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Permit B95-0013 - 505 BAKER BUILDING - SHELL BUILDING
City of Tukwila ‘(. (206) 431-3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 BUILDING PERMIT Permit No: B95-0013 Type: B-BUILD Category: NCOM Address: 200 ANDOVER PK E Location: Parcel.#: 022310-0099 Zoning: Type Const: V-N Gas/Elec: Wetlands: Water: Contractor License No.: SCHUCC*121NC TENANT OWNER CONTRACTOR CONTACT Status: ISSUED Issued: 05/11/1995 Expires: 11/07/1995 Suite: Type of Occupancy: STORE Scopes: N N/A Sewer: N/A 505 BAKER BLDG 200 ANDOVER PK E, TUKWILA, WA 98188 TRI-LAND CORPORATION 1325 4TH AVE SUITE #1940, SEATTLE WA 98101 SCHUCHART CORPORATION Phone: 206 682-3030 1904 THIRD AVENUE SUITE 1030, SEATTLE, WA 98101 ROYCE A. BERG Phone: 206 583-8030 1201 FOURTH AVENUE S *102, SEATTLE, WA 98134 *************************************************************************** Permit Description: CONSTRUCT NEW OFFICE/RETAIL CENTER (SHELL ONLY). Units: 001 Buildings: 001. Fire Protection: SPRINKLERED UBC Edition: 1991 SETBACKS Front: .0 Back: .0 Left: .0 Right: .0 Valuation: 1,169,066.42 6,405.68 ****************************************************************tilt********* t Center Au horized ignature Total Permit Fee: 1149 cl_.5 I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign for and obtain this building permit. iLiteet- -1V-Id4,41 Signature: Date: eft -go Print Name: ZdielL Title ea,'ix/2(_. . This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. All PERMITS ISSUED FOR NEW CONSTRUCTION, REMODELING, OR DEMOLITION PROJECTS REQUIRE CONSTRUCTION, DEMOLITION AND LANDCLEARING WASTE MATERIAL FROM THESE PROJECTS TO BE RECYCLED AT A KING COUNTY LICENSED OR APPROVED FACILITY, OR TAKEN TO REGIONAL DISPOSAL FACILITIES. . . C ...,, ' . CERTIFICATE OF COMPLETION . . . . .:: • CITY OF TUKWILA 6300 SOUTHCENTER BOULEVARD, SUITE 100 TUKWILA, WASHINGTON 98138 _ . . • . . This Certificate is issued to verify that at the time of issuance the structure described below has passed a final building inspection • and was in compliance with. the Various 'ordinances of the City regulating the building construction or use for an unoccupied building shell. . . . . . . . _ . , .. . . . . . . _.. ,..„ 9114A (a . BAIL ING OFFICIAL DATE • . . . . . . , . , . POST IN A CONSPICUOUS PLACE . . . . . . . . . . . . . . . . . . , 'City of Tukwila in (206) 431 -3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 SANITARY SIDE SEWER Permit No: PW95 -0004 Issued: 05/11/1995 Status: ISSUED Approval Letter: 04/28/1995 Project: 505 BAKER BL Expires: 11/07/1995 Site Address: 200 ANDOVER PK E Parcel No: Wetlands: Watercourse: Slopes: N Water: N/A Sewer: N/A Type of Install: COM Number of Units: 000 Exist SQ FT: Add SQ FT: New SQ FT: ,34598 Contractor License No: TENANT 505 BAKER BLDG 200 ANDOVER PK E, TUKWILA, WA 98188 CONTRACTOR SCHUCHART CORPORATION Phone: (206)682 -3030 1904 THIRD AVE, STE 1030, SEATTLE, WASH 98101 CONTACT LPN ARCHITECTS / ROYCE BERG Phone: (206)583 -8030 1201 FOURTH AVE S., STE #102, SEATTLE, WASH 98134 OWNER TRI -LAND CORPORATION Phone: 206 624 -4494 .1325 FOURTH AV, SUITE 1940, SEATTLE, WA 98101 Description: CONNECT NEW BUILDING TO EXISTING SANITARY SEWER *************;********************,*********,**** * * * * * * * ** * * ** * * * *' ** * * * * * * * * * ** Inspection Fee: 20.00 Acct No 402/342.400 Hook UP Fee: , '.00 Acct No: 402/388.102 Special Assessment: .00 Acct No 402/388.101 TOTAL FEE: 20.00 ***************'********************************* * * * * * * * * * * * * * * * * * * *k ** * * * * * * * ** THE APPLICANT HEREBY ACCEPTS THIS PERMIT AND AGREES TO ABIDE BY ALL APPLICABLE SECTIONS OF THE CITY OF TUKWILA MUNICIPAL CODE, AND APPROVED PLANS. WE ALSO AGREE THAT THE CITY OF TUKWILA SHALL BE HELD HARMLESS FROM ALL OR ANY CLAIMS ARISING AS A RESULT OF THIS PROJECT:PERMITS' HAVE. LAPSED BEYOND THE PERMIT 'EXPIRATION DATE SHALL REQUIRE REAPPLICATION AND RE- ISSUANCE OF THE PERMIT THROUGH , THE ' CITY OF TUKWILA AT AN ADDITIONAL FEE. APPLICANT MUST NOTIFY THE CITY INSPECTOR OF COMMENCEMENT & COMPLETION OF WORK AT LEAST 24 HOURS IN ADVANC . FOR AN INSPECTION CALL 433 - 0179. r Signature: _`� / !�f'(4-. Date: Company: �� /�eGib _4/ ��"� , Title: �' gs 21fi * * * * * * * * * * * * * * * * * * * * ** APPROVED FOR s SS • r A(y.CE Y : Issued By: A' P 4 I! ' - - - - - --+-u -- Lu, ti orized Permit Cen 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 side sewer construction. Final Inspection Approved: Inspector Signature Date • , ... „ , ..„..., . . ... .. .. . .,. .. ... . . L. ( : ... CITY OF TUKWILA Address: 200 ANDOVER PI( E Permit No: PW95 -0004 Suite: • Tenant: 505. BAKER BLDG . Status: ISSUED Type: PW-SSS Applied: 04/26/1995 . Parcel #: Issued: 05/11/1995 • .k A A A A A A A A A A A . k . * A A A A A A A A A A A A k A * k 1( A A A k A k A A * A A A A A A A k * A A A A A A A A A k A A A A A * A * A A * A A A A • • . . . Permit Conditions: 1. Temporary erosion contr.olMaasares.:shalTb,e,implemented a. the first order ofbu'SAnes:s — to prevent - setti l Oghtation oft- r . ,...--...--- , site or into exist: drainage facilit ,... .z,,..- - •-•:-A i 1 ;• V\ ';'' q ..:='' s $ -. i. % ,, k.1 ...',:k .,:...4 AW — ' it' . '>i '''' ' V/ # -, i' ',.8 lv,': ,, ....--',1 . .,, . ,-,, •7! 0 0 9 4' , rc , i; t-r 'I ,,,,..., ..., \"45` ,.,!.- ' PI •-, ft, N .., ''':\e" II ,„ • 1. A " ''' i.. h il , ..,..: 1 ; , - 1 1 v,t, „, ..; ,,.. ,. i,,,, • • ,,,,, - i,,,-,';' , ,,,, :-.,.,:,,;.. 1. .i , % .'- ,':, .. k i i • i , , : ' • l 0 t, ,, t.. "" u. .,,,;., ‘"■•,;,-.-.. '' i \!. 11 . ./.1 4. , / .,, (.0 w:4-. il.-- . .,.,. iA ..,,.- -':' ,;. . ■,,' ) 071''”A ‘ I , ,1,. , , 4:.? r , 41:!, '',,,. 0"? " 1 . : 41' , eA • ? .,- - ,,..f ',.., . ::: •:,.‘ /;'ik 4 4-4:' V A , k '■ W 1! ', .,.' k ; 0.. ; : . , ' . . ' 1 t ' ' ' % ' , ,.:' 7 .{ .' - l'7. '; 7 .,,, • ii ,:,,t ,.../ A • I ? ? : ) - 7 — . -''' — -..... _.....:1.,...,\ ,' ,i ; ..„ '.' ''s i (,' „.,.. :•%• *'•" t ■,1 . . . ^., I 1 , l'e,“ ,..,,,(;' '-.1 ',.,. . \-' ‘ '''' f •■• 7,. . ,7 4'444.1 40 „. 1 ; 1.2 r 1 ..--' -.2. . ';'''','''' '''' 'Y ...‘ r• - , .4^ . . t ,, . .. ••:. ..,„.....r.." - --....) 4, • "" . ,}a -d .. ‘,C.; t i \ I'* ; ' f ''' 4.4. 'I. "t•-•-- ,......._. ' ‘ N?. ii i t ,,,,i; ', .r.f• . :.,,,, ...,, t.i. A , 3 ,, z t e as.;1 53 ." 1 ‘i 0 • ,4 Y il, I. P Q I ,■?'" \ '''''\\ \ „? .• ‘At.44,. . i i' (i /..' 1 •,.... \I '4 '4 I A:// • • ' , ''14,..,,,,,ke,v4'..r tt• pi , k 0 ,1 ' , s '4 611. .. u ,,,x15 ': 0 . . • ra ., .,(-r• 0 .1.) '4( a 1 • .;;i' 4,, 4; ii! tilt,)*Ii ,, :# • A 'i '..i '-... • -.A „ t,, il ■, C..' l'' 41 4:?' /.1-4W., . . .. . • • . '"•:,..Z.' 't.,.. , 4 ,1..;' 1.,. 11 a ). .0..,,,,,"/ ,. -4,..);.. , / • ' 4 , , ,..A t '41•Ki ci ,,.,.., '..Zt:',.;-!?.1•N"i'"--;".- ----11" - cl ,- -!— '-:.'::: ! - . .-• ! ::..t.` . .''.;:.: I ' 1 , - .:I. - 2::: - .'' ' ''-' , ' ,...-- I . I .. . • • , . .. , , • , . „ . • ! • . . • . . • • . . . . :&.— , • • . . .• (' HAULING (.... Perm i t. No : PW95-0201 Issue Date: 06/22/1995 Status: ISSUED Approve I Letter: 06/22/1995 Parcel No: 022310-0099 Expire: 08/21/1995 S i te Address: 200 ANDOVER PK. E Location: 209 ANDOVER PI. E Start Ti nit: 4 A. kW Bond Number : CHECK #3946 , . , End Time: ' zt,62. Ar-/L.,,,i d F t o2 - rt.0s , ... . . TENANT 505 BAKER-TO BE 'SELECTED OWNER TRI-LAND CORPORATION,,.....4 1325 4TH AVE S LI LI F441.00:-, EA fri:E" I 4 ********************,141**************************************** 4 1.A, . .tl 4f.i ..„ " \.:".'.!•,, Plan C h e c k, .,, 1'1', '4 ,4 CP „; ,,• •; i;.1ri .•- li . I ns p e c t i c.ini,';`,F.40 : !;: ' ,1,. ,..),•,.00 41 v it , , , ,o , .;•. , •••; , 44;1 .•.:i... Ot4i.XFee ..' - .00 -,•'' c . , , „!- 1 .:, '` V, \ %, T FEE : '',,, ,, 0 4 ''., 4 2 t; ?do I ilivve - st ''.' **************A%***V*** c.5 ‘•°.<'?:‘'.\\ . The u n d e rs i g 1 1 , 0 7 / 1 1 e r g t , v afp t i * ! ' ' l' s tar ' ' ' " , Vtdii.is ion to p e 1 , 7 „ f o tim ill a u i n e 1 ' t ; , , 1 r a t t a c h e d map in accos ... .4tt., •,,,,, . "64n' - t,e with the follw'i ig cor40 tions: 4t, .sor,! ..1 0-1v \ \ 1- Flaqqinq/i V i n g an t c o n inq - 'slia 11 b e / TA- a c co r d a n c ee i 4. ›IPTC) t r a f f i c c I , k . 4, \ r., di t.-4, .,v,.....„ LP---# . 2- con t r a c, r s•haon , pr*o v i de .' r t i f i „df"1-a.g.men f or t r a f f i con„toci 1 , cK ---\. :44 0 t. o: .:,weep ovi io th e r 01 se) c lean --strti th,ii, 54; a t i sf a c t i on of, P u b1 i c 1, 1 r. s each r • n i ght ii,i7'oundr•!_thau Ling route - .no 4,Thushi ng...,;a11 . •• ., ,,;( kc ‘ 1.4 4- Not i f 11 yk'' ty inspectou9?_efbre '42100. , n o 60' or0 fr,taay p re ce 4i n g' qe iik end 41 work 1 5- Permi tr•41.s valid be tween .'' t he we I' da v hour V...of - 7.:00 a . m. and '3 :30 p, on ly. • , t ;,I4: _ 6- C lean aci r emo'v e 'f'debr'i's, f ft.■:1 ca t c h ', baslics '..i n and ar route 1, ;, , r F.; 1it.. . Pr ::1 s ,'';'.....,, 4 ,,,,•,, '''' ,.,,', l 7- Povide'.adequate •:tempor.i*y,/, ace: ' a5,; not ere wt.thVother,',',Ohicle - , , movemen..,,on, CaU to travel over il „oUrb ,;. % 4 r , .. ,!..; 1v1; 8- All vehitleSmOst wake complete top 04or::to entering2pubj.10 rilht-of-way. , ,•, *4 4 A * * A ( * * * * * * 1 * * *"k 74 4; * * * ',#, * sk * * * * le i I * lc 9.4 4.4 * 1 0 *;*;:k * *.* 4 4 * ' Sr 11 le ***.\t• le ****4 4.4 * 4.4 * * ..*'* , f *4 4 * *4 4 THE APPLICANTMLIST NUTI Y' :THE IN''PEGTORl OF COMENCEMENT A ND . COM . e,c''OION OF WORK AT LEAST 1 / 4 4";"4 , -0U , 0'44 A'D , 4 r .E . 43 ' ; .,,•4:?,.-:::),;',. - '',74i '” . ' 4,?'''' , 44,„:,.:;:-.,, ,:i• . .'