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Permit B93-0163 - TACO BELL - RESTAURANT
fNa) t3eu. THIS CERTIFICATE UNIFORM' BUILDING WAS IN ''COMPLIANC CONSTRUCTION ` OR/ CERTIFICATE OF OCCUPANCY, CITY. OF TUKWILA' 6300 SOUTHCENTER BOULEVARD, SUITE 100 TUKWILA, WASKT 0N.„,;, 98188. , . `C W 254il'i s % . y,A ti N ' 41 I L" .PUR5r,%1A : T `Rt I,�ZEME T"S. QF 5e 1 , N 307 OF THE CERTr,FYI G "THAT: I SHE �fIMC 0, eI§ALIANC'Ey 'HIS STRUCTURE °ITH�, ,TH vARIO 5 vORbINAWit ` OF THE41,11� I' ,r^, Y,��i�EGtJ.�:ATIt�G BUILDING E ND 44 A PLICARE CITY FIRE•. GODES FOR Tl , FOLLOWING:. jTBALI .,'�.r Per 4 t ,iACO 6350kc�WEST ..VALLEY Y•.,,:.�*° u;,5 :'g5`2304- 9083, - (XQN CORP t R 1T•ION°, �°.bz. , : Occupy CERTIFI, , MUST; BE City of 7likwia (206) 431 -3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 BUILDING PERMIT Permit No: B93 -0163 Type: B -BUILD Category: NCOM Address: 16350 WEST VALLEY HY Location: Parcel #: 252304 -9083 Zoning: Type Const: V -N Gas /Elec: Wetlands: Water: TUKWILA Contractor License No.: COMMESI184MK TENANT TACO BELL , TUKWILA, WA 9818 OWNER EXXON CORPORATION',;:;;, PO BOX 53, HOUSTON TX 77001 ARCHITECT BROWN CONNALLY ROWAN Phone: 206 627 -4367 222 EAST':2E;TH STREET;. TACOMA;' WA 98421; CONTACT WENDY ENDER; ;,; Phone ' 206 627 -4367 222 ,EAST 26TH STREET, :TACOMA, WA 98421 CONTRACTOR COMMER'CIAL'STRUCTURES INC. :Phone: 206 246 -3939 13822 FIRST 'AVENUE SOUTH,' SEATTLE, WA 98168 ** * ** * *k * * * * * * *y * * * * * * ** ** * * **t *,k* fir*• k*** k*`********** * * ** * * * * * *•k * * * *k * * * * ** Permit Des'cripti'on. `° Status: ISSUED Issued: 07/12/1993 Expires: 01/08/1994 Type of Occupancy: RESTAURANT Slopes: N Sewer: TUKWILA ' ,,.. CONSTRUCT ESTAURANT �WI�TH.,.,DRIVE THR Units. O'01� From Buildings': 001 ;; t.;;_..•:t °'- Fire Protection: DETECTORS UBC Edition: 1991 i j , Valuation: 122,054 =i94 tY' \Total Permit Fee: 1.',19250 * * * * * *k�Cf *. .**A:4 <* * * *`* * * ** * * ** *�k•k''k, * * * * * ** kill* * *. * ** * * * * * * * * * * * * * ** * * * *y.** * * * ** SETBACKS Back :' Right: CEW Permit Cep ter Authorized Signature I hereby cer\,tify that is have read and'`examined 4this :permit and khow the same to be ,,tyr�ue and correct. All pr,ovi s i obis of \,,l awf' and ordinances this'\work w1,l l be complied' "with, whether spe,cif'ied herein or not The granting otI is`'p'e..rmit does' not ,presyme to give ,aut'hority'to violate or cancel the p'rrovPl�sions of any other state or Local' laws::,r`;egulating construction or tWyeperformance of ,;workc:, I am authorized fo sign for and obtain this bui ldin'g ";'permit. Signature : — ., 1 Print Name ��uv� J�� , "..., ...,Title � —�.� U� 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 fora period.of 180. days from the last inspection. CITY OF TUKWII Department of CO ,munity Development — Permit Cent ,; 6300 Southcenter Boulevard - #100, Tukwila, WA 98188 (206) 431 -3670 Building Permit Application Tracking PLAN CHECK NUMBER FA3- OR PROJECT NAME SITE ADDRESS 6 5t (..0 ts% ,114 —//� l SUITE NO. INSTRUCTIONS TO STAFF • Contacts with applicants or requests for information should be summarized in writing by staff so that the status of the project may be ascertained at any time. • Plan corrections shall be completed and approved prior to sending to the next department. • Any conditions or requirements for the permit shall be noted in the Sierra system or summarized concisely in the form of a formal letter or memo, which will be attached to the permit. • Please fill out your section of the tracking chart completely. Where information requested is not applicable, so note by using "N /A ", date and initial. DEPARTMENTAL REVIEW "X" in box indicates which departments need to review the project. PARTME BUILDING - initiai review FIRE taPPROV '/3/q3 ROUTED CONSULTANT: Date Sent Sprinklers Detectors ^s:, VED INIT� 261393 La O OTHER YIP JILA WORKS INIT: UTILITY PERMITS REQUIRED? PUBLIC WORKS LETTER DATED: 4)//../ INIT: X BUILDING - final review X. BUILDING OFFICIAL TYPE OF CONSTRUCTION: CERT. OF OCCUPANCY? XYes O No UBC EDITION (year): REVIEW COMPLETED INIT: AMOUNT OWING: CONTACTED . DATE NOTIFIED BY: (init.) BY: (snit.) 2nd NOTIFICATION 3RD NOTIFICATION BY: (init.) 01/00/97 CITY OF TUKWILA Department of Community Development - Building Division 6300 Southcenter Boulevard, Tukwila WA 98188 BUILDULi PERMT APPLICATION (2O6) 431 -3670 PLAN CHECK NUMBER ,ZII•:y:M.IJ7i �i�Y. DESCRIPTION BUILDING PERMIT FEE PLAN CHECK FEE BUILDING SURCHARGE': OTHER: TOTAL AMOUNT RCPT # DATE SITE ADDRESS 1 ALLA.E. 14 WY. SUIT E # 'TR,4NV EE VALUE OF CONSTRUCTION - $ ')rL10 dro. o0 PROJECT NAMEJTENAN -rA6o ,I 0 Addition L) Tenant Improvement 0 Reroof 0 Remodel (residential) ASSESSOR ACCOUNT # 252 0,e1- 100 5 (commercial) Li Demolition (building) 0 Other TYPE OF New Building WORK: 0 Rack Storage DESCRIBE WORK TO BE DONE: cONS11zucr 2110 SE 1254TTUIzANT tq P2NE 1 -- APP PAVKINC1 LbT; GA- PDSCA ipa, 1AT1-I T1' twee, ,MME ST -EST IH Pig v1 ENTS. BUILDING USE (office, warehouse, etc.) Ta 1:sTA0PANT w( p -1v5 1-44-13() NATURE OF BUSINESS: QU1cx. SSav 1GE s-j'-ik U leAjLTT WILL THERE BE A CHANGE IN USE? 0 No C'es If Yes, new building requirements may need to be met. Please explain: SQUARE FOOTAGE - Building: 9_11 8 s Tenant Space: Area of Construction: WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING? O No 0 Yes IF YES, EXPLAIN: PROPERTY OWNER TAW DEL(. cO�F' PHONE fp. _ 2� ci ADDRESS .i."7 lN32 usTP'( rg.,`f'u tt WA . 61'8108 ZI Pen ) elg CONTRACTOR /717,50. PHONE ADDRESS ZIP WA. ST. CONTRACTOR'S LICENSE # EXP. DATE ARCHITECT ce;,".�l� L,_(u) Arc.i-% PHONE �Ol! .�27 _Q,3� --� ADDRESS vi. Li 11.1 ' TAC IA W4 ZIP 8421 1;.:HEREBY :CERTIFY: THAT: I HAVE READ :AND: EXAMINED :THIS; .PLICATION:;AND KN BE TRUE'AND :CORRECT, AND :1 AM AUTHORIZED TO APPLY FOR :THIS ;PERMIT:' DATE 4'2g / 61.3 BUILDING OWNER OR AUTHORIZED AGENT PRINT NAME Z12-'( 'CON 3AL.I•`(r ADDRESS X22 �, 94,./ 7-t-I {~, CONTACT PERSON PHONE 200 -CO -(.1.3 CITY/ZIP..r MA 613421 p`( SM2Eo. ootiuo esoroJAL X 2oWAN PHONEE2Dcg, LQ2 - 3(5? L�! APPLICATION SUBMITTAL In order to ensure that your application is accepted for plan review, please make sure to fill out the application completely and follow the plan submittal checklist on the reverse side of this form. Handouts are available at the Building counter which provide more detailed information on application and plan submittal requirements. Application and plans must be complete in order to be accepted for plan review. VALUATION OF CONSTRUCTION Valuation for new construction and additions are calculated by the Department of Community Development prior to application submittal. Contact the Permit Coordinator at 431 -3670 prior to submitting application. In all cases, a valuation amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Building Division to comply with current fee schedules. BUILDING OWNER / AUTHORIZED AGENT If the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal. EXPIRATION OF PLAN REVIEW Applications for which no permit is issued within 180 days following the date of application shall expire by limitations. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 304(d) of the Uniform Building Code (current edition). No application shall be extended more than once. If you have any questions about our process or plan submittal requirements, please contact the Department of Community Development Building Division at 431 -3670. DATE APPLICATION ACCEPTED _--� f 9'3 DATE APPLICATION EXPIRES COMMERCIAL f:r:W COMMERCIAL BUILDINGS /ADDITIONS, . 1v/f Completed building permit application (one for each structure) 1,,/1 Assossor Account Number OW Two sots (2) of tho following: iyj Specifications t� SUBMITTAL • CHECKLIST F. Structural calculations stamped by a Washington State licensed engineer.., /Soils report stamped by a Washington Topographical survey 'Energy calculations stamped by a Washington State licensed engineer or architect ltf Legal description'AW5 It/ Working drawings, stamped by a Washington State licensed architect, which include: • Silo plan • Architectural drawings :. • Structural drawings • Mechanical drawings • Elevations • Civil drawings • Landscape plan Completed utility permit application:(one for entire project) State licensed engineer (�I Six (6) sets of civil drawings : NOTE: See utility permit application and checklist for specific utility submittal requirements: RACK STORAGE. Completed building permit application Assessor Account, Number::;? Two (2) sets of plans; which include::.. Building floor plan showing:• COMMERCIAL TENANT IMPROVEMENTS I I Completed building permit application (one for each structure or tenant) . Assessor Account Number . Two (2) sets of construction plans, which include ::: :: Site plan • Location of . tenant space Existing and proposed parking. •• Landscape plan (if applicable, i.e., change of use) n overall building plan • Tenant location • Use of adjacent (common wall) tenant • Overall dimensions of building or square footage Floor plan of proposed tenant space • Tenant space plan with use of each room labelled,: • .Exit doors; egress patterns, '. .: • New walls, existing wall, and walls to be demolished, (�l Construction details • Cross sections showing will construction and method of attachment for floor and ceiling. Structural calculations stamped by a Washington Stat .) licensed :;' engineer may be required if structural work is to be. done (2 sets). NOTE: If any utility work is to be done, submit separate utility permit • application and plans. RF_ROOF Completed building permit application (one for each structure) I Assessor Account Number Narrative describing existing root, material being removed, and material being installed.. NOTE: A certification letter is required prior to final inspection and sign: off of the permit. • Entire space where racks will be located • Exit doors ' • Dimensions of all aisles Tenant space floor plan showing rack storage layout; aisles and • NOTE;: include dimensions of racks (height width and length) aisles;: and exit ways on plan,: • I Structural calculations stamped by a Washington State licensed engineer (rack storage 8'. and over), ANTENNA/SATELLITE DISHES Completed building permit application Assessor Account Number Two (2):sets'of plans, which include Site Plan (showing buliding and location of antenna/sateilite: dish RESIDENTIAL Details antenba/satellite dish :and method of. attachmen P1 Structural calculations' stamped by a Washington. State liconse engineer Maybe required::::,..: ,.... NEW SINGLE - FAMILY DWELLINGS /ADDITIONS U Completed building permit application one for each structure RESIDENTIALREMODELS legal description,: Assessor Account Number: Two sets (2) of working drawings which include: Completed building permit application (one: for each .ASsetioeAOcOUni.l■fi:4.int0(i. Two (2) sets of.workf ng drawings, which inclu Site_ plan • Foundation plan' Floor: plan .:Roof. plan Building elova�ons (all views t Building; cross section Structural framing plans ►TE If any utility work Is to be done provide'utill and plansrnust be submitted •:Site plan (On plan show closesthydrant location: Foundation • plan fn cludeacresstobullding;`shorving • Floor plan Width land. lorilth of access. •.• Roof plan: :•,Building;.olevations;;(alt views Building °cross section Structural,framing plans Washington Stale, :.Energy. Code date Completed utility permit application„ Six (6) sots of site plans showing utilities REROOF Completed` building permit application Assessor Account Number '.Narrative;desci•ibf nge?dsting roof;: material: being material being installed: NOTE A certlficatron letter is required prior to /Intl Inspocuon and si oil plc the permit.; .; one for;each: City of 7iikwili (206) 431-3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 SANITARY SIDE SEWER Permit No: PW93 -0113 Status: ISSUED Project: TACO BELL RESTAU Site Address: 16350 WEST VALLEY Parcel No: 252304 -9083 Wetlands: Water: TUKWILA Type of Install: PCOM Number of Units: 000 New SQ FT: 2198 Contractor License No: TENANT TACO BELL OWNER TACO BELL 597 INDUSTR ENGINEER BARGHAUSEN;; 18215.:ND AV CONTACT ENDER;��WEND.,Y 222." E`� 26TH''.ST , TACOMA Issued: 07/12/1993 Approval Letter: 06/14/1993 Expires: 01/08/1994 HY Watercourse: Slopes: N A Sewer: TUKWILA Exist SQ FT: Add SQ FT: `UKWI LA. 98188 KENT `f980.32t' Description 6" SANITARY SIDE SEWER . ,4 *************** t*********** f**** *.•k *. **t' * * * * * * * * * * * * * * * * * * * ** ,fir * *k * * *. * * * * * * * * * * * *•k *** Inspe,ctionF•ee: 20.00 ,,Acct No: 402/342 400 �. Hook' UP,,ree: 150.0b' Acct No 402/388':,102' Special Assessment: .:.00 Acct No 402/388.101 Phone: one: Phone. (206)575 -2139 (206)251 -6222 (206)627-4367 >` TOTAL FEE. 1 TO 00 ' s * *** k******•**********•.*• k: lr*'****:******'**•* �Y** 4**'** ik* ik, k* * * * * * * * * * :.* *. * * * * * *,ik * * * * * ** THE APPLICANT :.HEREBY'ti' ACCEPTS THIS; `PERMIT`.. AND; AGREES TO ABIDE' BY ALL APPLICABLE', SECTIONS.';OF� =THE' CITY 0f tUKWIL•A MUINICIPAL CODE AND AP:P.ROVEDAPLANS. WE ALSO AGREE HAT THE CITY' OF2TUKWI;L'A. SHALL ,,BE HELD HARMLESS FROM; ALLiy OR ANY CLAIMS ARISING 'AS A RESULT OE THIS PROJECT PERMI,TS., WHICH HAVE ; L•APSED `BEYOND THE PERMIT�,E�XPRAT�ION DATE SHALL REQUIRE,•REAPPLTCATION AND RE- ISSUANCE` OF THE PERMIT THRbUGH `;.THE CITY OF TUKWILA AT AN• }ADD.ITIONAL FEE. APPLICANT MUST NOTIFY THE WORK AT LEAST :24-"HOURS IN Signature: CITY INSPECTOR OF COMMENCE(NENT & 'COMPLETION OF ADVANCE. FORANCINSPECTION; CALL 433 - 017,9:'` Date:' : 1 Company: 33r i2 A V24161.2 * y FgL C ********************;**************************** * * * * * * * * * * *• * **� * * * * * * * * * * * **** APPROVED FOR ISSUANC•; =BY: JAP Issued By: ;' . >�'? ' .r'.__ 1 I ®,► /, Authorized Permit:` Center ,S i gnature;:;r' YDat e ******• k*******• k************ * * * * *.4*th�IrilrSktk.* *.ik* * * * * * * *'k * * * * * * * * * * * * * * **•k 1 hereby certify that the permit h'older'`whose name and address appears on this record has satisfactorily met the standards and conditions for side . sewer construction. Final Inspection Approved: Inspector Signature Date. (206) 431 -3690 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 Permit No: Status: Project Name: Site Address: Location: Parcel #: TEMPORARY WATER METER PERMIT PW93 -0162 ISSUED TACO BELL 16350 WEST VALLEY HY 16350 W VALLEY HWY 252304 -9083 Type: COM No of Units: 000 Contractor License No: TENANT OWNER CONTRACTOR Wetlands: Slopes: Square Feet: COMMESI184M1 TACO BELL 16350 W VALLEY HWY, TUK WA TACO BELL PO BOX 53, TUK. WA COMMERCIAL STRUCTURES N Issued: 08/11/1993 Approval Letter: 06/14/1993 Expires: 10 /10/1993 Water Course: Water Dist: TUKWILA Sewer Dist: TUKWILA Phone: (206)575 -2539 Phone: INC. Phone: fH SEATTLE ."..Wk,'98168 (206)575 -2539 206 246 -3939 13822 FIRST AVENUE SOU,.. , ,;...... ************* k********** * * * * * *4** * *:*;k.. *ilr * * * * *` * ** *. * * * *' * * * * * * * * * * ** * * * * * * * *k * * * * ** Additional Description: 2 -1/2" TEMPORARY: WATER METER'" Water Meter Size: ,5250 Work Order # :; =;: 5110D Water Meter Work Order'f, Water Meter Size;: .00 Work Orden#: Quantity: 1,; ` Type.:: TEMP uantity: 'Type: Quantity: Type: FEES: 100.00 sAccount Number: 401'/386.510 ***************'*:***,**;******'************************** * *** **i * * * * * *•k * * 0** * ** * * * * ** On the signing :.of' this application , ;1 ' understand and agree to the fallowing conditions :.'& agree to pay the •depos,lt charge and the balance of the cost when billed? (overpayment will be refunded) 1. Temporary meters are to be ;u sed,' for only' one project at a time an& . returned to the Public' Works Maintenance, Shops-at 600 Mink`ler Boul`evard (433 1860)..,w,ithin 24 hours after •the:,• "per'manent ;meter is t,instal led,or on /or,'pri or to the expexpiration , date of th i s - permi t, whichever is sooner. 2. If teip,loraryp meter needs,to be;m'oved`'• from, one hydrant to another a':t the project, site:';, v; a. The`Yuser must possess 'a' hydrant's +wrench ..The °,use of, a pipe wrench will= res,lilt in the user purchasing a new hydrant operating n6t and /or revgeation of this permit. b. The" Tukwi l;a, "Water Department must be noti,f ied;' in. advance o.f : the move to allow coordination with the /Fire D,eparGtr»ent. 3, I•F temporary meter is' "damaged, user'wil'1..Ypay, time ;and materia said meter':`. 4. If temporarymeter r is lost,. or stolen, user will pay the replacement cost of meter. THE APPLICANT MUST'\NOTIFY THE CIT,•Y: INSPECTOR; OF COMMENCEMENT' AND COMPLETION OF WORK AT LEAST 24`HQUR5 IADVAr CE Fr tFOR;`A'N INSPECTION CALL 433 -0179. o repair Signature /I!f/JA'_ f. . :wDate. Title: �^c�� . .5«.,, _ company * ** * * * ** * ** * * * * * * *-******** *** * * * ** ** * * *** * * * * * * * * * *** * * ** *fir * * ** * * * * * *** * ** *fir * ** g 11- g �. APPROVED FOR SUANCE BYE„ A Issued By:_ Authorized Permit Cen ** * * * *"x * * * * * * * * * * * * * * ** * * * * * * *** r Signature ************** * * * * * * * * ** * * * * * * * * * * * * * * * * * * * ** Date: I hereby certify that the permit holder whose name and address appears on this record has satisfactorily met the standards and conditions for the project approved herein. Final Inspection Approved: Inspector Signature Date: City o 7Yskwil� (206) 431-3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 WATER METER PERMIT Permit No: Status: Project Name: Site Address: Location: Parcel #: 252304 -9083 Wetlands: Water Course: Water Dist: TUKWILA Sewer Dist: TUKWILA Type: COM No of Units: 000 Contractor License Number: , TENANT TACO BELL OWNER TACO BELL 597 INDUSTRY, TUKWILA 98188 ENGINEER BARGHAUSEN 18215 72ND AV S, KENT 98032 CONTACT ENDER WENDY 222 E 26TH ST, TACOMA 98421 �l•******************** * * * **.** ** * * * * * * ** * * *. * * * * * * * ** k *** *. * **** *** * * * * * * * * *•k** Additional Description :' Developer Construction Cost: 210,000.00 1" DEDUCT METER FOR LANDSCAPE IRRIGATION INFORMATION: Water"Meter`Size: 1.00- Quantity: 1 ,Work Order #: .00', :fib 0 .00; .00 00 • 00 * * * * * * * * * ** ************..****'***********`*.* �**'**'***'*** * * * * * * * * * * * *' * *. * * * ** * * * * * ** ** I understand that-the Charge f'or the meter installation portion of the'' water meter /serv,ice ,`installation is abased on the actual cost of ;materials plus labor including 17% overhead./ I agree 'to', pay the ;installation fee :',(deposit) on the signing of 'this application and '.the' bal;ance. of the cost when billed (overpayment`: w�i ll be refunded`) .` Further;:,`I agree ...to.•pay the regular connection'.•char..ge,` adininistrative plan check -fee, inspection fee and turn -on fee as part.';;:Of this ,,app l i cat i on . I further u'nderstand that the, water service piping from the-public main to the water? meter ;box and shut -off valve (corp stop) shall be;.,constructed at my sole expense: THE APPLICANT;`; MUST NOTIFY THE CITY INSPECTOR OF COMMENCEMENT AND, COMPLETION OF WORK AT LEAST 24 HOURS IN ADVANCE. FOR AN INSPECTION 433 -0179. Signature ,J „ Title: ( � c ompany i5 __:411�_,�1 a` e __ -tLU�- _ ************************` Ir.*-**,*.*.,**********'***.***•****** ** *'** *' * * * * * * * * * * * * * * * * * * * ** PW93 -0115 ISSUED TACO BELL RESTAU 16350 WEST VALLEY HY Issued: 07/12/1993 Approval Letter: 06/14/1993 Expires: 09/10/1993 Slopes:N Square Feet: 2198 Phone: (206)575 -2139 Phone: (206)251 -6222 Phone: (206)627 -4367 FEES: Regular Connection: Install ;p'eposit: P l an> Check : Ins;pect,i on Turn' On-Fee: Special Connec t Fee =0t h e r ;,Fees: TOTAL FEES: Type: : DED Acct No: 102 Acct No: 401/386.520 Acct No: 000/345.830 Acct No: 401/342.400 Acct ..No : 401/343.405 Acct No: ` 401/388101 t APPROVED FOR ISSUANCE: JAP,` Issued. By: Authorized Permit Center Signature Date ************************************************ * * * * * * * * * * * * * * * * * * * ** * * * * * * * * ** I hereby certify that the permit holder whose name and address appears on this record has satisfactorily met the standards and conditions for the project approved herein. Final Inspection Approved By: Inspector Signature Date (206) 431-3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 WATER METER PERMIT Permit No: PW93 -0116 Status: ISSUED Project Name: TACO BELL RESTAU Site Address: 16350 WEST VALLEY HY Location: Parcel #: 252304 -9083 Wetlands: Water Course: Water Dist: TUKWILA Sewer Dist: TUKWILA Type: COM No of Units: 000 Contractor License Number: FENANT TACO BELL )WNER TACO BELL 597 INDUSTRY, TUKWILA 98188 ENGINEER BARGHAUSEN 18215 72ND AV S, KENT 98032 :ONTACT ENDER WENDY 222 E 26TH ST, TACOMA .'98421' *** k***** k******** * * * *k* ** * * * * * *** ** * * * * * * *k * * ** ** * * * * * * * * *k * * * * * * * * * * * * ** Additional Description:. • Developer °Construction Cost: 210,000.00 1.5" DOMESTIC WATER METER Issued: 07/12/1993 Approval Letter: 06/14/1993 Expires: 09/10/1993 Slopes:N Square Feet: 2198 Phone: (206)575 -2139 Phone: (206)251 -6222 Phone: (206)627 -4367 METER INFORMATION::, Water... Meter Size: 1.50' ._ Quantity: 1 Work Order #: 5106B. Type PERM FEES: Regular Conn;ection::.. Install Deposit: Plan ,' C h'e c k: Incspecti,on: Tura' On . Fee: Special Connect Fee: ;Other :Fees: TOTAL FEES: 225.00., 350.,00 .1`0`.'00 15.00. OOt 625'00 ***** k** k* �r.* k * * * * * * * *-* * ** ** * *.k * *'; * *'1k* * kk***.***'"**'***0* * * * * * * * ** * * * * *:kk * *;k * * * *k ** I understand that the charge -for, Eche meter insta l l at i on portion 'of the', water meter %service insta'l lation` ,is'".basedon the actual cost of .materials plus labor including .'17% 'overhead.,/ I agree:..to •.pay..,the installation fee (dep`osit) on the s i On 1 ng of th"i s app-1 i cat,i.,on and ° the ba l ane.e ..of the cost when b.i 1 l ed (overpayme)* will be `refunded) . Further, I agree ...to, _pay the regular connection charge, administrative plan check *, fee, inspection fee and `turn -on fee as partof 'thiis <appllcation.I further understand, that the,. water:s,ervice piping from ;.the publ lc 'main to the water meter'bo,x.. and shut -:"off val,ve (corp stop) shall 'be'!,cohstruct'ed at my sole axpensey: ,Acct No: 401/388.102 Acct No: Acct No 000/345.830 Acct No 401/342.400 Acct No: 401/343.405 Acct No: 401/388.101 THE APPLICANT MUST NOTIFY THE CITY INSPECTOR OF COMMENCEMENT AND COMPLETION OF WORK AT LEAST, 24 ,HOURS IN >ADVANCE. FOR AN INSPECTION CALL .433 -0179. Signature' Company: !� ��lcl2pjtOJjij 1dWI1 0 - 7 . ******** k**** k** k****** ** *k* ** *k *. * * *" *. * * *k ** APPROVED FOR ISSUANCE: JAI:),: Ottoz9'-' —I— ci3 Authorized Permit Center Signature Date ** k********************************************* * * * * * * * * * **k * * * * * * * * * * * * * * *k * ** I hereby certify that the permit holder whose name and address appears on this record has satisfactorily met the standards and conditions for the . project approved herein. Issued By: *; * * * * * * * * * * * * * * * * * * * ** ** Final Inspection Approved By: Inspector Signature Date (206) 431 -3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 WATER METER PERMIT Permit No: PW93 -0117 Status: ISSUED Project Name: TACO BELL RESTAU Site Address: 16350 WEST VALLEY HY Location: IN PROPOSED DRIVEWAY AREA Parcel #: 252304 -9083 Wetlands: Water Course: Slopes:N Water Dist: TUKWILA Sewer Dist: TUKWILA Type: COM No of Units: 000 Square Feet: 2198 Contractor License Number: TENANT TACO BELL OWNER TACO BELL Phone: (206)575 -2139 597 INDUSTRY, TUKWILA 98188 ENGINEER BARGHAUSEN Phone: (206)251 -6222 18215 72ND AV S, KENT 98032 CONTACT ENDER WENDY 222 E 26TH ST, TACOMA '98421 **********************• k**,*,.***********• k******* * * * *** * * *** * ** ** * * ** * *** * *•k ** Additional Description: Developer'•`Construction Cost: 210,000.00 ABANDON EXISTING DOMESTIC SERVICE LINE METER INFORMATION • Water •; Meter 'Size. 1.50 Quantity`: : 1 Work Order #: ; Type: '`PERM Issued: 07/12/1993 Approval Letter: 06/14/1993 Expires: 09 /10/1993 (206)627 -4367 FEES: Regular Conn;ec.tion?:, .00' Install De`posit =.OQ Plan Check: 10 00 Inspection: 5.00 Turn'' On Fee . . 00 z.. Special Connect Fee :.: .,..00 ;" .O,ther' Fees .00 TOTAL FEES: 25'00 > 3 ' Y,1 * * * ** * * * ** •k ** * * *•k * * * *-J **************:********,*** ** * * * * ** * * * * * * * * * ** * * * * * * * * ** I understand that, the 'charge for the meter,instailation portion of the water meter/service Installation is based ,on''.the `actual cost of materials plus labor including '17% overhead. I agree ,to'•.pay the installation fee .(dep'osi t) on the signing of this application and the'balance.of the cost when billed (overpayment will be 'refunded) . ' Further;, I agree to Ray thee; regular connection'. charge, administrative plan check '. fee, inspection fee ''and 'turn -on fee as part, of this application.I further u'nderstand that the watei service piping fromvthe public •main to the water` meter ;box and shut -off valve (corp stop) shall 'beconstructed at my sole expense: Acct No 401/388.102 Acct No: 401/386.520 Acct No ,000/34.5.830 Acct, No: 401/342. 400 Acct ,No: ' .4.01 /34.3.405 Acct Noi 401/388.101 THE APPLICANT;.: MUST NOTIFY 'THE CITY INSPECTOR' -OF COMMENCEMENT AND COMPLETION OF WORK AT LEAST ;` HOURS IN; ADVANCE. FOR AN INSPECTION CALL 433-0179. ,1 .1 Signature: � •�� `.� Ti t 1 e �,�•'C;�;�,��" gia Company:151R_w_d 1j4044.w gp► 1- IJ__ "f 4ate _' !L . *******• k***** * * * * * * * * * * * *** * * * * * * * * * * *k. * *.. * * * * *�Nk., ' *, *** * * * * * * * * * * * * * * * * * * *k APPROVED FOR ISSUANCE: 'JAP,' Issued By: Authorized Permit Center Signature Date **************************************.********** * * *•k * * * * * * * * * * * * * * * * * * * * * * * *•k k* I hereby certify that the permit holder whose name and address appears on this record has satisfactorily met the standards and conditions for the project approved herein. Final Inspection Approved By: Inspector Signature Date Address: 16350 WEST VALLEY HY Permit No.: PW93 -0117 Tenant: TACO BELL Status: ISSUED Type: PW -WM Applied: 05/07/1993 Parcel # 252304 -9083 Issued: 07/12/1993 • k*•k•k**** * * * *** *•k *** * *** *•k** kit******** 4**** yk •k•kil`k•k•k***,** *k*** * * *•k* * * * * * ***** Permit Condit.ions:. .1.. CAP THE ABANDONED WATER,. -"• SERVICE ,TLINE,IATrRIE„MAIN Q'' ' , (¢ t: r f �. t�rr•ST¢r" �i:•t • •.e.' • ..ot•z4 )`..........." : 44 1 'I h • \ }F j Q .rl �,:�v,, ;5 ti 6 '' w. , w'� . ` r "r i�'4..� I F • d r,» t tt % ' �� & i • A Ott" 4r r "" t k, Z; TO: FROM DATE: City of Tukwila Department of Public Works M E M O R A N D U M John W. Rants, Mayor NOTIFICATION OF UTILITY PERMIT ACTION PERMIT CENTER PUBLIC WORKS ENGINEERING DIVISIO JUNE 14, 1993 Ross A. Earnst, P. E., Director SUBJECT: UTILITY PERMIT AVAILABILITY /REQUIREMENTS Taco Bell Restaurant 16350 West Valley Highway Project No. PRE92 -025 Activity Nos. PW93 -0109 thru 0117 Contact Person: Wendy Ender Telephone No.: (206) 627 -4367 THE FOLLOWING PUBLIC WORKS PERMITS ARE AVAILABLE FOR ISSUANCE IN ACCORDANCE WITH THE PLANS APPROVED ON JUNE 14, 1993: Curb Cut /Access /Sidewalk Hauling Land Altering Landscape Irrigation Sanitary Side Sewer (new, 6 ") Storm Drainage Water Meter (deduct, 1 ") Water Meter (permanent, 1 -1/2 ") Water Meter (service abandonment) TOTAL Permit fee 25.00 25.00 rA/cee/ Tforde,deace, 174.00 P, 'TGr tum cac ip g 25.00 ptiat TD pe s+er /rte ' 170.00 �/� 25.00 ►Sac�lu.efiuh'(I The p s 8144 7- no fee I2TXv Ati..4-e us , No ' 1Detpt^rxq�5 625.00 '0101 - O ei 44V, 25.00 $1,094.00 Two. copies of the confirmed Utility Permit Application Form and approved plans have been inserted in the permit files. Attached, are METRO Business Declaration and Non - Residential Sewer Use Certification forms which the applicant needs to complete and submit to METRO. JP /cd Attachments a/s cf: METRO Finance Department (w /copy of application) City Utilities Inspector (w /copy of plan /application) Development file (w /copy of plan /application) cd.d25.tacobell.upa 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 • Phone: (206) 433-0179 • Fax (206) 431-3665 City of 747414 App!'.. )n # R Eqg Central Permit System- Engineering Division ,°`✓9.� -4/a? er Blvd, Suite #100, Tukwila, WA 98188 yyu ,41,,'93- ow Phone: (206) 433 -0179 MAY -71993 UTILITY PERMIT APPLICATION PROJECT <> < EI& : 7 VA-LL. INFORMA 'ION > Name of Project: �'("{�C,p SELL, Property Owner: '{ /(,p 15a LA.-- Street Address: 761? I N t7U,T rU YA,U 11-A Engineer: 13At2Z-i- j 4ALS U,)1/4(. = e3Tg4 Pt=- Phone No.: 2O(1 — S7 '- 2139 Cit /State/Zip: CI $ j Phone No.: 2D&' - 251 Lo _22 Street Address: "S (2,1 .5 Contractor: 1717 z_ Street Address: k) e (/l) ity /State/Zip: (3 $O Phone No.: City /State/Zip: King Cty Assessor Acct #: e0 30 EQU.EST Contractor's License #: Exp. Date: ❑Channelization /Striping /Signing Curb Cut/Access /Sidewalk D Fire Loop /Hydr. (main to vault) — No.: ❑ Flood Zone Control 7 Hauling I' Land Altering 2 03.3 O. sus b lia° Landscape Irrigation ❑ Moving an Oversized Load Est. start/end tirnes: Date: RI/ Sanitary Side Sewer — No.: ❑ Sewer Main Extension ❑ Private 1'Storm Drainage Sizes: 0 Street Use ❑ Water Main Extension ❑Private ❑ Public I' Water Meter / Exempt: — No.: . L Sizes•_ Deduct ii2r Water Only ❑ ii Water Meter / Permanent — No • L_ Sizes* be2. ❑ Water Meter/ Temporary:— No.: Estimated quantity: Schedule* / -6" 'Other: 4,/.74..• i'lc .- .ief.,.)44.2.7d. ❑ Public cubic yards `2.2332;9 :WATER<;METEI DEPOSITI:': .REFUND /BILLI M O N TH SERVICE' >s <_' <81LL1tJGS >'f(? Name: Phone No.: Street Address: Name: Street Address: City /State /Zip: Phone No.: City /State/Zip: ❑ Water ❑ Sewer ❑ Metro DESCRIPTION <:OF:;PROJE ❑ Multiple - Family Dwelling No. of Units: C✓ Commercial/Industrial OsnMrs ':MISCELLANEOUS;;' IN.FORMATI ❑ Standby ❑ Single- Family Residential ❑ Hotel ❑ Duplex ❑ Apartments ❑ Motel ❑ Triplex ❑ Condominiums ❑ Office ❑ Warehouse ❑ Church ❑ School /College /University ❑ Retail ❑ Manufacturing ❑Hospital C'O ther: " AUZA -IJ New Building ❑ Remodel/ Square footage of original building space: Square Addition Footage: 298 Square footage of additional building space: King County Assessor's valuation of existing structures: $ Valuation of work to be done: $ ,2 /e dov. eo ❑ Other: I.MHtESy GEH/iF.Y TNATI:HAVE;'READ,I 1S APPLICATION ANDKN.O.W .7HE °; SAME TOBE 71:RUg i4:ND;:CORREt;T Applicant /Authorized Agent Signature: Contact Person (pit name): I,t) L)t"(. to p Print Name: Rciz ialLy Address: 222 t. 9.1.tri -I �-1'; Date: t", 1/,q.- Phone: 2.00 - Lp 27-- 02(07 _ f Ci `t M t, Pon e: 2D&- (0�% Date Application Expires: ‘l-- - q Date Application Accepted: 04/22/92 City of Tut vila Central Permit System – Engineering Division 6300 Southcenter Blvd., Suite #100, Tukwila, WA 98188 Phone: (206) 433 -0179 UTILITY PERMIT APPLICATION JFORMA"TIOI Site Address: /6 35z" Name of Project: T&.. c.c. ( Jc. Ile, • Property Owner: ?ctc -, x' // Street Address: 97 sy r, Engineer: Street Address: Contractor: (C »1 et"C 1 c . / Street Address: 3 ; 22 2 ' Phone No.: Cit / State/Zip: Phone No.: City / State/Zip: Phone No.: City /State /Zip: 5-75-- 2 _53)P u '1 r //c /G ic/6-393 King Cty Assessor Acct #: 2 $ 2. 3c 7c,3 Contractor's License #: r • TER: >....:... ...... :... EP.OS,ITI: EFUND /BILLI IONTH SERVICE BILLINGS'TO D Channelization /Striping /Signing O Curb Cut/Access /Sidewalk ❑ Fire Loop /Hydr. (main to vault) - No.: — Sizes: ❑ Flood Zone Control ❑ Hauling D Land Altering cubic yards D Landscape Irrigation ❑ Moving an Oversized Load Est, start/end times' Date: ❑ Sanitary Side Sewer - No.: yam,/Exp. Date: ❑ Sewer Main Extension ❑ Private ❑ Public ❑ Storm Drainage ❑ Street Use ❑ Water Main Extension ❑Private ❑ Public ❑ Water Meter / Exempt:- No :.— Sizes' Deduct ❑ Water Only ❑ D Water Meter / Permanent - No • _ Sizes• ,, Q'. Water Meter / Temporary: - No.: L Sizes' Estimated quaff y: 5-60 6/5)-1 /U,\5- Schedule: - //4." — /0///fir- O Other: ❑ Water Name:, /,.t M S/76(��.c.f -exec Phone No.: Street Address: n S) City / State/Zip: Phone No.: City /State/Zip: Name: Street Address: ❑ Sewer ❑ Metro DESCRIPTION OF; ;PROJEC ❑ Standby ❑ Single - Family Residential ❑ Multiple - Family Dwelling ❑ Hotel No. of Units: ❑ Motel ❑ CommerciaVIndustrial ❑ Office ❑ Retail ❑ Duplex ❑ Triplex ❑ Warehouse ❑ Manufacturing ❑ Apartments ❑ Condominiums ❑ Other: ❑ Church ❑ Hospital ❑ School /College /Universit ❑ Other: MISCELLANEO '> INFORMAT.IC New Building Square Footage: King County Assessor's valuation of existing structures: $ ❑ Remodel/ Addition Square footage of original building space: Square footage of additional building space: Valuation of work to be done: $ 1.V✓THE HEREBY lCERT!FY THAT 1 'EREAD7 APP,. LICATION:'AND` CORRECT: <`: Applicant /Authorized Agent Signature: '�l�l ( , (� ----�1 Lt` -- ' .J P Contact Person (print name): nl� \ �t Address: • - T- d I • ,� .1 I ►-N Print Name: c€ Date: i1 -9 3 Phone: 'Zc((o -.151 � 3 ' CITY of TUKWILA $_ j1 -G�' `, s Date Application Expires: -- Phone: 0.- it _p�c� ci Date Application Accepted: 04/22/92 PERMIT CENTER City of Tukwila Department of Public Works tr.:;v2, ctt,- 61,C. John W. Rants, Mayor MEMORANDUM NOTIFICATION OF UTILITY PERMIT ACTION TO: Permit Center FROM: Public Works Engineering Division DATE: August 12, 1993 SUBJECT: UTILITY PERMIT AVAILABILITY /REQUIREMENTS Taco Bell 16350 West Valley Highway Activity No. PW93 -0162 Contact Person: Mike Motland Telephone No.: (206) 246 -3939 Ross A. Earnst, P. 'E., Director THE :FOLLOWING PUBLIC WORKS PERMIT IS AVAILABLE ISSUANCE. IN .ACCORDANCE WITH THE PLAN APPROVED ON JUNE 14, 1993:. Permit Fee Water Meter (Temporary) 2.5" $100.00 Two copies of the confirmed Utility Permit Application Form and approved plans have been inserted in the permit file. , GV:ad cf: City Utilities Inspector (w /copy of plan/application) Development File (10:47) 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: (206) 433 -0179 • Fax: (206) 431 -3665 rrrowV , ° emfret4V.W ' ' r r "" {' if ? `t ;y y'1? rorfel•i a,+ nY•sx►1 -• . 3 -7.0i ***** * * ** * * * * * ** * * * * * * * * * *k.k * *.k * ** ** * * * * * *•k * *k * * * * * * ** *k* CITY OF TUKWILA,. WA TRANSMIT * **til * * * * * *. *' * * ** *yl * *rM * * * **4,* ** ** * *,i*** irk * * ***** ***4* *4(** *•k k ** TRANSMIT ; Number 93001.088 :Amount: '100.0.0`. 08/11/93 14.27 Permit. :'.No: _ PWS3•0162 Type. PW-NM ': WATER METER 'ittiititlt Parcel 'No: '252304-9003 '. $ ite ,Addree,s: 16350 ,• WEST VALLEY HY ; LoCa.ti'on:.•:16350 W - VALLEY HWY Payment Method:' CHICK. Notation: COMMERCIAL `STRUC '' Init :' OL,M •n * * * * * * ** * * ** * * * * *iv ** qtr** A** k******* 4,** ** * ** ** * ** * * * * * * *•h ** ** *** *. Account Code Description Paid 401 /386510 WATER TEMPORARY METER 100.00 Total (This' payment): 100.00 Syj GENERA 100.00 TOTAL 100.00 CHECK 100.00 CHANGE; 0.00 3417A000 14119 '.*****:*******'****.**,* * *k* * *: * * *.. * ** *,o*•.k * * *. *. * ** * * *,k * * ** * ** :* * *. * * * * * *** . C:ITY,�'�OF :TUK"WILA, :•W0 :,T.RFl NSA IT ** kk,********.*'**** 4* k4k***. kk***.****** r****** .t'*, * * *; * *,4' * ** * * *: *, * *.** *k4 • • 1 R$)NSMIT'Number a .9300.0578 -,- Amount: : ' 46E1 00 05/07/ j'1(4. .0 "9: Permit' :No: ; 095- 016.3' : ..T.ypec;.` :B BliILD `. 0VILDING. PE.RtIIT .. ;: PEtoner►.t.. Method: N6. :; No►t tiara:. :,B.RO,WH :C(3NNALLY Iri.i.t: SLB ii* **.***'** k*** ii******** * * *. * * *' * *. * **' *. ** * *'s*' ** * *h. r * *k * ** * ** **'fir. *.k. * * *'k. pproccnt -Code Ii.ee ri ian: Hei`�1 00• ... .8;3p;, PL0 N :CHECK- - ..:N0NRE5.. ,468 ".`0.0.;.. 'T6ta1 tTii ...,Payment): :.468.00 GENERA • 468.00 TOTAL 468.00 CHECK 460.00.. CHANGE 0.00: 0491A000 15.08. GENERA CITY OE i*LIKWitA, ,HA TRANSM 720..00 IT GENERA 4.50 44**A4444.41.4*4.*******k******************.*****.**********4!1!,*..A..,,: GENEF,A tRANSKIT . NufflOer :N130.0.0893 :-Amount: 724.50' Q7(12191: i16 : GENERA 15.00 No 1393-0163 Type. ;13;.-BUILD BUILDING PERMIT. : :• GENERA, .„. 1,10.00 Parcel: No -252304.-90E13 : -.GENERA .15.60 S tfe,,Aatire*4: • 13330 WEST :VALLE • , GENERA .• .144.00. PaY,titenC Method: CHECK ,Notati Tpcp. BELL.- • GENERA 30.00' • Account GENERA Code ' . DesCriptian, • Pa i GENERA' ;15.00 : GENERA' 20.00 4.0 ' • GENERA' GENERA 10.00 GENERA ;45.00 :GENERA GENERA • 225.00 GENERA 350,; 00 000/322.100 ;BUILDING -NONREG 000/086.•904;, . STATE BUILDING SURCHARGE Total (Thit$ Payment); Total Fees: 1092.50' .Total All Payments: 11192.50 Balance.: 00 ....... . .. CITY OF TUKWILA Address: 16350 WEST VALLEY HY Permit No: B93 -0163 Tenant: TACO BELL Status: ISSUED Type: B -BUILD Applied: 05/07/1993 Parcel #: 252304 -9083 Issued: 07/12/1993 *k** * * * *•k *** **h ** * *** Mfr ** * ** * ** * *k•k• ***** * * *** **** ** *•k*** * * *•k * *** * *•k* ** *k * Permit Conditions: 1. MITIGATION MEASURE PER L92-0091 APPLrY' .MDNS . ENCLOSED IN 893 -0163 FILE. 2. GENERAL CONDITIONS ADDRESS OIL - WATER, SEPARATORS, <• REPLACEMENT OF :D AI) VEGETATION IF IMPACTED ty,WITHIN:;S':;; >YEARS; TRAFFIC MITIGAt'��• N - EEES `DUE ; PRIOR T0_ ISSUANCE OF' 3. SIGN PERMITS.;;.REQ 'RED UNDER SEPARATE ACTION. ;i �'' 4. THE DEVELOPER` SFf LL COMPLETE,THE-FOLLOWING PRIOR '`TO C OF: >0: 1. THE NEW ,'SIDEWALK ON PRIVATE PRQPERTY SHALL BE' TURNED OVER TO THE'CITYWITH APPROPRIATE EASEMENT DOCUMENTATION 2. ANkON -SITE SEWER AND :WATER MAINS,' SHALL ALSO_BE''"TURNED OVER; =TO,'THE CITY WITH?APPROPRIATE 'EASEMENT DOCUMENTATION,, 3. PAVEMENT `MARKING ON; :STRANDER, BOULEVARD SHALL BE' COMPLETED. IIN;T ACCORDANCE WITH •A, CITY FURNISHED PLAN. 5 . No changes W i l l ^' be made to the p l an•s: Fun l ess approved by ,the Ar chAtect =R.ari'd the Tukwila BuFi'l'ding D.:ivisrion. ,';,' 6. Plumbring permit spell be, cbtiiained,hrou h the Seattle King' Count Departrent,of 'Publ ic eal1th P)ubing will be, ins},pected— y that agency , ,lnc'�ludin`g alil..gas)piping (29.0472Z),;' ; ;.,i,- 4 7. Ele# icO permitzkshal%1 .be' ob�"ta,,ned.through` the Washington ys, Sta Division, of Labor,and Ind strle's, ,.aid._all e lectrca workwi) be inspected by that age'ncy., (248 6657) . "1,„ All nechani'c;al work shall be under s`ep,arat.e, permit throug=h the Chitty of: Tuk i1 la . , r,, , i t f 9. All perrAmits, tinspection records, land ap'proved4 plans dial,,, mainta, need availab;l,e at the job ,site. priir;to• >the start o any construction. 'These documents areP.�,ta,.be. 'ma'intained availab'I,e u`nti1, f1nal' �i,pnspection approval is,.gran�ted�. 10. When specaia51 insp,ection °�'1sn required either' the owner, architect`engineer shall "'notify:;.the 'Tukwila Buil`dinc Division of'° app.pintment of the inspection agencies pr;ior to the first bui' -l. Ag inspection. "` copies )of all speci';at ;l,; inspection repom s_«F;jshall be ,siibmitftedr to the Bu;i1ding Division in a timeLly rit;anner Reports thal,),a; coma In address, project name, permit °lnumber' anti . te. nzsp'ection being performed. 11. The special inspector shall submiypt�a final signed report stating whether the work requiring special inspection was, to the best of the inspectors knowledge, in conformance with approved plans and specifications and the applicable work- manship provisions of the UBC. 12. All structural welding shall be done by W.A.B.O. certified welder and special inspected (Sec. 306 (a) 5 UBC). 13. Bolts installed in concrete shall be special inspected (Sec. 306 (a) 2 UBC). 14. Any new ceiling grid and light fixture installation is required to meet lateral bracing requirements for Seismic Zone 3. 15. Partition walls attached to ceiling grid must be laterally . braced if over eight (8) feet in length. 16. Readily accessible access to roof mounted equipment is rani. 4 r+o.1 .447. Engineered truss drawings and calculations shall be on site t' and available to T, building inspector for coaction Opurposes. Docume�? -.�5 shall bear the seal and •nature of a Washington State Professional Engineer. 18. Any exposed insulations backing material shall have-,a Flame Spread Rating of 25 or less, and material shall bear identi fication showing the fire performance rating thereof'. '19. Subgrade preparation including drainage, excavation, compaction, and fill requirement shall conform strictly with recommendations given in the soils report. 20. A statement from the roofing contractor verifying fire retardant class of roof will be required prior to final inspection (see attached proce,,du.re)._....,.,, 21. All food preparation es.tab;l.ls`hments =rn st::;'hay.e Seattle -King County Department of, Pub.lic:::'Health sigh- 'of.f.. ?prior to opening or doing any food p,;rocess1nga Arrangements "fo' final Health Department ins.p;eRcti'on should be made��by calling "Se`atti -King County Department of :;Pub.l 1 c Hea':1 th =, 29.6- 47;8,7;, at i ea'st•:'three working days •prior ta'',.de's`ired inspection da't,e;i. Qn work:.. requiring .i— Iealth Department app'roval`s`- •it rixis the,�contrai tor's respons ib,l l•i ty` to, have a` `set of 14p,l ans approved b'y that agency ,•n";•the'.:,job " 'sito: 22. Notify. h'e City saf �•Tukwi l,a`rtBu,l iding-:pDlvision prior to' placing zany concrete. Th;is� procedure is in addition to requirements for special''inspecti..on. 23. All ,wo`od ..:to 'rema'in in placed 46crete; shall be treated.�,w.o,od.\ 24. There.; shall beano occupancy -O the ..b"ui lding(s) unti 1,; the f ina.1t inspection has been: completed by°the.,Tukwi la Bui 1'd'i'`inr`g Ins °perctor. �� ! ,� 25. A CERTIFICATE aOF`="O.CCUPANCY .W;ILL' BED 4REQU,IRED ;.FOR THIS PERMIT. 26. All ;r -c'onst"ruti-on to.•b- Twine .1n conformance'";.with approved'-' i p1a is and ;,:.r equirem`ents:.of 't"h;e,,`Unifor,�r11'.Buil ding Code (11991:,,.: Editlt"ion�): =as atiended�°�by'"the' Wa'sh`i.n•t.on State' Building Code,, UnnOm Meehan `ical�'"'Coude, «�>(°,1,991 E•diti,:on).. and': Washington State Enemy Code" (1991 Second Edition)';;'' - ..::,...', 27. Valid :4y',,.of Permit. The issuance ofa : =p,ermi t or approval Uo planspec?lfAlcations and computa�t�'ions\shall' "°�no:t be con.- strue`d to''3;be'•a permit for, or an ;approv;aii ot- �,any:,vio 'at,i,on of any of the provisions of the 1State „tBuildingConde or any,:,, ordinan�ae; ;,of the jurisdiction. /,,No pe`rin,i*t;�,,.pr.�esuming to give authority ;ar^ v i oWe or, cancel the prov i s i ons.''of .th i`s co shall beVail id. 28. EIGHT TREEOP,ROPOSED FOR RETENTION• ;;SHALL'`BE ADEQUATELY.PROTE `CO CTED DURING NSTRUCTION. ANY OF THESE TREES LOST WITHIN 5 YEARS FROM CONSTRUCTION COMP E�TION°`'DATE SHALL BE REPLACED BY LARGE STATURE 'TREES.OF A SIMILARA.SPECIES, WITH,A- MINIMUM SI ZE OF 2 -1/2” CALIPER.. ;,. ' 29. TO PROVIDE ADEQUATE SCREEN IPt3, ;; ;.THE....TRASH " :ENCLOSURE AREA. SHALL BE SURROUNDED BY A 'FENCE. ND /QR`P,EVERGREEN SCREENING SH RUBS AT LEAST AS TALL AS THE ENCLOSED MATERIALS. RECYCLING BINS MUST BE INCLUDED WITHIN THE TRASH ENCLOSURE AREA. 30. MITIGATION FEE FOR TRAFFIC IS $17,140.00, PAYMENT REQUIRED PRIOR TO ISSUANCE OF CERTIFICATE OF OCCUPANCY. 31. TO MAINTAIN SAFE TRAFFIC FLOW ALONG WEST VALLEY HIGHWAY, THE WEST VALLEY DRIVEWAY SHALL BE MARKED AND POSTED WITH A SIGN TO ALERT MOTORISTS TO THE RIGHT IN /RIGHT, OUT TURNING RESTRIC TION. City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Fire Department Review Control #B93 -0163 (512) John W. Rants, Mayor May 17, 1993 Re: Taco Bell - 16350 West Valley Highway Dear Sir: The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. The total number of fire extinguishers required for your establishment is calculated at one extinguisher for each 3000 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A, 10B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (NFPA 10, 3 -1.1) Extinguishers shall be installed on the hangers or in the brackets supplied, mounted in cabinets, or set on shelves (NFPA 10, 1 -6.9), and shall be installed so that the top of the extinguisher is not more than 5 feet above the floor. (NFPA 10, 1 -6.9) Extinguishers shall be located so as to be in plain view (if at all possible), or if not in plain view, they shall be identified with a sign stating, "Fire Extinguisher ", with an arrow pointing to the unit. (NFPA 10, 1 -6.3) (UFO 10.505A). Clear access to fire extinguishers is required at all times. They may not be hidden or obstructed. (NFPA 10, 1 -6.5) Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. (NFPA 10, City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Page number 2 John W. Rants, Mayor 4 -3, 4 -4 and 4 -4.3) Every six years, dry chemical and halon type fire extinguishers shall be emptied and subjected to the applicable recharge procedures. (NFPA 10, 4 -4.1) If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is.not completed, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10A -4 -4) Commercial -type food heat - processing equipment from which grease -laden vapors emanate in normal cooking application shall be protected by an approved automatic extinguishing system. The extinguisher system shall be interconnected to the fuel and current supply so that the fuel or current is automatically shut off to all equipment under the hood when the system is actuated. (UFC 10.513) Maintain fire extinguisher coverage throughout. 2. No point in an unsprinklered building may be more than 150 feet from an exit, measured along the path of travel. (UBC 3303(d)) Exit doors shall swing in the direction of exit travel when serving any hazardous area or when serving an occupant load of 50 or more. (UBC 3304(b)) Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. Exit doors shall not be locked, chained, bolted, barred, latched or otherwise rendered unusable. All locking devices shall be of an approved type. (UFC 12.1O6(c)) Obstructions, including storage, shall not be placed in the required width of an exit, except projections as permitted by the Building Code. Exits shall not be obstructed in any manner and shall remain free of any material or matter where its presence would obstruct City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Page number John W. Rants, Mayor or render the exit hazardous. (UFC 12.104(a)) Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. Exit hardware and marking shall meet the requirements of the Uniform Fire Code. (UFC 12.106 - 12.111) Internally illuminated exit signs shall have both bulbs working at all times. -(UBC 3314(c)) Aisles leading to required exits shall be provided from all portions of buildings. The width and spacing of aisles shall be maintained at all times. (UFC 12. 104(b)) Any room having an occupant load of more than 50 where fixed seats are not installed, and which is used for classroom, assembly or similar purpose, shall have the capacity of the room posted in a conspicuous place on an approved sign near the main exit from the room. Such sign shall be maintained legible by the owner or the owner's authorized agent and shall indicate the number of occupants permitted for each room use. (UFC 25.114(a)) Manually operated edge or surface mounted flush bolts and surface bolts are prohibited. (UFC 12.106(c)) Overcrowding and admittance of persons beyond the approved posted capacity are prohibited. (UFC 25.114(c)) Exits shall not pass through kitchens, storerooms, restrooms, closets or spaces used for similar purposes. (UBC 3303(e)) Exits serving more than 50 occupants shall be provided with illuminated exit signs. (UFC 12.111(d). UBC . City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Page number 4 3314(c)) John W. Rants, Mayor 3. A fire alarm system is required for this project. The fire alarm system shall meet the requirements of NFPA 72 and City Ordinance #1646. An approved automatic sprinkler system may be installed in lieu of a fire alarm system. The installation of wiring and equipment shall be in accordance with NFPA 70, Article 760, Fire Protective Signaling Systems. (NFPA 72- 2 -1.4) Local U.L. central station supervision is required. (City Ordinance #1646) All new fire alarm systems or modifications to existing systems shall have the . written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #1646) (UPC 10.503) Remote alarm and trouble annunciation indication is required if the control panel is not visible from the main entrance. (City Ordinance #1646) (UFC 10.501(a)) When the control panel is located inside a room, the door to the room shall have a sign with one -inch letters which reads "Fire Alarm" or "Fire Alarm Control ". (City Ordinance #1646) Call the Tukwila Fire Department at 575 -4404 for approval of any system shut down. Have job site address, name and the Tukwila Fire Department Job Number available to confirm shut down approval. (City Ordinance #1646) 4. Required fire resistive construction, including occupancy separations, area separation walls, exterior walls due to location on property, fire resistive requirements based on type of construction, draft stop partitions and roof coverings shall be maintained as City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 John W. Rants, Mayor specified in the Building Code and Fire Code and shall be . properly repaired, restored or replaced when damaged, altered, breached, penetrated, removed or improperly installed. (UFC 10.601) Your street address must be conspicuously posted on the building and shall be plainly visible and legible from the street. Numbers shall contrast with their background. (UFO 10.301(a)) This review limited to speculative tenant space only - special fire permits may be- necessary depending on detailed description of intended use. Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or. violation. Yours truly, The Tukwila Fire Prevent°t'dkureau cc. T.F.D. file ncd CITY OF TUKWILA MITIGATED DETERMINATION OF NONSIGNIFICANCE (MDN'S) DESCRIPTION OF PROPOSAL: CONSTRUCT A 2,348 SQUARE-FOOT FAST FOOD RESTAURANT INCLUDING A DRIVE- THRLI, 44- STALL..PARKING LOT, LANDSCAPING, BIOFILTRATION ,,S.WALE,.,;AN,G.,.6,' WIDE CURBSIDE SIDEWALK:. ALONG 'STFANG.'R ;.BLVf�..; AND ;.. WEST'• VALLEY HIGHWA.'r' PROPONENT: TACO LOCATION OF FR.OPO'SAL, 4NCLUDING ":.TREET ADDRESS,' ADDRESS: PARCEL N0: SEC /TWN %RrIG :�; LEAD AGENCY: 252304 -9083 2.5/23/4 rV. CITY OF TUKWILA The C.i ty 1es de�ter;mined that the? propo' ^a}1 'cloes nut have t pr,oba.b 1 e ; t r.._.....J,..; � � err ,� signiti ;cL�nt "adverL'e E.impact,an .t i7e',envi ion ent An environmental impact statement! (EIS')'a Is not rp.ggired under ;RCWe43.21c.03Q(2) (c). This .'i decisio`r�`,wa� <.m'o,de ,,attet.r review o't ': a '•.co`mpl:eteenvir•onmental cl eCk is't and other`;' infer mat"ion on-q:tj=1,e with 'thef >lea.d `agen;cy. This infor mat'ion is avai 1rah l e% to f?,the, public on reques4t'W The c`ond tai ons t:o th.i,s.„fpSEP,At�k Determin tlon a`r;e attached. TIC DNS ".i` . i sued ur d.,er 17-1 11- 340 (2) • onament �rnuot, be• subpi t�ted by __LletInjnL 0. agen'cyfi %AH 41 1. riot acct on itji,i s proposal t x';1,5 d ays;�,trorn t)1e: date be.1ow� �` 'u L. Ric eer Res p u ns i b 1 e 0 f fi ci a City of Tukwila', (42'0`6)431 - 368,0 (.1300 Southcenter BouleAfe. Tukwila, WA. 98183 You may appeal thin determination to.the;City Clerk at City Hall, 6200 3outhcenter Boulevard, Tukwila,; WAH 98188no later than 10 days from the above signature date by written .appea1.steting.the basis:`ot. the appeal for specific factual ob.jeutions. You may. be required :to beer .some of the expenses .for ate appea T. Copies of the procedures for SEPA.appeals are available with the. City Clerk and Department; of'Community Development.: PROJECT: DATE: PROPOSAL: LOCATION: City of Tukwila John W. Rants, Mayor Department of Community Development APPLICANT: FILE REFERENCE: THRESHOLD DETERMINATION: CITY OF TUKWILA MITIGATED DETERMINATION OF NON- SIGNIFICANCE TACO BELL April 23, 1993 To construct a 2,348 square -foot fast food restaurant, including a drive -thru, 44 -stall parking lot, landscaping, biofiltration swale and 6' wide curbside sidewalk along Strander and West Valley Highway. Northeast corner of West Valley Highway (SR 181) and Strander Blvd., Tukwila, WA NW 1/4 Section 25, Twn. 23, Rge. 4 Brown Connally Rowan Architects L92 -0091 This is a Mitigated Declaration of Non- Significance ENVIRONMENTAL REVIEW RECORD Rick Beeler, Director The environmental review of this proposal consisted of an analysis based on the following documents included in the environmental record: a. SEPA Checklist submitted by Brown Connally Rowan Architects, dated November 6, 1992. b. Traffic Analysis prepared by Heath & Associates, dated November 1992. c. Geotechnical Engineering Study prepared by Earth Consultants, Inc., dated November 13, 1992. d. Memo from Gregary B. Heath of Heath Associates revising the previous Traffic Analysis to reflect a reduced number of trips, dated March 3, 1993. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431-3670 • Fax (206) 431-3665 Taco Bell MDNS 4/14/93, Page 2 DESCRIPTION OF THE PROPOSAL The applicant proposes to construct a new Taco Bell restaurant on a vacant site of 46,855 square feet. The facility will include the following: a 92 -seat restaurant, with an area of 2,348 square feet and maximum height of 18 feet; a 10 -car capacity drive -thru aisle; a 44 -stall parking lot; landscaping which includes a biofiltration swale, large stature street trees and screening shrubs; parking lot lighting with down -ward directed fixtures; and a 6' wide curbside sidewalk along Strander and West Valley Highway. The drive -thru would be open 24 hours per day. The principal exterior building materials are creme - colored stucco for walls, red terra cotta roof tiles and glass windows. PRINCIPAL CHECKLIST ITEMS A. WATER Approximately 67% of the site will be covered with impervious surfaces. Storm water runoff from parking areas will contain oil, heavy metals, and other pollutants. The proposed biofiltration swale will partially address the need for cleansing of surface runoff. Installation of oil /water separators would provide additional mitigation of effects of pollutants. downstream. B. PLANTS A total of 8 existing trees are proposed to be saved: seven mature, ornamental conifers along the northern edge of the site, and a 2 -1/2 -foot diameter maple tree. Based on the site design, it is unlikely the trees will survive the impacts of construction on root areas. A 3 -foot diameter chestnut tree and a 6 -foot diameter poplar will be removed. To mitigate the loss of existing vegetation, the proposed landscape design adds large stature street trees along Strander and West Valley Highway. C. LAND USE The proposal includes a trash enclosure area surrounded by 4 -foot tall evergreen screening plants. This does not meet the Tukwila Zoning Code requirement for total screening of outdoor storage. The trash enclosure does . not meet current Tukwila requirements for recycling bins. Taco Bell MDNS 4/14/93, Page 3 Project drawings submitted for SERA review include signs. However, signs require separate permits from the City. D. TRAFFIC It is estimated that the new restaurant would add approximately 1264 vehicle trips to roads in the project . area, with the greatest volume occurring during weekdays and the noon hour. To serve the proposed facility, a new access drive would be created on Strander Blvd. and on West Valley Highway. The project's contribution to vehicle trips at year 2010 (build -out for the area) has been estimated for three intersections: West Valley Highway /Southcenter Blvd: 8 trips; Andover Park East /Strander Blvd: 29 trips; and West Valley Highway /South 180th Street: 11 trips. Based on this additional traffic generated by the project, mitigation fees have been calculated for each of these intersections. Currently, the intersection of Strander and West Valley is signalized, with a left turn lane for southbound traffic turning east (toward propposed Taco Bell) onto Strander. The project driveway on West Valley would be limited to right in /right out access. Signs at the driveway to alert motorists to this restriction would improve traffic safety at the intersection. CONCLUSIONS AND RECOMMENDATIONS Issuance of a Mitigated Determination of Non - Significance is appropriate, as the environmental review indicates no probability of significant adverse environmental impacts from the proposal. MITIGATED CONDITIONS OF APPROVAL A. WATER To maximize the cleansing of surface runoff prior to discharge into the Green /Duwamish River, the project shall install oil /water separators at all catch basins. " B. PLANTS Eight trees proposed for retention shall be adequately protected during construction. Any of these trees lost.. within 5 years from construction completion date shall be . replaced by large stature trees of a similar.species, with a minimum size of 2. -1/2" caliper. Taco Bell MDNS .4/23/93, Page 4 C. LAND -USE a. To provide adequate screening, the trash enclosure area shall be surrounded by a fence and /or evergreen screening shrubs at least as tall as the . enclosed materials. Recycling bins must be included within the trash enclosure area. This MDNS does not include approval of signs. No signs for the project shall be installed prior to issuance of any required sign permits from the City of Tukwila. D. TRAFFIC Specific vehicle trip estimates and mitigation fees calculations for the project are shown in Exhibits A and B, Memos from Ron Cameron, Tukwila City Engineer to Ann Siegenthaler, DCD (dated 4/22/93, 4/23/93). In summary, the cost of the project's contribution to future intersection improvements has been determined for three intersections, 9.s follows: West Valley Highway /Southcenter Blvd: $8,000.00 Andover Park East /Strander Blvd: 3,915.00 West Valley Highway /South 180th: 5,225.00 Total for project • $17,140.00 These specified mitigation fees shall be paid to the City of Tukwila prior to issuance of the final Certificate of Occupancy for the project. b. To maintain safe traffic flow along West Valley Highway, the West Valley driveway shall be marked, and posted with a sign to alert motorists to the right in /right out turning restriction.. Prep by: cc: ' Axin Siegenthaler Jack Pace, Senior Planner "File M E M O R A N D U M TO: Jack Pace, Senior Planner FROM: Ron Cameron, City Engineer and Ann Siegenthaler, Associate Planner DATE: April 27, 1992 RE: TACO BELL at West Valley /Strander, 1/20/93 memo revision The traffic distribution analysis work has been completed for Taco Bell. Vehicle trips have been calculated for three intersections, and the revised traffic mitigation fees are given below. 1. Interurban /Grady /S. 156th Street /Southcenter Blvd. This project involves the interchange ramps as wells as the intersections. The estimated project cost is $11,0.00,000. The unadjusted cost per trip would be $2,000; however, this has been reduced to a "fair share" cost of $1,000 per trip (see memo of 4/22/93 for further explanation). Taco Bell's trip contribution is 8 trips (average of 6 for Southcenter and 10 for Grady). Cost of mitigation for this intersection: $8,000. 2. Andover Park East /Strander Blvd. This project involves intersection widening and new signals. The engineer's project cost estimate is $94,000. Based on the 1989 -90 Tukwila Traffic Deficiencies Study, the traffic increase to the year 2010 is 694 vehicle trips. The pro -rated cost per vehicle trip is $135. Taco Bell's trip contribution is 29 trips. Cost of mitigation for this intersection: $3,915. 3. South 180th /SR 181: This project involves intersection widening. The engineer's project cost estimate is $1,520,000. Based on the 1989 -90 Tukwila Traffic Deficiencies Study, the traffic increase to the year 2010 is 3,200 vehicle trips. The pro- rated cost per vehicle trip is $475. Taco Bell's trip contribution is 11 trips. Cost of mitigation for this intersection: $5,225. Based on these calculations of project costs and pro -rated share per vehicle trips, Taco Bell's total cost of mitigation for additional vehicle trips: $17,140. To: Ann Siegenthaler From Ron Cameron Date: April 22, 1993 Subject: Interurban /I05 /Southcenter Blvd /Grady Mitigations The "Fair Share" mitigation cost of $1 ,000 /peak hour trip for this interchange was established in 1989/1990.: The traditional "Fair Shane" method applied to this interchange resulted in extremely high costs. Analysis comparing other "fair share" costs was used in de- veloping the $1,000 /trip rate The project for this interchange was in PS &E and estimated to cost $11,000,000 with resulting costs of over $2,000 per trip for devel- opment generated traffic. King County, Bellevue, and Renton trip fees did not exceed' $1,000 at that time. The $2,000 /trip rate was viewed as unfair in comparison. The cost of $2,000 was determined by the high project cost ($11,000,000). It . was proposed to use the $1,000 rate considering the unusually high cost of the project and that the other agencies with trip fees did not exceed $1,000. The $2,000 cost would prohibit development - 'in this case one that generated a small amount of peak hour traffic. Fees that have been used as mitigations in this area range from $100 to $500 per trip. The $1,00.0 for the Interurban /Grady /Southcenter . area continues to be used This method has been reviewed with a number of developers and their Engineers and accepted as a fair means to address this area AFB 2 3...1993 CC)M:o.p.1 T`( DEVELOPMENT COIVSTRUCTIOA- MATERIALS TESTING LABG.NTORIES, INC. (CMTL, 1NC.) 4417 Pacific Highway East Fife, Washington 98424 (206) 922 -0798 October 21st, 1993 ATTN: DAVE COMMERCIAL. STRUCTURES, INC. P.O. BOX 68845 Seattle, WA 98168 Dear Dave: REF.: TACO BELL, PERMIT Final Inspection Please acknowledge this letter as our final inspection report for the above project. Our firm provided special inspection for reinforcing steel and reinforced concrete. The specific .work which we provided special inspection for was, to the best of our knowledge, in accordance with the project plans and specifications. If we may be further assistance, please call. Sincerely Yours, Dennis M. Smith Assistant General Manager cc: CITY OF TUKWILA BUILDING DEPT. DMS/fd Construction inspection • Laboratory Analysis ilon- destructive Testing • Pavement Consulting Services. qtr?` . • • City of Tukwila Fire Department TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM Project NameO St Address . ZSD 7/ John W. Rants, Mayor Permit No. Thomas P. Keefe, Fire Chief „ 9 --[7 G. ✓ Retain currents, inspection schedule Needs shift Xn pection Approv without correction notice App oved with correction notice issued Sp nklers: F' e Alarm: {ood & Duct: 'Halon: Monitor: Pre-Fire: Permits: Suite PA Authorized Signature 7 FINALAPP.FRM Da e T. F.D. Form F.P. 85 ........ d Keaqu rters Stations 444 And ver Park East • Tukwila, Washington 98188 • Phone: (206 ) 57$4404 • Fax (206) 575.4439 INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 • •V Ct.,� 01 tr> PERMIT NO. - 431 -3670 •r . :P. ; ypeo n .•. �J. _ }press: I::.niR� .:.. Stru • 9: 8;c0 14-M. ��. anent :.: i ♦. �!f. Requester: Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: O 00 REINSPECTION FEE REQUIRED. Prior to relnspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Pale: ,,. _ E • `0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPEC f ION RECORD Retain: '1a,jcopy with permit 1395- PERM N0. 206 3 t ) 431 - 670 Project - 7 7 Type of Inspection: """"•' 6 em Aldre . u1. jj,` (it Date Calle7 p I„_. q 3 Special Instructions: Date Wa t// (9, am n. Requester .I't>one o.; 0 . Approved perapplicable codes. p4, Corrections required prior to approval.. COMMENTS: ❑ $30.00 REINSPECTION FEE • EQUIRED. Prior to reinspection, feernust be paid at 6300:Southcenter Blvd., Suite 100.: Call to schedule reinspection. 11 SPECTIONN0 . Ligt\INN INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERM' 0. (206) 431-3670 • • o : Ottb ype o nspect n'vuif / 9 Address: 1 b 3 5/, / 1 Date Called: w./. Special InLtructIons: Date Wanted: .— Roquester: Phone No.: Approved per applicable codes, 0 Corrections required prior to approval. COMMENTS: 144174-:1141:016\ f 4•5L-Kr L" 4,14Ng HIIY:De-J-eti6W 5v vr&7 49-icono nspector: D. 45 o $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection tee must be paid at 6300 Southcenter Blvd., Suite 100 , Call to schedule reinspection. . SPECT)ON—hf0. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd:, #100, Tukwila, WA 98188° 6°I3' RO PERMIT NO. (206) 431 -3670 role :Taco 6211 Type of Inspection u4D nn Address: UI o W e 0.1 k) �iaie a Special Instructions: .1 Date Wanted: .- am. p.m. Requester: Phone No.: Approved per applicable codes. COMMENTS :: O Corrections required prior to approval::; [inspector; CO $30.00 REIN �• ECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd , Suite 100 all to schedule reinspectlon. I Receipt No.: Date: CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 'roect' ► t ype o s:q► Address: (l.� � ► ` I„ (j p � , J Date Called: Special Instructions. V V�t� Date Wanted: Requester:. r- Phone No.: a � �� b � v CJ Corrections required prior to approval.. Inspector Date EJ $30.00 REINSPECTION FEE. REQUIRED, Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100, Call to schedule reinspection. 0. INSPECTION RECORD /37 Retain a copy with permit (9(C-3 PERMT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3570 Project: arCA / /� /1 Type of Inspedionp /'�` .- Address• $ 5--0 , // ' I Date Called: Spedat Instructions: Date Wanted: mn D arq Requester: f Phone No.: 64,Approved per applicable codes. ❑ Corrections required prior to approval, COMMENTS: nspector:: ❑ _ $30.00 REINSPECTION EE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100.. Call to schedule reinspection. 0. • . 1 i INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 O/3 PERMIT NO. (206) 431 -3670 ro e w : � /f ype o ns . : • an: 6,6_9 6,6_9 Address; ' -� � /63 sr) 63 Date Called: Special Instructions: / t 74 , 7 Date Wanted: cs- 3 617rn.1 . Requester: Phone No.: pk Approved per applicable codes. COMMENTS: .5 4z( ❑ Corrections required prior to approval. Alk w El $30.00 REINSPECTION -/E REQUI ED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit S. CT • `0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERMT N0. (206) 431 -3670 ' MG ' -, ype o nspection. • s ress: . k..1. •Q/t. : , - Spedal Instructions :. Date Wanted: m. p.m. Requester Phone No.: 7 22 (0 Q ,Approved per applicable codes. COMMENTS: ❑ Corrections required prior to•approval. AVIEMIWIMMINI ❑ $30.00 REINSPECTION F REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaIIl to schedule reinspection. ate: INSPECTION RECORD 0 Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 8 /3-- PERMIT (206) 431 -3670 roe / ype o nspection: G( , JL I • liEINIIM' ►a ns�� SP ' ons; Date Wanted: 9"/ --93 am. p.m. Requester: Phone No.: a g !7 r q (oem ❑ Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: ' T+- cod" S A O •-1 i t e c 't! i ► r + wc.1‘ kw1 IDOtTS c4 Irk,. La) r-r tcY Vr-c4 I Inspector: ❑ $30,00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite'' 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 ro / ype o nspeaan:. ,!