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HomeMy WebLinkAboutPermit D04-374 - CENDANT CAR RENTAL GROUP - FENCE, GUARDRAIL, GUARD BOOTH AND SECURITY ITEMSCENDANT CAR RENTAL GROUP, INC. 15820 TUKWILA INTERNATIONAL BL D04 -374 City o. ' Tukwila ukwila Steven M. Mullet, Mayor Department of Commuitity Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: ci.tukwila.wa.us DEVELOPMENT PERMIT Steve Lancaster, Director j Parcel No.: 2223049001 Permit Number D04 -374 Address: 15820 TUKWILA INTERNATIONAL BL TUKW Issue Date: 08/15/2005 Suite No: I Permit Expires On: 02/11/2006 Tenant: Name: CENDANT CAR RENTAL GROUP, INC. Address: 15820 TUKWILA INTERNATIONAL BL, TUKWILA WA i = Owner: Name: STERLING REALTY ORGANI2',ATIO Phone: ► Address: PO BOX 91723, BELLEVUE WA Contact Person: Name: CHANDLER EASON Phone: 650 692 -9911 Address: BLUNK DEMATTEI ASSOCIATES, 1555 BAYSHORE HY, #300 4 Contractor: Name: CHINN CONSTRUCTION LLC Phone: Address: P.O. BOX 2137, REDMOND, WA Contractor License No: CHINNCLOOODS Expiration Date: 03 /05/2006 DESCRIPTION OF WORK: i ADDING SITE PERIMETER CHAIN LINK FENCE (HIGH FEET HIGH - 8% GUARDRAIL, GUARD BOOTH AND SITE SECURITY ITEMS. Value of Construction: $75,269.60 Fees Collected: $1,693.54 Type of Fire Protection: International Building Code Edition: 2003 Type of Construction: III -B Occupancy per IBC: 8 Public Works Activities: 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: Public: Storm Drainage: N Street Use: N Profit: N Non - Profit: N Water Main Extension: N Private: Public: Water Meter: N doc: IBC- Permit D04 -374 Printed: 08 -15 -2005 Z H '~ w q � 2 JD UO N J = H CO) O w� U_Q D =a �w Z rr- I_ O Z t- w 25 D O - o F- w w . F- UO .Z w CO) O Z City o� Tukwila Steven M. Mullet, Mayor Departnie►it of Commu►:ity Developnie►it 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: cOukwilama.us Steve Lancaster, Director Permit Number DO4 -374 Issue Date: 08/15/2005 Permit Expires On: 02/11/2006 Permit Center Authorized Signature: 4U M A A' — Date: 5 -1* DS I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. ! The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws r regulatin io or the performance of work. I am authorized to sign and obtain this development permit. Signatur . Date: i Print Name: C i 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. doc: IBC - Permit D04 -374 Printed: 08 -15 -2005 Z f QQ Y W J UO U) 0 J H. Co ILL W O J u. Cj) a F = .. W zo W 0 - H_ W F- U LL Z, U= COX ~O f- Z 1 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 PERMIT CONDITIONS Parcel No.: 2223049001 Permit Number: D04-374 Address: 15820 TUKWILA INTERNATIONAL SL TUKW Status: ISSUED Suite No; Applied Date: 10/06/2004 Tenant: CENDANT CAR RENTAL GROUP, INC. Issue Date: 08/15/2005 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 4: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 5: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 6: All electrical work shall be inspected and approved under a separate permit issued by the Washington State Department of Labor and Industries (206/248- 6630). 7: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 8: ** *FIRE DEPARTMENT CONDITIONS * ** 9: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 10: Fire Dept. access shall not be obstructed. 11: Fire Department lock boxes shall be provided for access at gate. The appropriate key(s) for access shall be placed in the lockbox. Lockbox order forms must be obtained from the Tukwila Fire Department. The lockbox should be mounted so that it is readily visible and not over 60 inches high. (City Ordinancen #2051) 12: Every building shall be accessible to Fire Department apparatus by way of access roadways with all- weather driving surface of not less than 20' wide and 13'6" vertical clearance. Access roads in excess of 150' shall be provided width an approved turn - around area. Access shall be within 150' of all portions of the buildings. (City Ordinance #2047) 13: These plans were reviewed by Inspector 510. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. 14: ** *PLANNING DEPARTMENT CONDITIONS * ** doc: Conditions D04 -374 Printed: 08 -15 -2005 z '~ w �2 5 00 N CC W J T_ (0 LL W 2 LL Q co d =w z� �0 z E- 7-� U ON � I— wW U_ O ui co z .� City of Tukwila 1808 Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 15: Prior to any work occurring near the London Plane trees along the western edge of the property, tree protection fences shall be installed around the trees. The fences must be installed at least one foot for every inch in diameter of the trees protected. If any fence post must be dug in this area they must be dug by hand. No mechanical equipment is permitted in the fenced area. * *continued on next page ** i. I doc: Conditions D04 -374 Printed: 08 -15 -2005 z �Z " w J U' U CO W = J }— LL W O. 9:3 . (0 a w , f- o z iE- w L U O N o ff WW = U' LL . • Z. W O ~. Z g City of T ukw ila 1908 f I Department of Community Development / 6300 Southcenter BL, Suite 100 /Tukwila, WA 98188 / (206) 431 -3670 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 regulating construction or the performance of work. Signature: IJ Date: Print Name: .. D04 08-15-200 �.: :11 i:7..J:• .:':S =i .Rin.S., .�t..;c,,. ":t %�•uriti.�:w'S:.i�.':,3. kip::(+ a�ti�' �L. 6�. L. um'?. b: nc.} s, u„ r`. i�., viLic :l:iaS CCU. �v ,:, lilltc�.R•ir�.'�•SG.' ' u ::. x.f .Lr:�St<r.1tiY .::tl.,...,ru.�i•,r': ?i; z Z JU U U O CO UJI CO) LL W O. L L ca d HW z F 1- O z F- Wf U� O CO 0 F- WW 2 H �, UL O 111 Z CO O z w s 0.J� A%q G1 a s 1908 Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print ** SITE (� ON "' t � 5� a • <.. IL ��t i•} "c� .3'Y' �•. �,yR•, ti.��, 222304-9015-07. xu�g t:o p►ssessor's lax 1v0-:999104 1 15820 Tukwila International. Boulevard ... .... Site Address c'' i ' :'::: -: Suite Number•, N Floor: NA . r+ �Srii iw�f�,iiri�rrU�.�wyii,wi(�(ufi (wM •u�i:w:�i!iii�i Ir�ir�� Cendant Car`Fsirttal= ',G� ©uR;lnc''j=`' New Tenant: � ..... Yes .:No Tenant Name• - ' •� = - Property Owners N Sterlin. Realt Mailing Address PO Box 91723 Bellevue WA 98009 -1723 City ft" y CONTA ERSC` � i�AC fi .: i£;�+' .(x.,R.�: ?.� ...`�,v Y, ra•.�iv ,,,, :,,},- •�s... :,.�:'. Chandler Easo Blu Demattei Associates 650 - 692 -9. i1 >:":'•; ;:�':.;: Name: Day Telephone• Mailing Address- 1555 Bayshore Nwy.•,: #300•1' Burlingame C� ''= 9 :,•;;�..: ~`:!•:: 94010 ceason3 daarch;com' city b `' : 650- 692 -0181 E- Mail Address ...._i'.��'',: W �'=��� �,;'y =:' Fax Number: ;. C�EI�IFRAY� Y y �CT�R I1 ORMATIaN (Alec liari cal` Con a tcir. intorui onso ikliuck pagcY �'� . c!�t�'C.�' "i.. in ,Sba?. • f5 . ::t�At�5, 5 . S. r3, c's .v.%r,.•.[ C'X"�MY,+, . :'7b�fc ��, : '+,M3j�l;:• Company Name: Chinn Construction, LLC Mailing Address: PO Box 2137 Redmond WA 98073 -2137 Kevin Chinn City 425 -898 -1688 Contact Perso . Day Telephone: E-Mail Add ress: - kevinc@chinnconstruction.com Fax Number: 425 - 898 -0885 Contractor RegistrationNumber: CHINNCL Expiration Date: 3 /5/06 * *An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance ** ARCHIT {EG °, d REC�}ZD�AII`piaria;m�ist be �vt t�s V'r, d b Archttt ctQf Rec, "ot d 3 ,l am".. a S Company Name: Blunk Dernattei Assocjatgs' Mailing Address: 1555 Bayshore Hwy. #300. Burlingame CiR= 94010 city Zip Contact Person: Chandler Eason Day Telephone: 6 50 - 692 -99 &Mail Addresspeason3 @bdaarch.com Fax Number: 650 - 692 -0181 w. 1V ZNE ; F R +' �E+ill pl (s must be `yet �t�jnped Uy Fln�giiicer of�> cord * r . ,, , jf CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Company Name, CT Engineering Mailing Address 80 Nickers ri St„ :Suite o Rick. Contact Person• E Address rwyble @Gte.n _cgm: V $Wfi- tip- itWliwa(oa(7 -2001) Paso 1 Seattle W�, . ;$$109 city 206 - 2 85 -4512 Day Telephone: • �;._ ;' s " Fax Number: 206 - 285 -0618 - :' ..'. .. z `~ w �QQ� 6 C0 W UO W = Cf)LL WO }} �J LL co = W H z F., z O Ir- W W U� O� o�__ WW H� U O W z U= O z .t.,: :••.^. �..., :.:a.., r a. . n.:" �r: c. u :<:.:ui.4,rr.:a:;t.taumt�.A..,Y ,iaY:W ku; "..1 F i is ''1 ro •} Valuation of Project (contractor's bid price): $ --- � OX Existing Building Valuation: S 3,652,300 Scope of Work (please provide detailed information): Site pe rimeter cha link fence, guardrail, guard booth and site security items Will there be new rack storage? 0 ..No If "yes ", see Handout No. for requirements. eAllBalldii :ittiS` usre;Foota tB �; �,.;j 9 � � K� ..,.tn.H��T' nir�':�T.• ....:: <:? �.. J�. \ , �'.. � ��µ s � i �� �� f . 3: � r :� �y� j " f � ... f.i.:• ,,, f:, ;...+ ./. �•�} � /� 7N: uR,V... .!�.•.'.''' xis` Y, BXri n 'rt; a r {:i`i� ctitin� Oae1` •. �4..V• ' iH�!' J;. tJ ,, • . �J [J'.i :yi�:.:C' f V y. SS .Y �i;ik . Y' " ±.` ALn : ir: �•ti:i,,�..'� °; :.1':.C,•1 aQ ; " 46,253 NA NA 48 IV V NA NA NA NA NA :. NA NA' NA : NA NA NA' ?Cta ' ,�' NA NA NA ' . "NA NA .. NA ,.$asealClit. NA NA NA NA N A ` . ; NA `A,. i9ituc NA NA • . NA NA NA N A,. - `Attxc NA NA ' NA. ' NA... ; NA • : NA' ;Detach6 r NA NA NA NA :': :'NA:. Nq: NA N A NA. " f�A': NA. NA .. •: ,. ?> NA NA ' NA NA., NA NA Cornered Deb1c :..•:;:,�; < ?<' :.., :. NA NA :..... ., NA NA NA. NA NA A. NA " NA . NA' t r *Note: Existing bowling alley is 30,008 sq. ft. and existing theater concessions building is 16,515 sq. ft.; 46,523 sq. ft. total. (Demolition of theaters under separate permit.) PLANNING DIVISION: NA Single - family building footprint (area of the foundation of alt structures, plus any decks over 18 inches sad overhangs ®rester tb an 18 inches) ; *For an Accessory dwelling, provide the following: Lot Area (sq ft): NA Floor area of principal dwelling: NA 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? ..... Yes ❑ ..No If "yes ", explain: Conversion of bowling alley to car maintenance acility, conversion of theater concessions to an administration office. .,.Sprinklers E...Automatic Fire Alarm ❑..None ❑ ... Other (specif�r) Will there be storage or use of flammable, combustible or hazardous materials in the building? M ...Yes ❑ ... ,('f `des', allach list of materials and storage locations on a separate 8-112 x 11 paper indicating quantides and'Matertal Safety,Da(a Sheets. Pace 2 Z JZ Z W QQ J U to Q W J r CO LL WO J !L cf) a = W H Z f.. 1-- O W �5 U� CO aH W W H (.5 lt- O W Z U= O F— Z UBLiC W i } � . S PF i . X� F..� t . MA ON 064, ��� ,� � w" t � <,� � �z�h ..,.. :�±��� Scope of Work (please provide detailed information): Site erimeter chain Link fen a uardrail uard booloand security items Call before you Dig: 1-800424-5555 ,. f y ti. •. •q' ;:��tut�]�e , $.P��p>�lia:',WOrilta $�, ,\4 n r:�Qi': �ee�;�Drl:�4 1� :<,o;� Water Dbtrict ❑ ... Tukwila ... Water District #125 ❑...Higbline ❑— Renton E — WaterAvailability Provided Bowler Dbtrlct ❑ ... Tukwila ... Vaivue ❑... Renton ❑ — Seattle ❑ ... sewer use Certificate E ... Sewer Availability Provided ❑... Approved Septic Plans Provided ❑ ... Septic System- For on lte septic system, provide 2 copies of a current septic design approval by King County Health Department. Submitted with Ap2iication (mark boxes which KIM: NA ❑... Civil Plans (Maximum Paper Size -22" x 34") ❑ ... Technical Inbrmation Report (Storm Drainage) ❑ ... Geoteehnieal Report ❑ ...Traffrc Impact Analysis _ F-1—Bond ❑... Insurance ❑ ...Easement(s) ❑... Maintenance Agreement(s) ❑ —Hold Harmless Ztgggsod Activities (mark boxes that aonlvl: NA ❑ ... Right-of-way Use - Nonprofit for less than 72 hours ❑... Rigbt•of- -way Use -Profit for less than 72 hours ❑ ... Right-of-way Use - No Disturbance ❑... Right of -way Use— Potential Disturbance ❑...ConstructiowExcavation/Fill - Right-of-way Non Right•of -way ❑ ...Total Cut cubic yards ❑... Work in Flood Zone ❑ ... Total Fill cubic yards ❑... Storm Drainage [].,.Sanitary Side Sewer El-Abandon Septic Tank ❑ ...Grease Interceptor ❑...Cap or Remove Utilities ❑ ...Curb Cut ❑ ...Channelization []...Frontage Improvements ❑ ...Pavement Cut ❑ ...Trench Excavation 0... Traffic Control ❑ ...Looped Fire Line ❑ ...Utility Undergrounding ❑ ... Backflow Prevention - Fire Protection " Irrigation •' Domestic Water ❑ ... Permanent Water Meter Size.. WO# x , ❑ ... Temporary Water Meter Size . " WON C] ... Water Only Meter Size............ " " ❑ ... Deduet Water Meter Size.......... ❑ ... Sewer Main Extension ............. Public Private ❑... Water Main Extension .............Public Private rpprioMtoudpe�mit �cvr�o.aont�•zoa) Page 3 Z Z tY WW QQ f• 3 UO W = H S2 LL. WO 9Ei U. Q CO Y �_W Z H WO W U� �_ O W i UO ..Z W CO O Z MECHANICAL CONTRACTOR INFORMATION Company Name Mailing Address; iv sip zo - - - - - - -- Contact. Patcsw, Day Telephone: F.-Mad Address Fax Number: Contractor RtgW&UouW=ba-. Expiration Data: 00 An- aiginal or notarized copy of current W=Wngton State Contractor I idd must be presented aVOW tunas of perndt is LWWe+e Valuation of Projwt (contractor bid price): S . •........ Scope of. Work (please provide detailed iaronmioat): JIM Reeideaatial: New«.. Replacernent [] Comma cial: Ne*_._O ' • - Replaceuto:at.....❑ mectric...... OAS ..... 0: othrx: Indicate typo of mechanical wofk being installed and the quantity below: Value of canstructim —In all canes, a value o €constnrction amount should be entered by the applicanL This fiigure will be teviewed and is subject to possible revision by the Permit Center to *ot*y yr ith eurmt, (to schcdutes. lEsplration of Pbu Review --' Applicaticros for wWoh no peaanit is issued within 180 days foli o wina the data of apptiatiou shall apire by limlati a. The Building OfI"rcial may extend the time fvr Action by the applicant for a period trot exceeding 180 days" wci#at ragvoA.by the applicant as Wood in Section 107.4 oftbe Uniform Building Coda (cun"tedltion). No application shrill be extazsded molt than once. I HEREBY CERTIFY 1 THAT 1 HAVE READ AND EXAMINED TEAS APPUCATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PEWURY BY THELAWS OF THE STATE OF WA.S14INGTON, AND 1 AM AUTHORIZED TO APPLY FOR THIS PST. BUILDING AGENT: Printtt David Sc h oo ley Steriing Realty Organization Co. Marling Address Date ApplicationAccepWd. Daft Applicatidnn Expires: star, tw" ' , o- *00iW*0­4 Npuftim 0-2w Pam a z ~w � D UQ Cl) = H C0 LL WO LLQ do D = a �W z X t— F- O z (_ W �5 U� ON t] I _ WW �0 LL O LLI z U= 0 �:.�.��:;. ''�' • '.:iiMa�iei«,6 L;t.a;�::t i.�i�'i�.r::�:t'"»;�3:4sCxiY�1 WK Milk i do >7urnaca<100IC 13TU Air Handling Unit >10,000 Pine DDemmpar Q -3 HP1100,000 BTU CFN 100K HTU • • Cxioilec . 3-151 00,000 NFU venwhfiz Fin ..:: :' ;: • ntt.: :.. 13-30 P /1000000 TU : ` ; :•.. etttilatirNt 3ysteam : ; oodltiss:Stcvi►e :' . 50 HP11,750,000 ti4oanteA.iieotlet• .. ': . .. �,,..... Hood W :fir Hotta• 13 i#tg. 3ttciaerator - S +3sanatatnar AirHandii".Ubit Iuc z— tid: M ;GEM <10 000 CRA e Value of canstructim —In all canes, a value o €constnrction amount should be entered by the applicanL This fiigure will be teviewed and is subject to possible revision by the Permit Center to *ot*y yr ith eurmt, (to schcdutes. lEsplration of Pbu Review --' Applicaticros for wWoh no peaanit is issued within 180 days foli o wina the data of apptiatiou shall apire by limlati a. The Building OfI"rcial may extend the time fvr Action by the applicant for a period trot exceeding 180 days" wci#at ragvoA.by the applicant as Wood in Section 107.4 oftbe Uniform Building Coda (cun"tedltion). No application shrill be extazsded molt than once. I HEREBY CERTIFY 1 THAT 1 HAVE READ AND EXAMINED TEAS APPUCATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PEWURY BY THELAWS OF THE STATE OF WA.S14INGTON, AND 1 AM AUTHORIZED TO APPLY FOR THIS PST. BUILDING AGENT: Printtt David Sc h oo ley Steriing Realty Organization Co. Marling Address Date ApplicationAccepWd. Daft Applicatidnn Expires: star, tw" ' , o- *00iW*0­4 Npuftim 0-2w Pam a z ~w � D UQ Cl) = H C0 LL WO LLQ do D = a �W z X t— F- O z (_ W �5 U� ON t] I _ WW �0 LL O LLI z U= 0 �:.�.��:;. ''�' • '.:iiMa�iei«,6 L;t.a;�::t i.