.1 • ' :, ,. . ,,,-...' Signature or G a t e . , • • /i6" k k A * * * * * * * * * * * A • * * * * I; if : ** * ' * * * * •It k it * * if * * * * * It * .1. k” k* 14 k At 4. * * * * 1, * k *:* A. 0: 4; * A * * k * * It * 'A * k A * * APPROVED FOR cSUP,NCE--BY.:-• -.,,1,113 . . . . •. V / ",. . . • . , . . .. _ Issued By: _ kJ , /A-i , , .. ,,.-.::;.,';:; •.• .,,:,.:;• IL • ' - -- Au . , h r i z e d PTiWft Ce' t at, Ute,,c;•'=" Date **************kr*************** k*44 *****4*********************************** 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 C ( CITY OF TLU WILP, Address: 200 ANDOVER Pig. E No: PW95 -0.401 Suite: Tenant: 505 BAKER -TO BE SELECTED Status: ISSUED Type: PW -HAUL Applied: 06,'16/1995 Parcel #: 022310 -0099 Issued: 06/22/1995 •k •k •k •k •k •k •k •k 'k * •k •k ,k * *• •k •k •k •k •k •k k •k k k •k * •k * •k * k •k * •k •, •M :k •k •k •M :k 'M k * k * • , •k 'k k •k •M 'k •k 'k •k •k •k k •k •k * •k k •k •k •k k * . k * k k 'k Permit Condition:..: 1. Any material .pilled or�,to� n; Y „'t t' a�;lg c leaned up i m m e d i a t e l y . ,� �i�x:N',..:�� _ � vk•��ti�, �, « rr i t y ! F7} 40!'t TS -- '`•• ``. , L == iz % 9 i r r 4 s '''' 4 ;' , ',VS.N., \ ii, :I:44,, :1.1,,, ` F. q. Ay 4 1 %�;, n 4? ^ y� i � S {r • tS1 �� � t y re 14 r`'/i h o ��, ., t fi I it o af 4 '+ i' ro ■: I. 1 120 't...er .6.« t)A- \ ki )./' ,,..ti4t.e, 4 .0:,:z.. 1),....,,, 4 • ,,,,,,,00 V } f � dCZ ".5 ..", "s” .,� •l' -,\ • 3d yywa. iy 0 ,:r e 0 di, s ''...! 17. .0 1 ly Oft roN 5A a „ .),..A -;4 1 6 W I if: rio,,,sl 6 0 \ ---... ,,,,,,......_ ...., . \ J k' 3 ,1 0h 7/ �t t s rrf \ \ a. J- or � ffi ' / '. 7 '1 /'vY t'" `tip y .� � .,.a, 1,0 , ?1/4 '4 Cr) (4 4. r•. Cs' ei f . . , • l I/ ----"' o f Cli) 1 . A.V : ''‘`'‘, 0 o / ; I g.A,.. \ \ ›. `1.f,''\14,,. L� ` 't��` tai x +' 4 y ,� :� � �� {1 a IX', 0 ', s ji'l 0 1 •i j'+ ' L '` r•C,, �, • ".h..�N..:, • • • ' 4 CURB CUT: ACCESS /'SIDEW ".K. c . • Permit No: PW95 -0122 Issued: 05/11/1995 .• Status: ISSUED Approval Letter: 04/28/1995 Project: 505 BAKER BLDG Expires: 11/07/1995 . Site Address: 200 ANDOVER PK E . Location: Parcel #: 022310- 0099 Watercourse: Wetlands: Slopes: N Sewer: N/A Water: N/A . Contractor License No.: SCHUCC'k121NC TENANT" 505 BAKER BLDG 200 ANDOVER P1 C, TUf� W�ILA,.. WA. 98186:;.`- ' • OWNER TRI -LAND CORPORATION --- '-•'::"::-.: . z::7 . --- 1325 4TH AVE SU,�TE:: ° #I940, .SEATTLC WA 98101 ,, . CONTRACTOR '�,CHUCHART CORPORATION, ; '.''" ,. Pi7atie'-, 206 682 -30'30 AVEN 1904 THIRD UE - !SUITE 10 SEATTLE, r.1A98101 ' y CONTACT LPN ARCH�I� ;•,RU.YCE� BERG k, 5 Phone:'' 503 -8UJ0 • " • V 1201 FOURTH AVEii , 'STE #.102 ", SE'AT'TLE, WASH J4 \ v ; k •4 k * * * * 'k •k 'k 'k 'k •k * * * 'k-* 'k,'�r * 'k;'k * k k * .* * 4 :4 'k , k 'k '4 'k •k :4 'k •k, 4 •k 'k 'k' •k�'k.'k "k k ', t k •k •k �'k'. 'k •k �k ,:k 'k "k 'k •k •k •k k '4 •k •k k k . Additional Perm iy t' D e s• c, r i p t i o n ` ": :..,;; ':; `., ` '' ., \'' �'''Is ?,\ . '•r, CCINSTRUGT"r' "CIB CUTlP SIDEWALk; " '� '' # i Existing '�,qu �� F , ,� �i�y V1, 4" �: ' Additional ` Squar e),,,F'ee `]�``S New S q u 6're Feet . ,; :��� ,p' 0 ,tits xx41, `, ,N. .�`3 r • t i ig Inspec.6n Fee " ..15..00,:;. Acct "'NO .000/34.2\ 400 , Plan Clieck Fee --1O,00 830 No 000'3'45 838 TOTAL FEE'S 2'5 00: ' ' ,� , King County Valuation: Val ue of :Co' _,truct. ion: 1,;2'00,000.00 k * * **k * *k* **'k***•k•k•k'kk'kk•k* 444*' 4 4k' 4 4* 4* k k, k k* k• 4' kkk• 4k kk' k' k* k' k' k *444kk*k:4 *'4' 44•4*4 ** I hereby accept this permit. and agree to abide all applicable e'c•t i oris of the City of Tukwila Munici pal 'ode. We at r•ec that y E �� 3 the (' i.t y of Tukwila: shall be held harmless for a`Il or any claim_. arising result of,:this`' Permits. which "'have lop ed beyond the expi'rat,i'an'date hall: requir .4VV a' . 't i s r .:,. r —app i 1 cation'. and;;., re i s.suance of the per t' th'hrou h (7.1 ty `;a •t-.,,an ; ' ,ad f d i ti ona l i'ee, . THE APPLICANT' :MU'ST NdTIF,Y THE CITY INSPECTOR CiF' COMMENCEMENT AN ; C ' OMPLETION • OF WORK: AT LEAST'' ;24 HOUR'S IN ADVANCE. TO SCHEDULE AN LNSF`ECTION' :::::: / k* * **** • : � / ` / ��JG� Date: ij " � •4.4 **• k' k' kk 'k **k-k.*. *,k.'k * *'4'4 **•k**** e***• k*.***' 4**' k' 4. 4kk' k *A* *'k'kk•4k'4*'k'k**k'k **'kk ** APPRJJVEG OR/ S' iANCE BY JS. ' Issued B �. / _ _ ..... , ,.. B a r e y" �i .. 6 A Jtl rized Permit C nter Signature l� I * *** *k'4 **•kk'k * * _kk ** * *•kk* **'k'k* ' k• k• k*• k "4•k*•k'k.441'k•k•k'k•k *k•44*4' 4:4.4.4.44 * *"k.k"k*"kk *'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: - Inspector Signature Date i • • • CITY OF TUKWILA .. Address: 200 ANDOVER Pi'; E Permit No: PW95 -0120 •••. Suite: -- Tenant: 505 BAKER BLDG 'Status: ISSUED Type: PW -CCAS Applied: 04/24/1995 Parcel #: 022310 -0099 Hued: 05/11/1995 :4 •k •k 'k •k •k •k 'k * •4 'k * 'k * •k •4 '4 'k :4 •k * 'k 'k •k * 'k •k 'k * k •4 •k '4 •k '4 'k '4 '4 •4 * 'k '4 •4 •4 'k •k k •4 * •4 •k '4 •k 'k k :4.4 •4 '4 •k * •4 •k •4 'k •k 'k •4.4 * * * 4 •k * Permit Conditions: 1. Temporary erosion con trvo,l..'::nieasur. es, sha:.1�1''r he.. implemented as the first order of busAne "ss,_ °•to pre vent off - site or into exis•,C�i.n '`s drainage: facilit'i'es: 2. Driveway. shal 1, ;t CO t_y co mer•cia„l s ta`n da;r'ds Driveway width, slial1 , be al. 25' nil,n,i:ni and x35$1' t maxi'rUn1:,, S lope shall' IS &** a magic i'mum of'' 1 5'i . Turning 0,:6'd s.ha 11'1) e;�•..a \. min i mum o . .t O ' . r ' = ' `. '•.✓ „ `'ti: ' '•. •, , 0- 3. Sidewalks and,cu } ramp: sha1,1, comply wi . ; • 1: 4 . The new+j,:r•i derv�ll�►, on pr ° i vate n ,t' ;,o,�i',e,r sha 1 1 be. ,tari)e''.d''ove . - r�,� `. 4 'c... F r rq V y ,r .y the Ci;i;y, with• °approp,r , i -a,te rec•oi•ded easement 'duc ='•ti tati on' ' ,pr 1,or r to the Fina•1 ..p acti °`'� �,,i ';!/�'r, 5. PRIOR »TO E'I.N SSI'�BNOFF A PPLICANT , PAY TRAFFIC '' ''' l,ti:ir,' �J}; ) 00. , MITIGATION .`FEE. �.' >: �1'�, �`i X : ,i 4 . ,! r • . .... .. .....:r i i • J;r : , r, � ': i . +t2 t f � r'1�' Y< • •i.. •...., f !3, *�,,,,,orp• .''''.1, .. 4^ S � r tr 5 G t.: r . "� ` � ; ~ ,�! ! .�' ''• '.y ..S, ` ,i . ti '- `...., d •' ` I X, 41: I r / 0 1 :,, P .,,1 A tvA i r, .• .,,:'----,,,., -,,, , ,y,,,, .,:. .,,,,, , /7 , .., (.4 ,,,,,,,,„ ,,,, .., 2 .....„.,,,, j ,„ 1 ,, :r v i 'f r , +•r: t. � '• a , ., p '� � ` { Y' '' • r'' 475.,,1 X til , 3 ,1 � S � '' ,<. ,i , / , i `+.,` '\ --14 M„ ,�, YX . i 4 .0. ts A !1� AarTx�t} ^ •S �r `�. y 1/4, .I. < "} J ; 4, \\ p�. \ \ ;: �s t� r. 4 ,. 1 sn y,,,, ,v,) W S., . fie `'�44,) G ti f f d (( yy//� r \•, _ 4.• - a , Y, Z, . fir' a ' r d t k :i " ';'i A� � J d ..ati , . 4 , ti,,t : , • ,,3 . iE nrar ,./.- . • f.' HAULING Permit No: PW95 -020] Issue Date: 06/22/1995 Status: ISSUED Approval Letter: 06/22/1995 Parcel No: 022310 - 0099 Expire.: 03/21/1995 Site Address: 200 ANDOVER Pk. E Location: 20 9 ANDOVER PK E lPj Start Time: o -a• ?' /-).g/1 bond Number: CHECk:. #3946 End Time: F p,L --r TENANT 505 BAKER -TO BE SELECTED . OWNER TRI -LAND CORPORATION 1325 4TH AVE SUITE #1940, SEATTLE WA 98101 k * *• 444* k* 44**** k***• kk. 4* 4+ 4 4** 44 4*• 4: 4 44 kk44k* F •k ** **MM**•44 **k.4k44kk *444k4 Plan Check Fee: 10.00 . Inspection Fee: 15.00 Other Fee: • .00 • TOTAL FEES: 25.00 4.4 4 k k 4k 4 k k* k 44;4.4 k* * **** k** 4 4 4. k* k•4 4 4* 4.4 k k 4' M M 4 4 4 k .444 M 4 *.4 k* 4* 4 *•4'4'4.4 k 4 4* .4 M k 4F 4 4 4 The under igne;d :her '. by app 1 ies tor pe.rmi lion to per,form hau R ing per• attached map in accor;i�ance with the follcwiho conditions: `� ". f .: � l 1- Flagg ing,y;,s'igyii : ng and con ing•'-hail b „ actor• dance .,yri th '(�ItfTCD, for• tr•aft'ic contra I r '1' 2- Contractor she:O provide . '-cer•t if ie•cl flagmen for tra•r't icr• co . 3- Sweep d'r•y se clean str•eet:i to the S a t i s f a c t i o n of., Pub l i c W.or);s each night around haul..ing route (no flushing-,allowed). 4- Notify city inspector before 12 :'00 moon on friday preced any weekend work. ' • 5- Permit' i's valid between the weekday hours' of 7:00 a.m. and 3:30 p.m. only. 6- Clean and remove debris from city catch basins in and around-hauling routes: . 7- Provide adequate temporary access as not to..inter'fere wj :.vehicle movement • or cause 'trucks to travel over curbs . ' . • 8- All vehicles -must make complete stop prior :_to entering.,publ.ic right -of -way. • • 4' 444k k• k* k*44* 4 4 4***•. 4• k**4* 474* kM* 4*• kM* kk**** 4 4k' k• 44kk4k. 4* 4k•k*`4*•4 *4 **44k *44MMkkk4 THE APPLICANT NOTI Y THE IN''PECTOR OF COMMENCEMENT AND COMPLETION OF WORK AT LEAST 24.-OUR' If ADS/ .E. 4 33 -01 79 :�1gnature �. :' _,��� Date: h � { .......r 4 4 44 4 kk•.4k* *k•k* *' **. 44•. ** *** *'4kk*44•k * * *kk **k4*k4k *•..44*4 *44 **k ***k•k•k•.4kk*4 APPROVED FOR ciSUANCE BY: , , . Issued By: _ 4i / _.^ __ ' / - " - aa - -E95 Au hr• i zed er it Ce�]ter• 'Si gna Date 44.44.44 *44 *4.4 * ** 44•4** *,..444.4 *'*41 4.4k4* **:44.4.444 * * **t4* *•4*•44kk444*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 A",.2,4 V _ 1 24/9-.6.: _ Inspector �i _ gnature Date • i r • .e.-, 1 ' CHANNEL/STRIPING/SIGNAiD Permit No: PW95 -0126 ` Is_.ued: 05/11/1995 Status: IS'SLIED Approval Letter: 04/28/1995 P r o j e c t : 505 BAKER BLDG Expires: 11/07/1995 Site Address: 200 ANDOVER PK E Location: Parcel #: 022'310 -0099 Watercourse: Wetlands: Slopes: N Sewer: N/A Water: N/A Contractor License No.: SCHUCC' TENANT 505 BAKER BLDG 200 ANDOVER PK E, TUKWILA, , WA 98188 OWNER TRI-LAND CORPORATION_ 1325 4TH AVE SUITE.