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HomeMy WebLinkAboutPermit D03-304 - NEXTEL COMMUNICATIONS - 4 ANTENNASNEXTEL COMMUNICATIONS BUILDING "E" 4520 -4030 SOUTH 140T" STREET D03 -304 z • fr z 00 NO W = WO QQ LL <: =W H= .Z�. F-0 Z . :0 -` � H w O, Z• W U co: H . •0 Z z Parcel No.: 7360600475 Permit Number: D03-304 ,i w Address: 4020 S 140 ST TUKW Issue Date: 10/28/2003 at Suite No: Permit Expires On: 04/25/2004 v 0 0) o Tenant: J z Name: NEXTEL COMMUNICATIONS H CO Address: 4020 S 140 ST, TUKWILA WA w 0 2 Owner: 5 Name: LEE JAMES KHUAN +MIMI DU Phone: u_ Address: 3425 97TH AVE SE, MERCER ISLAND WA = a 1 ._w Contact Person: z H Name: BRYAN ADAMS Phone: 425 766 -1141 z 0 Address: 10545 WILLOWS RD NE, REDMOND, WA � D C3 Contractor: U Name: LNI -LAN NETWORK INFRASTRUCTURES, INC Phone: o H Address: 98 UNION ST #314, SEATTLE WA tu w Contractor License No: LNILANI983K5 Expiration Date: 05/25/2005 E-- u H O DESCRIPTION OF WORK: .. z Ill INSTALLING 4 NEW ANTENNAS; MOUNTED TO MULTIPLE TRIPODS ENCLOSED WITHIN SHROUDS ON TOP OF "E" U N BUILDING. (SEE NOTICE OF DECISION - L03 -002) ~O H z Value of Construction: $ $75,000.00 Fees Collected: $1,355.44 Type of Fire Protection: Uniform Building Code Edition: 1997 Type of Construction: Occupancy per UBC: 0026 Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: N Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: N Moving Oversize Load: N Start Time: End Time: Sanitary Side Sewer: N Sewer Main Extension: N Private: N Storm Drainage: N Street Use: N Profit: N Water Main Extension: Water Meter: doc: Devperm City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Public Works Activities: N N DEVELOPMENT PERMIT Private: N D03 -304 Public: N Non - Profit: N Public: N Printed: 10 -28 -2003 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Permit Center Authorized Signature: o � w Date: -/4 -z9e3 I hereby certify that I have read and examined t is 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 f this permit does not presum o give authority to violate or cancel the provisions of any other state or local laws regulating tructiori or the perf mance f work. I am authorized to sign and obtain this development permit. Signature: Date: i v " 2 41 -.0 3 Print Name: 71 a JLS k . ✓ �"- d ' `� doc: Devperm This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. D03 -304 Printed: 10 -28 -2003 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 7360600475 Address: 4020 S 140 ST TUKW Suite No: Tenant: NEXTEL COMMUNICATIONS PERMIT CONDITIONS Permit Number: D03 -304 Status: ISSUED Applied Date: 09/30/2003 Issue Date: 10/28/2003 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 2: No changes will be made to the plans unless approved by the Engineer and the Tukwila Building Division. 3: Electrical permits shall be obtained through the Washington State Division of Labor and Industries and all electrical work will be inspected by that agency (206- 835 - 1111). 4: All mechanical work shall be under separate permit issued by the City of Tukwila. 5: All permits, inspection records, and approved plans shall be available at the job site prior to the start of any construction. These documents are to be maintained and available until final inspection approval is granted. 6: Partition walls attached to ceiling grid must be laterally braced if over eight (8) feet in length. 7: Readily accessible access to roof mounted equipment is required. 8: All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1997 Edition) as amended, Uniform Mechanical Code (1997 Edition), and Washington State Energy Code (1997 Edition). 9: Validity of Permit. The issuance of a permit or approval of plans, specifications, and computations 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 ordinance of the jurisdiction. No permit presuming to give authority to violate or cancel the provisions of this code shall be valid. 10: All construction noise to be in compliance with Chapter 8.22 of the City of Tukwila Municipal Code. A copy can be obtained at City Hall in the office of the City Clerk. 11: The canisters to screen the antennas and the wood fence enclosure to screen the air conditioning units must be painted to match the existing building. 12: The project must meet the city's noise standards. All recommendations outlined in the noise report prepared by Greenbusch Group Inc dated June 4, 2003 and subsequent email with wood enclosure recommendations must be followed. Also, the barrier must be constructed as recommended by Greenbusch Group Inc in the report dated March 17, 2003, i.e. it must be sealed to minimize sound leakage, which can be accomplished by sealing the joints with caulking and 1 "x4" battens for a wood barrier. I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws doc: Conditions D03 -304 ,....;a•,r � :.c f ;�+'::t.,.:'r t :u'e: t ` c�ci�, iic�t .�.'�:�xac. < ti fit: x "'• " Printed: 10 -28 -2003 ns' Y^+ gnrtwwW�1'! i" h+' mY. c. Fti4HM' TS'. M' X/ '+AM+Yi"1xNIC.ihNMv!Ir /V.hdAKM '�1M City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 regulating con truction or the performanc of work. Signature: Le Date: r`O r-- —p Print Name: 'T G 4 oliNtz- T ccAL U " X doc: Conditions D03 -304 Printed: 10 -28 -2003 1 Site Address: Company Name: Mailing Address: Contact Person: E -Mail Address: Company Name: Mailing Address: Contact Person: Company Name: Mailing Address: Contact Person :. E -Mail Address: \applications\permit application (3.2003) CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Applications and }flans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **Please Print* g0 s /0 - Tenant Name: /14' ' / CDm' r C��i9 , .2S Property Owners Name: S� tit e-s Lee_ Mailing Address: ? 3 7,7 (X— King Co Assessor's Tax No.73ac OG) C, X75_ 2.? 0Y6 5 or Suite Number: ----- Floor: --- New Tenant: Yes 0 .,No :1;.41-0/ mi City State Zip Name: 4/64/ � �um S / Day Telephone: 4/.2‘...<:- 76 / j// Mailing Address: /05%3 `% /. 4 • /j /� /� D .1074nc( State / r City Zip E -Mail Address: rya /v„ •Je /j/exte ('ds T Fax Number: 27F— ? erg City Day Telephone: Fax Number: State Zip Contractor Registration Number: Expiration Date: * *An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance ** s7/ s 4 ;c vp 6- 6 ?fir >ec' /i` C4 e uy C4.Ase r:ti•! • . Vrc.�r f ay. . ,agc "/"Idej49/ w 4LJ/1 9Na�‘ City State Zip Day Telephone: r 6'7e)- l ‘9 / E -Mail Address: Fax Number: 4e: 711-- .0 ENGINEEIWF a/lf 02020 City State Zip Day Telephone: ( c.?5 -- -- 77& — 1/ 5 - e-"0 Fax Number: 1 ,5 77F- r< 4 °Q {Ft?Iyc'c K"s40,' '.?y77r,,Y' ,T:e mo?!'.C° r 1 :13 11.1, IHN, 431 =367 "'r.T �' }, 't � }r.:��� "�. �` ,i�`�. ... :'.�.. .._�:�. ._._ "��.� 'trl2 � .:f; ���'��'�: ���.. .. ...- Valuation of Project (contractor's bid price): $ 2� da Existing Building Valuation: $ Scope of Work (please provide detailed information): .�geaJ Gam' fife' ra. d / 't� `Y d 7 ` - 6 r7Li c 66 `eG ' J, G .._6 fCe /.". .- • 44,-) ,_,T.1.4 (II< e.,.,_7,_... d . 7 4 -''ccc. of/a_ce.i-!,e-i -- ,403 -a9 2 -' '/ x z, Will there be new rack storage? 0 ..Yes 0.. No If "yes ", see Handout No. for requirements. provide Ali Building AreaS in s Floor ::._ 2' Floor ,`3 : Floor ..•••••.:',••• Floors asement Accessoy Stricture* Attached. Garage Detached:Gara Attached Carport :: Detached Carport' Covered`Deck . :Uncovered Deck :, Addition to Existing Structure ''Type of • Construction per UBC -.Type of . Occtipancy UBC: PLANNING DIVISION: Single- family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area for accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? 0 ....Yes ❑ ..No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: 0.. Sprinklers ❑..Automatic Fire Alarm ❑..None ❑ . Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ .. Yes ❑ ..No If "yes", attach list of materials and storage locations on a separate 8 -1/2 x 11 paper indicating quantities and Material Safety Data Sheets. \applieationslpermit application (34003) 3/2003 Page 2 Scope of Work (please provide detailed information): ,Please-refer to Public Works Bulletin for fees and estimate' sheet. Water District ❑ ...Tukwila ❑... Water District #125 ❑ ...Water Availability Provided Sewer District ❑ ...Tukwila ❑... ValVue ❑ .. Renton ❑ ...Seattle ❑ ...Sewer Use Certificate 0... Sewer Availability Provided ❑ .. Approved Septic Plans Provided ❑ ...Septic System - For onsite septic system, provide 2 copies of a current septic design approval by King County Health Department. Submitted with Application (mark boxes which apply): ❑ ...Civil Plans (Maximum Paper Size — 22" x 34 ") ❑ ...Technical Information Report (Storm Drainage) ❑ ...Bond ❑ .. Insurance ❑ .. 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 - - way Non Right -of -way ❑ ...Total Cut ❑ ...Total Fill cubic yards cubic yards ❑...Sanitary Side Sewer ❑ ...Cap or Remove Utilities ❑ ...Frontage Improvements ❑ ...Traffic Control ❑ ...Backflow Prevention - Fire Protection Irrigation Domestic Water Vpplicationalpermit application (3.2003) 3n003 " Call before you Dig: 1- 800 - 424 -5555 ❑ .. Abandon Septic Tank ❑ .. Curb Cut ❑ .. Pavement Cut ❑ .. Looped Fire Line „ ❑ ...Permanent Water Meter Size... WO# ❑ ...Temporary Water Meter Size.. WO# ❑ ...Water Only Meter Size WO# ❑ ...Sewer Main Extension Public Private ❑ ...Water Main Extension Public Private ❑ .. Highline ❑ .. Work in Flood Zone ❑ .. Storm Drainage Page 3 ❑ ...Renton ❑ .. Geotechnical Report ❑...Traffic Impact Analysis ❑ .. Maintenance Agreement(s) 0... Hold Harmless ❑ .. Right -of -way Use - Profit for less than 72 hours ❑ .. Right -of -way Use — Potential Disturbance ❑ .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding ❑ ...Deduct Water Meter Size FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) ❑ ...Water Monthly Service Billing to: Name: Mailing Address: Water Meter Refund/Billing: Name: . Mailing Address: ❑ ...Sewer ❑ ...Sewage Treatment Day Telephone: City State Zip Day Telephone: City State Zip :Unit Type: Qty :;Unit Type: Qty Unit Type :. Qty Boiler /Compressor: Qty Furnace <100K BTU Air Handling Unit >= 10,000 CFM Other Mechanical Equipment 0 -3 HP /100,000 BTU Furnace >100K BTU Evaporator Cooler 3 -15 HP /500,000 BTU Floor Furnace Ventilation Fan 15 -30 HP /1,000,000 BTU Suspended/Wall/Floor Mounted Heater Ventilation System 30 -50 HP /1,750,000 BTU Appliance Vent Hood 50+ HP /1,750,000 BTU Heat/Refrig/Cooling System Incinerator - Domestic Air Handling Unit <= 10,000 CFM Incinerator —Comm/Ind • A LI. 'ERIVIIT IN FORMATION; 10.6". 11 MECHANICAL CONTRACTOR INFORMATION Company Name: Mailing Address: City State Zip Day Telephone: Fax Number: Contact Person: E -Mail Address: Contractor Registration Number: Expiration Date: * *An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance ** Valuation of Project (contractor's bid price): $ Scope of Work (please provide detailed information): Use: Residential: New .... ❑ Replacement .... ❑ Commercial: New .... ❑ Replacement .... ❑ Fuel Type: Electric ❑ Gas ....0 Other: Indicate type of mechanical work being installed and the quantity below: Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING 0 Signature. Print Name: Date Application Accepted: \applications\ rmit a ER OR AUTHO IZED AGENT: 1 j ��� e t8 /ate /' / Day Telephone. :25 --- 766 4 ,F Mailing Address: 1��5 >!5 (il %2'f City State Zip plication (3 -2003) Date Application Expires: Staff Initials: i C 'fC1 liri 1sj:d?7P $`�r •, t.:._ ;S 4 C`/t•'7??t?'t'!r`.' e ' i �u`t +"- '!1lltte C.•fi ri M7p,5 �YE`t .''}� ' 3a C"?ti { 6,1 it:Y P valLrj .. ' G � ' ' i r . � fi '�i ` .R� . � i�.. ?.. ,y+axtnIONr..a Parcel No.: Address: Suite No: Applicant: Receipt No.: Initials: User ID: Payee: TRANSACTION LIST: Type Method ACCOUNT ITEM LIST: Description doc: Receipt Payment City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 7360600475 4020 S 140 ST TUKW NEXTEL COMMUNICATIONS R03 -01187 SKS 1165 NEXTEL Description Check 2023743 BUILDING - NONRES PLAN CHECK - NONRES STATE BUILDING SURCHARGE RECEIPT Account Code 000/322.100 000/345.830 000/386.904 Permit Number: Status: Applied Date: Issue Date: Payment Amount: Payment Date: Balance: Amount 1,355.44 Current Pmts 818.75 532.19 4.50 Total: 1,355.44 D03 -304 PENDING 09/30/2003 1,355.44 3211 10/01 9710 TOTAL 1355.44 09/30/2003 11:21 AM $0.00 Printed: 09 -30 -2003 z w re 00 (0 C w= J w 0 2 Q co d w z � � z I O O w I - o U. lll — 2 0 z COMMENTS: Type of Inspect : I"'"" 0 4e..P Address: ¶32 — S to• 1 Date C alled: (0/ /0`f (� R •PI!mi-\- l OW1� Le P ate Wanted: L� It f,} Requester: t i D� j j 1 „ 1 T t e. \ rtA\ (0-.2.--02-\ T 510 Proj c : ( P,�C4 e i kol k. Type of Inspect : I"'"" 0 4e..P Address: ¶32 — S to• 1 Date C alled: (0/ /0`f Special Instructions: LA tt �' ! ate Wanted: L� It f,} Requester: t i D� j j ( Phone N _ 0 35 O 1 13 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. El Corrections required prior to approval. Inspector. Date: 14�\ El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Project: max �/ ,iiAh 1„ Type of Inspection: ,7- it/4 / Address: s: 1 /9 g I_) .c iz //) Date Called: 4/- 2S'-aV Special Instructions: Date Wanted: _ T _ a.m. p.m. Reque ter: X ) 1 / / Phone No: c.c1 7 ..:7 - c — O Y ' 1l INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 0.' 6)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: 3 gi.A 7,'( ,1, Inspector: Date: _ ' 9- n 7.00 REINSPECTIONF E REQUIRED.,/ or to inspection, fee must be Id at 6300 Southcentef Blvd., Suite .1.00. Call to schedule reinspection. Receipt No.: Date: PrNe : e.".1 q t 1 Type of Insper .ae2..., Addr5 : pap s (ikosf-, Date Called: 5 I-1 05 Spe al Instructions: O Date Wanted: CC, p.m. R 5/04 b • - Requester: -- ‘A-, Phone No V)CP -# ‘355 - 03oa • : . INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Ej Approved per applicable codes. INSPECTION RECORD Retain a copy with permit PERyl. (206)431-3670 Ea Corrections required prior to approval. COMMENTS: fl- 7 S tY h. Date: El $47.0 • REINSPECTUJ FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southc nter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: COMMENTS: Type of IInspectior FP._ r'e+ I N) L. • Ad r s } i) J460-1 F Al ,;./ v (s /cfng 2 5 ,z fhtrx.✓i e4 Date Called: Spec I Instructions: L.01/ ----- /i 4/) Requester: , —✓ '1 I ( . oc,c J v � 1 I a F ti f Proje : n : -f ` 1 � I Type of IInspectior FP._ r'e+ I N) L. • Ad r s } i q�ydn c . i Date Called: Spec I Instructions: Date Wanted: J 'ap.m.rty . 3 1a t Requester: , —✓ '1 I ( . oc,c J Phone No: , 9 0 e - X 55 - 2O alf:s1:1 1u+iii cov„ INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit $ t7.00 REINSPECTION FE REQUIRED. l for aid at 6300 Southcenter BI d., Suite 100. Cal t(eceipt No.: b PER I 0 206)431 -3670 Approved per applicable codes. Corrections required prior to approval. Date: /c9 o inspection, fee must be I to schedule reinspection. Date: �W J U 00 U) Ill I N W w 0 Q LL H ▪ W z � W W U 0 H WW El 0 0 z Projic� : , le I TY� of Inspe X dvi , 14 Addre s b 5 6 i Called: �a5 ' f� y / ! Special Instructions: Date Wanted: ! m' F a &I Requester V di P" o - 3/ 0- Ug i S INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (20. 431 -3670 'pproved per applicable codes. El Corrections required prior to approval. COMMENTS: Insp Receipt No.: Dat l / 2,6 `ovl �..f.�.. A 4. V $47 » 0 REINSPECTION EE REQUIRED.14'rior to inspection, fee must be pai at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: Project: 1\ 1-e,x, { � � I Type-of Inspection: • T y p j -- - - (A. -ro (rt. Address: II � ILO S� f Date Call � Special Instructions: Wan Date Wa 04i 2 a.m. �p'% Requester: � v r/l Phone No: 20L9 — 3117 — (e'S3 to INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (21:)431 -3670 '®.Approved per applicable codes. Corrections required prior to approval. COMMENTS: cD ; I sp 'tor: Dat l.Z /e2 47.00 REINSPECT ON FEE REQUI ED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Sui a 100. Call to schedule reinspection. Receipt No.: Date: COMMENTS: - Type_orin,spectio : • I ., fl) W1 0 -- k - Orri"ile: r --\ 0 AiL.,, fl 4/1 ( ,.",...00 -.-_,(-- 9 a_ivek.,1/4)(,-: • Special Instructions: t Date Wanted: , - I i f 1 ......., P .m. Requester: :L.......) I-act Phone No: 2 (0 - -SI 0 LR53 O - k.)) k."--ateL".3 c ,......_ (- . N. :() e 01/4 541:-/ ........4_,) LA-4- i ■ ' Pro'„ect; - Type_orin,spectio : • I ., fl) W1 0 -- k - Orri"ile: Address: -t1 , , 0 S, IL1D,Ti Da e Called: \ */ \./ /( /0 e._/ 0 _ Special Instructions: t Date Wanted: , - I i f 1 a P .m. Requester: ,.., 111 n Phone No: 2 (0 - -SI 0 LR53 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter BIV #100, Tukwila, WA 981 88 Approved per applicable codes. pct pr: (frvIA..1-0 INSPECTION RECORD Retain a copy with permit (206)431-3670 12 Corrections required prior to approval. Date: 1 t3 147.00 REINSPECTION FEE REQUIRED. Pri r to inspection, fee must be at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: COMMENTS: 0 o -' -moo n C n� V-( �L 1 • i n ¢- 0 C&-e•O i` -- - �. 9.-m" w".Le. (-#2.___ e=3.4....A.e - ) = Le. in Ce ,-, 6 .. I Date Called: c;- I ( t Date Wanted: ( � Q � o( m P.m. Spe 'al Instructions: r .u� C.-. A. r� J� 0 c _aci.. --r _ ..- 1■0-- ru.t,:), C 1 r4 -o_e_L .o--1-. 2A �_.tr..t. -U . r , +-. eC 41 MC N -f -- ..- _I- Pro c cs ,.(--6 Type o -Ins pection: , • A dress: 0 , I Date Called: c;- I ( t Date Wanted: ( � Q � o( m P.m. Spe 'al Instructions: Requester: t f ee.,vin Phone No: _ . (� - >> cO t i5$ g 114-3 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. or: INSPECTION RECORD Retain a copy with permit PER N ) (206)431 -3670 Corrections required prior to approval. Date: 11, 2 . 1 -1 • ! / .00 REINSPECTI(N FEE REQUIRE . Prior to inspection, fee must be aid at 6300 Southcenter Blvd., Suite 00. Call to schedule reinspection. Receipt No.: Date: CimiessoriatIONINVIIMMilitionlior Prtt)C—ft Ty e 9 Inspection: ecti ( o ! n /� : < . `; Q � / ! �V (L �f �.` not Address: ti /4-D.D•O S . 1 LIO Date Ca11eH: i ii 1/0 Special Instructions: Date Wanted: � , a,. ( J j k p.m. 1�[ Requester` Phro: C? 'E aq..55g INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION PE TN 6300 Southcenter Blvd., #100, Tukwila, WA 98188 )c2 0)431-3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector'' r - NO Mir Date: , — 8 0 2._ I $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Projri D 'Cv Ty lA ect --�. I 1 • edv v v Ad re s: cit. D a t e Called; Special Instructions: Date Wanted. a.m. Requester: Phone No: ✓ 0 i- U —) 55 g INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. ✓' 11 • (206)431 -3670 El Corrections required prior to approval. COMMENTS: 4S Awl/. rOw,e e Pk f ✓iov- G-& 11+�LAJ S ✓t 1 inspector`" ° (� (} Date: — G H $47:00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Project: A \ Ne.<4e Type of Inspection: - Ce .c 1 Address: —S ) ) 10 Date Called: Special Instructions: Date Wanted: 1 — 9 0 • • Requester: Phone No: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISI 6300 Southcenter Blvd., #100, Tukwila, WA 98188 NO. 206)4 1-3670 12 - Approved per applicable codes. []Corrections required prior to approval. COMMENTS: (LA ,-.A4 rein tr \r)k Inspector Date: 1 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: . Itt " , ".'n. • 1; ••• •••.: Pr 'e t: � Typ o Inspection: ( &Uf)O4 , Q l A dress: Li 0 o . . I 40 Dat ailed: ) ( - /a Special Ins Date Wanted. a.r� Requeste : I q , ,q ^ Phone No. - C ' / s()( P ( 1 (� , 9 . g INSPECTION RECORD Retain a copy with permit INSPECT' • NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. PERM ❑ Corrections required prior to approval. COMMENTS: S..._GAO (--(A A_a ..per (L.-A../ • yr ( .. j e Insp G'iro '1, 04.A. Ic 7.10 REINSPECTION FE REQUIRED. P to inspection, fee must be a9 at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: I G, Date: Project: A 1 N ek'"A . f \ Type of Inspec ' n: Address: LAT) r, S l x-10 5-i- Date Called: ) ; - 31- o 3 SpeciarInstructions: Date Wanted: 1 )*"31 `C-5 a.m. p.m. Requester: Phone No: INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO: CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -36 ,Approved per applicable codes. Corrections required prior to approval. COMMENTS: l(*),r 1InJot t(nn Yr' — c;\ c111 ti Inspector: AtP Date: c $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Project: itmittg;t4Cr N Type of In pection: Address: Lf O S c )Lt c� -T Date Called: / i ; Special Instructions: Date Wanted: (a ? m : Requester: Pho a o: INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206, 4 1' -3670 M . - Approved per applicable codes. El Corrections required prior to approval. COMMENTS: r r ^(Y C,' i1 �G� �I rr Inspector Date: V $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Prgjgctn � Type Qf.lnspection: �� r . Add ess.fq V Date Calle . Speci l Instructions: Date Want p .m t i t 3 P.m. Requester �0 Phone o(1/ --'R5 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERM CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (2 Approved per applicable codes. Ai fr 6‘ Corrections required prior to approval. COMMENTS: /00- r t ro V� C-Q -P 1 10tA) 0 -P�l vh l N L ('C,, ✓ (',\ le n Y`e - c Inspector: () j Date: lc). $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Structural Calculations For Foster Birch Crest Nextel Antenna Installation 4020 — 4030 South 140 Street Tukwila, WA 98168 CG Project Number: 03010.412 Nextel Site: WA- 0647 -03 September 25, 2003 Submitted to: KDC Architects 4630 200 Street S.W., Suite K Lynnwood, WA 98036 FILE COPY CITY OF TIJK*tA APPROVED OCT 2 2 2083 A,Sr MAD EXPIRES: 7/6/2004 ENGINEERING 250 4 Avenue South, Suite 200 Edmonds, WA 98020 Phone (425) 778 -8500 Fax (425) 778 -5536 RECEIVED CITY OF TUKWILA S E P 3 0 2003 PERMIT CENTER PROJECT DESCRIPTION This project involves a Nextel cellular installation of four tripod mounts housing cellular antennas at the roof level of the existing building located at 4020 - 4030 South 140th Street in Tulcwila, Washington. The cabinets for these antennas will be located on the first floor of the building. SCOPE OF WORK Analyze the existing framing systems to determine which structural elements have the capacity to support the proposed antennas and equipment. Design the upgrades required to locate the proposed antennas and equipment at this site. Gravity and lateral loads will be in conformance with the 1997 Uniform Building Code (UBC). Stamped structural calculations and construction drawings will be provided to obtain a building permit. DESIGN CRITERIA GRAVITY LOADS: Tripod, Antenna, Pipe Mount and Sleepers: 500 LBS EA. Cellular Equipment: 3527 LBS total LATERAL LOADS: Seismic Load: SUMMARY Wind Load: Zone 3 Soil Sd 80 -mph basic wind speed Exposure B H <25' V = 0.34W (ASD) for connections P = 19 PSF at rad. center of antenna The framing with upgrades as analyzed in the following calculations is adequate to support the proposed antenna and equipment configuration as shown on the architectural drawings. Refer to our construction drawings for the antenna locations, construction details, and connection requirements. This design conforms to the 1997 Uniform Building Code (UBC). ENGINEERING 250 4th Ave. South Suite 200 Edmonds, WA 98020 Calculation Summary Foster Birchcrest By CAB Chkd CCC Scale N.T.S. Job No. 03010.412 Date 24 -Sep Dote Sheet No. 4IU71N4/17 moor 065/6N) 1 M/ l rtiuril R& cH T ff, E RaF C-LEu/ngJ /5 6 Pi 4-3 O ✓/NG, US6 VA1_motor WIIL((.i FLCCT Tkipao piaocr /vm 7/013 a c--Feg- Vcib2A-t, Lb T - Ci ((Je:( C- oi20')) ( P° Iq pSF D I (,1 f XL 1 LIGHT U i(ET op C6-LLULA1Z. AN7 AJ4/4S kid! LOA ( t,ii (,oV62N LAT 1-09 cI MN OF /?wNT T Y /41SP - 677bA) w= 3 -lgNF= 57 PI/ 5Y,5 p�FC� , W K62E CC = p , 2 ( G i C 1, y (I 4 0 ONIL 570044 I,IS /6 I Cafro vv/ 4l7tN w = RD (SS +- 3o L& a- GS LES + PS 4- /73- s + Cs - nti poo rn (4-0A9/0/1_ (DI P(; S ,4N ti Nub 51/11/149 c�4/t S WT = 8 Lt.L S'l; LES COMP ai (- : -1 s LIDS 7 J sIc ') �)= 9 o, S Pt,f (itss v4'1 /3u 1 ova -n. 6' sc F62- / • ENGINEERING 250 4th Ave. South Suite 200 Edmonds, WA 98020 Description /ONO- A- IVIA, J 9.