86 1 m... 390.015 18 65.002 16 -.002 13 0 1 5.84 21 32.91 16 306 min -429.26 21 -26.718 23 -11.681 21 0 1 .001 13 -13.058 23 307 2 m... 390.015 18 65.002 16 -.002 13 0 1 0 23 .473 5 308 min -429.26 21 -26.718 23 -11.681 21 0 1 0 10 .289 13 309 M87A 1 m... 393.982 18 63.24 16 -.001 13 0 1 5.669 21 32.261 16 310 min -416.382 21 -31.845 23 -11.337 21 0 1 0 13 -15.611 23 311 2 m... 393.982 18 63.24 16 -.001 13 0 1 0 21 .651 15 312 min -416.382 21 -31.845 23 -11.337 21 0 1 0 17 .312 23 313 M88A 1 m... 409.973 17 56.014 16 .002 5 0 1 5.512 17 28.91 16 314 min -401.733 23 -36.3 23 -11.024 17 0 1 -.001 5 -17.687 23 315 2 m... 409.973 17 56.014 16 .002 5 0 1 0 23 .909 17 316 min -401.733 23 -36.3 23 -11.024 17 0 1 0 18 .462 23 317 M89A 1 m••• 422.485 17 17.089 16 .001 1 0 1 2.063 17 8.677 16 318 min -403.809 23 -2.923 23 -4.127 17 0 1 0 1 -1.569 23 319 2 m... 422.485 17 17.089 16 .001 1 0 1 0 22 .134 17 320 min -403.809 23 -2.923 23 -4.127 17 0 1 0 18 -.107 23 321 M90A 1 m... 432.983 17 12.07 16 .002 1 0 1 2.116 17 6.427 16 322 min -395.63 23 -7.597 23 -4.233 17 0 1 -.001 1 -3.82 23 323 2 m... 432.983 17 12.07 16 .002 1 0 1 0 21 .397 17 324 min -395.63 23 -7.597 23 -4.233 17 0 1 0 16 -.022 23 325 M91B 1 m... 431.274 17 14.28 16 .002 1 0 1 2.111 17 7.681 16 326 min -392.09 23 -9.674 23 -4.222 17 0 1 -.001 1 -4.82 23 327 2 m... 431.274 17 14.28 16 .002 1 0 1 0 20 .543 17 328 min -392.09 23 -9.674 23 -4.222 17 0 1 0 17 .017 23 329 M92B 1 m... 137.451 17 23.874 16 .002 4 0 1 .672 17 12.523 16 330 min -103.271 23 -9.833 23 -1.345 17 0 1 0 1 -4.895 23 331 2 m... 137.451 17 23.874 16 .002 4 0 1 0 22 .587 16 332 min -103.271 23 -9.833 23 -1.345 17 0 1 0 15 .022 23 333 M93B 1 m•.. 411.865 17 28.122 16 4.074 21 0 1 0 9 14.341 16 334 min -411.621 23 4.947 23 0 10 0 1 -2.037 21 2.475 23 335 2 m... 411.865 17 28.122 16 4.074 21 0 1 0 18 .282 17 336 min -411.621 23 4.947 23 0 10 0 1 0 21 .002 23 337 M94B 1 m... 410.156 17 26.375 16 4.076 21 0 1 0 9 13.501 16 338 min -412.354 23 2.429 23 0 9 0 1 -2.038 21 1.131 23 339 2 m... 410.156 17 26.375 16 4.076 21 0 1 0 16 .313 16 340 min -412.354 23 2.429 23 0 9 0 1 0 22 -.084 23 341 M95B 1 m... 411.743 17 24.642 16 4.018 17 0 1 0 4 12.667 16 342 min -406.616 23 -2.644 23 0 10 0 1 -2.009 17 -1.448 23 343 2 m... 411.743 17 24.642 16 4.018 17 0 1 0 17 .349 17 344 min -406.616 23 -2.644 23 0 10 0 1 0 21 -.126 23 345 M96B 1 m... 126.831 17 27.872 16 1.239 17 0 1 0 4 14.298 16 346 min -111.206 23 -7.03 23 -.001 4 0 1 -.619 17 -3.655 23 347 2 m... 126.831 17 27.872 16 1.239 17 0 1 0 6 .364 17 348 min -111.206 23 -7.03 23 -.001 4 0 1 0 20 -.14 23 349 M97C 1 m... 413.696 17 56.376 16 11.124 17 0 1 .002 5 28.48 16 350 min -398.743 23 -37.392 23 -.003 5 0 1 -5.562 17 -18.692 23 351 2 m•.. 413.696 17 56.376 16 11.124 17 0 1 0 16 .297 17 352 min -398.743 23 -37.392 23 -.003 5 0 1 0 21 .005 23 353 M98C 1 m... 410.217 17 57.165 16 11.043 17 0 1 .001 5 28.848 16 RISA-3D Version 12.0.0 [N:\...\...\...\Eng\SEA Interrub Platform.r3d] Page 16 TECHNOLOGIES Company Designer Job Number Model Name : Vector : AMW : Interrub; U1194-339-141 : Equipment Platform Page 26 of 65 July 22, 2014 Checked By: BDV Envelope Member Section Forces (Continued) Memb... Sec Axialflbl LC v Shearflbl LC z Shearflbl LC TorQueflb-ftl LC v-v Momentrlb- 354 min -399.841 23 -37.35 23 -.002 5 0 1 -5.521 17 -18.64 23 355 2 m... 410.217 17 57.165 16 11.043 17 0 1 0 17 .276 15 356 min -399.841 23 -37.35 23 -.002 5 0 1 0 22 .035 23 357 M99C 1 m... 408.691 16 56.996 16 11.031 21 0 1 0 7 28.662 16 358 min -406.067 23 -33.423 23 -.002 5 0 1 -5.516 21 -16.589 23 359 2 m.•• 408.691 16 56.996 16 11.031 21 0 1 0 11 .234 20 360 min -406.067 23 -33.423 23 -.002 5 0 1 0 20 .105 8 361 M100C 1 m... 91.064 18 58.87 16 2.629 22 0 1 0 4 29.539 16 362 min -96.619 21 -25.37 23 0 4 0 1 -1.315 22 -12.509 23 363 2 m... 91.064 18 58.87 16 2.629 22 0 1 0 18 .259 20 364 min -96.619 21 -25.37 23 0 4 0 1 0 21 .049 18 365 M101C 1 m... 258.392 18 88.759 22 10.513 22 0 1 0 13 44.162 22 366 min -279.48 22 -38.735 18 .001 13 0 1 -5.257 22 -19.922 18 367 2 m... 258.392 18 88.759 22 10.513 22 0 1 0 16 -.088 23 368 min -279.48 22 -38.735 18 .001 13 0 1 0 21 -.685 17 369 M102C 1 m••• 260.986 18 86.962 22 10.465 22 0 1 0 13 43.267 22 370 min -278.442 22 -41.007 18 0 13 0 1 -5.233 22 -21.104 18 371 2 m... 260.986 18 86.962 22 10.465 22 0 1 0 16 -.072 23 372 min -278.442 22 -41.007 18 0 13 0 1 0 21 -.743 17 373 M1038 1 m... 262.512 18 84.501 22 10.35 22 0 1 0 13 41.973 22 374 min -275.543 22 -42.077 18 0 13 0 1 -5.176 22 -21.592 18 375 2 m... 262.512 18 84.501 22 10.35 22 0 1 0 17 -.131 23 376 min -275.543 22 -42.077 18 0 13 0 1 0 20 -.702 17 377 M104B 1 m... 147.369 18 82.388 22 5.862 22 0 1 0 3 40.872 22 378 min -156.158 22 -41.173 18 0 10 0 1 -2.932 22 -21.098 18 379 2 m... 147.369 18 82.388 22 5.862 22 0 1 0 8 -.174 23 380 min -156.158 22 -41.173 18 0 10 0 1 0 21 -.662 17 381 M158 1 m... 859.043 17 1817.187 20 94.316 13 0 1 0 1 3356.291 23 382 min -827.745 23 488.271 18 -91.204 8 0 1 0 1 -3399.353 17 383 2 m... 859.479 17 -981.22 23 91.204 8 0 1 0 1 494.791 23 384 min -827.981 23 -2476.919 15 -94.316 13 0 1 0 1 -657.03 17 385 M159 1 m... 930.105 17 1994.11 20 94.183 13 0 1 0 1 3186.098 23 386 min -775.023 23 620.974 18 -91.062 8 0 1 0 1 -3630.562 17 387 2 m... 930.594 17 -1223.862 23 91.062 8 0 1 0 1 241.304 23 388 min -775.3 23-2801.2415 -94.183 13 0 1 0 1 -995.162 17 389 M160 1 m... 821.852 18 3321.796 20 94.129 13 0 1 0 1 3527.374 21 390 min -907.272 21 1661.033 18 -90.999 8 0 1 0 1 -2842.314 18 391 2 m... 822.17 18 -3316.927 23 90.999 8 0 1 0 1 837.863 21 392 min -907.617 21 -5536.7 15 -94.129 13 0 1 0 1 -238.542 18 393 M154A 1 m••• 506.33 6 541.804 5 0 1 2.057 16 0 1 0 1 394 min -502.416 13 147.067 23 0 1 .304 23 0 1 0 1 395 2 m... 506.33 6-403.91 18 0 1 2.057 16 0 1 0 1 396 min -502.416 13-852.832 5 0 1 .304 23 0 1 0 1 397 M155A 1 m••• 415.418 6 1330.929 5 0 1 1.336 16 0 1 0 1 398 min -407.881 13 730.736 8 0 1 .222 23 0 1 0 1 399 2 m... 415.418 6-952.14313 0 1 1.336 16 0 1 0 1 400 min -407.881 13 -1572.909 5 0 1 .222 23 0 1 0 1 401 M156A 1 m... 324.701 7 1360.597 5 0 1 .014 1 0 1 0 1 402 min -313.6 13 723.448 8 0 1 .008 13 0 1 0 1 403 2 m... 324.701 7-886.779 8 0 1 .014 1 0 1 0 1 404 min -313.6 13 -1578.372 5 0 1 .008 13 0 1 0 1 405 M157A 1 m••• 234.33 7 1855.883 5 0 1 -.865 23 0 1 0 1 406 min -219.596 13 1164.368 8 0 1 -2.194 16 0 1 0 1 407 2 m... 234.33 7-2234.92 8 0 1 -.865 23 0 1 0 1 408 min -219.596 13 -3476.542 1 0 1 -2.194 16 0 1 0 1 409 M158A 1 m... 143.658 7 4547.306 1 0 1 .065 23 0 1 0 1 410 min -125.362 13 2923.268 8 0 1 -1.563 16 0 1 0 1 RISA-3D Version 12.0.0 [N:\...\...\...\Eng\SEA Interrub Platform.r3d] Page 17 Company : Vector ;IBMS Designer : AMW /-� Job Number : Interrub; U1194-339-141 TECHNOLOGIES Model Name : Equipment Platform Page 27 of 65 July 22, 2014 Checked By: BDV Envelope Member Section Forces (Continued) 411 2 m.•• 143.658 7-1718.568 13 0 1 .065 23 0 1 0 1 412 min -125.362 13 -2673.328 1 0 1 -1.563 16 0 1 0 1 413 M159A 1 m••• 506.33 6 454.304 5 0 1 3.096 17 0 1 0 1 414 min -502.417 13 81.442 13 0 1 .531 23 0 1 0 1 415 2 m... 506.33 6-75.785 8 0 1 3.096 17 0 1 0 1 416 min -502.417 13 -415.332 10 0 1 .531 23 0 1 0 1 417 M160A 1 m... 415.418 6 467.414 10 0 1 1.787 17 0 1 0 1 418 min -407.882 13 83.099 8 0 1 .479 23 0 1 0 1 419 2 m... 415.418 6-73.518 13 0 1 1.787 17 0 1 0 1 420 min -407.882 13-401.409 5 0 1 .479 23 0 1 0 1 421 M161 1 m... 324.701 7 516.251 5 0 1 .412 1 0 1 0 1 422 min -313.601 13 90.189 13 0 1 .265 23 0 1 0 1 423 2 m••• 324.701 7-90.189 8 0 1 .412 1 0 1 0 1 424 min -313.601 13 -516.251 10 0 1 .265 23 0 1 0 1 425 M162 1 m... 234.331 7 401.417 5 0 1 .685 21 0 1 0 1 426 min -219.597 13 73.519 8 0 1 -.339 18 0 1 0 1 427 2 m... 234.331 7-83.098 13 0 1 .685 21 0 1 0 1 428 min -219.597 13-467.406 5 0 1 -.339 18 0 1 0 1 429 M163 1 m... 143.658 7 415.339 10 0 1 -1.335 23 0 1 0 1 430 min -125.362 13 75.785 8 0 1 -4.171 17 0 1 0 1 431 2 m••• 143.658 7 -81.44 13 0 1 -1.335 23 0 1 0 1 432 min -125.362 13-454.296 5 0 1 -4.171 17 0 1 0 1 433 M109A 1 m... 0 1 265.182 11 121.425 8 .894 13 0 1 0 1 434 min 0 1-267.733 7-139.497 12 -1.55 7 0 1 0 1 435 2 m... 0 1 112.497 11 143.125 6 .894 13 239.902 11 1253.2 7 436 min 0 1 -115.047 7 -117.379 13 -1.55 7 -235.469 7 -1229.265 12 437 M110A 1 m... 0 1 115.047 7 117.379 13 .951 8 239.902 11 1253.2 7 438 min 0 1 -112.49711 -143.125 6 -1.477 11 -235.469 7 -1229.265 12 439 2 m... 0 1 267.733 7 139.497 12 .951 8 0 1 0 1 440 min 0 1-265.18211 -121.425 8 -1.477 11 0 1 0 1 441 M111 1 m... 0 1 345.60512 101.013 8 1.154 13 0 1 0 1 442 min 0 1-345.925 7-120.117 12 -1.818 7 0 1 0 1 443 2 m... 0 1 112.282 8 122.464 6 1.154 13 34.235 11 883.116 6 444 min 0 1 -113.321 13 -97.955 13 -1.818 7 -26.263 7 -872.921 12 445 M112 1 m... 0 1 113.321 13 97.955 13 1.218 8 34.235 11 883.116 6 446 min 0 1 -112.282 8 -122.464 6 -1.737 11 -26.263 7 -872.921 12 447 2 m... 0 1 345.925 7 120.117 12 1.218 8 0 1 0 1 448 min 0 1-345.60512 -101.013 8 -1.737 11 0 1 0 1 449 M113 1 m••• 0 1 299.428 12 75.382 8 1.896 13 0 1 0 1 450 min 0 1-297.629 8 -95.65 12 -2.57 7 0 1 0 1 451 2 m... 0 1 160.809 7 96.56 6 1.896 13 62.526 6 595.665 8 452 min 0 1 -159.54713 -73.45 13 -2.57 7 -51.135 13 -598.178 12 453 M114 1 m... 0 1 159.547 13 73.45 13 1.968 8 62.526 6 595.665 8 454 min 0 1 -160.809 7 -96.56 6 -2.481 11 -51.135 13 -598.178 12 455 2 m... 0 1 297.629 8 95.65 12 1.968 8 0 1 0 1 456 min 0 1-299.42812 -75.382 8 -2.481 11 0 1 0 1 457 M115 1 m... 0 1 237.841 12 41.993 8 2.966 13 0 1 0 1 458 min 0 1-234.212 8-63.376 12 -3.643 7 0 1 0 1 459 2 m•.. 0 1 224.737 7 62.906 6 2.966 13 180.002 6 219.176 8 460 min 0 1 -221.13113 -41.164 13 -3.643 7 -165.078 13 -233.148 12 461 M116 1 m... 0 1 221.131 13 41.164 13 3.039 8 180.002 6 219.176 8 462 min 0 1 -224.737 7 -62.906 6 -3.553 11 -165.078 13 -233.148 12 463 2 m... 0 1 234.212 8 63.376 12 3.039 8 0 1 0 1 464 min 0 1-237.841 12 -41.993 8 -3.553 11 0 1 0 1 465 M117 1 m... 0 1 82.975 17 16.455 23 .66 23 0 1 0 1 466 min 0 1 -58.45 23 -77.647 17 -.59 17 0 1 0 1 467 2 m••• 0 1 82.975 17 33.98 23 .66 23 77.929 18 310.6 23 RISA-3D Version 12.0.0 [N:\...