Loading...
HomeMy WebLinkAboutPermit D18-0262 - SPRINT - ANTENNA REPLACEMENTSSPRINT 3516 S 146T" ST D18-0262 Parcel No: Address: City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.gov DEVELOPMENT PERMIT 0040000315 Permit Number: 3516 S 146TH ST BLDG Project Name: SPRINT Issue Date: Permit Expires On: D18-0262 12/17/2018 6/15/2019 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: License No: ARK VIA NELLE LLC 18107 NORMANDY TER SW , NORMANDY PARK, QA, 98166 LORELEI FORONDA 10590 WEST OCEAN AIR DR - SUITE 300, SAN DIEGO, QA, 92130 SAC WIRELESS LLC 540 MADISON ST 16th FLOOR, CHICAGO, IL, 60661 SACWIWL852J2 Lender: Name: SPRINT Address: MD7 10590 W OCEAN AIR DR , SAN DIEGO, CA, 92130 Phone: (858) 754-2151 Phone: (847) 944-1600 Expiration Date: 7/1/2019 DESCRIPTION OF WORK: REMOVE (2) EXISTING 1900 MHZ ANTENNAS. INSTALL (2) NEW 800/1900 MHZ ANTENNAS, (2) NEW 800 MHZ RRU'S AND (2) NEW 800 MHZ FILTERS. Project Valuation: $25,000.00 Type of Fire Protection: Sprinklers: Fire Alarm: Type of Construction: VB Electrical Service Provided by: TUKWILA Fees Collected: $1,050.55 Occupancy per IBC: U Water District: 125 Sewer District: VALLEY VIEW Current Codes adopted by the City of Tukwila: International Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: International Fuel Gas Code: 2015 2015 2015 2015 2015 National Electrical Code: WA Cities Electrical Code: WAC 296-46B: WA State Energy Code: 2017 2017 2017 2015 Public Works Activities: Channelization/Striping: Curb Cut/Access/Sidewalk: Fire Loop Hydrant: Flood Control Zone: Hauling/Oversize Load: Land Altering: Landscape Irrigation: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: 0 Volumes: Cut: 0 Fill: 0 Number: 0 Permit Center Authorized Signature: Date: 1 I hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit and agree to the conditions attached to this permit. Signature: Print Na Date: i42-17—lef This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: ***BUILDING PERMIT CONDITIONS*** 2: Work shall be installed in accordance with the approved construction documents, and any changes made during construction that are not in accordance with the approved construction documents shall be resubmitted for approval. 3: All permits, inspection record card and approved construction documents shall be kept at the site of work and shall be open to inspection by the Building Inspector until final inspection approval is granted. 4: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 5: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 6: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 7: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 8: 1) Provide an emergency shut off for both A/C and D/C power to the antenna array or provide a study conducted by Professional Engineer with experience with the Evaluating compliance with FCC Guidelines for Human Exposure to Radio Frequency Electromagnetic Fields OET Bulletin 65. Specifically, on exposure limit(s) to Fire Department personnel working within 50' of the antenna locations. (Roof Top Modeling) 2) Equipment room shall have fire alarm installed and tied into the main building fire alarm panel 9: These plans were reviewed by FM 51, if you have any questions or to schedule an inspection call 206-575- 4407 PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL** 1400 FIRE FINAL CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TulcwilaWA.gov Building Permit No. 1 E (;I07 6 o2 Project No. Date Application Accepted: Date Application Expires: Ods Ida -0 (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: 3516 146th St., Tukwila, WA 98168 Tenant Name: Sprint PROPERTY OWNER Name: Lorelei Foronda Name: Ark Via Nelle, LLC. City: San Diego State: CA Zip: 92130 Address: 3516 S. 146th Street Email: lforonda@md7.com City: Tukwila State: WA Zip: 98168 CONTACT PERSON — person receiving all project communication Name: Lorelei Foronda Address: 10590 West Ocean Air Dr. Ste. 300 City: San Diego State: CA Zip: 92130 Phone: (858) 754-2151 Fax: Email: lforonda@md7.com GENERAL CONTRACTOR INFORMATION Company Name: TBD Address: City:01, ��CZ) Stae tA Zip;, A Architect Name: Chris Lips City: State: City: Bellevue State: WA Zip: Phone: Fax: Email: clips@infinigy.com Contr Reg No.: Exp Date: Tukwila Business License No.: H:\Applications\rorms-Applications On Line \2011 Applications\ermit Application Revised - 8-9-11.docx Revised: August 2011 bh King Co Assessor's Tax No.: 0040000315 Suite Number: Floor: New Tenant: 0 Yes 121 ..No ARCHITECT OF RECORD , f Name: N/A •�- sc./1,p — vrrlJ 1»- Company Name: Infinigy Engineering City:01, ��CZ) Stae tA Zip;, A Architect Name: Chris Lips Address: 50 116th Avenue SE, Ste. 210 City: Bellevue State: WA Zip: 98004 Phone: Fax: Email: clips@infinigy.com ENGINEER OF RECORD , f Name: N/A •�- sc./1,p — vrrlJ 1»- Company Name: Infinigy Engineering City:01, ��CZ) Stae tA Zip;, A Engineer Name: Chris Lips Address: 50 116th Avenue SE, Ste. 210 City: Bellevue State: WA Zip: 98004 Phone: Fax: Email: clips@infinigy.com LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) , f Name: N/A •�- sc./1,p — vrrlJ 1»- n`Ioe4 D1- to1O W. Oce Ai- 1).. City:01, ��CZ) Stae tA Zip;, A Page 1 of 4 t.3 BUILDING PERMIT INFORMATIO 206-431-3670 Valuation of Project (contractor's bid price): $ 25,000 Existing Building Valuation: $ Describe the scope of work (please provide detailed information): Remove (2) existing 1900 MHz antennas. Install (2) new 800/1900 MHz antennas, (2) new 800 MHz RRUs, and (2) new 800 MHz filters. Will there be new rack storage? ❑ Yes m.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes ❑ No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: 0 Sprinklers D Automatic Fire Alarm 0 None 0 Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes D 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 0 On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applications\Forms-Applications On Line \2011 Applications\Permit Application Revised - 8-9-11.docx Revised: August 2011 bh Page 2 of 4 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1st Floor 2nd Floor 3'd Floor Floors thru Basement Accessory Structure* V -B R-2 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? ❑ Yes ❑ No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: 0 Sprinklers D Automatic Fire Alarm 0 None 0 Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes D 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 0 On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applications\Forms-Applications On Line \2011 Applications\Permit Application Revised - 8-9-11.docx Revised: August 2011 bh Page 2 of 4 PUBLIC WORKS PERMIT INFORMATION — 206-433-0179 Scope of Work (please provide detailed information): Call 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 0 ...Sewer Use Certificate ❑ .. Highline ❑ ...Valley View 0 .. 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) 0 ...Bond 0 .. 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 ❑ ❑ ...Total Cut O ...Total Fill cubic yards cubic yards ❑ ...Sanitary Side Sewer ❑ ...Cap or Remove Utilities 0 ...Frontage Improvements ❑ ...Traffic Control ❑ ...Backflow Prevention Fire Protection Irrigation ❑ .. 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 0 .. Pavement Cut ❑ .. Looped Fire Line Domestic Water ❑ .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding ❑ ...Permanent Water Meter Size... WO # ❑ ...Temporary Water Meter Size.. WO # ❑ ...Water Only Meter Size WO # ❑...Deduct Water Meter Size ❑ ...Sewer Main Extension Public 0 Private ❑ ❑ ...Water Main Extension Public 0 Private ❑ FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) O ...Water 0 ...Sewer Monthly Service Billing to: Name: ❑ ...Sewage Treatment Day Telephone: Mailing Address: Water Meter Refund/Billing: Name: Mailing Address: City State Zip Day Telephone: City State Zip H:Wpplications\Forms-Applications On Line \2011 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. BUILDING OWNER OR AUTH ZED AGENT: Signature: ��`` Date: 08/16/2018 Print Name: Lorelei Foronda Day Telephone: (858) 754-2151 Mailing Address: 10590 West Ocean Air Dr. Ste. 300 San Diego CA 92130 City State Zip H:\Applications\Fonns-Applications On Line \2011 Applications\Permit Application Revised - 8-9-11.docx Revised: August 2011 bh Page 4 of 4 Cash Register Receipt City of Tukwila DESCRIPTIONS PermitTRAK ACCOUNT QUANTITY PAID $665.84 D18-0262 Address: 3516 S 146TH ST BLDG Apn: 0040000315 $665.84 Credit Card Fee $19.39 Credit Card Fee R000.369.908.00.00 0.00 $19.39 DEVELOPMENT $616.86 PERMIT FEE R000.322.100.00.00 0.00 $591.86 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $25.00 TECHNOLOGY FEE $29.59 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R15493 R000.322.900.04.00 0.00 $29.59 $665.84 Date Paid: Thursday, September 27, 2018 Paid By: CATHERINE ABEJAR Pay Method: CREDIT CARD 027032 Printed: Thursday, September 27, 2018 8:42 AM 1 of 1 CRWSYSTEMS CO TUKWILA ETRAKIT 6200 SOUTHCENTER BLVD TUKWILA, WA 98188 206-433-1870 CITY OF TUKWILA 0017340000802374464500 Date: 09/27/2018 08:40:21 AM CREDIT CARD SALE VISA CARD NUMBER: **********9142 K TRAN AMOUNT: $665.84 APPROVAL CD: 027032 RECORD #: 000 CLERK ID: Rachelle X {CARDHOLDER'S SIGNATURE} I AGREE TO PAY THE ABOVE TOTAL AMOUNT ACCORDING TO THE CARD ISSUER AGREEMENT (MERCHANT AGREEMENT IF CREDIT VOUCHER) Thank you! Merchant Copy Page 1 of 2 https://www.myvirtualmerchant.comNirtualMerchant/transaction. do?dispatchMethod=pri... 9/27/2018 0 0 CO TUKWILA ETRAKIT 6200 SOUTHCENTER BLVD TUKWILA, WA 98188 206-433-1870 CITY OF TUKWILA Date: 09/27/2018 08:40:21 AM CREDIT CARD SALE VISA CARD NUMBER: **********9142 K TRAN AMOUNT: $665.84 APPROVAL CD: 027032 RECORD #: 000 CLERK ID: Rachelle Thank you! Customer Copy Page 2 of 2 https://www.myvirtualmerchant.com/VirtualMerchant/transaction. do?dispatchMethod=pri... 9/27/2018 Cash Register Receipt City of Tukwila DESCRIPTIONS ACCOUNT QUANTITY PAID PermitTRAK $384.71 D18-0262 Address: 3516 S 146TH ST BLDG Apn: 0040000315 $384.71 DEVELOPMENT $384.71 PLAN CHECK FEE TOTAL FEES PAID BY RECEIPT: R15227 R000.345.830.00.00 0.00 $384.71 $384.71 Date Paid: Wednesday, August 22, 2018 Paid By: MD7 LLC Pay Method: CHECK 27270 Printed: Wednesday, August 22, 2018 10:49 AM 1 of 1 SYSTEMS INSPECTION RECORD Retain a copy with permit Ab b 1(07 -- 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 Project:Type ��� of Inspection: % C449./4"y ,t,rA- Address: 35/ ' .y /' i -r" Date Called: Special Instructions: 4 Or1/6 4� Date Wanted: 3 '2:5 ` 11 �; p-m- Requester: 4— Phone No: 360o ,` 44/E3 pproved per applicable codes. ❑ Corrections required prior to approval. OMMENTS• Pif??7•Je Inspector: Dater i pi n REINSPECTION E REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. FILE COPY Permit No. (6 /M. ' Plan review approval is sub act to errors and omissions. Approval of construction documents doss n:t cu for€ze the violation of any adopted coda or ordin nye. R ccpt of approved Field Copy and conditions is ac':; c:ed;cd: By: Dat Sprint) REVIEWED FOR CODE COMPLIANCE APPROVED EP 18 200118 City of Tukwi a BUILDING DIVISION SITE N SITE N SITE TYPE: RAD CENTER: opitg='I `€ 03X0404 ADDRESS: 3516 S. 146TH STREET VERTON HEIGHTS TUKWILA, WA 98168 ROOFTOP COUNTY: KING 37'-0" JURISDICTION: CITY OF TUKWILA PROJECT SUMMARY: SITE ADORES: SHEET INDEX: SHEET: DESCRIPip►t North ip.