(,-,c1(30 Project /pS -R /ic ca. By cA8 Checked( C Scale NT; Job No. �;JIO, -IIZ Date 9 // 7/07 Date Sheet No. 77 51. C-nS Ili a y 7� C� 2 x 1-or x22alA G • I LOA-5 — g 1 6 „ C � • ENGINEERING 250 4th Ave. South Suite 200 Edmonds, WA 98020 ZS P F .Naw LUly to /SF 9G La/49 (2x o611r1N6.) Turn-L LoA 1,P ‘1,1) (PL FT aP D6 -6100 Description /)4IA Project FD 7,Z e// AL 1 Roo rMs @ 8 v,C,) i\\\-zomp l mg lb 50 K P Lo Cain maim- ,1 s6f) Q N mils VAAft = 0,16 7 K ./ T /3, sis I L % -, Q / F -g_ s�f " 7i a/M/7r oN N 6 7` 3/ Zx k -UkTNG 4Q 32ua -ra Fve, ,9NT JvAun S71n G1 /S Vr-ij w(' W tt; Ldro %S 77 71,7 moo' Lo , SCz 7755 04/ 57J / L 6 f/ mg-'U w/ /V W 144-0 S = 5 �B' U5& a y /4/ 7 t 6 g coluittaGo raNODM LA-ti 4 p � / D Gv //' .& L 04D _ &2fl$f --- S = S8 NSF 1977)A Lo/�D = � S NSF f 6' X j s , a x D& 7/6 ioew, B y C Checked ( (C Scale N 75 Job No. DoIO, L i r !' Date 01 / Date Sheet No. 'lam 2i Timber Member Information Description Span 1 Span 2 Span 3 Span 4 Span 5 Span 6 Span ft 4.00 8.50 8.33 5.67 6.67 1.50 Timber Section Beam Width in 12.000 12.000 12.000 12.000 12.000 12.000 Beam Depth in 1.500 1.500 1.500 1.500 1.500 1.500 End Fixity Free - Fix Fix - Fix Fix - Fix Fix - Fix Fix - Fix Fix - Free Le: Unbraced Length ft 4.00 8.50 8.33 5.67 6.67 1.50 Member Type Sawn Sawn Sawn Sawn Sawn Sawn [Loads Live Load Used This Span ? Yes Yes Yes Yes Yes Yes Dead Load #/ft 10.00 10.00 10.00 • 10.00 10.00 10.00 Live Load Point #1 Dead Load #/ft lbs 25.00 25.00 25.00 25.00 25.00 25.00 Live Load lbs -7.20 @ X Point #2 Dead Load ft lbs 0.333 Live Load lbs 90.50 @ X ft 3.833 Results ...... _........._ . .. Mmax @ Cntr in -k , 0.0 _ . 1.3 1.2 1.0 0.8 0.0 @ X = ft 0.00 4.25 4.16 3.48 3.33 0.00 Max @ Left End in -k 0.0 -2.5 -2.4 -1.5 -1.6 -0.5 Max @ Right End in -k -3.4 -2.5 -2.4 -2.0 -1.6 0.0 fb : Actual psi 746.7 561.9 539.7 452.3 346.0 105.0 Fb : Allowable psi 875.0 875.0 875.0 875.0 875.0 875.0 Bending OK Bending OK Bending OK Bending OK Bending OK Bending OK Shear @ Left k 0.00 0.15 0.15 0.11 0.12 0.05 Shear @ Right k 0.14 0.15 0.15 0.17 0.12 0.00 fv : Actual psi 11.3 12.1 ' 11.8 13.5 9.5 4.0 Fv : Allowable psi 95.0 95.0 95.0 95.0 95.0 95.0 Shear OK Shear OK Shear OK Shear OK Shear OK Shear OK Reactions & Deflection DL @ Left k 0.00 0.04 0.04 0.03 0.03 0.01 LL @ Left k 0.00 0.11 0.10 0.09 0.08 0.04 Total @ Left k 0.00 0.15 0.15 0.11 0.12 0.05 DL @ Right k 0.04 0.04 0.04 0.03 0.03 0.00 LL @ Right k 0.10 0.11 0.10 0.14 0.08 0.00 Total @ Right k 0.14 0.15 0.15 0.17 0.12 0.00 Max. Deflection in -0.358 -0.152 -0.140 -0.050 -0.058 -0.007 @ X = ft 0.00 4,25 4.16 3.02 3.33 1.50 [ Values Rev: 560100 User: KW- 0605154, Ver 5.6.1, 25.0c1 -2002 (c)1983.2002 ENERCALC Engineering Software Multi -Span Timber Beam Page 1 e :\_wireless projects \03010 kdc architects \40 Description General Information r ROOF DECKING Douglas Fir - Larch, No.2 Spans Considered Continuous Over Support Location Moment Shear Deflection ft in -k k in 0.00 0.0 0.0 - 0.3584 0.00 -2.5 0.1 0.0000 0.00 -2.4 0.1 0.0000 Title : Dsgnr: Description : Scope : 0.00 -1.5 0.1 0.0000 0.00 -1.6 0.1 0.0000 Job # Date: 8:00AM, 23 SEP 03 Fb : Basic Allow 875.0 psi Elastic Modulus 1,600.0 ksi Fv : Basic Allow 95.0 psi Load Duration Factor 1.000 Calculations are designed to 1997 NDS and 1997 UBC Requirements 0.00 -0.5 0.1 0.0000 ��WV . ;± f,': ti. C. is.' Ir a,: ltilio2� .'`kE:ti�':w� }'zSvtri•,L'.:iliy: VII -122 WESTERN WOODS USE BOOK DESIGN -- PLANK AND LAMINATED FLOORS AND ROOFS PLANK AND LAMINATED SPANS - MAXIMUM LOADS ALLOWABLE UNIFORMLY DISTRIBUTED TOTAL ROOF LOAD LIMITED BY BENDING LIMITED BY DEFLECTION SIZE Fh = 1000 PSI E = 1,000,000 PSI (NOMINAL LOAD, PSF LOAD, PSF DEPTH) ANY I.AYUP SIMPLE TWO COMBINATION CONTROLLED SPAN SPAN SIMPLE AND RANDOM DEFLECTION TWO SPAN )TYPES I, II, III, IV) RATIO TYPE I TYPE II TYPE III TYPE IV 3' -0 SPAN 2 1/180 370 892 530 482 333 1/240 278 869 398 362 4.5 PSF 1/360 185 446 265 241 3 1/180 1,715 4,130 2,456 2,590 926 1/240 1,286 3,098 1,842 1,942 7.6 PSF 1/360 857 2,065 1,228 1,295 4 1/180 4,705 11,334 6,739 7,107 1,815 1/240 3,529 8,500 5,054 5,330 10.6 PSF 1/360 2.353 5,667 3,370 3,553 4' -0 SPAN 2 1/180 156 376 224 203 188 1/240 117 282 168 153 4.5 PSF 1/360 78 188 112 102 3 1/180 723 1,743 1,036 1,093 521 1/240 543 1,307 777 819 7.6 PSF 1/360 362 871 518 546 4 1/180 1,985 4,781 2,843 2,998 1,021 1/240 1,489 3,586 2,132 2,249 10.6 PSF 1/360 992 2,391 1,422 1,499 5' -0 SPAN 2 1/180 80 193 115 104 120 1/240 60 145 86 78 4.5 PSF 1/360 40 96 57 52 3 1 /180 370 892 530 559 333 1/240 278 669 398 420 7.6 PSF 1/360 185 446 265 280 4 1/180 1,016 2,448 1,456 1,535 653 1/240 762 1,836 1,092 1,151 10.6 1/360 508 1.224 728 768 6' -0 SPAN 2 1/180 46 112 66 60 83 1/240 35 84 50 46 4.5 PSF 1/360 23 56 33 30 3 1/180 214 516. 307 324 231 1/240 161 387 230 243 7.6 PSF 1/360 107 258 153 162 4 1/180 588 1,417 842 888 454 1/240 441 1,063 632 666 10.6 PSF 1/360 294 708 421 444 8 1/180 2,282 5,498 3.269 3,447 1,120 1/240 1,712 4,123 2,452 2,585 16.6 PSF 1/360 1,141 2,749 1,634 1,724 7' -0 SPAN 2 1/180 29 70 42 38 61 1/240 22 53 31 28 4.5 PSF 1/360 15 35 21 19 3 1/180 135 325 193 204 170 1/240 101 244 146 153 7.8 PSF 1/360 67 163 97 102 4 1/180 370 892 530 559 333 1/240 278 669 398 420 10.6 PSF 1/360 185 446 265 280 6 1/180 1,437 3,462 2,059 2,171 823 1/240 1,078 2,597 1.544 1,628 16.6PSF 1/360 719 1.731 1,029 1,085 8' -0 SPAN 2 4.5 PSF 3 7.6 PSF 1/180 20 47 28 25 47 1/240 15 35 21 19 1/360 10 24 14 13 1/180 90 218 130 137 130 1/240 68 163 97 102 1/380 45 109 65 68 Zi:a. A.61.; ati�i,Y ',tiislh3' ,• -1171? AN A /S /s 6-#S77N 6617n Pio/t66 -0 cn,°' ; /1550V141 -4/ �--�. W 33 PSF ,6, m 7' I� ib M 6,5frx- V = 1 L/ A te-- --_ t IN\At L ., ` r /,15 low 117,0 ' i - / I, 2 k ( 1 41,oLsi 1 Y.5 = 3, 1` s IU14J S/S az 2.x1L/ bF 47 _ Tv 1 s T' x/ Li lf .21s 24F l.lS• 0, lay? ' 71, l/ _ �- 3 k ' 643) w 85. 33, /3 ' z = 2. IL (794) N 6. Exfs77, /cam I,~J = ZIS,8 P6 • U) y / , 7 ,9 j, f (L - 3 . i qi 7ro f (88t) field $6-A-01 1Z </s 712 7D &X /S A' i Fd/Z 6 tic 7,q• 12oo• 6, 6a� , 8/00 &w 2.1c T= i 6D"I BSI - c 2S • ENGINEERING 250 4th Ave. South Suite 200 Edmonds, WA 98020 Description N,A-,vI V(5/ I 'A icI Project By Checked Scale Job No. Date Date Sheet No. Tripods for Microwave et Wireless Antennas These Tripods support microwave antennas or support multiple wireless panel antennas on a sector, using a wireless frame or adapter. Tripods are designed for an anchored installation, unless combined with the 91089 Ballast Adapter, to enable a non - penetrating installation. All Tripods have 5' antenna mounting area, except 91013, which has 3' 6" mounting area. Stepbolts are provided up to base of antenna mounting area. For sectored applications, the Tripod can support a Tri- Sector Adapter Mount, (page 24), that enables the attachment of a single panel antenna on three sec- tors. The Tripod can also support a wireless frame that mounts to 4 -1/2" O.D. pipes. Valmont Wireless Frames, available in several face widths, mount to the Tripod mast and support up to four antennas per sector. 6' 8' 10' 15' 20' 4 6 4 6 4 4 4 550 1,240 550 1,240 560 560 560 *Above reactions are based on design loading, per EIA -RS- 222 -F, at 100 mph and no radial ice. Anchor Bolt Kit for Roof Mounted Tripods The Anchor Bolt Kits pro- vide a set of three 7/8" di- ameter x 1' 6" long threaded rod anchors, with a 3" square back -up plate and the necessary hardware. Maximum roof thickness is 8" . Galvanized Stainless ® MN gMICROFLECT 52 Salem Fax Line • 1- 888 - 698 -9555 94001 B2322 125.00 80.00 625 1,400 750 1,679 1,280 2,065 3,110 Adhesive Anchor Bolt Kit for Roof Mounted Tripods The Adhesive Anchor Bolt Kit provides a set of three 7/8" diameter x 1' 2 -1/4" long threaded rod anchors, with the adhesive capsules and the necessary hard- ware. -_Description;: -,; , Adhesive Anchor Bolt Kit Plymouth Fax Line '1-574-936-8925 250 566 250 566 660 730 880 91038 rice, L, 145.00 0.09 0.16 0.17 0.27 0.27 0.70 0.67 Anchor Bolt Layout for "S" Tripods 2' 4" 4'1/2" ±1/8" 2' 4" 1" Dia. Hole (3 places) for 7/8" dia. Anchor Bolt www.valmont.com 91013 335.00 91014 345.00 92510 92511 92512 440.00 530.00 880.00 4'1/2" ±1/8" 4' 1/2" ±1/8" 4' 1/2" ±118" T R A V it tc Ic s p 1 L 1 C r J P � 641111 orb.) 16 ' 2O bF'd (,4 t (T7& Mk , Zak' o, S3 k ( 5 f'2 ? 7 N 5 P 6- fioN , t�TS G . 7 su P?oR_T vlPfr %U T wT, oUbz. DDL.6 . ltJ& 64/(c..- b &Su,N N &►-•J ,g &A,MS 7D 2E-ou of J e ic7E , f bo (z) (n1r 6oLA -i7 g me LU iA ,b / U 5 5,33 I N 0 Zxlo (sr5 SID &a.0 w/ Cz� / ntr rtH gas A c / OS6- rx( Ds Description h 0 Z)</os C ' /6''oC. to 1 nl to- 5 (io ke -s to ob-,979) I/,., = o, 5 1N w, /5ISF -1 7 6 /- j = 2-0 PCF c,J = JS?7 PsF. • - Zoo PUF WINIA; = a 0 (2;. 7b. 0.1e4 V,, = o• ( r,) )7•U 51 r, 7o7/1/r" ►14Am . /g k' 1) = 9, 1 K Veal = 7,2k' = /3 k (6 Ufa.uw, ° 3, k ( G/7 By Checked (- Date Date 250 4th Ave. South Suite 200 Edmonds, WA 98020 Project r / / /Zal Scale N73 Job No. 7!;1 101 l Z Sheet No. i-- .. "ti`: . A�Slat �M�Nta..ey,� Structural Calculations For Foster Birch Crest Nextel Antenna Installation 4020 — 4030 South 140 Street Tukwila, WA 98168 CG Project Number: 03010.412 Nextel Site: WA- 0647 -03 Submitted to: KDC Architects 4630 200 Street S.W., Suite K Lynnwood, WA 98036 0 ENGINEERING 250 4`" Avenue South, Suite 200 Edmonds, WA 98020 Phone (425) 778 -8500 Fax (425) 778 -5536 September 25, 2003 GTE Of TA PfPROYED OCT 2 2 2603 As Nuit.D RECEIVED CITY OF TIUKWILA SEP 3 0 2003 PERMIT CENTER D0D5-3o4 PROJECT DESCRIPTION This project involves a Nextel cellular installation of four tripod mounts housing cellular antennas at the roof level of the existing building located at 4020 - 4030 South 140th Street in Tukwila, Washington. The cabinets for these antennas will be located on the first floor of the building. SCOPE OF WORK Analyze the existing framing systems to determine which structural elements have the capacity to support the proposed antennas and equipment. Design the upgrades required to locate the proposed antennas and equipment at this site. Gravity and lateral loads will be in conformance with the 1997 Uniform Building Code (UBC). Stamped structural calculations and construction drawings will be provided to obtain a building permit. DESIGN CRITERIA GRAVITY LOADS: Tripod, Antenna, Pipe Mount and Sleepers: 500 LBS EA. SUMMARY Cellular Equipment: 3527 LBS total LATERAL LOADS: Seismic Load: Wind Load: Zone 3 Soil Sd 80 -mph basic wind speed Exposure B H <25t V = 0.34W (ASD) for connections P = 19 PSF at rad. center of antenna The framing with upgrades as analyzed in the following calculations is adequate to support the proposed antenna and equipment configuration as shown on the architectural drawings. Refer to our construction drawings for the antenna locations, construction details, and connection requirements. This design conforms to the 1997 Uniform Building Code (UBC). 0 ENGINEERING 250 4th Ave. South Suite 200 Edmonds, WA 98020 Calculation Summary Foster Birchcrest By CAB Chkd CCC Scale N.T.S. Job No. 03010.412 Dale 24 -Sep Dale Sheer No. �lll�NN� moor o ES /G J ( I R i cH T ‘) E (Loof aeukr16q /5 6 PCn 4 0R-14 USE VAL,1oNT kotcx4 Ft6 i 7111 P/ va- / U 0 , w0/3 it) -t. cur- Si - er - ) LoAf w O F M2)Nl ✓o (ue..( P P= Iq pSF 11Z- 1 PIZ Fat 34 4 fl6 GLSS S //ZcU DU6- 1,t6 HT 1Ji&1-1T op C 6-LLUt.442 ku1 6A/4/4S )1N 1p L . o ADINL7 1,J1 Li &,oV61LN LA .0b/6 A w= 3 ° LR (SF = 57P/1 w= , 5/V -( �, 2- C; ), 9 ( ; . 3r l S - /6,fP3F (/r ow) L S COMP- (( LgS ti S tuN W r = ! y-0 BS 4- 3o LGS +- LS LA + uS L S .1- 17$ 4.S 4- `il2*bt' n g - PlP[;S APIMUAS 5//ilrvp PLC& S AZAPP buy =Sb0 b @s w= 9O,SPt,F (,SSv4'u 6-v-1 LJ D&Tfi13ul710 amp_ / 12 • ENGINEERING 250 4th Ave. South Suite 200 Edmonds, WA 98020 Description iWr? AJ1U /- W OV Ai P &C / h N Project ,c,7-61g / iiti CiF<.T By CheckedC Scale N77 Job No. d x 1 I I Z Date / 7 / 0 Date Sheet No. DttK 44/41A VS 77 1 Pnp 5 CAS 17S • , $ . 6 „ — ZSPSF ,Noi✓ LO, D&/9P ty ( oetk /6 400F06, &i's @ S o,C) 3 S f F Ttlfrk Low ■1,P 11 = 35 ¥u (9a- FT op D - /(7g() v ' 1\ 1b lug (I s& K �7 7D 4rrtmc y 2 x 4 De 7,V G, P I,ocA1 o 'L3ev6 . fis i ON MILS PIA,* = r -74(7 psi vl = o, l6 7 s /s I G gs7s/ rig_ ,a/-0' a'2 ir7T co CA/65-r 3/ ,P&&0 /h'C2vk F. /L 4w vim/4 LGz03 V r w( ('J( waoo 5 SCE F 7b7 1� IL-00F LoAJ) ; SC-G TiT tom/ I/ Akt6iti wl / ved 604.0 s = 5'B " v.S6- 6'v yoniv / v 7 FD R CON'r2oLLC -,D �rtr�r� boAD = S fSF C � • ENGINEERING 250 4th Ave. South Suite 200 Edmonds, WA 98020 Project ,24UOoM 1 r14P , /W C to AD _ &96f c�v Z DC-Ziint 6 ewer -7 Description nj ` '9 /1I /h / „' /; C2Cc By GA Checked r(C Scale ,y •-S Job No. 0;o10 Date Date Sheet No. 4 3 Description Span 1 Span 2 Span 3 Span 4 Span 5 Span 6 Span ft 4.00 8.50 8.33 5.67 6.67 1.50 Timber Section Beam Width in 12.000 12.000 12.000 12.000 12.000 12.000 Beam Depth in 1.500 1.500 1.500 1.500 1.500 1.500 End Fixity Free - Fix Fix - Fix Fix - Fix Fix - Fix Fix - Fix Fix - Free Le: Unbraced Length ft 4.00 8.50 8.33 5.67 6.67 1.50 Member Type Sawn Sawn Sawn Sawn Sawn Sawn [Loads Live Load Used This Span ? Yes Yes Yes Yes Yes Yes Dead Load #/ft 10.00 10.00 10.00 10.00 10.00 10.00 Live Load Point #1 Dead Load #/ft lbs 25.00 25.00 25.00 25.00 25.00 25.00 Live Load lbs -7.20 @ X Point #2 Dead Load ft lbs 0.333 Live Load lbs 90.50 @ X ft 3.833 Results Mmax @ Cntr in -k 0.0 1.3 1.2 1.0 0.8 0.0 @ X = ft 0.00 4.25 4.16 3.48 3.33 0.00 Max @ Left End in -k 0.0 -2.5 -2.4 -1.5 -1.6 -0.5 Max @ Right End in -k -3.4 -2.5 -2.4 -2.0 -1.6 0.0 fb : Actual psi 746.7 561.9 539.7 452.3 346.0 105.0 Fb : Allowable psi 875.0 875.0 875.0 875.0 875.0 875.0 Bending OK Bending OK Bending OK Bending OK Bending OK Bending OK Shear @ Left k 0.00 0.15 0.15 0.11 0.12 0.05 Shear @ Right k 0.14 0.15 0.15 0.17 0.12 0.00 fv : Actual psi 11.3 12.1 ' 11.8 13.5 9.5 4.0 Fv : Allowable psi 95.0 95.0 95.0 95.0 95.0 95.0 Shear OK Shear OK Shear OK Shear OK Shear OK Shear OK Reactions & Deflection DL @ Left k 0.00 0.04 0.04 0.03 0.03 0.01 LL @ Left k 0.00 0.11 0.10 0.09 0.08 0.04 Total @ Left k 0.00 0.15 0.15 0.11 0.12 0.05 DL @ Right k 0.04 0.04 0.04 0.03 0.03 0.00 LL @ Right k 0.10 0.11 0.10 0.14 0.08 0.00 Total @ Right k 0.14 0.15 0.15 0.17 0.12 0.00 Max. Deflection in -0.358 -0.152 -0.140 -0.050 -0.058 -0.007 @ X = ft 0.00 4.25 4.16 3.02 3.33 1.50 Query Values Description Location Moment Shear Deflection ROOF DECKING Douglas Fir - Larch, No.2 Spans Considered Continuous Over Support Timber Member Information ft in -k k in 0.00 0.0 0.0 - 0.3584 0.00 -2.5 0.1 0.0000 0.00 -2.4 0.1 0.0000 Title : Dsgnr: Description : Scope : Job # Date: 8:00AM, 23 SEP 03 Rev: 560100 User: KW- 0605154, Ver 5.6.1, 25.Oct -2002 (c)1983.2002 ENERCALC Engineering Software Multi -Span Timber Beam Page 1 e:\ wireless projects \03010 kdc architects140 [General Information r Fb : Basic Allow 875.0 psi Elastic Modulus 1,600.0 ksi Fv : Basic Allow 95.0 psi Load Duration Factor 1.000 Calculations are designed to 1997 NDS and 1997 UBC Requirements 0.00 -1.5 0.1 0.0000 0.00 -1.6 0.1 0.0000 0.00 -0.5 0.1 0.0000 yv.n•L1� Xi4`!4 VII -122 WESTERN WOODS USE BOOK DESIGN - PLANK AND LAMINATED FLOORS AND ROOFS PLANK AND LAMINATED SPANS - MAXIMUM LOADS ALLOWABLE UNIFORMLY DISTRIBUTED TOTAL ROOF LOAD UMITED BY BENDING LIMITED BY DEFLECTION SIZE Fb s 1000 PSI E 1,000,000 PSI (NOMINAL LOAD, PSF LOAD, PSF DEPTH) ANY IAYUP SIMPLE TWO COMBINATION CONTROLLED SPAN SPAN SIMPLE AND RANDOM DEFLECTION TWO SPAN (TYPES I, II, III, IV) RATIO TYPE I TYPE II TYPE III TYPE IV 2 4.5 PSF 3 7.8 PSF 4 10.6 PSF 2 4.5 PSF 3 7,6 PSF 4 10.6 PSF 2 4.5 PSF 3 7.6 PSF 4 10.6 2 4.5 PSF 3 7.6 PSF 4 10.6 PSF 8 16.6 PSF 2 4.5 PSF 3 7.6 PSF 4 10.6 PSF 6 16.6 PSF 2 4,5 PSF 3 7.6 PSF 1/180 370 892 530 482 333 1/240 278 669 398 362 1/360 185 446 265 241 1/180 1, 715 4,130 2.456 2,590 926 1/240 1,286 3,098 1,842 1,942 1/360 857 2.065 1,228 1,296 1/180 4,705 11,334 6,739 7,107 1,815 1/240 3,529 8,500 5,064 5,330 1/360 2.353 5,667 3.370 3,553 4' -0 SPAN 1 /180 156 376 224 203 188 1/240 117 282 168 153 1/360 78 188 112 102 1/180 723 1,743 1.036 1,093 521 1/240 543 1,307 777 819 1/360 362 871 518 546 1/180 1, 985 4,781 2,843 2,998 1,021 1/240 1,489 3,586 2.132 2,249 1/360 992 2,391 1,422 1,499 5' -0 SPAN 1/180 80 193 115 104 120 1/240 60 145 86 78 1/360 40 96 57 52 1/180 370 892 530 559 333 1/240 278 669 398 420 1/360 185 446 285 280 1/180 1,016 2,448 1,456 1,535 653 1/240 762 1.836 1,092 1,151 1/360 508 1,224 728 768 6' -0 SPAN 1/180 46 112 66 60 83 1/240 35 84 50 46 1/360 23 56 33 30 1/180 214 518. 307 324 231 1/240 161 387 230 243 1/360 107 258 153 162 1/180 588 1,417 842 888 454 1/240 441 1,063 632 666 1/360 294 708 421 444 1/180 2.282 5,498 3,269 3,447 1,120 1/240 1,712 4,123 2.452 2,585 1/360 1,141 2,749 1,634 1,724 7' -0 SPAN 1/180 29 70 42 38 61 1/240 22 53 31 28 1/360 15 35 21 19 1/180 135 325 193 204 170 1/240 101 244 145 153 1 /360 67 163 97 102 1/180 370 892 530 559 333 1/240 278 669 398 420 1/360 185 446 265 280 1/180 1,437 3,462 2.059 2,171 823 1/240 1,078 2,597 1,544 1,628 1/360 719 1,731 1.029 1,085 8' -0 SPAN 47 130 1/180 1/240 1/360 1/180 1/240 1/380 3' -0 SPAN 20 15 10 90 68 45 47 35 24 218 163 109 28 21 14 130 97 65 25 19 13 137 102 68 p &M') AN- '-!S /S Xrs77N6 &bon 1940166 -o ,'L pasts V N 2 I'f •,«r3(I1 w W = 33PSF • ‘,/O 7 / - . a f4F = 6. V = /, 7k ,5s1/091416 t2f r' w 1.lS•D,9. /DW' 73,( -/lay 3 ('m2) U,CI.ticJ = ilS• 85.33, /3 3 = 2,1 k (7 94) G. ExisnN[� r � � �i 1� UJ q/, 79a (J' 3 - = 91746 411i — 7, 9k ' 14 OZ -2) ( ) prew ,bgri -oi 77) S/S 7Z-z fi E--X/STM/ ( / 6E 0 !� -7,1•lz�o• G, _ - ��s - 8/0 p 5, T. L • gO1 PS1 • L,6 2S ww NS low 117,0 • rZ = AZ V ( 1 . ) rnoi = /,1s- g5 , 3, 5 o v , 5/s 7z-7 2 x /L/ IIF 4 7 'm &Xisr CF C � • ENGINEERING 250 4th Ave. South Suite 200 Edmonds, WA 98020 Description /j k/17V) DC/ lG Ai / . . t t1 Project B y CA-4 Checked C� Scale Job No. 0301(0 1 Date Date Sheet No. _ z = Z cc a1 U. 0 0 O w = w o 2 u. -J = �.w z � 1- 0 z w 2 • o O — O H w W LI Z o w 0 z r 6' 8' 10' 15' 20' Galvanized Stainless 4 6 4 6 4 4 4 • Tripods for Microwave & Wireless Antennas These Tripods support microwave antennas or support multiple wireless panel antennas on a sector, using a wireless frame or adapter. Tripods are designed for an anchored installation, unless combined with the 91089 Ballast Adapter, to enable a non - penetrating installation. All Tripods have 5' antenna mounting area, except 91013, which has 3' 6" mounting area. Stepbolts are provided up to base of antenna mounting area. For sectored applications, the Tripod can support a Tri- Sector Adapter Mount, (page 24), that enables the attachment of a single panel antenna on three sec- tors. The Tripod can also support a wireless frame that mounts to 4 -1/2" O.D. pipes. Valmont Wireless Frames, available in several face widths, mount to the Tripod mast and support up to four antennas per sector. "Above reactions are based on design loading, per EIA -RS- 222 -F, at 100 mph and no radial ice. Anchor Bolt Kit for Roof Mounted Tripods The Anchor Bolt Kits pro- vide a set of three 7/8" di- ameter x 1' 6" long threaded rod anchors, with a 3" square back -up plate and the necessary hardware. Maximum roof thickness is 8" . valmonrt COMMUNICATIONS 94001 ® rsunu MICROFLECT 5 2 Salem Fax Line • 1- 888 - 698 -9555 550 1,240 550 1,240 560 560 560 80.00 B2322 125.00 625 1,400 750 1,679 1,280 2,065 3,110 sc riptio ri : Adhesive Anchor Bolt Kit Plymouth Fax Line . 1 -574- 936 -8925 250 566 250 566 660 730 880 Adhesive Anchor Bolt Kit for Roof Mounted Tripods The Adhesive Anchor Bolt Kit provides a set of three 7/8" diameter x 1' 2-1/4" long threaded rod anchors, with the adhesive capsules and the necessary hard- ware. 91038 nc 145.00 0.09 0.16 0.17 0.27 0.27 0.70 0.67 2' 4" 1" Dia. Hole (3 places) for 7/8" dia. Anchor Bolt www.valmont.com 91013 335.00 91014 345.00 92510 92511 92512 440.00 530.00 880.00 Anchor Bolt Layout for "S" Tripods 4'1/2" ±1/8" "c: 2' 4 " \��_ �#NiF ; .1. 4' 1/2" ±1/8" , ±'ss•� 4'1/2" ±1/8" ccrr art l`:�' i 4' 1/2" ±1/8" T! R A' YI in tc lc si p 1 2 T S r t Z W J0 00 to 0 J i N U W LL < Nd H Z ~ ZI- 2O 0 ON t-- W tu H ti O O = 0 ~ Z L ibi57 - 3 &Quip " 01 M/(0) toatol SDP_CF (yo nks D6/90) 14/1A4n.z ki Os 5 k t-t-tO DE 44 1 01,PAstne. nit 2.ck ( citizArAr-i) U/ii, i0t ,)= O. ggk 57 t wAt,tr7 N 5 P 61 17oN No G. 7 SU P60R-T e12V1 PA/16-/J T 14, ()Ube_ 11-16 1,411 DDL6 c ltt., be,S1("N 6 66,46 70 6-00 ._3PAik) cF J DiCTE AbO (7--) ItOr6 LATE. < L./ 5,33 v C( / 6 Potf 5, 13 (' 707pr 9ig Vvorc = I K V = 3,2X /k' (6S t) Umi4b1,, 7 3, (2 ) Os6 ( 12_ .DF2_ 6 lb 14) Z</os e /6"on - /CISF 2-0 NJ = /Q2 P.CF • If 2-vi, 7 0, &fr VAAF4 0 7 op/m(11 Cao utftv;17 2)e/() I AO &a-UAr17--- 1 (I) iNTEM/E IATZ P6 • ENGINEERING 250 4th Ave. South Suite 200 Edmonds, WA 98020 Description 0(;/G1\) Project rs wo By 6A...8 Checked ( Scale N73 Job No. 70101 Date 9 / 2 ti Date Sheet No. ACTIVITY NUMBER: D03 -304 DATE: 02 -20 -04 PROJECT NAME: NEXTEL COMMUNICATIONS SITE ADDRESS: 4020 S 140 STREET Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # X Revision # 1 after /fie permit is issued DEPARTMENT Building ivisio •"J Public Works ❑ APPROVALS OR CORRECTIONS: Documents /routing slip.doc 2 -28.02 PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP El DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 02 -24 -04 Complete Incomplete ❑ Comments: REVIEWER'S INITIALS: Fire Prevention Structural ❑ Permit Coordinator PERMIT COORD COPY Planning Division Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS R�TING: Please Route Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: DUE DATE: 03 -23 -04 Approved ® Approved with Conditions ❑ Not Approved (attach comments) ❑ Notation: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: it,A�b.� . ue. �r?«. 4,} fil::ytt:.��;wAsbG�G;i , i4d+ wwedTr 'tW++Y�.3:+i:AWVNiA�nl+Mia'J� °%�:I..��r.LVt ACTIVITY NUMBER: D03 -304 DATE: 09 -30 -03 PROJECT NAME: NEXTEL COMMUNICATIONS SITE ADDRESS: 4020 / 4030 S 140 ST X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # after /before permit is issued DEPAR S:0 IU ZZ� Buil ing"Division Publi5og � ` , / Q / DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 10 -02 -03 Complete APPROVALS OR CORRECTIONS: Documents /routing slip.doc 2-28-02 PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP 512. ► lam. 0-64) Fire Prevention Structural ❑ Incomplete Plng Dyision ID-W6 dntsf Permit Coordinator Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS RO)JTING: Please Route ,- L , J( Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: REVIEWER'S INITIALS: PERMIT COORD COPY DUE DATE: 10 -30 -03 ;It Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) ❑ Notation: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: W �1aMS�rAN�[N Revision ' No. Date ` Received i Staff I Initials 1 1 Date Issued Summary of Revision: i � Staff Initials l 2 Zd -a f zks i . —. Y s-t-S Summary of Revision: `.. .. , 24 Q-, 7 /A 7 •4. -Z-- • �._. ' i' i .Lei . ..0 Received By: ,.\,s,.N_e„., � ot, Revision No. Date Staff Received I Initials Date .. Issued Staff Initials 1 Summary of Revision: Summary of Revision: Received By: Revision No. ' Date Received Staff Initials ( Date Issued Staff Initials I Summary of Revision: Received By: Revision No. Date Received Staff Initials Date Issued Staff Initials a Summary of Revision: Received By: PROJECT NAME: krez 6irrirrec�t�c oxs PERMIT -)D3-.30 4! '` Site Address: 020 s / S ' ter`. - -- Ori ;ssue Date: / - 28-03 REVISION LOG (please print) (please print) (please print) p l WS ease prin Revision No. Date Received Staff Initials Received By: Date Issued Staff Initials Summary of Revision: (please print) NrH�nRr. .wm+ +•�fv.M.. s. n..n. e+rutvrA.s +•n ____ »mvvvr.vI e'reoiry .V7'tMSTASAWEVPNOMMP$W44\ Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 7 I City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 ID Response to Incomplete Letter # Response to Correction Letter # El Revision # after Permit is Issued Revision requested by a City Building Inspector or Plans Examiner Project Name: &' /,L Project Address: Clv ,vs t Yo fti S4_ Contact Person: ,\e,.." - (L( (_ ' i Phone Number: 2,p6 - 757C U2 8 Summary of Revision: - }-v�c,�w� v v i0e.c tit) tr L v-c ) r e-cd. Sheet Number(s): '~ "Cloud" or highlight all areas of rev includ date of revision Received at the City of Tukwila Permit Center by: in Permits Plus on ,2-;24 Y Plan Check/Permit Number: CttyaOC�� E0 E•': r� - ILA L E� 1 p rn 08/06/03 • il'.