�i�'i�.r::�:t'"»;�3:4sCxiY�1 f City o Tukw i 1 a f 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 i Parcel No.: Address: Suite No: Applicant: r RECEIPT 2223049001 15820 TUKWILA INTERNATIONAL BL TUKW CENDANT CAR RENTAL GROUP, INC. Permit Number D04 -374 Status: APPROVED Applied Date: 10/06/2004 Issue Date: Receipt No.: ROS -01212 Initials: BLH User ID: ADMIN Payment Amount: 1,028.16 Payment Date: 08/15/2005 03:41 PM Balance: $0.00 Payee: CHINN CONSTRUCTION LLC TRANSACTION LIST: Type Method Description Amount e ---- - - - - -- -- - - - - -- --------------------- - - - - -- ------ - - - - -- �' Payment Check 108971 1,028.16 i ACCOUNT ITEM LIST: Description Account Code Current Pmts ------------------------ - - - - -- ---------- - - - - -- ------ - - - - -- BUILDING - NONRES 000/322.100 1,023.66 STATE BUILDING SURCHARGE 000/386.904 4.50 Total: 1,028.16 6168 08116 9716 TOTAL 1028.16 doc: Receipt Printed: 08 -15 -2005 Z IZ �W UO Cl) w= J S2 LL. Uj �J LLQ co) = W ? F- F- O Z F- W U �. O �. O H wW �O .• Z W N O Z C o f Tukwila Me 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 RECEIPT Parcel No.: 2223049001 Address: 15820 TUKWILA INTERNATIONAL SL TUKW !. Suite No: j Applicant CENDANT CAR RENTAL GROUP, INC. I '• Receipt No.: R05 -01828 i Initials: 7EM User ID: 1165 i Permit Number D04 -374 Status: ISSUED Applied Date: 10/06/2004 Issue Date: 08/15/2005 Payment Amount: 58.00 Payment Date: 12/21/2005 03:59 PM Balance: $0.00 Payee: CHINN CONSTRUCTION, LLC i TRANSACTION LIST: Type Method Description - - - - -- Amount Payment Check 109743 58.00 i ACCOUNT ITEM LIST: Description Account Code Current Pmts i------------------------ - - - - -- ---------- - - - - -- ------ - - - - -- PLAN CHECK - NONRES 000/345.830 58.00 Total: 58.00 doc: Receipt Printed: 12 -21 -2005 z ~ W w g U0 N J � C0 W U. W� U . �d F W z�.,' 1— O Z I- W LLJ �13 U to O O F- =U LL rr- � Li l Z U N O Z i City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 I RECEIPT Parcel No.: 2223049001 Address: 15820 TUKWILA INTERNATIONAL BL TUKW Suite No: Applicant: CENDANT CAR RENTAL GROUP, INC. Permit Number Status: Applied Date: Issue Date: D04 -374 PENDING 10/06/2004 Receipt No.: R04 -01371 Payment Amount: 665.38 Initials: SKS Payment Date: 10/06/2004 02:10 PM User ID: 1165 Balance: $1,028.16 f Payee: CHINN CONSTRUCTION, LLC I ; TRANSACTION LIST: Type Method Description Amount ---- - - - - -- -- - - - - -- ------------------ --- - - - - ? Payment Check 107438 -- ------ - - - - -- 665.38 ACCOUNT ITEM LIST: Description Account Code Current Pmts ------------------------ - - - - -- ---------- - - - - PLAN CHECK - NONRES 000/345.830 -- ------ - - - - -- 665.38 Total: 665.38 ,i ?E i ca i . >;f M doc: Receipt Printed: 10 -06 -2004 Z Z �U 0 0 y0. CO) J �- LL. WO� �J LL Q = a. �w z f- F- 0 LO Z F- U� 0 {- WW HU LL Z 111 co O +` Z T 77 1iTSPECTION RECORD Retain a copy with permit 00-//-.? 7 ION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 1" 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -367 Pr ' ct: /L Type of Inspect A ddress: Date Called: Special Instructions: Date Wanted: Requester: Phone No: V Approved per applicable codes. n Corrections required prior to approval.7 I � :)'-j '-, '4. ; J 9, . - - - - t�n -J, / /. , - . - / I nspector: uate: F1 $ 00 REINSPECTION FEE C ED. P or to inspection, fee must be at 6300 Southcenter Blvd Suite 1 .Call to sechedule reinspection. Redefot No.: IDate: .. _.,.a.+�+.+++.- w.YU.rw *.suY.W wwru+w.me+ •yn:;Gi7' ti�iL{�i4 t Y�fK+�".tt�t�..': - •.ik�M1ti±.vp%J.lut IL Z Q W JU UO CO) U J� L. W J IL Q CO) _ I,... W H O W �5 U� O N. =U u. O tll Z CO) Z .A INSPECTION RECORD Retain a copy with permit INSPECTION NO. PE JR CITY OF TUKWILA BUILDING DIVISION 6300 SouthcOnter Blvd., #100, Tukwila, WA 98188 ) 431 -3 79 t7� Pr * t P�Ajr 14 Type of Inspection: Address: Date Called: Special Instructions: Date Wanted: a. M. P.M. Requester: Phone No: ved per applicable codes. Corrections required prior to approval. COMMENTS: [# 8 . 00 REINSPECT104 FEE REQUIRED. Prior to inspection, fee must be a at 6300 Southcenter Blvd., Suite 100. Call to sechedute reinspection. I lReceipt No.: Date: Z JU 00� U) 0 (0) LU LU X J I.– (0 LL W O U- CY X LU x 0 W UJ, 5 0 0— �Q h– W U J H C . ) LL O . Z CO Z OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing 21 December 2005 6747 M. L. King Way South, Seattle, Washington 98118 -3216 USA Tel: (206) 725 -4600 • Toll Free: (888) OTTO -4 -US • Fax: (206) 723 -2221 WBE W2F5913684 • WABO Registered Agency • Website; www.ottorosenau.com City of Tukwila Building Department 6300 Southcenter Blvd, Suite 100 Tukwila, Washington 98188 -2544 Project: Cendant Car Rental Address: 15820 Tukwila International Blvd. G GEX vVD RE ff 2 � 1p05 �G GEM pM N � V Permit Numbers: D04.4A2 005 -012, D04 -37 site) Job Number: 05 -455 We herewith certify that we have completed the following special inspections. To the best of our knowledge, 4 the work inspected was in conformance with the approved plans and specifications and the applicable j workmanship provision of the building code. i r i f All typewritten reports have been mailed to your office or are enclosed. All reports appear to be complete. This report should not be considered as a warranty for conditions and /or details of the building. Items inspected are: 1. Soil compaction 2. Epoxy wrap 3. Epoxy grouting (bar) 4. Epoxy - grouted anchor bolts 5. Reinforcing steel 6. Reinforced concrete 7. Reinforced masonry 8. Welds 9. Anchor bolts Sinr_PrPly z Q 1- IH W WD 00 O LU J � C0 u- w LLQ CO) D. cY z F- F- O z i~ 25 D CO) � H- w w rr- �. ti. O w Z O z OTTO ROSENAU & ASSOCIATES, INC Recover) Geotechnical Engineering, Construction Inspection & Materials Testing NOV 9 Field Age 1 Area ,r commu Strength Type of Fracture CONCRETE REPORT °EVE OPME Job Number: 05 -455 Report Number: 33259 Permit Number: D04 -374. Project: Cendant Car Rental Client: Chinn Construction, LLC Address: 15820 Tukwila International Blvd, Tukwila Address: PO Box 2137, Redmond Date: 11/2/200 Inspector Ross Bogle Description /Location: Retaining wall footing at 160 St. and northwest comer of building. Rebar as per approved plans. Resteel verified: Yes Resteel grade: 60 Manufacturer: Cascade Mills and Nucor Placement Data Design ® Actual El Batch Weights /Cubic Yard. Supplier: Stoneway Cement (Ibs. /type): 400# 1 -II Mix Number: 4356 Fine Agg. (Ibs): 1455# Slump Spec: 5"± 1" Coarse Agg. (Ibs /size): 1901 #' /" W/C Ratio Spec: 0.45 Coarse Agg. (Ibs /size): Air Spec: 0.1% Coarse Agg. (lbs /size): Total Yards: 30 Fly Ash (Ibs): 100# Placed Via: Chute Water (Ibs or gal): 225# Consolidated: Yes (vibrator) Admixtures (specify): 30 oz. WRDA -64, Required Strength (psi): 4000 65 oz. Daraset "Sampling Testing Data.::_ Time: Cubic .. Water: Slump Air : %a Conc: Tenip :Ambient Truck Ticket ASTM :C 172X 31. :Made : ; Yards::: Added C143 C 231, ; ; G 1064 ;: Temp:.. . No :. Ng.:::. . Cast Samples. 1 -4 10:30 20 10 gal. 5" N/A 60 50° 429 581415 Weather: Overcast Slump Range: Air % Range: Date Samples Picked Up: 11/3/2005 Initial Curing Method Excluding ASTM C31 - 12.1.5 Initial Curing Temp: Excluding ASTM C31 - 10.1.2 Commen Tested in general accordance to: ASTM C39 x ASTM C109 ASTM C617 ASTM C1231 x Note: Type of fracture does not apply when testing in conformance to ASTM C1231 Final curing in calcium hydroxide water storage tank at 73 1 3 0 F Other Test Methods / Standards Used: REINFORCING I PLACEMENT: Conforms X Does Not Conform COMPRESSIVE TEST RESULTS Specimen Test Field Age Size Area Max Load Strength Type of Fracture Number Date Cure (Days) (in.) (Sg.ln.) Weight Its.) in§j (other than cone) 1 11/9/05 7 6x12 28.23 29.33# 94,190 3340 Technical Responsibility: 4 Y� alt r C. ansen, Project Manager This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. r 6747 M.L. King Way S., Seattle, Washington 98118 — Phone (206) 725 -4600 or 1- 888 - OTTO -4 -US — Fax (206) 723 -2221 Form No.: ADMIN -62 -02 (Rev 04104) Z iH Z W Q2 W= JU U0 Cl) �q= H C0 U. WO U.Q N :3 2 H O Z H W U� ON o l-- Ww HL) LL 0 l Ll Z CO) H � O Z W C!1 01 � �Q v Owe OWN rD 00 O O W J M 't R.T. WHARTON & ASSOCIATES, INC. PROJECT:BIG ENTERPRISES 1 601 S. NULLIKEN AVE, SUITE H JOB NO: C6414 ONTARIO CA (909) 605 -6865 (909) 605 -6870 FAX DATE: 10 -19 -04 STRUCTURAL CALCULATIONS PREPARED FOR: B.I.G. ENTERPRISES 9702 E. RUSH ST SOUTH EL MONTE, CA 91733 FILE COPY DESIGN CRITERIA: '°""' ' ` - 1997 UBC, BOCA 1996 9 ED. AISC SPECIFICATION 1986 ED. COLD FORMED STEEL SPEC. 1989 COLD FORMED STEEL ADDENDUM . 0 wAS r k FCt 1 iti� E XPIRE S NOV 3 11 Anne DESIGN DATA: LL (PSF) DL (PSF) TL (PSF) LOAD FACTOR REMARKS ITEM: ROOF: 25 5 30 1 FLOOR: 50 10 60 1 WIND: 13.218 1.33 80 MPH, EXP B SEISMIC: 1.33 ZONE 4 / Boca Category D SOIL BEARING: N/A PAGE NO. TITLE 1 COVERSHEET 2 TABLE NO. 1: STRUCTURAL TUBE PROPERTIES 2 MlIEWED MR 3 TABLE NO.2A,3A & 4A: STANDING SEAM CEILING DECK PROPER IE COMPLIANCE 4 TABLE NO.5 & 6: FLOOR PANEL SPAN LIMITS 5 TABLE NO. 7, 8 & 9: FLOOR JOIST SPAN LIMITS 6 TABLE NO. 10: ROOF PANEL SPAN LIMITS AIJG — 7 TABLE NO. 11: ALLOWABLE RAFTER SPANS 8 WINDOW SILL SPAN LIMITS 9 WALL STUD SPACING LIMITS 10 vu -f RIM DING 1 1 TABLE NO. 13: ALLOWABLE MODULE LENGTH BASED ON TUBE DIVISION 11 TABLE NO. 14: ALLOWABLE MODULE LENGTH BASED ON PANEL STRENGTH 12 TABLE NO. 15 & 16: ALLOWABLE MODULE LENGTH BASED ON WELD STRENGTH 13 14 CM-y 15 MISCELLANEOUS DETAILS: PANEL WELDS AND'ANCHOR BOLTS 16 TABLE NO. 19: ANCHORING CALCULATIONS, 80 MPH, EXP. B om 2 8 2OU4 17 18 TABLE NO. 21: SIDE HEADER TUBE LINEAL LOAD CAPACITY 19 TABLE NO. 22: ROOF WIDTH LIMITS AT 25PSF 19 TABLE NO. 23: ROOF WIDTH LIMITS AT 30PSF 20 INCOMPLETE 2 0 D04-37'1 a LL. QQ JU 00 W= S2 LL w J wj cl) =w �O z f- w Lu U� ON o�- W o �O .z w U= O~ z R.T. WHARTON & ASSOCIATES, INC. PROJECT: BIG ENTERPRISES 601 S. MILLIKEN AVE, SUITE H JOB NO: STANDARD ONTARIO, CA (909) 605 -6865 (909) 605 -6870 FAX DATE: 01 -17 -02 TART .F. NCB _ 1 - PR OPF.R TTF.4 OF STRT JCTTJRAL TUBING z 80 MPH I TABLF NO. 2: PROPERTIES OF STANDING SEAM ROOF DECK A lx Sx rx ly Sy ry SIZE 2 4 3 0.645 0.772 0.480 4 3 FT 1x2x.083 0.470 0.238 0.238 0.711 0.078 0.156 0.407 2x2x.083 0.636 0.391 0.391 0.783 0.931 .0.391 0.783 2x3x.083 0.802 1.021 0.681 1.128 0.543 0.543 0.823 3x3x.083 0.968 1.375 0.916 1.191 1.375 0.916 1.191 2x2x.105 0.796 0.478 0.478 0.775 0.478 0.478 0.775 3x3x.105 1.216 1.701 1.134 1.183 1.701 1.134 1.183 2x2x.120 0.902 0.534 0.534 0.769 0.534 0.534 0.769 2x3x.120 1.142 1.416 0.944 1.113 0.746 0.746 0.808 3x3x.120 1.382 1 1 .9 14 1.276 1.177 1.914 1.2761 1.177 2x.083 Qrxxrm .0567 1 0.283 0.245 .0707 0.283 0.245 1 0.707 I TABLF NO. 2: PROPERTIES OF STANDING SEAM ROOF DECK TABLE NO. 3: ALLOWABLE SPANS: (ASSUME lOPSF DL) LIVE LOAD PAN IN TENSION PAN IN COMPRESSION (PSF) A Ix Sx A Ix Sx MATERIAL (IN. 2) (IN. ^4) (IN. ^3) (IN. ^2) (IN. ^4) (IN. ^3) 16GA. FY =33KSI 1.400 1.303 0.572 0.645 0.772 0.480 ALLOW. MOMENT 707 FT -LBS / FT 592 FT -LBS / FT 20GA. FY =33KSI 0.8481 0.823 1 0.363 0.349 1 0.403 1 0.283 ALLOW. MOMENT 448 FT -LBS / FT 349 FT -LBS / FT TABLE NO. 3: ALLOWABLE SPANS: (ASSUME lOPSF DL) LIVE LOAD 16GA. FY =33KSI 20GA. FY =33KSI (PSF) STRESS DEFELECTION @ U240 STRESS DEFELECTION @ U240 20 13.73 12.80 10.93 10.99 30 11.89 11.63 9.47 9.98 40 10.63 10.80 8.47 9.27 TABLE NO. 4: ALLOWABLE CANTILEVER (ASSUME lOPSF DL) LIVE LOAD 16GA. FY =33KSI 20GA. FY =33KSI (PSF) STRESS DEFELECTION @ L/240 STRESS DEFELECTION @ U240 20 6.28 6.38 4.82 5.14 30 5.44 5.79 4.18 4.67 40 4.87 5.38 3.74 4.33 116 - Fr - az 11 z16 16" 1 28' z ~ w JU UO N o J Tu. w LLQ �o � �w 1--o z 1- a U� O� o F-- wW L O w z U= O z 1 R.T. WHARTON & ASSOCIATES, INC. 601 S. MILLIKEN AVE, SUITE H ONTARIO CA (909) 605 -6865 (909) 605 -6870 FAX I ' I 1 1/2 16ga., FY = 33 KSI min. 2" r F 1/2" 3 i 16 TABLE NO. 2A : PROPERTIES OF STANDING SEAM CEILING DECK PAN IN TENSION PAN IN COMPRESSION A lx Sx A 1x Material (IN. ^2) (IN . "4) (IN. ^3) (IN. ^2) (IN . "4) 16ga FY =33 KSI 1.163 0.374 0.2191 1.163 0.283 Maxo = 0.3598 0.3297 TABLE NO. 3A: ALLOWABLE SPANS ( ASSUME 10 PSF DL) LIVE LOAD 16ga FY =33 KSI STRESS DEFLECTION PSF @L/240 10 10.39 9.67 TABLE NO. 4A : ALLOWABLE CANTILEVERS ( ASSUME 10 PSF DLL LIVE LOAD 16ga FY =33 KSI STRESS DEFLECTION PSF @L/240 20 4.97 5.22 0 PROJECT: BIG ENTERPRISES JOB NO: STANDARD DATE: 01 -17 -02 Sx (IN A3) 0.200 z - Z '� w � D J U. U co o co w co) LL w� 9 a5 u- UU _° F- w z� F- O Z F- O �, o F" w ui llJ z U� O Z ti s R.T. WHARTON & ASSOCIATES, INC. PROJECT: BIG ENTERPRISES 4 601 S. MILLIKEN AVE, SUITE H JOB NO: STANDARD ONTARIO CA (909) 605 -6865 (909) 605 -6870 FAX DATE: 01 -17 -02 80 MPH 11 GA. FLAT PANEL FLOOR REF. "FORMULAS FOR STRESS AND STRAIN" BY ROARK & YOUNG fb _ - BETA *b /(144 *t = Fb b = Fb* 144t /(BETA *q) y = APLHA *q *b /(144 *E *e = b/360 b = 1/360 *144 *E *t /(ALPHA *q) TABLE NO. 26, CASE 6a a/b 1.00 1.20 1.40 1.60 .1.80 2.00 <2.00 BETA 0.4182 0.4626 0.4860 0.4968. 0.4971 0.4973 0.5000 ALPHA 0.021 0.0243 0.0262 0.0273 0.028 0.0283 0.0285 I TABLE NO.5: ALLOWABLE SPANS LIMITED BY STRESS Fb S t BETA q(DL + LL) SF ' bWAX) 19800 0.12 0.5 60 37 CLEAR BASED ON STRESS 19800 0.12 0.5 110 1 27 CLEAR BASED ON STRESS TABLE N0.6: ALLOWABLE SPANS LIMITED BY DEFLECTION Fb S t ALPHA qLL SF) bWAX) 19800 0.12 0.0285 50 24 CLEAR BASED ON STRESS 19800 0.121 0.0285 1 100 1 19 CLEAR BASED ON STRESS z w �? 00 0 w= co LL w } 0 } J ua N o �w z� �0 z �- w W U D 0 - o �- ww U ui Z. U =' O �- Z R.T. WHARTON & ASSOCIATES, INC. PROJECT: BIG ENTERPRISES 601 S. MILLIKEN AVE, SUITE H JOB NO: STANDARD ONTARIO CA (909) 605 -6865 (909) 605 -6870 FAX DATE: 01 -17 -02 TABLE NO. 7: ALLOW. FLOOR JOIST SPAN FOR TS 2x2x.083 60 psf LOAD Dead 10 PSF Live Load 50 5 80 MPH TABLE NO. 7A: ALLOW. FLOOR JOIST SPAN FOR TS Ix Sx q(DL + LL) Fy Joist a 3 SF S 2x2x.083 0.391 0.391 60.00 46000 Joist Spacing Stress Span Def. Span (IN.) (FT.) (FT.) 10 12 10.94 6.95 16 9.48 6.31 24 7.74 5.52 5 80 MPH TABLE NO. 7A: ALLOW. FLOOR JOIST SPAN FOR TS 2x3x.083 60 psf LOAD 'Sx Ix Sx q(DL + LL) 3) Fy Dead 10 PSF 1.021 Joist a IN. SF : Stress Span S Live Load 50 PSF [ "'AL' LOW Ix 'Sx Joist a 3) 2x3x.083 1.021 0.681 60.00 46000 Joist Spacing : Stress Span .Def.. Span IN. T. T. 10 8 12.83 11.67 10 12.0 10.83 12 11.33 10.25 16 10.25 9.33' 24 9.0 8.17 [ "'AL' LOW TART .R Nn Q- A T .T .nw FT .nnR TnTeT QU A TAT R Tc An r, TAT .a.. T T JOIST ;SPANe I - 2x3x.120 >..` � 60 psf LOAD =: q(DL + LL) Fy Dead 10 PSF SF S Live Load 50 PSF z a w QQ 30 00 J = H Tw w wa cl) 1 F- w z i- 1- O z f- w w U �. O� o F- ww LL —0 W z U2 o'' z Ix 'Sx Joist a 3) 2x3x.120 1.416 0.944 60.00 46000 Joist Spacing Stress Span Def. Span 8 20.84 12.22 10 18.64 11.35 12 17.02 10.68 16 14.74 9.70 24 12.03 8.47 TART .R Nn Q- A T .T .nw FT .nnR TnTeT QU A TAT R Tc An r, TAT .a.. T T JOIST ;SPANe I - 2x3x.120 >..` � 60 psf LOAD =: q(DL + LL) Fy Dead 10 PSF SF S Live Load 50 PSF z a w QQ 30 00 J = H Tw w wa cl) 1 F- w z i- 1- O z f- w w U �. O� o F- ww LL —0 W z U2 o'' z Fb (PSI) t (IN) BETA q (PSF) bWAX) Mq) 19800.00 0.06 0.50 20.00 32 CLEAR SPAN 19800..00:; 0.06 0.50t 25'00' 29.,CLEAR SPAN, 19800.00 0.06 0.50 30.00 26 CLEAR SPAN 10800.00 0.06 0.50 35.00 24 CLEAR SPAN' 10800,0 01. 0.06 40.00s 23%CL-EAR-.-SPAN4:4 19800.00 0.06 0.50' 45,60' 21' CLEAR SPAN- Z �Z W �QQ � JU UO Cl) J LL WO LL Q Cl) D = �W Z H 1- O Z F- W5 U� O - o f- W W H C.) u. O W Z CO) O Z j R.T. WHARTON & ASSOCIATES, INC. 601 S. MILLIKEN AVE, SUITE H ONTARIO, CA (909) 605 -6865 (909) 605 -6870 FAX WINDOW SILL: Z 2 x 1 x 1/2 x 16 GA. ITERATION #2 PROJECT: BIG ENTERPRISES JOB NO: STANDARD DATE: 01 -17 -02 t = 0.06 IN. R = 0.093 IN. ELEMENT L lx Yb L *Yb D L *D 1 0.801 0.000 2.030 1.625 0.759 0.608 2 0.145 0.000 1.996 0.290 0.702 0.102 3 1.815 0.498 1.030 1.869 0.017 0.030 4 0.145 0.000 0.064 0.009 1.200 0.174 5 0.378 0.000 0.030 0.011 1.274 0.481 1 3.2841 0.4981 3.804 1.395 SUM Cq= A= 0.197 SO. IN. �- Y(BAR) = 1.159 IN. 1 4 Ix. = 0.114 IN. 3 ' : Cb: =' 1'.159 IN. Ct = 0.901 IN. 2 5 '2 Sx = 0.098 IN. . Fy= 33.000,KSI. -... Mn = S *Fy= 3.235 IN -K Ma= W1.67;7-: 1.94 IN-K OR: * 161' FT -LB S CHECK UNSTIFFENED'COMPRESSION ELEMENT: '('AISI.1986; B3.1) ELEMENT " �'f ; W,A LAMBDA ROE lb 2 1 ; 14.625 1 0.7911 0.912 10.801 NOT FULLY EFFECTIVE WIND LOAD ON SILL: Ce= 0.620 EXPOSURE B Ce= 1.060 EXPOSURE C Cq= 1.200 qs= 16.400 PSF @ 80 MPH p= 12.202 PSF EXPOSURE B 20.861 PSF EXPOSURE C Sill HT = 3.417 F'I'. Hdr. RT.