-13 tfj §ti Seatac Park lI t' 13.b t' u iI St- j- _ \ ==4= j �\ �� : f 8thFo of , �' 3516 S 1467H STREET - ' A ism /� `l TUKWILA, WASHINGTON 96166 TITLE SHED • '-' �.� r'1 ?F� OVINEFt PROPEMA-1 T-2 SPECIFICATIONS & NOES YI '` _. _, ��O _ i ,� --_ . /�' .211 - �- - ARK VIA Nom• �' 3616 S 146M S REST 'TUKWILA, WASHINGTON 96166 MOLL IE D A-2 ENLARGED SITE PIAN A-3 ELEVATIONS Hf DNS & Sly A-5 ANTENNA i �IOrth'��um�^.�- Seatac 1 [ `� � 1 L •-i7 �_ .__41 ,,� �, -� V� �(��-'`-'-w `�'} "_itI� ��1�APPUOMT: G-1 GROUNDING PLAN a SNGLE-UNE DIAGRAM .Park SLMnsetS= _ _ , . 4flttr �St-� r _ _ L- �r` ,rm-- 156 I� Z71sPRwr `15395 SE 30TH PL WASHINGTON 7 KEVIN FOY (206) 427-5556 Playfields q�;,;,r- - �\ \ ��»_ --'(/\\ i REPRESENTATIVE: MUMS SUDBURY: -� / I •4LK 117 ll ti i -Inn— �-1 Q i-, ` i I Q h t,� s� OCCUPANCY OIASSFICAflON R-2 ,� 1 .�i ` - - .,_J\J1 J `'--' �� 13 m TYPE OF CONSTRUCTION: TYPE V -B Z04&40 HDR - MGH DENSITY RESDEM AL OF CONSTRUCTOPt 140 INCREASE 0040000315ASSESSORS PARCEL NUMBEIt '�'"�'" U1IIl10E: 47.473260 / 47 ?e' 2A64' 14 LONGITUDE: -122.28745 / 122 1T 14.62• W '-••• PROJECT DESCRIPTION: SPRMT PROPOSES TO MODIFY AN COMM SITE AS FOLLOWS: ._ m_ S 146th -St"— - 'r4� aJ' 11 afiIt -Se hil-S 1 E lr_._ - __-__ , _ i�V `� s:- - �- - '.� ` __II il __ 99 9L _� U "'.. 1=44 T _ , SITE �� -- a L;. �� q)= IiAREA 5 ••.• _ • REJAOVE (2) EXISTING 1900 Wk ANTENNAS • INSTALL (2) NEW 800/1900 Yk ANTENNAS, (2) NEW 600 MHz 18W5, f `_`. _.. _. th ---` \ r REVISIONS a< (2) NEW 600 Ste FLIERS �� T 1 •• S ) changes shali bo made to the scope A 1 IL 11 _ ofco work without mor approval of •Division Tu k%'Y i l a B u ! ding Division T THESE PLANS FIVE ani DEVELOPED FOR TIE YODFldl10N OF AN cams UNMANNED TELECOMMUNICATIONS FACILITY OWNED OR LEASED BY SPRINT 81 ACCORDANCE WI114 THE SCOPE OF WORK PROVIDED BY SPRINT. Ie1NIGY HAS 11 l) it "I Riverton •rte-- - _ - 1 �I I %S 1 2i� St .. ~ _____ l I( eights fir 15 n(� u - -- � , 1 0 _IC is 7 i e ��'.' ole ; will r4r,_ire > n� _ t submittal i' � ^ , ( . J.r may r �i.l fo c1:..' n a i n ..:'y i....' .., .t.. c�l~... dQrlt:{`Ji,•. r: rG��vL+ IV1.:j ! INCORPORATED THIS SCOPE OF WOW N HE PUNS THESE PLANS ARE NOT FOR CONSTRUCTION UNLESS ACCOIFANIED BY A PASSING STRUCTURAL SIAENLJIY ANALYSIS PREPARED BY A UCD45m STRUCTURAL ENGNEER. STRUCTURAL ANALYSS MUST INCLUDE BOTH TOWER AND MOUNT.. - S 154th~St ' ,.` 1i /"" -: / / ., � v jj ��-- �r ,, �f 'i �I ti it j1+ �1 i `. _ _ - -'-_�-S.Ir- -°I--.eio.. �"� `1.54.h �� f' ' ... , L2 r -S I1 ,j'- CONSULTING TEAM: APPROVALS: LTic-71c •...► S=1-- \ ARCHITECTURAL & ENGIEEDOW: THE FOLLOMANG PARTIES HERDS10 APPROVE AND ACCEPT THESE DOCUMENTS AND _�.. i, 1. lel ; • S T- ttle-Ta •1• m Ir ` mational Airport � ;} jI j; �` ` `'•, INFMIGYDOWERING50 6M VENUE SE, SUITE 210 S' --`1`,..i,11,-,`""-••• 2m. AUTHORIZE THE CONTRACTOR TO PROCEED wT H ME CONs7Rucnon DESCRIBED HERE11l ML C0E61RUCIION DOGNIDl15 ARE sIBJBCT TO RtV1ElY BY 7RE LOLL - _ 4 '''�_.. / SII r \ 405 1_. �% �l l` BELLE/LE. WAySIM,JCySvTON 96004 ; i ►. i ,- 1 i., R t- P tom. i . ,�' i JIT BIADNC DEPARTMENT AND ANY CHANGES AND Ig01FlG110NS THEY MAY RIME ,- ... / I. , \\ CONTACT: CHRIS UP SITE AOOU6ITIGlt [c... `� 1•l��a,r €pJ rtJ/ i' PRINT NAME DOMIURE DATE APPLICABLE CODES: PLAN CHECK COMMENTS: MD7Mo 10590 W. OCEAN AIR DRIVE, SURE 300 hanical PROD. MANAGER ALL *ORK SHALL BE PERFORMED AND MATERIALS INSTALLED 94 ACCORDANCE SAN 0E00, CALWD eNMA 92130 PIIO4E: (856) 291-1910 r -t x , Cl CU{LaE . PLL WITH 1EE CURRENT EDITIONS OF THE FOLLOWING CODES AS ADOPTED BY 114E LOCAL GOVERNING AUTHORITIES. NOTTING N THESE PUNS IS TO 90 CONSTRUED TO PERMIT WORK NOT CONFORMING TO 1TISE CODES. CONTACT: LYNDSAY D'ANDREA r�/f 111T113)ng bieiro mNNa RF ENGNF7R1. INTERNATIONAL EAIIDING 000E (2015 BC) MD7 Cis Piping SITE ACO. REP. 2. IA -222-G OR LATEST EDITION a NPA 7780 - UUGHII*10 PROMMION CODE 10590 W. OCEAN AIR ORM SUITE 300 S1J4 DIEGO. CAFORNIA 92130 PIAN. CONSULTANT 4. NATIONAL 05ELECTRIC4.008 COOS 2014 NEC) 5. FNTION OR LOCAL CODES. MOST REICENT EDITIONS PHONE: (656) 291-1910 CONTACT: LYNDSAY D'ANORFA T o C:i•yJ 0'1 1 :...::Lf:1a PROP. OWNER LOCAL 81 7 COUNTY ORDINANCES THE ABOVE. MERE APPIJCAEIE 8. IEE SAFETY CODE NEPA-101 Ply' ;'r' ^ • • •'� `� ! N ^ .3IVI~ION PNmir REP. 811 Know what's below. CaII before you dig. www.co111311.com PLANS PREPARED FOR: Sprint 15395 SE 30TH PL BELLEVUE, WASHINGTON 98007 - PLANS PREPARED 85: INFINIGY8 FROM ZERO TO INFINIGY the solutions are endless 50 116TH AVENUE SE, SUITE 210 BELLEVUE, WASHINGTON 98004 JOB NUMBER 674-001 mci7 ENGINEERING LICENSE: DRAWING NOTICE: THESE DOCUMENTS ARE CONFIDENTIAL AND ARE THE SOLE PROPERTY OF SPRINT AND MAY NOT BE REPRODUCED, DISSEMINATED OR REDISTRIBUTED WITHOUT THE EXPRESS WRITTEN CONSENT OF SPRINT. -REMSFliz E VEDDATE BY REV AUG2120 1 8 ISSUED FOR CONSTRUCTION 2 M 04/17/18 CKE 0 SITE NAME: RIVERTON HEIGHTS SPRINT SITE 9: SE03XC404 SITE ADDRESS: 3516 S. 146TH STREET TUKWILA, WA 98168 SHEET DESCRIPTION: TITLE SHEET SHEET NUMBER T-1 • GENERAL SPECIFICATIONS PAINTING NOTES & SPECIFICATIONS STRUCTURAL SPECIFICATIONS 1. THE LATEST EDION OF THE AMERICAN INSTITUTE OF ARCHITECTS DOCUMENT A201 'GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION' ARE INCLUDED IN THESE SPECIFICATIONS AS IF COMPLETELY REPRODUCED HEREIN. 2. THIS FACELIFT' 5 AN UNOCCUPIED PCS TELECOMMUNICATIONS SITE AND IS EXEMPT FROM ADA ACCESS REQUIREMENTS. 3. PRIOR TO SUBMISSION OF BIDS. THE CONTRACTORS PARTICIPATING SHALL VISIT THE JOB SITE WIN THE CONSTRUCTION AND CONTRACT DOCUMENTS 10 CONFIRM THAT THE PROJECT CAN BE 9000NPUSHED AS OESK7LED HEREIN. AS WELL AS TO FM6LURIZE THEMSELVES WITH ALL FIELD CONDITIONS AFFECTING THE PROPOSED PROJECT INCLUDING MAMMON. ELECTRICAL MECHANICAL AFB) STRUCTURAL INSTALLATIONS PRIOR TO PROCEEDING WIN CONSTRUCTION. SHOULD ANY ERRORS, OMISSION. OR DISCREPANCIES BE FOUND. THE GENERAL CONTRACTOR SHALL IMMEDIATELY NOTIFY IN WAITING, THE SPRINT CONSTRUCTION MANAGER AND THE ARCHITECT. 4. IN THE EVENT OF DISCREPANCIES WITHIN THESE DRAWINGS. THE CONTRACTOR SHALL INCWDE THE MORE COSTLY OR EXTENSNE WORK IN THE BID. UNLESS SPECIFICALLY DIRECTED OTHERWISE BY SPRINT. IF A DISCREPANCY EXISTS AND THE PROJECT MANAGER AND ARCHITECT ARE NOT NOTIFIED. 711E GENERAL CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ALL COSTS INCURRED TO REPAIR OR CORRECT ALL PR08LEMS THAT RESULT. 5. THESE DRAWINGS SHALL NOT BE SCALED AS 'MESE DRAWINGS ARE INTENDED TO BE FOR DIAGRAMMATIC PURPOSES ONLY. FIGURED DIMENSIONS HAVE PRECEDENCE OVER DRAWING SCALE AND DETAIN. DRAWINGS HAVE PRECEDENCE OVER SMALL SCALE DRAWINGS CONTRACTOR SHALL CHECK THE ACCURACY OF ALL DIMENSIONS IN 114E FIELD. UNLESS SPECIFICALLY NOTED, 00 NOT FABRICATE ANY MATERIALS, OR BEGIN ANY CONSTRUCTION UNTIL 111E ACCURACY OF DRAWN* DIMENSIONS HAS BEE1 VERIFIED AGAINST ACTUAL FIELD DIMENSIONS. N90NS. 0. THE CONTRACTOR SHALL INCLUDE IN HIS OR HER BID ALL MATERIALS, EQUIPMENT. APPURTENANCES AND LABOR NECESSARY TO COMPLETE THE WOR( A5 IN01CA1ED OR IMPLIED BY THESE DRAWINGS 7. CONTRACTOR SHALL NOTIFY THE SPRINT CONSTRUCTION MANAGER THE PROPERTY OWNER AND THE ARCHITECT IF ANY OETARS ARE CONSIDERED IMPRACTICAL. UNSUITABLE, UNSAFE, NOT WATERPROOF, OR NOT WITHIN CUSTOMARY TRADE PRACTICE IF WORK NS PERFORMED. IT WILL BE ASSUMED THAT THERE IS NO OBJECTION TO ANY CURL DETAILS ARE INTENDED 10 SHOW THE END RESULT CA 114E DESIGN. MINOR MODIFICATIONS MAY BE REQUIRED TO SUR JOB CONDITIONS. AND SHALL BE INCLUDED A5 PART OF THE WORK. 5. EXISTING ELEVATIONS AND LOCATIONS SHALL BE VERIFIED BY THE CONTRACTOR BEFORE CONSTRUCTION. IF THEY DIFFER FROM THOSE SHOWN ON THE PLANS. THE CONTRACTOR SHALL NOTIFY THE SPRINT CONSTRUCTION MANAGER AND THE ARCMRECT 50 THAT MODIFICATIONS CAN BE MADE BEFORE PROCEEDING WITH THE WORK. 0. THE CONTRACTOR SHALL VERIFY ALL TELEPHONE & RADIO EQUIPMENT LAYOUTS, SPECIFICATIONS, PERFORMANCE, INSTALLATION AND FINAL LOCATIONS WITH SPRINT CONSTRUCTION MANAGER PRIOR TO BEGINNING WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL WORK WITH ERICSSON RADIO SYSTEMS. 10. ALL SYMBOLS & ABBREVIATORS USED ON THESE DRAWINGS ARE CONSIDERED CONSTRUCTION STANDARDS. 6 THE CONTRACTOR HAS QUESTIONS REGARDING THEIR EXACT MEANING, THE SPRINT CONSTRUCTION MANAGER AND THE ARCHITECT SHALL BE NOTIFIED FOR CLARIFICATION BEFORE THE CONTRACTOR PROCEEDS WITH THE WORK. 11. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS. LICENSES AND INSPECTIONS NECESSARY FOR PERFORMANCE OF THE WORK AND INCLUDE THOSE IN THE COST OF THE WOK( TO SPRINT. 12. THE CONTRACTOR SHALL PROVIDE CONTINUOUS SUPERVISION AND DIRECT ALL WORK WALE ANY SUBCONTRACTORS OR WORKERS ARE ONSITE. USING 1415 OR HER BEST SKILL AND ATTENTION. THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES. PROCEDURES, SEQUENCES, MA COORDINATION OF ALL PORTIONS OF THE CONTRACTED WORK. 13. WORKMANSHIP THROUGHOUT SHALL BE OF THE BEST OUNJTY OF THE TRADE INVOLVED, AND SHALL MEET OR EXCEED THE FOLLOWING MINIMUM REFERENCE STANDARDS FOR MALAY AND PROFESSIONAL CONSTRUCTION PRACTICE: ARCA NATIONAL ROOFING CONTRACTORS ASSOCIATION O'HARE INIERNAIIONAL CENTER 10255 W. MGUS ROAD, SURE 600 ROSEMONT. IL 60018-5607 SAMNA SHEET METAL AND AIR CONDMONNG CONTRACTORS NATIONAL ASSOCIATION 4201 LAFAYETTE CENTER DRNE CHANTILLY, VA 20151-1219 IIIA INTERNATIONAL INSITME FDR LATH AND PLASTER 820 TRANSFER ROAD ST. PAUL NN 55114-1406 14. INSTALL ALL EQUIPMENT AND MATERIALS PER THE LATEST EDITION OF THE MANUFACTURER'S INSTALLATION SPECIFICATIONS UNLESS OTHERWISE INDICATED BY SPRINT, OR WHERE LOCAL CODES OR REGULATIONS TAKE PRECEDENCE 15. THE CONTRACTOR SHALL VERIFY, COORDINATE AND PROVIDE ALL NECESSARY BLACKING, BACKING, FRAYING, HANGERS OR OTHER SUPPORTS FOR ALL ITEMS 16. THE CONTRACTOR AND ALL SUBCONTRACTORS SHALL GIVE ALL REQUIRED CONSTRUCTION NOTICES AND SHALL COMPLY W1111 ALL APPLICABLE LOCAL CODES. REGULATIONS, LAWS AND ORDINANCES, AS WELL AS THE STATE OEPARIMENT OF INDUSTRIAL RELATIONS REGULATIONS, INCWDNIG BUT NOT 1M13) TO THE DN1510N OF OCCUPATIONAL SAFETY AND HEALTH (OSA). 17. THE CONTRACTOR SHALL PROTECT ALL PROPERTY FROM DAMAGE DAT MAY OCCUR DUANG CONSTRUCTION. ANY DAMAGE TO NEW AND EXISTING FINISHES. CONSTRUCTION, STRUCTURE LANDSCAPING. CURBS. STAIRS. OR EQUIPMENT. ETC. SMALL BE IMMEDIATELY REPAIRED OR REPLACED 10 THE SATISFACTION OF SPRINT AND THE PROPERTY OWNER'S RE8RESERTATIVE, AT THE EXPENSE OF THE CONTACTOR 15. THE CONTRACTOR SHALL BE RESPONSIBLE FOR, AND SHALL. REPLACE OR REMEDY. ANY FAULTY, IMPROPER, DR INFERIOR MATERIALS OR W0RKM1ARSHIP OR ANY DAMAGE WHICH SHALL APPEAR WITHIN ONE YEAR AFTER THE COMPLETION AND ACCEPTANCE OF THE WORK BY SPRINT UNDER THIS CONTRACT. 19. IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO PROTECT AND LOCATE, OR CONTACT AN OUTSIDE AGENCY TO LOCATE, ALL E1 5111NG UTXJTES REGARDLESS OF WHETHER OR NOT SHOWN HEREIN. THE CONTRACTOR SHALL BEM ALL EXPENSES FOR THE REPAIR OR REPLACEMENT OF MUTES OR OTHER PROPERTY DAMAGED IN CONJUNCTION WITH THE EXECUTION OF WORK. 20. THE CONTRACTOR SHALL 8E RESPONSIBLE FOR THE COMPLETE SECURITY OF THE PROJECT SITE WHILE 1146 JOB IS IN PROGRESS AND UNTL THE JOB IS COMPLETED AND ACCEPTED BY SPRINT. 21. THE CONTRACTOR SHALL PROVIDE TEMPORARY WATER. POWER AND TOILET FACILITIES AS REQUIRED BY 111E PROPERTY OWNER, SPRM, AND THE an, OR GOVERNING AGENCY. 