±RStitu,: W'tid '441 tMaTt+ Ra• ��i�f K: wi: ix. iM 'Ji.+/i/�rA1+� »atk�lAiAW::L'WNi tia.i✓i✓aM4 f:u4 =1iU: -I ,f Vs 2 F625-052-000 a(97) DEPARTMENT OF LABOR AND INDUSTRIES REGISTERED AS PROVIDED BY LAW AS cwsT CONT GENERAL CCO1 T.NILANI983I5 0$9:5/2"5 ',EFFECTIVE DATE - - '05Y25/2002 r • . • .. • LNI-LAN:NETWRK INFRSTRCTRS INC 98 UNION ST #314 SEATTLE WA 98101 Detach And Display Certificate 1 ."' - 0 09/24/2003 ISSUED FOR PERMIT SUBMITTAL JEG / 02/20/2003 ISSUED FOR CONSTRUCTION JEG _ . . STRUCTURAL NOTES (THESE NOTES ARE TYPICAL UNLESS NOTED OR DETAILED OTHERWISE ON DRAWINGS) CXXIL ALL MATERIALS, WORKMANSHIP, DESIGN, AND CONSTRUCTION SHALL CONFORM TO THE DRAWINGS AND THE UNIFORM BUILDING CODE (UBC), 1997 EDITION, AS AMENDED BY THE CITY OF TUKWILA. STANDARDS WHERE REFERENCED ON THE DRAWINGS SHALL BE THE LATEST EDITION. DESIGN LDS WIND LOAD: 80 MPH EXPOSURE B P = Ce x Cq x qs x Iw = 19.0 PSF Ce = 0.72 (MAX HT. A.G.L. = 25') Cq = 1.4 (MINOR STRUCTURE) qs = 16.4 (80 MPH BASIC WIND) Iw = 1.15 (STD. OCCUPANCY BLDG.) SEISMIC LOAD: SOIL Se, ZONE 3 Fp = (ap Ca Ip) /Rp x (1+3(hx/hr)) Wp/1.4 = 0.18Wp (ASD) op = 1.0 (ELECTRICAL EQUIPMENT) Rp = 3.0 (ELECTRICAL EQUIPMENT) Ca = 0.36 (SOIL Se, ZONE 3) Ip = 1.0 (STD. OCCUPANCY) hx /hr = 0.33 (1ST FLOOR ELEVATION) THE MAXIMUM DIAMETER RADOME OVER THE TRIPODS SHALL BE 30 ". REFER TO DETAILS FOR MAXIMUM ELEVATION ABOVE ROOF. EQUIPMENT: (1) ISC CONTROL CABINET: (1) CSU CABINET: (1) PCP POWER PLANT CABINET: (3) STRINGS OF BATTERIES: (1) PRIMARY CABINET: (4) RADIO CABINETS: ROoF PLAN SCAM 1JVS' = 1'-r 248 LBS 50 LBS 512 LBS 2127 LBS 238 LBS 352 LBS --. altiffiga ALL CONCRETE SHALL BE MIXED, PROPORTIONED, CONVEYED, AND PLACED IN ACCORDANCE WTH SECTION 1905 OF THE UBC AND THE AMERICAN CONCRETE INSTITUTE'S SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS (ACI 301). ALL CONCRETE SHALL BE STONE— AGGREGATE CONCRETE HAVING A UNIT WEIGHT OF APPROXIMATELY 150 POUNDS PER CUBIC FOOT. CONCRETE STRENGTHS AT 28 DAYS (f'c) AND MIX CRITERIA SHALL BE AS FOLLOWS: TYPE OF CONSTRUCTION MAXIMUM WATER /CEMENT f'c RATIO MIN. CEMENT CONTENT PER CUBIC YARD MAXIMUM SHRINKAGE STRAIN FOOTINGS 2500 PSI 0.55 5 1/2 SACK N/A MAXIMUM SLUMP SHALL BE 5 INCHES. THE MINIMUM AMOUNT OF CEMENT LISTED ABOVE MAY BE CHANGED IF A CONCRETE PERFORMANCE MIX IS SUBMITTED TO THE ENGINEER AND THE BUILDING DEPARTMENT FOR APPROVAL TWO WEEKS PRIOR TO PLACING ANY CONCRETE. THE PERFORMANCE MIX SHALL INCLUDE THE AMOUNTS OF CEMENT, FINE AND COARSE AGGREGATE, WATER, AND ADMIXTURES AS WELL AS THE WATER — CEMENT RATIO, SLUMP, CONCRETE YIELD, AND SUBSTANTIATING STRENGTH DATA IN ACCORDANCE WITH UBC SECTION 1905. ALL CONCRETE EXPOSED TO WEATHER OR TO FREEZING TEMPERATURES SHALL BE AIR — ENTRAINED IN ACCORDANCE WITH UBC TABLE 19 —A -1 FOR MODERATE EXPOSURE CONDITION. REINFOR K STEEL REINFORCING STEEL SHALL BE DEFORMED BILLET STEEL CONFORMING TO ASTM A615, AND SHALL BE GRADE 60 (Fy = 60,000 PSI), UNLESS NOTED OTHERWISE. GRADE 60 REINFORCING BARS INDICATED ON DRAWINGS TO BE WELDED SHALL CONFORM TO ASTM A706. REINFORCING COMPLYING WITH ASTM A615 MAY BE WELDED IF MATERIAL PROPERTY REPORTS INDICATING CONFORMANCE WITH WELDING PROCEDURES SPECIFIED IN AWS D1.4 ARE SUBMITTED. STRUCTURAL STS, STRUCTURAL STEEL DESIGN, FABRICATION AND ERECTION SHALL BE IN ACCORDANCE WITH THE AISC "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS ", LATEST EDITION. PLATES, ANGLES, AND RODS SHALL CONFORM TO ASTM A36, Fy = 36 KSI. ANCHOR BOLTS SHALL CONFORM TO ASTM A307. STRUCTURAL TUBING SHALL CONFORM TO ASTM A500 GRADE B, Fy = 46 KSI. BOLTS CONNECTING STEEL MEMBERS SHALL CONFORM TO ASTM A325 —N. BOLTS SHALL BE 3/4 "0 MINIMUM, U.N.O. WELDING WELDING SHALL CONFORM TO AWS D1.1 2000 EDITION. ALL WELDING SHALL BE DONE WITH 70 KSI LOW HYDROGEN ELECTRODES. WHERE NOT CALLED OUT, MINIMUM FILLET WELD SIZE SHALL BE PER TABLE 5.8 IN AWS "STRUCTURAL WELDING CODE ", 2000 EDITION. ALL WELDING SHALL BE DONE BY WASHINGTON ASSOCIATION OF BUILDING OFFICIALS (WABO) CERTIFIED WELDERS. NAJUNG. BOLTING, AND METAL CONNECTORS ALL NAILS SHALL BE GALVANIZED. NAILING SCHEDULE SHALL BE PER 1997 UBC TABLE NO. 23 —I —B -1 UNLESS OTHERWISE NOTED ON PLANS. CONNECTORS CALLED OUT BY LETTERS AND NUMBERS SHALL BE "STRONG —TIE" BY SIMPSON COMPANY, CATALOG TO BE LATEST EDITION, OR ENGINEER APPROVED EQUAL. PROVIDE NUMBER AND SIZE OF FASTENERS AS SPECIFIED BY MANUFACTURER. CONNECTORS ARE TO BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. WHERE CONNECTOR STRAPS CONNECT TWO MEMBERS, PLACE ONE —HALF OF THE NAILS OR BOLTS IN EACH MEMBER. UNLESS NOTED OTHERWISE, ALL NAILS SHALL BE GALVANIZED, ALL SHIMS SHALL BE SEASONED AND DRIED AND THE SAME GRADE (MINIMUM) AS MEMBERS CONNECTED. ALL BOLTS IN WOOD MEMBERS SHALL CONFORM TO ASTM A307. PROVIDE WASHERS UNDER THE HEADS AND NUTS OF ALL BOLTS AND LAG SCREWS BEARING ON WOOD. ALL BOLTS, WASHERS, AND NUTS SHALL BE HOT— DIPPED GALVANIZED. EX. 4x6 COL_ 0 16' -0" 0.C_ TAP. AT EA. BEAM LINE.. O.N.O. EX _ 4x 14 DF BEAM. T7r1`'_. UK°. Ex_ 3x14 DF Bit. T`tr., U_K_O. 2x4 BEARING WALL 0 RIDGE. TYP . U_N -O. 5' 6 ._ 8 LAG SCREMIS VALMONT MICROFLECT TRIPOD, PRODUCT NO. 91013, TYP. (4)-LOCATIONS LOCATION OF EQUIP_ ROOM BELOW ON 1ST FLOOR. REFER TO PARTIAL PLAN DET. 3/5 LAG SCREWS SHALL BE INSERTED IN LEAD HOLES B BRED AS FOLLOWS (USE WHERE APPLICABLE): 1. THE CLEARANCE HOLE FOR THE SHANK SHALL HAVE THE SAME DIAMETER AS THE SHANK, AND THE SAME DEPTH OF PENETRA ION AS THE LENGTH OF THE UNTHREADED SHANK. 2. THE LEAD HOLE FOR THE THREADED PORTION S-1ALL HAVE A DIAMETER EQUAL TO 75 PERCENT OF THE SHANK DIAMETER AND LENGTH EQUAL TO AT LEAST THE LENGTH OF THE THREADED PORTION. MEM ALL LUMBER SHALL BE IN ACCORDANCE WITH WWPA GRADING RULES, KILN —DRIED TO MC 19 AND OF THE FOLLOWING MINIMUM STANIVRDS: SIZE CLASSIFICATION SLEEPERS PLATES POSTS BEAMS SQL FILE COPY SPECIES HEM —FIR HEM —FIR DOUG —FIR DOUG —FIR I understand that the Plan Check approvals are subject to errors and omissions and approval of plans does not authori e the v o!ation of any adopted code or , ''. c cc pt of con- tractors co': ppr y.a _ - • - • ged. By � Date Permit PLAN NOTES: 1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS & FRAMING SHOWN FOR COMPATIBILITY PRIOR TO WORK. NOTIFY ENGINEER OF ANY DISCREPANCIES. 2. REMOVE ROOFING TO ATTACH SLEEPERS TO ROOF STFUCTUPE_ CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLETELY SEALING AREAS WHERE EX. ROOF MATERIAL IS PENETRATED OP REMOVED PROVIDE FLASHING AS SPECIFIED BY ARCH. PROVIDE CRICKETS TO DIRECT ROOF RUN -OFT AROUND SLEEPER_ 3_ ATTACH EQUIPMENT TO SLEEPER WITH GALV. LAG BOLTS OF DIA` SPECIFIED BY MANIFAC TURER. 4. ALL STEEL SHALL BE HOT DIP GALV. U.N.O. � ', `rte. C x 9,i s � .r GRADE NO. 2 NO. 2 NO 1 NO. 1 Fb (PSI) 850 850 1000 1000 ;�tiY:•i• r: wr ilb t 1 _ Fc (PSI) 1300 1300 1500 1500 STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNC TION WITH ARCHITECTURAL, CIVIL, MECHANICAL, AND ELECTRICAL DRAWINGS FOR 3IDDING AND CONSTRUCTION. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLETELY SEALING AREAS WHERE EXISTING ROOF /FLOOR IS PENETRATED OR REMOVED. CONTRACTOR SHALL BE RESPONSIBLE FOR ERECTION STABILITY AND TEMPORARY BRACING AS NECESSARY UNTIL PERMANENT SUPPORT AND STIFFENING ARE INSTALLED. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS ('F CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF A SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED, SUBJECT TO REVIEW AND APPROVAL BY THE ENGINEER. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS FOR COMPATIBILITY BEFORE PROCEEDING. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT BEFORE PROCEEDING. CONTRACTOR— INITIATED CHANGES SHALL BE SUBMITrE D IN WRITING TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR APPRO 1 PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES SHOWN ON SHOP DRAWN( 5 ONLY WILL NOT SATISFY THIS REQUIREMENT. NEZ TEL 10545 WILLOWS ROAD NE, SUITE 100 REDMOND, WA. 98052 = PROJECT INFORMATION: FOSTER /BIRCH CREST WA0647 -3 4020 — 4030 S 140TH STREET TUKWILA, WA 98168 KING COUNTY — CURRENT ISSUE DATE: 09/25/2003 ISSUED FOR: PERMIT SUBMITTAL _ RFV r�)ATF�' nFSCRIPTInN•: `PLANS PREPARED BY: ENSURE: MINN NMI WIN W mem I I ■ ■II I 1 KDC HEFT TITLE: EET NUMBER: BY r RY - Architects -- Engineers, P.C. 4630 200TH STREET SW, SUITE K LYNNWOOD, TIA 96036 PHONE: (425) 670-8651 FAX: (425) 712 -0646 C ( 4M • ENGINEERING 230 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 90020 PHONE (425) 770 - 4500 FAX (425) 775 -5530 JEG CAB CCC i STRUCTURAL NOTES AND PLAN REVISION: , S •1 0 1 70,2.0 '',71',ASION NO b(33-3Ylf 0 09/24/2003 ISSUED FOR PERMIT SUBMITTAL JEG /1\ 02/20/2003 ISSUED FOR CONSTRUCTION JEG 1 TRIPOD, TYP. (2) LOCATIONS 16' -0" 20' -0" PAR11AL WET ROOF Sara SCALE: NTS SCALE: NIS PARTIAL EAST 1ST FLOOR a PARTAIL PLAN NOTES 1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS & FRAMING SHOWN FOR COMPATIBILITY PRIOR TO WORK. NOTIFY ENGINEER OF ANY DISCREPANCIES. 2. AT COLUMNS DESIGNATED STACKING (2) STUD COL. THE CONTRACTOR SHALL FND. IF COL. DOES NOT 2' -0 x 2' -0" PAD FTC. BY C1, THE CONTRACTOR SHALL VFY /PROVIDE TO FND. AT COLUMNS DESIGNATED BY C2, VRY /PROVIDE STACKING (3) STUD COL. TO BEAR IN FND., PROVIDE 4x6 POST TO _ ----`- NEW 2x14 DF#1 x 10' -6" LONG JOIST SISTERED TO EA. EXIST. 3x14 DF BEAMS UNDER NEW TRIPODS AT BEAM SPAN CENTERLINE. NAIL TOGETHER W/ (2) ROWS OF 10d NAILS AT 8" O.C. W/ 1 1/2" EDGE DISTANCE TOP & GOT. AT ENDS OF SISTERED BEAMS PROVIDE (2) ROWS OF (4) NAILS W/ 3" O.C. SPACING. NEW 4 x 6 x 8' -0" LONG HF SLEEPER, TYP. EA. SIDE OF EA. TRIPOD, (8)— REQUIRED. VFY /PROVIDE STUDS FLUSH W/ BEAM WIDTH 4x10 DF#1 HEADER ® DOOR. USE 3 1/2 x 9 1/4 2.0E PARALAU AS ALTERNATE NOTE: NEW HEADER STUDS BEAR ON BEAM IN CRAWL SPACE. CONTRACTOR SHALL ADD 4x6 DF#1 POST AT BEAM MIDSPAN FOR ADDITIONAL SUPPORT. ADD POST AND FIG. SIMILAR TO DET. 1/S-3. PROPOSE EQUIP (2) STUD FOR NEW PARTIAL EAST 2!D FLOOR PLAN SCALE: runS TRIPOD, TYP. (2) LOCATIONS NEW 4x6 HF#1 SLEEPER TO SPAN FROM INT. TO EXT. BEARING WALL • i i PARTIAL EAST ROOF PLAN G TO PL BELOW x 6" LAG EA_ END. Mti EA. SIDE EADER EW 2x14 DF#1 x 10' — 6" LONG JOIST SISTERED TO EA. EXIST. 3x14 DF BEAMS UNDER NEW TRIPODS AT BEAM SPAN CENTERLINE. NAIL TOGETHER W/ (2) ROWS OF 10d NAILS AT 8" O.C. W/ 1 1/2" EDGE DISTANCE TOP & BOT. AT ENDS OF SISTERED BEAMS PROVIDE (2) ROWS OF (4) NAILS W/ 3" O.C. SPACING. NEW4x 6x8' -0 "LONG HF SLEEPER, TYP. EA. SIDE OF EA. TRIPOD, (8)— REQUIRED. h NEI TEL 10545 WILLOWS ROAD NE, SUITE 100 REDMOND, WA. 98052 PROJECT INFORMATION: ISSUED FOR: FOSTER/BIRCH CREST WA0647 -3 4020 — 4030 S 140TH STREET TUKWILA, WA 98168 KING COUNTY CURRENT w. CURRENT ISSUE DATE: 09/25/2003 PERMIT SUBMITTAL PLANS PREPARED BY: Arthitects - Engineers, P.C. 4630 MOTH MEET SW, SAE K LY18OL� ■11 9�D`'�fi PHONE: (425) 67 -8651 FAX: (425) 712 -0046 J i PARTIAL PLANS • REVISION:--, S -2 0 • Q I 09/24/2003 SUED PERMIT SUFOR BMITTAL JEG 02/20/2003 ISSUED FOR CONSTRUCTION JEG I EX. 4x14 1 /4" CAP PL. SECTION SCALE: 3/4. 1. DETML 7 SCALE 1" = 1'41" (3) -7/8" LAG SCREWS EMBED. 9" MIN_ USE 3 /8 " x3x3PL- WASHER Q TOP OF TS. FIflAL SMILE: r - 1"-w NOTE: 1. AT SIMILAR SECTION, COLUMN OR BEARING WALL ABOVE FLOOR AT LOCATION OF NEW POST AND FIG. NEW BEAM REQD ONLY AS NOTED IN PLANS. 8 EX. 2x4 STUD WALL 2' -0" MIN. / r , i / / r i1 i 5 -4" TYP EX. 3x14 2 CZ -J V • ID::cIucI • N TYP • T T J. 72-7-1 VII VII 2' -0" • • EX. 4x14 aD L4 x 4 x 1/2" x 1' - LONG W/ (2) -3/8" STIFFENER PLATES. SIMPSON H1 EA. JOIST TO BEAM, TYP. NOTES: 1. FLASH PER ARCH. DWGS. (3) -5/8" A36 THREADED RODS. USE SQUARE 3/8" WASHER DAPPED INTO BEAM WASHER SHALL BE BEAM WIDTH -1/2 SC 4` END DST _ MGN (3) -2x4 DF #2. V-I F CELLULAR EQUIPMENT PER ARCHITECT. REFER TO DESIGN LOADS FOR MAX. WEIGHT. LAG SCREWS EMBED 4" MIN. INTO CONT. 4x6 HF #2 BLKG. BELOW. SCREW SIZE & SPACING PER MFR. USE (2)- 5/8 "0 MIN. EA. SIDE OF EQUIPMENT U.N.O. ATTACH BLKG. TO JOIST WITH SIMPSON LUS HANGER. EXIST. BLKG. I§ 48" O.C. • • -- I EXIST. 2x10 DF JOISTS © 16" O.C. BEAM PER PLAN, TYP. SIMPSON AC6 COLUMN CAP (FILL ALL HOLES WITH 16d SINKERS) COL. PER PLAN, TYP. SIMPSON ABU46 POST BASE W/ 5/80 HILT! KB—II EXPANSION BOLT EMBED 4" TYP. 2'- 0 "x2'- 0 "x0' -8" DEEP CONCRETE FOOTING W/ (2) — #4 BARS BOT. EA. WAY. PLACE FND. ON NATIVE SOIL. • NOTES: 1. ALL STEEL SHALL BE HOT DIP GALV. U.N.O. 2. REFER TO ARCH. DWGS. FOR FLASHING AT SLEEPERS. • SECTION SCALE: Ms MAX. 30"0 RF TRANSPARENT SHROUD BY OTHERS. CONNECTION TO TRIPOD BY MFR. ANTENNA PER ARCH. ATTACH TO TRIPOD W/ VALMONT MICROFLECT TRI—SECTOR ADAPTOR. ANTENNA CONNECTION PER MFR. VALMONT MICROFLECT TRIPOD PRODUCT NO. 91013 OR EQUAL. CONNECTION OF TRIPOD TO SLEEPER PER TRIPOD MFR. USE (2)-1/4"0 LAG SCREWS 18" O.C. TO ATTACH SLEEPERS TO DECKING, TYP. EMBED 1 1/2" MIN. INTO DECKING BELOW. SCREWS SHALL NOT PENTRATE ENTIRELY THRU DECKING. USE LEAD HOLES PER STRUCT. NOTES ON S -1. EXISTING 2x DECKING EXIST. 3x14 DF BEAM NEW 2x14 DF# 1 SISTERED TO EXIST. BEAM PER PLAN. EXIST. BEARING WALL T T �" ri r PROJECT INFORMATION: — CURRENT ISSUE DATE: 09/25/2003 EISSUEP FOR: PERMIT SUBMITTAL _ Fv • = new•: • NEJ TEL 10545 WILLOWS ROAD NE, SUITE 100 REDMOND, WA. 98052 FOSTER /BIRCH CREST WA0647 -3 4020 — 4030 S 140TH STREET TUKWILA, WA 98168 KING COUNTY =PLANS PREPARED BY: .... • Architects — Engineers, P.C. 4630 20011i MI 36 SUITE K LYNWOOD. PHONE (425) 67a - FAX: (425) 712-0646 JEG EET TITLE: C 41Mo • EINIGINEERING 250 4TH AVE. S. SUITE 200 EDMONDS, WASHINGTON 90020 PHONE (425) 770 -8500 FAX (425) 776 -5536 SECTIONS AND DETAILS NUMBER: S -3 REVISION:, 0 7020 CCC J --- PROPOSED 6 -0" SOLID WOOD FENCE ACTING AS A NOISE BARRIER p - 4" EQUIPMENT SE MACK 10 -0_ EtD'MQM[NT SETBACK — PROPOSED NEXTEL ANTENNAS WITHIN 3O "e RF IRANSPARENT SHROUD 10 -0 ANTENNA SETBACK BUILDING WAL (6ELt711►} ENLARGED SITE PLAN /PARTIAL ROOF PLAN PROPOSED ROOFTOP COAx ROUTE tS B U1LDING WALL (BELOW) 1 0• EQUIPMENT SETBACK PROPOSED NEXTEL ANTENNAS WITHIN 30 ". RF TRANSPARENT SHROUD PROPOSED 1 2' -0" WIDE OBL ACCESS GATE PROPOSED MITSUBISHI SLIMS A/C CONDENSING UNITS ON CONCRETE SLAB (FANS FACING BUILDING) PROPOSED NEXTEL CPS ANTENNAS 1C-0" ANTENNA • a 10' -0" ANTENNA SETBACK L aQALUV _I• _%' •II4 [E] 6 -•13" HIGH CHAIN,. +NV FENCE - PROPOSED ACCESS LADDER FROM 8' -0 " HIGH w/ 4' -O' A -9 LOCKING COVER PROPOSED NEXTEL ANTENNAS WITHIN 30 "o RE TRANSPARENT SHROUD ROPOSED ROOFTOP COAX ROUTE PROPOSED C CABLE TRAY PROPOSED NEXTEL FOUIPMENT ROOM PROPOSED NEXTEL INGRESS /EGRESS -SHEET TITLE: 45 WILLOWS ROAD NE, SUITE 100 MOND, WA. 98052 CT INFORMATION: TA E 'SHE GTON 117020 ; • ••••• • if —v ISSUED FOR: FOSTER /BIRCH CREST WA0647 - 3 4020 - 4030 S 140TH STREET TUKWILA, WA 98168 KING COUNTY ::::CURRENT ISSUE DATE: 09/29/2003 CONSTRUCTION � _ —RE�r .. —DAT =PLANS PREPARED BY: ..■ .■� II. • I -- • IIIII• MI , i L KDC ;.ONSULTAN T . • r.rIN c jF Tt /MARLA SEP 3 0 2003 PERMIT CENTER 6 '" `• . ►CENSURE: ^ ; • ' CRIPTION: Y. Architects – Engineers, P.C. 4630 200Th STREET SW. SUITE K LYNNIN000. WA 98036 PHONE (425) 670 -8651 FAX (425) 712 -0846 APV.: 05/28/2003 PSUED FOR R % -7D _ A 05/30/2002 ;,.SUED FOR . ONI>\" SUBM •TAL ..IMG A 08/05/2003 �sSUEU FOk T ONINC SUBMi TAL g.JG / \ \ 09/26/2003 D REVIEW •RD /2 :19/25/2003 CONS- RUCTION 6JG --- PROPOSED 6 -0" SOLID WOOD FENCE ACTING AS A NOISE BARRIER p - 4" EQUIPMENT SE MACK 10 -0_ EtD'MQM[NT SETBACK — PROPOSED NEXTEL ANTENNAS WITHIN 3O "e RF IRANSPARENT SHROUD 10 -0 ANTENNA SETBACK BUILDING WAL (6ELt711►} ENLARGED SITE PLAN /PARTIAL ROOF PLAN PROPOSED ROOFTOP COAx ROUTE tS B U1LDING WALL (BELOW) 1 0• EQUIPMENT SETBACK PROPOSED NEXTEL ANTENNAS WITHIN 30 ". RF TRANSPARENT SHROUD PROPOSED 1 2' -0" WIDE OBL ACCESS GATE PROPOSED MITSUBISHI SLIMS A/C CONDENSING UNITS ON CONCRETE SLAB (FANS FACING BUILDING) PROPOSED NEXTEL CPS ANTENNAS 1C-0" ANTENNA • a 10' -0" ANTENNA SETBACK L aQALUV _I• _%' •II4 [E] 6 -•13" HIGH CHAIN,. +NV FENCE - PROPOSED ACCESS LADDER FROM 8' -0 " HIGH w/ 4' -O' A -9 LOCKING COVER PROPOSED NEXTEL ANTENNAS WITHIN 30 "o RE TRANSPARENT SHROUD ROPOSED ROOFTOP COAX ROUTE PROPOSED C CABLE TRAY PROPOSED NEXTEL FOUIPMENT ROOM PROPOSED NEXTEL INGRESS /EGRESS -SHEET TITLE: 45 WILLOWS ROAD NE, SUITE 100 MOND, WA. 98052 CT INFORMATION: TA E 'SHE GTON 117020 ; • ••••• • if —v ISSUED FOR: FOSTER /BIRCH CREST WA0647 - 3 4020 - 4030 S 140TH STREET TUKWILA, WA 98168 KING COUNTY ::::CURRENT ISSUE DATE: 09/29/2003 CONSTRUCTION � _ —RE�r .. —DAT =PLANS PREPARED BY: ..■ .■� II. • I -- • IIIII• MI , i L KDC ;.ONSULTAN T . • r.rIN c jF Tt /MARLA SEP 3 0 2003 PERMIT CENTER 6 '" `• . ►CENSURE: ^ ; • ' CRIPTION: Y. Architects – Engineers, P.C. 4630 200Th STREET SW. SUITE K LYNNIN000. WA 98036 PHONE (425) 670 -8651 FAX (425) 712 -0846 APV.: O 05/26/2001 / ORE -ZD'S LC /'s»% 5/30/233 ISSucD * (1Fc ZONING SUBM :TTAL JMC 08/05/2003 'SSUED FOR ZONING SUBMITTAL U BJC 09/26/2003 : R c rOic ..0 R_Virw I'[EJ .;9, c5 ''t00.. CONSTRUCTION EXISIINC M_ : ER CENTER PROPOSED HVAC PIPES ROUTED UNDER EXISTING BUILiDNG CRAWL SPACE E xISTIMG SLING GLASS DOOR 10 et AEMOwED ExISTIC 011ALLS TO SC REMOvED PARTIAL 1ST FLOOR /FINISH PLAN PROPOSED MITSJBISHI SLIMS - A/C CONDENSING UNITS ON CONCRETE SLAB (FANS FACING BUILDING PROPOSED 6' -0" SOLID WOOD FENCE ACTING AS A NOISE BARRIERAnk PROPOSED ACCESS LADDER FROM 8' -0" HIGH W/ 4 - 0" LOCKING COVER PROPOSED CEILING MOUNTED POWER ROUTE PROPOSED COAX CABLE TRAY 6 A -8 PROPOSED COAX CABLE TRAY PROPOSED REMOVABLE WOOD S1EPS PROPOSED WOOD STEPS - ROPOSED GENERATOR PLUG CONSTRUCTION PLAN GENERAL NOTES THE wrT AREA OF Mt EQUIPMENT ROW IS APPROX. 356 S1OtlAR: out 1HE GENERAL CONIRACIOR SHAL; SUPERVIg AND URt(C? THE WORK USING E SKILLS AND 7 "EN'IOk. :14 rO NTkACTOP SHALL BE SOLEY RE`:I :,tT`.miLE FOR ALL CON'.TRUCttOtt IN; ANL•. A/; "404)S. TECNN:;it/ES, ' SEQUENCES AND PROCEDURE AND f OR :;QORDtt+llhillNG ALL PQFtHIONS OF THE WORK UNDER THE CONTRAC •. 4. PROVIDE A PORTABLE FIRE EX 1 IN ^, .,' ?SHfR *'H A Rti 1 INC or NO1 LESS THAN 2-A OR 2 - l tir. WITHIN , E T TkAvEL DiSIANCt 10 P PORTIOND OF ::E PROJECT AREA DuRIN . CONSiiitiCTKA. ' 5 THE CONTRACTOR f,HW'. i VERIFY A;.i CAN rIS,O S AND COND OF' THE SITE AND NOTIFY THE PROJECT MANAGER or Awe [ISCRI,PANCIES BEFORE STARTING ANY WORK _ 6. KEEP GENERA[ AREA CLEAN. HAZARD •REE. AN') DISPOSE OF AL DIRT. DEBRIS.' RUE13'rH AND kEMO'VE EQU :'IAENs NOT SPPECif ts.1; AS REMAININC ON PROPERTY. tEA'vi_ PREMISLS NA :MAN cimolTioN AND FREE FRCNJ PAIN' SOTS. UuST. OR S&IuDGES OF ANY NA' RE c 1 iiGI- '.':.Ow 'MPERATURE ALARMS ADJACENT TO EINVIRONMENTA,- �./ COP OL PANEL. SEE MECHANICAL D tAWIC.,:; AND &ARV ;%ANLL SCHEMA1IG. ' GROUND BAR ON TELCO BOARD . 3 • TELEPHONE BACKBOARD 4' x E' x 3/4" TYPE 'CD" PRE RETARDEAT TREATED PLYWOOD. MOUNT vERT[CALLY WI' -' 30TTOIIA z" ABOVE FcUBBER BASE. COVER FRONT. FACE Will "FRP" FN &ERGLASS REIW TIRCED .PLASTIC PANEL. COLOR: WH,TE POWER FAILURE RELAY. SEE, ELECTRICAt ORAwiN3S. K 200 AMP PANEL. SEE ELECTRICAL DRAWINGS. ` - ENWTO NMENTAL CONTROL PANEL SEE Mt C'ANICAL DRAWINGS 1 ;> EXTERNAL ALARM PANEL. SEE ELECTRICAL ORAwINGS EXISTING WALT. TO REMA!N 15, NEW 3UFLO WALL REFER '•0 DETAILS 2. STET A - 200 AMP METER DISCONNECT SNi CM � 7 AIR HANDLING UN'TS REFER TO DETAIL 1, SHEET m-1 8 > ATS. SEE ELECTRICAL DRAW * *O INSTALL VINYL COMPOSITE FLOOR TILE AS PER FINISH SCHEDULE AND 1.4ANUFACTtJRER'S INSTRUCTIONS , t 1 ;, PROWOE 4" RUBBER COVE BAS:' AS PER FINISH SCHEDULE. INSTALL ON ALL NEW AND EXISTIN:, WALLS OF NEX1L. LEASE AR "A ;,, PORTABLE FIRE EXTINGUISHER. PROVIDE ONE (1),20 LB. CO2 UNIT AND WALL BRACKET. 43> NEW 4065 NW DOOR AND VETAL FRALAE (1 HR. N/ LABEL). COORDINATE PREPARATION OF DOOR TO RECEIvE LOCI(SET PROVIDED BY OTHERS. LOCKSET - TRACKCESS CARD READING ACCESS w; -' LEVER ON INSIDE. REFER TO DETAIL 3. SHEET A -B I INSTALLATION PLAN r•KOP- :)'-xtt, *At Lb.:( ►J riaM...tL) LAO! Cr t'AiN U.0tisk ►' -- 1 P.P.G. /176: ELINi4IONi RUDEtEfT fir, : MW 31ROKG- .'"•HARCOA. GREY /14123. 4` COVE RES&IENT FLOORING: TARKf r 'CONCERT AP1f EEC" VDT- 2 # 2221 on" w1+►it SONS (2) LAYER!" of sir TYPE I Cww: R CEILNNC AND SOUTH WA! (1) PRIM :. (2) COATS OF FAiN• . CLJWR.P -+ P.P.C. X276 F,,w1S1OrNE WALL TYPES CEILING GENERAL NOTES • THIS DRAWINC IS FOR COOROINAitON PURPOSES ONLY, REFER TO M_.CHANI AI AND ELE C IRICAL PLANS FOR SPLCIFIC INf ORMAT ION. FIXTURE AND EOUIPMENT EW VA /IONS ARE AS MEASURED FROM EXISTING %V _L. EQUIPMENT MOUNTING NOTE 1.SEE STRuC1uFiA. 5r4EE..1 S -1 AND 5 -2 FOR A ■ACiiME.Ni Qr EQUIPMENT TO EXISTING BUILDING FLOOR 2.SEE STRUCTURAL SHEET 5-1 AND 5 -2 FOR A .ACHMENT OF EQUIPMENT SUPPORT BEAMS UNDER EXISTING BUILDING FLOOR NEW WALLS CEIL tGLNU CABLE TRAY LAYOUT Q ^ .• EXISTINr LIGH1 (r 1 X T VII.. IV ACCOMw3l)l.T; CAE'.: TRAY iAYOU;. St/OK; DETECTOR • • <3 COORDINAI E ± OCATION OF THE FOL. Dom: iv/ FINAL FT,OO P1»( -- U(. 4 f i /. ' URES • . SPRINK_' Fi NEADr . - DUPLEX OUTLETS r - THE RMOSTA PROVIDE Ki YLESS PORCEIAIN i WXTURF W/ 24V SAL EM. RGEN';Y LIGHTING ( TYP. Of 2). CONN: r 24V DC RI 1:11F TER / CIRCIN•i BREAKER T AN`) PROW )I. SWITCH BY DOOR SO THAT UGHTIN: FiX IS NOkllA_t v ON BY TECHNICIAN BUR ;NC PowrR Ou1AGT UNt CEILING KEYED NOTES CONFIGURATIONS 23.625 23.625 165• THE LOADING. EYELETS ON 10P Or THE CAE!'.= 1S ARE 1.75" HIGH.. WITr+ THE EYELEIS. THE IOTA_ ;.ABI ?ET HEIGHT IS 65 75" THE ISC AND IMU CAN 6- MO. NTED M+ A RACK WITH OTHER EOU!CMENT IF DESiiEC =SHEET TITL EQUIPMENT ROOM PLANS & NOTES REVISION: 0 r t• Vil irer,::4111PITZIL'.Z.'1L i:7-:- ■ P1Ir 1:.i�ad'Are: -. riw's Az* ".e ..r.. - �..::.w... 4' .._.........r -- - a.. r. - . — r311111. - 411111' w - «. kr twirwmi ,„ : ri r , ja 10545 WILLOWS ROAD NE, SUITE 100 REDMOND, WA. 98052 = PROJECT INFORMATION: FOSTER /BIRCH CREST WA0 6 4 7 -- 3 4020 — 4030 S 140TH STREET TUKWILA, WA 98168 • KING COUNTY = CURRENT ISSUE DATE: 09/29/2003 =ISSUED FOR: CONSTRUCTION = REV.. =DATE: =PLANS PREPARED BY: m E 1.1 • a NM • I I ■• I I f ml iii KDC CONSULTANT: V: CHK.: RAWN BJG LICENSURE: 6019 \**) A-3 RUCTION DESCRIPTION: BY: -- Architects - Engineers, P.C. 4630 200TH STREET SW, SUITE K LYNMINOOD. WA 98036 PHONE. (425) 670 -8651 FAx: (425) 712 -0646 ^.ITV O F TI % SEP 3 0 2003 PERMIT CENTER B JMC EJC • APV.. 4 117020 PIK t t • ' ..a+ 3 i.'1 A" 41ir..C.' 7 711!" 40 " /7%lf1111INi 7p't1111M11M11. 11 . "r" *Wed' =tom' )1/\ 05/28/2003 a L1tU pRE...1fis 05/30/2003 + bwtu ZONING SUBMIT 1AL JMC 08/05/2003 ""` F 7. ONINC SUBMITTAL B.IG / \ \ u9/26/2003 f pR . D D RE VIErY ; r:D A .� ?9 003 9/ S r OR CONSTRUCTION E CG PAINT NOTE: PAN: Ptt^ t.: X"'. AN1 ENNA SHROL!) AND NOJNIINZ MARUWARr 10 vi. 24• (E) bwLDING COLOR '.0. PROPOSED NEXTEL ANTENNAS �ILEV 23' -6" 1 C Or PROPOSED NEXTEL ANTENNAS ' ELEV. 21' -0` PROPOSED NEXTEL ACCESS LADDER TO ROOF FROM 8 -- 0" A.G.E. PROPOSED 4 " -0" LOCKING COVER PROPOSED NEXTEL COAX CHASE TO RO� - EXISTING •' - HIG/{- CHAIN LP :'ENCE � P 1 ARTIAL NORTH ELEVATION PAINT NOTE: PROPOSED 1 � COM DOSE le R PROPOSED NEWEL ors AMMOMMAS PROPOSE, NEM V T5{RRSN SLAMS A/C CONOENS+NC UNT3 ON COCK TE MAO VANS K15TINC 6' - HIGH :mod LMK FENCE :MADE GRAM ; MINT PROPOSED NWT!. ANTENNA SaROUD AND MOU TT ING pony/ARE TO MACH (E) SU !LDING CO.OR i 1 rfly/EST ELEVATION [� �ThE: ExISTING 6'- 0' 14+01! I CHAINt.INK Ff ro(:= St+OsiN ( DASHED In :jimh F CiARI [FENCE NOTE: OUSTING 6 -0" HIGH CHAW4UNK ; ENCE SHOWN DASHED It. E EvATIONS F I •. CLARI " EFI _17 I I PROPOSED NEXTEL ANTENNAS WITHIN 30 RF TRANSPARENT SHROUD PROPOSED NEXTEL CPS ANTENNAS L APO NEXTEL ANTENNAS MITrMM 3011 SIF TRANSPARENT SHROUD nv r ' I C) o i ll T.O. PROPOSED NEXTEL ANTENNAS ELEV 23' - s" C.L. OF PROPOSED NEXTEL ANTE NNAS ELEV. 21' -0" •a` 0o 4-1 .. mite N," r r i -OE] 0 o _c] TOP Of JE) ROOF LINE A gib, WV 1 T.4" f ToP OF [EJ BUILDING ELEV. 111r-O" D WALE: fee 1 *-0* .4 11 m -I-1 ----! -1— ANTENNA PLAN ,4 n TOP OF [E] 8 3 -* ELEV iE -0 I TOP OF [E] ROOT' UNE jik ELEV. 1r-0- GRADE 6' SCALE: 1/13 1 Oil Of 10 PitikOW OCT 2 2 2G03 pis Fr;)RO - FUTURE NEXTEL ANTENNAS PROPOSED NEXTEL ANTENNAS WITHIN 30 "0 RF TRANSPARENT SHROUD (DESIGN TYP. OF 4) SCALE 1"./'-0" i NEIrrar: M , � ARM' - 10545 WILLOWS ROAD NE, SUITE 100 .REDMOND, WA. 98052 PROJECT INFORMATION: FOSTER/BIRCH CREST . WA0647-3 4020 - 4030 S 140TH STREET TUKWILA, WA 98168 KING COUNTY = CURRENT ISSUE DATE: 09/29/2003 = ■SSUED FOR: CONSTRUCTION T L r R E V. I L :' DESCRIPTION: PLANS PREPARED BY: 01111•111111 mew • Architects — Engineers, P.C. 4630 2001H STREET SIN. SUITE K LYNNW000, VIA 98036 PHONE (425) 670 -8651 FAX: (425) 1:2-0846 4 r - CONSULTANT: RE:C NE eyry OF Tl1KWILA SEP 3 0 2003 PERMIT CENTER SHEET TITL SHEET NUMBER: ELEVATIONS A-4 Y: REVISION : 117020 - .. ....... . v�s0M► - •"I O, . '! Wee s�.w.k•'yrq f'awsMM11110M'1 ago.