� ,a�n Address • 5 i.� , 1 (-CJ vj�' ,/ 1x, Date called: `. Li Special InstwctIonns: I Date Wanted: ^% a p.m. • equester. 224' L. /?.. Phone No.: 5—___ q It Approved•per applicable. codes. 'COMMENTS: ' ❑ Corrections required prio to`approval. ❑ $30.00 REINSPECTION F'E REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. d41b INSPE°nION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431-3670 Projei4b/ Typo o nspec do , a Address: 1 .� 5V ,l W , V IQvDate Called: ,- 2 /.,,,,? a Special Instructions: ' Date Wanted: ' ' P Requester: i . . p Phone �.: f y : + /�i Ati,. ❑ Approved per applicable codes. COMMENTS: ' Corrections required prior to approval. Rzo T S7' - /'n ( ) -r .:./''ILii. (.00 REINSPECTION F E REQUIRED. Prior to reinspection, fee must be pald at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD 0 Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431.3670. • ro : M : - / ype o ns •: • , n: dor Address:A:, C 04/ Date Called: „.3 �g �, Special Instru s: 2 Date Wanted: 9---A3-0 an p.m.: Requester. Phone No.: Approved per applicable codes. gCorrections required prior to approval. COMMENTS: 7-P-cP4-ed ail of ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD 0 Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 4393- _,C4.:r (206) 431 -3670 Project; e. ._. Type In Ion: • • \ (Y 1 1 U. k0-c.. 41 /� Q til 1 A�dje VA 6�� N U Date c'" /0"" 9 3 �J Special structions: ________ lJ Date Wanted: j"`'''� " IJ" �J P.m. Requester: J( Pt_,__..5.a...ayag.ei_vne No ...._ 9q Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: 1—� ---1 s it'-e.er ei/e/7,0-r."4„..0e--, 74 .",47-11P---1.,. ❑ $30.00.REINSPECTION FE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. • e: INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERMrr No V r (206) 431- 3670;. ro e � ype o ns ny p�4' � �1 , — i ress, Date Called: ---5 Special instructions: Date Wanted: , am, m. 9,10 �� Requester: /1 e ; .d, Phone No.: Approved Per applicable codes. COMMENTS: ❑ Corrections required prior to • pproval, / ./'. .. . nspector:A tritir PIP r ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 0 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERMIT N0. (206) 431 -3670 Approved per applicable codes. O Corrections required prior to approval. ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. l Ad /7 o w i d Vi ( Date alld S - (33 Special Instructions: " . or--7. mil; 3'0 . 7 ! Date Wanted: 3- 0 i; - 3 �a►► p.m. Requester: Phone No.: 7 ''9 eU 9(J Approved per applicable codes. O Corrections required prior to approval. ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 NO PER NO PER . (206) 431 -3670 ro : 7Ct trl 4� ype o nspec t 11: t� Address; Zel. /14.7. /� �/` Date Cattle: ��y Spsaial nstructlons: Date Wanted: ""c ,.9,1 10. P.m. Requester: Phone Na.: ❑ Approved per applicable codes. Corrections required prior to approval. nspector: ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100 Call to schedule reinspection. INSPECTION RECORD Retain a copy with perm' CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 4031 -3670 rc act: --` , .....dl��1 c � Sp : • : nstructions: , ; . • v Date anted; n, - i.10 ■ i Sn w∎ • Requester: , _•) Phone No.: ,..) 2) 9690 ,ty4 Approved per applicable codes. Q Corrections required prior to approval. MMENTS: /q', rr t/E7 -4 F=> c' / S' .4 , vD / /1(=Ai n f r D ih rX": r7 r ri G j&I!.1*i 1Z ti "`i C4 i'L•J ' iQ'T" 1,1 �Yl A r?! )9a tf. °fI. ej_45 P L ;2 i•,/ ttc. k? Ai+Tay .. CJJ 0.111 ;?n:r f t A (, 3�i 1_� rJ i /21 t,,..m cr,J 1%,(1,110' r. ^rill) t1141., a: O $30.00 REINFECTION FEE REQUIRED Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100., Call to schedule reinspection. e: (7' CITY OF TUKWILA 6300 SOUTHCENTER BOULEVARD TUKWILA, WA 98188 * *.IREVEISMN SUENTTAL DATE 0 JULY RECEIVED CITY OF TUKWILA JUL 9 1993 PERMIT CENTER PROJECT NAME —Pet 17.51-1... ADDRES53 t . VA CONTACI'PERSON Wa1171 5114202-, PHONE 00 -11 7 4o7 ARCHITECT OR ENGINEER 'AZOWNI C61414A-11-1 FemiANI A 144L TF-.r S PLAN CHECK/PERMIT NUMBER Pq.> —61 Li TYPE OF REVISION: Hem, 4APf 75r141 L- • SHEET NUMBER(S) 44. • "Cloud" or highlight all areas of revisions and date revisions. c CITY OF TUKWILA 6300 SOUTHCENTER BOULEVARD TUKWILA, WA 98188 RECEIVED CITY OF TUKWILA JUN 231993 PERMIT CENTER * U 4E VS1iOU W S E0WW TTAL * v DATE PROJECT NAME -rf pc TAti A" t ADDRESS, 1,. "'t ti ,4Nkb Ni�.+�51- 6111 W'' CONTACT PERSON 1,Nti1tL got PHONE ()i-4%7 ARCHITECT OR ENGINEER t'F PLAN CHECK/PERMIT NUMBER J ((,v3 TYPE OF REVISION: AS A ' '(? 6' 1/41GTI 72,Atr,, N A.41-% Pr / » v el- We"- '[._.L4112 20_P A " " t' 4-rfu c;f'I 6a1 I J l $ 'C p z oim I tJ c 'i N Gf4LL4' 2r ��..-AI /NO s 004 t wAct.L- oz ""1 70-92,13,icreN kez.m. o fp, Acti- T A t- SHEET NUMBERS) Alt -4 -rte A01, X41 a / fr15 / 4411 4'jj2U G#', A�t�.G• . *tc" 7/1 "Cloud" or highlight all areas of revisions and date revisions. RAN SUBMITTED TO: xeeecr.�w'.taAksvw7l /a d itao.4 zre ;;;f 1,0eMetiesrL 0/442 • � fii ail drell -4 ./(6-ti.ed 1.4i4i4N (4441,0-#7ecermi,,f( • LCE1VED MAY 2 6 1993 TUKWILA CITY OF TUKWILA PUBLIC WORKS 6300 SOUTHCENTER BOULEVARD TUKWILA, WA 98188 RECEIVED CITY OF TUKWILA MAY 2 4 1993 PERMIT CENTER .':*..*EVSON SUBMITTAL* *: DATE • 4/q 6 PROJECT NAME TACO • ADDR3S $ tO. UALLP-r (4t1U CONTACT PERSON 1/UnOt7Y Fl PHONE 9- 4.5&7 ARCHITECT OR ENGINEER If7P--CIA aVk)A-U-;< :31)3A10 A-F2CH • PLAN CHECK/PERMIT NUMBER V7e.) —01 LP TYPE OF REVISION: 1J5 12 111 &AMC) A- 1 IR Iiarilot\.) ,01IME FEVI5?:/D SHEET NUMBER(S) L L Q- 0.4"PieS "Cloud" or highlight all areas of revisions and date revisions. SUBMITTED TO: ' ' . CITY OF TUKWILA 6300 SOUTHCEN I'ER BOULEVARD TUKWILA, WA 98188 4714.' 'h REVISION SUE :'', r 1TTAL * * DATE '/I (615 PROJECT NAME TlQ�l.0 ADDRESS `51--ND�' CONTACT PERSON 1/-)1,-)13)"( E i) D-5 r2_ PHONE cgO C CO 01 '" 4:5(07 ARCHITECT OR ENGINEER 7 UU (U coluoACE- Va0AP A g<114 PLAN CHECK/PERMIT NUMBER 6 0 ( Co TYPE OF REVISION: APP I T" 1 O N OF A F(I ALAV_%-1 l u. UALL..5`( 4004. F'1 ICE SHEET NUMBER(S) I) E. 2 , E3 I M 2, M 3, P / 1 "Cloud" or highlight all areas of revisions and date revisions. RECEIVED OITY OF TUKWILA MAY i 4 1993 SUBMI'l .t.b.D TO: p2, PS PERMIT CENTER RECEIVED MM TUKWILA PUBLIC WORKS Er Transmittal ❑ Fax Date: ( j d..��f To: C I r-t' CiF 'T' U KW I L.,4 li k t.' \V N CONNAI.I.Y R i) \V A N i, ,• Attn:13Lb6a. AE-PT Pages including this cover sheet i Drawings ❑ Specification ❑ Originals ❑ Copy of letter ❑ Shop Drawings ❑ Catalogue Cuts ❑ Change Order 0 Project: TAGo Th>✓LL We are sending you ❑ Attached ❑ Under separate cover via the following items: COPIES DATE NO DESCRIPTION 121r.Vl� [? • i I • q �M-TS u 2 .I r • THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ Reviewed as submitted ❑ Resubmit for review ❑, For your use ❑ Reviewed as noted ❑ Submit for distribution ❑ As requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review and comment ❑ ❑ FOR BIDS DUE 19 ❑ PRINTS RETURNED AFTER LOAN TO US Remarks TN E S1J .LASED 'PLANS EVE lbESIJ 2 /lSEl7 TO �E .A ' e .A gThTk I4. Copy To If enclosures are not as noted, kindly notify us at once. Signed: bJ,1144 U COMMUI CIAI. !HT IIt111(MAI mrDick Irll)u : ;11-1IA1. (206) 627.4367 227 EAST 26th Frit :GT SUITE 106 MIIIMMINI11141111. EED CITY R OF TCEIVUKW)tA vim ti 4 1993 PERMIT CENTER 'I'ACOMIA, WA 95421 RECFWED 1 AY 26 1:.3 TU' LA PUBM' 4UriKS FACSIMILE (206) 627.4395 ♦,• ri •x..111, -1\ PUTNAM COLLINS scot l CONSULTING STRUCTURAL ENGINEERS !SO SOUTH rtNCE7T• SUITE 301 TACOMA. %..A 94402 QOO 303.2747 INCORPORATED 1969 O MEMO flCALCUUITION O MEETING MINUTES O TELEPHONE RECORD 0 PROJECT; JOB NQ: acre, • ,- t -• q1 •-• 3 • I 1I 6r i'o ►�1 e t!% SHEET / a t Gem Q•? 1.0 lO-L'f S 6 5 CI 16 I...:._ (.1)61.3)Cl7p5F-).ato) mr1-6-1.-5C1.3) Ct.i;) • 1 • 1 I ....i ... ... .. . G • f 1 I • . . _ .�_ ..•__ . __ • • ;.__.,.._.t___= s 1. •. . , • •t , i • o :.. •�._ :_ •.. .. • • ..L_... __ • • •�.__ • _ _1_ _. , I • • . • • • • ..... ... • • ; • . ... ..r__...- ...••••.�.. : •.•_ ._i_. - •!••-- _•• 4— 10. dSC4S)= 2ss'li .. C511.1 . ._.. _. �...., ._._`I :r?. : :.__S• • •.r - - - i ••:. ...' `' - t f .10.��. -- -. "' _.1 • (.4YI.a)C2,-ty).Y>< r...13%P% i • 8 . • • . . . • .. 1- • _ • •. . •• ... =awl _•_• 154.154 !... ... 6194 " .• • .•.•. s. ••• -- ...a.. .�.. ••••• et .' r• • .. . C %V.S1)6 m'5 1) 0 "AL' on* Za- . -27 O CIA] 0 - :vim H.a is LI4etri iE;laho.s • RECEIVED CITY OF •TUKWILA JUN 2 3 1993 'PERMIT CENTER 40(2- PS ... • ...1.. — • -- •+- • —• r....» • ... • • . . i i I I s 1 1 • I.__.�•__ °• _1• • -•+ -• . ' • • t __r._ -•• • • .......... I • • s • I ! t • L__ 1 v.ti�s 5� 1'G s 111 0,00) MS'r 31 • ti 315 e .••• T_ • • ��r kvcri . tStoyi.33'3211 O8 641•93 O k • To atstA.-ToautGo1/4. IGI-ITING POWER BUDGET • 12terior ightIng 'ower Budget %int S.11 ..1■11111. • A Nonhwest Energy INon•Rssidentlall 1Psojsct 1.0, Lighting Power Budget Per Code OCCUPANCY Denim, liuN ••■•■••■•••••••••■•• 0 ••••••••••■•• rtr xterior .; .F13tytt. Yth Stuisee Ps/kIta_ Ighlng .,ti•9•'?; t,..,1Vitirl# ,Att,,,,A. iv; 34, . Parkin amens . ower Budge :C, 505.3.4 . •:40-4 0ufldtrp P timete r •Toros 4 ..•••■■•■••■•••••••••••••■•••■• Tot./ f (4/ icrtr C XD CLOS WATTS/SF 0,3 WATTS/SF 7.5 W/LINEAR FT 41.614114•01, - ■• • • .! 4 a_15.64-LIN rr nVanallrgateliNg TOTAL WATTS ALLOWABLE PER C00.6 • sainL2Eisls1 R CITY JUN PER LIGHTING FIXTURE IDENTIFICATION A WAT1S PER FIXTURE Ilnaludez Isrnps & ballasts) 8 NUMBER OF FIXTURES C TOTAL W.,. TT $ • S X C.... ralOYAull ..............._ 20 ri MEE_LI 2402 , :._ ek4 ' ' 12-0 '. 6:4?....-- 0 ____„. _ELuij:41.L...„..1 ... . Ivl IrMi I 0 120 _ 2 _, ........00..j_..,...L._..........______ ff,A FLOso 1, - ExTER0F,1 , ./) IIIIIIIIIIII IIIMIMI - on 250 LS. ialaa.................................:„ , 'F TUKWILA • 771750 ----' WIN MilinEili. NO1174i,4"re#PARMOVII UNADJUsTED TOTAL PROPOSED :E7)11; SED 505,3.2 Atach WATTS 14470 , inFir . ZilleAMtalf" VAVNIi0V-7-*JCT 1l1 ilk v,i 4.4 ‘ 4i'..1 .yt, .or • ?..t:iA ) . PER CODE efleuatIonsl . 1 I „....................„ .4470 MN Allil ' i ,‘ PAI • 1,:f.Adattelf, :t;tigit . L A A: TOTAL PROPOS ED WA T1 S C' IShotaVasiiqu'il'fo or Us thsnt et, Walls Allowobte Der Cods above! ••••■••••••• Along wIth this tom plow submit o brief narrative describing 011 tightIng design Including switching, 4,04t:, gghts, •nd spook, snoopy itoAng loaturot (motion ionic'', *Mt. tiulidin Official A move 1930-06-17 15:SO FY,C.E1 .00T 22 '99 09 :36 EARTH CONSULTANTS EAAAAAAAAA P.2 Earth consultants Inc. (fintcc hnicaI I?ngineer3. Geologists 3e I:nvirunrnental Sr:icnti.t.$ October 21, 1993 Commercial Structures, Inc. 13822 - 4th Avenue South Seattle, Washington 98168 Attention: Mr. Rick Roddan Subject: Reference: Dear Mr. Roddan: Final Report Earthwork Observation and Testing Taco Bell, #06.628 Tukwila, Washington Earth Consultants, Inc. Geotechnical Engineering Study E -5950, dated November 19, 1992 Preload Monitoring Program Letter E- 5950 -1, dated August 24, 1993 At your request, we provided earthwork observation and testing services at the subject site. We earlier performed a geotechnical engineering study for the project and presented the results in the referenced report. Our services included providing on -site observations, performing field density tests, and providing the necessary laboratory tests on fill samples as required for mass grading, building pad preparation, footing excavations, and parking area subgrade. Earth Consultants, Inc. (ECI) representatives made three visits to the subject site from July 23, 1993 through October 12, 1993, to observe the stripping, proofrolling and placement of the building pad fills. During this period a total of ten field density tests were conducted on structural fills. All tests were performed in accordance with ASTM Test Designation D -2922 (Nuclear Gauge Method). One representative soil sample was returned to our laboratory for maximum dry density tests in accordance with ASTM D- 1557-78 (Modified Proctor). Field density test results are intended to represent the compaction of soil at the location of the test only. They are not intended to imply the condition of the fill at any other location or elevation. Density test results indicate adequate compaction of structural fill was attained. Settlements induced by the preload were monitored by our personnel over a three week period. The total settlement measured ranged from 0.00 to 0:72 inches. A more detailed description of the surcharge program is provided in the referenced letter. RECEIVED 1805 136th Place N.E., Suite 201, Bellevue, Washington 98005 222 E. 26th Street, Suite 103, Tacoma, Washington 98421.9998 OCT 2 2 1993 Bellevue (206) 6433780 Seattle (206) 464.1584 FAX (206) 746.0860 Tacoma (206) 2726608 _COMMUNITY._ '.00T 22 '93 00 :36 EARTH CONSULTANTS EARAAARRAA Commercial Structures, Inc. October 21, 1993 P.3 E- 5950 -1 Page 2 An ECI representative made one visit to observe the footing bearing soils. Footing subgrade soils were tested in accordance with ASTM 2922 (Nuclear Gauge Method). Overall footing bearing soils consisted of medium dense to dense silty sand with gravel and sandy gravel soils. Two feet of structural fill was observed beneath the footings. Footing excavations observed by representatives of this firm should provide adequate foundation support. ECI representatives were also on -site to observe the parking areas prior to paving. Paving areas were observed on October 12, 1993. Exposed soil conditions observed by ECI should provide a stable base for the paving section. If you have any questions concerning our observations or test data, please feel free to call us. Very truly yours; EARTH CONSULTANTS 77a2t A 4 Douglas S. Lynne Staff Engineer Kyle R. Campbell, P. Manager of Geote cc: Taco Bell, Attention: Mr. Mike Randles City of Tukwila, Engineering Department DSL/KRC/kml RECEIVED OCT 2 21993 COMMUNITY DEVELOPMENT Earth Cansuharts, Ina. Earth Consultants, Inc. GEOTECHNICAL ENGINEERING STUDY PROPOSED TACO BELL RESTAURANT #01 TUIKWJLA, WASHINGTON E -5950 November 13, 1992 CITY FETUKWfl A MAY 71993 PERMIT CENTER Earth Consultants Inc. GeOI((hniral 1:nginc,rr' Geologists & l:nvircmn t rU I Scientists it PREPARED FOR TACO BELL, CORP. Kyle R. Campb P.E. Manager of Geoter.hnical Services Donald J. Bhino Staff Geologist EXPIRES itlI9ti2. GEOTECHNICAL ENGINEERING STUDY PROPOSED TACO BELL RESTAURANT #06-628 TUKWELA, WASHINGTON E-5950 November 13, 1992 Earth Consultants, Inc. 1805 - 136th Place Northeast, Suite 101 Bellevue, Washington 98005 (206) 643-3780 222 East 26th Street, Suite 103 Tacoma, Washington 98411-9998 (206) 272-6608 Earth Consultants Inc. Geoaedmieal Engineers. Geologists & Environmental Scientists November 13, 1992 Taco Bell Corporation 597 Industry Drive Tukwila, Washington 98188 Attention: Mr. Mike Randles Dear Mr. Randles: E -5950 We are pleased to submit our report titled " Geotechnical Engineering Study, Proposed Taco Bell Restaurant, Tukwila, Washington. This report presents the results of our field exploration, selective laboratory tests, and engineering analysis, as well as geotechnical- related recommendations for the proposed site development. The purpose and scope of our study was outlined in our March 17, 1992 proposal. During our site study, loose, compressible soils were encountered to depths ranging from one to twenty -six feet below the existing ground surface. In our opinion, the proposed restaurant building, as well as other associated structures, may be supported on shallow foundation systems provided that a preload program is completed prior to foundation construction. All the foundation footings should bear upon at least two feet of compacted structural fill after any fill induced settlements have been completed. If you or your consultants have any questions about the content of this report, or if we can be of further assistance, please call. Respectfully submitted, EARTH CONSULTANTS, INC. 7X Kyle R. Campbell, P. E. Manager of Geotechnical Services DJB/KRC/kml [59500ES.kpt] 1805 .136th Place N.E., Suite 101, Bellevue, Washington 98005 222 E. 26th Street, Suite 101, Tacoma, Washington 98421.9998 Bellevue (206) 643.3780 Seattle (206) 464.1584 FAX (206) 746.0860 Tacoma (206) 272.6608 E-5950 PAGE INTRODUCTION 1 General 1 project Description 1 SITE CONDITIONS 2 Surface 2 Subsurface 2 Groundwater 3 Laboratory Testing 3 DISCUSSION AND RECOMMENDATIONS 3 General 3 Site Preparation and Grading 4 Preload Program 5 Founds ions 6 Lateral Pressures 6 Slab-on -Grad Floors 7 Excavation 7 Site Drainage 7 Eackfill Procedures 8 Pavement Areas 8 L i ATIONS 9 Additional Services APPENDICES Appendix A Appendix B Plate 1 Plate 2 Plate 3 Plate Al Plates A2 through AS Plate B1. field Exploration Laboratory Testing Vicinity Map Test Boring Location Plan Typical Settlement Monitor Legend Test Boring Logs Atterberg Limits Earth Consultants, Inc. GEOTECHNICAL ENGINEERING STUDY PROPOSED TACO BELL RESTAURANT #06 -628 WEST VALLEY HIGHWAY AND STRANDER BOULEVARD TUKKWILA, WASHINGTON E-5950 JNTRODUCTION General This report presents the results of the geotechnical engineering study for the proposed Taco Bell Restaurant in Tukwila, Washington. The general location of the site is shown on the Vicinity Map, Plate 1. The purpose of this study was to explore the subsurface conditions at the subject property and to provide recommendations for site preparation, as well as present geotechnical information for the proposed site development. fra3ect Descry tR ion At the time our study was performed, the site, proposed building location, as well as our exploratory locations, were approximately as shown on the Boring Location Plan, Plate 2. Based on the preliminary plans provided to us, the site will be developed with a "drive- through" restaurant facility. The restaurant building will be constructed of wood frame with a slab -on- grade floor. In addition, a trash enclosure and identity sign will be constructed within the project limits. The remaining portions of the site will be utilized mainly as asphaltic concrete paved parking and drive areas with some perimeter planters. It is anticipated that grade modifications for the proposed development will consist of earthwork fills on the order of one to two feet in thickness. Structural loading is anticipated to fall within the following ranges, including maximum dead plus live loads: • Wall loads - 200 to 1500 pounds per lineal foot • Maximum Column loads - 10 to 15 kips • Slab loads - 100 to 150 pounds per square foot (psf) If the above design criteria are incorrect or change, we should be notified and allowed to review our recommendations in light of actual design information. In any case, it is recommended that the Soils Engineer of Record be retained to perform a general review of the final construction design. Earth Consultants, Inc. GEOTECHNICAL ENGINEERING STUDY Taco Bell Corporation E -5950 November 13, 1992 Page 2 l SITE CONDITIONS Surface The site of the proposed facility is located on the northeast corner of the intersection of West Valley Highway and Strander Boulevard in Tukwila,Washington.(see Plate 1, Vicinity Map). The rectangular shaped parcel encompasses about one acre and is bounded by a one level restaurant to the north, Strander Blvd. to the south, a railroad easement to the east, and West Valley Highway to the west. Most of the site is vacant and covered with several large trees, blackberry bushes and tall grasses. The southeast section of the property appears to have been cleared, and is partially covered with low grasses. A monitoring well monument was observed at the southwest corner of the site and a 55 -gallon steel drum with a sealed lid and unreadable labels was observed at the north side of a large Chestnut tree. The entire parcel appears to slope gently downward from the northeast to the southwest. Subsurface The site was explored by drilling four borings at the approximate locations shown on Plate 2. Refer to the test boring logs, Plates A2 to A5 for a detailed description of the conditions encountered at each location explored. A description of the field exploration methods is included in Appendix A. Below is a generalized description of the subsurface conditions encountered. In general, during our site study we encountered very loose to loose, native brown silt with fine sand (Unified Classification ML) to an approximate depth of eight feet below the existing ground surface. Beneath the upper layer of silt, very loose to loose, gray silty fine sand (SM) was encountered from about eight (8) to twenty -one (21) feet below the existing ground surface. Below the intermediate layer of loose silty sand, a very soft to soft gray elastic silt (MH) was encountered to the maximum exploration depth of twenty -six and one -half (26.5) feet below the existing ground surface. Earth Consultants, Inc. GEOTECHNICAL ENGINEERING STUDY Taco Bell Corporation E -5950 November 13, 1992 Page 3 Groundwater Groundwater was observed in Borings B-1 and B-2 , at thirteen (13) feet below the existing ground surface. It is important to note that groundwater levels are not static; thus, one may expect fluctuations in the level depending on the season, amount of rainfall, surface water runoff, and other factors. Generally, the water level is higher in the wetter winter months (typically October through May). Groundwater is not expected to have a significant impact on construction unless deep utility excavations are necessary, or if the sign excavation extends below a depth of ten feet below existing grades. Laboratory Testing Laboratory tests were conducted on several representative soil samples to verify or modify the field soil classification of the units encountered and to evaluate the general physical properties and engineering characteristics of the soils encountered. Visual classifications were supplemented by index tests, such as Atterberg limits on representative samples. Additionally, moisture content tests were performed on all samples. The results of laboratory tests performed on specific samples are provided either at the appropriate sample depth on the individual test boring log or on a separate data sheet contained in Appendix B. However, it is important to note that these test results may not accurately represent the overall in -situ soil conditions; our geotechnical recommendations are based on our interpretation of these test results. In accordance with Taco Bell Corporation requirements, the soil samples for this project will be discarded after a period of sixty (60) days following completion of this report, unless we are otherwise directed in writing. DISCUSSION AND RECOMMENDATIONS General Based on the results of our study, it is our opinion that the site can be developed generally as planned, provided the recommendations contained in this report are incorporated into the final design. In our opinion, the proposed building can be supported on conventional shallow spread footings bearing on at least two feet of structural fill after the completion of the recommended preload program. It is our opinion that the weight of the structural fill and building loads will induce about two inches of total settlement with about one inch of differential settlement. In order to reduce the magnitude of the settlements, we recommend that the structural fill required to raise the site to design grade (approximately two feet) be allowed to pre - compress the loose native soils for approximately three to four weeks prior to the excavation of the foundations. Earth Consultants, Inc. GEOTECHNICAL ENGINEERING STUDY Taco Bell Corporation E -5950 November 13, 1992 Page 4 These and other geotechnically related aspects of the project are discussed in the following sections of this report. This report has been prepared for specific application to this project only and in a manner consistent with that level of care and skill ordinarily exercised by other members of the profession currently practicing under similar conditions in this area for the exclusive use of Taco Bell Corporation and their representatives. No warranty is expressed or implied. It is recommended that this report, in its entirety, be included in the project contract documents for the information of the contractor. Site Preparation and Grading Construction areas should be stripped and cleared of surface vegetation, trees, organic matter, and any other deleterious material. Stripped materials should not be mixed with any soils to be used as structural fill. It is critical that all subgrade soils disturbed during initial clearing work be removed if unsuitable for compaction and/or recompacted in the course of site preparation earthwork operations. Following the stripping and clearing procedures, the ground surface where structural fill, foundations (including the trash enclosure), asphaltic pavements or concrete slabs are to be placed should be proofrolled. All proofrolling should be performed under the observation of a representative from this office. Soil in any loose or soft areas, if recompacted and still yielding, should be overexcavated and replaced with structural fill to a depth that will provide a stable base beneath the applicable structural loading condition. The optional use of a geotextile fabric placed directly on the overexcavated surface may help to bridge unstable areas when encountered. Structural fill under pavements, trash enclosure and walks should be placed in lifts approximately eight inches in thickness, and compacted to a minimum of 90 percent of its laboratory maximum dry density determined in accordance with the ASTM D- 1557 -78 test standard (modified proctor), except for the top twelve (12) inches which should be compacted to 95 percent of the maximum dry density. Laboratory tests indicate that the moisture content of the near surface on -site soils during the time of our field exploration range from below optimum moisture content to above optimum moisture content. The on -site soils may be used as structural fill provided the moisture content of the soil is near optimum, and the grading operations are conducted during dry weather. It is important to recognize that the on -site soils encountered during our field exploration are fine - grained and are moisture sensitive.Therefore, compaction and grading will become difficult if the soil moisture increases above the optimum moisture content. If necessary, the moisture content can be reduced by aeration in dry weather, or by intermixing lime or cement to absorb Earth Consultants, Inc. GEOTECHNICAL ENGINEERING STUDY Taco Bell Corporation E -5950 November 13, 1992 Page 5 excess moisture. In any case, structural fill which is to be placed in wet weather should consist of a granular material with a maximum size of threb inches and no more than 5 percent fines passing the No. 200 sieve based on the minus 3/4 -inch fraction. During dry weather, most compactible non - organic granular soil can be used as structural fill. It is recommended that any structural fill planned for on -site use be submitted for approval prior to import. 'reload Program As discussed previously, we recommend that fill placed to raise site grades be monitored as a preload. The preload is designed to pre - consolidate the compressible soils in a manner that will limit post - construction movements to within a tolerable range. It is our understanding that approximately two feet of structural fill will be required to bring the site to subgrade elevation. Based on our analyses, we estimate that the preload fill material will induce approximately one and one -half to two inches of settlement across the building foundation and slab areas. The building site should be graded to three to four inches above planned finished subgrade to allow for the anticipated settlement. Based on the results of our laboratory testing of the site soil samples, we estimate that this settlement should take about three to four weeks to occur. A smaller settlement than estimated would indicate that the soil conditions are better than anticipated. Conversely, a larger settlement than estimated could be interpreted as indicating the soil conditions are worse than anticipated, and additional measures, such as a surcharge or a longer preload period, may be needed to obtain satisfactory results. The preload should extend, at full height, (i.e., final slab subgrade elevation), a minimum of five feet beyond the building perimeters, and then slope outward at 1H:1V (Horizontal :Vertical). Preload material to be used should meet the requirements of structural fill as defined in the "Site Preparation and General Earthwork" section of this report. Prior to placement of the preload, we recommend installation of three settlement markers within the building area to monitor the magnitude and rate of settlement. A typical settlement monitor is illustrated on Plate 5. These markers should be protected from disturbance by construction equipment. The settlement markers should be surveyed, as soon as the markers are installed, by this office or a licensed surveyor. The initial monitoring should be done during the preload placement and should include the natural ground elevation. Readings should then be taken on a weekly basis after completion of the preload placement until the settlement has stabilized. Settlement readings should be evaluated by Earth Consultants, Inc. if a licensed surveyor performs the settlement monitoring. Should the planned subgrade elevation change, resulting in more or less fill being necessary, we should be contacted to provide updated recommendations regarding the preload program. Earth Consultants, Inc. GEOTECHNICAL ENGINEERING STUDY Taco Bell Corporation E -5950 November 13, 1992 Page 6 Foundations Based on the encountered subsurface soil conditions, preliminary building design criteria, and assuming compliance with the preceding "Site Preparation and Grading" section, the proposed restaurant building may be supported on conventional shallow spread footings bearing on structural fill after completion of the preload program. Individual spread footings or continuous walls footings providing support for the restaurant building and trash enclosure may be designed for a maximum allowable bearing value of one thousand five hundred (1500) psf. Footings should be at least twelve (12) inches in width and should extend to a depth of at least eighteen (18) inches below the lowest adjacent finished subgrade or interior floor slab surface. It is understood that the isolated footings employed for the Taco Bell identity sign support is usually on the order of about seven to ten feet in depth due to lateral load and/or uplift design requirements. Based on the design load information provided to us by Plastoline, Inc., and the loose compressible soils encountered at the proposed identity sign footing elevation, our analysis indicates that the sign may realize settlements of one to two inches. If this amount of settlement cannot be tolerated, then we suggest that the sign area be surcharged. At least three feet of soil surcharge should be placed at the proposed sign location in an eight foot diameter from the center of the footing. We estimate that this settlement will take about three to four weeks to occur. The deeper sign footing may be designed for an allowable bearing capacity of one thousand (1,000) psf. These basic allowable bearing values are for dead plus live loads and may be increased one -third for combined dead, live, wind, and seismic forces. After completion of the preload program it is estimated that total settlements for the relatively light building, trash enclosure and identity sign structures will be approximately one inch. It is recommended that all footing excavations be observed by a representative of ECI, prior to placing forms or rebar, to verify that exposed soil conditions are as anticipated in this report, and /or provide suitable modifications in the design, as required. Lateral Pressures An allowable passive pressure value against the sides of footings, grade beams or other subsurface foundation elements of two hundred (200) psf per foot of depth may be used provided there is positive contact between the vertical bearing surface and the adjacent compacted fill or undisturbed native soils. Earth Consultants, Inc. GEOTECHNICAL ENGINEERING STUDY Taco Bell Corporation E -5950 November 13, 1992 Page 7 Friction between the base of footings and/or floor slabs and the underlying soil may be assumed as forty (40) percent of the dead load. Friction and lateral pressure may be combined; however, the lateral bearing resistance used must not exceed two-thirds of the combined amount. Slab- on -Gyade Floors Slab -on -grade floors should be supported on at least one foot of structural fill. The slab should be provided with a minimum of four inches of free - draining sand or gravel. In areas where slab moisture is undesirable, a vapor barrier such as a 6-mil plastic membrane should be placed beneath the slab. Two inches of damp sand should be placed over the membrane for protection during construction and to aid in curing of the concrete. excavations You should be aware that in no case should the excavation slopes be greater than the limits specified in local, state and federal safety regulations. The existing upper twelve (12) feet of native silt and sand soils would be classified as type "B" soils by OSHA. Therefore temporary cuts greater than four feet in height, should be sloped at an inclination no steeper than 1H:1V. If slopes of this inclination, or flatter, cannot be constructed, or if excavations greater than twelve (12) feet in depth are required, temporary shoring may be necessary. Shoring would help protect against slope or excavation collapse, and would provide protection to workmen in the excavation. If temporary shoring is required, we will be available to provide shoring design criteria, if requested. The above information has been provided solely as a service to our client. Under no circumstances should the above information be interpreted to mean that this office is assuming responsibility for construction site safety or the contractor's activities; such responsibility is not being implied and should not be inferred. SD ag ite raine Groundwater was observed at Borings B-1 and B -2 at an approximate depth of thirteen (13) feet below the existing ground surface. It is not likely that groundwater levels will present any construction related problems while excavating the foundation footings. However, utility excavations may encounter groundwater depending on invert elevations. If seepage is encountered in foundation or utility trench excavations during construction, the bottom of the excavation should be sloped to one or more shallow sump pits. The collected water can then be pumped from these pits to a positive and permanent discharge, such as a nearby storm drain. Earth Consultants, Inc. GEOTECHNICAL ENGINEERING STUDY Taco Bell Corporation E -5950 November 13, 1992 Page 8 Depending on the magnitude of such seepage, it may also be necessary to interconnect the sump pits by a system of connector trenches. It is recommended that the appropriate locations of subsurface drains, if needed, be established during grading operations by this office, at which time the seepage areas, if present, may be more clearly defined. The site should be graded so that surface water is directed off the site. Water should not be allowed to stand in any area where buildings, slabs or pavements are to be constructed. During construction, loose surfaces should be sealed at night by compacting the surface to reduce the potential for moisture infiltration into the soils. Final site grades should allow for drainage away from the building foundations. The ground should be sloped at a gradient of three percent for a distance of at least ten feet away from the buildings in landscape areas. In pavement areas, this may be reduced to two percent. We recommend that footing drains be installed around the perimeter of the building just below the invert of the footing with a gradient sufficient to initiate flow. Under no circumstances should roof downspout drain lines be connected to the footing drain system. We suggest cleanouts be installed at several accessible locations to allow for the periodic maintenance of the footing drain and downspout tightline systems. Backfill Procedures All backfill associated with utility line trenches and tree removal should be spread, watered or aerated as required, thoroughly mixed to a uniform near - optimum moisture condition, placed and compacted by mechanical means in lifts approximately 6 to 8 inches in thickness. The degree of compaction obtained should be at least 90 percent of the ASTM D- 1557 -78 laboratory test standard. All backfill procedures should be subject to compaction control monitoring and testing by this office. Pavement Areas The adequacy of site pavements is related in part to the condition of the underlying subgrade. To provide a properly prepared subgrade for pavements, we recommend the subgrade be treated and prepared as described in the Site Preparation section of this report. This means that at least the top twelve (12) inches of the subgrade should be compacted to 95 percent of the maximum dry density (per ASTM D- 1557 -78). It is possible that some localized areas of soft, wet or unstable subgrade may still exist after this process. Therefore, a greater thickness of structural fill or crushed rock may be needed to stabilize these localized areas. The following pavement sections are recommended for lightly- loaded areas consisting of parking stalls experiencing daily traffic of 100 cars: Earth Consultants, Inc. GEOTECDNICAL ENGINEERING STUDY Taco Bell Corporation E -5950 November 13, 1992 Page 9 • Two inches of Asphalt Concrete (AC) over four inches of Crushed Rock Base (CRB) material, or • Two inches of AC over three inches of Asphalt Treated Base (ATB) material. The following pavement sections are recommended for heavier traffic areas consisting of roadways subjected to a minimum daily traffic of 1,000 cars and five applications of 18,000 - pound single -axle load trucks: • Three inches of AC over six inches of CRB, or • Two inches of AC over four inches of ATB. Asphaltic Cement (AC), Asphalt Treated Base (ATB), and Crushed Rock Base (CRB) materials should all conform to the WSDOT specifications. All rock base should be compacted to at least 95 percent of the ASTM D- 1557 -78 laboratory test standard. It should be noted that parking stall pavement sections assume no truck traffic. In addition, the above pavement sections are based on a 10 -year design period. It is recommended that concrete slabs which are placed directly over a native soil subgrade and are subject to vehicle traffic loads be at least six inches in thickness. It is also suggested that nominal reinforcement such as "6x6- 10 /10" welded wire mesh be employed, at near midpoint, in new exterior concrete slabs and paving. LIMITATIONS Our recommendations and conclusions are based on the site materials observed, selective laboratory testing and engineering analyses, the design information provided to us by you,. and our experience and engineering judgement. The conclusions and recommendations are professional opinions derived in a manner consistent with that level of care and skill ordinarily exercised by other members of the profession currently practicing under similar conditions in this area. No warranty is expressed or implied. The recommendations submitted in this report are based upon the data obtained from the test borings. Soil and groundwater conditions between test borings may vary from those encountered. The nature and extent of variations between our exploratory locations may not become evident until construction. If variations do appear, ECI should be requested to reevaluate the recommendations of this report and to modify or verify them in writing prior to proceeding with the construction. Earth Consultants, Inc. GEOTECHNICAL ENGINEERING STUDY Taco Bell Corporation November 13, 1992 Additional Services E -5950 Page 10 This office will be available to provide consultation services relating to review of the final design and specifications to verify that our recommendations have been properly interpreted and implemented in the approved construction plans and specifications. In addition, it is suggested that this office be retained to provide geotechnical services during construction to observe compliance with the design concepts and project specifications, and to allow design changes in the event subsurface conditions differ from those anticipated prior to the start of construction. It should be noted that it is generally in the best interests of the owner /client to maintain the same Soils Engineer during construction in order to obtain the project objective, with optimum quality control. 1 • `Q0 i::'; i • l�l' Reference: King County / Map 41 By Thomas Brothers Maps Dated 1990 Earth Consultants Inc. Greleennieei Engineers. GeOlOgiSIS & Enviromme a 5drn at Vicinity Map Proposed Taco Bell #06 -628 Tukwila, Washington Pro). No. 5950 Drwn. GLS Date Oct. '92 Checked DB Date 10/12/92 Plate 1 B -1 4- -J J Approximate Location of ECI Boring, Proj. No. E -5950, Sept. 1992 ra--1 Proposed Building STRANDER BLVD. Existing Jack -In- The -Box Not -To -Scale Reference: Site Sketch By Brown Connally Rowan Architects FAX Date 9/22/92 Earth Consultants Inc. Ornse rMCSI Empower& Geoleek s • Ei wkonme al Woman& Boring Location Plan Proposed Taco Bell #08 -628 Tukwila, Washington Pro). No. 5950 Drwn. GLS Date Oct. '92 Checked DB Date 10/12/92 Piste 2 SCHEMATIC ONLY - NOT TO SCALE NOT A CONSTRUCTION DRAWING Base consists of 34 - inch thick, 2 foot by 2 foot plywood with center drilled 5/6 - inch diameter hole. Bedding material, if required, should consist of Traction Sand. Marker rod is 1/2- inch diameter steel rod threaded at both ends. Marker rod is attached to base by nut and washer on each side of base. Protective sleeve surrounding marker rod should consist of 2 - inch diameter plastic tubing. Sleeve is not attached to rod or base. Additional sections of steel rod can be connected with threaded couplings. Additional sections of plastic sleeve can be connected with press - fit plastic couplings. Steel marker rod should extend at least 6 inches above top of plastic sleeve. Marker should extend at least 2 feet above top of fill surface. TYPICAL SETTLEMENT MARKER DETAIL PROPOSED TACO BELL #06 -628 TUKWILA, WASHINGTON A 1' P E N D A A APPENDIX A E-5950 FIELD EXPLORATION Our field exploration was performed on October 2,1992. The subsurface conditions at the site were explored by drilling four borings to a maximum depth of twenty -six and one half (26.5) feet below the existing ground surface. The borings were drilled by Associated Drilling, using a truck-mounted drilling rig. Continuous - flight, hollow stem augers were used to advance and support the boreholes during sampling. The approximate boring locations were determined by taping from property corners on the site. The locations of the borings should be considered accurate only to the degree implied by the method used. These approximate locations are shown on the Boring Location and Site Plan, Plate 2. The field exploration was continuously monitored by a geologist from our firm, who classified the soils encountered and maintained a log of each boring, obtained representative samples, measured groundwater levels, and observed pertinent site features. All samples were visually classified in accordance with the Unified Soil. Classification System which is presented on Plate Al, Legend. Logs of the borings are presented in the Appendix on Plates A2 through A5. The final logs represent our interpretations of the field logs and the results of the laboratory tests on field samples. The stratification lines on the logs represent the approximate boundaries between soil types. In actuality, the transitions may be more gradual. Representative soil samples were placed in closed containers and returned to our laboratory for further examination and testing. In each boring, Standard Penetration Tests (SPT) were performed at selected intervals in general accordance with ASTM Test Designation D -1586. The split spoon samples were driven with a one - hundred forty (140) pound hammer freely falling thirty (30) inches. The number of blows required to drive the last twelve (12) inches of penetration is called the "N- value ". This value helps to characterize the site soils and is used in our engineering analyses. Representative soil samples were placed in closed containers and returned to our laboratory for further examination and testing. MAJOR DIVISIONS GRAPH SYMBOL LETTER SYMBOL TYPICAL DESCRIPTION Coarse Grained Soils More Than 50% Material Larger Than No. 200 Sieve Size And Gravelly Soils More Than 50% Coarse Fraction Retained On No. 4 Sieve Clean Gravels (little or .no lines) •Gravel :• • vo40 �� • a '� °'O'O' °"' .....° gW Well- Graded Gravels, Gravel -Sand Mixtures, Little Or No Fines • 9p Poorly - Graded Gravels. Gravel• Sand Mixtures, Little Or No Fines Gravels With Fines( appreciable amount of fines 1 �� i I I 'I� Silty Gravels, Gravel • Sand - Silt Mixtures V i. + / „I . gC Clayey Gravels, Gravel- Sand - Clay Mixtures Sand And Sandy Soils More Coarse 50% Coarse Fraction Passing No.4 Sieve Clean Sand (little or no fines) u •a • °•o °• a ° °o ° ° ° ° ° o ° ° Well- Graded Sands, Oravblly Sands, Little Or No Fines • • - , ,• ••••I� ••HIM sp Poorly- Graded Sands, Gravelly Sands, Little Or No Fines Sands With Fines (apprecieble� amount of fines) Silty Sands, Sand - Silt Mixtures • 7. `� • ,4 Clay Clayey Sands, Sand -Cla Mixtures Fine Grained Solis More Than 50% Material Smaller Than No. 200 Sieve Size Silts And Liquid Limit Clays Leas Than 50 JIIIIIIIIIIIIIJ IIIIIIIIIIIIIIM CI ic ClayeynFl e Silts Sands Clayey Sitsdw/ Slight Plasticity Inorganic Clays Of Low To Medium Plasticity, Gravelly Clays, Sandy Clays, Silty Clays, Lean r OL Organic Silts And Organic Silt Of Low Plstcity Silts And Liquid Limit Clays Greater Than 50 pi I mh Inorganic Silts, Micaceous Or Diatomaceous Fire Sand Or Silty Soils • CH Ch Inorganic Clays Of High Plasticity, Fat Clays. ---- Zip". OH Oh ;*_ F °. - :. PT - . .: r pt ium To High Pla tic y, Organic Silts Highly Organic Soils Peat, Humus, Swamp Soils With High Organic Contents Topsoil .: JI.,ro�L u M. •, r .. Humus And Duff Layer Fill • • ••••••••••f ■•••••••••••••• Highly Variable Constituents The Discussion In The Text Of This Report Is Necessary For A Proper Understanding Of The Nature Of The Material Presented In The Attached Logs Notes : Dual symbols are used to indicate borderline soil classification. Upper case letter symbols designate sample classifications based upon lab- oratory testing; lower case letter symbols designate classifications not verified by laboratory testing. I 2 "0.D. SPLIT SPOON SAMPLER Tr 2.4" I.D. RING SAMPLER OR .LL SHELBY TUBE SAMPLER P SAMPLER PUSHED SAMPLE NOT RECOVERED WATER LEVEL (DATE) aWATER OBSERVATION WELL C TORVANE READING, tsf qu PENETROMETER READING, tsf W MOISTURE, percent of dry weight pcf DRY DENSITY, pounds per cubic ft. LL LIQUID LIMIT, percent PI PLASTIC INDEX Earth Consultants Inc. Commit, ritail I9 tip wtar.(Jt iugisis • itlwIruo tics %di Wiz bats LEGEND Proj. No. 5950 Date Oct' 92 Plate Al BORING NO. B -1 Logged By DB Date 10 -2 -92 Bev. Graph cs Soil Descxiption 1ft) Sample (N) Blows Ft (,%) ml Grass roadway . Brown SILT with sand, very loose to loose, wet to saturated 10 15 '20 25 1 u 11 LJ u u 5 4 7 2 2 1 3 25 40 8 23 38 38 45 38 LL =32 PL =30 i • '"'; .. . :,:jj, .. :8 sp Gray fine SAND, trace silt, loose, damp With silt sm Gray silty fine SAND, very loose, waterbearing mh Gray SILT, very soft to soft, saturated Boring terminated at 26.5 feet below existing grade. Groundwater encountered at 13.0 feet during drilling. Boring backfilled with cuttings and bentonite. Subsurface conditions depicted mpn.ant out oberenetions at ttm time and location of this exploratory hole, modl4d by .ng n.. ng tests, analyse. and judgement. They an not necessarily mpn.snttltie of other linos and locations. We canna accept ►aponelbMny tor the use or MKaprwealbn by othM of inlonnatwn pre.m .d on the log. e Y ` 14111(11Y/ii mil/ 1 , Now Earth Consultants Inc. Go:�c in+ml Engineer:. Geologist' a Firvuarrnmtat sclneiers BORING LOG PROPOSED TACO BELL #06 -628 TUKWI LA , WASHINGTON Proj. No. 5950 Drwn. GLS .Date Oct' 92 Checked DB Date 10 -12 -92 Plate A2 Logged Date BORING NO.. By DB 2.. Bev. 10 -2 -92 Graph cs Soil Description Dft Sample (N) Blows Ft (g ) ml Brown SILT with fine sand, loose, moist _ = 6 10 12 WD =84.6 DD =74.5 5 -moist to wet 5 22 1616 :�•;- sm Gray brown silty fine SAND, loose, moist to saturated - 10 6 29 £ k;: 5 38 __15 II1 I mh Gray elastic SILT, soft, saturated 3 48 Boring terminated at 19.0 feet below existing grade. Groundwater encountered at 13.0 feet during drilling. Boring backfilled with cuttings and bentonite. i Subsurtaee conditions depicted represent our observations at the tarts and location of this implo story hole. modffett by engineering Ilan, analysis. and iird9ornera. They are not necessarily ngresentrare of other times and Iccabone. We cannot =opt rsiponelbMny tof th► use or besrpsltlion by atlesn of lnlormstion pmsenad on this lop. a..a..r�sr•• ,�,,,: f11: ,i BORING LOG j i� EaYf h Consultants Inc. PROPOSED TACO BELL #06 -628 y �,�,,,ky & rental 11iSti TUKWILA, WASHIGNTON Proj. No. 5950 Drwn. GLS .Date Oct' 92 Checked DB Date 10 -12 -92 Plate A3 BORING NO. B -3 togged By DB Date 10 -2 -92 Bev. Graph US Soil Description CS ml Brown SILT, loose, moist Sample Buoys Ft. l°%1 _ 5 6 20 19 Boring terminated at 3.0 feet below existing grade. No groundwater encountered druing drilling. Boring backfilled with cuttings. Subeurtece conditions depicted represent our observations at the time and location of this saptotsbory hole; modified by enptnserinp tests. analysis, artd Judperttent. They are not necessarily rpsesntatM at other tines and locations. We cannot asap* respomwlhy tor the we or Interpretation by other d tntamwgn presented on tale lop. Earth Consultants Inc. Geocchnical Engineers, Gedoglsts & Envb•ornKntal scientists BORING LOG PROPOSED TACO BELL #06 -628 TUKWILA, WASHINGTON Proj. No. 5950 Date 10 -12 -92 Plats A4 Logged Date BORING NO. By DB ,B-4 Bev. . 10 -2 -92 Graph c Soil Description Depth Sample (N) Blows Ft ( %) ml Brown SILT with fine sand, loose, damp - _ T .2 7 9 5 - grades to moist ._ - 6 17 sm Gray silty fine SAND, loose, moist l- 6 19 Boring terminated at 9.0 feet below existing grade. No groundwater encountered during drilling. Boring backfilled with cuttings. • • 8ubsuaaa condltbns depicted mite.* our cbservalions at MO tim. and location W this exploratory holt, modl id by enpin..rkp teas, analysis, and lodgement. They an not noc..wrlly r.preeeraalq of other times and locatesni, W. cannot accept rppcniiblhly for the use or klMrpmtatbn by others of information pra.re.d cn this top. �/!�° fit: ��a► BORING LOG w/i'1�� 1;11�� Earth Consultants Inc. ,e ` I \1r A sa PROPOSED TACO BELL #06 -628 TUKWILA, WASHINGTON Proj. No. 5950 Drwn. GLS Date Oct' 92 Checked DB Date 10 -12 -92 Plate A5 A P P E N D X B 100 80 x 60 w z 1— U 40 cnd 20 0 40 LIQUID LIMIT 13110 80 Key Boring/ 1st Pit Depth (ft) Soil Classification USCS L.L. P.L. I? I. Natural Water Content • B -1 2 Brown SILT with sand ML 32 30 2 Earth Consultants Inc. Ocosechniml Engineen. Geoktglota • Environmental Scientism Atterberg Limits Test Data PROPOSED TACO BELL #06 -628 TUKWILA, WASHINGTON Proj. No. 5950 Date Oct' 92 Plate B1 Copy Copy Copies DISTRIBUTION E-5950 Taco Bell Corporation Civil Engineer, A&E Dept. 17901 Von Karmen Avenue Irvine, CA 92714 Taco Bell Corporation 597 Industry Drive Tukwila, Washington 98188 Attention: Mr. Mike Randles Brown Connally Rowan Architects, Inc. 222 East 26th Street, Suite 106 Tacoma, Washington 98421 Attention: Mr. Rory Connally CRECETWEl, MAY 1019931 THE MAHAN PARTNERSHIP, INC. CONSULTING ENGINEERS Energy Calcs Taco Bell Site No. OCR- <D e Building Type: M -moo- Nb Project Location: ivt..ui l-A, WA► by Bitterling Crick and Evenson Engineers 2719 Rochester Street . West Tacoma, Wa:. 98466. '• for Taco .Bell Corp.. 597 Industry Drive Wa 981.88 RECEIVED CITY OF TUKWILA MAY 7 199 PERMIT CENTER CRICK EVENSON ENGINEERS 2719 ROCHESTER STREET WEST TACOMA, " ' WA 98466 QUICK COMMERCIAL HVAC LOADS PROGRAM CLIMATE DATA: DESIGN MONTH AUGUST . JUNE JULY SEPTEMBER JANUARY FEBRUARY WINTER , OUTDOOR OUTDOOR INDOOR DRY BULB WET BULB REL.HUM 80 78 83 75 50 55 25 65 - . 63 66 62 •46 48 0 GENERAL PROJECT INFORMATION: 50% 50% 50% 50% 50% 50% 50% PROJECT FILE NAME: PROJECT LOCATION: BAROMETRIC PRESSURE: ALTITUDE IN FEET:... DEGREES NORTH LATITUDE: MEAN DAILY TEMPERATURE RANGE: L?ERCENT OF LIGHTING LOAD TO COND. SPACE: STARTING TIME FOR HVAC LOAD CALCULATIONS: ENDING TIME FOR HVAC LOAD CALCULATIONS: FLOOR HEAT LOSS COEFFICIENT: NUMBER OF UNIQUE ZONES IN THIS PROJECT: BUILDING DEFAULT VALUES: CALCULATIONS PERFORMED: SUMMER VENTILATION REQUIREMENTS: SUMMER INFILTRATION REQUIREMENTS: WINTER' VENTILATION REQUIREMENTS: WINTER INFILTRATION REQUIREMENTS: LIGHTING 'REQUIREMENTS: EQUIPMENT REQUIREMENTS: ZONE SENSIBLE SAFETY FACTOR: ZONE LATENT SAFETY FACTOR: ZONE HEATING SAFETY FACTOR: PEOPLE SENSIBLE MULTIPLIER':' PEOPLE LATENT LOAD MULTIPLIER: PROJECT: CLIENT: DATE: DESIGNER: INDOOR DRY BULB 78 78 78 78 78 78 70 C:M70SER -3 Tukwila, WA 29.905 14 47 20 100 8 AM 11 PM 0.54 BTUH 2 TACO BELL BCR ' MAY 4, 1993 VAL GRAINS IN /OUTDOOR DIFF. CORRECTION -3.38 -9.80 -3.29 -9.59 -32.55 -33.71 0.00 - 15 - 17 - 12 - 20 -45 -40 PER FOOT OF SLAB BOTH HEATING AND COOLING LOADS 20.000 CFM PER PERSON 0.000 CFM PER PERSON '20.000 CFM PER PERSON 0.000 CFM PER PERSON ' 1.850 WATTS PER SQUARE FOOT 0.500 WATTS PER SQUARE FOOT 10 5 10. 255 BTU PER PERSON 325 BTU PER PERSON. * * :OUICK COMMERCIAL HVAC LOADS:PROGRAM BY ELITE SOFTWARE DEVELOPMENT.INC. ** :RICKEVENSON ENGINEERS TACOMA, WA. 98466 TACO BELL • . MAY 4, 1993 • • , PAGE 2' * * * * * * * * * * * * * * * * * * ** *• GENERAL PROJECT DATA (CONTINUED) * * * * * * * * * ** * * * * * * * * ** AIR HANDLER DATA: AIR HANDLER DESCRIPTION: TERMINAL TYPE. SUPPLY FAN TYPE: LEAVING COOLING COIL TEMP. DEG F: LEAVING HEATING COIL TEMP. DEG F: SUPPLY DUCT. TEMPERATURE RISE: RETURN DUCT TEMPERATURE RISE: COMBINED FAN AND MOTOR. EFFICIENCY:` FAN STATIC PRESSURE (IN. OF WATER): ROOF MOUNTED HEAT PUMP CONSTANT VOLUME DRAW -THRU' 55 110 2_ .0. 60% 1,. ALL DESIGN DATA TAKEN FROM THE 1985 ASHRAE HANDBOOK'OF FUNDAMENTALS ** QUICK COMMERCIAL HVAC LOADS PROGRAM BY ELITE SOFTWARE DEVELOPMENT INC. ** RICK EVENSON ENGINEERS • TACOMA, .WA 98466 TACO BELL MAY 4, 1993 PAGE 3 * * * * * * * * * * * * * * * * * ** DETAILED PROJECT ZONE LOAD CALCULATIONS * * * * * * * * * * * * * * ** LOAD UNIT -SC- CLTD U .FAC DESCRIPTION QUAN CFAC SHGF -CLF- 1. DINING PEAK TIME ROOF- 5D- NO.CLG S. WALL -G -D W. WALL -G -D N. WALL -G -D S. GLASS -TRANS (M -NS )SOLAR W. GLASS -TRANS (M -NS )SOLAR N. GLASS -TRANS (M -NS )SOLAR 312 262 111 172 158 158 162 162 112 112 LIGHTS 2,152.00 EQUIPMENT 595.00 PEOPLE .70.00 TOTAL 1 .000 1.000 1.000 1.000. 1 .000 0.810 1 .000 O .810 1 .000 O .810 SEN. LAT. GAIN GAIN 5 PM AUG. ( 42.5 42 0.033 23 0.100 • - •- - -56 0.100 7 0.100 -2 0.560 176 0.410 -2 0.560 212 0.560 -2 0.560 33 0.750 100% 3.410 3.410 255/325. 2.• KITCHEN PEAK' -TIME ROOF- 5D- NO.CLG 2,516 1.000 S . WALL -G -D 168 1.000 E . WALL -G -D 378 1.000 N . WALL -G -D 295 1.000 N. GLASS- TRANS 10 1.000 (M -NS )SOLAR 10 0.810 LIGHTS 941.00 EQUIPMENT 42,380.00 PEOPLE 7.00 51 35 19 12 2 37 100%. HTG. HTG. MULT. LOSS X 28.0) = 432 603 622 120 -176 9,235 -180 15,578 -124 2,245 7,338 2,029 0 17,850 22,750 • N• ' 55,572 X1.10 22,750 X 1.05 61 ,129 23,888 3 PM JUL. ( 35.0 X 0.033 0.100 0.100 0.100 0.560 0.760 3.410 3.410 255/325 4,234 588 718 354 11 228 3,209 144,516 0 • 1,785 2 , 275 TOTAL 155,643 2,275 X 1'.10 X 1.05 171,207 2 ,389 1.485 4.500 4.500 4.500 25.200 25.200 25.200 22.0).= 1.485 ' .4.500 4.500 4.500 ,.25.200 1190.0 SF 463 1,179 500 774 3,982 4,082 2,822 13,402 X'.1 .10 15,182 770.0 SF 3,736 756 1,701 1,328 252 7,773 -..X 1.10 8,550. ** QUICK COMMERCIAL HVAC LOADS PROGRAM BY ELITE SOFTWARE DEVELOPMENT INC. ** :RICK EVENSON ENGINEERS TACOMA, 'WA 98466 TACO BELL MAY 4, 1993 PAGE 4 * * * * * * * * * * * * * * * * * * * * * * * ** AIR SYSTEM ZONE SUMMARY * * * * * * * * * * * * * * * * * * * * * * * * ** ZN. ZONE -- DESCRIPTION FLOOR. HTG.LOSS. NO. PEAK' .•TIME ic.MONTH AREA 0.A. CFM DINING 5 PM AUGUST. KITCHEN 3 PM JULY 1190 15,182 1400 770 8,550 140 ZONE PEAK TOTALS 1,960 :23,732 1 .540.. SEN .GAIN 0 .A .. CFM 61,129 1400 171,207 140 ^T. 232,336: 1,540 LAT.GAIN HTG.CFM CLG.CFM EXH. CFM CFM /SF. CFM /SF. 23,888. 0 352 2,717 0.30 2.28 2,389 198 7,608 0 0.26 9.88 26.277 '550 10,325 0 0,28. 5.27 ** QUICK COMMERCIAL HVAC LOADS PROGRAM BY ELITE SOFTWARE DEVELOPMENT INC. ** ':RICK EVENSON ENGINEERS TACOMA, WA 98466 TACO BELL' MAY 4, 1993 PAGE 5 * * * * * * * * * * * * * * * * * * * * ** AIR SYSTEM TOTAL LOAD SUMMARY * * * * * * * * * * * * * * * * * * * * * ** AIR HANDLER DESCRIP: ROOF MOUNTED HEAT PUMP WITH CONSTANT VOLUME TERMINALS SUPPLY AIR FAN: DRAW -THRU WITH PROGRAM ESTIMATED HORSEPOWER OF 2.7 HP. FAN INPUT: 60% COMBINED FAN & MOTOREFF. WITH 1.00 IN. WATER ACROSS THE FAN SENSIBLE HEAT RATIO: 0.91 THIS SYSTEM OCCURS 1 TIME(S) IN THE BUILDING AIR SYSTEM PEAK TIME: .4 PM IN JULY OUTDOOR • CONDITIONS: 82 DB, 66 WB, 71.08 GRAINS INSIDE: 78 DB, 50% RH SUMMER: VENT CONTROLS OUTSIDE AIR WINTER: VENT CONTROLS OUTSIDE AIR ZONE SPACE SEN.LOSS: INFILTRATION SEN.LOSS: OUTSIDE AIR SEN.LOSS: TOTAL SYSTEM SEN.LOSS: ZONE SPACE SEN.GAIN: INFILTRATION SEN.GAIN: DRAW -THRU FAN SEN.GAIN: SUPPLY 'DUCT SEN.GAIN: 23,732 BTUH O BTUH ( ' 0 CFM) 74 , 807 BTUH ( 1,540 CFM ) 231,517 BTUH O BTUH ( 6,868 BTUH 22,703 BTUH 0 CFM ) 98,539 BTUH TOTAL SEN.GAIN ON SUPPLY SIDE OF COIL: 261,088 BTUH SUPPLY AIR: 261,088 1-(0.999 X-1.1 X• 23) = («10,325 CFM) SUMMER VENT OUTSIDE AIR (14.91% OF SUPPLY): ( 1,540 CFM) RETURN DUCT SEN.GAIN: RETURN PLENUM SEN.GAIN: OUTSIDE AIR SEN.GAIN: BLOW -THRU FAN SEN.GAIN: O BTUH O BTUH 6,773 BTUH ( 1,540 CFM) 0 BTUH TOTAL SEN.GAIN ON RETURN SIDE OF COIL: TOTAL SEN.GAIN ON AIR HANDLING SYSTEM: ZONE SPACE LAT.GAIN: INFILTRATION LAT.GAIN: OUTSIDE AIR LAT.GAIN: 26,277 BTUH O BTUH ( 0 CFM) -1,720 BTUH ( 1,540 CFM) TOTAL LAT.GAIN ON AIR HANDLING SYSTEM: TOTAL SYSTEM SENSIBLE AND LATENT GAIN: TOTAL TONNAGE REQUIRED WITH OUTSIDE AIR: A . -,..I1 .- ∎...... .. ∎ •/'.1. 1 6,773 BTUH 267,861 BTUH 24,557 BTUH 292,418 BTUH 24.37 TONS * *'QUICK COMMERCIAL HVAC LOADS PROGRAM BY ELITE SOFTWARE DEVELOPMENT INC. ** :RICK EVENSON ENGINEERS TACOMA, WA 98466 TACO BELL, MAY 4, 1993 PAGE 6 * * * * * * * * * * * * * * * * ** AIR SYSTEM ZONE SENSIBLE LOAD PROFILE * * * * * * * * * * * * * * * * ** * MONTHLY AND HOURLY SYSTEM ZONE SENSIBLE LOAD PROFILE * * AUGUST * HOUR ZONE.SEN JUNE ZONE.SEN • JULY ZONE.SEN '"SEPTEMBER ZONE.SEN JANUARY ZONE.SEN FEBRUARY * ZONE.SEN * 1 2 3 4 5 6 7 9 8 10 11 12 1 2 3 4 5 6 7 9 10 11 12 AM AM AM AM AM AM AM AM AM AM AM AM PM PM PM PM PM PM PM PM PM PM PM PM 0 0 0 0 0 0 0 196644 201010 206388 211996 216902 221904 226577 229677 231090, 230745 227892 219124 212626 207257 203368 200457 0 0 0 0 0 0 0 0 196253 200259 205062 210036 214350 219098 223766 227261 229086 229178 226770 218088 211664 206421. 202629 199768 0 0 0 0 0 0 0 0 198418 202482 207404 212521 216973 221762 226421 229796 231517 231482 228931 220338 213955 208726 204941 202101 0 0 0 0 0 0 0 0 193624 198326 204230 210428 215862 220992 225448 227943 228742 227868. 224661 216044 209596 204212 200292 197379 0 0 0 0 0 0 0 0 177599 182406 188541 195019 200698 205482 208956 210126 209691 207959 204558 197323 191654 186804 183238 180605 0 0 0 0 0 0 0 0 182084 187021 193288 199892 205701 210868 215042 216961 217192 215862 212403 204082 197790 192467 188584 185707 0 ** QUICK COMMERCIAL HVAC LOADS PROGRAM BY ELITE SOFTWARE DEVELOPMENT INC. ** CRICK EVENSON ENGINEERS TACOMA, WA 98466 TACO BELL MAY 4, 1993 PAGE 7 * * * * * * * * * * * * * * * * * * * * * * ** TOTAL BUILDING LOAD SUMMARY * * * * * * * * * * * * * * * * * * * * * ** BUILDING PEAKS IN JULY AT 4 PM BLDG. LOAD AREA SEN., DESCRIPTIONS QUAN LOSS %TOT LOSS LAT. GAIN + .SEN. GAIN TOTAL %TOT GAIN GAIN ROOF WALL GLASS 2,828 1,386 442 4,619. 4.69. 6;862 6.96 12,252 12.43 0, , 5,338 0 3,420 . O 28,360 5,338 1.83 3,420 1.17 28,360 9.70 SKIN LOADS 4,656 23,733 24.09 O 37,118 37,118 12.69 LIGHTING EQUIPMENT PEOPLE PARTITION VENT 1,540 INFL O• ••DRAW-THRU FAN BLOW -THRU FAN SUPPLY DUCT RETURN DUCT 3,093 42,975 77 0 1,540 0 O 0.00 O 0.00 O 0.00 0 0.00 74,806 75.92 " " 0' 0.00 O 0.00 O 0.,00 O 0.00 O 0.00 0 0 26 , 277' 0 -1,721 0 0 0 0 0 11 ,602 161,200 21,599 0 6,773 0 6,868 0 22,703 0 11,602 3.97 161,200 55.13 47,876 16.37 O 0.00 5,052 1.73 O 0.00 6,868 2 .35 O 0.00 22,703 7.76 • 0 0.00 BUILDING TOTALS 98,538 100.00 24,556 267,863 292,419 100.00 BUILDING SUMMARY LOAD DESCRIPTIONS SEN. %TOT LAT. LOSS LOSS GAIN + SEN. GAIN = TOTAL GAIN %TOT GAIN VENTILATION INFILTRATION ZONE LOADS PLENUM LOADS FAN & DUCT LOADS 74,806 75.92 O 0.00 23,732 24.08 O '0.00 O 0.00 -1,721 0 26,277 0 0 6,773 0 231,519 0 29,571 5,052 1.73 O 0.00 257,796 88.16 O 0.00 29,571 10.11 BUILDING TOTALS .98,538 .100..00 24,556 267,863 292,419 100.00 TOTAL BUILDING SUPPLY AIR (BASED ON A 23 TD): TOTAL BUILDING VENT AIR (14.96% OF SUPPLY): TOTAL CONDITIONED AIR SPACE: SUPPLY AIR CFM /SQ.FT. OF CONDITIONED SPACE: SQ.FT OF CONDITIONED AIR SPACE PER TON: TONNAGE PER SQ.FT OF CONDITIONED AIR SPACE: TOTAL TONNAGE REQUIRED WITH OUTSIDE AIR: I. A_"Ir urn #-,r• ,ir 1e_ . 1 10,325 CFM 1,540 CFM 1,960 SQ.FT 5.2678 CFM /SQ.FT 80.4325 SQ.FT /TON 0.0124 TONS / SQ.FT,. 24.37 TONS ECEUME MAY 1 0 1993; THE MAHAN PARTNERSHIP, INC. CONSULTING ENGINEERS INDEX TO SPECIFICATIONS INSTRUCTION TO BIDDERS DIVISION 1.- GENERAL REQUIREMENTS Section 01000 Supplementary General Conditions DIVISION 2 - SITE WORK Section 02110 Section 02200 Section 02281 Section 02444 Section 02513 Section 02515 • Site Clearing Earthwork Termite Control Chain Link Fencing and Gates Asphalt Concrete, Work Exterior Portland Cement Concrete DIVISION 3 - CONCRETE Section 03010 Concrete Work DIVISION 4 - MASONRY Section 04200 Unit Masonry DIVISION 5 - METALS Section 05010 Metal Materials DIVISION 6 - WOOD AND PLASTICS Section 06100 Rough Carpentry/Glued Laminated Beams Section 06192 Prefabricated Wood Trusses Section 06200 Finish Carpentry DIVISION 7 - THERMAL AND MOISTURE PROTECTION Section 07200 Insulation Section 07310 Roofing Tiles Section 07510 Build -up Roofing System Section 07600 Sheet Metal and Roof Accessories Section 07900 Joint Sealers DIVISION 8 - DOORS AND WINDOWS Section 08100 Steel Doors and Frames Section 08210 Wood Doors Section 08410 Aluminum Entrances and Windows Section 08700 Builders Hardware Section 08800 Glass and Glazing . R.v.7/91 Page 1 DIVISION 9 - FINISHES Section 09210 Stucco Section 09250 Gypsum Board Section 09300 Tile Section 09510 Acoustical Ceilings Section 09900 Painting Section 09950 Wall Coverings DIVISION 10 - SPECIALITIES Section 10800 Accessories, Louvers, Fire Extinguishers DIVISION 11 - EQUIPMENT Section 11400 Owner. Furnished. Equipment DIVISION. 15 - MECHANICAL • • Section 15100 General Mechanical Requirements , Section 15400' Plumbing • • • • . • . •Section 15700 Heating, Ventilating and Air Conditioning, DIVISION 16 - ELECTRICAL Section 16100. General Requirements Section .16200 Products Section 16300 Execution INSTRUCTIONS TO BIDDERS 00100 12 1. The project is to be bid by the Contractorls) exactly as drawn and specified, and all proposals shall be complete and inclusive of all work as shown and /or specified and as required be all applicable building codes. All Contractors and Sub - contractors are held to have fully examined all drawings and specifications, not only of their particular concern but of allied trades as well, and to be fully familiar with conditions under which he will assume his work. Particular attention is drawn to the General Conditions and the Supplementary General Conditions of the specifications. The Contract shall be in the form of a single, lump sum of type of agreement. A Sealed proposals shall be received by the Owner at such time and place as may be designated by him. Proposals shall be submitted in accordance with the Taco Bell 'Invitation To Bid'. Proposals shall be signed by legal authorized parties of companies only and titles of same shall be stated. The Owner shall retain the right to reject any and /or all proposals. 00104 13 �4CCEPTANCE OR WITHDRAWAL OF PROPOSALS: A. Any Contractor who has submitted a proposal to the Owner may withdraw this proposal at any time prior to the scheduled time for% opening of same; however, once proposals are opened the Contractor agrees to honor same for a minimum of thirty (30) days after scheduled date of opening. 00100.14 j�ISCREPANCIES: a Should a bidder find discrepancies or ambiguities in, or omissions from, the drawings and /or the specifications, or be in doubt as to their meaning or intent, he shall notify the Area Construction Manager for Taco Bell in time to allow for issuance of clarification by means of Addenda for delivery in sufficient time before proposals are due. 00100.4'5 QUALIFICATION OF CONTRACTORS: A!` The Owner reserves the right to require any Contractor submitting a proposal to furnish any or all of the following information prior to award of the Contract. 