\...\...\Eng\SEA Interrub Platform.r3d] Page 18 RS TECHNOLOGIES Company Designer Job Number Model Name : Vector : AMW : Interrub; U1194-339-141 : Equipment Platform Page 28 of 65 July 22, 2014 Checked By: BDV Envelope Member Section Forces (Continued) Memb... Sec Axialflbl LC v Shearflbl LC z Shearflbl LC Torque[Ib- 468 min 0 1 -58.45 23 -54.28 17 -.59 17 -138.109 22 -552.908 17 469 M118 1 m... 0 1 66.079 17 10.525 23 .071 6 77.929 18 310.6 23 470 min 0 1 -36.74 23 -60.872 17 0 10 -138.109 22 -552.908 17 471 2 m... 0 1 66.079 17 27.773 23 .071 6 139.259 18 514.783 23 472 min 0 1 -36.74 23 -37.876 17 0 10 -202.698 22 -974.703 17 473 M119 1 m... 0 1 3.244 11 -9.655 8 -.139 8 139.259 18 514.783 23 474 min 0 1 .556 8 -16.376 1 -.22 1 -202.698 22 -974.703 17 475 2 m••• 0 1 3.244 11 10.452 1 -.139 8 138.29 18 501.906 23 476 min 0 1 .556 8 5.857 13 -.22 1 -204.014 22 -992.019 17 477 M120 1 m... 0 1 26.488 23 40.347 17 -.131 18 138.29 18 501.906 23 478 min 0 1 -79.764 17 -25.927 23 -.231 1 -204.014 22 -992.019 17 479 2 m... 0 1 26.488 23 63.343 17 -.131 18 46.231 18 341.916 23 480 min 0 1 -79.764 17 -8.68 23 -.231 1 -180.371 22 -511.196 17 481 M121 1 m... 0 1 66.938 23 54.357 17 .664 17 46.231 18 341.916 23 482 min 0 1 -71.666 17 -33.929 23 -.604 23 -180.371 22 -511.196 17 483 2 m••• 0 1 66.938 23 77.723 17 .664 17 0 1 0 1 484 min 0 1 -71.666 17 -16.404 23 -.604 23 0 1 0 1 485 M122 1 m... 0 1 93.97 17 22.076 23 .62 23 0 1 0 1 486 min 0 1 -67.651 23 -84.356 17 -.536 17 0 1 0 1 487 2 m.•• 0 1 93.97 17 39.601 23 .62 23 92.998 18 365.622 23 488 min 0 1 -67.651 23 -60.989 17 -.536 17 -150.56 22 -618.628 17 489 M123 1 m... 0 1 49.133 17 5.62 23 .078 6 92.998 18 365.622 23 490 min 0 1 -28.636 23 -50.564 17 .013 10 -150.56 22 -618.628 17 491 2 m... 0 1 49.133 17 22.867 23 .078 6 132.273 18 522.28 23 492 min 0 1 -28.636 23 -27.568 17 .013 10 -205.648 22 -940.857 17 493 M124 1 m... 0 1 7.115 1 -11.849 8 -.133 8 132.273 18 522.28 23 494 min 0 1 3.971 8 -19.334 1 -.21 1 -205.648 22 -940.857 17 495 2 m... 0 1 7.115 1 7.495 1 -.133 8 135.086 18 491.7 23 496 min 0 1 3.971 8 4.245 13 -.21 1 -201.908 22 -981.715 17 497 M125 1 m... 0 1 17.474 23 31.065 17 -.168 13 135.086 18 491.7 23 498 min 0 1 -64.028 17 -20.25 23 -.264 1 -201.908 22 -981.715 17 499 2 m... 0 1 17.474 23 54.061 17 -.168 13 64.581 18 385.387 23 500 min 0 1 -64.028 17 -3.002 23 -.264 1 -188.44 22 -592.298 17 501 M126 1 m... 0 1 74.141 23 62.547 17 .625 17 64.581 18 385.387 23 502 min 0 1 -85.322 17 -38.436 23 -.553 23 -188.44 22 -592.298 17 503 2 m... 0 1 74.141 23 85.914 17 .625 17 0 1 0 1 504 min 0 1 -85.322 17 -20.912 23 -.553 23 0 1 0 1 505 M127 1 m... 0 1 103.992 17 27.462 23 .463 23 0 1 0 1 506 min 0 1 -76.062 23 -90.811 17 -.327 17 0 1 0 1 507 2 m... 0 1 103.992 17 44.987 23 .463 23 105.49 18 416.842 23 508 min 0 1 -76.062 23 -67.445 17 -.327 17 -161.037 22 -679.798 17 509 M128 1 m••• 0 1 33.468 17 .759 23 .113 16 105.49 18 416.842 23 510 min 0 1 -20.852 23 -40.533 17 .023 23 -161.037 22 -679.798 17 511 2 m••• 0 1 33.468 17 18.006 23 .113 16 126.016 18 527.299 23 512 min 0 1 -20.852 23 -17.537 17 .023 23 -207.272 22 -908.147 17 513 M129 1 m... 0 1 9.382 1 -13.522 8 -.106 8 126.016 18 527.299 23 514 min 0 1 5.823 8 -21.522 1 -.166 1 -207.272 22 -908.147 17 515 2 m... 0 1 9.382 1 5.307 1 -.106 8 129.011 18 486.234 23 516 min 0 1 5.823 8 3.101 13 -.166 1 -203.28 22 -962.935 17 517 M130 1 m... 0 1 11.383 23 20.886 17 -.208 23 129.011 18 486.234 23 518 min 0 1 -46.098 17 -15.495 23 -.381 1 -203.28 22 -962.935 17 519 2 m... 0 1 11.383 23 43.883 17 -.208 23 83.059 18 419.542 23 520 min 0 1 -46.098 17 1.752 23 -.381 1 -190.937 22 -676.207 17 521 M131 1 m... 0 1 79.447 23 70.991 17 .474 17 83.059 18 419.542 23 522 min 0 1 -99.482 17 -42.331 23 -.353 23 -190.937 22 -676.207 17 523 2 m••• 0 1 79.447 23 94.358 17 .474 17 0 1 0 1 524 min 0 1 -99.482 17 -24.806 23 -.353 23 0 1 0 1 RISA-3D Version 12.0.0 [N:\...\...\...\Eng\SEA Interrub Platform.r3d] Page 19 TECHIVOLOGI Company : Vector Designer : AMW Job Number : Interrub; U1194-339-141 Model Name : Equipment Platform Page 29 of 65 July 22, 2014 Checked By: BDV Envelope Member Section Forces (Continued) R1 Ll Y-Y IVIUIIICIIIIIU . 525 M132 1 m... 0 1 109.727 17 31.251 23 .194 6 0 1 0 1 526 min 0 1 -81.175 23-95.272 17 .039 10 0 1 0 1 527 2 m... 0 1 109.727 17 48.777 23 .194 6 109.881 18 449.89 23 528 min 0 1 -81.175 23-71.905 17 .039 10-165.607 22-717.646 17 529 M133 1 m... 0 1 24.18 17 -3.023 23 .18 16 109.881 18 449.89 23 530 min 0 1 -15.413 23 -33.42 17 .008 23-165.607 22-717.646 17 531 2 m... 0 1 24.18 17 14.224 23 .18 16 123.106 18 526.661 23 532 min 0 1 -15.413 23-10.424 17 .008 23-206.43 22-886.074 17 533 M134 1 m... 0 1 5.763 1-13.282 8 -.05 8 123.106 18 526.661 23 534 min 0 1 3.622 8-20.928 1 -.079 1-206.43 22-886.074 17 535 2 m... 0 1 5.763 1 5.901 1 -.05 8 118.993 18 495.493 23 536 min 0 1 3.622 8 3.624 13 -.079 1-211.91 22-927.659 17 537 M135 1 m••• 0 1 13.691 23 9.878 17 -.304 23 118.993 18 495.493 23 538 min 0 1 -26.477 17-14.722 21 -.586 1-211.91 22-927.659 17 539 2 m... 0 1 13.691 23 32.875 17 -.304 23 97.981 18 423.514 23 540 min 0 1 -26.477 17 2.612 23 -.586 1-181.478 22-752.831 17 541 M136 1 m... 0 1 79.227 23 78.783 17 .196 15 97.981 18 423.514 23 542 min 0 1-112.331 17-43.621 23 .036 23-181.478 22-752.831 17 543 2 m... 0 1 79.227 23 102.15 17 .196 15 0 1 0 1 544 min 0 1-112.331 17-26.096 23 .036 23 0 1 0 1 545 M137 1 m... 0 1 40.079 18 156.021 22 .662 17 0 1 0 1 546 min 0 1 -83.382 22-147.295 18 .174 23 0 1 0 1 547 2 m•.. 0 1 57.604 18 15.674 22 .662 17 56.452 23 575.213 22 548 min 0 1 -60.015 22 -6.947 18 .174 23-108.903 17-457.964 18 549 M138 1 m... 0 1 1.628 18 112.224 22 .552 17 56.452 23 575.213 22 550 min 0 1 -38.71 22-98.024 18 -.002 23-108.903 17-457.964 18 551 2 m... 0 1 18.875 18 45.672 17 .552 17 96.773 23 813.094 22 552 min 0 1 -15.714 22-31.474 23 -.002 23-159.308 17-582.002 18 553 M139 1 m... 0 1 -7.579 8 79.597 23 .218 1 96.773 23 813.094 22 554 min 0 1 -13.152 1-81.134 16 .137 8-159.308 17-582.002 18 555 2 m... 0 1 13.677 1 79.484 18 .218 1 95.055 23 809.426 22 556 min 0 1 7.928 13-81.017 21 .137 8-161.76 17-585.366 18 557 M140 1 rn••• 0 1 19.956 22 22.37 23 .116 23 95.055 23 809.426 22 558 min 0 1 -15.688 18-57.826 17 -.399 17-161.76 17-585.366 18 559 2 m... 0 1 42.952 22 88.917 18 .116 23 33.11 23 511.728 22 560 min 0 1 1.559 18-124.354 22 -.399 17-140.204 17-506.236 18 561 M141 1 m... 0 1 55.659 22 17.778 16 -.212 23 33.11 23 511.728 22 562 min 0 1 -60.944 18 -3.805 23 -.716 17-140.204 17-506.236 18 563 2 m... 0 1 79.026 22 158.125 16 -.212 23 0 1 0 1 564 min 0 1 -43.42 18-144.153 23 -.716 17 0 1 0 1 565 M142 1 m... 0 1 40.218 18 275.548 22 .702 17 0 1 0 1 566 min 0 1 -86.146 22-262.455 18 .131 23 0 1 0 1 567 2 m... 0 1 57.743 18 161.814 17 .702 17 17.981 18 488.88 22 568 min 0 1 -62.779 22-148.744 23 .131 23-63.974 22-345.684 18 569 M143 1 m... 0 1 -.736 18 259.81 22 .531 17 17.981 18 488.88 22 570 min 0 1 -34.066 22-249.357 18 .008 23-63.974 22-345.684 18 571 2 rm.. 0 1 16.511 18 174.232 17 .531 17 2.781 23 705.912 22 572 min 0 1 -11.07 22-163.782 23 .008 23-66.092 15-470.895 18 573 M144 1 m... 0 1 -9.706 8 243.587 22 .212 1 2.781 23 705.912 22 574 min 0 1 -16.005 1-238.415 18 .134 8-66.092 15-470.895 18 575 2 m... 0 1 10.824 1 243.516 17 .212 1 4.836 23 725.047 22 576 min 0 1 6.384 13-238.342 23 .134 8 -63.42 15-456.939 18 577 M145 1 m... 0 1 16.385 22 153.66 23 .119 23 4.836 23 725.047 22 578 min 0 1 -12.521 18-187.753 17 -.361 17 -63.42 15-456.939 18 579 2 m... 0 1 39.381 22 239.225 18 .119 23 -2.469 18 439.3 22 580 min 0 1 4.726 18-273.299 22 -.361 17 -91.13 22-383.309 18 581 M146 1 rm.. 0 1 59.76 22 156.496 23 -.182 23 -2.469 18 439.3 22 RISA-3D Version 12.0.0 [N:\...\...\...\Eng\SEA Interrub Platform.r3d] Page 20 TECHNOLOGIES Company : Vector Designer : AMW Job Number : Interrub; U1194-339-141 Model Name : Equipment Platform Page 30 of 65 July 22, 2014 Checked By: BDV Envelope Member Section Forces (Continued) Memb.. Sec Axialflbl LC v Shearflbl LC z Shearflbl LC Toroueflb-ftl LC v-v Momentflb-ftl LC z- 582 min 0 1 -60.057 18 -151.39 17 -.774 17 -91.13 22 �-383.309 18 583 2 m... 0 1 83.126 22 270.275 18 -.182 23 0 1 0 1 584 min 0 1 -42.533 18 -265.209 22 -.774 17 0 1 0 1 585 M147 1 m... 0 1 39.548 18 278.407 22 .744 17 0 1 0 1 586 min 0 1 -88.163 22 -260.903 18 .072 23 0 1 0 1 587 2 m... 0 1 57.073 18 164.309 17 .744 17 21.254 18 506.986 22 588 min 0 1 -64.796 22 -146.82 23 .072 23 -60.847 22 -337.434 18 589 M148 1 m•.. 