* .. A ,.:5,28,2.03 . `ZUED FOR ;_-,F2E-20'S _ ..C.N „ -5 / 3 W" u ' ..SSuLC, i i.)ei 1 ZONING SUBIAITTA_ JiAG J8/05/2903 ISSuLD FoR ZONINC Su Bm:TTAL SJC A .:9/26/2003 1 .SuED FCik CD REVI7NIV , , iRD A 09/29/2003 isSUED FOR CONSTRuCTION . I 1. [ r ANT Pi PRoPosc i x m ANTENNA To p,, (r) Lim4LD.N'S COLOR ,LPAINT NOTE: 1 Mr. 110' GNAIN Laic FENCE EXISTING e•-cr 404 RADE •■•■1114.■ [PAINT NOTE: PAINT PROPOSED NEXTEL ANTENNA SHROUD AND MOUNTING HARDWARE TO MATCH WILDING COLOR Top Or LE] ButDoNG _ TOP OF [El ROOF LINE Ir-o• EAST ELEVATION . .1 . - '7 F ENCE NOTE: EY 'INC fi'-tr FENCi. DAsHED tN 1.t.VP•InNS T'ORI CLARiTY --1 PARTIAL SOUTH ELEVATION I 1 1 CI If_ENCE NOTE: EXISTING V-0 HIGH CHAINI_INK FENCE SMGWN DASHED IN (MATIONS FOR LE • I I I 14, I I 1 _ PROPOSED NEXTEL ANTENNAS LEV. 73 OF PROPOSED NEx'TL ANTENNAS 7 I C;E:3— 1. I I r: PROPOSED GENERATOR Km • PROPOSED NEXTEL ANTENNAS WITHIN 30"0 RF TRANSPARENT SHROUD PROPOSED NEXTEL . COAX CS( TO Roof 6 -0 . r-e. PROPOSED NEXTEL ACCESS DOOR PROPOSED 4 V-0 CONC STOOP WI V•000 STEPS PROPOSED NEXTEL ANTENNAS WITHIN 30 • RF TRANSPARENT SHROUD PROPOSED NEXTEL. CPS ANTENNAS PROPOSED NEXTEL GPS ANTENNAS PROPOSED NEXTEL ACCESS LADDER TO ROOF FROM 8'-0 A.G.E. PROPOSED NEXTEL MITSMISHI SLIMS A/C CONDENSING UNITS ON CONCRETE SLAB (FANS FACING BUILDING) _.•Prki;%_ F ) 4s, PROPOSED NEXTEL ANTENNA WITHIN SHROUD PROPOSED 4 MOUNTING PIPE PROPOSED NEXTEL TM - POD MOUNT PROPOSED NEXTEL ROOFTOP SLEFPERS PROPOSED NEXTEL ANTENNA 30 RF TRANSPARENT SHROUD cak 3 AN NWA SH 0 4 • — — UD DE IL 1.0. PROPOSED NEXTEL ANTENNAS A L ELEV. 23 C.L. OF PROPOSED NEXTEL ANTENNAS AL TOP or E l . 2130t1.01-NCI-G ELEV hE a" -yr TOP OF [E] ROOF LINE ELEV 17•-0" PROPOSED NEXTEL ACCESS LADDER TO ROOF FROM 8-0" A.G.E. PROPOSED NEXT EL COAX CHASE TO ,ROOF SCALE ;40.•.8 • ' Lt: _ I" 4111116mr ire MI ~III MIMI 10545 WILLOWS ROAD NE, SUITE 100 REDMOND, WA. 98052 -PROJECT INFORMATION: FOSTER/BIRCH CREST WA0647-3 4020 - 4030 S 140TH STREET TUKWILA, WA 98168 KING COUNTY =CURRENT ISSUE DATE: . 09/29/2003 ISSUED FOR: CONSTRUCTION V ATE =PLANS PREPAR:r RIPTI N: BY: Y: 111111111•11•1•1 MI■1 • MINN NMI OM a it NM • U I •u ii I In 1 1 I KDC • r cONSLLTANT: Architects — Engineers, P.C. 4630 200TH STREET 91. SUITE K LYNWOOD. WA 98036 PHONE. (425) 670-8651 FAX: (425) 712 reEcenreu nrry CIF 'TUKWILA SEP 3 0 2003 PERMIT CENTER DAWN BY:=CHK.: —LICENSURE: BJG JMG • EJC SHEET TITLE: =SHEET NUMBER: APV.: ELEVATIONS REVISION A-5 4 117020 . • », _ ...me 2 - /Mr" . moiira ior 4 WA. di' " 1** VW •". • "10 % ' • CONSTRUCTION REV.. =GATE: DESCRIPTIQN: :- . ;3Y :--,,Soto FOR ' LCP RE -ZD'S 05/28/2003 A C3/30/2003 5 r? 'ONMNC P S - JMG 08/05,/2003 "Ocv E Gn tONitiC SUBMITTAL cJG ., 3 09/26/2003 �SSU FO CD REVI£W R iRD /' 09/29/2003 11:- r OK ::OI�tSTRUCTtON IDG i SOUTHWEST PERSPECTIVE o. V X . r -__- it • • OCT 2 2 2003 u Kau • T ICALELAL N.T S./ '4 T .ev w.• _ - Air A0 Aim 10545 WILLOWS ROAD NE, SUITE 100 REDMOND, WA. 98052 PROJECT INFORMATION: FOSTER /BIRCH CREST WA0647 -3 4020 - 4030 S 1401H STREET . TUKWILA, WA 98168 • KING COUNTY =CURRENT ISSUE DATE: = ISSUED FOR: 09/29/2003 =PLANS PREPARED BY: MINIM MO ON • of • 0 mum • I I NM II I I In I i KDC Architects — Engineers, P.C. 4630 200TH STREET SW, SUITE K LYNP#W000. 98036 PHONE (425) 670 -8651 FAX: (425) 712 -0646 N U _ TANT: D BY: BJG JMG LICENSURE: _ EJC SITE PERSPECTIVES :7-SHEET TITLE: SATE r WASH! 4GTON RAW N �• 1. .v- CHK.: `SHEET NUMBER: .I • -, .... W i • 'b .110IP APV, : REVISION: SECTOR ff 05/28/20Q3 " ISSUED FOR PRE -ZD S t - CN FUTURE 1 Oi / 30 / 2003 I��ucV r ZONING SUBMITTA. WO H. SEPARATION FUTURE 08/05/2003 ISSUED FOR o : ZONING SUBMITTAL AN' A '.9/2 6/2003 : GK :� REVt IRD GY 39/29/200' DN FCT- CDN57RUCI TON a,JG ANT 4 ANT 5 , SECTOR ff t ANTENNA TYPE FUTURE RAD CENTER (Apt.) FUTURE AZIMUITH FUTURE DOWN TILT rU TURE H. SEPARATION FUTURE COLOR CO©E ANT 1 I ANT 2 I ANT 3 ANT 4 AN' _ SECTOR F2 RR i B GYGY GG AA SECTOR f" SECTOR ff3 T ANTENNA TYPE RAD CENTER (AGL) FUTURE RAD CENTER (AGL) OOWNT_' -.•.. FUTURE AZIMUITH 4 - 0" FUTURE DAWNTt _ FUTURE H. SEPARATION _ SECTOR . t I FUTURE COLOR COO( GY ANT 1 PAT 2 ANT 3 ANT 4 ANT 5 , SECTOR .3 NPR I ens c YGYCY 1 ccc ' AAA SECTOR f" ANTENNA TYPE - DECIBEL" DB1344 190E -XY RAD CENTER (AGL) 21' -0" 220 A79.4. OOWNT_' 0 H SEPARATION 4 - 0" COLOR CODE ANT 1 ANT 2 ANT 3 ANT 4 AE-,T 5 SECTOR . t R e GY G ` A' le Antoine :Ammo Tries CPS 1 VW CPS 7 Sweep tests astir. Stereo orly the CPS I and O S 2 attar-sm cast dews Do wet connect tee art A me sect: tests or tie antennas ws te ourr,uaed. • T:E: The CPS : WIMP coot line its mew., MIN one gars of 1Mbw tope, estt CPS 2 or• ieeerls ease • e it mrtrkt.; On ant stands of yellow trs. Set t[ 'ne sweep generator It sweep ken. 1400 to !b:,;) gMHi. 0111brotc fin/ lest cables area .cJwyelo't Connect Inc $weep generator site lest Steve/tW iSClor into the CPS i soar ;An w The too Of the cif:. Catnap rpr,.l t Canner! • c•wic• stale! to the end of Mr CPS ; Astcnno tom lets. Measure and plot the return rr►in Catcu•cle tree hisertien toss by dividing Ins * overage return lode" by Leo 1hr - average ratter test:` cocooned by overatenq ft Ito.;! (avt or the brr.t,' •. rn loss values with at •east ism a the • •Chest rel,,rr. toss yahoos Tike insertion loss ethoJ .ess thou er eta to 3.0 tIP. Rtaortt the tics Loss value fa CPS 1 antenna on Inc Antenna Specification Sheet Aloe record iota Coot. ' ngth of the CFA I antenna coos tine on the Antennu Specification Sheet • Connect o SU - ohm two t c the and GI t►: r- CPS 1 an term a coot tine. leettsure and Oat Me • r tom Is i• dB ruse plc • the felon loss VSWI t The highest return toss vita freer. the pot is the Return . ost ona nit •,ghost VSA1fi• value from e pie' s Ins VSWP Record the Return loss, VSMIR cnd me associated frequency on ant Anten',r !,: ecificolisn Suet. lad setwn Lpss value should t t test, Thor or aqua to - 2C.V. dB and the VSO • should be less bear cr equc: to 1.2:1. Repeat step.. to through to lea CPS 2 antenna. % ME: It the Return Lets 0 VSWR woes do not meet the - 20.83 d6 or 1: Z: I resnecttde .e.suirernertP, tnr• there es o prcbtern in the coo. ';ne. poky phosor cr connectors. Ircublesnact too fi, the sauna of Me mismatch+ (detective cornet,;. /connection. detective poly Image es selective /domoged woe tree). Ih the Insertion Loss antes dc not meet Mt 3.0 dC reu.,ut:rnent then Imre t C Crxler. in Mee teas Tine. coy phoso' or Connectors kouDlesnaot ono fir tr t some of tie excessive last. M the teessive loss is oue to the coos line berui toc tong. report this problem to he) lel L.CAatrsielie•. 2 OUR Antenna $ eef: Tests NJTE: be sweec test is tun is ter pats. Ate fast port is o omen lest of the cool tines, connectors and is- pining siesta ;,gory phos•r) without the MAR antenna coracles Tres is coned) the :Cori Line" test use Nicene port is o sneer test wit the BMR ontenno connected This tat is :.oiled the 'System` test. Ow BUR antervnc zoos tine es rncrkec o white band et lope. . Set up the sweep gene rotcl to sweets Mom 80C to IOC tMt•+t. Cdtrote env test tatpDtes assft connecters. Came:: the sweep gwierotor w;tn the test cable /connector into the 1:4A coax A~ at the of the E3 uontrak, rock Connect • ceanlo: Wart r the end of the BMR Antenna ioniser coot fete. Measure and plot the u► n bet in de. Colcolote tit• Tartish Uses Isy 41frit ng the "overage return lees' by loo. The 'average totem sear is calculated be averaging of •e.•1 rive of the lowest return loss values with of frost flee al the highest return loss solves. be Insertion IMP shou,c be less than or *qua to 1.5 d Record the ;r.se -tion Loss vc .,e for BMR antenna on the Antenna Specification Street. Also mud Yet f.:at■r. engtr of the f3.'AR antenna coos line on the Antenna Specification Sheet Connect a cassia. 50 load to the ono of the BM; antenna Omer coos line. Msaawa and ::■ct Inc retie? Iris rn dB Atsc pot the return loss VSWR • The highest return loss value from the plots the Return Less and the nighes: VSIS value from the p101 it ire VS1hR Record the Return Lcsn. VSWR and the oseec,ol•d Fre'apuent:y tee the BUR .mss on the Antennc Specifikat,on Stmt. The Return Lees argue sbou$d be less then or a to - 1 .3 d? one tree VS1IR valve should be less Mar or equal to t:21 NOTE If the Return Lass or VS1IR values dc not meet the - 24183 If or 1 :11 respective requWe+ is then there is a proofern :r tr coax fine. pay pnosor or connectors. Troubleshoot and fix the source of the mismatch (Defective connection /corwnec :a, defective par p'aio or Defective /ComageC coos line). If the osoert.cr Loss vogues oo not meet the de requirement Mien there is c prooferr in the cam I. poly onosor or connectors. beutteshost we fix the source et the ex:essive Ices. tf the excessive loss is aloe to the coos bee being tcc long. report this problem+ te Neste Construction. t. Femme the co :We c! 50 lead from the end of the jumper coot Ii * cnd iestet' the antenna. q. Measure and plot the return toes in dB Also pot the return loss MR h. The hoer return toes ye from the plot is the Return Lass and the nghest VSWt value from the dot is the OAR. Record the Return• Loins. NSW and the associated Fr pvsrt.y for tn• 61AR system' on a*s Mtanmo Specification Stwt. AIe iisu+rrt toss vtlue should be sees than or squat he - 13.96 de and the VS7W value shcu.d be lest Thor or epuol Mt 1 f 1 NOTE: N ire Return Lass at volutes rte sot sweet the - 13.116 dB or 1-SzI respective requirements then there is • ;,.obiem in the OMR ontumno ee eeewrsdors lesssfilstnoot ono fie the source of the rni•nwten. EFTS Antenna Sweep lode NOTE: The sweep Iasi Is rurn w talc preens the reel pet Is a tlweep tier of the caw fines. connectors sins tigMsirg •reitAer (pap phew) ttltttt•td the BITS ertsnoc e•sm•cgA Tres le arms Wm - anal lie lest. 1M• tlett•M pat b • •••• lest frith Mitt EMS •n1•mm• 0ewmeCeel This Im t is clime, US • Srest.m Nat. The EBTS e0••mnus' coos apes sent monad mid set tem gram area shin* wills elf tee teirsdwo EMS RI ssilunno oar One Wa hose ow red WWI al l pe cad LITS R9 :;ritsv4 ass lint ell heft `o red bawds d lays amt ell. o SO w Ng saw spowraeer ft• harp train 0E- he 11100 Mk Cabals soy hest cares end camois Mart Cowed We swop g.wwrm•r silts M I•dl agileAmwe mlmr Isis Mr• Mt 01 tilers Bette the tab el Nee EIS 'Man W laislribuSen rock. a Canon • eeelwi• AM to On AO • tie at m ANIsml• 01Ie► am lets. ammo ate silt tae Hawn team M ai. C. Caltriss• teas mortis* Loss es 411411*4 We 'wer•gs rearm rate WI asst 14, "eventgt rwert► t • alarre* ry awr•gimg St Lotto tow ell le Meese town taw atMtn.t with N Mss Nis el Mee highest return nine sabot 1aa Umertheis t•et M 1111• DnS IN Pose the till' ape en the reng* of an• asst Lisa aid Iybe atf .eat tree .art ltislew+d Of MI IMO .r most Is 4;5 • ter • MB Mat anw Mt 3.5 • ter • 200 Mist oar tiIG. awl 4.5 a No • 3M kg own roe. Agar/ ttte insealst Vat Nles he ERR RI Now Axe• Is Wit Amman SIWIslisalith tits aft er oma Me Cob Le* of the t1:,P5 sw 'teem ewe we Ms MNmn• >jlmoir..tla0 =rest. • Cerw•eh • twiree 911-40th lase te the wet M the £8R RI wilt ee jewww awe 11r4 . Ilseews tttlmr Pelt tie Mow. Use M •, Was pew the taltws Ices V9•. • Thos alpine t nth" Lew vdm hies Met WWI is the Afet.O Lass we Pie NONNI t van 1r si the 00 4 the 116•. Uwe/ ter llama t.m■e. VSAIR ent alt• switeiswe f r.arwece Air (VS R1 ' oat lint en Pot AMmnns S/•[!resehon 9101. Tile Aeltnvt ball• eel•. Owl/ Ae Isms Wiwi er •gn.l bp - 20te3 11•01 Mae tl_ - MVP INNS be tlmm low w equal let 1-2: 1 NOTE: N Nis Nylon is ar 1111• whew • met moil Ale - 20.43 di o I: 1:I ►•woad e 'ederetrlle.IS Maws tine • • MOP" it The Cost lira .11,1• I tlwwetasrs ■rwflMeNawt IMO f., Nee sore of Ira w+ielwn•leAt (Mlleeliwe emosicksibewadso, delmethe gels toms a oetsethe_Osln.gul low MOB M the an•ertied Las velum 0 wet mien the eppties•ei 2.S, 3.5 •r 1.5 d e rillriemgrt• MOP tftwe • • pr••I/h iA Its ernes ruin. pmts pew • asimscsors. M.rnW*mooel and A* Wee .mow* of the eseweh• flee r Meow Ms owl 30-sitlet 1.0/ fiss me me • Ills jnglilps attar rite god lamed Nee FITS RI ar to nna 9 Worm .rely PIN Nis Moll OM in dB Awe pet the valve lame MR. r Ise hovel myth yes glee from the blot is tae 1111w0 Lass we the hi*west dile woe hens toe Ow Is the VW Most Ns Amtbrw hems. MIN as tie sushi se rtsguwnq Aso tun MS RI - sow' en Pie Antenna SNeiNC•ti•s lrwf. 211• %WO Lew alts Amur Se uses rtlw w seat Is - 13 IS • we Os A• velum OWE M U.• Nina • wild to t: it I Helpmeet steps .is *NW It tee ell Ow FIR w a s (Lc A2 amp 03 ss agaliomlls). j RDAs elb pets see apuselm li th Mils Is hurt. C. w0411l1sn NOE: M Nam Ammo Law .r VS. stares Is hot mat Ow • UN • et 1: iL 1 eseeecli•ve reMbmelisAls M*mtt 0•110 • • prtl WW. M le tilt .IL i... • Isar •∎•Ws 1 tlttS Air as saws el Wen feriNnmeR SITE ANTENNA SWEEP TEST OCALE. N T S. • 4 J u _ i V\ {. .,- i•'CW= ..�• I.; T �[ ORIE AT O 00' 10 :RU( NDk; . (1) FUTURE OWL: T--- IMP ANTENNA (VP (I) ftlIURE IfTIOID ANTENNA (MIN) FRONT • j !\ (1) FUTURi OW. _ w►r1P ANTENNA ;in.') (i) FUTURE Solo: WHIP.ANTT'NNA jtAnt% • I kttoPw 4'- O'4'_ ' -o »r' -o ! 70 fR SPAc: EOUAt'.Y FROM C OF TOP HAT 5 PA reLk /6TA: LAi lJff RELOCATE PANELS N.; REO. E-OA LO SPACING COAX COLOR CODING ICE BRIDGE DETAIL (ANTENNA MODEL: D8 44H90E -XY 5 f TYPICAL ANTENNA • AL jiD LIe l sI • r- I LN ! r I_ SCE Finn • W' 06 RX' MAT ItIT■irfE 011:: (t) Ft, T uRF OAP. Wh?P ANTENNA / 0 . it 1OF riAT 4' --0 "4 ' 0 "4' , • 1 11 11 11 u lino 1 11 I s BACK I9OAfETFIC 10 Icy ib JR SPACE EQUAL :" FFOV : OC. 1OP !NT 4 PAS M;STALLATIDN RELOCATE PANELS AS REQ FOR EC SPACN E TOP HAt Top THAT - t u !c r; /F SPACE EQUALLY FROIIA C OF TOP HAT 4.2istiFs Al f ATtON WI: t122 n INTERIOR EXISTING WALL -,-\\ , • . : , , . t r „ •_ �,, r , :., wr ,- �r ''7E-'i sill ores varos Pr 7 Sv T 1Jr C. :.0'3 : RY � �. • 4 l/ .4 AIN'T LN NA 1tir-, , con Co_CeR CODING. ANTENNA:: TO 8E COOED R A CLOCK M!SE MA►1Vr p F ROA' ;RUE t.0n4H ,Art;; COLOR =EL r.. • :x.ww PAN: AN': NNA • THREE RED IAG , PRRi . . - , PA'.r t F, N I NN1. - irtitt.t: BLUE 1AC': PIES) PAW! AN :: NNA - THREE GREEN :ACS OCGC PANE t ANTENNA - ONE ORANGE TAC T EE NtED IAt,' (IJR►iti ) PANE! ANTENNA ONt (WAWA TAC THREE B: u.-: tAGS (f- g;9::; . R =Red B =Blue G =Green O= Oronge Y= Yellow 2. : iACr+ CUAx Such:. tit_ . .A;;;.Lu Al (.5 P.ALi US►hr, . ttl r wtA I HERPROOF. COLORED VINYL TAPE. Al IIIE FOL; OWE-; ; :X JtfS AI . 1 Al Af:TEHN ED VI N - 11014 2 Al EI+TRY 10 [OuIPM! ' 3 INSIDE EQUIPMENT . H : r, TER SHELT ER 3. RUN COAXtA; C WITI t ExAC' LY 1 i IN` E RtOR SLACK TfiROIAGIt CAR SLEEVE. ACRULS WAVE GLADE BRIrGE. UP MONOPOLE /LATTICE TOWER ANC DISTRIBUTE TO EACH ANTENNA DE ti:.i. FURNI;H AND INSTALL ;, GROUND K "e 10 EACH :.3AX PEP ELECTRICAL DRAWING; SECTOR /3 SEC TOR q. er . is • ▪ • a OWN ANTENNA - ONE RED TAG f R) MN AN';'Vtt: - ONE BLUE TAG B', Ow, AN :ENN ONE GREEN TAG OGj 'PANEL ANTENNA - ONE RH, 1A', 1 1R) PANE( ANTENNA -' ONE BLL.: JAG OB PA': t. ANTLNkA .. O4f. GREEN TAC RC) PANEL. ANTENNA ' Oh' DRANGE /RED 'AC ()OR), PAN:.. ANTENNA - -she (RANO /BLUE TAG (IOW PANT. ANT NNA - TWO RED 1AC' Hi.) PAL:. ANT: NNA -. TWO GLUE TAGS f F! Pt.!• ANTrNNA - TIC GREEN JAGS CG, PAIv%+. ANTENNA - ONt QRAN(r TAG r. RID TAGS PANT t ANTENNA - ONL ORAM. TAG TWG chair TAGS C Q = C=3 GENERATOR RECEPTICAL T RI R ▪ GENEAATOII RECEPTACLE SHALL 8E sPPLETO, MODEL M20033 -RS CONDUIT PER PL .8 . (O OR SCALE: • N.T.S. N T.S. • TOP OF PAPP;'T WAL. NO Tt3S: 1 ALL NNA M :. COAXIA ANTENNA :ABLE iG BE FuRNiSHLU Erg NEXTEL ANL INSTALLED B" ANTENNA CONTRACTOR 7. GPS ANTENNAS TO BF MIN '.2" ABOVE THE 1ui. OF THE TEST MO5ttE ,ANTENNA 3. PENETRATIONS INTO PARAPET TO BE SILICON SEALED FRAMEQ WALL PENETRATION 1C�ONCRETE WALL PENETRATION CONCRETE FLOOR PENETRATION NOTE: I. CONTRACTOR TO x- `ifA`! PRIOR TO DRILLING OR CORING TO LOCATE (E) i!E -8AR. DO tot CuT RE-BAR. 2. PENETRATIONS 'Pau WALLS SHALL COMPLY WIYH T24. Cep SECTION 709.8. r RATIIIt1G - PENETRA11ot1S 4'e OR _ES! 1 AATIAIG - PENETRATIONS LARGER 'MAN 4"e. PENETRATiONS • :ORReDOR CLGS. WM1CM AR: NUT RATED, OELOMI ANY CL,G. TYPICAL ANTENNA 1 • 1 AN7ENNA CAR! PROVIDED BY HEY. L. AND a Allot' BY ANTrNNA CONTRACTOR --DRILL (2) 9/16" HOLES w GPS BRALK '. BOLT 10 UNISTRU T SELF TAPPING M TA; SCREWS INTO STUD INSIDE WAL •- ••-- - -7/6" UNtSTRt :': BOLT 10 PARAPET WA., PER IAANUi t.CTURER'S INcTRUCTION �- EDGE of WA, +10 DEC GPS ANTENNA DETAIL _ r`-'- ANTENNA ASSEMB Y COAX CABLE - CABLE PRO■!)! PLASTIC SELF - LOCK':" COA'A r :,i I RS FOR 1/2"0 COAX AN iENNA AKttNNA MAIN L Of+ ♦1G SEC tt KEEP 08STR'UCTIONS BELOT/ In15 ARVA SCALE: N.T.S 'A" = DIA. OF CROWN CROWN DtAME'ER TO BE THE DIA)/�TER OF THE WALL OPENING PLUS i" FIRE -RATED GYPBG /STUD WALL ASSEMa.." 3" MAX D. MT.. PIPE. PROMO( NOV.. " ANNULAR SPACE AROUND PIPE OPTIONAL FORMINC MATERIAL - RECESSED 1/2" FROM THE SURFACE FOR FS900 MATERIAL MINERAL WOOL. POLYSTYRENE,..ETC.) FLAMESAFE IPC FS /FST900 SERIES COMPOUND APPLIED 1/2" DEEP INTO ANN!, AR SPACE ADD. MATERIAL ADDED TO FORM 5 /E" CROWN AROUND CONDUIT AND LAPPING 1" BEYJND OPENING 3 1 /4" MIN CONC. WALL OR CMU OPENNG TO PROVIDE 3/4' MAX. ANNULAR SPACE AROUND Pt1'( -- 4' MAX. DIAM METAL PIPE FLmESAFE PC FSP1000 PUTTY APPLIED INTO THE OPENING - 1/2 Tf1CKNESS Al EA. WILL SuR ACL MINERAL 11001 (4 PCF) PACKED INTO ANNULAR' SPACE AND RECESSED 1/2• FROM NAIL SokFACt'S OONDusI' FLOOR CUMP. TI'n FLAMESANE 1PC f S900 MIN. 1 /2" THK. FLUSH WAIN 1:.00R (IJL SYSTEM G i 1105) • HR. RATED CONDUIT PER PLAN (4 MAx. ) �--- (E) CONCRETE FLOOR 3. PENETRATIONS TIM FLOORS/ CEILINGS SMALL COMPLY 141M T24, CSC SECT» F MTINC - PENETRATIONS Is lo OR LESS t AMINO - PENETRATIONS LARGER THAN 4 "e, PENETRATIONS NOT CONTAJNI{O A11t t1 A WALL. 4. ALL PENETRATIONS SPViLL C0P4`OR1.4 TO TITLE 24, CALIF. SLOG. COOS. =MN 714. SCALE ..+".. • .r _....�. 1'i - - - .w Vi. :..silt+. - �.a.... :�_ '+r��Nr...4�- Ar..w- �rr�:.•- -..a:= 4%4.4 ..A,.r.A...1ra N MOMMW OR ,� IIIII=1 II . ......... 10545 WILLOWS ROAD NE, SUITE 100 REDMOND, WA. 98052 "-PROJECT INFORMATION: FOSTER /BIRCH CREST , w WA0647 -3 - 4020 -- 4030 S 140TH STREET TUKWILA, WA 98168 KING COUNTY = CURRENT ISSUE DATE: 09/29/2003 ISSUED FOR: CONSTRUCTION = REV.: =DATE: °TANS PREPARED BY. _ _ - NMI OM a s �t • 1 I NM I 111 II I 1 KDC = CONSULTANT: "rrY OF Tt JKIWLA DRAWN BY:= LICENSURE• • DESCRIPTION: Architects - Engineers, P.C. 4630 200TH STREET SW, SUITE K LYNNW000, WA 98036 PHONE (425) 670 -8651 FAX: (425) 112 - 0846 SEP30 2003 PERMIT CENTER BY: C JMC EJC A-7 117020 BJO . y • EJC e • - ■ L5/30/2003 v ' :SHEET TITLE: __ ---� / 0 ` I 09/ ?6/2003 'SSUEU FOR CD REVIEW IRD :.; a , NLV .I 5/e• 1e CA NT. ,•..- --- ...... ' T,�: y' ,. ED. CONSTRUCTION SJG - .�_ . • t I GROUND SjRAT ` CONNECTION TO b01►+ SIDES . (TYR ,) C!►n E LADDER , -. Ct OntNrcTtON TO WALL C" CLAW' \ 2 "x24" U) CE! INC j N. _ ''� r 5 :f, G lOQ Ie ►�. \."- VERIFY A:. VOIDS IN *ft AR'. SEALED a ir . ! a BATTEN .... .., BDA,,) • • - NEMr ti: 'A!. DOOR Rr.v: ALIGN N N %E NE V£ -� ..� i . ..` ,, .. 1 1 �.. . r,A.' I _ . / . ' "C" ; DOOR NOTES i r - 1 ,''. �, ^ '`- NEW LEASE AR _ - . .... .. (E) FIt:ISHEC FLOOR r . .. 446 °' �` , NEw � - `./8" 1E; CA. META. SiU0 E . .0 MI/ yam' TYDf x „Y 3UV •goARD �ACI~ SIDE j ---- --.- -- CLAMS SUPPORT AND BRACKET / ; / ■ ,, ' , / 1. NEW cote r :1� NOOK AND Ni 7A. r kAMt '1 HR. W/ LABL,_). GOORDINAI; PRi FAIiAT10N OF ODOR E LOCK S11 TO RECEN ... PRIDED BY pit I� 5 w c ^ LOCKSET - TRA (;A!�L REAUINC AC"ESS wilt' LEVER ON INSIDE 2. A COPY OF THE ICE`' TO THE PROPOSE() ME;Ai. DOOli TO B+ GIVENS O E.H.A. /BUILIN rG 41ANA:,: R OR LOCK TO BE KC"EU INTO THIS BUILL):NG VAS E R K _ . --••• --••• Nc w META. DWI PEA SF::.:. fCA:;A!.. li kil 1 } � lAt 1E1i i �rii: ANU HAIL' 10 W►TCh.ALJA:EIT WALL; CT D£ Akf M.. I1Lt Mt. FACE F18ERGLA W�tNAa (R - 11) ENiHi; NAI VANITY Iw H,HM d ; pp.. wa • AIX GROUND 80UNDSTRAI' 0 v (ONE SIDE ONLY) i IF ‘ RAID .�^ • • P - r LAN AT JUNGT PLAN A'1'PICJL R PLA �' WA / CONNECTION / I Rub t y I , • I - 7 • _ . • •' �: . ' :a : . NUTT<. SEE CABLE LADDER NOTES ■ iuntan anno „ . d . • • " • . 1 • - "° - . - - ! - . FOR ADOfl+ONA L INFORMATION. Q • . . .,.._..- .�,.�.... c 3 /6"R' EXPANSION BOLT IMF 1 CABLE LADDER DETAIL S ITS 2 DOOR JAMB /HEAD SECTIO SCALE: WALL DETAIL N.T.S. - 1' -6• • • I 1 s AND-40R W/ 3/4" THREADED ROD W/ HILT, HY150. 1 NOTE: CONFIRM i_OCATIOte of TENDONS IN P.T. SLAB. 00 NOT CUT PT SLAB >FIEMtFCTI2CtNC (IG8O j 15193) FOR P.T. SLAB CONSTRUCTION. CABLE LADDER WIDTH 12 " MINILAUA ,,K'D F / / / / / / / / / /// / / / / / / /// 3/6" �. TfP - , .. 10 '1 t m • .. a . ' . _ T OR SPANNING JOIST -TO -JOIST AS REC- ..E/L-#2 -1 ,,,,, - VCROFLECT e111>E WAVEGUIOE ENT •?Y PANEL 02 FORTS; SEAL Au. EDGES USING IKICRUi LECT Bi E4 � ALA TAPE AS 1 A + AND IL Lf •. 3� / /, /, / /, „ / „,, / //. /...... .. .......... / / / / / /// //// / / / / / / / / / / / / / / / / / / / / / / / / / / / / //i I , ..' ,:. ALUMINUM SHROUD 1. -6" T 0H -- . r �- -- COAX +A: CM . PER PLAN. t1Sf tNttS1R.. P 10007 SPRING NUT "a Q t / 0 \J�:J1_ 1 J s MICR OFL Ex: WAVE :WOE BO:: AT F.AB.F ENTRIES ANG SEALING CAP *• S OPENINGS. 'Pm WHERE F,RES10GCwC IS REQUIRED• a 0 ° �- `� _ �, _ _ 5/6 THREADED RODS. TYP. I "C" CLAMP (SOUNDERS BROTHERS ) - �- LNSTAL_ IN:ERIUR WAVEQU10E ENTRY AND FI VOID 3ETWEEN ENTRIES E BY tv'IH KBS SEAL BAC" IP:: (Qec- 334_!745; ;u'. I479, .3 AIR. Rt A' 'ED) • Se 157 SLOTTEC HANGER CLIP (3/16" HOT ROLLED HOLE) EOUAL • SPACING • ..;. KEY NOTES. d � • V COAx (SIZE AND QUANTITY AS REOUIRED) W/ NON- INSULATING _ HANGERS 0 4' -0" 0.C. (TYPICAL) O 4 " x 4 PVC SLEEPERS 0 4 - 0 " OC MAX • 3 UNISTRUT 3 /E" DM. P1006 SPR!NC - LOADED NU' (1YP PER HANGER) O 1/2 GPS COAX W ,� NON - INSULATED HANGER 0 49 O.0 . (TYPICAL) O5 UNISTRUT P10 LONG ATTACH TO PAVERS w,' (2) -3/6 " NA EXPANSION 30LTS. O EXISTING ROOF SURFACE t 4 411111° •• I EXT- RIOR ammo . • EXISTINC TYPES) / Pr,,, / " " WALL (VARIOUS _• - u. a z & I LL I • I'` ' t • • � �. - ANCHORACE AT COMCRFTE USE HILT: KWIK iDLT II 30 SSCF 14-134 W /1 -1 /e MA EMBEDMEN ", AT WOOD OR . IvtE - AL USE >9ic S5 S. SEE PLAN ' OR - ` Q•A S NOTE: SCREWS FURNISHED By MFR.. 1W. (12 PLACES) -. i•i 1. INSTALL UNISTRUT AS REOJ1RED SEGO "if AT r CLAP OTHERWISE ATTACH DIRECTLY TO C JUNG. 2. SEE GABLE LADDER NOTES FOR Q SAw cur 15 Hx ?:: S'w WALL OPENING , • SCALE: 6 O PORT N.T.S. ADDITIONAL Wf•ORIIMTION. 4 SECTION THRU CABLE LADDER "" SC"`E• N.T.S. 5 C OAX g ROOF OP N.T.S. ' 1. THROu0M dri 0 10140 A -..- 1 CONCRETE CONSTRUCTION: L CONCRETE WO SW1! 