1. Performance record of project completed over the previous two (2) years. 2. Address and description of plant or permanent place of business. 3. An itemized list of equipment. 4. Additional information as shall satisfy the Owner that the Contractor is adequately prepared to fulfill all requirements of the Contract, such as contained in A.I.A. document A305 - Contractor's Qualification Statement. ( " 00100.16 :DISTRIBUTION OF DOCUMENTS: A. Contractor desiring to bid the work may obtain plans, specification and Supplernental Bidders Package from the Taco Bell Region Construction Office. Plans and specifications to remain the property of the Owner and are to be returned to him, complete and in good condition. Use by unauthorized persons for any purpose whatsoever shall be strictly prohibited and is punishable under federal copyright laws. 00100 17 QQNDITIONS: 6•;" Submittal of a proposal by any Contractor shall constitute full acceptance by that Contractor ir of all conditions as herein stated. 00100.184,BUILDING PACKAGE: ' 1A. General Contractor shall receive a number of miscellaneous items and install same as part of the General Contract. These items shall be found through the drawing labeled "BY TACO R.v.7 /81 Paps 3 BELL ". Contractor shall allow three (3) weeks notice for delivery, and shall furnish all labor and materials required for the unloading, receiving, safe guarding and installation of these items. ALTERNATES: II'' Specific manufacturers for various Contractor furnished items are noted on the Drawings. If approved alternate manufacturer's products are furnished, this information shall be so noted on the Proposal. Additionally, proposed substitutions of non - approved manufacturers shall be done in compliance with the respective section of the General Conditions. AS-SUILT PLANS: Prior to release of the final retention, the contractor shall furnish to Taco Bell a complete set Or of plans red -lined with all deviations made during construction plus the permit set of plans maintained at the site. DIVISION 1 - GENERAL REQUIREMENTS SECTION N 01000 - SUPPLEMENTARY GENERAL CONDITIONS 010061 GENERAL: SH 01000.11 DEFINITIONS; r.or d4 Owner: the Owner shall be defined as TACO BELL CORP., 17901 Von Karman, Irvine, California, 92714, (714) 863 -3871, and the Regional Taco Bell Corp. office through which the 'Invitation To Bid' was provided. The Owner's representative for administrating the '' Contract shall be the Area Construction Manager. Architect: The Architect, for the purposes of this project, shall be The Architect's representative for administrating the Contract.1i' ". '" " ' "" `'' `o" "'`' otese Contractor or General Contractor: The person(s), company(ies) or corporation(s) with whom , • the Owner makes a direct Contract for the work or any portion thereof, or for any materials or o.es' related services required thereto. A. Sub - Contractor: Any person(s), company(ies), or corporation(s) with whom a contractor makes a Contract to furnish labor and /or service and /or material in connection with the project. Within the specifications and wgrking drawings, the term "Contractor" shall be eit:' interpreted to mean Sub - Contractor where applicable unless further defined. 405. Project: The project shall be defined as the complete labor, materials and services required for construction of a Taco Bell Restaurant and all related work as described in the Contract documents. Site: The property on which the project is located. G ' Contract Documents: The Contract documents shall consist of (1) The Building Construction oo- Contract, (2) The Drawings, (3) The Specifications, (4) Soils Report. The dates including revisions dates of all drawings and specification shall be included on the proposal form, 01000,12 .GENERAL COipITIONS: 0,A The Standard Form of General Conditions published by the American Institute of Architects tr (A.I.A.) form A201, latest edition, shall be binding and the General conditions included herein shall be supplementary thereto. In the event of conflict, the Supplementary General Conditions shall govern over general conditions, as well as the Taco Bell Construction Contract over the Supplementary General Conditions. 1B The Taco Bell Construction Contract, Contractor's Draw Schedule, Contract Change Order a.. and Final Waiver of Lien shall be used. Copies of the above forms are on file at the Owner's office. C. It shall be accepted as a fact that all Contractors have jnsoected FS� ; prior to submitting Y their bid and no additional compensation shall be allowed for failure to fulfill this requirement. It is not to be construed; however, that the Contractors have included In their bids amounts to cover unforseen conditions or obstacles other than those indicated on the drawings or visually apparent at the site. Should unforseen conditions arise the Owner shall be notified immediately. The following specifications are divided into chapters and each Contractor is to figure on that portion with which he is concerned. It shall be the responsibility of each Contractor to read and familiarize himself with the General Conditions and Supplementary General Conditions if which shall be considered equally binding with the remaining specifications. E; Any controversy or claim arising due to a labor conflict caused by the wording or assignment of these specifications shall be settled in accordance with local governing labor practice, .I . Alternates, whether specified by the Owner or suggested by the Contractor, shall be listed separately on the proposal. The Contractor shall indicate the cost of materials and labor required to complete the alternate and the credit due the Owner for any materials and /or labor not required due to the alternate installation. Rev.7/91 Pogo 5 The Area Construction Manager shall be Owner's and Architect's sole representatives during the administration of the construction contract 0100043 DRAWINGS AND SPECIFICATIONS: All work shall be executed according to the true meaning and intent of the drawings and specifications which are intended to include everything required and necessary for the proper and entire finishing of the work, notwithstanding that each and every item necessarily involved in the work is not specifically mentioned, and the work, when completed shall be delivered to the Owner in a perfect and undamaged condition without exception. The drawings and specifications are intended to be cooperative and the work or materials called for by the drawings and not mentioned in the specifications or vice -versa shall be furnished and performed in as faithful a manner as though treated by both. The specifications J are intended to represent minimum design and shall be superseded by the drawings. Before submitting his estimate each bidder shall carefully check the drawings and specifications and should he find conflict, uncertainty or discrepancy as to his requirements, he shall report same to the Owner immediately, who will make a ruling on each report and will notify all concerned bidders as to his decisions. Should such conflict, etc., be discovered after signing of the Contract, it shall be called to the attention of the Owner and his decision in regard thereto shall be final. 01000.14 PRECEDENCE OF DRAWINGS: The order of precedence of drawings shall be as follows: 1. Taco Bell's drawings over Taco Bell's specifications. ' 2. Larger scale drawings over smaller scale drawings. 3. Figured drawings over scale drawings. 4. Supplementary General Conditions over A.I.A. General Conditions. 5. Architectural drawings over mechanical and electrical drawings. 6. Any addenda over all material of an earlier date. 7. Equipment drawings, as may be provided by the Owner, over architectural and I mechanical drawings of earlier dates. 01000.' 5 SALES TAX: A. Each Contractor shall include in his proposal, the payment of all state and local sales and 1 occupational taxes as may be levied by the governmental agencies regarding the work. 01000,16 B TIT I a N. Any substitution must be approved in ADVANCR Q CONSTRUCTION in writing by the Owner upon receipt and study of complete information regarding same, including any credits or additional costs. 01000:1JVIATERIALS AND WORKMANSHIP :, Unless otherwise particularly stated, the Contractor shall furnish and install U. materials and labor mentioned in these specifications and /or shown on the drawings, and all work shall' be i / executed in a neat and skillful manner to the entire satisfaction of the Owner. 01000.1$ UBONT - CRACTS: As required by the Owner, the names of all proposed Sub - Contractors shall be approved by the Owner prior to award of the Contract. The Sub - Contractor shall be bound by the 1B. specifications, No Contractor or Sub - Contractor shall sublet or assign his Contract or any part thereof without the written approval of the Owner. 11A S AND ORDINANCE,E, p►. The Contractor(s) and all Sub-Contractor(s) shall comply in all respects with all laws and ordinances having jurisdiction over the work and /or materials or methods employed in Rsv.7 /81 Page 6 performing same. No additional compensation shall be allowed Contractors for failure to familiarize themselves with all conditions under which they will perform their work unless these conditions are brought to the Owner's attention prior to signing of Contracts and provisions for adjusting costs are made at that time. 010061 10_ PERMITS. BONDS, LICENSES: The Contractor(s) shall take out and pay for all permits, bonds, etc. Should separate /7 Contracts be awarded, each Contractor shall be responsible for permits, fees, bonds, licenses, etc., as may be required by work covered under his portion of the Contract. Receipts for same shall be turned over to the Owner upon completion . At the Owner's election, the Owner may obtain any of the Permits. 01000.'111. PROTECTION: Each Contractor shall barricade and /or shelter his work as to reasonably protect it from damage. All barricades shall be so arranged 33 to insure a reasonable visual and physical warning for workmen and the public. Provide flashing type blinkers around open trenches. The Contractor(s) shall be held responsible for any damage to his work as may be due to negligence of the above, or as may be caused by accident, wind, rain, snow, freezing, riot, malicious mischief or labor commotion, theft, etc., if due to his acts, omissions or negligence, and shall, if such damage occur, restore the work to its previous condition at no cost to the r�� • Owner. Contractor(s) shall protect all adjoining property from damage during the course of the work. If required by local laws or ordinances, he shall issue notices to Owner of said property. No use of adjacent privately owned property by an Contractor without written permission by its Owner shall be allowed. 01000.112 INSURANCE: J?' �pc' In general, the Contractor(s) shall maintain such insurance as shall protect him the Owner and the Owner's agents and representatives from any and all claims under Workmen's Compensation Acts and from all claims for damages because of bodily injury, including death, and all claims for property damage arising from his operations and /or the operations of Sub - Contractors employed by him, and shall be to the amount stated herein. Sub - contractor(s), if not covered by the Contractor(s) insurance, shall provide similar insurance of their own. Coverage shall be obtained from a company holding a General rating of 'A' or better as set " forth in the most current issue of Best's Key Rating Insurance Guide. B. "Hold Harmless" Clause: The certificate shall state that this endorsement is included in the policy(ies). le This Contractor assumes the liability for all losses, damages (including loss of use), expenses, demands and claims in connection with or arising out of any injury or alleged injury to persons (including death) or damages or alleged damage to property, sustained or alleged to have been sustained, in connection with or to have arisen out of the performance of the work by the Contractor, his Sub- Contractors, and their agents, servants and employees, including losses, expenses, or damages sustained by the Owner and the Architect. The Contractor hereby undertakes and agrees to indemnify and hold harmless the Owner and the Architect, their agents, servants, and employees, from any and all such losses, expenses, damages (including loss of use), demands and claims, and shall defend any suit or action brought against any of them, based on any alleged injury (including death) or damage (including loss of use) and shall pay all damages, judgements, costs and expenses, including attorney's fees, in connection with said demands and claims resulting therefrom. ,The above clause shall apply in all states unless restricted by state statute. Should this be the case, the maximum form of "Hold Harmless" allowed by the law shall be provided. Comprehensive General Liability Insurance including a Broad Form endorsement and a Broad Form Property Damage endorsement with limits not less than $ 1 million CSL (Combined r0. Rev.7 /S1 Pegs 7 Single Limit). If appropriate, Contractor shall also maintain scaffolding and demolition insurance. Workers Compensation Insurance in accordance with applicable state requirements. A.V. Employers' Liability Insurance in an amount not less than $100,000. ,a14. Comprehensive Automobile Liability including owned, non -owned and hire coverage in an amount not less than $500,000 CSL (Combined Single Limit). Contractor shall also satisfy any insurance requirements necessitated by any pertinent ,,re governmental authority. At Owner's election, Contractor shall maintain Builder's Risk insurance covering the premises. Such insurance shall be written on an all risk basis, and will cover all the work until Owner's final acceptance of same. „, • Insurance policies shall be taken out by the Contractor(s) immediately after award of contract and prior to any work being done. Upon obtaining policies the Contractor(s) shall notify the Owner and certificates and /or duplicate policies from insurance companies shall be filed with the Owner showing policy numbers, dates policies shall be in effect, and all limitations and exclusions. Certificates shall state that the insurance company shall notify the Owner by registered mail thirty (30) days prior to the expiration or cancellation of any policy. 01000.113 PERFORMANCE. MATERIAL AND LABOR BONDS: A: Performance bonds, labor and material payment bonds shall be supplied to the Owner, at this election, by the General Contractor prior to start of work. 01000 ;i 14 TEMPORARY FACILITIE5.1 The General Contractor shall be in charge of the premises from the start to the completion of 1 the project and shall furnish the following: 1. Laying out of all work and establishing building lines and levels; this to be confirmed with the Owner. 2. Temporary electric power and telephone during the period of construction. This does not include portable generators for use of other trades. 3. Heating of building for working and drying purposes during the period of construction. 4. Temporary ladders as required for access to all work. 5. Water for construction use. 6. Acceptance, unloading and storage if found necessary by Contractor's negligence, of Owner's equipment delivered to the site are the responsibility of the General Contractor. 7. Temporary toilet facilities for workers. 8. Twenty -five foot long enclosed and secured trailer for storage of Owner supplied items. 01000.115 INSPECTIQN AND TESTS; ..The Sub- Contractors shall call for all inspections as may be required by local authorities and ' listed therein allowing a minimum of two (2) days notice for inspections to be made. The Owner shall be specifically notified for inspection one week prior the installation of the items specified in the 'Invitation To Bid'. The Owner has the right to order tests and /or laboratory examination of any material or work used or performed on the project should he suspect such material or work to be of lesser quality than specified herein. The costs of all such tests shall be paid by the Owner unless they indicate work or materials to be of lesser quality in which case they shall be paid for by A•-' the Contractor(s) concerned, along with any expenses incurred in correction of the work. 01000.116 PRECEDING WORK; Before starting work each contractor shall examine work previously installed and shall immediately report to the Owner any visible defects or conditions which adversely affect the Rev.7181 Page 8 quality and/or completion of this work. It shall be assumed all conditions are acceptable if no such report is received. 01060.11 TCUTTING AND FITTING: A. Each Contractor shall execute all cutting and fitting of his work as may be required by other trades so as to insure as near perfect fit of materials as possible. 01000 :118 DAMAGED WORK: 01000'119. A. QiQO0 120. 01000121 Each Contractor shall pay for replacement of any work damaged by him or those employed by him in connection with the Contract, and such patching or replacement shall be performed by skilled men specializing in the particular trade so as to restore damaged work to completely acceptable condition. Should responsibility for damage be unable to be determined, the cost of repairing same shall be prorated among Contractors working on the job at the time the damage occurred as determined by the Owner. The decision of the Owner shall be final. ADVERTISING: No advertising shall be allowed. • COMPLETED WORK: Completed work as called for by the Contract shall be delivered to the Owner free from liens, claims or encumbrances of any description whatsoever against the Owner. Acceptance of such work shall be defined as approval pf final payout. MAINTENANCE AND CLEANING: Throughout the period of construction each Contractor or Sub - Contractor shall be responsible for satisfactorily maintaining the premises in a neat and clean condition insofar as his respective trade is concerned. This shall mean removal or all refuse and debris from the ,. premises. All equipment and materials shall be stored in a neat manner and as to protect them from any damage from the elements. Building shall be maintained in a generally clean condition during the period of construction and upon final completion a professional services shall be supplied by General Contractor to thoroughly clean all glass, floors furniture and equipment. 01000 122 GUARANTEE: 0Ac. All labor, materials, and equipment required by the Owner - Contractor Agreement(s) shall be fully and unconditionally guaranteed by the Contractor for a period of one (1) year from the date of final acceptance or the date the restaurant is opened for business by the Owner, unless otherwise specified in specific chapters herein. r • 01000:123 CHANGES: J A/ The Owner, without invalidating the Contract, may order changes in the work within the general scope of the Contract consisting of additions deletions or other revision, the Contract sum and the Contract time being adjusted accordingly. A Taco Bell Contract Change Order de°"`may be issued by a Area Construction Manager but must be approved by the Vice - President AfFacility Development prior to payment. B. The cost of credit to the Owner resulting from a change in the work shall be determined by mutual agreement. All work shall be performed under the applicable conditions of the er•' Contract documents. L. Written authorization for changes in the work (Construction Work Order) shall be obtained n�. form the Area Construction Manager prior to completion of the work. 01000025 RECEIPT OF MUMEM „off.je During the course of construction the General Contractor will be receiving party for deliveries of equipment and miscellaneous items made to the job site by common carrier. If, during the Ray.7 /91 Pogo 9 receipts of those items by the General Contractor's representatives any missing or damaged items are observed, the receiving person must: 1. Make a notation of the discrepancy on the delivery ticket. 2. Call Bell Foods (714) 474 -1233 and advise them of the problem within 24 hours. 3. Call the delivery carrier and file claim. DIVISION 2 - SITE WORK - SITE CLEARING 02140.1 General 21 1 1j(ELATED DOCUMENTS AA. Drawings, Specification Division 1 and Contract. Q2110 :12.Qc r` PI F Site clearing includes, but is not limited to: 1. Protection of existing trees. 2. Removal of trees and other vegetation. 3. Topsoil stripping. 4. Clearing and grubbing. 5. Removing above -grade improvements. 6. Removing below -grade improvements. JOB CONDITIONS: ,,Protect existing improvements: Treed and vegetation to remain as necessary to prevent damage. Salvable improvements to be removed and stored where directed by Owner. 02110.3 EXECUTION: -: 02110:3 SITE CLEARING: A, • Remove vegetation (stumps and roots), improvements, or obstructions interfering with installation of new construction. ,'Strip topsoil within pavement and building areas. C: / Stockpile topsoil where directed. Remove excess topsoil after completion of landscaping. Fill depressions in landscaping areas caused by clearing and grubbing operations with satisfactory soil material. See additional recommendations in the Soil Reports supplied by the Owner. A 'rl 02110.32 DISPOSAL OF WASTE MATERIALS: I' 'A,�{ Burning is not permitted on Owner's property fie'' Dispose of all items not salvaged of site. Ray.7le1 Papa 11 DIVISION 2 - SITE WORK SECTION 0220Q - EARTHWORK r d 02200 .GENERAL: 02220.11 ,BELATED DOCUMENTS: , Drawings, Specifications Division 1 and Contract. 02200: DESCRIPTION OF WORK: /it/ The extent of earthwork is shown on drawings. E`: The specification is intended to outline minimum work and shall be superseded by the Soil Report and Drawings in that order. d4 9_21Q1)13. JOB CONDITIONS: dA. Locate existing underground utilities in area of work, protect those to remain. 1. Uncharted piping or other utilities encountered during excavation should be brought to the Owners immediate attention. The use of explosives is not permitted. 'Barricade open excavations and post with warning lights. D. Protect structures, utilities, sidewalks,/ pavements, and other facilities from damage due to earthwork operations. 02200:2 PRODUCTS: C' 'E 02200;21 $OIL MATERIALS: A., " Subbase material shall be crushed gravel, crushed stone, natural or crushed sand. lB;'" Backfill and fill materials shall be soil free of clay, 2" or larger rock, debris, frozen materials, r64. and deleterious matter. 02200`3 EXECUTION: a. j 02200:31 EXCAVATION;, ' „01:A. Excavation includes removal of pavement and other obstructions visible on ground surface, ,,,,�' underground structures and utilities indicated to be demolished and removed. ,B. A. Under footings, fill excessive excavation by extending indicated bottom elevation without `' altering required top elevation. G; If unsuitable bearing materials are encountered at required subgrade elevations, contact the Architect for direction. iet Slope sides of excavations to comply with local codes or shore and brace where sloping is f not possible. Do not allow water to accumulate in excavations in order to prevent softening of foundation ,,aA``- bottoms. ,,F , Conform to elevations and dimensions shown within a tolerance of plus or minus 0.10'. In excavating for footings and foundations, excavate by hand to final grade Just before concrete reinforcement is placed. *' Cut surface under pavements to comply with cross - sections, elevations and grades as shown. J� Protect excavation bottoms against freezing when a atmospheric temperature is less than 35 F4 degrees F. Q2200.32 .COMPACTION: ,A: Compact each layer of all fill to not less than 95% maximum dry density or 90% relative dry density. R.v.7/91 Pip 12 ozcoo. A. 40„.. 0:3 02204`' Compaction Certificates shall be provided by the Contractor for the parking lot, building foundation and floor slab. BACKFILL AND FILL: Place acceptable material in layers to required subgrade elevations. 1. Satisfactory excavated or borrow at excavations and grassed areas. 2. Subbase material under walks, pavements, slabs, and structures. Backfiil excavations as promptly as work permits. Remove vegetation, debris, and deleterious materials prior to placement of new fill. Place backfill and fill materials in layers not more than 8" in loose depth for machine compaction, and not more than 4" in loose depth for hand - operated tampers. Place backfill and fill materials evenly adjacent to structures and carry material uniformly around structure to approximately same elevation in each lift. GRADING: Uniformly grade areas within limits of grading with uniform levels or slopes between points where elevations are shown and /or existing grades. 1. Allow for installation of 4" of topsoil to be spread over areas to receive sod. Grade areas adjacent to building lines to drain away from structures. 222.Q115 SUBBASE COURSE: . '' Subbase course consists of placing subbase material, in 6" thick maximum layers over . subgrade surface to support a pavement and concrete slab (interior and exterior) base course. 02200c36 02200130, . MAINTENANCE: Repair and re- establish grades in settled, eroded, and rutted areas. DISPOSAL OF EXCESS AND WASTE. MATERIALS: Remove from site waste materials, including unacceptable excavated material, trash and debris. GUARANTEE: All work performed under this section shall be guaranteed for a period of one (1) year from date of acceptance against any settlement or other faults detrimental to the appearance of quality of the finished project. Repair and replacement costs of this work and any other work as a result of faults shall be paid by the contractor. ii'3W27251TE`WOEii� ^'; .• ,a ECTION3022811;11 ERMITE`OONTfOLK "! 2281 1 GENERAL: 4;0228i:.141 i E I�AENTS -, `ATSX- Drawings, Specifications Division 1 and Contract. ,see. 02281.12,,.:' DESCRIPTION OF WORK: "A. Provide soil treatment for termite control as herein specified. _ F QUALITY ASSURANCE: Engage a professional pest control operator, licensed in accordance with regulations of governing authorities for application of soil treatment solution. 02281° i 4,,r� e/A. . 02281',15# ie" JOB CONDITIONS: Do not apply soil treatment solution until excavating, filling and grading operations are completed. Do not apply soil treatment to frozen of excessively wet soils or during inclement weather. • SPECIFIC PRODUCT WARRANTY: ,Furnish written warranty certifying if subterranean termite activity is discovered, contractor will re -treat soil and repair or replace damage caused by termite infestation. Provide warranty for a period of five (5) years from date of treatment, signed by applicator and Contractor. !'Wa 92281':2 PRODUCTS / 02281.`21 e SOIL TREATMENT SOLUTION: '' X74, Use an emulsible concentrate insecticide for dilution with water. Fuel oil will not be permitted as a diluent. Provide a working solution of one of the following chemical elements and concentrations: 1. Chlorpyrifos (Dursban) 2. Permethrin (Torpedo & Dragnet) S. Cypermethrin (Demon) 4. Fenvalerate 5. lsofendnos (Pryfon 6 or Oftanol 6) Other solutions may be used as recommended by Applicator and if acceptable to local governing authorities. Use only soil treatment solutions which are not injurious to planting. r1 22: EXECUTION 02281;3 APPLICATION: 4,Remove foreign matter which could decrease effectiveness of treatment on areas to be treated. 40B. Under slab -on -grade structures, treat fill before concrete slabs are places using either power sprayer or tank -type sprayer. 1. Apply 4 gallons of chemical solution per 10 linear feet along inside of foundation walls, along both sides of interior partition walls and around plumbing. 2. Apply one gallon of chemical solution per 10 square feet as an overall treatment under slab and attached slab areas where fill is soil or unwashed gravel. Apply 1-1/2 gallons of chemical solution to areas where fill is washed gravel. Ray.7 /81 Papa 14 Apply four gallons of chemical solution per 10 linear feet of trench, for each foot of depth from grade to footing, along outside edge of building. Dig, a trench 6" to 8" wide along outside of foundation to a depth of not Tess than 12 ". Punch holes to top is‘ of footing at not more than 12" o.c. and apply chemical solution. ,Allow not less than 12 hours for drying after application, before beginning concrete placement or other construction activities. Post signs in areas of application warning workers that soil poisoning has been applied. dor DIVISION 2 - SITE WORK SECTI0i02444 - CHAIN LINK FENCING AND' GATES 44 GENERAL" 02444; or RELATED DOCUMENTS: A. Drawings, Specifications Division 1 and Contract. 0244'4.12/' DESCRIPTION OF WORK: 6 Extent of chain Zink fences and gates is shown on drawings. 02444.2 PRODUCTS 4 024441 „7 STEEL FENCING: "° A Fabric: No. 9 gauge steel wires, 2" mesh, both top and bottom selvages twisted and barded. 1. One -piece fabric widths. ,2. Galvanized with not Tess than 1.2 ounce zinc per square foot of surface. ,8,°'' Galvanized steel framework with not less than 1.8 ounce zinc per square foot of surface. C. Galvanized accessories and hardware. dr w 924_4_44d.', .,FR FRAMING AND ACCESSORIES: A A`/ End, Corner, Pull and Gate Posts: Minimum 4.0" OD steel pipe 9.11 pounds per linear foot, z '.266" wall thickness. /B. Line Posts: Minimum 1.0" OD steel pipe, 2.72 pounds per linear foot, .145" wall thickness. , . f' Tension Wire: 7 gauge, coated coil spring wire, metal and finish to match fabric. Locate top and bottom of fabric. ,4d (-' Post tops: Weathertight closure cap, one cap for each post. ,gs'• Stretcher Bars: One piece lengths equal to full height of fabric, with minimum cross - section :"4/1 of 3/16" x 3/4 ". Provide with bands at 15" o.c. Swing gate to have perimeter frames of 1.9" OD pipe, finished to match framework, with horizontal and vertical members to ensure proper gate operation and for attachment of fabric, �''` hardware and accessories. Use same fabric as for fence. Provide diagonal cross- bracing consisting of 3/8" diameter adjustable length truss rods on gates. G. Furnish 'the following hardware and accessories for each gate. ' 1. Hinges: One and one -half pair to suit gate size, non -lift -off type offset to permit 180 degrees gate opening. a. Latch: Forked type and plunger -bar type to permit operations from either side of gate, with padlock eye. '' .Slats to be 2 -3/8" wide x 3/8" thick redwood. Use wire ties spaced 12" o.c. for tying fabric to tension wire. Provide concrete with a minimum 28 -day compressive strength of 3000 psi using at least 5- 1 /2 sacks of cement per cubic yard, 1" maximum size aggregate, maximum 4" slump, and 2% to 4% entrained air. 02444.3 EXECUTION: 024 4 3j. ,rf`° INSTALLATION: �`A. Drill holes for posts of minimum 8" diameter and spacings shown. Excavate hole depths 3" , lower than post bottom, with bottom of posts set not less than 36" below finish grade surface. Center and align posts in holes 3" above bottom. Place concrete around posts and vibrate or tamp. Hold in vertical position during placement and finishing operations. R.v.7 /81 Page 16 Install brace assemblies so posts are plumb when diagonal rod is under proper tension. J Install tension wires before stretching fabric and tie to each posts. Install fabric on security side of fence with 2" between finish grade and bottom selvage. Pull fabric taut and tie to posts, rails, and tension wires. ^F. Install vertical slats between fabric links for full fabric height. Install gates plumb, level, and secure for full opening without interference. Use U- shaped wire clasping pipe and fabric firmly with ends twisted at least two (2) full 40/ turns. Install nuts for tension bands and hardware bolts on side of fence opposite fabric side and peen ends of bolts. DIVISION 2 - SITE WORK N 11AVI fyG' 4117 Drawings, Specification Division 1 and Contract ffinaiNTRIVMPRIWIt Extent of asphalt concrete paving and stone /base work with required thicknesses is shown on drawings. The specification is intended to outline minimum work and shall be superseded by the soil report.and drawings in that order. Construct asphalt concrete wearing course only when atmospheric temperature is above 40 degrees F. (4 degrees C), and when base is dry. 1. When asphalt plants are closed, the contractor shall install a temporary pavement of compacted stone base with final pavement installed under the Original Contract. b e nf:iSi 02513.21 ,jv ATERIALS: 4,14‘07` Use locally available materials and gradations which exhibit a satisfactory record of previous installations. Binder Course Aggregate to be sound, angular crushed stone, crushed gravel, or crushed slag, sand, stone, or slag screenings. Wearing Course Aggregate to be crushed stone, crushed gravel, crushed slag or sharp -edged 6/ natural sand with 80% passing No. 10 sieve. Mineral Filler to be limestone dust, portland cement, or other material. xe Asphalt Cement to have viscosity grade of AC -20, AR -8000. Stone Base to be naturally or artificially graded mixture of natural or crushed gravel, crushed stone, natural or crushed sand. Car Bumpers to be precast concrete 6' long with beveled sides and provided with minimum of 2 holes for dowel anchoring. r n Prime Coat to be cut -back asphalt type: MC -30, MC -70 or MC -250. 1. Lane Marking Paint to be white pavement marking paint as found in painting section of Finish division of Specification. Q251 24• ASPHALT- AGGREGATE MIXTURE: r Provide plant mixed asphalt - aggregate mixture as approved and specified by local highway authorities to suit project location and conditions. ,„4 02513;3 EXECUTION 2202.14. �'` SURFACE PREPARATION: Subgrade shall be prepared according to the soils report or the following, whichever is greater. 1. Subgrade shall be established within 0.10" of the elevation necessary to provide required pavement thickness at finished grade. 2. All subgrades shall consist of and be (a) underlain by suitable bearing material, and (b) free of all organic, frozen or other deleterious material. Preparation of subgrades after R.v.7181 Page 18 stripping shall consist of (a) proof- rolling to detect unstable areas that must be undercut, (b) scarifying top 6 to 8 inches, and (c) compaction to prescribe minimum density. 3. Subgrade surface shall be compacted to 95 to 100 percent of the maximum dry density as determined by the Modified Proctor Method (ASTM D -1557) for cohesive or granular soils respectively. The upper 12 inches of structural fill underlying pavement shall be compacted. Spread gravel base course so that final thickness is as noted on drawings. • 1. Compaction shall start at the center and proceed toward the edges of the pavement. 2. Compaction is to continue until the stone base ceases to creep or wave ahead of the froller. If base course does not consist of a mix of course and fine stone that provides a solid compacted base, spread a course of fines over the surface and saturate with water. Compact until grout formed by fines and water has filled voids and forms a small wave in front of the roller. �' Paving Contractor takes responsibility for subbase and base as being satisfactory for installation of pavement at the completion of the compaction. 02513132 �' "PLACING 40( Place Place asphalt concrete mixture on prepared surface, spread and strikeoff. Spread mixture at minimum temperature of 250 degrees F. Place inaccessible and small areas by hand. Place each course to required grade, cross - section, and compacted thickness. Place asphalt concrete mixture by paver in strips not less than 10' wide. After first strip has been placed and rolled, place succeeding strips and extend rolling to overlap previous strips. Complete binder course for entire site before placing wearing course. Joints: Make joints between old and new pavements to ensure continuous bond between adjoining work. construct joints to have same texture, density and smoothness as other sections of asphalt concrete course. Prime coat spread at a rate of 0.25 to 0.50 gallons per square yard is to be applied to the binder course prior to installation of the wearing course. Roll pavement with tandom steel wheel eight ton roller when mixture will bear roller weight without excessive displacement. Compact mixture with hot hand tampers or vibrating plate compactors in areas inaccessible to rollers. Accomplish breakdown or initial rolling immediately following rolling of joints and outside edge. Perform finish rolling while mixture is still warm enough for removal of roller marks. Continue rolling until roller marks are eliminated and course has attained maximum density. Remove and replace paving areas mixed with foreign materials and defective areas. After final rolling, do not permit vehicular traffic on pavement until it has cooled and hardened PAVEMENT MAR KINGS AND CAR BUMPERS: Anchor concrete car bumpers to pavement with two each 2' long dowels driven through holes in bumper into pavements and fill around dowels with concrete. Apply two (2) coats pavement marking paint with mechanical equipment to product uniform straight edges. FIELD QUALITY CONTROL: • Test finished surface of each asphalt concrete course for smoothness, using 10' straightedge applied parallel with, and at right angles to centerline of paved area. Surfaces will not be acceptable if exceeding 1/2" in smoothness. R.v.7 /81 Page 19 . Final surface shall have a compacted density of a minimum 93% of the maximum possible density of a voidless mixture composed of the same materials in like proportions. GUARANTEE; eik, Work under this section shall be guaranteed for a period of one (1) year against settlement, cracking, crumbling and other defects. Repair costs of any failures shall be paid by the Contractor. DIVISION 2 - SITE WORK SECTION92515 - EXTERIOR�PORTLAND CEMENT CONCRETE 02515. 'GENERAL 02515.1-10'-- DOCUMENTS: Drawings, Specifications Division 1 and Contract 025151 DESCRIPTION OF WORK: ` Extent of exterior portland cement concrete is shown on drawings, including curbs, gutters, walks, and paving. 025150tPRODUCTS Ft 02515.224 o(rPA. MATERIALS: Forms to be steel, wood or other suitable material of size and strength to resist movement during concrete placement. 1. Use flexible spring steel forms or laminated boards to form radius bends as required. Coat forms with a non- staining form release agent that will not discolor or deface surface of concrete. v • Welded Wire Mesh to be welded plain cold -drawn steel wire fabric. Reinforcing bars to be deformed steel bars. Guard posts to be standard weight steel pipe of nominal diameter indicated on drawings. Comply with requirements of applicable Division 3 sections for concrete materials, curing materials and others as required. 1. Six (6) percent air - entraining admixture required in all exterior concrete. Comply with requirements of applicable Division 7 sections for preformed expansion joint fillers and sealers. Prefabricated steel light pole bases where noted (to be filled with concrete will be supplied by the Owner. Stone Base to be naturally or artificially graded mixture of natural or crushed gravel, crushed stone, natural or crushed sand compacted per Earthwork Section this Division. CONCRETE MIX AND DESIGN: Comply with requirements of applicable Division 3 sections for concrete mix design, and quality control. 02515.3'''EXECUTION: 02515.31 b SURFACE PREPARATION: Remove loose material from compacted base surface immediately before placing concrete. Proof -roll prepared subbase with tandom dump truck to check for unstable areas and need for additional compaction. 0251'5.32 FORM CONSTRUCTION: Set forms to required grades and lines, rigidly braced and secured with sufficient quantity of forms to allow continuous progress of work. 3, Clean forms after each use, and coat with form release agent as often as required to ensure separation from concrete without damage. 0251 5,33 REINFORCEMENT: Rsv.7/91 Page 21 Locate, place and support reinforcement as specified in Division 3, sections, unless otherwise indicated. CONCRETE PLACEMENT: Comply with requirements of Division 3 sections for mixing and placing concrete, and as herein specified. ev Place concrete using methods which prevent segregation of mix. C' Automatic machine may be used for curb and gutter placement at Contractor's option. / • Machine placement must produce curbs and gutters to required cross - section, lines, grades finish, and jointing as specified for formed concrete. 02515.354 JOINTS: Construct expansion, and construction joints true -to -line with face perpendicular to surface of concrete. Provide premolded full size, one piece joint fillers for expansion joints abutting concrete curbs, catch basins, manholes, inlets, structures, walks and other fixed objects. w 1. Locate expansion joints at 20' o.c. for walks and curbs. 2. Locate expansion joints at changes in sidewalk direction or intersection. 02515.36, *i''CONCRFLE FINISHING: After striking -off and consolidating con re e, smooth surface by screeding and mechanical • floating. / After floating, test surface for trueness with a 10' straight edge. Refloat as required to provide a continuous smooth finish. Work edges of slabs, gutters, back top edge of curb, and formed joints with 9-1/2" radius edging tool. lrc1! 'Light Broom finish, by drawing a fine -hair broom across concrete surface perpendicular to line f of traffic. / Strike contraction joints in the sidewalks exterior slabs at a maximum of 5' o.c. that extend 1/4 the depth of the concrete and are perpendicular to the edges of the concrete. Alternate exposed aggregate walks where noted on the drawings shall be as follows: 1. In lieu of light broom finish, evenly distribute a single layers of water worn, durable gravel, 3/8" maximum and 1/8" minimum of tanbeige color. 2. Embed the aggregate by patting with a darby and float and darby until all aggregate is thoroughly embedded just beneath the surface. 3. Expose the aggregate as soon as the grout covering the aggregate can be removed by simultaneously brushing and hosing with water. 0251:37 } �►. a 02515:38 r �A. CURING: Protect and moist cure finished concrete paving, comply with applicable requirements of Division 3 sections. REPAIRS AND PROTECTION: Protect concrete from damage until acceptance of work. Exclude traffic from pavement for at least 7 days after placement. Pipe 22 DIVISIQN 3 - CONCRETE SECTION 03010 - CONCRETE WORK 03010,1 GENERAL 03016.11 BELATED DOCUMENTS: ,a' (.A: Drawings, Specifications, Division 1 and Contract. 03010:12 DESCRIPTION OF WORK: A, The extent of concrete work shown on drawings. 039 • UALITY ASSURANCE: • Comply with provisions American Concrete Institute 318 -83 "Building Code Requirements for Reinforced Concrete" and 301 -72 except where more stringent requirements are shown or specified. All footing and foundations shall be formed. Unformed placement of concrete is not allowed. 03010!210,FORM MATERIALS: s`A Form for concrete surfaces to be plywood, lumber, metal, or other acceptable material. Provide commercial formulation form - coating compounds that will not bond with, stain nor adversely affect concrete surfaces. 0301Of22 REINFORCING MATERIALS: 004:00. Reinforcing bars to be ASTM A -615 Grade 60, deformed. 424p Welded Wire Fabric to be plain cold -drawn welded steel wire, ASTM A -185. Provide metal .bolsters, ;chairs and other devices for spacing, supporting and fastening reinforcing bars and welded wire fabric in place. 03010:23 CONCRETE MATERIALS •A" Portland Cement to be ASTM C150„ Type II. Normal Weight Aggregates to meet ASTM C33, with maximum 1 -1/2" for footing and other .RrF" mass concrete and 3/4" maximum for other concrete. s'C. Water to be potable. doff Calcium chloride not permitted. .' Admixtures shall not be used without approval. 0 22 RELATED MATERIALS: A►. Provide 6 mil polyethyelene vapor barrier cover over prepared base material for all floor slabs. �. Provide base course for all floor slabs of evenly graded natural gravel 3/8" maximum to 1/8" minimum (pea gravel) or natural sand. Non - shrink cement grout below column base plates shall be non - metalic, flowable, high strength (4000 psi min at 7 days) conforming with CRD -C 621. 03010.25OPORTIONING AND DESIGN OF MIXES: okr Proprietary standard design mixed that meet the following qualities shall be used and the supplier shall furnish satisfactory evidence of such. A delivery ticket shall accompany each mixer truck and shall note type of concrete and materials. Location of placement of each load will be noted on these tickets and all tickets will be filed on the job site. Ray.7 /91 Page 23 8. Concrete to have 2000 psi @ 28 -day compressive strength with 517 pounds cement per cubic yard minimum; water /cement ratio of 0.58% maximum and slump of 2 1/2" to 4 1/2" 'i, ex at placement. 1 2 CONCRET MIXES: I." Deady -Mix concrete shall comply with requirements of ASTM C 94, and as herein specified. deite Addition of water to the batch with insufficient slump will not be permitted. When air temperature is between 85 degrees F (30 degrees C) and 90 degrees F (32 degrees C), reduce mixing and delivery time from 1-1/2 hours to 75 minutes, and when air temperature is above 90 degrees F (32 degrees C), reduce mixing and delivery time to 60 minutes. me= EXECUTION RM Formwork to be readily removable without damage to cast -in -place concrete surfaces and adjacent materials. Construction forms to sizes, shapes, lines and dimensions shown, and to obtain accurate alignment, location, grades, levels and plumb work. Support brace and maintain formwork to support vertical and lateral loads until such loads can be supported by concrete. ,a�i,r Form Ties to be factory- fabricated, adjustable - length, removable or snap -off metal form ties. Provide openings in concrete formwork pi accommodate work of other trades. 03019:132 PLACING REINFORCEMENT: Accurately position, support and secure reinforcement against displacement by formwork, construction, or concrete placement operations. 1. All bars shall be continuous in longest length possible with minimum 36 bar diameter laps. 2. Bent corner reinforcing shall be provided to lap and match horizontal reinforcement. 3. Minimum coverage for any reinforcing steel shall be 2" 4. Welding for fabrication and installation and is not permitted. Install welded wire fabric in as long lengths as practicable. Lap adjoining pieces at least two full mesh and lace splices with wire. 03010.33 INSTALLATION OF EMBEDDED ITEMS: A. Set and build into work anchorage devices and other embedded items required for other work that is attached to, or supported by, cast -in -place concrete. 0301 �'34/,REPARATION OF FORM SURFACES: 'A. Coat contact surfaces of forms with a form - coating compound before reinforcement is placed. 03?i0,35 CONCRETE PLACEMENT: Comply with American Concrete Institute 304, and herein specified. ,ope- Deposit concrete continuously or in layers of such thickness that no concrete will be placed on concrete which has hardened sufficiently to cause the formation of seams or planes of weakness. 4C. Consolidate placed concrete by mechanical vibrating equipment supplement by hand spading, rodding or tamping (except for slabs). ,0D; . Deposit and consolidate concrete slabs in a continuous operation. ..0E. Bring slab surfaces to correct level with straightedge and strikeoff. Use bull floats or derbies / to smooth surface, free of humps of hollows. de Maintain mesh reinforcing in approximately the middle of slab during concrete placement operations. Ray.7 /91 Page 24 1 01 Protect concrete work from physical damage or reduced strength with could be caused by frost, freezing actions, or low temperatures. Do not use calcium chloride, salt and other materials containing antifreeze agents or chemical accelerators. When hot weather conditions exist that would seriously impair quality and strength of concrete place concrete in compliance with American Concrete Institute 305. FINISH IF FOEFD SURFACES: Concrete surfaces not exposed -to -view in the finish work to have texture imparted by form facing material used, with tie holes and defective areas repaired and patched and fins and other projections exceeding 1/4" in height chipped off. 03019..4 MONOLITHIC SLAB FINISHES; B )0, Apply float finish to monolithic slab surfaces. After screeding, consolidating, and leveling concrete slabs, do not work surface until ready for floating. Begin floating when surface water has disappeared or when concrete has stiffened sufficiently to permit operation or power driven floats. Check and level surface plane to a tolerance not exceeding 1/4" in 10' when tested with a 10' straightedge. Provide 1/2" pitch in 4' -0" diameter of all floor drains. CONCRETE SLAB QURING AND PROTECTI0N A. Protect freshly placed concrete from premature drying and �,. temperatures. excessive cold or hot A. Provide moisture curing by one of the following methods for a period of 7 days. Covering concrete surface with specified absorptive cover, thoroughly saturating cover with water and keeping continuously wet. Covering concrete surfaces with moisture - retaining cover for curing concrete, placed in widest practicable width. Curing compounds in accordance with ASTM C -309 may be used as directed by the Owner. 0301d;Q REMOVAL OF FORM% Arl' Formwork may not be removed in less than 5 days or until concrete has attained sufficient • 1 strength to carry loads. • 0301 0:310 .CONCRETE SURFACE REPAIRS: /� Cut out honeycomb, rock pockets, voids over 1/4" in any dimension, and holes left by tie rods and bolts, down to solid concrete but, in no case to a depth of Tess than 1". Make edges of cuts perpendicular to the concrete surface. Thoroughly clean, dampen with water and brush -coat the area to be patched with specified bonding agent. Place patching mortar after bonding compound has dried. DIVISION 4 MASONRY SSECTIOIf 04200 - UNIT MASONRY 04200.1 GENERAL 04200.11 RELATED DOCUMENTS: A,/ Drawings, specifications, Division 1 and Contract. doe 04200.12 ..S DESCRIPTION OF WORK: g'A. Extent of each type of masonry work is indicated on drawings. 04290'1'3 . JOB CONDITIONS: Protection of work: during erection, cover top of walls with heavy waterproof sheeting at end of each days' work. cover partially completed structures when work is not in progress. 8.�'a, Do not apply concentrated loads for at least 3 days after building masonry walls or columns. eocC Perform the following construction procedures during cold weather while the work is progressing: When air temperature is from 40 degrees F (4 degrees C) to 32 degrees F (0 degrees ;C), heat sand or mixing water to produce mortar ,/ temperatures between 40 degrees F (4 degrees C) and 120 degrees F (49 degrees C). 42. When air temperature is from 32 degrees F (0 degrees C) to 25 degrees F (- 4degrees C), heat sand or water to produce mortar temperature between 40 degrees F (4 degrees C) and 120 degrees F (49 degrees C); maintain temperature of mortar on boards above freezing. When air temperature is from 25 degrees F ( -4 degrees C) to 20 degrees F ( -7 degrees C), heat sand, and mixing water to produce mortar temperatures between 40 degrees F (4 degrees c) and 120 degrees F (49 degrees C); maintain temperature of mortar on boards above freezing; use salamanders or other heat sources on both sides of walls under construction; use wind breaks when wind is in excess of 15 mph. When air temperature is 20 degrees F ( -7 degrees C) and below, heat sand and mixing water to produce mortar temperatures between 40 degrees F (4 degrees C) and 120 degrees F (49 degrees C); provide enclosures and auxiliary heat to maintain air temperature above 32 degrees F (0 degrees C); do not lay units which have a surface temperature of 20 degrees F ( -7 degrees C) or below. Perform the following protections during cold weather for completed masonry and masonry novbeing worked on: When the mean daily air temperature is from 40 degrees F (4 degrees C) to 32 degrees F (0 degrees .C), protect masonry from rain or snow for at least 24 hours by ,�* covering with weather - resistive membrane. �` When mean daily air temperature is from 32 degrees F (0 degrees C) to 25 degrees F ( -4 degrees C), completely cover masonry with weather - resistive membrane for at lease 24 hours war When mean daily air temperature is from 25 degrees F ( -4 degrees C) to 20 degrees F (-7 degrees C), completely cover masonry with insulating blankets or similar protection for at least 24 hours. •.4. When mean daily temperature is 20 degrees F ( -7 degrees C) and below, maintain masonry temperature above 32 degrees F (0 degrees C) for 24 hours using enclosures and supplementary heat, electric heating blankets, infrared lamps, or other acceptable methods. 04200. PRODUCT Rev.7191 Page 26 CP. 7- 21 MASONRY UNITS. GENERAL: Manufacturer: Obtain masonry units from one manufacturer, of uniform texture and color for each kind required, for each continuous area and visually related areas. 04200.2Z, CONCRETE MASONRY UNIT : 6'A. Size: Manufacturer's standard units with nominal face dimensions of 16" long x 8" (15 -5/8" lex 7 -5/8" actual), unless otherwise indicated. ASTM C90. Special Shapes: Provide where required for lintels, corners, jambs, sash, control joints, headers, bonding and other special conditions. ,i001.(' Grade N for general use in exterior walls above and below grade that may or may not be exposed to moisture penetration or the weather, and for interior walls and backup. n . 04200.23,,..- MORTAR MATERIALS: 'A. Portland Cement: ASTM C150, Type 1, except Type 111 may be used for cold weather construction. Provide natural color. or!',, Hydrated Lime: ATM C207, Type S. ,L^':` Aggregates: ASTM C144, except for joints Tess than 1/4" use aggregate graded with 100% passing the No. 16 sieve. Water: Clean, free of deleterious materials which would impair strength or bond. 04200.24 MASONRY ACCESSORIES; X' Provide welded wire reinforcing units prefabricated in straight lengths of not less than 10', with matching corner and tee units. Fabricate from cold -drawn steel wire complying with ASTM A82, with deformed continuous side rods and plain cross -rods, and a unit width of,1- 1)2" to 2" less than thickness of wall or partitions. A. Truss type fabricated with single pair of 9 ga. side rods and 9 ga. continuous diagonal cross -roads spaced not more than 16" o.c. Dur -O -Wail Standard. .,b'. National Wire Products Corporation Standard. of s8. Reinforcing Bars: Deformed steel, ASTM A 615, Grade 60 of the sizes shown. Bond breaker Strips: 15 -lb. asphalt roofing felts complying with ASTM D226, or 15 -Ib. coal- tar roofing felt complying with ASTM D227. . Steel Lintels: Structural steel shapes, plates and bars complying with ASTM A 36. „0E`.'' Insulation: Rigid, closed -cell expanded polystyrene insulation board with integral high density skin; complying with FS -HH 1523, Type 11, Class B. Min. 30 psi compressive strength, K -value 0,0.20; 0.5% maximum water absorption, 2' -0" wide by manufactures standard length. Dow'Chemical U.S.A. "Styrofoam ". 2" W. R. Grace & Co. "Zonolite ". toeF' Insulation Adhesive: Type recommended by insulation manufacturer and complying with fire- . resistance requirements. ogre. Wood Blocking: S4S dressed kiln dried lumber of size as noted on drawings with pressure treatment per rough carpentry section of Division 6 of specifications. ,/11. Furring Strips: 25 gauge galvanized "Z" shape with two parallel legs connected by a center leg (same depth as insulation). 1. United States Gypsum 2. Gold bond Building Products Flashing: Provide concealed fleshings where noted on drawings and as specified. Flashing to be copper bonded to asphalt impregnated cotton fabric both sides. 04200.25 �JIORTAR AND GROUT MIXES: • a'`A. Doanot lower the freezing point of mortar by use of admixtures or anti - freeze agents. Do not use calcium choloride in mortar or grout. B Mortar for unit masonry: Comply with ASTM C270, Proportion Specification, except limit materials to those specified herein, and limit cement /lime ration (by Volume as follows: Ray.7 /91 Page 27 err-- 9 : Type S: Over 1/4 up to 1/2 part lime per part of portland cement. 04ZO 3 EXECUTION 0420v.31 elotre 011: INSTALLATION. GENERAL; Thickness: Build single -wythe walls to the actual thickness of the masonry units, using units of nominal thickness shown or specified. Cut masonry units with motor - driven saw designed to cut masonry with clean sharp, unchipped edges. Cut units as required to provide pattern shown and to fit adjoining work neatly. Use full units without cutting wherever possible. Do not wet concrete masonry units. Frozen Materials and Work: Do not use frozen materials or materials mixed or coated with ice or frost. Do not build on frozen work. Remove and replace masonry work damaged by frost or freezing. Pattern bond: Lay masonry in running bond with vertical joint in each course centered on units in courses above and below. Bond and interlock each course at corners, unless otherwise shown. Lay -up walls plumb and true and with courses level, accurately spaced and coordinated with other work. Stopping and Resuming Work: Rack back 1/2 - masonry unit length in each course; do not tooth. Clean exposed surfaces of set masonry, and remove loose masonry units and mortar prior to laying fresh masonry. As the work progresses, build -in items specified under this and other sections of these specifications. Fill in solidly with masonry around build -in items. Fill space between hollow metal frames and masonry solidly -with mortar. �kb 04200.32 ,,,,MORTAR BEDDING AND JOINTING= • Use Type S mortar for all masonry walls. Mix mortar ingredients for a minimum of five minutes in a mechanical batch mixer. Use water glean and free of deleterious materials which would impair the work. Do not use mortar which has begun to set, or if more than 2-1/2 hours has elapsed since initial mixing. Retemper mortar during 2-1/2 hour period as required to restore workability. Lay hollow concrete masonry units with full mortar coverage on horizontal and vertical face shells; also bed webs in mortar in starting course on footings and foundation walls and in all courses of piers, columns and pilasters, and where adjacent to cells or cavities to be reinforced or to be filled with concrete or grout. Joints: Maintain 3/8" joints and cut flush. 1 42 HORIZONTAL JOINT REINFORCING; Provide continuous horizontal joint reinforcing as shown and specified. Fully embed longitudinal side rods in mortar for their entire length with a minimum cover of 5/8" on exterior side of walls and 1/2" at other locations. Lap reinforcement a minimum of 6" at ends of units. Do not bridge control and expansion joints with reinforcing, as otherwise indicated. Provide continuity at corners and wall intersections by use of prefabricated "L" and "T" sections. Cut and bend units as directed by manufacturer for continuity at returns, offsets, cglumn fireproofing, pipe enclosures and other special conditions. For single -wythe walls, pace reinforcing at 16" o.c. vertically, unless otherwise indicated. Reinforce masonry openings greater than P -0" wide, with horizontal joint reinforcing placed in 2 horizontal joints approximately 8" apart, both immediately above and lintel and below the sill. Extend reinforcing a minimum of 2 " -0" wide, with horizontal joint reinforcing placed in 2 horizontal joints approximately 8" apart, both immediately above the lintel and below the sill. Extend reinforcing a minimum of 2 " -0" beyond jambs of the opening, bridging control joints where provided. R.v.7/91 Page 28 :/ Cyr''`' f/ 212pakel., LINTELS: Install loose lintels of steel where shown. "A. Provide minimum bearing at each Jamb, of 4" for openings less than 4 " -O" wide, 8" for wider openings. Grout solid minimum of three block course (24 ") below all lintel bearing. FURRING AND INSULATION: Install horizontal wood blocking around the base of all locations to receive insulation at the height indicated on the drawings. Anchor to the masonry with power driven fasteners or expansion drives at 12" o.c. Attached metal furring "Z" channels vertically of single piece for full height of wall or maximum possible length. Space 2" - 0" clearance between channels (width of insulation) and anchor with power driven fasteners at 16" o.c. Install supplementary wood blocking at the locations of all finish items to be installed to walls after installation of stucco and as noted on the drawings. Anchor to the masonry with power driven fasteners or expansion drives at 12" o.c. Apply insulation vertically between the "Z" channels of maximum possible lengths. Apply mastic to the back side of insulation per the manufacturers recommendations prior to setting into place. 04200 36+4, +�., CONTROL AND EXPANSION JOINTS: ,t15.' Provide vertical expansion, control and 4salation joints in masonry where shown. Build -in /' related masonry accessory items as the masonry work progresses. 04200.57 ;r'� FLASHING OF MASONRY WORK: : Provide concealed fleshings in masonry work at, or above, all shelf angles, lintels, ledges and other obstructions to the downward flow of water in the wall so as to divert such water,to the exterior. Prepare masonry surfaces smooth and free from projections which could puncture flashing. Place through -wall flashing on bed of mortar and cover with mortar. Seal penetrations in flashing with mastic before covering with mortar. 1. Extend fleshings the full length of lintels and shelf angles and minimum of 4" into masonry each end. Extend flashing from a line 1/2" in from exterior face of outer wythe of masonry, through the outer wythe, turned up a minimum of 4 ", and through is0014 the tiri er rittiiiefiri er ►.ytho to within 1/2" of the interior face of the wall in exposed work. Where interior surface of inner wythe is concealed by furring, carry flashing completely through the inner wythe and turn up approximately 2 ". 042Q0,38/ REPAIR. POINTING AND CLEANING: Pointing: During the tooling of joints, enlarge any voids or holes, except weep holes, and completely fill with mortar. Point -up all joints at corners, openings and adjacent work to provide a neat, uniform appearance, properly prepared for application of caulking or sealant compounds. DIVISION 5 - METALS SECTION 05010 - METAL MATERIALS 05010.1 GENERAL. 05010.11 RELATED DOCUMENTS: A. Drawings, Specifications, Division 1, 1/3 contract. B. Section 03010 for concrete 1/3 masonry steel reinforcement. 05010.12 DESCRIPTION OF WORK: A. Structural steel, bolts, 1/3 welds. 05010.13 DUALITY ASSURANCE: A. Latest AISC codes 1/3 Handbooks aoolv. 05010.2 PRODUCTS: A. Welding to conform with AWS D1.1 -82 of the American Welding Society. B. Rolled sections and plates: ASTM a -36, FY = 36 k.s.i., except where specifically noted on drawings. . C. Structural pipes: ASTM A501, FY = 36 k.s.i., or A53, Grade B, FY = 35 k.s.i. D. Structural tubes: ASTM A500, Grade B, FY = 46 k.s.i. E. Bolts and plain anchors: ASTM A -307 or A36. F. Welding rods: E -70 Series low hydrogen. 05010.3 EXECUTION: A. Expansion bolts in concrete: ICBO approved drilled anchors (Hilts or Ramset). Tighten to manufacturer's specifications. Where expansion bolts are used to connect wood ledgers or plates, provide a minimum 4" x 4" -x 1/4" plate washer to tighten the nut against to set the expander. B. Comply with American Welding Society Standards. All welders shall hold valid certificates and have current experience in the type of weld called for. Certificates shall be those issued by an accepted testing agency. C. The burning of new or enlargement of bolt holes is not permitted. D. Non - bolted connections where the weld symbol is not shown shall be welded at all available areas with the minimum size fillet weld per AISC. E. A testing laboratory shall ultra - sonically test all full penetration welds and 20% of all partial penetration welds. Visually inspect fillet welds. F. Welds indicated with a shop weld symbol may be made in the field with approval of the Structural Engineer through the Architect. G. Minimum embedment of bolts in masonry, grout, or concrete: 8" with a head at the embedded end or 5" with a 3" hook at the embedded end. H. The surfaces of structural steel members which are to be welded shall not be painted until after the welding at the shop Or filed has been completed. I. Where slotted holes for bolts occur, the bolt shall be placed in the center of the slot. J. Structural steel shall be prepared for painting in accordance with AISC Specifications and then painting with a 2 mil dry thickness of rust inhibitor metal primer. Touch -up all surfaces in the field where the paint has been damaged or removed. Do not paint steel which is to be embedded in concrete or covered with spray -on fireproofing. R.v.7/91 Papa 30 DIVISION 6 - WOOD AND PLASTICS SECTION 06100 - ROUGH CARPENTRY 06100,1 GENERAL 06100.11 RELATED DOCUMENTS: A. Drawings, Specifications, Division 1 and Contract. 06100.12, DESCRIPTION OF WORK: A. Rough carpentry includes carpentry work not specified as part of other sections and which is generally not exposed, expect as otherwise indicated. Types of work in this section include rough carpentry for: 1. Wood framing /Glued Laminated Beams. 2. Wood grounds, nailers, blocking and sleepers. 3. Wood furring. 4. Sheathing. 5. Fabricated solid web roof joists. 06100.13, REFERENCES: A. Comply with Product Standard 20 for lumber. B. Comply with Product Standard 1 for plywood or with applicable APA Performance Standard for type of panel indicated. C. Comply with Product Standard 56 for glued laminated timber. D. Comply with National Research Board (NRB) requirements (BOCA, ICBO, & SBCC) for fabricated solid web roof /floor joists. 06100,14 PRODUCT HANDLING: A. Keeping materials dry at all times. Protect against exposure to weather and contact with damp or wet surfaces. 06100.15 JOB CONDITIONS: A. Fit carpentry work to other work; scribe and cope as required for accurate fit. Correlate location of furring, nailers, blocking, grounds and similar supports to allow proper attachment of other work. 06100.2 PRODUCTS 06100.21 MATERIALS: A. Nominal sizes are indicated, except as shown by detail dimensions. 