= 6.833 FT TR1B.= 3.417 FT. W= 42 PLF EXPOSURE B 71 PLF EXPOSURE C DEF. L /180 LofAX)= 6.16 FT EXPOSURE B 0.410 0.411 4.92 FT EXPOSURE C 0.284 0.328 : �� i z �w cr 7- �U UO M uj = u. w O. u - c� = �W z f- F- O w ~ w U� o- W U u- O' w z H H co O z R.T. WHARTON & ASSOCIATES, INC. 601 S. MILLIKEN AVE, SUITE H ONTARIO CA (909) 605 -6865 (909) 605 -6870 FAX PROJECT: BIG ENTERPRISES JOB NO: STANDARD DATE: 01-17-02 WALL STUD: TS 2 x 2 x.083 x TO" LONG WIND LOAD = 12.20 PSF EXPOSURE B 20.86 PSF EXPOSURE C CALCULATE HORIZONTAL SPACING OF STUDS z ALLOW. M 14371.9 IN-LB OR 1198 FT -LB p *S *0 /8= 1198 FT -LBS MAX L= 7 FT MAX S= 16.03 FT FOR EXPOSURE B 9.37 FT FOR EXPOSURE C ALLOW. DEF. = 0.467 IN. @L /180 1 ''S*o*S *Ir''`k *lz) 1(384 *29000000 *lx) = 0.467 IN. MAX L= 7 FT MAX S= 8.02 FT FOR EXPOSURE B 4.69 FT FOR EXPOSURE: -C' 7 FT. HIGH WALL STUD MANIMUM SPACING TO BE i 8.02 FT FOR EXPOSURE. B 4.69 FT FOR EXPOSURE C 0 80 MPH z Z U J � �LL w O. J LL. Q co :3 = �w z ZO 5 U� :O �. .0 H WW LL —0 ui z co) O z R.T. WHARTON & ASSOCIATES, INC. PROJECT: BIG ENTERPRISES 11 601 S. MILLIKEN AVE, SUITE H JOB NO: STANDARD ONTARIO CA (909) 605 -6865 (909) 605 -6870 FAX DATE: 01 -17 -02 80 MPH TYPICAL END FRAME: LIMITED TO A KIOSK WITH A 7'0" HEIGHT & 1'0" FASCIA FOR A lk LOAD APPLIED LATERALLY AT THE TOP OF THE FRAME, WE GET: LATERAL DISPLACEMENT = Sx 0.620 IN. = 1-1/134 HORIZONTAL REATION = +/- 0.500 K VERTICAL REACTION = +/- 2.970 K TUBE MOMENT = +/- 1.000 FT -K TUBE SHEAR +/- 0.500 K TUBE AXIAL +/- 0.860 K PANEL SHEAR +/- 0.618 KLF BASED ON TS 2x2x.083 TUBES AND 16GA PANEL. TABLE NO. 13: ALLOWABLE MODULE LENGTHS BASED ON TUBE STRESS TUBE Sx 1.33Ma., ;:1.33Pa SHEAR EXP B 13.2 PSF SHEAR, K* EXP. B EXP. C SIZE (IN. ^3) (FT -K) (g) CAPACITY UNITY 13.2 PSF 22.6 PSF 31.8 18.5 12 0.357 )* 4.000 L(FT.)*. L(FT.)* 2x2x.083 0.391 1.198 17.983 1.13 0.998 38.0 22.2 2k2x:120.,.. 0.534 .. 1.6371 '22.423, ,: 1.53. 0.993." : ,'. 51.4'. , 30:0 , 2x:093`QrR. R66.- 0:245' 0.75 f ' ' " 15:534' ' 0.720 0.999 " 24.T .' 14T 2x3x.083 0.681 2.088 17.468 1.89 0.998 63.5 37.1• 2k3x.120, 0.944 2;896, - .3],:224.:..'': 2.67. 0.996 =. ;. 89.1° `:: 52 2.206 0:9f6 Z'910i" 28 2.:47 : }:.. 0:99T a`: '` 81 , +. :. .. 4S.:4i 3x3x.120' 1.276 3.914 34.413 3.56 0.999 : ' 119.7 69.8 *TRIG. HT. = 4.500 FT PANEl'.'STRENGTH'BASED ON .V' MAX.' WIDTH '1:33Va = 4/3 * .53 * E * kv * t ^3 / h = 0.788 K/PNL OR 0.315 KLF TABLE NO. 14: ALLOWABLE MODULE LENGTHS BASED PANEL STRENGTH ' PANEL WIDTH (FT.) PANEL CAPACITY (K) EXP. B 13.2 PSF L(FT.) EXP. b: 22.6 PSF L(FT.) ASPECT RATIO LIlV1 EXP B 13.2 PSF SHEAR, K* EXP. C 22.6 PSF. SHEAR, K* 2.500 0.788 26.5 15.4 10 0:298 0.510 3.000 0.946 31.8 18.5 12 0.357 0.612 4.000 1.261 42.4 24.7 16 0.476 0.816 4.500 1.418 47.7 27.8 18 0.536 0.918 5.000 1.576 53.0 '30.9 20 0.595 1.020 5.500 1.733 58.3 34.0 22 0.655 1.122 6,000 1.891 63.6 37.1 24 0.714 1.224 6.500 2.049 68.9 40.2 26 0.774 1.326 7.000 2.206 74.2 43.3 28 0.833 . 1.428 7.500 2.364 79.5 46.3 30 0.893 1.530 8.000 2.521 84.8 1 40.41 32 1 0.952 1.632 *TRIB. HT. = 4.500 FT z ~w JU UO co 0 w= H �w w LLQ U) a = �.. w �O z F- w 2� UCl O - 0H w LL -0 ui z U= O f ' - z R.T. WHARTON & ASSOCIATES, INC. PROJECT: BIG ENTERPRISES 12 601 S. MILLIKEN AVE, SUITE H JOB NO: STANDARD ONTARIO CA (909) 605 -6865 (909) 605 -6870 FAX DATE: 01 -17 -02 80 MPH TYPICAL END FRAME: LIMITED TO A KIOSK WITH A 7'0" HEIGHT & 1 ' 0 " FASCIA TABLE NO. 15: ALLOWABLE MODULE LENGTHS BASED HEADER WELD 3 SIDES *TM. HT. = 4.500 FT TABLE NO. 16: ALLOWABLE MODULE LENGTHS BASED HEADER WELD 4 SIDES WELD Yb WELD WELD 1.33Ma EXP. B EXP. C (IN Smin. Pa (FT -K) 13.2 PSF 22.6 PSF TUBE SIZE (IN • "2) (K) L(FT.)* L(FT.)* 2x2x.083 0.667 2.000 1.604 0.356 12.0 7.0 2x2x.120 0.667 2.000 2.319 0.515 17.3 10.1 2x .083Q•r wm. 0.667 2.000 1.604 0.356 12.0 7.0 2x3x.083 1.125 4.200 1.604 0.749 25.2 14.7 2x3x.120 1 1.125 1 4.2001 2.3191 1.0821 36.4 1 21.2 3x3x.083 1 1.00 4.500 1.604 0.802 27.0 15.7 3X3x.120 1.00 4.500. 2.319 1.160 39.0 22.7 *TM. HT. = 4.500 FT TABLE NO. 16: ALLOWABLE MODULE LENGTHS BASED HEADER WELD 4 SIDES *TRIG. HT. = 4.500 FT TUBE FRAME EXPANS ANCHORS z �z '~ w JU UO ND Lu J = �LL w 9-1 LL co)a = w H- _ �0 z E- W U� o �_ ff w U LL O .z w U= O~ F- z WELD Yb WELD WELD 133Ma EXP. B EXP. C (IN.) Smin. Pa . (FT -K) 13.2 PSF 22.6 PSF TUBE SIZE (IN. ^2) (K) L(FT.)* L(FT.)* 2x2x.083.. 1.000. 5.333 1.604 0.951• 32.0 18.6 2x2x.120 1.000 5.333 2.319 13.74! 46.2 26.9 2x .083QmmD. 1.000 5.333 1.604 0.954 32.0 18.6 2x3x.083, , . 1.500 9.000 1.604 1.604 53.9 31.5 1 12.319= •' 2:3'1'} "." ;,; 78:0 ;'.'r: ":< . 45:S: 3x3x.083 : 1.500 12.000 1.604. 2.139 71.9 41.9 3x3x.120 1.500 12.000 2.319 3.092 103.9 60.6 *TRIG. HT. = 4.500 FT TUBE FRAME EXPANS ANCHORS z �z '~ w JU UO ND Lu J = �LL w 9-1 LL co)a = w H- _ �0 z E- W U� o �_ ff w U LL O .z w U= O~ F- z R.T. WHARTON & ASSOCIATES, INC. PROJECT: BIG ENTERPRISES 15 601 S. MILLIKEN AVE, SUITE H JOB NO: STANDARD ONTARIO CA (909) 605 -6865 (909) 605 -6870 FAX DATE: 01 -17 =02 80 MPH MISCELLANEOUS DETAILS A.) 16GA PANEL TO FRAMING CONNECTION ( REF. AISI COLD FORMED SPEC., 1986 ED. SEC.E2.4) FILLET WELD STRENGTH = Pn = .75tLFu = 3.510 K L/t = 25.000 ALLOWABLE LOAD = Pa = Pn/2.50 = 1.4 K PANEL SHEAR STRENGTH = 0.315 KLF FROM SHT. 10 FORCE ON WELD SPACES AT 18" 0.473 K F.S. = 2.970 OK USE: 1/16" FILLET WELD 6 18" O.C. OR 3 PER SIDE MIN. B.T UPLIFT'' &'ANCHORING CONNECTION fc = 2500 PSI MIN ( REF ICBO REPORT # ER 4627, LAR # 24946) i j ANCHOR:TYPE A: 51 &'.' DIA. HILTI KWIK' BOLT @ 2.3/4 MIN EMBEDMENT" IS. GOOD FOR"", 0.671 K TENSION (NO SPECIAL INSPECTION)'` 2.00-K SHEAR. ANCHOR TYPE B: 5/8': DIA. HILTI KWIK BOLT @ 3 1/2 MIN EMBEDMENT IS GOOD FOR: t'} 4 0 82SiK TENSION (NO SPECIAL INSPECTION) 2:650' K SHEAR ANCHOR TYPE. C: 5 /8 "DIA. HILTI KWIK BOLT @'5 1/2" MIN EMBEDMENTIS'GOOD FOR.' 1.098 K TENSION (NO SPECIAL INSPECTION) 3.265 K SHEAR ANCHOR TYPED: - 5/8" DIA. HILTI KWIK BOLT @ 7 1/8" MIN EMBEDMENT IS GOOD FOR: z z �w 2 D 00 N D J H Tu. w u. ND _CY �.. W z �O z F- w U� o�- wW u. O 111 z co F= _ O z R.T. WHARTON & ASSOCIATES, INC. 601 S. MILLIKEN AVE, SUITE H ONTARIO, CA (909) 605 -6865 (909) 605 -6870 FAX PROJECT: BIG ENTERPRISES JOB NO: STANDARD DATE: 01 -17 -02 ANCHORING CALCULATIONS: 80 MPH EXP. B WIND . KIOSK TRIG. TO ROOF = WIND PRESSURE = WIND TO ROOF = UPLIFT PRESSURE (UP) = FRAME HEIGHT (H) = OTMx = W *L *H - UP *B *L *B /2 OTMy = W *B *H - UP *B *L *L /2 16 4.50 FT. NOTE: 13.2 PSF FOR ALL UNITS INSTALL BOLTS 59.5 PLF AT BASE OF STRUCTURAL BENTS. - 7.12 PSF 7.00 FT FOR STANDARD UNITS THE STRUCTURAL BENTS ARE AT THE END WALLS ONLY. ROOF WEIGHT (RW) = 3.50 PSF CEILING WEIGHT (CW) = 3.50 PSF FOR THE 'BEVERLY" UNITS EACH WALL WEIGHT (WV) = 4.00 PSF PORTAL FRAME OR SHEAR BENT RMx = [(RW +CW) *B *L + WW *H *(2L +2B)] *B /2 NEEDS A PAIR OF ANCHOR BOLTS. RMy = [(RW +C,W) *B *L + WW *H *(2L +2B)] *L /2 TABLE NO.� 19': ANCHOR FORCES FOR NARROW DIRECTION 80 MPH EXP.B ALL COMBINED LOADS ARE WITHIN 5% OF ALLOWABLE THEREFORE STANDARD ANCHORAGE TYPE "A" IS OK z �w UO 013 J S2 w w u-? � = w F- _ �0 w U� UJ 0- o �- ww 0 111 z U= O z OTMx -RNU B L OTMx RM[x (B- 8/12)2 SHEAR T/TA V/VA COMM. -LBS -LBS BS BS 3.0'- .., 5.0 . • . 2242.04, 829.50 302.69 74.35 0.45 0.03 0.48 '1291.50 ;. 445:36`; ".,7' 104:09'' 0:66; > 0:04 0.70 3 9.0 4035.68 588.04 13184. 0.88 0.05 0.93 4.0 5:0 2366.60 1288.00 161.79 74.35 0.24 0.03 0.27 4.0 64 4.0' 7.0, 3313.24 1624.00 253.39 104.09` 0.38 0.04 0.42 4.0 9.0 ..4259.88 1960.00 344.98 133.84 0.51 0.05 0.56 4.0 ; : l L:0'r ;,:5206.52 2296.00 436.58 163.58 0.65 0.06 0.71 4.0 :=13`,0 '.� 6153:1,7 2632.00 528.17 193.32 0.79 0.07 0.86 4.0 -1.5.0 7.099.81 2968.00 619.77 223.06 0.92 0.08 1.01 5.0- 5.0' 2526.75 1837.50 79.53 74.35 0.12 0.03 0.15 5.5 7.S: 5.0 10.0 " 5053.5 2975.00 239.83 148.71' 0.36 0.06 0.41 5.0. 15.0- 7580.24 4112.50 400.12 223.06 0.60 0.08 0.68 6.0 6.0 3266.98 2772.00 46.40 89.22 0.07 0.03 0.10 6.0 10.0 5444.96 3948.00 140.34 148.71 0.21 0.06 0.27 6.0 12.0 6533.96 4536.00 187.31 178.45 0.28 0.07 0.35 6.0 15.0 8167.45 5418.00 257.76 223.06 0.38 0.08 0.47 7.0 '7.0 4135.33 3944.50 15.07 104.09 0.02 0.04 0.06 7.0 10.0 5907.61 5047.00 67.94 148.71 0.10 0.06 0.16 7.0 12.0 7.0 15.0 8861.41 6884.50 156.07 223.06 0.23 0.08 0.32 8.0 10.0 8.0 12.0 8.0 1 15.5 ALL COMBINED LOADS ARE WITHIN 5% OF ALLOWABLE THEREFORE STANDARD ANCHORAGE TYPE "A" IS OK z �w UO 013 J S2 w w u-? � = w F- _ �0 w U� UJ 0- o �- ww 0 111 z U= O z �i R.T. WHARTON & ASSOCIATES, INC. PROJECT: BIG ENTERPRISES 18 601 S. MILLIKEN AVE, SUITE H JOB NO: STANDARD ONTARIO, CA (909) 605 -6865 (909) 605 -6870 FAX DATE: 01 -17 -02 80 MPH TABLE NO. 21: SIDE HEADER LINEAL LOAD CAPACITY z z w 6 2 D -j U UO co J S2 LL w O u - ND = f,. w z= H- O z 1-- w U� o F- w W. LL � . O ui z U Co . z ALLOWABLE LOAD FOR GIVEN SPAN (PLF), STRESS OR L/240 BASED ON NO. OF TUBE POINT LOAD @ MIDSPAN OR 3 PTS. FOR FOR 7 & 8 FT. SPANS SIZE 3.00 4.00 5.00 6.00 7.00 8.00 2x2x.083 399 225 126 73 54 36 2x3x.083 696 392 251 174 141 94 3x3x.083 937 527 337 234 190 127 ONE 2x2x.120 546 307 172 100 74 49 2x3x.120 965 543 347 241 195 131 3x3x.120 1305 734 470 326 264 177 2x2x.083 533 299 192 133 2x3x.083 929 522 334 232 3x3x.083 1250 702 449 312 TWO 2x2x.120 728 409 262 182 2x3x.120 1288 724 463 322 3x3x.120 1741 978 626 435 Zx2x 570 321 205 131 2x3.x.083' 994 559 358 249 THREE 3x3x.083 1338 753 482 335 OR 2x2x.120 779 438 281 179 MORE 2x3x.120. 1379 776 496 345 3x3x.120° 1864 1048 y " 671. 466 ' z z w 6 2 D -j U UO co J S2 LL w O u - ND = f,. w z= H- O z 1-- w U� o F- w W. LL � . O ui z U Co . z R.T. WHARTON & ASSOCIATES, INC. PROJECT: BIG ENTERPRISES 19 601 S. MILLIKEN AVE, SUITE H JOB NO: STANDARD 15.0 ONTARIO, CA (909) 605 -6865 (909) 605 -6870 FAX DATE: 01 -17 -02 80 MPH TABLE NO. 22: ROOF WIDTH LIMITS FOR 25PSF TOTAL LOAD • � 2x3x.083 • 26.1 ALLOWABLE LOAD FOR GIVEN SPAN (PLF), STRESS OR L /240 BASED ON 11.6 NO. OF TUBE POINT LOAD @ MIDSPAN OR 3� PTS. FOR FOR 7 & 8 FT. 3x3x.083 � 62.4 SPAN SIZE 3.00 4.00 5.00 6.00 7.00 8.00 36.4 20.5 2x2x:083 31.9 18.0 10.1 43.6 5.8 4.3 2.9 5.9 3.9 2x3x.083 55.7 31.3 20.0 27.8 13.9 11.3 7.5 17.6 3x3x.120 3x3x.083 74.9 42.1 27.0 21.1 18.7 15.2 10.2 ONE 2x2x.120 2x2x.083 42.6 24.0 15.3 10.6 2x3x.083 74.3 41.8 26.7 18.6 3x3x.083 100.0 56.2 35.9 25.0 TWO 2x2x.120 58.2 32.7 20.9 14.5 2x3x.120 103.1 57.9 37 .0 25.7 3x3x.120 139.3 78.3 50.1 34.8 2x2x.083 45.6 25.7 16.4 10.5 2x3x.083 79.5 44.7 28.6 19.9 THREE 3x3x.083 10.70 60.2 38.5 26.8 OR 2x2x.120 62.4 35.1 22.4 14.3 MORE 2x3x.120 110.3 62.1 39.7 27.6 3x3x.120 149.1 83.9 53.7 37.3 =TABLE NO. 23: ROOF. WIDTH.. LIMITS ..FOR:-3Q�SF.kT;OTAII,LO AD, : 2x2x.083 35.5 20.0 12.8 8.9 20x.083 61.9 34.8 22.3 15.5 3x3x.083 83.3 46.8 30.0 20.8 TWO 2x2x.120 48.5 27.3 17.4 12.1 2x3x.120 85.9 48.3 30.9 21.4 3x3x.120 116.0 65.2 41.7 29.0 2x2x.083 38.0 21.4 13.7 8.7 2x3x.083 .66.3 37.3 23.9 16.6 THREE 3x3x.083 89.2 50.2 32.1 22.3 OR 2x2x.120 r_ 52.0 29.2 18.7 71.6 MORE 2x3x.120 91.9 51.7 33.1 23.0 3x3x.120 124.2 69.9 44.7 31.1 NO. OF � SPANS, TUBE •.. • SIZE ALLOWABLE LOAD FOR GIVEN SPAN (PLF), STRESS OR L/240 BASED ON POINT LOAD @ MIDSPAN OR•3� PTS. FOR FOR 7 & 8 FT. • 3.00 4.00 5.00 6.00. 7.00 8.00 ` 2x2x.083 26.6 15.0 8.4 4.9 3.6 2.4 • � 2x3x.083 46.4 26.1 16.7 11.6 9.4 6.3 3x3x.083 � 62.4 35.1 22.5 15.6 12.6 8.5 ONE 2x2x.120 36.4 20.5 11.5 6.6 4.9 3.3 43.6 24.6 13.8 8.0 5.9 3.9 13.0 2x3x.120 77.2 43.4 27.8 19.3 15.6 10.5 17.6 3x3x.120 104.4 58.7 37.6 26.1 21.1 14.1 NO. OF � SPANS, TUBE •.. • SIZE ALLOWABLE LOAD FOR GIVEN SPAN (PLF), STRESS OR L/240 BASED ON POINT LOAD @ MIDSPAN OR•3� PTS. FOR FOR 7 & 8 FT. • 3.00 4.00 5.00 6.00. 7.00 8.00 ` 2x2x.083 26.6 15.0 8.4 4.9 3.6 2.4 • � 2x3x.083 46.4 26.1 16.7 11.6 9.4 6.3 3x3x.083 � 62.4 35.1 22.5 15.6 12.6 8.5 ONE 2x2x.120 36.4 20.5 11.5 6.6 4.9 3.3 2x3x.120 64.3 36.2 23.2 16.1 13.0 8.7 3x3x.120 87.0 48.9 31.3 21.7 17.6 11.8 a:_�. Li +��",'. ,c. i:;;s :w. /r' yd.�:.7.ai.�;c�:n., .'t.;.��,,;•� ^ "x�n. +.'*.r�s �'�J' +:ya" �,.�t ' X :�ti.•itwir';�u4.tiliiolw�t"atit 'L.ikw+13:A z z �w aa JU UO 0 w= �w w 0 LLQ = �w z F•- O w ~ w U� O� C3 I-- w LL O ill Z. U cl) F= _ O F- z ` pt a W es: Z City oj'Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director 1906 -.99V 05 -01 -2006 CHANDLER EASON BLUNK DEMATTEI ASSOCIATES 1555 BAYSHORE HY, #300 94010 RE: Permit No. D04 -374 15820 TUKWILA INTERNATIONAL BL TUKW Dear Permit Holder: In reviewing our current records the above noted permit has not received a final inspection by the. City of Tukwila Building Division.. Per the International Building Code and/or the International Mechanical Code, every permit issued by the Building Division under the provisions of this code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit, or if the building work authorized by such permit is suspended or. abandoned at any time after the work is commenced for a period of 180 days. Based on the above, you are hereby advised to: Call the City of Tukwila Inspection Request Line at 206- 431 -2451 to schedule for the next or final inspection. This inspection is intended to detennine if substantial work has been accomplished since issuance of the permit or last inspection;, or if the project should be considered abandoned. If such determination is made, the Building Code does allow the Building Official to approve one or more extensions of time for additional periods not exceeding 90 days each. Extension requests must be in writing and Provide satisfactory reasons why circumstances beyond the applicants control have prevented action from being taken. In the event you do not call for the above inspection and receive an extension prior to 06/25/2006, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, iftM� rshall, Pe it Tecician xc: Permit File No. D04 -374 • II Southcenter Boulevard Suite #100 • 98188 • ne: 206-431-3670 9 Fax: 206-431-366 .:i.. , �� .: .,. y�sxJ.:'ciu[.u, J.'y,Yn:y:.a:1...iY a w�v�l:: at, 4,. �.. s:.: 6•,:.. k4, yt1" �1u+.. c�uo: cKr.'s.:r,.. {S +�. tiwd ..Y��4x�•: i:t3� t�( kJ• �w%" Jddi32�;:.". �tC:+ RU �. rg�ti J„f:.it: " .� + al:,'w"�.:e:.. , .�.Q ,.1:i.4.�41. v�A4� •�✓;S'u:l, Z Z 2 UO CO) CO) LU J = H N L. WO �~ L Q CO d t W ' Z P 1-- O Z E- ? p. U O� Q H WW ~ E_ �O .. Z W U =: O~ Z W cf� . : 0 �soa December 15, 2004 City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director Chandler Eason Blunk Demattei Associates 1555 Bayshore Hwy, #300 Burlingame, California 94010 RE: CORRECTION LETTER #1 Development Permit Application Number D04 -374 Cendant Car Rental Group, Inc. —15820 Tukwila International Boulevard Dear Chandler: This letter is to inform you of corrections that must be addressed before your development permit(s) can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building, Public Works and Planning Departments. At this time, the Fire Department has no comment. Plannine Department: Brandon Miles, at 206 431 -3684, if you have questions with regard to the attached memo. Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that four (4) complete sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in Person and will not be accepted through the mail or by a messenzer service. If you have any questions, please contact me at (206) 433 -7165. Sincerely, Stefania Spencer Permit Technician encl xc: File No. D04 - 374 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206.431 -3670 • Fax: 206- 431 -3665 Z �w u� D JU UO U U w= CO u_ WO U. N O =w Z F- O Z t— w �p U O o F- w w LL O ui Z U= O F" Z lot of Tukwila Steven M. Mullet, Mayor 2 Department of Community Development Steve Lancaster, Director 1908 PLANNING DIVISION COMMENTS DATE: December 9, 2004 CONTACT: Chandler Eason RE: D04 -374 ADDRESS: 15820 TIB Please review the following comments listed below and submit your revisions accordingly. If you have any questions on the requested revisions, Brandon Miles is the planner assigned to the file and can be reached at (206) 431 -3684. 