1 BC IN ACCORDANCE *NTH A.C.I. .301. A C.I. aye AND 1HE SPED CAST- N-PLACE CONCRETE. :. UNLESS NOTED OtIIERRIS1~ All C ST -N -PLACE CONCRETE 516411 BE POW 4F. AIR ENTRAINED CONCRETE WITH A MINIMUM COMPRESSWE STRENGTH OF 249 CH Ai i8 S. TYPE v rO A CEMENT P r PER SQUARE N ORE WILL ILL ix USED w11H A 111A. JM AGGREGATE SIZE OF 3//44 " Iwo 6% tilt ILK ENTRANNNENT ALL CONCRETC NEL HAVE A WAximu I WATER/ICEIII>ENi (N/C) Alb Q 0.48 3. A.! CONCRETE FLATWORK SHALL HAVE A STITY MA* FINISH Aeo ME LA A SLOPE OF 1,9 d 1,9 CONCRETE ,9 PER FOOT UNLESS NOTED OTHERWISE 4. REINFOIICrIIG MRS 9IALL 6E NEW rout" STEEL CONFORMING TO WS A6:. MADE i0, oE1'ORMED. S, CAI:. i+ADICATE Amo ERECT REINFoRCENENT BARS. IRCureNC !e T�M�ow s. 0 OF ONCRETE RIcNFOMEAIIENr SPACERS, ETC. IN ACCORDANCE WITH 'OOAMLN C , G. W ES 15 1 ALL TAR VMS SHALL 6E 4ASS D CONF'ORMNG 10 AP 311 -95. T. A DINNER Of " 91,41 BE PROVIDED AT ALL ETTPOSEO EDGES V CONCRof N ADCOMIIINCE MTH A.C.I. 301 DEVON 4.2.4 UNLESS OHMS( NOTE. t. CONCRETE WORN sou E COORONVED 11114 WE MEDWuICA.. E ki. • 1E IIIG CKTE MERq. EL ARE T +"IACE S 'MO vE'11WE1 AAI. 0. CONCRETE GOOIER FOR Csc WAS SHALL WORM TO 11E (►O<F.t3Allb tArLESS WARD OTHERWISE ON t DRAWINGS: -CODA € " o TO KANMEN OR N CONTACT INN Glum - 1 1NC4.3 -CORM"( CAST ACANsl UM- 3 M`►IES M CONWINATE MASON V S.. **CHINA MUS RAM I t FABRICATOR MI 1B NSTAUn11oN w N. C3PITRIICTOR sou, ' SLIMS FOR AU WOW) PERETIN 015 MAK COMA. ETC.) 1af R.:EIAG fa ILA 70 OAR SIN MANNER &O J4T Seltb. Kt S141111-40 PUN ALL CUT ENDS OF CABLE U100ER TO SE FILED SMOOTH MO PAPAW "MT 1MLTCMNC COIF. 2. &MOM Or GABLE LA00EA TO SE T -11" ABOVE fIN S.4 FLOOR. IfO 1O MOTEO OTNEAI E. 3. CORNER IN KETS ON THE INSHBE . UNLESS LJIDDER RUNGS M itwt/a TWIG CORNER BRACKETS MAY BE ON THE outset. 4. CABLE LADDER RINGS TO BE ON TOP Of IORIZONTAL LADDER AND FROM RS LUG BOLT (2) TwO HOLE Luca. w/ SCAR WASHERS. REMIOVE PAINT AT PAL CONNEC110Ns. rep. - I "a! AIJf'IIIIMIRNT , SUAVE �� �� d J 1 A D _ --.13' -- o > 1 T I LAN ' AMY WALL ON 11ENTI('/1L LAODE -- _ s r . _� o C) ' it 6" GRAVEL 6X/1O vmm S. NUTS TO BE ON SOTT011 OF ASSEMBLY. OR TOWARDS WALL. - ,. 6. 5/e THREADED 14005. SUPPORUNG ,,ABLE LADDER, SPACES 0 _ mem emus `••..- i - i -- 1d (WHERE UjINS' 6 -0" FEET APART• 1,! 1 7. AFTER FINAL LEVELING Or CABLE LAOAUER cut R00 SO CHAT 1/2" Or THE THREADS ARE EXPOSED BELOW THE NUT. - , : ;: , -- , -- - • • • •• • ` 6" CAP WITH SAUNDERS BIOS. PN SB 300 -0. 0. ANCHOR 04.1 ENDS OF cam LIIOOEA TO wALI cowl LADDER '�•••• .••.~. 3.14'A CRU91E0 SCONE OVER MIL WEED BARRIER, COIMPIICT FENCE WY. Maly _ 10 PLR - ' : :: . rP. NMI 9913 MOOIFI ASTM 01557 1.1ETHM 0 MAPS BONDS!RAP S. rim= (OREM) EATEN() 10 101E SECTION A - A' • NOTES: - - 1. AVER TO CONCRETE NOTE OET1A'L 3/A -S S 2. ORAVEL SMLL RE NATURAL 011 CRUSHED L WA 100 PERCEIVE PASSING 1 pen IN 7 : CABLE LADDER NOTES 8 SPLICE SCALE: CONC. HVAC PAD SCALE. 10 CONCRETE NOTES SCALE: N '.S. N.T.B. 9 N T S BJO . JMG EJC e :-LICENSURE: -- L5/30/2003 r - \t._ P ' L Pk u S O V. SHING OP' 1 :SHEET TITLE: __ ---� DETAILS A C5/28/2003 a E--I 'Ow • • RE - -tO'S L5/30/2003 i5sucu f CNt ZONING SUBMITTAL CMG /6\ 08/05/2003 ISS�tu �F,n� ZONING SUBWTTAL bJC 09/ ?6/2003 'SSUEU FOR CD REVIEW IRD / 2\ !9/29/2003 CONSTRUCTION SJG • r 7 .....r rC w,.a.:i,"�nair. .UL.•.,.:...1r -- -,- '�u...�.....�...ji 7.I.a.n.� a '- -- r '- �:- wi-+.- - - - ' �..r�i �o�� • �7r..�.:i. .11‘. ... ..t.. i.t�MA -i. � -•'� �� -..; ♦- �� . r �t t . ,. i. - _ :� .. •e �w �r.P_ -•. Y 10545 WILLOWS ROAD NE, SUITE 100 REDMOND, WA. 98052 ti =PROJECT INFORMATIQN: FOSTER /BIRCH CREST WA0647 -3 4020 - 4030 S 140TH STREET TUKWILA, WA 98168 KING COUNTY = CURRENT ISSUE DATE: -09/29/2003 L `!SSUED r OR: CONSTRUCTION REV .. =DATE: -PLANS PREPARED BY: RIPTION: - BY:" Architects - Engineers, P.C. 4630 200TH STREET SIN, SUITE K LYt'NNNI1OOD, 11A 99036 PHONE: (425) 670 -8651 FAX. (425) 712 -0646 =CONSULTANT: D RAWN BY: CHK.: =SHEET NUMBER: rITY OF T(JKWII_A SEP 3 0 2003 PERMIT CENTER PV A -8 1 .---- 4 717020 REVISION: _ 12 S CONC.. PIER (TYb; MOJNT TRAY TO UN'STRUT wrr 1/2" - 73 x LONC GALVANIZED 6D_TS. SPRING NUTS P1010 6 WASHERS UNISTRUT P 1000 EVERY 6' ON CENTER MOUNT t1NISTRUT TO BLDG. w/ 3/8 "e ExPANStON ANCHOR FOR CONCRETE WALL. (RAASET /REDHEAD TRUBOLT OR EOUAL) (MIN EMS DEPTH - 1 S /e") 12' -0" WIDE DBL GATE MOTH AS SHOWN ON DWG. NOTE. WHEN CAL4_.E TRA' COVER! ARE SPECIFIED. THEY SHALL BE PNSTALLEL IN ACCORDANCE WITH AANJFACTURERS INSTALLATION PROCEDURES AND INSTRjCTIOhS OR 'H•GN \I'ND CONDITIONS'. itiiS INC:.UDES CONNECTOR TYP_ AND SPACINGS. VERTICAL TRAY SHALL EF PAINTED TO MAICH BUILDING SURROUNDING SURFACE ONLY AT SPECIFIC REQUEST OF LANDLORD SHEET METAL COVER PAINTED AND TEXTURED TO MATCH EKISTWNG BUILDING 20 CA GPO STEEL OR ALUMINUM 5191018 PAUL' N! [ mos O • ALKYD Ett1ERk1 ROC FN61H PER IND!R'ST SCALE: N.T.S 4ri WOO!) POST Q641.1' R tOP 204 W000 MC. 0 W1A! SPACE', �---•� 1st A DM U1 i i i SCALE: N.T.S TYPICAL WOOD FENCING 1. At t.. WnOD FEN ^E POSTS AND RAP; S PRESSLRE TREATED LUMEER. TO NO. 2 PINT. CCA 2. PICKETS TO OF 7/8 " THtCl( NO. S1Rk CE': CORNER GATE . POSTS TO SE 6X6 N .2 PINE CCA PRESSURE TFiit A' LUW:-:` -P. • 3. LANE POSTS TO BE 4Y4 ND. 2 PINE CCA PRESSURE TREATED LUMj;:R. r 4 AL' RDWARE TO Br HOT DIP GAS VP• N.T.S. SCALE: N T S. 1/f" t R l ;k1 IPr 2) # 4 REBAR, CONIINuOUS /7" EXP.' ; 4'- 0 "x5' -0" CONC. STOOP F lw :�►�`* 1 W 8UILosN(. r 6 - 10/10 WW1/ v: t)Its1 1q: 4).4 : NISH 11'/ iFcOW•t; L. DU: N'ti :')NCR! Tt COVTR A •ILr ORMI f' SURFACES. L " A' : Ma/ :I SURFACES . ,• NOSING : 1YPICAI — 7 N.T.S. CONSTRUCTION 05/26/2003 05/30/2003 :16/05/2003 C9/25/2003 ( SHEET TITLE: I�Suc� : ZONING SUB M.TTAL ISSUED FOR CD REVIEW PERMIT CENTER ISSUED FOR CONSTRUCTION DETAILS LCN JMO BJG IRD BJG VERTICAL CABLE TRAY 12 MIN --•t+ CONDUIT NOTE: I . TNIS TIM1 Di MAIL IS FOR (1) CONDUIT ON! Y • 7 FIN SHED GRADE. wiATOM SLOPE AND THICKNESS OF CuSTW1G CONOMON! INSTALL POWER OR TELCO. NOT IOTA 2. FOR POWER, YSE Z P11C COMMIT. COOIICRwATE WITH LOCAL NTijvv COMPAIK FOR TELCO. WM 2 INC CO1b1MT. COOROIIN'! •TM LOCAL U1t1TY COMPA* 8 TRENCH DETAIL W/ 1 CONDUIT SCALE: N.T.S. SCALE: N S. WOOD FENCE DETAIL Y DOWN TO GRADE LEv__ CABLE AT ROOF OVERHANG PROPOSED GROUNDING-/ CONDUCTOR PER ELECTRICAL PROPOSED UMISTRUT CONDUIT CLAM. (1W.) KEY NOTES: 0 4s' INSIDE VERTICAL 4 4 0 POWER CONDUIT AT CEILING P (I00 UNISTRUT UNISTRUT ANG:It.AR FIRING IP 1546 CINCH ANCHOR EXISTING PARAPET TRAM rIOLDOOWN OLAlui- or r. EXISTING ROOF TOP UNISTRUT U FITTING •A2472 -L 1E" GALVANIZED LADDER TYPE TRAY 4K• OUTSIDE VERTICAL 9C' OUTSIDE VERTICAL 12 P1000 UN15TRUTx' R" LONG w/ 3/6 "x7 /E" NILTI ExPANSiQh 50-TS ANC'IORE0 INTO CONCRETE PARAPET OR 1/2" LAG BOLTS INSTALLED INTO WOOD FRAMED PARAPET OR WA_ ANCHORAGE: AT CONCRETE USE 3/8" TNREADEO R00 w /auLTt 4'v -1 SO • MIN. T -3/40 EMeE0. (ICAO/ 5193): -•t,. SCALE: N.T.S SCALE: NTS. ,j :)R1 BAR DISTANCE PAR DIMENSIONS 2 x .3/8" _ /2 "x 1 MAX LE NCI BETWE Lh SUPPORTS c ., /2',:/2• "x5 /Ei" N3/16 L--J < GRIND FLU6M !ADDER RUNG ,CONNECTION P �' 5/8"• CON: "1 EXP. BOLT I OPTION 1 �'• 5/6• CONC EXP BOLT OPTION 2 - 3/4 - x2" VERY SLOTTED HOLE IN ANGLE FOR 5/8 "r BOLT. MELD _____..t WELD AFTER ADJUSTMENT LADDER DETAIL AT EVERY THIRD RUNG BEGINNING AT T r TOP SEE OTHER S 1&2 1 ELEVATION 2 1/2' TYP. -a z ti I< in aK (j SUPT';): T BAR oQ 3/2 "x2 1/2" SEE TA6:.E FOR BAR DIMENSIONS TOP OF TOP LADDER RUNG TO BE LEVEL W/ TOP OF ROOFTOR N z , N I 6 "x6 "x3/8" PLATE CONNECTED TO WA_L W/1/4" S.S. CONCRETE ExPANSION ANCHORS. FOR LOCKIN„ SECURITY COVER WHEN OPEN. I 5/8 - c LAG BOLT SECTION 1 I MIN. 3/4 ". LADDER _ RUNG SEE TA6�E FOR BA`? DIMENSIONS �- - S /6"0 ,..AC BOLT 3 /B "x 2 1 /2 r SUPPORT BAR ExAMPL_E OF A UNAVOIDABLE OBSTRUCTION N.T.S. NOTE: MINIMUM 7" CLEARANCE FROM CENTER LINE OF LADDER RUNGS TO OBST R JCI ION SCALE: - ISSUED FOR: =LICENSURE . / isms / Imp / — it am A mow 10545 WILLOWS ROAD NE, SUITE 100 REDMOND, WA. 98052 - PROJECT INFORMATION: FOSTER /BIRCH CREST WA0647 -3 4020 - 4030 S 140TH STREET TUKWILA, WA 98168 KING COUNTY F-CURRENT ISSUE DATE: 09/29/2003 =PLANS PREPARED BY: Architects - Engineers, P.C. 46.30 200TH STREET SW, SUITE K LYNNw000. MA 98036 PHONE: (425) 670 -8651 FAX. (425) 712 - 0846 DRAWN BY: CHK.: .BJG JMC EJC =SHEET NUMBER: REVISION • A 9 T 4 117020 r. PERMIT SUBMITTAL . i —DATE; DESCRIPTION: :- REV.: A OS/24/2003 ISSUED F ��R suaumrA� 1 JEG t .. • BY: CLANS PRFPARED — iliMM M. • • NM - - ■ • I I I I Architects - Engineers, P.C. II I I I 4WD /�O HwA SAN. 91tE K PHONE: (425) 1110 -e161 FU ( ) 712-41141 =CONSUL TANT; . 4 = s ENGINEERING 250 4Th AVE. S.. SUITE 200 . WILIONDS. WASHINGTON 08020 PHONE (A25) 770 -8500 FAX (425) 770-5550 BY= HK._ APV RAWN - JEG CAB CCC STRUCTURAL NOTES CODE ALL MATERIALS, WORKMANSHIP, DESIGN, AND CONSTRUCTION SHALL CONFORM TO THE DRAWINGS AND THE UNIFORM BUILDING CODE (UBC), 1997 EDITION, AS AMENDED BY THE CITY OF TUKWILA. STANDARDS WHERE REFERENCED ON THE DRAWINGS SHALL BE THE LATEST EDITION WIND LOAD: 8C MPH EXPOSURE B P = Ce x Cc x qs x 1w = 19.0 PSF Ce = 0.72 (MAX HT. A.G.L. = 25') Cq = 1 4 (MINOR STRUCTURE) qs = 16 4 (80 MPH BASIC WIND) IN = 1.15 (STD. OCCUPANCY BLDG.) SEISMIC LOAD: SOIL Se, ZONE 3 fp = (op Co Ip) /Rp x (14 3(hx /hr)) Wo /1.4 = 0.18Wc (ASD) op = 1.0 (ELECTRICAL EQUIPMENT) Rp = 3.0 (ELECTRICAL EQUIPMENT) Co = 0.36 (SOIL Se, ZONE 3) IP = 1.0 (STD OCCUPANCY) hx /n r = 0.33 (1ST FLOOR ELEVATION) THE MAXIMUM RADOM' OVER THE TRIPODS SHALL BE 30'. REFER TO DETAILS FOR MAXIMUM ELEVATION ABOVE ROOF. EOUIPM ENT: (1) ISC CONTROL CABINET: 248 LBS (1) CSU CABINET: SO LBS (1) PCP POWER PLANT CABINET: 512 LBS ALL NAILS SHALL BE GALVANIZED. NAILING SCHEDULE SHALL BE PER 1997 UBC TABLE 140. 23 -I -B -1 UNLESS OTHERWISE NOTED ON PLANS. CONNECTORS CALLED OUT BY LETTERS AND NUMBERS SHALL BE STRONG -TIE' BY SIM °SON COMPANY, CATALOG TO BE LATEST EIX11ON, OR ENGINEER APPROVED EQUAL PROVIDE NUMBER AND SIZE OF FASTENERS AS SPECIFIED BY MANUFACTURER. CONNECTORS ARE TO BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. WHERE CONNECTOR STRAPS CONNECT TWO MEMBERS, PLACE ONE -HALF OF THE NAILS OR BOLTS IN EACH MEMBER. UNLESS NOTED OTHERWISE, ALL NAILS SHALL BE GALVANIZED, ALL SHIMS SHALL BE SEASONED AND DRIED AND THE SANE GRADE (MINIMUM) AS MEMBERS CONNECTED. ALL BOLTS IN WOOD MEMBERS SHALL CONFORM TO ASTM A307. PROVIDE WASHERS UNDER THE HEADS AND NUTS OF ALL BOLTS AND LAG SCREWS BEARING ON WOOD. ALL BOLTS, WASHERS, AND NUTS SHALL L BE HOT - DIPPED GALVANIZED. ROOF PLAN • 1 S =1 -0 (3) STRINGS OF BATTERIES. 2127 LBS (1) PRIMARY CABINET: 238 LBS (4) RADIO CABINETS: 352 LBS LAG SCREWS SHALL BE INSERTED IN LEAC HOLES BORED AS FOLLOWS (USE WHERE APPLICABLE): SIZE CLASSIFICATION SLEEPERS PLATES POSTS BEAMS SPECIES HEM -FIR HEM -FIR DOUG -FIR DOUG -FAR GRADE NO. 2 NO 2 NO. 1 N0. 1 Fb (PSI) 850 850 1000 1000 1. THE CLEARANCE HOLE FOR THE SHANK SHALL WAVE THE SAME DIAMETER AS THE SHANK, AND THE SAME DEPTH OF PENETRATION AS THL LENGTH OF THE UNTHREADED SHANK. .. 2. THE LEAD HOLE FOR THE THREADED PORTION SHALL HAVE A DIAMETER EQUAL TO 75 PERCENT OF THE SHANK DIAMETER AND A LENGTH EQUAL TO Al LEAST THE LENGTH OF THE THREADED PORTION. Fc Ipso ) 1300 1300 1500 1500 ALL LUMBER SHALL BE IN ACCORDANCE WITH WWPA GRADING RULES, K1LN -DRIED TO MC 19 AND OF THE FOLLOWING MINIMUM STANDARDS: . STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL, CML, MECHANICAL, AND ELECTRICAL DRAWINGS FOR BIDDING AND CONSTRUCTION CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLETELY SEALING AREAS WHERE EXISTING ROOF /FLOOR IS PENETRATED OR REMOVED. CONTRACTOR SHALL BE RESPONSIBLE FOP ERECTION STABILITY AND TEMPORARY BRACING AS NECESSARY UNTIL PERMANENT SUPPORT AND STIFFENING ARE INSTALLED. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF A SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED. SUBJECT TO REVIEW AND APPROVAL BY THE ENGINEER. CONTRACTOR SHALL. VERIFY AU. DIMENSIONS AND CONDFTIONS FOR COMPATIBILET BEFORE PROCEEDING. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT BEFORE PROCEEDING. CONTRACTOR - INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION CHANGES SHOWN ON SHOP DRAWINGS ONLY WILL NOT SATISFY THIS REQUIREMENT EX 4x14 OF BEM, TYP. LX. 2,4 DARING WALL 0 RIDGE, TYP. �n m PARTIAL FLOOR PLAN SCALE: 1/8" -1' -0 6x12 DF #1 TYP. (2) LOCATIONS NEW 2x14 DF,1 FULL LENGTH JOIST SISTERED TO EA. EXIST. 3x14 DF BEAMS UNDER NEW TRIPODS. NAIL TOGETHER W/ (2) ROWS OF 10d NAILS AT 8' O.C. W/ 1 1/2' EDGE DISTANCE TOP & BOT. PLAN NOTES 1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS & FRAMING SHOWN FOR COMPATIBILITY PRIOR TO WORK. NOTIFY ENGINEER OF ANY DISCREPANCIES. 2. REMOVE ROOFING TO ATTACH SLEEPERS TO ROOF STRUCTURE. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLETELY SEALING AREAS WHERE EX. ROOF MATERIAL IS PENETRATED OR REMOVED. PROVIDE FLASHING AS SPECIFIED BY ARCH. PROVIDE CRICKETS TO DIRECT ROOF RUN -OFF AROUND SLEEPER. 3. ATTACH EQUIPMENT TO SLEEPER WITH GALV. LAG BOLTS OF DK. SPECIFIED BY MANUFACTURER. 4. ALL STEEL SHALL BE HOT DIP GALV. U.N.U. CIF( OF TOKWIIA APPROVED OCT 22 2G03 AS WILD • X , /r, g Ay AR If htc ' ussim m ou g m a thr ,thi l i t ugatudl - 10545 WILLOWS ROAD NE. SUITE 100 REDMOND, WA. 98052 =PROJECT INFORMATION: FOSTER /BIRCH CREST WAO647 -3 4020 - 4030 S 140TH STREET TUKWILA, WA 98168 KING COUNTY UCEtsi$URE: SHEET TITLE: 09/25/2003 STRUCTURAL NOTES AND PLAN :-SHEET NUMBER: RF VTSION: ----- S -1 0 117020 • ,�� A lr maw A ',I. ' � 1054f. WILLOWS ROAD NE, SUITE 100 REDMOND, WA. 98052 09 24 2CW3 = PROJECT INFORMATION: JEG FOSTER /BIRCH CREST . WAOS47 -3 4020 — 4030 S 140TH STREET TUKWILA, WA 98168 KING COUNTY CURRENT ISSUE DATE: 09/25/2003 ' ' ' = ISSUED FOR: PERMIT SUBMITTAL G 09 24 2CW3 ISSUED FOR PERMIT SUBMITTAL JEG S 2 4,17020 . :PLANS PREPARED BY: ....... — -- - ii. ■ K� . • 1 • ktfects — Engineers, P.C. ROE (425) 110-11151 IN: (a5) 712 =CONS1JLTANT: = gM - ENGINEERING 200 4TM AYE. S., SUITE 200 EDMONDS, WASHINGTON NO20 PHONE (425) 778-G500 , rAK (425) 17e -553S • I1E Ut►VtU CITY OF TI1KWILA SEP 3 0 2003 PERMIT CENTER =SHEET TITLE SECTIONS AND DETAILS "SHEET NUMBER: REVISION: S 2 4,17020 SECTION SCALE: 3 /4 lc V-0" NOTES: 1 . CONCRETE STRENGTH SHALL HAVE MIN. STRENGTH OF i'c = 2500 PSI. 2. REINE. STEEL SHALL CONFORM TO ASTIR A -615 AND SHA 1. BE GRADE 60. 0 SIMPSON H1 E.A. JOIST IC BEAM, TYP CELLULAR EQUIPMENT PER AR0HRECT. REFER TO DESIGN LOADS. LAG SCREWS EMBED 4 MIN. INTO . 4x6 HF12 BLKG. BELOW. SCREW SIZE & SPACING PER MFR. USE (2)- -5/8"• MIN. . EA. SIDE OF EQUIPMENT U.N.O. ATTACH BLKG. TO JOIST WITH SIMPSON WS HANGER. . EXIST. 2111 DF JOISTS . 16" O.C. BEAM PER PLAN, TYP. SIMPSON AC6 COLUMN CAP (Fla ALL HOLES WITH 16d SINKERS) COL PER PLAN, TYP. SIMPSON ABU46 POST BASE W/ 5/80 HILTI KB -II EXPANSION BOLT EMBED 4` TYP. ?' 0`x2'- 0 ° x0' -10" DEEP CONCRETE FOOTING W/ (2) -O4 BARS BOT., PLACE FND ON NATIVE SOIL. 0 0 cc NOTES: 1. ALL STEEL SHALL BE HOT DIP GALV. U.N.O. w ,. -... 2. REFER TO ARCH. DWG S. FOR FLASHING AT SLEEPERS. f SECTION SCALE: NTS MAX. EXIST. 3x14 DF BEAM EXIST. BEARING WALL ANTENNA PER ARCH. ATTACH TO TRIPOD W/ VALMONT UICROFLECT TRI- SECTOR ADAPTOR. ANTENNA CONNECTION PER MFR. VALMONT MICROFLECI TRIPOD PRODUCT NO. 91013 OR EQUAL CONNECTION OF TRIPOD TO SLEEPER PER TRIPOD MFR EXISTING 2x DECKING 120 3011 RF TRANSPARENT SHROUD BY OTHERS. CONNECTION TO TRIPOD BY MFR USE (2) -1/4`. LAG SCREWS 1/3" 0.C. TO ATTACH SLEEPERS TO DECKING, TYP. EMBED 1 1/2 MIN. INTO DECKING BELOW. SCREWS SHALL NOT PENTRATE ENTIRELY THRU DECKING. USE LEAD HOLES PER STRUCT. NOTES ON S -1. NEW 2x 14 DF, 1 SISTERED 70 EXIST. BEAM PER PLAN. 4 a � �u o"" OCT 2 2 2003 Noito • HVAC KEY NOTES �j PAD MOUNTED CONDENSERS. INSTALLED AS PER MANUFACTURER'S INSTRUCTIONS REFER TO ARCHITECTURAL DETAILS FOR ADDITIONAL INFORMATION AND LOCATIONS 4<> INSTALL AIR HANDLING UNITS PER MANUFACTURER'S INSTRUCTIONS ANO PER DETNLS INDICATED ON M2 DRAWING. NEXTEL RADIO EQUIPMENT PROVIDED & INSTALLED BY OTHERS. O REFRIGERANT LINES UP THRU EXISTING BUILDING STRUCTURE TYPICAL FOR 2 CIRCUITS. 4 PIPES. O ENVIRONMENTAL CONTROL PANEL: PROVIDE AND INSTALL ALL WIRING FROM MARVAIR CONTROLLER. SEE SCHEMATIC ON M -2 FOR CONTROL WIRING. MOUNT 66" A.F.F. HIGH AND LOW TEMPERATURE ALARM THERMOSTATS PROVIDE AND INSTALL TWO (2) HONEYWELL FARM -O -STATS 1631A1006. ELECTRICAL CONTRACTOR SHAL PROVIDE CONDUIT AND SIGNAL WIRING TO EXTERNAL ALARM PANEL. 4,4OUNT AT 66` A.F.F. '0' REFERENCE DETAIL 1 /1A- 2. 2/M - AND 3/1.4-2. O REFERENCE DETAIL 4/M --2. 9 <� NEW LIQUID AND SUCTION LINES CONTRACTOR SNAL, SIZE PER MANUFACTURE INSTRUCTIONS ROUTE WITH COAX SUPPORT PIPING PER STATE LOCAL CODE. 10 FIRE SEAL ALL PIPING PENETRATIONS WATER TIGH1 TYPICAL 11 FOO OR O CONDENSATE DRAIN, RUN TIGHT TO STRUCTURE. PROVIDE 1/8' PER <> CONTRACTOR SHALL VERIFY LIQUID AND SUCTION PIPING RUN, PROVIDE AND INSTALL SUPPORTS PER STATE AND LOCH: CODES. ■I( CONTRACTOR SHALL VERIFY PIPING PENETRATIONS TYPICAL OF 4 LINES. NOT USED NEW CONDENSATE DRAIN TIE -IN TO EXISTING SINK TAI! PIECE, FLOOR DRAIN OR MOP BASIN FOR INDIRECT TERMINATION CONTRACTOR SHALL PROVIDE AND INSTALL CONDENSATE PUMPS ON EACH AC UNIT. PAD MOUNTED CONDENSERS STUB -U° TO PROPOSED AIR HANDLER EQ!!'PMENT PER MANUFAL rURERS RECOMMENDATION AND SPECIFiGITION MECHANICAL PLAN SEP 3 0 2003 JMG EJC 1ST - RED ET / MECHANICAL PLAN • ' r - Mims w -- 10545 WILLOWS ROAD NE, SUITE 100 REDMOND, WA. 98052 = PROJECT INFORMATION: FOSTER /BIRCH CREST WA0647 -3 4020 — 4030 S 140TH STREET TUKWILA, WA 98168 ACING COUNTY - CURRENT ISSUE DATE: 09/29/2003 ISSUED FOR: CONSTRUCTION • REV.: =DATE: DESCRIPTION: =PLANS PREPARED BY: • • 1 1 KDC Architects — Engineers, P.C. 4630 200TH STREET SW, SUITE K LYMNwe00, wA 98036 PHONE: (425) 670 -8651 FAIL (425; 712 - 0846 =SHEET _NUMBER: M -1 4 117020 • REVISION J O5/26/2003 ' FOR ; ;'!RE-RD'S i ^,N A 05/30/2003 , :SUED FOR Z01.Ihu SUBI�A'TTAL CMG 73/05/200-) ZONING FOR ION NC S1fF M i T TAL 6JG A 09/26/2003 C : IRD .0 REVIEW A 09/29/2003 -uCII FOR :,3NSTRUCTION 8JG HVAC KEY NOTES �j PAD MOUNTED CONDENSERS. INSTALLED AS PER MANUFACTURER'S INSTRUCTIONS REFER TO ARCHITECTURAL DETAILS FOR ADDITIONAL INFORMATION AND LOCATIONS 4<> INSTALL AIR HANDLING UNITS PER MANUFACTURER'S INSTRUCTIONS ANO PER DETNLS INDICATED ON M2 DRAWING. NEXTEL RADIO EQUIPMENT PROVIDED & INSTALLED BY OTHERS. O REFRIGERANT LINES UP THRU EXISTING BUILDING STRUCTURE TYPICAL FOR 2 CIRCUITS. 4 PIPES. O ENVIRONMENTAL CONTROL PANEL: PROVIDE AND INSTALL ALL WIRING FROM MARVAIR CONTROLLER. SEE SCHEMATIC ON M -2 FOR CONTROL WIRING. MOUNT 66" A.F.F. HIGH AND LOW TEMPERATURE ALARM THERMOSTATS PROVIDE AND INSTALL TWO (2) HONEYWELL FARM -O -STATS 1631A1006. ELECTRICAL CONTRACTOR SHAL PROVIDE CONDUIT AND SIGNAL WIRING TO EXTERNAL ALARM PANEL. 4,4OUNT AT 66` A.F.F. '0' REFERENCE DETAIL 1 /1A- 2. 2/M - AND 3/1.4-2. O REFERENCE DETAIL 4/M --2. 9 <� NEW LIQUID AND SUCTION LINES CONTRACTOR SNAL, SIZE PER MANUFACTURE INSTRUCTIONS ROUTE WITH COAX SUPPORT PIPING PER STATE LOCAL CODE. 10 FIRE SEAL ALL PIPING PENETRATIONS WATER TIGH1 TYPICAL 11 FOO OR O CONDENSATE DRAIN, RUN TIGHT TO STRUCTURE. PROVIDE 1/8' PER <> CONTRACTOR SHALL VERIFY LIQUID AND SUCTION PIPING RUN, PROVIDE AND INSTALL SUPPORTS PER STATE AND LOCH: CODES. ■I( CONTRACTOR SHALL VERIFY PIPING PENETRATIONS TYPICAL OF 4 LINES. NOT USED NEW CONDENSATE DRAIN TIE -IN TO EXISTING SINK TAI! PIECE, FLOOR DRAIN OR MOP BASIN FOR INDIRECT TERMINATION CONTRACTOR SHALL PROVIDE AND INSTALL CONDENSATE PUMPS ON EACH AC UNIT. PAD MOUNTED CONDENSERS STUB -U° TO PROPOSED AIR HANDLER EQ!!'PMENT PER MANUFAL rURERS RECOMMENDATION AND SPECIFiGITION MECHANICAL PLAN SEP 3 0 2003 JMG EJC 1ST - RED ET / MECHANICAL PLAN • ' r - Mims w -- 10545 WILLOWS ROAD NE, SUITE 100 REDMOND, WA. 98052 = PROJECT INFORMATION: FOSTER /BIRCH CREST WA0647 -3 4020 — 4030 S 140TH STREET TUKWILA, WA 98168 ACING COUNTY - CURRENT ISSUE DATE: 09/29/2003 ISSUED FOR: CONSTRUCTION • REV.: =DATE: DESCRIPTION: =PLANS PREPARED BY: • • 1 1 KDC Architects — Engineers, P.C. 4630 200TH STREET SW, SUITE K LYMNwe00, wA 98036 PHONE: (425) 670 -8651 FAIL (425; 712 - 0846 =SHEET _NUMBER: M -1 4 117020 • REVISION J 4 1. 3 HVAC GENERAL NOTES 1t THE HVAC CONTRACTOR SHP- PERFORM T IE WORK IN A(:.:OiKMNCE 11WTH THE i 1C-ST AS!-.1iAr AND INDUSTRIA. STANDARDS. 2 ALL HVAC WORK SHALL COMPLY WITH A_t APPLICAF?.-E CODES Or THE STATE OF i NASHMG'Uk. ,.:.::AL BUILDING CODES AND FEDERAL CODES. 'WING J(JRISZii,;JMN 000 - R THE CONSiRAJCi101► VAC CONTRACTOR SHA.: (YAW:. THE PROJECT SITE ANC. DISCUSS OEN( RA: REOu$REm 4T5 OF BUILDING AN•; WORK PERFORMANCE W' : ∎b OWNERS REPRESENIATI%E. CONTRACTOR »ALL COC)F:NNA1f r1S WORK WITH THE WORD: Or OTHERS ON THE PROJECT. CONTRACTOR !:HALL CONFIkm .X' ^.'MIG CONOIT:C.NS ANi, PROVIDE Al. V18OR AND VA :RtALS TO 4!A A WOR <PBLE AND USABLE SYSTEM HVA: CONTRACTOR IS TO REPORT TO OWNERS. REPRESEh1ATIVF ANY 013SF OR CON^'TIONS WHICH Ani OISCOVFRE.() iN THE 1-1.i ..DING WHICH WOULD ."fi1VEnT 1H. F JUST ,54 OF 1rNE HMG SYSTEM.. 1 . 5. HVAC, CONTRACTOR SHALL ARRANGE AND PAY FOR ALL FEES. PERMITS. AN:) MI•+r E CTIOWS GOMCERNINC' PROJEC' WORK. • $*AC CONTRACTON SHALL :IELD vER1f ` AI t ELECTRICAL POWER CHARAC7ERiS11CS 'PR;OR TO ,ORDERING ANA MECHANICAL EUUIF'MEN' 7. ALL LON VOLTAGE WIRING S1iw, . r- INSTALLED BY THE HVAC CONTRACTOR 8 , THE R,,Cllll TMERa'OS1A1S ;SWILL Br CADABL E OF BEING SET FRO/ 55'1 TO F"; f I 9. A I URASLE NAINTENANLE LABEL MUST SE AFFIXED TO MECHANICAL El:N MMENT. iWO COPIES OF A MAINTENANCE MAN'../At. FOR THE EIOL1°UArN; ilEMS :ir'A_i Si PCOVI!JE 10 THE OWNER BY THE CONTRACTOR. 10. CONDENSATE DRAiN: cgOM AIR rIAN"M ER COIL TO Er WI COPPER TUBING. GRAVITY DRAINS AND PRESSURIZED 'DRAINS SHALL BE iNU,RECT. DRAINS SHALE BE SUPPLIED MD INSTALLED ay THE HVAC CONTRACTOR. 11. 'PK SUCTION AND LIO'JY) LANES SHAL: BE TYPE 'L' 14ARG DRAWN COPPER TUBING. INSULAMD WITH MINIMu. OF 1/2* AMMAFLEX OF EQUAL. SOFT CAPPER Tu5;; ;; vAY e_ U5E.D IF NC Oi SAR' TO INSTALL UNES AROUNC OBSTRUCTIONS. AVOID SHARP BL n;DS AS TUBING MAY PINCH CAVSIN:, A RESTRICTION. USE LONG' RADIUS ELEOWS Wr,_NEYER POSSIBLE WI- SHORT RADIUS ELBOWS FOR THE TRAP AT THE 80?Taw OF SUCTION RISER`_ BRAZE AU. CU TO CU JOINTS WITH SILFOS -S EC T ALENT BRAZING MATERIAL. 00 NOT USE SOFT SOLDER. SUCTION LINES TO BE LUPPORTE D A MINIMJw OF EVERY 8'. LIQUID LINES A MINIMUM OF EVERY 6'. 12. INSTALL £D'.M°MENT AN RUN PIPES AND DUCTS PARALLEL WITH OR AT RiCHT ANGLES TO THE WA:.: OF THE BUILDING UNLESS SHOWN OTHERWISE ON THE DRAWINGS. PARALLELED RUNS SHALL 6E STRAIGHT AND TRUE WITH OFFSETS UNIFORM AND SYNI k E TRICAL 13. CONTRACTOR SMALL COORDsNAT! WiTH BUILDING OWNER CONSTRUCTION TIME AS NO' TO DISTRACT FROM NORMAL WORKKtNC CONDITIONS 1 CONTRACTOR SMALL VERIFY PIPE SIrZ: WITH MANUFACTURER'S REP FOR OVERALL PIPING RUN 06CHARCE PLENUM FABRICATE FRf AI 18 GA SHEET METAL (F*d91 TO MATCH A.H.) SEMI PirENUM X) FIANCE ON A.M. 3/6 WOOD St2Ew5 M 2 1/2 s/2•.4 awe mod 14 GA,. / ; iO ALL OiK MICH TO A.N. MTM 2 - 112 RECS. (E '' 10E) RETURN PLENUM FyRICATE ,IOM ie GA SHEET t (TAI (FIIiIISM TO MITCM A.M ) DISCHARGE AND RETURN PLENUMS NOT TO SCALE • ■ERIF't OIYEMSIOII As REQUIRED TO MATCH AR P' NOLER FIAR ISHLD ANO CELTIC I'IE1riliiT. • • 1 •_ 5 - 2" j•-c 7• - TAO' VAN. 4• -10' Unit OiOP AIR HANDLER UNiT SCHEDULE FR & MOr.JEL II AFCf r, CO©LING SERviCED ; CAPACI Y 'MANE TWtO60P i 3F8 TRINES TWE060P13F9 • SMOKE DETECTOR TO SHUT Down UN I GRILLE AND DIFFUSE ifSCHEDULE . - -- - _ -- - - -- - Sryr 16A7R & MODEL I. SIZE CM MAT BORDER TYPE FINISH • ! TiTUS 127PRS TITUS #271RL STEEL 30.7A At RUN CONDITIONING EOU1 026 WHITE SEER WT LOW AVR AN1 Kii REVERENCE ti-2 PROVIDE' FACTORY CURB S"v T M► R & MODEL 1RA�� MDvEL TTF U60a1001A TRAkf_ MODE. 24 TIP 0600!OOA L 1 . CONDENSING UNiT 0 e 7 se os. 3/4 ESP .5S .55 SUPPLr gm 0 12' 2000 2000 fLA 5.4 5.4 SEE PLAN 60.000 STU SEE PLAN { 60.000 STU SUPPL'f . POWER Pt' • SMOKE DETECTOR TO SHUT DOWN UNIT UPON DETECTION & SEND SIGNAL T10 ARE AL ARM PANE? FOR i+.. - 8r AC-,Z. CONTROL SEQU THE AIR CONDiTIONiNC UNiTS SHALL DUTY 2. THE AIR CONDITIONING UNIT FAN WW:. CONTINUOUSLY. 