1. Provide dressed lumber, S4S, unless otherwise indicated. 2. Provide seasoned lumber with 19% maximum moisture content at time of dressing. B. For framing (2 x 4, 6 & 8 Interior) provide construction grade Douglas Fir, Western Hemlock or Southern Pine. C. For structural framing (4" & 6" nominal thickness) provide No. 1 Douglas Fir or No. 1 K.D. Southern Yellow Pine with minimum f = 1500 p.s.i. D. For headers, rafters, ledgers, and exterior 2 x 6 walls provide No. 2 Grade Douglas Fir or No. 2 Dense K.D. Southern Pine with minimum f = 1250 p.s.i. E. Plywood panels shall be APA performance - rated panels complying with requirements indicated for grade designation, span rating, exposure durability classification. Identify each panel with appropriate APA trademark. 1. Wall Sheathing: a. Exposure Durability Classification: Exterior. R.v.7 /91 Pag. 31 b. Span Rating: 24/0 (16/0 for curved members). 2. Roof Sheathing: a. Exposure Durability Classification: Exterior b. Span Rating: 32/16. F. Locate termite shield at all exterior walls of 20 gauge sheet metal with a hot -dip zinc coating and mechanically broke to configuration indicated. G. Provide anchorages of size, type, material and finish as indicated. Provide metal hangers and framing anchors of the size and type recommended by the manufacturer. Fasteners in contact with stucco and used with floor plates to have hot -dip zinc coating. H. Building paper to be 15# Asphalt saturated felt, non - perforated for vertical surfaces and 43# Asphalt saturated felt, non - perforated for horizontal and sloped surfaces. I. Glued laminated beams to be constructed of any softwood lumber and meet or exceed Fc = 2400 p.s.i., Fv = 94 p.s.i., Fc (tension face) = 218 p.s.i, Fc (compression face_ = 318 p.s.i. and E = 1,600,000 p.s.i. (U.B.C. 24 F -V3). Waterproof adhesive is to be used and end sealer is to be used by manufacturer. Units shall be manufactured by AITC - licensed firm and shall be industrial grade AITC 110 with a comber of 1/180 of the span. J. Fabricated roof joists shall be constructed of solid lumber or laminated lumber (3 1/2 x 1 1/2 actual size) top and bottom flange with 1/2" structural plywood web. Units shall be designed for structural constraints on drawings with maximum spacing of 24" o.c. 06100.22 W0OD TREATMENT: . A. Where lumber or plywood is indicated 'as "Treated ", or is specified herein to be "Treated ", comply with applicable requirements. Mark each treated item with the AWPB Quality Mark Requirements. 1. Pressure -treat above - ground items with water -borne preservatives complying with AWPB LP -2. After treatment, kiln -dry to a maximum moisture content of 15%. Treat indicated items and the following: a. Wood sills, sleepers, blocking, furring, stripping, and similar concealed members in contact with the floor or foundation. b. Wood curbs, blocking and nailers located above the roof sheathing. B. Glued laminate units shall receive heavy saturation coat of penetrating sealer on all surfaces after fabrication, sanding and end -coat sealing. 06100.3 EXECUTION 06100.31 INSTALLATION:, A. General: 1. Set carpentry work accurately to required levels and lines, with members plumb and true and accurately cut and fitted. 2. Securely attach carpentry work to substate by anchoring and fastening as shown. Countersink nail heads on exposed carpentry work and fill holes. Use common wire nails, except as otherwise indicated. Select fasteners of size that will not penetrate members where opposite side will be exposed to view or will receive finish materials. 8. Stud Framing: 1. Provide stud framing as shown. Provide single bottom plate and double -top. plates 2" thick by width of studs. Nail or anchor plates to supporting construction. 2. Construct corners and intersections with 3 studs. Provide miscellaneous blocking and framing as shown and as required for support of facing materials, fixtures, specialty items and trim. a. Provide continuous horizontal blocking row at mid- height of exterior walls, using 2" thick members of same width as wall or partitions. 3. Frame openings with headers, beams, columns or posts of multiple members of size and quantity as noted on drawings. Set headers and beams on edge and support as Rsv.7 /91 Pape 32 noted by not Tess than width of studs. Extend stud full height of wall at each end of header and beam. a. Headers and posts to be nailed units of wood members. Nails to be of sufficient length to penetrate all members. nail from both sides with two rows of nails on each side and space nails 12" o.c. staggered over lengths. C. Joist Framing: 1. Provide framing of sizes and spacing shown. Install with crown edge up and support ends of each member with joist hangers of 1 1/2" of bearing on wood or metal and /or 3" on masonry where applicable. Do not notch in middle third of joists; limit notches to 1/6 depth of joist, 1/3 at ends. Do not bore holes larger than 1/3 depth of joists or locate closer than 2" from top or bottom. 2. Prefabricated roof joists are to have nQ holes cut through web in field. D. Installation of Plywood: 1. Install roof sheathing with face grain across supports using panels continuous over 2 or more spans with end joints between panels staggered and located over center of supports as noted on shear wall schedule. Provide edge blocking as noted and support of unsupported log edges with "piyclips" elsewhere. Use nails as noted on shear wall schedule. 2. Install wall sheathing vertically with long edges parallel to and centered over studs. Provide solid wood blocking wherever end joints do not bear against framing sills or plates. Stagger horizontal joints. Nail to each support around perimeter at edge, end supports, and at intermediate supports as noted on shear wall schedule. Use nails as noted on shear wall schedule. 3. Allow 1/8" open space between edges and ends of adjacent panels for all sheathing. . Glued Laminated Beams: 1. Install in compliance with AITC 108 "Standard for Heavy timer Construction ". 2. Beams are not to be cut in the field except for fastener drilling and other minor cutting. li4 holes are to be cut thru units in field. F. Miscellaneous Installation: 1. Termite shield to be punched to fit anchor bolt locations and set in a bed of bitumen cement. One layer of #15 building paper shall be applied horizontal to all vertical surfaces to receive a stucco finish. Two layers of #43 building paper shall be applied to all horizontal surfaces to receive a stucco finish. All building paper is to be lapped 4" at edges and ends with nails at 6" o.c. at all studs. DIVISION 6 - WOOD AND PLASTICS SECTION 06192 - PREFABRICATED WOOD TRUSSES 06192.1 glogBAL 06192.11 RELATED DOCUMENTS: A. Drawings, Specifications, Division 1 and Contract. B. Consult drawings for recommended panel configuration and required truss profile with minimum member design. 06192.12 DESCRIPTION OF WORK: A. Prefabricated planar structural units consisting of metal plate connectors and dimension lumber assembled prior to delivery to the job site. Types to include: 1. Cantilever mansard with parapet. 06192.13 QUALITY ASSURANCE: A. The design and fabrication criteria of all wood trusses shall meet with "National Design Specifications for Stress -Grade Lumber and its Fastenings" by National Forest Products Association (latest revision); "Timber Construction Standards" by American Institute of Timber Construction (latest revision) 1 the same as if these specifications and all their references were set out in full herein. B. The fabricator shall be an established firm regularly involved in the engineering and fabrication of the type trusses required and subscribe to Truss Plate institute (T.P.I.) in -plant inspectioi. 06192.14 MINIMUM DESIGN CRITERIA: A. Designs of plates, lumber and configuration to be in accordance with the approved values as accepted by local code authorities. B. Repetitive member stress increase is permitted for trusses 2' -9" O.C. (lumber only). C. Live load design is to be for a minimum 30 P.S.F. (20 P.S.F. where allowed by local code) with greater loading as required by local code authorities. Mechanical equipment Toad is to be additive to live load. D. Spacing indicated on the drawings is to be maintained with design calculations based on 2'- 8" O.C. spacing. E. Duration load increase of 15% maximum for snow conditions is permitted (lumber and connectors inclusive). F. Deflection to be limited to L/240. 06192.15 SUBMITTAL: A. Two copies of the design /shop drawings and structural calculations shall be forwarded to the Region Construction Department for permanent files. The following information is to be noted on the Drawing and calculations. 1. Name, seal and /or registration number of a licensed structural 'engineer. 2. Design and fabrication data. 3. Metal connectors: manufacturer, size, gauge and location. 4. Lumber grading for each member. 5. Pitch, span and spacing of trusses. 6. Design loading and allowable unit stress increases. 7. Tension or compression force for each member. 8. Building size and address. 9. Handling and erection instructions. 06192,2 PRODUCTS Ray.7 /91 Page 34 0192,21, LUMBER: A. All lumber used shall bear a grade -mark stamp indicating type grade, mill and grading agency. All top and bottom chord members of each truss shall have a grade -mark in place upon delivery to the job site. B. Minimum nominal lumber size to be 2 x 6 with top and bottom chords sized larger as required by design. The minimum lumber grading acceptable to be: 1. Top Chord: No. 2 -KD15 - Southern Pine or Douglas Fir - Larch MC15. 2. Bottom chord: No. 2 -KD15 - Southern Pine or Douglas Fir - Larch MC15. 3. Mansard Chords: No. 2 - DK15 - Southern Pine or Douglas Fir - Larch MC15. 4. Web Members: No. 3 SDry 19 - Southern Pine or Douglas Fir - Larch MC19. C. Hem -Fir lumber is not acceptable species of lumber for chords or web members. D. No lumber shall be used that has a slope of grain exceeding the standard 1" slope to 8" run. E. No dead knots shall be accepted in any lumber. 06192,22 CONNECTORS: A. All truss connector plates shall be manufactured from only prime commercial quality galvanized sheet of no less than 20 gauge (0.036 ") thickness which has a minimum yield of 33,000 P.S,I. and a minimum ultimate tensile strength of 48,000 P.S.I. The corrosion resistant coating shall be 1.25 oz. per square foot, commercial class, hot dipped galvanized or equivalent. All connectors shall conform with design specifications for light metal plate connected wood trusses by Truss Plate'Institute. B. Each plate shall bear the stamped name of its manufacturer which shall be the same as the company furnishing the engineered truss design. C. Where field connections of truss sub - assemblies are necessary, special nail on splice plates are acceptable, providing the plate sizes and positions are shown on the truss engineering design as approved by the truss plate manufacturer. 06192.23 FASTENERS AND ANCHORAGES: A. Provide size and type of nails, screws, bolts, nuts, washers and anchoring devices as noted on the drawings. 06192,24 FABRICATION: A. All truss members shall be accurately cut to length, angle and true to line to assure tight joints for finished truss. B. Connector Plates shall be simultaneously pressed into each side of the joints using a minimum vertical pressure of 50 tons while all truss members are tightly clamped to special jigs. C. No open joints which depend on stiffness of the metal connector plate to transmit stresses not improper fitting joints will be allowed. D. No wane or knotts shall enter the joint or connection under the nail plate. E. No more than one (1) live knot of a size specified and conforming to the proper grade mark will be accepted in total between the two members jointed at a single connection. F. Each truss shall be permanently stamped with the name and address of the truss fabricator. G. Each truss shall be clearly marked and /or flagged indicating points of pick -up. H. All trusses shall be banded together for shipment. To the job site. I. Multiple trusses of two units shall be nailed together from both sides with two rows of nails on each side of top, bottom and mansard chord spaced 12" o.c. staggered over length and one row at 12" o.c. each side of web members. J. Multiple trusses of three units shall be bolted together with 1/2" M.B. at 24" o.c. for top, bottom and mansard chord and one each web. 06192.3 EXECUTION 06192.31 STORING OF TRUSSES: R.v.7 /81 Page 35 A. Trusses stored prior to erection shall be set in vertical position with support at final bearing points and braced to eliminate unusual bracing or tipping over. B. All banding placed on trusses at the fabricator's plant shall remain intact until installation. 06192.32 INSTAL • TION OF TRUSSES: A. Trusses shall be lifted in the vertical position with extreme care being taken to eliminate horizontal bending which would damage truss integrity. B. A spreader bar shall be used to lift the truss with the minimum length being one -half the truss length. sling lines shall connect vertically downward from the two ends and the mid -point of the spreader bar providing a three point pick -up. C. Installation of the trusses shall be completed by experienced craftsmen following suggested guidelines of the fabricator. Anchorage indicated on the drawing shall be completed as the truss installation progresses. . Trusses shall be installed straight and plumb using a string line between supports and a level at each bracing and bearing location to assure accuracy. E. Temporary top chord lateral bracing shall be 2 x 4's laid flat at quarter points along the length of the truss. Removal of the temporary bracing shall progress with the installation of the permanent sheathing. F. Permanent bottom chord lateral bracing shall be 2 x 4 laid flat at locations indicated on the drawings. The bottom bracing is to be laid perpendicular to the plane of the truss and installed on the top of the bottom chord with 2 -16D nails at each truss. G. Concentrated loads shall not be set atop the trusses until the completion of the permanent equipment shall not be placed on the roof until the installation and final nailing of the entire roof sheathing has been completed. DIVISION 6 - WOOD AND PLASTICS SECTION 06200 - FINISH CARPENTRY 06200.1 GENERAL, 06200.11 RELATED DOCUMENTS: A. Drawings, Specifications , Division 1 and Contract. 06200.12 DESCRIPTION OF WORK: A. Finish carpentry includes carpentry work which is exposed to view, and is non - structural. Types of finish carpentry work in this section include: 1. Exterior trim. 2. Plywood siding. 3. Plastic laminated countertops and backsplashes. 4. Wood shelving and cabinets. 5. Prefinished paneling. 06200.1a PRODUCT DELIVERY, STORAGE AND HANDLINGL A. Protect finish carpentry materials during transit, delivery, storage, and handling. 06200.14 JOB CONDITIONS: A. Installation of interior finish carpentry materials shall not be started until the building is weathertight and wet work has been completed in installation areas. B. Installation of all finish carpentry materials shall be done so as the coordinate with application of finishes without undo exposure. 06200.2 PRODUCTS 06200.22 MATERIALS A. Nominal sizes are indicated, except as shown by detailed dimensions. Provide dressed or worked and dressed lumber. B. Provide kiln -dried lumber having a moisture content not greater than values required by the applicable grading rules. C. Exterior trim to be "C Select" (IWP- Choice) S4S Douglas Fir or Southern Pine. D. Exterior plywood to be fir, special exterior grade with all heartwood face veneer and rough sawn texture (APA 303 siding). E. Shelving material: 1. A -A interior grade Douglas Fir plywood with solid wood edge band (exposed edges). 2. "Clear" S4S Douglas Fir or Southern Pine. F. Countertops and Backsplashes: 1. Interior grade plywood or 45# particle board of minimum 3/4" thickness. 2. .039" thick, General Purpose Type (high- pressure) plastic laminate with Glossometer rating lengthwise of 6 + -2. 3. Fabricate countertops and backsplashes as single units. G. Prefinished Paneling: 1. Fiberglass reinforced polyester panels 1/8" thick with pebble grained finish and matching PVC moldings. H. Provide nails, screws and other anchoring devices of the proper type, size, material and finish for application indicated to provide secure attachment, concealed where possible. 06200.3 EXECUTION R.v.7 /91 Page 37 06200.31 INSTALLATION A. Discard units of material which are unsound, warped, bowed, twisted, or too small to fabricate work. B. Install the work plumb, level, true and straight with no distortion. Shim as required using concealed shims, Install to a tolerance of 1/8" in 8' -0" for plumb and level countertops. C. Scribe and cut work to fit adjoining work, and refinish cut surfaces or repair damaged finish at cuts. D. Install trim with minimum number of joints possible, using full - length pieces. Stagger joints in adjacent and related members. Cope at returns, miter at corners and use scarf joints for end - to -end joints. Anchor finish carpentry work to blocking with countersunk, concealed fasteners and blind nailing as required for a complete installation. Use fine finishing nails for exposed nailings, countersunk and filled flush with finished surface. Install prefinished paneling in accordance with manufacturer's instructions using the manufacturer's adhesive, clips and suggested nailing. Install division, corner and edge moldings as supplied by paneling manufacturer for color and design of paneling. Anchor countertops securely to base units and other support systems using concealed screws. Seal joint between backsplashes and vertical/horizontal surfaces with continuous silicone rubber sealant. Q 2 A. Repair or replace damaged and defective finish carpentry work wherever possible to eliminate defects functionally and visually. B. Clean finish carpentry work on exposed and semi- exposed surfaces. Touch -up shop - applied finishes to restore damaged or soiled areas. D TM N I 1 1 .N R. DIVISION 7 - THERMAL AND MOISTURE PROTECTION SECTION 07200 - INSULATION 07200.1 GENERAL 87200.11 RELATED DOCUMENTS:, A. Drawings, Specifications Division 1 and Contract. 07200.12 DESCRIPTION OF WORK: A. Extent of insulation work is shown on drawings, be generic names or by abbreviations. Applications of insulation specified include the following: 1. Foundation wall insulation. 2. Blanket -type building insulation. 07200.13 PRODUCT HANDLING: A. Do not allow insulation materials to become wet, soiled, or covered with ice or snow. Comply with manufacturer's recommendations for handling, storage and protection during installation. 07200.2 PRODUCT 07200.21 MATERIALS: A. Rigid insulation to be extruded polystyrene plastic board insulation with integral high density skin; minimum 30 p.s.i, compressive strength; k -value of 0.20; 0.1% maximum water absorption; manufacturer's standard lengths and widths. 1. "Styrofoam SM" by Dow Chemical U.S.A. 2. U.C. Industries "Foamular 400 ". B. Mineral /glass fiber blanket /batt• insulation to be inorganic fibers formed into flexible resilient blankets; density as indicated, but 1.0 pound minimum; k -value of 0.27; manufacturer's standard lengths and widths as required to coordinate with spaces to be insulated; Type III, reflective aluminum foil facing with integral nailing flanges, flame spread rating of 25; R =19. 07200.3 EXECUTION 07200.31 INSPECTION: A. Installer must examine substrate and condition under which insulation work is to be performed and must notify contractor of unsatisfactory conditions. 07200.32 INSTALLATION: A. General: 1. Comply with manufacturer's instructions for particular conditions of installation in each case. 2. Extend insulation full thickness as shown over entire area to be insulated. Cut and fit tightly around obstructions, and fill voids with insulation. 3. Apply a single layer of insulation of required thickness, unless otherwise shown. B. Perimeter Insulation: 1. Set units in accordance with manufacturer's instructions, C. General Building Insulation: 1. Apply insulation units to substrate complying with manufacturer's recommendations to provide permanent placement and support. R.v.7/91 Page 39 2. Set vapor barrier to warm side of construction. Do not obstruct ventilation spaces, except for firestopping. 3. Provide continuous support of insulation to maintain position between trusses at to top chord elevation. OPTIONAL SYNTHETIC FINISH SYSTEM SECTION 07240 = EXTERIOR INSULATION AND FINISH SYSTEM 07240,1 GENERAL 07240.11 DESCRIPTION AND SCOPE A. Provide all labor, material and equipment necessary to install the field applied finish system. B. Description of system The System: an exterior insulation and finish system consisting of adhesive mixture, insulation board, reinforcing mesh and field applied finish. C. Definitions: 1. Trained applicator /contractor: The applicator /contractor that applies the system to the substrate. 2. Adhesive: An acrylic -based product . 3. Insulation Board: Expanded polystyrene insulation board. 4. Reinforcing Mesh: A glass fiber used to strengthen the base coat. 5. Finish: A factory- mixed; trowel, or in certain instances, sprayed applied, synthetic plaster; with integral color, and available in a variety of texture types, which is applied to the outside surface of base coat. 07240.12 QUALITY ASSURANCE A. Qualifications: 1. Manufacturer shall have marketed exterior insulation and finish system in the United States for at least 5 years. Shall have completed projects of the same building type, size and substrate type as this project. B. Design and Detailing: 1. General: at all location the insulation board shall be completely encapsulated by the lamina or substrate. 2. Substrates: sound, unpainted exterior grade plywood. 3. Expansion joints: where the system abuts other materials. 07240.13 SUBMITTALS A. Samples - two 2'x4' samples of the system mounted on exterior grade plywood sheathing of each finish, texture and color, used on the project, shall be submitted to the architect. Each sample shall be prepared using the same tools and techniques proposed for the actual insulation by the applicator /contractor. 07240.14 JOB CONDITIONS A. The material shall not be applied to substrates that are at a temperature of 40 degrees F or less. 07240.15 LIMITED WARRANTY A. Upon request, the manufacturer shall offer a 5 year limited warranty for materials. 07240.2 PDUCTS 07240.21 GENERAL A. All component of the system shall be obtained from the manufacturer or it's authorized distributors. The approved component manufacturer of the system shall be Drvvit System. Ing, Approved applicator /contractor shall have been trained and currently certified by the manufacturer. R.v.7 /91 Page 41 07240.22 MATERIALS A. Adhesive: 1. The bond strength to plywood shall meet or exceed 50 psi when tested per ASTM D- 897. B. insulation Board: 1. Shall be manufacturer approved. 2. Shall meet current Dryvit System, Inc. specifications for molded expanded polystyrene insulation board. C. Dryvit detail reinforcing mesh: 1. Shall be supplied by Dryvit System, Inc. D. Dryvit Finish: 1. Shall be as manufactured by Dryvit Systems, Inc. 2. Shall be factory mixed, 100% pure acrylic based and contain integral color and texture. 3. Shall be sandblast finish and final texture shall be determined by application technique. E. Dryvit System /Fire Test: 1. The Dryvit System shall have been tested by: the modified ASTM E -108 method (diversified fire test) with the results listed: a) Test conditions: Dryvit panels placed vertically in a test frame using the ASTM -E -108 apparatus. F. Sheathing: 1. Plywood shall be 1/2" thick, min., 4 -ply APA exposure 1 or ext grade C -D or better. The C or better side shall be in contact with the adhesive. G. Sealant Systems: 1. Refer to Dryvit Systems, Inc. 's current bulletin no. 117 for listing of sealants. 07240.23 MIXING AND PREPARATION A. Primus /Adhesive: 1. Shall be stirred to obtain a homogeneous consistency using a goldblast jiffler mixer #15311H7, powered by a 1/2" drill at 400 -500 RPM. B. Adeps Adhesive: 1. No mixing required. Water should not be added. 07240.3 EXECUTION 07240,31 INSPECTION A. Examination of substrate: applicator shall inspect the substrate to insure that it is free of all foreign materials which would affect the adhesion of the system. 07240.32 INSTALLATION A. Dryvit insulation board: 1. Shall be applied to the substrate surface starting from the bottom and supported by permanent or temporary means. 2. Shall be staggered and interlocked at corners. B. Dryvit Finish: Sandblast 1. The insulation board, reinforced base coat and finish shall be applied In strict accordance with Dryvit outsulation system. 2. Color: see Taco Bell plan sheet #A7, exterior elevations. DIVISION 7 - THERMAL AND MOISTURE PROTECTION SECTION 07310 - }ROOFING TILES Ray.7 /81 Pag. 42 97310.1 GENERAL, 07310.11 RELATED DOCUMENTS: A. Drawings, Specifications Division 1 and Contract. B. See Section 06100 for building paper. 07310.12 DESCRIPTION OF WORK: A. Extent of tiles is shown on drawing and is hereby defined to include units employed as weather protection for walls as well as for roofs. Types of tile applications specified include: 1. Concrete roofing tiles. QM= JOB CONDITIONS: A. Proceed with tiling work only after substrate construction and penetrating work have been completed. B. Proceed with tiling work only when weather conditions are in compliance with manufacturer's recommendations and when substrate is completely dry. 07310.2 PRODUCTS 07310.21 MATERIALS: CONCRETE TILE ROOFI NG ,. A. Extruded concrete tiles and tile fittings (ridge, top Barrel in terra cotta as manufactured by Lifetile. 1. Contractor may obtain pricing from Lifetile: Alternate "S" tile from Monier Tile: filler, eave closure, etc.) shall be Double (714) 822 -4407 In CA (813) 676 -9405 in FL (713) 371 -2634 in TX (714) 737 -3888 in CA (301) 335 -8822 in MD B. Asphalt - saturated felt to be 43 pound. C. Nails for tiles and cleats to be 11 gauge copper ring shank nail in penetration. Nails for felt to be hot - dipped zinc - coated 11 or 12 minimum 3/8" diameter head, sharp pointed conventional roofing nails, sheathing. D. Plastic cement for gable rakes to be non - running, heavy body plastic asbestos fibers, asphalt and other mineral ingredients. E. Provide 1" nominal treated wood battens and ridge stringers. F. Provide galvanized sheet metal flashing at vertical walls and fascia top. 07310.3 EXECUTION length to give proper gauge barbed shank, in length to penetrate cement composed of 07310,31 INSPECTION:, A. Installer of tiles must examine substrate and conditions under which tile performed and must notify Contractor of unsatisfactory conditions. work is to be 07301.32 PREPARATION OF SUBSTRATE: A. Coordinate installation of tiles with flashing and other adjoining work to insure proper sequencing. 07310,33 INSTALLATION: A. Comply with instruction and recommendations of tile manufacturer, except to extend more stringent requirements are indicated. B. Apply one layer of felt, over entire surface parallel to ground level. Lap succeeding course vertical 6" minimum and roll ends (horizontally) 2 -1/2 minimum. Fasten all edges with nails at 6" centers. H.v.7/91 Page 43 C. Install Flashing at intersection of tile roofing and vertical walls. Extend flashing 8" minimum. 1. Install flashing at eave. Extend flashing 12" minimum up mansard over roofing felt and down over fascia face 2" minimum. D. Chaulk horizontal on felt to guide application of battens and tiles for an installation that is weather tight and of good architectural appearance. 1. Lay tile to straight lines parallel to ground level. Lap tile 3" minimum vertically so that exposure length does not exceed 1/4" variation from average. full tiles shall be used for all courses with tile lap, varying and required. . Fasten each tile with 1,2, or 3 nails as required in each tile or fitting. Fasten tiles overlapping flashing with cooper wire nails and cement. Cement gable rakes, top fixtures, and eave closures to field tiles and fasten with nails. Cement ridges in laps and where they rest on roof tiles. 97310,34 aaBANTEE: A. Installer and Contractor shall guarantee in writing, unconditionally, for a period of two (2) years from date of acceptance of the work, all work to be watertight and free from leaks. DIVISION 7 - THERMAL MOISTURE PROTECTION SECTION 07510 - BUILT -UP ROOFING SYSTEM 07510.1 GENERAL 07510.00 RELATED DOCUMENTS A. Drawings, Specification Division I and Contract. 07510,12 DESCRIPTION OF WORK A. Remove from building and premises existing system. B. Repair and replace decking as needed. C. Install built -up roofing system and base fleshings. D. Install necessary sheet metal fleshings, pipe and conduit fleshings, pitch pans and other items as necessary of the roofing system. 07510,13 QUALITY ASSURANCE A. The roofing contractor shall be an Owens- Corning Certified Roofing Contractor at the time of bidding. B. Provide roof covering materials bearing UL labels with fire exposure 'Class A'. . 07510,14 PRODUCT HANDLING A. Handle and store roofing system installation only when weather conditions are in accordance with requirements and recommendations of manufacturer of primary roofing system materials. B. When adverse weather conditions or other conditions make roofing system installation unadvisable, and other work must not be delayed by roofing delay (as determined by the Contractor), provide temporary roofing. 1. Apply paper slip sheet then two(2) piles of Perma Ply #28 with inter -ply mopping and coating of Permamop asphalt. Anchor to substrate so as to provide adequate (temporary) anchorage and facilities removal and clean -up. 2. Remove temporary roofing (completely) immediately before installation of permanent roofing system. 07510.16 WARRANTIES /GUARANTIES A, Submit two (2) executed copies of a 5 year "Roofing Guaranty ", covering work of this section , signed and countersigned by installer (roofer) and Contractor. Date of warranty is the date of acceptance of the work by the Owner. Provide Owens- Corning Fiberglas limited product warranty for a period of ten years. Provide as an option, Owens - CorningFiberglas material and labor guaranty for a period of ten years. The guaranty should have an unlimited penal sum of condition from the manufacturer. 07510.17, DEMOLITION A. Throughout the demolition work, existing areas and facilities must remain in normal operation and will be protected from the construction damage. B. Existing roof drains will remain in their present locations and will receive new clamping rings, lead and strainers as required for first quality reroofing installation. C. No matter shall be dropped from any height. Matter will be lowered through rubbish chutes or by means of hoists. D. Existing mechanical equipment, mechanical supports, vents, pipes and conduit no longer in service should be removed from the roof. This would take place at the direction of the building owner of his representative. 07510.2 PRODUCTS Ray.7 /91 Paps 45 07510,21 MEMBRANE MATERIALS A. Slip sheet to be red rosen -sized paper, 5 pounds per square. B. PIy sheet shall be Perma Ply R, asphalt - impregnated continuous strand glass fiber mat complying with ASTM D2178, Type VI, Tables 1 & 2. C. Base ply to be Perma PIy #28, asphalt- coated heavy- weight glass fiber base sheet complying with ASTM D4601, Type II. D. Cap sheet to be Perma Cap, heavy - weight glass fiber mat with asphalt coating and factory applied opaque mineral granules (white), complying with ASTM D3909. E. Bitumen to be PermaMop modified asphalt complying with the latest revision of ASTM specification as follows: - PermaMop manufactured by Trumbull Asphalt - Properties Min Mag Test Methods Weathering cycles 175 ASTM D529° Application Temp. • • (F) Typical (125 cps) 345 395 ASTM 04402 Softening Point ( F) 210 225 ASTM D36 Flash Point ( F) 252 625 ASTM D92 Penetration, dmm @ 32(F) @ 77(F) @ 115(F) 6 15 35 90 Ductility @ 77 cm 6.0 ASTM D5 ASTM D5 ASTM D5 ASTM D113 07510.22 EDGE PENETRATION MATERIALS A. Asphalt flashing cement conforming to ASTM D2822 Type I or II. B. Preformed edge strips to be asphalt - impregnated organic fiber insulation units, molded to for 3-1/2" x 3-1/2" x 45 degrees can't strips. 07510.23 SHEET METAL ACCESSORY MATERIALS A. Zinc - coated steel to be hot -dip galvanized; 0.0359" thick (20 gauge), except as otherwise indicated. 07510.24 MISCELLANEOUS MATERIALS A. Comply with requirements of "Carpentry" section of these specifications for nailers and other wood members. B. Provide either 1" diameter nail heads or 1 -3/8" diameter by 30 gauge steel metal caps for nails used to hold sheets (felts) of roofing. 07510.25 FABRICATION OF SHEET METAL ACCESSORIES A. Conform work with details shown, and with "Architectural Sheet Manual" by Sheet Metal and Air Conditioning Contractors National Association. B. Prefabricate units as indicated , or provide standard manufactured units complying withrequirements; fabricate from sheet metal indicated. C. Provide 4" wide flanges for setting on membrane w /concealment by composition stripping 17312.1 EXECUTION Rev.7 /81 Page 46 07510,31 GENERAL INSTALLATIQN REOUIREMENTa A. The application on any part of the roofing system shall not be started until after all other trades have completed work which will require them and their equipment to traverse the deck. B. The application of the new roofing system shall not proceed until all unsatisfactory deck conditions have been corrected and approved by the owner. C. Prior to the beginning of roofing operations, all deck surfaces shall be swept free of dust, dirt, debris, and kept clean of foreign material and obstruction other than roofers tools and equipment. No roofing operations shall be conducted when water in any form is present on the deck such as rain or dew. D. Any part of the roofing shall be applied unless correct asphalt application temperatures can be maintained. Asphalt shall be 345 F - 395 F at the point of application. Equipment used for heating asphalt shall be equipped with accurate and clearly visible thermometer. E. No more application of roofing shall be undertaken than can be completed within the same day. F. At the end of each day, the finished portion of the roofing system completed that day shall be edge sealed with fabric or Perma Ply #28 felt set into hot bitumen. Edge seals shall be removed prior to the start of the next day's work. G. Roofing work shall be undertaken in dry weather only and without threats of immediate inclement weather. It shall be the roofing contractor's responsibility to keep the building water -tight each day as the work progresses. H. Materials handling equipment shall be selected and operated so as not to damage the existing construction of applied roofing materials. Soft rubber and inflatable tires only shall be permissible. No foot traffic will be allowed on recently applied roofing. 07510.32 MEMBRANE INSTALLATION A. The Roofing Assembly shall be: Owens- Corning Fiberglas Specification 43E -NC B. Application of Base PIv: Apply red rosin slip sheet with 2" side laps. Apply Perma Ply #28 base with 2" side and end laps. Mechanically secure 9" o.c. at side Zaps and 18" o.c. two lines 12" from each edge. C. Application of Piles: Embed three piles of Perma PIy -R shingle fashion (starter sheets required), lapping 24 2/3" into uniform solid moppings of hot PermaMop asphalt, using a nominal 25 lbs. /100 feet per ply. Starter piles should be cut to dimensions so as to preclude coincident side laps to the base ply. D. Application of Surfacing;, Embed Perma Cap in a 25 Ib, mopping of hot PermaMop asphalt with 2" side Zaps and end laps. If no selvedge cap sheet used lap minimum of 4 ". Cut in 12' to 18' lengths. 07510.33 FLASHING SYSTEM A. Base fleshings shall consist of 2 piles of Perma Ply -R and 1 ply of Perma Cap embeded in PermaMop. Roofing field piles should extend 2" above the top of the cant. Fleshings shall be installed over primed concrete or base sheet nailed 9" o.c. on wood wall and extend a minimum of 4" onto field. Base fleshings should extend a minimum of 8" above roof surface and should not exceed 14 ". B. Install metal counter flashing having a minimum 3" face with a drip lip to prevent water migration at nails or between wall and fleshings. Caulk top edge of all metal. C. Cant strips shall be installed at vertical intersections with the roof deck, including parapet walls, exterior building walls for lower roof areas and equipment curbs. D. Metal flanges to be used in conjunction with roofing 'shall be staggered to wood roof deck. Metal flanges shall be set on top of the completed built -up roofing membrane assembly. E. Stacks shall have metal sleeve fleshings 6" high. F. Bitumen traps for brackets, supports, etc. shall have a minimum 4" height metal sleeve. Ray.7 /91 Page 47 G. All equipment shall be set on properly constructed 4x4 wood sleepers covered with seamless 24 gauge galvanized sheet metal. H. •AII drains to include a minimum of 30" square 4 Ib. lead sheet. Metal shall be primed on both sides and allowed to dry prior to embedment in flashing cement. L Parapet walls to be covered using the following method. Mechanically fasten base ply using "scatter nail method" from top of parapet down to metal counter flashing. Embed one ply of Parma Ply R in hot PermaMop onto base ply, cover with Perma Cap embed in hot PermaMop using strapping method. Nail through wall water proofing plies with large head nails a maximum of 6" o.c. at top of parapet wall. 07510.34 ROOFING ACCESSORY INSTALLATIONS A. Install accessory items where shown of specified, complying with combined instructions and recommendations of accessory manufacture and primary roofing materials manufacturer. B. Locate and place sheet metal items plumb, level and in proper alignment with adjacent work. C. Form tight joints with exposed connections accurately fitted together. Provide reveals and . openings for sealants and joint fillers. D. Anchor flanges to substrate at corners and a minimum of 4" o.c. along the length. E. Provide gaskets, sealant and fillers as the work progresses to make the installations weathertight and sealed. 07510.36 PROTECTION A. The installer of roofing shall advise Contractor of recommended protection during remainder of construction period. DIVISION 7 - THERMAL AND MOISTURE PROTECTION SECTION 07600 - SHEET METAL AND ROOF ACCESSORIES 07600.1 GENERAL, 07600.11 RELATED DOCUMENTS: A. Drawings, Specifications Division 1, and Contract. B. See Section 06100 for termite shield. C. See Drawings for roof hatch. 07600.12 DESCRIPTION OF WORK: A. The extent of each type of roof accessories and sheet metal work is indicated on the drawings and by provisions of this section with the following work specified herein: 1. Metal wall cap. 2. Gravel Stops. 3. Fascia Cap Flashing. 07600.13 JOB CONDITIONS: A. Coordinate work with interfacing and, adjoining work for proper sequencing of each installation. 07600.2 PRODUCTS 07600.21 SHEET METAL MATERIALS: A. Zinc - coated steel to be commercial quality with 0.20% cooper, hot -dip galvanized; 0.0359" thick (20 gauge) except as otherwise indicated. B. Matic sealant to be polyisobutylene; nonhardening, nonskinning, nondrying, nonmigrating sealant. C. Provide sheet metal clips, straps, anchoring devices and similar accessory units as required for installation of work, matching or compatible with material being installed. 70 600.22 FABRICATED UNITS:. A. Shop - fabricated work to greatest extent possible. Comply with details shown, and with applicable requirements of Sheet Metal and Air Conditioning Contractors National Association "Architectural Sheet Metal Manual ". Fabricate for waterproof and weather - resistant performance; with expansion provisions for running work. Form work to fit substrates. Form exposed sheet metal work without excessive oil- canning, buckling and tool marks, true to line and levels as indicated, with exposed edges folded back to form hems. B. Fabricate nonmoving seams in sheet metal with flat -lock seams. Tin edges to be seamed, form seams and solder. C. Non - expansion type joints are to provide for proper installation of elastomeric sealant. D. Provide for separation of metal from noncompatible metal or corrosive substrates by coating concealed surfaces to location of contact, with bituminois coating or other permanent separation. E. Wall cap is to be a snapped in place system with concealed clips at a maximum of 32" O.C. 1. Provide a minimum 12" long joint plate at all splices. 2. Corners and ends are to be shop fabricated and have a minimum leg. 07600,3 EXECUTION 07600.31 INSTAL LATION REQUIREMENTS: R.v.7/91 Pap 49 A. Comply with manufacture's installation instruction and recommendations, and with Sheet Metal and Air Condition Contractors National Association "Architectural Sheet Metal Manual ". Anchor units of work securely in place, providing for thermal expansion of metal units; conceal fasteners where possible, and set units true to line and level. Install work with laps, joints and seams which will be permanently watertight and weatherproof. B. Cap fleshings are to be set in a thick bead of mastic sealant at all splice plates. 07600,3Z A, CLEANING AND PROTECTIQN; Clean exposed metal surfaces, removing substances which might cause corrosion of metal or deterioration of finishes. DIVISION 7 - THERMAL AND MOISTURE PROTECTION SECTION 07900 - JOINT SEALERS 07900.1 GENERAL 07900.11 RELATED DOCUMENTS: A. Drawings, Specifications, Division 1, and Contract. 07900.12 DESCRIPTION OF WORK: A. The applications for joint sealers includes the following: 1. Expansion joints. 2. Caulking compounds. 07900,13 JOB CONDITIONS: A. Do not proceed with installation of liquid sealants under unfavorable weather conditions, as recommended by manufacturer for installation. 07900.2 I:INDUCTS 07900.21 MATERIALS: A. Provide colors indicated or, if not otherwise indicated, as selected by Owner's Representative from manufacturer's standard colors. Select materials for compatibility with joint surfaces as recommended by manufacturer for each application indicated. B. Silicone rubber sealant to be silicone rubber- based, one -part elastomeric sealant, recommended by manufacturer for exterior joints. C. Expansion joint to be one of the following: 1. Resilient and non - extruding type premolded cork units. 2. Resilient and non - extruding type premoled bituminous impregnated fiber board units. D. Sealant backer road to be compressible rod stock of flexible, permanent, durable nonabsorptive material as recommended by sealant manufacturer for compatibility with sealant. 07900.3, EXECUTION 07900.31 MANUFACTURER'S INSTRUCTIONS: A. Comply with manufacturer's printed instructions except where more stringent requirements are shown or specified. 07900.32 JOINT PREPARATION: A. Clean joint surfaces immediately before installation of sealant or caulking compound. Where required on masonry construction etch concrete and masonry joint surfaces as recommended by sealant manufacturer. B. Prime or seal joint surfaces where indicated, and where recommended by sealant manufacturer. 07900.33 INSTALLATION: A. Set joint filler units at proper depth or position in joint to coordinate with other work, including installation of backer rods and sealants. B. Install sealant backer road for liquid elastomeric sealants as recommended by sealant manufacturer for application indicated. C. Employ only proven installation techniques, which will ensure that sealants are deposited without gaps or air pockets, with complete "wetting: of joint fill sealant rabbet to a slightly R.v.7/91 P.Q. 51 concave surface. Where horizontal joints are between a horizontal surface and vertical surface, fill joint to form a slight cove, so that joint will not trap moisture. D. Install sealant to depths recommended by sealant manufacturer. E. Do not allow sealants or compounds to overflow or spill onto 'adjoining surfaces. Clean Adjoining surfaces by whatever means may be necessary to eliminate evidence of spillage. 07900.34 CURE AND PROTECTION: A. Cure sealants and caulking compounds in compliance with manufacturer's instructions and recommendations. DIVISION 8 - DOORS AND WINDOWS SECTION 08100 - STEEL DOORS AND FRAMES 08100.1 GENERAL, 08100.11 RELATED DOCUMENTS; A. Drawings, Specifications Division 1 and Contract. B. See Drawings for extent of doors and frames to be furnished by owner and installed by c contractor. 08100,12 DESCRIPTION OF WORK: A. Extent of standard steel doors and frames is shown and scheduled on drawings. 08100,13, QUALITY ASSURANCE: A. Provide doors and frames complying with Steel Door Institute "Recommended Specifications: Standard Steel Doors and Frames ". B. Provide standard steel doors and frames by one of the following: 1, Amweld Building Products Division 2. Ceco Corporation 3. SteelCraft Manufacturing Company 08100.14 DELIVERY, STORAGE, AND HANDLING: A. Deliver hollow metal work cartoned or crated to provide protection during transit and job storage. B. Store doors and frames at building site under cover in vertical position. Place units on wood sills and provide spacers between each unit. 08100.2 PRODUCTS 08100,21 MATERIALS: A. Hot - rolled steel sheets and strip to be commercial quality carbon steel, pickled and oiled. B. Cold- rolled steel sheets to be commercial quality carbon steel. C. Galvanized steel sheets to be zinc- coated carbon steel sheets of commercial quality. D. Fabricate supports and anchors of not less than 18 gauge galvanized sheet steel. E. Inserts, bolts, and fasteners to be manufacturer's standard units except hot -dip galvanize items to be built into exterior walls. F. Shop applied primer to be rust inhibitive enamel or paint suitable as a base for specified finish paints. 08100.22 FABRICATION: A. General: 1. Fabricate steel door and frame units to be rigid, neat in appearance and free from defects, warp or buckle. 2. Fabricate exposed faces of doors and panels from only cold - rolled steel. 3. Fabricate frames, concealed stiffeners, reinforcement, and edge channels, from either cold - rolled or hot - rolled steel (at fabricator's option). 4. Fabricate exterior doors, panels, and frames from galvanized sheet steel. Close top and bottom edges of doors with flush channel as integral part of door construction. 5. Unless otherwise indicated, provide countersunk flat Phillips heads for exposed screws and bolts. B. Finish Hardware Preparation: Rev.7 /91 Page 63 1. Prepare doors and frames to receive mortised and concealed finish hardware in accordance with finish hardware. 2. Reinforce doors and frames to receive surface - applied hardware. Drilling and tapping for surface - applied finish hardware may be done at project site. 3. Locate finish hardware in accordance with "Recommended Locations for Builder's HardwareTM, published by Door and Hardware Institute and local codes. C. Shop Painting: 1. Clean, treat and paint exposed surfaces of steel door and frame units, including galvanized surfaces. 08100.23 STANDARD STEEL DOORS: A. Provide metal doors equal to Ceco Regent for full flush type design with 16 gauge skins and stiffened with on -piece resin - impregnated full honeycomb core. Top and bottom channels are to be flush. 08100.24 STANDARD STEEL FRAMES: A. Provide 16 gauge metal frames for doors and other openings, of sizes as shown on drawings with concealed fastenings, unless otherwise show. 1. Fabricate frames with mitered corners, welded construction for exterior applications and knocked -down for field assembly at interior applications. Ship welded frames to site with removable steel spregde f at bottom which is not to be removed until completion of wall construction; B. Form exterior frames of hot -dip galvanized steel. C. Provide two (2) silencers on strick jambs of single -swing frames. 08100.3, EXECUTION 08100.31 INSPECTION: A. Installer must examine substrate and conditions under which steel doors and frames are to be installed and must notify Contractor of any conditions detrimental to proper and timely completion of work. 08100.32 INSTALLATION: A. Install standard steel doors, frames, and accessories in accordance with manufacturer's data, and as herein specified. B. Placing Frames: 1. Comply with provisions of "Recommended Erection Instructions for Steel FramesTM, unless otherwise indicated. 2. Place frames prior to construction of enclosing walls and ceilings. Set frames accurately in position, plumbed, aligned, and braced securely until permanent anchors are set. a. Locate three (3) concealed wall anchors of proper design for wall condition per jamb, one each at hinge and strike levels. Also provide angle floor clip for each jamb with floor fastener to suit floor construction. C. Door Installation: 1. Fit hollow metal doors accurately in frames, within clearances specified in "Recommended Specifications Standard Steel Doors and Frames ". D. Adjust and Clean: 1. After erection, sand smooth and rusted or damaged areas of prime coat and apply touch -up of compatible air -drying primer. 2. Check and readjust operating finish hardware items, leaving steel doors and frames proper operating condition. Rev.7 /81 Page 64 DIVISION 8 - DOORS AND WINDOWS SECTION 08210 - WOOD DOORS 08210.1 GENERAL 08210,11 RELATED DOCUMENTS: A. Drawings, Specifications Division 1, and Contract. 08210.12 DESCRIPTION OF WORK: A. Extent and location of each type of wood door is shown on drawings and in schedules to be the following: 1. Solid core flush wood doors with medium density overlay faces. 08210.13 A. QUALITY ASSURANCE: Submit written agreement on door manufacturer's standard form signed by Manufacturer, Installer, and Contractor agreeing to repair or replace defective doors which have warped (bow, cup or twist) or which show photographing of construction below in face veneers. 1. Warranty shall be in effect for a five (5) year period following date of substantial completion. • 08210.14 PRODUCT DELIVERY, STORAGE, AND HANDLING: A. Protect wood doors during transit, storage and handling to prevent damage, soiling and deterioration. • 08210.2 PRODUCTS 08210.21 MATERIALS AND COMPONENTS: A. Face panels to be manufacturer's standard 2 -ply face panels, unless otherwise indicated. B. Exposed surfaces to be as specified with same exposed surface material on both faces. 08210.22, SOUD CORE WOOD DOORS: A. Provide solid core wood doors by one of the following: 1. Cal-Wood 2. Eggers B. Core construction to be mat formed particle board. C. Face panels to be manufacturer's standard 2 -ply face panels of medium density over -lay applied over manufacturer's standard thickness hardwood face veneer. Provide any close grain hardwood for exposed edges and other exposed solid wood components. 08210.23 SHOP- PRIMING: A. Before delivery of door to project site, shop -prime exposed portion of wood doors. 08210.3 EXECUTION , 08210.31 INSPECTION: A. Installer must examine door frames and verify that frames are correct type and have been installed as required for proper hanging of corresponding doors and notify contractor of conditions detrimental to proper ant timely installation of wood doors. 08210.32 INSTALLATION: A. Condition doors to average prevailing humidity In installation area prior to hanging by delivery to site four (4) days prior to installation. Rev.7191 Page 55 B. Install wood doors in accordance with manufacturer's instructions and as shown. C. Align doors to frames for proper fit and uniform clearance at each edge and machine for hardware. Seal cut surfaces after fitting and machining. 1: Bevel non -fire rated doors 1/8" in 2" at lock and hinged edges. . For non -fire doors provide clearances of 1/16" at jambs and heads; and 1/4" from bottom of door to top of decorative floor finish or covering. 08210.33 ADJUST AND CLEAN; A. Rehang or replace doors which do not swing or operate freely, as directed by .Owner's Representative. DIVISION 8 - DOORS AND WINDOWS SECTION 08410 - ALUMINUM ENTRANCES AND WINDOWS 08410,1 GENERAL 08410.11, RELATED DOCUMENTS:. A. Drawings, Specifications Division 1, and Contract. 08410,12 DESCRIPTION OF WORK: A. Extent of aluminum entrances and storefronts is shown on drawings and schedules and includes the following: 1. Exterior entrance doors and frames. 2. Arched aluminum windows. 3. Fixed aluminum windows. 4. Storefront type framing system. 08410.13, QUALITY ASSURANCE: A. Comply with applicable provisions of "Metal Curtain Wall, Window, Storefront, and Entrance Guide specifications Manual ", by Architectural Aluminum Manufacturer's Association. 8. Provide aluminum entrances and window framing system produced by the following manufacturers through National Accounts Departments: 1. Kawneer Company, Inc. (209) 651 -4000 2. Vista Wall Corp. (214) 563 -2624 C. Performance and Testing: 1. Fabricate exterior components from stock systems which have been designed to provide for expansion and contraction resulting from ambient temperature range of 120 degrees F (49 degrees C). 2. Fabricate exterior components from stock systems which have been tested to withstand uniform pressure of 20 psf inward and 20 psf outward. 3. Fabricate exterior storefront components from stock systems which have been tested to demonstrate permanent resistance to leakages as follows: a. Air infiltration to be not more than 0.06 cfm per square foot. b. Water infiltration to be no uncontrolled water penetration. D. Wherever possible, take field measurements to insure proper fitting of work. However, proceed with fabrication and coordinate installation tolerances as necessary when field measurements might delay work. E. Shop drawings for standard units are available from the manufacturer upon request. 08410.2 PRODUCTS 08410.21 MATERIALS AND ACCESSORIES: A. Aluminum members to be alloy and temper recommended . by manufacturer for strength, corrosion resistance, and application of required finish. Main extrusions shall be of 6063 -T5 extruded aluminum alloy of 0.125" minimum wall thickness. 8. Fasteners to be aluminum, non - magnetic stainless steel, or other materials warranted by manufacturer to be non - corrosive and compatible with aluminum components. 1. Do not use exposed fasteners except where unavoidable for application of hardware. Match finish of adjoining metal and use Phillips flat -head machine screws. Rsv.7 /91 Page 57 2. Reinforce aluminum less than 0.125" thick with aluminum or non - magnetic stainless steel at screw anchors. C. Concealed flashing to be dead -soft stainless steel, 26 gauge minimum, type selected by manufacturer for compatibility. D. Brackets and reinforcements to be manufacturer's high- strength aluminum units where feasible; otherwise, non - magnetic stainless steel or hot -dip galvanized steel. E. Masonry inserts where required to be cast iron, malleable iron, or 12 gauge steel hot -dip galvanized. F. Bituminois coatings to be cold - applied asphalt mastic for 30 -mil thickness per coat. G. Clear protective coatings to be applied for protection of aluminum finish during construction. H. Compression weatherstripping to be manufacturer's standard replaceable stripping of either molded neoprene gaskets (molded PVC gaskets) or molded expanded neoprene gaskets. J. Systems shall be 4 1/2" x 1 3/4" for 1/4" glazing and 1" glazing. K. Arch windows shall be Kawneer 2 3/4" x 2" frame for 1" glazing, 2" x 2" frame for 1/4" glazing or Vista Wail 3" x 1 1/2" frame. 08410.22 HARDWARE: A. Provide door manufacturer's standard heavy -duty hardware units as shown, scheduled, or required for operation of each door: 1. Offset pivots to be cast aluminum alloy with steel pins and oilite bearings (ball bearings bottom pivots). 2. Overhead exposed closers to be Norton #1605 surface closer with delayed action for handicapped use. 3. Deadlocks to be Dor -O -Matic 990 with concealed rod panic bar. 4. Construction cylinders to be supplied in deadlocks and to be replaced with Falcon cylinders supplied per hardware section of specifications. 5. Push -pull set to be style F -2. 6. Thresholds to be extruded aluminum in mill finish, complete with anchors and clips. coordinated with pivots. 08410.23 FABRICATION: A. General: 1. Required sizes for door and window units are shown on drawings. a. Details shown are based on standard details by manufacturer indicated. 2. To greatest extend possible, complete fabrication, assembly, finishing, hardware application, and other work before shipment to project site. • a. Preglaze door and window units to greatest extent possible. b. Do not drill and tap for surface- mounted hardware items until time of installation at project site. c. Arched windows to be factory formed and glazed with tape and wedge. 3. Complete cutting, fitting, forming, drilling, and grinding of metal work prior to cleaning, finishing, surface treatment, and application of finishes. 4. Install reinforcing as necessary for performance requirements; separate dissimilar metals with bituminous paint or other separator which will prevent corrosion. 5. Maintain accurate relation of planes and angles, with hairline fit of contacting members. 6. Conceal fasteners wherever possible. 7. For exterior doors, provide compression weather- stripping against fixed stops; at other edges, provide sliding weatherstripping retained in adjustable strip mortised in to door edge. a. Provide heavy -duty, hollow, compression weatherstripping in bottom door rail, adjustable for contact with threshold. b. At interior doors provide neoprene silencers on strips to prevent metal -to- metal contact. Rev.7 /81 Papa 50 B. Storefront Framing System: 1. Inside- outside matched resilient flush - glazed system fabricated for stick -type erection procedure with provision for glass replacemnt. C. Stile- and -Rail Type Aluminum Doors: 1. Provide tubular frame members, fabricated with mechanical joints using heavy inserted reinforcing plates and concealed tie -rods or j- bolts, and fabricate with structurally welded joints. 2. Except as otherwise shown or scheduled, provide doors 1 -3/4" thick with narrow stile (2" nominal width). 3. Fabricate doors to facilitate replacement of glass or panels, without disassembly of door stiles and rails. Provide snap -on extruded aluminum glazing stops, with exterior stops anchored for non - removal. D. Windows: 1. Provide commercial windows (grade A2). 2. Provide manufacturers standard fabrication and accessories which comply with indicated standards and are re- glazable without dismantling. 3. Provide water shed members at lines of natural water penetration. 4. Provide subframes with anchors for units where shown. 08410.24 flualiEsi A. Anodized aluminum finishes to be equal to ,Kawneer #40 permanodic Dark Bronze (minimum thickness 0.3 mils). 08410,3 EXECUTION 08410, 31 INSTALLATION : A. Comply with manufacturer's instructions and recommendations for installation of aluminum entrances and windows. B. Set units plumb, level, and true to line, without warp or rack of framing members, doors, or panels. Anchor securely in place, separating aluminum and other corrodible metal surfaces. C. Drill and tap frames and doors and apply surface - mounted hardware items, complying with hardware manufacturer's instructions and template requirements. Use concealed fasteners wherever possible. D. Set sill members and other members in bed of compound, or with joint fillers or gaskets to provide weathertight construction. 08410.32 ADJUST AND CLEAN: A. Adjust operating hardware to function properly, without . binding and to provide tight fit at contact points and weatherstripping. B. Clean completed system, inside and out, promptly after erection and installation of glass and sealants. C. Remove protective coating when completion of construction activities no longer requires its retention. DIVISION 8 - DOORS AND WINDOWS SECTION 08700 - BUILDERS HARDWARE 08700.1 GENERAL 08700.11 RELATED DOCUMENTS: A. Drawings, Specifications Division 1, and Contract. B. See drawings for hardware supplied by owner and installed by contractor. 08700,12 DESCRIPTION OF WORK: A. "Builders Hardware" includes items known commercially as builders hardware which are required for swing, sliding and folding doors. Types of items in this section include (but are not necessarily limited to): 1. hinges; 2. locks, lock cylinders, and keys; 3. exit devices; 4. push /pull units; 5. closers; 6. door trim units; 7. weatherstripping and thresholds for exterior doors. 08700.13 QUALITY ASSURANCE: A. Obtain each kind of hardware (latch, and lock set, hinges, closers, etc.) from only one manufacturer. 08700.14 JOB CONDITIONS: A. Coordinate hardware with other work. Furnish hardware items of proper design for use on doors and frames of the thickness, profile, swing, security and similar requirements indicated, as necessary for proper installation and function. 08700.2, PRODUCTS 08700.21 SCHEDULED HARDWARE: A. Products are identified by using hardware designation numbers of the following one manufacturer for each hardware type required. All items (except locks) are listed by Manufacturer for the purpose of establishing minimum requirements. 1. Locks and lock cylinders are to be supplied only by the listed manufacturer and supplier. 2. All other hardware is to be from listed alternate manufacturers. 08700.22 MATERIALS AND FABRICATION: A. The drawings show the direction of swing or hand of each door. Furnish each Item of hardware for proper installation and operation of the door movement as shown. B. Produce hardware units of the base metal and forming method using the manufacturer's standard. C. Manufactured hardware to conform to published templates, generally prepared for machine screw installation. D. Furnish screws for installation, with each hardware item. Provide Phillips flat -head screws with finish of exposed (exposed under any condition), screws to match the hardware finish. R.v.7 /91 Page 60 E. Provide concealed fasteners for hardware units which are exposed when the door is closed, except to the extent no standard units of the type specified are available with concealed fasteners. 08700.23 HINGES, BUTTS: A. Provide only template- produced units. B. Furnish Phillips flat -head all- purpose or machine screws for installation of units. Finish screw heads to match surface of hinges or pivots. C. Hinge pins are to be non - removable and non - rising. 1. Interior hinges (non -ball bearing) to have steel pins. 2. Exterior hinges and ball bearing interior hinges to have stainless steel pins. D. Interior hinges are to be two (2) knuckle steel with oil- impregnated stainless steel bearing. McKinney TA -2731. 1. Doors over 36" wide and /or 75" high shall have five (5) knuckle steel with ball bearing. McKinney TB -3386. E. Exterior hinges are to be five (5) knuckle brass, bronze, or stainless steel with ball bearing. McKinney T4B -3386. F. Size of all hinges is to be 4-1/2" x 4-1/2". G. All doors shall have 1-1/2 pair of hinges per leaf. 1. Doors over 36" wide and /or 72" high shall have two (2) pair of hinges per leaf. H. Alternate manufacturers: Hager and Stanley,. I. Hinges for Serving Area door are to be invisible from the public side of the door. 08700.24 LOCKS, LOCK CYLINDERS, AND KEYING: A. All locks, and lock cylinders to be keyed alike. B. Lock cylinders parts to be constructed from brass /bronze, stainless steel or nickel silver. C. Provide manufacturer's standard wrought box strike for each lock bolt, with curved Hp extended to protect frame, finish to match hardware set.. D. Provide 1/2" minimum throw of latch bolts. 1. Provide 1" minimum throw of dead bolts. E. All locks and lock cylinders to be furnished with six (6) pin interchangeable -core tumbler. Furnish only temporary inserts for the construction period. 1. Permanent inserts to be shipped to the District Manager who will remove and replace the construction cores. F. Knob and rose style to be Elite -Gala. 1. Rose style for mortise lock to be 2-1/4: x 8" escutcheon. G. Back set to be 2 -3/4 ". H. Lock functions: 1. Toilet doors to be privacy, Falcon LY301 DG 2. Office, kitchen and janitor doors to be office door, Falcon S521 DLXEG. 3. Exterior Door (except aluminum entrances) to be mortise exit door, Falcon S161 DL26D /PTB I. Provide a lock cylinder for each exterior aluminum door, Falcon #986 -106, and a concealed rod panic bar, Dor -O -Matic 990. J. Exit control lock /alarm shall be provided for the aluminum door on the drive -thru side of building, Detex EA 2500. Falcon cylinder #986 -106 shall be provided to replace manufacturer furnished cylinder. 08700.2, CLOSERS AND DOOR CONTROL DEVICES: A. Except as otherwise specifically indicated, comply with the manufacturer's recommendations for size of door control unit. B. Toilet, corridor and kitchen doors to be LCN 1053 (prime finish). 1. Doors over 36" wide to be LCN 4114H SNB (prime finish). C. Exterior doors (except aluminum entrances) to be LCN 4116H SNB (prime finish). Rev.7 /91 Page 61 D. Closers for doors opening into the corridor shall be mounted on side of door opposite corridor. E. Alternate manufacturers: Yale and Norton. 08700.26 DOOR TRIM UNITS: A. Provide manufacturer's standard exposed fasteners for door trim units. B. Fabricate protection plates not more than 1-1/2" on stop side smaller than the door width. 1. Metal plates to be stainless steel, 18 gauge, Brookline 18" high, exterior kitchen door. 2. Plastic plates, to be acrylic plastic, 1/8" thick brown, Brookline 8" high, kitchen doors (kitchen side only). C. All interior doors to have a stop: 1. Floor stops to be Ives 438B. D. Alternate manufacturers: Quality and Hiawatha. 08700.27 WEATHERSTRIPPING AND THRESHOLDS: A. Weatherstripping at jamb and heads to be spring type stripping of manufacturer's standard design. 1. Metal to be spring bronze, 0.009" minimum thickness for sliding compression, 0.006" minimum thickness for direct compression. B. Weatherstripping at door bottoms to be threshold contact -type resilient insert and metal housing. 