1. As has been noted to the applicant no exterior alternations are permitted until the projects has received design review approval. Z Z QQ JU U O UD_ W= J F- S2 U to U. Q. co C = �W Z � H- O' Z 1-- W LLJ U O tn. 0 F-. WW X F u. O . Z U E- H O Z L- UM) IKU(— I IUN, LLCr One Lake Bellevue Dr., Bellevue, WA 98005 PO Box 2137, Redmond, WA 98073 -2137 Phone 425 - 898 -1688 Fax 425 - 898 -0885 To: City of Tukwilla From: Kevin Chinn Attn: Ken Nelson Date: October Jt 2004 Project: Permit # D04374° (Cendent Car Rental) CC: ❑ For Bids Due ❑For Review ❑Please Comment ❑Please Reply • Items Transmitted: (4) Guard Booth engineering as requested per letter dated 10/8104 • Comments: Please note no footing is required as per the manufactured engineered shop drawings V � 2 � ,s By: Date: Z D U' c� O - Co C W =. J F- N U. W O; U- ¢. �d �W Z H O. w F-. �5 U� O W w. W� iii Z' W co) p O ILA, 0 a�� City o Tukwila :t � f Steven M. Mullet, Mayor •' Department of Community Development Steve Lancaster, Director 1908 October 8, 2004 Mr. Chandler Eason Blunk Demattei Associates 1555 Bayshore Hwy, #300 Burlingame, California 94010 RE: Letter of Incomplete Application # 1 Development Permit Application D04 -374 Cendant Car Rental Group, Inc. — 15820 Tukwila International Boulevard Dear Chandler: This letter is to inform you that your application received at the City of Tukwila Permit Center on October 5, 2004, is determined to be incomplete. Before your application can continue the plan review process the following items need to be addressed: Building Department: Ken Nelsen, at 206 431 -3677, if you have questions concerning the following: 1. Please provide footing and anchor details for the proposed guard booth. Please address the above comments in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) complete sets of revised plans, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Revisions must be made in person and will not be accented through the mail or by a messenger service. If you have any questions, please contact me at the Permit Center at (206) 433 -7165. Sincerely, Stefania Spencer Permit Technician Enclosures File: Permit File No. D04 -374 6300 Southcenter Boulevard, Suite #100 a Tukwila, Washington 98188 a Phone: 206 - 431 -3670 • Fax. 206- 431 -3665 Z Z M 1U U Co o W = J � N LL WO U - U� = �W Z F— I-- O W ~ W U� ON 0 1--. .W uj. H� �O .Z W U= O F " Z ) ERMIT COORD COPS( PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER D04 - 374 DATE: 11 -28 -05 PROJECT NAME CENDANT CAR RENTAL GROUP, INC. SITE ADDRESS 15820 TUKWILA INTERNATIONAL BL Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # X Revision # 1 After Permit Issued DEPARTMENTS: ✓r /) Tis � t 1 Bu I i g n Fire Prevention Planing Pu Ma rks, _ Structural ❑ Permit Coordinator ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 11-29-05 Complete Incomplete ❑ 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 ROU ING: Please Route Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS Approved M Approved with Conditions❑ Notation: REVIEWER'S INITIALS: DUE DATE: 12-27-05 Not Approved (attach comments) ❑ DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documenls/rouling slip.doc 2 -28-02 z Z U 00 CO) 0 C0 S2 LL w UQ Nd =w �_ w� w U� ON O I— ww F� Lo Iii z CO) O z PERMIT COORD CO ?`! PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER D04 -374 DATE: 7 -13 -05 PROJECT NAME CENDANT CAR RENTAL SITE ADDRESS 15820 TUKWILA INTERNATIONAL BL Original Plan Submittal Response to Incomplete Letter #_ X Response to Correction Letter # Revision # After Permit Issued DEPARTMENTS: ������ U Bui ng Pu 5ro AW O -1 `10.� I Fire Prevention Structural No further Review Required ❑ DETERMINATION OF COMPLETENESS (Tues., Thurs.) DUE DATE: 7-14-05 Complete Incomplete ❑ Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TOES /THURS R UTING: Please Route Structural Review Required ❑ REVIEWER'S INITIALS: AW Planning Division Permit Coordinator DATE: APPROVALS OR CORRECTIONS Approved ❑ Approved with Conditions Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents /routing slip.doc 2 -28.02 DUE DATE: 8-11-05 Not Approved (attach comments) ❑ z i� w t �U 00 N J = F-' �w w �Q CO)_ = �w z Zo W w U O- o�_ w Lo w z U= O z i, .:r.. .�; . uui.:. afidF..': 'd,%h�t��:an'<i�trc:r��'�¢�;... .� y(c' ':r r -a.�. Vii' "t •,fit �a� � �� ;'y;,a§ "�'''�'!?:';i." 'a PFF ` COORD COP% PLAN REVIEW /ROUTING SLIP I ACTIVITY NUMBER: D04 -374 DATE: 10 -28 -04 PROJECT NAME: CENDANT CAR RENTAL SITE ADDRESS: 15820 TUKWILA INTERNATIONAL BLVD _Original Plan Submittal X Response to Incomplete Letter # 1 Response to Correction Letter #,_ Revision #_after /before permit is issued DEPARTMEN� J( _ 19 � w n ,Q Iz Buildin v Sion Fire Prevention ❑ Pla nDivision Public Works Structural ❑ Permit Coordinator DETERMINATION OF COMPLETENESS (Tues., Thurs.) DUE DATE: 11 -02 -04 Complete IB Incomplete ❑ 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 ROUTING: Please Route Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS Approved Notation: ❑ Approved with Conditions ❑ DUE DATE: 11 -30 -04 Not Approved (attach comments) REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LE77ER MAILED: 1.2-15-0 Departments issued corrections: Bldg ❑ Fire ❑ Pingz PW ❑ Staff Initials: Documents /routing slip.doc 2 -26-02 ❑ No further Review Required ❑ DATE: PERMIT COORD COPY z Z JU 00 C0 W J M CO) LL w La Cl) D =d �_ w z z6 LLI U� O CO) o F- wW F- LL O LLI z CO) O z PERMIT COORD COPN PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D04 -374 DATE: 10 -06 -04 PROJECT NAME: CENDANT CAR RENTAL GROUP INC SITE ADDRESS: 15820 TUKWILA INTERNATIONAL BL X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # _ Revision # afteribefore permit is issued DEPARTMENTS:, Buil g Div Sion • Fire Prevention ❑• Planning Division Public Works © Structural ❑ Permit Coordinator DETERMINATION OF COMPLETENESS (Tues., Th rs.) DUE DATE: 1 0 -07 -04 Complete ❑ Incomplete Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: /O 26:7 LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg, Fire ❑ Ping ❑ PW ❑ Staff Initials: c7ig�C TUES /THURS ROUTING: Please Route ❑ Structural Review Required REVIEWER'S INITIALS: u APPROVALS OR CORRECTIONS DUE DATE: 11 -04 -04 ❑ No further Review Required DATE: z M W QQ JU U Co Q N W J H S2 U_ WO LL (0 a =W f-- O z F_ 25 U O N a t_ WW u" O .. z W co z PROJECT NAME: �-�. w _�Vt�'tvI PERM` Site Address: _ 1e "flr. - - -- Origindl Issue Date: REVISION LOG Revision • No. Date I Staff I Date j "Stair Received Initials ( Issued Intttals 7 71SI vl: Summary of Revision: Summary of Revision: Received By: (please print) Revision No. Date Staff ` Received i Initials Date Stair I Issued I Initials Date Summary of Revision: No. Received By: (please print) Revision Date Staff Date Staff No. Received I Initials f Issued I Initials (please print) (please print) Revision Date Staff Date , Staff No. I Received I Initials I Issued Initials Summary of Revision: Received By: (please print) z i3: Z �W s� D JU UO N o J = H CQ LL W } J U. U)a = W �_ zF- f - O z F- w U1 � o U O- OH W -O W z U= O z NOV 23 '05 02:05PM TUKW? DCD /PW Imo! P.2 City of Tukwila Steven M. U1 1116t, Mayor Department of Commanlo ,Development Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 Tukwila, WasbinIpon 98168 Phone: 206.431 -3670 Fax: 206. 431 -3665 Wab site: ktn 1Avww.ct,tukwi1a.wa.ut Revision submittals must be submitted in parson at the Permit Center. Revisions will not be accepted through th e mail, fax eta Date: I' Plan Cheek/Permit Number: ^ Tc ❑ Response to Incomplete Letter # IIVED ❑ Response to Correction Letter # Offal OF TUKWILA JEJ Revision # after Permit is Issued NOV 2 8 2005 ❑ Revision requested by a City lluilding Inspector or Plans Examiner PERMIT CENTER Project Name: C—GMbP -.)T C44 — 5)1Is Q) Project Address: t S T ( Contact Perron. V—kN 1 Phone Number: Summary of Revision: J G LA� P"01 i� IArS I�tSc��ov� �1 �R�►,- 13�ai.lt . Sheet Number(s): "Cloud" or highlight all area of revision including date of revision Rweived at the City of Tukwila Permit Center by -AO ML�W 16 Entered an Permits Plus on 9 urn ona s-opp icatjons on oneVevi sub mi Cro�ted; 8.13.1004 R ykal: Z z �w QQ JU U Co o J = H NLL w LL ? N C3 = w ~ a w� w D Cl) o� Ww LL ui U= ~O F- z City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www- ci.tukwila.wa.us t `'� " ° REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through Ilse mail, fax, etc. Date: l� 'O� Plan Check/Permit Number: ❑ Response to Incomplete Letter # Response to Correction Letter # ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: T C '2- Project Address: �J c�`Z -W <<-P� 11J �- "L Ally , Contact Person: U+ N" Phone Number: 1 �� \ (69 b ` Summary of Revision: gECEIVED jut PERMIT CENTER - Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Entered in Permits Plus on - 0' pp ications\forms -app ications on line evision submittal Created: 8 -13 -2004 Revised: Z Z �QQ w WD JU 0O 0 w� CO LL wO to �D = �. w z f- F— O w �5 U� CO off W u.1 F- LL O Z CO O Z .• � ..•. �,�... . .�. iuw: �: ,erri�::�::rsa�:t:.tw;.niiL+ `,1:t�.ur ':;:+a;.r?.•wl:.:. �.2w.&wtavx ,,. n.::tt.�.:::>. w.�C�tix.:i,m•i4x l �. w. �siF1. ..::�ww4�.rrsE:ii.tea. .�.iiaei:>ettla ... - «.+,.+.... REVISION SUBMITTAL - City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite 9100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci,tukwila.wa.us Steven M. Mullet, Mayor Steve Lancaster, Director Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Revision requested by a City Building Inspector or Plans Examiner il,, Project Name: ndan C?z► - �- Project Address: AWA16- 1WM (&UV1 IN I � q — — 7LJ Date: Plan Check/Permit Number: D Response to Incomplete Letter # ❑ Response to Correction Letter # Revision # after Permit is Issued Contact Person: Phone Number: y ) 1 � -/& i� K RECFiv �Y nF T1 W W11 A 2004 PERMIT CENTER i Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: •57-S [� Entered in Permits Plus on app Icatlons forms -app Icatlons on Ime revision submittal Created: 8 -13 -2004 Revised: Z �Z '~ w �U UO 0 w� CO W w 9-1 CO d =w ZO U1 U� ON 0 F- wW F- LO iii Z CO O Z Look Up a Contractor, Electrician or Plumber License Detail I T f Washington State Department of Labor and Industries General /Specialty Contractor A business registered as a construction contractor with L &I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. License Information License CHINNCLOOODS Licensee Name CHINN CONSTRUCTION LLC Licensee Type CONSTRUCTION CONTRACTOR UBI 602019515 Ind. Ins. Account Id PARTNER/MEMBER Business Type LIMITED LIABILITY COMPANY Address I P O BOX 2137 Address 2 Cancel City REDMOND County KING State WA Zip 980732693 Phone 4258981688 Status ACTIVE Specialty 1 GENERAL Specialty 2 UNUSED Effective Date 3/10/2000 Expiration Date 3/5/2006 Suspend Date Separation Date Parent Company Previous License Next License Associated License Business Owner Information Name Role Effective Date Expiration Date WAKAYAMA, GLORIA AGENT 01/01/1980 CHINN, KEVIN W PARTNER/MEMBER 01/01/1980 Company Bond Information Bond Bond Company Account Effective Expiration Cancel Impaired Bond Received Bond Name Number Date Date Date Date Amount Date Until Pagel of 2 https: // fortress .wa.gov /lni/bbip /printer.aspx ?License= CHH4NCL000DS 08/15/2005 110 1 111 2 � Z �W UO y0 W = J H U) LL W O Q Nd �W H O W �5 O C 0 1 - - W h=- H u. O Z U =' O Z ABBREVIATIO A Catch Bus-i►l F Cement MHf• :- Member hf .H. h huc�f Nr�tc.� C. F`. Counter Flashing C. 1. Cost Iron M .:. Medicine Cahl ".el. RIF L . Retlect (ed) (ive (or) A.R Ar.; hor rui? F . rah: r��hei', Mt '\ Fi. Me. liar + n R.H- Right v iand AC Ac :)us F .E� '.). rur•)istie•,: b M1 I) Me diu i RV. Room A - C. Aspic -:'tir Cork:r CPR. Ut►�ers, MI MH. Menihrur-e R C. Rough Openinq A/C Air ;;on FHI\K Fl k Mt i. Metal R/W Right o' Way A'D Ar oo Droif• F - D Floor Dr :(ir, Ml i? Manufacture R.W'.L . Rain Yiater Leader A;iJ. Ad iustahie F DN ound•it nr) MH. Manhole OPP. Opposite AGGIR. AQgr gate' F . E.. Fire F_- (!inquishe MIN. MinimurY': S South k' A.i:iM'! F GL. rib M! R, Mirror A. T. A lternat e F. Ii. fire Hose MISC. Miscellaneous S.A.R. Supply Air Register AMT=. ArTipere F H.M S. i gat Hecd Metai MILD. Moulding S. C. Solid Core ANOD. Anode ?eci PAV. Screw MUV. Movable S.C.D. Seat Cover Cisoenser AL- 'Fi' Apr on F. H. W. S. VIct Ile;a(j Wood' MRE3. Morbie SCHED. Schedule APPRO App rOxi!Tlc?te HDR. Screw M 1. Mount (ed) SCR. Screen ARCH. Arcnitect FIN I - in:sh (e7) MTL- Material S. D. Storm Drain ASPN Asphalt FIX c - ixed MUI.. MuIlicr, SECT. Section A. S. M. Arn. Sac. for Testiric, FL. ► loor MWK. Millwork SH. Shelf (Shelves) Hour Materia;s FL AS`~. r I ash inq Top of Pavement HG T . H eight SHO. Shore (d) (ing) A: T0. Automatic FLUOR. Fljorescent 'Heating PKG. SHT- Sheet B F.G.C. Face of Concrete N TR. SHTH. Sheathing Heating/`!entiiat'on PL. F.O.M. F,ice of Masonry Top of Slab SK L. Skylight FD. Board F.O.S. Face of Stud N North SL. Sliding BET. Between: F.0 FPl Face of Wall (N New T. w. SIM. S.N.D. Similar Sanitary Napkin BIT. Ait"rri,nous Panel Fir eplace NAT. Natural Dispenser B, L. E3uildinc !Line FPRF Fireproof N.'.C. Not in Contract S.N.R. Sanitary Napkin BLDG. E3 u iC� � �., S. T Ful Size NOM. Nominal Receptacle BL - K Siock F ' Foct N. T. S. Not to Scale SNT Sealant R' KG. Blockirg FTC:. Fo� -tine Inter P.S.C. P. Soundproof roof in P (in E.M. Bench Ma FUR. Fur rirg Founds per Square UR. ., SPC. Spacer E3M Beom FU T. Future 0 SP.D. Soap Dispenser 8^T. Bottom F R. DR. F Door SPEC. Specification BRG. Bearing P r. O/ Over SPKR. S Speaker p PRK Brick Paper +owe' Dis enser p OA Overall SIP . Special NRZ. Bronze G JT. 08. Obscure SQ. Square 6.S. Both Sides 1 i-.T.K. O.C. On Center S.S. Stainless Steel C CAB. Cab inet C. B. Catch Bus-i►l CEM. Cement i CER. Ceramic i CU. FT. Cubic Feet C. F`. Counter Flashing C. 1. Cost Iron CLG. Ceiling CLKG. Caulking CL. Closet i CLR. Clear CNTR. Counter C.O. Clean Out COL. Column CONC. Concrete CONT. Continous CONST. Construction CONTR. Contract CPR. Copper CPT. Carpet CSM T. Casement C TR. Center CSK. _ou- itersunk- CV. Cove C.W. Coic7 Water CU. YD. Cubic Yard A 0, A. DB: - DEM. r r- r D D;M. i n ;7 I L c f DWIP Doubie Acting Dc,jn-e �Jer� of ish Des^a�.•�er ; Dou Ls Dr*rk:^ - H 0U r C. . y Dilc orlc Gis�:osa Dec'_ _oac Dow- - D C^� C.�.'OOt.r:. Dc^^oer C 0 o Dcw-'sz vol u Craw -� E Gauge O.D. r S. SK C S: _ GAL. Gallon E _ k ; . V -Is Dr .JC _ ST. Street G.B. Grob Bar - Contractor Installed F AV Station E\•= E^ - os:. -e OFF. Office STD. Standard G. 1, Galvanized Iron OH. Overhead STL. Steel GKT. •�c.c-e I Ex= E , - :.'use- E k ._ E )1 `Y FN - .� E,,. GA. Gauge O.D. Outside Diameter S. SK Service Sink GAL. Gallon 0. F. C. 1. Owner Furnished/ ST. Street G.B. Grob Bar - Contractor Installed STA. Station G. C. General Contractor OFF. Office STD. Standard G. 1, Galvanized Iron OH. Overhead STL. Steel GKT. Gasket 0.H.M.S. Oval Head Metai Screws STR. Storage GL_ Glass O.H.W.S. Oval Head Wood Screw STRUCT. Structural GR. Grade O.J. Open Web Joist SUS. Suspended GRT Grout OP. Opaque SYM. Symmetrical GVL. Gravel OPNG. Opening S''N• Synthetic GYP. Gypsum OPP. Opposite SYS- System GSM Galvanized Sheet S. South Metal P T N PAR. Parallel T. Tread PART. Partition T &V Tongue & Groove H.B. Hose Bibb PAV. Pav (ed) (ing) (ement) T.B. lowe! Rar H. C. Hollow Core P.C.C. Pre -cast Concrete T.C. Top of Curb HD. Head P.C.F. Pounds per Cubic TEL. Telephone HDR. Header Foot TEM. Tempered HDW. Hardware PERT. Perimeter THERMO. Thermostat HDWD. Hardwood PERM. Permanent THK. Thick (ness) H.M. Hollow Metal PRE- FAB. Pre- fabricate (d) THRESH. Threshold HOR. Horizontal P.L.F. Pounds per Lineal TOIL. Tolerance HR_ Hour Foot T.P. Top of Pavement HG T . H eight P. G. Plate Glass T.P.D. Toilet Paper Dispenser HTG. 