3. UPON A CALL FOR COOLING. PROVIDE COOLING. THE S POINT. THE AIR CONOITIDNING COOLING. WHEN THE ORI3INA._ CONDITIONER SHALL 4. THE COOLING SET 7 7F ADJUSTABL E. NUKE 49' Ji11Ki CIA --� NOT TO SOME UPON DETECTION 30.7A • & 5END SIGNAL TO EXTERNAL Al A V PANf.1 voR Ar' 1 Jt AC -2. • •1 le la w >>� PLENUM DETAIL • ARP" DIMENSION AS REOt11RE0 TO MATCH Apt WAXER FIIRM'S7'ED MO caul' HECHT. ROA .. SUPPLY ;;t ±- POWER. PH H? " 15A ; SA , 2 1. USA I 1SA t 240 ..1 • 90 32e 4R• GUSSET - 16GA ARIOff .s fir NWT OR s STAR pis !TT TAB so • i/8 0.0. FLARE POP RNET la GA SHEET METAL REMARKS 12 0 ( PROVIDE OISCONNE C t 120 I PROVIDE DISCONNECT ENVIRONMENTAL CONTROL PANEL SCHEMATIC ECP NOT 10 !GALE it $27I ✓:•7, AP'F' QEsotI°IIOP f"� aAI1 R'it,1 :,ici r. o6A -- aIsl� t ;AL IXM& ' *1k ;)JC! t1WJ! ,pAr' i1AIjpi I C,IICF!JRY • RA.' Rr1:1RN ALIT li f.:SiER • EM ExMAuSi Alf fEOSTEfi S>I1i 5 SUPPLY REC' .11 YTk TALL' • IOU RO0r ILEtRiLr Y- • If i A• C - ? AU?OdAI roki li vt L AND VA %uA. VO Nr (*boot R s OEiL G.)Ai /A. i+ALM :�y:, i1MIP(1 1k I.K1OTT LOUVER I.) 0 3•� • , M• _LEGEND UC UNDE ...; i)(Jk i /4` 51A THERMOS;A' N Syi HW 9' RY- PA S Ash ii IS 14.41PillAWRi 515450 THERI4OSTAT SUBBASE $ARVAIR CONTROLLER I: :357 -;X j AF9 ucSCRiPTION �a DR7svi OIITEn(M'A SINK,• - sv ;____ I SOP:DIi 1 I . s Nat: • S/h' Si+EET META: SiS STANCES" Sifr. GC : GENERA nw i kAC'Oft EX!L'" T;i REMAI`. _ - • s c , EMUS;' 13 BE Di. MCA USHE0 i COU,IkA"n'n? ;VOA: j FIRE DIAPER ! - SM0: JULTCK �---- AIR HAN;)_ER TEC SCREW (3 PER 'SIDE) RETURN PLENUM 7 - CONCRETE FLOOR ■ 1/r 01A ANC , I ORS. 4 REQUIRED. SECTION AA_ NOT TO SCALD r O FACTORY MIRING El I 0 -- FEED WIRING 9Y MECH. COKTR. UNLESS OiHEWNISED NOM u�C REF PUMA: HOW!! Rf 'RIGERAP' ':ICT10K LONDtti CAM, Dal fro:J1: POIN► ui CORRECTION 1nk0A; tNSI It O :!SIE DIM! Av: UN SEPAJJATE PERMIT AND APPROVAL RENIRED NE - /111110111 ,■1■ 10545 WILLOWS ROAD NE, SUITE 100 REDMOND, WA. 98052 - PROJECT INFORMATION: FOSTER /BIRCH CREST • WA0647 -3 , -- 4030 S 140TH STREET TUKWILA, WA 98168 ,KING COUNTY CURRENT I$SUE DATE: `ISSUED FOR: CONSTRUCTION -REV.: =D ATE: D_SCR ON. PLANS PREPARED aY: NM II 1 1 I KDC • Architects - Engineers, P.C. 4630 200TH STREET SW. SUITE K LYN11FWOOD WA 98036 PHONE (425) 570 -8651 FAX: (425) 712 -0846 r CONSULTAN : RECENED CITY OF Tl1KWftA SEP 3 0 2003 • PERMIT CENTER RAWN BY : : 6JG - =L..CENSoRE r -SHE 7 T TITLE: = -=SHEET NUMBER: -- t• 09/29/2003 M =2 No- E ;PTT APV.: EJC MECHANICAL DETAILS & SCHEDULE REViSIION: 4 Y•= 117020 r)5/28,12003 =SSUEO FOk PRE -ZO'S j . ON L\ ' J3 03 / =j�uE.E rum ZONING SUBMITTAL AMC c)Ir /OS/ ?003 SUEC FOR cON t\ , SUEIMITIA_ aJG A X9/26/2003 c 7tIt:.L! wK „ � REVIEW Li' 39/29/2003 IS5vi:v MGR ONSTRUCTION BJG 4 1. 3 HVAC GENERAL NOTES 1t THE HVAC CONTRACTOR SHP- PERFORM T IE WORK IN A(:.:OiKMNCE 11WTH THE i 1C-ST AS!-.1iAr AND INDUSTRIA. STANDARDS. 2 ALL HVAC WORK SHALL COMPLY WITH A_t APPLICAF?.-E CODES Or THE STATE OF i NASHMG'Uk. ,.:.::AL BUILDING CODES AND FEDERAL CODES. 'WING J(JRISZii,;JMN 000 - R THE CONSiRAJCi101► VAC CONTRACTOR SHA.: (YAW:. THE PROJECT SITE ANC. DISCUSS OEN( RA: REOu$REm 4T5 OF BUILDING AN•; WORK PERFORMANCE W' : ∎b OWNERS REPRESENIATI%E. CONTRACTOR »ALL COC)F:NNA1f r1S WORK WITH THE WORD: Or OTHERS ON THE PROJECT. CONTRACTOR !:HALL CONFIkm .X' ^.'MIG CONOIT:C.NS ANi, PROVIDE Al. V18OR AND VA :RtALS TO 4!A A WOR <PBLE AND USABLE SYSTEM HVA: CONTRACTOR IS TO REPORT TO OWNERS. REPRESEh1ATIVF ANY 013SF OR CON^'TIONS WHICH Ani OISCOVFRE.() iN THE 1-1.i ..DING WHICH WOULD ."fi1VEnT 1H. F JUST ,54 OF 1rNE HMG SYSTEM.. 1 . 5. HVAC, CONTRACTOR SHALL ARRANGE AND PAY FOR ALL FEES. PERMITS. AN:) MI•+r E CTIOWS GOMCERNINC' PROJEC' WORK. • $*AC CONTRACTON SHALL :IELD vER1f ` AI t ELECTRICAL POWER CHARAC7ERiS11CS 'PR;OR TO ,ORDERING ANA MECHANICAL EUUIF'MEN' 7. ALL LON VOLTAGE WIRING S1iw, . r- INSTALLED BY THE HVAC CONTRACTOR 8 , THE R,,Cllll TMERa'OS1A1S ;SWILL Br CADABL E OF BEING SET FRO/ 55'1 TO F"; f I 9. A I URASLE NAINTENANLE LABEL MUST SE AFFIXED TO MECHANICAL El:N MMENT. iWO COPIES OF A MAINTENANCE MAN'../At. FOR THE EIOL1°UArN; ilEMS :ir'A_i Si PCOVI!JE 10 THE OWNER BY THE CONTRACTOR. 10. CONDENSATE DRAiN: cgOM AIR rIAN"M ER COIL TO Er WI COPPER TUBING. GRAVITY DRAINS AND PRESSURIZED 'DRAINS SHALL BE iNU,RECT. DRAINS SHALE BE SUPPLIED MD INSTALLED ay THE HVAC CONTRACTOR. 11. 'PK SUCTION AND LIO'JY) LANES SHAL: BE TYPE 'L' 14ARG DRAWN COPPER TUBING. INSULAMD WITH MINIMu. OF 1/2* AMMAFLEX OF EQUAL. SOFT CAPPER Tu5;; ;; vAY e_ U5E.D IF NC Oi SAR' TO INSTALL UNES AROUNC OBSTRUCTIONS. AVOID SHARP BL n;DS AS TUBING MAY PINCH CAVSIN:, A RESTRICTION. USE LONG' RADIUS ELEOWS Wr,_NEYER POSSIBLE WI- SHORT RADIUS ELBOWS FOR THE TRAP AT THE 80?Taw OF SUCTION RISER`_ BRAZE AU. CU TO CU JOINTS WITH SILFOS -S EC T ALENT BRAZING MATERIAL. 00 NOT USE SOFT SOLDER. SUCTION LINES TO BE LUPPORTE D A MINIMJw OF EVERY 8'. LIQUID LINES A MINIMUM OF EVERY 6'. 12. INSTALL £D'.M°MENT AN RUN PIPES AND DUCTS PARALLEL WITH OR AT RiCHT ANGLES TO THE WA:.: OF THE BUILDING UNLESS SHOWN OTHERWISE ON THE DRAWINGS. PARALLELED RUNS SHALL 6E STRAIGHT AND TRUE WITH OFFSETS UNIFORM AND SYNI k E TRICAL 13. CONTRACTOR SMALL COORDsNAT! WiTH BUILDING OWNER CONSTRUCTION TIME AS NO' TO DISTRACT FROM NORMAL WORKKtNC CONDITIONS 1 CONTRACTOR SMALL VERIFY PIPE SIrZ: WITH MANUFACTURER'S REP FOR OVERALL PIPING RUN 06CHARCE PLENUM FABRICATE FRf AI 18 GA SHEET METAL (F*d91 TO MATCH A.H.) SEMI PirENUM X) FIANCE ON A.M. 3/6 WOOD St2Ew5 M 2 1/2 s/2•.4 awe mod 14 GA,. / ; iO ALL OiK MICH TO A.N. MTM 2 - 112 RECS. (E '' 10E) RETURN PLENUM FyRICATE ,IOM ie GA SHEET t (TAI (FIIiIISM TO MITCM A.M ) DISCHARGE AND RETURN PLENUMS NOT TO SCALE • ■ERIF't OIYEMSIOII As REQUIRED TO MATCH AR P' NOLER FIAR ISHLD ANO CELTIC I'IE1riliiT. • • 1 •_ 5 - 2" j•-c 7• - TAO' VAN. 4• -10' Unit OiOP AIR HANDLER UNiT SCHEDULE FR & MOr.JEL II AFCf r, CO©LING SERviCED ; CAPACI Y 'MANE TWtO60P i 3F8 TRINES TWE060P13F9 • SMOKE DETECTOR TO SHUT Down UN I GRILLE AND DIFFUSE ifSCHEDULE . - -- - _ -- - - -- - Sryr 16A7R & MODEL I. SIZE CM MAT BORDER TYPE FINISH • ! TiTUS 127PRS TITUS #271RL STEEL 30.7A At RUN CONDITIONING EOU1 026 WHITE SEER WT LOW AVR AN1 Kii REVERENCE ti-2 PROVIDE' FACTORY CURB S"v T M► R & MODEL 1RA�� MDvEL TTF U60a1001A TRAkf_ MODE. 24 TIP 0600!OOA L 1 . CONDENSING UNiT 0 e 7 se os. 3/4 ESP .5S .55 SUPPLr gm 0 12' 2000 2000 fLA 5.4 5.4 SEE PLAN 60.000 STU SEE PLAN { 60.000 STU SUPPL'f . POWER Pt' • SMOKE DETECTOR TO SHUT DOWN UNIT UPON DETECTION & SEND SIGNAL T10 ARE AL ARM PANE? FOR i+.. - 8r AC-,Z. CONTROL SEQU THE AIR CONDiTIONiNC UNiTS SHALL DUTY 2. THE AIR CONDITIONING UNIT FAN WW:. CONTINUOUSLY. 3. UPON A CALL FOR COOLING. PROVIDE COOLING. THE S POINT. THE AIR CONOITIDNING COOLING. WHEN THE ORI3INA._ CONDITIONER SHALL 4. THE COOLING SET 7 7F ADJUSTABL E. NUKE 49' Ji11Ki CIA --� NOT TO SOME UPON DETECTION 30.7A • & 5END SIGNAL TO EXTERNAL Al A V PANf.1 voR Ar' 1 Jt AC -2. • •1 le la w >>� PLENUM DETAIL • ARP" DIMENSION AS REOt11RE0 TO MATCH Apt WAXER FIIRM'S7'ED MO caul' HECHT. ROA .. SUPPLY ;;t ±- POWER. PH H? " 15A ; SA , 2 1. USA I 1SA t 240 ..1 • 90 32e 4R• GUSSET - 16GA ARIOff .s fir NWT OR s STAR pis !TT TAB so • i/8 0.0. FLARE POP RNET la GA SHEET METAL REMARKS 12 0 ( PROVIDE OISCONNE C t 120 I PROVIDE DISCONNECT ENVIRONMENTAL CONTROL PANEL SCHEMATIC ECP NOT 10 !GALE it $27I ✓:•7, AP'F' QEsotI°IIOP f"� aAI1 R'it,1 :,ici r. o6A -- aIsl� t ;AL IXM& ' *1k ;)JC! t1WJ! ,pAr' i1AIjpi I C,IICF!JRY • RA.' Rr1:1RN ALIT li f.:SiER • EM ExMAuSi Alf fEOSTEfi S>I1i 5 SUPPLY REC' .11 YTk TALL' • IOU RO0r ILEtRiLr Y- • If i A• C - ? AU?OdAI roki li vt L AND VA %uA. VO Nr (*boot R s OEiL G.)Ai /A. i+ALM :�y:, i1MIP(1 1k I.K1OTT LOUVER I.) 0 3•� • , M• _LEGEND UC UNDE ...; i)(Jk i /4` 51A THERMOS;A' N Syi HW 9' RY- PA S Ash ii IS 14.41PillAWRi 515450 THERI4OSTAT SUBBASE $ARVAIR CONTROLLER I: :357 -;X j AF9 ucSCRiPTION �a DR7svi OIITEn(M'A SINK,• - sv ;____ I SOP:DIi 1 I . s Nat: • S/h' Si+EET META: SiS STANCES" Sifr. GC : GENERA nw i kAC'Oft EX!L'" T;i REMAI`. _ - • s c , EMUS;' 13 BE Di. MCA USHE0 i COU,IkA"n'n? ;VOA: j FIRE DIAPER ! - SM0: JULTCK �---- AIR HAN;)_ER TEC SCREW (3 PER 'SIDE) RETURN PLENUM 7 - CONCRETE FLOOR ■ 1/r 01A ANC , I ORS. 4 REQUIRED. SECTION AA_ NOT TO SCALD r O FACTORY MIRING El I 0 -- FEED WIRING 9Y MECH. COKTR. UNLESS OiHEWNISED NOM u�C REF PUMA: HOW!! Rf 'RIGERAP' ':ICT10K LONDtti CAM, Dal fro:J1: POIN► ui CORRECTION 1nk0A; tNSI It O :!SIE DIM! Av: UN SEPAJJATE PERMIT AND APPROVAL RENIRED NE - /111110111 ,■1■ 10545 WILLOWS ROAD NE, SUITE 100 REDMOND, WA. 98052 - PROJECT INFORMATION: FOSTER /BIRCH CREST • WA0647 -3 , -- 4030 S 140TH STREET TUKWILA, WA 98168 ,KING COUNTY CURRENT I$SUE DATE: `ISSUED FOR: CONSTRUCTION -REV.: =D ATE: D_SCR ON. PLANS PREPARED aY: NM II 1 1 I KDC • Architects - Engineers, P.C. 4630 200TH STREET SW. SUITE K LYN11FWOOD WA 98036 PHONE (425) 570 -8651 FAX: (425) 712 -0846 r CONSULTAN : RECENED CITY OF Tl1KWftA SEP 3 0 2003 • PERMIT CENTER RAWN BY : : 6JG - =L..CENSoRE r -SHE 7 T TITLE: = -=SHEET NUMBER: -- t• 09/29/2003 M =2 No- E ;PTT APV.: EJC MECHANICAL DETAILS & SCHEDULE REViSIION: 4 Y•= 117020 A;LA'.GAt OtC'�'�..A ^. :•;THEN RIND �OkN�' TtON 10 MET9Q WU BE CORFU 1 i u it . 0 * - , . . s •r • * IM NA ELECTRIC COOL. A , ' • ' A 7;. AN'; :r•• r.:1.7 .. •ASHMt; •JN LAWS•. RULES AN!) RE(iui* i1ONS • $I. .N5'. 'ALL •T4C ! t.E•CTRIC WARES & EOUIPMENT, AL.. LATEST ISSu' . Ate'.; w'''• :.1'E':!•`1: ATWJNS PER A S LW. B 231. E ..,en. LC.E.A. !.:+:. • AC'. t, .A. P -570. & . DC A! PRuv,O' A V. *ER SA`. $ I: , ICA' •..:LITY STANU'tiRDS ItA(x�N' ON SO OT UW}. I. FURNIS4ED C.K bOA'iG 11NI�E.RGROIII!ID COh " >.t l' .• SA.. E R4R403 f Qt `MN'': CHLORIDE C?Qt�DuIT: SCINEDtl4 i �t +. COW tltiUIN;; iL a AR 1! LE E5' WESTERN PLATT ICS W CARL.A?, MAkU.ACTATER. COUPLINGS Sr!ALL fi. SLIP -OP.. •.� %.VI.h! 5: A :.t.0 I PIP, SOW N% WLSIERN TYPE CtI & A TIN E WV', _ PV' DUCT AL: EENOS SHA, , 6:' 'TIDE SKIP 'n' # A J4 V•\ t !1.1 RADIUS All LJNDU11 tNDER �7OAD. ShAt. a• Rf.S. (Oh i-- ENCASED IN 6 -x'E' U COI�CRE'� DLC'IPANT�E CONDUIT USE C IIOOOR`) SMA. t. E. • .b1 i.. AND Foil) GALVANIZER SIEi: FOR UJ'DOQ1tS. COL:W.af1.C:, Alt 8E WA WELL AND C0109 SS101\ lY ; CA 1 '. I SCRtw 1 ITTINGF, A.R�' WO' PERM :TO t'tYN Au S;u0S• -UPS. , USE MIG.i. GALVAN•ZLO STL CONT. : INRi AND CAB! r IAl: al. (IS THE PIPE ANC SZE AS RECUIREta e" NEC 'HERi HOPE Wt i! N S u D _ I'•'L'S ALLONYM KOOK KOOK PULUNC !-LAND .BULL. AS IK_t 1. CONTRAC'OR SHALL OROrOE •TEST OF THE. GROUNDING SYSTa�/ 8v r.En1!�IEn TESTING AG: N1. PPiitfVlOE M10EPENDENt TEST R(Sut;s IQ 1lf P 3JEC' MANAGER FOR REVIEW GROUNDING SYSTEM RESISTANCE TO GROUND Sb4L. NO' EXCEED 5 0IM AL ABOVE. GRADE IKTa RIOR CROLND•N" :.3N•:E : :TORS Sly. 6E DOUBLE -LUG COLORE35I0N TYPE. A.: r;_:OIM : itADE AN) ExPOSED EXTERIDA 9 OROUNDINC CONN!CN+O�tS 10 PFRMAN%N; EQUIPMENT AND FIXED CONN:CTION_ TO HE O PROJECT MANIC: R. ALL aoL t MM :HERS AND NUTS USEG ON GROADiNG CONK :� ADIS S("ML! 6E STAINLESS STEEL. Al Alt. Ex:ER•0R GROAT MS S++AL: tai COATED WITH ANTI- CT3RR0911E AGENT SUCH AS LPS -3 OR 4�. PER NOT! 6 ABGV . AL! JUNCTION AND OuTLri 8Ox_ TO & LABELED WITH KROY TAPE. OR EQUA_. DESIt�IA SING ALL CIRCJIT NUMBERS COI CAIN! . W EACH BOX 9 VERIFY OPERATION Cl SJn ; ARRESTOR AFTER SHELTU IS EII�Rd1ED ':. CONTRACTS SMALL IIATI v%-: SITE StIIIVEY TO LOCATE E1dSTING UNDERGROUND , JTIUTd:S. MMEREVt'"R POTENIN! CONFLICTS/ INTERFERENCES EXIST. HAND EXCAVATE TO moo DAMAv1 CONTACT ALL UTILITIES TO LOCATE LJk >'i.,iiOu N0 PIPING IN MaHL!C Row. U. VERIFY !HA' A.'." OF 4r. .,:..'TY DOES NOT EXCEED THE A.I.C. RATING OF THE PROVIDED EQUINIEN' SHELTER PACKAGE. IF ONEP 10(AIC PROVIDE fUSi&E SERV1: i Ek1RIWC 17RT:,H AND CONFinI� 101MEFcwG OF AIC TO ACCEPTAi,L : LEVELS • , -Ht.,- T•-- X ` a. ..�...._ t, ow... "' mow.. ...ma. I - " 4 '- i • . •.• � ~� EY.:� :t4.tG I /.E PE - ( I • - , , 1+^- .r•-- -,. _ - . •, Y - ‘,._,,I4 "' �•• ZONING FOR I AL ZONING St,l6k:'. 1 _ . SCL RJOM - -y ` ; } - I I E • . , . PROPOSED CEILING MOUNTED POWER ROUTE illa 9 ........_,,,..,, • • ___ _ '; ® __ Qi 0 w .. - ,:, _ � . f ,, SLIhAS A/C C PROPOSED MITSUBISHI SLIMS CONDENSING UNITS ON CONCRETE SLAB It (FANS FACING BUILDING) , PROPOSED NEXTEL 1 l 1 ANTENNAS WITHIN 30 - v RI TRANSPARENT SHROUD CEh'ER \ R,, • w . • "• -. •. . - , •r ,..K . - .r....,. ' ' ! " 1 ' E 01'9 PROPOSED 200 AM P PANEL. I I f II i ��� I II • • l9 I ,• ErSTIN.. TE LCD '�`� BACKBOARD E \ �__ d .,► l9 PROPOSED NEXTEL EQUMENT EX E ,� PROPOSED U.C. TELCO ROUTE B ----_� ` PROPOSED U.G. PROPOSED TKD �- �LLWA� L-- LAUNOrARY R001A � ` T T -..t ! :•; • � r ;ELco ROUE ---= - �--- = - :,. g . - .. � :�' f , - I I r- Ah. AL IN (gar .� "'- • -- - --. ... .._ . • 1-• • w ---- I t ' • +,) • L---- CAUTION ! [E] CTILTIY :OLE W/ CALL BEFORE YOUDh BLAU) LAL1TIES Ex.:" 1N THE AREA ANC V ftl ►''� 1MrORVA ;ION SHOWN IAA NO7 F:: COltr -LE. CON THE OW - CA_. V 1v - OCATE SERVICE A M114904JAA a . � s PRIOR TO CONSTRUCT!a► o TE�,��NA: 1.- ` �• _-•� • •-- • [11 O.H. ONES I ♦'• I I 7 -800- 424 -5555 1 =- 1 I ELECTRICAL NOTES SCALE: N.T.S 2 PARTIAL EXTERIOR SITE PLAN • c' a F' t 6' SCALE: 3 I PARTIAL INTERIOR SITE PLAN 5� 1 SCALE: _ _ _ _ : 1,S._,._0. "(V 1 „ 8 - _ -0 - .. EQUIPMENT ROOD INTERIOR 1 EXISTING BUILDING EXTERIOR WALL Ill Y TELEPHONE A FEEDER SCHEDULE PANELBOARD INSTALLED D er C-) :a., f A. MCC - ,a; - Cj - i4I ish,L ;1 13/b t 1160 r C FUGER MUST MN MELD Fin 0 lF Q , 3 I3/0 & INC) r c C7 (216 & 31100 1* t DISCONNECT SWITCH' GENERATOR RECEPTACLE r PROVIDEO AND INSTALLED / BY CONTRACTOR. PROVIDED MD x CONTRACTOR r P' 273 - - - MO A. 144k -- WAKEN FULL AL ‘,1104. an *AZ 7 ULL MOUND BUS ISOM *WERE PANEL WM =WI SWING • PANEL IIWIC AC DMA MUMS PANEL 1.0001114: SWAGE WC: IVIIICIAMAWn .1 WM ~MI EA/ nIAMPAR WAIII MOM `' SERVICE DISCONNECT SWITCH .. - - �' L--I E ELECTRiC'a.L SERVICE CONDUPT RUN OvERHEAD CD C ONTRACTOR TO WEATHER SEAL NEW PENETRATIONS ..--- G GROUNDING CONDUCTOR SMOKE DETECTOR N. ELECTRICAL METER DOOR J ANE ) A 20 KB DUPLEX RECEPTACLE 150, 125V X R PT 150 125V IMP ® GENERATOR RECEPTACLE 9 DUPLE ECE ACL J ` PD POwrR nat. RELAY DAYTON d3x: POWcR FAIL REUY °iP0'VIO INSTALLED BY CONTRACTOR. r --. WITH GROUND ERUCT PNTERRUPTER OUD RECEPTACLE 15A. 125V EARTH GROUNDING i llai : " , • --- : Mel / , 4 r . :ir1ul /5 s- �ou0 ALIT ? l llia [ AWL LAC MI[ I101IMIC L1o»><IIa antiesAw wow !AK lIIR !'RILE E hi; • 5/r 0 x S'-o• L. COPPER -CLAD GRD ROD r TtRAPr15FOR1AEp ® ,. CilEmICAL GROUND ROO (xll l_ ■ WELDED GROUNDING CONNECTION r 71 0 MECHANICAL GROUNDING CONNECTION I • CURRENT TRANSFORMER L... J . ` 'u GROUND BAR O , �- �F--- C�CM. BREAKER KEYLESS PORCELAIN n run MITI 20/ DC LAMP � I' X 2' FLu oAE SCEN't uG INC rectum( IA LLCM MOTOR _ -t J MANUAL TRANSFER 9NIfTt:M ORMO STAR RELAY 1 SWITCH 20A-1P. 12,V ELECTRICAL PANEL -10 �,T� L PI�IE PAOTEGTIOhN S EP A R A TE .pERm . ' ••• 1 T AND , ! ., 0 A _ � �' UIRED ., 71 J1 3eC 770 sac , WPM XFX 11 , / 2 70 le / 1 / , 1 20 / 1 a: 1 1 70 / : we .r w .v w .• R R R 2 2 R r RRRRRR l� 11 Ili 27 • 3 A x si • 33 A 311 15 • 31I 37 A 311 41 4 • r4 A•+•!t' , , 7• / s , 1 / 1 7S , , s / 1 7• / 1 2• / 1 w► A N.. • h ft- ........................................... R A *2* * 4444444R N TO. m 751 •o NM!! 112EIEP8 , F RN -R 2P MO • , CON TRACTOR SP/ALL PRO NEW FEEDR CONNECTION Al NEW BUS TAP A. U E1STMIC © SERVICE 0ISCONNEC1 SNITCH. r •--- i---. -1---z. r - �. -�--�: -v +• - -- == Mt J. = 5,1 a! X ►, s :.f MR I 1 I Q Q i 's! 1 t 1 d:[ . I I I I` ' e I ti► ! -J I ►� I s I' Q. I I I :1» .,Dian WA Ni1.N �"`�R„ Ea I I i 1 i J I .. L �- mbsop I / I I . .�. _. L _ 6001e /P I L I _ La I 1 _..• L. J ! 1 . L.J w. FLITTING 120/240V 1xC JN 600A CENTER LOCJITEG IN EXISTNNG INCNADEICENT � • 1 • 1 �1t• MIDI ntIONERCOl7 : a 4w • S • I.0 • , flag• 1.X ow. - : DPIACLEs r • T KI( •e .w• 1 0 *• LI•1aas• I• OW _ go ION • • AN I� ow • LTD• • 3 • 1 25 -11 AA RMt , . x• ..••• . �IIIIIIOUI II ENV . �..� . , -.� X4.5 2 • • I.5 • +oN ER 11w • NM 1 0843. 14.3 IRO L I L.© EXISTMC 12C/?40v METER CENTER =ATM •- t _ t I .. _. L. 12C J III 60GA .N LIMING :� (I�TRR1Jll ROOM 1'O EXISTING SERVICE -b ONTRANCE CONNECTION Y "e-- tLEXCTRICROOM TO £XISTNG SERVICE p(TRANCE CO1•NECT • • iii • • • t.• w• POIRrt aAdIICt eat TPANEL SCHEDULE SCALE rut.s. ONE -LINE DIAGRAM - SCALE: N TS J • 6 ELECTRICAL SYMBOLS NTs .. _ +. • .- r .. r ri !r , �� 410 al_ `I NE MIMI MINI 10545 WILLOWS ROAD NE, SUITE 100 REDMOND, WA. 98052 = PROJECT INFORMATION: • FOSTER /BIRCH CREST WA0647 -3 4020 - 4030 S 140TH STREET TUKWILA, WA 98168 KING COUNTY CURRENT ISSUE DATE: =ISSU FOR: CONSTRUCTION :REV.: =DATE: -PLANS PREPARED BY: M MAI I. • Nu • I III• I ' .. KDC = CONSULTANT: RECEIVED rtrTY OF n Arivrtft SEP 3 0 2003 PERMIT CENTER DRAWN BY: CHK.: BJC JMG EJC =SHEET TITLE I ELECTRICAL SITE PLAN, NOTES, AND DETAILS LICENSUR -SHEET NUMBER E-1 4 117020 V 09/29/2003 I �J ; \EATE 0 RIP T ION: Architects - Engineers. P.C. 4630 200TH STREET SW. SUITE K LYNNTi WA 98036 PHONE: (425) 670 -8651 FAX: (425) 712 -0846 APV .: REVISION: Y:=• N• • r.11011t -J'.a 0:.^./28/2003 PRE -20 S� _:-N 05/30/2003 SSut[t ' ZONING SUBM; A 09/05/2003 ZONING FOR I AL ZONING St,l6k:'. : _� I 09/26/2003 i :�Utl1 tUR ; p REVIEW RD A 09/29/2003 CONSTRUCTION -.lG +. • .- r .. r ri !r , �� 410 al_ `I NE MIMI MINI 10545 WILLOWS ROAD NE, SUITE 100 REDMOND, WA. 98052 = PROJECT INFORMATION: • FOSTER /BIRCH CREST WA0647 -3 4020 - 4030 S 140TH STREET TUKWILA, WA 98168 KING COUNTY CURRENT ISSUE DATE: =ISSU FOR: CONSTRUCTION :REV.: =DATE: -PLANS PREPARED BY: M MAI I. • Nu • I III• I ' .. KDC = CONSULTANT: RECEIVED rtrTY OF n Arivrtft SEP 3 0 2003 PERMIT CENTER DRAWN BY: CHK.: BJC JMG EJC =SHEET TITLE I ELECTRICAL SITE PLAN, NOTES, AND DETAILS LICENSUR -SHEET NUMBER E-1 4 117020 V 09/29/2003 I �J ; \EATE 0 RIP T ION: Architects - Engineers. P.C. 4630 200TH STREET SW. SUITE K LYNNTi WA 98036 PHONE: (425) 670 -8651 FAX: (425) 712 -0846 APV .: REVISION: Y:=• N• • r.11011t -J'.a I a 6 • g . 2 n < 14' l6 17� 18, POWER PLAN KEYED NOTES CO RACTOR Ski. PROVIDE 12" • 1 7 ' >A 5` JUNCTION 80X MOUNTED TO UNISTRUT RACK SUSPENDED FFM' STRUCTURE AFC'/ E FOR POW R CONNECTOOR. TO RECTIFIERS. CONTRACTOR SHAL;. PRDVID!' (2; 1" LIOUID 111E DOWN lU I: LOUR *t - 1 '6 EXTRA CONDUCTOR LENGTH. ATTACH ; ft. X CONDUIT TO RA ^.K. ROUTE TO PANEL Any CIRCUITS INUICA =ED WITH 6/10 & 3/12G - 1"C. Sufi^'- ARRESTOR AAOLJP LO 'r.'': RtOR TO PAN :Tt A. PROVIDE 2/22 INSULA 0 ( :O'4Dl1CTOA:: f ROM REMOTE CONTACTS IN SURGE Ai!RESTOR TO: CELL Sat. ALARM CONTACTS Al TELEPHONE r€ wt A EiAc.* oARD. SEE DETAIL 5/E -3. . NEW 20(" 120/20Fv 31I 4W PAN LpOARD PROVIDED Pv CONTRACTOR. SEE PANE.: SCHEDULE THIS DRAWING'. . CONTRACTOR SHALL PROVIDE: (2) r$C)Ni - YWELL fl631A1006 THERMOSTATS FOR HIGH ANn LOIN 'Ea /IP •RATUR£ ALARMS. PROVIDE 4/27 INSULATED CONDUCTORS FROM CONTACTS IN THERMOSTAT 10 CELL SITE ALARM CONTACTS A7 TELEPHONE TERMINI,, BACKBOARD. CONTRACTOR SHALL PROVIDE 12(w SMOKE DETECTOR WITH AU Y': NARY CON T AC' GEN •.'E X P •-112OF -uuL, S -1671. ROUTE 2f77' FROM AUX.LIARY CON1ACi 10 CELL SITE ALARV CONTACTS A' itIrLEPHONt TEKMINA! BACKBOARD EXTERNt•: . ANSI • ALAI/ t-1 IS rROV1DED L INL:ALLLD a CONTRACTOR. CONTRACTOR SHALL PROVIOf 1 - 1/2' CONOt1f1 fROM AL/IRW PAN :, 10 NEAREST CACnE LADDER. Ed. S►iAL:. RA ( 2 172 MC -1/2' CONDUIT FROM ALARM PANEL TO EACH OF TOL i.C! : TWIN:, ITEMS ' U :t_..SS OTHERWISE NOTED ;. SMOKEJHEA' DET£CiO4. 4. HOT TEMPERATURE THERMOSTAT. 7. POWER FAIR.URr REV..YS 2. SURGE ARR STOP ALARM CONTACTS. 5. LOPE TEMPERATURE 11IERMOSIAT. E DC POWER FAIiuRE RA Y' 3. MAGNETIC, ;,BOOR ALARM CONTACTS. 6. RECTIFIER ALARM CONTRACTOR SMALL PROVIDE AND INSTAL CABI-F REEL ,MOUNTED TO CABLE TRAY. PROVIDE APPLETON #R-519G WITH GFCI RECEPTACLE AND /RE - -PSE1- i BA:, STOP OR EQUAL. e' /� CONTRACTOR SHALL PROVIDE AND INSTALL MG PIECE DOOR ALARM SENTROL !10E5TWP . ROUTE 2'22 FROM ` AUXILIARY CONTACT 10 CELL SITE ALARM CONTACTS AT TELEPHONE TERMINAL BACKBOARD. SEE DETAIL /E - CONTRACTOR SHALL. PROVfOE NEW 200A /2P BREAKER TO MATCH EXISTING 400A CUTLER HAvMER PANE_BOARD. ROUTE RACEWAY SURFACE MOUNTED TO EXISTING CEILING TO NEW PANEL A PATCH AND Ri.PAIR WAL. AT E,XISTIN'• PANEL 4A. ENVIRONmE'NTAL CONTROLS: HIGH & LOW TEMPERATURE ALARMS MTD. ON WALL RUN SIGNAL. WIRE. TO EXTERNAL ALARM PANEL. SEE NOTE 6 TELEPHONE TERMINAL BACKBOARD: 4 :/4' FIRE RETARDANT PLYWOOD. CONTRACTOR TO PROVIDE ATS PROPOSED GENERATOR RECEPTACLE AT t.lAiN LEVEE EXACT LOCATION WITH Er..M.DING OWNER VERTICAL CONDUIT PAINTED TO MATCH CtlAC RECEPTACLE 15A. 2P. 3W INSTALL NOT WRING (2112 & 1I120) 1/T C FOR CONVENIENCE RECEPTACLES. AMR CONDITIONER LIMT. Kra TO V.ECHAKCA! DRAWINGS FOR SCHEDULE. INSTALL NEW WIRING (2/6 & /TOG) 3/4C FOR AC UNITS DISCONNECT SMIITCH 604.-2P. &R F;)SED. 240v NEIAA Sit POWER PLAN GROUNDING PLAN KEYED NOTES IAA.; • Wf \NIvU LAP( I .. 1.; i,: WAVEGNIOf ENTRY AT EXISTING CEILING. SLL DI IA. . /t -•2 FOR GROUND AR CONSTRUCTION AND 6/E J FOR GROUND CONN: f :ItONS. . PROVIDE #2 GREEN INSULATED COPPER COI-_:'):JCTOR FOR 0.1i RIOR GROUND RING. A' 1ACH TO WA :.L WITH HARGER CATI•; OG PNSC .'OC WALL MOUNTED STAND Orr CLAMP SUPPORT CONDUCTOR WT STA''.L) OFF AT 4 FEET ON CENTER. IQCATE 7 -6" ABOVE FINISH FLOOR SEE .'Dt.TAL I/t -3 AND • 7/E -3. •C> XtT GROUND ROD. CONNECT IN 2 PLACES. SEE DETAIL 4 /E- 3 E NOTE: GROUNDING TO TIE INTO EXISTING CABLE TRAY MIN. 6 PLACES ROUNDING PLAN a k.L: .ai = CONTRACTOR SHALE PROVIDE Pl W GROUND B! MLuNYEC AT NEW TELEPHONE TERMINAL. PROVIDE 46 GREEN IV.',ULATLD CONDUCT:R FROM . TELEEPHON:. GROUND BAR 10 VASTER GROUNC ,BAR. CONTRACTOR SHAD PROVIDE r' GREEN w.:ILAT COPPER CONDUCTOR CRIME' CONNECTED TO EXISTING INTERIOR :,k3ur` Ri FOR N' VI EQUIPMi Ni CONNECTIONS. ATTACH GROUND CONDUCTOR TO NEW ..ABLE PROVIDE f€ COPPER INSULATED STRANDED COt:UJCTOR ;RcoM CRIMLFD LUG 'CONNECTOR AT INTERIOR GROUND RING TO !WC HOLE. CRim ; AALC'I•iANICAL WC Al NEW ftLECOAAMUNICAIIONS EUUIpk[NT. PROVIDE #6 COPPER INSULATED STRAND£C CONDUCTOR FROM CRiti'''r :: LUC CONNECTOR AT INTERIOR GROUND RING 10 IWG HOLE CRIMP: CJ VIE:.,1ANICAt LUG AT NEW CABLE TRAY. SEE DETAIL 3/E - FOR CARL TRAM BONDING CONDUCTOR BETWEEN SECTIONS OF GABLE TIIiA' Q PROVIDE IC COPPER INSULATED STRANDED CONDUCTOR WITH CRIMPED WW CHANICAL CONNECTOR AT EXISTING INTERIOR GROW) itiNC 10 MECHANICAL CONNECTION AT NEW AC UNIT. . C, CONTRACTOR SHALL PROVIDE 1b6 CU GREEN INSULATED CONDUCTOR rROM PANELBOARD ENCLOSURE 10 INTERIOR GROUND RING PROVIDE X16 COPPER INSULATED STRANDED CONDUCTOR FPOM CRIMPED LUG CONNECTOR AT INTERIOR GROUND RING TO MECHANICAL CONNLCTION AT NEW METAL DOOR FRAME. CONTRACTOR TG ADD WUNDIKG STRAP TO NEW METAL DOOR. LIGHTING PLAN KEYED NOTES L a n i IN • *maw . ariAt. L D: L . A i l y q W ■ t 1 + + n , V W, t\ , 4.4.01. NO% i A • L o.it. v . PROVIDE KEY_E;' PORCELAIN FIXTURE w/ 24V DC LAM' FOP UM' KGENCY . IQHTING rreP. or 6). CONNECT TO 24v DC Kit :•• .ER / CIRousj BREAK ' "R AND PROVO'. Doak 50 1riA. LIGHTING rixrUR£ NORMAL' N" ,fI@ 1.4'' TECHNICIAN DURING POWF is OUTAGE: OWL`•° SURFAL. MOUN PROVIDE ION ZATIOI'. SMOKE /HEAT DETECTOR FIRE-LINE 12OVAC OR EO.i'VA :: NT. MG.jN1 TO STRUCTURE ABOVE CEILING GRID. ROWE ALARM CONTACTS TO ALARI,/ ;-ANF'.. RoJ'F AUX.! .AP' DONTA''TS TU A.C. OMITS fait UNIT SHUT DOWN CONTRA;. ,0R SHALL PROVIDE UTHONIti A :ALoc n' 13232' 2 DrS 4 FOO' FLUORESCCN' WitAPAR;)UND LUM'NA +~!E WITH ACRYLIC LENS SUri ALE MOJN1 LL AINAIRL iO EX'S ;LNG GYP BOARD COLIIN: I GROUNDING GENERAL NOTES 1. AL: OE IAI_S ARE SHOWN IN GENERA; TERMS. ACTUAL GROUNDING INSTALLATION AND 1 CON: 'RUCTION MAY VARY DUE TO SITE SPECIFIC 2. ALl GROUND:NG CONDUCTORS SHALL bL SOLID TINNED COPPER. UN_rSS NTriERW!SE NOTED 3. GROUND SYSTEM MuST BE TESTED BY CONTRACTOR AN() SHAL:. HAVE A RESISTANCE OF 5 OHM` OR LESS SUBMIT AN INDEPENDENT 1ESTIN^ REPORT. 4. A:t to DERCROUNfO CROUNDINC SYSTEMS CONNECTIONS SHALL BE EXOTHERMICALLY Wi_:3ED. 5. HM: EQUIPMENT TO BE GROUNDED BY FEEDER GROUND WtRC 03 -30 E EPA ?ATE PERMIT AND LIGHTING PLAN APPROVAL PEQUIRED 10545 WILLOWS ROAD NE, SUITE 100 REDMOND, WA. 98052 =PROJECT INFORMATION: FOSTER /BIRCH CREST WA0647-3 4020 - 4030 S 140TH STREET TUKWILA, WA 98168 KING COUNTY C'l1RRENT ISSUE DATE: = ISSUED FOR: 09/29/2003 .CONSTRUCTION V.:= AT DESCRIPTIO -PLANS PREPARED By 1111•1110 1111•11 a Architects - Engineers, P.C. 4630 200TH STREET SW, SUITE K LYNIM000. MIA 98036 PHONE. (425) 670 -8651 FAX: (425) 712 -0846 CONSULTANT RECEIVIEO .,..TTy OF TUKWILA SEP 3 0 1003 tiE+ MIT CENTER "QRAWN BY: — CHK.: B.J G -- LICCNSURE• =SHEET TITLE: =SHEET NUMBER: JMG -_ - N X = APV .: EJC POWER, LIGHTING AND GROUNDING PLAN REVISION: . J E -2 4 • 117020 cS /28,• isuED FOR r LCN /\ \ J5/3r./2003 ,' rSUEIMIrAL CMG A 38/05/2003 . 