0 1 -2.045 18 254.897 22 .473 17 21.254 18 506.986 22 590 min 0 1 -30.542 22 -247.723 18 .037 23 -60.847 22 -337.434 18 591 2 m... 0 1 15.566 16 175.125 17 .473 17 .438 23 693.194 22 592 min 0 1 -7.686 23 -167.953 23 .037 23 -62.816 15 -451.893 18 593 M149 1 m... 0 1 -11.427 8 245.866 22 .185 1 .438 23 693.194 22 594 min 0 1 -18.267 1 -236.667 18 .118 8 -62.816 15 -451.893 18 595 2 m... 0 1 8.562 1 245.84 16 .185 1 3.456 23 727.685 22 596 min 0 1 5.191 13 -236.638 23 .118 8 -58.807 15 -426.189 18 597 M150 1 m... 0 1 12.948 22 158.992 23 .14 23 3.456 23 727.685 22 598 min 0 1 -11.144 18 -187.103 17 -.235 17 -58.807 15 -426.189 18 599 2 m... 0 1 35.944 22 238.743 18 .14 23 6.288 18 478.082 22 600 min 0 1 6.103 18 -266.843 22 -.235 17 -80.751 22 -359.349 18 601 M151 1 m... 0 1 63.586 22 151.751 23 -.172 23 6.288 18 478.082 22 602 min 0 1 -58.01 18 -157.69 17 -.88 17 -80.751 22 -359.349 18 603 2 m... 0 1 86.952 22 265.868 18 -.172 23 0 1 0 1 604 min 0 1 -40.485 18 -271.831 22 -.88 17 0 1 0 1 605 M152 1 m... 0 1 38.089 18 279.484 22 .685 17 0 1 0 1 606 min 0 1 -89.021 22 -258.384 18 .088 23 0 1 0 1 607 2 m... 0 1 55.614 18 167.607 17 .685 17 25.189 18 514.172 22 608 min 0 1 -65.655 22 -146.513 23 .088 23 -60.035 22 -322.666 18 609 M153 1 m... 0 1 -2.142 18 253.727 22 .39 17 25.189 18 514.172 22 610 min 0 1 -29.181 22 -247.552 18 .084 23 -60.035 22 -322.666 18 611 2 m... 0 1 15.766 16 174.898 17 .39 17 1.147 23 691.136 22 612 min 0 1 -6.659 23 -168.725 23 .084 23 -58.701 15 -436.143 18 613 M154 1 m... 0 1 -11.586 8 244.09 22 .127 1 1.147 23 691.136 22 614 min 0 1 -18.291 1 -237.976 18 .081 23 -58.701 15 -436.143 18 615 2 m... 0 1 8.537 1 244.089 16 .127 1 -.734 23 719.178 22 616 min 0 1 5.316 13 -237.973 23 .081 23 -61.207 15 -415.126 18 617 M155 1 m... 0 1 8.525 22 166.016 23 .21 21 -.734 23 719.178 22 618 min 0 1 -13.413 16 -178.536 17 -.045 18 -61.207 15 -415.126 18 619 2 m... 0 1 31.521 22 244.822 18 .21 21 19.798 18 520.45 22 620 min 0 1 3.907 18 -257.341 22 -.045 18 -67.211 22 -318.053 18 621 M156 1 m... 0 1 67.469 22 146.605 23 -.274 23 19.798 18 520.45 22 622 min 0 1 -54.267 18 -167.472 17 -.934 17 -67.211 22 -318.053 18 623 2 m... 0 1 90.835 22 258.486 18 -.274 23 0 1 0 1 624 min 0 1 -36.743 18 -279.361 22 -.934 17 0 1 0 1 625 M157 1 m... 0 1 -4.743 8 8.534 13 .892 7 0 1 0 1 626 min 0 1-24.091 12 -10.318 7 -.051 13 0 1 0 1 627 2 m... 0 1 15.418 6 8.534 13 .892 7 -7.48 23 77.088 12 628 min 0 1 -1.336 13 -10.318 7 -.051 13 -30.68 15 -55.164 8 629 M158B 1 m... 0 1 1.336 13 10.318 7 .709 11 -7.48 23 77.088 12 630 min 0 1 -15.418 6 -8.534 13 -.175 8 -30.68 15 -55.164 8 631 2 m... 0 1 24.091 12 10.318 7 .709 11 0 1 0 1 632 min 0 1 4.743 8 -8.534 13 -.175 8 0 1 0 1 633 M159B 1 m... 0 1-11.845 23 4.082 6 .909 7 0 1 0 1 634 min 0 1-20.626 1 -1.448 13 -.065 13 0 1 0 1 635 2 m... 0 1 7.934 1 4.082 6 .909 7 .468 8 37.318 5 636 min 0 1 3.625 18 -1.448 13 -.065 13 -29.317 12 12.08 13 637 M16oB 1 m... 0 1 -3.625 18 1.448 13 .723 11 .468 8 37.318 5 638 min 0 1 -7.934 1 -4.082 6 -.191 8 -29.317 12 12.08 13 RISA-3D Version 12.0.0 [N:\...\...\...\Eng\SEA Interrub Platform.r3d] Page 21 IlIRIS TECHNOLOGIES Company : Vector Designer : AMW Job Number : Interrub; U1194-339-141 Model Name : Equipment Platform Page 31 of 65 July 22, 2014 Checked By: BDV Envelope Member Section Forces (Continued) Memb... Sec Axialflbl LC y Shearflbl LC z Shearflbl LC Torqueflb-ftl LC v v Momentflb 639 2 m... 0 1 20.626 1 1.448 13 .723 11 0 1 ...0 1 640 min 0 1 11.845 23 -4.082 6 -.191 8 0 1 0 1 641 M 161 A l m... 0 1 -7.491 13 19.157 7 .944 7 0 1 0 1 642 min 0 1-26.706 7-12.039 13 -.099 13 0 1 0 1 643 2 m... 0 1 11.621 11 19.157 7 .944 7 22.937 8 130.767 7 644 min 0 1 -2.906 8 -12.039 13 -.099 13 -44.766 12 -53.387 13 645 M162A 1 m... 0 1 2.906 8 12.039 13 .754 11 22.937 8 130.767 7 646 min 0 1 -11.621 11 -19.157 7 -.225 8 -44.766 12 -53.387 13 647 2 m... 0 1 26.706 7 12.039 13 .754 11 0 1 0 1 648 min 0 1 7.491 13 -19.157 7 -.225 8 0 1 0 1 649 M163A 1 m... 0 1 -1.518 13 33.216 7 .966 7 0 1 0 1 650 min 0 1-35.106 7-22.155 13 -.128 13 0 1 0 1 651 2 m... 0 1 17.108 11 33.216 7 .966 7 43.714 8 218.107 7 652 min 0 1 -10.819 8 -22.155 13 -.128 13 -59.568 12 -115.958 13 653 M164 1 m... 0 1 10.819 8 22.155 13 .783 11 43.714 8 218.107 7 654 min 0 1 -17.108 11 -33.216 7 -.246 8 -59.568 12 -115.958 13 655 2 m... 0 1 35.106 7 22.155 13 .783 11 0 1 0 1 656 min 0 1 1.518 13 -33.216 7 -.246 8 0 1 0 1 Envelope Joint Reactions int Z flbl LC 1 N11 max 911.643 12 7450.433 20 2044.912 18 3071.429 17 0- 1 136 .483 7 2 min -910.779 8 2270.048 18 -2052.509 22 -3085.448 22 0 1 -1370.072 12 3 N9 max 911.923 12 8956.168 15 2073.22 17 3118.318 17 0 1 1369.449 7 4 min -910.89 8 3404.827 23 -2065.559 23 -3104.103 22 0 1 -1371.25 12 5 N10 max 830.456 13 12072.13 15 2071.676 17 3119.578 17 0 1 1251.017 7 6 min -831.008 7 5741.618 23 -2066.579 23 -3109.719 22 0 1 -1249.559 12 7 N12 max 830.542 13 9008.574 20 2046.071 18 3075.518 17 0 1 1250.019 7 8 min -831.283 7 3438.389 18 -2051.149 22 -3085.175 22 0 1 -1248.31 12 9 Totals: max3483.911 12 35782.612 20 8235.375 16 10 min -3483.798 8 18256.953 18 -8235.177 23 Envelope AISC 14th(360-10): LRFD Steel Code Checks 1 M1 W12x35 .708 17.57617 .107 30 v 15 245564.044635...431251920... 1 H1-.. 2 M2 W12x35 .615 17.27322 .080 30 y 20 245564.044635...431251920... 1 H1-.. 3 M3 PIPE__ .196 1.5 22 .054 0 22 125728.9...1263...1792...1792..1.678 H1-.. 4 M4 PIPE_... .203 1.5 17 .055 0 17 125728.9...1263...1792...1792...1.678 H1-.. 5 M5 PIPE_... .216 1.5 17 .055 0 17 125728.9. 1263..1792_1792..1.678 H1-.. 6 M6 PIPE__ .202 1.5 22 .054 0 22 125728.9. 1263...1792...1792..1.678 H1-.. 7 M13 W12x14 .241 5.556 7 .041 0 y 7 30598.771 1872...7125 2735...1.276 H1-.. 8 M14 W12x14 .296 7.333 15 .031 11 y 15 30598.771 1872...7125 2548...1.189 H1-.. 9 M16 W12x14 .284 7.333 10 .035 11 V 15 30598.771 1872...7125 2817...1.315 H1-.. 10 M17 HSS4x.. .326 0 7 .038 0 y 11 91957.2051068...1266...1266..2.053 H1-.. 11 M18 HSS4x.. .066 2.095 7 .026 0 v 7 91957.205 1068..1266...1266..1.233 H1-.. 12 M19A HSS4x.. .335 0 7 .038 0 y 8 91957.2051068...1266...1266..2.053 H1-.. 13 M20A HSS4x.. .226 0 22 .034 0 z 22 91957.2051068...1266...1266..2.029 H1-.. 14 M21A HSS4x.. .007 2.157 7 .003 0 y 7 91957.2031068...1266...1266...1.24 H1-.. 15 M22A HSS4x.. .101 0 17 .013 0 z 17 91957.205 1068..1266...1266..2.216 1-11-.. 16 M23A HSS4x.. .250 0 21 .046 0 z 17 91957.2051068...1266...1266...2.15 H1-.. 17 M24A HSS4x.. .041 0 21 .008 0 z 17 91957.2051068...1266...1266..2.204 H1-.. 18 M25 HSS4x.. .271 0 17 .046 0 z 17 91957.2051068...1266...1266..2.122 H1-.. 19 M26 HSS4x.. .051 0 17 .005 0 z 17 91957.205 1068..1266...1266..1.245 H1-.. 20 M27 HSS4x.. .288 0 17 .048 0 z 17 91957.2051068...1266...1266..2.075 H1-.. RISA-3D Version 12.0.0 [N:\...\...\...\Eng\SEA Interrub Platform.r3d] Page 22 Company : Vector 000ROS Designer : AMW Job Number : Interrub; U1194-339-141 r E c H N o L o w e s Model Name : Equipment Platform Page 32 of 65 July 22, 2014 Checked By: BDV Envelope A/SC 14th(360-10): LRFD Steel Code Checks (Continued) Member Shane Code Check Locfftl LC Shear Che Lo Dir LC phi•Pnc f hi• 21 M28 HSS4x.. .075 0 17 .008 0 z 17 91957.205 1068..1266_1266..1.639 H1-.. 22 M29 HSS4x.. .274 0 21 .047 0 z 21 91957.205 1068...1266..1266...2.87 H1-.. 23 M30 HSS4x.. .064 0 21 .008 0 z 21 91957.205 1068...1266...1266..2.183 H1-.. 24 M158 W12x14 .367 7.333 15 .039 11 y 15 30598.771 1872...7125 2612...1.219 H1-.. 25 M159 W12x14 .422 7.333 15 .044 11 v 15 30598.771 1872...7125 2642...1.233 H1-.. 26 M 160 W12x14 .711 7.333 15 .086 11 y 15 30598.771 1872...7125 2855...1.332 H 1-.. 27 M154A C6x8.2 .067 3.129 5 .041 5.25 y 15 37432.963 774362107...1332...1.132 H1-.. 28 M155A C6x8.2 .154 2.662 5 .071 5•••• y 15 38299.455 77436 2107...1360...1.15 H 1-.. 29 M156A C6x8.2 .146 2.662 5 .068 5•••• V 5 38299.455 77436 2107...1366...1.155H1-.. 30 M157A C6x8.2 .232 3.288 1 .155 5.... y 1 38299.455 77436 2107...139321.188 H 1-.. 31 M158A C6x8.2 .404 2.439 1 .198 0 v 1 37434 774362107...1376...1.17 H1-.. 32 M159A C6x8.2 .048 2.598 5 .027 0 y 1537432.963774362107...1341...1.14H1-.. 15 38299.455 77436 2107...1350...1.142 H1-.. 33 M160A C6x8.2 .047 2.557 5 .025 0 v 34 M161 C6x8.2 .052 2.557 5 .023 0 y 15 38299.455 774362107...1347...1.14 H1-.. 35 M162 C6x8.2 .046 2.609 5 .021 5•••• v 20 38299.455 774362107...1350..1.142 H1-.. 36 M163 C6x8.2 .045 2.651 5 .030 5.25 y 15 37434 774362107...1341...1.14 H1-.. 37 M109A L3x3x3 .665 5.5 7 .035 0 y 7 17514.027 353161320..2576..1.588 H2-1 38 M110A L3x3x3 .666 0 7 .035 5.5 y 1117514.027353161320..2568...1.5681-I2-1 39 M111 L3x3x3 .486 3.722 7 .045 0 V 7 17514.027353161320..2465...1.32 H2-1 40 M112 L3x3x3 .487 1.778 7 .044 5.5 y 1117514.027353161320..2458...1.306H2-1 41 M113 L3x3x3 .373 3.278 7 .045 0 v 7 17514.027 353161320.. 2416...1.223 H2-1 42 M114 L3x3x3 .374 2.222 7 .045 5.5 y 11 17514.027 353161320..2410...1.212 H2-1 43 M115 L3x3x3 .246 2.667 12 .047 0 y 7 17514.027 353161320..2362...1.127 H2-1 44 M116 L3x3x3 .246 2.833 12 .047 5.5 y 11 17514.027353161320..2358...1.121 H2-1 45 M117 L3x3x3 .259 5.25 17 .012 .212 y 17 18487.308 353161320..2620...1.641 H2-1 46 M118 L3x3x3 .493 5.167 17 .006 0 y 17 18812.959 353161320..2445...1.201 H2-1 47 M119 L3x3x3 .520 5.167 17 .003 0 z 1 18812.959 353161320..2324...1.003 H2-1 48 M120 L3x3x3 .497 0 17 .009 3•••• y 17 18812.959353161320..2458...1.227 H2-1 49 M121 L3x3x3 .252 0 21 .012 5.25 z 17 18487.698 353161320..2647..1.724 1-42-1 50 M122 L3x3x3 .296 5.25 17 .012 0 y 17 18487.308 353161320..2621...1.645 H2-1 51 M123 L3x3x3 .477 5.167 17 .005 0 z 17 18812.959 353161320..2417..1.151 H2-1 52 M124 L3x3x3 .512 5.167 17 .003 0 z 1 18812.959353161320..2329...1.01 H2-1 53 M125 L3x3x3 .494 0 17 .007 .887 v 17 18812.959 353161320..2431...1.176 H2-1 54 M126 L3x3x3 .272 0 21 .012 5.25 z 17 18487.698353161320..2644...1.716 H2-1 55 M127 L3x3x3 .329 5.25 17 .012 .318 v 17 18487.308353161320..2622...1.648 H2-1 56 M128 L3x3x3 .462 5.167 17 .004 0 z 17 18812.959353161320..2390...1.103 H2-1 57 M129 L3x3x3 .498 5.167 17 .003 0 z 1 18812.959 35316 1320..2333..1.016 H2-1 58 M130 L3x3x3 .486 0 17 .007 0 y 1718812.959353161320..2402...1.124H2-1 59 M131 L3x3x3 .306 0 17 .012 •424 v 17 18487.698 353161320..2615...1.626 H2-1 60 M132 L3x3x3 .347 5.25 17 .011 0 y 17 18487.308353161320..2623..1.65 H2-1 61 M133 L3x3x3 .453 5.167 17 .004 0 z 17 18812.959 353161320..2371...1.074 H2-1 62 M134 L3x3x3 .474 5.167 17 .002 0 z 1 18812.959353161320..2330...1.011 H2-1 63 M135 L3x3x3 .467 0 17 .007 5.... z 17 18812.959353161320.y2370...1.072 H2-1 64 M136 L3x3x3 .349 0 17 .011 .053 y 1718487.698353161320..2616...1.629H2-1 65 M137 L3x3x3 .259 4.932 22 .018 0 z 17 18487.308 353161320..2551..1.453 H2-1 66 M138 L3x3x3 .431 3.653 22 .013 0 z 16 18812.959353161320..2363...1.06 H2-1 67 M139 L3x3x3 .493 2.557 22 .009 0 z 1618812.959353161320..2331...1.012H2-1 68 M140 L3x3x3 .419 2.192 18 .012 5.... z 22 18812.959353161320..2336...1.02 H2-1 69 M141 L3x3x3 .299 .212 16 .020 5.25 z 1718487.698353161320..2557...1.467H2-1 70 M142 L3x3x3 .315 3.076 22 .029 0 z 1718487.308353161320..2428...1.189H2-1 71 M143 L3x3x3 .466 2.923 22 .026 0 z 1618812.959353161320..2355...1.048H2-1 72 M144 L3x3x3 .554 2.609 22 .024 5.... z 15 18812.959 353161320..2344..1.031 H2-1 73 M145 L3x3x3 .453 2.088 22 .026 5.... z 22 18812.959353161320..2360...1.057 H2-1 74 M146 L3x3x3 .331 2.17416 .030 5.25 z 1718487.698353161320..2410...1.1561-12-1 75 M147 L3x3x3 .321 3.076 22 .029 0 z 17 18487.308 353161320..2431...1.194 H2-1 76 M148 L3x3x3 .467 2:87 22 .026 0 z 16 18812.959 353161320..2352...1.044 H2-1 77 M149 L3x3x3 .551 2.609 22 .024 5.... Z 16 18812.959 353161320..2344..1.031 H2-1 RISA-3D Version 12.0.0 [N:\...