'Heating PKG. ► arking T.PTN. Toilet Partition TR. Transom HVAC Heating/`!entiiat'on PL. Plate T.SL. Top of Slab Air Conditioning P.LAM. Plastic Laminate T.ST. Top of Steel PLAS. Plaster T. V. Television PLY. Plywood T. w. Too of Wall I PNL. Panel TYp. Typical PT. Point I.D. Inside Diameter F.P. Ponderosa Pine U IN. Incri PR. ?air INS. Insulation PREFIN. Pre -- finshed U.B.C. Uniform Building Code INT Interior PROJ. Pro jest UND. Under IN TV. Inter P.S.C. Pre - stressed Concrete UNF. Unfinished IN V. Ir'vert P.S.F. Founds per Square UR. Urinal Foot P. S. Pounas per Square V J Ines P r. Faint i,ec i V Vol t J. Jots ' P . T.�;. Paper +owe' Dis enser p VCCuu JAS• Ja~ ;or P. D., "R Pceer Tcwe Dispenser/ VAR Varnish JT. Moir - tRecep*acie 'V. F3. Vapor Barrie - 1 i-.T.K. Pcoer ' -w e: Receptacle \,tI RT Vertica' P_V1 C_ Po "- `v'ir uhioriae VES-- Vestibule k 0 V. G. Ve•ticai Grain V. ti . V - n yi l^' F" c (' UGC ib ; C _ O/'� VNR. Veneer V. Vin )+ Tile F•C k ^oc�.. w % es: LC. - L - - -- F t e- E z se �� *cod - Pose .- =' G c - �. T - ... ce- i,e iA ... W.-." - ,..e dose' L,�V .. P.�.� Fe t ,e; .,orre'e ' ca .., n • A ? - � v M L ~ LCi` *%'' R oof iA '�_ 'A`'p :175$ ' = �. ;.� FecesSec ��� .. Lac e - ° e c.� ; oC L L c ,.. . �h - v %l . Vest % L ,� 44 �� `�. V �G - �= - ,,. pa - -..`e 'd. (•r c . ti yk - • r- ou L=- Lot a ` n �` a -e�e� ` W Wc'E+ '-oo' ^ C Z . „ P� - . peg ; :e- 11x5:.' K : �s:.o; F V "� e"" • ° 1h - Ire IV ES N- so: - . P = : R n • e.- t N ft V We sec **' u - sr PC • J Re ; ky- Arcs ..-e Br•-- e- F ARCHITECTURAL LEGEND - - - - --- DATUM LINE -- -- PROPERTY LINE CENTER IiNF BREAK LINE L DIMENSION '.0 FACE OF STRUCTURE DIMENSION TO CENTER LINE I� �I DIMENSION TO FACE OF FINISH -�- STAIR DIRECTION WORK POINT DATUM POINT / CONTROL POINT OA - COLUMN � GRID LINE f E ® OFm ROOM NUMBER & NAME O WINDOW" /LOUVER TYPE _ • S •M % DOOR T YPE ® EQUIPMENT j --A FURNISHING TYPE MATCH LINE l i 1 -- SECTION REFERENCE /�14 -- �`� A0.1 TifLE SHE[ T \�1�1_��1 \� f AR Tt i CAL ---- ---- AO. 2 N 0 TE S rT SAND / MORTAR / PLASTER A1.1 SITE PLAN A1.2 SITE DETAILS ROCK FILL CONCRE fE CONCRETE BLOCK (CMU) MASONRY WOOD FINISH - WOOD, FRAMING --� WOOD BLOCKING PLYWOOD GYPSUM BOARD ACOUSTIC TILE INSULATION, BATT III INSULATION, RIGID 2 DETAIL REFERENCE �6 $ IN TERIOR Al ELEVATION REFERENCE BLUNK DEMATTEI ASSOCIATES ARCHITECTS AIA 1555 BAYSHORE HWY #300 BURL 4GAAAE - CA - 94010 ■ TEL (650) 692- - 99111 FAX (650) 692 - -+0181 ��lt IiD' � emw �� dor�nae 00WO 99 of M o+� Z� C" of V.00 P&"V*siom T L - 7.1 7. SCOPE OF WORK SHEET INDEX DEFERRED SUBMITTALS 1) Guard Booth Shop Dra inciuding Foundation. 2) Electrical Drawings FENCING & GUARD BOOTH FOR SITE SECURiTV. RECEIVED • CiTY OF TUKWILA Nov 28 M PERMIT CENTER PRO :CT TEAM AXN� B;JNK XVJA - r7-_ ASSOC•A - FS ARC"'-c'TS - 5' � '� ..g = Soy, 2t •- S- S�. t o 3 0i. o _ 7 .� Bc w .. is ,.& 'C O Al IMIER I slaucTUw►L Cs�- twe era 9E'_ - ► 4 23 L ' 5Z titiw eer5c-r St =,. 302 Se--, e. wA (7A. (N 4* 30 _Vd Awe Sir per* : cr . NA 98055 A "�► �Ol: E. i..&F?SE El PROJECT DATA FAI CODES: 2063 i%TERNAT1014A_ RUILDhC 00CE 'QC LA ErA10NS O -'tE `�1�3MAAv 2003 :00 ORM � .QC. roc= ;uP 10102 N T ERNA'+i)NAL Mc 0- AN-CA, CODE '1�h; ti �► ' ;1k A_ r*Dc 20C? tk�z A' 7h A_ t :JGE r C j % ♦ - 'ah k- WE 2 3 *ASr+. , rCN �_Z - A-r r -heq� CODE. r.`' w Y' t i!►A, CtlOE 4ti! (E) ADIMS?RAllal 91.11111111ILEIM TYPE OF C01111111115111114M1MQt OCOWANCr T ` DE �� - F,; ± `� +., _Vic: i,c •.t a ? 13. COIL W PC_ AL GFF-C< - '6.68A S-; = 0OR ;SEE a' (E) TYPE OF 1Al1CMt Oa.1�A1R;Y` T"aE - ►`c, LL SP t _ °E 7 :; VFP s ' v B. C0LruillER OM .CE - 9. S S_ i* = �C'OR (SEE &2_`4 4 2 ' B' 5 -- . CAR W AJN TEN AAiC.E - 2C.6 S. (NC' **CLJ&NG 256 S.► TRASk- E%C_, 5LRE `G _ AL - 30.329 Sc' I" - 3. CCU C STORAGE (0) QTA FACIM YYPE OF C1(111115wf t QW_ _ Ar- 1R;Y` S-- t 1t' - F'% LY 2.449 SF CTA SUfLDftG ' FLOM (W.PTE_ iXL rO 5.9'6 SF GAS SAND CANOPY F'.jtl� SaP+41�C`ERED) (SE: A22 �. 7W 5. F. CAR *ASH EN TRY AMc ESC T CJwOo+ES SUBT0 TAI: 8.365 SF Z86 S F TRASH ENCLOSUA E. ';'OTAL: 6.551 S.F. r VICINTY MAP f ' MR 4 _ a �} _ • S •M % 4 lip --A S -..001 -- - at 1 t CL .�.�.. wommom..._.....•..r*a a 4 S - Sam a s lo J ILI I ' L lIA1 V 11 r 710 REG,STr ►; "� ARCHITECT ON'f 1AMES K MATTri © DRS REVISIONS 6/21/05 N0. I REVISION DATE IT IS THE RESPONSIBIUTY OF THE CONTRACTOR TO VERIFY ALL FIELD CONDITIONS AND COMPARE THEM WiTH THE CONSTRUCTION DOCUMENTS BEFORE COMMENCING ACTIVITIES. ERRORS. OMISSIONS OR ANY OTHER INCONSISTENCIES DISCOVERED SHALL IMMEDIATELY BE REPORTED TO THE ARCHITECT Z w a D 0 in cc W O Z JQD W OD a: OD �C111111111 a: 4c Z 3 1 WF- j ' W 0 W Z is 0) a f f W 9 Z ! J W N 9/34104 20457.04 AO S 1_ I OF 4 M i 4 --A a 4 S - Sam a s lo J ILI I ' L lIA1 V 11 r 710 REG,STr ►; "� ARCHITECT ON'f 1AMES K MATTri © DRS REVISIONS 6/21/05 N0. I REVISION DATE IT IS THE RESPONSIBIUTY OF THE CONTRACTOR TO VERIFY ALL FIELD CONDITIONS AND COMPARE THEM WiTH THE CONSTRUCTION DOCUMENTS BEFORE COMMENCING ACTIVITIES. ERRORS. OMISSIONS OR ANY OTHER INCONSISTENCIES DISCOVERED SHALL IMMEDIATELY BE REPORTED TO THE ARCHITECT Z w a D 0 in cc W O Z JQD W OD a: OD �C111111111 a: 4c Z 3 1 WF- j ' W 0 W Z is 0) a f f W 9 Z ! J W N 9/34104 20457.04 AO S 1_ I OF 4 M CONSTRUCTION NOTES 1 LAY OUT PARTITION DIMENSIONS IN FILL D WITH ARCHITECT'S RE VIEW PRIOR T , COMMENCING CON--; FRUC TION ANY DISCREPANCIES BFTWFE N DIMENSIONS IN FIELD AND THUSF SH:)WN ON PLANS THAI L HF REPOkIED TO THE ARk;HITECT IN WRITING IMMEDIATELY ASKING FOR CLARIFICATION /DIRECTION PRIOR TO CONSTRUCTION. 2. AL:. r AR DIMENSIONS ARF TO RE WITHIN 1/8" (+ % ) ALONG FULL HEIGHT AND FULL WIDTH OF WAILS. CONTRACTOR SHALL NOT ADJUST ANY DIMENSION MARKED "CLEAR ", "CLR" OR "HOLD" W/O WRITTLN INSTRUCTION FROM THE ARCHITECT. 3. RF UUIRED DEMOLITION WORK MAY NOT BE SHOWN IN ITS ENTIRETY ON DRAWINGS. CONTRACTORS SHALL VERIFY IN THE. FIELD AND c3E RESPONSIBLE FOR ALL DEMOLITION WORK NECESSARY TO COMPLETE WORK CALLED FOR IN DRAWINGS. 4. THE CONTRACTOR SHALL COORDINATE DIRECTLY WITH BDA ON ALL BUILDING STANDARD CONSTRUCTION if INDICATEC ON ARCHITECTURAL DRAWINGS. 5. UNFORESEEN CONDITIONS' INCLUDE IN THE BASE BID MiSCELI_ANEOUS CUTTING AND PATCHING RCQUIRFD AS A RESULT OF UNFORESEEN CONCITIONS AND THE WORKING OF ABU1 TING SURFACES AS REQUIRED TO MAKE NEW WORK JOIN AND MATCH EXISTING SURFACES TO REMAIN. 6. CONTRACTOR SHALL VISIT AND REVIEW THE SITE BEFORE ANY BIDS ARE SUBMITTED. 7. THE CONTRACTOR SHALL MEET WITH CENDANT AND BDA PRIOR TO CONSTRUCTION TO DETERMINE THE USE OF PUBLIC AREAS NECESSARY FOR REMOVAL OF REFUSE AND SUPPLY OF MATERIALS. S. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS IN PROTECTING AREAS ADJACENT TO NEW CONSTRUCTION FROM NOISE, DEBRIS AND DUST THROUGHOUT THE PERFORMANCE OF THE CONTRACT. 9. NO SUBSTITUTIONS FOR SPECIFIED ITEMS SHALL BE ALLOWED WITHOUT APPROVAL. OF CENDANT AND BDA. CONTRACTOR SHALL BE RESPONSIBILE FOR PRODUCING ALL TECHNICAL INFORMATION IN A TIMELY MANNER FOR EVALUATION OF PROPOSED SYSTEMS AND PRODUCTS. 10. CONTRACTOR SHALL BE RESPONSIBLE FOR BRACING AND SUPPORTS OF ALL PARTITION WALLS, DOOR AND WINDOW OPENINGS AND CEILINGS AS REQUIRED BY BUILDING CODES. 11. CONTRACTOR SHALL SECURE AND PAY FOR ALL PERMITS, LICENSES AND OTHER GOVERNMENTAL FEES. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR ALL INSPECTIONS AND ANY CORDINATION OF BUILDING TRADES THEREOF. ANSI. AI A DOCUMENT A 201, LATEST EDITION, SHALL ALSO APPI Y i 0 THIS CONSTRUC TION. 2. PRIOR TO THE START OF CONSTRUCTION, THE CONTRAC I`OR SHALT SUPPLY THE ARCHITECT WITH A COMP!_E fE UST OF ITEMS REQUIRING ARCHITECTURAL, MECHANICAL, ELECTRICAL OR PLUMBING REVIEW ALONG WITH T - HE DATES BY WHICH REVIEW MUST 3E COMPLETED. 3. ALL SUBCONTRACTORS SHALL BE RESPONSIBLE FOR REMOVING THEIR 1UILDING DEBRIS. 4. THE CONTRACTOR SHALL. BE RESPONSIBLE FOR KEEPING THE JOBSITE AS WELL AS ALL ADJACEN I AREAS AFFECTED BY CONSTRUCTION BROOM CLEAN AT ALL TIMES. IF THIS REQUIREMENT IS NOT COMPLIED WITH ON A DAILY BASIS, BDA SHALL DEDUCT THE COST OF MAINTAINING A CLEAN JOBSITE DIRECTLY F - ROM THE CONTRACT RETAINAGE. 5. FOR ALI. O.F.C.I. (OWNER FURNISHED, CONTRACTOR INSTALLED) ITEMS, SEE IAAI'S EQUIPMENT AND SPECIFICATIONS FOR REQUIREMENTS. 6. THE GENERAL CONTRACTOR SHALL COORDINATE THE REQUIREMENTS OF SUBCONTRACTORS INCLUDING BUT NOT LIMITED TO PIPING. DUCT WORK, CONDUIT AND ENCLOSED ITEMS. 7. ALL CONTRACTORS, SUBCONTRACTORS, AND EQUIPMENT INSTALLERS SHALL BE RESPONSIBLE FOR VERIFICATION OF EXISTING CONDITIONS AND SYSTEMS BEFORE STARTING WORK. THE CONTRACTOR SHALL REVIEW THE DRAWINGS AND SPECIFICATIONS TO COORDINATE WITH EXIS SITE CONDITIONS. ANY VARIANCE OR DISCREPANCIES THAT ARISE FROM THE ABOVE REVIEW SHALL BE REPORTED TO THE ARCHITECT IMMEDIATELY FOR RESOLUTION. ANY AND ALL DELAYS AND ADDITIONAL COSTS RESULTING FROM EITHER THE INCOMPLETE AND /OR UNTIMELY SUBMISSION OF THE ABOVE REPORT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO REMEDY. 8. WHERE ON ANY OF THE DRAWINGS A POR OF THE WORK IS DRAWN OUT AND THE REMAINDER IS INDICATED IN OUTLINE, THE PARTS DRAWN OUT SHALL APPLY ALSO TO ALL. OTHER LIKE PORTIONS OF THE WORK. 9. CONSTRUCTION DETAILS NOT FULLY SHOWN SHALL BE SIMILAR TO DETAILS SHOWN FOR SIMILAR CONDITIONS. THE CONTRACTOR SHALL INFORM THE ARCHITECT IN WRITING DURING THE BIDDING PERIOD OF ANY DISCREPANCIES OR OMISSIONS NOTED ON THE DRAWINGS OR IN THE SPECIFICATIONS OR FURTHER REQUIREMENTS FOR CONFORMANCE TO GOVERNING CODE. ANY SUCH DISCREPANCY, OMISSION OR FURTHER REQUIREMENT NOT REPORTED SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 10. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS AND SHALL REPORT ANY DISCREPANCIES TO BLUNK DEMATTEI ASSOCIATES. DIMENSIONS NEED TO BE COORDINATED AND VERIFIED BY CONTRACTOR WITH FIELD CONDITIONS. IT SHALL BE PART OF THIS CONTRACT AND THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO BRING TO THE ATTENTION OF THE ARCHITECT ANY AND ALL CODE VIOLATIONS, INCORRECT CONSTRUCTIONS, OR SAFETY PROBLEMS THAT ARE EXISTING FIELD CONDITIONS FOR IMMEDIATE RESOLUTION. 11. ALL CONTRACTORS, SUBCONTRACTORS, AND EQUIPMENT INSTALLERS SHALL BE RESPONSIBLE TO WORK NEW SYSTEMS INTO EXISTING BUILDING. 12. IN CASE OF DIFFERENCES BETWEEN SMALL AND LARGE -SCALE DRAWINGS, THE LARGE SCALE DRAWINGS SHALL GOVERN. 13. WHERE THE WORD „ SIMILAR" OCCURS ON THE DRAWINGS, IT SHALL BE INTERPRETED IN ITS GENERAL SENSE AND NOT AS MEANING IDENTICAL, AND ALL DETAILS SHALL BE WORKED OUT IN RELATION TO THEIR LOCATION AND THEIR CONNECTION WITH OTHER PARTS OF THE ASSEMBLY. 14. PROVIDE BACKING /BLOCKING AS REQUIRED FOR SECURE INSTALLATION OF ALL EQUIPMENT/ CABINETRY /MILLWORK. 15. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING FROM DAMAGE ALL EXISTING IMPROVEMENTS THAT ARE TO REMAIN. SUCH IMPROVEMENTS THAT ARE DAMAGED BY THE CONTRACTOR, SHALL BE REPLACED AT HIS EXPENSE. 16. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND THAT THE CONTRACTOR SHA_L DEFEND INDEMNIFY AND HOLD IAAI AND BDA HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT. 17. PROVIDE SIGNAGE FOR COMPLIANCE WITH KING COUNTY BUILDING CODE, SUBJECT TO APPROVAL BY BDA. 18. THE GENER CONTRACTOR SHALL SUPPLY ALL MATERiALS AND LABOR REQUIRED FOR COMPLETE COMPLIANCE WITH K!NG COUNTY BUILDING CODE. 19. PROVIDE FIRE DAMPERS AS REQUIRED BY THt MECH ANICAL CODE, SECTIGN 10. 20. INTERIOR FINI SHES SHALL COMPL WI K ING COUNTY BUILDING CODE & N.F .P. A. FLAME SPREAD REQUIREMENTS AND �_lFE SAFETY CODE, 21. PROVIDE AND INS'ALL SMOKE DETECTORS AND SPEAKER; STROBES AS REQUIRED IN KING C T Y BUILDING CODE. 22. PROVIDE AND INSTAL_ FARE E x 7 NG:J!S -"ERS !N THE ' -ROPEP CODE LDCA?10N AND T`/PE OF EXTINGUISHER -'E\ ,.;lRED BY 7 -4E KIN COUtti­v F :R DEPARTMENT. 23 s-_ DOORS AN COOP eSSEA+I3L +ES S�'A�. H� f A J.L_ ADDROVEC LA A__ DOOR HARCWAR: S--A- COUP_`' *AT'-- r+E Air SECT'Jti 000' N .. R ✓ W A KE S PRO v �.JV w `J`'r VOM L; - } , E iti �.,`� yM'" -+J�,' I USE X A K c . SP 'VL WI c E r. 2 S __ "NME SH A__ E3� A 'NC �d J O►. - -E DPa W4\3�. OR Z C� AR'F';' ' B` BC A 0%_" R ti4 C IRCi %O 7 ANCES tea► -- C.`sUE NS NS 3E D� �4vt:tiEC E`' SCA-:%^ ;R 4 NG �; D.fil► y�' � A KE To FACE OF S- :Z) OR ='A-- OF t;% S+' OR OF co- uljN JONLE A; N E* = =fit S}-E: A RC TC a _ Gti �+ E x 5 ti J r tv SSE S w =-'it: v4Of v Or ADO*_ JNLESS J►NERWMSE hJ"EC. WORK JEFEC VE I% CONS TRUC7Jti OF X' &. n. OR DE C:_ N - A AN'* REQt 1v1EtiT OF T'►*f CO1�iTRA` T 04C.A1EN'S OL _ BE ACT C A3lE ;N CONSEOUENICE OF CE140Aw rS OR BID A'S F AILLwE TC DISCC ,.S'Qw OR >,� T O SAtO DErEC T'S OR XPOEN ES DURMP.; 00INS TPIX- 7--3114. tD!EF C 7 ! VLF REW AL t - D W>M T 4W THE GUARANTEE PERM SH A6-L BE REPLAaD BY "K COWOPWO4C _0 'HE COh TRAC T P40 a; vWh :. E! ;HER c 4R r : aL OR rNAL_ SHALL BE %CONSTRLIEO A S AN ACCEPTANCE OF DEFECT:vE MIORIC OR 11110PROP£R CIA TMALS- 2 ?. CONTRAC I M SHALT~ PROVIOE COMPLETE PR00tjC T DATA Alm RELATED PROJECT CLOSE MT NFORMIA T" APPROMATE FOR CMART`S W AIN TEN. APKX AM OPER nOh OF GROOMS FtNOOSWC UNDER T�-E CONTRACT 29, CONTRACTOR SHALL ASSIST IN THE COORDINA I!ON OF "N.I.C." iTEM`) IN(J_UDING FURNITURE. INSTALLATION, EQUIPMENT INSTALLATION, TELEPHONE WO RK, E 1 C. 30. PROVIDE A ONE INCH CLEARANCE BETWEEN DUCTS, PIPIN; AND CEILING HANGING WIRES. 31. SE=AL ALA SOUND - -RATED CONSTRUCTIONS AIRTIGHT AT INTERSECTING SURFACES AND PENETRATIONS. 32 ALL DRAWINGS, NOTES AND SPECIFICATIONS ARE CONSIDERED COMPLEMFNTARY AND WHAT IS CALLED FOR BY ONE WILL BE AS BINDING AS IF CALLED FOR BY ALL. ANY WORK SHOWN OR REFERRED TO ON ANY ONE SFT OF DRAWINGS SHALL BE PROVIDED AS THOUGH SHOWN ON ALL RELATED DRAWINGS AND SPECIFICATIONS. 33. SEE SHEET A1.1 FOR SITE NOTES. 34. BUILDING DIVISION NOTES: 1. COMPLY WITH THE INTERNATIONAL BUILDING CODE (IBC), 2003 EDITION, SECTION 101.2(2), AS ADOPTED AND AMENDED BY THE STATE. 2. COMPLY WITH THE INTERNATIONAL MECHANICAL CODE (IMC), 2003 EDITION, AS ADOPTED AND AMENDED BY THE STATE. 3. COMPLY WITH THE UNIFORM PLUMBING CODE (UPC), 2003 EDITION, AS ADOPTED AND EMENDED BY THE STATE. 4. COMPLY WITH THE WASHINGTON STATE ENERGY CODE, CHAPTER 51 -11 WAC, 2003 EDITION. 5. COMPLY WITH IBC REQUIREMENTS FOR BARRIER FREE ACCESS, CHAPTER 11 AND APPENDIX E. SECTIONS 101 THROUGH 106, AND ICC /ANSI Alt 17.1 -1998. 6. COMPLY WITH THE 2003 WASHINGTON STATE VENTILATION AND INDOOR AIR QUALITY CODE (FIFTH EDITION). 7. CONSTRUCTION DOCUMENTS SHALL INCLUDE SPECIAL INSPECTION REQUIREMENTS AS SPECIFIED IN IBC SECTION 1704. 8. CONTRACTOR TO OBTAIN APPROVALS AND PERMITS FROM OUTSIDE AGENCIES: ELECTRICAL PERMITS AND INSPECTIONS ARE OBTAINED THROUGH THE DEPARTMENT OF LABOR AND INDUSTRIES. PHONE: (206) 248 -6630. PLUMBING PERMITS AND INSPECTIONS ARE OBTAINED THROUGH PUBLIC HEALTH - SEATTLE & KING COUNTY. PHONE: (206) 296 -4932. FIRE PROTECTION SYSTEM PLANS ARE REVIEWED THROUGH THE TUKWILA FIRE DEPARTMENT. PHONE: (206) 575 -4404. 9. A GEOTECHiCAL REPORT BY GEOMATRIX FOR THE SITE WORK, SHALL BE USED FOR THIS PROJECT. 35. FIRE DEPARTMENT NOTES: 1. THE CITY OF TUKWILA HAS ADOPTED THE 2003 INTERNATIONAL FIRE CODE. THIS AND OTHER NATIONALLY RECOGNIZED STANDARDS WILL BE USED DURING CONSTRUCTION AND OPERATION OF THIS PROJECT. (CITY ORDINANCE NO. 2047) 2. FIRE HYDRANTS WILL BE REQUIRED. SEE CIVIL DRAWINGS. (CITY ORDINANCE NC. 2052) 3. REQUIRED -IRE HYDRANTS SHALL BE APPROVED FOR LOCATION BY THE FIRE DEPARTMENT, APPROVED FOR PURITY BY THE WATER DEPARTMENT, AND FULLY IN SERVICE PRIOR TO START OF CONSTRUCTION. BY LINE OF VEHICULAR TRAVEL, A FIRE HYDRANT MUST BE NO FURTHER THAN 150 FEET FROM A STRUCTURE; AND NO PORTION OF A STRUCTURE TO BE OVER 300 FEET FROM A FIRE HYDRANT. (INTERNATIONAL FIRE CODE SECTION 508 AND CITY ORDINANCE NO. 2052) 4. AUTOMATIC FIRE SPRINKLERS, AUDIBLE, AND VISUAL DEVICES ARE REQUIRED FCR THIS PROJECT. SPRINKLER SYSTEM AND FIRE ALARM SHALL COMPLY WITH N.F.P.A. #13, #72, AND ADA REQUIREMENTS. SPRINKLER PLANS SHALL BE SUBMITTED TO WASHINGTON STATE SURVEYING AND RATING BUREAU, FACTORY MUTUAL OR INDISTRIAL RISK INSURERS FOR APPROVA PRIOR T:; BEING SUBMITTED TO TUKWILA FIRE MARSHAL FOR APPROVAL. THE FIRE ALARM PLANS ARE TO BE SUBMITTED DIRECTLY TO THE TUKWILA FIRE MARSHAL FOR APPROVAL. SUBMIT THREE (3) SETS OF DRAWING 'S1. THIS INCLUDES ONE FOR OUR FILE, ONE FOR COMPANY FILE, AND ONE FOR THE .LOB SITE. (CITY ORDINANCE NO. 2050) 5. SPECIAL INSTALLATIONS OF FIXED EXTINGUISHER SYSTEMS, FIRE ALARM SYSTEMS, DUST COLLECTORS, FUEL STORAGE ETC., REQUIRE SEPARATE PLANS AND PERMITS- PLANS TO BE SUBMITTED TO THE FIRE MARSHAL FR'OR TO START OF INSTALLATION. (CITY ORDINANCE NOS. 2051 AND 2047") 6. PORTABLE FIRE EX9NGUISHERS MLL BE REQUIRED IN FINISHED BUILDINGS PER N.F.P.A. #10 (MINIMUM RATING 2A, 1 0BC). 