'SUED SU ONtNC SUBMI - TAL FOR Si to z 09/26/2003 09/2 ,�uCU REVIEW � 0 REVIEW IRE) 09/29/200: ST =tT .,ONSTRUCTION BJG i I a 6 • g . 2 n < 14' l6 17� 18, POWER PLAN KEYED NOTES CO RACTOR Ski. PROVIDE 12" • 1 7 ' >A 5` JUNCTION 80X MOUNTED TO UNISTRUT RACK SUSPENDED FFM' STRUCTURE AFC'/ E FOR POW R CONNECTOOR. TO RECTIFIERS. CONTRACTOR SHAL;. PRDVID!' (2; 1" LIOUID 111E DOWN lU I: LOUR *t - 1 '6 EXTRA CONDUCTOR LENGTH. ATTACH ; ft. X CONDUIT TO RA ^.K. ROUTE TO PANEL Any CIRCUITS INUICA =ED WITH 6/10 & 3/12G - 1"C. Sufi^'- ARRESTOR AAOLJP LO 'r.'': RtOR TO PAN :Tt A. PROVIDE 2/22 INSULA 0 ( :O'4Dl1CTOA:: f ROM REMOTE CONTACTS IN SURGE Ai!RESTOR TO: CELL Sat. ALARM CONTACTS Al TELEPHONE r€ wt A EiAc.* oARD. SEE DETAIL 5/E -3. . NEW 20(" 120/20Fv 31I 4W PAN LpOARD PROVIDED Pv CONTRACTOR. SEE PANE.: SCHEDULE THIS DRAWING'. . CONTRACTOR SHALL PROVIDE: (2) r$C)Ni - YWELL fl631A1006 THERMOSTATS FOR HIGH ANn LOIN 'Ea /IP •RATUR£ ALARMS. PROVIDE 4/27 INSULATED CONDUCTORS FROM CONTACTS IN THERMOSTAT 10 CELL SITE ALARM CONTACTS A7 TELEPHONE TERMINI,, BACKBOARD. CONTRACTOR SHALL PROVIDE 12(w SMOKE DETECTOR WITH AU Y': NARY CON T AC' GEN •.'E X P •-112OF -uuL, S -1671. ROUTE 2f77' FROM AUX.LIARY CON1ACi 10 CELL SITE ALARV CONTACTS A' itIrLEPHONt TEKMINA! BACKBOARD EXTERNt•: . ANSI • ALAI/ t-1 IS rROV1DED L INL:ALLLD a CONTRACTOR. CONTRACTOR SHALL PROVIOf 1 - 1/2' CONOt1f1 fROM AL/IRW PAN :, 10 NEAREST CACnE LADDER. Ed. S►iAL:. RA ( 2 172 MC -1/2' CONDUIT FROM ALARM PANEL TO EACH OF TOL i.C! : TWIN:, ITEMS ' U :t_..SS OTHERWISE NOTED ;. SMOKEJHEA' DET£CiO4. 4. HOT TEMPERATURE THERMOSTAT. 7. POWER FAIR.URr REV..YS 2. SURGE ARR STOP ALARM CONTACTS. 5. LOPE TEMPERATURE 11IERMOSIAT. E DC POWER FAIiuRE RA Y' 3. MAGNETIC, ;,BOOR ALARM CONTACTS. 6. RECTIFIER ALARM CONTRACTOR SMALL PROVIDE AND INSTAL CABI-F REEL ,MOUNTED TO CABLE TRAY. PROVIDE APPLETON #R-519G WITH GFCI RECEPTACLE AND /RE - -PSE1- i BA:, STOP OR EQUAL. e' /� CONTRACTOR SHALL PROVIDE AND INSTALL MG PIECE DOOR ALARM SENTROL !10E5TWP . ROUTE 2'22 FROM ` AUXILIARY CONTACT 10 CELL SITE ALARM CONTACTS AT TELEPHONE TERMINAL BACKBOARD. SEE DETAIL /E - CONTRACTOR SHALL. PROVfOE NEW 200A /2P BREAKER TO MATCH EXISTING 400A CUTLER HAvMER PANE_BOARD. ROUTE RACEWAY SURFACE MOUNTED TO EXISTING CEILING TO NEW PANEL A PATCH AND Ri.PAIR WAL. AT E,XISTIN'• PANEL 4A. ENVIRONmE'NTAL CONTROLS: HIGH & LOW TEMPERATURE ALARMS MTD. ON WALL RUN SIGNAL. WIRE. TO EXTERNAL ALARM PANEL. SEE NOTE 6 TELEPHONE TERMINAL BACKBOARD: 4 :/4' FIRE RETARDANT PLYWOOD. CONTRACTOR TO PROVIDE ATS PROPOSED GENERATOR RECEPTACLE AT t.lAiN LEVEE EXACT LOCATION WITH Er..M.DING OWNER VERTICAL CONDUIT PAINTED TO MATCH CtlAC RECEPTACLE 15A. 2P. 3W INSTALL NOT WRING (2112 & 1I120) 1/T C FOR CONVENIENCE RECEPTACLES. AMR CONDITIONER LIMT. Kra TO V.ECHAKCA! DRAWINGS FOR SCHEDULE. INSTALL NEW WIRING (2/6 & /TOG) 3/4C FOR AC UNITS DISCONNECT SMIITCH 604.-2P. &R F;)SED. 240v NEIAA Sit POWER PLAN GROUNDING PLAN KEYED NOTES IAA.; • Wf \NIvU LAP( I .. 1.; i,: WAVEGNIOf ENTRY AT EXISTING CEILING. SLL DI IA. . /t -•2 FOR GROUND AR CONSTRUCTION AND 6/E J FOR GROUND CONN: f :ItONS. . PROVIDE #2 GREEN INSULATED COPPER COI-_:'):JCTOR FOR 0.1i RIOR GROUND RING. A' 1ACH TO WA :.L WITH HARGER CATI•; OG PNSC .'OC WALL MOUNTED STAND Orr CLAMP SUPPORT CONDUCTOR WT STA''.L) OFF AT 4 FEET ON CENTER. IQCATE 7 -6" ABOVE FINISH FLOOR SEE .'Dt.TAL I/t -3 AND • 7/E -3. •C> XtT GROUND ROD. CONNECT IN 2 PLACES. SEE DETAIL 4 /E- 3 E NOTE: GROUNDING TO TIE INTO EXISTING CABLE TRAY MIN. 6 PLACES ROUNDING PLAN a k.L: .ai = CONTRACTOR SHALE PROVIDE Pl W GROUND B! MLuNYEC AT NEW TELEPHONE TERMINAL. PROVIDE 46 GREEN IV.',ULATLD CONDUCT:R FROM . TELEEPHON:. GROUND BAR 10 VASTER GROUNC ,BAR. CONTRACTOR SHAD PROVIDE r' GREEN w.:ILAT COPPER CONDUCTOR CRIME' CONNECTED TO EXISTING INTERIOR :,k3ur` Ri FOR N' VI EQUIPMi Ni CONNECTIONS. ATTACH GROUND CONDUCTOR TO NEW ..ABLE PROVIDE f€ COPPER INSULATED STRANDED COt:UJCTOR ;RcoM CRIMLFD LUG 'CONNECTOR AT INTERIOR GROUND RING TO !WC HOLE. CRim ; AALC'I•iANICAL WC Al NEW ftLECOAAMUNICAIIONS EUUIpk[NT. PROVIDE #6 COPPER INSULATED STRAND£C CONDUCTOR FROM CRiti'''r :: LUC CONNECTOR AT INTERIOR GROUND RING 10 IWG HOLE CRIMP: CJ VIE:.,1ANICAt LUG AT NEW CABLE TRAY. SEE DETAIL 3/E - FOR CARL TRAM BONDING CONDUCTOR BETWEEN SECTIONS OF GABLE TIIiA' Q PROVIDE IC COPPER INSULATED STRANDED CONDUCTOR WITH CRIMPED WW CHANICAL CONNECTOR AT EXISTING INTERIOR GROW) itiNC 10 MECHANICAL CONNECTION AT NEW AC UNIT. . C, CONTRACTOR SHALL PROVIDE 1b6 CU GREEN INSULATED CONDUCTOR rROM PANELBOARD ENCLOSURE 10 INTERIOR GROUND RING PROVIDE X16 COPPER INSULATED STRANDED CONDUCTOR FPOM CRIMPED LUG CONNECTOR AT INTERIOR GROUND RING TO MECHANICAL CONNLCTION AT NEW METAL DOOR FRAME. CONTRACTOR TG ADD WUNDIKG STRAP TO NEW METAL DOOR. LIGHTING PLAN KEYED NOTES L a n i IN • *maw . ariAt. L D: L . A i l y q W ■ t 1 + + n , V W, t\ , 4.4.01. NO% i A • L o.it. v . PROVIDE KEY_E;' PORCELAIN FIXTURE w/ 24V DC LAM' FOP UM' KGENCY . IQHTING rreP. or 6). CONNECT TO 24v DC Kit :•• .ER / CIRousj BREAK ' "R AND PROVO'. Doak 50 1riA. LIGHTING rixrUR£ NORMAL' N" ,fI@ 1.4'' TECHNICIAN DURING POWF is OUTAGE: OWL`•° SURFAL. MOUN PROVIDE ION ZATIOI'. SMOKE /HEAT DETECTOR FIRE-LINE 12OVAC OR EO.i'VA :: NT. MG.jN1 TO STRUCTURE ABOVE CEILING GRID. ROWE ALARM CONTACTS TO ALARI,/ ;-ANF'.. RoJ'F AUX.! .AP' DONTA''TS TU A.C. OMITS fait UNIT SHUT DOWN CONTRA;. ,0R SHALL PROVIDE UTHONIti A :ALoc n' 13232' 2 DrS 4 FOO' FLUORESCCN' WitAPAR;)UND LUM'NA +~!E WITH ACRYLIC LENS SUri ALE MOJN1 LL AINAIRL iO EX'S ;LNG GYP BOARD COLIIN: I GROUNDING GENERAL NOTES 1. AL: OE IAI_S ARE SHOWN IN GENERA; TERMS. ACTUAL GROUNDING INSTALLATION AND 1 CON: 'RUCTION MAY VARY DUE TO SITE SPECIFIC 2. ALl GROUND:NG CONDUCTORS SHALL bL SOLID TINNED COPPER. UN_rSS NTriERW!SE NOTED 3. GROUND SYSTEM MuST BE TESTED BY CONTRACTOR AN() SHAL:. HAVE A RESISTANCE OF 5 OHM` OR LESS SUBMIT AN INDEPENDENT 1ESTIN^ REPORT. 4. A:t to DERCROUNfO CROUNDINC SYSTEMS CONNECTIONS SHALL BE EXOTHERMICALLY Wi_:3ED. 5. HM: EQUIPMENT TO BE GROUNDED BY FEEDER GROUND WtRC 03 -30 E EPA ?ATE PERMIT AND LIGHTING PLAN APPROVAL PEQUIRED 10545 WILLOWS ROAD NE, SUITE 100 REDMOND, WA. 98052 =PROJECT INFORMATION: FOSTER /BIRCH CREST WA0647-3 4020 - 4030 S 140TH STREET TUKWILA, WA 98168 KING COUNTY C'l1RRENT ISSUE DATE: = ISSUED FOR: 09/29/2003 .CONSTRUCTION V.:= AT DESCRIPTIO -PLANS PREPARED By 1111•1110 1111•11 a Architects - Engineers, P.C. 4630 200TH STREET SW, SUITE K LYNIM000. MIA 98036 PHONE. (425) 670 -8651 FAX: (425) 712 -0846 CONSULTANT RECEIVIEO .,..TTy OF TUKWILA SEP 3 0 1003 tiE+ MIT CENTER "QRAWN BY: — CHK.: B.J G -- LICCNSURE• =SHEET TITLE: =SHEET NUMBER: JMG -_ - N X = APV .: EJC POWER, LIGHTING AND GROUNDING PLAN REVISION: . J E -2 4 • 117020 5 CONNECTION INSTALLED M NEXTEL. FLOOR 1 1 1 3. TYP. :] CDIIAPRESS10N -� CONNECTOR TTY'.) sUPPITSToa RADIUS BEND t' -O" g USED EV ERv 7% n" MIN$*( ( r'P ) FOR HAT; D V HORIZON[AL NONDIRECTIONAL SPLICE FOR CONNECTING aUPPL ILNTARRY SUS TQ _I-4,-,..c) SITE PHONE (N I•C3 STANDOFF - . TYP ISOMETRIC VIEW OF VERTICAL_ NONDIRECTIONAL SPLICE CORNER INSTALLATION HALO SPLICE DETAIL TELCO SURGE ARRESTOR (N.I.C.) SUPPLIED BY OWNER INSTALLED BY CONTRACT TELCO INTERFACE OLOCIr (161 TELCO INPUT BZ''^K ('667 H TEMP LOW TEMP ALARV4 ma mot `-- ;F,LCO WARD MOUND BUS 5 I TELCO GROUNDING NYLON MIRE TIE INSULATED GROUNDING CONDUCTOR MOUNTING BASE FOR LASHING TIE T & B N T C5355 OR EQUAL 1I:• AWC W Gk:LAI. (iYP.) 17k: ilighlie••••\ THIS WALL ANCHOR SHALL BE USED FOR CONDUCTORS NOT IN CONDUIT. THE CONDUCTORS SMALL BE SUPPORTED ON 2' -0" CENTERS. 7 HALO GROUNDING - (2) T -STAR d' t 4' X 3/4' A.C. PAID -PRIMED NM PMINTEC WHAT( (PATE TREATED FOR TEN i NPRaIEMENI GR+OUNO LEM TNRU wAu AND c/Or WSW) GROuND cI :CTMINI 10 MK TIP Or OTHERS. - WALL ANCHOR SCALE: N.T.S SCALE: N T S. 5 - 5 /E -1 1 X '` HHCS BOLTS. NEWTON (IINCT'RUMEN' CO. CAT NO 3G 12 -1 2 :::: 4 N 1. ALL NARDIMARE STAINLESS Sill"... 2. COAT ALL SURFACES MN kOPR -51aD BEFORE MATAIG 1 ALL LUGS TO OE DONE - LYMEB. 4. MIS SOO Crarille COPPER BY NEWTON OR EQUAL 6 (GROUND BUS BAR f sA :1 S i -r 0 COAX ENTRY PUS MOUNT ON EXTERIOR WAL I_ OF SHELTER AT COAX ENTRY PORT TELCO BOARD GROUND BUS BOLT TO TELCO BOARD COAX/ROOFTOP BOLT RT Mx LADDER O ROOT -IOP MASTER GROUND BUS MOUNT ON ENTRY PORT GROUND SAR OTI WALL, FLOOR OR ON ANTENNA TOWER SEE DETAIL . • Ir- • o ` o r. r GPS TEST MOBILE/ LEGENr 16 MPG FROM ANTENNA CABLE GTIOuND KR f , o .. o 0 • • • - COPPER GROUND 6AR. T'4 X 4"X 20'. NEWTON INSTRUMENT CO. • CA' NO. E -614: OR EQUAL. HOLE CENTERS TO MATCH MEMA DO.:6L_E LAS:: CONE :OURA1 Apr: INSULATORS, NEWTON INSTRUMENT CAT NO. 30S' -4 - 5/8" LOCKWASHERS, NEWTON INSTRUMENT CO. CA' NO 3015 -f - WALL MOUNTING BRACKET. NEWTON INSTRUMENT CO. CA7 NO. A-6056 GROUND BAR DETAIL a:LE DETAIL 5.06A DOJS:. L:.AG TO ANDREW CRUD KIT O EACH h'2 A i J16 ANS STRANDED INSULATED TO COAX ENTRY POR1 - BOLT TO WALL MATH INSULATED SAND -OFT /2 SOLID TINrEC Cu LEAD TO GROUND RING TO BURIED GROUND RINC. r STRANDED imsA LTED iihNED Cu LEAD TO TELCO SU11 E ARRESTOR INSULATED CONNECTOR W TELCO BOARD DOUBLE - LUGGED Cu LEAD To ANDREW GROUND KIT AT EACh CRAY INSULATED CONNECTOR TO cox :ADDER TO GROUND RING TO POIYPHASER PLATE CABLE TRAY 16 STRANDED INSULATED TIDIED C., LEAD R:IN ALONG CABLE TRAY FOR CONNECTION TO ALL HVAC VENTS. DOOR FRAMES & ELECTRICAL PANEL ENCLOSURES i-OL T 10 (NAL. W /NIISULAIFD :,MANO - OFF TO GROUND RING TWO HOLE wG. TO if USED wuTr+ 12 J>twC aCw TO WILDING OR tTNIIG MOM) SCALE N.Y.S. STEP 1 GROUND BAR CONNECTION-9 STEP 2 OFTERMIN APPROXIMATE DIAMETER OF GROUNDING RING FOR THE SITE DIAMETER Cr RING = 30 FEET STEP 3 3 TRAY GROUNDING PROCEDURE FOR TESTING GROUNDING NETWORK 10 12 14 16 FOR THIS -� 16 SITE \ r r 40 60 BC 1G; 120 14C 163 180 200 READ AND OE RV: SAFETY INSTRUCTIONS ENCLOSED WITH RESISTAP CT VIER. INCLIAMNC USE OF RUBBER GLOVE; 10 CONDUCT TEST. FROM DWI E. OW (DIDDLE TA6,.E 1). DETERMINE DISTANCE FROM GROUND TEST WL.L TO ELECTRODE C. ALSO DET:.RMINE DISTANCE TO ELECTRODE P ; '1101ICH 6 ABOUT 622 OF DISTANCE TO ELECTRODE C). MAXIMUM DIMENSIOI 4F SEE NOTES M 0 MAML.AL. VETTING DOWN TO EARTH' ATTACH LEAD FROM INSTRUMENT TERMINAL TO GROUND WELL TEST PORT, PER THIS SKETCH. CONNECT C2 OR C TERMINAL. AS REOUIRED, TO ELECTRODE C. HIOOKLIF ADDITIONAL LEAD FROM TERMINAL P OR P2 TO ELECTRODE P. THE PLACEMENT OF WHIa1 MU VARY THROUGH TIE COURSE OF THE TEST. Mai Ey EC� PCP 5 CONDO' TO TRAY CLAMP 5 ---- -- CAB. E TRAY L . GROUND WIR f CONNE t.TOR EURN!)Y TYPE KS CROUNDKNO CLAMP OZ GEDNE `' TYPL CTGC GABLE TRAY NOTES 1. GROUT.[. WAR! CONNECTED TO RING GROUND. 2. ATTACH GROUNDING CLAMP ON EACH SECTION OF TRAY. SPA;;Ir: SMALL NOT EXCEED 12' -0" 4 TERIIIINA; jA (OIOOLF. MEGGE R; �1 TEL` °•1 y I • MPER --. orsr • o INSULATE r GROUNDING TYPE BUSHING, BOTH ENDS TIHREADLU, OZ GEDNEY TYPE HDLG .DISTANCE TEST WELL TO 'P' (FT) 100 105 120 125 130 140 200 240 28:; 310 340 365 400 420 440 ELECTRICAL NOTES PLAN --- RGS. COKDt% re SECTION ELECTRODL A ELL ;WOE C (LOCATION THROWN TEST) VARIES FATED MAX. 0IST. •• 270 TOR PORT NW GROUNDING CLAW F. 0 -2 GEUN' TYPt CTGC SEE NC ti Z CONDCT 10 TRAY CLAD= 0 -Z CEDNLY 1 • TYPE CTC DISTANCE TEST WELL TO C' kr) 160 170 190 200 210 220 320 .390 .4 50 500 550 590 640 680 710 4 3 TERMINAL (8ID0LE. IPEGGER) ENERGIZE NEST EO',IIaUEN' AND COto:T LECCER TEST Mfltm ELECIROOE P AT 50 F001 INTERv'A_S BETWEEN TEST WELL AND ELECTRODE C. ALSO TEST AT * OF MAXMUAJ IsSUOICE ALLOW RESQTANC'E VALUE TO WO LIN FOR 10 MINUTES A; EACH LOCATION. BEFORE MOVING ELECTROOES• FOLLOW WWUFACTIJRER'S RECOMmENOATiONS FOR SAFETY REUNIONS 1EGAROWIC GE- r NCRGMZING WOK RUAYAI G UMW. S>IP O RECORD VALUES ON PLOT. PER MAPLE. NMf PLOT ems NOT MCAT( A AC T ESISTC 001M1F CURVE. REPEAT TUT WITH A WAGES M4IMMJM osTiANCL. PLOT SOTK j OP TESTS. AMEITACE pIONNO +TESISTANCE. MEASURED IN omvS, S READ FROM T4 Full SPOT w Ti iE COAT NAT K4IMPtlY OCCURS AT ADPAOINIRTELr On . MAIrIUUM 0166V.CE, SUN MO OATS AESM.K. Silt 7 1► Rtgi>IwCE MS OIEATER 16IIAR : OHMS. THEN CONTACT PRSRQ swan FOR alltell00 OI A'.Iv7I10IG p10IM TtTi IMNT T. AWG e ; :v SiLt. NO .1 1 1 -- -- -RGS CONDUIT R E S I' N 0 R E S t S A C E 0 M M S 8.0 7.0 6.0 5.0 4.0 3.0 2.0 , 1.0 9 7 6 5 4 3 2 1 NOTE: E: SLOTTED COVER FIN::-.PD GRADE r T - J ROTE:CTIVE 2 a COVER .BOY -ER r4OL.E _ t ►' (SEE N^TE) IA. PAW!' PLATE REN!OvE SHIPPING TAPE FROW WE: P HOLES AND nc= AT' TER HOLES PRIOR 10 INSTALLATION. II, ACCORDANCE W:TH VENDOR iNS1RUCTIONE. XIT GORUND ROD b2% LINE 100' 150' 170' 200' DISTANCE (ROD 'P' FROM TEST WELL.) FEET SAMPLE PLOT FOR SITE WITH 30' DIAMETER GROUND RING 62% LINE CONNECTION - GROUND MIRE wr ; N HOLES (:;•E.L NOTE) SCALE: N T.S. 750 270' loo' 150' 170' MI(((ME (ROD 'P'' PROM TEST WELL) FEET ACTUAL PLOT FOR THIS SITE CCIARRt TOR TO PILL OPT o ra0 ON SAE MLA ' RED ' SCALE: TS . • Mow A� - 10545 WILLOWS ROAD NE, SUITE 100 REDMOND, WA. 98052 = PROJECT INF9RMATIQN: FOSTER /BIRCH CREST WA0647.3 4020 - 4030 S 140TH STREET TUKWILA, WA 98168 -KING COUNTY CURRENT ISSUE DATE: ISSUED FOR: V.. =D 09/29/2003 CONSTRUCTION ATE: DESCR IPTION: RY = =PLANS PREPARED BY: w EP • MI KDC Architects - Engineers, P.C. 4630 200TH STREET SIN, SUITE K LYNN DOD. WA 98036 PHONE: (425) 670 -8651 FAX: (425) 712 -0846 LICENSURE: :SHEET TITLE. DR BY: CHK.: APV,• Ski JMC I EJC 6019 GROUNDING DETAILS MEET NUMBER: REVISION: E -3 • • ti •..•+ t 1r .. .v 4 117020 ;; 05/26/2003 _ ____ _ '= SuEU II* I'RE -CO 1 TCh L T 05/30/2003 ZON�Mi SUaN'■TTAL .)MG I I _ 1 il I ., , r 3 05/2003 , :-...u1.1.• FOR ZONING SUBMIT AL 9JC - SPOT" 1 APPROX. 1�. HERE � \ 09/26/2005 r SUED FOR ,, D RENEW :RD � I \1 + I -1 - ! c 1 39/29/2003 CONSTRLiCT■ON >jUEU FOR 5.10 ! U \ i \ ' I \ 1 \ \ _ J1 - - - • I I, I� I I i 5 CONNECTION INSTALLED M NEXTEL. FLOOR 1 1 1 3. TYP. :] CDIIAPRESS10N -� CONNECTOR TTY'.) sUPPITSToa RADIUS BEND t' -O" g USED EV ERv 7% n" MIN$*( ( r'P ) FOR HAT; D V HORIZON[AL NONDIRECTIONAL SPLICE FOR CONNECTING aUPPL ILNTARRY SUS TQ _I-4,-,..c) SITE PHONE (N I•C3 STANDOFF - . TYP ISOMETRIC VIEW OF VERTICAL_ NONDIRECTIONAL SPLICE CORNER INSTALLATION HALO SPLICE DETAIL TELCO SURGE ARRESTOR (N.I.C.) SUPPLIED BY OWNER INSTALLED BY CONTRACT TELCO INTERFACE OLOCIr (161 TELCO INPUT BZ''^K ('667 H TEMP LOW TEMP ALARV4 ma mot `-- ;F,LCO WARD MOUND BUS 5 I TELCO GROUNDING NYLON MIRE TIE INSULATED GROUNDING CONDUCTOR MOUNTING BASE FOR LASHING TIE T & B N T C5355 OR EQUAL 1I:• AWC W Gk:LAI. (iYP.) 17k: ilighlie••••\ THIS WALL ANCHOR SHALL BE USED FOR CONDUCTORS NOT IN CONDUIT. THE CONDUCTORS SMALL BE SUPPORTED ON 2' -0" CENTERS. 7 HALO GROUNDING - (2) T -STAR d' t 4' X 3/4' A.C. PAID -PRIMED NM PMINTEC WHAT( (PATE TREATED FOR TEN i NPRaIEMENI GR+OUNO LEM TNRU wAu AND c/Or WSW) GROuND cI :CTMINI 10 MK TIP Or OTHERS. - WALL ANCHOR SCALE: N.T.S SCALE: N T S. 5 - 5 /E -1 1 X '` HHCS BOLTS. NEWTON (IINCT'RUMEN' CO. CAT NO 3G 12 -1 2 :::: 4 N 1. ALL NARDIMARE STAINLESS Sill"... 2. COAT ALL SURFACES MN kOPR -51aD BEFORE MATAIG 1 ALL LUGS TO OE DONE - LYMEB. 4. MIS SOO Crarille COPPER BY NEWTON OR EQUAL 6 (GROUND BUS BAR f sA :1 S i -r 0 COAX ENTRY PUS MOUNT ON EXTERIOR WAL I_ OF SHELTER AT COAX ENTRY PORT TELCO BOARD GROUND BUS BOLT TO TELCO BOARD COAX/ROOFTOP BOLT RT Mx LADDER O ROOT -IOP MASTER GROUND BUS MOUNT ON ENTRY PORT GROUND SAR OTI WALL, FLOOR OR ON ANTENNA TOWER SEE DETAIL . • Ir- • o ` o r. r GPS TEST MOBILE/ LEGENr 16 MPG FROM ANTENNA CABLE GTIOuND KR f , o .. o 0 • • • - COPPER GROUND 6AR. T'4 X 4"X 20'. NEWTON INSTRUMENT CO. • CA' NO. E -614: OR EQUAL. HOLE CENTERS TO MATCH MEMA DO.:6L_E LAS:: CONE :OURA1 Apr: INSULATORS, NEWTON INSTRUMENT CAT NO. 30S' -4 - 5/8" LOCKWASHERS, NEWTON INSTRUMENT CO. CA' NO 3015 -f - WALL MOUNTING BRACKET. NEWTON INSTRUMENT CO. CA7 NO. A-6056 GROUND BAR DETAIL a:LE DETAIL 5.06A DOJS:. L:.AG TO ANDREW CRUD KIT O EACH h'2 A i J16 ANS STRANDED INSULATED TO COAX ENTRY POR1 - BOLT TO WALL MATH INSULATED SAND -OFT /2 SOLID TINrEC Cu LEAD TO GROUND RING TO BURIED GROUND RINC. r STRANDED imsA LTED iihNED Cu LEAD TO TELCO SU11 E ARRESTOR INSULATED CONNECTOR W TELCO BOARD DOUBLE - LUGGED Cu LEAD To ANDREW GROUND KIT AT EACh CRAY INSULATED CONNECTOR TO cox :ADDER TO GROUND RING TO POIYPHASER PLATE CABLE TRAY 16 STRANDED INSULATED TIDIED C., LEAD R:IN ALONG CABLE TRAY FOR CONNECTION TO ALL HVAC VENTS. DOOR FRAMES & ELECTRICAL PANEL ENCLOSURES i-OL T 10 (NAL. W /NIISULAIFD :,MANO - OFF TO GROUND RING TWO HOLE wG. TO if USED wuTr+ 12 J>twC aCw TO WILDING OR tTNIIG MOM) SCALE N.Y.S. STEP 1 GROUND BAR CONNECTION-9 STEP 2 OFTERMIN APPROXIMATE DIAMETER OF GROUNDING RING FOR THE SITE DIAMETER Cr RING = 30 FEET STEP 3 3 TRAY GROUNDING PROCEDURE FOR TESTING GROUNDING NETWORK 10 12 14 16 FOR THIS -� 16 SITE \ r r 40 60 BC 1G; 120 14C 163 180 200 READ AND OE RV: SAFETY INSTRUCTIONS ENCLOSED WITH RESISTAP CT VIER. INCLIAMNC USE OF RUBBER GLOVE; 10 CONDUCT TEST. FROM DWI E. OW (DIDDLE TA6,.E 1). DETERMINE DISTANCE FROM GROUND TEST WL.L TO ELECTRODE C. ALSO DET:.RMINE DISTANCE TO ELECTRODE P ; '1101ICH 6 ABOUT 622 OF DISTANCE TO ELECTRODE C). MAXIMUM DIMENSIOI 4F SEE NOTES M 0 MAML.AL. VETTING DOWN TO EARTH' ATTACH LEAD FROM INSTRUMENT TERMINAL TO GROUND WELL TEST PORT, PER THIS SKETCH. CONNECT C2 OR C TERMINAL. AS REOUIRED, TO ELECTRODE C. HIOOKLIF ADDITIONAL LEAD FROM TERMINAL P OR P2 TO ELECTRODE P. THE PLACEMENT OF WHIa1 MU VARY THROUGH TIE COURSE OF THE TEST. Mai Ey EC� PCP 5 CONDO' TO TRAY CLAMP 5 ---- -- CAB. E TRAY L . GROUND WIR f CONNE t.TOR EURN!)Y TYPE KS CROUNDKNO CLAMP OZ GEDNE `' TYPL CTGC GABLE TRAY NOTES 1. GROUT.[. WAR! CONNECTED TO RING GROUND. 2. ATTACH GROUNDING CLAMP ON EACH SECTION OF TRAY. SPA;;Ir: SMALL NOT EXCEED 12' -0" 4 TERIIIINA; jA (OIOOLF. MEGGE R; �1 TEL` °•1 y I • MPER --. orsr • o INSULATE r GROUNDING TYPE BUSHING, BOTH ENDS TIHREADLU, OZ GEDNEY TYPE HDLG .DISTANCE TEST WELL TO 'P' (FT) 100 105 120 125 130 140 200 240 28:; 310 340 365 400 420 440 ELECTRICAL NOTES PLAN --- RGS. COKDt% re SECTION ELECTRODL A ELL ;WOE C (LOCATION THROWN TEST) VARIES FATED MAX. 0IST. •• 270 TOR PORT NW GROUNDING CLAW F. 0 -2 GEUN' TYPt CTGC SEE NC ti Z CONDCT 10 TRAY CLAD= 0 -Z CEDNLY 1 • TYPE CTC DISTANCE TEST WELL TO C' kr) 160 170 190 200 210 220 320 .390 .4 50 500 550 590 640 680 710 4 3 TERMINAL (8ID0LE. IPEGGER) ENERGIZE NEST EO',IIaUEN' AND COto:T LECCER TEST Mfltm ELECIROOE P AT 50 F001 INTERv'A_S BETWEEN TEST WELL AND ELECTRODE C. ALSO TEST AT * OF MAXMUAJ IsSUOICE ALLOW RESQTANC'E VALUE TO WO LIN FOR 10 MINUTES A; EACH LOCATION. BEFORE MOVING ELECTROOES• FOLLOW WWUFACTIJRER'S RECOMmENOATiONS FOR SAFETY REUNIONS 1EGAROWIC GE- r NCRGMZING WOK RUAYAI G UMW. S>IP O RECORD VALUES ON PLOT. PER MAPLE. NMf PLOT ems NOT MCAT( A AC T ESISTC 001M1F CURVE. REPEAT TUT WITH A WAGES M4IMMJM osTiANCL. PLOT SOTK j OP TESTS. AMEITACE pIONNO +TESISTANCE. MEASURED IN omvS, S READ FROM T4 Full SPOT w Ti iE COAT NAT K4IMPtlY OCCURS AT ADPAOINIRTELr On . MAIrIUUM 0166V.CE, SUN MO OATS AESM.K. Silt 7 1► Rtgi>IwCE MS OIEATER 16IIAR : OHMS. THEN CONTACT PRSRQ swan FOR alltell00 OI A'.Iv7I10IG p10IM TtTi IMNT T. AWG e ; :v SiLt. NO .1 1 1 -- -- -RGS CONDUIT R E S I' N 0 R E S t S A C E 0 M M S 8.0 7.0 6.0 5.0 4.0 3.0 2.0 , 1.0 9 7 6 5 4 3 2 1 NOTE: E: SLOTTED COVER FIN::-.PD GRADE r T - J ROTE:CTIVE 2 a COVER .BOY -ER r4OL.E _ t ►' (SEE N^TE) IA. PAW!' PLATE REN!OvE SHIPPING TAPE FROW WE: P HOLES AND nc= AT' TER HOLES PRIOR 10 INSTALLATION. II, ACCORDANCE W:TH VENDOR iNS1RUCTIONE. XIT GORUND ROD b2% LINE 100' 150' 170' 200' DISTANCE (ROD 'P' FROM TEST WELL.) FEET SAMPLE PLOT FOR SITE WITH 30' DIAMETER GROUND RING 62% LINE CONNECTION - GROUND MIRE wr ; N HOLES (:;•E.L NOTE) SCALE: N T.S. 750 270' loo' 150' 170' MI(((ME (ROD 'P'' PROM TEST WELL) FEET ACTUAL PLOT FOR THIS SITE CCIARRt TOR TO PILL OPT o ra0 ON SAE MLA ' RED ' SCALE: TS . • Mow A� - 10545 WILLOWS ROAD NE, SUITE 100 REDMOND, WA. 98052 = PROJECT INF9RMATIQN: FOSTER /BIRCH CREST WA0647.3 4020 - 4030 S 140TH STREET TUKWILA, WA 98168 -KING COUNTY CURRENT ISSUE DATE: ISSUED FOR: V.. =D 09/29/2003 CONSTRUCTION ATE: DESCR IPTION: RY = =PLANS PREPARED BY: w EP • MI KDC Architects - Engineers, P.C. 4630 200TH STREET SIN, SUITE K LYNN DOD. WA 98036 PHONE: (425) 670 -8651 FAX: (425) 712 -0846 LICENSURE: :SHEET TITLE. DR BY: CHK.: APV,• Ski JMC I EJC 6019 GROUNDING DETAILS MEET NUMBER: REVISION: E -3 • • ti •..•+ t 1r .. .v 4 117020 • T 1 I I _ 1 il I CHARACTERISTIC IN CURVE OCCURS *FLAT I I 1 SPOT" 1 APPROX. 1�. HERE � \ i .0E S OHmS axik - � I \1 + I -1 - ! 1 a / I 1 _ S OHMS M AX IM e to ' ,I - . AT 627E L h ! U \ i \ ' I \ 1 \ \ _ J1 - - - • I I, I� I 1 r i i 1' I` I 1 I - - -. -_ _ _ / / l 1 I t ---- T)-0‹. REA�INI: A' i;2:; Z..);" 1 27C FEET IS THE CRITICAL , ONE. IT HAS 10 6i• yELOw 5 OHMS LAKE READIN0S EVERY 50' OR SO I 1 I Fil . I 5 CONNECTION INSTALLED M NEXTEL. FLOOR 1 1 1 3. TYP. :] CDIIAPRESS10N -� CONNECTOR TTY'.) sUPPITSToa RADIUS BEND t' -O" g USED EV ERv 7% n" MIN$*( ( r'P ) FOR HAT; D V HORIZON[AL NONDIRECTIONAL SPLICE FOR CONNECTING aUPPL ILNTARRY SUS TQ _I-4,-,..c) SITE PHONE (N I•C3 STANDOFF - . TYP ISOMETRIC VIEW OF VERTICAL_ NONDIRECTIONAL SPLICE CORNER INSTALLATION HALO SPLICE DETAIL TELCO SURGE ARRESTOR (N.I.C.) SUPPLIED BY OWNER INSTALLED BY CONTRACT TELCO INTERFACE OLOCIr (161 TELCO INPUT BZ''^K ('667 H TEMP LOW TEMP ALARV4 ma mot `-- ;F,LCO WARD MOUND BUS 5 I TELCO GROUNDING NYLON MIRE TIE INSULATED GROUNDING CONDUCTOR MOUNTING BASE FOR LASHING TIE T & B N T C5355 OR EQUAL 1I:• AWC W Gk:LAI. (iYP.) 17k: ilighlie••••\ THIS WALL ANCHOR SHALL BE USED FOR CONDUCTORS NOT IN CONDUIT. THE CONDUCTORS SMALL BE SUPPORTED ON 2' -0" CENTERS. 7 HALO GROUNDING - (2) T -STAR d' t 4' X 3/4' A.C. PAID -PRIMED NM PMINTEC WHAT( (PATE TREATED FOR TEN i NPRaIEMENI GR+OUNO LEM TNRU wAu AND c/Or WSW) GROuND cI :CTMINI 10 MK TIP Or OTHERS. - WALL ANCHOR SCALE: N.T.S SCALE: N T S. 5 - 5 /E -1 1 X '` HHCS BOLTS. NEWTON (IINCT'RUMEN' CO. CAT NO 3G 12 -1 2 :::: 4 N 1. ALL NARDIMARE STAINLESS Sill"... 2. COAT ALL SURFACES MN kOPR -51aD BEFORE MATAIG 1 ALL LUGS TO OE DONE - LYMEB. 4. MIS SOO Crarille COPPER BY NEWTON OR EQUAL 6 (GROUND BUS BAR f sA :1 S i -r 0 COAX ENTRY PUS MOUNT ON EXTERIOR WAL I_ OF SHELTER AT COAX ENTRY PORT TELCO BOARD GROUND BUS BOLT TO TELCO BOARD COAX/ROOFTOP BOLT RT Mx LADDER O ROOT -IOP MASTER GROUND BUS MOUNT ON ENTRY PORT GROUND SAR OTI WALL, FLOOR OR ON ANTENNA TOWER SEE DETAIL . • Ir- • o ` o r. r GPS TEST MOBILE/ LEGENr 16 MPG FROM ANTENNA CABLE GTIOuND KR f , o .. o 0 • • • - COPPER GROUND 6AR. T'4 X 4"X 20'. NEWTON INSTRUMENT CO. • CA' NO. E -614: OR EQUAL. HOLE CENTERS TO MATCH MEMA DO.:6L_E LAS:: CONE :OURA1 Apr: INSULATORS, NEWTON INSTRUMENT CAT NO. 30S' -4 - 5/8" LOCKWASHERS, NEWTON INSTRUMENT CO. CA' NO 3015 -f - WALL MOUNTING BRACKET. NEWTON INSTRUMENT CO. CA7 NO. A-6056 GROUND BAR DETAIL a:LE DETAIL 5.06A DOJS:. L:.AG TO ANDREW CRUD KIT O EACH h'2 A i J16 ANS STRANDED INSULATED TO COAX ENTRY POR1 - BOLT TO WALL MATH INSULATED SAND -OFT /2 SOLID TINrEC Cu LEAD TO GROUND RING TO BURIED GROUND RINC. r STRANDED imsA LTED iihNED Cu LEAD TO TELCO SU11 E ARRESTOR INSULATED CONNECTOR W TELCO BOARD DOUBLE - LUGGED Cu LEAD To ANDREW GROUND KIT AT EACh CRAY INSULATED CONNECTOR TO cox :ADDER TO GROUND RING TO POIYPHASER PLATE CABLE TRAY 16 STRANDED INSULATED TIDIED C., LEAD R:IN ALONG CABLE TRAY FOR CONNECTION TO ALL HVAC VENTS. DOOR FRAMES & ELECTRICAL PANEL ENCLOSURES i-OL T 10 (NAL. W /NIISULAIFD :,MANO - OFF TO GROUND RING TWO HOLE wG. TO if USED wuTr+ 12 J>twC aCw TO WILDING OR tTNIIG MOM) SCALE N.Y.S. STEP 1 GROUND BAR CONNECTION-9 STEP 2 OFTERMIN APPROXIMATE DIAMETER OF GROUNDING RING FOR THE SITE DIAMETER Cr RING = 30 FEET STEP 3 3 TRAY GROUNDING PROCEDURE FOR TESTING GROUNDING NETWORK 10 12 14 16 FOR THIS -� 16 SITE \ r r 40 60 BC 1G; 120 14C 163 180 200 READ AND OE RV: SAFETY INSTRUCTIONS ENCLOSED WITH RESISTAP CT VIER. INCLIAMNC USE OF RUBBER GLOVE; 10 CONDUCT TEST. FROM DWI E. OW (DIDDLE TA6,.E 1). DETERMINE DISTANCE FROM GROUND TEST WL.L TO ELECTRODE C. ALSO DET:.RMINE DISTANCE TO ELECTRODE P ; '1101ICH 6 ABOUT 622 OF DISTANCE TO ELECTRODE C). MAXIMUM DIMENSIOI 4F SEE NOTES M 0 MAML.AL. VETTING DOWN TO EARTH' ATTACH LEAD FROM INSTRUMENT TERMINAL TO GROUND WELL TEST PORT, PER THIS SKETCH. CONNECT C2 OR C TERMINAL. AS REOUIRED, TO ELECTRODE C. HIOOKLIF ADDITIONAL LEAD FROM TERMINAL P OR P2 TO ELECTRODE P. THE PLACEMENT OF WHIa1 MU VARY THROUGH TIE COURSE OF THE TEST. Mai Ey EC� PCP 5 CONDO' TO TRAY CLAMP 5 ---- -- CAB. E TRAY L . GROUND WIR f CONNE t.TOR EURN!)Y TYPE KS CROUNDKNO CLAMP OZ GEDNE `' TYPL CTGC GABLE TRAY NOTES 1. GROUT.