\...\...\Eng\SEA Interrub Platform.r3d] Page 23 Company : Vector 8Is o.0 li Designer AMW /- Job Number : Interrub; U1194-339-141 r e c e H o L o G i e s Model Name : Equipment Platform Page 33 of 65 July 22, 2014 Checked By: BDV Envelope AISC 14th(360-10): LRFD Steel Code Checks (Continued) Member Shape Code Check Loclftl LC Shear Che.. Lo Dir LC phi*Pnc f phi* phi* phi* 78 M150 L3x3x3 .464 2.14 22 .025 5.... z 22 18812.959 353161320..2356...1.05 H2-1 79 M151 L3x3x3 .318 2.227 16 .030 5.25 z 17 18487.698 353161320..2405..1.147 H2-1 80 M152 L3x3x3 .323 3.076 22 .028 0 z 16 18487.308353161320..2432...1.196 H2-1 81 M153 L3x3x3 .468 2.87 22 .025 0 z 16 18812.959 353161320..2352...1.043 H2-1 82 M154 L3x3x3 .547 2.609 22 .023 6.... z 17 18812.959 353161320..2344...1.031 H2-1 83 M155 L3x3x3 .473 2.244 22 .025 5.... z 22 18812.959 353161320..2351...1.043 H2-1 84 M156 L3x3x3 .322 2.174 22 .030 5.25 z 16 18487.698 353161320..2427...1.187 H2-1 85 M157 L3x3x3 .043 4.833 12 .008 5.5 y 7 17514.027 353161320..2513...1.427 H2-1 86 M158B L3x3x3 .043 .667 12 .007 5.5 y 11 17514.027353161320..2506...1.411 H2-1 87 M159B L3x3x3 .036 4.444 15 .008 0 y 7 17514.027353161320..2424...1.238 H2-1 88 M160B L3x3x3 .036 1.056 15 .007 5.5 y 11 17514.027 353161320..2418..1.226 H2-1 89 M161A L3x3x3 .065 5.5 6 .009 0 y 7 17514.027353161320..2550...1.52 H2-1 90 M162A L3x3x3 .065 0 6 .007 5.5 y 11 17514.027 353161320..2543...1.501 H2-1, 91 M163A L3x3x3 .115 5.5 7 .010 0 v 7 17514.027 353161320..2573...1.58 H2-1 92 M164 L3x3x3 .115 0 7 .007 6.... z 11 17514.027 353161320..2565...1.56 H2-1 RISA-3D Version 12.0.0 [N:\...\...\...\Eng\SEA Interrub Platform.r3d] Page 24 Page 34 of 65 Code Check No Calc > 1.0 .90-1.0 .75-.90 _ .50-.75 0.-.50 Vector AMW Equipment Platform SK-2 July 22, 2014 at 11:15 AM Interrub; U1194-339-141 SEA Interrub Platform.r3d Page 35 of 65 )yECTOR fl G 1 rl E E R S PROJECT: Interrub JOB NO.: U1194-339-141 DESIGNED: AMW DATE: 7/22/2014 CHECKED: BDV SUBJECT: CALCULATIONS BOLTED TENSION CONNECTION Location: Column Base Plate to Beam Bolt Grade: ASTM A325 or SAE Gr. 5 Bolt Diameter: 0.625 in Number of Bolts: 1 Bolt Capacity: 20709 Ibs (AISC Equation J3-1) Tension Load: 6305 Ibs (factored, LRFD) Check Bolt: 30.4% Result: Select (1) 0.625 in. dia. ASTM A325 or SAE Gr. 5 bolt. Note: Tension Load = Moment in Column / Bolt Spacing / 2 Bolts per side + Uplift / 4 Bolts PLATE IN BENDING Location: Column Base Plate to Beam Plate depth: 1.375 in Intermediate Values Plate width: 1.25 in Lbd/t2 2.2 Moment arm/unbraced length: 2.5 in SX 0.39388021 in' Yield strength: 36 ksi ZX 0.591 Moment capacity: 1595.21 ft-Ibs Load: 6305 Ibs (factored, LRFD) Moment: 1313.4375 ft-Ibs Check Plate: 82.3% Result: Selected plate is adequate. Note: Tension Load = Moment in Column / Bolt Spacing / 2 Bolts per side + Uplift / 4 Bolts Page 36 of 65 /ECTOR En e 1 n E E R S PROJECT: Interrub JOB NO.: U1194-339-141 DESIGNED: AMW DATE: 07/22/14 CHECKED: BDV SUBJECT: WELD GROUP ANALYSIS WELDED CONNECTION WITH FILLET WELDS TREATED AS LINES Description: Column to Base Plate Geometry Weld Pattern: b (in) = d (in) = Rectangular weld group 4 (parallel to x-axis) 4 (parallel to y-axis) SXWELD (in2) = 21.33 SywELo (in2) = 21.33 IPWELo (in3) = 85.33 Lweld (in) = 16.00 Torque arm (in) = 2.83 Graphic Scale: 100% Loads on Weld Group Load Type: Axial(Z) (Ib) = Shearx (Ib) = Shear (Ib) = Momentxx (ft-Ib) _ Moments. (ft-Ib) = Torquegz) (ft-Ib) = LRFD 916 1628 1144 3957 4101 10.6 Results Electrode Class Number (ksi): Required leg size (in) = Actual leg size (in) = Stress ratio: 70 0.206 1/4 82.5% Vaxia, (Ib/in) = Vshearx (Ib/in) _ Vsheary (Ib/in) = Vmomenboc (Ib/in) = Vmomentyy (Ib/in) = Vtorque (Ib/in) = Vmax (Ib/in) = 57 102 72 2226 2307 4 4592 Page 37 of 65 VECTOR E r1 G 1 fl E E R S PROJECT: Interrub BOLTED SHEAR CONNECTION JOB NO.: U1194-339-141 DATE: 7/22/2014 DESIGNED: AMW CHECKED: BDV SUBJECT: CALCULATIONS Location: Beam -to -Beam Connection at Column Bolt Grade: ASTM A325 or SAE Gr. 5 Bolt Diameter: Number of Bolts: Double Shear? Bolt Capacity: 0.75 in 2 No 31809 Ibs (AISC Equation J3-1) Shear Load: 6672 Ibs (factored, LRFD) Check Bolt: 21.0% Result: Select (2) 0.75 in. dia. ASTM A325 or SAE Gr. 5 bolts. Note: Shear Load = Moment / 8" bolt spacing + shear / 2 BOLT BEARING Location: Beam -to -Beam Connection at Column Bolt Diameter: 0.75 in Number of Bolts: 1 Plate Thickness: 0.20 in Plate Yield Strength (Fy): 50 ksi Plate Ultimate Strength (F„ ): 65 ksi Bolt Edge Distance: 1.5 in Bearing Capacity: 10125 Ibs Load: 6672 Ibs (measured from center of bolt hole) (AISC Equations J3-6a and J7-1) (factored, LRFD) Check Bearing: 65.9% Result: Selected connection type is adequate. Note: Page 38 of 65 VECTOR E rl O 1 rl E E R S PROJECT: Interrub JOB NO.: U1194-339-141 DESIGNED: AMW DATE: 07/22/14 CHECKED: BDV SUBJECT: WELD GROUP ANALYSIS WELDED CONNECTION WITH FILLET WELDS TREATED AS LINES Description: Beam -to -Beam Connection Geometry Weld Pattern: b (in) = d (in) = SXWELD (in2) _ SYWELD (Inz — ) — IPWELD (In3) = Lweld (in) = Torque arm (in) = Channel shape weld group, strong axis 3.125 (parallel to x-axis) 11.5 (parallel to y-axis) 57.98 5.81 348.35 17.75 6.30 Graphic Scale: 100% Loads on Weld Group Load Type: Axial(Z) (Ib) = Shearx (Ib) = Shears (Ib) = Momentxx (ft-Ib) = Momentyy (ft-Ib) = Torquegz) (ft-Ib) = LRFD 98.2 936 5591 20.5 0 4136 Vaxiai (Ib/in) = Vshearyx (Ib/in) = Vsheary (Ib/in) = Vmomentxx (Ib/in) = Vmomentyy (Ib/in) = Vtorque (Ib/in) = vmax (Ib/in) = Results Electrode Class Number (ksi): Required leg size (in) = Actual leg size (in) = Stress ratio: 6 53 315 4 0 898 1107 70 0.050 3/16 26.5% Page 39 of 65 VECTOF E rl G I rl E E R S JOB NO.: U1194-339-141 DESIGNED: AMW DATE: 7/22/2014 CHECKED: BDV PROJECT: Interrub SUBJECT: CALCULATIONS BLOCK SHEAR Location: Beam -to -Beam Connection at Column Connection: Bolt Diameter: 0.625 Distance, C1: 1 in Distance, C2: 1.5 in Plate Thickness: 0.2 in Gross Shear Area, A9,,: 0.3 in2 Net Shear Area, A,,,,: 0.225 in2 Net Tensile Area, Ant: 0.125 in2 Ubg: 1 Plate Yield Strength: 50 ksi Plate Tensile Strength: 65 ksi 4 (LRFD): 0.75 Block Shear Capacity: 12,675 Ibs (Eq. J4-5) Factored Shear Load: 6672 Ibs (factored, LRFD) Check Bearing: 52.6% Result: Selected connection type is adequate. Note: BOLT BEARING Location: Girt -to -clip angle Bolt Diameter: 0.5 in Number of Bolts: 1 Plate Thickness: 0.1875 in Plate Yield Strength (Fy): 36 ksi Plate Ultimate Strength (F„ ): 58 ksi Bolt Edge Distance: 1.4 in (measured from center of bolt hole) Bearing Capacity: 4556 Ibs (AISC Equations J3-6a and J7-1) Load: 520 Ibs (factored, LRFD) Check Bearing: 11.4% Result: Selected connection type is adequate. Note: Load = maximum axial load in outrigger (clip angle) Page 40 of 65 VECTOR E rl e I rl E E R S PROJECT: Interrub JOB NO.: U1194-339-141 DESIGNED: AMW DATE: 07/22/14 CHECKED: BDV SUBJECT: WELD GROUP ANALYSIS WELDED CONNECTION WITH FILLET WELDS TREATED AS LINES Description: Stub column to existing timber beam Geometry Weld Pattern: r (in) _ SxwELD (Inz) _ SYWELD (Inz) — IPWELD (in) = Lweld (in) = Torque arm (in) = Graphic Scale: Loads on Weld Group Load Type: Axial(Z) (Ib) = Shearx (Ib) = Shear (Ib) = Momentxx (ft-Ib) = MomentY, (ft-Ib) _ Torque== (ft-Ib) = Circular weld group 5.563 (parallel to y-axis) 97.22 97.22 1,081.70 34.95 5.56 100% LRFD 12072 912 2073 3120 1371 Results Electrode Class Number (ksi): Required leg size (in) = Actual leg size (in) = Stress ratio: vat (Ib/in) = 345 Vsheanc (Ib/in) = 26 Vsneary (Ib/in) = 59 Vmomenboc (Ib/in) = 385 Vmomentyy (Ib/in) = 169 Vtorque (Ib/in) = 0 vmax (Ib/in) = 902 70 0.040 3/16 21.6% Page 41 of 65 VECTOR E rl G 1 n E E R S PROJECT: Interrub JOB NO.: U1194-339-141 DATE: 7/22/2014 DESIGNED: AMW CHECKED: BDV SUBJECT: CALCULATIONS PLATE IN BENDING Location: Stub column to existing timber beam Plate depth: 0.5 in Intermediate Values Plate width: 3.5 in Lbd/t2 0.08163265 Moment arm/unbraced length: 2 in Sx 0.14583333 in' Yield strength: 36 ksi Z, 0.219 Moment capacity: 590.63 ft-Ibs Load: 2674 Ibs (factored, LRFD) Moment: 445.714286 ft-Ibs Check Plate: 75.5% Result: Selected plate is adequate. Note: Load = Moment / 7" bolt spacing / 2 bolts per side BOLTED TENSION CONNECTION Location: Stub column to existing timber beam Bolt Diameter: 0.625 in Embedment: 3 in Number of Bolts: 1 Specific Gravity, G: 0.5 Withdrawl, W: 447 Ibs CD: 1.6 KF/cp: 2.16 1 Withdraw) Capacity, W': 4634 Tension Load: 2674 Ibs (unfactored, ASD) Check Bolt: 57.7% Result: Select (1) 0.625 in. dia. Lag Screw Note: Vector Structural Engineers 9138 S. State STreet, Suite 101 Sandy, UT 84070 (801) 990-1775 (Office) (801) 990-1776 (Fax) Title Block Line 6 /'Wood Beam Lic. # : KW-06004714 Description : -None- CODE REFERENCES Project Title: Engineer: Project Descr: Page 42 of 65 Project ID: Printed: 22 JUL 2014,11:18AM File = N:12014PR-11U1194C-11U1F809-11Eng1INTERR-1.EC6 ENERCALC, INC. 1983-2014, Build:6.14.1.21, Ver.6.14.1.21 Licensee : VECTOR STRUCTURAL ENGINEERS Calculations per NDS 2012, IBC 2012, Load Combination Set : IBC 2012 Material Properties ASCE 7-10 Analysis Method : Load Resistance Factor D Load Combination IBC 2012 Wood Species Wood Grade Beam Bracing : SP/SP :24F-V4 