1. Extruded aluminum with natural anodized finish, 0.062" minimum thickness of main walls and flanges. 2. Flexible vinyl wiper or sweep seal strip. C. Provide single piece extruded aluminum threshold .125 thick with smooth commercial finish and grooved tread in manufacturers standard with strips of abrasive finish. Profile and with to be as necessary to fit the conditions as shown on the drawings. D. Exterior doors (except aluminum entrances): 1. Head and jamb weatherstripping to be Reese 350. 2. Sill weatherstripping to be Reese 362 A. 3. Threshold to be Reese S512A0 E. Alternate manufacturers: Zero and Pemko. 08700,28 HARDWARE FINISHES: A. Provide matching finishes for hardware units at each door or opening, to the greatest extent possible, and except as otherwise indicated. B. Provide protective lacquer coating on all exposed hardware finishes of aluminum, except as otherwise indicated. C. The designations used in schedules and elsewhere to indicate hardware finishes are the industry- recognized standard commercial finishes, except as otherwise noted. D. Finish on all hardware (except aluminum entrances) to be US 26D Satin Chrome Plate finish. 08700.3 EXECUTION 08700.31 INSTALLATION: A. Mount hardware units at heights indicated in "Recommended Locations for Builders Hardware" for Standard Steel Doors and Frames, by the Door and Hardware Institute, except as specifically indicated or required to comply with governing regulations. B. Install each hardware item in compliance with the manufacturer's instructions and recommendations. Do not install surface mounted items until finishes have been completed on the substrate. C. Set units level, plumb and true to line and locations. Adjustment reinforce the attachment substrate as necessary for proper installation and operation. D. Drill and counter sink units which are not factory- prepared for anchorage fasteners. E. Thresholds: R.v.7 /91 Page 62 1. On concrete substrates, install lead- shield anchors, accurately places to receive machine screw anchors at locations pre - drilled and evenly spaced in threshold units (spaced not more than 12" o.c.). 2. Screw thresholds to substrate with no. 10 or larger screws, of the proper type for permanent anchorage. 3. Set thresholds in a bed of sealant to completely fill concealed voids. 4. Set threshold units level and accurately aligned with frames and doors, and at proper elevation for door operation. 08700,32 ADJUST AND CLEAN: A. Adjust and check each operating item of hardware and each door to ensure proper operations or function of every unit. Final check and adjust all hardware items. Clean operating items as necessary to restore proper function and finish of hardware and doors. Adjust door control devices to compensate for final operation of heating and ventilation equipment. DIVISION 8 - DOORS AND WINDOWS SECTION 08800 - GLASS AND GLAZING 08800.1 GENERAL 08800.11 RELATED DOCUMENTS: A. Drawings, Specifications Division 1, and Contract. 08800.12 DESCRIPTION OF WORK: A. "Glass" includes prime glass, processed glass, and fabricated glass products and "Glazing" includes glass installation and materials used to install glass. Types of work included herin: 1. Window units. 2. Entrances and other doors. 3. Storefront construction. 08800.13, QUALITY ASSURANCE: A. Prime Glass manufacturer is to be one of the following: 1. Guardian Industries Corp. 2. Libbey -Owens -Ford Company 3. PPG Industries, 'Inc. B. Prime Glass Standard is to be Federal Specification DD -G -451 C. Safety Glass Standard is to be CPSC 16 CFR 1201. 08800,2 PRODUCTS 08800,21 GLASS PRODUCT$. A. Float /plate glass to be type I, clear unless otherwise indicated. 08800.22 FABRICATED GLASS UNITS: A. Laminated safety glass to be two (2) sheets of clear float glass with a 30 mil film of polyvinyl buteral laminated by manufacturer's standard heat - plus - pressure process; 1/4" thick if not otherwise indicated. B, Insulating glass to be two (2) sheets 1/4" thick float glass and 1/2" dry air space with Class A sealant -type edge construction to maintain hermetic seal. 08800,23 GLAZING SEALANTS AND COMPONENTS: A. Provide exposed sealant /compound in bronze color. Comply with manufacturer's recommendations for selection of hardness, depending upon the location of each application. B. Provide 2 -part polysulfide glazing sealant. 08800,24 GLAZING GASKETS: A. Provide molded or extruded EPDM gaskets of the profile and hardness required for watertight construction. 08800.25 MISCELLANEOUS GLAZING MATERIALS: A. Cleaners, primers and sealers shall be type recommended by sealant or gasket manufacturer. B. Setting Blocks shall be neoprene or EPDM 70 -90 durometer hardness with proven compatibility with sealants used. C. Spacers shall be neoprene or EPDM, 40 -50 durometer hardness with proven compatibility with sealantsused. D. compressible filler shall be closed -cell or waterproof- jacketed rod stock compatible with sealants used. Rsv.7181 Pogo 64 08800.3 EXECUTION 08800.31 STANDARDS AND PERFORMANCE: A. Watertight and airtight installation of each glass product is required each installation must withstand normal temperature changes, wind loading and impact loading without defects in the work. B. Protect glass from edge damage during handling and installation. 08800.32 PREPARATION FOR GLAZING: A. Clean glazing channel and other framing members to receive glass immediately before glazing. B. Apply primer or sealant to joint surfaces where recommended by sealant manufacturer. QQ$QQ=23. GLAZING: A. Install setting blocks of proper size in sill rabbet, located 1/4 of glass width from each corner. B. Provide spacers inside and out, of proper size and spacing, for glass sizes larger ttiari-50-" united inches, except where gaskets or preshimmed tapes are used for glazing. C. Install filler rods in channel at heel of jambs and head (do not leave voids in sill channels), complying with manufacturer's recommendations, D. Force sealants into channel to eliminate voids and to ensure complete "wetting" or bond of sealant to glass and channel surfaces. • t. E. Tool exposed surfaces of glazing liquids and compounds to provide a substantial "wash" away from glass. Install pressurized tapes and gaskets to protrude slightly out of channel. F. Clean and trim excess glazing materials from glass and stops or frames promptly after instillation, and eliminate stains and discolorations. G. Where wedge - shaped gaskets are driven into one side of channel to pressurize sealant or gasket on opposite side, provide adequate anchorage to ensure that gasket will not "walk" out when installation is subjected to movement. . Miter cut and bond ends together at corners where gaskets are used for channel glazing, so that gaskets will not pull away from corners. 08800,34 CURE. PROTECTION AND CLEANING: A. Protect exterior glass from breakage immediately upon installation by use of . crossed streamers attached to framing and held away from glass. Do not apply markers to surfaces of glass. Remove nonpermanent labels and clean surfaces. DIVISION 9 - FINISHES SECTION 0921Q - STUCCO 09210.1 GENERAL 09210.11 RELATED DOCUMENTS: A. Drawings, Specifications Division 1 and Contract. 09210.12 DESCRIPTION OF WORK A. Type of work includes: 1. Portland cement stucco. 09210.13 QUALITY ASSURANCE: A. Where stucco assemblies with fire resistance rating are indicated or are required to comply with governing regulations, provide materials and installations identical with applicable assemblies which have been tested and listed by recognized authorities. 1. Provide stucco having the same aggregate as specified for similar non -rated work. B. Portland Cement and Portland Cement - Lime Plastering, Exterior (stucco) and Interior American National Standards Institute, A42.2 -1971. C. Lathing and Furring for Portland Cement' and Portland Cement Lime Plastering, Exterior (Stucco) and Interior, American National Standards Institute, A42.3 -1971. 09210,14 PRODUCT HANDLING: A. Deliver, store, and protect manufactured materials in original and unopened containers. B. All cementitious material shall be stored off ground under cover. 09210.15 JOB CONDITIONS: A. Protect contiguous work from harmful effects which might result from stuccoing. 09210.2 PRODUCTq 09210.21 LATHING AND ACCESSORY TERIALS: M A A. General: 1. Metals and finishes to be manufacturer's standard galvanized products unless indicated as zinc alloy. a. Exterior exposed accessories to be zinc alloy accessories for exterior work, except where full concealed in plaster. B. Wire ties to be galvanized soft steel wire. C. Metal lathing materials to be self - furring diamond mesh lath, 3.4 pounds per square yard, standard mesh galvanized copper alloy steel with 1/4" deformations. D. Metal Stucco Accessories: 1. Coordinate depth of accessory with thickness of and number of coats of stucco to be applied. All material to be zinc alloy of minimum 26 gauge thickness or as noted. 2. Small -nose corner beads to be expanded type with 2 -7/8" wide flanges. 3. Cornerite to be standard preformed interior corner reinforcement made from 2.5 pound per square yard diamond mesh lath. 4. Square -edged casing beads to be standard with expanded or short flange to suit application. 5. Expansion joints to be standard on piece joint with expanded flanges equal Milcor #15. 6. Corner reinforcement to be stucco -type woven galvanized wire corner reinforcing strips. Ray.7 /61 Page 66 09210.22 A. B. C. D. E. F. G. H. 09210.23 A. 7. Fasteners to be galvanized steel screws or 7/16" head galvanized nails, of type and length suitable for adequate penetration of the substrate. 8. Base screed /flashing to be mechanically broke 20 gauge material bent to configurations shown on drawings. PORTLAND CEMENT STUCCO MATERIALS: Scratch and brown coat cement to be grey portland cement, ASTM C -150 type IIA air entraining. Scratch and brown coat lime to be special finishing hydrated lime ASTM G206 or Type S. Scratch and brown coat aggregate to be clean graduated sand ASTM C -144. Finish coat cement to be waterproofed white portland cement, ASTM C -150 Type I. Finish coat lime to be special finishing hydrated lime ASTM C -206. Finish coat aggregate to be washed silica sand. All water to be potable. Mixed (by volume): 1. Scratch Coat: 1 part cement 1/4 part lime 3 parts aggregate part cement 1/4 part lime 4 -5 parts aggregate part cement 1/2 part lime 3 parts aggregate Dash" per the "Plaster /Metal Framing Systems/Lath Manual ", latest 2. Brown Coat: 1 3. Finish Coat: 1 Texture to be "Medium edition. WATERPROOFING: Hydrozo Clear Double 7 mineral gum based material containing approximately 14% solids as manufactured by Hydrozo Coating Company, Lincoln, Nebraska. 09210a EXECUTION 09210.31 PREPARATION: A. Clean stucco bases and substrates prior to stuccoing. 09210.32 INSTALLATION OF LATH AND ACCESSORIES: A. Frame both sides of control and expansion joints independently, and do not bridge joints with lathing or accessories. B. Metal Lathing: 1. Install metal lath with long dimension at right angles to supports having 1/2" lap at sides and 1" lap at ends. a. Screw or nail self- furring diamond mesh directly to substrates indicated at a maximum of 12" o.c. horizontally and 8" o.c. vertically. C. Stucco Accessories: 1. Anchor each flange of accessories 8" o.c. to base. 2. Miter or cope accessory corners, and install with tight joints accurately aligned. 3. Set accessories plumb, level and true to line, with a tolerance of 1/8" in 10" - 0 ". 4. Install metal corner beads at external corners. . 5. Install casing beads at exposed terminations of stucco work. 6. Install prefabricated expansion joints of one piece design where shown as "Expansion Joint ". 09210,33 INSTALLATION OF STUCCO: Rev.7 /81 Page 67 A. Mechanically mix stucco materials at the project site. Minimum amount of water shall be used to produce a stucco of workable consistency. B. Sequence stucco installation properly with the installation and protection of other work, so that neither will be damaged by the installation of the other. C. Stucco flush with metal frames and other built -in items or accessories which act as a stucco ground. Stucco terminated at metal without casing beads to be cut free from metal before stucco sets and finish coat grooved at the junctures. D. Apply stucco in a three coat installation as follows: 1. Scratch coat is to be applied evenly in uniform thickness of 3/8" and squeezed through lath to backing to form mechanical key with mesh. Rake horizontally when stucco is firm but not dry. Apply brown coat when dried and stiffened sufficiently. 2. Brown coat is to be applied uniform and floated level to 3/8" thickness. Lightly score surface. Moist cure 12 - 48 hours with total set of 7 days. 3. Finish coat to be applied to brown coat after dampening. Trowel 1/8" thick in medium dash pattern. Moist cure 12 - 24 hours. E. Stuccoing shall be protected from uneven and excessive evaporation during hot dry weather. F. No stuccoing shall be done at an outdoor temperature of less than 40 degrees F unless adequate temporary shelter is provided for a period of not less than 48 hours after installation. 09210.34 INSTALLATION OF WA' RPR00FING: A. Apply waterproofing to a clean dry surface when surface air and material temperature is 50 degrees F or higher during application. B. Apply to stucco after allowing 72 hours drying time. C. Treat any apparent alkali or effervescence with proper neutralizing compound. D. Apply one coat to all horizontal surfaces with a brush at a rate of 90 -180 square feet per gallon. 09210.35 CUTTING AND PATCHING: A. Cut, patch, point -up, and repair stucco as necessary to accommodate other work and to restore cracks, dents and imperfections. 09210.36 CLEANING AND PROTECTION: A. Remove temporary protection and enclosure of other work. Promptly remove stucco from door frames, windows, and other surfaces which are not to be plastered. B. Installer shall advise the Contractor of requirements for the protection of stucco from deterioration and damage during the remainder of the construction period. 09210.37 GUARANTEE: A. All stucco work (interior and exterior) shall be guaranteed by the installer and Contractor for a period of two (2) years from the date of acceptance by the Owner. DIVISION 9 - FINISHES SECTION 09250 - GYPSUM BOARD 09250.1 GENERAL 09250,11 RELATED DOCUMENTS A. Drawing, Specification Division 1 and Contract 09250.12 DESCRIPTION OF WORK: A. Types of work includes: 1. Gypsum board applied to wood framing and furring. 2. Finishing (joint tape- and - compaund treatment). 3. Gypsum board ceiling on direct suspension system. 09250.13 QUALITY ASSURANCE: A. Gypsum Board Standard is to be GA -216 by Gypsum Association. B. Where gypsum board systems with fire resistance ratings are required to comply with governing regulations, provide materials and installation identical with applicable assemblies which have been tested and listed by recognized authorities. • 09250,14 PRODUCT HANDLING: A. Deliver, identify, store and protect gypsum drywall materials to comply with manufacturer's recommendations. 09250.2 PRODUCTS 09250.21 GYPSUM BOARD PRODUCTS: A. Exposed gypsum board to be regular type with tapered long edges and thickness of 5/8" except where otherwise indicated. 1. Sheet size to be maximum length available which will minimize end joints. 2. All gypsum board to be Type X conforming to ASTM C36 for firerating. 3. Gypsum board installed in toilet rooms and walls receiving ceramic tile to be water - resistant. 09250.22 TRIM ACCESSORIES: A, Provide standard trim accessories of types indicated for gypsum board work, formed of galvanized steel, with either knurled and perforated flanges for nailing or stapling, and beaded for concealment of flanges in joint compound. 09250.23 JOINT TREATMENT MATERIALS: A. Type recommended by the manufacturer for the application indicated. B. Joint tape to be perforated type. C. Joint compound to be ready -mixed vinyl -type for interior use. 09250.24 MISCELLANEOUS MATERIALS: A. Provide auxiliary materials for gypsum board work of the type and grade recommended by the manufacturer of the gypsum board. 09250.25 DIR CT SUSPENSION SYSTEM: A. Direct suspension system to be manufacturers standard zinc - coated system of furring runners, furring tees and accessories designed for concealed support of ceiling. Equal to U.S.G. Co. standard system. R.v.7/91 Pane 09 09250.3 EXECUTION 09250.31 GEN RAL GYPSUM BOARD INSTALLATION REQUIREMENTS: A. Locate exposed end -butt joints as far from center of wall and ceilings as possible. B. Install exposed gypsum board with face side out. Butt boards together for a light contact at edges and ends with not more than 1/16" open space between boards. C. Located either edge or end joints over supports. Position boards so that both tapered edge joints abut, and mill -cut or field -cut end joints abut. Stagger vertical joints over different studs on opposite side of partitions. Locate end -butt joints as far as possible from center of wall and ceiling. D. Attach gypsum board to framing and blocking as required for additional support at openings and cutouts. E. Space fasteners in gypsum boards in accordance with referenced standards and manufacturer's recommendations. F. Attach gypsum board directly to direct -hung metal support system ceilings with member spacing 16" o.c. maximum. 09250.32 METHODS QF GYPSUM BOARD APPLICATION: A. Install exposed gypsum board in single layer application as follows. 1. On partitions /walls over 8' - 1" apply gypsum board vertically (parallel). 2. On partitions /walls 8' - 1" Tess in height apply gypsum board horizontally (perpendicular); use maximum length sheets possible to minimize end joints. 3. On ceilings apply prior to installation of partitions /walls. B. Where gypsum board is base for thin -set ceramic tile and in toilet rooms install water- resistant board. C. Apply gypsum boards to supports with screws or nails for walls and screws only for ceilings. 09250.33 INSTALLATION OF DRYWALL FINISHING: A. Apply treatment at gypsum board joints (both directions), flanges of trim accessories, penetrations, fasteners heads, surface defects and elsewhere as required to prepare work for decoration. 1. Apply joint tape at joints between gypsum boards, except where a trim accessory is indicated. 2. Apply joint compound in 3 coats (not including prefill of openings in base), and sand between last 2 coats and after last coat. Tape joints at water - resistant gypsum board base for ceramic tile, prefinished panels and textured paint. DIVISION 9 - FINISHES SECTION 09300 - 09300.1 GENERAL 09300.11 RELATED DOCUMENTS: A. Drawings, Specifications Division 1 and Contract. 09300.12 DESCRIPTION OF WORK: A. Tile includes ceramic surfacing units made from clay or other ceramic materials and includes: 1. Glazed Wall Tile 2. Quarry Tile 09300,13 QUALITY ASSURANCE:, A. Provide products by the following for each type of tile: 1. Glazed Wall Tile to be as specified on drawings. 2. Quarry Tile to be as specified on drawings. B. Tile Council of America Standard 137.1 to be basis for requirements. • 09300.14 PRODUCT HANDLING: A. Deliver packaged materials and store in original containers with seals unbroken and labels intact until time of use. 09300,15 JOB CONDITIONS: A. Maintain environmental conditions and protect work during and after installation in accordance with manufacturer's recommendations. 09300.2 PRODUCTS 09300.21 TILE PRODUCTS: A. Glazed wall tile to be 4-1/4: x 4-1/4. B. Quarry tile to be 1/2" thick of sizes noted on drawings. 1. Where shown "Abrasive ", provide manufacturer's standard abrasive - surfaced tile. C. Provide trim shapes of same material and finish as field tile, and as follows: 1. Base to be sanitary cove units. 2. External corners to be bullnose shapes, with a 1/4" radius. 09300.2Z MORTAR AND GROUT: A. Latex - portland cement mortar to be latex modified portland cement dry-set mortar. B. Organic Adhesive to be of proper type for intended use as certified by adhesive manufacturer with primer- sealer where recommended by manufacturer. C. Epoxy Adhesive to be two - component epoxy resin and hardener. D. Latex - portland cement grout to be proprietary compound composed of portland cement with latex additive. 1. Provide product with latex additive which is compatible with latex additive in latex - portland cement mortar. 2. Colors to be as noted on the drawings. 09300,3 EXECUTION 09300,31 TILE INSTALLATION STANDARDS :, R.v,7181 Paps 71 . Comply with applicable requirements of the following American National Standards Institute standards: 1. A108.4 for tile installed with organic adhesive. 2. A108.5 for tile installed with dry-set portland cement mortar or latex - portland cement mortar. • 3. A108.6 for tile installed with epoxy adhesive. B. Comply with manufacturer's instructions for mixing and installation of proprietary materials. 09300.32 JNSTALLATION: A. Extend tile work into recesses and under or behind equipment and fixtures, to form a complete covering without interruptions, B. Accurately form intersections and returns. Perform cutting and drilling of tile without marring visible surfaces. Carefully grind cut edges of tile abutting trim, finish or built -in items for straight aligned joints. C. Install tile using the following setting beads as shown or scheduled. 1. Quarry tile floors to be dry-set portland cement mortar or latex - portland cement mortar over concrete. 2. Glazed wall tile to be organic adhesive. 3. Quarry tile floors in cooler to be set with epoxy adhesive. D. Unless otherwise shown, lay tile in grid pattern. Align joints when adjoining tiles on floor, base, walls and trim are same size. Layout tile work and center tile fields in both directions in each space. Adjust to minimize tile cutting. Provide uniform joint widths, unless otherwise shown. 09300.33 CLEANING AND PROTECTION: A. Upon completion of placement and grouting, clean all ceramic tile surfaces so they are free of foreign matter. B. Leave finished installation clean and free of cracked, chipped, broken, unbonded, or otherwise defective tile work. C. Prohibit foot and wheel traffic from using tiled floors for at least three (3) days after grouting is completed. D. All tile floors are to be covered with "Kraft Paper" in all areas and the paper not to be removed until final clean -up at completion of construction. i DIVISION 9 - FINISHES SECTION 09510 - ACOUSTICAL CEILINGS 09510.1 GENERAL, 09510,11 RELATED DOCUMENTS: A. Drawings, Specifications Division 1 and Contract 09510,12 DESCRIPTION OF WORK: A. Extent of each type of acoustical ceiling is shown and scheduled on drawings and includes: 1. Vinyl faced panel ceilings, exposed suspension. 2. Acoustical lay -in panel ceilings, exposed suspension. 09510.13 QUALITY ASSURANCE: A. Where acoustical ceilings and components of roof or beam assemblies required for compliance with governing regulations, provide acoustical materials and application or suspension bearing UL Classification Marking for applicable UL design number listed in UL "Fire Resistance Index ". • 09510.14 JOB CQNDITIONS: A. Do not install interior acoustical ceilings until space is enclosed and weatherproof, wet -work in space is completed, work above ceilings is completed, and ambient conditions of temperature and humidity will be continuously maintained. 09510.2 PRODUCT 09510.21 CEILING UNITS: A. Provide United States Gypsum 5/8" x 24' x 48" white stipple shell vinyl faced panels with square edge for kitchen and office. B. Provide United States Gypsum 3/4" x 24" x 48" Glacier Acoustone lay -in panels with square edge where shown on the Drawings. 09510.22 CEILING SUSPENSION MATERIALS: A. Coordinate with other work supported by or penetrating through ceilings, including light fixtures and HVAC equipment. B. Type of system to be either direct -hung, or indirect -hung suspension system, at contractor's option. C. Exposed suspension systems to be Chicago Metallic #1860 -41 Fire -Rated system with exposed cross runners coped .to lay flush with main runners. 1. Provide uniform factory- applied finish on aluminum caps of ceiling suspension system, including moldings, trim, and accessories of manufacturer's standard baked enamel white. 09510,23 MISCELLANEOUS MATERIALS: A, Provide standard spring steel hold -down clips. 09510.3 EXECUTION 095.10.31 INSPECTION: A. Installer must examine conditions under which acoustical ceiling work is to be performed and must notify, Contractor of unsatisfactory conditions. R.v.7/91 Pap 73 09510.32 PREPARATION; A. Establish layout of acoustical units to balance border widths at opposite edges of each ceiling. Avoid use of Tess- than -half width units at boarders and comply with reflected ceiling plans wherever possible. 09510.33 INSTALLATION: A. Install materials in accordance with manufacturer's printed instructions, and to comply with governing regulations, fire resistance rating requirements as indicated, and industry standards applicable to work. B. Install suspension systems with hangers supported only from building structural members. Locate hangers near each end and spaced 4' -0" along each carrying channel or direct -hung runner, unless otherwise indicated, leveling to tolerance of 1/8" in 12' -0 ". 1. Secure wire hangers by looping and wire - tying, either directly to structures or to inserts, eye - screws, or other devices which are secure. C. Install edge moldings at perimeter of acoustical ceiling area and at locations where necessary to conceal edges of acoustical units. 1. Attach moldings to substrate at intervals not over 16" o.c. and not more than 3" from ends, leveling with ceiling suspension system to tolerance of 1/8" in 12' -0 ". Miter corners accurately and connect securely. D. Install acoustical panels in co- ordination with suspension system, with edges concealed by support of suspension members. Scriba and cut panels to fit accurately at borders and at penetrations. 1. Install hold -down clips in all areas. 09510.34 ADJUST AND CLEAN: A. clean exposed surfaces of acoustical ceilings, including trim, edge moldings, and suspension members; comply with manufacturer's instructions for cleaning and touch -up of minor finish damage. DIVISION 9 - FINISHES SECTION 09900 - PAINTING 09900.1 GENERAL 09900.11 RELATED DOCUMENTS: A. Drawings, Specifications Division 1, Contract. 09900.12 DESCRIPTION OF WORK A. The extent work includes painting and finishing of interior and exterior exposed items and surfaces throughout project as shown on the drawings. 1. Surface preparation, priming, and coats of paint specified are in addition to shop - priming and surface treatment specified under other sections of work. 09900.13 DELIVERY AND STORAGE: A. Deliver materials to job site in original, new and unopened packages and containers bearing manufacturer's name and label. 09900.14 JOB CONDITIONS: . A. Apply water -base paints only when temperature of surfaces to be painted and surrounding air temperatures and between 50 degrees F (10 degrees C) and .90 degrees F (32 degrees C), unless otherwise permitted by paint manufacturer's painted instructions. B. Apply solvent - thinned paints only when temperature of surfaces to be painted and surrounding air temperatures are between 45 degrees F (7 degrees C) and 95 degrees F (35 degrees C), unless otherwise permitted by paint manufacturer's painted instructions. C. Do not apply paint in snow, rain, fog or mist. 09900,2 PRODUCTS 09900.21 COLORS AND FINISHES: A. Paint colors, surface treatments, and finishes, are indicated in "schedules" of the contract Documents. B. Provide finish coats which are compatible with prime paints used. Notify Regional Construction Manager of any anticipated problems using specified coating systems with substrates primed by others. 09900.22 MATERIAL QUALITY A. Products of a single manufacturer are listed but products of one of the following manufacturers will be accepted so long as they are similar in quality and identical in finish (color and texture): 1. Benjamin -Moore 2. Pratt and Lambert 3. Pittsburgh 09900.23 EXTERIOR PAINT SYSTEM; A. Concrete and Stucco: Finish - Benjamin Moore. "Moor Grad Latex House Paint" (103). B. Ferrous Metal: Primer - Benjamin Moore "Iron Clad Retardo Rust Inhibitive Paint" (163); Finish - Benjamin Moore "Moor -Grad Latex House Paint" (103). C. Galvanized Metal: Primer - Benjamin Moore "Iron Clad Galvanized Metal Primer" (155); Finish - Benjamin Moore "MoorGrad Latex House Paint" (103). D, Pavement Markings: Pratt & Lambert "Traffic Paint ". R.v.7/91 Page 75 09900.24 INTERIOR PAINT SYSTEMS: A. Gypsum board: Primer - Benjamin Moore "Latex Quick Dry Prime Seal" (201); Finish - Benjamin Moore Latex Satin Finish Enamel (333). B. Wood Shelves: Primer - Benjamin Moore "Alkyd Enamel Underbody" (217); Finish - Benjamin Moore Quick Dry Industrial Enamel (071) C. Ferrous Metal (Employee Side): Primer - Benjamin Moore "Trion Clad Retardo Rust Inhibitive Paint" (163); finish - Benjamin Moore "Satin Improvo Enamel" (235). D. Galvanized Metal: Primer - Benjamin Moore "Iron Clad Galvanized Metal Primer" (155); Finish - Benjamin Moore "Impervo High Gloss Enamel" (133). E. Wood Doors (Employee Side): Primer - Benjamin Moore "Alkyd Enamel Underbody" (217); Finish Benjamin Moore "Satin Impervo Enamel" (235). F. Equipment Touch up: Benjamin Moore "Porch and Floor Enamel ". (122). 09900.3 EXECUTION 09900.31 INSPECTION: A. Applicator must examine areas and conditions under which painting work is to be applied and notify contractor of conditions detrimental to proper and timely completion of work. 09900.32 SURFACE PREPARATION: A. Perform preparation and cleaning procedures in accordance with paint manufacturer's instructions, for each particular substrate condition. B. Remove and reinstall hardware, hardware accessories, plates, lighting, fixtures, and similar items in place and not to be finish - painted, or provide surface- applied protection. C. Seal tops, bottoms, and cut -outs of unprimed wood doors with a heavy coat of varnish or equivalent sealer. 09900.33 MATERIALS PREPARATIONS: A,,.— Mix and prepare painting materials in accordance with manufacturer's directions. Stir materials before applications to produce a mixture of uniform density, and stir as required during application. 09900.34 APPLICATION: A. Apply paint in accordance with manufacturer's directions. Use applicators and techniques best suited for substrate and type of material being applied. Spray application is recommended for general exterior stucco painting. B. Paint surfaces behind movable equipment and furniture same as similar exposed surfaces. Paint surfaces behind permanently -fixed equipment or furniture with prime coat. C. Finish exterior doors on tops, bottoms and side edges same as exterior faces, unless otherwise indicated. D. Sand lightly between each succeeding enamel coat. E. Apply sufficient time between successive coatings to permit proper drying. F. Apply first -coat material to surfaces as soon as practicable. G. Apply materials at not less than manufacturer's recommended spreading rate. H. Apply one (1) coat of primer (if indicated) and two (2) coats of the finish paint or other paint indicated for all items interior and exterior to be painted. 1. The first finish coat is to be tinted to a shade lighter than the final coat noted on the schedule. I. Kitchen equipment touch -up is to be done as necessary. 09900.35 CLEAN -UP AND PROTECTION A. During progress of work, remove from site discarded paint materials, rubbish, cans and rags at end of each work day. Rsv.7191 Page 76 B. Protect work of other trades, whether to be painted or not, against damaged by painting and finishing work. C. At the completion of work of other trades, touch -up and restore all damaged or defaced painted surfaces. DIVISION 10 - SPECIALTIES SECTION 10800 - ACCESSORIES, LOUVRES, FIRE EXTINGUISHERS 10800.1 GENERAL, 10800.11 RELATED DOCUMENTS: A. Drawings, Specifications Division 1 and Contact. B. See the drawings for accessories to be furnished by Owner and installed by contractor. 10800,1Z DESCRIPTION OF WORK A. Extent of each type of accessory is shown on drawings and includes: 1. paper towel dispensers; 2, monitor shelves; 3. toilet tissue dispensers; 4. grab bars; 5. soap dispensers; 6. stainless steel framed mirrors; 7. electric hand dryers; 8. protable fire extinguishers. . B. Consult drawings to verify items providbd by owner and installed by contractor. 10800.13 QUALITY ASSURANj A. Coordinate accessory locations with other work to avoid interference and to assure proper operation and servicing of accessory units. B. Proprietary names used to designate design and construction of specific products. Similar items by Bobrick, Bradely, or Watrous will be acceptable. 10800.2 PRODUCTS 10800.21 FABRICATION: A. Surface - Mounted Paper Towel Dispenser: A &5 -U180 B. Monitor Shelves: Bradley Model 7512. C. Recessed Multi -Roll Toilet Tissue Dispenser: AJ -UB41 D. Grab Bars with Concealed Mounting: Bray - Krause D -75 in length required by local codes. E. Recessed Soap Dispensers: Bobrick A &J -0130. F. Stainless Steel Channel Frame Mirrors: Greenwald 24" x 30" and 18" x 30" sizes. G. Surface Mounted Electric Hand Driers: World Model A5 Automatic /Bobrick B -700 H. Fire extinguishers to be dry chemical type with UL rating noted on drawings in manufacturer's standard for specified size extinguisher. 10800.3 EXECUTION 10800.31 INSPECTION: A. Installer must examine substrates and other conditions under which installation is to occur, and notify contractor of conditions detrimental to proper and timely completion of work. 10800,32 INSTALLATION: A. Install accessory units in accordance with manufacturer's instructions, using fasteners which are appropriate to substrate and recommended by manufacturer of unit. Install units plumb and level, firmly anchored in locations indicated. 10800.33 ADJUST AND CLEAN: Rev.7 /81 Page 78 A. Adjust accessories for proper operations and verify that mechanisms function smoothly. B. Clean and polish all exposed surfaces of factory finished accessories after removing protective coatings. DIVISION 11 - EQUIPMENT SECTION 11400 - OWNER FURNISHED EQUIPMENT 11400.1 GENERAL 11400.11 RELATED DOCUMENTS: A. Drawings, Specifications Division 1 and Contract. 11400.12 DESCRIPTION OF WORK: A. Extent of equipment is shown on drawings and includes the following: 1. Kitchen Preparation Equipment. 2. Kitchen Serving Equipment. 3. Walk -in Cooler. 4. Exhaust Hood. 5. Storage Shelving. 6. Employee Lockers. 7. Clock, Time Card Rack. 8. Miscellaneous Kitchen Equipment. B. A separate contract will be issued by ,the Owner for installation of the drive -thru order system. Contractor is only to install buried sensor loop in pavement. C. Installation of electrical rough -ins for items to be installed under separate contracts is as shown on the drawings. D. A separate contract will be issued by the Owner for installation of exterior signage to include: 1. Taco Bell pole sign with necessary foundation. 2. Drive -thru menu board and directional signs with necessary foundation, 3. Taco Bell building sign. E. A separate Contract will be issued by the Owner for installation of Computer system to include: 1. Cash Registers with cash drawers. 2. Printer. 3. Cable assembly. 4. Video monitors. 5. Processor 11400.13 PRODUCT HANDLING: A. Upon delivery of the equipment, it is to be unloaded and stored until installation. Protection from exposure to weather and continuing construction is to be provided. 11400.2 EXECUTION 11400,21 INSTALLATION: A. All equipment is to be assembled and set according to manufacturer's shop drawings and instructions. Blocking, spacers, fillers and connectors shall be provided as necessary to insure a final installation that is plumb, level, and firmly anchored in locations indicated. 1. Install Stainless Steel Food Service Equipment (4 pieces). Set each piece in approximate final location. a. Provide 1" copper waste lines (not PVC) to all separate equipment drain locations (3) shown on drawings. Proper support of these waste lines to equipment frames and separate terminations into drain is necessary. b. Provide electrical service to prewired electrical panel. c. Provide cold water and hot water service to solenoid valves at service shaft. R.v.7/81 Papa 80 d. Install pizza melters on shelf and connect water lines (quick disconnect), plug in electrical and install flexible drain lines from melter to inside unit. e. Final leveling and connection of unit will be by unit manufacturer. 2. Install Ice Machine per instructions found in packing list. Set unit in place, level and make final connections. Waste lines should be insulated from exit location to drain. Set remote condensing unit on roof, if applicable, providing necessary prefabricated support rails and refrigerant line pitch pan. Install refrigerant lines and provide necessary insulation. Provide copper waste lines as shown on the drawings. 3. Install Drink Dispensing System: a. Set one (1) dispensing units with ice bins at indicated locations and position tight against wall. b. Set remote condensing unit, if applicable, on roof providing necessary prefabricated support rails and refrigerant line pitch pan. c. Install service shafts from dispensing units to above ceiling. Cut ceiling to neatly fit shaft configuration and provide horizontal bracing of shaft to ceiling grid system above ceiling. d. Install beverage lines from syrup /CO2 location to master unit and from master unit to slave unit. e. Install refrigerant lines from master unit to roof mounted condenser. Provide required insulation. f. Provide copper waste lines as shown on the drawings. 4. Exhaust Hood Installations: a. Roll exhaust hood on casters and hydraulically jack in place, level with ceiling and an imaginary line on support wall where hood is attached. Remove filters and reach in and up high enough as to be out of sight and install 5" lay screws 16" O.C. at each stud location across the back of hood. b. Drill 3/8" holes from the top of hood and provide "all- thread" rod from this area up into truss space and bolt to top of hood support area using 2 washers (1 flat, lock type). c. A 1/8" steel angle iron is to be lag- screwed with 1 1/2" lag- screws into and across 2 joist spaces to support "all- thread" rod. Drill 3/8" hole in angle iron and bolt with lock washer. d. Exhaust hood is to be leveled to ceiling by adjusting front all- thread rod. NOTR: It is absolutely necessary that the hood first be leveled at the wall mount locations prior to installing angle iron and front support system. e. Exhaust ducts into hood (both exhaust and make -up air) fit inside the collared flange openings in the top of the hood and the duct should be welded from inside the hood and not from the roof. 5. Single/Three Compartments Sink Installation: a. A bracket - screed is supplied with sinks for proper sink hanging at the wall. Install this bracket in the prescribed location for both respective sinks. b. Install faucets (Chicago #445LD) provided by equipment supplier to splash before installing sink to bracket assembly on wall. c. Slide sinks into respective locations and provide continuous caulking along wall on three sides. 6. Work Table: Install on casters and place next to fryer. 7. Fryer: install, set and start up with water in unit to ensure proper operation. A gas regulator is to be installed prior to fryer quick - disconnect connection. 8. Taco Range: Quick- disconnect and regulator come with equipment. Install the same, adjust flame on pilots at regulator and test equipment for proper start up. 9. Pizza Hood: Provide 2 "0 exhaust duct from steam relief grill duct to pizza hood location and extend down through ceiling. Hang pizza hood from duct and enclose duct with stainless steel enclosure provided. • Rov.7 /81 Pap 81 B. Installation of the tile base and wood fillers at Owner furnished and installed safe is to be completed after it has been set in place. Contractor to provide 1 "0 x 12" Ig. expansion bolt into concrete floor for anchorage of safe after being set in place by the shipper. 11400.22 CLEANING. RESTORING FINISHES: A. After completion of installation, and completion of other major work, remove protective coverings (if any) and clean all items, internally and externally. Restore exposed and semi - exposed finishes to remove abrasions and other damages; polish exposed -metal surfaces and touch -up paint surfaces. DIVISION 15 - MECHANICAL SECTION 15100 - GENERAL. MECHANICAL REQUIREMENT 15100.1 RELATED DOCUMENTS: A. Drawings, Specifications Division 1, and Contract. B. See Drawings for materials to be furnished by Owner and installed by Contractor. 15100.2 SCOPE OF WORK: A. The work to be accomplished under this section of specifications includes the furnishing of all labor, supervision, and equipment for the complete installation of air conditioning, heating, ventilation, plumbing, together with all the necessary auxiliaries and appurtenances. Plus the furnishing of all plumbing materials as noted on the drawings. 15100,3 PRODUCTS AND EXECUTION: A. Except for such items as are normally wired up at their point of manufacture and so delivered, and unless specifically noted to the contrary herein, the Electrical Contractor will do all electric wiring of every character for power supply and including control wiring. This Contractor shall erect all motors in place ready for connection. Starters shall be furnished by this contractor with each such motor ofthg type required and deliver it in good condition to the Electrical Contractor at the job. Tho Electrical Contractor will mount all such starters. 15100.4 PERMITS. FEES. AND CODE REGULATIONS: A. Obtain all permits required to do this work and pay any fees required for such permits. 8. Conform to all state and local ordinances and rulings applicable to this work and in effect at the time the work is performed. 15100,5 STRUCTURAL AND SPACE CONDITIONS A. It shall be the responsibility of this Contractor to install his work to conform to the structure, avoid obstructions and interferences with other trades, preserve headroom, and keep openings and passageways clear. 15100.6 DRAWINGS: A. The drawings as prepared are diagrammatic but shall be followed as closely as actual construction of the project and the work of the trades will permit. 15100.7 AS -BUILT DRAWINGS: A. Provide to the Area Construction Manager a complete record set of blue line prints which shall show every change from the original contract drawings per the contract. 15100.8 WORKMANSHIP: A. Labor shall be performed in a workmanlike manner by mechanics skilled in their particular trade. Pipe and equipment shall be installed square and plumb and accessible for proper operation and service. 15100.9 VIBRATION AND NOISE: A. Each of the various pieces of equipment shall operate without objectionable vibration or noise. 15100.10 ADJUSTING AND BALANCING :, . A. Clean out all lines, adjust all valves, and clean all plumbing fixtures and equipment. 15100.11 CUTTING AND PATCHING: H.v.7/e1 Page 83 A. Cutting or patching necessary to permit the installation of any work under this Contract shall ' be the responsibility of this contractor. 15100,12 XCAVATION AND BACKFILLING: A. Provide necessary excavating and backfilling for the installation of work specified in this Division. After the pipe has been installed, tested and approved, the trenches shall be backfilled to grade with approved material, well tamped or puddled compactly in place. All piping outside the building shall be installed below the frost line. 15100,13 FLASHINGS: A. Flash around all pipes passing through the roof in connection with this contract, with sheet lead built a minimum of 10" into the roofing, in all directions from the outside of the pipe. 15100.14 EXAMINATION OF THE SITE AND DRAWINGS: A. All Contractors shalt examine the site and review the Drawings and Specifications prior to submitting a proposal. 15100.15 GUARANTEE: A. Guarantee for water heater shall be for five (5) years. DIVISION 15 - MECHANICAL SECTION 15400 - PLUMBING 15400.1 GENERAL 15400.11 RELATED DOCUMENTS: A. Drawings, Specifications Division 1, General Mechanical Requirements this Division, and Contract. 15400.12 SCOPE OF WORK: A. Furnishing of all labor, materials, tools, transportation, services, etc., necessary to complete the installation of the plumbing system as illustrated on the Drawings and as follows: 1. Hot and cold water system with complete connections from the water meter to all plumbing fixtures and equipment requiring water connections. 2. Soil, waste, vent systems and condensate lines outside and inside the building. 3. Plumbing fixtures, including all the required trim and supports. 4. Trenching and backfilling. 5. Rough -in and final connection to equipment in the kitchen and service area. S. Final plumbing connections to heating and air conditioning equipment. 7. Meters and utility connections.1 8. Gas piping to heating, ventilating and air conditioning units, water heaters, ranges, and fryers. 9. Empty PVC piping in ceiling space for beverage lines. 15400.2 PRODUCTS 15400.21 DESCRIPTION: A. Soil, waste and vent piping below floor to 5' -0" outside building shall be standard weight coated cast iron soil pipe and cast iron /neoprene gasket fittings. Yard piping shall be extra strength vitrified clay pipe and fittings. A.B.S. or P.V.C. Schedule 40 pipe and fittings may be installed, as approved by local authority in concealed locations only. B. Soil, waste and vent piping above floor shall be standard weight coated cast iron pipe and stainless steel /neoprene gasket fitting, or A.B.S. or P.V.C. Schedule 40, as approved by local authority in concealed locations. C. Hot and cold water piping above the floor shall be type "L" copper with shall be type "K" soft drawn copper tubing without joints. D. Condensate drain piping shall be type "M" copper, galvanized Schedule 40. E. Indirect waste piping shall be type "M" copper with 50/50 sweat solder and wrought copper fittings. F. Beverage line pipe to be electrical P.V.C. pipe with 30" full 90 degrees sweeps. G. Underground gas piping shall be Schedule 40 black steel pipe with long radius steel welding fittings. Installation of gas service piping shall be in vented conduit and shall meet with the local gas company's approval. H. Gas piping above ground shall be Schedule 40 black steel with 125 pound black malleable iron screwed fittings. Gas piping compound at joints shall be in compliance with NFPA Bulletin #54 and local applicable codes and suitable for natural gas service. Moisture traps shall be installed on HVAC, water heater, and kitchen equipment. 15400.22 INSULATION: A. All hot and cold water copper piping shall be insulated with at least 1/2" thick foam rubber or foam plastic type pipe insulation. R.v.7 /81 PICA 86 15400,23 FIXTURES: A. All fixtures shall be as shown on the drawings with equal products furnished by American Standard, Kohler, or Eljer. 15400.24 CLEANQUTS. FLOQIi DRAINS & FLOOR SINK A. All accessories shall be as shown on the drawings with equal products furnished by Wade, Josam, or Zurn being acceptable. 15400.25 EQUIPMENT: A. Water heater shall be as shown on the drawings with equal products furnished by Ruud, State, or Rheem. A gas water heater shall be provided with class "B" U.L. labeled flue vent similar to Metalbestos Type RV complete with fittings, ceiling collar, tall roof, flashing, weathertight top. Water heater shall be provided with all temperature and safety controls including ASME rated T. and P. relief valve, gas pressure regulator, drain valve, etc. B. Fire Supression System: Provide complete Ansul R- 101 -30 fire protection system as shown on drawings for installation in the range exhaust hood and shall comply with all local codes NPPA Bulletin #96. C. Cutoff valves underneath lavatories and tank type water closets shall be chrome plated angle stop valves with chrome plated escutcheon plates. D. Hose cocks to be non - freeze type. 15400.3 INSTALLATION 1.5.4_0,21 PIPING: A. All piping shall be run concealed except where shown otherwise on drawings. B. Valves, traps, clean -outs and other apparatus shall be installed in an easily accessible location. C. Soil, waste vent offsets and house drains shall be installed with a minimum, uniform grade of 1/4" to the foot. D. Hot and cold water lines shall be at least 6" apart where piping is parallel. E. Escutcheon plates shall be provided where all pipe passes through a finished wall. 15400,32 HANGERS AND SUPPORTS: A. Copper piping shall be supported at intervals not to exceed 7' -0" and at each change in horizontal or vertical direction. 15400.33 PLUMBING FIXTURES: A. Furnish and install all plumbing fixtures complete with all equipment fittings, trimmings, and accessories. B. All fixtures shall be Grade A and shall be white C. Exposed piping to fixtures shall be a product of the fixture manufacturer. D. Stops as manufactured by the fixture manufacturer, with metal -to -metal seat, shall be provided for all fixtures and equipment. 15400.34 TEST: A. The plumbing system and associated system shall be subject to final approval of the Owner's Representative, and Code Authorities having jurisdiction. Tests required to show code compliance, shall be performed as directed. 15400,35 CLEANING AND PROTECTION: A. After the plumbing piping has been installed, inspected, and approved, the piping system shall be flushed to remove any foreign matter from the pipes. Where required with chlorine or HTH solution to sanitize the new piping. R.v.7/81 Pap 88 15400.36 MAINTENANCE: A. All parts of the plumbing fixtures and associated equipment shall be maintained by the Contractor throughout the guarantee period of one month after final acceptance of the building. DIVISION 15 - MECHANICAL SECTION 15700 - HEATING, VENTILATING AND AIR CONDITIONING 15700.1 GENERAL 15,221,11 RELATED DOCUMENTS: A. Drawings, specifications Division 1, General Mechanical Requirements this Division, and Contracts. 15700.12 WORK INCLUDED: A. A heating, ventilating and air condition package will be provided by the Owner through a designated National HVAC Package Vendor. B. The heating, ventilating and air conditioning contractor shall only furnish all necessary labor and equipment to completely install the National HVAC Package as noted on the drawings. 15700.13 CODES AND STANDARDS: A. All installations shall be done in accordance with the latest standards as recognized by ASHRAE, SMACNA and any applicable state and local codes or ordinances. 15700.14 PERMITS AND FEES: A. The installing contractor shall be responsible for all necessary permits required to do the work and any fees required for such permits. 1570 .15 BALANQING AND TESTING: A. Within two calendar weeks of the restaurant opening a representative of the National HVAC Package Vendor shall visit the site and perform the following: 1. Inspect, adjust and balance the complete installation of all HVAC equipment, exhaust fan systems and other applicable mechanical equipment for proper installation and operation. 2. The National HVAC Vendor shall than submit a complete Inspection and Balance Report to the Architect and Area Construction Manager. 3. The National HVAC Vendor shall also prepare an inspection report that will be the basis of the Construction Inspection Report for the heating, ventilating and air conditioning installation. 15700.16 INSTALLATION ADJUSTMENT: A. The Heating, Ventilating and Air Conditioning Contractor shall be responsible for correcting all items determined to be the result of improper or incomplete installation as outlined on the Taco Bell Construction Inspection Report. 15700.17 WARRANTY: A. The National HVAC Vendor shall warranty all equipment and material supplied by him for a period of one (1) year from date of restaurant opening against defects in materials and workmanship. The warranty shall include the cost of all labor and material. B. The Heating, Ventilating and Air Conditioning Contractor shall warranty his installation for a period of one (1) year from the date of restaurant opening against defects in workmanship. This warranty shall include the cost of all labor and material. R.v.7/81 Pogo 88 DIVISION 16 - ELECTRICAL SECTION 16100 - GENERAL REQUIREMENTS 16100.1 RELATED DOCUMENTS: A. Drawings, Specification Division 1, and Contract. 16100.2 SCOPE OF WORK: A. The work covered by this Division consists of furnishing all materials, labor, equipment, and apparatuses and performing all operations required for complete installation of a complete and properly operating electrical system, in strict accordance with the applicable Drawings and Specifications. 16100.3 APPLICABLE STANDARDS AND CODES: A. Materials, equipment and installation of the electrical system shall conform to the latest standards of the following Publications: (including all addenda, amendments or supplements thereto). 1. National Electrical Code (NEC). 2. National Fire Protection Association (NFPA). 3. All governing codes and local ordinances. 16100.4 PROCEDURES: A. All permits, licenses and bonds necessary for the complete installation of the electrical systems shall be obtained by the Contractor. B. A set of prints shall be kept at the job site upon which all changes and deviations from the original layout are to be recorded. C. The Contractor shall furnish the Unit Supervisor two (2) sets of complete maintenance and operating instructions for the electrical equipment. D. The Contractor shall furnish to the Owner's Representative, a written guarantee covering his work, including all equipment, material and workmanship against all defects for a period of one (1) year from the date of acceptance. 16100.5 CONTRACT DOCUMENT, A. The Drawings determine the general design of the equipment. Exact disposition of the equipment is subject to the requirements and construction of the manufacturer's standard but the space occupied and general design shall correspond to that shown on the drawings. 16100.6 WORKING SPACE: A. In the installation of all apparatus called for, special attention shall be given to the accessibility of the apparatus and controlling parts. 16100.7 WORK BUILT IN: A. All work to be built in shall be ready for installation at the proper time in order that there may be no delay in the progress of the work. 16100.8 MATERIALS, EQUIPMENT. AND WORKMANSHIP: A. Materials and equipment used throughout shall be new and the best of their respective kinds. All work shall be executed with safety and good workmanship by competent workmen. 16100'.9 CONCEALED WORK: A. No work of any kind shall be covered up before it has been examined and approved by the proper inspection authority. Rev.7/81 Pepe 89 16100.10 PROTECTION: A. All work, equipment, and material shall be protected at all times. All conduits and pipe openings shall be closed with caps or plugs during construction. 16100.11 WALL CHASES AND OPENINGS IN FLOOR AND WALLS: A. The Contractor shall layout and construct all sleeves, forms and chases and required openings in floors, and walls for his work. After conduit has been installed, openings shall be sealed to restore the fire and smoke rating of walls and floors. 16100.12 FLASHING :, A. Conduits, etc., passing through walls or roof shall be properly flashed and counterflashed, and caulked to provide a weathertight installation. 16100,13 KEYS: A. Provide three (3) sets of keys for each key operated device furnished under this division of work. Equipment of same kind shall be keyed alike. Deliver keys with tags to Unit Supervisor. 16100,14 IDENTIFICATION: A. Equipment, disconnect switches, motor starters, pushbutton stations, panels, switchgear, special device plates, and similar materials shall be clearly and permanently marked. B. Provide typewritten directories in panels with clear plastic protection shields and mounted in card holders. 16100,15 TESTING: A. Test complete electric system for grounds and short circuits before final : acceptance in accordance with code and utility company requirements. 16100.16 WIRING: A. The contractor shall be responsible to make final connections and provide wiring for the following items: 1. Food service equipment (including condensing units). 2. HVAC units and fans. 3. All low voltage wiring. 4. Lot lights as shown on site plan. 5. Sound system. 6. Identification signs. 7. Menu -order boards (interior and exterior). DIVISION 16 - ELECTRICAL ,E TION 16200 - PRODUCTS 16200.1 CONDUIT: A. Rigid conduit shall be zinc - coated exterior with zinc or enamel interior and shall be used when installed in or under concrete slabs, in contact with the earth, under public roadways, in masonry walls or exposed on building exterior. B. Electrical metallic conduit shall be used only for interior runs. Fittings shall be gland ring compression type. C. Flexible metallic conduit may be used in concealed locations less than 6' long where permitted by code. Fittings shall be "Jake" or "Squeeze" type. D. Fiber conduit shall be Type I and may be used on concrete encased underground installations in lieu of rigid steel conduit as permitted by code and other governing authorities. Provide a code sized insulated conductor (green) ground wire in conduit for continuity of equipment ground. E. PVC conduit may be used for exterior installations where permitted by code and governing authorities. Green wire ground wire shall be provided when using PVC. F. Flexible non- metalic sheathed cable used only for interconnection of units with roof mounted condensers. 16200.2 OUTLET BOXES AND JUNCTION BOXES; A. Outlet and junction boxes used in concealed work shall be galvanized or sherardized one - piece, pressed steel, knock out type size in accordance with the code. Plastering rings shall be provided for all flush mounted boxes. B. Outlet and junction boxes used outside of building, on roof, or in landscaped areas shall be waterproof cast aluminum with conduit hubs as required. 16200.3 WIRE AND CABLE (600 VOLTS AND LESS): A. Type of wire shall be as follows: 1. Unless otherwise indicated all wire shall be type THHN; in wet locations, it shall by Type THWN or XHHW. 2. Wiring adjacent to heat producing equipment shall be Type AVA. 3. No wire smaller than #12 gauge shall be used, except for signal or control systems. 4. Wire installation: a. Wire shall not be installed until all work of any nature that may cause injury to the wire is completed. b. Mechanical means shall not be used in pulling wires #8 or smaller. c. Approved wire pulling lubricant shall be used as required to prevent insulation damage and overstressing of the wire while pulling through conduit. d. All wiring of panelboards, cabinets, etc., shall be neatly wrapped, taped, or laced into groups to provide a neat and orderly appearance. e. If the size and number of conductors in a conduit on the drawing is not show, then it shall be assumed to 2 #12 wires. f. All secondary branch circuit and feeder conductors shall be color coded to comply with Art. 210 -5 of NEC. 5. No. 10AWG and smaller shall be solid and No. 8AWG and larger shall be standard. 6. Conductors shall be copper, softdrawn of not less than 98% conductivity, conforming to ASTM specification and latest requirement of NEC. 7. All conductors shall be new and shall be delivered to the site in their original packages. 16200,4 POWER AND LIGHT PANELBOARDS AND CABINETS: R.v.7 /91 Page 91 A. Furnish and install circuit breaker branch circuit panelboards as indicated in the panelboard schedule. Panelboards shall be of a dead -front safety -type, equipped with thermal magnetic molded case, snap -in type circuit breakers. Bus structure and main lugs or main breaker shall have current and voltage ratings as shown on the panelboard schedule. Load centers are not acceptable. • B. All panelboards shall be equipped with neutral bar equipment grounding bus and isolated ground bus. C. The panelboard bus assembly shall be enclosed in a steel cabinet fabricated from galvanized steel or equivalent rust - resistant steel. Fronts shall include doors and have flush, brushed stainless steel, cylinder tumbler -type locks with catches and springloaded door pulls. Fronts shall not be removable with door in the locked position. D. Circuit breakers shall be arranged and numbered as shown on panelboard schedule. E. Terminals for feeder conductors to the panelboard mains and neutral shall be suitable for the type of conductor specified. F. Circuit breakers shall be all molded case quick -make, quick - break, thermal magnetic, trip indication and have common trip on all multiple breakers. The circuit breakers shall be labeled or imprinted on the case with frame size, trip size, voltage rating, UL approved and shall be factory sealed at the factory. G. Panelboards shall be Square D or General Electric. 1620Q.5 ELECTRICAL SERVICE AND SERVICE EQUIPMENT: A. Furnish and install 120/208 volt, 3 phase, 4 wire wye overhead or underground incoming secondary electrical service, service attachment, service head, conduit, wire panelboards, C/T cabinets, local utility company metering, interconnecting wiring, and grounding as shown on the plans. a. The Electrical Contractor is responsible and shall furnish all labor and material to assure compatible electrical services. 16200.6 SAFETY SWITCHES_ A. Furnish and install safety switches as indicated on the Drawings. Switches shall be of size and fused as indicated on the Drawings. B. Switches shall have a quick -make, and quick -break operating handle and mechanism which shall be an integral part of the box, not the cover, Padlocking provisions shall be provided for pradlocking in the OFF position only. Switches shall have a dual cover interlock to prevent unauthorized opening of the switch door in the ON position or closing of the switch mechanism with the door open. C. Switches shall be as manufactured by Square D, General Electric, Westinghouse, or ITE of heavy -duty type and motor rated. 16200.7 FUSES: A. The Contractor shall provide fuses as called for on the Drawings. Where the fuse size is not indicated the contractor shall size the fuse for the actual load installed. B. All fuses shall be non - renewable, current limiting rejection element timelag type. The fuses shall have an interrupting capacity of 200,000 amps R.M.S. symmetrical. C. The contractor shall provide on (1) spare fuse for every fuse size installed. D. The fuses shalt be buss, or Gould - Shawmut. 16200.8 LIGHTING FIXTURES: A. Shall be as indicated on Drawings and shall be complete with all required supports, hangers, etc. Provide attached junction boxes for incandescent units. Contractor shall receive, unpack, assemble and install fixtures indicated to be furnished by others. Fixtures in one hr rated ceilings shall have one hr rated enclosure. 16200.9 LAMPS: Rov.7 /91 Page 92 A. All lamps shall be of the size and type indicated on the Drawings. B. Incandescent lamps shall be medium base, inside frosted, extended service type, rated at 130 volts. C. Fluorescent lamps for general use shall be energy saving type cool white. D. All high intensity discharge lamps shall be provided with a mogul screw shell base. E. The Contractor shall furnish and install all lamps in all fixtures of size shown on the drawings. All lamps shall be General Electric, Sylvania, or Westinghouse. 16200.10 BALLAST: A. All ballasts shall have voltage rating in accordance with these specifications. Each ballast shall be designed to operate the type of high intensity discharge or fluorescent lamp(s) installed in its fixture. B. Fluorescent ballasts shall be high power factor, rapid start, dry fill type with built -in thermal protection. C. All high intensity discharge ballasts shall have a .9 minimum power factor. D. All ballasts shall be CBM -ETL H.P.F. certified, Underwriter' Laboratories approved and shall have a "A" sound rating. E. Ballasts for fixtures installed in outdoors shall be suitable for operation at -20 degrees F. 16200.11 PARKING LOT LIGHTING.. A. Contractor to install parking lot lights where, indicated on the site plan. 16200.12 EXTERIOR SIGNS: A. Owner shall furnish and install exterior signs in yard and on building. B. Electrical Contractor shall furnish and install wiring to sign junction boxes. 1120,12 A. NE. , • T • D ES I • WI See Mechanical Drawings for wiring diagrams and related work, 16200.14 LIGHT SWITCHES: A. Wall switches for general lighting control shall be specification grade, quite type, totally enclosed, ivorcolor, and shall be as manufactured by Hubbell, Slater, or Pass and Seymour equal to the following Hubbell Products: 1. Single Pole #1221 2. Double Pole #1222 3. Three -Way #1223 4. Four -Way #1224 5. Dimmer (Lutron) #D -18P 6. Key Type Same as above except key operation 16200,15 RECEPTACLE OUTLETS: A. Single or duplex convenience receptacle for general use are to be installed vertical and shall be specification grade, 20 ampere, 125 volt, grounding type, ivory color, and shall be Hubbell, Slater, or Pass and Seymour equal to Hubbell #5361 and #5362. B. Other receptacles indicated on drawings by NEMA designation shall be Hubbell, Slater, or Pass and Seymour equal to Hubbell listed: 1. NEMA 6 -20 shall be a 2 -pole, 3 wire, 250 volt, 20 ampere outlet, Hubbell #5461. 2. NEMA 6 -30 shall be a 2 -pole, 3 wire, 250 volt, 30 ampere outlet, Hubbell #9330. 3. NEMA L5 -20 shall be a 2 -pole, 3 wire, 125 volt, 20 ampere outlet, Hubbell #2310. 4. NEMA L6 -20 shall be a 2 -pole, 3 wire, 250 volt, 20 ampere outlet, Hubbell #2320. C. Ground fault receptacles shall be 20 ampere devices with single outlet and test and reset push buttons. Receptacle shall be equal to Square D #GFSR- 120 -1. D. Receptacles for computer cash register system to be Hubbell #5262 IG duplex as noted on Drawings. Ray.7 /81 Page 93 16200.16 OUTLET AND SWITCH COVER PLATE: A. A device plate shall be provided for each outlet of one -piece thermoplastic type in ivory color. B. Weatherproof duplex receptacle cover plates shall be gray cast aluminum with spring loaded double lift covers to automatically snap shut equal to Hubbell 1/5205. 