22 THE GENERAL CONTRACTOR IS RESPONSIBLE FOR REDUNING THE CONSTRUCTION DOCUMENTS TO ILWSTRATE THE AS-BULT CONDITION OF 111E SITE. THIS SHALL. BE DONE AFTER 111E SITE HAS BEEN AWARDED FINAL INSPECTION BY THE RESPONSIBLE BUILDING AGENCY. ONE SET OF REDLINED DRAWINGS SHALL BE PROVIDED TO THE SPRINT CONSTRUCTION MANAGER. 23. THE LATEST EDITION OF ALL PERWITED AND APPROVED PIANS PERTAINING 70 THIS PROJECT SHALL BE KEPT IN A PIAN DTX AND SHALL NOT BE USED BY WORKERS. ALL CONSTRUCTION SETS SHALL REFLECT THE SAME INFORMATION. THE CONTRACTOR SHALL ALSO MAINTAIN IN GOOD CONDMON, 061E COMPLETE SET OF PLANS WITH ALL REVISIONS, ADDENDA AND CHANGE ORDERS ON 114E PREMISES AT ALL TIMES. THESE ARE TO BE TINDER THE CARE OF THE CONSTRUCTION SUPERINTENDENT. 24. THE CONTRACTOR SHALL REMOVE ALL RUBBISH AND WASTE MATERIALS ON A DAILY BASIS. EXCEPT FOR THAT SPECIFIED AS THE PROPERTY OF THE BUILDING OR PROPERTY OWNER AND SHALL EXERCISE STRICT CONTROL CHER SITE CLEANING THROUGHOUT CONSTRUCTION AND FINAL CLEAN-UP UPON COMPLETION OF WORK. ALL AREAS ARE TO BE LEFT IN A BROOM CLEAN CONDTRON AT THE END OF EACH DAY THEN AT A VACUUM CLEAN COMMON, FREE FROM PANT SPOTS. DUST OR SMUDGES OF ANY NATURE AT COMPLETION OF WORK. 25. THE GENERAL CONTRACTOR MUST PERFORM WORK DURING PROPERTY OWMER'S PREFERRED HOURS TO AVOID DISRUPTION OF NORMAL AC1M1Y. 20. ALL EXPOSED METAL SHALL BE HOT -DIPPED GALVANIZED. 27. SEAL ALL PENETRATIONS THROUGH ARE -RATED AREAS WITH U.L USIED OR FIRE MARSHALL APPROVED MATERIALS IF AND WHERE APPLICABLE TO THIS FACILITY AND PROJECT SITE 25. PROVIDE A PORTABLE *8*2 EXTINGUISHER WITH A RATING OF NOT LESS THAN 2-A OR 2-AIOBC W11HIN 75 FEET TRAVEL DISTANCE TO ALL PORTIONS OF 111E PROJECT AREA UNDER CONSTRUCTION. 20. ELECTRICAL POWER SYSTEM SHALL BE CROUNDEO PER NEC ARTICLES 250 AND 810. 30. ALL NEW OPENINGS IN 111E EXTERIOR ENVELOPE OF CONDITIONED SPACES SUCH AS AT WALL AND ROOF PENETRATIONS SHALL BE CAULKED OR SFAED TO UNIT INFILTRATION OF NR AND MOISTURE 31. UPON COMPLETION OF CONSTRUCTION, SPRINT CONSTRUCTION MANAGER SHALL CONDUCT A WALK-THRU WITH PROPERTY OWNER OR REPRESENTATNE DF PROPERTY OWNER. 32. 1HE CONTRACTOR SHALL BE RESPONSIBLE FOR AWNTNMNG ALL SYSTEM EQUIPMEO IN A CLEAR WORKING ORDER UNTIL ACCEPTANCE OF THE PROJECT BY SPRINT. 33. INSTALL A11. EQUPMENT AND MATERIALS PER THE LATEST EDITION OF THE MANUFACTURER'S INSTALLATION SPECIFICATIONS UNLESS SPECIFICALLY OTHERWISE INDICATED, OR WHERE LOCAL CODES OR REGULATION TAKE PRECEDENCE ROOFING & WATERPROOFING NOTES 1. CONTRACTOR SHALL CONTACT BUILDING OWNER TO DETERMINE IF ROOF IS UNDER WARRANTY. CONTRACTOR SHALL GUARANTEE THAT ANY AND ALL NEW ROOFING WORK MEETS THE SPECIFICATKN OF ANY COSTING ROOFING WARRANTIES SUCH THAT THE WARRANTY IS NOT MADE INVALID AS A RESULT OF THIS WORK. IF IT IS DETERMINED THAT THE ARCHITECT'S DETAILING IS INADEQUATE OR IMPROPER OR IF ANY OTHER DISCREPANCY IS FOUND, 111E CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ARCHITECT AND THE SPRINT PROJECT MANAGER IN WRITING. THE CONTRACTOR WILL BE ULTIMATELY HELD RESPONSIBLE FOR COMPLYING WITH THE ORIGINAL ROOF MANUFACTURER'S SPECIFICATIONS. 2. CONTRACTOR SHALL USE METHODS AND LATERALS 9MIUR TO AND COMPATIBLE WM1 EXISTING LATERALS & CONDITIONS FOR ROOF PATCHING, NEW PENETRATIONS, ETC. 3. THE CONTRACTOR SHALL PROPERLY SEAL ALL NEW ROOF & BUILDING ENVELOPE PENETRATIONS SUCH THAT THE INItt1c1Y OF THE ORIGINAL BUILDING ASSEMBLY AND ALL APPLICABLE WARRANTIES ARE MAINTAINED. 4. IF R IS DEEMED NECESSARY TO REMOVE EXISTING FINISHES AND/OR MATERW5, THE CONTRACTOR SHALL BE RESPONSIBLE FOR RECONSTRUCTING FINISHES AND MATERIALS TO LIKE -NEW CONDITION. CONTRACTOR SHALL MAINTAIN THE ORIGINAL COLORS, TEXTURES & FINISHES UNLESS SPECIFICALLY NOTED IN THESE DRAWINGS OR APPROVED BY THE SPRINT CONSTRUCTION MANAGER IN ADVANCE. 5. AT THE SPRINT CONSTRUCTION MANAGER'S DIRECTION, THE CONTRACTOR SHALL PROVIDE LATTICE TOWER WAIJ(PADS TO ALL NEW EQUIPMENT INCLUDING ANTENNAS AND B15 UNITS AND ALONG COAX GABLE ROUTING. ON CONVENTIONAL ROOFING, THE WALK PADS SHALL BE 'DUG( BOARDS' AS MANUFAC U RED BY APC OR EQUAL ON SPEGUL ROOFING 5151EIM, SUCH AS SINGLE MEMBRANE ROOFING. THE WALK PADS SHALL BE AS NOTED ON PUNS OR AS REQUIRED BY NOTES 1 & 2 ABOVE. REVIEWED FOR CODE COMPLIANCE APPROVED SEP 18 2018 City of Tukwila BUILDING DIVISION A GENERAL 1. ALL PNM PRODUCT UNES SHALL BE SHERWIN WILLIAMS UNLESS SPECIFICALLY NOTED OTHERWISE BY SPRINT. 2. CONTRACTOR SHALL PREPARE 911 SURFACES AND APPLY ALL FINISHES PER LATEST EDITION OF MANUFACTURER'S SPECIFICATIONS. 3. COMPLY WITH MANUFACTURER'S WRITTEN INSTRUCTIONS REGARDING SUFFICIENT DRYING 1161E BETWEEN COATS WITH PROVISIONS AS RECOMMENDED BY MANUFACTURER FOR EXISTING WEATHER CONDNIONS. 4. FINISH COLOR AND TEXTURE OF ALL PAINTED SURFACES SHALL MATCH EXISTING ADJACENT SURFACES UNLESS OTHERWISE NOTED BY SPRINT. 5. ALL PANT MATERIAL DATA SHEETS SHALL BE PROVIDED TO THE SPRINT CONSTRUCTION MANAGER. 0. PREPARE PREVIOUSLY PAINTED SURFACE BY UGHT SANDING WITH 400 GRIT SANDPAPER AND NON -HYDROCARBON WASH. PREPARE GALVANIZED SURFACES BY ACID ETCH OR SOLVENT CLEANING IN ACCORDANCE WITH SSPC-SP1. 7. FURNISH DROP CLOTHS, SHIELDS. MASKING AND OTHER P801601NE METHODS TO PREVENT SPRAY OR DROPPINGS FROM DAMAGING ADJACENT SURFACES AND FACILITIES. 8. APPLY PANT BY AIRLESS SPRAY, SANDING LIGHTLY BETWEEN EACH SUCCEEDING ENAMEL COAT ON FIAT SURFACES APPLY MATERIAL TO ACHIEVE A COATING NO THINNER THAN THE DRY FK.M THICKNESS INDICATED. 9. APPLY BLOCK FILTER TO CONCRETE BLOCK CONSTRUCTION AND ENSURE COMPLETE COVERAGE WITH PORES COMPLETELY FILLED. 10. CONTRACTOR SHALL CORRECT RUNS, SAGS, MISSES AND OTHER DEFECTS INCLUDING INADEQUATE COVERAGE AS DIRECTED BY THE SPRINT CONSTRUCTION MANAGER. REPAINT AS NECESSARY TO ACHIEVE SURFACES THAT ARE SMOOTH, EVENLY COATED WITH UNIFORM SHEEN AND FREE FROM BLEMISHES. B. PAINTING SCOPE 1. PAINT THE FOLLOWING MATERIALS AND SYSTEMS CHECKED BELOW WITH THE COATING SYSTEM INDICATED. PAINTING SCOPE SURFACE TO BE PANTED COATING SYSTEM PAINT DO NOT PAINT WA BTS UNIT X ALL EQUIPMENT & CABWETS OTHER THAI THE BTS UNIT X ANTENNA COVERS. TILT BRACKETS. MOUNTING BRACKETS AND ASSOCIATED HARDWARE, CABLE AND CABLE COVERS EXPOSED TO VIEW. EXPOSED CONDUIT AND HANGERS. ETC. SEE PIANS SFJ: PLANS Al1G 21 2018 FLASHING UNITS. METAL TRIM AND OTHER METAL SURFACES X STUCCO. CONCRETE. CONCRETE BLOCK AND CEMENTIQUS TYPE FINISH SYSTEMS. X PLYWOOD. LUMBER AND WOOD TRIM INCLUDING THE BACK SIDE OF ALL SCREENWALLS REISSUED FOR CONSTRUCTION _ CTL X DRYWALL CAM 1 X CONCRETE POLES CKE 0 X METAL POLES AND METAL POLE STAN .OFF X C. COATING SYSTEM SPECIFICATIONS 1. DIN ACRYLIC COATING (SERIES 868) BY SNERWIN WIWAMS CO. MAL OFT PER COAT APPLIED IN TWO COATS OVER DTA BONDING PRIMER (B66A50). 2. 1008 ACRYLIC, LATEX COATING 5007/ALERT TO A-100 (SERIES A-82) BY SHERWIN WILLIAMS CO. 1 MIL OFT PER COAT APPLIED IN 1W0 COATS OVER SPECIFIED PRIMER. 0. PNM & PRIMER ANTENNAS PRIMER - KENT AQUA 661-W525 TOPCOAT - COROTFANE X B65W200/1360V22 BTS CABINET PRIMER - KENT AQUA E61 -W525 TOPCOAT - COROTHANE X B65W200/B60V22 COAXIAL JUMPER CABLES PRIMER - AS REQUIRED FOR ADHESION. APPLY ONE COAT OF KE4 AQUA WATER REDUCIBLE PRIMER E61W25 REDUCED 258 TOPCOAT - 2 COATS COROTWVJE N POLYURETHANE 865W200/86012 RAW STEEL PRIMER - KENT BOND HS 1350WZ4, DMT ACRYLIC PRIMER TOPCOAT - 2 COATS COROTFANE X POLYURETHANE 865W200/860V2 GALVANIZED METAL ACID ETCH WITH COMMERCIAL ETCH OR VINEGAR PRIMER COAT AND FINISH COAT (GALTATE HIGH SOLOS OR DTM PRIMER/FINISH) STAINLESS STEEL PRIMER - 01N WASH PRIMER, B71Y1 TOPCOAT - 2 COATS COROTHANE U POLYURETHANE 865W200/860V2 PRE -PRIMED STEEL TOUCH UP ANY RUST OR UN -PRIMED STEEL WITH KENT BOND HS. 550WZ4 ALUMINUM & COPPER P8MER - DTA WASH PRIMER. B71Y1 TOPCOAT - 2 COATS COROTHANE 11 POLYURETHANE 136511/200/B60V2 CONCRETE MASONRY PRIMER - PRO MAR EXTERIOR BLOCK FILLER TOPCOAT - 2 COATS A-100 LATEX HOUSE & TRIM, SHEEN TO MATCH CONCRETE STUCCO(EXISTING) 2 COATS A-100 LATEX HOUSE & TRIM, SHEEN TO MATCH STUCCO PRIMER - PRO MAR MASONRY CONOTRONER B-46-11121000 TOPCOAT - SUPERPAINT A-80 SERIES A-89 SATIN A-84 GLOSS WOOD PRIMER - A-100 EXTERIOR ALKYD *0090 PRIMER Y-24820 TOPCOAT - 2 COATS A-100 LATEX HOUSE & DIM SHEEN TO MATCH ADJACENT SURFACES A GENERAL 1. PRECEDENCE: UNLESS OTHERWISE SHOWN OR SPECIFIED. THE FOLLOWING GENERAL NOTES SHAT APPLY. INFORMATION ON THESE DRAWINGS SHALL HAVE THE FOLLOWING PRECEDENCE. A ALL DIMENSIONS TO TAKE PRECEDENCE OVER SCALE SHOWN ON PLANS, SECTIONS AND DETAX_S. B. NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL omits. C. MATERIAL NOTES AND SPECIFICATIONS ON DTE DRAWINGS SHALL TAKE PRECEDENCE OVER THE SPECIFICATIONS. 2. OTHER TRADES: SEE THE ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS NOT SHOWN. 3. GENERAL DETAILS AND NOTES ON THESE SHEETS SHALL APPLY UNLESS SPECIFICALLY SHOWN OR NOTED OTHERWISE CONSTRUCTION DETAILS NOT FULLY SHOWN OR NOTED SHALL BE SIMILAR TO DETAILS SHOWN FOR SIMILAR CONDITIONS. 4. SHORING: IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO INSTALL ALL TEMPORARY BRACING AND SHORING TO INSURE THE SAFETY OF THE WORK UNTIL IT IS COMPLETED. THIS INCLUDES UNDERPINNING EXISTING FOOTINGS WHERE APPUCABL :. 5. SAFETY: THESE DRAWINGS REPRESENT THE FINISHED STRUCTURE. UNLESS OTHERWISE INDICATED. THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. 6. WATERPROOFING: WATERPROOFING AND DRAINAGE DETAILS OR SPECIFICATIONS SHOWN IN THESE DRAWINGS ARE FOR GENERAL INFORMATIONAL PURPOSES ONLY. CONTRACTOR TO NOTIFY THE SPRINT CONSTRUCTION MANAGER AND THE ARCHITECT IF ANY INADEQUATE OR IMPROPER CONDITIONS. 6. STEEL 1. ALL STRUCTURAL STEEL SECTIONS AND WELDED PLATE MEMBERS SHALL CONFORM TO ASTM A-36 AND 8E FABRICATED IN ACCORDANCE WITH THE SPECIFICATIONS OF THE ASC. 2. ALL BOLTS SHAH CONFORM TO ASTM A-307 UNLESS OTHERWISE NOTED ON PUNS. HIGH STRENGTH BOLTS SHALL CONFORM TO ASTM A-325 3. STEEL PIPE COWAINS SHALL BE GRADE 'B' CONFORMING TO ASTM A53. 4. STEEL TUBING SHALL BE GRADE 'B' CONFORMING TO ASTM A500. 5. ALL WELDING SHALL BE DONE 8Y THE SHIELDED ARC METHOD. ALL WELDERS SHALL BE PROPERLY QUALIFIED AND 8E PRE -APPROVED. 15. SURPLUS METAL SHALL BE DRESSED OFF TO SMOOTH. EVEN SURFACES WHERE WELDS ARE NOT EXPOSED TO VIEW. ALL WELDING SHALL COMPLY WITH THE LATEST A.W.S. SPECIFICATIONS. 7. MIXING: PREPARATION OF CONCRETE SHALL CONFORM TO ASTM C-94. NO MORE THAN 90 MINUTES SHALL ELAPSE BETWEEN CONCRETE BATCHING AND CONCRETE PLACEMENT UNLESS APPROVED BY A TESTING AGENCY. B, SEGREGATION OF AGGREGATES: CONCRETE SHALL NOT BE FLOPPED THROUGH REINFORCING STEEL (AS IN WALLS, COLUMNS, CAISSON, AND DROP CAPITALS) SO AS TO CAUSE SEGREGATION OF AGGREGATES. USE HOPPERS. CHUTES, TRUNKS OR PUMP HOSE 50 THAT THE FREE UNCONFINED FALL OF CONCRETE SHALL NOT EXCEED 5 FT. 9. SPLICES OF REINFORCING STEEL SHALL BE LAPPED A MINIMUM OF 30 DIAMETERS AND SECURELY WIRED TOGETHER. SPUCES OF ADJACENT REINFORCING BARS SHALL BE STAGGERED WHEREVER POSSIBLE. 10. REAR CLEARANCE MINIMUM COVERAGE FOR JOISTS, BEAMS, GIRDERS AND COLUMNS SHALL BE TO FACE OF STIRRUPS OR TIES. UNLESS OTHERWISE NOTED, CONCRETE COVERAGE FOR REINFORCING BARS TO FACE OF BAR SHALL 8E AS FOLLOWS: 11. 12. 