Fb - Tension Fb - Compr Fc - Prll Fc - Perp Fv Ft Beam is Fully Braced against lateral -torsion buckling 2,400.0 psi 1,450.0 psi 1,000.0 psi 650.0 psi 210.0 psi 875.0 psi E : Modulus of Elasticity Ebend- xx 1,700.0 ksi Eminbend - xx 880.0ksi Ebend- yy 1,300.0 ksi Eminbend - yy 670.0ksi Density 35.440 pcf D(4.77) Lr(1.43) S(1.79) W(0.85) D(0.240) Lr(0.30) S(0.3750 D(7.32) Lr(1.43) S(1.79) W(01(f5)1) Lr(10) S(8) 8.75x39 Span = 31.667 ft 8.75x39 Span=10.Oft Applied Loads Beam self weight calculated and added to loads Loads on all spans... Uniform Load on ALL spans : D = 0.0160, Lr = 0.020, S = 0.0250 ksf, Tributary Width = 15.0 ft Load for Span Number 1 Point Load : D = 4.770, Lr= 1.430, S= 1.790, W = 0.850 k on, 25.50 ft Moment : W = 3.10 k-ft, Location = 25.50 ft from left end of this span Load for Span Number 2 Point Load: D = 6.40, Lr = 10.0, S=8.0k(a)10.0ft Point Load : D = 7.320, Lr= 1.430, S= 1.790, W = 0.850 k 4.833 ft Moment : W = 3.10 k-ft, Location = 4.833 ft from left end of this span DESIGN SUMMARY Maximum Bending Stress Ratio Section used for this span fb : Actual FB : Allowable Load Combination Location of maximum on span Span # where maximum occurs Maximum Deflection Max Downward L+Lr+S Deflection Max Upward L+Lr+S Deflection Max Downward Total Deflection Max Upward Total Deflection 0.583; 1 8.75x39 1,825.08 psi 3,132.00 psi +1.20D+1.60Lr+0.50W+1.60H 31.667ft Span # 1 Maximum Shear Stress Ratio Section used for this span fv : Actual Fv : Allowable 0.283 in Ratio = -0.086 in Ratio = 0.700 in Ratio = -0.170 in Ratio = Service loads entered. Load Factors will be applied for calculations. Design OK = 0.398 : 1 8.75x39 180.44 psi 453.60 psi Load Combination +1.20D+1.60Lr+0,50W+1.60H Location of maximum on span = 31.667 ft Span # where maximum occurs = Span # 1 846 4440 342 2231 Maximum Forces & Stresses for Load Combinations Load Combination Segment Length Max Stress Ratios Span # M V Moment Values Mu fb Shear Values Fb Vu fv Fv +1.40D+1.60H Length = 31.667 ft 1 0.279 0.216 1.00 1.00 1.00 1.00 1.00 1.00 1.00 161.81 0.00 875.37 3132.00 0.00 0.00 0.00 22.27 97.91 453.60 Vector Structural Engineers 9138 S. State STreet, Suite 101 Sandy, UT 84070 (801) 990-1775 (Office) (801) g90-1776 (Fax) Title Block Line 6 Wood Beam Project Title: Engineer: Project Descr: Page 43 of 65 Project ID: Printed: 22 JUL 2014, 11:18AM File = N:12014PR-11U1194C-11U1 F809-11EngUNTERR-1.EC6 ENERCALC, INC. 1983-2014, Build:6.14.1.21, Ver.6.14.1.21 Lic. # : KW-06004714 Licensee : VECTOR STRUCTURAL ENGINEERS Description : Load Combination -None- Max Stress Ratios Segment Length Span # M V Moment Values Mu Shear Values fb Fb Vu fv Fv Length =10.0 ft 2 0.279 0.216 1.00 1.00 1.00 1.00 1.00 1.00 1.00 161.81 875.37 3132.00 22.27 97.91 453.60 +1.20D+0.50Lr+1.60L+1.60H 1.00 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 31.667 ft 1 0.345 0.250 1.00 1.00 1.00 1.00 1.00 1.00 1.00 199.65 1,080.09 3132.00 25.82 113.50 453.60 Length =10.0 ft 2 0.345 0.250 1.00 1.00 1.00 1.00 1.00 1.00 1.00 199.65 1,080.09 3132.00 25.82 113.50 453.60 +1.20D+1.60L+0.50S+1.60H 1.00 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 31.667 ft 1 0.332 0.245 1.00 1.00 1.00 1.00 1.00 1.00 1.00 192.39 1,040.84 3132.00 25.25 111.01 453.60 Length =10.0 ft 2 0.332 0.245 1.00 1.00 1.00 1.00 1.00 1.00 1.00 192.39 1,040.84 3132.00 25.25 111.01 453.60 +1.20D+1.60Lr+0.50L+1.60H 1.00 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 31.667 ft 1 0.576 0.394 1.00 1.00 1.00 1.00 1.00 1.00 1.00 333.75 1,805.58 3132.00 40.62 178.57 453.60 Length = 10.0 ft 2 0.576 0.394 1.00 1.00 1.00 1.00 1.00 1.00 1.00 333.75 1,805.58 3132.00 40.62 178.57 453.60 +1.20D+1.60Lr+0.50W+1.60H 1.00 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 31.667 ft 1 0.583 0.398 1.00 1.00 1.00 1.00 1.00 1.00 1.00 337.35 1,825.08 3132.00 41.05 180.44 453.60 Length = 10.0 ft 2 0.583 0.398 1.00 1.00 1.00 1.00 1.00 1.00 1.00 337.35 1,825.08 3132.00 41.05 180.44 453.60 +1.20D+0.50L+1.60S+1.60H 1.00 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 31.667 ft 1 0.536 0.376 1.00 1.00 1.00 1.00 1.00 1.00 1.00 310.53 1,679.98 3132.00 38.81 170.60 453.60 Length = 10.0 ft 2 0.536 0.376 1.00 1.00 1.00 1.00 1.00 1.00 1.00 310.53 1,679.98 3132.00 38.81 170.60 453.60 +1.20D+1.60S+0.50W+1.60H 1.00 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 31.667 ft 1 0.543 0.380 1.00 1.00 1.00 1.00 1.00 1.00 1.00 314.14 1,699.48 3132.00 39.24 172.47 453.60 Length = 10.0 ft 2 0.543 0.380 1.00 1.00 1.00 1.00 1.00 1.00 1.00 314.14 1,699.48 3132.00 39.24 172.47 453.60 +1.20D+0.50Lr+0.50L+W+1.60H 1.00 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 31.667 ft 1 0.357 0.258 1.00 1.00 1.00 1.00 1.00 1.00 1.00 206.86 1,119.08 3132.00 26.67 117.24 453.60 Length = 10.0 ft 2 0.357 0.258 1.00 1.00 1.00 1.00 1.00 1.00 1.00 206.86 1,119.08 3132.00 26.67 117.24 453.60 +1.20D+0.50L+0.50S+W+1.60H 1.00 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 31.667 ft 1 0.345 0.253 1.00 1.00 1.00 1.00 1.00 1.00 1.00 199.60 1,079.84 3132.00 26.10 114.75 453.60 Length = 10.0 ft 2 0.345 0.253 1.00 1.00 1.00 1.00 1.00 1.00 1.00 199.60 1,079.84 3132.00 26.10 114.75 453.60 +1.20D+0.50L+0.70S+E+1.60H 1.00 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 31.667 ft 1 0.369 0.269 1.00 1.00 1.00 1.00 1.00 1.00 1.00 213.87 1,157.05 3132.00 27.72 121.84 453.60 Length = 10.0 ft 2 0.369 0.269 1.00 1.00 1.00 1.00 1.00 1.00 1.00 213.87 1,157.05 3132.00 27.72 121.84 453.60 +0.90D+W+0.90H 1.00 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 31.667 ft 1 0.192 0.147 1.00 1.00 1.00 1.00 1.00 1.00 1.00 111.23 601.74 3132.00 15.17 66.68 453.60 Length = 10.0 ft 2 0.192 0.147 1.00 1.00 1.00 1.00 1.00 1.00 1.00 111.23 601.74 3132.00 15.17 66.68 453.60 +0.90D+E+0.90H 1.00 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 31.667 ft 1 0.180 0.139 1.00 1.00 1.00 1.00 1.00 1.00 1.00 104.02 562.74 3132.00 14.32 62.94 453.60 Length = 10.0 ft 2 0.180 0.139 1.00 1.00 1.00 1.00 1.00 1.00 1.00 104.02 562.74 3132.00 14.32 62.94 453.60 Overall Maximum Deflections - Unfactored Loads Load Combination Span Max. ' ° Deli Location in Span Load Combination Max. '+• Defl Location in Span 1 0.0000 0.000 D4r+S -0.1703 22.468 D4.r+S 2 0.6998 10.000 0.0000 22.468 Vertical Reactions - Unfactored Support notation : Far left is #1 Values in KIPS Load Combination Support 1 Support 2 Support 3 Overall MAXimum 6.482 78.072 D Onty 2.409 29.580 Lr Only 1.179 24.181 S Only 2.895 24.311 Lr+S 4.073 48.492 W Only -0.160 1.860 D+Lr 3.588 53.762 D+S 5.304 53.891 D+W 2.249 31.440 D+Lr+S 6.482 78.072 D+Lr+W 3.428 55.622 Page 44 of 65 3/ECTOR PROJECT: Interrub JOB NO.: U1194-339-141 DATE: 7/22/2014 DESIGNED: AMW CHECKED: BDV SUBJECT: CALCULATIONS HSS IN COMPRESSION Location: Existing Steel Column Steel Shape: HSS 8x8x1/4 Width, D: 8 in Thickness, t: 0.25 in Design Thickness, tiles: 0.23 in Moment of Inertia, I:; 71 in4 Gross Area, A9: ; 7.1 in` Radius of Gyration, r: I 3.15 in Effective Length Factor, K: 0.8 Laterally Unbraced Length, L: 18.5 ft Ratio, KUr 56 Ratio, sgrt(E/Fy): 25.1 Limit: 118 Case: 1 Mod. of Elasticity, E: 29000 ksi Yield Stress, Fy: 46 ksi Elastic Critical Buckling Stress, Fe: 90.0 ksi Critical Buckling Stress, Fcr: 37.1 ksi Nominal Compression Capacity, Pe: 264 k Safety factor for compression, Ce: 1.67 Compression Capacity, P„/Oc: 158 k Tributary Area, AT: 950 ft` (30'-0" x 31'-8") Floor Live Load, Lo: 50 psf KLL: 4 ASCE 7-10, Table 4-2, Interior Column Reduce Live Load, L: 24.67 psf ASCE 7-10, Eq. (4.7-1) Floor Dead Load: 30.6 psf (3.5" light weight deck) Compression, First Floor: 52.5 k Compression, Roof: 78 k (unfactored, ASD - from Enercalc calculation) Self Weight: 0.5 k (unfactored, ASD) Total Compression: 131 k (unfactored, ASD) Check Member: 82.7% Result: Selected member size is adequate. Note: Allowed reudction in roof live Toad not considered - conservative Page 45 of 65 VECT E rl G 1 rl E E R S PROJECT: Interrub JOB NO.: U1194-339-141 DATE: 7/22/2014 DESIGNED: AMW CHECKED: BDV SUBJECT: CALCULATIONS SPREAD FOOTING DESIGN Location: Existing Footing Reactions: Base Axial: 130.6 k (unfactored, ASD) Footing Design: Footing Length, B: 9.5 ft Footing Width, L: 9.5 ft Footing Thickness, tc: 1.33 ft Unit Weight of Concrete: 150 pcf Concrete Volume: 120 ft3 Concrete Weight, Wc: 18 k Bearing Check: Maximum Bearing Pressure, gmax: 1.65 ksf Net Allow. Bearing Pressure, gallnet 2.00 ksf OK Page 46 of 65 ))JECTDR PROJECT: INTERRUB JOB NO.: U1194-339-141 DESIGNED: AMW DATE: 07/22/14 CHECKED: BDV SUBJECT: Design Wind Loads on Other Structures DESIGN WIND LOADS ON OTHER STRUCTURES: (Chimneys, Tanks, Rooftop Equipment, & Similar Structures) Label: Wind Pressure - Generator INPUT DATA: Basic Wind Speed, V [mph]: 110 Exposure Category: B Structure: Cross -Section: Square Height, h [ft]: 7.7 Width, D [ft]: 3.1 Length, L1 [ft]: 7.0 Average Elevation, z [ft]: 5.2 For Non -Rooftop, Flexible Structures, (if n 1 < 1 Hz): Depth, L [ft]: Natural Frequency, n 1 [Hz]: Damping Ratio, [3: 0.005 Rooftop Structure? No Supporting Structure (of Rooftop Structure): Height, H [ft]: Width, B [ft]: Length, L2 [ft]: For Flexible Supporting Structures, (if n 1 < 1 Hz): Depth, L [ft]: Natural Frequency, n 1 [Hz]: Damping Ratio, a: DESIGN SUMMARY: Full Wind Pressure, 1.0W [psf]: Design Wind Pressure, 0.6W [psf]: Design Diagonal Pressure, 0.6W [psf]: 0.005 16.0 9.6 9.6 5 D � / / STRUCTURE z /// N SUPPORTING STRUCTURE Page 47 of 65 IECTDF E rl 9 1 fl E E R S JOB NO.: U1194-339-141 DESIGNED: AMW DATE: 07/22/14 CHECKED: BDV PROJECT: INTERRUB SUBJECT: Design Wind Loads on Other Structures DESIGN WIND LOADS ON OTHER STRUCTURES Label: Wind Pressure - Generator WIND ANALYSIS: ASCE 7-10 References: Full Wind Pressure, 1.0W [psf]: Design Wind Pressure, 0.6W [psf]: Design Diagonal Pressure, 0.6W [psf]: Design Wind Pressure: Velocity Pressure, qz [psf]: Gust -Effect Factor, G: Force Coefficient, Cf: Design Diagonal Pressure: Velocity Pressure, qz [psf]: Gust -Effect Factor, G: Force Coefficient, Cf: Velocity Pressure, q= = 0.00256K=KnKdV2 Velocity Pressure Exposure Coefficient, Kz: Topographic Factor, Kzt: Wind Directionality Factor, Kd: 16.0 9.6 9.6 11.8 0.9 1.32 11.8 0.9 1.0 0.57 1.0 0.90 Velocity Pressure Exposure Coefficient, K= = 2.01(z/z9)(2/a) Nominal Height of Atm. Boundary Layer, zg [ft]: 3-sec Gust -Speed Power Law Exponent, a: 1200 7.0 (Section 29.5) (Section 2.4.1) (Section 2.4.1) (Equation 29.3-1) (Section 26.9) (Figure 29.5-1) (Equation 29.3-1) (Section 26.9) (Figure 29.5-1) (Equation 29.3-1) (Table 29.3-1) (Section 26.8.2) (Table 26.6-1) (Table 29.3-1) (Table 26.9.1) (Table 26.9.1) Page 48 of 65 >)1111*/ECTOF JOB NO.: U1194-339-141 DATE: 7/22/2014 DESIGNED: AMW CHECKED: BDV PROJECT: Interrub SUBJECT: CALCULATIONS Description: Generator Overtuming/Connection - full Transverse Width: 3.1 ft Longitudinal Width: 7 ft Height: 7.67 ft Weight: 4600 Ibs Base Width (Bolt Spacing): 2.92 ft Loads: Load Factor: 1 0.6 Dead Load: 4600 2760 Wind Load. 1.0*W: Design Wind Pressure: Vtrans: Vlong: Seismic Load. 0.7*E: Occupancy Category: Seismic Design Category: Ip = Site Class: Rp = S8 = Si = ap = z= h= z/h = 9.6 psf 515 Ibs 227 Ibs Consider Seismic: II D 1.00 D 6.5 1.472 0.550 1.0 1.0 1.0 1.0 "conservative (wind pressure) Yes Fa = F„ = SMS = SMt = Sos = Sol = 1.0 1.5 1.472 0.825 0.981 0.550 0.7 * Fp.mm =L 948 ft 0.7 * Fp,mex - 5056 ft 0.7*Forms = 0.7 * Fp,1ong = Comer Forces a Base of Generator Overturning/Connection - full: Controlling OTM Transverse Direction: Longitudinal Direction: Max Tension: Allowable Bolt Tension: Check: Load (lbs) (ft-lbs) 948 948 Ibs Ibs Ibs Ibs Down (Ibs) Up (lbs) Shear (lbs) 948 4929 1995 155 237 948 4929 1995 155 237 155 2525 6% Ibs Ibs OK • Comer Forces © Base Select Hilti HSL-3 M12 heavy-duty expansion anchor w/ 5-1/8" minimum embed. (Tall = 2,525 Ibs, Vall = 5,170 lbs) Typical of (3) each longitudinal side. Page 49 of 65 • VCTDREnsi JOB NO.: U1194-339-141 DATE: 7/22/2014 DESIGNED: AMW CHECKED: BDV PROJECT: Interrub SUBJECT: CALCULATIONS Description: Generator Overtuming/Connection - empty Transverse Width: 3.1 ft Longitudinal Width: 7 ft Height: 7.67 ft Weight: 3025 Ibs Base Width (Bolt Spacing): 2.92 ft Loads: Load Factor: 1 0.6 Dead Load: 3025 1815 Wind Load. 1.0*W: Design Wind Pressure: Vtrans: Viong: Seismic Load. 0.7*E: Occupancy Category: Seismic Design Category: Ip = Site Class: Rp = Ss = S, = ap = z= h= z/h = 9.6 psf 515 Ibs 227 Ibs Consider Seismic: II D 1.00 D 6.5 1.472 0.550 1.0 1.0 1.0 1.0 ft ft (wind pressure) Yes Fa = F„ = SMS = SM, = SDS = SD1 = 0.7 * Fp,min = 0.7 * Fp,max = 0.7 * Fp,trans = "conservative 0.7 * Fp,long = Corner Forces (a Base of Generator Overturning/Connection - empty: Transverse Direction: Longitudinal Direction: Controlling OTM Load (Ibs) (ft-Ibs 1.0 1.5 1.472 0.825 0.981 0.550 623 3325 623 623 Ibs Ibs lbs Ibs Down (Ibs) Up (Ibs) Shear (Ibs) 623 3242 1312 102 156 623 3242 1312 102 156 Max Tension: 102 Ibs Allowable Bolt Tension: 1212 Ibs Check: 8% OK ♦ Comer Forces @ Base Select 1/2" Hilti KBTZ (SS) w/ 2" minimum embed (Tall = 1,212 Ibs, Vall = 3,049 Ibs) Typical of (3) along each longitudinal side. Page 50 of 65 >�EneinEER /ECTOR PROJECT: INTERRUB Components and Cladding Wind Calculations JOB NO.: U1194-339-141 DESIGNED: AMW DATE: 07/22/14 CHECKED: BDV SUBJECT: Wind Calculations Label: Antenna Wind Load SITE -SPECIFIC WIND PARAMETERS: Basic Wind Speed [mph]: Exposure Category: Importance Factor, I: 110 B 1.00 ADDITIONAL INPUT & CALCULATIONS: Height of roof, h [ft]: Comp/Cladding Location: Enclosure Classification: GCP: a: zg [ft]: 33.5 Walls & Roofs Enclosed Buildings 1.74 Figure 30.6-1 7 Table 26.9-1 1200 Table 26.9-1 Kh: 0.723 K1: K2: K3: Kn: 1 Kd: 0.85 Velocity Pressure, qh [psf]: 19.04 GCP;: 0.18 OUTPUT: Table 27.3-1 Figure 26.8-1 Figure 26.8-1 Figure 26.8-1 Equation 26.8-1 Table 26.6-1 Equation 30.3-1 Table 26.11-1 Design Pressure, p [psf]: 36.55 psf (1.0 Wind) Notes: Note: Calculations per ASCE 7-10 (enter largest abs. value) (leave blank for negligible topographic effects) (leave blank for negligible topographic effects) (leave blank for negligible topographic effects) (largest abs. value) P=9„«GCp)—(GCn,A Antenna Loads: 8' Panel Antenna 4' Panel Antenna RRU Weight (Ibs) 83.2 35.7 58 Dimension (LxDxW) (in) 94.9x20.7x7.4 51.1x12x7.1 20.4x18.5x7.4 Front area (ft2) 13.64 4.26 2.62 * Loads divided by two, one per support Side area (ft2) 4.88 2.52 1.05 Front Toad* Side Toad* (Ibs) (Ibs) 498.6 178.3 155.6 92.1 95.8 38.3 1188.845542 Page 51 of 65 z x -.042k Loads: BLC 1, DL (Dead) Envelope Only Solution Vector AMW Antenna Mounting SK-1 July 24, 2014 at 1:40 PM Cascadia PM; U1194-332-.. Interrub Antennas.r3d Page 52 of 65 z x .178k Loads: BLC 2, WLZ (Wind Z) Envelope Only Solution Vector AMW Antenna Mounting SK-2 July 24, 2014 at 1:40 PM Cascadia PM; U1194-332-.. Interrub Antennas.r3d Page 53 of 65 Z .499k Code Check _ No Cale > 1.0 .90-1.0 .75-.90 _ .50-.75 0..50 Vector AMW Antenna Mounting SK-3 July 24, 2014 at 1:40 PM Cascadia PM; U1194-332-.. Interrub Antennas.r3d Company : Vector 8EHROS,ki Designer : AMW Job Number : Cascadia PM; U1194-332-141 TECHNOLOGIES Model Name : Antenna Mounting Page 54 of 65 July 24, 2014 Checked By: BDV Joint Coordinates and Temperatures X fftl 1 N 1 0 -.25 0 0 2 N2 0 1 0 0 3 N4 0 10.2083 0 0 4 N 11 -.42 1 0 0 5 N13 0 0 0 0 6 N14 -.42 0 0 0 7 N8 0 .5 0 0 8 N9A 0 1.75 0 0 9 N10 0 2.625 0 0 10 N 10A 0 9.7917 0 0 Load Combinations 1 1.4D Yes Y DL 1.4 2 1.2DL + 1.0WindZ Yes Y DL 1.2 WLZ 1 3 1.2DL - 1.0WindZ Yes Y DL 1.2 WLZ -1 4 1.2DL + 1.0WindX Yes Y DL 1.2 WLX 1 5 1.2DL-1.0WndX Yes Y DL 1.2 WLX -1 6 0.9DL + 1.0WindZ Yes Y DL .9 WLZ 1 7 0.9DL-1.0WindZ Yes Y DL .9 WLZ -1 8 0.9DL + 1.0WindX Yes Y DL .9 WLX 1 9 0.9DL-1.0WindX Yes Y DL .9 WLX -1 10 1.0D Y DL 1 11 1.0Wx Y W... 1 12 1.0Wz Y W.. 1 Envelope Member Section Forces 1 M1 1 m... 0 1 0 5 0 3 0 1 0 1 0 1 2 min 0 1 0 4 0 2 0 1 0 1 0 1 3 2 m... 0 1 0 4 0 3 0 1 0 1 0 1 4 min 0 1 0 5 0 2 0 1 0 1 0 1 5 M3 1 m... 6.338 9 5.816 8 2.302 3 0 1 0 2 2.443 8 6 min -6.544 4 -6.07 5 -2.302 2 0 1 0 3 -2.549 5 7 2 m... 6.338 9 5.816 8 2.302 3 0 1 .967 3 0 8 8 min -6.544 4 -6.07 5 -2.302 2 0 1 -.967 2 0 5 9 M4 1 m... 5.354 4 5.825 9 1.87 2 0 1 0 3 2.446 9 10 min -5.148 9 -6.059 4 -1.87 3 0 1 0 2 -2.545 4 11 2 m... 5.354 4 5.825 9 1.87 2 0 1 .786 2 0 8 12 min -5.148 9 -6.059 4 -1.87 3 0 1 -.786 3 0 5 Envelope Joint Reactions Z fkl LC LC 1 N11 max 6.338 9 6.077 5 2.302 3 0 1 .967 2 -0 1 2 min -6.544 4 -5.809 8 -2.302 2 0 1 -.967 3 0 1 3 N14 max 5.354 4 6.054 4 1.87 2 0 1 .786 3 0 1 4 min -5.148 9 -5.829 9 -1.87 3 0 1 -.786 2 0 1 5 Totals: max 1.19 5 .322 1 .432 3 6 min -1.19 4 .207 9 -.432 2 Envelope AISC 14th(360-10): LRFD Steel Code Checks 1 Member Shape M1 Code Check .665 LocrftLC Shear Che...Lo.. Dir LC phi*Pnc k phi*... hi* phi*... Cb Eqn 1 4 150.421 )78.7517.95417.954 q 1.268 4 .231 .845 1.73 H1-.. RISA-3D Version 12.0.0 [N:\...\...\...\Eng\Interrub Antennas.r3d] Page 1 Page 55 of 65 VECTOR E rl G 1 rl E E R S PROJECT: Interrub JOB NO.: U1194-339-141 DESIGNED: AMW DATE: 7/22/2014 CHECKED: BDV SUBJECT: CALCULATIONS PLATE IN BENDING Location: L5x5x5/8 Plate depth: 0.625 in Intermediate Values Plate width: 3.4375 in Lbd/t2 0.11570248 Moment arm/unbraced length: 2.1875 in Sx 0.22379557 in' Yield strength: 36 ksi Zx 0.336 in' Moment capacity: 906.37 ft-Ibs Load: 3272 Ibs (factored, LRFD) Moment: 596.5 ft-Ibs Check Plate: 65.8% Result: Selected plate is adequate. Note: Load = Maximum reaction from RISA analysis / 2 anchors = 6544 Ibs/2 PLATE IN BENDING Location: L4x4x1/2 Plate depth: 0.5 in Intermediate Values Plate width: 3.5 in Lbd/t2 0.07142857 Moment arm/unbraced length: 1.75 in Sx 0.14583333 in' Yield strength: 36 ksi Zx 0.219 in' Moment capacity: 590.63 ft-Ibs Load: 3272 Ibs (factored, LRFD) Moment: 477.2 ft-Ibs Check Plate: 80.8% Result: Selected plate is adequate. Note: Load = Maximum reaction from RISA analysis / 2 anchors = 6544 Ibs / 2 Page 56 of 65 VECTDF E rl G I rl E E R S JOB NO.: U1194-339-141 DESIGNED: AMW DATE: 7/22/2014 CHECKED: BDV PROJECT: Interrub BOLTED SHEAR CONNECTION Location: Angle to Angle Connection Bolt Grade: ASTM A325 or SAE Gr. 5 Bolt Diameter: Number of Bolts: Double Shear? Bolt Capacity: 0.5 in 1 No 4712 Ibs SUBJECT: CALCULATIONS (AISC Equation J3-1) Shear Load: 3272 Ibs (unfactored, ASD) Check Bolt: 69.4% Result: Select (1) 0.5 in. dia. ASTM A325 or SAE Gr. 5 bolt. Note: Load = Maximum reaction from RISA analysis / 2 anchors = 6544 Ibs/ 2 BOLT BEARING Location: Angle to Angle Connection Bolt Diameter: 0.5 in Number of Bolts: 1 Plate Thickness: 0.5 in Plate Yield Strength (Fy): 36 ksi Plate Ultimate Strength (F„): 58 ksi Bolt Edge Distance: 1.25 in Bearing Capacity: 8100 Ibs Load: 3272 Ibs Check Bearing: 40.4% Result: (measured from center of bolt hole) (AISC Equations J3-6a and J7-1) (unfactored, ASD) Selected connection type is adequate. Note: Load = Maximum reaction from RISA analysis / 2 anchors = 6544 Ibs/2 Page 57 of 65 www,hilti.us Profis Anchor 2.3.5 Company: Specifier: Address: Phone I Fax: E-Mail: Page: Project: Sub -Project I Pos. No.: Date: 1 7/24/2014 Specifier's comments: 1 Input data Anchor type and diameter: Kwik Bolt TZ - SS 316 5/8 (4) Effective embedment depth: hef = 4.000 in., hnom = 4.438 in. Material: AISI 316 Evaluation Service Report: ESR 1917 Issued I Valid: 11/1/2012 15/1/2013 Proof: design method ACI 318 / AC193 Stand-off installation: eb = 0.000 in. (no stand-off); t = 0.500 in. Anchor plate: Ix x ly x t = 5.000 in. x 14.500 in. x 0.500 in.; (Recommended plate thickness: not calculated) Profile: no profile Base material: cracked concrete, 3000, fo' = 3000 psi; h = 7.250 in. Reinforcement: tension: condition B, shear: condition B; no supplemental splitting reinforcement present edge reinforcement: none or < No. 4 bar Seismic loads (cat. C, D, E, or F) no Geometry [in.] & Loading [lb, in.lb] 2 Proof I Utilization (Governing Cases) Design values [lb] Utilization Loading Proof Load Capacity IN / f3v (%] Status Tension Pullout Strength 3272 4158 79 / - OK Shear Steel Strength 3027 6417 - / 48 OK Loading l (3v Utilization P,v (%] Status Combined tension and shear loads 0.787 0.472 5/3 96 OK Fastening meets the design criteria! Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor ( c ) 2003-2009 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan Page 58 of 65 YECTOR En elnEERS PROJECT: Interrub JOB NO.: U1194-339-141 DESIGNED: AMW DATE: 07/22/14 CHECKED: BDV Parapet Component & Cladding Wind Load: Label: Parapet Wind Loading INPUT DATA: Basic Wind Speed, V [mph]: 110 Exposure Category: B 1.00 Top of Parapet Elevation, z = hp (ft): 33.5 Component Width (ft): 4 Component Height (ft): 2 Velocity Pressure, qp: Velocity Pressure Exposure Coefficient, K2: Topographic Factor, Kn: Wind Directionality Factor, Kd: Velocity Pressure, qp: K_ = 2.01(z / zg)(21a) Nom. Ht. of Atmospheric Bound Layer, zg (ft): 3-s Gust -Speed Power Law Exponent, a: Minimum Height, Zmin (ft): 0.72 1.0 0.85 19.0 Note: Calculations per ASCE 7-10 Table 30.3-1 Section 26.8.2 Table 26.6-1 Equation 30.9-1 Table 30.3-1 1200 Table 26.9-1 7.0 Table 26.9-1 30 Table 26.9-1 Component & Cladding Area (ft2): 8 Comp/Cladding Classification (Walls): Walls, h 5 60 ft Comp/Cladding Classification (Roof): Gable Roofs 8 5 7°, h <_ 60 ft External Wall Pressure Coefficient, GCP: 1.1 Figure 30.4-1 External Roof Pressure Coefficient, GCP: 1.8 Figure 30.4-2A Design Wind Pressure, p (psf): 55.2 (1.0 Wind) Pi Windward parapet Leeward parapet Load Case A Load Case B —. Pa p� Top hf parapet Page 59 of 65 ,�EnsinEE /ECTOR PROJECT: INTERRUB Components and Cladding Wind Calculations JOB NO.: U1194-339-141 DESIGNED: AMW DATE: 07/22/14 CHECKED: BDV SUBJECT: Wind Calculations Label: Building Wind Load SITE -SPECIFIC WIND PARAMETERS: Basic Wind Speed [mph]: 110 Exposure Category: B Importance Factor, I: 1.00 ADDITIONAL INPUT & CALCULATIONS: Height of roof, h [ft]: 33.5 Comp/Cladding Location: Walls Enclosure Classification: Enclosed Buildings GCP: 1.1 Figure 30.6-1 a: 7 Table 26.9-1 z9 [ft]: 1200 Table 26.9-1 Kn: 0.723 Table 27.3-1 Kt: Figure 26.8-1 K2: Figure 26.8-1 K3: Figure 26.8-1 Kn: 1 Equation 26.8-1 Kd: 0.85 Table 26.6-1 Velocity Pressure, qh [psf]: 19.04 Equation 30.3-1 GC/A: 0.18 Table 26.11-1 OUTPUT: Design Pressure, p [psf]: 24.37 psf (1.0 Wind) Notes: Note: Calculations per ASCE 7-10 (enter largest abs. value) (leave blank for negligible topographic effects) (leave blank for negligible topographic effects) (leave blank for negligible topographic effects) (largest abs. value) P = 9i, 1(GCr,)- (GC),r)j Vector Structural Engineers 9138 S. State STreet, Suite 101 Sandy, UT 84070 (801) 990-1775 (office) (801) 9'90-1776 (Fax) Title Block Line 6 Concrete Slender Wall Lic. # : KW-06004714 Description : —None— Code References Project Title: Engineer: Project Descr: Page 60 of 65 Project ID: Printed: 24 JUL 2014, 1:52PM File = N:12014PR-11U1194C-11U1F809-11EnglINTERR-4.EC6 ENERCALC, INC. 1983-2014, Build:6.14.1.21, Ver..6.14.1.21 Licensee : VECTOR STRUCTURAL ENGINEERS Calculations perACI 318-11 Sec 14.8, IBC 2012, Load Combinations Used : IBC 2012 General Information ASCE 7-10 fc : Concrete 28 day strength = Fy : Rebar Yield = Ec : Concrete Elastic Modulus = X : Lt Wt Conc Factor = Fr : Rupture Modulus = Max % of p balanced = Max Pu/Ag = fc * _ Concrete Density = Width of Design Strip = Two -Story Wall Dimensions 3.0 ksi 60.0 ksi 3,122.0 ksi 1.0 273.861 psi 0.01355 0.060 144.0 pcf 48.0 in Wall Thickness Rebar at wall center Rebar "d° distance Lower Level Rebar .. . Bar Size # 4 Bar Spacing 16.0 in Upper Level Rebar .. . Bar Size # 4 Bar Spacing 16.0 in 7.250 in Temp Diff across thickness = deg F Min Allow out -of -Plane Defl Ratio = L / 150.0 3.625 in Minimum Vertical Steel % = 0.0020 Using Stiff. Reduction Factor per ACI R.10.12.3 A 1st Story Height B 2nd Story Height C Parapet height 18.50 ft 13.0 ft 6.50 ft Wall Support Condition Top & Bottom Pinned Initial Lateral Disp. @ Top Support in Vertical Loads Vertical Concentrated Loads ... ( Applied to full "Strip Width") Beam Load #1 Eccentricity in Dist. from Base 33.50 ft Lateral Loads C Roof Attachment 2nd Attachment Floor Attachment DL : Dead Lr : Roof Live Lf : Floor Live S : Snow W : Wind 5.90 k Full area WIND load Fp 1.0 Point Lateral Load Distributed Lateral Load Distributed Lateral Load psf 0.0 psf Lr Wall Weight Seismic Load Input Method : Seismic Wall Lateral Load L E Direct entry of Lateral Wall Weight psf Height (Applied to full "STRIP Width") 1.20k W 39.50 ft Endpoints from Base (Applied to full "STRIP Width") 0.0550 kilt 0.02440 k/ft top bottom 33.50 31.50 klft 31.50 0.50 klft Vector Structural Engineers 9138 S. State STreet, Suite 101 Sandy, UT 84070 (801) 990-1775 (Office) (801) g90-1776 (Fax) Title Block Line 6 'Concrete Slender Wall Lic. # : KW-06004714 Description : -None- DESIGN SUMMARY PASS PASS PASS Goveming Load Combination ... Moment Capacity Check +0.90D+W Service Deflection Check D+L+W Axial Load Check +0.90D+W Reinforcing Limit Check Minimum Moment Check +1.40D Design Maximum Combinations • Moments Project Title: Engineer: Project Descr: Page 61 of 65 Project ID: Printed: 24 JUL 2014, 1:52PM File = N:12014PR-11U1194C-11U1F809-11EngiNTERR-4.EC6 ENERCALC, INC. 1983-2014, Build:6.14.1.21, Ver..6.14.1.21 Licensee : VECTOR STRUCTURAL ENGINEERS Results reported for "Strip Width" of 48.0 in Actual Values ... Allowable Values... Maximum Bending Stress Ratio C034 < 105 %- OKAY Max Mu -9.710 k-ft -Pi * Mn 9.390 k-ft Min. Defl. Ratio 332.885 Max. Deflection -0.4686 in Max Pu / Ag 25.840 psi Location 31.283 ft Controlling As/bd 0.003448 Mcracking Maximum Reactions ... Top Horizontal Base Horizontal Mid-Ht Horizontal Vertical Reaction 0.06*fc Max Allow Ratio 150.0 Max. Allow. Defl. 1.480 in 180.0 psi As/bd = 0.0 rho bal 0.01355 9.597 k-ft Minimum Phi Mn for Load Combination.... W Only D+L+W+S/2 W Only D+L+W+S/2 9.390 k-ft 2.431 k 0.4138 k 0.7771 k 19.124 k Load Combination 0.000 0.000 0.000 0.000 +1.20D+1.60Lr+0.50W at 31.07 to 31.50 0.000 0.000 +1.20D+1.60S+0.50W at 31.07 to 31.50 0.000 +1.20D+0.50Lr+0.50L+W at 31.07 to 31.50 0.000 +1.20D+0.50L+0.50S+W at 31.07 to 31.50 0.000 0.000 +0.90D+W at 31.07 to 31.50 0.000 0.000 Design Maximum Combinations - Deflections Axial Load Load Combination Pu k 0.000 D + L + W at 26.73 to 27.17 2.455 D + L + W + S/2 at 26.73 to 27.17 2.455 D + L + S + W/2 at 26.73 to 27.17 1.718 0.000 D + 0.5(L+Lr) + 0.7W at 26.73 to 27.17 2.013 0.000 Reactions - Vertical & Horizontal Load Combination Axial Load Pu 0.06*fc*b*t Mcr Mu Phi k k k-ft k-ft 0.000 0.00 0.00 0.00 0.000 0.00 0.00 0.00 0.000 0.00 0.00 0.00 0.000 0.00 0.00 0.00 15.660 0.00 1.21 0.90 0.000 0.00 0.00 0.00 15.660 0.00 1.21 0.90 15.660 0.00 2.43 0.90 15.660 0.00 2.43 0.90 0.000 0.00 0.00 0.00 15.660 0.00 2.43 0.90 0.000 0.00 0.00 0.00 Moment Values Mcr Mactual k-ft k-ft 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Base Horizontal I gross in^4 0.00 0.00 1.09 381.08 1.09 381.08 0.54 381.08 0.00 0.00 0.76 381.08 0.00 0.00 Mid Horizontal Moment Values Phi Mn k-ft 0.00 0.00 0.00 0.00 2.35 0.00 2.35 2.35 2.35 0.00 2.35 0.00 Stiffness I cracked in^4 0.00 17.57 17.57 16.74 0.00 17.07 0.00 0.6 * As As Ratio rho bal in^2 0.000 0.0000 0.0000 0.000 0.0000 0.0000 0.000 0.0000 0.0000 0.000 0.0000 0.0000 0.150 0.0034 0.0135 0.000 0.0000 0.0000 0.150 0.0034 0.0135 0.150 0.0034 0.0135 0.150 0.0034 0.0135 0.000 0.0000 0.0000 0.150 0.0034 0.0135 0.000 0.0000 0.0000 I effective in^4 0.000 17.566 17.566 16.735 0.000 17.069 0.000 Deflections Deflection Defl. Ratio in 0.000 0.469 0.469 0.244 0.000 0.336 0.000 0.0 332.9 332.9 639.3 0.0 464.3 0.0 Top Horizontal Vertical @ Wall Base D Only S Only W Only E Only D+L+Lr 0.0 k 0.0 k 0.4 k 0.0 k 0.0 k 0.000 k 0.000 k 0.777 k 0.000 k 0.000 k 0.00 k 0.00 k 2.43 k 0.00 k 0.00 k 13.224 k 0.000 k 5.900 k 0.000 k 13.224 k Vector Structural Engineers 9138 S. State STreet, Suite 101 Sandy, UT 84070 (801) 990-1775 (Office) (801)190-1776 (Fax) Title Block Line 6 Concrete Slender Wall Project Title: Engineer: Project Descr: Page 62 of 65 Project ID: Printed: 24 JUL 2014, 1:52PM File = N:12014PR-11U1194C-11U1F809-11Eng1INTERR-4.EC6 ENERCALC, INC. 1983-2014, Build:6.14.1.21, Ver.6.14.1.21 Lic. # : KW-06004714 Licensee : VECTOR STRUCTURAL ENGINEERS Description : —None-- Reactions • Vertical & Horizontal Load Combination Base Horizontal Mid Horizontal Top Horizontal Vertical @ Wall Base D+L+S D+L+W+S12 D+L+S+Wl2 D+L+S+El1.4 0.0 k 0.4 k 0.2 k 0.0 k Load on roof diaphragm. Existing roof diaphragm not adequate for horizontal Toad due to proposed antenna installation. LTT2OB Simpson tension straps are to be installed as shown on the construction drawings. 