• #1940, SEATTLE, WA 98101 :.r't '. ._.. CONTRAC "TOR SCHUCHART CORPORATION P h ' orie:: :•.206 682 - 3030 1904 THIRD :' AVENUE SUI.TE'.103C1', ..SEATT.LE, .WA "98101 ,:f . CONTACT LPN ARCHITECTS.,/ ROYCE BERG Phone: 12O6)58J -8030 • 1201 4Ti-1, . S. . STE 102, SEATTLE,' WASH 981.3'41' 4MAMk• 4k• k' k' k**kk• k*• k• k*' k• k• k*** k• k• k' k• kkk* k• kkk• k• 4 4kk k* k• kk• k4*• k• k*• k*' k *• 4• k k 'k *•k'k*'k•k•4k'.4•.4•M•kkk*'A M4 Additional Permit Descriptions' .. CHANNELIZATION /STRIPING FOR - TEET WIDEN+N'3 ' . Existing Squar�.e' Feet: Additional Square.,FeeG:: New 'Square Feet: Inspection Fee: 15.00 Acct No': 000/3.42.400 Plan Check Fee: 10.00. Acct No:. '•000/345. :8'30 . . TOTAL FEES: 25.00 King County Valuation: ' Value of Construction :. '1,200,000.00 • 44k** M**** k**• k• k**• k' k• k• k**' k' k*• kA'k*' kkk• k*• k****• k• A*' k****' kkk' k*' k: 4•* k* *•k****'AAk * *'k•k•k'k *•k'AAk * ** I hereby accept this permit and agree to abide all applicable sections'of the City of Tukwila Municipal Code. We agree- that the City of Tukwi i shall be held harmles for•° al l or any claims arising'as .a result of.:this .pr'ojec.t. Permits which :, have lapsed beyond the expiration date shall' require • a''; re- application`, and re i ssuance of the permit through the C"i ty at- an i t i ona l fee, .i THE APPLICANT NOTIFY THE CITY INSPECTOR OF COMMENCEMENT AND COMPLETION , OF WORK AT LEAST,, 24 HOURS IN ADVANCE. TO SCHEDULE AN INSPECTION. CALL 433 -0179. . Signature: IA' / i Date: % / /:''9j ; * *k *k *k'4'4•k *• k**• k k**• k• k• kk* k*** k• k********** k*** k* k** k' k**. k * *•k *•k *•k * *•k *'k** **•k•k**kk ** APPROVED FOR, ISc UAAICE BY S . �� . • _ "�� , _. Issued By: _ � � -- - � ''•� . D te: `? 1�t�ft1 g }- Auth:rized Perm t C t r Signature k•k' kk•. 4 kk• k• k• k• kk *•k•r•k•k**'k'k *•k•k•k'k •kk'kk* ' k• k•k•k•M **'k*k *'k *•k•k'k•k *•k*'k 14•k*k•kk'kk'k•k'k : k'k•k *•4'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: _ /l,Q.•G (0.� 1 - -_- - 47.1110; Inspector Signature Date • • •'rill LANDSCAPE IRRIGATION 0 Permit No: PW9S -012: Issued: 05/11/1995 Status: ISSUED Approval Letter: 04/28/1995 Project: 505 BAKER BLDG Expires: 11/07/1995 Site Address: 200 ANDOVER PK E Location: Parcel #: Watercourse: Wetlands: Slopes: N Sewer: N/A Water: N/A Contractor License No.: SCHUCC TENANT 505 BAKER BLDG 200 ANDOVER PK E, TUKWILA, ;.WA..98188 OWNER TRI -LAND CORPORATION..':' 1325 4TH AVE SUITE #1940, .SEATTLE WA 9810t.'. ? ;�. CONTRACTOR SCHUCHART CORPORATION Phone.:.. 20b 682 -3030 1904 THIRD 'AVENUE SUITE-1030, SEATTLE, •WA �`9810 . CONTACT LPN ARCHITECTS / BERG • Phone: .(206)583-8030 1201 FOURTH AVE S., STE #102, SEATTLE, WASH - 98134 444. k444hk** k** k*** k* k 4*** k k* k kkk* kkkk• k kkkkk* k 44k kkk. 4k 4 k k **k* *kk•k•k **kk *k•k * Additional Permit Description: ' INSTALL LANDSCAPE IRRIGATION SYSTEM FOR -ANEW BLDG Existing Square Feet: Additional Square Feet: New Square Feet: Inspection F.ee: 15.00 Acct:No: 401/342.400 Plan Check Fee: 10.00 Acct No: 000/345.830 TOTAL FEES: • 25.00 King Count■'Valuation: Value of Construction 1,200,000.00 44*** k4• kk•k k**• kk**• k*• k** 4• k k* k**• k k*•k• k*• k4• kkk. 4k: 4 k kk* k• kk*• k' k• kk: k•k kkk* •kk•kk•k•k•k.•k•kk•4k *k I hereby accept this permit and agree to abide all applicable sections of the City of Tukwila Municipal Code. We agree that the City of Tukwila' shall be held harmless for all or any claims arising as a result of this 'project. A Permits which have lapsed beyond the expiration date shall require a' re- application and reissuance of the permit through the City at.an Fee. • THE APPLICANT MUST NOTIFY THE ';ITY INSPECTOR OF COMMENCEMENT AND;. COMPLETION OF WORK AT LEAST 24 HOURS IN ADVANCE. TO SCHEDULE AN INSPECTION CALL 4'33 -0179. Signature: Date: 44A414,414.00(141(: •k k k*•4.4 *•k*•4*:4'4 k•k* 4 4* * * ** 4•k * * *•4 44 4 k•k•k* 4* 4. 4 4•k 4 APPROVED FO;, I /SUANC / Ised By: �, � - �_ - - -- Date: ��- -/ - -/ - p2f/ - --- A'horiaed Perm C r ter Signature * * •k•k * * *•k *k***•k•k•k'k* • k k k•. 4 k• kkk * **•k **k*•k •kk*•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: _•)-. -��K.Sl4.^74. JJ /C4 I Inspe o c . 1 or• Signature Date • • 0 LAND ALTERING Permit No: PW95 -0122 Issued: 05/11/1995 Status: ISSUED Approval Letter: 04/28/1995 Project: 505 BAKER BLDG Expires: 11/07/1995 Address: 200 ANDOVER PK E Location: Parcel #: ,Wetlands: Watercourse: Slopes: N Contractor: SCHUCHART CORPORATION License No.: SCHUCC'k121NC TENANT 505 BAKER BLDG 200 ANDOVER PK.'E;' .TUk:WILA, OWNER TRI -LAND CORPORATION • 1325 4TH'•AVE SUITE: #1940, SEATTLE WA 98101; , CONTRACTOR 'SCHUCHART • 'Phone: 206 682 -3030 1904 ,.THIRD AVENUE . SUITE 1030, SEATTLE; WA •981 •'; CONTACT LPN' ARCHITECTS / ROYCE BERG Phone: •'••(206) 583 -8030 1201 FOURTH AVE S., STE #102, SEATTLE, WASH•98134 4kkk k*. 4• kkk• kk' kk• 4• k*• kk• k* kkk• k• k: 4• k** k** k• k;{ k• k 4** kkkkk' k 4• k*• 4• kkk k• k• k •k'k•kkk Additional. Description: LAND ALTERING FOR NEW OFFICE / RETAIL BUILDING • Grading/Fill, (yards)-Cut: 400 Fill: 440 Total:'. 840 Permit Fee: 106.50 Account No: 000/ Plan Check Fee: 22.50 ' Account No: 000/345.830:' Other: Account No: 000/386.904 Total Fees: 129.00 Valuation: 1,200,000.00 k k a 4 k •k • k k k •k •k :4 •k •k k k * '* 'k ' k •k •k •k k •k :k k •k •k •k • k * •.4 •k k 'k •k 'k ' k k k •k k •k k * ' k •k k •k k * •k :4 * k ' k k •k •k •k •k •k k 'k •k * •k 'k •k k * * k * k * A k * , I hereby certify that I have and examined•this permit and know, the same to be true and correct. All provisions of law and ordinances. governing this work will be . complied with, whether specified herein or not. The gr;ahting of , this permit does not presume to give authority to violate or,, ca'nce l • the provisions of' any,. other state or local laws regulating construction; ; or• the performance of work. I am authorized to sign for and obtain this'i'Land Altering permit.. This permit shall become null and,'void if the work is not commenced within. 180 days from the date of issuance,or if. the wur* is suspended or abandoned for a period of 180 days from the last ;inspection. THE APPLICANT MUST NOTIFY THE CITY INSPECTOR OF COMENCEMENTAND COMPLETION OF WORK AT LEAA'; 24 HOURS I ADVANCE. FOR AN INSPECTION CALL'' 43'3 -0179. 'Signature : / / /1 Date: '/7/ * k k * •k •k •k k • k k •k 7e it* k k k k •k 'k •4 •k •k Ale******** * k •k k k k k* k k*********** k •k k k •k •k •k •k •4 •k •k •k •k k k k**** k k APPROVED OR S %DANCE / 11, Issued By:_ A -_Ai L __. �.,.. _ D a t e: Aut4irized Permit C .ter Signature kkkkkk k•k **'kk *'kk•k * kk* kkk* k• k• k' k* kk• k4k• kkk* k• k' k k k •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 this project approved herein. ;' Final Inspection Approved By: v ...'1)(a..r , . ,,a,pL Date - - -�/ 1 1 Inspector Signature • ! STORM DRAINAGE lb Permit No: PW95 -0124 Issued: 05/11/1995 Status: I'S'SUED Approval Letter: 04/28/1995 Project: 505 BAKER BLDG Expires: 11/07/1995 S i t e Address: 200 ANDOVER PK E Location: Parcel #: Watercourse: Wetlands: Slopes: N Sewer: N/A Water: N/A Contractor License No.: SCHUCC•k121NC TENANT 505 BAKER BLDG 200 ANDOVER PK E, TUKWILA,..WA.98188.. OWNER TRI -LAND CORPORATION 1325 4TH AVE SUITE #1940, .SEATTLE WA 98101 • " : CONTRACTOR SCHLICHART CORPORATION Phone t,,. 206 682 -3030 1904 THIRD ,AVENUE SUITE • 10'30, SEATTLE, WA; ; :: �`. CONTACT LPN ARCHITECTS ,/ ROYCE BERG `.'Phone: 1206)583-8030 1201 FOURTH AVE'S, SEATTLE, WASH 98134 *• *** kk•kkk **A*** k **A *•k * 'k ** k* 4 k * * k •kk•kk k•k•k•.4:(***•4 k•k•k. *•.4k ** *•k.4k•k•k•kk* kkk k•A . 1 Additional PerMit Description: . ... . CONSTRUCT "STORM DRAINAGE SY1 EM FOR NEW" UILDING ' Existing Square Feet: Additional SquareF'eet, New Square Feet: . Inspection Fee: 15.00 Acct'No 412/342..400 Plan Check Fee: 10.00. Acct No:' 000/345'.430 TOTAL FEE'S: 25.00 • King County. Valuat.i'on: Value of Construc '1,200,000.00 k k k k *k* ::4*'k•k* k*•kk*•*•k*•k•k•k•kk'k • k**** k•k:4•k kk'k** kk kk•k*kk•k * **kk•k k* 4•k•k•k•k•k•k *kk* *•4** 4•k k *., • • I hereby accept this permit and agree to abide, all applicable se of the City of Tukwila. Municipal Code. We agree that the ,City of Tukw,i1a• shall be held harmless for all or any claims arising as a result of 'this_;'pr•o.jet:t. µ Permits which ,have lapsed beyond the expiration date shall require a' re- application and.reissuance of the permit through the City at•..an :.ad'ditional fee. THE APPLICANT MUST NOTIFY THE :CITY INSPECTOR OF COMMENCEMENT AND COMPLETION OF WORK AT LEAST.24 HOURS IN ADVANCE. TO SCHEDULE AN INSPECTION CALL :::: : X IAt4e 4 ' ? 1- ' / Date: :// Akk•kk•k'k•k•k'k•k•k **' kk*' k* k*• k• k' k' k• k• k• k*' k*• k****** k• k*kk k• kk*' k****: 4• k**** **•k•k•k•k•k•k*•k•kk•kk•k*kkkkk APPROVED FO Ir" U,ANCE BY. J . • . • Issued By: 4 / �'- <> . u Date - - - - -�/ -� -L � r or i zed Permit Ce4 er Signature } 4 *k *•k* *'k *kk•k* k*• k• k*** k• k*• kk• k• k*' kk•** kk' k •k•kk•kk'kk ******k'k•k * **•k•k*k •k•k•k*•k*•k**'k • k * *kkA 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: /1�.G_ 1�, . _,.. ._ "•• , _ (1.'_• : Inspecor SSignature - Date t ' FIRE LOOP /HYDRANT .I r . l , Permit No: PW95 -0121 Issued: 05/11/1995 Status: ISSUED Approval Letter: 04/28/1995 Project: 505 BAKER BLDG Expires: 11/07/1995 Site Address: 200 ANDOVER PK E Location: Parcel #: Watercourse: Wetlands: Slopes: N Sewer: N/A Water: N/A Contractor License No.: SCHUCC *121NC TENANT 505 BAKER BLDG 200 ANDOVER PK E, TUKWILA, WA 98188 , OWNER TRI -LAND CORPORATION) 1325 4TH AVE SUITE. #1940, .SEATTLE WA 98111 CONTRACTOR SCHUCHART CORPORATION, Phone:, 206 682 -3030 1904 THIRD'AVENUE SUITE'••..1030,.. SEATTLE, WA98101 ':;: . CONTACT LPN ARCHITECTS. /ROYCE BERG Phone:' (206)583-8030 1201 FOURTH AVE' S , STE #102, SEATTLE, WASH •'98335 kk' 4 *•kk** *•k *•k.k*•k **•k *•kit* * **kk *'k•k *•4k tick kk• k' kk' k*• k4*• k' k*' kk•k k* •k*•k *'k•k•k *•kk•k *kkk•k *kkk.4k Additional Permit' Description: • ' CONSTRUCT, FIRE LOOP /HYDR . , RE1'1OVE EXIST L- 4S.INGLE CHECK VALVE ASSEMBLY ; AND VAULTi REPLACE - WITH SS - DETECTORDOUBLE CHECK VALV t= •'A:,.:�EMBLY/WITH VAULT, •�„ ,,,,.