13. A CONCRETE IN CONTACT WITH EARN, UNFORMED 3' B. CONCRETE IN CONTACT WITH EARN, FORMED 2' C. WALL, EXTERIOR FACE 1-1/2' 0. WALL, INTERIOR FACE 1' E. STRUCTURAL SLABS 3/4' F. JOISTS 3/4' G. BEAMS. GIRDERS & COLUMNS 1-1/2' PENETRATIONS: 140 SLEEVES OR CHASES SHALL BE PLACED IN BEAMS, SLABS, WALLS AND COLUMNS, EXCEPT THOSE SHOWN ON THE PLANS. CONTRACTOR SHALL OBTAIN PRIOR APPROVAL FOR INSTALLATIONS OF ANY ADDITIONAL SLEEVES OR CHASES. ALL PWM8ING, ELECTRICAL AND MECHANICAL OPENINGS SHALL BE SLEEVES. 008111G IS NOT ALLOWED UNLESS PRIOR APPROVAL IS OBTAINED FROM THE STRUCTURAL ENGINEER. EMBEDDED ITEMS: CONDUIT PLACED IN A CONCRETE SLAB SHALL NOT HAVE AN OUTSIDE DIAMETER GREATER THAN 1/4 THE THICKNESS OF THE SLAB. CONDUIT SHALL. NOT BE EMBEDDED IN A SLAB THAT IS LESS THAN 3-1/2' THICK. UNLESS SLAB IS LOCALLY THICKENED. MINIMUM CLEAR DISTANCE BETWEEN CONDUITS SHALL BE SIX INCHES. ANCHORING: ALL ANCHOR BOLTS. REINFORCING STEEL. DOWELS, INSERTS, ETC.. SHALL 8E WELL SECURED IN POSMON PRIOR TO PLACING CONCRETE. NO REPOSITIONING DURING CONCRETE POUR IS ALLOWED. 14. CURING: SLABS SHALL 8E SPRAYED WITH A CURING COMPOUND IMMEDIATELY AFTER FINISHING. CURING COMPOUNDS USED ON CONCRETE WHERE TILE OR FLOOR COVERING I5 TO BE BONDED TO THE CONCRETE SURFACE SHALL BE APPROVED BY THE TILE OR FLOOR COVERING MANUFACTURER. KEEP SLAB WET FOR 7 DAY MINIMUM PERIOD. 6. THE FOLLOWING WELDING EQUIPMENT MUST BE USED: A 250 AMP WELDERS. B. ROD OVENS. C. GRINDERS. 7. NO BUZZ BOXES SHALL BE USED. 8. ALL STRUCTURAL STEEL SHAT HAVE MILL CERTIFICATION. MILL CERTIFICATION SHALL BE KEPT ON THE J08 WE FOR EXAMINATION BY THE DESIGN ENGINEER AND THE CITY INSPECTOR. 9. ALL HIGH STRENGTH BOLTS SHALL HAVE MILL CERTIFICATION. MILL CERTIFICATION SHALL BE KEPT ON THE JOB SITE FOR EXAMINATION BY THE INSPECTOR. 10. STEEL THAT HAD BEEN WELDED, CUT OR SCRATCHED IN THE FIELD SHALL BE TOUCHED UP WT1H COLD GALVANIZING PAINT. D. 1. CONSOUDATION: ALL CONCRETE SHALL BE VIBRATED AS ITIS BENG PLACED WITH ELECTRICALLY OPERATED VIBRATING EQUIPMENT. TIMBER ALL FRAMING LUMBER FOR 4X AND LARGER BEAMS SHALL BE NO. 1 GRADE DOUGLAS FIR., S45, UNLESS NOTED OTHERWISE ON THE DRAWINGS. 2. ALL FRAMING LUMBER FOR 2X RAFTERS AND JOISTS SHALL BE N0.2 GRADE DOUGLAS FIR, 545. UNLESS NOTED OTHERWISE ON DRAWINGS 3. STRIPPING. BLOCKING. BACKING AND OTHER NON-STRUCTURAL LUMBER SHALL BE N0. 2 OR STD & BTR GRADE DOUGLAS FIR, S45. 2X4 SND WALLS SHALL BE D.F. STANDARD & BTR. 4. ALL BEAMS, JOISTS AND RAFTERS SHALL BE INSTALLED WITH CROWN SIDE UP. 5, 11. WELDING INDICATED IN THESE DRAWINGS IS DESIGNED FOR ONE 0. HALF OF ALLOWABLE CODE STRESSES UNLESS NOTED 'FULL STRESS' AT END OF WELD SYMBOL C. CONCRETE 1. STRENGTH: CONCRETE FOR THE PROJECT SHALL HAVE THE FOLLOWING ULTIMATE COMPRESSIVE STRENGTH AT AGE OF 28 DAYS: LOCATION STRENGTH WT. SLUMP ADMIXTURE A SLAB&F00TNG 3000psi 150pcf 4' NONE 2, INSPECTION: CONCRETE WITH SPECIFIED STRENGTH GREATER THAN 2500ps1 SHALL BE CONTINUOUSLY INSPECTED DURING PLACEMENT BY A DEPUTY INSPECTOR EMPLOYED BY A TESTING LABORATORY APPROVED BY THE BUILDING DEPT. 3. REBAR GRADES: REINFORCING STEEL SHALL BE CLEAN PREFORMED BARS CONFORMING TO ASTM A615 AS FOLLOWS: #4 & SMALLER BARS GRADE 40 #5 & LARGER BARS GRADE 60 ALL BARS AT CJSSON FOOTINGGRADE 60 4. CEMENT: FOUNDATIONS & SLABS: TYPE V, LOW ALKALI. CONFORMING TO ASTM C-150. PIER/CAISSON FOOTINGS: TYPE V, LOW ALKALI, CONFORMING TO ASTIR 0-150. 5. AGGREGATE USED IN THE CONCRETE SHALL CONFORM TO ASTM C-33. USE ONLY AGGREGATES KNOWN NOT TO CAUSE EXCESSNE SHRINKAGE THE MAXIMUM SIZE AGGREGATE IN CONCRETE WORK SHALL BE THE FOLLOWING: A FOUNDATIONS & SLABS 9' OR LESS: 3/4' GRAVEL B. PIER/CAISSON FOOTING: 1' GRAVEL. 6. WATER: SHALL BE CLEAN AND FREE FROM DELETERIOUS AMOUNT OF ACIDS, ALNAUS, ORGANIC MATERIALS AND SHALL BE SUITABLE FOR HUMAN CONSUMPTION. ROOF PLYWOOD SHALL MATCH EXISTING PLYWOOD SHEATHING WITH A SPAN INDEX RATIO 32/16. EDGE NAIL WITH8d AT 6' 0.C. UNLESS NOTED OTHERWISE ON PLANS. FIELD NAIL WITH 89 AT 12' 0.C. w PLYWOOD SHEETS SHALL BE LAID WAN THE FACE GRAIN ` _ PERPENDICULAR TO SUPPORTS AND WITH THE EDGES STAGGERED, w UNLESS NOTED OTHERWISE ON THE PLANS. 7. PLYWOOD SHALL BE GRADE MARKED BY DFPA. TECO, OR PTL AND SHALL CONFORM TO PS 1-83. 6. THE MAXIMUM MOISTURE CONTENT OF ALL LUMBER SHALL NOT EXCEED 248 AT THE TIME OF INSTALLATION. 9. MINIMUM NAIUNG SHALL COMPLY WITH TABLE 23-1-q OF BUILDING CODE. ALL NAILS SHALL BE COMMON WIRE NAILS. 10. ALL BOLTS SHALL HAVE STANDARD CUT WASHERS UNDER HEADS AND/OR NUTS WHERE IN CONTACT WITH WOOD. 11. TAG BOLTS SHALL 8E SCREWED INTO PLACE, NOT DRIVEN. TAG BOLTS SHALL BE INSTALLED IN PRE -DRILLED HOLES WITH A DIAMETER EQUAL TO 758 DIAMETER OF BOLT. 12. CONNECTORS: ALL SHEET METAL FRAMING CONNECTORS SHOWN IN THE PLANS SHALL BE STRONG CONNECTORS AS MANUFACTURED BY THE SAMSON COMPANY. SUBSTITUTIONS MAY BE MADE WHEN APPROVED BY THE STRUCTURAL ENGINEER. 13. ALL DUMBER EXPOSED TO WEATHER OR IN CONTACT WITH MASONRY OR CONCRETE SHALL BE WOLMANRED PRESSURE TREATED LUMBER OR A NATURALLY DECAY RESISTANT LUMBER SUCH AS REDWOOD OR CEDAR. 14. ALASKAN YELLOW CEDAR GWE-LAMINATED BEAMS A LUMBER SPECIES: ALASKAN YELLOW CEDAR (AC.) CONFORMING TO 20F -V12 B. STRENGTH PROPERTIES: FI BOTTOM FIBER BENDING STRESS 2000ps1 MIN. FIS TOP FIBER BENDING STRESS 1000psi MIN. Fv SHEAR STRESS 190psi MIN. Fc COMPRESSION STRESS PERPENDICULAR TO GRAIN 560psi MIN. E MODULUS ELASTICITY 140014Bi MIN. C. CALIBER TO RADIUS OF 1600 U.O.N. D. ALL G8'S SHALL BE FABRICATED WITH EXTERIOR GLUE E MANUFACTURE OF GLB'S SHALL CONFORM TO THE UBC. F. GLU-LAM WOEFUL SHALL BE IN ACCORDANCE WITH ANSI/ARC A190.1 AND ASTM 03737. PLANS PREPARED FOR: Sprint 15395 SE 30TH PL BELLEVUE, WASHINGTON 98007 - PLANS NPREPARED BY. IFINIGY8 FROM ZERO TO INFINIGY the solutions are endless 50 116TH AVENUE SE, SUITE 210 BELLEVUE, WASHINGTON 98004 JOB NUMBER 674-001 - SITE ACO. mci7 ENGINEERING LICENSE: DRAWING NOTICE. THESE DOCUMENTS ARE CONFIDENTIAL AND ARE THE SOLE PROPERTY OF SPRINT AND MAY NOT BE REPRODUCED, DISSEMINATED OR REDISTRIBUTED WITHOUT THE EXPRESS WRITTEN CONSENT OF SPRINT. RECEIVED DATE BY REV Al1G 21 2018 REISSUED FOR CONSTRUCTION 07/24/18 CTL 2 CAM 1 1 TR 1 CKE 0 r SITE NAME: RIVERTON HEIGHTS rSPRINISITE#: SE03XC404 SITE ADDRESS: 3516.S. 146TH STREET TUKWILA, WA 98168 SHEET DESCRIPTION: SPECIFICATIONS & NOTES SHEET NUMBER T-2 02..L.V SITE PLAN KEYNOTES EXISTING/NO CHANGE SPRINT LEASE AREA WITHIN EXISTING COMPOUND (SEE SHEET A-2) EXISTING/NO CHANGE ACCESS INGRESS EXISTING/NO CHANGE BUILDING (TYP.) EXISTING/NO CHANGE PARKING LOT (TYP.) EXISTING/NO CHANGE PROPERTY LINE \ / \ AP 004000x615 S 146111 STREET i REVIEWED FOR CODE COMPLIANCE APPROVED SEP 18 2018 City of Tukwila BUILDING DIVISIO 11.3111 ST S INFORMATION CONTAINED WAN DRAMS IS BASD ON FRONDED INFORMATION AND IS NOT THE RESULT OF A FIELD SURIEY. a1> NORTH RECEIVE CITY OF TUKWIL AUG 2 PER T CENTER GRAPHIC SCALE 60' 30' 0 30' 60' 1111 IN NNE SCALE: 22"x34" SHEET 1"= 30' SCALE: 11"x17" SHEET 1"= 60' OVERALL SITE PLAN SCALE: AS NOTED ‘cC 1 PLANS PREPARED FOR: Sprint 15395 SE 30TH PL BELLEVUE, WASHINGTON 98007 - PLANS PREPARED BY: INFINIGY8 FROM ZERO TO INFINIGY the solutions are endless 50 116TH AVENUE SE, SUITE 210 BELLEVUE, WASHINGTON 98004 JOB NUMBER 674-001 1nci7 ENGINEERING LICENSE: DRAWING NOTICE. THESE DOCUMENTS ARE CONFIDENTIAL AND ARE THE SOLE PROPERTY OF SPRINT AND MAY NOT BE REPRODUCED, DISSEMINATED OR REDISTRIBUTED WITHOUT THE EXPRESS WRITTEN CONSENT OF SPRINT. REVISIONS. DESCRIPTION DATE BY REV REISSUED FOR CONSTRUCTION 07/24/18 CFL 2 REISSUED FOR CONSTRUCTION Mn CAM ISSUED FOR CONSTRUCTION 04/17/18 CKE 0 r SITE NAME: RIVERTON HEIGHTS r SPRINT SITE 8: ISEO3XC404 SITE ADDRESS. 3516 S. 146TH STREET TUKWILA, WA 98168 SHEET DESCRIPTION: OVERALL SITE PLAN SHEET NUMBER. A-1 ENLARGED SITE PLAN KEYNOTES Q EXISTING/NO CHANGE SPRINT EQUIPMENT LEASE AREA 0,USING/PROPOSED SPRINT ANTENNAS AND RRU'S (SEE SHEET A-4) Q EXISTING/NO CHANGE ICE BRIDGE Q EXISTING/NO CHANGE SPRINT HYBRID CABLE (TYP. OF (2) TOTAL) Q EXISTING/NO CHANGE SPRINT EQUIPMENT CABINETS Q EXISTING/NO CHANGE CONCRETE PAD Q EXIS11NG/NO CHANGE MONOPOLE Q EXISTING/NO CHANGE CHAIN LINK FENCE Q EXISTING/NO CHANGE PARKING LOT (TMP) QEXISTING/NO CHANGE PROPERTY LINE Q EXISTING/NO CHANGE BUILDING (TYP) INFORMATION CONTAINED (MINIM DRAINNGS IS BASED ON PRONAED INFORMATION AND IS NOT 1HE RESULT OF A F1EZD SUM": 0 REVIEWED FOR CODE COMPLIANCE APPROVED SEP 18X018 City of Tukwila BUILDING DIVISION NORTH RECEIVED CITY OF TUKWILA AUG 21 2018 PERMIT CENTER GRAPHIC SCALE 20' 10' 0 10' 20' SCALE: 22"x34" SHEET 1"= 10' SCALE: 11"x17" SHEET 1"= 20' ENLARGED SITE PLAN SCALE: AS NOTED c 1 PLANS PREPARED FOR: Sprint 15395 SE 30TH PL BELLEVUE, WASHINGTON 98007 — PLAN PREPARED BY: FINIGY8 FROM ZERO TO INFINIGY the solutions are endless 50 116TH AVENUE SE, SUITE 210 BELLEVUE, WASHINGTON 98004 JOB NUMBER 674-001 mc/7 — ENGINEERING LICENSE: DRAWING NOTICE: THESE DOCUMENTS ARE CONFIDENTIAL AND ARE THE SOLE PROPERTY OF SPRINT AND MAY NOT BE REPRODUCED, DISSEMINATED OR REDISTRIBUTED WITHOUT THE EXPRESS WRITTEN CONSENT OF SPRINT. REVISIONS. DESCRIPTION DATE BY REV REISSUED FOR CONSTRUCTION 07/24/18 CTL 2 REISSUED FOR CONSTRUCTION 07/18/18 CAM ISSUED FOR CONSTRUCTION 04/17/18 CKE 0 [SITE NAME: RIVERTON HEIGHTS r SPRINT SITE #: SE03XC404 SITE ADDRESS: 3516 S. 146TH STREET TUKWILA, WA 98168 SHEET DESCRIPTION: ENLARGED SITE PLAN SHEET NUMBER A-2 � odz_(pz. EXISTING ELEVATION KEYNOTES 1 DOSING SPRINT ANTENNAS 70 BE REMOVED MR OF (2) TOTAL) — SEE SHEET A-4 Q EXISTING/NO CHANGE BUILDING Q EXISTING/NO CHANGE SPRINT 1900 RRU'S MOUNTED TO EXISTING PIPE MOUNT (TYP. OF (2) TOTAL) — SEE SHEET A-4 3A EXISTING SPRINT 2500 MHz RRU TO REMAIN (TYP. OF (2) TOTAL) — SEE SHEET A-4 • EXISTING SPRINT 2500 FILTER MOUNTED TO EXISTING PIPE MOUNT TO REMAIN (TYP. OF (1) TOTAL) — SEE SHEET A-4 Q EXISTING SPRINT 2500 MHz ANTENNA MOUNTED TO EXISTING PIPE MOUNT TO REMAIN (TYP. OF (1) TOTAL) — SEE SHEET A-4 GRADE LEVEL TOP OF EXISTING SPRINT ANTENNAS / ELEV. = t39'-6' AGL TOP OF EXISTING SPRINT ANTENNAS ELEV. = ±39'-0° AGL \OF EXISTING SPRINT ANTENNAS ELEV. = ±37'-0" AGL TOP OF BUILDING ELEV. = ELEV. = 0'-0" 3RA V WED FOR CO,DE COMPLIANCE APPROVED SEP . 