16200,17 TELEPHONE SYSTEM: A. Contractor shall furnish and install the telephone empty conduit, puliwire, terminal boxes, junction boxes, and outlet boxes, in building where shown on the Drawings. 16200.18 SOUND SYSTEMS; A. Install interior sound system supplied by Owner as shown on Drawings. 16200.19 COMPUTER CASH REGISTER SYSTEM:, A. Provide necessary conduit and outlets, and power wiring for computerized cash register system as indicated on the Drawings. Provide pull - string in all empty conduit. 16200.20 TIME CLOCK: A. Contractor shall furnish and install 7 -day calendar dial time clock where indicated on drawings for exterior fights. B. Upon completion of the installation, the Contractor shall set the time controls per the Owner's Representative's schedule. 16200.21 I?p /E -THRU ORDER SYSTEM: A. Provide necessary conduit outlets and power wiring for drive -thru order system as indicated in the Drawings. Provide pull - string in all empty conduit. DIVISION 16 - ELECTRICAL SECTION 16300 - EXECUTION 16300.11 GROUNDING: A. The equipment grounding system shall be such that all metallic structures, enclosures, raceways, junction boxes, outlet boxes, cabinets, and other conductive items associated with electrical circuits operate continuously at ground potential and provide a low impedance path for possible ground fault currents. B. The service neutral shall be solidly connected to the incoming building water service ahead of the main cutoff valve. C. Equipment ground wire shall be THW insulated and shall be green in color. 0. Ground for computerized cash register system to be separate from system ground with separate connection to water system. 16300.12 CONDUIT USAGE:' A. Rigid steel conduit shall be used for all conduit two (2) inches and larger. B. Conduit runs in floor slabs, under floor slabs, or in poured concrete walls shall be rigid steel. C. Conduit run above switch height in wall or above ceiling to be EMT or flexible conduit as permitted by local codes. . , D. Conduit run exposed to the weather shall be rigid steel. 16300.13 CONDUIT INSTALLATION: A. A conduit system shall be installed for the connection of all outlet boxes junction boxes, panel boards, cabinets, etc., as indicated on drawings. B. Where conduits pass through exterior concrete walls or footings below grade, the entrance shall be made watertight. C. All conduits where they enter panelboards, pull boxes, or outlet boxes shall be secured in place by galvanized locknuts and insulating bushings. 16300.14 BENDING CONDUIT: A. Rigid and EMT field bends shall be made with standard tools and equipment. Conduits shall not be bunt through more than 90 degrees. B. Plastic conduit shall not be bent in the field. C. Size of conduit shall not be less than that required by the National Electrical Code. The Contractor shall install larger size conduits than detailed where there is an excessive length of unbroken run or an excessive number of bends. D. Runs in slabs shall be installed with as few bends as possible, and in such a manner as to avoid moisture entrapment. E. All conduit joints shall be made up tight. Where metallic conduits are cut the inside edge shall be reamed smooth to prevent injury to conductors. During construction, all installed conduits shall be temporarily capped or corked. F. Set screw connections shall not be used on any conduit. G. Plastic conduit joints shall be solvent welded in accordance with the recommendation of the manufacturer. 16300.15 INSTALLATION OF CONDUCTORS: A. Conductors shall be continuous between outlets or junction box and no splices shall be made except in outlet boxes, pullboxes, panelboard gutters or hand - holes. Provide 8" pigtails at all connections. 16300.16 INSTALLATION OF EQUIPMENT AND FIXTURES: R.v.7 /91 Pap 95 A. Install all equipment and fixtures forming part of the work of this section in complete accordance with the manufacturers' recommendations and all pertinent codes and regulations. 7 REFERENCES: American Petroleum Institute, 1987, Recommended Practice for Abandonment or Removal of Used Underground Service Station Tanks, API Bulletin 1604, 8p. Camp, V.E., Hopper, P.R., Swanson, D.A., and Wright, T.L., 1982 Columbia River Basalt in Idaho: Physical and Chemical Characteristics, Flow Distribution, and Tectonic Implications, Cenozoic Geology of Idaho: Idaho Bureau of Mines and Geology Bulletin 26, p.55 -75. New England Interstate Water Pollution Control Commission, 1988, Tank Closure Without Tears: An Inspector's Safety Guide, Boston, Massachusetts. Uniform Fire Code, 1988, Abandonment and Status of Tanks, Sec. 79.115. PRINCIPALS R.aontncl 1.. Chalker, P.C. Daniel U. Putnam. P.t. lames H. Collins, P.E. Donald 14.Si.ntl, P.E. David N. Iohnsnn, P.E.. CHALKEER PUTNAM COLLINS & SCOTT CONSULTING STRUCTURAL ENGINEERS 950 SOUTH FAWCETT, SUITE 301 TACOMA, WA 98402 12061383.2797 FAX 12060 383.1557 STRUCTURAL CALCULATIO FOR STRUCTURAL ENGINEERS Ian l limn,. PI ECEME S MAY 1 0 19931 THE MAHAN PARTNERSHIP, INC. CONSULTING ENGINEERS TACO BELL #06 -628, M • 70 • H D TUKWILA, WASHINGTON Prepared By CHALKER PUTNAM COLLINS & SCOTT, INC. +o env May 6, 1993 J 93 -171 RECEIVED CITY OF TUKWILA MAY 7 1993 PERMIT CENTER (i7 PULI Ir1LACK TNAM COLLINS & SCOTT CONSULTING STRUCTURAL ENGINEERS 930 SOUTH FAWCETT, SUITE 301 • TACOMA. VW 96102 a061 3812797 INCORPORATED 1969 O MEMO lCALCULATION O MEETING MINUTES O TELEPHONE RECORD O, PROJECT. JOSNO.• N 17•'' I DAM Lr•lZ Ere 9.6 J SHEET I W 12f 9f Snow vRIp..DIM-GA 26' I s F 4,-10w Pt 4) 614 Lok0..: • . CI erne., Li h~..�J•33�.. ks2-b•P' w° 1.11 w }� acs �1 st• 12' A.0 el' e.s • 4s° A • • • s GS 8. • • lL • • 1 37 } I . Cy ._ 1 _ .. • •• .... .. a-0. • • • _.. (.. i.. _.... �s a$.. o�l�- _.__IZ .P .�• • .. ..mitook.'_ 6itSt 2 • RP. MPH, a* zp. 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PUTNAM COLLINS & SCOTT CONSULTING STRUCTURAL ENGINEERS ,so SOUTH MVCETT, SUITE 301 • TACOMA. Vi %402 3831270 INCORPORATED 1969 2.051` k/ 02.0% 1- C 10.3-151 o MEMO ,PICALCULXfON o MEETING MINUTES O TELEPHONE RECORD 0 PROJECT. JOB NO. `• I ? 1 1 OWE• lo• t'7 • °t Epe SHEET` 1 q¶ i i . ' iu I i : : i �• ■ 4e r-•2 C l L.) m. qa, i � -- .0 ,t$,•{.lc.st - . _ix, Ile 6Eta`. ... r__.,.___ .. 2TI2,. • .... _.r _.. ..� Co) .. .. _ _ - _l.....{.. _J 0.14 0 "t•-...- "i7Orvit.)• --671°•...*---715--. •-• .. ;/ iii ke _... I- - -• -- .1---- 1 ----4- -;-; . .... . .. .. ..... ...,..-.i...4 I -'. ....r..= .c- ' , . m . - r.-,‘ •..: . - - =.. _ ...... ._.__ • , I , _-,._-1 • . . � . 2 %. .( .. k .. _ .. • reA1 /4." T ) ..; tom. i , • 1.40r44014 .6116- i• --•i• •- M E M O City of Tukwila Department of Community Development John W. Rants, Mayor Rick Beeler, Director DATE 7/6/93 TO Wendy Ender FROM Bob Benedicto SUBJECT Taco Bell, B93 -0163 # OF PAGES 1 Final review and approval has been completed by Fire Prevention Bureau, Planning and Public Works. Prior to final approval by Building Division, additional modification to the plans will be required as follows: 1. All sheets that bear the architect's seal must be signed and dated. 2. The proposed modification to the one hour shaft enclosure (sheet H -1) cannot be approved as proposed. Modifications to U.L. # U -305 would nullify: the listing. A wall constructed exactly as specified by U -305 or an . independent shaft wall assembly would be acceptable. Please submit alternate . detail for review and approval. If you have any questions please call me at 206/431 -3676. If you wish to . transmit a shaft ep osure detail via FAX, our number is 206/ 431 -3665 Robert Bene Plans Examiner 6300 Southcenter Boulevard, Sulte #100 :• Tukwila, Washington 98188 • (206)431.3670 • Fax(206)431-3665 R O B E R T FOSSATT[ A S'S 0 C 1 A T E S CONSULTING ENGINEERS City.of Tukwila 6300 Southcenter 'Blvd., Suite 100 Tukwila, WA 98188 Attention: Duane Griffin A PROFESSIONAL 1000 NORTON BUILDING 110 SOUfII IIOTEL STREET SERVICES 801 SECOND AVENUE SURE 202C CORPORATION SEATTLE. WASHINGTON 08104 HONOLULU. HAWAII 90913 TELEPHONE: (206) 021 -1803 TELEPHONE: (808) 533.0099 FAX; (206) 021 -9740 FAX: (808) 545-2200 Reference: 93- T- 06/93102 -01 (Taco Bell) RECEIVED CITY OF TUKWILA JUL . 2 1993 PERMIT CENTER Dear Mr. Griffin: We.have received information on the proposed project and,have reviewed it for compliance with the structural portions.of the.1991 Edition of the Uniform Building Code. We have no.additional comments. Enclosed are the drawings, calculations, soils report,: and specifications for your use. Very truly yours, ROBERT FOSSATTI ASSOCIATES,' INC., P.S. Crys al.Kolke CK /jws.2 CC: ' Brown. Connally` Rowan Architect, Inc. 222 East 26th Street Tacoma, WA_: 98421' .E3 R 0 W N CONNALLY R.O W.A N A It (' 11 I T I. C r y Q • June .22,1993 • Mr. Robert Benedicto .Plans Examiner. City of Tukwila Department of Community Development 6300 Southcentcr Boulevard, Suite #100 Tukwila WA 98188 RE Taco Bell restaurant at Strander & West Valley Hwy, .permit Application # B93 -0163 RECEIVED • CITY OF TUKWILA • JU4 2x'1993. PERMIT CENTER,; ,.Dear. Mr. Benedicto, The following is in response to your initial plan review comments of May 12, 1993. . 1), The glass schedule has been revised to 1" insulating glass for all glass types.Sce sheet A3, rev 1 (6.18:93), attached. Taco. Bell Specifications (previously submitted) Section 0880.22B requires a 1/2 "airspace for :insulated glass. 2) ' See lighting power budget calculations attached. 3) See:Detail L, Sheet A 13, rev 1 (6.18.93) attached, also see revised' Reflected Ceiling Plan, Sheet A4, revl: (6.18:93) and Wall Sections Sheet A9 and'AlO (both rev.1 6.18.93). 4). See Sheet. H1 (4.23.93), which inadvertantly was left out of our original submittal: I apologize that this was not available for your initial review: 5.) Sheets,L -Land L -3 were submitted to your office on May 24, 1993. 'All drawing revisions described above are clouded and identified on the attached drawings ' by the last revision number shown in the triangular revision symbol. If you have any additional questions `or comments please contact our office immediately, Sincerely, Kristine' Anderson • Brown .Connally Rowan Architects (206)627.4367 '. 222 EAST 26th STREET SUITE 106 . comyenci . INSTITUTIONAL ', MEDICAL INDUSTRIAL TACOMA, WA 98421 • FACSIMILI;1206) 627•1 395 • June :22,1993 Mr. Dayle Houk The •Mahan Partnership 1200.5th Avenue, Suite 1910 Seattle WA 98101 RE:;. Taco Bell restaurant at Sirander & West Valley Hwy, permit Application# B93 -0163. B It 0 W •N CONNALLY RO W A N. A11Culrr.crs Dear Mr. Houk, The,. following is in response to the project review, structural design comments in your letter . of ,May, 21, 1993 to Duane Griffin, City of Tukwila. • 1). Sec sheet A2, rev.1 (6.18:93); and A5,,rev. 1 (6.18.93) general notes for added note requiring special inspection for the tube steel column :anchor bolts and all field welding. . Sce'sheet'A2, rcv:1 (6.18.93), general notes for added note requiring that . all •welding is to be by WABO certitficd welders, . Reference to Detail U of Sheet A 13 has been removed from Shcet.A5, Roof Framing Plan (see Sheet A5, rev 1, 6.18.93, attached): See Detail L, sheet A 13• and wall section A, Sheet A9 •for connection.. Sec revised Detail L; Q, R and T of sheet A13, rev.1 (6.18.93).and rev_ iscd structural calculation sheet? of 9, attached. See Sheet A5 (rev 1, 6.18.93), attached, for correction of tube steel column size, .) .) Satellite dish, is approximately 3' -6" in diameter and weighs wcll'umder 200 pounds. Sec, Shect A5 (rev 1, 06.18.93) attached. .) Sec structural calculations sheet 9 of 9. as previously submitted :for calculations: for the anchor ,bolts in tension at the steel tube, columns. All drawing revisions described above are clouded and identified on the' attached. drawings by thc,last revision 'numbcr: shown in the triangular revision symbol: (206)627.4 367 COMMERCIAL, INSTITUI IONAL Mid/4: .INDUSTRIAL 222 CAST 264h STRECT . SUITE 106 PINDMININ TACOMA, VISA 98421 FACSIMIUL (206) 627.4395 If you have any additional questions or comments please contact our office i'mmediatcly. Sincerely T - -Kristine Anderson: 'Brown'.Connally Rowan Architects cc : Duane Griffin City of Tukwila 6300 Southcenter Blvd, Suitc 100 'Tukwila, Washington 98188 PARTNERSHIP E 1200 - 5th Avenue, Suite 1910 • Seattle, Washington 98101 • (206)624 -8150 • Fax (206)624 -8151 May 21, 1993 Duane Griffin City of Tukwila 6300 Southcenter Blvd, Suite 100 Tukwila, Washington 98188 Regarding: 93 -T -06 (Taco Bell) Dear Mr. Griffin, We have received information on the proposed project and have reviewed it for compliance with the structural portions of the 1991 Edition of the Uniform Building Code. Our comments follow. Structural 1. Provide information on the drawings requiring special inspection for the tube steel column anchor bolts and all field welding. 2. Indicate in the Contract Documents that all welding is to be by WABO certified welders. 3. Provide Detail U /A13. 4.. Provide diaphragm chord calculations and indicate on the drawings which top plate splices shown on T /A13 are required at the various locations. 5, Coordinate the tube steel column size shown on Sheet A5 with the other plans and details. 6. Provide satellite dish loading requirements in the truss design criteria. 7. Provide calculations for the anchor bolts in tension at the tube steel columns. Please have the applicant respond to the above comments in itemized letter form and resubmit two copies of revised drawings and one copy of revised calculations, as required. All status inquires should be directed to our receptionist. StirafETY IMMO Sp r .011 I3ouk.. DBI-I:1' cc: Brown Connally Rowan Arch. Inc.. 222 East 26th. Street Tacoma, WA 98421 William C. Mahan • Dayle B. Houk • Crystal L. Kolke • Carol L. Olsen MAY 2 4'1993 CUAAMONITy DEVt LOP, °v ENT City of Tukwila Department of Community Development John W Rants, Mayor BUILDING DIVISION May 12, 1993 Ms. Wendy Ender Brown Connally Rowan Architects, Inc. 222 East 26th Street Tacoma, WA 98421 Rick Beeler, Director Re: Taco Bell, Tukwila, WA Permit Application # B93 -0163 Dear Ms. Ender: The initial plan review by Tukwila Building Division has been completed. Prior to final review and approval additional information and or clarifications to the plans will be required to show compliance with Tukwila ordinances. The following comments are applicable: 1. Washington State Energy Code: Proposed structure meets the prescriptive requirements for compliance provided that all windows are double glazed with minimum air space between glazing of 1/2 ". Glazing notes on "Glass Schedule" Sheet A3 indicates otherwise. Revise glazing type or submit energy code calculations to show compliance by Component performance (per Chapter 5, WSEC). 2. Provide lighting power budget calculations to show compliance with this requirement of the Washington State Energy Code Sec. 505.3.1. 3. Ventilation for attic space is detailed at vertical wall of mansard, and called for at eaves line. Provide additional detail to describe required ventilation at eaves line. 4. Plans indicate that kitchen exhaust hood #34 is required for removing grease and smoke. As such, it is a Type I hood as prescribed in U.M.C. chapter 29. Provide construction details for the installation of a one hour fire rated shaft enclosure for the hood duct. 5. Set of plans submitted for building permit application listed sheets L -1 and L -3 on index sheet, but these plans were not included. Please submit two copies of each to complete our plan sets. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431-3670 • Fax (206) 431-3665 • City of Tukwila Department of Community Development 5/13/93. TACO BELL, B93-0163 Page 2 John W. Rants,- Mayor Rick 'Beeler,. Dtmctor 6. A separate permit will be required for the pole sign. This condition of approval will be noted to plans. Please respond in itemized letter form, and submit two copies of any additional information or revisions that may develop. If you have any questions, you may call this office weekdays between 8:30 AM and 5:00 PM. Sincerely, Robert Benedict°, Plans Examiner 6300 Southcenter Boulevard, Stitte #100 • -7AlkwIlql: Wish( on: 98188 V3670 (206) 43 , • Faki(206)431-366.5.--: .• • • , City of Tukwila Department of Community Development May 10,..1993 The Mahan Partnerships Consulting Engineers 1200' Fifth Avenue, Suite 1910 Seattle, .WA 98101 Regarding: 93 -T -06: .Taco Bell (B93 -0163) Please do structural review per U.B.C.,.1991 Edition. Sincerely Shellie L. Bates Permit Technician John W. Rants, Mayor Rick Beeler, Director 6300'Southcenter Boulevard, Suite #100' Tukwila, Washington" 98188 v. :206) X13670 Fax. (20614.317366.5.r, CITY OF TUKWILA PRE- APPLICAT. ) N PROCESS MEETING ATTENDANCE RECORD CITY OF TUKWILA Department of Community Development - Building Division Phone: (206) 431 -3670 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 PRE - APPLICATION FILE NO. PRE92 -008 PROJECT: TACO BELL (j9'3 -'O1 MEETING DATE: 2 -20 -92 TIME: 2 :30 SITE ADDRESS: 15650 West Valley Highway DATE CHECKLIST MAILED: 2 -21 -92 BY: DLM STAFF PRESENT fl) Building ® Fire (431 -3670) (575 -4404) ® Planning (431 -3680) ® Public Works (433 -0179) ❑ Parks & Rec (433 -1843) El Police, (433 -1804) ® Permit Center (431 -3670) ® Other: ( - ) NAMES / TITLES Duane Griffin /Building Official Nick Olivas /Fire Marshal Denni Shefrin /Associate Planner Phil Fraser /Senior Development Engineer Ted Rutt /Crime Prevention Denise Millard /Permit Coordinator Rick Beeler /Chairman APPLICANT / REPRESENTATIVES PRESENT Contact Name Wendy Ender Person Company/Title Brown Connally Rowan Street Address 222 East 26 Phone 206 627 -4367 City /State /Zip Tacoma WA 98421 Others Name Present Company/Title Street Address Name Phone City /State /Zip Phone Company/Title Street Address City /State /Zip Name Phone Company/Title Street Address Name City /State /Zip Phone Company/Title Street Address Name Company/Title Street Address City /State /Zip Phone City /State /Zip PRE- APPLICAT ON CHECKLIST CITY OF TUKWILA DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING DIVISION – PERMIT CENTER 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 BUILDING DIVISION Ivory ; 'The- Dill UDC, Umc, # UtoL rsj/// 1. Comply with the Uniform Building Code, 1988 Edition. be art e+ac( e.sg -o •4•i VI Tu. I nplc),� -e_c� ca 4~ 1-I e_ c..PP /rc&Tito 2. Comply with the Uniform Mechanical Code, 1988 Edition.) i s Ltcc e.. P +•e,ej W i t cxPP IY" 3. Comply with the Washington State Energy Code, •#Edition. Provide energy calculations stamped by a Washington State licensed architect or engineer (see attached format). 4. Comply with Washington State Barrier Free Code, 1990 Edition. 5. Apply for and obtain the following Building Division permits and approvals through the Permit Center: • Building Permit • Rack Storage • Mechanical Permit • Demolition (building) • Other: 6, All applications and plan submittals must be complete in order to be accepted by the Permit Center for plan review. Use the Plan Submittal Checklist provided on the reverse of the application forms to verify that all the necessary materials and information has been supplied. 7. Construction drawings must be stamped by a Washington State licensed architect. 8. Structural drawings and calculations must be stamped by a Washington Stated licensed structural engineer. 9. A boundary survey prepared by a Washington State Registered Land Surveyor must be submitted as part of the Building Permit application. 10. Temporary erosion control measures shall be Included on plans. Normally, no site work will be allowed until erosion control measures are in place. X11. Rockeries are not permitted over 4' in height. Retaining structures over 4' in height must be engineered re- taining walls, and require a permit. 12. All rack storage requires a permit and rack storage over 8' high must be designed for Seismic Zone 3. A Washington State structural engineers stamp will be required on plans and structural calculations submitted for rack storage over 8' high. 13. Construction documents shall include special inspection requirements as specified In Sections 302(c) and 306 of the Uniform Building Code. Notify the Building Official of testing lab hired by architect or owner prior to permit issuance date. The contractor may not hire the testing lab. 14. Construction documents shall contain soils classification Information specified in Table 29 -B of the Uniform Building Code, stamped and signed by Washington State licensed architect or engineer in responsible charge of the structural design work. 15. Demolition permits are required for removal of any existing buildings or structures. 16. Comply with UBC Appendix Chapter 35, Sound Transmission Control (R -1 occupancy group). 17. Obtain approvals and permits from outside agencies: 1j' ELECTRICAL PERMIT /INSPECTIONS are obtained through the Department of Labor and Industries 1J'- (277- 7272). PLUMBING PERMIT /INSPECTIONS are obtained through King County Health Department (Inspec- tions: 296 -4767; Permits: 296 - 4727). KING COUNTY HEALTH DEPARTMENT must approve and stamp plans tor public pools/spas and food service facilities prior to submittal to the Tukwila Building Division (296- 4787). 15q: FIRE PROTECTION SYSTEMS plans are reviewed through the Tukwila. Fire Department (575 - 4404). 18. , Under the State Water Conservation Performance standards, handsinks to be used by the general public rpust hake metered faucets. 11 these handsinks are in food service, minimum is 15 seconds, 10 in schools. i'Ic�n, krc re.t�•. iYael auk-O•wtc��;c C'k �x�i•viuuirh�M_9 s✓stTh'1' stiaIl he. sub)n-tac C19. eLs 0 +am•f 0 •Fin.. 1m; Per -mIT (0911c (xi i an 5'011144114cl Pctcck 4_9 20. Checklist prepared by (staff): Date' 'a— � •– CITY OF TUKWILA DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING DIVISION - PERMIT CENTER PRE-APPLICATiON CHECKLIST 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 FIRE DEPARTMENT - Construction information 41. The City of Tukwila has adopted the 1988 Uniform Fire Code. This and other nationally recognized standards will be used during construction and operation of this project. (TMC 16.16.120) 2. Fire hydrants will be required. (City Ord. #729) 3. Required fire 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. 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 fire hydrant. (UFC 10.301 and City Ord. #729) n4. Automatic fire sprinklers are required for this project. Sprinkler systems to comply with N.F.P.A. #13. Sprinkler plans shall be submitted to Washington State Surveying and Rating Bureau, Factory Mutual or Industrial Risk Insurers for approval prior to being submitted to Tukwila Fire Marshal for approval. Sub- mit three (3) sets of sprinkler drawings. This includes one for our file, one for company file, and one for the Job site. (City Ord. #1528) 7 n 5. Maximum grade is 15% for all projects. 7 6. Hose stations are required. (City Ord. #1528) 7. A fire alarm system is required for this project. (City Ord. #1528) Plans shall be submitted to the Tukwila Fire Marshal for approval, prior to commencing any alarm system work. Submit three (3) sets of com- plete drawings. This includes one for our file, one for company file, and one for the job site. I Y 18. 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 prior to start of installa- tion. (UFC 10.301) 9. Portable fire extinguishers will be required in finished buildings per N.F.P.A. #10. (Minimum rating 2A, 10 BC) n10. Buildings utilizing storage of high piled combustible stock will require mechanical smoke removal per Section 81 of the 1988 UFC. 7 7 7 7 7 v' Y 11. During construction, an all- weather access will be required to within 150 feet of the building. (UFC 10.207) 12. No building will be occupied, by people or merchandise, prior to approval and inspection by Fire and Building Departments. 13. Adequate addressing is required. Number size will be determined by setback of building from roadway. Four inch numbers are minimum. Numbers will be in color which contrasts to background. (UFC 10.208) 14. Designated fire lanes may be required for fire and emergency access. This requirement may be estab- lished at the time of occupancy and /or after the facility is in operation. (UFC 10.207 as amended) 15. Special Fire Department permits are required for such things as: storage of compressed gas, cryogens, dry cleaning plans, repair garages, places of assembly, storage of hazardous materials, flammable or combustible liquids or solids, LPG, welding and cutting operations, spray painting, etc. (UFC 4.101) 16. Fire Department vehicle access is required to within 150' of any portion of an exterior wall of the first story. Fire Department access roads in excess of 150' require a turn around. Fire Department access roads shall be not less than 20' wide with an unobstructed vertical clearance of 13'6 ". 17. Adequate fire flow availability will need to be demonstrated for this project. 18. ?<#noOG Ade t rrer i 6)lr!/et e.,4/1,e5 -Chin neet:s4AY ,s,e..4/, h b. .5-A Checklist prepared by (staff): (QL�,�� Date' a?1°A- PRE - APPLICATION CHECKLIST CITY OF TUKWILA DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING DIVISION — PERMIT CENTER 6300 Southcenter Boulevard, Tukwila, WA 98188 ETIh1G<Dp n FiRE DEPARTMENT - Inspections 1. Underground fire line from vault to a. Thrust block and rodding b. Type of pipe c. Depth of cover d. Flush riser e. Hydrostatic test f. Fire Dept. approved plans g. Materials and test certificate 2. Overhead sprinkler piping a. Hydrostatic test b. Trip test c. Alarm system monitoring test d. Fire Dept. approved plans e. Sprinkler head location and spacing 3. Underground tank a. Location b. Distance between tanks c. Distance to property line d. Depth of cover . Fire alarm a. Acceptance test b. Fire Dept. approved plans 6. Hood and duct inspections a. Installation b. Trip test n Spray Booth a. Location b. Fire protection c. Ventilation d. Permit 8. Flammable liquid room a. Location b. Fire protection c. Permit 9. Rack storage a. Permit b. Mechanical smoke removal c. Rack sprinklers d. Aisle width 7 10. Fire doors and fire dampers a, Installation b. Drop testing g 11. e. Vent piping, swing joints, fill piping, discharge piping f. Anchoring g. Hydrostatic test h. Separate Fire Dept. approved plans Fire final a, Fire .Dept. access b. Building egress and occupancy c. Hydrants d. Building address 12. ' .Other: a, b. e. c. f e. Fire protection systems: (1) Halon systems (2) Standpipes (3) Hose Stations (4) Fire Doors (5) Fire Dampers (6) Fire Extinguishers Toad d. Checklist prepared by (staff). (Q24_ Date: °,/02- „itgiu-;ibibi!RE-APPLICAYION CHECKLIST CITY OF TUKWILA DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING DIVISION — PERMIT CENTER 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 TIME n n PLANNING DIVISION - Land Use Information 1. Comply with Tukwila Municipal Code (zoning, land use, sign regulations, etc.) i 2. Obtain the following land use permits /approvals: ( ) Boundary Line Adjustment n Building Site Improvement Plan n Comprehensive Plan Amendment ( ) Conditional Use rmit Design Revie ( ) Design Review - Interurban Environmental (SEPA) ( ) ( ) Planned Mixed Use Development (n Rezone ( ) ( ) ( ) ( ) lhoreline Management Permit S oreline Management Permit Rev. Short Subdivision Sign(s) Subdivision (—) Unclassified Use nn Variance Planned Residential Development n Other: 3. Zoning designation: Site located in sensitive area? Yes No (,,unAaiarrc� 4. Minimum setback requirements: Front: a) Side: \D' Side: \O Rear: \ 1 5. Maximum Building Height•2r } •' Height exception area? Yes �\ No 6. Minimum parking stalls required: 11)�a' )� (2i Handicap stalls required: 7. No more than 30% of required parking stalls may be compact. No landscape overhangs into compact stalls are permitted, although no wheel stops prior to hitting the curb will be required. 8. Minimum landscaping required: Front: IQ' Side* ' Side*____ Rear Rear• 9. Landscape plans must be stamped by a Washington State licensed landscape architect. All landscape areas require a landscape irrigation system (Utility Permit Required). 10. Roof -top mechanical units, satellite dishes and similar structures must be properly screened. Provide elevations and construction details as part of building permit application submittal. 11. Trash enclosures and storage areas must be screened to a minimum of 8' in height. Provide elevations and construction details as part of building permit application submittal. 12. Building permit plans which deviate from that already approved by the Board of Architectural Review may require re- application for design review approval. 13. cvWINVI �v r u )p 14. 15. 14110M 1c - 1L >pvy7\ 16.' -UN` P it4 49=IU)nb L /v111- • —1 z / ir\ 17. - f},N11L M(CX!A1,– Eff f WD 102- : r2;c 18. 3Zn -t1-D N4& n 19. 20. n A k 111►? Checklist prepared by (staff)•�J�1� Date. ' -9 01 CITY OF TUKWILA DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING DIVISION - PERMIT CENTER PRE- APPLICATI€ I CHECKLIST 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 PRE= APPLICATION ::.MEETINGD: `1?G'`TIl1 PUBLIC WORKS DEPARTMENT 1. Apply for and obtain the following permits /approvals through the City's Permit Center: Channelization /Striping /Signing (7) Curb Cut/Access /Sidewalk (?) Excavation (public) Fire loop /Hydrant (main to vault) Flood Zone Control n Hauling (2.000 Bond. Cert. Ins.) (-� Landscape Irrigation 0 Sewer Main Extension (private) n Sewer Main Extension (public) y�4 CZ Storm Drainage cr, n Water Main Extension (private) Vj ( ) Water Main Extension (public) t "T- L.?_ ) Water Meter (exempt) -7 (J) Water Meter (permanent) 0 Moving an. Oversized Load Water Meter (temporary) -- 0 Sanitary Side Sewer 0 Other: ! t,iv0 t G'1t Este ( I F eve" vN y I : 2. Hauling Permit required prior to start of any hauling of material on public right -of -way ($2,000 1 bond, $1,000,000 certificate of insurance, route map and $25.00 permit fee required). ' it f 7 3. All applications and plan submittals must be complete in order to be accepted by the PermitAc -i' Center for plan review. Use the Plan Submittal Checklist provided on the reverse of the appli `o ;� cation forms to verify that all the necessary materials and information has been supplied. r o �./) 4. Water and sewer assessments may apply and will be determined during the utility plan revievil 11 process. 5. Provide sidewalks per Ordinance #1158, #1217 and #1233, or obtain waiver. ; t N uOEIA C t,+►LT3 /�t.c1T ,.. /sipl.�n- (,t(..� 0 r' Lt r'- ) 6. Provide Hydrological - Geotechnical analysis. /z- i- -rz- uC� -7iu+ ' ( ?) J Provide erosion control plan as part of grading /fill permit application. Identify building elevation above 100 year flood elevation per FIRM maps (use NGVD datum and recognized benchmarks). '17i.i� "t✓LAA -i1 u►"01/144 u'�77 �"" M'TII0 `� 'Plzvvro 'a ci ; s AN�1�ys rs o/774w/ �. 7�ti9�'s %G . R.E�J4E'T' 7 ' 01/47e Provide traffic analysis /trip generation study for• ry r v 1° y y 74'4273 "z.44'S f� cA2 L. 1R V ►v c.A 1 r114 N G rri ELI Fd t kv tzz r„ e . v/ SG.�P eC � 3 c) (7. �✓Elso Provide developers agreement for•�'�.v os Provide the following easements and maintenance agreements' _2-�v4j E.2sFiy�Nfs iF 44,V .9■1/ 7'/. %fir ,4:ve� = ,c�.�^v; -..� coti";fA ct- '[ s -1 ttN s fir TS - 4 .3 - c� 17 i--�. P � t-k s o f2 W V tvt.LL 1-/ %j-W `1 (I r AN`II) Provide water /sewer avaTaoilit letters or certificates from districts serving your development. ..rsT11/4" ��. ss./7 7"4-5•A R4cpvi.Q ' 7 e45/011.• . t\ 1 ZC4UA.(�111 �(-'.S 13. Obtain Metro Waste Discharge permit or approval (684- 2300). 0.F ct�- -1 w44-T cvmp �1 Pir -ilty $iii M 4f LCi�L.L. l l 14. Complete Industrial Waste Survey and return to Metro (self addressed and stamp provided). ;) R1 15, Review the following City Studies when designing yyour project and preparing your plan submittal Lot. �'IK -(�tr� % • 4 a , 0 NF ORMATION LEGAL TABLE SHEET INDEX NAME CF PROJECT: TACO BELL RESTAURAN No. 06-628 OWNER: TACO BELL CORPORATION MICHAEL F. RANDLES, CONSTRUC110N MA4AGER 597 INDUSTRY DRIVE TUKWILA, WASHINGTON 98188 (206) 575-2539 SEPARATE PERMIT ROAMED FOR WirlECHANICAL LECTRICAL NryLumaiNG FVGAS PIPING CITY OF TUKWILA BUILDING DIVISION • .1 • .. • , 46,~../.0574///i/MVA' ARCHITECT: BROWN CONNALLY ROWAN ARCHITECTS,'INC. RORY E. CONNALLY, PRINCIPAL 222 EAST 26th STREET TACOMA, WASHINGTON 98421 VOICE: (206) 627-4367 FAX: (206) 627-4395 LEGAL ,RJRISDICTION: BUILDING CODE BUILDING AREA: SEAENG: ARE ZONE: PLANNING ANNIE OCCUPANCY: TYPE CONSTRUCTION: REQUIRED PARKING: PROVIDED PARKING: an' OF 11.11NEA UBC 1991 70 2198 alY Of RAMA C2 A - 3 V N 49 STALLS 53 TTALLS FILE COPY understand that the Plan Check approvals ano subject to errors and omissions and 'approval of plans does not authorize the violaVon of any adopted code or odium% Receipt of corstreotoes copy of < A- ed plane BY CODES: Date UBC 91 UPC 91 UMC 91 1990 NEC UFC 91 WASHINGTON STATE ENERGY CODE (CURRENT EDITION) WASHINGTON STATE BARRIER FREE ACCESS CODE (1992 EDITION) SOILS REPORT Al - A Al - Al C Al - Al E Al - F Li REPORT No. E-5950 DAM: 13 NOV 92 SURROUNDING ZONING: NORTH C2 SOUTH C2 WEST C2 EAST 1.11 CITY OF TUKWILA APPROVED `JUL 0g1993 r3up_DING DIVISION BARGHAUSEN CONSULTING egmEERS INC. 18215 72nd AVE SOUTH KENT, WA. 98032 (206) 251-8222 I. TY CONTACTS A 2 A- 3 A - 4 A- 5 A- 6 A- 7 A - 8 A - 9 A - 10 A - 11 A - 12 A - 13 SPRINKLER SYSTEM: NONE THESE DOCUMENTS REVIEWED FCR CONFORMANCE WITH THE FOLLOWING ORDINANCES LI/STRUCTURAL PER UNIFORM BUILDING CODE O NON-STRUCTURAL PER UNIFORM BUILDING CODE O WAC 51-20 BARRIERFREE REGULATIONS THE APPLICANT IS RESFONSIBLE FOR CONFORMANCE wm ALL APPLICABLE ORDINANCES SUBJECT TO REQUIREMENTS AND INTERPRETATIONS OF TH E GOVERNING AUTHORIrt Date In 5.(e. 93 Date Out CITY Of TUKWILA 6300 SOUDICENTO BLVD. IWO TUKWILA, WA, 98188 PAT BROM (206) 433-0179 E--1 E - 2 E-3 CITY OTYOrTUKNLA 6300 SMITIKINTER FILM poo •os..A, WA. 98188 008 GVERSON (206) 433-S179 ROBERT FOSSOTI ASSOC. NC. P.S. 1000 NORTON BLDG 801 2nd AVE SEA1TLE1 WA 98104 ELECTRIC: WASHINGTON NATURAL GAS COMPANY 3130 S. 38th STREET TACOMA, WASHINGTON 98409 8111 NEWBY (206) 471-835 SEPARATE PERMIT AN APPROVAL REQUIRED - 1 M-• 2 -3 PUGET POWER 620 & GRADY WAY RENTON, WASHINGTON 98055 (ERN LAMBERT (206) 277-4937 U. S. WEST 300 &W. 7th RENTON, WASHINGTON 98053 ESI1 CHRISTIAN (206 345-6530 LEGAL DESCRIPTION VICINITY M AP PRWERTY DESCRIBED AS EGELOWS: SITE COVER SHEET SAM ARCHITECTURAL SITE PLAN T.EC.P. GRADING & DRAINAGE UTIUTY PLAN STE DETAILS SITE DETAILS LANDSCAPE PLAN IRRIGATION PLANING DETAILS ARCHITECTURAL FOUNDATION PLAN & DETAILS FLOOR PLAN & SCHEDULES REFLECTED COUNG PLAN & DETAILS ROOF FRAMING PLAN ROOF PLAN ELEVATIONS ACTIONS .13 11-01' SECTIONS SECTIONS INTERIOR ELEVATIONS DETAILS DETAILS ELECTRICAL ELECTRICAL FLOOR PLAN ELECTRICAL REFLECTED CEIUNG ELECTRICAL ROOF PLAN MECHANICAL MECHANICAL SCHEDULES MECHANICAL PLAN 1 DETAILS MECHANICAL ROOF 1 DETAILS EXHAUST HOOD H - 1 HOOD DETAILS PLUMBING P I P - 3 PLUMBING PLAN / WATER DETAILS PLUMBING PLAN WASTE / SCHEDULE P - 2 PLUMBING ISOMETRICS • 1. THE CONTRACTOR SHALL PICK UP ALL ThE NECESSARY PERMITS FOR 14IS PRO,ECT. TACO ava. SHALT PAY FOR THE GEJIERAL BUILDING PERMIT AND AU. UTIUTY, METER MD TAP FEE& THE GENERAL CONTRACTOR/SAIGON-TRACTOR SHALL BE RESPONSDLE FOR AU. OTHER PMTS. THE , • GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR MCLIRING AND HAING FOR ALL PEWS AND , BONDS, ETC. REQUIRED FOR WORKING IN ROADWAYS AND PUBUC RIGHTS GE WAY AND COORONAITNG DIE SAME MTH APPROPRIATE AGENCIES. 2. 111E GENERAL CONTRACTOR AND ALL SUBCONTRACTORS AND SUPPUERS SHALL MEOW TO THE REQUIREMENTS OF THE APPUCASLE CITY AND STATE REQUIREMENTS FOR TEMPORARY BONDING, UCENSING, 'INSPECTIONS, PROCEDURES AND STANDARD CONSTRUCTION DETAILS (STREETS, SEMIS, , CURBING ...ETC.) 3. THE GERM CONTRACTOR SHALL NOTIFY TIE APPROPRIATE HEALTH DEPA.RITAENT roe onratiNKnoe ' AND NOCE OF REQUIRED PREUUINARY AND ANAL INSPECTIONS. 4. THE GENERAL. M4E:MOTOR SHALL PROIRDEI3UILDNC SITE PIRTHECTION, INCLUDING ANY NECESSARY TEMPORARY HEAT. 7. THE GENERAL MNITRACTOR SHAU. (XPY TAU) Eel AND THE QTY BUILDING DEPARTMENT MTH ALL CORPACTIOR TEST REPORTS AND OTHER INSEECION REPORTS. SMARM at the Nortmet carer of add !IR 1; THENCE South 85 29' sr East dors* the North line Unroof 229.32 feet THE South 01' 21' 49' East 206.45 feet Tata. Wsatriy along a 1030.00 foot radio cum to the left Wing a roam point stikh beers South 01' 33' 57' West, UITOLVII 2 central ARO of 10' 001(03* al arc tength of 179.78 feet to the mining of o NA-tonged 54.50 foot terra (Isms to the right, the miter ikk3 of shkii hem Naih 28' 45° le Enwt THENCE oh% said cu tve through a osntral an of 42' 34' 18* an arc WA of 40.49 feet MEW( North 07' 42' 22* West 207.60 feet to titre pokit of 13EGINIAING. EQUIPMENT 20 0C!' 92 15 APR 93 15 APR 95 1 5 APR 93 15 APR 93 15 APR 93 1 5 APR 9,3 `REV& May 93' 1 5 APR 93 23 APR 93 23 APR 93 23 APR 93 23 APR 93 23 APR 93 23 APR 93 23 APR 93 23 APR 93 23 APR 93 23 APR 93 23 APR 93 23 APR 93 23 APR 93 23 APR 93 23 APR 93 23 APR 93 23 APR 93 23 APR 93 23 APR 93 23 APR 93 23 APR 93 23 APR 93 EQ - 1 EQUIPMENT PLAN 23 APR 93 SEATING / DECOR ID - 1 SEATING PLAN 1 DETAILS ID - 2a COLOR 1 MATERIAL SPECIFICATIONS SPECIFICATIONS 23 APR 93 MAY 92 3-1 THRU S-9 SPECIFICATIONS MECHANICAL, PLUMBING & ELECTRICAL SPECS-5 c Earl mPE 5.1 4. 45. to owl ovis ,ser & THE GENERAL CONTRACTOR SHALL PERFORM 1E FOILOWING MTS. THESE TESTS ARE IN ADDITION TO ANY TESTING REQUIRED BY THE SPECIFICATIONS OR THE BID PROPOSAL: THREE (3) CONCRERE. CYLINDERS PER PLAMIENT SEQUENCE FOR FOOTINGS, FOUNDATICAIS, FLOOR SUB, alTRE GUITAR'S AND DRIVE THRU LANES. & Ti*: GENERAL CONTRACTOR SHALL MAINTAIN A THOROUGH, COMPLETE AND WRIST SET OF AS-BUILrs DURING THE CONSTRUCTION PROCESS. AS-BUILTS MUST SHOW THE PRECISE LOCATIONS OF ALL PLUMBING pl:EA:AND;CLECTRICAL SERVICE LINES INSDE THE BUILDING AS VtRaL AS ON ME STE PLAN. ALL OTHER CHANGES WALL BE RECORDED AS KU. AS-BULTS SHALI, BE MAINTAINal PERIODICAU.Y AND SHALL NOT BE ACCOMPUSHED AT THE COMPLETION OF THE PROJECT. • 6. THE GENERAL CONTRACTOR SHALL INFORM 14E TE1EPHONE COMPANY AND THE EECTRIC AND GAS UTIUTIES, N WRMNG, AT APPROPRIATE TINES SO INVOICES ARE CUT al' ON THE DATE MAIM RESTAURANT IS TURNED OVER TO TACO BEU. OPERATIMS. THIS SHAU. BE DOE SO ThAT RESRONSBILITIES FOR PAYING INVOICES ARE CIREAERLY DEFINED. TM (10) ASIRIALT DENSITY TESTS IN AREAS DESIGNATED BY THE TESTING AGENCY. DE ABOVE Di:SCRIM) PARCEL WRNS 46,855 Q. FT, OR 1,0756 ACRES, MOR'E OR LESS MAY 1 0 1993 MAHAN PARTNERSHIP, INC CONS/A.111+1G ENG* • COSTS FOR Ali REWIRED TESTING MALL BE PAID FOR BY THE GENERAL CONTRACTOR AND INCEUDED IN THE BASE BR THE GENERAL CONTRACTOR MAY SELECT A LICENSED TESTING LADORATORY OF HIS CHOICE. 9. THE GENERAL CONTRACTOR %MU. PROVIDE A MASTER PADLOCK (KEYED) FOR THE ROOF HATCH. KEYS (2) %Am BE EWEN 10 THE RESTAURANT GENERAL MANAM UPON RESTAURANT (TERING. 101 PRIOR TO GROUNDBREAK, THE GENERAL CONTRACTOR SHALL FURNISH TO TACO BELE COPIES OF ALL DOCUMENTS OUTLINED IN THE INVITATION TO BID. 11. DIE GENERAL CONTRACTOR SHALL PROVIDE TO WE RESTAURANT GENERAL MANAGER A 3-RING BINDER INCLUDING NAMES, ADDRESsIS, TELEPHONE WADERS & CONTACT PERSON FOR AU. VENDORS, SUB-CONTRACTORS, SUPPUERS, WARRANTIES, EMERGENCY PHONE NUMBERS, CERTIFICATE IT OCCUPANCY, ...ETC. PRIOR TO FINAL PAYMENT BY TACO eaL. . • , AAR"E-4 II I I Lirri I I 0 u3 TH. IHCH 1 1 i I 2 latf3 , 4 e 6 7 8 r 1 /RAE: If the microfilmed document is lean clear than this n)tic:•, it is due to the quality of the priginal document. / • ZZ • •••.',•• •••2•-:••••"•!.'•:- r.; iirt 1.. pl. 1. 1,11t0,11 111 Q 10 11, mar* 12 • OC 6Z Eic'. LZ 9Z G.Z ? CZ tZ 0 F.- 64 LL 9 L Gl Zt 13 L 6 [WhIUjJtflhI!JIhiH!ifI!IUjjUJjjJJ di • C Z " • • . - ••• • .;• , • •" TACO BELL CORP. MICHAEL F. RANDLES, CONSTRUCTION MANAGER 597 INDUSTRY DRIVE TUKWILA, WASHINGTON 98188 (206) 575-2539 PERMIT CENTER ARCHITECT: BROWN CONNALLY ROWAN ARCHITECTS, INC. 222 EAST 26th STREET TACOMA, WASHINGTON 98421 (208) 627-4367 OWNER: TACO BELL RESTAURANT No. 00-828 STRAND'S & MT VALLEY HIGHWAY 11.11041,A, WASHINGTON BUILDING TYPE: 310 0 I , =-• . , . t • 1 •• , • , FLOOD NOTE: 8y graphic plotting only, this property is in Zone(s) 'x" of the Flood Insurance Rote Map, Community Panel No. .....N33C032R r , which bears on effective dote of :SEPT. 29 1991 and is not in a Special Flood Hazard Area. By telephone call dated N/A _ to the NotIonal Flood Insurance Program (800-638- 6620) we have learned this community does/does not currently participate in the program. No field surveying was performed to determine this zone and an elevation certificate may be needed to verify this determination or apply for o vorionce from the Federol Emergency Management Agency. TRANSMISSION TOWER 7 WIRE EL. 82.8 I 5rA TEMENT OF ENCROACHMENTS SPH AI, T PA1;NG LOT ALONG NORTH PROPERTY LINE ENOROAt',.HES UP 10 4.8 FEET IN TO, SUBJECT PROPE:RT':. AOREEME:NT NC. 9204150705.; (El) N( EASEMENT'IOLIND FOR SANITARY SEWER LINE WITHIN SOUTHERLY PORPON of SUBJECT PARCEL. UNDEROROUND POWER, W FAINTED ACCURATELv FALLS OUTSiDC OF EASEMENT ADJACENT TO h4ORT4 PROPERTY LINE. 0 IRON PIN FOUND R.R. SPIKE FOUND P.K. NAIL FOUND STONE FOUND FENCE POST FND. & USED X TACK IN LEAD W/ BRASS DISK UG-P UNDERGROUND POWER SO STORM DRAIN SS SANITARY ‘i&R OH-P OVERHEAD POWER OIRON PIN SET R. R. SPIKE SET, P. K. NAIL SET BREAK POINT FENCE POINT ----------•.-------- ',,' 4 OH-P-- t,' <-• 100 PUGET SOUND POWER Se LIGHT COMPANY RIGHT -- OF --- VVAY 4 .1* •,. CATCH BASIN INV. = 21.13 . i R M = 3 GRAPHIC SCALE a..i_.p......-----______-_-____-_________ ---.4- ..... +.1.1' ,t;,'" i'- .,v poLE-1MRE 4. ---7.77-7 evc-ss ----------7------.....: frP,--ss - •.'" -0' ---12431)-- ErpVc-ss - EULTIELV".,68.2 „...--7.--7....- ------ ---- ----- 1-- -....... ---- :----1-2"---.LGAS.--.....: ..- - 1' INSULATOR E.-W. AS •m ....... 1 4. GAs -_____......--______________-_-_____....--.. 14..G.As ......„---.... - OH P---- ---fr 12.SD------------------L--- Si sfiii_ ___...,74-,,,______1,2•GAs _t- i''' 4. try c?Eitp YARD SE 78 AC4.;,.........\ SANITARY sEwER EAstmENT REC. NO. 8702180417 10 & REC. NO. 8702039008 44xe POST. SEWER STUB MARKER - SANITARY SEWER MANHOLE RIM = 24.40 INV. = 19.01 IN INV. = 16.29 OUT f- CATCH BASIN RIM = 23.25 INV. = 21.25 (IN W.) IW. = 21.10 (IN N.) • INV. T 20.90 (OUT S.) SEWER STUB MARKER SANITARY SEWER MH RIM = 24.31 IW. = 19.77 LOT 1, CF SHORT PEAT NO S.11. PL -084-85. RECORDED UNDER" RECORDING ; • _ NO. 8702039008, REDORDS OF KING COUNTY. WASHINOTON, anNo, MORE BOUNDARY: REFER TO SHORT PI,A) S.H, PA1RTICULARLv DESCRIBED A.'1 FOLLOWS: ;. • • • BEGINNING AT THE NORTHWEST (..SORNER CF SAID 1411: • THENCE SOUTH • 85'29'57" EAST ALONG/ THE NORTH'UNF; THEREOF 229.32 FEET.,- THENCE, SOUTH 01'2149" EAT 206:45 EET; THENCE WESTERLY 'ALONG A 1030.ce0 FCOT kadtus CURVE :TO THE LETT1'-iAVING A RADIUS POINTJVHICH BEARS SOUTH 01'33'57 WEST, THROUGH A CENTRAL ANGLE (W '10'0003w. AN ARC LENGTH OF 179.78 FEET TG THE BE:GINNING OF A NONtTANGENT rOOT RADIUS CURVE TO THE' RIGITit, •FIE CENTERLINE .Or WHICH BEARS. NORTH 26'45'10" EAST; 'THE:NCI: ALONG SAID' CURVE THROUGH A CENTRAL. ANGLE 0t: -42'34'18 AN ARC LENGTH 'OF 40.49 -FEET; .THENCE.NC)RTH 07'42'22" WEST k7 .t0 FEET TO THE POINT or BEGINNINC7:', , • • • • J, SITUATE IN THE' COUNTY OF KING,. si-Ait or. WASHINGTON:. '` I THE ABOVE. PESCRISED PARCECCONTIN$ '46,B55 SQUARE FEE.T, OR - 1 0756 ACRES, MORE OR LESS. . • ., -• • F ASPH L T 1 ';E:),,iP J-1 Er I. ■ ,;•.'.7.; PAINTED UNDERGROUND POWER LOCATION CiE/AR RIT),1) 7) Ad. El 2,• F" BA'< N bor,. 5■I:CT SifE) NC / -- 15' RIGHT-OF-WAY RESERVATION. REC. Q._.()) NO. 8702039008 SEE AI3REEMEN 1 UNDER 9204150708 FOP ,p9( PARKING. ENCROACHMENT\K WI° \ PI .;' , aENCi-i MARK --- TOP OF "N" IN W`T.)RD "OPEN" ■ ON ERE HYDRANT, E. - 28 46 I 10' ELECTRICAL EASEMENT REC. NO. 74061 zQs.42 - E. LINE SLOPE. DRAINAGE & I I •D ' -50" VAPLE ELECTRIC EASEMENT, WEST 10• LOT 1, REC. NO. 8801070498 1 1,-Sgb Hi Ai? 10' & 15' UTILITY EA.SEMENT, REC. NO. 8702180419 (A RE-RECORDING OF REC. NO. 8702100648) EASEMENT AND CONDITIONS CONTAINED RECORDED: JUNE 17. 1969 RECORDING NO.: 6525398 • IN FAVOR OF STATE OF, WASHINGTON . .• , FOR. THE PURPOSE OF CONSTRUCTING' AND MAINTAINING HIGH WAY SLOPES IN EXCAVATION AND/OR EMBANKMENT, ., TOGETHER. • WITH THE RICHT TO GONSTk1C1 AND MAINTAIN A'DRAINAGE SYSTEM, TOI_XTHER WITH THE RIGHT TO C,ONSTRUCT, At.TcR, REPAIR. OPE;RATE, MAINTAIN, AND . KEEP CLEAR , HEAD ANO IJNDERGROUND ELECTRIC. TRANSMISSION ,AND DRI- BUTION LINES, OVERHEAD AND'UNDERGROUND,TE.LEPH'D TRANS.r.' MISSION• AND DISTRIBUTION LINES, TR,ANSMISSI0NA10 0157-, r, • TRIBUTION WATER LINES, SANITARY SEWER •LINES, 'NATURAL GAS LINES AND 'OTHER tiTILITY FACILITIES. • ;.• AFFECTS: ofFIE WESTERLY PORTION OF SAID PREMISS AND' OTHER PREMISES (PLOTTABL NO SHOWN .HEREON). (.9) EASEMENT AND 'CONDITIONS CONTAINED 'THEREIN: RECORDED: JUNE 12, "1974 r - • • RECORDING NO 7406120642 o . FOR: AN UNDERGROOND,ELECTRIC POWER tABLE; CONDUIT AND • , • INIFAVOR OF: PUGET .SOUND poy,!_ER, & LIGHT 'COMPANY _ ACCESS ROADWAY PURPOSE,S -'.• • AFFECTS: • THE NORTH,ERLY ',PORTION -OF SAID PREMISES AND ••• OTHER PROPERTY (PLOTTABLE AND SHOWN HEREON). • , UTILITY EASEMENT, REC. NO. 6525398 SANITARY SEWER MH RIM =a 25.40 INV, = 20,52 • '1!' I 126.15' 1- STREET LIGHT HYDRANT & WATER VALVE HYDRANT & WATER VALVE BENCH MARK TOP OF' NOR THE ASX 'TRAFFIC STAN)/ 26 14 0.: CEDAF @ TERMS, COVENANTS, CONDITIONS` AND RESTRICTIONS' AS CON- TAINED IN SHORT PLAT NO. 084-85 RECORDED FEBRUARY 3. 1987 RECORDING NO 8702039008 !REFERENCE IS MADE TO SAID DOCUMENT F4r;IR FULL eAfrnpu- LARc EASEMENT AS PROVIDED FOR AND/OR DELINEATED ON SAID SHOR I PLAT FOR RIGHT OF WAY RESERVATION AFFECTS: THE SOUTHERLY /5 FEET OF SAID LOT 1 (PLOTTED HEREON) HEREON) oFO I R T wP PLAT r ET WATERLINE AFFECTS: THE WESTERLY PORTION OF SAID LOT 1 (PLOTTED EASEMENT AS PROVIDED FOR ANO/OR DELINEATED OM SAID! SHORT ELECTRI VAULT SUPPORT POLE I i __Fi,.O i ! i A /- \ i / c'• A',,-.1',-IAt. Ark- - '.• ISL A FID':, UTILITY CATCH BASIN UTILITY POLE _ W/ANCHOR TO _ ---- EAST, WIRES UP - ., 46.8' ..00pant - c, .. ,';.--- ..,+........-. -. _.,.....4. - _.-........ ___-.......__....-. 7- ---- ....._ , lir CONC. CURB■- ,, 0.5' TALL-NO BREAKS WEST VALLEY HWY. (SR 181) ASPH. CONC.- GOOD COND. OH -P TRAFFIC LIGHTS SURVEYOR'S CERTIFICATE I HEREBY CERTIFY 10 TACO BELL CORP.; A. CALIFORNIA COR.PPRATIDN, AND AMERICAN E INSURANCE COMPANY, A FLORIDA; CORPORATI.ON, •THAT THE PLAT ')R PLAN SHOWN HEREON ACCURATELY REPRESENTS A SURVEY MADE BY ME ()j OCTOBER ici, 1992 OF THE REAL ESTATE DESCRIBED AS FOLLOWS: LOT 1 OF crrY or RENTON '3HCRT PLAT NO S H. R1,- 084,85, RECORDED UNDER RECORDING NO 8702039008, ;RECORDS OE k NG COUNTY. . • WASHINGTON. FIZ.CEIVE0 CITY OF TUKWILA ' • I" I. O-• ; _ . . 7:: I"L i•-IEE(, F'JRN'SHE[) BY Vt I 45, - A T 9 -- 2 - 92 THE EASEMENTS '2.A••,••Vbe;', 1i() Et., HEREON RELA if., Tit CAANJIt ImEti • r A -:,EMEN TS CREATE:0 .1R c^.F TER THIS Din, 1E. ARE NOT SHOWN OR NOTED -iE REON. SITUATE IN THF: COUNTY OF KING, STATE OF WSHINGTON. - , MAY 7 i993 FURTHER CEPTY THAT THE SAID REAL ESTATE IS VACANT AND. UNIMPROVED PERMIT CENTER 1 a.IRTHER CERTIFY THAT THERE ARE NO ENCROACHMENTS UPON AID tREAiii ESTATE BY ANY IMPROVEMENTS LOCATED ON, OR FENC:ES OR WALLS - - • , ENOLOs;.NO, AD.JACENT PROPERTIES EXCEPT AS SHOWN UNDER. "STATEMENT OF ENCSGACHMENTS" ON SD SURVEY AND THAT THERE IS NO PHYSICAL EVIDENCE OF POSSIBLE 'UNRECORDED EASEMEN-S ON, ABOVE.'OR BELOW THE SURFACE OF THE REAL ESTAFE DISCERNABLE FROM INSPECTION Or THE PROPER14 ■ FtiPTHEP CER TirY THAT THIS SURVEY WAS MADE IN ACCORDANCE, WITH 7. TACO BE; L "AL" SYR' _ REOUIREMEN IS ttil? %I* 6' 4947 • 44p%,,,,, no 41147:. 114,4i REGISTERED LAND SURVEYOR •. 22333. STATE OF WASHINGTON Loon() Nr:.• • , -VALLEY HIGHWAY & .>TRANEXR BL • pikyoLA,...voskilootos--.. RH JOB HO. 2220S.00 If CM HO :4 EP th61206/02280.0003 CAD VER. 11 „ , 1111111 II 1111 I III I I II 11111111 11111111111111 111111111111141114 111111 1111111 1111 IN 11 4,111+1111.1 II 0 1 2 4 5 7 NOTE: if the microfilmed document is less clear than this . notice, it is due to the quality of the priginal document. .• 06 6Z Be Le 9Z SZ CZ ZZ tZ OZ 6L el LI 91 St 4/1. CI 31 It pi. I ( • •.• • ; ..• • - - , . , • , . • 1141111111.111111111111111111111111111111111111 9 10 11 /44E1116ERwY 12, • - • , • • • • G Z LYflO • • . • • 1pp' PUG ET ET SOU 8 _(18) STALLS 0 9._0" _ 1s '-�0 p E F 15' SANITARY SEWER EASEMENT 10' SIDE YARD SETBACK & 10' ELECT. EASEMENT REC. NO. 7406120642 (5) 6' CEDAR TREES TO REMAIN (1'P) EXIST. CURB & ASPHALT - TO REMAIN 1 L U wT CO. R. O. Wr 25 451 ""."".""m"""11..111.6.........: —1# i 15' RiGHT -OF -WAY RESERVA?1ON, REC. NO. 8702039008 30' ,r<- - - -_c�r 19' 11,1 • n R -1( .00 I T »90.12' LQ1 EAST. EDGE OF PAVEMENT 1 !1 'SAUT MIN 2' 1 OF EXIST. PAVEMENT 1 f MATCH NEW PAVEMENT 1 1 TAR SEAL PER APWA STD, 1 1 I / (NEW PAVEMENT) 1 I '1 +I 11 11 �1 /1 /1 1 I ct_ /1° 10' & 15' UTILITY EASEMENT, / REC. NO. 8702180419 (A RE-RECORDING OF REC. NO. 870210 648) AND 8702039008 r---- —L R 54,2Y T 2122 L. • 40.48' f 1 CC uJ z vac SAW CUT EXIST. CURB & GUTTER AND EXTEND CURL), GUTTER & SIDEWALK. CONSTRUCTION NOTES: (Note: M detain are shown on sheet A1E unless otherwise noted.) to o CONSTRUCT ASPHALT CONCRETE AS SPECIFIED. (REFER TO DETAIL.) CONSTRUCT ASPHALT CONCRETE PER DETAIL CONSTRUCT 6' P.C.C. CURB PER DETAIL. CONSTRUCT P.C.C. CURB EDGE SIDEWALK PER DETAIL. CONSTRUCT P.C.C. SIDEWALK PER DETAIL. CONSTRUCT P.C.C. RAMP - MAX. SLOPE 1:12, PER DETAIL CONSTRUCT 6' THICK BLACK P.C.C. w/ 6" x 6" -- 110/10 W.W.M. (CONST. ITS. 0 121 -0" O.C.) OVER 6 CRUSHED AGG. OR GRAVEL BASE. BLACK CONCRETE SHALL COMPLY WITH REQUIREMENTS OF APPLICABLE DIV1Si0NS & SECTIONS FOR CONCRETE MIX DESIGN AND QUALITY CONTROL. a.) SIX (6) TO SEVEN (7) AIR- ENTRAINING ADMIXTURE REQUIRED IN ALL BLACK CONCRETE COMPLYING WITH ASTM C260 AND AS SPECIFIED DIVISION 3. b.) 5LBS. OF "DANS .860" PER SACK OF PORTLAND CEMENT SHALL BE USED TO PROVIDE INTEGRAL COLOR TO THE CONCRETE PAVING. CONSTRUCT TRASH ENCLOSURE ON 5" P.C.C. PAD PER DETAIL DOUBLE FACED ILLUMINATED TACO BELL POLE SIGN AND BASE. CONDUIT , POWER AND BASE BY G.C. SIrN, SIGN INSTALLATION & HOOK -UP BY TACO BELL. (16' -10" HIGH, 69 S.F. PEP SIGN FACE.) 11 DOUBLE FACED ILLUMINATED DIRECTIONAL SIGN AND FOUNDATION (SIGN FACE AS NOTED). FOUNDATION, CONDUIT NO POWER BY G.C. SIGN, SIGN INSTALLATION AND ELECTRICAL HOOK-UP BY TACO BELL CI MENU BOARD AND SPEAKER ON PEDESTAL w/ SENSOR LOOP PER DETAIL. FOUNDATION, CONDUITS TO BUILDING , AND POWER BY G.C. TACO BELL TO SUPPLY & INSTALI. THE MENU BOARD & SPEAKER. TACO BELL TO SUPPLY, G.C. TO INSTALL SENSOR LOOP. 13 14 15 16 17 18 EXIST. 45' DROPPED CURB TO BE REPLACED w/ NEW CURB & GOITER, SIDEWALK AND NEW DRIVEWAY. A d T ELECTRIC EASEMEN I, W ES1 t0 LOT 1, REC. NO. 8801070498 -t>- NEW 28' WADE COMMERCIAL DRIVE WAY PER CITY STD. L- NEW 6' MD SIDEWALK MATCH GRADE w/ EXIS . CURBS & GUTTERS. DRIV;^ THRU YHNDQW SENSOR LOOP. TACO BELL TO SUPPLY, G.C. TO INSTALL SENSOR LOOP. BREAK W.W.M. IN SLAB SIMILAR TO DETAIL INSTALL 400 WATT METAL HALIDE YARD LIGHT PER DETAIL. CONSTRUCT FOUNDATION AND PROVIDE CONDUIT AND POWER PER DETAIL INSTALL GUARD POST PER DETAIL. PAINT TO MATCH BUILDING COLOR. INSTALL 6' -0" LONG P.C.C. %HEEL STOPS PAINT 24° HIGH LETTERS - WHITE PAINT TRAFTTC ARROWS - WHITE. PAINT HANDICAP SYMBOL - WHITE ON BLUE BACK GROUND. PAINT 4" VatDE SOLID STRIP - WHITE. PAINT 12' WADE SOLID STRIPE - WHITE, 24° 0_C. LANDSCAPE AREA. (SEE SHEETS L1, L2, L3.) INSTALL TACO BELL FURNISHED CONCRETE TRASH RECEPTACLE, INSTALL 1000 GAL GREASE INTERCEPTOR DETAIL M. (ALSO SEE PLUMBING DRAVANGS.) CURB AT DRIVE -THRU WINDOW, (SEE DETAIL). PROVIDE POLE MOUNTED HANDICAP SIGN. PROVIDE POLE MOUNTED HANDICAP & VAN ACCESSIBLE SIGN. INSTALL FLAG POLE PER DETAIL (SEE SHEET Al.) GENERAL NOTES: 1. PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE TO MAKE SURE THAT AL REQUIRED PERMITS AND APPROVALS HP.VE, BEEN OBTAINED. NO CONSTRUCTION OR FABRICATION SHALL BEGIN UNTIL THE CONTRACTOR HAS RECEIVED AND THOROUG LY REVIEWED ALL PLANS AND OTHER DOCUMENTS APPROVED BY AU. OF THE PERMITTING AUTHORITIES. 2, ALL WORK SHALL BE MEOWED IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS AND THE REQUIREMENTS AND STANDARDS OF THE LOCAL GOVERNING AUTHORITY. THE SOILS REPORT AND RECOMMENDATIONS SET FORTH THEREIN ARE A PART OF THE REQUIRED CONSTRUCTION DOCUMENTS AAAD IN CASE OF CONFLICT SHALL TAKE PRECEDENCE UNLESS SPECIFICALLY NOTED OTHERWISE ON THE PLANS. THE CONTRACTOR SHALL NOTIFY TACO BELL CONSTRUCTION MANAGER OF ANY DISCREPANCY BETWEEN SOILS REPORT & PLANS, ECT. 3. THE A.LT.A. SURVEY SHALL BE CONSIDERED A PART OF THESE PLANS. 4. THE LOCATION OF UNDERGROUND FACILITIES SHOWN ON THESE PLANS ARE BASED ON FIELD SURVEYS AND LOCAL UTITUTY COMPANY RECORDS. IT SHA.Ji BE THE CONTRACTORS FULL RESPONSIBIUTY TO CONTACT THE VARIOUS UTILITY COMPANIES TO LOCATE THEIR FACILITIES PRIOR TO STARLING CONSTRUCTION. NQ ADDITIONAL COMPENSATION SHALL BE PAID TO THE CONTRACTOR FOR DAMAGE AND REPAIR TO THESE FACIUTIES CAUSED BY HIS WORK FORCE. 5. ALL DIMENSIONS AND GRADES SHOWN ON THE PLANS SHALL BE FIELD 1'ERIFTED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. CONTRACTOR SHALL NOTIFY TACO BELL CONSTRUCTION MANAGER W ANY DISCREPANCIES EXST PRIOR TO PROCEEDING WITH CONSTRUCTION FOR NECESSARY PLAN OR GRADE CHANGES. NO EXTRA COMPENSATION. SHALL BE PAID TO THE CONTRACTOR FOR WORK TO BE REDONE DUE TO DIMENSIONS OR GRADES SHOWN INCORRECTLY ON THESE PLANS IF SUCH NOTIFICATION HAS NOT BEEN GIVEN. 6. ALL SITE WORK IS TO CONFORM TO DQt$,TANDAR.Q..P_LAN5 FOR ROAD BRIDG AND MUNICIPAL _CONSTRUCTION. BOTH PUBUSHED BY THE WASHINGTON STATE DEPARTMENT OF TRANSPORTATION AND THE AMERICAN PUBLIC WORKS ASSOCIATION. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARDS, SAFETY DEVICES, PROTECTIVE EQUIPMENT AND PROCEDURES AND PRACTICES TO PROTECT THE LIFE, HEALTH AND SAFETY OF THE PUBLIC ON WORK WITHIN THE RIGHT OF WAY. ALL WORK AND SAFETY PROCEDURES SHALL BE COORDINATED WITH THE CITY OF TUKWILA AND ALL AFFECTED AGENCIES AND UTILITY COMPANIES. 8. SEE SHEETS A1B, AIC, A1D, A1E, 11, L2, L3 FOR ADDITIONAL REQUIREMENTS FOR DEMOLITION, GRADING, UTILITIES, LANDSCAPING & IRRIGATION WORK. 00 L CD L lem COQ M o 5 :7 Q AC VI c vim= sue, tx __ v11131•10. EXIST. 8 " CONC. CURB (SR 181) WEST VALLEY HIGHWAY 6" TALL REVISIONS: r ARCHITECTURAL SITE PLAN 20 0 10 20 bG ( IN FEET ) 1 Inch :4 20 ft. CITY OF `fUKY ILA APPROVED `JUT. C 1993 A LEGEND O NEW STORM DRAIN C.B. WI NEW W. TER METER • NEW GUARO POST t 4 NEW TYPE 11 C.B. Fill NEW TRANSFORMER & VAULT t� EXST. • EXST. IxM EXST. -0-- EXST. EXST. -6- EXIST E- -- EXIST EXIST 0 EXIST EXIST STORM DRAIN C.B. WATER METER WATER VALVE UTILITY POLE STREET LIGHT FIRE HYD. GUY V RL POWER VAULT SAN. SEWER M.H. TRAFFIC SIGN & P) r G ►i VISION DIRECTIONAL SIGN EYJST TEIE SENTRY • EXST. ELECT. HANDHOLE /P(12("07/ -fe 40 A ENTER B EXIT C ENTER —3> D EMT —4 E EXIT ONLY 7 EXIT ONLY ---> ROLE SIGN 16' - 10' HIGH, 69 SO. FT. G DO NOT ENTER H J K L M N SCHEDULE: DRIVE -THRU DRIVE-THRU ONLY DRIVE -THRU -� 'DIANN YOU WELCOME RIGHT TURN ONLY LEFT TURN ONLY PERMIT CENTER JOB NUMBER: TB: 06-628 8CR: 9261 DATE: 15 APR 93 •r, ~'f s4. I11hI111IIIIII1hI! tIIIlil)I!lIIIIll�111 1111111j0.11111f1-11,ffr, I 1 11111 'I" I' ll I {� L` 11 1 l l(Lli Ipi )11.1411 ' .1. 4 5 0 16 144S INCH 1 2 ( I NOTE: if the: microfilmed doc;;;tent is less clear than this . + notice, it is due to the quality of the original document. 1 Ez zz 1U 0? 61. ' e HL 1 � HILL ' 9L 5L IIIIIR11111Lfliui!161111Ul11 a lilllll;1 .11,11!I( IIIIII1111( 1 f , -ice . C +L Ww 111111111 11I1i! llll11llll ii11111Ilii111111It Gil • rJ� :c::: r. 1 co INTERCEPTOR DITCH @ 1.00% • 00 0 612' 22' W 3:1 INSTALL TEMPORARY CONSTRUCTION ROCK ENTRANCE A 4 TACO BELL M -8A -H REVERSE I41 SS. _-A- (SR 181) WEST VALLEY HIGHWAY 3:1 SO' 3: 1 L•!()_.1 TEMPORARY EROSION & SEDIMENTATION CONTROL POND BOT. POND = 19.5 TOP SEDIMENT TRAP = 21.5 W.S. EL. = 23.0 (MAX) TOP POND EL. = 24.0 (MIN) ............. o 3:1' ttP' D i J I 1 INSTALL TEMPORARY GRAVEL CONE OUTLET STRUCTURE O.F. = 23.0 I.E. = 21.5 EXIST. -- f RIM = 23725 I.E. = 21.25 (IN W.) I.E. = 21.10 ON N.) I.E. = 20.90 (OUT S.) 0 I.E. = 21.39 Aa, 1a00'03' R ° 1030.00' T- 90.12' L =179.78' %, 1 \�25 L.F. 12" T£MPORAR S.D. I 1 ®0.5% I I I 25 L.F. TEMPORARY 12" C VERT MATCH EXIST. DITCH 1 INVERT ELEV. INSTALL 50 LF SILT FENCE TO PROTECT EXIST. DITCH INSTALL 80 L.F. SILT FENCE TO PROTECT EXIST DITCH. CC I 1 w C; L Ca Z AA- 42'3({4'14' -� r Rl 54.50' �T 2123' L ! 40.49' N[7R TH ;1 CO TR 21-M17-7-- CO'.!TR 20 10 20 +o 12' MIN. 1 • .. / . • ( IN FEET ) 1 inch = 20 ft. NOTES_ USE 4" TO 8" QUARRY SPALLS OR CRUSHED ROCK FOR SURFACING AS SHOWN. MATERIAL WITH 'FINES" IS NOT ACCEPTABLE. THE 100' MINIMUM LENGTh SHALL BE LENGTHENED AS NECESSARY TO INSURE MATERIAL IS NOT TRACKED INTO THE PUBLIC RIGHT-OF-WAY. ._UT1QN A -A 100' MIN. so PUBLIC RIGHT-- OF -WMY. --- \\ A;NE644,44-.W2-7 EXISTING DRIVEWAY RAMP - OR SITE ACCESS ROAD. \i� \`r��ya \i� EXIST ,\ \ -- 0 U O O oh° d°C, c;t• 0 ° OCIo 0020° -1 cis d° Do „0. PLAN VIEW TEMPORARY CON STR JCTION ENTRANCE NTS ' R MIN. L PL acC 1- CO TEMP. "V" INTERCEPTOR DITCH (NTS) iII1111!1' 1111 11I1111111I11111111111111111iiIII1PA iltf 0 16 TI INCH 1 7 3 r f r �r Wieoe • BLOCK AND GRAVEL FILTER Wire Screen --"7 Concrete Block Gravel Filter Overflow Runoff Water with Sediment -- Sediment Screen ' --�- Filtered Water • -,Wii0/0/•PI.O. .t i fit r �. Drop Inlet with Grate FIGURE 8 5.sO GRAVEL AND WIRE MESH FILTER s.prw*Ii..0.747414A1,0;97:4;.: e�L x.18" Min n Gravel (12',' Min. depth) Water--\ r'.���!!:1!��r- •"��'��::.'y =':� • �:`- Sediment :.�,��,!..;:'!. °i►+R��irli• t 1 r��r�' e„V Ni:� :i 'R+v1� 00 90 ;iii v:i�...�1� +; lam Ill• �.,_, • III 1r- 11111 = II II 11111 =J�a4 ov �l1� ►11= • �fw�i!! =u1�1 11 )i i11� jai a IL�I-' _ �- .Filtered Wire flesh with F i 1 tc - Water Fabric on top Runoff wi th •4-- Sediment FILTER FABRIC MATERIAL 36" WIDE ROLLS. -- USE STAPLES OR WIRE RINGS TO ATTACH FABRIC TO WIRE. 2" BY 2° BY 14 GA. WIRE FABRIC OR EQUIV. 1 BURY BOTTOM OF FILTER MATERIAL IN 8' BY 12" TRENCH. II ii 6' MAX. II Ei LJ \ 2' BY e WOOD POSTS. STANDARD OR BETTER OR EQUAL ALTERNATE: STEEL FENCE POSTS. I L FILTER FABRIC MATERIAL- ---- -- 2" BY4 "BY14 GA. WIRE FABRIC OR EQUIV. �! PROVIDE 4'c" - -,1 W WASHED GRAVEL BACKFILL ON BOTH SIDES -- OF FILTER FENCE FABRIC. 1 1111 4 5 6 7 8 NOTE: If the microfilmed docueaent is less clear than this notice, it is duce to the quality of the original document. 2" BY 4" WOOD POST ALT: STEEL FENCE POSTS.- 8" MIN. ALTER FABRIC SILT FENCE DETAIL NTS EROSION CONTROL NOTES 1. .STANDARD SPECIFICATIONS" FOR THIS PLAN SHALL BE 1991 STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL. CONSTRUCTION AS PUBLISHED BY THE WASHINGTON STATE DEPARTMENT OF TRANSPORTATION (WSDOT) AND THE AMERICAN PUBLIC WORKS ASSOCIATION (APWA), EXCEPT AS MODIFIED AND /OR AMENDED BY NE CITY OF TUKWILA STANDARD SPECIFICATIONS. 2. DURING CONSTRUCTION, ALL STORM DRAINAGE INLETS SHALL BE PROTECTED FROM SEDIMENT BY 111E SCHEME SHOWN ON THIS PLAN. ANY SUBSITUTIONS FOR THE SCHEME SHOWN SHALL BE SUBJECT 'TO APPROVAL BY NE CITY OF TUMWATER. THE CONTRACTOR SHALL ADJUST, REPAIR AND UPGRADE SILTATION CONTROL FACILITIES AS WEATHER CONDITIONS CHANGE AND AS DIRECTED BY THE CITY OF TUKWILA. 3. CLEARING AND GRADING LIMITS FOR THIS PROJECT SHALL BE COINCIDENT WITH THE LIMITS SHOWN ON THIS PLAN. CLEARING AND GRADING WILL BE NECESSARY TO CONSTRUCT A STABILIZED CONSTRUCTION ENTRANCE TO THE SITE. 4. IF STOCKPILED TOPSOIL AND FILL MATERIAL EXCAVATED FORM THE SITE IS DETERMINED TO REMAIN MORE THAN 24 HOURS, THE CONTRACTOR SHALL COVER AU. STOCKPILE AREAS AND DISTUUBED AREAS CONTIGUOUS WITH CLEAR PLASTIC COVERING BY THE END OF EACH WORK DAY DURING NE PERIOD OF OCTOBER 1 THOUGH MARCH 31. IN ADDITION, ALL OTHER DISTURBED AREAS INCI USING PROPOSED STREET RIGHT -OF -WAYS ON THE SITE SHALL BE COVERED WITH CLEAR PLASTIC COVERING BY THE END OF EACH WORK DAY DURING THE SEASONAL PERIOD DESCRIBED PREVIOUSLY. THE CLEAR PLASM COVERING SHALL CONFORM TO SECTION 9 -14.5 OF THE STANDARD SPECIFICATIONS. COVERING SHALL BE INSTALLED AND MAINTAINED TIGHTLY IN PLACE BY USING SAND BAGS OR TIRES ON ROPES WITH THE MAXIMUM 10 -FOOT GRID SPACING IN ALL DIRECTIONS. ALL SEAMS SHALL BE TAPED OR WEIGHTED DOWN FULL LENG1I1 AND TRIER SHALL BE AT LEAST A 12 -INCH OVERLAP OF ALL SEAMS. ALL COVERINGS SHALL BE IMMEDIATELY INSTALLED UPON COMPLETION OF THE WORKDP.Y ACTIVITIES DURING THE PERIOD OF OCTOBER 1 TO MARCH 31, AND /OR REMAIN UNTIL VEGETATION IS FIRMLY ESTABLISHED AS DETERMINED BY THE CITY OF TUMWATER. IF STOCKPILED TOPSOIL AND /OR FILL MATERIAL EXCAVATED FROM THE SITE IS DETERMINED TO REAMIN MORE THAN SIX MONTHS, ALL SLOPES AND SURFACES OF THE FILL SHALL BE SEEDED AND MULCHED IN ACCORDNACE WITH CHAPTER 5 OF THE STANDARD SPECIFICATIONS EXCEPT AS MODIFIED HEREIN. THE CONTRACTOR SHALL SEED, MULCH, ETC., ALL DISTRUBED AREAS INCLUDING BUT NOT LIMITED TO THE ENURE STORM RETENTION FACILITY AND ASSOCI- ATED SIDE SLOPES AFTER COMPLETION OF FINAL GRADING. MULCHING MATERIAL SHALL CONSIST OF HAY OR STRAW SPREAD AT A 2 -INCH DEPTH OF WOOD FIBER CELLULOSE SPREAD AT 25 TO 35 LBS. PER 1000 SQUARE FEET. MULCHING MATERIAL SHALL BE PLACED IMMEDIATELY AFTER SEED- ING PROCESS. SHOULD SEEDING AND MULCHING PROCESS BE PERFORMED DURING THE PERIOD OF APRIL 1 TO SEPTEMBER 30, CLEAR PLASTIC COATING MAY NOT BE REQUIRED DEPENDING UPON WEATHER CONDITIONS. SHOULD SEEDING AND MULCHING BE PERFORMED AFTER OCTOBER 1, THEN CLEAR PLASTIC COVERING SHALL BE INSTALLED IMMEDIATELY AFTER APPLICATION. SHOULD THE CONTRACTOR PROPOSE ALTERNATIVE EROSION CONTROL MEASURES FROM THE DESCRIBED REQUIREMENTS, PRIOR APPROVAL MUST BE GRANTED BY THE CITY OF TUMWATER. 5. UNDER SUPERVISOR BY THE CITY OF TUWILA, THE CONTRACTOR SHALL BE RESPONSIBLE FOR MONITORING SITE TO ENSURE EROSION CONTROL MEASURES ARE ADEQUATE AS WEATHER AND SITE CONDITIONS CHANGE. 6. TRACKED EQUIPMENT SHALL BE OPERATED ON SLOPES IN EXCESS OF 10:1 SUCH THAT CLEAT MARKS SHALL RUN PERPENDICULAR TO DOWNHILL SLOPES (CONTOURED). 7. LOCATE INTERCEPTOR SWALES OR DIKES DOWNSLOPE OF THE BUILDING FOUNDATION AS NEEDED SUCH THAT RUNOFF SHALL BE DIRECTED AND RETAINED ON SITE. 8. ALL CUT MATERIAL SHALL BE PLACED UPSLOPE OF INTERCEPTOR DIKES OR SWALES SUCH THAT RUNOFF FROM MATERIAL SHALL REMAIN ON SITE. STOCKPILED CUT MA 01 f. SHALL BE COVERED PER REQUIREMENTS DESCRIBED IN NOTE NO. 4 ABOVE. 9. PUBLIC STREETS ABUTTING SITE SHALL BE CHECKED AND /OR CLEANED A MINMUM OF ONCE EVERY 24 HOURS. OR AS DIRECTED BY THE CITY OF TUKWILA. CONTRACTOR SHALL CLEAN UP ANY SOIL OR SEDIMENTS FOUND. CONSTRUCTION SEQUENCE 1. ATTEND A PRECONSTRUCTION MEETING WITH CITY OF TUKWILA. 2. FLAG CLEARING L ZITS IN FIELD. 3. INSTALL TEMPORARY CONSTRUCTION ENTRANCE. 4. INSTALL SILTATION FILTER FENCE. 5. CLEAR AND GRUB SITE. 6. ROUGH GRADE THE SITE AND AMEND EROSION CONTROL FACILITIES AS NEEDED. 7. APPLY HAY OR APPROVED MULCH TO SLOPES WHICH HAVE BEEN DISTURBED. 8. INSTALL UTILIZES PER APPROVED PLANS. 9. PROMDE CATCH BASIN PROTECTION. 10. PAVE SITE AS SHOWN ON APPROVED PLAN. INSTALL CURBING. MAINTAIN CATCH BASIN PROTECTION. 11. PROVIDE REQUIRED LANDSCAPING. CITY OF TUKWILA APPROVED 'J U I.. 0 1993 AS NOTED RIP! DING DIVISION- ALTER FABRIC FENCE NOTES (REF. DRAINAGE DESIGN MANUAL FOR KING COUNTY) 1. FILER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL CUT TO THE LENGTH OF THE BARRIER TO AVOID USE OF JOINTS. WHEN JOINTS ARE NECESSARY, FILTER CLOTH SHALL BE SPLICED TOGETHER ONLY AT A SUPPORT POST, WITH MINIMUM 6 -INCH OVERLAP, AND SECURELY FASTENED AT BOTH ENDS TO POST. 2. POSTS SHALL BE SPACED A MAXIMUM OF 6 FEET APART AND DRIVEN SECURELY INTO THE GROUND (MINIMUM OF 30 INCHES). 3. A TRENCH SHALL BE EXCAVATED APPROXIMATELY 8 INCHES WIDE AND 12 INCHES DEEP ALONG THE LINE OF POSTS AND UPSLOPE FROM THE BARRIER. CO 4. WHEN STANDARD STRENGTH FILTER FABRIC IS USED, A WIRE MESH SUPPORT FENCE SHALL BE FASTENED SECURELY TO THE UPSLOPE SIDE OF THE POSTS SUING HEAVY -DUTY IC WIRE STAPLES AT LEAST 1 -111CH LONG, TIE WIRES OR HOG RINGS. THE WIRE SHALL EXTEND INTO THE TRENCH A MINIMUM OF 4 INCHES AND SHALL NOT EXTNED MORE THAN 36 INCHES ABOVE 111E ORIGINAL GROUND SURFACE. 0 5. THE STANDARD STRENGTH FILTER FABRIC SHALL BE STAPLED ORE TIRED TO THE FENCE, AND 20 INCHES OF THE FABRIC SHALL BE EXTENDED INTO THE TRENCH. THE FABRIC 5 SAHLL NOT EXTEND MORE THAN 36 INCHES ABOVE THE ORIGINAL GROUND SURFACE. ,t,„ FILTER FABRIC SHALL NOT BE STAPLED TO EXISTING TREES. ir 6. WHEN EXTRA - STRENGTH FILTER FABRIC AND CLOSER POST SPACING IS USED THE WIRE 3IP MESH SUPPORT FENCE MAY BE ELIMINATED. iN SUCH A CASE, THE FITTER FABRIC IS STAPLED OR V,1RED DIRECTLY TO THE POSTS WITH ALL OTHER PROVISIONS OF ABOVE 0 NOTES APPLYING. L, 7. FILTER FABRIC FENCES SHALL NOT BE REMOVED BEFORE THE UPSLOPE AREA HAS BEEN 0 PERMANENTLY STABILIZED. CI. CC a. 8. FILTER FABRIC FENCES SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND et AT LEAST DAILY DURING PROLONGED RAINFALL. ANY REQUIRED REPAIRES SHALL BE MADE IMMEDIATELY. 9l St t' el El IL 01. 6 jilniIIl1114111 I in111 ! 1,1,inl 111111111II 11111111111 4111,1ii • LETTER DATED s., IRVINE, CALIFORNIA P-- co TACOMA, WASHINGTON 98421 17901 VON KARMAN 222 EAST 26th ST. THE DESIGN AND DETAILS DISCLOSED HEREIN ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND SHALL NOT SE REPRODUCED IN WHOLE OR IN PART w41HOUT THE PRIOR WRITTEN CONSENT OF 111E ARCHITECT. w�. REVISIONS: z 4( 0 IX z 0 0 x 0 C 0 CIC 2 w DRWN BY: R.D.W. CHKD B'(: R.C. /W.E. -mumw • BUILDING TYPE: M-70-4-113 REVERSE W /RLAR ARCH ;JOB NUMBER: TB: 06 -628 BCR: 9261 SHEET NUMBER: Pp,','," .7 rclf7:7, y;1,, , . -' cY m i, s�.' n c °' i ii n:: ...0 6•. it . 4,;:.• s JUN I.4199 TUKWILA PL1t3L.IC V'.OR4(S A1B :' C.B. #2 TYPE 11 - 72° FLOW RESTRICTOR /OIL WATER SEPARATOR RIM = 27.20 i.E. =22.20 0.F. = 24.95 62 L.F. 4T x 33' - 14 GAGE CORRUGATED STEEL PIPE A;':CH 2 -213" x Ii2" CORRUGATION C.B. #3 TYPE I! - 5411 WITH SOLID LID R!V+ = 26.60 LE. = 22.20j 411 27.10 27.10 26.60 27.90 26,60 EXIST. S.S. M.H. RIM = 24.40 / LC. = 19.01 (IN) LE. = 16.29 (OUT) 11 11 11 11 tlr 26.70 26.20 26.50 • GE-ENE N 26.33 �a� N G742' SST-- 26.90 26.40 ' RIDGE LINE 26.70 26.20 155 LF.; 2' 910E GRASS LINED SWALE / • 0.5% SLOPE, `/E'^,ITAIk PrR I.S PLAN S 214 49' E • M ✓ - -- 160 L.F. CON. WALL TOP EL. = 25.50 / BOT. EL, = 22.50 Apo,1''ioar.. ttd1 r4) ,166. x L.F, q9 ; 4 GAG `_. Gann ACCESS _ C.B. #4 TYPE 1 RISER RIM = 25.50 I.E. = 23.00 LE. 22.13 S�, RIDGE LINE RIDGE C,B. %6 TYPE 1 RIM = 25.50 I.E. = 22.47 SD - EXIST. 