� SIZE ACCORDINGLY. INSTALL ATE VALVE- AT.•WATER MAIN.YHE'EXIST FIRE HYDRANT ,ON ANDOVER PK E, NORTH OF NEW DRIVEWAY SHOULD BE RELOCATED TO BEHIND SIDEWALK & MAY REQUIRE FLANGE. BY MJ ADAPTOR. 'Existing Square Feet: Additionai Square Feet: H. New Square Feet: Inspection Fee: 15.00 Acct No: 401/342.400 Plan Check Fee: 10.00 Acct No:,000/345.830 TOTAL FEES:' 25.00 " King County Valuation: Value of Constrlrction. :. ,1,200,000.00 4 . k44k• 4* k• 4•kk• k• k• k• k• k' k; k* k**• k**• k* k********• k**• kk*• k• k• k*' k**** 4• k• k• k*• k• k' k• k• k• k•k•k•k•kk* I hereby accept this permit and agree to abide all,.applicable sect•icins of the City of Tukwila 'Municipal. Code. We agree that the City of„ Tukwila 'shall be held harmless for:all or any claims arising as a result of this Permits which have'lapsed beyond the expiration date shall'regUire a re- application and of the permit through the Cit.y,..a.t an additional fee. • THE APPLICANT MUST NOTIFY THE .CITY INSPECTOR OF COMMENCEMENT AND COMPLETION OF WORK AT LEAST 24 HOURS N ADVANCE.. TO SCHEDULE',.AN INSPECTION CALL 433 -0179. / / / / �, / ,/ / / -5 Siynatur ~e: / Date: *•k* ** *•k k* *• k• 4*• k• k• k***• k*• k****• k'. 4• k*******• 4* k• k**• kk****• k****• k• k• 4 *•k•k** *•k *•k**•k•kk•k•kk•k44** APPROVED FOR' ISS BY' X15 Issued By: i� , i.��Q , � . •. / Gates -117-4-7-5 45 Auth • i zed Perm . Cent: r Signature 44444•4k•k•kk *k *•kk*. ******•k•k* * *kk**• . • k* k: 4• kkk• k'k•k'4*'4'4'4 **4'4'4'4'4•4'k•4 •k•k•k•4'4 *k•k**•4 *k•k:4*•k4 I hereby certifl! 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: ._'_t.1- . __ (.!/'» 9 Inspector Signature Dat P II • , . ...... . , • - ' � ... CURB C.urIACCE',S/SIDEW G G " o Permit No: PW95 -0120 Issued: 05/11/1995 Status: ISSUED Approval Letter: 04/28/1995 Project: 505 BAKER BLDG • Expires: 11/07/1995 Site Address: 200 ANDOVER PK E Location: Parcel #: 022310 -0099 Watercourse: Wetlands: Slopes: N Sewer: N/A Water: N/A Contractor License No.: SCHUCC'k121NC TENANT 505 BAKER BLDG 200 ANDOVER PK; E, TUKWILA, WA.'98188. ' OWNER TRI -LAND CORPORATION ' 1325 4TH AVE SUITE.' #1940,, :SEATTLE. WA 98101 ,. CONTRACTOR SCHUCHART CORPORATION ' Phone: 206 682 -3030 1904 THIRD' SUITE 1030, SEATTLE, WA';98101•'. CONTACT LPN ARCHITECTS /'.ROYCE BERG .. ..-Phone: (206)583 -8030 1201 FOURTH AVE S., STE #102, SEATTLE, WASH :98134 ** k#*' k' k' k' k*' k****' k' k*'k.*' k• k**'**k*• k*****' k' k' k' k*' k*' k•k: k* k' k' k' k` k***' k* k*'. k *'k *'k*'k *4c'k*'k **:k:k* *•k*kk Additional Permi Y J CONSTRUCT' CURB CUT /ACCESS /SIDEWALK: l ��. Existing Square' F .N ' al '' • 1 ', Addition fi. ' ` � °e•�• ' New Feet: � Inspection Fee:. • 15.00 • Acct. No( 000/342.400 Plan Check Fee: 10.00 Acct No:' 000/345.830 TOTAL FEE'S.: 25.00 . ' . �* . King County Valuation: Value of Construction: . . 1,:200,000.00 k *'k ** k**' k'k**** * * ***'A'k ** **'k *'k'k **'k * *•k k**•k'k***** k'k****'k*'A'A k ** *'A'A'A'k*'k*'k*'k** *'kk k# I.hereby accept this permit and agree to abide all.applicable sect,io the City of Tukwila Municipal Code. We agree that the City of Tukwila' shall be held harmless for -01 or any claims arising as.a result of,'this.. Permits which, have: lapsed beyond the exp i,rat i on ' date shall requ i"re a" re- applicatioiY and.reissuance of the permit through the City at an4dditional fee. . . . THE APPLICANT MUST NOTIFY THE CITY INSPECTOR OF, COMMENCEMENT AND. OF WORK AT LEAST . 24 HOURS IN ADVANCE. TO SCHEDULE AN IN P.ECTION: 'CALL 3. :/ / // Date: _ k*kk *k * **#* ' k• k******* k' k** k' kt tM**' k*' k' k*' k*' k*****' k****• k• k* kkk* *'k'k **'A'k•k'k*•k** **k* * *k *•k* APPROVES OR, S% I,A,NCE BY • Jr" Issued By: / , Date 2�L _ I_ q _ • A itl rized Permit - C nter Signature * *kkkk**** *•k** ' **' k*****' k**' k**" k*' k' k' k' k' k***' kk**' k**• k**** k *k•k * *'k•k* ***'k*'k**•k'A'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: __ 2 ,'^ fLa. 2d» _ Lit 57% _ Inspec or ,ignature D"at . Q i .. • ' ,.• ,. ,•44.„: ., .1 „::: :.4:!! . i of Tukwila ., (206) 431 -3670 ' Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 SANITARY SIDE SEWER " . 1 • j • . . . - FIRE LOOP/HYDRANT . .._( k . .. Permit No: PW95 -0121 Issued: 05/11/1995 Status: ISSUED Approval Letter: 04/28/1995 Project: 505 BAKER BLDG Expires: I1/07/1995 . i to Address.: 200 ANDOVER PK E Location: Parcel #: Watercourse: Wetlands: Slopes: N Sewer: N/A Water: N/A Contractor License No.: SCHUCC *12]NC TENANT 505 BAKER BLDG 200 ANDOVER P1 E, TUk:;W' ILA' WA 981.88 ::~ - OWNER TRI -LAND CORPORATION - ':c,'a' : -, 12.25 4TH AVE U;IT ' EK' #1 40, SEATTLE, WP, 981•' 7 •`� , . CONTRACT 'SCHUCHART CORPORATION , < `'4 ~ Phor 206 682- ''0'30 1904 THIRD``AVENUE 5U'ITE' 10 ?0, ,,SEATTLE, ri;JPi'`,'98101=•`'Z { , ... CONTACT LPN ARCHTTE. T'S,, /'; ROYCE BERG 4¢ ''Phone : { (2•06) 513 -80'30 1201 FOURTH AVE i .ATE. #1 .�EA9 TLE, WASH, 49035 �Y r '., k •k k •k k k •k •k •k •k •k k •k •k •k k 4r k .•4 * *„ •k'k •k k'k k i( • k * • k* 1444 k 9F ".�r •k 14 k * k k�•k,;k •k •k •k k •k •k •k •k •k •k •k •k Additional Perm De :'c,r i'pt on'f v �, ► �p r'r r '''T' + .,( :%) ' ''', 4, 0 4 CON LOOP VHYDI . ,REMOVE) E XIT % INGLE t ` `; :1.1 ,,:�'' ' t%. , !! Vi i CHECK.. VALVE ASSEMBLY c.�1`ND V'A,l`�LiTr'.�+ �REPLACtk ° '�WITf•! `� � � {..�, • ` � DETECTOR PDbUB.LE CHECK:; VALVE' ASSEMBLYjWITH VAULT, %+ 1°% O..' A 'SIZE AC.CORDI,NGt1... IN'STALL� GATE VALVE WATER �`, * "'' ,:a CAN MAIN. YHt t IST HYDRANT ON,,.ANbOVER "'Pt E, NORTH OF NEW'1,DRIVEWAY SHOULD ,BE-- RELOCATED TO..0BEHI'ND ;'. , 'k SIDEWALK!, F< MAY REQUIRE FL MJ ADAPTO ' E • r..i =tin ... ..,� :'",1 Existing Square Feet . . Ad'd'itional 'Squar• te Fkee , New S ,Liare:..F.e`et. ;, t� ; ii, In-:pect'i�`on Fee. 1:5 /00 =t� Acct No 4017'3421x400 P l a n Check Fee" 1.0` 00 Acct N'o 0O r t TOTAL FEE'S+ 25.00 } King County Valuation': V ot,.!:onstr rctinn �;1,.20O,000.00 k: kkk• k• k• kkk• kkk• k• kkk• k• kkk' k• k• k• k kk; k kkk• kkk• k*• kkk• k kk' k • k• kk' kk• k41k• k' k• k k`' k7k k' h• k• k• k' k•k•kk•k'k I hereby acceptAthi: permit and agree to abide ,al.l.,..ap icabl,e se�� of the City of TuF;wi l a,, *Iun i c i;pa.l Code . We agree that the C i t:y of :; Tui'cwi;Ta shall be held harmless fn' 'or` :any cl'a�i ►s het , I . r . n arising as a: re�.ult';uF$ 1jel`•t Permit which ha :�l. ve- . apoe . beyond the erp.:i ratl_on' date shall' require a re-application and V r� e issuance of the permit through the C i ty. „a.t. an a d d i t i o n a l fee. THE APPLICANT MUST NOTIFY :THE,CITY IN'SPECTOR'''OF COMMENC AND COMPLETION OF WORK; AT LEAST 24 HOUR'S' •N`f'ADVAN,CE..,. .TO_.SCHEDULE AN ' IN'S+PECTION CALL 4'3'3 - 0179. _ • 'Signature: � ' ' / Date: •kkkk•kk•k•k'A k•kk•k•kk•kkkkk•A'kkk•k • kk:4kk•k • k•A k•b*'k•k•kk•kk'A kkk•k•kkk•k•k k •k•k•k•kkkk•k•k•k•k'k•kkk•kkk•k A'A *k'kk APPROVED FOR, I'S'SAIA.NCE BY • 1 Issued By: _ / L1 ? -- i ,,,. Date : J a- -JJ 7_J 693_5 Auth ~ i zed Perini . Cen r Signature kkk:k•k•k•k•kkk•kk'k'*•k •kkkkk'k•kkkk•kk'k•k • k• . kk** k' kk •kk•4•k'k•k•kk'k•kkkk•k•k•k•k'k kk'kk•kk•k•k•k'k•kkk • kk•k•k•k • I hereby certify' er•t i fy' 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 'Approve.d: Inspector Signature Date ~~~ . . . ' , • . . � � . ~.---�-' • ' � ^ . . „, ' . \ / ' ` \� CITY OF TUKWILA . ' _ - � ' - Address: 200 ANDOVER PK E Permit No: PW95-0121 Suite: ' Tenant: 505 BLDG Status: ISSUED - . Type: PW-FLM Applied: 09/24/1995 Parcel #: Issued: 05/11/1995 *** *^k****4+**+*+***^4 +^*+*x* ******+**+*****x+**+***** 4 **+*+**.4++ Permit Conditions: 1. Temporary the fi order of s i 2. It 7l b In con tmins e • v double h • the Fi • _ , 3' All St , -•., o 0 .,.,„ \ ,t \ ,,,,, yi. , \\::\ - ' i ° : : 11.. 4.."k' N. , i.i 1 4 ,7 if: 3 7 , ' . • i • ,. , ,.., , 7 1,., , , , ,, i • t--1—, .1A ,, - „,,,.. . -.... \ A t . ,;‘ ..,• 'i r ",,, //,' t, ' .;'; q,„ '4 ; I) 0 . / , c ,, c!........„-- ,...,s 0 .,4 • '. ‘t V \ .. 4 .. ., , ,, i .41*., ..„,r . .. ,,,,, , .:,, .. ; g ,, 4. � . . \,,, (...,,, 0 ,... il t/ 1 . � , ;.;;., :.„ ,,,, 7-: .0," . � w . . i i .., , ' „. ' ? . ,o A.,..„,,,,,,,,,-- - ,,, ,,,,,,, [.,,,, P., - Y� ` ' . '' • ' _ __ • • . � ' � . �� . , i .' ^ ' -' . ` �� ' ' . ' � 1 ' ';;ii ' . ' . ' LAND ALTERING k, Permit No: PW95 -0122 Issued: 05/11/1995 ' Status.: ISSUED Approval Letter: 04/28/1995 Project: 505 BAKER BLDG Expires: 11/07 /1995 Address: 200 ANDOVER PK E Location: Parcel #: Wetlands: Watercourse'.: Slopes: N Contractor: 'SCHLICHART CORPORATION License No.: SCHLICC`k121NC TENANT 505 BAKER BLDG . f. 200 ANDOVER PW'7E;:TU1 WIL• ; ., ; :,. OWNER TRI -LAND CU OR•ATION '',.-4.1'''7:'-', ' k ti ' � iti 1325 4TH: A•V, "-k•:—..,... UI,TE;1. #1 y. 0., 'I:E WA 931171., " -;,, CONTRACTOR '.":CHUCI1AR:T/CORP,O ATI'0N "+ P'-'''') r' `` e . 206 682-3030 ' 1904,1 l lj-IRD,•, A IENUE' <'S:U TE 11130 , 3 SEATTI2EFt. 'rW A .9 8 i�Q 1 `''t. CONTACT LPN% HITEC.T'=T `/" ROYCE: -BERG ', .1 ,, ,.� '/ : N , , , ' ,, ;• Phurle��: ( 206) 58'3 -8030 12q'I ' FQURTH AVE • ` y r R �. ��•,� rTE #1 ' 112, '.= :EATTLE,' "WA''S�H9E1'.3`4' le 11 *' kk' k: 4kkkkk 4 44' k> k k; �k' Yik 4` kk' k ' kk' kkkk: 4*' k;, k' krk; 4k;k'kkk'kkk.kk *k'44kk **'k•�F #k'kk ** kkk *k* Additional 0 :crip ; ;,.' LANDALTERING FOR, "NEW OFFICE• / RETAIL BUILDING ,';. (3? ading /F1.l.'i (Yards) -Cut. 400 Fill 440 Tuta• .' ''''840 Permi 1.06.50 '' Account No 000k3-2-2:100::. Plan ChecE ree: 22..50` A,cc'oiint No 000/345 :830N Other: . 'A - count No 000/386:904 Total '.Fee.,. '129; 00 Val.uati'on: 1 , 200,00 :00 ' . * * k k k •k •k 'k k •k •k k, A k k k k k * •k k •k •* k .4 * * `k 'krk 4 '4 * * k 'k •k 'k k : k • k •k k •k * .k •k 'k •k •k * * •k k k 'k * •k k 'k.