7. BUILDINGS U STORAGE OF HI PILED ' OMBUST19LC_ STOCK WILL REWIRE MECHANICAL SMOKE REMOVAL PER CHAP TER 23 OF THE 2003 Ih ERNATIONAL F'?E CODE. 8 NC BUILDING WILL BE DCCUPiED. B" PEOPLE OP MERCI•- AN - DiSE. RRcOR :,PDR3vA AN' INSPECTION BY Fi.R A N C BJ;!_DiNG DERARTMEN 9 SA C :A_ c;Rc uEPAR MEN7 PERM, "S ARE RE,00RE ' FOR >`;Cl~ _ -:1NGS zc to S "OPAGE OF CO ORESSEC GAS. CR"OGEy*S. DRv CLEAN N- ` - PF�AR SAIwA:c- rL�CES OF ASSE�I>B��. S�O�A1 �A`A ?'`Ol:S S. Ft ANOMA8.:' OR COMB LIoUll O° SO -10S. -_PG. V#c A%- LV "TNG 3PERA'_ONS, SPP�Y :,:%nN -. E "C. ktN Q% A " - ON AL r_ 'RE '_"Off SE C T'!ih ' C� X A K - Vt=ti " 1E -ICL A -S Rt - -z -.. - 0 W>>sr -� ' O' „ ..3 J �ti _k �� lR .0 : p`T S - C CRC A.: SS +5c RF X!R'E A Kti AK 1W F+R�� DEDAP "11E •C::.ESS RuA S Sj-b�_ RE NC L` SS '-- 7C' 1IMD► iIM tti JIh?S ;:CTC VERB :A_ C�EARArC.E OF '3' -5" (G ()RoC%A%CE S90 2C• , _ K ENEC _ VTV OF 1"LW*l %-A FURNT CENTER mo • iEi - 1 BLUNK DEMATTEI ASSOCIATES ARCHITECTS AIA 11.555 BAYSIiORE HWY 0300 ftLAULW4G - CA - 94010 TEL (650) 692 --9911 FAX (650) 692 -0191 � 'S5 RtG'S��.RED GENERAL NOTES 1. PR01r1DF ALI MATFRIALS AND LABOR FOR COMPLE TF COMPLIANCF WITH THE 28 WORK UNDER THIS CONTRACT SHAT L Bf 'hAr2RAN Q 0 BY THE ATEST REVISIO OF ALL GOVERNING CODES AS LISTED ON SHFFT AO.1 CONTRACTOR AGAINST ALL DEFECTS FOR A M'rI Of ONI YI AR FROM III[ SUBJECT T O APPROVAI EHY BLUNK DEMATTE ASSOCIATES (BDA), CENDANT u� OF SUBSTANTIAL COMPLr.TION OF THE WORK OR DESKINA FED POP PIONS DOCUMENTS BEFORE COMMENCING ACTIVITIES. ERRORS, OMISSIONS OR ANY OTHER INCONSISTENCIES DISCOVERED SHALL IMMEDIATELY TI IEREOF, OR FOR ONE YEAR AF Ti R A('CE_P TAN(A BY CE NCAN I OR CAR RENTAL GROUP, INC. (CENDAN F), KING COUNTY, AND THE CITY OF QESIGfvATFU E QUiPMENT, IN CA �E Ut I 1 - FMS F?EMAIN�NC UNrUMFY�_FF TER TUKW9LA. At I. CONSTRUCTION AND INSTALLATION WORK SHOWN ON THE h.ATF OF SUBSTAN COMP LE HON, H E ONE -YEAR WARFZAN u � ( DRAWINGS SHAL I HE CARRIED OUT IN ACCORDANCE WITH FEDERAL ADA AND SHAT l BE FROM DATE OF WRI T TF N ACCFPTANC;E OF S'JCN ITEMS. ANSI. AI A DOCUMENT A 201, LATEST EDITION, SHALL ALSO APPI Y i 0 THIS CONSTRUC TION. 2. PRIOR TO THE START OF CONSTRUCTION, THE CONTRAC I`OR SHALT SUPPLY THE ARCHITECT WITH A COMP!_E fE UST OF ITEMS REQUIRING ARCHITECTURAL, MECHANICAL, ELECTRICAL OR PLUMBING REVIEW ALONG WITH T - HE DATES BY WHICH REVIEW MUST 3E COMPLETED. 3. ALL SUBCONTRACTORS SHALL BE RESPONSIBLE FOR REMOVING THEIR 1UILDING DEBRIS. 4. THE CONTRACTOR SHALL. BE RESPONSIBLE FOR KEEPING THE JOBSITE AS WELL AS ALL ADJACEN I AREAS AFFECTED BY CONSTRUCTION BROOM CLEAN AT ALL TIMES. IF THIS REQUIREMENT IS NOT COMPLIED WITH ON A DAILY BASIS, BDA SHALL DEDUCT THE COST OF MAINTAINING A CLEAN JOBSITE DIRECTLY F - ROM THE CONTRACT RETAINAGE. 5. FOR ALI. O.F.C.I. (OWNER FURNISHED, CONTRACTOR INSTALLED) ITEMS, SEE IAAI'S EQUIPMENT AND SPECIFICATIONS FOR REQUIREMENTS. 6. THE GENERAL CONTRACTOR SHALL COORDINATE THE REQUIREMENTS OF SUBCONTRACTORS INCLUDING BUT NOT LIMITED TO PIPING. DUCT WORK, CONDUIT AND ENCLOSED ITEMS. 7. ALL CONTRACTORS, SUBCONTRACTORS, AND EQUIPMENT INSTALLERS SHALL BE RESPONSIBLE FOR VERIFICATION OF EXISTING CONDITIONS AND SYSTEMS BEFORE STARTING WORK. THE CONTRACTOR SHALL REVIEW THE DRAWINGS AND SPECIFICATIONS TO COORDINATE WITH EXIS SITE CONDITIONS. ANY VARIANCE OR DISCREPANCIES THAT ARISE FROM THE ABOVE REVIEW SHALL BE REPORTED TO THE ARCHITECT IMMEDIATELY FOR RESOLUTION. ANY AND ALL DELAYS AND ADDITIONAL COSTS RESULTING FROM EITHER THE INCOMPLETE AND /OR UNTIMELY SUBMISSION OF THE ABOVE REPORT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO REMEDY. 8. WHERE ON ANY OF THE DRAWINGS A POR OF THE WORK IS DRAWN OUT AND THE REMAINDER IS INDICATED IN OUTLINE, THE PARTS DRAWN OUT SHALL APPLY ALSO TO ALL. OTHER LIKE PORTIONS OF THE WORK. 9. CONSTRUCTION DETAILS NOT FULLY SHOWN SHALL BE SIMILAR TO DETAILS SHOWN FOR SIMILAR CONDITIONS. THE CONTRACTOR SHALL INFORM THE ARCHITECT IN WRITING DURING THE BIDDING PERIOD OF ANY DISCREPANCIES OR OMISSIONS NOTED ON THE DRAWINGS OR IN THE SPECIFICATIONS OR FURTHER REQUIREMENTS FOR CONFORMANCE TO GOVERNING CODE. ANY SUCH DISCREPANCY, OMISSION OR FURTHER REQUIREMENT NOT REPORTED SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 10. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS AND SHALL REPORT ANY DISCREPANCIES TO BLUNK DEMATTEI ASSOCIATES. DIMENSIONS NEED TO BE COORDINATED AND VERIFIED BY CONTRACTOR WITH FIELD CONDITIONS. IT SHALL BE PART OF THIS CONTRACT AND THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO BRING TO THE ATTENTION OF THE ARCHITECT ANY AND ALL CODE VIOLATIONS, INCORRECT CONSTRUCTIONS, OR SAFETY PROBLEMS THAT ARE EXISTING FIELD CONDITIONS FOR IMMEDIATE RESOLUTION. 11. ALL CONTRACTORS, SUBCONTRACTORS, AND EQUIPMENT INSTALLERS SHALL BE RESPONSIBLE TO WORK NEW SYSTEMS INTO EXISTING BUILDING. 12. IN CASE OF DIFFERENCES BETWEEN SMALL AND LARGE -SCALE DRAWINGS, THE LARGE SCALE DRAWINGS SHALL GOVERN. 13. WHERE THE WORD „ SIMILAR" OCCURS ON THE DRAWINGS, IT SHALL BE INTERPRETED IN ITS GENERAL SENSE AND NOT AS MEANING IDENTICAL, AND ALL DETAILS SHALL BE WORKED OUT IN RELATION TO THEIR LOCATION AND THEIR CONNECTION WITH OTHER PARTS OF THE ASSEMBLY. 14. PROVIDE BACKING /BLOCKING AS REQUIRED FOR SECURE INSTALLATION OF ALL EQUIPMENT/ CABINETRY /MILLWORK. 15. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING FROM DAMAGE ALL EXISTING IMPROVEMENTS THAT ARE TO REMAIN. SUCH IMPROVEMENTS THAT ARE DAMAGED BY THE CONTRACTOR, SHALL BE REPLACED AT HIS EXPENSE. 16. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND THAT THE CONTRACTOR SHA_L DEFEND INDEMNIFY AND HOLD IAAI AND BDA HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT. 17. PROVIDE SIGNAGE FOR COMPLIANCE WITH KING COUNTY BUILDING CODE, SUBJECT TO APPROVAL BY BDA. 18. THE GENER CONTRACTOR SHALL SUPPLY ALL MATERiALS AND LABOR REQUIRED FOR COMPLETE COMPLIANCE WITH K!NG COUNTY BUILDING CODE. 19. PROVIDE FIRE DAMPERS AS REQUIRED BY THt MECH ANICAL CODE, SECTIGN 10. 20. INTERIOR FINI SHES SHALL COMPL WI K ING COUNTY BUILDING CODE & N.F .P. A. FLAME SPREAD REQUIREMENTS AND �_lFE SAFETY CODE, 21. PROVIDE AND INS'ALL SMOKE DETECTORS AND SPEAKER; STROBES AS REQUIRED IN KING C T Y BUILDING CODE. 22. PROVIDE AND INSTAL_ FARE E x 7 NG:J!S -"ERS !N THE ' -ROPEP CODE LDCA?10N AND T`/PE OF EXTINGUISHER -'E\ ,.;lRED BY 7 -4E KIN COUtti­v F :R DEPARTMENT. 23 s-_ DOORS AN COOP eSSEA+I3L +ES S�'A�. H� f A J.L_ ADDROVEC LA A__ DOOR HARCWAR: S--A- COUP_`' *AT'-- r+E Air SECT'Jti 000' N .. R ✓ W A KE S PRO v �.JV w `J`'r VOM L; - } , E iti �.,`� yM'" -+J�,' I USE X A K c . SP 'VL WI c E r. 2 S __ "NME SH A__ E3� A 'NC �d J O►. - -E DPa W4\3�. OR Z C� AR'F';' ' B` BC A 0%_" R ti4 C IRCi %O 7 ANCES tea► -- C.`sUE NS NS 3E D� �4vt:tiEC E`' SCA-:%^ ;R 4 NG �; D.fil► y�' � A KE To FACE OF S- :Z) OR ='A-- OF t;% S+' OR OF co- uljN JONLE A; N E* = =fit S}-E: A RC TC a _ Gti �+ E x 5 ti J r tv SSE S w =-'it: v4Of v Or ADO*_ JNLESS J►NERWMSE hJ"EC. WORK JEFEC VE I% CONS TRUC7Jti OF X' &. n. OR DE C:_ N - A AN'* REQt 1v1EtiT OF T'►*f CO1�iTRA` T 04C.A1EN'S OL _ BE ACT C A3lE ;N CONSEOUENICE OF CE140Aw rS OR BID A'S F AILLwE TC DISCC ,.S'Qw OR >,� T O SAtO DErEC T'S OR XPOEN ES DURMP.; 00INS TPIX- 7--3114. tD!EF C 7 ! VLF REW AL t - D W>M T 4W THE GUARANTEE PERM SH A6-L BE REPLAaD BY "K COWOPWO4C _0 'HE COh TRAC T P40 a; vWh :. E! ;HER c 4R r : aL OR rNAL_ SHALL BE %CONSTRLIEO A S AN ACCEPTANCE OF DEFECT:vE MIORIC OR 11110PROP£R CIA TMALS- 2 ?. CONTRAC I M SHALT~ PROVIOE COMPLETE PR00tjC T DATA Alm RELATED PROJECT CLOSE MT NFORMIA T" APPROMATE FOR CMART`S W AIN TEN. APKX AM OPER nOh OF GROOMS FtNOOSWC UNDER T�-E CONTRACT 29, CONTRACTOR SHALL ASSIST IN THE COORDINA I!ON OF "N.I.C." iTEM`) IN(J_UDING FURNITURE. INSTALLATION, EQUIPMENT INSTALLATION, TELEPHONE WO RK, E 1 C. 30. PROVIDE A ONE INCH CLEARANCE BETWEEN DUCTS, PIPIN; AND CEILING HANGING WIRES. 31. SE=AL ALA SOUND - -RATED CONSTRUCTIONS AIRTIGHT AT INTERSECTING SURFACES AND PENETRATIONS. 32 ALL DRAWINGS, NOTES AND SPECIFICATIONS ARE CONSIDERED COMPLEMFNTARY AND WHAT IS CALLED FOR BY ONE WILL BE AS BINDING AS IF CALLED FOR BY ALL. ANY WORK SHOWN OR REFERRED TO ON ANY ONE SFT OF DRAWINGS SHALL BE PROVIDED AS THOUGH SHOWN ON ALL RELATED DRAWINGS AND SPECIFICATIONS. 33. SEE SHEET A1.1 FOR SITE NOTES. 34. BUILDING DIVISION NOTES: 1. COMPLY WITH THE INTERNATIONAL BUILDING CODE (IBC), 2003 EDITION, SECTION 101.2(2), AS ADOPTED AND AMENDED BY THE STATE. 2. COMPLY WITH THE INTERNATIONAL MECHANICAL CODE (IMC), 2003 EDITION, AS ADOPTED AND AMENDED BY THE STATE. 3. COMPLY WITH THE UNIFORM PLUMBING CODE (UPC), 2003 EDITION, AS ADOPTED AND EMENDED BY THE STATE. 4. COMPLY WITH THE WASHINGTON STATE ENERGY CODE, CHAPTER 51 -11 WAC, 2003 EDITION. 5. COMPLY WITH IBC REQUIREMENTS FOR BARRIER FREE ACCESS, CHAPTER 11 AND APPENDIX E. SECTIONS 101 THROUGH 106, AND ICC /ANSI Alt 17.1 -1998. 6. COMPLY WITH THE 2003 WASHINGTON STATE VENTILATION AND INDOOR AIR QUALITY CODE (FIFTH EDITION). 7. CONSTRUCTION DOCUMENTS SHALL INCLUDE SPECIAL INSPECTION REQUIREMENTS AS SPECIFIED IN IBC SECTION 1704. 8. CONTRACTOR TO OBTAIN APPROVALS AND PERMITS FROM OUTSIDE AGENCIES: ELECTRICAL PERMITS AND INSPECTIONS ARE OBTAINED THROUGH THE DEPARTMENT OF LABOR AND INDUSTRIES. PHONE: (206) 248 -6630. PLUMBING PERMITS AND INSPECTIONS ARE OBTAINED THROUGH PUBLIC HEALTH - SEATTLE & KING COUNTY. PHONE: (206) 296 -4932. FIRE PROTECTION SYSTEM PLANS ARE REVIEWED THROUGH THE TUKWILA FIRE DEPARTMENT. PHONE: (206) 575 -4404. 9. A GEOTECHiCAL REPORT BY GEOMATRIX FOR THE SITE WORK, SHALL BE USED FOR THIS PROJECT. 35. FIRE DEPARTMENT NOTES: 1. THE CITY OF TUKWILA HAS ADOPTED THE 2003 INTERNATIONAL FIRE CODE. THIS AND OTHER NATIONALLY RECOGNIZED STANDARDS WILL BE USED DURING CONSTRUCTION AND OPERATION OF THIS PROJECT. (CITY ORDINANCE NO. 2047) 2. FIRE HYDRANTS WILL BE REQUIRED. SEE CIVIL DRAWINGS. (CITY ORDINANCE NC. 2052) 3. REQUIRED -IRE HYDRANTS SHALL BE APPROVED FOR LOCATION BY THE FIRE DEPARTMENT, APPROVED FOR PURITY BY THE WATER DEPARTMENT, AND FULLY IN SERVICE PRIOR TO START OF CONSTRUCTION. BY LINE OF VEHICULAR TRAVEL, A FIRE HYDRANT MUST BE NO FURTHER THAN 150 FEET FROM A STRUCTURE; AND NO PORTION OF A STRUCTURE TO BE OVER 300 FEET FROM A FIRE HYDRANT. (INTERNATIONAL FIRE CODE SECTION 508 AND CITY ORDINANCE NO. 2052) 4. AUTOMATIC FIRE SPRINKLERS, AUDIBLE, AND VISUAL DEVICES ARE REQUIRED FCR THIS PROJECT. SPRINKLER SYSTEM AND FIRE ALARM SHALL COMPLY WITH N.F.P.A. #13, #72, AND ADA REQUIREMENTS. SPRINKLER PLANS SHALL BE SUBMITTED TO WASHINGTON STATE SURVEYING AND RATING BUREAU, FACTORY MUTUAL OR INDISTRIAL RISK INSURERS FOR APPROVA PRIOR T:; BEING SUBMITTED TO TUKWILA FIRE MARSHAL FOR APPROVAL. THE FIRE ALARM PLANS ARE TO BE SUBMITTED DIRECTLY TO THE TUKWILA FIRE MARSHAL FOR APPROVAL. SUBMIT THREE (3) SETS OF DRAWING 'S1. THIS INCLUDES ONE FOR OUR FILE, ONE FOR COMPANY FILE, AND ONE FOR THE .LOB SITE. (CITY ORDINANCE NO. 2050) 5. SPECIAL INSTALLATIONS OF FIXED EXTINGUISHER SYSTEMS, FIRE ALARM SYSTEMS, DUST COLLECTORS, FUEL STORAGE ETC., REQUIRE SEPARATE PLANS AND PERMITS- PLANS TO BE SUBMITTED TO THE FIRE MARSHAL FR'OR TO START OF INSTALLATION. (CITY ORDINANCE NOS. 2051 AND 2047") 6. PORTABLE FIRE EX9NGUISHERS MLL BE REQUIRED IN FINISHED BUILDINGS PER N.F.P.A. #10 (MINIMUM RATING 2A, 1 0BC). 7. BUILDINGS U STORAGE OF HI PILED ' OMBUST19LC_ STOCK WILL REWIRE MECHANICAL SMOKE REMOVAL PER CHAP TER 23 OF THE 2003 Ih ERNATIONAL F'?E CODE. 8 NC BUILDING WILL BE DCCUPiED. B" PEOPLE OP MERCI•- AN - DiSE. RRcOR :,PDR3vA AN' INSPECTION BY Fi.R A N C BJ;!_DiNG DERARTMEN 9 SA C :A_ c;Rc uEPAR MEN7 PERM, "S ARE RE,00RE ' FOR >`;Cl~ _ -:1NGS zc to S "OPAGE OF CO ORESSEC GAS. CR"OGEy*S. DRv CLEAN N- ` - PF�AR SAIwA:c- rL�CES OF ASSE�I>B��. S�O�A1 �A`A ?'`Ol:S S. Ft ANOMA8.:' OR COMB LIoUll O° SO -10S. -_PG. V#c A%- LV "TNG 3PERA'_ONS, SPP�Y :,:%nN -. E "C. ktN Q% A " - ON AL r_ 'RE '_"Off SE C T'!ih ' C� X A K - Vt=ti " 1E -ICL A -S Rt - -z -.. - 0 W>>sr -� ' O' „ ..3 J �ti _k �� lR .0 : p`T S - C CRC A.: SS +5c RF X!R'E A Kti AK 1W F+R�� DEDAP "11E •C::.ESS RuA S Sj-b�_ RE NC L` SS '-- 7C' 1IMD► iIM tti JIh?S ;:CTC VERB :A_ C�EARArC.E OF '3' -5" (G ()RoC%A%CE S90 2C• , _ K ENEC _ VTV OF 1"LW*l %-A FURNT CENTER mo • iEi - 1 BLUNK DEMATTEI ASSOCIATES ARCHITECTS AIA 11.555 BAYSIiORE HWY 0300 ftLAULW4G - CA - 94010 TEL (650) 692 --9911 FAX (650) 692 -0191 � 'S5 RtG'S��.RED ARCHITECT YjAIINU DEMATTEI STATE OF waSHING70N N0. REVISION I DATE IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL FIELD CONDITIONS AND COMPARE THEM WITH THE CONSTRUCTION DOCUMENTS BEFORE COMMENCING ACTIVITIES. ERRORS, OMISSIONS OR ANY OTHER INCONSISTENCIES DISCOVERED SHALL IMMEDIATELY BE REPORTED TO THE ARCHITECT d Z .w 0 a p 4 � o m z OD W <co go � a: d P Z a (j) LIJ _ 1 Zo3� W Lu 9011-1 C Z 20457.04 AO SI"E[ ' x OF 4 Is i i N05'54 5 4.51' N3q '40'27`E 304-1' - ��x % L = bb 35' 1 A : b a l �.1 ft x 417.68 1 (N) 6ATE - 5EE FENCE PERMIT O '►J f 1 4 A 1 °Q ° A 04 4 j 1 i � � 1 i I t r f � J I o 1 1 , 4 J 11 h 1 l 1 � -o- r 14 i CL wee °3�s4°w O i i i ' �'; / i_ _ DOLLAR FwmT- A- ~,AR W) WASHINGTON ao STATE PATROL (NC) (N) FENCE 4 GUARDRAIL / \, (TYP - 5E C E FENCE PERMIT - __` jf _i 41 jr t ti Srr.A>ic�'tA. _ p ne M Fence _ ��e: - ozs�w ez.z� j TO (E) reee rEL PHONE TOYVR TO (E) FENCE I I 1 I � io . ' sronvc { L4 coNTnnCn M.i.cJ �I -- N8a1°30"5A'E 544 N64'30 150' io m I n I p f ! z 'I /V zx � Z 61LLIAM CREEK PER SURVEY 0p 0 DRAINA6E CiJLVERT PARKING STALL SIZES: ACCESSIBLE: 8' x 18' VAN ACCESSIBLE: 11' x 18' REGULAR: 9' x 19' COMPACT: 8' x 16' SffE LE GEM S M M (N) 8' -0" HIGH 'LHAIN LINK FENCE (5EE DETAIL. I /AI2) AND (N) GUARVRAI (SEE DETAIL 5/A. (E) 8' -0" HIGH CHAIN LINK FENCE AND (N) GUARDRAIL (5E£ DETAIL 5 /AI.2i x +�,. • • • ■ EXTIEW (E) 6'-0' HI61 C.HAIN LINK FENCE TO 8'-0' H&4 AND INSTALL \ � � GUARDRAIL -EIRE TRUCK AGGE56 (SEE DETAIL 5 /At.2) ROUTE - 20' -0' MIN. AIDE + (TYP SHiOM DASHED) • • ■ (N) W-O" HIGH FENCE AT (E) RETAINING YKAL. - � � 6UARDR.AIL (SEE DETAIL WAI2 -51M) IN51DE (E) CURS (t) CAIN LINK FEWX (TYP) - 4'A AC -� IL (E) =eCE / L A r ,. A5P4t4 -T PA'JYNS =,/E- SHUTTU • W) N =VCE A- rJt: = ACE OF dr.; qE -%7400L r997-v 0 -v� OE - /�w __ Now bi I t: PLAN -- c 15 30 �60 1:0 V • 1. ALL WORK SHALL BE IN CONFORMANCE WITH THE CITY OF TUKWILA AND THE WASHINGTON STATE STANDARD SPECIFlCATIONS. NO VARIANCE OR EXCEPTION IS REQUESTED. 2. EXISTING TOPOGRAPHIC SURVEY PERFORMED BY OTHERS. 3. NO ADJOINING DEEDS OR TITLE REPORTS ARE BEING SUBMITTED. 4. NO WORK SHALL START UNTIL NECESSARY PERMITS ARE OBTAINED FROM ALL INVOLVED AGENCK:S. 5. ALL WORK SHALL BE DONE IN ACCORDANCE TO EXISTING SOIL REPORT. SEE CENDANT'S PROJECT MANAGER FOR REPORT. 6. CENDANT, BLUNK DEMATTEI ASSOCIATES (BDA) AND THE CITY OF TUKWILA SHALL BE NOTIFIED IN ADVANCE OF CONDITIONS THAT REQUIRE ANY CHANGES FROM THESE PLANS, 7. ANY NECESSARY TRAFFIC CONTROL SHALL BE PERFORMED IN ACCORDANCE WITH THE REQUIREMENTS OF THE LATEST 'MANUAL OF TRAFFIC CONTROLS" PUBLISHED BY THE WASHINGTON DEPARTMENT OF TRANSPORTATION. 8. THE REMOVAL OF OBSTRUCTIONS (POWER POLES, FENCES, RETAINING WALLS, TREES. STRUCTURES. PIPELINES. ETC.) SHALL BE AT THE CONTRACTOR'S EXPENSE. 