8" PVS S.S. I.E. = 21.36 w/ TRASH RACK INLET SD 1 STEEL PIPE ARCH '.- 2 2/3 ,< ill Q R .� ` �. -- _- U1GAT -ION w 27.00 _ fiiI "" roles tii o '' C.B. #5 TYPE I Ni RIM = 25.50 `.'., I I.E, = 23.33 26,10 H.P. 2. „_.p. filVeit 26.40 IN 26, FACTORY WELD TEEI $ I E. = 23.09 6" PVC SOR -35 D.S. , ncliLJhi;, @1.0% or- o`T \o 26.00 27.70 26.20 26.84 26.34 ti 1` ° 26.50 I C.B. #1 TYPE-! 1� 'ZNIC • RIM = 25.05S� �.` IE 22.93 TAP NEW 11Wa' WATER METER �. S£E !RRIG. PLAN FOR CONT. 7.00 1 25:93 4 26 43 25.93 25,93 r 1 f • ,• , 26.95 26.80 26.50 TACO BELL M -7G'HD ' REVERSE 2044 u F.F. = 27.0 WEI 1.0% i NI a• EXIST. 11/2" METER TO BE RELOCATED OUTSIDE OF PROPOSED DRIVEWAY CAP OLD TAP (SR 181) N�RrH NEW 1" IRRIGATION DEDUCT METER -0- )1_► INSTALL NEW WHEELCHAIR RAMP PER CITY OF TUKWILA STANDARDS WEST VALLEY HIGHWAY 20 iP EXIST. S.S. M.H. RIM = 24.31 LE. = 19.77 SD ., 2 26.90 26.40 ' 24.16 0% 4 14 LF. RIDGE LIN 26.60 26.50 26.00 �2 D I:r u S,S• 1 �Ir INSTALL TYPE III BARRICADE AT 1 END OF ROAD IMPROVEMENT 1 1 1 l EXIST. C.B. RIM = 23.25 (ADJUST RIM TO NEW GRADE = 23.81) I.E. = 21.04 (IN w.) I.E. = 21.10 (IN N.) I.E. = 20.90 (OUT S.) (REMOVE EXISTING STUB TO WEST AND .REPLACE- ITT H SEW PIPE) p! SD ` C.B. #1 TYPE 1 1M = 23.56 I.E. = 21.15 A =1Cr00'E3' 1 111 R =1030.00' '1 \_ 179.781 T =9012' • C.B. #8 TYPE iI - 54', RIM = 26.60 i.E. = 22.20 1 _J 1 000 GAL. DBL. BAFFLE GREASE INTERCEPTOR TANK RISERS AND LID ASSY. TO BE A,A.S.H.T.O. 11-20 TRAJC RATED. CONTRACTOR TO SUBMIT SHOP DRAWINGS TO CITY OF TUKWILA FOR APPROVAL RIM C 26.35 LE. = 22.90 (IN) I.E. = 22.65 (OUT) 011. FIELD LOCATE EXISTING 8' PVC SEWER. TAP NEW 6' SIDE SEWER I.E. = 20.29' EIC EXIST, C.B. co RIM 24.25 I.E. = 22.25 (REMOVE EXISTING SS A - 42X34' R ° 54.50 T A 21,23° L -40. SS M.H. RIM= 25.40 I.E. = 20.52 TRADING =' DR INAGE PLAN is DEMOLITON NOTES: RE)AOV ALL UNDERGROUND UTILITIES, EXCEPT AS NOTED TO REMAIN ON DRAWINGS. fox EXISTING DRIVEWAY ACCESSING W.VALLEY HW'Y AS NOTED ON DRAWINGS. BEHOVE EXISTING SIDEWALKS iN CITY R.O.W. AS REQUIRED TO ACCOMMODATE NEW CONSTRUCTION. RE AYE ALL MISCELLANEOUS ITEMS TVITHIN PROPERTY UNES AS REQUIRED FOR NEW CONSTRUUC110N. MEC. CONDUCT DEMOLITION OPERATIONS AND REMOVAL OF DEBRIS TO ENSURE MINIMUM INTERFERENCE WITH ROADS, STREETS, WALKS, AND OTHER ADJACENT OCCUPIED AND USED FACIUT1ES, P►;OTECTTOHS:_ ENSURE SAFE PASSAGE OF PERSONS AROUND AREA OF DEMOLITION, CONDUCT OPERATIONS TO PREVENT DAMAGE TO ADJACENT BUILDINGS, STRUCTURES, ARID OTHER FACILITIES AND INJURY TO PERSONS. L; S•. PR0.4PTLY REPAIR DAMAGES CAUSED TO ADJACENT FACILITIES BY DEMOLITION OPERATIONS. IJ•R! TY SERVICES: MAINTAIN FASTING UTIUTIES INDICATED TO STAY IN SERVICE AND PROTECT AGAINST DAMAGE DURING DE340UTiON OPERATIONS. p0U$J1K CONTROLS: USE WATER SPRINKLING AND OTHER SUITABLE METHODS TO UMI T DUST AND DIRT RISING AND SCATTERING IN AIR. COMPLY WITH GOVERNING REGULATIONS PERTAINING TO ENVIRONMENTAL PROTECTION. Rog OF COMBUSTIBLE MATERIALS MI DEMOLISHED STRUCTURES WILL NOT BE PERMITTEED ON SITE. BURIAL OF DEMOLISHED MATERIALS ON SITE MU. NOT BE PERMITTED. REMQY& TRANSPORT DEMOLISHED MATERIALS FOiRM SITE AND DISPOSE OF LEGALLY. HAUL AND DUMP -FEES TO BE PAIL) BY CONTRACTOR. I A/MOUS MA 2 A�, L ARE ENCOUNTERED DURING DEMOLITION OPERATION, STOP OPERATIONS AND IMIAEDIATILY NOTIFY TACO BELL COMPLY WITH APPLICABLE REGULATIONS, LAWS AND ORDINANCES CONCERNING KIAOVAL, HANDLING. AND • Y! 40 80 ( IN FEET ) 1 inch = 20 ft. CLEARING & GRADING NOTES: -= 1. THIS GRADING PLAN 15 TO BEE USED IN CONJUNCTION WITH THE ARCHITECTURAL, LANDSCAPE, AND UTILITY SITE PLANS FOR INFORMATION REGARDING STE WO K 2. SEE SHEET A1A FOR HORIZONTAL CONTROL 3. SEE S EET A1D FOR STE UTILITIES. 4. FE S•WET AME AND A1F FFOR S1E DETAILS, 5, SITE CL ARING SHALL INU.UDE THE REMOVAL OF ASPHALT PAVING WITHIN THE LJ ITS OF REMOVAL AS ENtCATED ON PLAN WET AIA. 6. SPEC TCA.ITONS AND THE REt a!! ENDATIONS SET FORTH IN THE SOI S REPORT REFE EEICED ON THIS PLAN SET FOR 4TH IN THE OILS THE CON TRACTOR SHAD. BE RESPONSIBLE FOR RE ` OWNG AND REPLACING AU. SOFT, YIELDING OR UNSUITABLE MATERIALS AND REPLACING WITH SUITABLE MATERIALS AS SPECIFIED IN THE S REPORT. NI. EXCAVATE. OR AUII) AREAS SHALL BE COMPACTED TO 95% Of MO01FIED PROCTOR MAXIMUM DENSITY PER AS.T.M. TEST D--698. MOISTURE c0N1I NT AT TIME OF PLACEMENT SHALL NOT EXCEED 2% ABOVE NOR 3% BELOW OPINN. CONTRACTOR SHAL i SUBMIT A COMPACTION REPORT PREPM ED AY A QUALIFIED SOILS ENGINEER, REGISTERED V4INN THE STATE OF WASi1NGT0 VE TYING IIIAT AL TUFA AREAS AND SEGRADE AREAS WITHIN THE BUII.T:MG PAO AREA AND AREAS TO SE PAVED HAVE BEEN COMPACIT�D IN ACCORDANCE 'NTH THESE PLANS ANO SPECIFICATIONS S TUB TO EAST AND REPLACE WITH NEW PIPE AS SHOWN) NOTE; STRANDER BOULEVARD SHALL SE STRIPED IN ACCORDANCE WITH CITY OF .TUKWILA STANDARDS. A STRIPING PLAN SHALL BE ESTABLISHED BY THE ENGINEER AND CITY OFFICIAL. A COPY OF PLAN SHALL BE SENT TO THE CONTRACTOR AS SOON AS IT BECOMES AVAILABLE. STORM DRAINAGE GENERAL NOTES 1. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WiTH THE "STANDARD SPEC)IF1CATiONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION, "WASHINGTON STATE DEPARTMENT OF TRANSPORTATION AND AMERICAN PUBUC WORKS ASSOCIATION, WASHINGTON STATE CHAPTER, 1988 EDITION. TOG ETHER WITH THE LATEST EDITION OF THE CITY OF TUKWILA ENGINEERING STANDARDS. 2. AN APPROVED COPY OF THESE PLANS MUST BE ON SiTE WHENEVER CONSTRUCTION IS IN PROGRESS. 3. IT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND OH1ER RELATED PERMITS PRIOR TO ANY CONSTRUCTION ACTIVITY iN Ci TY R!GHT- OF -WAY. 4. PRIOR TO ANY CONSTRUCTION ACTIVITY, THE CITY OF TUKWILA ENGINEERING DEPT (433 -1850) MUST BE CONTACTED FORA PRECONSTRUCTION MEETING. 5. ALL LOCATIONS OF EXISTING 1)TI!JTIES SHOWN HEREON HAVE BEEN ESTABLISHED BY FIELD SURVEY OR OBTAINED FROM AVAILABLE RECORDS AND SHOULD 1HERFORE BE CONSIDERED APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE. IT IS THE SOLE RESPONSIBUTY OF THE CONTRACTOR TO iNDEPENEDTLY VERIFY THE ACCURACY Of ALL U11UTY LOCATIONS SHOWN, AND TO FURTHER DISCOVER AND AVOID ANY OTHER l)11UTIES NOT SHOWN HEREON WHICH MAY AFFECT THE IMPLEMENTATION OF THIS PLAN. THE CONTRACTOR SHALL CONTACT THE UTILITIES UNDREGROUND LOCATION SERVICE. (1- 800 --424 -5555) PRiOR TO CONSTRUC110N, THE OWNER OR HIS REPRESENTATIVE SHAIl BE IMMEDIATELY CONTACTED IF A UTILITY CONFLICT EXISTS. 6. CATCH BASIN - TYPE I PER WSDOT /APWA STANDARD PLAN B -1 OR ASSOCIATED SAND AND GRAVEL CB -15, OR EQUAL ?. CATCH BASIN - -TYPE II - PER WSDOT /APWA STANDARD P!.AN B--1E (48' I.D. OR 5.4' E.E. AS DESIGNATED) OR ASSOCIATED SAND AND GRAVEL CB -19, OR EQUAL 8. UNITS COVERS AS DESIGNATED ARE WSDOT/APWA STANDARD. )PER STANDARD PLAN B -12). 9. ALL TYPE H CATCH BASINS SHALL HAVE LADDERS OR SAFEEY STEPS PER WSDOT /APWA STANDARD PIJAN B -12. 10. AIL CATCH BASIN FRAMES AND GRATES SHALL BE DUCTILE IRON PER WSDOT /APWA STANDARD PLAN 13-2A. 11. ALL CATCH BASIN GRATES SHAIIL BE DEPRESSED 0.10 FEET BELOW PAVEMENT /CURB LEVEL 12. ALL 0!L /WATER SEPARATOR CB GRATES SHAL. BE OF• THE ROUND SOLID LOCKING TYPE. 13. ALL STORM DRAINAGE CONVEYANCE PIPE SHALL BE ONE OF THE FOL! OWING AS DESIGNATED: A. HELICAL CORRUGATED ALUMINUM (OR ASPHALT- TREATED STEEL), MINIMUM 16 GAUGE OR GREATER AS SHOWN 2-2/3" X 1/2' CORRUGATION, WITH WATERTIGHT CONNECTING BANDS. B. CONCRETE, PER A.S.T.M. C -14, CALSS II, NONREINFORCED BELL ADN SPIGOT (WITH BELL FLUSH WITH C.B. WALL OF USED), WITH RUBBER GASKETS. C. P.V.G. CONFORMING TO A.S.T.M. D -3034 - SDR 35. D. PIPE MAY BE ANY OF THE ABOVE PROVIDED: 1) PIPE JOINTS MUST BE OF THE SAME MATERIALS, AND 2) WHERE A PIPE MATERIAL IS SPECIFICALLY SHOWN ON THE PLAN, THAT MATERIAL MUST BE USED. E. MINIMUM PiPE COVER SHALL BE 2.0 FEET. F. SMOOTH WALL SPIRAL. RIB ALUMINUM (OR ASPHALT - TREATED STEEL) PIPE, 16 GAUGE, W/34' X 3/4" RIBS AT 7 1/2" 0.C. G. ADS TYPE N -12 HIGH - DENSITY POLYETHYLENE CORRUGATED PIPE WITH AN INTEGRALLY FORMED SMOOTH INTERIOR TO THE REQUIREMENTS OF A.A.S.H.T.O. M -294 GRADIN O GENERAL NOTES: 14. ALL PIPE BEDDING SHA! L CONFO4 M TO WSDOT /APWA SECTION 9- 30.7(1)B FOR ALUMINUM AND P.V.C. PIPE, AND SECTION 9- 30.7(1)A FOR CONCRETE PIPE, ALL TRENCH BACKFILL SHALL BE COMPACTED TO 92% MINIMUM DRY DENSITY PER A.S.T.M. D- 1557 -70 15. ALL PIPE SHALL BE LAID ON A PROPERi.Y PREPARED FOUNDATION ACCORDING TO WASHINGTON STATE SPECIFICATiON 7- 02.3(1). T IS SH, .t. INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL AS WELL AS PLACEMENT AND COMPACTION OR REQUIRED BEDDING MATERIAL TO UNIFROM GRADE SO THAT ENTIRE LENGTH OF THE PIPE 'l►1LL BE SUPPORTED ON A UNIFORMLY DENSE UNYIELDING BASE. IF THE NATIVE MATERIAL IN THE 90111 OF THE TRENCH MEETS THE REQUIREMENTS FOR °GRAVEL BACKFILL FOR PIPE BEDDING° THE FIRST LIFT OF PIPE BEDDING MAY BE OMITTED, PROVIDED THE MATERIAL IN THE BOTTOM OF THE TRENCH iS LOOSENED, REGRADED, COMPACTED TO FORM A DENSE UNYIELDING BASE. 16. ALL BUILDING ROOF DRAIN DOWNSPOUTS AND FOOTING DRAINS SHALL BE DIRECTLY CONNECTED TO THE MAIN STORM DRAINAGE CO !VEYANCE SYSTEM THROUGH AN UNDERGROUND PIPE SYSTEM,. ROOF DRAINS AND FOOTING DRAINS SHAD. BE SEPERAiE SYSTEMS AND SHAD. BE CONSIRUCTRID OF 6' (OR 8" DIAMETER WHERE SHOWN) P.V.C. (RIGID, NONPERFORATED FOR ROOF DRAINS, PERFORATED FOR FOOTING DRAINS.) SUFFICIENT CLEANOUTS AND BENDS SHALL BE INSTALLD SO THAT THE SYSTEM CAN BE EASILY MAINTAINED. THE SYSTEM SHOWN HEREON !S SCHEMATIC ONLY. T}IE DRAINAGE /GRADING CONTRACTOR OR LANDSCAPE MAY ALTER THE LAYOUT AS REQUIRED TO BETTER DRAIN THE SiTE. THE CONTRACTOR SHALL KEEP DIMENSIONED RECORD OF THE LOCATION OF ALL PIPES AND CLEANOUTS AND SUBMIT SAME TO THE CITY, ENGINEER, AND OWNER UPON COMPLETION OF THE WORK. 17, ALL ROOF AND FOOTING DRAINS SAHLL BE LOCATED IN 'THE FIELD AND ADJUSTED AS NECESSARY TO AVOID IMPACTING THE EXISTING TREES DENOTED ON THE GRADING PLAN TO BE SAVED. DRAIN LINES SHOULD BE LOCATED OUTSIDE THE DRIPUNE OF TREES TO BE SAVED WHEREVER POSSIBLE, 18. THE STORM DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLANS WHICH ARE ON FILE IN THE ENGENEERING DEAPARTMENT. ANY DEVAIAiiON FROM THE APPROVED PLANS Mill REQUIRE WRITTEN APPROVAE. FORM THE PROPER AGENCY. 19. STRUCTURES SHALL NOT BE PERMITTED WITHIN 10 FEET OF THE SPRING UNE OF AY STORM DRAIN PiPE. 20. CONSTRUCTION OF DEWATERiWG (GROUNDWATER) SYSTEM, IF REQUIRED , SHALL BE IN ACCORDANCE WITH THE A.P.W.A. STANDARD SPECIFICATIONS, SECTION 61 -3.02, 1981 EDITION. 21. PRIOR TO OCCUPANCY, THE PERMANENT :TORM DRAINAGE SYSTEM MUST BE CLEANED OUT BY PUMPNG. (00 NOT PUMP OR DISPOSE INTO ANY OTHER STREAM, STORM SEWER, OR SANITARY SE11+ER SYSTEM.) 22. RIP RAP ROCK FOR EROSION PROTECTION SHAD. BE OF SOUND QUARRY ROCK PLACED TO A MINIMUM DEPTH OF ONE (1) FOOT. ROCK AGGREGATE TO BE AS FOLLOWS: th' - 2" - 10% - 40% 2" - 4" - 20% - 40% 4 "- 8'-- 40% -70% 23. TESTING OF AU. STROM SEWER PIPE WILL BE AT THE OPTION OF THE CITY OF TUKWILA. 24. WHEN PLAIN ALUMINUM PIPE PIPE ARCH I5 USED Y4IERE IT WILL BE IN CONTACT WITH CONCRETE OR CONCRETE PIPE. ALL MINIMUM SURFACES IN CONTACT WIITH THE CONCRETE OR CONCRETE PIPE SHAD. BE PAINTED WITH TWO COATS OF PAINT. THE ALUMINUM PIPE TO BE PAINTED SHALL BE CLEANED WiTH SOLVENT TO REMOVE CONTAMINANTS. AFTER CLEANING, THE. PIPE SHALT. BE PAINTED WITH iWO COATS OF PAINT CONFORMING TO FEDERAL SPECIFICATION TT -P -645 (PRIMER, PAINT, ZINC CHROMATE, ALKYD VEHICLE. 1. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE °STANDARD SPECIIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION, 'WASHINGTON STATE DEPARTMENT OF TRANSPORTATION AND AMERICAN PUBLIC WORKS ASSOCIATION, WASHINGTON STATE CHAPTER, 1988 EDITION. TOGETHER WiTH THE LATEST EDITION OF THE CITY OF TUKWILA ENGINEERING STANDARDS. 2. AN APPROVED COPY OF THESE PLANS MUST BE ON SITE WHENEVER CONSTRUCTION IS iN PROGRESS. 3. IT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION ACTIVITY IN CITY RIGHT - OF -WAY. 4. PRIOR TO ANY CONSTRUCTION ACTIVITY, THE CITY OF TUKWILA ENGINEERING DEPT (433 -1850) MUST BE CONTACTED FOR A PRECONSTRUCTION MEETING. 5. ALL LOCATIONS OF EXISTING UTILITES SHOWN HEREON HAVE BEEN ESTABUSHED BY FIELD SURVEY OR OBTAINED FORM AVAILABLE RECORDS AND SHOULD THERE ORE BE CONSIDERED APPROXIMATE ONLY AND NOT NECESSARI; Y COMPLETE. IT IS THE SOLE: RESPONSIBLITY OF THE CONTRACTOR TO INDEPENDTLY VERIFY THE ACCURACY OF ALL. UTILITY LOCATIONS SHOWN, AND TO FURTHER DISCOVER AND AVOID ANY OTHER 'JPLITES NOT SHOWN HEREON WHICH MAY AFFECT THE IMPLEMENTATION OF THIS PLAN. THE CONTRACTOR SHALL CONTACT THE UTILITIES UNDERGROUND LOCATION SERVICE (1 -800- 424 -5555) PRIOR TO CONSTRUCTION. THE OWNER OR HIS REPRESENTATIVE SHALL BE IMMEDIATELY CONTACTED IF A UTIUTY CONFLICT EXISTS. 6. THE TEMPORARY EROSION /SEDIMENTATION CONTROL FACILITES SHALL 6E CONSTRUCTED PRIOR TO ANY GRADING OR EXTENSIVE LAND CLEARING IN ACCORDANCE Y11TH THE APPROVED TEMPORARY EROSION /SEDIMENTATION CONTROL PLANS. THESE FACILITES MUST BE SATISFACTORILY MAINTAINED' UNTIL CONSTRUC ION AND LANDSCAPING IS COMPLETED AND THE POTENTIAL FOR ON -SITE EROSION HAS PASSED. 7. ALL WORT( SHALL BE PERFORMED IN ACCORDANCE 1 ITH THESE PLANS AND WECIFICATI0NS AND THE RE0UNROENTS 0 THE G11Y OF TACOMA. THE SOILS REPO!TT AFND RECOMMENDA11M S£T FORTH THEREIN ARE PART OF THE READ CONSTRUCTION DOCUMENTS AND IN CASE OF CONFLICT SHALL PRECEDENCE UNLESS SPECIFICALLY N ,TED OTIHER SE C#Y THE PLANS. THE CONTRACTOR SHALL NOTIFY TACO 8111. CONSTRUCTION MANAGER OF ANY DISCRPANCY BET1t FH SOILS REPORT AND PLANS, ETC, S. ALL DI41fENSIONS AND GRADES S%O! ON TFIE PLANS SHALL BE WIELD VERIFIED 8Y THE CONTRACTOR PRIOR TO CONSTRUCTION. CONTRACTOR ;TALL NOTIFY TACO BELL CONSTRUCRON MANAGER 0F ANY DISCREPANCIES E ISTIPNG PR101t TO PROCEEDING 1W1TH CONSTRUCTION FOR NECESSARY PLAN 0f GRADE CHANGES. NO EXTRA COLMPENSATION SHALL BE PAID TO THE CONTRACTOR FOR WORK TO BE REDONE DUE TO DiMEI'NSIONS OR GRADL;S SHO'AN INCORRECTLY ON THESE PLANS IF SUCIi NOTIFICATION HAS NOT BEEN GIVEN. 9. i T TI REMOVE ALL ASPHALT PAVINNG TOP COARSE AND OTHER DELETERIOUS MATERIAL (AS DEFINED BY SOILS REPORT). PROOF ROLL, AND RECOMPACT SUBGRADE AS RECOMMEND#D IN THE SOILS REPORT. FILL LOW AREAS AND EXCAVATM AREAS 14TH NON - ORGANIC, N0N- EXPANSIVE SOILS, LIP TO SUB - ELEVATIONS AS NECESSARY TO OBTAIN FINA!- ELEVATIONS SHOWN. 10, FOUNDATION WORK, FLOOR SLAB ACTIVITIES AND SI1t PREPARATIONS SHALL BE MONITORED BY A QUALIFIED GEOTECHNICAL ENt VEER. ACTUAL FOUNDATION BEARING GRADE SHALL BE 1NSPECTT:D AND APPROVEDE) BY GEOTECIiNiCA1- ENGINEER PRIOR TO PLACING CONCRETE. IIIIIIIIIIIILIIIIIIIIILiIIIIIII� .IIIIIIII�III'III�IIIIII" ,. ,: 0 4BTHS INCI- 1 i 2 V31 - 11. ALL FOUNDATION AND OT'TE'R EXCAVATIONS AND / OR TRENCHES TO BE STRUCTURALLY BAcl<F)LLED. 12. IF W(T SUBSOILS ARE ENCOUNTERED OR BECOME WET DURING CONSTRUC1K*I, THE SOILS ENGINEER SHALL RECOMMEND AND SUPERVISE REMEDIES. 13. GRADE LANDSCAPE AREAS FLUSH WITH TOP OF ADJACENT CURBS GRADE LANDSCAPE AREAS W4ThIN CURBS AND SIDEWALKS WITH iliGHT CROWN TO AVOID POND!NG ANO SWAMPY AREAS 14. GRADE: LANDSCAPE AREAS AROUND PERIMETER OF snr TO SLOPE EVENLY FROM TOP O CURt3 / SIDEWAIX TO EXISTING GRADES PROPEIRTY LJNES. 15. ALL. SITE W IS TO CONFORM TO THE 1991 _5Jlt1!D&RO ?LAN$ $-. QA JRiQ V I I AL C0Jy1RUC101 PURUSHED BY THE WASHINGTON STATE DEPARTMENT OF iSPORTATION AND THE AMERICAN PUBLIC WORKS ASSOCIATION. 16. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARDS, SAFETY DEVICES, PROTECTIVE EQUIPMENT, AND SAEEI Y PRODURES AND ELETNODS TO PROTECT TH£ LIFE, HEALTH AND SAFETY OF WOR ERS, SUBCONTRACTORS, S+JPPUERS, AND THE PUBLIC ON ALL WORK RELATED 70 THIS PROJECT. AU. W1TRK .AND SAFETY PRO( CURES SHALL BE COORDINATED WITH THE i.31Y OF TACO A AND AIL P.FFECIT AGE4C ES AND UTILITY COMPANIES, I; i I I. I LI I 1,1(, c .I 1.1 1 111 Ir 1 I I ,l I I, i° r 1+14111 NOTE: if the microfilmed document is less clear than► this notice, it is due to the quality of the original document. el LT 91 9l VI el Zl LII11IU11 4111111i114>:: (� �I'� �J�,,+11111I3JII11iiji Il�i!iIH1ii �l � • 1> ��.f ;. F.. y t TIER '`� 1. :" .-. 4� /r y /''r .. ' �.'♦ i'l�ll►jIIIII�iiillj�`I�i(LIIII loot IlII 9 10 11 MADE IN o€AMjm 12 4 7. ALL EARTHWORK UNDER PAVING TO BE USED BY VEHICULAR TRAFFIC SHALL BE COMPACTED TO A MINIMUM 959: DRY OPTIMUM DENSITY PER A.S.T.M. D- 1557 -70 (MODIFIED PROCTOR). 8, UNLESS OTHERWISE NOTED, ALL ELEVATIONS SHOWN IN PAVED AREAS ON THE PLANS ARE TOP OF PAVING, 9. IMMEDIATELY FOLLOWING FINISH GRADING, ANY DISTRUBED AREAS NOT SPECIFIED FOR PERMANENT LANDSCAPING SHALL BE SEEDED AND STABILIZED WITH PERMANENT VEGETATION, CONSISTiNG OF RAPID, PERSISTENT, AND LEGUME GRASSES (MINIMUM 80# PER ACRE). This IS TO INCLUDE: - 20% ANNUAL, PERENNIAL, OR HYBRID RYE GRASS - 40%. CREEPING RED FESCUE - 40% WHITE CLOVER 10. THE SITE WORK IMPROVEMENT'S SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLANS WHICH ARE ON FILE IN THE ENGINEERING DEPARTMENT. ANY DEVIATION FROM THE APPROVED PLANS WiLOL REQUIRE APPROVAL FROM THE PROPER AGENCY, 11. THE CONTRACTOR SHALL KEEP PARKING LOTS AND STREET CLEAN AT ALL TIMES BY SYiEEPING. WASHING OF ANY TRAVIED SURFACE WiLL PLOT BE ALLOWED. 12. ALL PARKING AND DRIVEWAY AREAS TO HAVE POSITIVE DRAINAGE TO COLLECTION /CONVEYANCE SYSTEMS OR OVERLAND SHEET DRAIN AREAS AT ONE PERCENT MINIMUM SLOPE; PLAN DETAILS SHALL NOT SUPERSEDE THIS REQUIREMENT. 13. OPEN -CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVEL[) ROADWAYS SHALL BE 3ACKFILLED IN ACCORDANCE WITH THE CiTY OF TUKWILA, WSDOT /APWA STANDARD PLAN B -11, AND MECHANICALLY COMPACTED. CUTS INTO THE EXISTNG ASPHALT SHALL BE NEAT -UNE OJT MTH SAW IN A CONTINOUS LINE. A TEMPORARY COLD MIX PATCH MUST BE PLACED IMMEDIATELY AFTER BACKFILL AND COMPACTION. A PERMANFJIT HOT MIX PATCH SHALL BE PLACED WITHIN 30 DAYS AND SHALL BE THE THICKNESS OF THE ORIGINAL ASPHALT OR THREE (3) INCHES, WHICHEVER IS GREATER. 14. EXTRUDED CEMENT CONCRETE CURBS AROUND ASPHALT EDGES SHALL BE CONSTRUCTED PER DETAIL J 44. CITY OF TUKWILA 0 APPROVED " R 'JUL 6 1993 AS NOTED CC Lu Q L U!!_DING DIVIaiQN 1 lil f, qk > d .: 4Y1 ,4.. .. , F r......q os, I, .e • . . �' • "j. . L 1•od _ sr Lt �. t_, • 5 i 1 ,, �+t ,J •,: it"! lili111111111111111141111111111i111111111111111111111111111 og 0 w ac+ o .--- IRVINE, CAL'FORN3A 1 7901 VON !CARMAN 5. =0 i+ co 8 THE DESIGN AND DETAILS DISCLOSED HEREIN ARE THE EXCLUSI'r£ PROPERTY OF THE ARCHITECT AND SN.ALI. NOT DE REPRODUCED lit M410LL OR IN PART WITHOUT THE PRiOR WRITTEN CONSENT OF THE ARCHITECT. RE` ISIONS: z 4 LAJ 4 4 0 cin z 4 ,.It;?.l4 BUILDING TYPE: M-704-HD REVERSE W /REAR ARCH JOB NUMBER: TB: 06 --628 BCR: 9261 DATE: 15 APR 93 SHEET NUMBER: .993 A 1 C PL)13W-10 Vkl0Fi ti POW - - - -- -- - WAT EXIST. S.S. M.H. • RIM = 24.40 155 L.F.; 2' WIDE GRASS LINED SWALE J.E. = 19.01 (IN) @ 0.5% SLOPE. VEGETATE PER L.S. LE. = 16.29 (OUT) PLAN C.8. #2 TYPE II - 721 FLOW RESTRICTOR /OIL WATER SEPARATOR RIM = 27.20 I.E. = 22.20111 0.F. = 24.95 C.B. #3 TYPE II -- 54" WITH SOLID LID RIM = 26.60 11. = 22.20 co r--� QP 21, 4• 160 L.F. CON. WALL TOP EI_. = 25.50 / BOT. EL. = 22.50 EXIST. 8" PVS R.S. I.E. - 21.36 w/ TRASH RACK INLET 7 SD - -_. 206.45' EXIST. S.S. M.H. 4IM = 24.31 E. = 19.77 SD EXIST. C.B. RIM = 23.25 I.E. = 21.25 (IN W.) I.E. = 21.10 (IN N.) I.E. = 20.90 (OUT S.) C.B. #4 TYPE I RIM = 25.50 I.E. = 23.09 --- FACTORY WELD I.E. = 23._99) 1 r C.B. #5 TYPE I RIM - 25.50 LE. = 23.33 V) = 21.18 - � rC.B. #1 TYPE 1 RIM = 23.41 I.E. IVE. = 21.18 issAARI II 1 1 :1 1 1 1 1 1 I I! I II / I / 1 i I J I YL_. EXIST. C.B. RIM = 24.25 I.E. = 22.25 .- A F 10' 00' 03' LR ° 1030.000' T ' 90.12' L =179.Th' 4 e --- . POW -- - -- POW C.B. #6 TYPE I RIM = 25.50 LE. = 22.47 1-- --• POW -- 1 1 1 / ._; 1, / -• 1" COPPER WATER // �/w ` " SO -- ._;. 1 SERVICE LINE % 1 1 s� / $ ,( 0 4 1 oaf I �'d/ // / •4 V) m U LJ LJ `14 L.F. " S.S. 2.0% MI SS 2" COPPER FIRE HOSE SERVICE LINE TACO BELL M -70 -HL REVERSE NUSI. F.F. = 27.0 // C.B. #7 mil- z"/ RIM = 2252.095 / I.E. 3 0 .. l N07142' --- GAS GAS - RELOCATED 11/2" _- WATER METER POW 1 1 • . n POW 1' F W - F' f--- PO'W 1--- a - -� SEE IRRIG. PLAN FOR CONT. 1 • l7AT - =x a - W{4r'- • .• . :2i�7. ^ CE...(UG) .......................... TELL'( ►c) : :.. : : : : : :.. : : : : : :: .: A:::.:::,:: T."EtE- 71IG) :.......... ''''' ". • -- - GAS - - -1 - _- - - -- POW- POW WAT • _ -- GAS ------ EXIST, 11/2" METER TO BE RELOCATED OUTSIDE OF PROPOSED DRIVEWAY NEW 1" IRRIGATION DEDUCT METER --- GAS - - -_ (SR 181) NORTH -0- SS A - 42' 34' - Rx5450' T -2123' L 40.49' POW 1E1 .. TELE (UG) J _ GAS -------------- - - - - -- GAS --- - - - - -- WEST VALLEY HIGHWAY UTILITY SITE PL - GAS - -- ( IN FEET ) 1 inch = 20 ft. 'P. T C.B. #8 TYPE II - 54" RIM = 26.60 LE. = 22.2.0 J CO cc 0 CI) SS - POW WAT •LE (UG) - - 1000 GAL. DBL BAFFLE GREASE INTERCEPTOR TANK, RISERS, AND LID ASSY. TO BE A.A.S.H.I.U. HS20 TRAFFIC RATED. CONTRACTOR TO SUBMIT SHOP DWGS. TO CITY OF TUKWILA FOR APPROVAL. RIM. = 26.35 I.E. = 22.90 (IN) I . = 22.65 (OUT) "POW WA- _..._. T .......... ....TELE (UG) - -- -- GAS -- -- - GAS -- UTILITY CONFLICT NOTE CAUTION: THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR 10 CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE AT 1-800-424-5555 AND THEN POTHOLING ALL OF THE EXISTING UTILITES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT BARGHAUSEN CONSULTING ENGINEERS, INC., TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. f 1111111111111111 111111111i1111j1111111111111111 .i11111� itf 1` J '`3 4 5 .� ._�,.. :6 8. 7 NOTE: if the microfilmed document is lees clear than this notice, it is due to the quality of the original document. () 18THS INCH 1 1iij► -ifj ;1iflip IJ i 11 II I� i IrjEI i' 4441 9 - 1Q SANITARAY SEWER GENERAL NOTES: 1. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE "STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, ANC MUNICIPAL CONSTRUCTION, "WASHINGTON STATE DEPARTMENT OF TRANSPORTATION AND AMERICAN PUBLIC WORKS ASSOCIATION, WASHINGTON STAE CHAPTER, 1988 EDITION. TOGETHER WITH THE I ATEST EDITION OF THE CITY OF TUKWILA ENGINEERING STANDARDS. 2. AN APPROVED COPY CF THESE PLANS MUST BE ON SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 3. IT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND OTHER RELATED PERMITS PRIOR TO ANY CONSTRRCTION ACTIVITY IN CITY RIGHT - OF- -WAY. 4. PRIOR TO ANY CONSTRUCTION ACTIVITY, THE CITY OF TUKWILA ENGINEERING DEPT (433 -1850) MUST BE CONTACTED FOR A PRECONSTRUCTION MEETING. 5, ALL LOCATIONS OF EXISTING UTILITES SHOWN HEREON HAVE BEEN ESTABLISHED BY FIELD SURVEY OR OBTAINED FROM AVAILABLE RECORDS AND SHOULD THERFORE BE CONSIDERED APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE. IT IS THE SOLE RESPONSIBI!TY OF THE CONTRACTOR TO INDEPENEDTLY VERIFY THE ACCURACY OF ALL UTILITY LOCATIONS SHOWN, AND TO FURTHER DISCOVER AND AVOID ANY OHTER UTILITES NOT SHOWN HEREON WHICH MAY AFFECT THE IMPLEMENTATION OF THIS PLAN. THE CONTRACTOR SHALL CONTACT THE UTILITIES UNDERGROUND LOCATION SERVICE (1 -800- 424 - •5555) PRIOR TO CONSTRUCTION. THE OWNER OR HIS REPRESENTATIVE SHALL BE IMMEDIATELY CONTACTED IF A UTILITY CONFLICT EXISTS. 6. THE SANITARY SEWER SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLANS WHICH ARE ON FILE IN THE CITY OF TUKWILA ENGINEERING DEPARTMENT. ANY DEVIATION FORM THE APPROVED PLANS WILL REQUIRE WRITTEN APPROVAL FROM THE PROPER AGENCY. 7. ALL NEW SAITARY SEWER LINES SHALL BE SEALED OFF AT THE EXISTING TRUNK CONNECTION POINT UNTIL ALL UPSTREAM CONSTRUCTION IS COMPLETED, CLEANED, TESTED, LAMPED, AND ACCEPTED BY THE CITY OF TUKWILA. ALL CONSTRUCTION DEBRIS AND WATER SHALL BE REROVED FROM PIPE PRIOR TO OPENING SEAL. 8. MANHOLES AND LIDS: A. ALL TYPE I - 48" MANHOLES SHALL BE CONSTUCTED PER WSDOT /APWA STANDARD DETAIL B -23A, WITH ECCENTRIC CONES. 8. ALL MANHOLES SHALL HAVE A MINIMUM DROP OF 10.0 FEET BETWEEN INVERTS. C. ALL MANHOLES NOT IN PAVED AREAS SHALL HAVE LOCKING LIDS. D. If SHALL BE THE RESPONSIBLITY OF THE CONTRACTOR TO ADJUST ALL MANHOLE TOPS TO MATCH FINAL ASPHALT ELEVATIONS AND GROUND ELEVATIONS INLANDSCAPED AREAS. 9. SEWER PIPE, BEDDING, AND TRENCH COMPACTION. A. ALL SEWER PIPE SAHLL BE ONE OF THE FOLLOWING AS DESIGNATED: 1. P.V.C. CONFORMING TO A.S.T.M. S- -3034, SDR 35. 2. DUCTILE IRON, CLASS 50, CONFORMING TO A.W.W.A. C151. 3. PIPE MAY BE ANY OF THE ABOVE PROVIDED: A) PIPE JOINTS MUST BE OF THE SAME MATERIALS, AND 8) WHERE A PIPE MATERIAL IS SPECIFICALLY SHOWN ON HTE PLAN THAT MATERIAL MUST BE USED. 4. MINIMUM PIPE COVER AT MANHOLES SHALL BE 8.0 FEET ADN 5.0 FEET BETWEEN RUNS. B. PIPE BEDDING SHALL RE A.P.W.A. TYPE "F" WITH MATERIAL CONFORMING TO SECTION 9-30.7A(2). C. TRENCH BACKFILL SHALL BE COMPACTED TO MINIMUM 92% DRY OPTIMUM DENSITY PER A.S.T.M. 0 -1557 (MODIFIED PROCTOR) PRIOR TO TESTING SEWER LINES FOR ACCEPTANCE. 10 SIDE SEWER LATERALS: A. SIDE SEWER SHALL BE 6" MINIMUM DIAMETER AT 2.0% MINIMUM SLOPE. B. SIDE SEWERS SHALL BE TESTED FOR LEAKAGE AT THE SAME TIME THE MAIN LINE SEWER IS TESTED. IF NOT TESTED TOGETHER, PROVIDE TEST TEES AT SEWER MAIN CONNECTIONS. C. BUILDINGS WITH GREATER THAN 10 UNITS SHALL BE SERVICED BY ONE OF THE FOLLOWING METHODS: 1. DOUBLE 6" DIAMETER SERVICES CONNECTED TO TRUNK BY STANDARD TEES OR INTO MANHOLES. ' 8" T T 2. SINGLE 8 DIAMETER SERVICE WITH CLEANOUT, CONNECTED TO .BUNK INTO MANHOLES ONLY. (ALTERNATE CONNECTION METHODS ARE DEPICTED ON PLANS.) D. ALL LATERAL CONNECTIONS TO SEWER MAINS SHALL BE MADE WITH A WYE OR SWEEPING TEE. 11. CONSTRUCTION OF DEWATERING (GROUNDWATER) SYSTEM SHALL BE IN ACCORDANCE WITH THE A.P.W.A. STANDARD SPECIFICATIONS, SECTION 61 -3.02, 1981 EDITION. 12. WHENEVER SEWERS MUST CROSS UNDER WATER MAIN THE SEWER SHALL BE LAID AT SUCH AN ELEVATION THAT THE TOP OF THE SEWER LINE IS AT LEAST 36" BELOW THE BOTTOM OF THE WATER MAIN. 13. BUILDINGS SHALL NOT BE PERMITTED WITHIN 10 FEET OF TEH SPRING LINE OF ANY SANITARY SEWER PIPE. 14. PRIOR TO OCCUPANCY, THE DEVELOPER SHALL GRANT i0' TIDE SANITARY SEWER EASEMENTS TO THE CITY OF TUKWILA. 15. CLEANOUTS SHALL BE PROVIDED AT THE RIGHT - -OF -WAY LINE FOR LATERALS ENTERING THE PUBLIC RIGHT -OF -WAY. LEGEND B0 PROP. STORM DRAIN C.B. ❑ EXST. STROM DRAIN C.B. 14 PROP. STORM DRAIN M.11. t EXST. WATER VALVE 0, PROP. FIRE HYD. EXST. SIGNAL BOX i2f PROP. WATER METER ET? EXST. WATER METER a PROP. TELEPHONE RISER EXS1. CAS VALVE PROP. W.V. IN BOX -0.. EXST. UTILITY POLE Lr 1 PROP. POWER TRANS. ---t,2 EXST. STREET LIGHT 4 PROP. GUARD POST WATER GENERAL NOTES: 1. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE "STANDARD SPECIIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION, "WASHINGTON STATE DEPARTMENT OF TRANSPORTATION AND AMERICAN PUBLIC WORKS ASSOCIATION, WASHINGTON STATE CHAPTER, 1988 EDITION. TOGETHER WITH THE LATEST EDITION OF THE CITY OF TUKWILA ENGINEERING STANDARDS. 2. AN APPROVED COPY OF THESE PLANS MUST BE ON SITE '.NHENEVER CONSTRUCTION IS IN PROGRESS. 3. IT SHALL BE THE SOLE RESPONSIBILfY OF THE CONTRACTOR TO OBTAIN STREET USE AND OHTER RELATED PERMITS PRIOR TO ANY CONSTRUCTION ACTIVITY IN CITY RIGHT- - OF- -WAY. 4. PRIOR TO ANY CONSTRUCTION ACTIVITY, THE CITY OF TUKWILA ENGINEERING DEPT (433- -1850) MUST BE CONTACTED FOR A PRECONSTRUCTION MEETING. J. ALL LOCATIONS OF EXISTING UTILITIES SHOWN HEREON HAVE BEEN ESTABLISHED BY FIELD SURVEY OR OBTAINED FROM AVAILABLE RECORDS AND SHOULD THERFORE BL CONSIDERED APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE. IT IS THE SOLE RESPONSIBLITY OF THE CONTRACTOR TO INDEPENEDTLY VERIFY THE ACCURACY OF ALL UTILITY LOCATIONS SHOWN, AND TO FURTHER DISCOVER AND AVOID ANY OTHER UTILITIES NOT SHOWN HEREON WHICH MAY AFFECT THE IMPLEMENTATION OF THIS PLAN. THE CONTRACTOR SHALL CONTACT THE UTILITIES UNDEECROUND LOCATION SERVICE_ (1 -800- 424 - -5555) PRIOR TO CONSTRUCTION. THE OWNER OR HIS REPRESENTATIVE SHALL BE IMMEDIATELY CONTACTED IF A UTILITY CONFLICT EXISTS. 6. THE WATER MAIN DISTRUBUTION SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLANS WHICH ARE ON FILE IN THE CITY OF TUKWILA ENGINERING DEPARTMENT. ANY DEVIATION FROM THE APPROVED PLANS WILL REQUIRE WRITTEN APPROVAL FROM THE PROPER AGENCY. 7. CONNECTIONS TO EXISTING FACILITIES SHALT. BE SEALED OFF UNTIL CONSTRUCTION IS COMPLETED. NO CONNECTION WILL BE ALLOWED UNTIL THE NEW WATER MAINS HAVE PASSED ALL PRESSURE ADN PURITY TESTS. 8. WATER MAIN PIPE, BEDDING, ADN TRENCH COMPACTION: A. ALL WATER MAIN PIPE TO BE CEMENT LINED, CLASS 52 DUCTILE IRON, CONFORMING TO A.N.S.I. SPECIFICATIONS A -21.51 (A.W.W.A. C151-76), OR LATEST REVISION. CEMENT MORTAR LINING AND SEAL COATING SHALL CONFORM TO A.N.S.I. A- 21.4 - -74 ( A.W.W.A. C104 - -74), OR LATEST REVISION. B. PIPE JOINTS TO BE PUSHED--ON, MECHANICAL OR FLAGE JOINTS. C. ALL WATER MAIN PIPE FITTINGS TO BE CEMENT LINED , CALSS 250 CAST IRON, CONFROMING TO A.N.S.I. A -21.10 AND A -021. i 1 -77, OR LATEST REVISION. D. ALL WATER MAIN PIPE BEDDING TO BE A.P.W.A. CLASS "C ". E. ALL WATER MAIN CEMENT CONCRETE THRUST BLOCKS TO CONFORM TO STANDARD DETAILS SHOWN ON THE PLANS. F. ALL WATER MAIN TRENCH BACKFILL. SHALL BE COMPACTD TO MINIMUM 925 DRY OPTIMUM DENSITY PER A.S.T.M. 0-- 1557 -70 (MODIFIED PROCTOR) PRIOR TO TESTING WATER MAINS FOR ACCEPTANCE. 9. ALL WATER MAIN PIPE 10" AND SMALLER TO MAINTAIN A MINIMUM COVER Al 36 INCHES BELOW FINISHED GRADE. WHERE UIILTIY CONFLICTS OCCUR, WATER MAINS ARE TO BE LOWERED TO CLEAR. 10. ALL WATER MAINS SHALL BE PRESSURE TESTED ADN DISINFECTED IN ACCORDANCE WITH THE SPECICFICATIONS OF THE WSHINGTON STATE HEALTH DEPARTMENT AND THE CITY OF TUKWILA, STANDARDS. ALL INSPECTION AND PRESSURE TESTING SHALL BE DONE IN THE PRESENCE OF, AND UNDER THE. SUPERVISION OF, THE CITY ENGINEER ADN /OR HIS REPRESENTATIVE. 11. CONTRACTOR TO PROVIDE PLUGS ADN/OR TEMPORARY GLOW-F00 ASSEMBLIES FOR TESTING ADN PURITY ACCEPTANCE PRIOR TO FINAL TIE-IN. 12. FIRE HYDRANTS: A. ALL FIRE HYDRANTS SHALL CONFORM TO THE CITY OF TUKWILA STANDARD PLAN NO.S W-3, W -4, W -5, AND W - -6. B. ALL FIRE HYDRANT PORTS SHALL FACE PERPENDICULAR TO CURB ADN TOWARD DRIVEWAY AS SHOWN ON PLANS. 13. DOMESTIC WATER SERVICES: A. ALL DOMESTIC WATER SERIVCE LINES TO BE TYPE "K" COPPER, STANDARD GALVANIZED, STEEL PIPE, OR PVC PIPE. SERVICE CONNECTIONS SHALL BE IN ACCORDANCE WITH THE CITY OF TUKWILA STANDARD PLAN NO. 202 OR NO. 2C3 (DOUBLE STRAPS AND CORPORATION STOPS.) 8. METER BOXES TO BE INSTALLED BY THE CONTRACTOR. C. METERS TO BE INSTALLED BY THE CITY OF TUKWILA. BUILDINGS SHALL NOT BE PERMITTED WITHIN 10 FEEET OF THE SPRING LINE OF ANY WATER MAIN. ALL WATER MAINS NOT IN PUBLIC RIGHT -OF -WAY REQUIRE 10 FOOT WIDE EASEMENTS TO THE CITY OF TUKWILA. ALL FITTINGS SHALL BE CAST IRON OR DUCTILE, WITH FLANGED OR MECHANICAL JOINT CONNECTION, AND BE THE SAME THICKNESS CLASS AS THE PIPE USED. LIVE TAPS TO BE COORDINATED WITH THE CITY AT '_EAST 48 HOURS PRIOR TO CONSTRUCTION. ALL PIPE FITTINGS TO BE LISTED AND LABLED U.S. FOR EIRE SERVICE; INSTALLED TESTED AND FLUSHED AS SPECIFIED AS NFPA STANDARDS NO. 13 AND NO. 24. PROPERLY COMPLETED CONTRACTOR'S MATERIAL AND TEST CERTIFICATES ARE TO BE PROVIDED TO WASHINGTON SURVEYING AND RATING BUREAU AND THE CITY OF TUKWILA. SCOPE OF WORK: 1. TELEPHONE: GENERAL CONTRACTOR SHALL PROVIDE TRENCHING, (1) 4" PVC CONDUIT W1TH PULL ROPE AND BACKFILL FROM EXISTING TELEPHONE SENTRY TO AND INCLUDING BUILDING SERVICE ENTRY. IN ADDITION THE CONTRACTOR WILL PROVIDE A 48" x 3/4" PLYWOOD TELEPHONE BOARD MOUNTED IN TACO BELL RESTAURANT OFFICE WITH A #6 GROUNDED TO THE ELECTRICAL PANEL. US WEST SHALL PROVIDE AND PULL TELEPHONE CABLES FROM THE EXISTING SENTRY TO THE TELEPHONE BACKBOARD IN THE TACO BELL RESTAURANT OFFICE AND TERMINATE. 2. POWER: co GENERAL CONTRACTOR SHALL PROVIDE EXCAVATION FOR TRANSFORMER VAULT w'" 36" RADUIS SWEEPS CONDUIT, WIRE, DISCONNECTS, AND INSTALL THE C/T CAN, PUGET POWER TO PROVIDE PRIMARY SERVICE INCLUDING TRANSFORMER & VAULTQJ THE SITE. 3. GAS: WA. NAT. GAS CO. TO PROVIDE TRENCHING, PIPING, AND BACKFILL FROM GAS MAIN TO AND INCLUDING GAS METER. 4. WATER: GENERAL CONTRACTOR TO PROVIDE TRENCHING, PIPING, PIPE BEDDING AND BAC FILL FOR RELOCATION OF EXIST. WATER METER, NEW IRRIGATION DEDUCT METER,.a� PRESSURE REDUCER, METER BOXES, BACKFLOW PREVENTER, AND PROVIDE SERVfL'� Tc TO THE BUILDING AND THE IRRIGATION SYSTEM. REFER TO SHEET L2 FOR IRRI( 1ONN SYSTEM. WORK TO BE COORDINATED WITH CITY OF TUKWILA. rt Cc CITY OF TUKWILA TO PROVIDE AND INSTALL NEW IRRIGATION DEDUCT METER ANO RELOCATE EXISTING DOMESTIC METER. >C 1Z uj 5. SANITARY SEWER: GENERAL CONTRACTOR TO PROVIDE TRENCHING, SEWER PIPE, BEDDING, AND BACKFILL FROM EXISTING SIDE SEWER LATERAL TO BUILDING AND GREASE INTERCEPTOR. r N IRVINE, CALIFORNIA 17901 VON KARMAN w Q m TACOMA, WASHINGTON 222 EAST 26th ST. 4114 W tin/ to THE DESIGN AND DETAILS DISCLOSED HEREIN ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND SHALL NOT BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE PRIOR WRITTEN CONSENT OF THE ARCHITECT. z 4 11. iiarz 1'4 CO 6. STORM SEWER / ROOF DRAINS: GENERAL CONTRACTOR TO PROVIDE ALL COMPONENTS INDICATED ON CONTRACT DOCUMENTS AND AS NECESSARY FOR COMPLETE, FUNCTIONING SYSTEM.'-; 1 ti III11111111111I111'Ill III I1111111111II 1f •1 MALE tN OERMANI 124 06 6z ee Le 9z sz az ' Cz zz tz OZ 6t tit 1111TH)I161111611116111ii {1111Il111liiOiiH INO l H fil 1141 AWlHUtiiki l QI i� VI >rit z1 a O. 6 8 L. 9 s C z t IN V4 CT 11i11�fi1l�11�11�i�1i�1 i1ui,1liii,... 'i1I� �i111111 i�iii1111i1���iilii�III11lllii�ill�liii `i1iliiiii BUILDING TYPE: REVERSE W/ RFaR ARCH JOB NUMBER: TB: 06• 628 BCR: 9261 DATE: JUN 15 APR 93 SHEET NUMBER: n. 1993 TUKV :L.A PUBLIC WORKS • CONSTRUCT PAVEMENT PER E.C.I. REPORT: No. E -5950 DATED: 13 NOV 92 /\\/\\/\ /`/\ A \N/\\// ASPHALT PAVEMENT SCALE: 1Y, Re 1'-0' 4' -0° 2" ASPHALT CONC. SURFACE COURSE 4° CRUSHED AGG. BASE COURSE 16' --D' CONSTRUCT PAVEMENT PER E.S.I. REPORT: Yo. E-5950 DA1tb 13 NOV 02 ASPHALT 'PAVEMENT SCALE: 13 r 3" ASPHALT CSC. SURFACE COUR 6° CRUSHED AGG. OM COURSE 1° RADIUS BOTH SIDES FINISH LADE PAVEMENT DIMENSIONS REFER TO THIS POINT PAVEMENT ELEVATIONS REFER TO THIS POINT PARKING LOT SURFACE AS SPECIFIED NM. ALL CURBING TO BE 2000 PSI 28 DAY PCC. PROVIDE EXPANSION JOINTS 0 20' O.C. CONCRETE CURB SCALE: '1+h' 1' -0° 19• (2) 14 BARS CONTINUOUS TOP & BOTTOM $6'0 BAR 8 x 2° WELDED TO STEEL TUBE 0 16' O.C. 1• -•4° x 1 -14° x 41.' METAL ANGLE DIAGONAL BRACE 8'x8 °x16' CMU WAIL. 'l. PROVIDE 1' 0 - 6' LONG GAL V. PIPE EMBEDDED IN CONCRETE FOR CANEBOLT. --T 14 °0 x 12° CANE BOL.T ONE GATE 5'x5'xY41 STEEL TUBE W/ 5' x 5° x Y4 CAP PLATE EMBEDDED 12° INTO FOOTING STUCCO ON METAL LATH SEE JAMB DETAIL ° 6 10 SM. POST FILLED W/ CONC. FINISH SURFACE /\ 131. CONC. - FOOTING GUARD POST SCALE: Ye = 1 -0" 24° HIGH LETTERS & 4" WIDE STRIPES PAINTED KMITE. 6' x 6' -10/10 Warta CUT 12' CtR OF SENSOR LOOP - CONC. CURB 2'-6' MIN. TO SIDEWALK 8' 6' LONG PRECAST CONC. V411EELSTOP W/ (2) i4 BARS CONT 5 -9" LONG BASE AS SPECIFIED PARKING LOT SURFACE AS SPECIFIED \ /, (2) 94 BARS 'MU WHEEL STOP & PVMT. MIN 18° LEN,. ON CONC. PVMT USE EPDXY BONDING AGENT ®CONCRETE WHEEL STOP SCALE: 14° = 1' -0° ■ PREMOLDED MASTIC STRIP CONTINUOUS 4° THICK CONC. WALK 2000 PSI 28 DAY PCC \\ \ . 4 SAND BASE 6 °x6'- •10 /10WVM FINISH GRADE 111° -SEE GRADING PLAN FOR RELATIVE HPIGHTS OF SIDEWMJ( & F.F. SIDEWALK Sw1LE:: Y:' = 1' -0° PWR CONDUIT FROM MENU BD. FOR ILLUMINATION OF SIGN. 1° CONDUIT FOR COM- MUNICATIONS TC DRIVE THRU BOOTH. 4'4'9 SENSOR CONDUIT TO SENSOR LOOP AS NOTED 4° CONC. CURB EDGE WALK TO BE 2000 PSI 28 DAY PCC PARKING LOT SURFACE AS SPECIFIED -1° RADIUS a. °Q n�yZ 4 SAND i /,• BASE j�� \ \ \% f 9? 0 PLANTER 8 CURB SSW SCALE: 1' 1z 1' -0' ((4) 14°0 ANCHOR BOLTS - FULL THREAD) 77,-- WHITE SYMBOL „ g„ 14° 4 x 8' BARREL-1 BOLT LOCK (ONE GATE) 1' x 18 GA. METAL DECK 18 GA. PANTED METAL GATE (Box RIB OR EXPANDED METAL) JAMB DETAIL SCALE: Yi - 11--0° METAL SCREEN (2) PAIR MCKINNEY T483781LE HINGES EA. GATE L3' x 4° x V4 METAL ANGLE FRAME (4) SIDES EA. GATE a 1 1 PVC SLEEVE THRU CONC. CURB N° PVC CONDUIT TO PROJECT 10' INTO CONC. PAD STUB UP 4' TO w. CONS -a. JOINTS 0 10'• -O' O.C. STUCCO MAY BE OMITTED IF CMU iS SPLIT FACE BLOCK, SLUMP STONE, OR FLUTED BLOCK. SOLID GROUT ALL CELLS -- SEE SPEAKER FOUNDATION DETAIL .--- #5 BARS 0 32° O.C. 8'x8 °x16 °CMU WALL W/ DUR- O-WALL EVERY SECOND COURSE. STUCCO & PAINT TO MATCH BUILDING PROJECT STUCCO -- & STRIKE 12° x 18' FOOTING PAVEMENT SURFACE AS SPECIFIED •-\ PAINT INSIDE TO MATCH BLDG. - EPDXY PAINT 18 GA. CLEANED, PRIMED & PAINTED METAL GATE. (BOX RIB) SEE SIGN BASE FOUNDATION DETAIL S° THK. P.C.C. SLAB W/ 6" x 6'- -10/10 vim ON 6' AGG. BASE \, .' -1 co I I n `1Q i g far Ft> .• c �°. • • .and "b • -d I11 • 1 si., .,1/ i FINISH GRADE BLUE BACKGRO7 It NUM #410 IEN.11 MAD MOH Ng *IC COWIE }76 em at Ix nitanlm M10 SW 1101 OE CAIPOVUOS 41 PMT tii114N THE f Mg COMA' et 11E NAHUM (4) #5 BARS VERT. W/ 13 TIES 0 12' O.C. 1i" CONDUIT FOR POWER TO ELECT. PANEL STUB UP TO J.B. BY G.C. 1' CONDUIT FOR COMMUNICATIONS TO DRIVE 1HRU BOOTH COUNTER STUB UP 4° TO J.B. BY G.C. MENU BOARD & SENSOR LOOP SCALE: 4k' = 1' -0" -- - - - -- - -- SECTION 'E6 - It' NOTE: AIL CONDUITS TO BE MIN. 121 BELOW GRADE OR LOCAL FROST DEPTH AND PROJECT 3' ABOVE FOUNDATION. SPEAKER FOUNDATION DETAIL SCALE: 4 HANDICAP SYMBOL 15 BARS CONT. TOP X\ & BorrOM (1) ANCHOR BOLT SUPPLIED 1%' 10 BY G.C. (2) UGHT POST SUPPUED BY (VP) TACO BELL, INSTALLES BY G.C. #5 BARS VERT. �► 32° SEE FOOTING DETAIL 1' -4' FOOTING DETAIL SCALE: 4'4' >r 1' -0° DEPRESSED CURB (40" U') 6' -0' S' -O' J 6'-O' 5° x 5° x 1/4 STL. TUBE EMBEDDED 12' INTO FOOTING DEPRESSED RAMP SCALE: 414° 1' -0' PAINTED TRAFFIC ARROWS SCALE: V,• Y4° STL BASE It- 14STLLEWL.t Y4' GROUT (3000 PSI MIN) DRIVE TNUR LANE j woo 6° TH1<. PCC PA!) W/ 6" x 6' -10/10 WWM ON 6' AGG. BASE & 12° WIDE ETG. AROUND PERIMETER OF SLAB. „ c" 4" 6' fQ (DIRECTIONAL SIGNS) (MENU BOARD) „c,, „ SECTION - METAL GATE BLOCK TRASH ENCLOSURE SCALE: 4'4• = 1' -041 LANDSCAPE 1° COMMUNICATIONS CONDUIT TO MEMJ BOARD 6'0 GUARD POST JENTER LINE OF DRIVE THRU WINDOW 14'E PWR CONDUIT TO SPEAKER PEDESTAL A. 771 RESERVED PARKING VELD ;ia° STL,. PLATE TO TOP OF 2' x 2' T.S. AS WEATHER CLOSURE. GRIND WELDS SMOOTH, FILL AL REQ'D FOR FLUSH FINISH. 2° x 18° SIGN WITH INTERNATIONAL SYMBOL OF ACCESS 3' - 0' TO 5 °..0' ABOVE. GRADE. (4) 110 FULL-THREAD ANCHOR BOLTS DIRECTIONAL SIGNS) leo PWR CONDUIT FOR DIR. SIGNS & MENU BOARD. ALUMINUM FLASH COLLAR HARDWOOD `4) 3/41$ FULL- THREAD ANCHOR BOLTS (MENU DOARD) 2' PVC VENT - RUN VENT BACK TO BLDG. EXTERIOR WALL EXTEND VENT UP INSIDE WALL., THRU ATTIC SPACE, OUT BEHIND MANSARD. TERMINATE VENT 12° ABOVE MANSARD ROOF"UHE. - CD N r- GRADE 0 MENU BOARD GRADE 0 DIRECTIONAL SIGNS 3000 PSI CONCRETE (4) EU1NGATED "OVAL' SQ, STEEL TUBING 44" SEEL BASE PLATE k LEVFIJNG PLATE x 3' HOLE IN BASE AND LEV'EUNG PLATE FOR CONDUIT ACCESS. PLATE (4) WI ANCHOR BOLTS 30' LONG PROVIDED BY C.C. REVISIONS: EXPOSED PORTION OF CONC. FOOTING TO BE FORMED W./ RIGID FIBER FORM (SONOTUBE). - TOP OF PAVEMENT ALUMINUM PLATE 24' HEAVY DUTY CAST IRON FRAME & COVER W/ •GASiIGfiT' GASKET -• STANDARD DRY SAND, TIGHTLY TAMED AFTER --\ POLE AUGN. CITY OF TUKWILA APPROVED FOUNDATION STEM RISERS AS --- r."1": REO'D n AI lam 4? A� r P • L 4° INL E.T & OUTLET PIPE & FITTING STANDARD HOT DIPPED GALVANIZED SR A. • (4) #5 BARS VERT. W/ /3 TIES 0121 O.C. EXTERIOR WALL OF BLDG. 2 "x2' TS. SIGN POST. SET IN 12'0 CONC. FOOTING 11! INVERT INLET TUBE TO BE HOT DIP GALVANIZED, CLEAN, ACID ETCH, PRIME AND PAINT 111 i BLACK ASPHALTUM PAINT ON SURFACE Of POLE ELOW GRADE 414° HEAVY WALL coNourr EXTEND TO BUILDING ELECT. BUILDING TWE: GROUT SOLID AROUND PIPE (TYP) t° STEEL UMW /MG WEDGE M-70-1i0 REVERSE W! KM ARCH G' CONC. CMJRO - OS31014 1112:1 1 ALL. CONDUITS Ti) BE MIN. 12° BELOW GRADE OR LOCAL FROST DEPTH ADD PROJECT 3° ABOVE FOUNDATION. 8'0 14'0 810 14'0 (DIRECTIONAL SIGNS) (MENU BOARD) (DIRECTIONAL SIGNS) (MENU BOARD) %I° x12 °SQ. STEEL BASE t LOCATE 0 ALTERNATE LOCATIONS FROM A.B. JOB NUMBER: TB: 4261 8011: O5 -428 ceferwrcfm ''0 x 18' SEEE1. (MIND SPIKE CURB DTL. @ DST WINDOW SCALE: 448' ILO" A„ HANDICAP PARKING SIGN SCALE 11W" = MPH -#�' EXTERIOR GREASE TRAP SCALE: ' d 1' -0° A E r YA' II III;III�III�III�I►f� ►I 0 16THS INCH 2 ✓ y r IIIiL�II►II�II�III1ta14�1iE,11 (.. 1J1 II 11 i1I : I. , 111111 IlJ I 1I,I(I 4 5 • If 14I4.1ji' SECTION Ta - V • SIGN BASE FOUNDATION SCALE: V, = FLAG POLE BASE SCALE: 1k' " 1'4 Qc 6is BC 4Z 9Z IIIiIIIllltll( 1111Tkl1ll( 1IJI (11!I1iiIII���Ii!Ir�l�)�llll 1 • Z7 L ii 9 5 h IIIIII 9I{ dillilil( IIIIIIIIiIII {III(!!( !IIIII! lllllllio n £ Z t ww 0 ate. •(/ LIGHT STANDARD DETAIL SCALE fat It-0° RECEIVED CITY OF TUKWILA grsol. MAY 7 t993 A/41, v eia 4'141 PERMIT CENTER - -0 SHEE1 NUMBER: R: 30' R!W 6' -6' SIRE WALK 4' CEMENT CONCRETE SIOLWAL.K • 22,_0' TYPE 'A' CURB AND GUTTER EXIST. EDGE OF PAVEMENT SAWCUT UNE 2.O% COMPACTED BASE 2.5' ASPHALT CONC. - PAVEMENT CLASS '8' 1Y4' COMPACTED CRUSHED SURFACE TOP COURSE 214 COMPACTED DEPTH CRUSHED SURFACE BASE COURSE CURB SECTION DETAIL: NTS 3° COMPACTED ASPHALT - CLASS 8 EXISTING UNDISTURBED MATERIAL PROVIDE NEAT, STRAIGHT UNE WHERE MATCHING DOSING PAVEMENT �,-- -- EDGES TO BE TACKED AND SEALED MINIMUM 1° COMPACTED CRUSHED SURFACING N" MINUS) \- B BALLAST (21i" MINUS) x;1;=11: �11-'11.�1 -1 . =l. l IL=IL IL II=� I IT�I II -11 T 11' ii it.•- il�i=r -Tfl= - '`n_ =u0 it SUITABLE SACKFUL TO BE PLACED IN MAXIMUM if 12' LIFTS AND COMPACTED TO AT LEAST 95% OF MAXIMUM DDISITY BEDDING MATERIAL. TO BE COIAPACTID TO AT LEAST 90% OF MAXIMUM DENSITY TYPICAL FLEXIBLE PAVEMENT RESTORATION ITS NOTES: 1. USE MIN. S4' DIA. CATCH oral TYPE IL 2. OUTLET CAPACITY: DEVELOPED DESIGN FLOW 3. METAL PARTS: CORROSION RESISTANT. GALVANIZED PIPE PARTS TO HAVE ASPHALT TREATleENT 1. 4. FRAME Ap LADDER OR STEMS CCFSET SO: A. MAHOUT GATE IS VISIBLE FROA TOP B. CUM -DOWN SPACE IS CLEAR Of RISER ANO CLANOUT GAZE. C. FRAME CLEAR OF CURB, 5. IF METAL OUTLET PIPE CONNECTS TO CEMENT CONCRETE PIPE: OUTLET PIPE TO HAVE SMOOTH O.D. EQUAL TO CONCRETE PV?E I.D. LESS It 6. PROVIDE AT LEAST ONE 3' X .090 GAGE SUPPORT BRACKET ANCHORED TO COI4C iE1E WALL (MAX. 3'--0" VERTICAL SPACING). 7. LOCATE ELBOW RESTRICTION(S) AS NECESSARY TO PR0l'DE MIN. CLEARANCE AS SHOWN. REMOVABLE WATERTIGHT COUPLING PLATE VIEWED TO ELBOW WITH ORIFICE AS SPEOFIED 5t,s901_,V-HEITAJM I $OMETRJ NTS 1 4' x Y9' Di*NOHD PATTi N MTHOUT rb & 6' TIP. 5' -0' / MAX TO Vi MIN. IMF' \ ta' nnuCKEMEO EDGE 6' THICK MIER . •" THICK CEMENT CONCRETE SIDEWALX. NOTES: I. RAMP AND APPROACHES SHALL BE CLEAR OF OBSTACLES INCLUDING HYDRANTS,POLES AND INLETS. 2. RAMP CENTER LINE SHALL BE PERPENDICULAR TO OR RADIAL TO CURB f, TRNS UNLESS OTHERWISE SPECIFIED BY THE ENGINEER AT A 12 ' I MAXIMUM SLOPE. 3. FULL DEPTH EXPANSION JOINTS ARE REOUIRED ON EACH SIDE OF RAMP AND SHALL BE PLACED AT 15 FOOT SPACING IN GENERAL SIDEWALK PORTION. 4. CURB RAMPS SHALL BE PLACED TWO RADIUS ON ARTERIAL STREETS OR AS DIRECTED BY THE ENGINEER. 5. ON RESIDENTIAL STREETS ANDIOR WHEN UTILITIES ARE IN CONFLICT OR STREET GRADE EXCEEDS 4.0 %, CURB RAMPS MAY BE CONSTRUCTED ONE PER RADIUS AT MIDPOINT OF CURB RETURN OR AT MAIN PEDESTRIAN PATH. CURB RAMP DETAIL N.T.8. o•oo FRAME GRATE k ROUND SCUD COVER MARKED °DRAIN" MTH LOCKING BOLTS OVERFLOW EPTH ---- _r.,� ELEV 27.20 4' MIN. -N- I* I- 16° MAX. PIPE SUPPORTS SEE NOTE 5 UTAX. DESIGN W. =24.Si5 OUTLET PIPE SEE NOTES 1 a 4 INVERT k ELEV. I.E. =22.20 1,5 RESTRICTOR PLATE WITH ORIFICE DIA. 13/8'@ - EXISTING GRADE @ OF ROAD 0.5% It II NIA • Tie WSW Id) c TAILS MUSED 14ETIEIN AK 11E MUM PPX11304TY a 114E ANCISECT NiO SHALL NOT BE H PRO ltC00 1d i oti (lit d PART %NWT THE MOH MINH CONSENT Of 11E MI NOT. ti ! X E-) -I !N(, t- 0 !\' f . WAY PROPOSED FLOWLINE @ NORTH CURB LINE r 124 L.F. l2' CONC. @ 0.89% EXISTING C.B. TO REMAIN RIM = 2425 I.E. = 22.25 STRANDER BOULEVARD PROFILE SCALE: 7" • W' NORZ.11' • 5' VERT. STD. GAI.V, HANDHOLDS STEPS OR LADDER SEE KCRS 39 ELBOW RESTRaTOR SEE DETAIL 2.0 EL. =24.10 INLET PIPE(S) 12' --- I.E,•22.20 SHEAR GATE !:11111 CONTROL ROO FOR M / AHOUT RAIN - (ROO BENT AS REQ.O FG'R VERTICAL AUG1. WITH COVER) CONTROL STRUCTURE NTS TINT /111111!111 111111111111111111111111111111 0 16 THS INCH 1 2 fM0♦"! 3 PLAN VIE P1111111 Ir �L 111,x`.' (�l,tIIII1i 4 5 6 7 NEW C.B. #9 RIM = 23.56 I.E. = 2L :5 EL. = 24.0 _1.0% 22 L.F. I2' 1 CONC. @ 0.509 25' EXISTING C.B. RIM = 23.25 (ADJUSTED RIM TO NEW GRADE 23.8) !.E. = 21.04 (M.W.) AU. METAL PARTS CORROSION RESISTANT. STEEL PARTS GALVANIZED AND ASPHALT COATED (TREATMENT I OR SETO). EXPANSION/- JOINT SECTION A -A PLANTING STRIP TOP CC (-VIM AT DRNEWAYs Gi 2 -0 NOTES: 1. CONCRETE SHALL BE A 5 SACK MIX WITH 5% AIR ENTRAINMENT. 2. INSPECTION REQUIRED BEFORE PLACING CONCRETE. AT LEAST 24 HOUR NOTICE MUST GE GIVEN TO TUKWILA PUCTirjURKS. 3. ALL DRIVEWAY - APRONS SHALL BE A MIN. 6" THICK. 4. WHERE DRIVEWAY WIDTHS EXCEED 15', A 3/8" MINIMUM EXPANSION JOINT SHALL BE PLACED LONGITUDINALLY ALONG THE CENTERLINE. 5. ALL WORK SHALL BE PERFORMED I11 ACCORDANCE WITH APWA /WSDOT PLANS AND SPECIFICATIONS OR AS DIRECTED BY THE CITY OF TUKWILA. PLAN VIEW: 140 SCE CONTROL. STRUCTURE ,...1QO' OW ACCESS RISERS SEE FIGURE 7.4.5 TYPE 2 C'9 REQ "O FOR FLOW THROUGH SYSTEM ONLY 2° MIN. DIA. AIR VENT CONTROL STRUCTURE (FROP - T VOW) MIN. 54' DIA, TYPE 2 CB r j- 1,✓ NOTE: �:f the microfilmed document is less clear than. this • notice, it is due to the quality of the original document. oe 6z ee LZ 9Z 5Z +iZ ' eZ ZZ LZ OZ s 1111111111 IIIIIIIII Ill1 611111II1111111111111111 .1iL11111111 u11.111.u�11111,11 ile :J1,!l1lsiII 1 8l Li 91 St ht et Zt LTG 1llili�,(I!' l�ililll�lll(#(li I I I( (I II�J�Illl�illllllJ.III C, DEAD STORAGE LEA- DETENTION TANK H 1� N A -A NO ttAtE FLOW BACK UP SYSTEM AND CONTROL STRICTURES 143 - CITY OF TUKWILA APPROVED 'JUL Ii 1993 AS NOTED rc c) CO BLIII DING DIVISION �1 Cr 0 CC • TYPE 2 GB REVD FOR FLOW THROUGH SYSTEM ONLY 4 i BUILDING TYPE: kit-70410 REVERSE w/ REAR ARCH JOB NUMBER: TB: 06- -628 OCR: 9261 15 APR 93 J.77.1,1d JUN : t.)LiLAC WORKS 80T21' 206AS ..e , E) s Ors ••• • • • ....".••••••"'• • • • •••• 0 • 1 •••■..,■-•,-. • • • • I • • • V, • • # AZILIIMICVM.• A • t_. AaltlOO'03' u 00' T 9012 1.. - 44.1 t'. r.. ---- ei .,. 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( notice, it is due to the quality of the original document. :Ai. • ,k)`: • 0E; 6 eie LZ gZ GZ i7Z ' CZ ZZ C) et et Lt 9t gt tL CL Zt it ciL, 6 8 IgS sy C Z V4V4 IIIIIIIP1111111111111111h1111111!1111,11110111 11 11140111 ,bilifilittlejliTIHMIT111.1111111111111illigjiliql 11,11ffillIIIIII11,11/.11!1111111111111,1111111111111111111111111111 •'• • • • . • • • , ■ , • , • • • • F-L/ F.-% 14 T Ca, is fc* P5-1 1,..t.) C. 0. E-7...ATE:. MY OF TUKWILA APPROVED `JUL 1993 A 91.1)1. D N LEGEND PROP. STORM DRAIN O.B. PROP. STORM DRAIN M.H. PROP. FIRE 1-110. PROP. WATER METER PROP. TELEPHONE RISER PROP. W.V. IN BOX PROP. POWER TRANS. PROP. GUARD POST ION EXST. STROM DRAIN C.B. EXST. WATER VALVE EXST. SIGN/M. BOX EXST. WATER METER •DST. GAS VALVE EXST. UTILITY POLE EXST. STREET RECEIVED MAY 2 4 1991 TUKWILA PUBLIC WORKS UGHT RECEIVED CITY OF TUKWILA MAY 2 4 1993 PERMIT CENTER DATE: 2 I MAY 61?A PLANTING SPECIFICATIONS 1. SCOPE OF wOHK IRRIGATION SPECIFICATIONS A. THIS WORK FHALL CONSIST OF PERFORMING, CLEARING AND GRUBBING, SOIL PREPARATION, FINISH TRADING, PLANTING AND DRAINAGE, INCLUDING ALL LABOR, MATERIALS, TOOLS, EQUIPMENT, AND AND OTHER APPURTENCES NECESSARY FOR THE COMPLETION OF THIS PROJECT. MAT:RIALS A. GENERAL - AU. MATERIALS SHALL BE NEST OF ITS KIND /;NAPA,. °, DO NOT BEGIN SOIL PREPARATION AND PLANTING UNTIL IRPJGATION WORK AROUND PLANTING AREAS IS COMPLETE AND APPROVED. B. PLANTS - AU. PLANTS SHALL BE HEALTHY, OF NORMAL GROWTH WELL ROOTED, FREE FROM DISEASE AND INSECTS, QUALITY AND SIZE OF PLANT MATERIAL SHALL CONFORM TO THE STATE OF WASHINGTON GRADING CODE OF NURSERY STOCK AND BE OF NUMBER ONE GRADE. 1. SQOCEQf RORK A. THE WORK INCLUDED IN THE SPECIFICATIONS SHALL CONSIST OF THE FURNISHING OF ALL LABOR. TOOLS. MATERIALS. AT'. ,1ANCES, TESTS, PERMffS, ETC.. NECESSARY FOR THE INSTALLATION OF A LANDSCAPE SPRINKLER SYSTEM. AS SHOWN ON DRAWINGS. 13 R IS THE INTENT OF THESE SPFCIFICAT IONS'10 ACCOMPLISH THE WORK OF INSTALLING A SPRINKLER SYSTEM COMPLETE AND OPERABLE IN AN EFFICIENT AND SATISFACTORY MANNER ACCORDING TO THE WORKMANLIKE STANDARDS ESTABLISHED FOR SPRINKLER OPERATION FOR FULL COVERAGE. 2. MATERIALS AS PER IRRIGATION LEGEND SHOWN ON DRAWINGS. 3. YELVE)Ai1ON A. BEFORE PROCEEDING WITH ANY WORK, THE CONTRACTOR SHALL CAREFULLY CHECK AND VERIFY ALL QIMENSKk1S AND SHALL REPORT ANY VARIATIONS TO THE OWNERS AUTHORIZED REPRESENT .±IVE. B. THE CONTRACTOR SHALL VERIFY AND DE FAMILIAR WITH THE LOCATION, SIZE, PRESSL RE. AND THE SOUR .E OF V /ATER SUPPLY TO THE SPRINKLER SYSTEM AS SHOWN ON PLANS. A. USE AGRIFORM BRAND PLANTING TABL ETS 20.10 -5 FOR ALL TREES, SHRUBS AND GROUND COVERS. APPLY AS PER MANUFACTURER'S RATES. 'a-- TO WATER METER TO VALVES C3JKX CGVPLNCa VA1.Ys ..rte,. 1CU.FT. GRAVEL C. THE CC YTRAC:OR. FINDING ANY DISCREPANCIES ON THE DRAWINGS DURING BIDDING AND 1 OR PRIOR TO PRE ;EEDING WITH ANY WORK, SHALL NOTIFY THE OWNERS AUTHORIZED REPRESENT ATNE OF SUCH DISCREPANCIES. OTHERWISE, THE CONTRACTOR MUST ASSUME FULL RESPONSIBILITY FOR ANY AND AL I NECESSARY REVISIONS. 4. GENERAL WORK PROCEDURES A. LANDSCAPE WORK SHALL BE ACCORDING TO THE WORKMANLIKE STANDARDS ESTABLISHED FOR LANDSCAPE CONSTRUCTION AND PLANTING. 5. WEEDING A. BEFORE AND DURING PRELIMINARY GRADING AND FINISH GRADING, ALL WEEDS AND GRASSES SHALL BE DUG OUT BY THE ROOTS AND OISPOSED OF AT THE CONTRACTOR'S EXPENSE. 6. SOIL CONDITIONS A. CULTIVATE ALL AREAS TO BE PLANTED TO DEPTH OF 6 ". ALL DEBRIS EXPOSED FROM EXCAVATION AND CULTIVATION SHALL BE DISPOSED OF AT THE CONTRACTOR'S EXPENSE. 7. PLANTING POSITION TREES AND SHRUBS AT THEIR INTENDED LOCATIONS AS PER THE PLANS AND SECURE THE APPROVAL OF THE ...,NDSCAPE ARCHITECT BEFORE EXCAVATING PITS, MAKING NECESSARY ADJUSTMENTS AS DIRECTED. A. PLANTING SHALL BE DUG WITH LEVEL BOTTOMS, WITH WIDTH TWICE THE r IAMETER OF ROOT BALL AND 6" DEEPER THAN THE LENGTH OF ROOT BALL. EACH PLANT PIT SHALL BE BACKFILLED WITH TOPSOIL AS MANUFACTURED BY N.W. CASCADE OR APPROVED EQUIVALENT 50% "NUTRA MULCH" AND 50% S"NDY LOAM SOILS. B. PREPARED SOIL SHALL BE TAPPED FIRMLY AT BOTTOM OF 1 . ' FILL. PREPARED SOIL AROUND BALL OF '.ANT 1/2 WAY, AN') INSERT PLANT TABLET COMPLETE BACK - FILLING AND WAT R THOROUGHLY. C. ALL PLANTS SHALL: BE SET SO THAT, WHEN SETTLED, THEY BEAR THE SAME RELATION TO THE REQUIRED GRADE AS THEY BORE TO THE NATURAL GRADE BEFORE BEING TRANSr- :J N'ED. D. IMMEDIATLLY AFTER PLANTING, STAKE ALL TREES TO PREVENT DAMAGE FROM WIND. FASTEN TREES TO UPPER END OF STAKE IN AT LEAST TWO PLACES USING HOSE TYPE TIES. E. PREPARE RAISED EARTH BASIN AS WIDE AS PLANTING HOLE OF c . ,H PLANT. D. AU. LGC d.. MUNICIPAL, AND STATE LAWS. RULES AND REGULATIONS GOVERNING OR RELATING TO ANY PORTION OF THIS WORK ARE HEREBY INCORPORATED INT . AND MADE A PART OF THESE Sr ECIFICATIONS AND THEIR PROVISIONS SHALL BE CARRIED OUT B`.' THE SPRINKLER CONTRACTOR. E. ALL WORK CALLED FOR ON THE DRAWINGS 13Y NOTES SHALL BE FU.INISHED ANDINSTALIEC WHETHER OR NOT SPECIFICALLY MENTIONED IN THE SPECIFICATIONS AND f OR DETAILS. A. THE CONTRACTOR SHALL EXAMINE CARED ULLYTHE SITE OF WORK CONTEMPLATED AND THE PROPOSAL PLANS. SPECIFICATIONS AND ALL OTHER CONTRACT DOCUMENTS. IT WILL OE ASSUMED THAT THE CONTRACTOR HAS INVESTIGATED AND IS SATISFIED AS TO THE CONDITIONS TO BE ENCOUNTERED, PERFORMED, MATERIALS TO BE FURNISHED, AND AS TO THE REQUIREMENTS OF THE SPECIFICATIONS. ALL WORK ON SEPIAS SHALL BE IN INK. INSTALL WITH ADEQUATE CLEARANCE AND EASY ACCESSIBILITY FOR TESTING AND MAINTENCE. PROTECT FROM FREEZING. I'x6' GAIN. NIPPLE • FEBCO 805Y DOUBLE CHECK BACKFLOW PREVENTOR QUICK-COUPLING VALVE 6. RE BD JBAWiNQS A. THE CONTRACTOR SHALL FURNISH. TO THE OWNER, A COMPLETE ;AS- BUILT- DRAWING o SEPIA AND TWO PRINTS SHOWING EXACT LOCATIONS OF ALL ITEMS INSTALLED. THESE ARE 'T ) BE DELIVERED ON OR BEFORE FINAL. INSPECTION. E. IBENCHING A. TRENCHES FOR PLASTIC PIPE SHALL PROVIDE A MINIMUM EARTH COVER OF 18' ABOVE. THE' P OF THE PIPE FOR ALL MAINLINE AND 12` MINIMUM OVER AL .'LATERAL LINES'. eIESQUREJEaTlNG A. ALL MAIN LINES IN THE SYSTEM SHALL BE CAPPED AND PRFSSURE TCSTZD AT 125 PSI FOR A PERIOD OF TWO HOURS. ANY LEAKS FOUND SIIALL DC CORRECTED BY REMOVING THE LEAKING PIPE OR FITTINGS AND INSTALLING NEW MATERIAL. IN ITS P1 ACE. B. THE CONTRACTOR SHALL NOT ALLOW NOR CAUSE ANY OF HIS WORK TO BE COVERED OR ENCLOSED UNTIL R HAS BEEN INSPECTED. TESTED, ANO APPROVED BY THE OWNERS REPRESENTATIVE. B. CS 1 E190E1ES1 A. WHEN THE SPRINKLER SYSTEM IS COMPLETED, THE CONTRACTOR, IN THE PRESENCE OF THE OWNER'S AUTHORIZED REPRESENTATIVE. SHALL PERFORM A TEST COVERAGE OF WATER AFFORDED THE LAWN AND PLANTING AREAS, COMPLETE AND ADEQUATE. THE CONTRACTOR SHALL FURNISH ALL MATERIAL AND PERFORM ALL WORK REQUIRED TO CORRECT ANY INADEQUACIES OF COVERAGE AT HIS OWN COST. 10. CONTROLLER F. WATER'MMEDIATELY AFTER PLANTING. WATER SHALL BE APPLIED TJ EACH TREE AND SHRUB IN SUCH MANNER AS NOT TO DISTURB BACKFILL ANT) T THE EXTENT THAT AU. MATERIALS IN THE PLANTING HOLE ARE Th. 3OUGHLY SATURATED. NOTE: CONTRACTOR TO PROVIDE .4 12 "x11" PIECE OF SOD AROUND EACH ROTOR HEAD 2' CL -160 PVC SLEEVE (LE4c: 11-4 AS RE UIf A) THE DEVON AND DETAILS DISCLOSED HEREIN ARE THE EXCLUSUVE PROPERTY OF THE ARCHITECT AND SHALL NOT BE REPRODUCED Nt WHOLE OR IN PART WITHOUT THE PRIOR WRITTEN CONSENT OF THE ARCHITECT. AUTOMATIC DRAIN A. CONTROLLER LOCATIONS SNAIL DE AS NER D ON DRAWINGS OR AS LOGATED BY OWNER'S AUTHORIZED REPRESENTATIVE, B. 120 VOLT SERVICE AND HOOK -UP TO CC VTROLLER SHALL L DY CONTRACTOR. IT IS THE RESRO..SIBILITY OF Cc TRACTC • OTIFY THE PROJECT SUPERINTENDENT 4. TEN TH COMTRO(LEP 19 F1EARY FOF. 11. LUW-VOLTAGE.CONTBQ;.Y' IBE A. ALL COMMON GROUND WIRE SHALL DE WHITE. B. DIFFERENT COLOR WIRES 'TALL DE USED ON POSITIVE WIRE FOR EACH VALVE. C. FOR WIRE SIZE, REFER "O T' E MANUFACTURER'S CHART. G. BEFORE GROUND COVER PLANTING, REMOVE EARTH BERN TO FINISH GRADE AND DISPOSE OF EXCESS SOIL. 13. GROUNDCOVER A. ALL GROUND COVER AREAS SHALL RECEIVE 4" LAYER OF SPECIFIED TOPSOIL. B. SPACING AND %. RIETY OF GROUND COVER SHALL BE AS SHOWN ON DRAWINGS. C. IMMEDIATELY APTEEP PLANTING GROUND COVER, CONTRACTOR SHALL THOROUGHLY WATER GROUND COVER. 9. FINISH GRADING A. ALL AREAS WILL BE RECEIVED BY THE CONTRACTOR AT SUBSTANTIALLY PLUS/MINUS .25 FEET OF FINISH GRADE. 8. ALL LAWN A 'D PLANTING AREAS SHALL BE GRADED TO A SMOOTH, EVEN, AND UNIFORM PLANE WITH NO ABRUPT CHANGE OF SURFACE. SOIL AREAS ADJACENT TO THE BUILDING SHALL. SLOPE AWAY FROM THE BUILDINGS. 10. GUARANTEE A. CONTRACTOR SHALL GUARANTEE ALL PLANTS FOR A PERIOD OF ONE (1) YEAR. 11. CLEAN -UP A. UPON THE COMPLETION OF ALL PLANTING WORK AND BEFORE FINAL ACCEPTANCE, THE CONTRACTOR S.MAU. REMOVE ALL MATERIAL, EQUIPMENT AND DEBRIS RESULTING FROM HIS WORK. ALL PAVED AREAS SHALL BE BROO . CLEANED AND THE SITE LEFT IN A NEAT AND ACCEPTABLE CONDITION AS APPROVED BY THE OWNER'S AUTHORIZED REPRESENTATIVE. 12. MAINTENCE 1 "x8" GALA! NIPPLE - ROTARY I -WEADS ( PVC NIPPLE - for-or S( ;2.x' SCHEDULE 40 PVC SO' ELL 1 "x8" SCHEDULE £0 PYC.NIP;°LE D. NO WIRES ARF TO BE SPLICED BETWEEN VALVE ANC CONTROLLER EXCEPT AT VALVE LOCATION. E. ALL VALVE IlDDI? -UPS SHALL DE WITH RAINDIRD PEN -TITE WIRE CONNECTOPS OR EQUAL. MANUAL DRAIN POP-UP SPRAY HEAD & ROTARY SPRINKLER HEAD AUTOMATIC VALVE 12, S!IEYERIE_ICATJON A. THE CONTRACTOR SHALL YEAR' TIIE CORRECTNESS OF ALL FINISH GRADES WITHIN THE WORK AREA IN ORDER TO ENSURE THE PROPER SOIL COVERAGE (AS SPECIFIED) OF TILE SPRINKLER SYSTEM PIPE. 1S. ROTE A. CONTRACTOR SHALL KEEP THE PREMISES CLEAN AND FREE OF EXCESS EQUIPMENT, MATERIAL, AND RUBBISH INCIDENTAL TO WORK OF THIS SECTION. 14. GVARAFNTEE A. THE ENTIRE SPRINKLER SYSTEI.1 SHALL DE GUARANTEED BY TI'S CONTRACTOR AS TO MATF.IBALS AND WORKMANSHIP, INCLUDING SI:Tf.U'IG OF BACKFILLED AREAS BELOW GRADE, 11011 A, PERIOD OF ONE (I) YEAR FOLLOWING THE DATE OF FINAL ACCEPTANCE OF THE WORK. 15. CLE4NUe , A. (IRON THE COMPLETION OF ALL PLANTING WORK. AND '.:FORE FINAL ACCEPTANCE. THE CONTRACT ^1 SHALL REMOVE ALL MATERIAL, EQUIP1AE • ", AND DEBRIS RF.SULTING FROM HIS WORK. ALL PAVED AREAS SHALL BE BROOM CLEANED A ') THE SITE LEFT IN A NEAT AND ACCEPTABLE CONDITION AS APPRC JED BY THE OWNERS 4UTIiO11IZED REPRESENTATIVE. 16. QBAI VIALRES CONTRACTOR SHALL INSTALL MANUAL. AL'TOMA511IC DRAM VALVES AS REQUIRED. FOR TOTAL SPRINKLER SYSTEM JRAINAGE. A. CONTRACTOR SHALL MAINTAIN FOR 90 CALENDAR DAYS AFTER . INAL ACCEPTANCE. SHRUB PLANTING EE B. MAINTAIN TREE, SHRUBS AND OTHER PLANTS BY PRUNING, CULTIVATING AND WEEDING AS REQUIRED FOR HEALTHY GROWTH. RESTORE PLANTING SAUCERS, TIGHTEN AND REPAIR STAKE AND GUY SUPPORTS AND RESET TREES AND SHRUBS TO PROPER GRADES OR VERTICAL POSITIONS AS REQUIRED. RESTORE OR REPLACE DAMAGED WRAPPINGS SPRAY AS P :QUIPED TO KEEP TREES AND SHRUBS FREE OF INSECTS AND DISEASE. MAINTAIN LAWNS BY WATERING, FERTILIZING, WEEDING, MOWING, TRIMMING, AND OTHER OPERATIONS SUCH AS POLLING, REGRADING AND AND REPLANTING AS REQUIRED TO ESTABLISH A SMOOTH, ACCEPTABLE LAWN, FREE OF ERODED OI3 BARE AREAS. 13. MAINTENANCE (ALTERNATE BID) COST PER MONTH AFTER INITIAL 90 - DAY MAINTENANCE PERIOD. r" IKIKA-1 LOW . CITY Of TUKWILA APPROVED !JUL RECEIVED MAY 2 41993 DRAWN BY: CHECKER DIY: BUILDING TYPE: JOB NUMBER: TB: C&•62 8CA: 9261 DATE' 15 APR 93 r ' TREE STAKING BOX TREE &. GUYING PERMIT CENTER sr. 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LAP JNT. 4' PRESSURE TREATED Sill PLATE (TYP) 2x SILL IL TOP OF FOUNDATION -. - PROVIDE ABERGLASS SILL GASKET UNDER SILL It. (TYP) ----- 3" x 3" x Ih" THICK WASHER PLATE W/ DOUBLE NUTS. I 1/ Imo, 1 D 31-6' 2'-3" RIGID FOUNDATION INSUL 2.' THICK, R -10 MIN. 1° = 1'--0' RIGID FOUNDATION INSUL 2' THICK, R -10 MIN. FOOTING DETAIL HOLDDOWN DETAIL 8 FOOTING DETAIL EXTERIOR FACE OF FOUNDATION gni ut ul (1) f5 BAR CONT. TOP & BOTTOM 8"x16 "x1Y4 " BASE ' 1/2" PLYWOOD m Ail 10 °x4 "x;48" T,S. COLUMN MIN OF 4" SAND OR PEAGRAVEL 3' -6" SO. PAD VERIFY DIM WITH OWNER SEE PLAN FOR SIZE FOOTING DETAIL BASE PLATE FOOTING DETAIL SIMPSON 'MST37" STRAP (BEND 901 NAIL FULLY TO 6 x 8 AND GLUE -LAM BEAN GENERAL NOTES° 1. CONTRACTOR SHALL TREAT SOIL UNDER SLAB WITH PROPER TERMITE PROTECTION. SEE SPECIFICATIONS SECTION 02281. 6x8BEAM-1 SIMPSON 'EECo" - T.S.10x4x%4" 9" x16"x11 "BASE w/ (4) WO A.B. WELDED TO UNDERSIDE. GLUE -LAM BEAD SIMPSON "at' 514" x 6" \-3 °x61 "x14' N.T.S. 2. x 6 S11JD FRAMING 7A" STUCCO OVER Pt" PLYWOOD ALTERNATE FOOTING 26 GA. GALV. METAL >✓- ---fT.AS WNG. LAP JNT. 4'. PAINT TO MATCH BLDG. EXTERIOR FACE OF FOUNDATION 2. ALL TIMBER (WOOD) IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED. 4" CONC. SLAB W/ 6" x 6' #10/10 W.W.M. ON .006' V1SQUEEN OVER A MIN. OF 4" COMPACTED GRANULAR FILL PER SOILS REPORT. SET W.W.M. 11/2" FROM TOP OF SLAB (MIN. CLEARANCE TYPICAL). 3' -6" SQ. PAD --I 3. SEE SITE PLAN FOR LOCATION OF WALKS, CURBS, HANDICAPPED RAMPS AND ALL OTHER MISCELLANEOUS SITE YOK. 4. FOOTINGS SHALL BEAR ON UNDISTURBED SOIL OF MINIMUM 1500 P.S.F. BEARING CAPACITY. 1-- -3' -6" SO. PAD CTR'D UNDER POST p (TYP 0 4 LO TIONS) SEE DETAI 5. FOOTINGS ARE SHOWN AS BEARING 2' -0" BELOW GRADE VERIFY SOILS STRENGTH, FROST PROTECTION AND OTHER LOCAL CODE REQUIREMENTS PRIOR TO POURING CONCRETE. 6. COMPACTION TEST REQUIRED BY SOILS REPORT & TACO BELL REQUIREMENTS SHALL BE THE RESPONSIBILITY OF THE GENERAL . CONTRACTOR. SUPPLY BUILDING DEPARTMENT WITH TEST RESULTS. 7. WOOD POSTS SHALL BEAR ON 2" x SILL PLATE & BE CONNECTED WITH SIMPSON "CB' OR "HD-5" POST ANCHORS. (SEE PLAN) 8. REINFORCING STEEL TO BE INTERMEDIATE GRADE DEFORMED BARS PER ASTM A615 (GRADE 60) 20,000 P.S.I. 9. CONCRETE IS DESIGNED FOR f'c = 2500 P.S.I. MINIMUM BARS PER COMPRESSIVE STRENGTH. POURED CONCRETE SHALL BE EQUAL i0 fc = 3000 P•S.I. MINIMUM COMPRESSIVE STRENGTH. (NO SPECIAL INSPECTION REQUIRED.) 10. SPECIAL INSPECTION IS REQUIRED FOR TUBE STEEL COLUMN ANCHOR BOLTS AND Alt FIELD WELDING. 11. ALL WELDING IS TO BE PERFORMED BY WABO CERTIFIED WELDERS. DESIGN CRITERIA NOTE: SOLID CONC. PIER UNDER ARCHES, FULL - DEPTH OF FOOTING (T(PICAL) 3' -0" SQ. PAD -� V 6x6POSTW/ �-- SIMPSON "CB" (TYP 0 8 LOCATIONS) 3' -0" 50. PAD rman IIMfl A ancT 8 "x16 °x1Ye BASE P V; PLYWOOD SOIL BEARING: ROOF LIVE LOAD: ROOF DEAD LOAD: SEISMIC ZONE: WAND LOAD: 1500 P.S.F. 30 P.S.F. 20 F.S.F. 26.5 P.S.F. THE STRUCTURAL DESIGN AS SHOWN iS BASED ON THE DESIGN CRITERIA AND SHALL NOT BE REVISED WITHOUT PRIOR WRITTEN CONSENT FROM THE LICENSED PROFESSIONAL CERTIFYING THESE DRAWINGS SUBJECT TO PENALTY OF LAW CITY OF Tt1KWILA APPROVED 'JUL .1993 Ai CITYRECEIVED CITY � KV1tll.q JUN 2 3 1993 PERMIT CENTER • PAM DING E) VISION 1 °A HOLES FOR WO BOLTS (TYP 0 4 LOCATIONS) Vz" CDX D.F. STRUCT. II (32/16 INDEX) SCHEDULE EXTERIOR GLUE, BLOCK ALL EDGES 4 nt WA A EXTRUDED POLYSTYRENE RIGID FOUNDATION INSUL. 2' THICK, R -10 MIN. \ PLATE AT BOTTOM OF ANCHOR BOLTS. SEE NOTE: SEE DETAILS FOR TYPICAL FOUNDATIONS NOTES. NAILING & ANCHOR BOLT SCHEDULE EDGE NAILING 10d030O.C. 10d 0 4" O.C. 1 Yz" = 1' -0" NSULAT1ON DETAIL 1Od 0 6" O.C. FIELD NAILING 10d 0 12` O.C. 10d012 "O.C. 10d 0 12° D.C. ANCHOR BOLTS 5/8 "0 0 24' O.C. 5/840 0 32" O.C. 5 /8 "ts 0 32° O.C. Rr cENED JUN 2 4 1993 ROES R t i OSSATTI ASS' : JOB NUMBER: TD: 06 -628 9 R: 9261 �9E:�.•f3 FOUNDATION PLAN .•' %l..ri:.r :.r.. ter._. ..� 11111111I111I111I 1111111I1111111II IIIIIIIIl111 0 I67HSJNC8 1 2 1,13 i / r '_I-i!1!11j141 1� 1 1111111 1 !j � 'I1'''l I1!1i `,!I!1' I!I I 11 j r� �I =I�I�I�Iii ! fl y +I ii 41111111111111111111111 4 5 h 11 MADW GERM7 12 ._ NOTE: If the microfilmed document is less clear than this . notice, it is due; to the quality of the original document. o^ 6z Be /•z 9z 5z vz ez zIz to OZ 61 8I L1 '4I 5t fill CII zi 11. O1, 6 t 1II11111III!11111 d111111111I111111111I111111111 !111111111 III! IIµIIIl1! I��I11Gu1bI�!ul�!)ly(1�I :JlJlll!III{ II!► 1 !!!III!! ' i) !► i!I) ! 1�L IIiIII!I!!i�ll�ll!11f11 {��I! II! !I!I!I I 47 e z{ I WW0 11111!1{ ! {�11llllillill!�IIII III{ IIIIIIIII. 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WALL ABOVE HAND SINK a� SEE SHT P1 V4" SAFETY GLASS UTE 0 ....2,:i INI 1 cS al 8' -8" R.O. 10' - -0" R. 4'-0" R.O. K1 KPLATE ON KITCHEN SIDE ONLY --7 a to tam INSTALL DUAL PREP -UNE PRIOR TO CONSTRUCTION OF COUNTER SEE SHT EQ-- 13' -0" 8' -8" KICKPLATE ON KITCHEN SIDE ONLY j- CUSTOMER 1 V4'. SAFETY GLASS ---� o ' o 0 RESTROOM VEST. 12' -6" R.O. NOTE TILE ALL RESTROOM WALLS AND INSULATE WALLS W/ 31/2' FIBERGLASS BATTS. OS. 01slit 01.1401.1 1" INSULATED GLASS: W/ 1/2" AIR SPACE & 14" SAFETY GLASS EA FACE. 1' INSULATED TEMPERED GLASS. MOTEL (2) DINING AREA EXITS 2 TO BE SUPPLIED Wilt PANIC HARDWARE. CO 1 ROAM FINISH SHEDULE 104_ 106 107 108 109 110 111 MEN'S TOILET WEN'S TOILET OFfl E EMPLOYEE STORAGE UTIU1Y ROOM 114 115 116 CLt,'S CLG. MGT. REMARKS 11111111161111111°10111 �a � 19 '�:�i' t � • • - - m� � 19.9'- 6��������� Ell 111111111211111.111.... ii 12_ 12 14A m 8'-4� �� � � �� no ago imirtrimmiwrial , .11111111111111111M NM 11111111111 11111111111•101111 MI mill118-4 inK11111unnalip INN -- o ago a 8'-0• H �%� El 1111 110111111111111111110 10 11111Elow.8:-4:Eimenntliainimm �. �i;= Esc=. �� a�� � . ILE ilinlimiUmparnilkitaillig" tamililmill• on ,_. ma • . im pm is al SER1ACC I ES1ROOM VESTIBULE FLOORS: FLOORS: ROOM FINISH SCHEDULE NOTES CEILINGS: FRAMES: 10. GYPSUM BOARD PAINTIT). (SEE 10 SHEETS). TLy-2 (SEE IN1 RIJi; DESIGN SHEET 1D --2). 11. 1L -3 CERAMIC TRE. 12. SEE INTERIOR DESIGN SHEET ID-2. 13. ?,tARLITE REINFORCED FIBERGLASS PANEL 14. 1tI..- -1 (SEE INTERIOR DESIGN SHEET ID-2). 14A. STAINLESS w/ SOCK. BASES: 5. 1L-22 QUARRY fliE - COVE 6" HIGH. 6. DARK BRONZE ALUMINUM. 7. 11.x1 (SEE INTERIOR DESIGN SHEET ID -2). 17. SUSPENDED CEIUNG TILE (V€NYL FACED), 18 GYPSUM BOARD PAINTED. 19. SUSPENDED ACOUSTICAL TILE. R , 21 -4' ., 3' -2" 37'-0" 8' -8" 3' -2' COOLER IS A PACKAGE UNIT TUBE STEEL (4) LOCATIONS (TYPICAL) SE1r SHEET A2 INSTALL C.T. OVEit 14' PLYWOOD ON WALLS INSTALL C.T. OVER 1' PLYWOOD ON WALLS 12' -8' 12' -8" 38' -O' NOT USED NOT USED CITY OF TUKWII.JJ APPROVED UL ri1923 A F Ltlt DING DIVISION RECEIVED CITY OF (LIK4VILA JUN 23 1993 NOTES: PERMIT CENTER 23. ALUMINUM. 24. t--3 (SEE INTERIOR DESIGN SHEET ID --2). 24A. WOO / METAL -- PAINTED. DOORS: TRIM & SHELVING: 20. ALUMfNUFi. 21. VA -•3 (SEE IRTERIDR DES1 I SHEET ID -2). 21A. MOD / METAS. - PAINTED. 27. SHELVING PAINTED. 1. AL CERAMIC WALL TILE SHALL HA "E GREY GROUT. NOTES: 2. SUSPENSION SYSTEM FOR LAY - -IN TILE TO BE CHICAGO METALLIC 1860-41 ARE RATED, GRID TO BE GALVANIC), WITH WHITE FACTORY ARPUED PAINT FINISH. 3. Ni. AMERICAN OLEAN CANYON RED 11LE TO HAVE GREY GROUT. (NATURAL CONCRETE) 4. ON TACO isELL SUPPLIED DECOR ITEMS, THE G.C. IS TO REFER TO THE ID SHEETS FOR TILE BASE FURNISHED AND INSTAiLED BY C.C., AFTER DECOR ITEMS INSTALLED. 1. DIMENSIONS SHOWN ARE NOMINAL TO THE FACE OF GYP. BOARD AND/ OR SURFACE OF PLYWOOD SHEATHING. 2. ALL INTEF&OR WAILS WHICH HAVE RED) OR SURFACE MOUNTED EQU /PLOT TO BE PROV10E0 WITH PROPER FLOCKING OR REINFORCING 4. PROVIDE Vs" ACX PLYt4T)OD OVER STUDS PRIOR TO INSTALLATION OF GYP. BOARD FOR ENTIRE FACE OF WALL AT SINGLE AND TRIPLE COMPARTMENT SINK LOCATIONS. 5. PROVIDE W TYPE 'X' GREEN BOARD AT WET LOCATIONS. 3. ALL INTERN W. BOARD TO BE 4t" TYPE "X". 6. All FLOOR TILE SHALL BE PROTECTED PER SPEC. SECTION 09300.33. 7. AU. RESTROOM WALLS ARE 10 BE SOUND INSULATED VATH FULL HEIGHT, 31" THICK FlBERGLASS BATT INSOLATION. 8. PROVIDE A WHITE SEAL ANT BEAD UNDER MI WINDOW SILLS AND AROUND ALL WNDOW FRAMES. 9, THE GENERAL CONTRACTOR TO PROVIDE ADEQUATE BLOCKING FOR ALL WALL MOUNTED EQUIPMENT, ACCESSORIES, ETC. 10. G. C. SHALL PROVE A - %" x 12" (4W HIGH AT REAR OF SERVWE COUNTER) HIGH EXTERIOR GRADE' PL YR) BICKER BEHtNO ALL QUARRY TILE BASES IN THE AREAS ERN THE SERVICE COUNTER TO THE BALM OF THE RESTAURANT. THIS IS IN LIEU O RUNNING %" GYP. BOARD DOM BEJIIND lit RE BASE. PR0ADE A MAR SLJCOtNE SEAL JOINT BET1tN THE WORRY RE AND 11* FIBERGLASS WAU. FINISH. LEGEND: DRW111 BY: CHILD •BY: BUILDING , TYPE:: 222:= / z: +Is,90A STIR) FRAMED WALL a=2-= METAL STUD FRAMED WALL CLl :MO • AREA BUILDING AREA: I 2087 DATA .