*; k :4 'k k k k * I hereby certify 'that I have read and e,:a.mined ; per mi t j' and '.Ftnow ` the same to be tru a nd. correct. Al l p . ravisions of • 'law 'andfordin�an.ceS:. . . i g o v,.'e r i g' this i wart; will 'be complied, with, whether spec'it.:ied :herein`•ar not. .•,The gv tinting of this permit does :not Presume to give authorit to_ violate or : cance .l the provisions of any .. other state or local law�a regu'.lat'ing construction ; or the performance of work. I`am authorized to sign tor• and obtain this'';Land • Altering permit. This permit shall become null \an,d; va•id it .the wig` "r,f� i_. not 0`•` commenced within 18days from the date of is cuance ar i.t 'tihe work is • suspended or abandoned' for a 'period of 180 days .fi"om th'e,: :Nast jn;spection. THE APPLICANT MUST NOTIFY THE CITY INSPECTOR OF COMENCEMEN.T. COMPLETION OF WORT AT LEA'' 24 ';HOURS I • ADVANCE. FOR AN INSPECTION .CALL' 433 -01 79. m gnature _ � . f! / ' Gate ��.'��-_ 9 . . 4 k k •4 •k 'k •k •k * * 'k 'k • •k 'k .4* 4 k * •k •k * 'k 'k •k 'k a r t 's4: *•'k ••k * 'k 'k A. * k k : 4 •* 'k •k k •k 'k;k.'k k * kqs, k; •k •4 * •k k •4 •k 'k. •k 'k •k •k 14 •k •k •k * 'k •k * * * A * APPROVED OR IS.' UA•NCE / • I: _.ued By' _ 4I _ L __ if _ Date: A - - i 4 /V Aut,•rized Permit C. ter Signature k ** k**•k**:4•R* *•k• k******** ******% * *'k* k * * *•k'k• • ' *� * ' k• kkk k *4•kkk•k *•k'k k kkkk'kk•k'k•k•kkk•k•kk.4kk•* I hereby certify that the permit holder whose name and address appears on this record has satisfactorily met the standards and conditions for this project approved herein. Final Inspection Approved By: Date: • Inspector Signature • • , .r. ,, . CITY OF TUKWILA Address: 200 ANDOVER PK E Permit No: PW95 -0122 ' Suite: Tenant: 505 BAKER BLDG Status: ISSUED Type: PW -LA Applied: 04/24/1995 Parcel #: Issued: 05/11/1995 ****.lek **'k:k*•k **** **k' ** kk• k• k*• k• k; k• k' kkk' k:@' k*:k k*: k• k* k' k*' k*• k' k• k**• k• k *k'k Permit Conditions: 1 . Temporary ,erasion con trol~r;Pile. su r. es .sh'a.l•403e,,,imp1 emented as the f ir'st. order of 1 b .te'.Ss'eto preverft' "s'e_d:i.t.at ion off - site or into ex st: i�'g n `:°s`torm.. d ra 1 i�'t' nien ies;:f. 2. The site sha11,•� perr,ma'ne;n t;; e ro :4 : inage faci 0 con i'a l nes i'r•es in 1 ace a ..0 : " s�" o , ,:.i b� 4,ee' �:r` . r,� = � ;b e p s n „ +. p s r; a' ter; -',t i'. i a l g r a d��, ri g h a n t completed of;ji';prior'-40,,,,J he ( Final Inspectiori.D, p `' 0• • . The d e v e •l u p. e'r s h a -1 `'1, v,e r i f y 1 w `r• 'i t i "ri" ' 't o „the r City 11,t i 1'�1 Jt <i,e s . • Inapecto,ri;;that'' the material to. lie placed i�s �e6'tor i •t;e • i a 1'''WI) i eh a'l'l oats t \li NON t r a t i s r '' ,} ` j , f i 1 1 ma r'' t' J o n o f� tf• t �. a` 4 water ; drainage..'''' Thi: ver. i:f ication :Shall he p viii - 6 / . pr�ior - to any t `i 1. . p lacement • ' ; -: •-; , . " '' +• '' ,. 4, The I dri"d Alter Perni :it'' 13a`: e upon an e ti°matodr•��r �` \f1'\, 400 '..cy ofor.,t i °1 l �, . If; the t i "1`•�quantity exceeds t.• ., `, . thi the deve'lo'p'er..W,s. a111 be to ca1(u1at'e , Y,\ We n permit feed s`'`" r. / •` � ,pri+or t17e�'�;i'.�,i na 1��::4giian i ty end' p a. ,y t, y d i f f.ere�i'�i� - � • ':3 to the Fnina•I In ect . + 1 p — ti � :� q r - .. 7. , �.�'.�'' `7° # f C...: I. qtr 5. Hai�litng over 5`0:ec i1 \\re i.t.1ire ,p1 for a Hauling �, Pert �n`iit +pr;.i. to :,an,v,- a Ssoc�i,a :ed activii t . `� � ,, �, r' ' - s l s t V f q q ' 1 t' r \ SY5 %1 e N . -�- ^�.. .. .�`��, tY:45:ft7:a7 8 i s °� y . ;.. trs ) \\\ \ ' ,4",.." 11 r \s, a, . 414 4tra.; 0 '.***"..4. 4 , ,4 4,1 1 � X> ` : A' 71, . ,` ,..• `-.. ! t ,dry t 4'l. .,, c V p P ;" �'` �¢ '' ~+ .. ��` ' ,-,,,,,,,q, 1 , .."..._ ' ...+n. ,....„„--....,,,p.;9-- ' . "`44,1>.." J '". . ... .. Z' ' .,i;j... � - - 5, , ..+.•....a+ , tr. �.w• i . .� ..�.. •••` .. • • • ( LANDSCAPE IRRIGATION (... ., Permit No: PW95 -0123 Issued: 05/1 Status: ISSUED Approval Letter: 04/28/1995 Project: 505 BAKER BLDG Expires: 11/07/1995 ! Site Address: 200 ANDOVER PK E • Location: Parcel #: Watercourse: Wetlands: ':,lopes: N Sewer: N/A Water: N/A Contractor License No.: SCHUCC' TENANT 505 BAKER BLDG • 200 ANDOVER rl ..., ............. z- ....,, 2 VER Pt E, TUt ?;.W3;LA WA; "_ "" .C`'1,�,8:8: °:r-.,, OWNER TRI -LAND CORPURAT•IO�N a. " ..,.....,*.,...,: : - � ' 7 " fi y . 2 25 4TH AVE � � -�•. �'M 1 � 'Lt,� #'1�L740, „SEATTLE WA 981'tl °1�,.,���,�h�• CONTRACTOR SCHUCHART CORPQRATION I: `'. ,. r ` P'liti''e• 206 682 -30'30 1904 TH I :' I.'fV ! �� • 'x'� t < e �. /... q ,r?`,t°`;� RD A;y LIE SL ITE•Qr 10' (S :,;EP,TTTLE 4kfi 98101 .: 1= CONTACT LPN ARCHXTEt.T'S,, /`"t BERG /j `.� P ho •�e' -. .K 06) 5133 -80 ,,. .. f ,` `fix i X1'1 '.� ,, a V' S P a � � 1L, 101 FOURTH A+�C �.,, -,TE.:,, #1 °0 _�EPTTLE, WA`S,I-t,: :.:9 1"34 �r, 'k k k k k 'k k k •k •k •k - 14 'k •k k * yt •k " k 4k 'k :k..* 'k :k . 14 *4 k •k k 'k 'k k k k '.4 'k 'k A •k k k '4 k 'k 'k k '/ k'k „k •k •k 'k "M 'k •k' k'i •k 'k ' Rk *:k k k •.4 . 14'k 'k k 'k •k 'k 'k 'k 4. r.'4^f .t ; • 'e 7; ':+ ti : t . ` .% .. • Additional Permit Description'. ; ; ..• . IN'L TALL LAND'' CAPE t ” IRRIGATION Y'S1TEM FUR NEW BLDG , '`' .. Existing 'S�quar'e' F,ee,t. ', ''t i . "Additional Squar = Fee t `;:.; New Square F'ea`t . Inspect'ion Fee:', 15.00 Acct `No' 401/':42'. 400 Plan Ch;ecl :: Fee,: `•' 10, 00..' Acct No....!.00'0/3'45.`.830 • TOTAL FEES:. 25.00 ' , ,, , :o King Countv.`�.Valuation: ; ' of Con:truct..iorl. :. k k k 'k * 'k •k k 'k 'k •k •kt k' : k"'k •k *,.14 •4 . 14 * k •k k . 14'k .'k 4r , 11 : 14 :k 'k 'k '4 �c ,..k k...k k 'k '14 k.44 , k •k 'k •k . 14 •k 'k k k •* •k •k 'k 'k •k *,...k k k •k 'k kk •' 'k 'k' `k ''k •k k k •k k •k k ■ N tr I hereby a th is. perm'i a g r e e ''to ab.i'd icabl'e ,s'e`ct,iory "rot the City of TuFtw':i1a Municipal Code. We agr•'ee,; that the ity of ; Tu4:;wi la? '_h'a',1l be held harmless • for . l 'or any claims ar'ii,in.g.,:as.`a result of "tht'"p'r•o,j'ect. Permits whi`cli' have 'lap' ed beyond the e, ,pi:ra 'date,•: hal 1. re,qu.:i;r•e a 0 re- application ands, re issuance of the permit through the C`ity'a't•. an � • r. fee. ‹ • THE APPLICANT - MOST NOTIFY THE CITY INSPECTOR OF' AND`',,CUMPLETION •• OF WORK AT LEAST` .24 HOUR'S IN ADVANCE. TO SCHEDULE AN INSPECTION' `CALL 433 -0179. // f ,' Si+ nature-.. j /2 / Date: � . /.�•:.. '4 k k k •k 'k k 'k 'k k 'k :k-7k, k k k k •k •k 'k k 'k 'k * •k. k 'k'k 'k 'k k k 'k 'k •k 'k 'k 'k k 'k k 'k 'k ,'k''k •k 'k k k k 'k k 'k k k;k 'k 'k 'k k 'k k 'k 'k 'k 'k k k 'k k k k k 'k k k ',' APPROVED FO' I''S,NANf. , , .:4 .> � . J5 t ', .. ~f / qq Issued By / GL J ----= = - - - - -- `Date — — — — / —L (— - -- A , hor i zed Permit t. r er S ignat� ire / 1 k k k k k 'k k : 4 'k 'k 'k •k v •k 'k '* k •k k 'k k 'k 'k 'k 'k k ' k •k •k 'k . 1 4 1 * k k k 'k k 'k 'k k 'k •k 'k 'k •k 'k 'k 'k 'k •k ; k 'k 14* 'k • k k 'k k 'k k k * A 'k * 1 4 •k 'k k k '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: _ .. Inspector Signature Date . •s / t • CITY OF TUKWILA Address,: 200 ANDOVER PIS: E Permit No: PW95 -0123 Suite: .. .... Tenant: 505 BAKER BLDG 'Status: ISSUED Type: PW -LI Applied: 04/24/1995 Parcel #: Issued: 05/11/1995 4 * '4 4 '4 * 4 '4 '4 '4 * '4 4 4 4 4 '4 '4 '4 4 4 * '4 '4 4 4 'k 4 •4 '4 '4 '4 '4 '4 4 '4 '.4 4 A '4 '4 '4 '4 '4 '4 :9 '4 •4 •4 '4 •4 '4 '4 '4 '4 '4 4 '4 •4 '4 4 4 4 '4 '4 4 •4 '4 4 •4 •4 4 '4 '4 4 Permit Conditions: . 1. It :hall be ver•it ied in.'wr'',i•ti' rig :At'o - Inspector that the •Iandsca i a`tian s ystem cont':a1.ri ?-:; :a, State .. �' e a � '"',', q check e c. I, v 1Hv Department of Hea.lth;; ;pproved; double; , ; "assembly. This. s h l 1 b e ,d "`' ', a vrie °`priot� �t.�� the. Firi`�'� �-s � *, ry gal Ire pectic ►i•'. ` 7(.d.:1. t . a f•. :1 • 1 '.r , n y ;.v: � (1! { . . r . . � 7 , , t w . t . • .. J :? , ` ':7,,', ,.' �'i,•,'l JJ , rG ti., np /pot r "�5• .,L ,., ��f `�,��'.: r �,, t.+ s?t .o'r,"�' � ■ { • d r y + ' ti f , = ) u ° : + +\ c, : j ' \.05 ....1•1 1, ) 7,, ti r .i4 '''.It-t," ' ,, •p.'; r _ • r �` �'.,� ; t � .'t• `aAf, `p� - I '` { ^� ''� \ ' , , j ! ` " �• •' � ' �' 'f' y rll i n _.. ... ,k . . 1 .f V `f b+ i,/ ,i> 4Zt'�tif tt 1 .. ... i',,,,;11 A< 1 . .) \.. � n ✓' •. i '\ S, . . \ y ,� ;;,i* • L':, `)....:r p p . s ir 'L 6': }� 1 ,/ • 1 r 1 : {:'4Y s } 1 r I ., ; r Jr I Y ` 1 N \ > ^ �.: 4) N t . . p t 4 � + P"! :41 f ps i .. h. ' •;�, � ..•A" c y 444, ' A`t i> • \\ I/ i ,AN\----,:v 0 1 ti . �� �t - :� t .x ,, , q , 't p h .„....„ y ' m /f x � , ,.k.k:.r.. ,•,,,,W:. 4 . !..:' ,. "' r,. ,.. '. p r'' 7 • a• :f' /,,A.6 ' 4 . ', ;,: •: ti .: µ �.,'�,� r •"'.., ti : ,'1 `• Ml;k - ;. •` ' :. ',a ^. ".-• - ., .b,.. _. ;" r r te ..,r �Nr ``'�:;,,,y lets .wns�} - ;�I'.... ,,..`... '� -`1, �.r1.` " ':. ---' -.. • • w STORM DRAINAGE Permit No: F'W95 -0124 Issued: 05/11/1995 Status.: I'SSLIED Approval Letter: 04/28/1995 Project: 505 BAKER BLDG Expires: 11/07/1995 i to Address,: 200 ANDOVER Pk, E Location: Parcel #: .. Watercourse: Wetlands: Slopes: N 'sewer: N /A_ Water: N/A Contractor License No.. SCHUCC TENANT 505 BAKER BLDG .. 200 ANDOVER PK: C, TLIK :WILL WA ` 98;188,, ~,) ; OWNER TR I - LAND CORPORAT I0 ' - ... .. ' , : 325 4TH AVE SUI,T.E}= #'1.940 S T WA ' � 1 ;•' •' .:� ,, " CAT LE: �lA 91�1�0�1 .� <,,', h .ti` .. •. CONTRACTOR '=,CHUCHART CORPORATION .;ti',, ''' S'.; ; ;; c: ��hone; : .. 20h G82 -':030 1904 THI -' :AVEN ;SUI:. :! 10'30', . ' :�E ;T,T LE , AJX' 93101'`: ' A`- • CONTACT LPN ARCHI,TE� T`S,. /'•.R0,.YCE' BERT; '.''.: :fi /Phone:' :',(2. b)C' -8030 . v. 12'01 FOURTH AVE : : :,S SEATTLE,.' WASH '98 =134 ° ,,,q -li, t ' ( , •k lc k 4 * * 'k * •k •k •4 k •k •k * •.4 •k •k'�k;•k k •k * •k * * •k ,) :4 •k •k * *'k k 4 - 4 .k •k •k •k 'k '4 4 k 'k •k * .4 •k 74 .,•k ' 4 1( k • 'k k k"k`•k :4 * , 4 kk k * k A* * •4 4 * * * •k If Additional Per,nii• De ' ;z . CON'=,TRUCT''?