9. EXISTING STORM DRAINAGE SYSTEM FOR SITE AREAS NOT MODIFIELD TO BE USED UNLESS SHOWN OTHERWISE ON THE PLAN. SEE CIVIL 10. DURING CONSTRUCTION. CONSTRUCTION CREWS SHALL UNDERTAKE A PROGRAM OF DUST CONTROL INCLLDING, BUT NOT LIMITED TO, WATERING SOIL SURFACES AS NEEDED TO PREVENT DUST BLOWING. COVERING TRUCKS CARRYING MATERIALS TO AND FROM THE SITE, AND FREQUENT CLEAN - UP (STREET SIIEEPWG) OF SOIL CARRIED BY CONSTRUCTION VEHICLE TIRES FROM THE SITE ONTO ROADWAYS. COMPLY WITH All NPDES REQUIREMENT'S_ SEE CIVIL 11. ALL EXCAVATIONS 4' -0' IN DEPTH OR GREATER SHALL BE SHORED AND BRACED ACCORDING TO STATE LAW. 12. ALL EXISTING NPROVEMENTS REMAINING AFTER DEMOLITION DAMAGED DURING CONSTRUCTION SHA U BE REPAIRED AT THE CONTRACTOR'S EXPENSE TO THE SATISFACTION OF CFNDMIT. BDA AND THE CITY OF TUKMILA. 13. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE, TO ROADS OR ADJACENT PRIVATE PROPERTY. CAUSED BY HIS ACTIVITIES AND ALSO SHALL BE RESPONSIBLE FOR ANY OTHER WORK R =QURED PREVENTING SUCH DAMAGE. 14. ALL DEERS AND UNSIATAPLE MATERIAL WITHIN THE AREA OF WORK. WHICH ARE NOT INCORPORATED IN THE WORK, SHALL BE REMOVED TO A LEGAL DL.MPSITE AT THE EXPENSE OF THE CONTRACTOP.. 15. THE CONTRACTOR SHALL EKERCISE CARE WHEN WORKWG NEAR EXISTING UTILITIES AND SHALL BE RESPONSIBLE FOR ALL DAMAGE, BREAKAGE OR LEAKS CAUSED BY HMS WORK. CALL USA 48 HOURS BEFORE DIGGING. 16. IF WORK iS NOT PERFORMED AT NIGHT. THERE SHALL. BE NO HOLES OR STOCKPLES OF MATERIAL IN /ON THE AREAS MITRE VErKXk -AR TRAFFIC MAY OCCUR FROM 8 PM TO 6 AM. ALL HOLES SHAM BE BACKFILI,ED OR PLATED FOR H -20 LOADING_ 17. W *3RE EXISTIIMG ABANDONED UNDERGROUND UTIUTIES ARE ENCOUNTERED AND THEY ARE IN CIO FUCT WITH WORK ASSOCIATED WITH THIS CONTRACT, THE CONTRACTOR SHALL REMOVE THEM AS NEEDED AND DISPOSE OF THE MATERIAL ACCORDIIINIG TO THE LATEST OSHA REGULATION AND THE KW1G COUNTY FTQUf tE ENTS. NOTIFY CENDANT AND BDA WHlEAl E)QSTMNG ABANDONED UIIDERGi ?LIMO U>IUTiES ARE E ICOUI11TERED. I& CONTRACTOR SHAWL BE RESPONSIBLE FOR HAVNG A PERMIT COPY OF CONiiSTRUCT"4 PLANS AT PROJECT SITE DLRW41G CONSTRUCTIONI. 19 CONTRACTOR SHALT. PRO ONE SET OF DETAk -ED 'AS - BL&T' PLANS SW OWING ALL DEMATIWS, CHANCES, AW71MS AND DELETIONS FOR ALL WORK. 20 DMrENSKWS ARE EXACT AND HEED TO BE COORDIN VATH FELL 21 CURBS SWA.L BE STRAIGHT TINE GRAL BETWEEN Aa JOWTS- 22 4 SAW CL -S SHALL 8E JOKE ON A STRAIG14T, LINE AND SHAL- BE ACCEPTABLE TO BC A, S AW CI.; TS TO BE 1' DEEP ILAX- 23 Aa.,_ S`; E . &PR0%C ENTS SAL- 9E CONSTRUC''M N _TP.rCT ACZORC41CT W!I 0 Of - I-X Vk A S T AW AK S 9 >_A NS A1w AMENDMENTS 2 :�Ok TRAC-OR 3; A C - CM01- 9-. 7cCA": •'E. REMGvE 00 DISPOSE CIF AL E C-ChCRE TE OP &Saa -AL - CONICR£''E P A vM*G -E :1�8. r<: T +uC SOE WA, •c ate` DE`.,E EvaOUS 1a7-RLALS RE014I!El� - C CkS'R'.,C =t. -RAC AOW EXUSS NA'ERIAr .;E1PE"��►TEL' ?" JE)/Cl!' EXC ;�a TiQr MC GRAr'�G %v^L- BE i OF 8' T.01C X N "RAC TM. JEWOL: -" NOW N')T SHC N AI -rN TW I 2'-` 'F -- '^ - P < Tat SH 4.., vE QW'" Ai_ V lU r,► `iJU -'ONS - SH A~ SE -1 1E C'De 'rQ A.:. � - S SOLE RE SPCk"S1IBIL ` - 3 ' 1 - L- E ACS T�� :1 Ti. Z S Si -tA - vC GAW• X -W 3,&7 -C -►te e ---!E --AEWcAW aI<X Or :fe-, --0.. TQA` - -4E C^^ %- &4.. BF W Ott -:� :. =CIRD^ A'j ABC �� a ► r" `4UQ C0k AID :olk :JIPAWS «5'AJ._frG %Uo 5TQUC v'i oc SEPSES TC n# ETtAtL rE�.OP%EPIT .'LIN'RA,.'✓R ':. - CN'A`' ..'S4 REGAROMIC A L,Z �S 26 •QEVE? =ArOEN- 5 SRUPLE% 3+ -LIE OF - -.f GOP% ccl*E . a" ESE JOcT "'S. -w O A rEW%' SI+Ja _ BE Rk PL,ACEZ . AF "r DER >•-).. 04 *w% W►'ERL&"5 -r 2AA► "3, OR OF -1 -Ak 'zf ~AERIALS 4Sc'v K '+f alOGMM. 0 A%84G TW r*MSl tM ► A %0" T SE Si & C - ` -3 'W AP'o'g0VAhl O WA i - "U4E &GRMS - 1-6A - -E Ste► ASSUW SO-Z- W JC' W E -E 'V FM JOB SM COI f0 7 ORS 71FMNG 'rof OF :p6 - Q x- Xft T 'M PW,XC'. 1 11 1 11IM401Mf6 SAFE OF k- °ERSIONS MD PROW 'r' w. 00 - laA - l+6 EQ11E11E!rT 9+N,' mil" Jtft'WQK7lj%" 40 r10' O illt'1 'C WOAIAL SrgKAf1G NC AK '*E 00KTWAtC 9ka&.4 JEFTM. 'NDEWory aW "W XWD Mr rAC. 9CA b4jF4NLFa;'S.. C W011 4w AIID , ti. .moR, r 1 7E 4L 'R ALLE"IX MI COIECIM 0 -6 E as a=o cr1 IM mac=. EvCEp r* Fq* U ATM W9wG mW '�E s� 11MVIUICENIX s C0 10W OR ODA 29 011151"Ic V111A;'NES 4W SHOM w "M - CAINO M 4ElaF'v w ne gM OF :! 4 015S SLOPE'S AT UNUMM -S 9* AL& iR t.'t�i"` -CI' 1w[ ;r 2. 3 sm Crw PLAM C C* REawwr saw* aLwi6 • OL"m co SLUNK DEMATTEI ASSOCIATES ARCHITECTS AIA 7555 BAYSH0RE HWY #300 ME - CA - 94010 TEL (650) 692 --9911 FAX (650) 692 -0161 7765 RII-r i3E -iiED PROJECT 1 � A ��rr. AR H. , E..T ONY JAM D EYATTE I SATE OF WASKNGT�J GLI EN T REVI510te 10/27/05 © DRS REVISION' 6/21/05 NO. RC (RE(AONAL COMMERCIAL) IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL FIELD CONDITIONS AND COMPARE THEM WITH THE CONSTRUCTION BUILDINQ ,DOMING USE =" 1 S� CA N ,�9�AR�. 1 -Q4' ASi�• ADMINISTRA. TION OFFICE B TYPL UI 16,684 SF (1 FLOOR) r V z MAINTENAN(;E OFFICE 8 TPE III 30.329 SF a i(1 FLOOR) CAR MAINTENANCE S -1 cc GUARDBOOI'H SECURITY U 1YPr- V 48 SF (1 FLOOR) i H' m QTA CAR WASH. FUELING S--1 TYPE II 2 CIF (1- ELQQR_,j (5,916 SI~ CANOPY NOT INCLUDED) TOTAL BUILDINGS Q 49,510 SF Lij z APNs PA . 1 222304- 9101 -02 PA_ RQEL 222304- 9001 03 ,QQ ARTLR_ SW 1/4 OF SW 1/4 Z�' PARCEL 2 222304 -- 9015 -01 PARQLL.4 222304 9102 - -01 a T IQN- 2.2 Z ad w 5LF- - o3i n 1 TQMSHIP- 231V BUILDINGS 49,510 SF RA NGE - 4E., W.M. (E) LANDSCAPING 124,534 SF s CF 4 (N) LANDSCAPING 27,928 SF (E) PAVING 418,417 Sf (INCLUDES TRASH ENCLOSURES OF 256 do 186 SF) (N )� V.334 SF TOTAL SITE 658,723 SF �,ANOEILS (E) CANOPIES 8,508 Si. I 7.374 ;zE CANOPY TOTAL 15,882 SF ► PARKING DA SQUARE PARKING STALLS STALLS BUILDING FQOTAQE RLQQ'REMENTS REQUIRED PROADED MAINTENANCE: MAINTENANCE OFFICE 9.715 SF 1 STALL / 333 SF 30 31 (1 FLOOR) CAR MAINTENANCE 20,614 SF 1 STALL / 1000 SF 21 23 (1 FLOOR) ADMINISTRA-ON 16,684 SF 1 STALL / 333 SF 51 53 (1 FLOOR) GUARDBOOTH 48 SF 1 STALL / 333 SF 1 1 (1 FLOOR) OTA 8,365 SF 1 STALL /1000 SF 9 13 (1 FLOOR) (INCLUDING CANOPY) TOTAL PARKING STALLS 112 121 BICYCLE PARKING DATA SQUARE BICYCLE SPACES SPACES BUILDING F OOTAG E REQUIREMENTS REQU IR ED PROVIDED ADMINISTRATION 16,684 SF 1 SPACE / 50 PKG STALLS 1 1 (i FLOOR) MAINTENANCE 30,329 SF 1 SPACE / 50 PKG STALLS 2 2 (1 FLOOR) QTA 8,365 SF 1 SPACE / 50 PKG STALLS 1 (1 FLOOR) (INCLUDING CANOPY) _ AL ,� ^ _ PARKING STALL SIZES: ACCESSIBLE: 8' x 18' VAN ACCESSIBLE: 11' x 18' REGULAR: 9' x 19' COMPACT: 8' x 16' SffE LE GEM S M M (N) 8' -0" HIGH 'LHAIN LINK FENCE (5EE DETAIL. I /AI2) AND (N) GUARVRAI (SEE DETAIL 5/A. (E) 8' -0" HIGH CHAIN LINK FENCE AND (N) GUARDRAIL (5E£ DETAIL 5 /AI.2i x +�,. • • • ■ EXTIEW (E) 6'-0' HI61 C.HAIN LINK FENCE TO 8'-0' H&4 AND INSTALL \ � � GUARDRAIL -EIRE TRUCK AGGE56 (SEE DETAIL 5 /At.2) ROUTE - 20' -0' MIN. AIDE + (TYP SHiOM DASHED) • • ■ (N) W-O" HIGH FENCE AT (E) RETAINING YKAL. - � � 6UARDR.AIL (SEE DETAIL WAI2 -51M) IN51DE (E) CURS (t) CAIN LINK FEWX (TYP) - 4'A AC -� IL (E) =eCE / L A r ,. A5P4t4 -T PA'JYNS =,/E- SHUTTU • W) N =VCE A- rJt: = ACE OF dr.; qE -%7400L r997-v 0 -v� OE - /�w __ Now bi I t: PLAN -- c 15 30 �60 1:0 V • 1. ALL WORK SHALL BE IN CONFORMANCE WITH THE CITY OF TUKWILA AND THE WASHINGTON STATE STANDARD SPECIFlCATIONS. NO VARIANCE OR EXCEPTION IS REQUESTED. 2. EXISTING TOPOGRAPHIC SURVEY PERFORMED BY OTHERS. 3. NO ADJOINING DEEDS OR TITLE REPORTS ARE BEING SUBMITTED. 4. NO WORK SHALL START UNTIL NECESSARY PERMITS ARE OBTAINED FROM ALL INVOLVED AGENCK:S. 5. ALL WORK SHALL BE DONE IN ACCORDANCE TO EXISTING SOIL REPORT. SEE CENDANT'S PROJECT MANAGER FOR REPORT. 6. CENDANT, BLUNK DEMATTEI ASSOCIATES (BDA) AND THE CITY OF TUKWILA SHALL BE NOTIFIED IN ADVANCE OF CONDITIONS THAT REQUIRE ANY CHANGES FROM THESE PLANS, 7. ANY NECESSARY TRAFFIC CONTROL SHALL BE PERFORMED IN ACCORDANCE WITH THE REQUIREMENTS OF THE LATEST 'MANUAL OF TRAFFIC CONTROLS" PUBLISHED BY THE WASHINGTON DEPARTMENT OF TRANSPORTATION. 8. THE REMOVAL OF OBSTRUCTIONS (POWER POLES, FENCES, RETAINING WALLS, TREES. STRUCTURES. PIPELINES. ETC.) SHALL BE AT THE CONTRACTOR'S EXPENSE. 9. EXISTING STORM DRAINAGE SYSTEM FOR SITE AREAS NOT MODIFIELD TO BE USED UNLESS SHOWN OTHERWISE ON THE PLAN. SEE CIVIL 10. DURING CONSTRUCTION. CONSTRUCTION CREWS SHALL UNDERTAKE A PROGRAM OF DUST CONTROL INCLLDING, BUT NOT LIMITED TO, WATERING SOIL SURFACES AS NEEDED TO PREVENT DUST BLOWING. COVERING TRUCKS CARRYING MATERIALS TO AND FROM THE SITE, AND FREQUENT CLEAN - UP (STREET SIIEEPWG) OF SOIL CARRIED BY CONSTRUCTION VEHICLE TIRES FROM THE SITE ONTO ROADWAYS. COMPLY WITH All NPDES REQUIREMENT'S_ SEE CIVIL 11. ALL EXCAVATIONS 4' -0' IN DEPTH OR GREATER SHALL BE SHORED AND BRACED ACCORDING TO STATE LAW. 12. ALL EXISTING NPROVEMENTS REMAINING AFTER DEMOLITION DAMAGED DURING CONSTRUCTION SHA U BE REPAIRED AT THE CONTRACTOR'S EXPENSE TO THE SATISFACTION OF CFNDMIT. BDA AND THE CITY OF TUKMILA. 13. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE, TO ROADS OR ADJACENT PRIVATE PROPERTY. CAUSED BY HIS ACTIVITIES AND ALSO SHALL BE RESPONSIBLE FOR ANY OTHER WORK R =QURED PREVENTING SUCH DAMAGE. 14. ALL DEERS AND UNSIATAPLE MATERIAL WITHIN THE AREA OF WORK. WHICH ARE NOT INCORPORATED IN THE WORK, SHALL BE REMOVED TO A LEGAL DL.MPSITE AT THE EXPENSE OF THE CONTRACTOP.. 15. THE CONTRACTOR SHALL EKERCISE CARE WHEN WORKWG NEAR EXISTING UTILITIES AND SHALL BE RESPONSIBLE FOR ALL DAMAGE, BREAKAGE OR LEAKS CAUSED BY HMS WORK. CALL USA 48 HOURS BEFORE DIGGING. 16. IF WORK iS NOT PERFORMED AT NIGHT. THERE SHALL. BE NO HOLES OR STOCKPLES OF MATERIAL IN /ON THE AREAS MITRE VErKXk -AR TRAFFIC MAY OCCUR FROM 8 PM TO 6 AM. ALL HOLES SHAM BE BACKFILI,ED OR PLATED FOR H -20 LOADING_ 17. W *3RE EXISTIIMG ABANDONED UNDERGROUND UTIUTIES ARE ENCOUNTERED AND THEY ARE IN CIO FUCT WITH WORK ASSOCIATED WITH THIS CONTRACT, THE CONTRACTOR SHALL REMOVE THEM AS NEEDED AND DISPOSE OF THE MATERIAL ACCORDIIINIG TO THE LATEST OSHA REGULATION AND THE KW1G COUNTY FTQUf tE ENTS. NOTIFY CENDANT AND BDA WHlEAl E)QSTMNG ABANDONED UIIDERGi ?LIMO U>IUTiES ARE E ICOUI11TERED. I& CONTRACTOR SHAWL BE RESPONSIBLE FOR HAVNG A PERMIT COPY OF CONiiSTRUCT"4 PLANS AT PROJECT SITE DLRW41G CONSTRUCTIONI. 19 CONTRACTOR SHALT. PRO ONE SET OF DETAk -ED 'AS - BL&T' PLANS SW OWING ALL DEMATIWS, CHANCES, AW71MS AND DELETIONS FOR ALL WORK. 20 DMrENSKWS ARE EXACT AND HEED TO BE COORDIN VATH FELL 21 CURBS SWA.L BE STRAIGHT TINE GRAL BETWEEN Aa JOWTS- 22 4 SAW CL -S SHALL 8E JOKE ON A STRAIG14T, LINE AND SHAL- BE ACCEPTABLE TO BC A, S AW CI.; TS TO BE 1' DEEP ILAX- 23 Aa.,_ S`; E . &PR0%C ENTS SAL- 9E CONSTRUC''M N _TP.rCT ACZORC41CT W!I 0 Of - I-X Vk A S T AW AK S 9 >_A NS A1w AMENDMENTS 2 :�Ok TRAC-OR 3; A C - CM01- 9-. 7cCA": •'E. REMGvE 00 DISPOSE CIF AL E C-ChCRE TE OP &Saa -AL - CONICR£''E P A vM*G -E :1�8. r<: T +uC SOE WA, •c ate` DE`.,E EvaOUS 1a7-RLALS RE014I!El� - C CkS'R'.,C =t. -RAC AOW EXUSS NA'ERIAr .;E1PE"��►TEL' ?" JE)/Cl!' EXC ;�a TiQr MC GRAr'�G %v^L- BE i OF 8' T.01C X N "RAC TM. JEWOL: -" NOW N')T SHC N AI -rN TW I 2'-` 'F -- '^ - P < Tat SH 4.., vE QW'" Ai_ V lU r,► `iJU -'ONS - SH A~ SE -1 1E C'De 'rQ A.:. � - S SOLE RE SPCk"S1IBIL ` - 3 ' 1 - L- E ACS T�� :1 Ti. Z S Si -tA - vC GAW• X -W 3,&7 -C -►te e ---!E --AEWcAW aI<X Or :fe-, --0.. TQA` - -4E C^^ %- &4.. BF W Ott -:� :. =CIRD^ A'j ABC �� a ► r" `4UQ C0k AID :olk :JIPAWS «5'AJ._frG %Uo 5TQUC v'i oc SEPSES TC n# ETtAtL rE�.OP%EPIT .'LIN'RA,.'✓R ':. - CN'A`' ..'S4 REGAROMIC A L,Z �S 26 •QEVE? =ArOEN- 5 SRUPLE% 3+ -LIE OF - -.f GOP% ccl*E . a" ESE JOcT "'S. -w O A rEW%' SI+Ja _ BE Rk PL,ACEZ . AF "r DER >•-).. 04 *w% W►'ERL&"5 -r 2AA► "3, OR OF -1 -Ak 'zf ~AERIALS 4Sc'v K '+f alOGMM. 0 A%84G TW r*MSl tM ► A %0" T SE Si & C - ` -3 'W AP'o'g0VAhl O WA i - "U4E &GRMS - 1-6A - -E Ste► ASSUW SO-Z- W JC' W E -E 'V FM JOB SM COI f0 7 ORS 71FMNG 'rof OF :p6 - Q x- Xft T 'M PW,XC'. 1 11 1 11IM401Mf6 SAFE OF k- °ERSIONS MD PROW 'r' w. 00 - laA - l+6 EQ11E11E!rT 9+N,' mil" Jtft'WQK7lj%" 40 r10' O illt'1 'C WOAIAL SrgKAf1G NC AK '*E 00KTWAtC 9ka&.4 JEFTM. 'NDEWory aW "W XWD Mr rAC. 9CA b4jF4NLFa;'S.. C W011 4w AIID , ti. .moR, r 1 7E 4L 'R ALLE"IX MI COIECIM 0 -6 E as a=o cr1 IM mac=. EvCEp r* Fq* U ATM W9wG mW '�E s� 11MVIUICENIX s C0 10W OR ODA 29 011151"Ic V111A;'NES 4W SHOM w "M - CAINO M 4ElaF'v w ne gM OF :! 4 015S SLOPE'S AT UNUMM -S 9* AL& iR t.'t�i"` -CI' 1w[ ;r 2. 3 sm Crw PLAM C C* REawwr saw* aLwi6 • OL"m co SLUNK DEMATTEI ASSOCIATES ARCHITECTS AIA 7555 BAYSH0RE HWY #300 ME - CA - 94010 TEL (650) 692 --9911 FAX (650) 692 -0161 7765 RII-r i3E -iiED ��rr. AR H. , E..T ONY JAM D EYATTE I SATE OF WASKNGT�J GLI EN T REVI510te 10/27/05 © DRS REVISION' 6/21/05 NO. REVISION DATE IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL FIELD CONDITIONS AND COMPARE THEM WITH THE CONSTRUCTION DOCUMENTS BEFORE COMMENCING ACTIVITIES. ERRORS, OMISSIONS OR ANY OTHER INCONSISTENCIES DISCOVERED SHALL IMMEDIATELY BE REPORTED TO THE ARCHITECT R b Q r V z w a D a a cc cc i H' m Z �co cr 6 CID Z51 m Q 0 Lij z } Z�' U '1 Z ad w u W o3i n 1 20457.04 AlLl SSE r s CF 4 • 0 IR . q GRAVE 95% COMPACTED EARTH . p V d a ' WE SCUMM PIPE BOLLARDS &RAVE: 95% GOMPAGTED EARTH S" 3,0)00 P51 GONG / SLAB W/ b "xb` 10 /10 W.W.F. AT MIDDLE (SLAB MU5T BE LEVEL) ADJACENT PAVEMENT f A I &N J 1 �y • 3/8" VIA. LA& BOLTS AND SHIELDS ,� --- GONG. 50 -BA5E ��- 4 DRAIN ANON- MOTORIZED TIGER TEETH J 3 /4'=r -o' a0psi q,l I a e a Q 4 MY d 1 -- t _ i - I - i I I —j i -I I 4 i I - ---I f {-- ! 1=1 I! - 1--. f- 3/4" A66RE6ATE BASE COURSE 00WACTED JIL GoNGRETE _ v -- F007IN6 + -- -- -a COMPACTED 1 - SuB6 ADE ' - i! =1 i I= i U PPE AT FUEL ISLANDS AND GUARD BOOTH V"TE REfLEcnVE PAVEMENT n MAWCIN6 (TYP. OF 2) I X x x X PEW b' DIA. STEEL BOLLARD Fi W/ SE k 2/AI 2 FOR DETAIL (TYP. OF 2) Z� t A% WfZEWrqqlm%jj_rtR — T STRUT IOXXAM� �/ \ �.---r LOGHGIPkS BiIITTO�v PO'5 T I HEAD BOLT GUARDRAIL I A YOP RA i _ �S A� ✓. NOTES: &-&. 50LT3 TO BE A325 STEEL K' ELF 5TREN&T+4 JF 36 KIPS/rr. ✓-A: h _%v, �1VGE r MELDS TO BE E Ka-05 NV A� r ' A .E Jr .,t Nk _!NK {E 6• :L.E STfRe6 OF 36 KP5/FT. / �► _ % E 0 05 - 5 5A- iC 0 . •-.� -• -� c�-� � 1 - 510�_ LFE g0_ 5L� >=OR 5.6 x ' 1, 5 /Wx - 'k I c BC'✓� �cA _ S SA... ✓ --_�` y E' :, ��:�.- ,tea A � y � I � � pR hlE•c� `'�✓ A 'E ;� 0 - - - - - - - - Ex S - 46 VkAZIE a _- • f Cr �^ 3/4rW-Q r � J � tv I SP_ G+F 3D_ G5 - T2- HTG-RM (REGE55ED) 5" 3)000 P51 GONG. G512- 1-ITG -RM (REGE55ED) MOTORIZED TRAFFIC SLAB W/ b o x( " 10 /10 NON-MOTORIZED TRAFFIC CONTROLLERS % PPL I E:D W.W.F. AT MIDDLE (SLAB CONTROLLERS SUPPLIED AND 1 N5TA -LED BY MUST BE LEVEL,) AND INSTALLED BY CONTRACTOR --� CONTRACTOR � P£RM1551VE TRAFFIC ADJACENT PAVEMENT ��PERM1551VE TRA1-F1!. % AL I&N \ y ir 1 7� I Y - L T V— JL — n 3T ,.. -- ° v &4W -Q n • � II 3/6" VIA. LA& BOLTS AND SHIELDS GONG. WB - BASE 4" I.D. DRAIN MOTORIZED TIGER TEETH 3/rwT_(r lWa umm VEHICLE 5EW_-vOR GROUW LOOP FOR &ATE ARM - C1JT IN ASPHALT 3rim ALI Wr5EAU (TYP. OF 2) ILLIJKNATED T16ER TEETH VIARlONS 516kA6E (TYP. OF 4) r n N MOTO T16EIR TEETH, (2) I r - - - -- GATE Afa C40 t t -- c TRAFFIC LI6HT - SM DETAIL 4 /Aid • , - z X X X 2" 00tWUIT FOR .:. E1.FG. 5ERVIC.E FROM SWITCH �'.. GEAR ROOM AT MAINT. &_D6 I i SLIDING &ATE trf'P. OF 2) _ x1 i 1� -- 2' LtVER6RDLW GONDIAT # � _ -- � • '`. _``-- ' 12O CONDU R REMOTE E C:ONTRlJ!_ F FOR VOICE GfJ44ftGATI0N ! 4 FROM MAINT. ELL>& ! I "! I Y (TYP. OF 2) t 2' GOI�)UiT FOR — _ ' `--- -- 2" CoC* IT FOR DATA MOM MAJNT. 5LD6 I � 1 El CTR'JG PO!^ER TO T16PER $TH 24 ' $QTY (SP C•.ONWT FROM MAINT. BLD6 t { _ - . 2' LOCIERASROUND CZ*VVIT ' O� X FOR ELECTRIC POVER TO N MOTORIZED T>6E!? TEETH (1) I r6ert TEETH 6_UJMINATED bATE AR}•1, CONTROLLER i MMONS 5161 A v PYLON! T RAFF►G LWAIT -SEE DETAIL : i ' I - - - - - - - - - r x ti 41 AI .2 I I r •, 1 ; ; (TYP. of 44 E)GT SEGtJR1T' CAMERA `ICl it - C.@�DAtNT 6(JARD BOOT )+ 1 ! -- - �'° 1 I"T`�1!'- OF 4) (OFGI ` I ° 1 NEh 4 ' N!C K REINFORCED NE." b O♦ A` STEEL BOLA._� Do " 1 5LA8 F ILLr'� SEE ! l ��� 2DETAIL a � 4 :-A: .2 FOR !T . OF Z !. I �,.�►► • - A . LO' S7 Rl`P`4& '!0 BE 4 ' ffDE 23 V"TE REFa;CTl)oE r'A iW 'fir.• rV1RN1�5 /�dtit�N' I MARX -146 ;'TYP OF 2,; � !' ! ,�/� �,,, • 7 �� ;�� i � i Wr - 5001 REC*_ QTY CIF .:. A ,. I O L T *W•t -w 4 0 0 • A 5PL ICE 301. 