8.13 City of Tukwila BUILDING DIVISION GRAPHIC SCALE 16' 8' 0 8' 16' SCALE: 22"x34" SHEET 1"= 8' SCALE: 11"x17" SHEET 1'= 16' EXISTING ELEVATION SCALE: AS NOTED 2 EXISTING ELEVATION KEYNOTES PROPOSED SPRINT NNW-65C—R4 ANTENNAS (TT?. OF (2) TOTAL) — SEE SHEET A-4 EXISTING/NO CHANGE BUILDING EXISTING/NO CHANGE SPRINT 1900 RRU'S MOUNTED TO EXISTING PIPE MOUNT (TYP. OF (2) TOTAL) — SEE SHEET A-4 IMPOSED SPRINT 800 MHz RRU"S (TYP. OF (2) TOTAL) — SEE SHEET A-4 PROPOSED SPRINT 800 MHz FILTERS MR OF (2) TOTAL) — SEE SHEET A-4 EXISTING SPRINT 2500 MHz ANTENNA MOUNTED TO EXISTING PIPE MOUNT TO REMAIN (TYP. OF (1) TOTAL) — SEE SHEET A-4 EXISTING SPRINT 2500 MHz RRU TO REMAIN (TYP. OF (2) TOTAL) — SEE SHEET A-4 EXISTING SPRINT 2500 FILTER MOUNTED TO EXISTING PIPE MOUNT TO REMAIN (TYP. OF (1) TOTAL) — SEE SHEET A-4 GRADE LEVEL MP Cr PROPOSED SPRINT ANTENNAS BEK - t41'--0" A6Y. $ TOP OF EXISTING SPRINT ANTENNAS ELEV. = ±39'-6" AGL 77P OF PROPOSED SPRINT ANTENNAS BEV. = ±38-9' AQL \€ OF EXISTING/PROPOSED SPRINT ANTENNAS AI \ELEV.. = f37-0' AGL TOP OF EXISTING BUILDING PARAPET ELEV. = ±33'—O' AGL ELEV. = 0'-0" RECEIVED CITY OF TUKWILA AUG 21 2018 PERLWIT CENTER GRAPHIC SCALE 16' 8' 0 8' 16' . . NM 1111111111111 SCALE: 22"x34" SHEET 1"= 8' SCALE: 11"x17" SHEET 1"= 16' PROPOSED ELEVATION PLANS PREPARED FOR. Sprint 15395 SE 30TH PL BELLEVUE, WASHINGTON 98007 —PLAIS PREPARED BY. NFINIGY8 FROM ZERO TO INFINIGY the solutions are endless 50 116TH AVENUE SE, SUITE 210 BELLEVUE, WASHINGTON 98004 JOB NUMBER 674-001 — ENGINEERING LICENSE: DRAWING NOTICE. THESE DOCUMENTS ARE CONFIDENTIAL AND ARE THE SOLE PROPERTY OF SPRINT AND MAY NOT BE REPRODUCED, DISSEMINATED OR REDISTRIBUTED WITHOUT THE EXPRESS WRITTEN CONSENT OF SPRINT. REVISIONS. DESCRIPTION DATE BY REV REISSUED FOR CONSTRUCTION 07/24/18 CTL 2 REISSUED FOR CONSTRUCTION 07/18/18 CAM ISSUED FOR CONSTRUCTION 04/17/18 CKE r SITE NAME: RIVERTON HEIGHTS r SPRINT SITE #: SE03XC404 SITE ADDRESS: 3516 S. 146TH STREET TUKWILA, WA 98168 SHEET DESCRIPTION: ELEVATIONS — SHEET NUMBER: SCALE: AS NOTED i A- 3 20. o ER1E17NS(RP T AN(TN2NTDASTALTO 8E 1 A PROPOSED SPRINT NNW -65C -R4 ANTENNAS ( (2) TOTAL) EXISTING/NO//BELLEVUE, CHANGEBUILDING8 QEXISTING/NO CHANGE SPRINT 1900 RRU'S MOUNTEDIN EXISTING PIPE MOUNT (Tw. OF (2) TOTAL)O EXISTING/NO CHANGE SPRINT 2500 MHz RRU TO 3A REMAIN (TYP. OF (2) TOTAL)• PROPOSED SPRINT 800 MHz RRU'S OF (2) TOTAL) ll 1 ^% QEXISTING/NO CHANGE SPRINT 2500 FILTER MOUNTED TO EXISTING PIPE MOUNT TO REMAIN (TYP. OF (1) TOTAL) 4A PROPOSED SPRINT 800 MHz FILTERS (TYP. GC (2) TOTAL) Q EXISTING/NO CHANGE SPRINT 2500 MHz ANTENNA MOUNTED TO EXISTING PIPE MOUNT TO REMAIN (TYP. OF (2) TOTAL) © © ruuVa rrternrteu rum Sprint) SE 30TH NQ WASHINGTON 98007 Z= 355') HA SECTOR r/r © Al , == 0 //// NORTH = 0' %15395 A2 OL (AZ= 355')0 -PLANS PREPARED BY. FI N IGY3TO FROM ZERO TO I N F I N I G Y the solutions are endless 50 116TH AVENUE SE, SUITE 210 BELLEVUE, WASHINGTON 96004 JOB NUMBER 674-001 ALPHA SECTOR ...... 0 � ai038 lib Al 0 �. 0 -SITE ACO. 177C/7000MPLIANCE A 'j D • ■ PRROVED SEP 18 2318"ER, City of Tukwilaa BUILDING DIVISION NORTH = 0' - ENGINEERING LICENSE. w -• Of "INN 40 0 .p. c_. 34 ti ; o,. 1 .0 � � , 40190 4 EXISTING ANTENNA PLAN (ALPHA) NO SCALE 4 PROPOSED ANTENNA PLAN (ALPHA) NO SCALE 2 F ,-0/STBR� `rsIONALO 0 0 SAI -;% = ©- V,A 82 B1 CITY �� F IC m AUG (AZ= 1751 BETA SECTOR PERMIT /4SHEET T�UKWILA 21 2018 CENTER D NORTH = 0' DRAWING NOTICE. THESE DOCUMENTS ARE CONFIDENTIAL AND ARE THE SOLE PROPERTY OF SPRINT AND MAY NOT BE REPRODUCED, DISSEMINATED OR REDISTRIBUTED WITHOUT THE EXPRESS WRITTEN CONSENT OF SPRINT. [ - REVISIONS. DESCRIPTION DATE BY REV ' _,t. A#V. / ;%II 0• - m B O 81 0 (AZ= 1751 BETA SECTOR .///// a NORTH = 0' REISSUED FOR CONSTRUCTION 07/24/I8 CTL 2 REISSUED FOR CONSTRUCTION 07/18/18 CAM I ISSUED FOR CONSTRUCTION 04/17/18 CKE 0 SITE NAME: RIVERTON HEIGHTS r SITE 6: rSPRINT I SE03XC404 SITE ADDRESS: 3516 S. 146TH STREET TUKw1LA, WA 98168 DESCRIPTION: ANTENNA PLANS & SCHEDULES SHEET NUMBER. /� /� L'1 -`"r ANTENNA PLAN KEYNOTES NO SCALE 5 EXISTING ANTENNA PLAN (BETA) NO SCALE 3 PROPOSED ANTENNA PLAN (BETA) NO SCALE S 1 MMMHG ANTENNA SCHEDULE EXISTING CABLE SCHEDULE SECTOR ANTENNA RRU FILTER HYBRID CABLE (HCS) COAX MODEL SIZE AZIMUTH RAD CENTER FREQUENCY QTY. MODEL QTY. MODEL QTY. LENGTH QTY. TYPE LENGTH A Al APXVRR13-C 54.8" 355 37'-0- 1900 MHz 1 (1)1900 MHz -- -- 1 70' -- -- -- A2 ET-X-M4-18-65-8P 61.0" 2500 MHz 1 (1)2500 MHz 1 (1)2500 MHz -- -- -- A3-- -- -- -- -- -- ---- -- -- A4-- -- -- -- -- -- -- -- -- -- B B1 APXVRR13-C 54.8" 175' 37'-0" 1900 MHz 1 -- -- 1 205' -- -- -- B2 ET-X-WM-18-65-8P 61.0" 2500 MHz 1 (1)2500 MHz -- -- -- B3 - - -- -- -- - - -- -- -- -- -- EXISTING ANTENNA SCHEDULE EXISTING CABLE SCHEDULE SECTOR ANTENNA RRU FILTER HYBRID CABLE (HCS) COAX MODEL SIZE AZIMUTH RAD CENTER FREQUENCY QTY. MODEL QTY. MODEL QTY. LENGTH QTY. TYPE LENGTH A Al A2 A3 A4 MIW-65C-R4 A1&0' ET -X -1/44-18-65-8P 61.0" 355' 37'-0" 800 AN/z/1900 MHz 2500 MHz 2 (1)000 MHz/(1)1900 MHz 1 1 (1)2500 MHz 1 (1)800 MHz (1)2500 MHz 70' NOTES 1. CONTRACTOR IS TO REFER TO SPRINTS MOST CURRENT RADIO FREQUENCY DATA SHEET (RFDS) PRIOR TO CONSTRUCTION 2 CABLE LENGTHS ARE APPROXIMATE. CONTRACTOR TO FIELD VERIFY CABLE LENGTHS PRIOR TO ORDERING, FABRICATION, OR INSTALLATION OF CABLES J BOLD- INDICATES NEW EQUIPMENT 8 B1 B2 B3 B4 NNW -65C -R4 R&o' ET-X-WM-18-65-8P 61.0" 175' 37'-0" 800 MHz/1900 MHz 2500 MHz 2 (1)800 AIM/(1)1900 MHz (1)800 AIIz 1 (1)2500 MHz 1 205' REVIEWED FOR CODE COMPLIANCE APPROVED SEP '_ 8 2318 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA AUG 21 2418 PERMIT CENTER RF SCHEDULE NO SCALE PLANS PREPARED FOR: Sprint 15395 SE 30TH PL BELLEWE, WASHINGTON 98007 PIANS PREPARED BY: FINIGY8 FROM ZERO TO INFINIGY the solutions are endless 50 116TH AVENUE SE, SUITE 210 BELLEWE, WASHINGTON 98004 JOB NUMBER 674-001 — SITE CO.A mc/7 — ENGINEERING LICENSE: DRAWING NOTICE: THESE DOCUMENTS ARE CONFIDENTIAL AND ARE THE SOLE PROPERTY OF SPRINT AND MAY NOT BE REPRODUCED, DISSEMINATED OR REDISTRIBUTED WITHOUT THE EXPRESS WRITTEN CONSENT OF SPRINT. REVISIONS. DESCRIPTION DATE BY REV REISSUED FOR CONSTRUCTION 0724/18 CIL 2 REISSUED FOR CONSTRUCTION 07/18/18 CAM ISSUED FOR CONSTRUCTION 04/17/18 CKE 0 SITE NAME: RIVERTON HEIGHTS [ SPRINT SITE #: SE03XC404 SITE ADDRESS 3516 S. 146TH STREET TUKWILA, WA 98168 SHEET DESCRIPTION: ANTENNA PLANS & SCHEDULES SHEET NUMBER: A-4 • MODEL: RFD01 F -26A MANUFACTURER: SAMSUNG WEIGHT: 48.5 LBS DIMENSIONS (LxWxD): 1 2.59'x 1-171-1 r 12.59" MIMO ANTENNA DETAIL 12.59" EBS/N1 0 U7 REVIEWED FOR CODE COMPLIANCE APPROVED SEP 182318 City of Tukwila BUILDING DIVISION MODEL: F1M800CAB—X MANUFACTURER: RFS WEIGHT: 53 LBS DIMENSIONS (LxWxD): 9.65" x 15.2" x 6.5' 1_ 9.65" 1 O O IDE 00 8.5" 1 SLOP 9.65" 1 0 0 0 0 0 0 O 0 O 0 O 0 O 0 O 0 0 0 00 0 0 00 8) 8, NO SCALE 4 MANUFACTURER: COMMSCOPE MODEL: NNW-65C—R4 WEIGHT: 99.2 LBS DIMENSIONS: 96.00' x 19.60' x 7.80' FREQUENCY: REFER TO RF DATA SHEET RF CONNECTLYZ PLANS PREPARED FOR. Sprint 15395 SE 30TH PL BELLEVUE, WASHINGTON 98007 PLANS PREPARED BY. INFINIGY8 IDE FROM ZERO TO INFINIGY the solutions are endtess 50 116TH AVENUE SE, SUITE 210 BELLEVUE, WASHINGTON 98004 JOB NUMBER 674-001 — ENGINEERING LICENSE. RF CONNECTOR Tt? PANEL ANTENNA DETAIL NOTES 1. NEW ANTENNA, RRU, AND FILTER TO BE MOUNTED TO 3'11 (NOM) SCH 40 PIPE MAST. CONTRACTOR TO VERIFY PIPE MAST SIZE AND SCHEDULE AND UPGRADE IF REQUIRED. 2. ANTENNA, RRU, AND FILTER CABLING TO BE CONNECTED PER RF DATA SHEET. PROVIDED BY RF ENGINEER. EXISTING 1900 /r MHZ RRU NEW 800 MHz RRU MOUNTED 70 DIETING ANTENNA PIPE INTH MANUFACTURER SUPPLED HARDWARE NEW RFS FILTER MOUNTED 70 EXISTING ANTENNA PAPE INN MANUFACTURE' STIPPLED HARDWARE 1-1371 0-014 SIDE NO SCALE 2 NEW MOUNTING HARDWARE NEW PANEL ANTENNA ANTENNA MOUNTING PIPE 800 MHz RRU DETAIL NO SCALE 5 800 MHz FILTER DETAIL NO SCALE 3 RRU do ANTENNA MOUNTING DETAIL NO SCALE It I DRAWING NOTICE: THESE DOCUMENTS ARE CONFIDENTIAL AND ARE THE SOLE PROPERTY OF SPRINT AND MAY NOT BE REPRODUCED, DISSEMINATED OR REDISTRIBUTED WITHOUT THE EXPRESS WRITTEN CONSENT OF SPRINT. REVISI 471,i,p MCI 11, I11717 E MI 111111111111111111111111111111411111.11411111111111111 �IlI RIVAIIINIli;t•11111111111 111111111111011 -- MI LI ,-17M 5 31I6114I it i!=AIM kefluicia ®0 REISSUED FOR CONSTRUCTION ISSUED FOR CONSTRUCTION SITE NAME: RIVERTON HEIGHTS [SPRINT SITE #: SE03XC404 SITE ADDRESS 3516 S. 146TH STREET TUKWILA, WA 98168 SHEET DESCRIPTION. EQUIPMENT DETAILS SHEET NUMBER: iii) A-6 • NEW JUMPER CABLES 0 ce rt EXISTING/NO CHANGE JUMPER CABLES EXISTING/NO CHANGE SPRINT HYBRID BREAK OUT UNIT EXISTING/NO CHANGE COAX. WHERE OCCURS GENERAL NOTES: O EXISTING/NO CHANGE #6 INSULATED GROUND OR AS SPECIFIED BY EQUIPMENT MANUFACTURER EXISTING #6 INSULATED GROUND OR AS SPECIFIED BY EQUIPMENT MANUFACTURER NEW /IS INSULATED GROUND OR AS SPECIF/ED BY EQUIPMENT MANUFACTURER EXISTING/NO CHANGE ANTENNA GROUND BUS (AGB) AT INDIVIDUAL SECTOR — 4"X12"X1/4" SOLID COPPER EXISTING/NO CHANGE INSULATED GROUND EXISTING/NO CHANGE CABLE TRAY/TOWER m 000000 nnnnn0l EXISTING/NO CHANGE ANTENNA GROUND BUS (AGB) AT BASE NEAR EQUIPMENT — 4"X12"X1/4" SOLID COPPER EXISTING 0 CHANGE 1" FLEX C. 1,2 SOLID BARE TINNED •.• . .r " U • • , .'i n r.. -Pilo -•• EXISTING/NO CHANGE MAIN GROUND ROD. VERIFY TIED TO //GNNROUND RING AND MEETSE5Z OHMS g EXISTING/NO RGCAD CHANGE TO MGB AND NEW MAIN GROUND TINNED EXISTING/NO CHANGE MGB MOUNTED NEAR EQUIPMENT CABINETS EXISTING/NO CHANGE INSULATED GROUND EXISTING/NO CHANGE ELECTRICAL PANEL GROUND BUS EXISTING/NO CHANGE TELCO GROUND BUS 5=' EXISTING/NO CHANGE #2 INSULATED GROUND OR AS SPECIFIED BY EQUIPMENT MANUFACTURER EXISTING/NO CHANGE DC/FIBER CABLE EXISTING/NO CHANGE SPRINT CABINET I. SPUCE GROUND CONIECIIONS 2. FOUAN COAXAL CABLE MMNFACIUQERS RECOMMENDATIONS (IYPICM) 3. ALL INSIN/OETD CROWD LANES TO BE MAIMED. ANG WARE UNLESS NOTED 0114ERMASE. 4 TINS RT TYPICAL FOR ONE SECTOR OF ANTDN6AS. SEE FINIS FOR MINER OF SECTORS 5. NUMBER OF COAX IS DLIOR8M8.1 . 6. COD= DPLD09tS ND DOMINO TAUS NOT SHOW FOR CLARDY. 7. FOLLOW SPRINT STANDARD GRCIMC 110 METHOD. RUNS TO TERMINATE AT EXISTING CABINET (1) NEW ALTER PER SECTOR NEW JUMPER CABLES NEW RRU(S) PER SECTOR (1) NEW PANEL ANTENNA PER SECTOR lesasaER C'�,"/�DELIANCE APPROVED SLe . 8 ,3 City of Tukwila BUILDING DIVISION J SECTOR '8 SECTOR EXISTING/NO CHANGE SPRINT JUMPERS EXISTING RRU EXISTING OR NEW DC POWER/ FIBER CABLES EXISTING/NO CHANGE SPRINT HYBRID BREAK OUT UNIT EXISTING/NO CHANGE EQUIPMENT AREA EXISTING/NO CHANGE HCS CABLE EXISTING/NO CHANGE SPRINT CABINET RECEIVED _-CITY-OF- TUKWILA AUG 21 2018 PERMIT CENTER COAX & GROUNDING SYSTEM SCHEMATIC NO SCALE 2 DC/ FIBER/ COAX SINGLE—LINE DIAGRAM NO SCALE — PLANS PREPARED FOR. Sprint ) 15395 SE 30TH PL BELLEVUE, WASHINGTON 98007 — PLANS PREPARED BY. INFINIGY8 FROM ZERO TO INFINIGY the solutions are endless 50 116TH AVENUE SE, SUITE 210 BELLEVUE, WASHINGTON 88004 JOB NUMBER 674-001 — SITE ACQ ENGINEERING LICENSE: DRAWING NOTICE: r THESE DOCUMENTS ARE CONFIDENTIAL AND ARE THE SOLE PROPERTY OF SPRINT AND MAY NOT BE REPRODUCED, DISSEMINATED OR REDISTRIBUTED WITHOUT THE EXPRESS WRITTEN CONSENT OF SPRINT. REVISIONS. DESCRIPTION DATE BY REV REISSUED FOR CONSTRUCTION 07/24/18 CTL 2 REISSUED FOR CONSTRUCTION 07/18/18 CAM ISSUED FOR CONSTRUCTION 04/17/18 CKE 0 r SITE NAME: RIVERTON HEIGHTS r SPRINT SITE 8: SE03XC404 SITE ADDRESS: 3516 S. 146TH STREET TUKWILA, WA 98168 SHEET DESCRIPTION: GROUNDING PLAN & SINGLE LINE DIAGRAM SHEET NUMBER: G-1 k4r- 07,(4.2, INFINIGY8 FROM ZERO TO INFINIGY the solutions are endless Structural Analysis Report J L -a August 10, 2018 Site Name Riverton Heights Site Number SE03XC404 Infinigy Job Number 674-001 Client MD7 Proposed Carrier Sprint Site Location 3516 S. 146th St., Tukwila, WA 98168 47° 28' 23.84" N NAD83 122° 17' 14.82" W NAD83 Structure Type Pipe Mounts Structural Usage Ratio 51.4% Overall Result Pass Upon reviewing the results of this analysis, it is our opinion that the structure meets the specified TIA and ASCE code requirements. The pipe mounts and connections are therefore deemed adequate to support the existing and proposed loading as listed in this Steven Youssef, E.I.T. Project Engineer I REVIEWED FOR CODE COMPLIANCE APPROVED SEP 18 2018 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA AUG 21 2018 PERMIT CENTER AZ CA CO FL GA IL MD NC NH NJ NY TN TX WA INFINIGY8 bL�02Jo2 " Structural Analysis Report August 10, 2018 Contents