�TORM DRAINAGE 'SYSTEM FOR NEW BUILDING Ex..is.ting Squat Feet. ! Addi tional S,,quate,,F'eet\' ', New Square F'e.e't. - Inspection Fee. 15. Acct N6:: (. 412/3,4 2 ,. 400 Plan Chec>•:: Fee. 10. 00, Acct No O0( /3'45' 830 TOTAL FEE'.,'. 25.00' . .' ' :,' King County Valuation Value • of :Construct ion.: %1,201,000.00 4 4 k 4 '4 * •k * •k •4 •k * 4 •k ; k •k *" k" •* •4 '4 •k •4 4 * M k •k 4 * k '4''k *' 4 'k •k •4 •4 k , k •4 'k 4 •k '4 * * •4 * •k * •k 'k 4 k 'k •4 k •k * •k •k •4 , k * * • 4' •4 •k 'k * * •k k 'k I hereby a , icpt this .permit,,and agree to abi`1er.:al'.l.,app i i ca1 le s on.S the • City of Tukwila unici,pa1 Code. We agr••ee''tii`at the " of ,TuL 1 a :,h`a`ll be held harm 1e,as' M ' fors` all or any claims at i .ing:,'as `a resu7,t of ''thi ,';p . Permi t whi : Maya' l'aps'ed beyond the e�:p'•i.rat. i'on''' d.ate.� -,,'ha 1 1 requ.i re .ai•.,; i re- appli cat on • and reissuance of the permit" thr,pugh, the City 'at�,,an,,'�ad'ditional teL . > ° . ; < tr t THE APPLICANT :MUST NOTIFY THE CITY INSPECTOR il COMMENCEMENT ANC'r�-.COMPLETION OF WORK AT LEAST 24 HOURS IN ADVANCE. TO SCHEDULC AN INSP_ECTI;��N, CALL . 43'3-0179. ;,;;;•. ignature: ' / / D ate: o- / �✓ *k *•k *•k•k•k*•k*•k k* k* k*• k• k*• k•k• kk. k; k• k*• kk k**• k.• k*'kkk k'•k *•kkkkk*•k�k, •k•k* **•k•k•k**k•kk* * * *•k•k* APPROVED FO, I'�'��I.ANCE BY'.--,, ) ,. I: su ed By A - Gtr /1- - - -- `- - _ - ,D ate . �- __// L- sf A u ► or i zed Permit Ce t er Signature k **•k * * *k * *•k*k kkkkk ****•k•k'k•k•k'k•kk * ***•k••k•k *•kk•kk *kkk•k'•1r•k k k•k•kk•kkkkkkkkk • k•k•k k'k'k kk *kkk:4 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.. .. • • • .r CITY OF TUKWILA i Address: 200 ANDOVER PK E Permit No: PW95 -0124 Suite: • i Tenant: 505 BAKER BLDG Status: ISSUED Type: PW -'SD Applied: 04/24/1995 . ■ Parcel #: Issued: 05/11/1995 " .. :k 'k •k 'k 'k •k •k •k •k 'k 'k •k k •k 'k •k •k 'k •k •k * 'k 'k * •k 'k •k 'k k 'k •k 'k * •k 4 •k •k •k 'k 'k •k •k 'k k 'k 'k 'k 'k 'k 'k 'k •k •k •k •k 'k •k •k 'k 'k •k 'k * 'k k k 'k 'k •k k k 'k * •k Permit Conditions: 1 . Temporary eras i on contr. �•r , e ^'`" • �o�l niece sun � 'o�;�m� ' s � ha�:1 �1ti `b:e imp 1 en►ented as .« ,...... ..tea ,.. , m e.., ,, the first order of bUsi�.»e-s'c, to prevent"" „ se eri>ler��tation off - site or into exi tj'i torm facilit' °ka...^ti,•a��"� , . d ;:N'° . . s Q. �..•t - +'i' •; 4 t`.a.iy J',' ✓ si � 1 , ., '.2t ., ' a jj • '4 '::. 1 �, `. ^'`'..6 ''A'N,,. 1h . e f y r' "i''1 ,` T a • as ao h$ i ' 'a, 0 a_,! t� 7 + �� `\ j !. 3 �d�y� r y , )) "�^ fit "'� ••• :- ; � it 6� 4 i , s . (. � J,/ r `t: . }S . � ,' .,.'. q, '41'. t..�` t l 4 4 G1:. ;: y,. VS r•~~. .j f f ' ` �, i yr......�. }S'a�" '• �� 7 i i t 1 z ` ; ' � f+t f qt y . ,x It i 'X'.9 ,t t y , t lry ' � • v � � 1 fi s 1 k4 ■ i P� " o, •" o r +' d ' p _ 3 • y + I - r +� YY i���`'� ~ai�' +y 0;.....s / s ti "' ti % s ,v ,. ; � ``•• „$� �g�s t�. , �`R1 . 1i.4 / : ' .• ,0 a'+I�'� a I ` `alb) � ;i �4 I7 v 4C ''" * h� / f � `' ^ i ' art ;' s 3 0 t0 � • '.''v :i .,'\ r:u' ` • • . CHANNEL ;STRIPING /SIGNT "G Permit No: PW95 -0126 Issued: 05/11/1995 Status: ISSUED Approval Letter.: 04/28/1995 . , Project: 505 BAKER BLDG Expires: 11/07/1995 Site Address: 200 ANDOVER PR :. E ' Location: Parcel #: 022310 -0099 Watercourse: Wetlands: Slopes: N Sewer: N/A Water: NJA Contractor License No.: SCHUCC *121NC TENANT 505 BAKER BLDG 200 ANDOVER PK E, TUKW-ILA;` us - 7 OWNER TR I -LAND CORPORATION ?. ,..... ��;. -. :1 S z - - 1325 4TH AVE SUITE: #1940, SEATTLE WA 98101' ,. CONTRACTOR SCHUCHART CORPORATION a • Fh��fi"e:: 206 682-3030 1 0 4 THIRD ;'';`AV E N I 1 ' �? l 5UI1`Ea•1130',,..�5'E�AT,TLE, �n(A98101 "� ,,`;�ti. CONTACT LPN ARCIIITCI`T':.e /`�'ROYCE BERT . - P h one ( 0,6) 58' - 81�� 0 �• 1201 4 H e.AVE • S '' . TE 0 S 1 r: e�'SE WA':� ? H 9 134�„r, `'� j'� 'L- 'k • k* ** **:4** k'k'VA,,k**A' k •k k k •k kk*rk'k•k* *.k k 4 •k k k**•k * k•k**4k'k 0 k k k k'k h * 'k * •4 *•k** A * * * A d d i t i o Le. _' •'' : - ',, -, �r� f bp N` ' • :� real Per•,jij;C De= a,t�iptian ; , ,` R' ,,', '` • I�ON /STRI r 'v '� PING F aR � :,tTEET WIl',ENING '� ,i .,,,e,./ r ,,;,. , CHANNELIZAT' Existing Square' Feet: i'•..'' {' ''',( ' Add itional 1 S,,Cqu rey. New Square F et . .. �,; '�, In^ ectio`n Fee: . 1 5.0 l ,L.;.. -'p 0- Acct No .0110 •3.42.,.400 Plan Chek Fee: : '•10.. 10,00..7 ' Acct N°''O o :Ci0 /'3 830 :! ' ' t: TOTAL FEE'S, - 25.110. King CountY',Valuation: - Va ue ' of . (.onstruct,'ion ; 2'0 , 1 ,0,000.00 •k 'k It * 'k •k •4 'k * k k k. k 'k''k k *4k 'k * * k`* * :4 : It,* 'k 'k * ,k k :k A.4 k.'k 'k k 'k • k 'k , k 'Si :k •k * k k . k it* 'h •k 'k * 'k * • k k 'k k :k •k 'k •k k • k k 'k '�k' 'k 'k * * 'k * It hereby accept this per•mit...an , agree 'to abide.`� l -appl icabl,e s the City of Tukwf 1a. Municipal Code. We agr•ee'th�at the C.i.tty of TukW,i la' sh "a11 be held harmless` for'w'a''ll or any claims arising ',• as. :;a re ul of .. this.pro,je'�i t. . Permits which':'. have,:' 1'ap ;'ed beyond the e; p i,rat.i"on d, .at'e•~ ;ha 1 1=' re a' re-apps icat'Io.n\ and- r'eisouance of the per.miG thrrough ttie Oty fee. , .. - ,. /.,. •; THE APPLICANT':. MUST NOTIFY 1 THE_ CITY INSPECTOR OF COMMENCEMENT ANC OF WORE: AT LEAST`',.'24 HOUR IN S IN ADVANCE. TO SCHEDULE AN PECTI0N;;`'`CALL 43'3 - 0179, 1 . Signature: 4 ' / pate: .- / ' k *k•kk444kk9 * k***• k*• k' k• k'• k.'.4 k. k.' k,' k• k' k' k' k**' k' k• 4' k' k *t. k' k k• kk.t k * k* k** kk ** * 'k•k ** *'k'kk * *k*k•k *k*k*'k APPROVED FOR IS': UANCBY . '43.ti::... .. Issued By Jj44 7 k , / J I -------- Aut Perm t Ce t r c - k 'k* *kk'k'k ***kk* *k**k** ***• • k: 4k 'It : 4' k' kk• k**: 4' k**' k**• k• k*** **'k k*k•kk'k*k **k•kk'k:k'k•k* I hereby certify that th 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 • ... .. ... .. .... . .... ...... .. .... ........ _ ..- ........r.. ten+ f l ft r. sac•,- c.r..•ti0 J'N':•'t•.{It. .. (1 h . l CITY OF TUKWILA :; Address: 200 ANDOVER PK E Permit No: PW95 -0126 i Suite: t Tenant: 505 BAKER BLDG Status: ISSUED Type: PW-CSS Applied: 04/26/1995 Parcel #: 022310 -0099 Issued: 05/11/1995 t • 4** 4** 4k• k' k• k•. 4• kk• k• 4h4*• kk' 4 4*' k• k*' kk' kk• k*. 4' M• 4**' k' k4• k: 4• k** 4' 4*• 4*• k• k• k• k• 4•44•k*t4•4*4'4'44'4'4'k•k'444* . .t Permit Conditions: . ...•..x 'ry.. f '..7. . .... ... .. ..... . '}. j. z ' . 4°. "' ... t i x .. " ,.1.1, ' ,4;!;;;N'er .1.. A ;.,, -.„ , ; • - - L o..,, . . ' A •;::. . , \ 3 -% flAir II • , ,. •C . \ , \ i: ,61, '.fir- 3lP 0 r 1 { F ( i ( v • p f ide, '' +'p i a vi, u ,• i i 11 YJJ .� -/./ ., * 1 ,- ,1 t� . \(tiN,,,, , , if t y � 1 f r trY sl ,, Y 1, rT � N „�� tie 4 ,� ' : J%,.... "I''—:::1://711\' .... ..... fJ fir,. ,�j \ t\ E �+` �'':t', lli;i �.,r. {�+^" �•,•r..� : . �RRp .+•� bw o t .lR, . • . t 3 j vy' ;y l r , � 4 q L4i ritni'.; .4 ' 4. / ''''''° ‘ tift t 1'S Yt i ' J r ` � ` "�,Ar ' itrrlffR ,,,- 11---- : % itts 1 .; tE, ) "":.) t it ° ' ( p / I L \ ''%,,,,.: \ : )0 R4 1 y: j. 0,> o y µ\.,"∎ 1 h. f1 . .� / . 0. l� /A • • . C ip � w'sy CITY OF TUKWit 2 �.:� 2' Department of Community Development - Pormit Cent 1 � _ ° 6300 Southoenter Boulevard - #100, Tukwila, WA 98188 >90e (206) 431 -3670 Building Permit Application Tracking PLAN CHECK PROJECT NAtv1E NUMBER ScS i e71 SITE ADDRESS ____ SUITE NO. c1s 0015 Via Nn ov-QY 1 . 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. I DEPARTMENT DATE INJ ;DATE A REQUIREMEN / oCii 1ItiMENT BUILDING - _ - - 6 g, CONSULTANT: Date Sent - I - )--)- CO Date Approved - Z kn -- 95 initial review '' � (O TED C .5 - `) 1 / 4 FIRE �i — FIRE DEPT. LETTER DAT D: k NECTOR INIT: 4 PLANNING -5(111. (�� ZONING: BAR /LAND USE CONDITIONS? Yes N REFERENCE FILE NOS.: INIT: MINIMUM SETBACKS: N- A. E- W- 5 0b-Q UTILITY PERMITS REQUIRED? f Yes u No PUBLIC PUBLIC WORKS LETTER DATED: — WORKS INIT: t o ' *,0 '� �g&'�i/Wnip _ 0 OTHER INIT: 4 BUILDING - i *IV Q TYPE OF CONSTRUCTION: CERT. OF OCCUPANCY? I UBC EDITION (year): final review INIT: v °Yes )(No � 9 1 9 j 4 BUILDING '6 ( /(q OFFICIAL INIT: . REVIEW COMPLETED AMOUNT CONTACTED OWING: DATE NOTIFIED BY: (Init.) _ 2nd NOTIFICATION BY: (init.) _ __ ��' 3RD NOTIFICATION BY: .��11- .�l.2_! -_C (init.) 01/08793 • BUILDIF'. PERMIT .,itigthabb., APPLICATION CITY OF TUKWILA Department of Community Development - Building Division 6300 Southcenter Boulevard, Tukwila WA 98188 DESCRIPTION < AMOUNT RCPT # DATE (206, 431-3670 vREq O ` / BUILDING PERMIT FEE : 1; :. • � � ? . PLAN CHECK Q PLAN CHECK FEE (a NUMBER Ic BUILDINGSURCHARGE . • A PPLICA TION OUST BE OTHER . -� FILLED . : COMPLE: -TEL Y :.:..TOTAL SITE ADDRESS SUITE # VALUE OF CONSTRUCTION - $ .. - .rk East _ 1.2 Million PROJECT NAME/TENANT ASSESSOR ACCOUNT # Ph. 2: 22310 0099 - 01 505 Baker Blvd. Ph. 1: 22320 - 0101 - 07 TYPE OF New Building • Addition • Tenant Improvement (commercial) • Demolition (building) WORK: Rack Storage ❑ Reroof ❑ Remodel (residential) ❑ Other: DESCRIBE WORK TO BE DONE: build new office /retai center BUILDING USE (office, warehouse, etc.) office /retail NATURE OF BUSINESS: office /retai 1 spec WILL THERE BE A CHANGE IN USE? 0 No ❑ Yes If Yes, new building requirements may need to be met. Please explain: SQUARE FOOTAGE - Building: 34, 598 Tenant Space: Area of Construction: WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING? OD No ❑ Yes IF YES, EXPLAIN: FIRE PROTECTION FEATURES: ® Sprinklers ❑ Automatic Fire Alarm System PROPERTY OWNER PHONE TRI — LAND CORPORATION 52 _4494 ADDRESS 1325 Fourth Avenue, Suite 1940, Seattle, WA t ZIP 98101 CONTRACTOR PHONE Schuch Corporation 681-101n 0 ADDRESS 1904 Third Avenue, Suite 1Q30, Seati:1 e, WA ZIP 98101 WA. ST. CONTRACTOR'S LICENSE # EXP. DATE SCHUC0121Nf' 7/27/95 ARCHITECT LPN Architects and Planners/Royce A. Berg PHONE 583 -8030 _ ADDRESS 1201 Fourth Avenue South, Suite 102, Seattle, WA ZIP 98134 E AD<A D.