[. WAR! CONNECTED TO RING GROUND. 2. ATTACH GROUNDING CLAMP ON EACH SECTION OF TRAY. SPA;;Ir: SMALL NOT EXCEED 12' -0" 4 TERIIIINA; jA (OIOOLF. MEGGE R; �1 TEL` °•1 y I • MPER --. orsr • o INSULATE r GROUNDING TYPE BUSHING, BOTH ENDS TIHREADLU, OZ GEDNEY TYPE HDLG .DISTANCE TEST WELL TO 'P' (FT) 100 105 120 125 130 140 200 240 28:; 310 340 365 400 420 440 ELECTRICAL NOTES PLAN --- RGS. COKDt% re SECTION ELECTRODL A ELL ;WOE C (LOCATION THROWN TEST) VARIES FATED MAX. 0IST. •• 270 TOR PORT NW GROUNDING CLAW F. 0 -2 GEUN' TYPt CTGC SEE NC ti Z CONDCT 10 TRAY CLAD= 0 -Z CEDNLY 1 • TYPE CTC DISTANCE TEST WELL TO C' kr) 160 170 190 200 210 220 320 .390 .4 50 500 550 590 640 680 710 4 3 TERMINAL (8ID0LE. IPEGGER) ENERGIZE NEST EO',IIaUEN' AND COto:T LECCER TEST Mfltm ELECIROOE P AT 50 F001 INTERv'A_S BETWEEN TEST WELL AND ELECTRODE C. ALSO TEST AT * OF MAXMUAJ IsSUOICE ALLOW RESQTANC'E VALUE TO WO LIN FOR 10 MINUTES A; EACH LOCATION. BEFORE MOVING ELECTROOES• FOLLOW WWUFACTIJRER'S RECOMmENOATiONS FOR SAFETY REUNIONS 1EGAROWIC GE- r NCRGMZING WOK RUAYAI G UMW. S>IP O RECORD VALUES ON PLOT. PER MAPLE. NMf PLOT ems NOT MCAT( A AC T ESISTC 001M1F CURVE. REPEAT TUT WITH A WAGES M4IMMJM osTiANCL. PLOT SOTK j OP TESTS. AMEITACE pIONNO +TESISTANCE. MEASURED IN omvS, S READ FROM T4 Full SPOT w Ti iE COAT NAT K4IMPtlY OCCURS AT ADPAOINIRTELr On . MAIrIUUM 0166V.CE, SUN MO OATS AESM.K. Silt 7 1► Rtgi>IwCE MS OIEATER 16IIAR : OHMS. THEN CONTACT PRSRQ swan FOR alltell00 OI A'.Iv7I10IG p10IM TtTi IMNT T. AWG e ; :v SiLt. NO .1 1 1 -- -- -RGS CONDUIT R E S I' N 0 R E S t S A C E 0 M M S 8.0 7.0 6.0 5.0 4.0 3.0 2.0 , 1.0 9 7 6 5 4 3 2 1 NOTE: E: SLOTTED COVER FIN::-.PD GRADE r T - J ROTE:CTIVE 2 a COVER .BOY -ER r4OL.E _ t ►' (SEE N^TE) IA. PAW!' PLATE REN!OvE SHIPPING TAPE FROW WE: P HOLES AND nc= AT' TER HOLES PRIOR 10 INSTALLATION. II, ACCORDANCE W:TH VENDOR iNS1RUCTIONE. XIT GORUND ROD b2% LINE 100' 150' 170' 200' DISTANCE (ROD 'P' FROM TEST WELL.) FEET SAMPLE PLOT FOR SITE WITH 30' DIAMETER GROUND RING 62% LINE CONNECTION - GROUND MIRE wr ; N HOLES (:;•E.L NOTE) SCALE: N T.S. 750 270' loo' 150' 170' MI(((ME (ROD 'P'' PROM TEST WELL) FEET ACTUAL PLOT FOR THIS SITE CCIARRt TOR TO PILL OPT o ra0 ON SAE MLA ' RED ' SCALE: TS . • Mow A� - 10545 WILLOWS ROAD NE, SUITE 100 REDMOND, WA. 98052 = PROJECT INF9RMATIQN: FOSTER /BIRCH CREST WA0647.3 4020 - 4030 S 140TH STREET TUKWILA, WA 98168 -KING COUNTY CURRENT ISSUE DATE: ISSUED FOR: V.. =D 09/29/2003 CONSTRUCTION ATE: DESCR IPTION: RY = =PLANS PREPARED BY: w EP • MI KDC Architects - Engineers, P.C. 4630 200TH STREET SIN, SUITE K LYNN DOD. WA 98036 PHONE: (425) 670 -8651 FAX: (425) 712 -0846 LICENSURE: :SHEET TITLE. DR BY: CHK.: APV,• Ski JMC I EJC 6019 GROUNDING DETAILS MEET NUMBER: REVISION: E -3 • • ti •..•+ t 1r .. .v 4 117020 I I I I I - . I I .0E S OHmS axik - m AT In LNI[ -1 - ! I 1 t - e t t ,0 1 r i i .o--- _ - - -. -_ _ i q T , ,,,,_ PERM/ j ' l 1 �PJ?fl . t 5 CONNECTION INSTALLED M NEXTEL. FLOOR 1 1 1 3. TYP. :] CDIIAPRESS10N -� CONNECTOR TTY'.) sUPPITSToa RADIUS BEND t' -O" g USED EV ERv 7% n" MIN$*( ( r'P ) FOR HAT; D V HORIZON[AL NONDIRECTIONAL SPLICE FOR CONNECTING aUPPL ILNTARRY SUS TQ _I-4,-,..c) SITE PHONE (N I•C3 STANDOFF - . TYP ISOMETRIC VIEW OF VERTICAL_ NONDIRECTIONAL SPLICE CORNER INSTALLATION HALO SPLICE DETAIL TELCO SURGE ARRESTOR (N.I.C.) SUPPLIED BY OWNER INSTALLED BY CONTRACT TELCO INTERFACE OLOCIr (161 TELCO INPUT BZ''^K ('667 H TEMP LOW TEMP ALARV4 ma mot `-- ;F,LCO WARD MOUND BUS 5 I TELCO GROUNDING NYLON MIRE TIE INSULATED GROUNDING CONDUCTOR MOUNTING BASE FOR LASHING TIE T & B N T C5355 OR EQUAL 1I:• AWC W Gk:LAI. (iYP.) 17k: ilighlie••••\ THIS WALL ANCHOR SHALL BE USED FOR CONDUCTORS NOT IN CONDUIT. THE CONDUCTORS SMALL BE SUPPORTED ON 2' -0" CENTERS. 7 HALO GROUNDING - (2) T -STAR d' t 4' X 3/4' A.C. PAID -PRIMED NM PMINTEC WHAT( (PATE TREATED FOR TEN i NPRaIEMENI GR+OUNO LEM TNRU wAu AND c/Or WSW) GROuND cI :CTMINI 10 MK TIP Or OTHERS. - WALL ANCHOR SCALE: N.T.S SCALE: N T S. 5 - 5 /E -1 1 X '` HHCS BOLTS. NEWTON (IINCT'RUMEN' CO. CAT NO 3G 12 -1 2 :::: 4 N 1. ALL NARDIMARE STAINLESS Sill"... 2. COAT ALL SURFACES MN kOPR -51aD BEFORE MATAIG 1 ALL LUGS TO OE DONE - LYMEB. 4. MIS SOO Crarille COPPER BY NEWTON OR EQUAL 6 (GROUND BUS BAR f sA :1 S i -r 0 COAX ENTRY PUS MOUNT ON EXTERIOR WAL I_ OF SHELTER AT COAX ENTRY PORT TELCO BOARD GROUND BUS BOLT TO TELCO BOARD COAX/ROOFTOP BOLT RT Mx LADDER O ROOT -IOP MASTER GROUND BUS MOUNT ON ENTRY PORT GROUND SAR OTI WALL, FLOOR OR ON ANTENNA TOWER SEE DETAIL . • Ir- • o ` o r. r GPS TEST MOBILE/ LEGENr 16 MPG FROM ANTENNA CABLE GTIOuND KR f , o .. o 0 • • • - COPPER GROUND 6AR. T'4 X 4"X 20'. NEWTON INSTRUMENT CO. • CA' NO. E -614: OR EQUAL. HOLE CENTERS TO MATCH MEMA DO.:6L_E LAS:: CONE :OURA1 Apr: INSULATORS, NEWTON INSTRUMENT CAT NO. 30S' -4 - 5/8" LOCKWASHERS, NEWTON INSTRUMENT CO. CA' NO 3015 -f - WALL MOUNTING BRACKET. NEWTON INSTRUMENT CO. CA7 NO. A-6056 GROUND BAR DETAIL a:LE DETAIL 5.06A DOJS:. L:.AG TO ANDREW CRUD KIT O EACH h'2 A i J16 ANS STRANDED INSULATED TO COAX ENTRY POR1 - BOLT TO WALL MATH INSULATED SAND -OFT /2 SOLID TINrEC Cu LEAD TO GROUND RING TO BURIED GROUND RINC. r STRANDED imsA LTED iihNED Cu LEAD TO TELCO SU11 E ARRESTOR INSULATED CONNECTOR W TELCO BOARD DOUBLE - LUGGED Cu LEAD To ANDREW GROUND KIT AT EACh CRAY INSULATED CONNECTOR TO cox :ADDER TO GROUND RING TO POIYPHASER PLATE CABLE TRAY 16 STRANDED INSULATED TIDIED C., LEAD R:IN ALONG CABLE TRAY FOR CONNECTION TO ALL HVAC VENTS. DOOR FRAMES & ELECTRICAL PANEL ENCLOSURES i-OL T 10 (NAL. W /NIISULAIFD :,MANO - OFF TO GROUND RING TWO HOLE wG. TO if USED wuTr+ 12 J>twC aCw TO WILDING OR tTNIIG MOM) SCALE N.Y.S. STEP 1 GROUND BAR CONNECTION-9 STEP 2 OFTERMIN APPROXIMATE DIAMETER OF GROUNDING RING FOR THE SITE DIAMETER Cr RING = 30 FEET STEP 3 3 TRAY GROUNDING PROCEDURE FOR TESTING GROUNDING NETWORK 10 12 14 16 FOR THIS -� 16 SITE \ r r 40 60 BC 1G; 120 14C 163 180 200 READ AND OE RV: SAFETY INSTRUCTIONS ENCLOSED WITH RESISTAP CT VIER. INCLIAMNC USE OF RUBBER GLOVE; 10 CONDUCT TEST. FROM DWI E. OW (DIDDLE TA6,.E 1). DETERMINE DISTANCE FROM GROUND TEST WL.L TO ELECTRODE C. ALSO DET:.RMINE DISTANCE TO ELECTRODE P ; '1101ICH 6 ABOUT 622 OF DISTANCE TO ELECTRODE C). MAXIMUM DIMENSIOI 4F SEE NOTES M 0 MAML.AL. VETTING DOWN TO EARTH' ATTACH LEAD FROM INSTRUMENT TERMINAL TO GROUND WELL TEST PORT, PER THIS SKETCH. CONNECT C2 OR C TERMINAL. AS REOUIRED, TO ELECTRODE C. HIOOKLIF ADDITIONAL LEAD FROM TERMINAL P OR P2 TO ELECTRODE P. THE PLACEMENT OF WHIa1 MU VARY THROUGH TIE COURSE OF THE TEST. Mai Ey EC� PCP 5 CONDO' TO TRAY CLAMP 5 ---- -- CAB. E TRAY L . GROUND WIR f CONNE t.TOR EURN!)Y TYPE KS CROUNDKNO CLAMP OZ GEDNE `' TYPL CTGC GABLE TRAY NOTES 1. GROUT.[. WAR! CONNECTED TO RING GROUND. 2. ATTACH GROUNDING CLAMP ON EACH SECTION OF TRAY. SPA;;Ir: SMALL NOT EXCEED 12' -0" 4 TERIIIINA; jA (OIOOLF. MEGGE R; �1 TEL` °•1 y I • MPER --. orsr • o INSULATE r GROUNDING TYPE BUSHING, BOTH ENDS TIHREADLU, OZ GEDNEY TYPE HDLG .DISTANCE TEST WELL TO 'P' (FT) 100 105 120 125 130 140 200 240 28:; 310 340 365 400 420 440 ELECTRICAL NOTES PLAN --- RGS. COKDt% re SECTION ELECTRODL A ELL ;WOE C (LOCATION THROWN TEST) VARIES FATED MAX. 0IST. •• 270 TOR PORT NW GROUNDING CLAW F. 0 -2 GEUN' TYPt CTGC SEE NC ti Z CONDCT 10 TRAY CLAD= 0 -Z CEDNLY 1 • TYPE CTC DISTANCE TEST WELL TO C' kr) 160 170 190 200 210 220 320 .390 .4 50 500 550 590 640 680 710 4 3 TERMINAL (8ID0LE. IPEGGER) ENERGIZE NEST EO',IIaUEN' AND COto:T LECCER TEST Mfltm ELECIROOE P AT 50 F001 INTERv'A_S BETWEEN TEST WELL AND ELECTRODE C. ALSO TEST AT * OF MAXMUAJ IsSUOICE ALLOW RESQTANC'E VALUE TO WO LIN FOR 10 MINUTES A; EACH LOCATION. BEFORE MOVING ELECTROOES• FOLLOW WWUFACTIJRER'S RECOMmENOATiONS FOR SAFETY REUNIONS 1EGAROWIC GE- r NCRGMZING WOK RUAYAI G UMW. S>IP O RECORD VALUES ON PLOT. PER MAPLE. NMf PLOT ems NOT MCAT( A AC T ESISTC 001M1F CURVE. REPEAT TUT WITH A WAGES M4IMMJM osTiANCL. PLOT SOTK j OP TESTS. AMEITACE pIONNO +TESISTANCE. MEASURED IN omvS, S READ FROM T4 Full SPOT w Ti iE COAT NAT K4IMPtlY OCCURS AT ADPAOINIRTELr On . MAIrIUUM 0166V.CE, SUN MO OATS AESM.K. Silt 7 1► Rtgi>IwCE MS OIEATER 16IIAR : OHMS. THEN CONTACT PRSRQ swan FOR alltell00 OI A'.Iv7I10IG p10IM TtTi IMNT T. AWG e ; :v SiLt. NO .1 1 1 -- -- -RGS CONDUIT R E S I' N 0 R E S t S A C E 0 M M S 8.0 7.0 6.0 5.0 4.0 3.0 2.0 , 1.0 9 7 6 5 4 3 2 1 NOTE: E: SLOTTED COVER FIN::-.PD GRADE r T - J ROTE:CTIVE 2 a COVER .BOY -ER r4OL.E _ t ►' (SEE N^TE) IA. PAW!' PLATE REN!OvE SHIPPING TAPE FROW WE: P HOLES AND nc= AT' TER HOLES PRIOR 10 INSTALLATION. II, ACCORDANCE W:TH VENDOR iNS1RUCTIONE. XIT GORUND ROD b2% LINE 100' 150' 170' 200' DISTANCE (ROD 'P' FROM TEST WELL.) FEET SAMPLE PLOT FOR SITE WITH 30' DIAMETER GROUND RING 62% LINE CONNECTION - GROUND MIRE wr ; N HOLES (:;•E.L NOTE) SCALE: N T.S. 750 270' loo' 150' 170' MI(((ME (ROD 'P'' PROM TEST WELL) FEET ACTUAL PLOT FOR THIS SITE CCIARRt TOR TO PILL OPT o ra0 ON SAE MLA ' RED ' SCALE: TS . • Mow A� - 10545 WILLOWS ROAD NE, SUITE 100 REDMOND, WA. 98052 = PROJECT INF9RMATIQN: FOSTER /BIRCH CREST WA0647.3 4020 - 4030 S 140TH STREET TUKWILA, WA 98168 -KING COUNTY CURRENT ISSUE DATE: ISSUED FOR: V.. =D 09/29/2003 CONSTRUCTION ATE: DESCR IPTION: RY = =PLANS PREPARED BY: w EP • MI KDC Architects - Engineers, P.C. 4630 200TH STREET SIN, SUITE K LYNN DOD. WA 98036 PHONE: (425) 670 -8651 FAX: (425) 712 -0846 LICENSURE: :SHEET TITLE. DR BY: CHK.: APV,• Ski JMC I EJC 6019 GROUNDING DETAILS MEET NUMBER: REVISION: E -3 • • ti •..•+ t 1r .. .v 4 117020 / \ 05/28/2003 I p E L . s I_CN L \ 05/30/2003 IONut f� • U z�yr. SU+f'1TAL B CMG 2_ :,6,05,2003 • _� x,Ea, ► ..� :'OAtNG SU��1f - TAL I / \\ 09/26/2003 09/26/2003 E � D REv +Ew ∎RD A • 09/29/200 3 !SSuI: tUic ,OySTRUCTION 6.IC FILE COPY . ' un I ck approvals are ubj ct to errors and omissions and approval of I an does not authorize the violation of any * doted tode'`or ordinance. Receipt of con- agar's copy of approved plans acknowledged. CONSTRUE ; ION ENGINEER 'TEAM LEAD PRODUCTION LEA E xAANS•Otc MGR. APPROVAL BLOCK A2 A3 A4 A5 A6 - SITE PERSPECTIVE M NE.GIANICAL MAN CCT DESCRIPTION itTLE SHEET � OPOGRAPtisC SURVEY yTE PLAN ELEMATIONS ELEVATIONS DETAILS DETAILS S TRuCTullat NOTES AND PLAN SECTIONS ANO OEtAK S SHEET INDEX EOUPMENT ROOM PLANS ANC NOTES MECHAPNCAL DETAILS IM SCHEDULE PO /ER LIGHTING AND GROUNDING PLAN DO NOT SCALE DRAWINGS ENLARGED SITE PLAN /PARTIAL ROOF PLAIT D , p u J .. ELECTRICAL NOTES. SEANCE PLAN. t CA A*LS 3 GROUNDING PLAN MILD GROUNDING DPAKS :ON TRAC 'OR SHALL VERIP ALL 'LAS AND EXISTING DIMENSIONS AND COW)! 1 SONS ON THE .JOB SITE AND SHALL *NE DATE NOTIFY THE ARCHITE •N *R 'TING OF ANY DISCREPANCIES BEFORE PROCEEDING *Mg THE WrORK OR 8E RESPONSISLE FOR SAME. GENERAL CONTRACTOR NOTES SEPARATE PERMI QUIRED FOR: JAECHANICAL — (ELEGTR1CA1 DATE DATE o3 )ATE )ATE OAT L r,'ED AND MADE CITY OF 7UKW BUILDING Dlvl$ CONSTRUCTION WA0647-.3 FOSTER /BIRCH ORES 020 -4030 S 140TH STREE T NO cHANGES SHALL BE MADE TO THE SCOPE OF WORK WITHOUT PftfOR APPLICANT NE_ X iE C.OMMuNICATIONS. INC. 10545 WILLOWS RD NE SUITE 100 REDMOND. WA 96 ,2 CONTACT: BROW ADAM..S PHONE: 425 - 276 -2109 APPLICANT AGENT S1LP TEN b. MEANS & ASSOCIATES, INC.. C/0 NEXTEL COMM JNICAT IONS 10545 WILLOWS RD. NE SUITE 100 REDIIiON0. WA 96052 CONTACT: STEVE MEADOWS PHONE: 425-278- 7446 FAx 429-2731- 7404 ARCHITECT: KDC ARCHITECTS ENGINEERS P.C. 463C 200TN STREET SW. Stlflt /K tYW Ot;70. LIMN 98038 CONING,: ERIC CAMP PHONE: 42 -570 -1651 ELECTRICAL ENGINEER: KM ARCHITECTS ENGINEERS P.C. 4630 200TH STREET SW. soar /K LMNNN1000. WA 90036 CONTACT ERIC CAMP P►IONE. 42S -670 -1051 FM: 42S- 712 -0846 PROPERTY INFORMATION OWNER JN41s KNUAN LEE t MMI 0410 LEE CONTACT .MIMES KHUAN LEE PNONL- (206) 27S -4858 A.P.N.: 736080 04 75 02 6 3465 04 'MADCAP REQUIREMENTS. r*Ctn ► IS UMMIMYNE0 AND NOT FOR NUMAAI *IMITATION IM+UDICAPPEO ACCESS NOT UIIEOLARIO. PROJECT DIRECTORY PREPARED FOR F FAX 425- 712 -0046 • - •..,y., i-- p IROMIN219 PHONE A NEW PLAN IMIACTIAL SAY INCLUDE ADDITION& MN WW1 DJ E r - - >r GND (N) (E) A- 3 Ml® LEGEND 'PROPERTY LINE ELECTRICAL SERVICE TELCO SERVICE GROUNDING NEW EX:S;ING oETA'.. REFERENCE SYMBOL ELEVATION REFERENCE SYMBOL PLAIN REFERENCE SYMBOL I 0 o .=. • SAFETY $WITCH PANEL BOARD ELECTRIC METER ELECTRICAL WIRING (TURNING DOWN) ELECTRICAL WIRING (TURNING DOWN) BAC+C BOAR G RECEPTACLE SPECK . RECEPTACLE QUADRAPLEX RECEPTACLE MASTER OROUHIO OAR GROU ATTACHM ENT V a THE PROJECT CONSISTS 01 THE INSTALLATION ANO OPERATION Or ANTENNAS ANO ASSOCIATED EOt1 FOA 4YTEL'S WIRELESS TELECOMMUNICATIONS NE Tw0R A PAOPOSEO ( 1 ) Sr' r nOR (4; ANTENNAS INITIAL BUILD, (6) ANTENNAS r%RuRt USE TOTAL (3) SECTORS (12) ANTENNAS FINAL WILD OUT MOUNTED TO WutTIPLE Tlh - PODS ENC4.OSCC0 WNW StiA0u0 ON TOP OF [El OM PROPOSED NEXTEL EOIIPMt1/T CASINETS TO RE LOCATED IN THE NORTH SIOt Or TOE (E, SutLDING. ef IOWA Cl 'MI 2.2. 250? wf) I S 3135th SITE LOCATION: 40020 -- 4C30 S 140TH STREET TUKW. A. WA. 9P 65 OWNER: JURISDICTION: KING COUN "Y PROPOSED EO'rPMEN1 OCCUPA'\.r.Y GROUP "U ", DIVISIONS 1 ANL. 2; UNVANNLS i LECOMM! ;NICATIONS FACILITIES WATER SuPP,Y / WASTE WATER: NONE FU LDING COOT UNIFORM BUILDING CODE 1997 WORK IS TC COM•)LY W. `H THE WASHINGTON STATE DING CODE. AM'..NI)PI - N75 AND STA•NDADS , CLUDING THE FOLLOWING CODES: THE 1997: UN1rDRM BLDG CODE STANDARDS ANC AMLNDWLNT _ UNIFORM MECP1AN:; :AL CODE STANDARDS AND AM , _.NDME NTS; UNiF-ORW 'lpr CODE STANDARDS AND AMENr. ;MENIS; AND UNIT ORM PLUMBING CODE STANDARDS AND AMENDMENTS. INHERE THERE IS A CONFLICT BETWEEN CODES, AN EARLIER NAMEL CODE TAKES PRECEDENCE OF A LATER NAMED CODE IN ANY SPECIFIC CASE ON CONFLICTS BETWEEN SECTIONS OF ANA CODE REGUARDINC WA T ERIA +_ S, METHODS OF CONSTRUCTION, OR OTHER REQUIREMENTS, THE MOST RESTRICTIVE SHALL GOVERN. WHERE THERE IS CONFLICT BETWEEN A GENERAL REQUIREMENT AND A SPECIFIC EC'J'F LMENi, THE SPECIFIC REQUIREMENT SHAL'. GOV£Rt. CODE BLOCK Le i ut v1 Q G o � • L • .,, 7 RMvettor. urlt 1 ., 4) \ L. C J 1r140111 Si- to IL, r' q \ (Riverton S 146th I ' S T480. St : en MOM SEA-VC AIRPORT: JAMES KHUL•,. LEE & F/ I." )U LEE 3425 977H AVENUE SE MERCER ISLAND, WI. WW1: CONTACT: JAMES KHUAN LEE ► .chevron Continuo (lbrlt+) on Norm Em, Or 0.3 tni 10w WONT (North) onto Reny 0 m: doa RIGHT (Lost) was S 170tr, St G 2 rwi &lot LEFT (twin) onto SR - (04ernetions1 IlNd) 2.0 nK turn RIG44! (East) onto S 14014* St 3/ yds Arrive 4030 S 14010 St. Ta1R, ;Io, 04 96168 • a ---- -, sp �I DRIVING DIRECTIONS i'‘ ch -- 7re-.Iy . Oration se a 1 4 - Pa , e Park tP t :� 1 n SITE w - m S _] 'Tuitwsa r— -- _ S t4tzt r fd > I � d it v Li - -- ..._... 144th St _ 1. • N ....•_? • 1 / — - • Jr.,. N - _ M .3 o■urr �■I■�r 10545 WILLOWS ROAD NE, SUITE 100 REDMOND, WA. 98052 PROJECT INFORMATION: FOSTER /BIRCH CREST WA0647 -3 4020 - 4030 S 140TH STREET TUKWILA, WA 98' 68 KING COUNTY RRENT IS UE DATE: = ISSUED OR: 09/29/2003 CONSTRUCTION REV.: PAT[: =PLANS PREPARED BY: 111111111111111 IMO � MN • a II Architects - Engineers, P.C. 4630 200TH STREET SW, SUITE K LYNNW000. WA 98036 PHONE (425) 610 -865 FAX: (425) 712 -0846 —CONSULTANT: ' RECENED ''JTY OF TUKWILA SEP 3 0 1003 r/toovtiT CENTER DRAWN BY CHK.: eJC dMG EJC LICENSURE: 6019 RIPTION. - SHEET NUMBER: r .5 TITLE SHEET B Y : 1 APV.: --- --- -- REVISION: 117020 i 1 °I h 0 " t em •"S AGE ENSTIA:.; 40.6' AGE /'UIILIIt POLE ./ WIANSFOINAER -- .... �—. 58 "E .300.00' (XIS lilt; 2 STORY APARTMENT Buk.DNG r ACE.17 IC) (;4 S0. 140TH STREET N87'52'05 "W .N.. • LEGEND Am-1r PEAK . � .1e 1 e. 3' ACE • GRAPHIC SCALE '.POMP- - ---. -.. C,, �•--.. .7►'�..11•ti• '1' - ( Ih f't:i:r ) 14neh - 10 it —, - 4 vita. rat •11DPET,Tr UNE N87 8"W 4.66' • y- N LEGAL DESCRIPTION VICINITY MAP PER fOEuTY NATIONAL TITLE COuPANV OF wA9a•GTON ORDER NO. 102!237 DATED OCTOBER 24. 2002 LOTS 11 14, 1S. 16 AND 17. BLOCK 7. ROBINS vtEw TRACT ADDITION TO RIVERTON. ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 17 OF PLATS. PAGE Y0. RECORDS OF KING COUNTY. wA94 GTOL 'SITUATE IN T14£ COUNTY OF KNG, STATE OF IMASoiNGTON. DESCRIPTION OF EASEMENTS: pfR MEW) NATIONAL TITLE COMPANY OF WASHINGTON ORDER NO. 0771487 DATED NOVEMBER M. 2001. NO EASfMENTS ARE SHONN ON SA10 FIOEuTr TITLE COMPANY OF wA9wdGTON ORDER Na 0771487. TOPOGRAPHIC SURVEY NOTES SITE NUMBER: WA 064 7 -3 SITE NAME: FOSTER BIRCIICREST SITE ADDRESS: 4020 -4030 SO. 140TH TUKWILA. WA. 95168 OWNER'S NAME: ur K OWN OWNER'S ADDRESS: JNKOWr: OWNER'S PHONE: uNK own. TAX PARCEL I f: 736060-0 AND 736060- 0475 -02 .HORIZONTAL CONTROL NORTH 01'48'59 WEST 1234.86' RECORD 123 MEASURED S.W. CORNER OF EXISTING BUILDING N 5069.61 E 4537.33 ASSUMED COORDINATE SYSTEM SCALED GEOGRAPHIC LA L. 41' 2d 41" NUR LONG , 122' 15 59 WEST tAT 47' 28 42 NORTH LONC.- 122' 16' 54" WEST U.S.G.S. QUADRANGLE MAGNETIC DECLINATION i i CAS VERTICAL DATUM! iiatookir MO11K11C WRAC/4T_ DATUM 01 1*20 CONTOUR INTERVAL I Fri 192? NORTH AMERICAN DATUM Ei.EVAYO1 s 275' (GROUND AT S.W BUM.OING CORNER) NATIONAL GEODETIC VERTICAL DATUM OF 1929 • URCFN. WASMINCTON SCALE 1: 25,000 ME TRIC 7.5 x IS MINUTE iirliftS TOP'OGRAPMIC- 0ATHYMETRIC YEAR - 1963 BASIS OF POSITION FOul.0 i/16 :OINEri MONUMENT IN 7HE INTERSECTION OF S. 140TH AND 137T1 AVE SE N 5247.69 f 3718 95 ASSUMED COORDINATE SYSTEM BASIS OF BEARINGS 5Aiu Its/ND i /iR CORNET( 1A::NVUMENT AND A FOUND MONUMENT AT THE SW CORNER of HE C.C. LEWIS D.LC. POSITION FROM U.S.G.S. QUAD MAP 1953 NiORTA AMERICAN DATIAA EQUIPMENT EMPLOYED NIKON Ei,LCCRIOWsC TOTAL STAIIION AND A MAGMAR1 01 MANDIC&.D OPS 11MT SURVEYOR'S NOTES: AAA 10•0111RARtee lMl tY DOE: NOT REPOKIINT A BOUNDARY lUNW!Y. T NO SCALE Of 10 OPK 2.00 OtZ 22 Its 01.0 NE.4110117 10545 WILLOWS ROAD NE, SUITE 100 REDMOND, WA. 98052 — PROJECT INFORMATION: FOSTER BIRCHCREST DIVA 0 6 4 7- 3 ` 4020 -4030 SO. 140TH STREET TUKWILA, WASHINGTON 98168 KING COUNTY — CURRENT ISSUE DATE: — ISSUED FOR: PLANS PREPARED BY: WIMP MO • MM • 1 M ■■■II n „ i KDC I tN U CONSULTANT: —DRAWN BY: REV.: DATE: —SH .ET T TILE: 11/19/2002 SITE SURVEY SNLLT NL.MBER:- Architects - Engineers, P.C. 46.30 200TH STREET SIN. SUITE K LY%4 M000. MA 980.36 PHONE. (425) 670 -8651 FAX. (425) 112 -0846 RECEIVED CITY CW TI JKWILA SEP 3 0 2003 PERMIT CENTER LSO1 CHK.: APV.: MLG I TLS TLS DESCRIPTION: 'TOPOGRAPHIC SURVEY 1MOD OR V MG REVISION: - - 0 Joel B "' : !, I.1.M Y'- -: M. �ww. 7N*At• ! . • •Y 1►'li�a.•• W' ;w. " fir•• • • . L5/28/2003 ,SSuED FOR PRE –ZD'S 4 :5/30/2003 SSJci� FOR zONING SUBMITTAL AvG /%\ 08/0/2003 OG TONING SUBM�TTA� 39/26/2003 O REVIEW ..D ,REv1Ew RD 09/79/20C3 ISSUED FOR 09/79/2 CONSTRUCTION S.AG IMPERVIOUS SURFACE: j TOTAL LOT AREA- 41994 SO 1 7. TOTAi. f E) M/ • RvtOU SURFACE ASO+. IOTA. PROPOSED NEXTf_l IMF••RRVIOUS SURI,,CF AREA. 450 SO rT. 101A.. IMPERVIOUS SURFACE AREA A,WTFk IhS1ALLA1I064. 33704 SQ VI. TOT: EKTr'4NG PERCEN OP LP(kvIOUS SUR:ACL. 79.192 TOT& PERCENT RAT'! RVIOuS SURI ACT ,r'ER INS4A. MOON: �E'� �' -o HUGH Cfi111h LINY FENCE' DRGs'ERY ow r •- r (El UT&1W POLE f 1 1 SITE PLAN .3.1234 SO. FT. 8C 267_ ILLOT NOTE TOTAL LOT ARi A: . TOM: Eu►1.DIWC ARCA: TOTAL NEXi.L AREA: TOTAL R COVCRLD BEFORE: TOTAL Bi COVE RF G AFTEi; v' I FP O O L w Ir. PROPOSED NEXTEL AN'ENNAS WITHIN 30`o PF TRANSPARENT SHROUD 1 CO —'" e -t Y o COAX - �t z u COAX 1 D W [El TREE 0 41994 SC FT. 12278 SO rt. 450 SQ FT. .30.30X 10' -0` EOUIPI4ENT SETBACK LINE PROPOSED NEXTEL COAX ROUTE ON ROOF Coax Coax 0 «••,P -. .. •- —•. . ^ •. • ^► : O•. ^ • [lNoTE , 1 PANT PFI!DPOSED NEXTEL ANTENNA 1 S *4RQU3 ANK) �r/r',iJI.'TNC HARDWARE T O Mt ' C , (E) IRALDING COLOR t L l .�':.:..: main. COAX COAX eh + EXISTING BUtL,BING ASPHALT PARKING (E] O.M. POWER LINES ([l 111 POLE -rte .? - •• • n.•7 -�- •� t 0 COAX 10' -Ow EO111P14ENT SETBACK UPC S. 140TH STREET COAX SCALE. /� 1 Mfr. I -V NOTES: MIPmpm [E.! 6 rlSr CHAIN LINK ; f NCE 1 r, SSA! NE D'RFOR DSO AS M,r; v ,e•r ?P xpo ARFA UN 'TA43!.:1E l7 501., A MAX:M.A. OF ' 0Oti ,.Sr OF OIR TO Mn� Nr EXPOSCU A T AN- (;tVf"N 7 fVf . • 2. LAII • • II: N AR' AS !HA ARE SJBJECT TO CONTRleuTING 5EONAE NT; DURING STORY : VI HIS AND W." WE EARTH IMOv€ M C N' IS N:: AN i x3Rp T O fOR 48 t1011Iit S`IALI St c „/;; !1= D 'NC THE r U► 1. OWINC �►��c - STOCw :_r5 ¶ ' • > r t"GdrRED wITN PLASTIC. - DE SC11,,r `, ►,A' . iE CAVERFJ. . WI i H 4” pI STRAW OR 4� OF CRU!HED ROCK Jill' ;ACING. .3. SDItS S iA' ' NO' 0 3ISTUkFti D EXCEPT Or i • j ODNSTRUCtiON AC''VMIES. PAk PS A! ' DWr r) ON' " ON PAV.. D AND /OR GRAvt'. SURFACES. 4 MMiFN RA '•:r r1t.t IS .4.AVr (L fFINED fi" RAINFALL NAR EN(t P$ TO PRODUCT SE DIM N' Cu ' t FRO1A EXPOSED DIRT) ALL £X'" )SED EARTHWrri.Bc SHA. Si 70VERF Nn OTRE1R CONSTRUCTION ACTIVITY SHAD; OCCUR ON PEkvt.J')S SIRrACE S OuktiPJC THESE OF HEAVY i(AIN COAX I • 0 OMIMMIIMP COAX 0 MUNRO PROPOSED A/C UNITS ON CONCRETE SLAB ENCLOSED WITHIN A SOLID WOOD FENCE ACTING AS A NOISE BARRIER COAX COAX "a (t) 6• - O - i CHAIN LINK FENCE . -- - _■^.- s. .r - .- sv'or7P'T.'-- -- -- -- :�.,'v .( •—..* J - TAO._ . :,^*-. . •1 w•_ ____- . :w , .x -' NIP. . •.- , r PROPERY LINT 6 ' 14'-8` I I PROPOSED NEXTEL EOUIPUENT ROOM W I 4 OH - ON �w � r ) R0 -t.RY Gtr% [�lu m Pllw/ i ron TERMIN o si t ro t grA OC � � PROPOSED ACCESS LADDER FROM e' -O HIGH W/ 4 -0 LOCKING COVER PROPOSED NEXTEL INGRESS/ EGRESS 10' -0' SETBACK PROPOSED NEXTEL INGRESS/ EGRESS Iq IC 135tfi_St N `\. PROPOSED ,NEXTEL U.G. TELCO ROUTE 1. r. .. w. :.r, d RiverttPC Est cqmettn I `' --r- 1401 --'S � � co d. pp�� tD 3 VICINITY MAP 19'- POWER TO ORIGINr.; E TROT/ ; X!CIINL ML 'ER CENTER ON 1ST FLOOR. LOCA:i.D IN 'i:i t ORTHEl, END Of BUILDING. POY .I< TO h; SURFACE .":)'.ANTED 1t? EXISTING CEILING - 1ELCO TO ORIGINAL FRO+.' . E) UlIUTY POLE WITH TELCO TERMINA. ON SOLI H 1401H STREET. ON EAST END OF P.' )l,_EXN[;. TWO POLES CAS' OF POLE #40n4 TELCO TO BE ROuTED UNDERGROUND 16 EQUIPME. N T ROOM POWER/TELCO NOTES 1 NO PARKING IS AFFECTED 6y THIS INSTALLATION . EROSION CONTRA TO BE MArNTAINE6 IHROUC)10U CONSTRUCTION PHASE 3. FD►1IPMENT CA9!NETS AR! LOCK'^. SELF- CONTAINED AND ACC[SSIE:: TO ALTHORIIL.: NEVTE._ PERSONNEL ONLY. PROVIDE SIGNAGE A EoUr'v.Frr. READIN;, AS FOLLOW' 'RADIO FREOuENCY LOUIPVLN1 N. JSE A' SITE. IN CASE OF EMERGENCY. = L SASE CA.: 1 -6U:; -387 -7647 6. EXACT LOCATION OF CPS ANT !NW. -0 B' VERIFIED IN THE FIE. Ci A• "..) IS TO BE MOJN T rG A MINAILAA Or 18' FROM SUPPORT. ZONING NOTES ; Riverton S '1460ra- t � Iphts Q I ; 0 •MML r 5 = 137t1 - i : St_ OD 5 I 5 SITE_ ti s=1.41-St .6P 99 /- 1 ,Chevron 2 !BOUNDARY PLAN • • T) , 0 \ So g.te ' Park - l i r .mo _ 1 1 E, et I LA ' ZE Ln 14 C rukv a —a 587'52'16 300.00 ._ - 71 • -1- ---w- = r r 300.00 N87 • /) yp4 a tr v;• _tea MIIMIMMM 4. SCALE: A In 37'- Lsi SCALE: N.T.S PROPOSED NEXTEL ANTENNAS WITHIN 30 • RF TRANSPARENT SHROUD SCALE r-so • • SCALE • N.T.S N.T.S 01 O► M) 1 1 N 17'- AMMO MW I/Wm" III N air r aim i irr iIIN 10545 WILLOWS ROAD NE, SUITE 100 REDMOND, WA 98052 = PROJECT INFORMATION: FOSTER/BIRCH CREST VA0647 -3 4020 - 4030 S 140TH STREET TUKWILA, WA 98168 KING COUNTY =CURRENT ISSUE DATE: -09/29/2003 FISSUED FOR: CONSTRUCTION — r ry .— "f'IATC• PLANS PREPARED BY: 1111111 — ■ NM II I I KDC Architects - Engineers, P.C. 4636 200TH STREET SW. SUITE K LYNNMI000. WA 98036 PHONE: (425) 570-8651 FAX: (425) 712 -0846 CONSULTANT: RECEIVED CITY OF TI JKWlLA SEP 3 0 2003 PERMIT CENTER ,r 'DRAWN BY: CHK.: II II %N G EJC 8JC = LICENSURE: SHEE SITE PLAN -SHEET NUMBER: A -1 IPTI ON: BY:- APV.: J REVISION: •,. �...,�.� .7.4.411w •"• 10.. .00 ',UAW AM.* :■Y0t4.