Introduction 3 Supporting Documentation 3 Analysis Code Requirements 3 Conclusion 3 Existing & Reserved Loading 4 To Be Removed Loading 4 Proposed Loading 4 Final Loading Configuration 5 Structure Usages 5 Connection Reactions 5 Assumptions and Limitations 6 Calculations Appended SE03XC404 Page 12 Structural Analysis Report August 10, 2018 Introduction Infinigy Engineering has been requested to perform a structural analysis on the existing antenna supporting structures. All supporting documents have been obtained from the client and are assumed to be accurate and applicable to this site. The antenna mounts were analyzed using RISA 3D v. 16.0.5 software. Supporting Documentation Construction Drawings Infinigy Engineering, PLLC (Site No. SE03XC404), dated July 24, 2018 Mod Design Structural Report Infinigy Engineering, PLLC. (Site No. SE03XC404), dated May 18, 2018 Photos Provided by Sprint, dated May 24, 2012 Analysis Code Requirements Wind Speed 85 mph (3 -Second Gust, Vasa) / 110 mph (3 -Second Gust, VuLr) Wind Speed w/ ice 30mph (3 -Second Gust, VASD) w/ 0.25" ice Design Standard ANSI/TIA-222-G / ASCE 7-10 Adopted IBC 2015 IBC w/ Washington State Amendments Structure Class II Exposure Category B Topographic Category 1 Calculated Crest Height 0 ft Seismic Design Values Ss = 1.490 g, Si = 0.558 g Soil Type D — Stiff Soil (Assumed) Conclusion Upon reviewing the results of this analysis, it is our opinion that the structure meets the specified TIA and ASCE code requirements. The pipe mounts and connections are therefore deemed adequate to support the existing and proposed loading as listed in this report. If you have any questions, require additional information, or actual conditions differ from those as detailed in this report please contact me via the information below: Steven Youssef, E.I.T. Project Engineer I 1 Infinigy 26455 Rancho Parkway South, Lake Forest, CA 92630 (0) (562) 472-5377 syoussef@infinigy.com1 www.infinigy.com SE03XC404 Page 13 Structural Analysis Report August 10, 2018 Existing & Reserved Loading Rad Center (ft) Qty. Appurtenance Mount Type Sector 37.0 1 RFS APXVRR13-C Pipe Mounts Alpha 1 KMW ET-X-WM-18-65-8P 1 Sprint 1900 MHz RRU 1 Sprint 2500 MHz RRU 1 Sprint 2500 MHz Filter 1 RFS APXVRR13-C Beta 1 KMW ET-X-WM-18-65-8P 1 Sprint 1900 MHz RRU 1 Sprint 2500 MHz RRU To Be Removed Loading Rad Center (ft) Qty. Appurtenance Mount Type Sector 37.0 1 RFS APXVRR13-C - Alpha 1 RFS APXVRR13-C Beta Proposed Loading Rad Center (ft) Qty. Appurtenance Mount Type Sector 37.0 1 Commscope NNVV-65C-R4 - Alpha 1 Samsung RFDO1F-26A 1 RFS FIM800CAB-X 1 Commscope NNVV-65C-R4 Beta 1 Samsung RFDO1F-26A 1 RFS FIM800CAB-X SE03XC404 Page 14 Structural Analysis Report August 10, 2018 Final Loading Configuration Rad Center (ft) Qty. Appurtenance Mount Type Sector 37.0 1 Commscope NNVV-65C-R4 Pipe Mounts Alpha 1 Samsung RFDO1F-26A 1 - RFS FIM800CAB-X 1 KMW ET-X-WM-18-65-8P 1 Sprint 1900 MHz RRU 1 Sprint 2500 MHz RRU 1 Sprint 2500 MHz Filter 1 Commscope NNVV-65C-R4 Beta 1 Samsung RFDO1F-26A 1 RFS FIM800CAB-X 1 KMW ET-X-WM-18-65-8P 1 Sprint 1900 MHz RRU 1 Sprint 2500 MHz RRU Structure Usages Alpha Mount Pipe 17.7% Pass Channels 3.4% Pass Mount Connections 9.6% Pass HSS 12.7% Pass Rating = 17.7% Pass Beta Mount Pipe 31.9% Pass Single Angle 51.4% Pass Rating = 51.4% Pass Alpha - Connection Reactions Reaction Data Design Capacity* Analysis Reactions Result Max Tension (lbs.) 6,385.0 5.1 0.1% Max Shear (lbs.) 3,976.0 377.6 9.5% Combined Tension/Shear (lbs.) - - 0.9% *Assumed (1) 1/2" A307 through bolts per connection. Contractor to field verify connection diameters prior to proposed installation. - Connection reactions are acceptable per rigorous structural analysis. SE03XC404 Page 1 5 Structural Analysis Report August 10, 2018 Beta - Connection Reactions Reaction Data Design Capacity* Analysis Reactions Result Max Tension (lbs.) 6,385.0 317.8 5.0% Max Shear (lbs.) 3,976.0 1,580.0 39.7% Combined Tension/Shear (lbs.) - - 16.0% *Assumed (1) 1/2" A307 through bolts per connection. Contractor to field verify connection diameters prior to proposed installation. - Connection reactions are acceptable per rigorous structural analysis. Assumptions and Limitations Our structural calculations are completed assuming all information provided to Infinigy Engineering is accurate and applicable to this site. For the purposes of calculations, we assume an overall structure condition of "like new" and all members, connections, anchors, and masonry to be free of corrosion and/or structural defects. The structure owner and/or contractor shall verify the structure's condition prior to installation of any proposed equipment. If actual conditions differ from those described in this report Infinigy Engineering should be notified immediately to complete a revised evaluation. Our evaluation is completed using standard TIA, AISC, ACI, and ASCE methods and procedures. Our structural results are proprietary and should not be used by others as their own. Infinigy Engineering is not responsible for decisions made by others that are or are not based on our supplied assumptions and conclusions. This report is an evaluation of the rooftop mounted equipment and/or antenna supporting structures to be proposed or modified as shown in the referenced construction drawings. Applicable building element adequacy to support these structures is also evaluated when the applied forces increase significantly based on engineering judgment. SE03XC404 Page 16 Infinigy Engineering, PLLC Steven Youssef, EIT 674-001 Riverton Heights Rendered Aug 10, 2018 at 11:24 AM SE03XC404_Alpha.r3d 1J68A 115o 1451 i152A Infinigy Engineering, PLLC Steven Youssef, EIT 674-001 Riverton Heights Wire Frame Aug 10, 2018 at 11:24 AM SE03XC404 Alpha.r3d Site Name: Client: Carrier: Engineer: Date: Riverton Heights MD7 Sprint S. Youssef, EIT 8/10/2018 Site Information Inputs: Adopted Building Code: Structure Load Standard: Antenna Load Standard: Structure Risk Category: Structure Type: Number of Sectors: Structure Shape 1: Design Wind Velocity: Wind Centerline 1 (z1): Side Face Angle (9): Exposure Category: Topographic Category: Is Ice Loading Needed?: Ice Wind Velocity: Base Ice Thickness: 2015 IBC ASCE 7-10 ASCE 7-10 Rooftop 2 Round Wind Loading Inputs. 110 37.0 60 B 1 Ice Loading Inputs: Yes 30 0.25 INFINIGY8 FROM ZERO TO INFINIGY the solutions ore endless Rooftop Inputs: Rooftop Wind Speed -Up?: mph (ultimate 3 -second gust) ft degrees mph (ultimate 3 -second gust) in Input Appurtenance Information and Load Placemen No Wind with No Ice q, (psf) Gh Fsr (psf) 19.59 0.85 19.98 INFINIGY WIND LOAD CALCULATOR 3.0.2 Wind with Ice II: (psf) Gh Fyr (psf) 1.46 0.85 2.18 Appurtenance Name Elevation (ft) Quantity Ka Front Shape Side Shape q, (psf) EPA (ftz) Fz (lbs) Fx (lbs) Fz(60) (lbs) Fx(30) (lbs) Commscope NNW -65C -R4 37.0 1 1.00 Flat Flat 19.59 17.07 284.22 136.51 173.44 247.29 KMW ET-X-WM-18-65-8P 37.0 1 1.00 Flat Flat 19.59 6.68 111.27 49.72 65.10 95.88 Samsung RFDO1F-26A 37.0 1 1.00 Flat Flat 19.59 1.32 21.99 13.41 15.56 19.85 Sprint 1900 MHz RRU 37.0 1 1.00 Flat Flat 19.59 2.32 38.65 37.26 37.61 38.30 Sprint 2500 MHz RRU 37.0 1 1.00 Flat Flat 19.59 2.66 44.33 23.81 28.94 39.20 RFS FIM800CAB-X 37.0 1 1.00 Flat Flat 19.59 1.22 20.35 11.38 13.62 18.11 2500 MHz FILTER 37.0 1 1.00 Flat Flat 19.59 2.95 49.11 26.33 32.03 43.42 Site Name: Client: Carrier: Engineer: Date: Riverton Heights MD7 Sprint S. Youssef, EIT 8/10/2018 Site Adopted Building Code: Structure Load Standard: Antenna Load Standard: Structure Risk Category: Site Class: Structure Type: Number of Sectors: Information Inputs: 2015 IBC ASCE 7-10 ASCE 7-10 1 D - Stiff Soil Rooftop 3 Seismic Loading Inputs: S,: Sl: Average Roof Height: ap: RP: C o: F,: F,,: SDs SDI: 1.490 0.558 30.0 1.0 2.5 1.0 1.000 1.500 0.993 0.558 8 8 ft 8 g Input Appurtenance Information and Load Placements: INFINIGYB FROM ZERO TO INFINIGY the solutions are endless INFINIGY SEISMIC LOAD CALCULATOR 3.0.2 Appurtenance Name Attachment Elevation (ft) Total Quantity Front Shape Side Shape Weight (lbs) Fp Max (Ib) Fp Min (Ib) Fp Design (Ib) Fz (lbs) Fx (lbs) Commscope NNW -65C -R4 37.0 1.0 Flat Flat 99.20 157.66 29.56 47.30 47.30 47.30 KMW ET-X-WM-18-65-8P 37.0 1.0 Flat Flat 36.40 57.85 10.85 17.36 17.36 17.36 Samsung RFDO1F-26A 37.0 1.0 Flat Flat 48.50 77.08 14.45 23.12 23.12 23.12 Sprint 1900 MHz RRU 37.0 1.0 Flat Flat 60.00 95.36 17.88 28.61 28.61 28.61 Sprint 2500 MHz RRU 37.0 1.0 Flat Flat 59.50 94.57 17.73 28.37 28.37 28.37 RFS FIM800CAB-X 37.0 1.0 Flat Flat 53.00 84.23 15.79 25.27 25.27 25.27 2500 MHz FILTER 37.0 1.0 Flat Flat 59.50 94.57 17.73 28.37 28.37 28.37 Company : Infinigy Engineering, PLLC hRisADesigner : Steven Youssef, EIT Job Number : 674-001 ANEM T5CHtK COMPANY Model Name : Riverton Heights Aug 10, 2018 4:39 PM Checked By: Member Primary Data Label 1 Joint J Join K Joint R 1 M1 N7 N3 -1 Roof Mounts Beam Channel A36 Gr.36 Topica 0 2 M2 N6 N5 26.6 180 Roof Mounts Beam Channel A36 Gr.36 Typica Wind Load AZI 0.. 3 M3 N4 N1 180 Mount Pipe Beam Tube A500 Gr.... Tvpica .4 4 M4 N17A N19A 48 0 RIGID None None RIGID Typica 0 5 M5 N18A N20 177 .2 RIGID Connection Mounts None Beam None RECT RIGID A36 Gr.36 Tvpica Typica 0 6 M6 N19A N20 633 7 M7 N21 N22 N27 N28 RIGID RIGID None None None None RIGID RIGID Tvpica Typica 8 M8 9 M9 N23 N29 9 RIGID None None RIGID Tvpica None 10 M10 N24 N30 2 RIGID None None None None None None RIGID RIGID RIGID Typica Tvpica Typica 11 M11 N25 N31 2 RIGID RIGID 12 M12 N26 N32 13 M13 N27 N28 Connection Mounts Beam RECT A36 Gr.36 A36 Gr.36 Tvpica Typica 14 M14 N29 N30 Connection Mounts Beam RECT 15 M15 N31 N32 Connection Mounts Beam RECT A36 Gr.36 Tvpica 16 M16 N33 N37 RIGID None None None RIGID RIGID Typica Tvpica 17 M17 N33 N41 RIGID None 18 M22 N36 N40 RIGID None None None Tube RIGID RIGID A500 Gr.... Typica Tvpica Typica 19 M23 N36 N44 90 RIGID Connection Mount ... None Beam 20 M24 N37 N45 21 M25 N41 N49 90 90 Connection Mount ... Connection Mount ... Beam Beam Tube Tube A500 Gr.... A500 Gr.... Tvpica Typica 22 M30 N40 N48 23 M31 N44 N52 90 Connection Mount ... Pipe Mount Beam Column Tube Pipe A500 Gr.... A53 Gr.B Typica Typica 24 MP2 N57 N53 25 MP1 N60 N56 Pipe Mount Column Pipe A53 Gr.B Tvpica Material Takeoff 1 General DL -1 2 RIGID 12 26.6 0 3 Total General 12 26.6 0 4 1 3 Wind Load AZI 0.. 5 Hot Rolled Steel 9 6 A36 Gr.36 C8x18.75 2 240 .4 7 A36 Gr.36 PL12X0.5 4 48 0 8 A500 Gr.B Rect HSS3x1.5x4 4 24 0 9 A500 Gr.B Rect HSS6x3x4 1 177 .2 10 A53 Gr.B PIPE_3.0 2 144 0 11 Total HR Steel 9 13 633 .8 Basic Load Cases LC Description Cateaory X Gravity Y Gravi Point 1 Self Weight DL -1 9 2 Wind Load AZI 0.. WLZ 9 1 3 Wind Load AZI 0.. WLX 9 1 4 Ice Weight OL1 9 25 5 Wind + Ice Load ... OL2 9 1 6 Wind + Ice Load ... OL3 9 1 7 Seismic Load AZ... ELZ -.48 9 8 Seismic Load AZ... ELX -.48 9 g BLC 2 Transient ... None 2 10 BLC 3 Transient ... None 2 11 BLC 5 Transient ... None 2 RISA -3D Version 16.0.5(\...\...\...\...\...\...\...\...\...