<:. INED;:THIS<'AP ,.LI ATION >AND<:.KNOWTHE> SAME <':T(�: >:: >:: >> BE TRUE AND.;GORREC'T', 1. .'�/ BUILDING OWNER SIGNATURE , DATE t AUTHORIZED PRINT NAME - PHON • - d :- . '1 ' .. : • .oners 5 83 -8030 AGENT ADDRESS 1201 Fourth Avenue South, Ste.102 CITY/ZIP Seattle, WA 98134 CONTACT PERSON Royce A. Berg PHONE 583 - 8030 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. 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A u til i ty :,..,f :::::".:•..:..:-...ieii,ioal.:ard.pi,.•,.: .. ,..-....-::::,...::-„?........................................,,.....- . • ond '. . : .. : • - : sita • ..... _. — . :.., . • .,,,• • . ... ... . . . ,... , � t. kv • City of Tukwila Application /(�� G U „_' , o , , y ': C t l ( - Engineering Division `b �; o '' �ivd., Suite #100, Tukwila, WA 98188 Phone: (206) 433.0179 ATM JAN 1 7 199 Pl,�9s G �9 UTILITY PERMIT APPLICATION 120,/2/,/22, i '� "` .h° - _ TUKWILA /23 /2'?, /2 PROJECT :H...: . Site Address: 220 Andover Park East INFO RMATION': Name of Project: 505 Baker Blvd. Property Owner: Tri -Land Corporation Phone No.: 6 ?4 -4494 Street Address: 1325 Four h Aven e ' - •, 1 Cit /State/Zip: - - 1 , •: , Engineer: Warner Engineering /Gary Warner Phone No.: R5R -8577 Street Address: 5122 01 m. i Dri v - N • - • 114_ City /State /Zip: Se r _ Contractor: Schuc.hart Corporation Phone No.: 5$ At39 Street Address: 1904 Third Avenue, Suite 1030 City /State /Zip: Seat 1 e . WA 98101 -� King Cty Assessor Acct #' h 1 - 22320 -01 ? ?�1 nn01 ngq Contractors License #: SCHUCC *121 NC Exp_Date: 7 26 95 PERMITS .:%..:....:::, 'M Channelization /Striping /Signing ❑ Sewer Main Extension ❑ Private ❑ Public REQUESTED... ft Curo Cut/Access /Sidewalk (existing curb cuts A Storm Drainage � j, c� � c, � - vv�i� tt Fire Loop /Hydr. (main to vault) - No.: Sizes: Street Use V WEt . O I2 ❑ Flood Zone Control `l ex i sti ng vau'I t) ❑ Water Main Extension ❑Private ❑ Public /w//0,2/23 ❑ Hauling K] Water Meter / Exempt: - No.: ^. Sizes: 4 ./2yhsi ,2y „2 ❑ Land Altering ._ cubic yards Deduct ® Water Only ❑ a r J Landscape Irrigation (expand existing) n Water Meter / Permanent- No.: _-_ Sizes:_____ _ ❑ Moving an Oversized Load ❑ Water Meter/ Temporary: - No. :.___ Sizes: Est. start/end times: Estimated quantity: Date: Schedule: IC Sanitary Side Sewer-No.: (attach to existing )n Other: Revise existing meters WATER METER :`; Name: Tri -Land Corporation Phone No 524_4494 REFUND /BILLING''::: Street Address: 1325 Fourth Ave. , Suite 1940 City /State/Zip: Sea ttl e WA 98101 NI0NTHLYI Name: Tr• - • . • • • Phone No.: SERVICE::.:-.._: BILLINGS . 70;''':.:•:::::...::.: Street Address:1325 Fourth Aveai,P, Suite 1940 City /State /Zip: Seattle, WA 981 -0-1 ❑ Water ❑ Sewer D Metro ❑ Standby DESCRIPTION. OF.`.l?R01ECT ❑ Single- Family Residential ❑ Multiple - Family Dwelling ❑ Hotel ❑ Duplex ❑ Apartments ❑ Other: No. of Units: ❑ Motel ❑ Triplex ❑ Condominiums M Commerci::Ulndustrial ® Office ❑ Warehouse ❑ Church ❑ School /College /University ® Retail ❑ Manufacturing ❑ Hospital ❑ Other: .,:. New Building g ❑ Remodel/ Square footage of original building space: INFORMATION' > :` Square Addition Footage: 34, 598 Square footage of additional building space: King County Assessor's valuation of existing structures: $ Removed Valuation of work to be done: $ 1, 200, 000 1 HEREBY;: CERTIFY . A T.1 HAVE READ THIS PPLICATION `A ;ND THE`SAME.TO B �A E TRUEND Applicant /Authorized VW” . Contact Person /) Agont i. n. r- • ,� �. fe - G ' n72// (print name): / O-( G5 A, 13 Print Name: LPN Architects & Planners /Royce Berg Address: 1201 Fourth Ave_ So, Suite_102 Date: Phone: 583 -8030 Seattle, WA 98134 Phone: 583 -8Q30 Date Application Accepted: L � Date Application Expires: _ 04/22/92 _,�, w . .� ply �-� G u a I J ,. ..— ... City o Tuk .la o &/' ' 2'. C•. 1 tern Engineering Division - w N� �a ' t G s a ' c i,..: , :lvd., Suite #100, Tukwila, WA 98188 Phone: (206) 433-0179 • ■ ' .. �. �.. ` '', * '•••..- . ',/.. . - JAN 1 .7 1 1 9 v ' U UTILITY PERMIT APPLICA k'r rso = TKWILA oO 0 U ru dC WORKS PROJECT >< <; Site Address: 220 Andover Park East • :INLr9R,ATiON ! Name of Project: 505 Baker Blvd. Property Owner: Tri -Land Corporation Phone No.: 624 -4494 treet Address: 1325 Fourth Avenue. Suite_ 1940 City /State/Zip: stn, mp ga ni n.ineer: Warner En• i neeri n. Gar Warner Phone No.: ; ;_; .treet Address: 5122 01 awl Dri v- , ' - ; s 4 City /State/Zip: - _ .. '11-13.5 ontractor: Schuchart Corporation Phone No.: .treet Address: 1904 Third Avenue, Suite 1030 City /State /Zip:S fie, WA 98101. h I_I in g Ct y Assessor � 0 1 1. 1 _ i .. Contractor's License #: SCHUCC #121 NC Exp. Date: 7 26 95 Acct ERM T:S< >`< , : :, I] Channelization /Striping /Signing ❑ Sewer Main Extension CI Private ❑ Public • EQUES l] Curb Cut/Access /Sidewalk (existing curb cuts )M Storm Drainage • •c� s'- ou Fire Loop /Hydr. (main to vault) - No.: Sizes: ri Street Use ;► tEirs•_0I.2D "'❑ Flood Zone Control `ext ing vau'It) ❑ Water Main Extension ❑Private ❑ Public al,z2, .2,3: ❑ Hauling Kl Water Meter/ Exempt:- No.: _ Sizes: zahs X 26 ' ❑ Land Altering cubic yards Deduct ® Water Only CI n Landscape Irrigation (expand existing) J Water Meter/ Permanent -No. :.___Sizes pbv ?s--. o2.q 0 Moving an Oversized Load ❑ Water Meter / Temporary: - No.: — Sizes: Est. start/end times: Estimated quantity: - Date: Schedule:. Xl Sanitary Side Sewer - No.: (attach to existing )l Other: Revise existing. meters r,. ' ATERMETER<';:? Name: Tri -Land Corporation Phone No 674 -4494 EPOSIT /. ' < >?; ' >` ;: :_ Cit /State2i FUND /BILLI NG: ' Street Address: 1325 Fourth Ave. , Smote 1940 Y p_ Seattl e. WA 9810 _ , ONTHLY :: #i ;` ..: :: Name: Tri -Land Corporation Phone No 62a_a 194 ERVICE': s : >? <' < <: 'LUNGS` 0i: : ::.' :? :» Street Address:1 il : -e - • . • I a Cit 'State /Zi•: A 981 -01 ❑ Water ❑ Sewer ❑ Metro ❑ Standby ESCRIFTION OF :ORO ❑ Single- Family Residential 0 Multiple - Family Dwelling ❑ Hotel ❑ Duplex ❑ Apartments Cl Other: No. of Units: ❑ Motel ❑ Triplex ❑ Condominiums _ ILI Commercial/Industrial ® Office ❑ Warehouse ❑ Church ❑ School /College /University _® Retail ❑ Manufacturing ❑ Hospital ❑ Other: New Building ❑ Remodel/ Square footage of original building space: SCELLA " NEOUS > Square Addition FORMAT(atJ'`; >; Footaae: 34.598 Square footage of additional building space: g County Assessor's valuation of existing structures: $ Removed Valuation of work to be done: $ 1,200,000 EREBY CERTIFY;T • TI HA.VE;READ:THIS APPLICATION AND KNOW<:THE S AME TO BE TRUE AND" : CORRECT plicant /Authorize• it C=:° y / i GE /4 l /E &1 t Name: LPN Architects & Planners /Royce Berg Address: 1701 Fourth AvP_ Sri � Sii;tp 1�2 e: Phone: ; _ :, I Seattle WA 98134 Phone: 58 -:0 I e Application Accepted: ,,i - C_ 5 Date Application 04/22/92 • • L '77 , r I . 4 .• , ti, -; . J D ae.•‘72N " - - '' - ^"' •4'r�4l4 .47 51iY f'•.iw�'.t•E•,, •I• (2 C • GENERA 25.00 • A- ix *k4 #k:1fi�4kkkkA:4kk:4 :4A 4* k' Al F kkkfi •1 kk,14k .4khk *k'kk•k TOTAL 25.00 TY OF rUKWI:LA. WA ••••• GHEC4; 25.o0 hkihA?rkhhkar4k #k44 kkkkhkAk,1:4 ; 4• 1 k � TRANSMIT CHANGE 0.00 • * k •ti ••1 k A •* a 4 * B6rei /5 3751A000 15:03 RANSM1T , :Number: `400 492. Ama'lcnt: 25.00 06/21/95 09:25 Payment Method: CHECK Notation: TOMASKG BROTHERS Snit: NOP Permit No Pitl95w0201 Type: PW —FI U!_ HAULING _•.._ ___ Parcel No: 022310- •009,9 Site Address: 200 ANDOVER PK E Location: 200 ANDOVER PK E Total Fees: 25.00 his Payment 25.00 Total ALL Pmts: ^' I'' MI .00 Balance: .00 * * * * * * *** Air.**# * ** *•st **A* *4 ***** A*0 0.t1 *4fi****** * * *0* *0* * *0. * *0** ccaunt Lode Description 00/.345.83 PLAN CHECK UTT.LI UTILITY Amount . l � , � f 'J Ip�f�V 11J C 1 10.G0 • • ,tiCCT , COCek. • • • � ..• .+ wtwv 'an++"'r"rM'M"'weNw^.- r+r . „ — *�r5" r.' n'! �7,.+^- w.+.. e. w±+ +o ^ . , , ..�...«»+.'!7!'"i'"'? ... r * *�a ** ** * * *• kA-• A***** *.t *.1 *'A * *•A*'***A,1 *k *��A '4314*** *,�'k:4 ** * *'*** * * *r.1 ** GENERA 3889 20 CITY OF TUKWILA WA TRANSMIT GENERA 25.00 * * *f * *•A .A * * **dt** Ask• A***A VAII•******• A* A* * * * **14* *k* * * * *0 *r•A *•k *,1 *** GENERA 129Y00 TRANSMIT Number: '940022G8 Amount: 3 y 809N2t0 0.,,./11./95 1,x :51 GENERA 25.00 .,. Payment Method: CHECK Notation: TR- L.AND COR PORA1 'nit: SAO GENERA 25.00 GENERA 25.00 _ •. � •.._ ~ � }'er�mitNo: 895-001 1'ypeY8 CSU>LU FH C3lIILpIyNG 1'EI21fiIT GENERA 25.00 Parcel No: 022310 -0099 GENERA 20.00 T(]TAL 4163.20 Site Address: 200 ANDOVER PK E WEIR 4163.20 Total Fees: 6,405.60 CHANGE 0.00 1his Payment 3,889.20 Total ALL Pmts: 6,4 `j 5 2686A000 16:32 U 1an c_: . ' A' A***'**• k**''***** 11*A k*' A• F*** AA**'A** •h•A *A **'k•A'A* * * * #'A * * * * * * *ot* *fir *•!t* Account Code Description Amount 000 /322.100 BUILDING - NONRES 3,E379.50 , 000/345.030 PLAN CHECK - NONRCS 5.20 000/386.904 ' ., STATE BUILDING SURCHARGE .4.50 , ; M � t ! .., <. . :+"". 11" yM 7",1t' "" ?'*•q"`"w! .' r..,!!7,+^7"7""17r V•.,,-, `77*-7117-"""717rr• r ^^.. ; " !;w .. :i::..,T7r7.. ^Try!!n►t"•, - �— . :tAk *kk•Ak **A * ***h•A1 ***. A************** Ak *4 *A* * *•A *k *Ak **•* ****•* *•A*•Ak 1. CITY OF TUKWILA, WA � TRANSMIT ** ****** * *** * *• * *•A ** * ** � j** * l of k***** ****** *A*•k * **k* *kA•k : TRANSMI•t. Number: 94002269 Amount: 20.00 05/1t/95 15:5!'). 1 Payment Method: CHECK Notation: TRI• -LAND CORPORA Init: SAO 1 • ..._.__. PermitNo :PW93-O0�04 Type: PW• -5Oa SANITARY SIDE SEWER Parc a1,• N0: 022310-0101 • S i t e Addres :. 2 00 ANDOVER PIC E Total Fees: 20.00.5 . Thi, Payment 20.00 Total ALL Pmt,: 20.0(r Valance; .00 . *, ***********•* A***A****.