5rL-OT 5TAWARV T ­7� 5-ML G 17 -7 56 - 2s0-&O 5A6E OR I Ems, A%_ a SE., OA I s r E h• A •/ 1 • 1 16 BLUNK DEMATTEI ASSOCIATES ARCHITECTS AIA 1555 SAYSHORE HWY *300 BI WIL&4GAME - CA - 94010 ■ TEL (654) 692 -9911 FAX (650) 692 - -0101 77/65 REG'cz TDF ARC!•,;T E 'T ^N Y JAW M MATTE TATE OF WASHINGTOIN ® CL REV1510N5 10/21/05 IQ DRS REVI5ION5 6/21/05 NO. REVISION DATE IT IS THE RESPONSIBIUTY OF THE CONTRACTOR TO VERIFY ALL FIELD CONDIPONS AND COMPARE THEM WITH THE CONSTRUCTION DOCUMENTS BEFORE COMMENCING ACTIATIES. ERRORS, OMISSIONS OR ANY OTHER INCONSISTENCIES DISCOVERED SHALL IMMEDIATELY BE REPORTED TO THE ARCHITECT • U z w a D 0 a: >0 ..j W z.j W < Go WX Cc Q CD H MD a: 4c Q W `�� J "0 I loo- Z3 W Q C % Z C ml W W 04 3 1 �. W ✓�! .OF 9/30/04 20457 -04 AlL2 Sr}+EE T i CIF i 4 3/4 •t- O` I b" DIAMETER SGH. 40 6" DIAMETER SCH. 40 1 GALVANIZED STEEL PIPE GALVANIZED STEEL PIPE 'U" BOLLARD FILLED WITH BOLLARD FILLED W1TH CONCRETE. PAINT AV15 CONCRETE. PAINT AVI5 {I RED (SEE PAINT RED (SEE PAINT I I SCHEDULE) SCHEDULE) ADJACENT , NEW GoW.A� SLAB PAVEMENT - I W1TH REINFORGIN& SEE CIVIL . p V d a ' WE SCUMM PIPE BOLLARDS &RAVE: 95% GOMPAGTED EARTH S" 3,0)00 P51 GONG / SLAB W/ b "xb` 10 /10 W.W.F. AT MIDDLE (SLAB MU5T BE LEVEL) ADJACENT PAVEMENT f A I &N J 1 �y • 3/8" VIA. LA& BOLTS AND SHIELDS ,� --- GONG. 50 -BA5E ��- 4 DRAIN ANON- MOTORIZED TIGER TEETH J 3 /4'=r -o' a0psi q,l I a e a Q 4 MY d 1 -- t _ i - I - i I I —j i -I I 4 i I - ---I f {-- ! 1=1 I! - 1--. f- 3/4" A66RE6ATE BASE COURSE 00WACTED JIL GoNGRETE _ v -- F007IN6 + -- -- -a COMPACTED 1 - SuB6 ADE ' - i! =1 i I= i U PPE AT FUEL ISLANDS AND GUARD BOOTH V"TE REfLEcnVE PAVEMENT n MAWCIN6 (TYP. OF 2) I X x x X PEW b' DIA. STEEL BOLLARD Fi W/ SE k 2/AI 2 FOR DETAIL (TYP. OF 2) Z� t A% WfZEWrqqlm%jj_rtR — T STRUT IOXXAM� �/ \ �.---r LOGHGIPkS BiIITTO�v PO'5 T I HEAD BOLT GUARDRAIL I A YOP RA i _ �S A� ✓. NOTES: &-&. 50LT3 TO BE A325 STEEL K' ELF 5TREN&T+4 JF 36 KIPS/rr. ✓-A: h _%v, �1VGE r MELDS TO BE E Ka-05 NV A� r ' A .E Jr .,t Nk _!NK {E 6• :L.E STfRe6 OF 36 KP5/FT. / �► _ % E 0 05 - 5 5A- iC 0 . •-.� -• -� c�-� � 1 - 510�_ LFE g0_ 5L� >=OR 5.6 x ' 1, 5 /Wx - 'k I c BC'✓� �cA _ S SA... ✓ --_�` y E' :, ��:�.- ,tea A � y � I � � pR hlE•c� `'�✓ A 'E ;� 0 - - - - - - - - Ex S - 46 VkAZIE a _- • f Cr �^ 3/4rW-Q r � J � tv I SP_ G+F 3D_ G5 - T2- HTG-RM (REGE55ED) 5" 3)000 P51 GONG. G512- 1-ITG -RM (REGE55ED) MOTORIZED TRAFFIC SLAB W/ b o x( " 10 /10 NON-MOTORIZED TRAFFIC CONTROLLERS % PPL I E:D W.W.F. AT MIDDLE (SLAB CONTROLLERS SUPPLIED AND 1 N5TA -LED BY MUST BE LEVEL,) AND INSTALLED BY CONTRACTOR --� CONTRACTOR � P£RM1551VE TRAFFIC ADJACENT PAVEMENT ��PERM1551VE TRA1-F1!. % AL I&N \ y ir 1 7� I Y - L T V— JL — n 3T ,.. -- ° v &4W -Q n • � II 3/6" VIA. LA& BOLTS AND SHIELDS GONG. WB - BASE 4" I.D. DRAIN MOTORIZED TIGER TEETH 3/rwT_(r lWa umm VEHICLE 5EW_-vOR GROUW LOOP FOR &ATE ARM - C1JT IN ASPHALT 3rim ALI Wr5EAU (TYP. OF 2) ILLIJKNATED T16ER TEETH VIARlONS 516kA6E (TYP. OF 4) r n N MOTO T16EIR TEETH, (2) I r - - - -- GATE Afa C40 t t -- c TRAFFIC LI6HT - SM DETAIL 4 /Aid • , - z X X X 2" 00tWUIT FOR .:. E1.FG. 5ERVIC.E FROM SWITCH �'.. GEAR ROOM AT MAINT. &_D6 I i SLIDING &ATE trf'P. OF 2) _ x1 i 1� -- 2' LtVER6RDLW GONDIAT # � _ -- � • '`. _``-- ' 12O CONDU R REMOTE E C:ONTRlJ!_ F FOR VOICE GfJ44ftGATI0N ! 4 FROM MAINT. ELL>& ! I "! I Y (TYP. OF 2) t 2' GOI�)UiT FOR — _ ' `--- -- 2" CoC* IT FOR DATA MOM MAJNT. 5LD6 I � 1 El CTR'JG PO!^ER TO T16PER $TH 24 ' $QTY (SP C•.ONWT FROM MAINT. BLD6 t { _ - . 2' LOCIERASROUND CZ*VVIT ' O� X FOR ELECTRIC POVER TO N MOTORIZED T>6E!? TEETH (1) I r6ert TEETH 6_UJMINATED bATE AR}•1, CONTROLLER i MMONS 5161 A v PYLON! T RAFF►G LWAIT -SEE DETAIL : i ' I - - - - - - - - - r x ti 41 AI .2 I I r •, 1 ; ; (TYP. of 44 E)GT SEGtJR1T' CAMERA `ICl it - C.@�DAtNT 6(JARD BOOT )+ 1 ! -- - �'° 1 I"T`�1!'- OF 4) (OFGI ` I ° 1 NEh 4 ' N!C K REINFORCED NE." b O♦ A` STEEL BOLA._� Do " 1 5LA8 F ILLr'� SEE ! l ��� 2DETAIL a � 4 :-A: .2 FOR !T . OF Z !. I �,.�►► • - A . LO' S7 Rl`P`4& '!0 BE 4 ' ffDE 23 V"TE REFa;CTl)oE r'A iW 'fir.• rV1RN1�5 /�dtit�N' I MARX -146 ;'TYP OF 2,; � !' ! ,�/� �,,, • 7 �� ;�� i � i Wr - 5001 REC*_ QTY CIF .:. A ,. I O L T *W•t -w 4 0 0 • A 5PL ICE 301. 5rL-OT 5TAWARV T ­7� 5-ML G 17 -7 56 - 2s0-&O 5A6E OR I Ems, A%_ a SE., OA I s r E h• A •/ 1 • 1 16 BLUNK DEMATTEI ASSOCIATES ARCHITECTS AIA 1555 SAYSHORE HWY *300 BI WIL&4GAME - CA - 94010 ■ TEL (654) 692 -9911 FAX (650) 692 - -0101 77/65 REG'cz TDF ARC!•,;T E 'T ^N Y JAW M MATTE TATE OF WASHINGTOIN ® CL REV1510N5 10/21/05 IQ DRS REVI5ION5 6/21/05 NO. REVISION DATE IT IS THE RESPONSIBIUTY OF THE CONTRACTOR TO VERIFY ALL FIELD CONDIPONS AND COMPARE THEM WITH THE CONSTRUCTION DOCUMENTS BEFORE COMMENCING ACTIATIES. ERRORS, OMISSIONS OR ANY OTHER INCONSISTENCIES DISCOVERED SHALL IMMEDIATELY BE REPORTED TO THE ARCHITECT • U z w a D 0 a: >0 ..j W z.j W < Go WX Cc Q CD H MD a: 4c Q W `�� J "0 I loo- Z3 W Q C % Z C ml W W 04 3 1 �. W ✓�! .OF 9/30/04 20457 -04 AlL2 Sr}+EE T i CIF i 4 File: is D04 -0374 35mm Drawing #1 -6 MODEL #D5G80B DELUXE ATTENDANT BOOTH MANUFACTURED FOR: CHINN CONSTRUCTION CENDANT CAR RENTAL BY: B.I.G. ENTERPRISES 9702 E. RUSH ST SOUTH EL MONTE CA 91 733 GENERAL INFO G' x 8'x 7-1 1 " TALL SINGLE STORY 48 SQ FT FOUNDATION: BASIC DESIGN CRITERIA OCCUPANCY GROUP: B CONSTRUCTION CLASSIFICATION: V -N WIND LOAD: 80 MPH EXP B FLOOR LOAD: GO PSF ROOF LIVE/ SNOW LOAD: 25 PSF ROOF DEAD LOAD: 5 PSF SEISMIC ZONE: 4 THE FOUNDATION WORK IS ALL FIELD DESIGNED AND INSTALLED IN ACCORDANCE WITH LOCAL CODES AND SOIL CONDITIONS. FILE COPY hermit Igo. ZI Dft: OD �U City Of Tukvv MWING DIVISION awsm Iva Ch anges droll bO nude to the scoM G7 �V��� "� I'AthOut prl ®r approv o f E �=Ua Building Divisi NOTE: Revisions will require a new plan submittal and may include additional plan review fees. c17Y aF r� ED K wi , A 0 y P ERM1r OCT 202004 . N0 '� jON L � G` �` IN CO Poil I` A LT°�R# EXPIRES Nny B.I.G. ENTERPRISESo THESE PLANS, DRAWINGS, AND /OR CADD FILES ARE THE COPYRIGHTED WORK 'Of B.I.G. ENTERPRISES AND IS A TRADEMARK OF B.I.G. ENTERPRISES. COPYING OR UNAUTHORIZED USE OF THESE DESIGNS OR ITS LIKENESS WILL BE PROSECUTED TO THE MAXIMUM EXTENT PERMITTED UNDER APPLICABLE STATE AND FEDERAL LAW, a B.I.G. ENTERPRISES I ` �88�LL RIGHTS RESERVED r� � & / illllllL�l�_IIII iliiljl ~ ill fll Ill�lj1- -111 111 III ijl 'iII III Ijl I .. jI Ij III Inch 1/16 I r 6 5 9 IIIIIIIIIIIIIIIII JLLLIII 1 IIIILI_ 1 LIfIIIIIIIIIIl Ll IIILIIIIIIIILIILLLI�IIIIIIII (IIIIIIIIIIIiIIIIIII�'IIiIIIIII �IIIIIIIIIIIIIII W W X 0 C U � d' r U � o O 0 ' 0 Z M oQ O W 00 - LLI -j U QU a m 0 cn zJ _0< � W o z zU 0 I- U z p z =w U U 0 M U e ' z W n W w Orrna) W U it = w�z`� i-�O10 W W N I (j C) W m D O O I•- LLI 2 N LL O (.C) I " DRIP ANGLE (ALL 4 SIDES) 8 .. 2 11 0 4'1 " 2 2 11 8 ---� I ..,-3G , j 4 -•i 2 2 2 .. 6 F LEI=T ELEVATION L I SCALE 2" = I ' - O" 78 /r I I /i 9 ///11 L Ax IE6 �Q � .�u ,N Bo"� 11 OCT 2 0 2004 � 3311 2 11 2 11 72 k 21705 FIFO NT ELEVATION SSloN�,G E2 SCALE 7 = F FOORES B.I.G. ENTEKPIZI5E5o THESE PLANS, DRAWINGS, AND /OR CADD PILES ARE THE COPYRIGHTED WORK OF B.I.G. ENTERPRISES AND IS A TRADEMARK OF B.I.G. ENTERPRISES. COPYING OR UNAUTHORIZED USE OP THESE DESIGNS OR ITS LIKENESS WILL BE PROSECUTED TO THE MAXIMUM EXTENT PERMITTED UNDER APPLICABLE STATE AND FEDERAL LAW. m B.I.G. ENTERPRISES 1988 ALL RIGHTS RESERVED �I����IIII 1; Z 6 W� III FIII�IIIIIIIIIIIIIII d' r-- 0 00 r i m O 000 W Q Amin Z J OQ U z LLJ �Q zU O F-- Uz Z Q LLJ z� _z U U 0 M r` U cy ' Z Wti W r- w Q � U� (L W w X010 W W � C ' 4 (� I- W —rn= m j O O 0 I— O Z Q W Q U U) 02'1 f -- W w cM LL U co co w LIDING 3 " TYP. D2 5 2 2 i� 2 0" E2 RIGHT ELEVATION SCALE 2" = I I _ oil DOWN SPOUTS (2 PLCS) 2 "- @ _ P�\JfAR ELEVATION 5CALE 2" _ -O il % I le �� p '0, 01 G� ® ' OCT 2 0 2004 D3 5 PLD T, w q V W AS ��. C. Z 7O 5 EXPIRE NOV " 13-I.G. ENTERPR15E5 o THESE PLANS, DRAWINGS, AND /OR CADD FILES ARE THE COPYRIGHTED WORK OF B.I.G. ENTERPRISES AND IS A TRADEMARK OF B.I.G. ENTERPRISES. COPYING OR UNAUTHORIZED USE OF THESE DESIGNS OR ITS LIKENESS WILL BE PROSECUTED TO THE MAXIMUM EXTENT PERMITTED UNDER APPLICABLE STATE AND FEDERAL LAW. p B.I.G. ENTERPRISES 1988 ALL RIGHTS RESERVED ICI fI . L . I . i .__ II . I IIL fI II I Inch 1 1/18 1I I III I :;2I I r I ,1111:31' +.II.�I,�I�'jI��I�I I�III�III�IiI�I I�III`I I�I+I( r I 61 . w I ' y Y 1..11 M lull {� -. r ti t II IIII�IIII III_��_llll IIIL�IIII�IIII _IIIII�III� LLI i.��LIII�LLLL�.II I�I111�1� IIIII I ..:. E t 1 l Z � wo Il�....11llll 11J1 1�4J1 IIIIII�LLIIIIIII�III111111111111111�11 lllllllllll d' r - 0 w U 60 o ' c� z M O Q O� w o0 W _1 V) >- Q U 0m0(1) Z I _O Q �z �w ry �Q zU O �- Uz z� zr) _z = w U U 0 M r U ' zw� W� vJ rn 0) UJ c� _ a�W q. w �0 W W cfl C14 (j � W -rn= m j O H m 72" D5 5 r 2 2 E2 2 rE 3 3 i I i I i l i j I I I I I oGO" j I ' j j j I 10 i I _.._.._.._.._.._.. _........ ...... _.._.._.._.._..J EI 2 E3 3 A( E 2 E1 SLIDING DOOR F 2] SHELF w _ ANCHOR CLIPS . 4� 3" CORD ACCESS HOLE RECEPTACLES 6� FLUORESCENT FIXTURES 7� LOAD CENTER 00 ADA TURNING CIRCLE 9� DOWN SPOUTS 10 OVERHANG FLOOD PLAN SCALE 2" = I I - 0" E4 2" 3 ,! SO ELECTRICAL 5TU B UP AREA NO SCALE VIIIIl iI .III�II1IIILIIIIl1I1I'2I I�l-- 1IIIIII 1 1I 1T 1 - �11T Inch 1/16 I . 1 .: �I Y x g73t FrY, " .mr 0 s 1 A4Nluhbc�;� z xs u� 1 f 7 ,0L 11 I LI I I LI I I I I I I LI_ I I I I I I LI I I I I I I I LlLl.f 1 1 1111 l LI I L1L1 . J I I I I LLI_I_LI I I I ll 1 1 111 I 11� � I l 1 I LI 11 11111 LlJ (� 1�1 l I I I I l I l.f l) X o a OCT 2 0 2004 , 0 x � 'ONAL EN EXPIRES N B.I.G. ENTERPRISE59 THESE PLANS, DRAWINGS, AND /OR CADD FILES ARE THE COPYRIGHTED WORK OF B.I.G. ENTERPRISES AND IS A TRADEMARK OF B.I.G. ENTERPRISES. COPYING OR UNAUTHORIZED USE OF THESE DESIGNS OR ITS LIKENESS WILL BE PROSECUTED TO THE MAXIMUM EXTENT PERMITTED UNDER APPLICABLE STATE AND FEDERAL LAW. p B.I.G. ENTERPRISES 1988 ALL RIGHTS RESERVED I z J OQ w _ It � y 1 co Lu z W0 I�I V I I I 111.1 I I I I�')1 I I FI I I � I I I I II I I I I I I I I I 0 M h r U ' Z W ch LU � rn rn U aC _ W Z f ow Z Ljg04 w ow" � - 0i _ m j 0 U F U.1 aqo z J OQ w _ It O co Lu �[ 0 M h r U ' Z W ch LU � rn rn U aC _ W Z f ow Z Ljg04 w ow" � - 0i _ m j 0 U F U.1 aqo z J OQ U Lu �[ Cfl U 00 0 F- (s)Q Z O F— Uz � 0 < 000 W w —I Llm0)(o >- Q U 0 M h r U ' Z W ch LU � rn rn U aC _ W Z f ow Z Ljg04 w ow" � - 0i _ m j 0 U F U.1 aqo z J OQ U Lu �[ (s)Q zU O F— Uz z� z� _z = uw U U 0 M h r U ' Z W ch LU � rn rn U aC _ W Z f ow Z Ljg04 w ow" � - 0i _ m j 0 U F U.1 aqo D I ROO SECTION 3 11 = I 1_011 rD 4 4 W 5 rD G W Lo 0 m I GGA ROOF DECK 2" x 2" x .083" 5 ROOF JOIST 1 DRI P ANGLE _ DOWN SPOUTS IT T (2 P LCS) 2" x 2 11 x .083 "�� b- r - HEADER TUBE Q� � � ' FLOURESCENT I GGA CEILING CHANNEL �� -° �- �� U w LIGHT FIXTURE A d' ~ 00 `h' f ' Z Lccj))m J 13/4" SQ. X .OG5 A500 TUBE 2" x 2" x .083 U STIFFENER, MID HEIGHT, TYPICAL ROOF JOIST TUBE FLOOR FRAME NTERIOR WALL co P OST GMAW I 1/8 1 GMAW /8 11/8 GMAW 211 I Gcga PAN GMAW 1 /8 1 /8 TYP I I cga FLOOR 2" x 3" x 1 14" A3G ANGLE Z J 3000 PSI CONCRETE 0 ' BY OTHERS U Z I - I G HEADER W 2" x 3" x .083 HEADER a a I /8 A500 TUBE FRAME a d ° CZ/ GMAW 1 /8 POST a a ' a 1 FLANGE TYP (s) 5/8" HILTI QUIK BOLT, 4" MIN. IMBEDMENT Z U APPLICABLE FLOOR TYPE HARDWARE * INSTALLATION BY OTHERS O �— Uz z Q z D2 PAN WELD DETAIL D3 05T FL FRAME CONNECTION POST /f1EADE _ "-' NO SCALE NO SCALE (D 4 R CONNECTION D J ,-. ANCHOR DETAiIC'CT � ��0 U U NO SCALE NO SCALE 4 ALM AL p ROOF JOIST T. O�� � WA 0 a :r ` GMAW r- /8 GMAW Z W Co I/8 r` '0 "Cl 'F cr-G w � G < MAW I /8 POST STUB U) U 2: - C 6 �U)W _ EXPIRES 004 Z LL! 0 N HEADER I /8 2 PLCS w ST 01) = B.I.G. ENTERPRISES o m F— THESE PLANS, DRAWINGS, AND /OR CADD FILES ARE THE U) COPYRIGHTED WORK OF B.I.G. ENTERPRISES AND IS A TRADEMARK OF B.I.G. ENTERPRISES. COPYING OR UNAUTHORIZED TUBE / JOISTS CONNECTION USE OF THESE DESIGNS OR ITS LIKENESS WILL BE PROSECUTED D TO THE MAXIMUM EXTENT PERMITTED UNDER APPLICABLE STATE NO SCALE AND FEDERAL LAW. o B.I.G. ENTERPRISES 1988 ALL RIGHTS RESERVED p 9m " I II . I . IIII .III 1 - II 111 I -h I I I. �I� Ali ill 1 11 III. III Inch 1/ 16 I 5) I I _� c�f+•�r)''(� v ��»- •ter w.tr ar '^i � •fin ^s�Tf?.t—t�• -7. 7.•• 5 L b £L ZL LL:, �- .. w, clx Ta` t IIIIIIIIIIIIfl11. 11. 1. 11111111 IIIIIIIIILILIIIIIIIIII - �� :ll I I LIILIIIIIL1IIIIIIIIII 1111�1111.11111ILIlIILIIIIIII► III v ILL I I I I I I I 1 I I 1111�'I I I I I I I I I I 1 11111111 I I I 1 I I GENERAL NOTES: F- W W co 0O co I. Frame work to be 2" x 2" x .083" A500 tube. 8. Unit to have two I' x 4' fluorescent light fixtures C) 2. Unit to have half glazed I Gga galvanized steel walls with recessed in steel ceiling and controlled by a single an interior open wall construction. pole wall switch. 3. Unit to have 8" fascia, 3" overhang on all sides and a I Gga 9. Unit to have three duplex outlets mounted under shelf. flat sheet roof drained through rear mount two 1 1 12" PVC 10. Unit to have one 22" steel front shelf with a 3" downspouts. electric access grommet insert. Shelf to be painted 4. Unit to have I I ga A569 steel floor covered with 1/8" thick 0 same color as the booth interior and mounted at 34" CD W X 15" square, black rubber tiles with 4" high black perimeter above finished floor. 11-- cove molding. Floor to be mounted on a 2" steel tube frame. I I . Unit to have four interior anchor clips. Four 5/8" O � Underside of floor to be fully coated with undercoating sealant. 00 z Nilti Quik Bolts with 4" minimum imbedment in 2500 U5 4a. Floor will require a ramp the full width of one door o enin !-- p 9 concrete are required for placement of booth. Concrete with a slope of 1 11 to 1'- 0" to meet ADA handicap access to be level. If sloped, slope towards drain opening O Q s) m r requirments. Ramp to be installed on site. All materials and on booth. Concrete, bolts and mountin shall be b W labor by others. 9 y othe rs. 000 W J 5. Unit to have two B.I.G. interior sliding doors with rigid steel(��' CD .. I— Q rollers, mortise hook type locking hardware, keyed outside 12. All seams and joints to be bonderized with thumb turn mside, and weather stripping. Doors keyed alike. point sealant for full weather seal. m Q (n Doors to each have a steel framed horizontal sliding window 13. All exposed steel surfaces except roof deck to be with a lock. coated with two component high solids polyurethane a� r G. Unit to have %4" Grey tinted tempered safety glass throughout. rust inhibitive primer, and two component high solids 7. Unit to have one 3 wire sing polyurethane finish coat. le phase, 8 pole, 125 amp 120 / 240 volt, load center surface mounted. All electrical Customer to supply approved color prior to any r equipment to be U.L. listed and all wiring to be per current production release. � �.,��� O Q published NEC standards. Exposed wiring to be in surface �� Z mounted EMT conduit. Concealed wiring to be in flexible _ U W aluminum conduit. Final power connection and grounding to be (L/ done on site by others. All work to be done by a qualified F _ C/ electrician in accordance with all applicable local codes. Q Unit to be classified by Underwriters Laboratories to the Z U 2002 National Electrical Code. O I— U z' z z� _z = LU OCT 202004 UU �L O w Of �yq� CI 21705, V EXPIRES 0 2004 D.I.G. ENTERPRISES e IIIIILIILI 1�1 - - .i �I 1�1 111: l�1 - ICI Ili- Ill Fil I l Inch 1/16 �12I - ,U II �' ' 1 r 'wr ?:G� � � t xr �. ytur�4 �! 4 i, • �{ L 6 9. aa.yalS�, IIIIIII�IIIIIIIIL�IIIIIIIII�IIIIIIILI�LIIIIIIII� Lill � 11 I I II I�ILLLIIfI�ILIIIIIII�IIIILIILL�IIILILLLL��I 'lI 5 THESE PLANS, DRAWINGS, AND /OR CADD FILES ARE THE COPYRIGHTED WORK OF B.I.G. ENTERPRISES AND IS A TRADEMARK OF B.I.G. ENTERPRISES. COPYING OR UNAUTHORIZED USE OF THESE DESIGNS OR ITS LIKENESS WILL BE PROSECUTED TO THE MAXIMUM EXTENT PERMITTED UNDER APPLICABLE STATE AND FEDERAL LAW. g B.I.G. ENTERPRISES 1988 ALL RIGHTS RESERVED 6 Z w� I 111'I rl1II11 1i 1111�1111 11111I 0 U ' Z W W� W W °' O' U U U ! -n F- � ~�O(0 W W o J � (� r` W -rn= m 0 U) Lr.)