\SA Rerun 08-09-2018\SE03XC404 Alpha.r3d] Page 1 Company: Infinigy Engineering, PLLC '' R'SA Job Number : 674-001 Youssef, EIT A NEM-ISCHLK COF^P.VVI Model Name : Riverton Heights Aug 10, 2018 4:39 PM Checked By: Basic Load Cases (Continued) 12 BLC Description Category X Gravity Y Gravi Z Gravity Joint Point Distributed Area(Member)Surface(Plate/... BLC 6 Transient ... None 1 2 Load Combinations 1 1.4D Yes Y DL 1.4 2 1.2D + 1W AZI 000 Yes Y DL 1.2 W.. 1 3 1.2D + 1W AZI 030 Yes Y DL 1.2 W...866 W.. .5 4 1.2D + 1W AZI 060 Yes Y DL 1.2 W.. .5 W...866 5 1.2D + 1W AZI 090 Yes Y DL 1.2 W.. 1 6 1.2D + 1W AZI 120 Yes Y DL 1.2 W.. -.5 W...866 7 1.2D + 1W AZI 150 Yes Y DL 1.2 W.. -.8...w.. .5 8 1.2D + 1 W AZ1 180 Yes Y DL 1.2 W.. -1 9 1.2D + 1W AZI 210 Yes Y DL 1.2 W.. -.8...W.. _.5 10 1.2D + 1W AZI 240 Yes Y DL 1.2 W.. -.5 W.. -.8... 11 1.2D + 1W AZI 270 Yes Y DL 1.2 W.. -1 12 1.2D + 1W AZI 300 Yes Y DL 1.2 W.. .5 w.. -.8... 13 1.2D + 1W AZI 330 Yes Y DL 1.2 W.. .866 W.. -.5 14 0.9D + 1W AZI 000 Yes Y DL .9 W.. 1 15 0.90 + 1W AZI 030 Yes Y DL .9 W...866 W.. .5 16 0.9D + 1W AZI 060 Yes Y DL .9 W.. .5 W...866 17 0.9D + 1W AZI 090 Yes Y DL .9 W.. 1 18 0.9D + 1W AZI 120 Yes Y DL .9 W.. -.5 W...866 19 0.9D + 1W AZI 150 Yes Y DL .9 W.. -.8... W.. .5 20 0.9D + 1W AZ1 180 Yes Y DL .9 W.. -1 21 0.9D + 1W AZI 210 Yes Y DL .9 W.. -.8... W.. -.5 22 0.9D + 1w AZI 240 Yes Y DL .9 W.. -.5 W.. -.8... 23 0.9D + 1w AZI 270 Yes Y DL .9 w•• -1 24 0.9D + 1W AZI 300 Yes Y DL .9 W.. .5 W.. -.8... 25 0.9D + 1W AZI 330 Yes Y DL .9 W...866 W.... 5 26 1.2D + 1.0Di Yes Y DL 1.2 0.•• 1 27 1.2D+1.ODi+1.0... Yes Y DL 1.2 0... 1 0... 1 28 1.2D + 1.ODi + 1.0... Yes Y DL 1.2 0... 1 0....866 0... .5 29 1.2D+1.ODi+1.0... Yes Y DL 1.2 0... 1 0... .5 0....866 30 1.2D + 1.0Di + 1.0... Yes Y DL 1.2 0... 1 0.. 1 31 1.2D + 1.ODi + 1.0... Yes Y DL 1.2 0... 1 0... -.5 0....866 32 1.2D+1.ODi+1.0... Yes Y DL 1.2 0... 1 0...-.8...0... 5 33 1.2D + 1.ODi + 1.0... Yes Y DL 1.2 0••• 1 0... -1 34 1.2D + 1.0Di + 1.0... Yes Y DL 1.2 0... 1 0... -.8... 0... -.5 35 1.2D + 1.ODi + 1.0... Yes Y DL 1.2 0... 1 0... -.5 0... -.8... 36 1.2D + 1.ODi + 1.0... Yes Y DL 1.2 0... 1 0... -1 37 1.2D + 1.ODi + 1.0... Yes Y DL 1.2 0... 1 0... .5 0... -.8... 38 1.2D + 1.ODi + 1.0... Yes Y DL 1.2 0... 1 0....866 0... -.5 39 (1.2+0.2Sds) + 1.0 ... (1.2+0.2Sds) + 1.0 ... Yes Yes Y Y DL DL 1.3.. 1.3..ELZ.866 ELZ 1 E... .5 40 41 (1.2+0.2Sds) + 1.0 ... Yes Y DL 1.3.. ELZ .5 E... .866 42 (1.2+0.2Sds) + 1.0 ... Yes Y DL 1.3.. E... 1 43 (1.2+0.2Sds) + 1.0 ... Yes Y DL 1.3.. ELZ -.5 E... .866 44 (1.2+0.2Sds) + 1.0 ... Yes Y DL 1.3..ELZ-.8... E... .5 45 (1.2+0.2Sds) + 1.0 ... Yes Y DL 1.3...ELZ -1 46 (1.2+0.2Sds) + 1.0 ... Yes Y DL 1.3...ELZ-.8... E... _5 47 (1.2+0.2Sds) + 1.0 ... Yes Y DL 1.3...ELZ -.5 E... -.8... 48 (1.2+0.2Sds) + 1.0 ... Yes Y DL 1.3.. E... -1 49 (1.2+0.2Sds) + 1.0 ... Yes Y DL 1.3.. ELZ .5 E... -.8... 50 (1.2+0.2Sds) + 1.0 ... Yes Y DL 1.3.. ELZ.866 E... -.5 51 (0.9-0.2Sds) + 1.0E .. Yes Y DL .701 ELZ 1 RISA -3D Version 16.0.5[\...\...\...\...\...\...\...\...\...\SA Rerun 08-09-2018\SE03XC404_Alpha.r3d] Page 2 Company: Inf'inigy Engineering, PLLC ''RISA Job (Number : 674-001 Youssef, EIT A MMLTSCNIA COMPANY Model Name : Riverton Heights Aug 10, 2018 4:39 PM Checked By: Load Combinations (Continued) Descriation Solve PDelta S... B... Fa... B... Fa... B... Fa... B... Fa... B... F 52 (0.9-0.2Sds) + 1.0E ... Yes Y 42 DL .701 ELZ .866 E... .5 0 1 -.004 54 2 HSS6x3... min -27.749 48 40.544 56 -22.742 2 0 53 (0.9-0.2Sds) + 1.0E ... Yes Y 1 DL .701 ELZ .5 E... .866 30 455.764 2 .46 3 0 1 .729 9 4 0 6 min -135.375 49 54 (0.9-0.2Sds) + 1.0E ... Yes Y .07 DL .701 1 -.519 E... 1 N14 max 40.6 42 180.781 9 43.148 39 .044 3 0 1 .086 15 55 (0.9-0.2Sds) + 1.0E .. Yes Y 48 DL .701 ELZ -.5 E... .866 0 1 -.123 9 7 N17 max 43.338 54 174.68 9 40.958 51 .114 56 (0.9-0.2Sds) + 1.0E .. Yes Y 21 DL .701 ELZ-.8... -43.365 E... .5 15 -40.932 57 -.039 15 0 1 -.046 3 9 N18 max 14.512 42 57 (0.9-0.2Sds) + 1.0E ... Yes Y .008 DL .701 ELZ -1 21 10 .338 min -14.482 48 40.544 58 -27.749 45 .004 51 0 1 0 3 58 (0.9-0.2Sds) + 1.0E ... Yes Y 54 DL .701 ELZ-.8... 25 E... -.5 0 1 -.062 21 12 min -303.25 60 235.47 20 -178.455 19 -.678 59 (0.9-0.2Sds) + 1.0E ... Yes Y 3 DL .701 ELZ -.5 E... -.8... 28 623.289 2 14 min -563.827 60 60 (0.9-0.2Sds) + 1.0E ... Yes Y DL .701 E... -1 61 (0.9-0.2Sds) + 1.0E ... Yes Y DL .701 ELZ .5 E... -.8... 62 (0.9-0.2Sds) + 1.0E ... Yes Y DL .701 ELZ .866 E... -,5 Envelope Joint Reactions Join X Y fibl 1 N15 max 27.749 42 80.935 1 22.786 8 0 3 0 1 -.004 54 2 HSS6x3... min -27.749 48 40.544 56 -22.742 2 0 21 0 1 -.008 1 3 N16 max 135.415 43 755.106 30 455.764 2 .46 3 0 1 .729 9 4 0 6 min -135.375 49 277.432 60 -456.614 8 .07 21 0 1 -.519 15 5 N14 max 40.6 42 180.781 9 43.148 39 .044 3 0 1 .086 15 6 3 1151... min -40.552 48 -24.972 15 -43.162 57 .007 21 0 1 -.123 9 7 N17 max 43.338 54 174.68 9 40.958 51 .114 9 0 1 -.006 21 8 12.001 min -43.365 60 17.408 15 -40.932 57 -.039 15 0 1 -.046 3 9 N18 max 14.512 42 80.935 1 27.749 39 .008 1 0 1 0 21 10 .338 min -14.482 48 40.544 58 -27.749 45 .004 51 0 1 0 3 11 N19 max 302.696 54 645.723 27 178.489 25 .235 15 0 1 -.062 21 12 min -303.25 60 235.47 20 -178.455 19 -.678 9 0 1 -.484 3 13 Totals: max 563.827 42 1756.614 28 623.289 2 14 min -563.827 60 825.679 59 -623.289 20 Envelope RISC 14th(360-10): LRFD Steel Code Checks * ..I.:.0 ....:*.. _�:* 1 MP1 PIPE 3.0 .177 60.75 2 .095 61.5 2 5377... 65205 5.749 5.749 ... H1 -lb 2 M3 HSS6x3... _127 134.594 3 .075 149.3... z 3 4110... 15897615.215 24.806 ... H1 -lb 3 MP2 PIPE_3.0 .105 60.75 2 .060 61.5 2 5377... 65205 5.749 5.749 ••• H1 -lb 4 M30 HSS3x1.... .097 0 6 13 2 .088 .329 0 12.001 0 y y z 137147... 3 1151... 2 7147... 72036 1944002.025 72036 3.143 3.143 5.21 48.6 5.21 .•• H1 -1b ••• H1 -lb ..• H1 -1b 5 M15 PL12X0.5 .096 6 M31 HSS3x1.... .077 0 2 .055 7 M6 PL12X0.5 .062 6 2 .214 0 y 3 1151... 194400 2.025 48.257 ... H1 -lb 8 M24 HSS3x1.... .061 0 13 .054 0 0 y z 7 7147... 2 7147... 72036 72036 3.143 3.143 5.21 5.21 ... H1 -1b ... H1 -1b 9 M25 HSS3x1.... .049 0 2 .035 10 M14 PL12X0.5 .047 12.001 3 .002 12.001 0 60 y y z g 1151... 31151... 3 3090... 194400 1944002.02544.53...H1 178524 2.025 4.331 43.749 37.53 ... Hl -lb -lb ... H1 -1b 11 M13 PL12X0.5 .041 12.001 3 .002 12 M1 C8x18.75 .034 63.75 9 .325 13 M2 C8x18.75 .026 63.75 48 .338 61.25 y 3 3090... 178524 4.331 37.53 ... H1 -1b RISA -3D Version 16.0.5[\...\...\...\...\...\...\...\...\...\SA Rerun 08-09-2018\SE03XC404 Alpha.r3d] Page 3 Date: Client Carrier Engineer: Site: Job #: Code: Axial: Shear: 8/10/2018 MD7 Sprint S. Youssef, EIT SE03XC404 674-001 37.0 ft Rad Center LRFD 5.13 377.58 lbs lbs Bolt Capacity (1/2" A307 Through Bolt), Total (2) per Connection Ult Load / Bolt Factored Load (0=0.75) # of Bolts Factor Joint Capacity Axial (Ib) 8513.3 6385.0 1 6385 Shear(lb) 5301.3 3976.0 1 3976 *Assumed (1) 1/2" A307 through bolts, total of (2) per connection. Contractor to field verify connection diameters prior to proposed installation Interaction Check T /0T„ 0.1% V /0Vn 9.5% 551.0 0.9% OK Envelops Only Solution Infinigy Engineering, PLLC Steven Youssef, EIT 674-001 SE03XC404 (Beta Sector) Rendered Aug 10, 2018 at 11:50 AM SE03XC404-Beta (1).R3D 1425 1424 Envelope Only Solution 1426 1429 Infinigy Engineering, PLLC Steven Youssef, EIT 674-001 SE03XC404 (Beta Sector) Wire Frame Aug 10, 2018 at 11:49 AM SE03XC404-Beta (1).R3D Site Name: Client: Carrier: Engineer: Date: Riverton Heights MD7 Sprint 5. Youssef, EIT 8/10/2018 Site Information Inputs: Adopted Building Code: Structure Load Standard: Antenna Load Standard: Structure Risk Category: Structure Type: Number of Sectors: Structure Shape 1: 2015 IBC ASCE 7-10 ASCE 7-10 Rooftop 2 Round Wind Loading Inputs: Design Wind Velocity: Wind Centerline 1 (zi): Side Face Angle (0): Exposure Category: Topographic Category: Is Ice Loading Needed?: Ice Wind Velocity: Base Ice Thickness: 110 37.0 60 B 1 ce Loading inputs: Yes 30 0.25 INFINIGY8 FROM ZERO TO INFINIGY the solutions are endless Rooftop Inputs: Rooftop Wind Speed -Up?: mph (ultimate 3 -second gust) ft degrees mph (ultimate 3 -second gust) in Input Appurtenance Information and Load Placements: No Wind with No Ice q: (psf) Gh Fsr (psf) 19.59 0.85 19.98 INFINIGY WIND LOAD CALCULATOR 3.0.2 Wind with Ice q, (psf) Gh Fst (psf) 1.46 0.85 2.04 Appurtenance Name Elevation (ft) Total Quantity Ka Front Shape Side Shape q, (psf) EPA (ftz) Fz (lbs) Fx (lbs) Fz(60) (lbs) Fx(30) (lbs) Commscope NNW -65C -R4 37.0 1 1.00 Flat Flat 19.59 17.07 284.22 136.51 173.44 247.29 KMW ET-X-WM-18-65-8P 37.0 1 1.00 Flat Flat 19.59 6.68 111.27 49.72 65.10 95.88 Samsung RFDO1F-26A 37.0 1 1.00 Flat Flat 19.59 1.32 21.99 13.41 15.56 19.85 Sprint 1900 MHz RRU 37.0 1 1.00 Flat Flat 19.59 2.32 38.65 37.26 37.61 38.30 Sprint 2500 MHz RRU 37.0 1 1.00 Flat Flat 19.59 2.66 44.33 23.81 28.94 39.20 RFS FIM800CAB-X 37.0 1 1.00 Flat Flat 19.59 1.22 20.35 11.38 13.62 18.11 Site Name: Client: Carrier: Engineer: Date: Riverton Heights MD7 Sprint S. Youssef, EIT 8/10/2018 Site Information Inputs: Adopted Building Code: Structure Load Standard: Antenna Load Standard: Structure Risk Category: Site Class: Structure Type: Number of Sectors: 2015 IBC ASCE 7-10 ASCE 7-10 D - Stiff Soil Rooftop 3 Seismic Loading Inputs: Sr: Si: Average Roof Height: aP: Rp: 00: F,: F,,: So: SDI: 1.490 0.558 30.0 1.0 2.5 1.0 1.000 1.500 0.993 0.558 8 8 ft g g Input Appurtenance Information and Load Placements: INFINIGY8 FROM ZERO TO INFINIGY the soWNons are endless INFINIGY SEISMIC LOAD CALCULATOR 3.0.2 Appurtenance Name Attachment Elevation (ft) Total Quantity Front Shape Side Shape Weight (lbs) Fp Max (Ib) Fp Min (Ib) Fp Design (Ib) Fz (lbs) Fx (lbs) Commscope NNW -65C -R4 37.0 1.0 Flat Flat 99.20 157.66 29.56 47.30 47.30 47.30 KMW ET-X-WM-18-65-8P 37.0 1.0 Flat Flat 36.40 57.85 10.85 17.36 17.36 17.36 Samsung RFDO1F-26A 37.0 1.0 Flat Flat 48.50 77.08 14.45 23.12 23.12 23.12 Sprint 1900 MHz RRU 37.0 1.0 Flat Flat 60.00 95.36 17.88 28.61 28.61 28.61 Sprint 2500 MHz RRU 37.0 1.0 Flat Flat 59.50 94.57 17.73 28.37 28.37 28.37 RFS FIM800CAB-X 37.0 1.0 Flat Flat 53.00 84.23 15.79 25.27 25.27 25.27 Company: Infinigy Engineering, PLLC 1 R'SA Job Number : 674-001 oussef, EIT ANLMETSCW-K COMPANY Model Name : SE03XC404 (Beta Sector) Aug 10, 2018 4:47 PM Checked By: Member Primary Data Label 1 Joint J Join K Join Design List 1 M1 Ni N12 —_ �_ • a 90 Proposed Rail Beam Single Angle A36 Gr.36 Typical 2 MP2 N2 N3 8 8 Mount Pipe Column Pipe A53 Gr.B Typical 3 MP1 N4 N5 Mount Pipe Column Pipe A53 Gr.B Typical 4 M4 N6 N7 A36 Gr.36 90 Proposed Rail Beam Single Angle A36 Gr.36 Typical 5 M5 N8 N9 9 Total HR Steel Angle Angle Beam Beam Single Angle Single Angle A36 Gr.36 A36 Gr.36 Typical Typical 6 M6 N10 N11 11 7 M7 N17 N32 1 12 RIGID None None RIGID Typical 8 M8 N18 N33 230 24.5 RIGID None None RIGID Typical 9 M9 N15 N30 RIGID None None RIGID Typical 10 M10 N16 N31 RIGID None None RIGID Typical Typical 11 M11 N14 N13 270 Angle BLC 5 Transient ... Single Angle A36 Gr.36 12 12 M12 N40 N42 7 RIGID None None None None RIGID RIGID Typical Typical Typical 13 M13 N41 N43 13 RIGID 14 M14 N44 N46 RIGID None None RIGID 15 M15 N45 N47 RIGID None None RIGID Typical Material Takeoff Pieces 1 General --_- —_ �_ • a _,,,,,,tea 2 RIGID 8 8 0 3 Total General 8 8 0 4 1 1 3 Wind Load AZI 0.. 