0.000 k 0.776 k 0.395 k 0.000 k 0.00 k 13.224 k 19.124 k 16.174 k 13.224 k TECHNICAL DATA SHEET tffaitw, Dupe"7, 2013 All national, state, and local building code requirements must be followed and where they are Ja 1l1�esHard- more stringent than the Hardie® RevealTM Panel installation requirements, state and local requirements will take precedence. Hardie® RevealTM Panel General Description Hardie® RevealTM Panel is a noncombustible Fiber -Cement panel siding, manufactured by James Hardie Building Products. All James Hardie Manufacturing Plants are third party quality assurance certified by Intertek Testing Services. Product Dimension Thickness - 7/16 inch Length - 95-1/2 inches Width - 47 1/2 inches Product Composition Hardie® RevealTM Panel is a Grade II, Type A, fiber -cement flat sheet as defined by ASTM C 1186. The panels are manufactured by the Hatschek process and cured by high pressure steam autoclaving. Code Compliance -Hardie® RevealTM Panel fiber -cement complies with: ICC-ES AC90 Acceptance Criteria on Fiber Cement Siding used as Exterior Siding, The 2006, 2009, and 2012 International Building Code® (IBC) Sections 1404.10 and 2006, 2009, and 2012 International Residential Code® (IRC) Table R703.4 as ASTM C 1186-02 Standard Specification Grade II, Type A, Non -Asbestos Fiber -Cement Flat Sheets. (as shown in Table 1 below). - Wind Design - Allowable Fastener Spacing: Design Tables 2 and 3 as shown in this sheet provides allowable fastener spacing to wood studs and minimum 20 gauge metal studs, metal hat channel furring or Z-girts - Fire Characteristics: Hardie® RevealTM Panel is deemed a noncombustible building material in accordance with ASTM E 136, Hardie® RevealTM Panel may be used in ASTM E119 fire resistance rated assemblies as listed by Warnock Hersey (for more information contact James Hardie at 1-888 J-HARDIE (1-888 542-7343) or info@JamesHardie.conl): 120 minute Designs JH/WA 120-02 or JH/WA 120-04, 60 minute designs JH/WA 60-01, JH/WA 60-09 or JH/WA 60-10, In all designs double studs may be required at the vertical joints. Hardie® RevealTM Panel is a Class A Product, Surface burning characteristics in accordance with ASTM E 84 are, Flame Spread Index = 0 and Smoke Developed Index <_ 5. -Hardie® RevealTM Panel shall be installed on exterior walls braced in accordance with the following sections of the applicable code: Sections 2308.9.3, 2308.11, or 2308.12 of the International Building Code®; Sections R602.10 or R603.3.3 of the International Residential Code® - A water -resistive barrier complying with Section 1403.2 of the International Building Code® or Section R703.2 of the International Residential Code® is required to be installed. -Hardie® RevealTM Panel and RevealTM Trims do not form a moisture management system; the architect and the builder are responsible for designing and installing a building code compliant building enclosure. -Hardie® RevealTM Panel shall be installed in accordance with this report and the manufacturer's published Installation Requirements, for a copy contact your local James Hardie Sales Representative or visit www.JamesHardieCommercial.com . All national, state, and local building code requirements must be followed and where they are more stringent than the Hardie® RevealTM Panel Installation Requirements, state and local requirements will take precedence. - The Building Official reserves the right to approve alternate materials, design and methods of construction based on research reports and tests 2006, 2009, and 2012 International Building Code® Section 104.11, 2006, 2009 and 2012 International Residential Code® Section R104.11. -Test reports can be furnished to the Building Official upon request, contact your local James Hardie Sales Representative. -Product Sampled and Tested by Intertek Testing Services. www.intertek-etlsemko.com Table 1, Hardie® RevealTM Warnock Hersey AUTHORIZATION TO MARK `O'ERTFr 4141) i•cM A US �ePnock Nes*O LISTED Client # 8518, 17832 Paael ASTM C 1186 Physical Properties and Supplementary Property Requirements Requirement Pass/Fail Dimensional Tolerances Length Width Thickness Squareness Edge Straightness ± 0.5% ±0.5°%° ± 1.6 mm < 10.9 mm < 10.9 mm Pass Dimensional Variation (mm) Length Width Width Thickness < 6.0 < 6.0 < 2.4 Pass Water Absorption, % by mass As reported Note 1 Density, kglm3 As reported Note 1 Moisture Movement, %Linear Change 30 — 90% Relative Humidity After 48 hr saturation As reported As reported Note 1 Flexural Strength Wet conditioned, MPa Equilibrium conditioned, MPa FreezelThaw, % wet retention Warm Water, °A° wet retention > 7.0 MPa > 10.0 MPa a 80% z 85% Pass Intertek Moisture Content, % As reported Note 1 Water Tightness No drop formation Pass Warm Water Resistance, Observations No visible cracks or structural alteration Pass Heat/Rain Resistance No visible cracks or structural alteration Pass Freeze/Thaw Resistance Observations Mass Loss, % No visible cracks or structural alteration 5 3.0 Pass Accelerated Weathering Test No cracking, checking, or crazing Pass Surface Burning Characteristics FSI = 0 SDI 5 5 Pass Note 1. No pass/fail requirement, results are reported. Page 1 of 5 TECHNICAL DATA SHEET ' Effective June 7, 2013 Is JamesHardie Hardie® Reveal Panel All national, state, and local building code requirements must be followed and where they are more stringent than the Hardie® Reveallu Panel installation requirements, state and local requirements will take precedence. Table 2 - Basic Wind Speed Table - 24" OC Wood and Steel Framing 20121BC (Ultimate Design Wind Speed, V,,) 2012IBC 2009, 2006 IBC & IRC' (Basic Wind Speed, V.d4 ) Coefficients used in Table 6 calculations for V,dt Wind exposure Wind exposure Panel is Product Product Thickness (inches) Width (inches) Fastener Type Fastener Spacing Frame Type Stud Spacing (inches) Building Height25 (feet) B C D B C D Avowable Design Load (PSF) Exp B Exp C Exp D Kd Kd GCp -1.4 GCoi 0.18 Hardie Reveal Panel 7/16 47.5 No. 10 12 x 1.5 in long x 0.472 in head diameter button head screw Configuration 5 [4 screws measuring 6 in. from panel edge and two screws spaced equidistant in center] 2x4 wood (SW) + wood furring (3/4" thick x mn 1 1/ " wide) 24 0-15 199 181 164 154 140 127 -57.4 0.7 0.85 1.03 hs60 1 0.85 20 199 176 161 154 136 124 -57.4 0.7 0.9 1.08 1 0.85 -1.4 0.18 25 199 172 158 154 133 122 -57.4 0.7 0.94 1.12 1 0.85 -1.4 0.18 30 199 169 155 154 131 120 -57.4 0.7 0.98 1.16 1 0.85 -1.4 0.18 35 195 166 153 151 129 118 -57.4 0.73 1.01 1.19 1 0.85 -1.4 0.18 40 191 164 151 148 127 117 -57.4 0.76 1.04 1.22 1 0.85 -1.4 0.18 45 188 162 149 146 125 116 -57.4 0.785 1.065 1.245 1 0.85 -1.4 0.18 50 185 160 148 144 124 115 -57.4 0.81 1.09 1.27 1 0.85 -1.4 0.18 55 183 158 147 142 123 114 -57.4 0.83 1.11 1.29 1 0.85 -1.4 0.18 60 181 157 146 140 122 113 -57.4 0.85 1.13 1.31 1 0.85 -1.4 0.18 Hardie Reveal Panel 7/16 47.5 No. 10-12 x 1.5 in bng x 0.472 in head diameter button head screw, Configuration 6 [4 screws measuring 6 in. from panel edge and two screws spaced equidistant in center] tvinkrum 20 gauge Steel (studs, z- girts or hat channel) 24 0-15 186 169 153 144 131 119 -50.0 0.7 0.85 1.03 hs60 1 0.85 -1.4 0.18 20 186 164 150 144 127 116 -50.0 0.7 0.9 1.08 1 0.85 -1.4 0.18 25 186 161 147 144 124 114 -50.0 0.7 0.94 1.12 1 0.85 -1.4 0.18 30 186 157 145 144 122 112 -50.0 0.7 0.98 1.16 1 0.85 -1.4 0.18 35 182 155 143 141 120 111 -50.0 0.73 1.01 1.19 1 0.85 -1.4 0.18 40 179 153 141 138 118 109 -50.0 0.76 1.04 1.22 1 0.85 -1.4 0.18 45 176 151 140 136 117 108 -50.0 0.785 1.065 1.245 1 0.85 -1.4 0.18 50 173 149 138 134 116 107 -50.0 0.81 1.09 1.27 1 0.85 -1.4 0.18 55 171 148 137 132 114 106 -50.0 0.83 1.11 1.29 1 0.85 -1.4 0.18 60 169 146 136 131 113 105 -50.0 0.85 1.13 1.31 1 0.85 -1.4 0.18 I. Screws shall penetrate the metal framing at least three full threads. ?. Building height = mean roof height (in feet) ofa building, except that eave height shall be used for roof angle 0 less than or equal to 10° (2-12 roof slope). _ 3. Vet = the ultimate design wind speed. 1. Vasd=the nominal design wind speed. 5. Linear interpolation of building height and wind speed is permitted. 3. Wind speed design assumptions per Analytical Method in ASCE 7-10 Chapter 30 C&C Part 1 and Part 3: Kr=1, Kd=0.85, GCP -1.4 (h<_60), GCP -1.8 (h>60), GCp=0.18. T. 2009 IBC/IRC, 2006 IBC/IRC calculated using Importance Factor, I = 1. _ 3. Wood furring is preservative treated per AWPA 3. Wood furring is specific gravityof 0.42 or greater perAFPA/NDS; or wood structural panel, conforming to DOC PS-1 or DOC PS-2 or APA PRP-108. Page 3 of 5 Effective Ju a 7, 2013 JamesHardie HardieReveal A{ Panel All national, state, and local building code requirements must be followed and where they are more stringent than the Hardie® Reveal'"' Panel installation requirements, state and local requirements will take precedence. 1N has enm':' -on i • ura ions � I ii-01a 1 8 t, 6" 12" 1 6" 1 _ _4' OC - i u 1 4 ft Configuration 5: 24" OC Wood Frame 6" 1 12" 1 6 • 24" OC•--► r a Configuration 6: 24" OC Steel Frame Page 5 of 5 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D14-0247 DATE: 07/31/14 PROJECT NAME: BELLTOWN INVESTMENT PARTNERS LLC SITE ADDRESS: 14240 INTERURBAN AVE S X Original Plan Submittal Revision # before Permit Issued Response to Correction Letter # Revision # after Permit Issued DEPARTMENTS: A-Y Buildin j 'vision 111 tAfr 0121,1 Public Works ire Prevention Structural n H\AW ()) #% °11' i(fi Planning Division im Permit Coordinator or PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) REVIEWER'S INITIALS: DATE: 08/05/14 Structural Review Required DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required (corrections entered in Reviews) Approved with Conditions Denied (ie: Zoning Issues) DUE DATE: 09/02/14 Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/2013 LEGACY TELECOMMUNICATIONS INC Page 1 of 3 Washington State Department of Labor & industries LEGACY TELECOMMUNICATIONS INC Owner or tradesperson TRACY, JAMES M Principals TRACY, JAMES M TRACY, RYAN J TRACY, SARAH J Doing business as LEGACY TELECOMMUNICATIONS INC WA UBI No. 602 018 360 PO BOX 360 BURLEY, WA98322 253-858-0214 KITSAP County Business type Corporation 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. LEGACTI005KD Effective — expiration 05/04/2000— 06/01/2015 Bond International Fidelity Ins Co Bond account no. 0606557 $12,000.00 Received by L&I Effective date 03/06/2013 04/20/2013 Expiration date Until Canceled Bond history Insurance No current insurance account. See the insurance history. Insurance history Savings No savings accounts during the previous 6 year period. Lawsuits against the bond or savings No lawsuits against the bond or savings accounts during the previous 6 year period. https://secure.lni.wa.gov/verify/Detail.aspx?UBI=602018360&LIC=LEGACTI005KD&SAW= 10/03/2014