- 4--Z3-33' 111771777177117.71777,1 FLOOR PLAN ,,��pryrr 7 '1 r l 0 18 THS INCH 1 2 •y^�' 3 4 5 6 / Q NOTE: If the microfilmed document is less clear than this t • notice, it is due to the quality of the original document. Qf 6Z 8G L2 9Z SZ I'i ' CZ ZZ lZ 4Z 6l 91 LA 91 Si hl £l et U Qi, 6 8 , 1 1 iiililiiiilliilliiiiliiiilliilbilllllliliiilllllilllilllllhl ,11IN14U11 iI1J1 11,d ilu lil1IJ,�Ul!,. itilIli;)I11,611, ,t1 JlliliI 1iili Iliiiil a iU411li Ililil1111 iI,Illlii diiiiliii til Iii{Illlli ii. i „4lililiailil1lililililililili 111111 1111111) 9 10 11 44OE W GERMANY 12, 9 S 7 C !.ti I- itill111111I 111111LIi1111rn1 ..Ill111111111111 1 o ' o 0 RESTROOM VEST. 12' -6" R.O. NOTE TILE ALL RESTROOM WALLS AND INSULATE WALLS W/ 31/2' FIBERGLASS BATTS. OS. 01slit 01.1401.1 1" INSULATED GLASS: W/ 1/2" AIR SPACE & 14" SAFETY GLASS EA FACE. 1' INSULATED TEMPERED GLASS. MOTEL (2) DINING AREA EXITS 2 TO BE SUPPLIED Wilt PANIC HARDWARE. CO 1 ROAM FINISH SHEDULE 104_ 106 107 108 109 110 111 MEN'S TOILET WEN'S TOILET OFfl E EMPLOYEE STORAGE UTIU1Y ROOM 114 115 116 CLt,'S CLG. MGT. REMARKS 11111111161111111°10111 �a � 19 '�:�i' t � • • - - m� � 19.9'- 6��������� Ell 111111111211111.111.... ii 12_ 12 14A m 8'-4� �� � � �� no ago imirtrimmiwrial , .11111111111111111M NM 11111111111 11111111111•101111 MI mill118-4 inK11111unnalip INN -- o ago a 8'-0• H �%� El 1111 110111111111111111110 10 11111Elow.8:-4:Eimenntliainimm �. �i;= Esc=. �� a�� � . ILE ilinlimiUmparnilkitaillig" tamililmill• on ,_. ma • . im pm is al SER1ACC I ES1ROOM VESTIBULE FLOORS: FLOORS: ROOM FINISH SCHEDULE NOTES CEILINGS: FRAMES: 10. GYPSUM BOARD PAINTIT). (SEE 10 SHEETS). TLy-2 (SEE IN1 RIJi; DESIGN SHEET 1D --2). 11. 1L -3 CERAMIC TRE. 12. SEE INTERIOR DESIGN SHEET ID-2. 13. ?,tARLITE REINFORCED FIBERGLASS PANEL 14. 1tI..- -1 (SEE INTERIOR DESIGN SHEET ID-2). 14A. STAINLESS w/ SOCK. BASES: 5. 1L-22 QUARRY fliE - COVE 6" HIGH. 6. DARK BRONZE ALUMINUM. 7. 11.x1 (SEE INTERIOR DESIGN SHEET ID -2). 17. SUSPENDED CEIUNG TILE (V€NYL FACED), 18 GYPSUM BOARD PAINTED. 19. SUSPENDED ACOUSTICAL TILE. R , 21 -4' ., 3' -2" 37'-0" 8' -8" 3' -2' COOLER IS A PACKAGE UNIT TUBE STEEL (4) LOCATIONS (TYPICAL) SE1r SHEET A2 INSTALL C.T. OVEit 14' PLYWOOD ON WALLS INSTALL C.T. OVER 1' PLYWOOD ON WALLS 12' -8' 12' -8" 38' -O' NOT USED NOT USED CITY OF TUKWII.JJ APPROVED UL ri1923 A F Ltlt DING DIVISION RECEIVED CITY OF (LIK4VILA JUN 23 1993 NOTES: PERMIT CENTER 23. ALUMINUM. 24. t--3 (SEE INTERIOR DESIGN SHEET ID --2). 24A. WOO / METAL -- PAINTED. DOORS: TRIM & SHELVING: 20. ALUMfNUFi. 21. VA -•3 (SEE IRTERIDR DES1 I SHEET ID -2). 21A. MOD / METAS. - PAINTED. 27. SHELVING PAINTED. 1. AL CERAMIC WALL TILE SHALL HA "E GREY GROUT. NOTES: 2. SUSPENSION SYSTEM FOR LAY - -IN TILE TO BE CHICAGO METALLIC 1860-41 ARE RATED, GRID TO BE GALVANIC), WITH WHITE FACTORY ARPUED PAINT FINISH. 3. Ni. AMERICAN OLEAN CANYON RED 11LE TO HAVE GREY GROUT. (NATURAL CONCRETE) 4. ON TACO isELL SUPPLIED DECOR ITEMS, THE G.C. IS TO REFER TO THE ID SHEETS FOR TILE BASE FURNISHED AND INSTAiLED BY C.C., AFTER DECOR ITEMS INSTALLED. 1. DIMENSIONS SHOWN ARE NOMINAL TO THE FACE OF GYP. BOARD AND/ OR SURFACE OF PLYWOOD SHEATHING. 2. ALL INTEF&OR WAILS WHICH HAVE RED) OR SURFACE MOUNTED EQU /PLOT TO BE PROV10E0 WITH PROPER FLOCKING OR REINFORCING 4. PROVIDE Vs" ACX PLYt4T)OD OVER STUDS PRIOR TO INSTALLATION OF GYP. BOARD FOR ENTIRE FACE OF WALL AT SINGLE AND TRIPLE COMPARTMENT SINK LOCATIONS. 5. PROVIDE W TYPE 'X' GREEN BOARD AT WET LOCATIONS. 3. ALL INTERN W. BOARD TO BE 4t" TYPE "X". 6. All FLOOR TILE SHALL BE PROTECTED PER SPEC. SECTION 09300.33. 7. AU. RESTROOM WALLS ARE 10 BE SOUND INSULATED VATH FULL HEIGHT, 31" THICK FlBERGLASS BATT INSOLATION. 8. PROVIDE A WHITE SEAL ANT BEAD UNDER MI WINDOW SILLS AND AROUND ALL WNDOW FRAMES. 9, THE GENERAL CONTRACTOR TO PROVIDE ADEQUATE BLOCKING FOR ALL WALL MOUNTED EQUIPMENT, ACCESSORIES, ETC. 10. G. C. SHALL PROVE A - %" x 12" (4W HIGH AT REAR OF SERVWE COUNTER) HIGH EXTERIOR GRADE' PL YR) BICKER BEHtNO ALL QUARRY TILE BASES IN THE AREAS ERN THE SERVICE COUNTER TO THE BALM OF THE RESTAURANT. THIS IS IN LIEU O RUNNING %" GYP. BOARD DOM BEJIIND lit RE BASE. PR0ADE A MAR SLJCOtNE SEAL JOINT BET1tN THE WORRY RE AND 11* FIBERGLASS WAU. FINISH. LEGEND: DRW111 BY: CHILD •BY: BUILDING , TYPE:: 222:= / z: +Is,90A STIR) FRAMED WALL a=2-= METAL STUD FRAMED WALL CLl :MO • AREA BUILDING AREA: I 2087 DATA .- 4--Z3-33' 111771777177117.71777,1 FLOOR PLAN ,,��pryrr 7 '1 r l 0 18 THS INCH 1 2 •y^�' 3 4 5 6 / Q NOTE: If the microfilmed document is less clear than this t • notice, it is due to the quality of the original document. Qf 6Z 8G L2 9Z SZ I'i ' CZ ZZ lZ 4Z 6l 91 LA 91 Si hl £l et U Qi, 6 8 , 1 1 iiililiiiilliilliiiiliiiilliilbilllllliliiilllllilllilllllhl ,11IN14U11 iI1J1 11,d ilu lil1IJ,�Ul!,. itilIli;)I11,611, ,t1 JlliliI 1iili Iliiiil a iU411li Ililil1111 iI,Illlii diiiiliii til Iii{Illlli ii. i „4lililiailil1lililililililili 111111 1111111) 9 10 11 44OE W GERMANY 12, 9 S 7 C !.ti I- itill111111I 111111LIi1111rn1 ..Ill111111111111 ' _• .. -----� 2x6 WOOL) STUDS OR 20 GA. 5 5/8" MTI. STUDS /-0 16" O.C. CONNECTED TO STRUCTURE ABOVE CEILING AT SERVING LiNE 5/13" T.C. GYP. BD.(TYP.) NILI11111H11I111< AF.F. i —PAINT ACCENT COLOR AC -1 9' -0" A A.F.F. ... PAINT ACCENT \''' COLOR AC -2 PAINT STANDARD , WALL COLOR CEILING SECTION GENERAL INSTALLATION REQUIREMENTS STANDARD 4718 ASTM CS30 1. HANGERS TO BE A MINIMUM OF 112 -GA. OR #10 -GA., GALVANIZED, SOFT ANNEALED MILD STEEL WIRE 0 4' AND 5` O.C. BOTH WAYS, RESPECTIVELY. 2. ATTACHMENT DEFACES TO BE OF AN APPROVED TYPE CAPABLE OF CARRYING 5 TIMES THE CEILING LOAD (50 ibs). HANGERS TO BE PLUMB CR SPLAYED, AND NOT PRESS AGAINST PIPE OR DUCT INSTALLATION. LEGS TO E3LK'G w/(2)1/4'x2" M.B. 2x6 BLOCKING - ROOF DECK \ 1 i SCREW TO 2x6 w/(4)1 /4" SCREWS 1 X1 STEEL ANGLES (3 REQ'D) POSITION TO FORM A TRIPOD BRACE, CLAW' TO 3/4" PIPE. td- ABO'�1E SLAB DRILL HOLE FLANGE SCREWED TO 2x6 WITH (4 }1 /4" SCREWS --3/4" PIPE COUPLING 1 1/4" ESCUTCHEON 5. WITHIN 6' OF THE WALLS AND AT 12' O.C. IN EACH DIRECTION, (4) #12 -GA. V RES SHALL BE CONNECTED WITHIN 2" OF AN INTER- SECTION OF A MAIN RUNNER Y,A1H A CROSS RUNNER AND SPLAYED 90' FROM EACH OTHER AT AN ANGLE NOT EXCEEDING 45' FROM THE PLAN OF THE CEILING. A STRUT FASTENED TO THE MAIN RUNNER SHALL BE EXTENDED TO AND FASTENED TO THE STRUCTURAL MEMBERS SUPPORTING THE ROOF OR FLOUR ABOVE. THE STRUT SHALL GE ADEQUATE TO RESIST 111E VERTICAL COI`,1PONENT INDUCED BY THE WIRES. . 4. CARRYING CHANNELS AND MAiN RUNNERS ARE TO BE LEVEL WITHIN 113' IN 12'; LECING IS TO BE 'PERFORMED • WITH HANGERS TAUT; MKS OR BENDS ARE NOT TO BE USED AS A WAY OF LEVELING. 5. DEFLECTION SHALL BE LIMITED TO 1/306 OR 0.125" (le) ' IN A 4' SPAN; IF THE FIXTURE CAUSES A DEF1.ECTTON IN EXCESS OF 14', THE FIXTURE SHALL BE INDEPENL`ENTLY SUPPORTED WITHIN 6" OF EACH CORNER WIH A 112 Y RE. 6. A FIXTURE INSTALLATION SHAH NOT CAUSE THE RUNNERS TO ROTATE MORE THAN 2` FROM THE VERTICAL (THIS` iS THE EQUIVALENT OF '142' OUT OF HORIZU1TAl, FOR A STANDARD 1* TEE). LA; ERAL BRACING REQUIREMENTS 1. HANGERS TO BE A MINIMUM OF #12 -GA GALVANIZED, SOFT ANNEALED MILD STEEL WIRE 0 48" O.C. EACH WAY; HANGERS TO BE ATTACHED TO SUSPENSION MEMBERS At& TO THE SUPPORT ABOVE WITH A MINIMUM OF THREE TURNS; HANGERS SHALL NOT ATTACH TO OR BEND AROUND OTHER MATERIAL CR EQUIPMENT AND SHALL NOT BE DOME THAN 1 IN 6 OUT OF PLUMB WITHOUT BEING COUNTER SPLAYED, 2. All CONNECTION DEVICES S AL.L BE OF AN APPROVE) TYPE CAPABLE Of . SUPPORTING 100 lbs. MD BE SECURED TO THE BULLDih(: STRUCTURE A TRAPEZE OR EQUIVALENT SHALL BE USED Y•.MERE OBSTRUCTIONS PRECLUDE DIRECT AT'lAMMB T TO THE STRUCTURE. TRAPEZE SUSPENSIONS SHALL BE MINIMUM OF BAS, TO BACK 1V4' CCLI) ROLLED CHANNELS WHEN SPANS EXCEED 48'. . ALL RUNNERS SHALL BE INDEPENDENTLY SUPPOrfl AT THE PERIMETER WITHIN 8" OF THE WALL OR CEILING DISCONTINUITY; THE WALL ANGLE OR CLOSURE STRIP SHALL NOT BE ALLOViiED FOR THIS PURPOSE. LATERAL FORCE BRACING !MEMBERS SHAL! BE SPACED A MINIMUM CF 6" FROM ALL HORIZONTAL PIPING OR DUCK YARK THAT IS NOT PROVIDED YATH BRACING RESTRAINTS FOR HORIZONTAL FORCES. BRACING WIRES SHALL BE. ATTACHED) TO THE GRiD AND TO THE STRUC- TURE IN SUCH A MANNER THAT THEY CAN SUPPORT A DESIGN LOAD OF NOT LESS THAN 200 POUNDS OR THE ACTUAL DESIGN LOAD, WHICHEVER t5 GREATER, WITH A SAFETY FACTOR OF 2. 3 /41.P.S.PIPE LINE OF AIidNIN('. -SEE SHEET E2 FOR AWNING LIGHTING ABOVE SLAB MONITOR ASSEMBLY 6. MEMBERS PERPENDICULAR TO THE WALL SHALL BE TIED TOGETHER (STABILIZED) TO PREVENT THEIR SPREADING. THIS SHALL BE DONE IMMEDIATELY ADJACENT AND PARALLEL TO THE WALL. THE WAU. OR CLOSURE ANGLE SHALL NOT BE USED FOR THIS PURPOSE., ALTHOUGH TO FACILITATE INSTALLATION, RUNNERS MAY BE ATTACHED TO THE CLOSURE ANGLE AT TWO ADJACENT WALLS ''MTh CLEARANCES BETWEEN THE WALL AND 1}4E RUNNER BEING MAINTAINED AT THE OTHER TWO WALLS. 7. ALL UGHT FIXTURES SHALL BE POSITIVELY ATTACHED TO THE SUSPENSION SYSTEM. THE ATTACHMENT DEVICE SHALL. HAVE A CAPACITY OF 100X OF THE FIXTURE HEIGHT IN ANY D',RECT1ON. MONITOR MOUNTING EQUAL EQUAL CITY OF TUKWILA APPROVED 1993 qfigala B. ONLY INTERMEDIATE --DUTY AND HEAVY-DUTY SUSPENSION SYSTEMS SHALL BE USED TO SUPPORT LIGHT FIXTURES. (IF A UGHT DUTY SYSTEM IS USED, THE FIXTURES MUST BE INDEPEND- ENTLY SUPPORTED AT EACH CORNER WITH A #12 -GA HANGER. WHERE HEAVY -DUTY SUSPENSION SYSTEMS ARE USED, SUPPLEMENTAL SUPPORT iS NOT REQUIRED.) SUPPORTING THE ROOF OR FLOOR ABOVE. THE STRUT SHALL BE ADEQUATE TO RESIST THE VERTICAL COMPONENT INDUCED BY THE WIRES. 9. IN ADDITION TO THE ABOVE, FIXTURES OR OTHER EQUIPMENT YiEIC4LING LESS THAN 56 ibs., SHALL HAVE TWO j12 -GA. WIRES FROM THE HOUSING TO THE STRUCTURE ABOVE, THESE HIRES MAY BE SLACK. FIXTURES CR OTHER EQUIPMENT YEEIGIHING IN EXCESS OF 56 Ibs., SHALL BE INDEPENDENTLY SUPPORTED WITH #12 -OIL YRRE AT EACH CORNER TO THE STRUCTURE ABOVE. PENDANT HUNG FIXTURES SHALL BE INDEPENDENTLY SUPPORTED ik§TH- A MINIMUM OF ON E #9-GA. PARE. STRUCTURE SPRING CUP HANGER 1MRE GUIDE RING . SPLAY WARE //SECURED TO STRUCTURE RECEIVED CITY OF TUKWILA JUN 2 Sun CEILING FINISH NOTES PERMIT CENTER SUSPENDED CEILING TILE: U.S. GYPSUM VINYL FACED, STIPPLED SHELL FIRE COOE 24" x 24' x le SQUARE EDGE, LEGEND GYPSUM BOARD PAINTED: BENJAMIN MOORS REGAL AQUAVELVF.T NO. 319 -946 STRUT / 12' -0" O.C. E.W. OR 144 SF _ OF CEILING o AREA MAIN TEE -�- QULB • CLIP COMPRESSION POST SUSPENDED COLING 11LE: U.S. GYPSUM 24 "x24 "x34 ". COLOR: GLACIER ACOIJSTONE SQ. GUT LAY IN PANEL - MITE. METAL SUSRENSION SYSTEM: CHICAGO METALLIC GENERAL AREA: #330 -41 FIRE RATED AREA: 086o -41 GRID TO BE GALVANIZED W/ FACTORY APPLIED l4YATE PAINT FINISH. REFLECTED CEILING FLAN 2' x 2' FLUORESCENT UGHT FIXTURE 2' x 4' FLUORESCENT LIGHT FIXTURE 22' x 22' AHR ILEERJRN DEVICE 22' x 22' NR JPPL.Y -DEv,i LA SOFFIT LIGHTING .� Q ' LIGHT FIXTURE UGFHT FIXTURE EXIT LJGIITING . 'SMOKE DETICTOR, REVERSE; s r . II!IIIIII1111111111IIIII1IIIiII 0 1G THS INCH 1 2 91/3 a' -,. .:. { s *4'24 5?* 1' ll III ICI IIf f!I 111 1 +1 t` �c�l+� 4 5 6 7 E3 NOTE: If the r microfilmed document is less clear than this 1. I notice, it is due to the quality of the original document. 1i5 Off; 6IIZ 8G GZ 9Z GZ t' CZ ZiZ LZ OZ 6L 81. 1IIIIIlIIIII1101illlllllllllllllllllllllill1llli1llll1llllillll1K11d lllllllli111Ll :11111141 l,thain11!(IIIII111II IILti!4illl1lll1lll1lll1lll1lll!�i Ililill ,I.. 9 i 10 11 MADEWGERMANY 12- Vi• s Zl 13 OL 6 0 L, 9 G C Zi v04 O I Hill II (lUilllll llI) IIIlilllillll���jllllljIlliIJl_ j„ ililll! �L�il��il�lilnlll�ll��I�II�fIIIiI�II�i��Illlllllllillllllllllllllllill� 2 -2X1 DF #2 BLOCKING w/LI26 - 2 HANGERS TYP. 1=116. 6'_• 10" • 1r �I • 4'-7" iT i 2' 3' -6• 4' -g. / .'.LDG. 2 -2XG DF 2 BLOCKIN L W,.Ui -2 PN . 1' -2' 2' -1" 3'• -4' 1 i •11• 14' -4" 1' -2° -4X6 POST w/PC48 P -6>.•6 HEADE 2X6 f2 O.F. IVOOD ST CAP STUD 0 16" o.c.- tYP. 4x6 POST W/ PC46 POST CAP 6x6 HEADER -' oX6 POST W/PC66 POST CAP° FIELD FRAME (TYP ALL 4 CORNERS 2X4 & 2X6 DF f2 BLOCKING WA126 -2 HANGERS (TYP. FOR 5 RD -2 SDFFIT DRAINS). SEE DETAIL 0/P -2. UNIT NET WEIGHT CURB NET WEIGHT TOTAL 915 Ibs 125 Ibs 1040 Ibs UNIT NET WEIGHT 1100 Ibs CURB NET WEIGHT 119 bs TOTAL 1219 Ibs UNIT NET WEIGHT CURB NET WEIGHT TOTAL 1200 !bs 120 Ibs 1320 Ibs MODEL# YCD120B3 mvAC L1mnre 1 2--2X6 DE #2 3LOC1! "1G WYAI26- 2 F$ANGERS TYP. w i 1 3' 6'_� 1.-9" 5, -1" BLDG. 1X6 DF #2 BLOCKlN W/U26 -2 HANGERS TYF,! BLDG. 9' 1'• -9" v -9" 9" 1 I R1 2 -2X6 DF ,2 BLOCKIN" W1U26 f2 '!ANGERS TYp. 3/4° COX (40X20) PLYMU. W /10d 4' O.C. BOUNDARY & EDGE. 104012 °4'O.C. FIELD. BLOCK ALL EDGES. START SHEATHING THIS END. 6X6 POST W/ ECC 5 1/4 -6 POST CAP SEE DET Q /A13 UNIT NET WEIGHT 825 Ibs CURB NET WEIGHT 125 Ibs TOTAL 1040 Ibs UNIT NET WEIGHT CURB NET WEIGHT 'OTAL 875 Ibs 107 Ibs 982 Ibs UNIT NET WEIGHT 704 Ibs CURB NET WEIGHT 82 !bs TOTAL 1320 Ibs CO CO 5 1/8'X18" GLUELAM BM. TOP EL 10' -4 1/2" %Iti MODEL# 48LJD008 f : 7AC CUJJ 1fl NOTE: THESE TRUSS DRAWNGS ARE PROVIDED FOR M. :1 iM DESIGN ONLY. ENGINEERED DPAVAMGS AND CALCULATIONS TO BE PROVIDED BY GENERAL CONTRACTOR PRIOR TO 'NSTALLATION. MODEL# YCD090C3 SCALE 1/4" = 1' -0" :I SEE DET E /A13 FOR ARCH FRAMING 6X6 POST W/ CC 5 1/4-6 COL. CAP. SEE DET R /A13 CONT. 2x4 LATERAL. BRACING LAID FLAT & A 0 NAILED TO TOP OF BOTTOM CHORD (TYP). / A SEE•. PLAN FOR LOCATION• :,�/ 2' -1 1x74" 3' -O' 6 EQUAL SPACES 4' -7 3/4" 27' -10 1/2" 3' -O" 2' 1/4' ' 38' -r 1' 0• TIIW ELEVATION NOT TO SCALE DECKING: 3/4' CDX (42/20) PLYWD. W /103 0 6" 0.C. BOUNDARY & EDGES. 10d 0 12° O.C. FIELD• BLOCK ALL EDGES. 5 1/6118" GLUELAM BM. TOP EL. 16-4 1/2° PROVIDE 1/2" COX PLYWOOD ENTIRE FACE OF TRUSS WITH 10d 0 6" O.C. TYP FRONT & REAR \ rl� /f 1 r2X4\\LA��� AL. BRACING AI .,� ""`FLA ON TOP OF :.C. r� f� t 1 f llt.... f�U11f�M1�.! 13' -9" 3' -1" 1'-10' 2-2X4 DF ►2 BLOCKIN 1 W/'J24 -2 HANGERS (TYPJ !iiwr 1� -D. O ALL DUCT OPENINGS .. A I -1 1/2 c r "I © r f - i `f BLOCKING FOR f'. ECC 5 1 b 1I►• CURBS SEE DET ' -0 1 9'• -0' 2' -6' T 2X fi',UTI 1 1 BA 2X (1W.)'� / SATELLITE CISH SEE DET. E /A.6 5 1/8' 1 NOTE: SATELLITE DISH WEIGHT 1 T NOT TO EXCEED 200 L'dS. 12' -0' . �,_ FOR ,r 1 1 1 J f 1 CC 5 ( W/E126 -2 HANGS' S (TYP. FOR 2 RD-1 ROOF DR INS) SEE . 1 DETAIL F/1'� -2 �s, � � 1 1 1 .�; 1 1 1 5 1./8° TAP E 2' -6° 2'--6° 1 I TIC DESIGN AND DETAILS DISCLOSED MON ARE WE EXCLuSEVE PROPERTY Cr DE Ak(kllECT Alto SIAM NOT OE ttgitODOCE0 IN 1pt4O E OR IN PART Nf"HM 11E PR1OR W fTt3I WI WI Cr fl A9.CHTECT. T -1 I 8" GLUELAM BM.� ' EL 10' -4 1/2' je -- T-1 :E DET E /A13 1RCH FRAMING T -1 6x6 HDR. 4x6 POST W/ PC46 POST CAP 00 Cif b � Ca c X NIX oc ols .4t 11 . B" GLUELAM BM. 10'- -4 1/2" 0 C' REVISION 6X6 POST W/ ECC 5 1/4 -6 COL CAP SEE DET Q /A13 SIMILAR AND 11 -A2. MODIFY TRUSS TAILS AS NECESSARY FOR ARCH FRAMING (TYP. FOR 4 TOWERS) 1' -8' 2' -8" 6X8 D.F.L. 11 ..... --- TOP EL 10' -4 1/2° 1/2' CDX PLYWO. DRAFT STOP FULL FACE OF TRUSS (TYP. EA. SIDE • OF ARCH) 9 0 2'- 8' =24' -0" 1' -8' t 6X6 POST W/ ECC 5 1/4 -6 COL CAP SEE DET Q /A13 SIMILAR -ID H -A2. 38' -0" 5/B" 1 -4 7/8" ERRS` F344 GL[ VATOOKI CITY OF TUKWILA APPROVED GENERAL NOTES: 'JUL A 1993 RECEIVED CITY OF TUKWILA JUN 2 3 1993 PERMIT CENTER v ;D AND APPROVLO rat !CMAL WPM `t 17 PSF 33 PSF 12 PSF 1J . 33 PSF LIVE LOAD TRUSS TYPE T• -1 SINGLE DOUBLE TRUSS TRUSS x BEARING POINT A COMMENTS raj I L i J NOTE: (APPLY TO BOTTOM CHORD) ALSO, APPLY ROOF TOP MECHANICAL POINT LOADS. WEIGHT & LOCATON OF UNflS ARE SHOWN ON THIS SHEET AND ARE NOT INCLUDED IN THE ABOVE LOADING DIAGRAM. VERIFY THESE LOADS WITH MECHANICAL SUPPLIER PRIOR TO TRUSS DESIGN. • DEAD LOAD T -2 T - -3 T- 4 SEE NOTE #1 NOTES: 1. DOUBLE TRUSSES TO BE ,NAILED TOGETHER W /10d 0 12" O.C. EACH SIDE, TOP & BOTTOM CHORDS AND WEBS. 1 4" NOMINAL THICKNESS F•RAMtNG MEMBERS SHALL BE DOUGLAS FIR #2. IN/ A MIN. FIBER STRESS OF 1250 P.S.t. 2, 6" NOMINAL. THICKNESS FRAMING MEMBER SHALL BE DOUGLAS FIR Iy1 w/ A MIN. FIBER STRESS OF 1300 P.S.I. I ?11!1 DING D1VIS1ON BUILDING TYPE: '0+"0 REVERSE 3. ROOF CUNNE� SHA.! L 2E S' • ' NIL STRONG -•T ���� 4. SPECIAL INSPECTION iS REQUIRED FOR TUBE STEEL COLUMN ANCHOR BOLTS AND ALL F1FLU YIELDING. ' sTT m- AND las- TA-LL/T 10N L TRUSSES ON SITE PRIOR TO INSTALLATION SHALL BE STORED IN A VERTICAL POSITION WITH SUPPORT POINTS PROVIDED AT FINAI. BEARING POINTS AND BRACED TO AVOID TIPPING. 2. INSTALLATION OF ALL TRUSSES SHALI. BE DONE USING A SPREADER DAR h1TT1 A THREE POINT VERTICAL PICK AND CARE IS TO BE USED lit LIFTING TO MINIMIZE LIORI7ONTAL BENDING. 3. IMPROPER HANDLING OF THE TRUSSES AS NOTED ABOVE AND IN THE SPECIFICATIONS SHALL MEAN REMOVAL OF THE TRUSSES FROM THE JOB SITE. JOB NUMBER: T6: 06 -628 BCR: 9261 RECEIVED gir or�e�+, ...�...... JUN 2 4 1993 ROBERT FOSSATit AS CC• 2. SEE DIVISION SIX OF THE SPECIFICATIONS FOR DETAILS ON TRUSS MANUFACTURING AND NAILING. #7•��s1it�= I6 ROW FRAM-AO Lf-fLZ \?: [ 1 i 1111111111J111111111l1 (iiiqlllliiyil ljlql,ii,la[ 1 -1-0 fi rr 111 - I 1- 'll'I(`('llij��i 111111 11" I�IIT17 7 ;,►1111 8.. than this dor.toment . ►'l et Zt Lt fl! 6 9 (, le THS INCH 1 2 '3 4 5 6 7 I NOTE: -If the microfi1rned document is less clear ( - t notice, it is due to the quality of the original Oc 6Z Se LZ 9Z CZ hZ CZ ZZ LZ 0? 61 8L LI 9L GI I I I 1lut1iiIIIIl1 (IIIIIIIIIIIIIIIIlIll1riIIIII{ ill; IIIII IIIuIlfiilltl��l ?(IILIIIll�l.11�!ILdru l�uI 1111111U1�l1III�III f� lJb1��1,��11�11{II! 1�iII Eli I 1 LEIIIIi(i lil1iiit IIii)III11;I!lliilll IIII(I IIIi i,it II' II '614,1) �I1 ~1111111j1i 111iIli' +Ii�(1I�IiI11jiin lIilI 9 1 O 11 MADE IN GERMANY 12' 9 S +i E Z L ww 0 l��IIIIII{ IIIIIII�IIIIIIIIIIIIIIIIIIIIilllllllllllll�IIIIIIIIIIIII11 4 -23 -93 SHEET NUMBER: SCALE: 1/4" = 1'--0" Q5 • III N______ 1 \ rl� /f 1 r2X4\\LA��� AL. BRACING AI .,� ""`FLA ON TOP OF :.C. r� f� t 1 f llt.... f�U11f�M1�.! 13' -9" 3' -1" 1'-10' 2-2X4 DF ►2 BLOCKIN 1 W/'J24 -2 HANGERS (TYPJ !iiwr 1� -D. O ALL DUCT OPENINGS .. A I -1 1/2 c r "I © r f - i `f BLOCKING FOR f'. ECC 5 1 b 1I►• CURBS SEE DET ' -0 1 9'• -0' 2' -6' T 2X fi',UTI 1 1 BA 2X (1W.)'� / SATELLITE CISH SEE DET. E /A.6 5 1/8' 1 NOTE: SATELLITE DISH WEIGHT 1 T NOT TO EXCEED 200 L'dS. 12' -0' . �,_ FOR ,r 1 1 1 J f 1 CC 5 ( W/E126 -2 HANGS' S (TYP. FOR 2 RD-1 ROOF DR INS) SEE . 1 DETAIL F/1'� -2 �s, � � 1 1 1 .�; 1 1 1 5 1./8° TAP E 2' -6° 2'--6° 1 I TIC DESIGN AND DETAILS DISCLOSED MON ARE WE EXCLuSEVE PROPERTY Cr DE Ak(kllECT Alto SIAM NOT OE ttgitODOCE0 IN 1pt4O E OR IN PART Nf"HM 11E PR1OR W fTt3I WI WI Cr fl A9.CHTECT. T -1 I 8" GLUELAM BM.� ' EL 10' -4 1/2' je -- T-1 :E DET E /A13 1RCH FRAMING T -1 6x6 HDR. 4x6 POST W/ PC46 POST CAP 00 Cif b � Ca c X NIX oc ols .4t 11 . B" GLUELAM BM. 10'- -4 1/2" 0 C' REVISION 6X6 POST W/ ECC 5 1/4 -6 COL CAP SEE DET Q /A13 SIMILAR AND 11 -A2. MODIFY TRUSS TAILS AS NECESSARY FOR ARCH FRAMING (TYP. FOR 4 TOWERS) 1' -8' 2' -8" 6X8 D.F.L. 11 ..... --- TOP EL 10' -4 1/2° 1/2' CDX PLYWO. DRAFT STOP FULL FACE OF TRUSS (TYP. EA. SIDE • OF ARCH) 9 0 2'- 8' =24' -0" 1' -8' t 6X6 POST W/ ECC 5 1/4 -6 COL CAP SEE DET Q /A13 SIMILAR -ID H -A2. 38' -0" 5/B" 1 -4 7/8" ERRS` F344 GL[ VATOOKI CITY OF TUKWILA APPROVED GENERAL NOTES: 'JUL A 1993 RECEIVED CITY OF TUKWILA JUN 2 3 1993 PERMIT CENTER v ;D AND APPROVLO rat !CMAL WPM `t 17 PSF 33 PSF 12 PSF 1J . 33 PSF LIVE LOAD TRUSS TYPE T• -1 SINGLE DOUBLE TRUSS TRUSS x BEARING POINT A COMMENTS raj I L i J NOTE: (APPLY TO BOTTOM CHORD) ALSO, APPLY ROOF TOP MECHANICAL POINT LOADS. WEIGHT & LOCATON OF UNflS ARE SHOWN ON THIS SHEET AND ARE NOT INCLUDED IN THE ABOVE LOADING DIAGRAM. VERIFY THESE LOADS WITH MECHANICAL SUPPLIER PRIOR TO TRUSS DESIGN. • DEAD LOAD T -2 T - -3 T- 4 SEE NOTE #1 NOTES: 1. DOUBLE TRUSSES TO BE ,NAILED TOGETHER W /10d 0 12" O.C. EACH SIDE, TOP & BOTTOM CHORDS AND WEBS. 1 4" NOMINAL THICKNESS F•RAMtNG MEMBERS SHALL BE DOUGLAS FIR #2. IN/ A MIN. FIBER STRESS OF 1250 P.S.t. 2, 6" NOMINAL. THICKNESS FRAMING MEMBER SHALL BE DOUGLAS FIR Iy1 w/ A MIN. FIBER STRESS OF 1300 P.S.I. I ?11!1 DING D1VIS1ON BUILDING TYPE: '0+"0 REVERSE 3. ROOF CUNNE� SHA.! L 2E S' • ' NIL STRONG -•T ���� 4. SPECIAL INSPECTION iS REQUIRED FOR TUBE STEEL COLUMN ANCHOR BOLTS AND ALL F1FLU YIELDING. ' sTT m- AND las- TA-LL/T 10N L TRUSSES ON SITE PRIOR TO INSTALLATION SHALL BE STORED IN A VERTICAL POSITION WITH SUPPORT POINTS PROVIDED AT FINAI. BEARING POINTS AND BRACED TO AVOID TIPPING. 2. INSTALLATION OF ALL TRUSSES SHALI. BE DONE USING A SPREADER DAR h1TT1 A THREE POINT VERTICAL PICK AND CARE IS TO BE USED lit LIFTING TO MINIMIZE LIORI7ONTAL BENDING. 3. IMPROPER HANDLING OF THE TRUSSES AS NOTED ABOVE AND IN THE SPECIFICATIONS SHALL MEAN REMOVAL OF THE TRUSSES FROM THE JOB SITE. JOB NUMBER: T6: 06 -628 BCR: 9261 RECEIVED gir or�e�+, ...�...... JUN 2 4 1993 ROBERT FOSSATit AS CC• 2. SEE DIVISION SIX OF THE SPECIFICATIONS FOR DETAILS ON TRUSS MANUFACTURING AND NAILING. #7•��s1it�= I6 ROW FRAM-AO Lf-fLZ \?: [ 1 i 1111111111J111111111l1 (iiiqlllliiyil ljlql,ii,la[ 1 -1-0 fi rr 111 - I 1- 'll'I(`('llij��i 111111 11" I�IIT17 7 ;,►1111 8.. than this dor.toment . ►'l et Zt Lt fl! 6 9 (, le THS INCH 1 2 '3 4 5 6 7 I NOTE: -If the microfi1rned document is less clear ( - t notice, it is due to the quality of the original Oc 6Z Se LZ 9Z CZ hZ CZ ZZ LZ 0? 61 8L LI 9L GI I I I 1lut1iiIIIIl1 (IIIIIIIIIIIIIIIIlIll1riIIIII{ ill; IIIII IIIuIlfiilltl��l ?(IILIIIll�l.11�!ILdru l�uI 1111111U1�l1III�III f� lJb1��1,��11�11{II! 1�iII Eli I 1 LEIIIIi(i lil1iiit IIii)III11;I!lliilll IIII(I IIIi i,it II' II '614,1) �I1 ~1111111j1i 111iIli' +Ii�(1I�IiI11jiin lIilI 9 1 O 11 MADE IN GERMANY 12' 9 S +i E Z L ww 0 l��IIIIII{ IIIIIII�IIIIIIIIIIIIIIIIIIIIilllllllllllll�IIIIIIIIIIIII11 4 -23 -93 SHEET NUMBER: SCALE: 1/4" = 1'--0" Q5 -� ar5 RAIL ?1' L DI t MATERIAL 2) ALL SEAMS M�.IAt 3 LOAD ! 5'!.`� (3' -t)` ME203 - `�'� _ __I%- -- --.___ _ / 4r v -4. t M1 SPECS: S!GIN 'J �C.�. - 24 GA. OALV. POP - RIVETED JOINT 'SEALER. RANGE PER RA!t -: ' C ,'S ' SOD 95C 1 4' - -0" j5' -O" 16' -0" 5 1' 2" °" .s H----- ..__ 1�`fr CAF' OVER. WOOD N/i ER I / �l TO BE POP -RIVETED IN LAS_ -� �"`-- 2x6 'viQOD NAILER I \ —��2„ r,P / DEG \ �( C C � A! NOTED ST E: EK P; 1r-i Rc AND '_A_fi: MTH WATERP.RCOF IMO ;'..0' I ,1'_i,_ �.i'Y�? F. s Y' `i 1� - r v �i - / .// � `/ __ ._._ _ ! ` - -o — -- -� I JT�_ - "B'LC()" ROOF SCUTTLE 2' FOR 6 "X3' -0 "FU. aDOER ACCESS TYPE 'S' CONE EiE?FR CAu`IT i PLY BUI? 1 -lUP WITH . „ tiF:RnL CfiP OVER 3/ / �•�^ /� :' �r- \ /..-.' T;LE ftGGrsivG _ - _ /;' ,' /' / \E it, \ �, f� / ;� ; I r /TL. CAP i /' I /,(i -`� `4 / /3 FLASHING \ ; j /> / � / �%/ / �� ' ` , / f `t -�,�'IIj�ll�lylyl�{ \ ; ~ .. '.,. �` / 1 J/ � ,i / .7 /) / /% ,, -‹ . :: :•/ ;' '/ i/ EAVE C_°SURE ---- .a, -� ; PROVIDE SELF- ADHESIVE, VINYL DIE CUT STREET ADDRESS NUMBERS. HEIGHT AND LETTER STYLE AS REM.) BY BLOC DENT. AND /OR FIRE DEPT. EXPANSION JOINT ELECTRICAL SERVICE - SIGN AND ROUGH -IN CANS FOR EACH SIGN WILL BE FURNISHED DIRECTLY TO THE CONTRACTOR AND ARE TO BE INSTALLED PRIOR TO INSTALLATION OF STUCCO. -- -� ---- -- -- — GENERAL CONTRACTOR TO PROJECT STUCCO 7/8 FROM FACF OF TOWER (TYP.) ,ATRIA AI *IAA ,A)A1&At *j*,A "t 4101114111A AtAIA"0111 *1 _ .. I *1A1A1A1A1* 1111" "I *I I,MIAI11111AI111!•041i114 a AITAIAI %44I*)*IAI AIAI *I *)A)*t *IA A. 4IAiAtALA1�tA11,11 11 A)AtAtAtA1t*t 1*)*!*l*I*I*11A AtA10110111IA11> AlA1 *I ..At 1 TAI ;$i$,&$*, IiIArAIAI iAr 1 R -2 Q 1 - --- SPRING LINE OF I / UPPER ARCHES A1,. 0141∎1471141", !AAA A A1AIAAI!., 1 *)*t*) *I *1* AIAlAit►. 1*)AIAIAIAI *I AIAt*11• At*IA,AIA)AIAI*IA A,*t *, -- -- -- , 'A3,A�M IAlA1iA1A A1AtA11 L. t *1*IAI*f*t *I . IA,1 -101 A>Aj►. f AIAI *1AIAIAI *I *) ' -•� It alii IAIiiadrr IArsIAisI IAIAraI i Mae 41:1=062111.1r14 EXPANSION JOINT --- ---- -- SEE AI3 FOR AWNING DETAILS NOTE. REAR DOOR & ELECTRICAL BOX TO RECEIVE EXTERIOR FINISH NO. 1. L_ LINE OF DOORWAY ARCHES AT FINISH FLOOR ELEVATION i-:±:-: & B. O. FTG. =2' -6" BELOW F.F. r 1 tf1 PROVIDE SELF - ADHESIVE, VINYL DIE CUT STREET ADDRESS NUMBERS. HEIGHT AND LETTER STYLE AS REO'll BY BLDG DEPT. AND /OR FIRE DEPT. 40 1 1 SIGN AND ROUGH -IN CANS FOR EACH SIGN WILL 6E FURNISHED DIRECTLY TO THE CONTRACTOR AND ARE TO BE INSTALLED PRIOR TO INSTALLATION OF STUCCO. GENERAL CONTRACTOR TO PROJECT STUCCO 7/8" FROM FACE OF TOWER (TYP.) .;11,PRI ,AtAi.lilAlt . ,�tAtAtA1j*�,AT Al 414/41AlA101101I1 .tA1AtAIfA11A7AtATAtr ,A1>A1AIA1AtNIAIAFAIAi M *t *t *I *I *f* 41At T 1rt111*1,A111j0101i,*,*t -i*i tri iai�i�t *i *iat &iAI�I i-1 MEOW, rt r 1*1 *I *IAA v_ tAtAtAtAItAt1* At" A1A1)AIAIAt,s t*1 *l*1*I *r*lA1A1. ;MOM *j*t *j *i*i■iA;A, I i!otol *!*IA Alp11AtAI1k t *l^1 T IM *TAI I *)*I*R*I *) *Aj. Si t i t r Anal At& iA.. DOUBLE ROMAN CONCRETE ROOF 11LE 1 2X8 TRIM GLASS PER DIAGRAM IN ALUMINUM FRAME (TYP.) kr,1 R -1 0 113 C913 a Att 5 fa tf co E. = 6Y =iT' t ,L SEE SITE PLANS FOR CURBS & SIDEWALKS J i "1 F• ^" mew raw. OW. 1 1 -.1" ENTRANCES SHALL BE IDENTIFIED WITH A SIGN OR STICKER OF THE STANDARD ACCESSIBILITY LOGO. L. �...o..., .,;! REAR ELEVATION - 1'- FRONT ELEVATION SC A: , SURFACE STUCCO OR OPT)ONA.L DRYVIT PROJECTED SURROUNDS, PROJECTED BAND FASCIA, FASCIA FLASHING, PARAPET FLASHING LIGHT POLES EXPOSED UTILITY PIPES AND CONDUIT METAL DOORS AND FRAMES SHEET METAL FASCIA TRIM GAS METER AND ELECTRICAL SERVICE FINISH THE DESIGN MD DETMS DISCLOSED PERM ARE THE EXCLUSIVE PROPERTY CF 1HE ARCHITECT AJED SHALL NOT BE REPROOUCED IN WEE CR IN PART 41HOUT 1 PRIM gRiTTEE CONSENT OF THE ARCHITECT. FINISHES: BENJAMIN MOORE MOORCARD EXTERIOR LATEX NO. 103-1072 (CB -18) 0 BENJAMIN MOORE MOORGARD EXTERIOR LATEX NO. 103 -1128 (CB -16) STUCCO NOTES: LINE OF ROOF 4 SEE SHEET A13 FOR AWNING INSTALLATION DETAILS- 1'11111"1 etl1�)�1 �>A1TAlAtA A Alit �j *I*t* At *tAIAIA Ai. •t*t*l*tA1 A)A)*t*)*IAI *t di/401 14AI* AAA *1A A AjA .AjRAI AIIAiIAIN4A0111N11AtAlAIA 4IAI*IAI*IA Aj*t*1i *T *1 *t *t!1iAi* 4014414111401100114101001011011101k "10110k Ai 1 ■ ^ T 1. *t *I*IA *IA 1AIAAI*t *TA AA ADO... At *l*i *1* A,AT *,*pI 1111IA!A A1l *1AtA1! *)*J*).. ATATATATAIAIAIAIAIA,Al11 A. IA,MiTAtAlt*I!At*l * IA11114A1Allg A.IAjAtAiA114tAIA1tA1Ai>, iai$sai iri$t$iii$raiIi$i *,*t is ti$. NOTE: EXPANSION JOINTS 10 BE CONTINUOUS ON WALL AND SOFFIT (TYPICAL) SEE DETAIL 1 /Al2 0 COLD JOINTS WILL NOT BE ACCEPATBLE UNDER ANY CIRCUMSTANCES. 2. MESH AS SPECIFIED SHALL NOT OVERLAP AT CONTROL JOINTS 3. MESH OVERLAPS SHALL NOT COINCIDE WITH PLYWOOD JOINTS 4. USE OF FASTENERS OTHER THAN GALVANIZED NAILS WILL NOT BE ACCEPTED 5. SCARIFICATION AS SPECIFIED SHALL ALWAYS BE IN THE HORIZONTAL DIRECTION 6. INTERIOR DRYWALL WILL ALWAYS BE INSTALLED PRIOR TO APPLICATION OF STUCCO 7. DRYVIT OPTION : ci:: #108 MANOR WHITE I #112 SANDLEW000 BEIGE ---- "'--EXPANSION JOINT ENTRANCES SHALL BE IDENTIFIED WITH A SIGN OR STICKER OF THE STANDARD ACCESSIBILITY LOGO. MIOID MONO I/4" SAFETY GLASS FOR DOOR (TYP) 7/8" PROJECTED STUCCO SILL EXTERIOR FINISH SCHEDULE 1. CAULK ALL WALL AND ROOF PENETRATIONS. 2, APPLY TWO COATS OF WATERPROOFING TO ALL HORIZONTAL STUCCO SURFACES ONLY. 3. SEE SPECIFICATIONS FOR NAILING AND REQUIREMENTS FOR 1/2" EXTERIOR GRADE PLYWOOD. 4. ALTERNATE MATERIALS ALUMINUM FRAMING: vista wall (214) 551 --6100 Pouf adler (213) 268 -4230 5. CAULK ALL WINDOW AND DOOR FRAMES AT HEAD. SILL. AND JAMB (EXTERIOR AND INTERIOR). 6. STUCCO FINISH TO BE " LIGHT LAu " AS SPECIFIED BY THE STUCCO MANUFAC- TURERS ASSOCIATION. ALTERNATE: "MEDIUM DASH ", MACHINE APPLIED. 7. ARCH RADIUS DIMENSIONS ARE LIVEN FOR GENERAL CONTRACTOR'S REFERENCE ONLY. 8. DOUBLE ROMAN CONCRETE ROOF TILE TO BE TERRA COTTA FLASHED FROM THE FOLLOWING MANUFACTURERS. LEFT SIDE ELEVATION REVISIONS: WW A8 SEE SHEET A13 FOR AWNING INSTALLATION DETAILS. 2X8 TRIM • r. "1011141A1A1A1 1 ,41110140041011A1011 Al 4,A11A111AIA1A1 RAT* A" Ait *t�jAtA1t#t1A14(01 tAI , I!Ai "l *TAI1111Ath1A1At*IATAi *I A AI IAI*i111A1A1A1A11* A A "1 414 A1A AATAIAIAIIAillTA1A l$1 /011 IA 1 ,1A1A 2l:::AlilAf:,AtAyA1A "AA Oka alb A Ar11111S A tArA1 A►1AiiM1 .4 ;Not ^! L1. 1iy> 1011 SAT tA)b, A►I I*t*t* AI la Alt.. *i *t*IA1 *IA A /1 A1•i*i A *i* At* AAA, *,*!* AIA A,AI*I*TA1A *I04I•!. 1111104/04AtAtAIAIAI* 111*1* AI*IA. 1 *I L *i *t {*)AIAt *I .1 1t *r iAIAt *,*t.. 1*l rA�ArAi IrSaat IAri► *r.i Arri SEE A13 FOR AWNING DET \TLS LIFE TILE RIALTO CA. TEL.. (714)822 -4;'' FLORIDA TEL.. (813)676 -9405 KATY, TX. TELL (713)371 -2634 CASA GRANDE,ARIZONA TEL.(502)836 -8100 WESTILE LUTTLETON, COLORADO TEL.1 -800 433 8453 7/8" STUCCO ON 2X6 STUDS AND 1/2" EXT PLYWD., SELF FURRING LATH, AND 15# FELT MONIER TILE CORONA, CA. TEL. (714)737 -3888 ATLANTIC REGION BALTIMORE TEL. (301)335 -8822 9. W000 TRIM ON FASCIA TO BE "C SELECT" OW-CHOICE) S4S. SEE SHEET A -3 FOR wINDOW SCHEDULE 0 CITY OF TUKWILA APPROVED `JUL A� RUN DING DIVISION EXPANSION JOINT (TYP.) DRWN BY: CNKD BY: BUILD!NG TYPE: PASS -THRU WINDOW UNIT FURNISHED BY TACO BELL INSTALLED BY GEN CONTR..-- DATE: RECEIVED CITY OF TUICWILA 4-23-93 MAY 7 1993 RIGHT SIDE ELEVATION 771711717717r11�111111 'lIIIIIIII1111� 0 16" INCH 1 3 r. 1 ' . I I 11.11 4,1 ` 1411 I I . :11 1 x1`111 .11 11 .,,i 1 111 4.):141,14 i^fi 4 5 6 7 8 NOTE: -if the microfilmed document. is Jess clear than this notice, it is due to the quality of the original. document. 9L st pit CL ZL EL 01 6 011111 911' IIIIlI�,,Jl,t lill( 1111 111111I11111111I1II ,1111,U13fillI11 o£ 6Z 8L GZ 9Z 9Z 111111111111111 111111I1111IIIIIIMI11111I1111 L. 9i s` t C z IL „w p t tt �1j) liI,i1 111,I I! Iii�Ini1 11!u!rtiI,IIt1111II1111I��1u iI!l!1 ii ii1 PERMIT CENTER SCALE: 1/4' CITY OF TUKWILA APPROVED `JUL A� RUN DING DIVISION EXPANSION JOINT (TYP.) DRWN BY: CNKD BY: BUILD!NG TYPE: PASS -THRU WINDOW UNIT FURNISHED BY TACO BELL INSTALLED BY GEN CONTR..-- DATE: RECEIVED CITY OF TUICWILA 4-23-93 MAY 7 1993 RIGHT SIDE ELEVATION 771711717717r11�111111 'lIIIIIIII1111� 0 16" INCH 1 3 r. 1 ' . I I 11.11 4,1 ` 1411 I I . :11 1 x1`111 .11 11 .,,i 1 111 4.):141,14 i^fi 4 5 6 7 8 NOTE: -if the microfilmed document. is Jess clear than this notice, it is due to the quality of the original. document. 9L st pit CL ZL EL 01 6 011111 911' IIIIlI�,,Jl,t lill( 1111 111111I11111111I1II ,1111,U13fillI11 o£ 6Z 8L GZ 9Z 9Z 111111111111111 111111I1111IIIIIIMI11111I1111 L. 9i s` t C z IL „w p t tt �1j) liI,i1 111,I I! Iii�Ini1 11!u!rtiI,IIt1111II1111I��1u iI!l!1 ii ii1 PERMIT CENTER SCALE: 1/4' SEE E -AID FOR REAR ARCH (SIMILAR) 4 h94. 4'4”1 �l I _ - leasample . mow.. LONGITUDINAL (SECTION ZZ CFE151 1 - -� 1 BUILDING ENVELOPE MANDATORY MEASURES INSULATING MATERIAL SHALT BE INSTALLED IN ANY BUILDING ONLY IF THE INSULATING MATERIAL HAS BEEN CERTIFIED BY THE MANUFACTURER TO COMPLY 1M1N THE STATE QUALITY STANDARDS FOk INSULATING MATERIAL. ALL INSULATING MATERIALS SHALL BE INSTALLED IN COMPLIANCE WITH THE FLAME SPREAD RATING AND SMOKE DENSITY REQUIREMENTS OF LATEST APPLICABLE BUILDING CODE. APPLICATION OF UREA FORMALDEHYDE FOAM IS PROHIBITED, A FOUR MIL THICKNESS PLASTIC POLYETHYLENE VAPOR BARRIER, OR EQUIVALENT PLASTIC SHEETING VAPOR BARRIER,SHA! L BE INSTALLED BETWEEN THE FOAM INSULATION AND THE INTERIOR SPACE IN ALL .1PPLICATONS. MANUFACTURED DOORS AND WINDOWS `HALL HAVE AIR INFILTRATION RATES CERTIFIED BY THE MANUFACTURER AS NOT EXCEEDING. WINDOWS Wm/ft of operable sosh crock) NONRESIDENTIAL DOORS (cfm /ft2 of door oreo) sliding, swinging (single door) swinging (double door) 0.37 0.37 1.0 SITE - CONSTRUCTED DOORS AND WINDOWS, EXTERIOR ,JOINTS, AND OPENINGS IN THE BUILDING ENVELOPE 'THAT ARE OBSERVABLE SOURCES OF AIR LEAKAGE SHALL SE CAULKED,GASKETED, WEATHER-STRIPPED OR OTHERWISE SEALED. SCALE: 1/4" = 1' -0" MECUM Ile ND MOW I T NS t11 IM IlltO�t!°. C11 N NW UN NM UMW NNW 01 T'fiE /NIZINICT. OPPOSITE HAND R-30 ROOF BATT INSULATION, PROVIDE MINIMUM 1" VENTED AIR SPACE ABOVE INSULATION. TYP. MODIFIED BITUMEN TO VENTED MANSARD ATTIC. MEMBRANE ON VERTICAL PARAPET WALLS SEE A6. -� TYP. 3- PLY B.U.R ROOFING WITH MINERAL CAP SHEET ON PLYWOOD DECK SEE A6. �� fYP. MTL. FLASHING — TYP. CONCRETE f1LE /' -- R--19 INSULATION • TYP. MOD. BITJMEN GUTTER LINING TYP MTL FLASHING --- CEDAR TRIMS AWNING BY SIGN SUPPLIER SUSP. CEILING SEE A4 STUCCO FINISH TYP. 7/8" ON 1/2" PLYWOD ON 2 X 6'S 16" O.C. W/ 12 -19 INSUL. STUCCO FINISH OVER 2X6 WOOD FRAMING. SEE WALL SECTIONS. 4" CONC. SLAB ON 6 MIL POLY VAPOR BARRIER ON 4' COMPACTED GRANULAR Fl R -10 RIGID INSULATION SEE A2 FOUNDATION PERIMETER. 1 .M.... .■••••,.. ..r .. ... W .m.,..... CITY OF TUKW11.A APPROVE 'JUL 1993 FILL►!. ING D iSION JOS BUM- TB: 06-628 BCR: 9261 i 1 CITY OF TUKVVIiA TRANSVERSE SECTION YY CFE15D MOINIONNICRIESAINIVIEWRIZEISIZOIMANSIOVINSISMIP 111111111111 11111 IIIillillllt ►If1I►IIIIIIIII►IU!.I.IiIIII+ 0 16 THS INCH 1 2 1473 4 NOTE: notice, 06 6Z 8G GZ 9Z 5Z t Z EZ ZZ lZ () IIIIIIII1111IIIIiil11111111III1Illillni111111! 11i111I11i11111LI6 1111I .1111111111111II11. thill !1 III III 11 1 1111 .III 'ail Ii II ti.II III'" 1 I .1I 11 s f the microfilmed document is less clear than this 1r. is due to the quality of the eriginal document. I!1 6l 9l CA 91 9l 471 £l Zi 11 �� 6 1111 n1111011 11111111� {>>111 nl i� jiliVIIIli{l ill111111.111111111,1111W11ItIii n hill MAY 7 1993 SCALE: 1/4" = 1' 0" losiorattas r'- ti Ix 8 CO 1 0 CC 0 4 A WATER PROOF HORIZONTAL STUCCO PER DI V. 9 STUCCO SDEC (TWO COATS) 0 TOP OF FRAMING EL 16'_!0 1/2" `: v ?' -4' TYPII;AL "ARCH" SHEATHING: 1/2" CDX PLYWOOD YW1H 10d 6" 0/C 0 EDGES AND 10d 0 12" 0/C 0 FIELD 2- LAYERS 3/8" EXT. CR. PLYWO. BENT TO RADIUS TOP OF ARCH EL. 14'..9' JSIMPSON WB126 PER ROOF FRAMING - PLAN SIMPSON V8126 PER ROOF FRAMING PLAN FIELD FRAMED ARCH TOWER STANDARD ,- 1 2 VEN r HOLE CENTERED E. SPACE STUCCO SCREED & COUNTER FLASHING 10d 0 4" C SIGN CAN SEE SHEET #A13 FOR HEIGHTS STUCCO SCREED & COUN TER FLASHING MODIFIED BITUMEN METAL FLASHING 2X4 WOOD LOCKING R -19 INSUL. 3/4" PLYWOOD OVER 2X4 LEDGER EACH SIDE. SLOPE TOWARDS TILE AND EACH S!DF: OF TOWER TRUSS 13RG. HEIGHT EL. W0' -4 1/2 A SIMPSON H IM A -35 �... EA TRUSS TYP ad.. .�1►�►l, ir 46 BEAM 2X8 BLKG BETWEEN TRUSSES W/ 2 16d 0 6" O.C. R -30 FOIL FACED INS. (1YP.) 10d 0 6" O.C. 1/2" CDX PLYWD. WI 10d @ 6" O.C. EDGES & 101 12" Q.C. 0 FIELD 2X8 BLKG. BETWEEN TRUSSES W/ 2 16d 0 6" SIMPSON A-35 2- LAYERS 3/8" EXT. CP. PL' O. BENT TO RADIUS 3/4" EXT. GRADE PLYWO. CUT TO RADIUS 1' FIELD FRAMED TOWER STANDARD. MODIFIED BITUMEN BASE FLASHING 3/4" PLYWD. 0/ 2X4 LEDGER EA. SIDE SLOPE TOWARDS TILE & E:A. SIDE OF TOWER 2X WOOD BLOCKING EACH SIDE Or 4X WOOD POSTS- TYPICAL. - •CON T. 2X4 HIGH POINT OF ARCH EL. 8' -6" 5 1 /8" CLU -L.AM BM. SEE A5 FOR SIZE R -30 FOIL. FACED INS. (IYP.) 8" DEEP 6x10 BEAM SOFFIT VENT PREFAB. AWNING SEE DETAIL. ON A1,3 R -19 INSULATION 7/8" STUCCO OVER PAPER BACKED METAL LATH OVER 1/2" EXT. GRADE PLYWOOD TOP OF DRIVE -THRU WINDOW E!_. 5-10 3/4" 1/2" SUSPENDED 14r Yt_ CLAD GYPSUM CEILING 2X4 BLOCKS. 0 24" 0.C. - - -_�--� FLAT CEILING FOR WIDTH OF TOWER 7/8" STUCCO OVER PAPER-BACKED METAL LATIN OVER 1/2' PLYWOOD. TYP. FIBER . BOARD BAFFLE MAINTAIN VENT SPACE OF 2" CLEAR S1M� d SIM A. -35 (1) 2"' VENT HOLE-' CENTERED EA SPAC 1*A I` . )144 r44. 4 .L47 IlriPAVAUFAVA1PAYAVAV t Sri i, i le ;r DETAIL 2x4 BLOCKING TOP & BOTTOM AINTAIN CONT. AIR SPACE 2X4 FLAT VERTICAL EA. SIDE OF TRUSS - R -19 INSULATION l/2" EXT. GR. PLYWO. W/ 10d @ 6" O.C. BOUNDARY EDGES, 10d 0 12" 0.C. FIELD R -30 BA.TT INSULATION SECTION 2X6 CONT. PLATE &X6 HEADER ALTERNATE 3•-2X6 W/ 2-1/2" PLYWOOD SPACERS 2X BLOCKING 0 CEILING .- LINE OF ALL WALLS--TYP. 5/8" F.C. GYP. BOARD ALUM. PASS --THRU UNIT FURNISHED--- BY TACO BELL & INSTALLED BY C.C. (SIM. DET. F /Al2) TYP. WALL CONST. 78" STUCCO ON ID PAPER BACKED METAL LATH. m 1/2" EXT. GRADE PLYWD. & 2X6 STUDS 0 16" O.C. 1 HR ASSEMBLY ORIVE - -THRU WINDOW SILL EL. 3'w0" TOP OF FRAMING EL. 2' -8" R -19 BATT INSULATION ZINC ALLOY BASE SCREED TYPICAL ALL EXTERIOR STUCCO. CITY Or TUKWIlA APPROVED 'JUL 6 993 AS Roa DING DIVI ON TOP OF SLAB EL. D' -0" w a 0. SEE SHEET A2 FOR TYPICAL FOOTING DETAILS RECEIVED CITY OF TUKWILA JUN 2.3 1993 ARCH FOOTING BEYOND SEE SHEET A-2 FOR FOUNDATION & SLAB DETAILS PERMIT CENTER ARCH FOOTING BEYOND icitotWED MO APPROVED FOR .STINKRMAL OEMS ONLY SCALE: 3/4" = 1' -0" WALL SECTION .. ... -.. •.. ., ... ... .,� .. 1..=7 . , -; .: .'.. .�,0:""- ..fl...'..� ,. .. F f / '. o is � �e �.. !x �.yY .. :,'•�w. .. ,�• � � ,..,x a �r < :✓ •^!�. � �` ..,'.i �' {{ 11111 ? 1 ,. .. ., 5 :v.. tip.... ...,. �IIIIIII' IIIIIIIIIIIIIIIIIIlIl11�1I1i111I1111 ..I�1.11111111111 k ll, (VIII it 11111 ` ; III Ij I II 1111111/1 1144114111i II h 1111111111111111111111111 IIII�IIIIIIIII ? 3 4 5 6 I 7 a p 147HSINCH 1 9 10 11 12 r_..,.. :..,...++._ _. _... +._ MADE NIGERMAflY + NOTE: If the microfilmed document is less clear than this . > notice, it is due to the quality of the original document. SCALE: 3/4" = 1'- 0" WALL SECTION OE E1Z 8G LZ 9? Sz bz eZ ZZ la OZ 6c 8L LL 1111111111i111IIf ulIi111I III; IIIl IIIII;�;illllii��l;i;a;n;�l;;ll l>� 1 1111 Ii,4111111 ,l 411111111111101 C Iv —' JUN24 199: RDSiERR FJSAI BUILDING ' ire Pir4704{10 REVERSE JOB NUMBER: °A c': 4 -23 -93 bt Cl zL LL 01, 6 8 L 9 I 111 WW ill. 11 II JI 11111111111111I1II!lll, 1liljl(111111I 11.11 111 011111111l111111!IIIIIJ;i IILIII! nnihillillifil ilh u 11 SCALE: 3/4" = -0" 2X4 9LOCKING TOP & BOTTOM R -19 FOIL FACED BATT INS. (TVP.) FIBERBOARD BAFFLES. MAINTAIN 2" VENT CLEARANCE 1/2" CDX PLYWOOD W/ 10d 0 6" O.C. ® EDGES & 10d 0 12" O.C. FIELD 5 1 /8 "X GLU -LAM BEAM SEE SHEET #A5 FOR DEPTH CUL PJRED MARBLE /CORI AN - • - ---- TRIM- TYPICAL TILE WAINSCOT SEE INTERIOR DRAWNGS DEL SECTION 1 PREFAB AWNING W/LIGHI TO BE ��__� INSTALLED BY �AWNING SUPPLER EXT GRADE PLYWOOD -PAINT WHITE // L-- SEE SHEL : A --2 FOR FOUNDATION & SLAB DETAIL - TOP OF ARCH & TOP OF FRAMING EL. 1E' -10 1/2" 3/4" PLYWD. CUT TO RADIUS FIELD FRAMED ARCH TOWEP. SfAND:\RD. ENTIRE: ARCH, INCLUDING SIDES TO BE FIELD FRAMED BY G.C. SEE SECTION B /A9. --- WATERPROOF HORIZONTAL STUCCO PER STUCCO SPEC. USE (2) COATS 2 LAYERS OF 3/8" EXT. GRADE PLYWD. BE-IT TO RADIUS 3/4" PI_YND. OVER 2X4 LEDGER E.A. SIDE. SLOPE TOWARDS TILE & EACH SIDE OF TOWER 6x8 ef:AM TRUSS BRG. HEIGHT EL 10' -4 I /2" CONT. 2X4 BOT. OF ARCH EL. 9'--6" 3/4" EXT. GRD. FLYIN). CUT TO RADIUS ENTIRE ARCH TO BE SHEATED W/ 1/2" PLYWOOD. STUCCO SCREED & COUNTER FLASHING G SIM A -35 -- -__ 1/2" EXT. GR. PLYVID. FIELD NAIL TO TRUSS W/ 10d 6" O.C.(BLOCK£D) - R-30 INSULATION R -30 INSULATION R -19 BATT INSULATION (n?•) SIMPSON U26 EA. TRUSS 7/8" STUCCO 0vER PAPER ----- BACK METAL LATH OVER 1/2" PLYWOOD. 2X4 Q 24" O.C. FLAT CEILING FOR WDTH OF TOWER TOP OF SLAB EL. C' -•0" L_ 1/2" EXT. GR. PLYWD. 1ti'/ 106 ® 6" O.C. BOUNDARY E 'GES, l0d� 0 12" 0 C. FIELD.(BLOCKED) i•� i_1. ,r 1W I 1/2" SYSPENDED ANYL CLAD - GYPSUM CEILING 2X6 CONT. PLATE SIM A - -35 SEE DE TAIL TYP. WALL CONST. 7/8" STUCCO ON PAPER BACKED METAL LATH. 1/2" EXT. GRADE PLYWD. & 2X6 STUDS ----r' R -19 BATT INSULATION 654 t/84•6(L12.0(eV9 L--. SEE SHEET A-2 FOR FOUNDATION & SLAB DETAILS ZINC ALLOY BASE SCREED TYPICAL ALL EXTERIOR STUCCO JUAN 23 1993 PERMIT CENTER REVISIONS: DRz BY: CHKD 8Y: • 4-23 -93. CF0268 CF0263 SHEET NUMBER: SECTION • SCALE: N.T.S WALL SECTION • 111I. I -i111 Ijl I 111 j ICI I I11 1ICI I Ii11i lI I !:i j I.1I .'`� �`1 ��11��I 0 16MS INC14 .l 2 3 4 .. I 'F NOTE 0€; 6? 8G LZ 9z sz 47Z CZ Z��Z 11111111111111111 111111► 111111111' 111111111111111111111111111 ,IIIIi .11111LIJlllllll SCALE: N.T.S. '11 Kill 111 5 6 7 €3 If the.Microfilwed document is Less clear than this notice, it is due to the quality of the original document. WALL SECTION 1 1111 1 11111111111111111L1111111111 .111 10 11 IADEINGERMANY 12 4, 91 91 hl Cl Zl 11 0i, 6 8 G 9 s +y £ Z l NW 0 � I 11111III�1,�1!lllllll, �i II�"�,IIIIl11( 1111JiI llll�(�I�II�III�I���!I(�1► I > i►illll� lf(�!I 111111111111ifillinlIMIIIII111111LIInII111I111111I1111111IIIIII SCALE: •N.T,S. ',. 111161,11 1 • 4 1 /4"x4 1/4" CERAMIC TILE ( TYR) /, PAINTED GYPSUM BOARD 6111111111111•11111•1111111111PONIIIIIIII 11111111M•11•1111111M•111111111.• ELFCTRiC PAIlEt.S• CERAMIC TILE FRP --- .7- 4 /45;4 1 /4" CERAM■C TIE (PeP.1 STORE- OPENING - PL AQUE KITCHrN - TILE FRP o)) \Y\ 7, 4\8z) HAND c.'3INK, - \ _JJI I 1•1.1 F-• /'• 21> "to CABINETS BY C - 1 4 <•€) \ CERAMIC TILE WAINSCOT •INBOINLINIVII70111•21110:11111*SX 1661111611•161116,7116116611111111M1091161 5" QUARRY T1: - \ ' - n COVE BASE TYP 5 B" 0.C. in 31 ou APRY T;;.E BASE TYP.) I__ SERVING AREA 102 WORK AREA 104 16111:6•111 'WNW.% V.,....1111■1110•101111001tlit ASS 'Jou: :"..;"-io 15'-2" 7 EQUAL SPACES OF ACCF.'IT I,LE STRIPES SUP°: 1E:D AND ;INSTAL:5'D BY /rRP HOOD -- , A'NTLD YPSUM BOARD 22 CA. ST L'iPLESS STEEL TCE TE BOARD D." 0.0. L CER AM C, ..- ' A F.F TO BO ri-CAI w......... 7;'..E STRIFi. AT 4'.- 0" ( 21)• ('RAC 711..1,-, SIPIPE SEE. 0'E TA - D./Al2 <55> / ASE 1."P r CER AY: CI 1 ; 4',;ANSCOT!fIC LIN4, TITTT THE DEM AND OVALS DISCLOSED HEREIN ARE THE EXCLUSIVE PROPERTY Of ARCHIEcT AND SHALL NOT BE REPROOuCED IN wrsal OR IN PART 'MOUT IHE PRIOR WITTEN CONSENT OF BE NittriECT. \ 1 — ---- - :1 1 -N.,_ ------ T;LE D;E OA TH . :::-ri. T ACCENT COLOR P ATTERNS \ SEE DE.TAL !4 lAl'i 4t, ))! -L.! c'E SPELT :1)-- ') KITCHEN 103 /AN LOC A TIO!-■ OF FA-ORK CUSTOMER 101 ram am / 1111111111111 mimaa. mamma mom! OINKS III , 1 I --a- , 1111111-`! Mgt. 11111111111111 , \ \ \ , t 1111111111111 7 11111111111111 II VII UN a , 1 , . • 1111111-`! Mgt. l'--6 11 a T ii 11111111111111 MUM. 1111111111111 II II I I 1 1 , . • VENS RESTROOM WOMENS RESTROOM 108 BOSS /1, SEE DE' 0 (-) REMSIONS: TING T1MECI OCK PANEL OPEN - r7rinttnt QUARRY TILE L.i BASE (TYP.) L2 ] OFFICE 109 PANTRY 106 2111214 3 1 NOTE, TF1 GENERAL AND ',NSTAI.L. ,ASSOCI TE_D 'S1 At OONAC TOR SHALL SUPPLY NDOW COVER1NGS AN, ALL ATER! ALS AfD LABOR VUR tNDO/ COVER!NGSD ARE "TO BE PROm1DED AT ALL C,;i!•;ING fRC.:CM ',Pv'I-,DOWS XC.r_F.A.T L-OR E1OOR Sii)E.LI 717 S. /ND OW CO \:ERINGS TC BE: `,.4.!!‘4471L:.'1DS L VETI.OR (R'ilERA) 7.1 - AJ.40rJ) COLOR. SET Da Dji. ON SHT. ID ro RCKF1 SUPPORT CCNT RAC TOR TO PROVIDE 1" MiNIBIJNDS. SEE ID2o FAINTED GYPSUM BOARD DRV BY: CHKO BY: BUILDING TYPE: idr10440) REVERSE JOB NUMBER: TB: 06-628 8CR: 9261 Ea= ELLEELL1 TILE: BASE TO BE INSTALLED TO PLANTER AF TER INSTALATION BULLtiOSE CERAMIC TILE AC.CEN T STRIPE CERAMIC WAINSCOT BULLNOSE CERAMIC ULF. ACCENT STRPE:. RECEIVED CITY OF TUKWILA SHEET NUMBER: , 111 1 1111111111,1 1 ;pH 1 1 ! 2 "01/3 4 5 6 7 NOTE: If ihe microfilmed document is less clear than 0 16THS INCH ifl.V1'141t1T11114441111111111111111111111111111-111111111111111 9 10 11 MA0E111 GERMANY 124 — this f. • notice, it is due to the quality of the original document. • 0C 6? 9C Z2 9Z Sz 17Z • CZ ZZ oe 61 91 LL 91 ciL 171. CL 31 LI, 01, 6 8 11111111,jij1,114116,4111[11111111LIIIIIIIIIIIIIIIIiI111111111111)1111j111111,111111„ • . „ 9 S 7 C . 0 Itil,m11.1;;;Im 1111;11 imilin,11; ;;;; 1;;;;11 11 ;HI; masiatox PERMIT CENTER DINING 100 9■ FRP EMPLOYEE ROOM 110 STORAGE 1 1 1 __ FRP WALL v FINISH FRP WALL FINISH WATER HEATER W, /DRAIN PAN L.0 [3 UTILITY 112 SERVICE 115 TYPICAL CERAMIC 11LE STRIPES •...SIEl..LILaa.aURRr a.iRrr rrlrrryrrrRrrr r:asar:yslea rrrMV ■ELSE; S :�YNII: iomits* • :Liar it rarM or rims' 1 QUARRY 11LE BASE (TYP.) RESTROOM VESTIBULE 116 REVISIONS: ✓..�. l.. .:. ..i ..may . i...t u-r .. � .,:... 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TO BE CENTERED AD225 3 " =1' -D" AD119 WINDOW HEAD /SILL ALUMINU i1 WINDOW SUBSILL JAMB AT MENU BOARD ARCH WINDOW FRAME PLASTIC LAMINATE UN 3/4" PLYWOOD OR 45# PARTICLE HOARD 2X4 STUDS 16" O.C. CONNECTED TO ROOF STRUCT. 1 2X4 LAID ACROSS TOP OF TRUSS :OTTOM CHORD - 1X3 CLEAR WHI TF PINE EACH ENT: AND FN TIRE BACK HEADER '- SEE FLAN `;HIM -1, 2" EXT. GRADE PLYWOOD CONT. 2X4 BLKG. THE OESLGN AND DETAILS DISCLOSED HEREII ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND SM. NOT DE REPRODUCED IN 1144OLE OR IN PART ViTHOUT THE PRIOR WIT1EN CONSENT OF THE ARCI IECT. -_ 'ZI_ Z17- - 1 3/4 "a4 1,'2" ALUM. FRAME W. 1" INSUL ATlNI, GLASS ': All; ' `. 1 3/4" X 4 1/2" ALUM. FRAME, 1" INSULATING GLASS SIDE LITES BY GENERAL CONTRACTOR -- KITCHEN CLG. - 3;'4" PLYWOOD OR 45# PARTICLE_ BOARD END SUPPORTS W'P1..A.3 TV', AMINATE SIDE`.; ANL FRONT EDGE FOR FREE STANDING ('i)', INTERS .- SET WINDOW FRAME MASTIC/SEALANT ME !AL FLASHING W/ ALUM. SUBSILL DRIVE -UP WINDOW UNIT "OUICKSERV" MODEL FM -1 SUPPLIED BY TACO BELL & INSTALLED BY GEN. CONTRACTOR 5/8" GYP. BD. WALL WITH FRP. LOCATE BLKG. AS REQ'D. TO MATCH LAGBOLT HOLES. --� CONT. 2 -2X4 2 EACH 2 1/2" X 2 1/2" ,. `,'F" ANGLES AT EA! :H ENO SUF'P()RT AD135 AD214 1 -- /2 " =1' -0" A11112 AD141 3/4"--1:-0" COUNTER DRIVE -THRU WINDOW EXPANSION JOI DRIVE -THRU WINDOW MENU BOARD -- 5/8" F.C. ':YP.ST.Y. (;'7RNF:k 7/R" ST:.ICCO SOFFIT - 'AL TRIM :A.''K. A I': '.r - • • "HIM IN1UI- ATIN'- .. , t /4" X 4 1 J2., ALUMIN' IM FRAME NOTE: SET SAFE ON TOP OF FLOOR TILE. DISTANCE FROM FINISH FLOOR TO BOTTOM OF COUNTER TO BE 2.-7 1/2" 7/8" STUCCO OVER PAPER -- SACKED LATH SAFE TO BE ANCHORED TO FLOOR BY MFR.: GARY SAFE: ATTN: DIANA DUNN (213)376 -3418 --HOLLOW METAL DOOR AND PRESSED METAL FRAME MAJOR SAFE: ATTN: JERRY RENFRO (213)724 -5880 NOTE: PROVIDE THE FOLLOWING HARDWARE FOR EACH CABINET DOOR: 2 EA. STANLEY 1588 HINGES 1 EA. STANLEY 4482 KNOB 1 EA. STANLEY SP35 CATCH INSTALL CASH DRAWERS —PLASTIC LAM. (LP -1) ON 3/4" PLYWOOD OR 45# PARTICLE BOARD PLASTIC LAMINATE 1X2 CONT. LEDGER HF -AD SAFE QUARRY TILE TO BE CONT.IJNDER SAFE HO1_I. OW ME TAL L'OOR AND PRFS::;E: METAL FRAME x P s I .,I,; - - ME TAI_ .HRESHOLD j I+ I OLIARRY TILE FINISH - _---- .�_.L= xx7')N CONCRETE SLAB p. =�� t PRE-MOLDED EXP. ' JOINT OPEN PROVIDE PLASTIC' PLASTIC: �y LAMINATE BACK WHEN MINI 'LINE NOT INSTALLED 1•lS I! •1e,j1 ii '.JUARRY TIE I!';ISH B A • • L _A c v 1` v Pr`L M: LLE ; EXP. JCiIN' ' NARROW STiL.E: ALUMIN! IM DOOR AWL: EF AME METAL TNRE:H0LD • K. k. A0129 NO SCALE AD213 II 172 HARDWOOD FRONT FRAME 3/4" PLYWOOD SHELF W/EDGEBAND AT CASH DRAWER OPENING 1X2 SHELF SUPPORT ;:, AT MULLIONS 3/4" PLYWOOD SHELF AND BOTTOM W /EDGE BANDS 3/4" PLYWOOD OR 45# PARTICLE BD. DOORS AND CLOSURE PANELS WLPLASTIC LAM. ON FRONT, BACK & EDGES 2X6 BASE 1 =1' -0" RE I1SIOf' S SAFE INSTALLATION' WORK COUNTER HANGEF HINGE t.O. f.,9 VICTOR ST. T {)LIIS,MO 63104 - -60O - 325- -999f. FAX ;',14.-772-440G 4X4 +)AK JAMB BY SEATING VENT./OR, STAIN TO MATCH COUNTER BULLNr:,SE. LAG f3G'4_T TO WALL W;' 1,'2 "X6" NOTE: ALL DASHED INFO. TO BE SUPPLIED INSTALLED BY SEATING VENDOR /�~ COUNTER TOP SUPPLIED AND INSTALLED BY SEATING VENDOR 2X4 CON TINUOUS 5/8" F.0 GYP. BD. COUNTER '•?C'(:P SIJPPLIE[: AND 1ni= TALLE :L; BY • ..S ..- SEATING 'JFNL ;`)R MAGNETIC LATCH AND STOP BY SEATING '.ENDER '' RE CFESELL ':A.i ILKING BARK BRONZE ALL AROUND FRAMIN' CITY Of TUJKWILA APPROVED `JUL 1993 /1/2" PAINTED PLYWD. BY Q& __ /���•�'� �. , ��`'� -- -- TO BE INSTALLED F?! III DING DIVISION AFTER COUNTER TOP DRM BY: CHKD 8Y: HOLLOW METAL DOOR AND PRESSED METAL FRAME 2.-0" JAMB NOTE: REAR ENTRANCE DOOR FRAMES TO BE ANCHORED WITH LAG BOLTS INSTALL JAMB AND HEAD STUDS JAMB DOOR FINISH TO MATCH COtINTER DIE POTON' ICON (IINGE \` •1 LINE OF TRIM @ D00R FIN TO . CATCH COUNTER L 3' -t; 1/2" (TAPE AND SAND GWB SMOOTH - -NO PAINT) - - --- - -..._ COUNTER DIE. ON 5/8 GYP BD ---- ... 6' BULLNOSE TILE BASE SEE SHEET ID2 3' -5 1/4" A0132 1- 1/2 " =1' -0" A0131 1 -1 /2 " =1' -0" 5/8 "TYPE "X" GWP.BRD.ON .2X4 WOOD STUDS @ 16" O.C. --- APPLY FRP FINISH. ALL EDGES SHALL BE J. BEADED NOTES: 1.G.C.TO PROVIDE KNEE WALL SUPPORT AND COORDINATE WITH SEATING VENDOR TO PROVIDE AND INSTALL COUNTER TOP AND DIE. >: " p 4`. 2INSTALL GYP.BRD.(ON KITCHEN SIDE)ONLY AFTER SERVING COUNTS J�i're, �' IS INSTALLED AND SECURED, �� ;4 ;y AD218 AD216 JOB NUMBER: TB: 06 -628 BCR: 9261 SHEET NUMBER: REAR EXIT DOOR ALUMINUM DOOR •Y 5'�ir4r. .ft �`'` � f.ti'1 Y+ �t rT: YS .n y DOOR COUNTER PLAN t.. ... -, _... �'.- '..,.� .. C L� �''.._ f 4 JJ.�'J /. r •{ ,.tee.. t I I .r jl -..i j)Y -.3. 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FPM --75 -150 2 LAYERS OF 3/8" PLYWOOD \\`5 1/8 "X CLB (SEE PLAN) CONT. 1X4 PAINT _CONT. MATCH STUCCO CEDDR ECC 5 1/4"--6 -.6X6 l POST AD155 NO SCALE 1/2" EXT GRADE ' PLYWOOD, PAINT NMITE 1" X 4" NAILER' FOR AWNING A0200 - -- CON r. 2X6 ! ~----- ._-....__.._•_PREFAB AWNING SEE DETAIL L/SHEET A13 FOR TYPICAL SOFFIT \ENT AD219 1/4 "^ ' -0" GL B-- -ROST CONNECTION FASCIA W/ AWNING SHEI'sJ A13 FOR TYPICAL SOFFIT 'IEtdT ARCH FRAMING J -8OX BY E.C. SEE PLAN E2 FOR LOCATION WOOD TRiM EQUAL EQUAL 1" MAX / STUCCO SCREED/ REVEAL CONT 1X4 PANT TO MATCH STUCCO (CEDAR) ' - PAIN'T AltITE - PREFAB. AWNING --`-- W/ LIGHT TO BE INSTALLED BY AWNING SUPPLIER 2 LAYERS OF PLYWD BEND TO RADIUS OF ARCH r '(TOP LAYER TO S1OP CO END OF PROJECTED SURROUND PER EXT. ELEVATIONS) 4X6 WOOD POST - ----- -- 1 4 3/8 ", CC -5 1/4"--6 ------STUCCO FINISH GLULAM BEAM CONT 1X4 PAINT TO MATCH STUCCO ELEVATION AD156 NO SCALE AD204 A0151 3/4"-1'-0' GLB -POST CONNECTION SOFFIT W/ A \t/ N I N G ARCH FRAMING / CONTRACTOR IS RESPONSIBLE FOR TRUE SQUARE INSTAL- �. LATION OF 1 "X TO / ACCEPT AWNING. r -�� SHIM AS REQ'D. `k J -BOX BY E.C. -" - --SEE PLAN E2 . FOR LOCA LION WOOD TRIM W /3 --10d 10 EACH TRUSS STUCCO SCR..7D/ REVEAL SIMPSON A35 TYP. EA. VERT. STUD PAINT WHITE MAX ----STUCCO FINISH PREFAB. AWNING W/ LIGHT TO BE INSTALLED BY AWNING SUPPLIER T.S. SEE PLAN wnnn 1ArAM SIM HUC610 (HCU46 D'THRU) 6X10 HEADER (4X6 @ D:THRU) 4X6 POST _�•- (4X4 D' THRU) 2X CRIPPLE - lx BLOCKING — T.S.(SEE PLAN) SEE DETAIL C /A2 FOR BASE DETAIL 2 LAYERS OF 3/8" PLYWOOD BEND TO RADIUS OF ARCH AD220 NC SCALE AD202 AD152 O EEI T vu A W N H G ARCH FRAMING 8 "X16" MILL FINISH EAVE /SOFFIT LOUVER (BY' AMPCOR OR 'ALCOA BLDG. PRODUCTS) WITH INSECT SCREEN. LOCATE EVERY 8' -0" O.C., COORDINATE' Wi114 ELEC. J -BOX LOCATIONS.PROVDE BLOCKING AS REQ'D FOR INS!ALL ATION - - -__. -a - 2X8 WOOD TRIM. ------ -CONY, 2X6 'w /3 -10d TO EACH TRUSS STUCCO SCREED/ REVEAL CITY OF TUKWILA APPROVED 'JULIA, 1993 81.4,A RECEIVED CITY OF TUKWILA JUN 231993 PERMIT CENTER ELEVATION L' u.iun1Ra0:MM 1" MAX CONT 1X4 PAINT TO MATCH STUCCO PLAN i PAINT WHITE PREFAB. AWNING LIGHT TO BE INSTALLED BY AWNING SUPPLIER MIMING TYPE: 1a121t71'd REVERSE A B `TTOTAL f{ 16d NAtI 2" 1 3/4" (2E 4€ 1 /2" I?IA MB 4" 3' i$ 48 CONT 1X4 PANT _- --� - -" TO MATCH STUCCO �t WOOD STUD WALL JVI/ INSULATION 4-23-93 AD159 NO SCALE A0203 1- 1/2" --V-0. TYR, CHORD SPLICE SOFFIT W/ AWN' ar I t a I I i Il I i jl iI Il 1l Il 1l 1 l Il 1 i l l 1 m 111 I� 1 I I 1 Il! 1 , I ililll 17111 1 1 t 1 1 171 0 16 THC INCH 1 2 ior3 5 6 8 NOTE: If the microfilmed document is less clear than this notice, it is due to the quality of the priginai document. / 6Z Se LZ 9Z Se hZ ' CZ ZZ tZ I �l1111111! 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OF R.LUMINi#CE IIItotiGiEDUT ' AREA • IF )1.1E :cootRoi. usEtl SwITCHING YNIFI ,*PARATE -"Wiester1100 STS?Sk; ADJUSITANT •SHALI.,AJLOW SUFFICIENT sePARA1101c or '01411AND 'OW' POINTS 10 PRVENT CYCIE+0, NOTES: UGHTING;VARING, FIXVRIASHALL CONFORM TO MANDATORY UTING SYSTEM MEASURES THIS SHEET. • (1) ONE,;-1440 OR Mitt 'LAMP-FIJJOREsciENT OMINAIRES. , REMO MOUNTS) 10 FEET' EAO qfHER OR PENDANT OR SURFACE MOUNTED WITI.IFN • ONE(1)FOOT''OF EAof s,i#.11."11E-JANDEU W1ROD • '10 ELIMINATE UNTECMSARY USE ;IF sox LAvp. BALLASTS. TANDEM vocatictONSIS.T5' OF PAIRS OF LUMINAJOES 'OPERATING WITH ONE LAMP *IN A UJONAIRE POWERs) firiotal A siNag ,1*0-1..AMP BALLAST CONTAINED IN A SECOND LUMINA/Ft IMISIVERBIEfin CLOCK. TC-1' 'or"- SEE 'NOTE 10 ON SHEET El. IkMc CLC4K 4 TO. RE' SET' FOR ,4011..Rq`OF.S.TORE 'OPERATION.' • ----'SPEAKER PEDESTAL- PULVLEAPiiRE THOU CONRECTIQN BY SOUND StEM coNToKdro -•'' • r • '1/V'tONDUIT . poiER DIA. TO ImspE AT. 61. ,7" cAoINEr- • • vi...•014 TO INSIDE AT • AT ORDER WINDOW' SHEET NOTES CITY OF itiKWILA APPROVED 'JUL 6 1993 AS NOTED 80II DING DIVISION OCONOUIT & CONDUCTORS DOWN S/S SHAFT TO PREP UNE. ME %mei. r-i. ()foam' IS SUPPLIED WITH & MOUNTED IN EXHAUST Iri000 PREVARet 4-30X. . . -7,-offotocui.--mouNT :..'oi' oproll soc_ a 6010INGJONG y skoithi;', . ' }FIXTURE & SW1101 SUPPLIED MTH & MOUNTED IN COOLER PANEL ' )ELECTRICAL'CONTRAMCIR SHALL INSTALL 2-8* DIA XS OHM LOUDSPEAKERS W/ omits AS SHOIAN ON ,PiAN. STOB-OLIT LOW VOLTAGE AIRING IN OFFICE FOR MUSIC SYSTEM IN 3/4* CONDUIT.. SPEAKERS ANC MUSIC SUPPLED BY,TAIX) $W, INSTALLS) BY EC. INSTALL MUSIC MACHINE BY CONNECTING SPEAKER 10 IDENTICAL. C-OLIMED WIRES ON PLUG (W/ WIRE NUTS) SUPPLIED W/ MUSiC Mg/iiNE M41:1 PLUG INTO MUSIC MACHINE SEE Sin PIA FOR LOCADON AND ifAse orrAn.s. 0) r rim & (1) lit DIA CONDUITS TO vasa FOR SPEA(ERS, FCR POWER AND COINUNIOATION. )2* CONDUIT DOWN S/S SHAFT TO PREPARATIE41 UNE, SEE SHEET E-1. )2'-0* x 4'-0* RELIEF GRILLE' ADDLE MINI PREP-LINE )HEAT DEIEC1'OR LOCATED AT HIGHESTLIEVATION INTHIN mum SPACE. )DUCT SUCK DETECT-OR LOCATED is WAG SUPPLY OR RETURN PLiNUM RISERS. COORDINATE. WITH HVAC CCNTRACTOR.A . A • CONTRACTOR TO COORDINATE AND PROVIDE HOOD/EIRE SUPRESSION SYSTEM INTERLOCK REQUIREMENTS TO. BE VERIRED WITH LOCAL AUTHORITIES. THE ELECTRICAL PACKAGE, INCLUDING SITE LIGHTS. 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OF R.LUMINi#CE IIItotiGiEDUT ' AREA • IF )1.1E :cootRoi. usEtl SwITCHING YNIFI ,*PARATE -"Wiester1100 STS?Sk; ADJUSITANT •SHALI.,AJLOW SUFFICIENT sePARA1101c or '01411AND 'OW' POINTS 10 PRVENT CYCIE+0, NOTES: UGHTING;VARING, FIXVRIASHALL CONFORM TO MANDATORY UTING SYSTEM MEASURES THIS SHEET. • (1) ONE,;-1440 OR Mitt 'LAMP-FIJJOREsciENT OMINAIRES. , REMO MOUNTS) 10 FEET' EAO qfHER OR PENDANT OR SURFACE MOUNTED WITI.IFN • ONE(1)FOOT''OF EAof s,i#.11."11E-JANDEU W1ROD • '10 ELIMINATE UNTECMSARY USE ;IF sox LAvp. BALLASTS. TANDEM vocatictONSIS.T5' OF PAIRS OF LUMINAJOES 'OPERATING WITH ONE LAMP *IN A UJONAIRE POWERs) firiotal A siNag ,1*0-1..AMP BALLAST CONTAINED IN A SECOND LUMINA/Ft IMISIVERBIEfin CLOCK. TC-1' 'or"- SEE 'NOTE 10 ON SHEET El. IkMc CLC4K 4 TO. RE' SET' FOR ,4011..Rq`OF.S.TORE 'OPERATION.' • ----'SPEAKER PEDESTAL- PULVLEAPiiRE THOU CONRECTIQN BY SOUND StEM coNToKdro -•'' • r • '1/V'tONDUIT . poiER DIA. TO ImspE AT. 61. ,7" cAoINEr- • • vi...•014 TO INSIDE AT • AT ORDER WINDOW' SHEET NOTES CITY OF itiKWILA APPROVED 'JUL 6 1993 AS NOTED 80II DING DIVISION OCONOUIT & CONDUCTORS DOWN S/S SHAFT TO PREP UNE. ME %mei. r-i. ()foam' IS SUPPLIED WITH & MOUNTED IN EXHAUST Iri000 PREVARet 4-30X. . . -7,-offotocui.--mouNT :..'oi' oproll soc_ a 6010INGJONG y skoithi;', . ' }FIXTURE & SW1101 SUPPLIED MTH & MOUNTED IN COOLER PANEL ' )ELECTRICAL'CONTRAMCIR SHALL INSTALL 2-8* DIA XS OHM LOUDSPEAKERS W/ omits AS SHOIAN ON ,PiAN. STOB-OLIT LOW VOLTAGE AIRING IN OFFICE FOR MUSIC SYSTEM IN 3/4* CONDUIT.. SPEAKERS ANC MUSIC SUPPLED BY,TAIX) $W, INSTALLS) BY EC. INSTALL MUSIC MACHINE BY CONNECTING SPEAKER 10 IDENTICAL. C-OLIMED WIRES ON PLUG (W/ WIRE NUTS) SUPPLIED W/ MUSiC Mg/iiNE M41:1 PLUG INTO MUSIC MACHINE SEE Sin PIA FOR LOCADON AND ifAse orrAn.s. 0) r rim & (1) lit DIA CONDUITS TO vasa FOR SPEA(ERS, FCR POWER AND COINUNIOATION. )2* CONDUIT DOWN S/S SHAFT TO PREPARATIE41 UNE, SEE SHEET E-1. )2'-0* x 4'-0* RELIEF GRILLE' ADDLE MINI PREP-LINE )HEAT DEIEC1'OR LOCATED AT HIGHESTLIEVATION INTHIN mum SPACE. )DUCT SUCK DETECT-OR LOCATED is WAG SUPPLY OR RETURN PLiNUM RISERS. COORDINATE. WITH HVAC CCNTRACTOR.A . A • CONTRACTOR TO COORDINATE AND PROVIDE HOOD/EIRE SUPRESSION SYSTEM INTERLOCK REQUIREMENTS TO. BE VERIRED WITH LOCAL AUTHORITIES. THE ELECTRICAL PACKAGE, INCLUDING SITE LIGHTS. SHALL SE PROMOS) BY TACO BELL AND INSTALLED E3Y THE GENERAL CONTRACTOR. %,..C.1 iNSTALLATION OF THE STEM H000 (DUAL 12) SNAIL BE DELETED. + • ? 11-E CENTER OF UGHT SIMTCHES S/IALL NOT 2E LESS THAN 3FT OR MORE THAN 4FT ABOVE THE FLOOR UNE .404.14%,(t SOFFIT LIGHTING T 12 4' FLUORESCENT LIGHT FUTURES U FLUORESCENT LIGHT FIXTURES NOTE:LiGHT FIXTURES TO SE SUPPLIED AND INSTALIED 13Y AWING SUPPUSt• nun. ELEC OINNECTION BY ELEC CONTRACTOR, SYMBOL DEScRIPTION i 212 $ 1.12 GINO . 1+ ...__... lite . 2 1 2 (AND 3/40C - 2 $ 1 2 GRND 3 4*C - SE2 $ 102 GRND 1111 1.C. - 6 2 1 2 ORNO • LECTRICAL RE:FLECTED CE • igONOWEWE 111110111111111111111 !PP 1:144111111TrrIfT11TFITTIPTrifirl T1117117RT4ITITITT77771111 0 le THSINCH 10,3 4 5 6 7 8 , - NOTE: If the microfilmed document is less clear than this notice, it is due to the quality of the original document. 91 GI. 471 el Zl 6 4-!'J 4) 111)W 14,11 1.qili qi1,1 11,1111!!Pliii1I • 41,J,111111111 11111111.11i1.1111111111111111i1111 I 9 10 .,-06 GEP1AMY 12. ( 13i" 66" 36" r 132" 0.A. EXHAUST HO0!) TACK WELD TO UPPER AND LOWER FILTER SUPPORTS -- EXHAUST DUCT • 3 17/32" 39 1/4" fLTER `PACE 3 17/32" 39 1/4" X -AIR GREASE FI ;.TF.t' MULLIONS \. SYS FM 9/64" 32 7/8" L ft GUTTER 32 7/6" Ry. GUTTER - C" 32 7/8" LH GUTTER 32 '/8" R.H. GL ui TER F." 65 7 /8" 131 29/32" S. HOOD ENDS ;T,1 5,,r1204 NO SCALE MC2OG NONE HOOD PLAN VIEW HOOD LONGITUDINAL SECTION FIRE SYSTEM HOOD ON A . l.,)N!) r '<AN.:'.Gu.ARD v- EXHAUS DUCT H A( .;NI! AIR C;iRTA "; LU.C, .--� OUTSIDE ASR SUPPLY DUCT 1 .:SCC) G� LOCATED t �Ur F3f:t :N 'AE9.E ' :.ON( .. A: :.ONDI Y M. AN;CLE SUPPORT O 0 S/S ORE AS: Fit_ TER alF !)N •r'..r \\ v/+FOR- PROOF Gr . f1X :URE f ■ 'i)E`.:_rNT RE_"h0VAi3 GRE !•5E c;;P • ?I Z PT/ ■"; .. • !,I h,� ".. D i V [3c . '. ' •N .41. 5r:' ,ALE 3' EXPOSED PIPING AND ,4o 2i:s SHALL BE PLATED FOR CLEANING PURPOSES. 1 /2•.. _n" "A E 206 NO SCALE FIRE EXT. SYSTEM • 4 '• ,16" - --COQ! i1NUOUSIY SOLDER END OF CAP ON ALL. 1E;' (3) SIDES 8 1/2 N.S. 3' NIN. FIRE RATED DUCT' ENCLOSURE SHAFT, SEE DETAIL 12, SHEET E.' ALAS T HOOD 1!,NFR EDGE OF GRE.!•S`. GUTTER CR HOOD 6" EDGE OF COOKING SURFACE 3- MIN SPACE GREASE GUTTER EDGE OF GREASE GUTTER 6" MN. 1/4" FLANGE spot ∎eip 1'1/2' 1 .t. CONiVijOUSLY `AR( JNO PERIE2E'tf:Ft M 20 NO RANGE: FRYER H000 CALCULATIONS: 'MANGE FLOOD AREA: 42" X 132" 5544 SQ. IN. (OUTSIDE DAM.) NET AREA: 33.5' X 126" 4221 S0. IN. (NET MM.) CFM TO BE 'REMOVED DUCT CROSS SEC. AIR DUCT VELOCI)Y (1.:,00 TO 2500) UUC T CROSS SEC. AIR 4221 29.31 SO. FT. 29.31 X 101G = 2931 CFAI MIN. 9" Y. 30" = 270 -'44.• 1.87 SO. F. � 3300 765 '70M 12 "X24 " -- 288 ; 2 St). FT. 144 DUCT VELOCITY 6 FILTERS - 18' x 20" EA. 2160 SO. iN REICEW D CITY OF TUKWILA JUL 91993 PERMIT CENTER PRINTED JUL 0.8 1393 3 :500 1100 SQ. N. REQUIRED NO SCALE M• 21;; NO SCALE Hou: RATED SHAFT EN LOSURM FOR HOOD DUCT EQUIPMENT ELEVATION c' r 11111111111111111111111111 IIII111ItI1111111111J1 111.1111.[14 0 16 THS INCH I'I w I 1 I II I ill I "� 11 'Y 111 1.1111 +`^1 111 4 1 1 ij ��j`�i�II�I(I {1Ililll1llljli1j IIIl111lll1'I 2 3 4 5 6 7 - { �8 . 9 10 11 NADEINOERMAIN 12. r { NOTE: If the microfilmed document Is Iess clear than this , j notice, it is due to the quality of the .prlgina3. document. 0€ 6Z 8C 12 9Z 9Z hZ 1 £Z ZZ iZ oz 61 81 Ll 91 fil bl £l Zl Ili lll1!1lil11I111111fh1! (, 511iir llt !.l7 1!I.i,7II1✓11 1 Y11 .11 ,.+. 1111 111 ±6. 1 �11.1.11�. ' .Y i S*1 11 �1.1111d 111111I J41 I I I I II iu11111� r 11111111 ' u- S 3 C Z l ww 11H11111l1l 111111{ 111111111111111 .11111111111111IIIIIi1111 EQUIPMENT SCHEDULE MANUFACTURER & MODEL NO. DRAIN ELEC'RICAL REMARKS WATER HEATER - - 12 13 1� 15 BEVERAGE BAR (SELF SERVE) BEVERAGE UNIT (SELF SERVE) O BEVERAGE UNIT O BULLETP+ BOARDS - (1) 36 "X48' 0 B.O.S.S. TACO. COMPUTER CABINET _ O CABINET- 1' -4 "H X 1' -4"D X ()L /PLASTIC LAMINATE 0 CAN CART O rCAN OPENER CASH DRAWER BRACKETS CLOCK "FABRICATED REMCOR MULTIPLEX INSTALLED BY SEATING VENDOR 120V/20A 120V /30A S<./C-7-1r r r ii it 11 't9 v FABRICATED FABRICATED \9 MOUNTED UNDER COUNTER 1 COMPARTMENT SINK 6' -0" LONG 3 COMPARTMENT SINK 91--6" LONG COMPUTER REGISTER SYSTEM COOLER 7X121-6.5"; REMOTE ROOF MOUNTED CONDENSER COOLER DOOR CURTAIN BUNN- O -MATIC FABRICATED FABRICATED P.O.S. (PAR) VOLLRATH OR KOLDPACI{ 1/2" 1/2" (3)1/2" 3)1 2* 2 (3)2' WITH GOOSENECK FAUCET /SPRAY 4 REGISTERS, 3 CASH DRAWERS, 1 PRINTER, 6 MONITORS 208/3PH/20A PANELIZED UNIT -FIELD ERECTED r: 1, `L (.. 1\ L L_ \ N CORNER GUARDS -2'X 2 "X 48" ST /ST FABRICATED COUNTER TOP 24" / PLASTIC LAMINATE FABRICATED COUNTER W/ CABINETS / PLASTIC LAMINATE FABRICATED CUP DISPENSER SLEEVES SEE DETAIL C /Al2 L, X61 SAN JAMAR,INC. /C39OOH CHAIRS CO2 TANKS /BULK CO2 TANK CABINET- 3' -0 "H X 7' -4 "L X 2' -9 1'D /PLASTIC LAMINATE CONDIMENT RACK FABRICATED n�� DUNNAGE RACK DROP SAFES • .......r......7.7.......r.................... g0 O* ER: 1.11 :„.„........,-.: TACO BELL CORP. i$, ..__... 17901 VON KAMAN IRVINE. CAUFORN1A 92714 Eti TACO ARCHITECT: q: a BROWN CONNALLY ROWAN ARCHITECTS, INC. ' �' 222 EAST 26th ST. TACOMA. WASHINGTON 98421 (206) 627-4367 EXHAUST HOOD EXHAUST HOOD FOR TABLE TOP WARMER ALE CABINET ARE EXTINGUISHER ARE SUPPRESSION SYSTEM FIRST AID KIT FOOD CHOPPER FABRICATED- 4' -2" X 11' -0" THE 0E901 PIO DETAILS DISCLOSED HERON ARE THE E%CLUSIV€ PROPERTY OF THE ARCHITECT AND SHALL NOW' HE REPRODUCED M Y1iOLE OR IN PART 1MTHOUT THE PRIOR PATTER CCINS)IT OF THE ARCHITECT. 20# 2A: 406C RATING ANSUL R- 101 -30 S HOBART 8� r7' - - - >1 L FRYER W/ CASTERS FRYM ASTER MJ45E 120V/20A 122,000 BTU 157' r' GRAB BARS -(1) 36',(1) 42° GRILLE BREY KRAUSE FABRICATED SEE A -11 60,000 BTU HAND DRYER/ELECTRICAL /AUTO HOT WATER SYSTEM W/ STAINLESS STEEL SHELF ICE MACHINE - 30' BIN ICE TEA DISPENSER KNIFE BOX KNIFE SHARPENER WORLD DRYER #XA5 /BOBRICK BUNN- O -M ATIC HW-5 120V/30A 120/1 PH /20A SURFACE MOUNTED 18 j 3 FABRICATED 208/1PH/30A REMOTE ROOF MOUNTED CONDENSER LOCKERS (12) MINI PREP UNE -- OPTIONAL ITEM MIRROR - 16 X 20 MOP RACK MOP SINK MINI -DUAL PREP-LINE 1" & 1/2" 208/3PH/100A 208/3PH/200A ONION DICER SEE NOTE 'A" PIPE HANGERS -3/4" DIA SEE DETAIL B /A4 FIRE SUPPRESSION SYS. PULL STATION RANGE W/ CASTERS WOLF RANGE WTR -2 REFRIGERATED TABLE W/ CASTERS FABRICATED ROOF ACCESS LADDER - ALUMINUM PRECISION STAIR CORP, FL 1166 SOAP DISPENSER(LIQUID)- -SINK MOUNT AMERICAN STANDARD n45O3.029.002 STAGING UNIT & SHELVES FABRICATED SAFE MAJOR SAFE CO. SERVICE CHASE ALCO OR MULTIPLEX SHELVES (2)12 "X (1)20 "X / PLASTIC LAMINATE SHELVES (2)12 0X / PLASTIC LAMINATE SHELVES / COATED WIRE SHELVES / WALL / HIRE SHELVES / FREE STANDING / WIRE 80,000 BTU 120V/20A REVISIONS: 120V OUTLET PLUG TO DUAL -LINE SET IN PLACE BY SHIPPER SYRUP RACK / BAG -IN- THE -BOX El © TABLETOP WARMER i�: TRACK SHELVING METRO ji-0 TACO STORAGE CABINET La TIMER i0 N © TOILET PAPER DISPENSER- RECESSED 11111111 - © TOWEL DISPENSER - SURFACE MOUNTED IMIU WORK SURFACE 24' / PLASTIC LAMINATE METRO METRO METRO 1VORK TABLE 24 X 30 W/ CASTERS FABRICATED A &J 1UA41 A&J x.1180 FABRICATED FABRICATED ALT.: BAG -IN -A -BOX PER ACM SEE NOTE 'B' U.L. HOSE RACK UNIT W/75 FT 1 1/2" DIA LINED HOSE WITH ADJUSTABLE (FOG -TYPE) NOZZLE ALL HOSE FITTING SHALL BE NATIONAL STANDARD THREAD, HIGBEE --CUT. HOSE CABINET WITH GRAY TEMPERED GLASS DOUBLE DOOR FULL GLASS BOTH DOORS ARSEN'S MFR. CO. 1.5-75 ARSEN'S MFR. CO. DD HC S 3232 -RL SUPPLIED AND INSTALLED BY C.C. PROVIDE BLOCKING IN WALL FOR BRACKETS ()SE SHALL B: UL APPROVED, ALL IRE HOSE COMPONENTS do CONNECTIONS HALL MEET CITY OF TUKWILA REQMTS. HINT CABINET & DOOR FRAMES TO ATCH WALL COLOR. COORDINATE EXT1NG. OUNTING BRACKET WITH CAB. MFR. REVERSE NOTE: ONION DICER TO BE INSTALLED ON CUTTING BOARD (SUPPLIED BY T.B,) BY G.C. 1MTH 1 1/2" X #10 ROUNDHEAD SCREW IN EACH CORNER TO BLOCKING N WALL. Qty PR. ..P. LI('! I6. :. DUAL PREP LINE TO BE INSTALLED BY MANUFACTURER. MANUFACTURER TO LEVEL, MAKE CONNECTIONS, AND CALIBRATE START -UP. THE GENERAL, CONTRACTOR SHAIJ. PROVIDE ALL PIPING, PLUMBING WIRE, DRAINS, AND LABOR ./ EQUIPMENT FOR SETTING UNIT IN PLACE. GENERAL. CONTRACTOR IS TO PROTECT UNIT FROM DAMAGE AT ALL TIMES. UNIT IS TO BE INSTALLED PRIOR TO CONSTRUCTION OF FRONT SALES COUNTER. THE G.C. LS TO INSTALL THE TABLETOP WARMERS BY SETTING THEIR IN PLACE. CONNECTING THE WATER LINES, PLUGGING INTO ELECTRICAL. RECEPTACLES NO INSTALLING THE FLEXIBLE DRAIN FROM THE OWN TO THE DRAIN INSIDE THE. PREP UNIT. RECEIVED CITY OF TUKWILA NAY 7 1993 44/ 6 144q4,4 4 -23-93 EQUIPMENT PLAN 11111111111111111 11111111111111111111 111 .14 11)1 SO TMS INCH 1 I oc 6Z 8G GZ 9Z GZ +7Z ' CZ ZZ. 11 III! LI II IIIII !II)IIIII(t1IIIIIIIIIIIIIIII IIIIII I 111111111 IIIIIR1j1111111111 ,., °filmed document is less clear than this to the quality of the original document. '!'I'�'►'�'I 1'i'1'1'1'I'1'1'1'i'1'1'1II'1'1 9 10 11 RWDEMGERAWIY 12, .I • veftwatpormaftwelgrAPIMAIVO '6UOPLIER REMARKS MENU BOARD AT SERVING COUNTER i LOT. $ `LOT 1 L01 OAK /CORIAN, INDOW SILLA DOUBLE TRASH 'ENCLOSURE SEATING PACKAGE SANG COUNTER (TOP AND DIE) DIVIDER WALL/PLANTER r HOSPITA'.ITY RAILS FLOWER BASKETS SERAPES MANMADE PLANT MATERIALS FRAMED ARTWORK MINI $LiNDS��� 1 LOT SELF -SERVE SODA /CONDIMENT BAR COLOR STRIPES(WOOD STRIPS) PLANTER MIRROR STOOLS CEILING FANS SINGLE TRASH ENCLOSURE BY SEATI ~LNG VENDOR (OPTIONAIT BY SEATING VENDOR SEATING VENDOR :INCLUDES TABLFS,FRAMES,BOOTHS AND SETTEES NOS TE: EXPOSED BOOTH BACK TO BE FINISHED W/ OAK OR LAMINATE SEE DETAIL Al2 SHEET: PLAST,LAM.FINISH KNEE' WALL SUPPOR' PROVIDED BY 9.C.) SEE DECOR PLAN FOR LENGTHS AND DETAIL THIS SKEET SUPPLIED AND INSTALLED BY TACO BELL (INDICATE DECOR PACKAGE) G C. TO SUPPLY WOOD BRACKET SUPPORT PER DETAIL THIS SHEET (INDICATE DECOR PACKAGE COLOR) �. SUPPLIED AND INSTALLED LLED BY SEATING/DECOR VENDOR INDICATE DECOR PACKAGE (OPTIONAL) FOR FRONT ARCHED WINDOWS AND SIDE WINDOW WALL SYSTEM SUPPLIED AND INSTALLED BY TACO BELL 2" X 1/2" ROUND WOOD STRIPS PAINTED TO M:+TCH LAMINATE EA EA COLORS.FOR PLAST.LAM. STRIPES SEE l/P STRIPE COLORS CHART 3' -9 1/2" HIGH - SEE DECOR PLAN WALL TO WALL /CEILING 10 CONDIMENT(VERIFY SIZE IN FIELD) 1" W000 TRIM FRAME PAINTED TO MATCH WALL FINISH SUPPLI D AND INSTALLED BY SEATING/DECOR vENDOR (0P110NAL) WM STORAGE UNIT AND CONDIMENT CUTOUTS SCHED SERVING AREA r1021 SERPENTINE LINE '44 NOTES: 1.4 OD ACCENT STRIPES SHALL BE CONTINUOUS TO WINDOW FRAMES. 2.411 --1 FINISH AND ACCENT STRIPES SHALL BE CONTINUOUS TO FRONT ENTRANCE FRAMES. 3.THE USE OF CORE ORILLEO SEATING IS PRO- HIBITED WHEN A POST TENSION FOUNDATION is UTIUZEO. SLE SHEET A-2. 4.ALL DECORATIVE MATERIALS SHALL BE INSTALLED AND MAINTAINED IN A FLAME RETARDANT CONDITION. 2X4 FRAMING (TYP.) FURNISHED P.NO INSTALLED BY'G.C. NOTE: WALL BRACKET MOUNTED AT 5'- g°A.F.F. AND. PAINTED TO MATCH "WALL FINISH RECEIVED • CITY OF TUKWILA MAY 7 f99a . • PERMIT CENTER SCALE:1 1/2"=1'-0" '.•; rrA' �?. ��a"' nr" ii: �shX, ii4s�r' i, �Y' .�.K�?.���n.'t72'9iie::�..�•... 4.7 r..4.:r? • ski ..., ,yZ .; i•'7 <.'.'.. '.7 `:� ".'12 � s'r;,. ,i t'.; : Z<'�"a ...�6,�:'p. 'h3�...4', .. IIIIIIIIIIIIIIIIIII11111111111I1I1I1I1I1I1I ►I1I1I�• 111111-1117111 r1I1IIIII I 1111111 i 1I1I` (1111!1 IT Pill 111:111111 {I {.Ia11I�. 0 1E THS INCH 1 2 °r�3 4 5 6, I. i 1 NOTE: If the microfilmed document is less clear than this ( . notice, it is due to the quality of the ,prigilnal document. ,.4.It 111111 111 1 111 1111 I t111111 I'll 1 9 10 11 MADE IN GERMANY 12 , 0€ 6E se 1 2 9 e . 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