5 Hot Rolled Steel 8 6 A36 Gr.36 L2x2x3 3 144.7 29.6 7 A36 Gr.36 L3x3x3 2 240 74.2 8 A53 Gr.B PIPE_3.0 2 240 140.9 244.7 9 Total HR Steel 7 624.7 10 6 Wind + Ice Load ... OL3 11 Wood 8 1 12 DF 2-2X4 8 460 97.8 13 DF 2X4 4 230 24.5 14 Total Wood ELX 12 690 122.3 Basic Load Cases BLC Description Cateaory X Gravity Y Gravi Distributed Area(Member1Surface(Plate/ 1 Self Weight DL -1 8 2 Wind Load AZI 0.. wiz 8 1 1 3 Wind Load AZI 0.. WLX 8 1 1 4 Ice Weight OL1 8 15 5 Wind + Ice Load ... OL2 8 1 6 Wind + Ice Load ... OL3 8 1 7 Seismic Load AZ... ELZ -.48 8 8 Seismic Load AZ... ELX -.48 8 g BLC 2 Transient ... None 7 10 BLC 3 Transient ... None 13 11 BLC 5 Transient ... None 7 12 BLC 6 Transient ... None 13 RISA -3D Version 16.0.5(\...\...\...\...\...\...\...\...\...\SA Rerun 08-09-2018\SE03XC404-Beta (1).R3D] Page 1 Company : Engineering, PLLC gYoussef, EIT JobDesiNumner Steven Inber : 674-001 A1ua.TSOCK COMPANY Model Name : SE03XC404 (Beta Sector) Aug 10, 2018 4:47 PM Checked By: Load Combinations Description Solve PDelta S... B... Fa... B... F 1 1.4D Yes Y DL 1.4 2 1.2D + 1.6W AZI 000 Yes Y DL 1.2 W.. 1.6 3 1.2D + 1.6W AZI 030 Yes Y DL 1.2 W...1.3.. W.. .8 4 1.2D + 1.6W AZI 060 Yes Y DL 1.2 W.. .8 W.. 1.3.. 5 1.2D + 1.6W AZI 090 Yes Y DL 1.2 W.. 1.6 6 1.2D + 1.6W AZI 120 Yes Y DL 1.2 W.. -.8 W.. 1.3.. 7 1.2D + 1.6W AZI 150 Yes Y DL 1.2 W.. -1.... W.. .8 8 1.2D + 1.6W AZI 180 Yes Y DL 1.2 W.. -1.6 g 1.2D + 1.6W AZI 210 Yes Y DL 1.2 w.. -1.... W.. -.8 10 1.2D + 1.6W AZI 240 Yes Y DL 1.2 W.. -.8 W.. -1••.. 11 1.2D + 1.6W AZI 270 Yes Y DL 1.2 W.. -1.6 12 1.2D + 1.6W AZI 300 Yes Y DL 1.2 W....8 W.. -1.... 13 1.2D + 1.6W AZI 330 Yes Y DL 1.2 W.. 1.3.. W.. -.8 14 0.9D + 1.6W AZI 000 Yes Y DL .9 W.. 1.6 15 0.9D + 1.6W AZI 030 Yes Y DL .9 W.. 1.3.. W.. ,8 16 0.9D + 1.6W AZI 060 Yes Y DL .9 W.. 13 W.. 1.3.. 17 0.9D + 1.6W AZI 090 Yes Y DL .9 W.. 1.6 18 0.9D + 1.6W AZI 120 Yes Y DL .9 W.. -.8 W.. 1.3.. 19 0.9D + 1.6W AZI 150 Yes Y DL .9 W.. -1....W.. .8 20 0.9D + 1.6W AZI 180 Yes Y DL .9 W.. -1.6 21 0.9D + 1.6W AZI 210 Yes Y DL .9 W.. -1....W.. -.8 22 0.9D + 1.6W AZI 240 Yes Y DL .9 W.. -.8 W.. -1.... 23 0.9D + 1.6W AZI 270 Yes Y DL .9 W.. -1.6 24 0.9D + 1.6W AZI 300 Yes Y DL .9 W.. .8 W.. -1.... 25 0.9D + 1.6W AZI 330 Yes Y DL .9 W.. 1.3.. W.. -.8 26 1.2D + 1.0Di Yes Y DL 1.2 0... 1 27 1.2D + 1.0Di + 1.0... Yes Y DL 1.2 0... 1 0... 1 28 1.2D + 1.ODi + 1.0... Yes Y DL 1.2 0... 1 0....866 0... .5 29 30 1.2D + 1.ODi + 1.0... 1.2D + 1.0Di + 1.0... Yes Yes Y Y DL DL 1.2 1.2 0... 0... 1 1 0... .5 0....866 0... 1 31 1.2D + 1.ODi + 1.0... Yes Y DL 1.2 0... 1 0... -.5 0....866 32 1.2D + 1.0Di + 1.0... Yes Y DL 1.2 0... 1 0... -.8... 0... .5 33 1.2D + 1.ODi + 1.0... Yes Yes Y Y DL DL 1.2 1.2 0... 0... 1 1 0... 0... -1 -.8... 0... -.5 34 1.2D + 1.ODi + 1.0... 35 1.2D + 1.ODi + 1.0... Yes Y DL 1.2 0... 1 0... -.5 0... -.8... 36 1.2D + 1.ODi + 1.0... Yes Y DL 1.2 0... 1 0... -1 37 1.2D + 1.ODi + 1.0... Yes Y DL 1.2 0... 1 0... .5 0... -.8... 38 1.2D + 1.ODi + 1.0... Yes Y DL 1.2 0... 1 0....866 0... -.5 39 1.2D + 1.5L + 1.OW... Yes Y DL 1.2 LL 1.5 W...143 40 1.2D + 1.5L + 1.OW... Yes Y DL 1.2 LL 1.5 W.. .124 W...072 41 1.2D + 1.5L + 1.OW... Yes Y DL 1.2 LL 1.5 W...072 W...124 42 1.2D + 1.5L + 1.OW... Yes Y DL 1.2 LL 1.5 W...143 43 1.2D + 1.5L + 1.OW.. Yes Y DL 1.2 LL 1.5 W.. -.0...W.. .124 44 1.2D + 1.5L + 1.OW.. Yes Y DL 1.2 LL 1.5 W.. -.1...W...072 45 1.2D + 1.5L + 1.OW... Yes Y DL 1.2 LL 1.5 W.. -.1... 46 1.2D + 1.5L + 1.OW.. Yes Y DL 1.2 LL 1.5 w.. -.1...W.. -.0... 47 1.2D + 1.5L + 1.OW.. 1.2D + 1.5L + 1.OW.. Yes Yes Y Y DL DL 1.2 1.2 LL LL 1.5 1.5 W.. -.o... W.. W• -.1... -.1... 48 49 1.2D + 1.5L + 1.OW.. Yes Y DL 1.2 LL 1.5 W.. .072 W.. -.1... 50 1.2D + 1.5L + 1.OW.. Yes Y DL 1.2 LL 1.5 W.. .124 W.. -.0... 51 (1.2+0.2Sds) + 1.0 ... Yes Y DL 1.3••ELZ 1 52 (1.2+0.2Sds) + 1.0 ... Yes Y DL 1.3...ELZ.866 E... .5 53 (1.2+0.2Sds) + 1.0 ... Yes Y DL 1.3.. ELZ .5 E... .866 54 (1.2+0.2Sds) + 1.0 ... Yes Y DL 1.3.. E... 1 55 (1.2+0.2Sds) + 1.0 ... Yes Y DL 1.3...ELZ -.5 E... .866 56 (1.2+0.2Sds) + 1.0 ... Yes Y DL 1.3..ELZ-.8... E... .5 57 (1.2+0.2Sds) + 1.0 ... Yes Y DL 1.3..ELZ -1 RISA -3D Version 16.0.5(\...\...\...\...\...\...\...\...\...\SA Rerun 08-09-2018\SE03XC404-Beta (1).R3D] Page 2 Company : Inf'inigy Engineering, PLLC : Steven 111 R'SA ob Number : 674-001 Youssef, EIT ANEM=75CN_K COMPANY Model Name : SE03XC404 (Beta Sector) Aug 10, 2018 4:47 PM Checked By: Load Combinations (Continued) Description Solve PDelta S... B... Fa... B... Fa... B... Fa... B... Fa... B... Fa... B... Fa... B. Fa... B... Fa... B... F 58 (1.2+0.2Sds) + 1.0 ... Yes Y 17 DL 1.3...ELZ-.8... 986.009 14 E... -.5 0 1 0 1 2 PIPE 3.0 min -858.673 11 -60.602 17 -1006.138 8 0 59 (1.2+0.2Sds) + 1.0 ... Yes Y 1 DL 1.3..ELZ max -,5 E... -.8... 8 891.647 14 0 1 0 1 0 1 4 42.5 min -214.919 10 60 (1.2+0.2Sds) + 1.0 ... Yes Y 0 DL 1.3.. 1 0 E... -1 WP1 max 363.191 5 996.694 31 177.483 2 0 1 .087 69 1.055 11 61 (1.2+0.2Sds) + 1.0 ... Yes Y 23 DL 1.3.. ELZ .5 E... -.8... -.13 51 -1.044 17 7 WP2 max 305.576 6 468.902 13 435.865 14 .448 62 (1.2+0.2Sds) + 1.0 ... Yes Y 1 DL 1.3.. ELZ .866 E... _,5 19 -445.704 8 -.705 9 -.239 11 0 1 9 Totals: max 1402.726 5 63 (0.9-0.2Sds) + 1.0E ... Yes Y DL .701 ELZ 1 10 min -1402.72 23 529.277 64 -2484.896 20 64 (0.9-0.2Sds) + 1.0E ... Yes Y DL .701 ELZ .866 E... .5 65 (0.9-0.2Sds) + 1.0E ... Yes Y DL .701 ELZ .5 E....866 66 (0.9-0.2Sds) + 1.0E ... Yes Y DL .701 E... 1 67 (0.9-0.2Sds) + 1.0E ... Yes Y DL .701 ELZ -.5 E... .866 68 (0.9-0.2Sds) + 1.0E .. Yes Y DL .701 ELZ-.8... E... .5 69 (0.9-0.2Sds) + 1.0E ... Yes Y DL .701 ELZ -1 70 (0.9-0.2Sds) + 1.0E ... Yes Y DL .701 ELZ-.8... E... -.5 71 (0.9-0.2Sds) + 1.0E ... Yes Y DL .701 ELZ -,5 E... -.8... 72 (0.9-0.2Sds) + 1.0E ... Yes Y DL .701 E... -1 73 (0.9-0.2Sds) + 1.0E ... Yes Y DL .701 ELZ .5 E... -.8... 74 (0.9-0.2Sds) + 1.0E ... Yes Y DL .701 ELZ.866 E... -.5 Envelope Joint Reactions int X flb LC Y flb L Ibl LC MX fk-ftl LC MY fk-ftl LC MZ Ek - 1 N35 max 616.321 17 89.977 11 986.009 14 0 1 0 1 0 1 2 PIPE 3.0 min -858.673 11 -60.602 17 -1006.138 8 0 1 0 1 0 1 3 N39 max 207.483 16 164.84 8 891.647 14 0 1 0 1 0 1 4 42.5 min -214.919 10 -153.686 14 -911.247 8 0 1 0 1 0 1 5 WP1 max 363.191 5 996.694 31 177.483 2 0 1 .087 69 1.055 11 6 .004 min -159.633 23 326.755 24 -129.581 20 0 1 -.13 51 -1.044 17 7 WP2 max 305.576 6 468.902 13 435.865 14 .448 15 .169 17 0 1 8 min -259.695 24 -172.318 19 -445.704 8 -.705 9 -.239 11 0 1 9 Totals: max 1402.726 5 1237.023 34 2484.897 2 10 min -1402.72 23 529.277 64 -2484.896 20 Envelope RISC 14th(360-10): LRFD Steel Code Checks Member Shape Code Check Loc in LC Shear Check Loc in Dir hi*P... ohi'P... ohi•M.. phi*M Eon 1 M1 L3x3x3 .514 5 14 .236 3.75 y 8 5872... 35316 1.32 2.197 ... H2-1 2 MP2 PIPE 3.0 .319 36.25 8 .113 35 8 3817... 65205 5.749 5.749 ... H1 -1b 3 M4 L3x3x3 .191 70 36 .099 5 v 2 5872... 35316 1.32 2.404 ... H2-1 4 MP1 PIPE_3.0 .093 42.5 2 .045 41.25 2 3817... 65205 5.749 5.749 .•. H1 -1b 5 M11 L2x2x3 .073 23.853 35 .003 48.721 v 2 1024... 2339... .558 1.101 .•. H2-1 6 M5 L2x2x3 .073 39.5 2 .004 0 z 131049... 2339... .558 1.101 ..• H2-1 7 M6 L2x2x3 .021 47.5 6 .003 47.5 z 5 1049... 2339... .558 1.234 .•. H2-1 RISA -3D Version 16.0.5[\...\...\...\...\...\...\...\...\...\SA Rerun 08-09-2018\SE03XC404-Beta (1).R3D] Page 3 Date: Client Carrier Engineer: Site: Job #: Code: Axial: Shear: 8/10/2018 MD7 Sprint S. Youssef, EIT SE03XC404 674-001 37.0 ft Rad Center LRFD 317.78 1580.03 lbs lbs Bolt Capacity (1/2" A307 Through Bolt) per Connection Ult Load / Bolt Factored Load ($1)=0.75) # of Bolts Factor Joint Capacity Axial (Ib) Shear(Ib) 8513.3 6385.0 1 6385 5301.3 3976.0 1 3976 *Assumed (1) 1/2" A307 through bolt per connection. Contractor to field verify connection diameters prior to propsed installation. Interaction T /On V /4Vn 5_1.0 Check 5.0% 39.7% 16.0% OK PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D18-0262 PROJECT NAME: SPRINT SITE ADDRESS: 3516 S 146 ST X Original Plan Submittal Response to Correction Letter # DATE: 08/21/18 Revision # Revision # before Permit Issued after Permit Issued DEPARTMENTS: AT Atvt ?)-3-10 Building Division blik AO- t Public Works F0 Oili1N /11 i0)0—/ 0 ire Prevention Planning Division Structural ❑ Permit Coordinator PRELIMINARY REVIEW: Not Applicable n (no approval/review required) DATE: 08/23/18 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 09/20/18 Approved Corrections Required ❑ Approved with Conditions n Denied (corrections entered in Reviews) (ie: Zoning Issues) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire D Ping ❑ PW 0 Staff Initials: 12/18/2013 SAC WIRELESS LLC Washington State Department of %Labor & Industries home Espanol Contact Search L&I Page 1 of 2 A -Z index Help Safety & Health Claims & Insurance Workplace Rights SAC WIRELESS LLC Owner or tradesperson Principals SANZO, JOSEPH (JOSE) PASQUALE, MANAGER KOZIEL, BILL R, MANAGER Doing business as SAC WIRELESS LLC WA UBI No. 603 391 663 540 MADISON STREET 16TH FLOOR CHICAGO, IL 60661 847-944-1600 Business type Limited Liability Company Governing persons LLC NOKIA SOLUTIONS & NE HALL CAPITAL PARTNERS; BILL KOZIEL; JOE SANZO; 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. SACWIWL852J2 Effective — expiration 07/01/2015— 07/01/2019 Bond ................ Washington International Ins Co Bond account no. 9170096 $12,000.00 Received by L&I Effective date 04/21/2015 04/17/2015 Expiration date Until Canceled Insurance ......................... XL INSURANCE AMERICA INC $5,000,000.00 Policy no. US00075403L118A Received by L&I Effective date 04/27/2018 05/01/2018 Expiration date 05/01/2019 Insurance history My Trades & Licensing Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=603391663&LIC=SACWIWL852J2&SAW= 12/17/2018 SAC WIRELESS LLC Savings ) No savings accounts during the previous 6 y,�tperiod. Lawsuits against the bond or savings No lawsuits against the bond or savings accounts during the previous 6 year period. L&I Tax debts .................... No L8,1 tax debts are recorded for this contractor license during the previous 6 year period, but some debts may be recorded by other agencies. License Violations No license violations during the previous 6 year period. Workers' comp Do you know if the business has employees? If so, verify the business is up-to-date on workers' comp premiums. This company has multiple workers' comp accounts. Active accounts L&I Account ID 127,365-01 Account is current. Doing business as SAC WIRELESS LLC Estimated workers reported Quarter 3 of Year 2018 "76 to 100 Workers" L&I account contact T2 / KATHY ULRICH (360)902-4829 - Email: WITE235@Ini.wa.gov Track this contractor 0 Public Works Strikes and Debarments Verify the contractor is eligible to perform work on public works projects. Contractor Strikes No strikes have been issued against this contractor. Contractors not allowed to bid No debarments have been issued against this contractor. Workplace safety and health Check for any past safety and health violations found on jobsites this business was responsible for. Inspection results date 07/26/2018 Inspection no. 317949921 Location 202 E.Koch Road Ritzville, WA 99169 No violations Page 2 of 2 C Washington State Dept. of Labor & Industries. Use of this site is subject to the laws of the state of Washington. Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=603391663&LIC=SACWIWL852J2&SAW= 12/17/2018