************ * * *•A * *A * *•A * * * *A * *A * *A ** * * *A ** Account Code Description Amount 402/342.1100 INSP FEE - :iME: /;iS;i • 20.00. . • • ; . r t. 1i fi s..1e __ t •::,i,:: . 4 ..rc .l. d+ <. id.. , elt ,,. = T. ,..). ,.':. . • .. ' n!. rcg`°'* fi°.' �i4`{': !M"."1'T"'!�u!',T!"'S_'7^".ty,- F.tw . Y... �p" r+ p'. sS, r!.'..^"-.'."► ' ^_'T�•*.e.^+v�..nrn+!!. "'w•7T. ..,....-.. qT,,• w^ '!'!'t.+we'!!,!r!n.^f^+tw?+*!.1 #' � 0 o ****• A** A****.***• A *A* * *•A * *A * * * * * * *A• *A ** *A* *•AA h *A* * * * * * * ** *k * CITY OF TUKWILA, WA 5q -. ��/ TKANSMIT A**•A * * ** * * ** * * ** *A** * ** *• * * *A* * * *•A *A *A * * * * ** * * * * * * * *A * * * ** TRANSMIT Number: 94002270 Amount: 25.00 05/11/9; 15:56 Payment Method: CHECK Notation: TR I «•LAOD CORPORA I n i t: SAO • Permit No: PW9 5-0120 Type: PW -CCAS CURET CUT /ACCESS /:SIDE Parcel Na: 022310• -0099 Site Address: 200 ANDCIYEf PK E Total Fees: 25.00 This Payment 25.00 Total ALL Pmts: 25.00 U aI ance: .00 *A * * * **• * * *A * * * ** A * *A* * * * * * *A * * ** *** * * ** * * *A * *A* *A * * * * *AAA * Account Code Description Amount 000/345.830. PLAN CHECK - UTILITY 10.00 000/342,.400 INSP FEE ° UTILITY 15.00 • .. f•+^ YYt/ vgwHU+ rjF 'AYY:rR11t.""'.'.�,7.,1?I_• •�} •. /, .a!•..T/f"!.'r^w. 1 e• To/ J':ai�{ 'T.wT:l4'. r7, "i, - •.e rr ,.e rr.. _prre.-rtnxamprI .7 - n*n : v 0 5 /il r g I2- .1,0 ' . 4 ,14 *: t*kk *Ir *IrickA: *A A ir*kk*A *•h• .84.•AA hAkAkkA* *kk:A *A•A.$kAA**AkAh CITY OF T•UKWILA, NA 5-" TRANSMIT h** **k***4kkkA.**Ak**A * ***A*A *A r•Ak *%*`"`��� * •kk``; * *: **1- *AA *•*lr *kk *A *k TRANSMIT Number: 94002271. Amount: 25,00 05/11./95 15:56 Payment Method: CHECK Notation: Till• -LAND CORPORA Init: GAO Hermit No: PW95-0121 Type: PW-FLH FIRE LOOP /HYDRANT Parcel No: 022310 -•0101 Site Address: 200 ANDOVER PK E Total Fees: 25.00 This Payment 25.00 Total ALL Nits: 25.00 Balance: .00 *'Aotk • k• k*****,• A** A** A**** A**; A• k**• k**. A•*** AA *•k *•A•AA *•A * * * *A *k•k *'•st * *A'* Account Code Description Amount 000/345.830 PLAN CHECK - UTILITY 10.00 401/342.400 INSP FEE •- FLH /LI /WME 13.00 �4 is < 0 Q **At A *•kAkA•krot*A••hAk*•A *A•khk Ak• kk• hk• k* 94* h• kA*A 4k.kk• A *•k*k•k:4•hA•kA• *•k **•A•*rt ** CITY OF TUKWILA, WA ,x � --- J� TRANSMIT hI r; l* h: ti4kk !rs1hAkk;4AkAhk:t>k•*•kA••*•k k, • •k*A•k A k **•kkAkA•A•*hk*.t *h•kk 'TRANSMIT Number: 94002272 Amount: 12900 05/11/95 15:57 Payment Met'f7ad: CHECK Natation: TUX—LANE) CORPORA Init: SAO _ — .•:• Y Pe�^mit Na: PW95- 0122 Type: VW—LA LAND LAND ALTLRING PERMIT Parcel Na. 02231.0- 0101 Site Address: 200 ANDOVER PK L' Total Fees: 129.00 This Payment 129.00 Total ALL Pmts: 129.00 Balance: .00 A A A •k 1 yc k •k k k dr i4 •k s1• •k tk tk •k A• * th * s4 •k >v st * dr •it * * st * st •k k st vt et yt• •k * th tfi s4 do * •k •k st •A• st A• •k * * of k •h Yt •k tt * •k Account Code Description Amount 000/322.100 BUILDING — NONRES 106.50 000/345.E330 PLAN CHECK •- NONRES 22.50 I , i • S 7 '. . :.. l., yl nl .. n.•',•7TR1T.!^.� m•'.�"r'munf .....'.^rTf+r tn� .- •wp.rn..v.n.T:wT.[^�'!+1!rrr iA?T"!I ^?^!rw'; A' •, R!rr RA. i.. .. x , "."177..) 0 6 /rj r s g41 ,� **A• AA *kA *A'AAk*k*ht.A**Akk *k **kkkkkhkAhk •A*A*A.A•hkkk:A**kkk•khhhk•AA CITY OF TUKWI:L.A, WA TRANSMIT ' h •kkklskhA h•kfe.AkA +hhhk•leAfi•kA* h* hA A*k:Ak.1**•k!shkAk*A•k•k*•kk TRANSMIT Number: 94002273 Amount: 25.00 05/11/9 15:5E1 Payment Method: CHECK Notation: TRI• -LAND. CORPORA Init: SAO ------• PermitNo: PW95-0123 Type: PW-LI LANDSCAPE IRRIGATION Parcel No: 022310 -0101 a i to Address: 200 " ANDOVER PI( E Total Fees: 25.00 This Payment 25.0.0 Total ALL Pmts: 25.0.0 Balance: .00 * s 1* e1*• k' h* A.V A** A******* A**** A*• kk****** *• * *k ** * ** * A•** **• * *** *•k *d* Account Cade Description, Amount 000/345.830 PLAN CHECK - UTILITY 10.00, 401/3.42.400 INSP FL •- FLH /L.I /WME 15.00 , "r , lv , ." -' +.*r M"- r. o-}.•-. e.. r -,,,,, y .eir„". ,..;,,.•7. NM^••. 5:^: T. m+nn r- � ,:. ' Jq 12 2.1086 0 hkkk**** ***k *A*Akk•A•kA*'AAA*A.kkkhh• A Afik**h •kk *hA•k•kh:4•kAA CITY OF TUKWILA, WA J S5 TRANMIT k*hhk•k 4'. k * * *Ak *k *A * TRANSMIT Number: 94002274 Amount:-; 25.00 05/11/95 15:58 Payment Method: CHECK Notation: TRI•- LAM) CORPORA Init: SAO Permit No: PW95-0124 Type:' PW-SD STORM DRAINAGE Parcel No: 02231.0 -0101 Site Address: 200 ANDOVER PK E Total Fees: 25.00 This Payment , ' 2500 Total ALL Pmts: 25.00 Balance: .00 hh * *A * *k ** **A k•kk * *A * * * *AA * * * *.VAA* 4 * k ** *A *AA•k * *** *•k * ** *A * * * ** Account Code Description Amount 000/345.830 PLAN CHECK - UTILITY 10.00 4,12/342.400 :CLASP FEL •- STORM DRAIN 15.00 , 7-rj ..w v " 7e» " -77.7 + .l -;Tor s-..wn. .•img --ir vl- ^-- m—nvp; rrr.- *,v.r'------ r wr-. 1 , --, • ,- T v?^R?'•- •71",- • ,!- 7-N- r-- Tr.r+!1* m r r ' M rm .- 0 Lel Si I I / e l C K zbeL * *Akfc•k /rk•k*Ait**k*****Ak• 11.d rkkA*k•A•k *1r,4irA******k.11*tA Ats*4.**kh•k***** CITY OF TUI(WILA, WA --' Qd�, TRANSMIT ***Akk*-4k•k*** *A***A*** •ki * * *A **k ie h Ak itA•hkkA•k•k•kk /t•k +l *Akk•hkkkk TRANSMIT Number: 94002275 Amount: 25.00 05/11/95 1 :59 YT Payment Method: CHECK Notation -' TR I -LAND CORPORA __Ini t: SAO Permit No: . PW95 -0126 Type: PW•-C66 CHANNEL /STRIPING /61G Parcel No a 022310-0099 Site Address: 200 ANDOVER PK E Total Fees: 25.00 This Payment 25.00 Total ALL Pmts: 25.00 Balance: .00 A* eV* k*/ c** icA 'Akolk *k•Ak **A:hkkkicii.*k*•A** kk*** * **k *** *o1•A*i,••k***irkkA * *•A* Account Code Description Amount 000/345.E130 PLAN CHECK -- UTILITY 10.00 000/342.400 IN6P FEE - UTILITY 15.00 • ..•. r..r.�r.!rrrn•i!�+++MtwwNyyr•.. ..- • , . ' — •--, !. ' r "' — TT ' -p m— rT- V,- «.∎••r•...+- .•- •77..ttyri ,..1"7yrr,.. -:^-r. Y ter 4, A 8A• tkh * I h ; Ifr: 4Ahkhk: 4: kk• AiF: k!ck:l ;lkhA *A***** -8 h AAA* *A*AA GENERA 2516.48 C :.I rY or TUKWIL.A, WA T'(AN£ NI•r TOTAL '51648 - t, F' AF 4k: i- 1• A kk• kkAirkd•kkh, Ik• Ahir• kl r• kfek• hh hh• kh• k, b* 4 .k ,lkhhk'A**Ak:kkk•k•k•h•h %kk•Akl CHECK ''51b.48 T RANSMIT Number: 900i Amount: 2,516.48 01/13/'.:15 16:3;1 CHANGE . 0.00 Permit No: 0'95 -001:3 Types U•-UUILD UUILI);CNC PER 1j ,I17/95 9052A000 16 :50 Parce'I No 022310- 0099 a ite Address: 220 ANDOVER PK E Payment Method: CHECK Natat ion: T R I L A N O C O R P . In i t: , hfrkk h; lh h-k k;Fk :YA•*•hkk•k *kk lv**** r• k• k• khAhk! ek :4h*kAlrs4le*7F• k Account Code C)e ,criptian Paid 000/345.830 PLAN CI1ECI( w NC)NUH a 2,51.6.48 Total (This Payment): 2,516.48 Total Fees: 6,405.68 1'ute 1 All Payments: 2,.516.4E1 Bel ante: 3,+389.20 INSPECTION RECORD --_ Retain a copy with permit ' ' "`� INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION - ,,` 1 r 6300 Southcenter Blvd., #100, Tukwila, WA 981873 - 6V `"� 431 -3670 Project: 50 J Type of inspect' NA -l__ : . Address: ; Date called: c) A Special instructions: Date wanted: I be 7 a, n. Requester: Phone No.: ■ G p 2 -3,30 Approved per applicable codes. I I Corrections required prior to approval. COMMENTS: (v4 2- Ce r 27 ( V ft j s � ..y t Z + Inspector: G ="--‘- ( Date: - 1 A I R 4 tt $42.00 REINSPECTION FEE REQUIRED. Prior to Inspection, fee must be paid at 6300 Southcenter Blvd„ Suite 100. Call to schedule reinspection. Receipt No Date: ' do) tku,: w. SZ+' c17SIL" �1". tw Yfe65d: iiG�' ET9Ge .:i�r'�Isi'iIYFtI'' ° �t• t..;. iLrrm:... nM.. c.... a!E.a�...tt...��af.;..nc..�.r;P • .. .... _ ✓' - INSPECTION' RECORD Retain a copy with permit y QO1 INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 Project: o Sid (a Type of inspection: , j ' nc o Address: Date called: , w o�� P�dou.er Special instructions: Date wanted: a,m. PWq`j `O O1 p.m. Q atol���a Requester: p tl OIQ ota l 3 o l a Lp / o o) Phone No.: I (Approved per applicable codes. I I Corrections required prior to approval. COMMENTS: ta F A { Inspector: II 1 Date: } { 1 $42.00 REI PECTION FEE REQUIRED. Prior to in pec ion, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. f ` Receipt No Date: , ,r n 1 - 4;.16iftva_:'rt: 1a.nZ .Idirs ir.'.n�lit�. 4. :a�Lae�SY''S.Cr1._elw.� +.tl�_" .'. {�Y ec�7Mn ... rcex�l..,r'_!'.�.a. _xN .. _ . t.,, t.._. ..... .. '1 .. ........ ......� :......-- .,.tmM,..n�. r.:. :.,t�.:�u_- •.:x:_�:�x:�.n-:zn,: r-._ .•:nuaa:,v:r�.xs.v...a, n..:yra ...:,ta,a .:; rz.•T...�.. .i7:•k�:],.CB;;b ..._,,.._�.. ,. .. �:. r. INSPECTION RECORD Retain a copywith permit 1/4 6 - - -- 00 13 INSPECTION NO. PERMIT NO. • p., CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 - 3670 t t<• • r6. Project: Typo f inspection: Address: 0 n r Date called:3 Special Instructions: Date wanted :#,...., 1... c j /_ a.m. E.; ! _ 1 tfa P.m. ir. Requester: Si rflOn Phgne PP p pP I I required prior approval. roved per lica6l� codes. Corrections re ulred rior to a COMMENTS : p ��. Q� T -25(83 J C; f L. F' I• F:. Ic. Il � • � f 1, ' s Inspector: Dat q6 . I $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must f } °: = � • be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No Date: V aa�tnlq, `L�ts �'! Yb = ...; 9t.. �Ls Sk4A0tp!e, ut.s • U INSPECTION RECORD Retain a copy with permit 6-45 -r00 INSPECTION NO, PERMIT NO. !-; CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 9818: 14 P (206) 431-3670 Project il Type of lAtTIDA1 dress: ANWER Date called: /op fr.. E- Special instructions: tawayd:,3 cl_ 10 equesterv s itiot\le Phone No.:1d6-2 Approved per applicable codes., I I Corrections required prior to approval. COMMENTS: ' • '75 f 7 I •: .z [Inspector* - Date: • " 9L, . , • I I $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must •• • be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. •!' , ' Receipt No Date: RI INSPECTION RECORD '' ° F Retain a copy with permit 0013 . , $ INSPECTION NO, PERMIT NO. Ii CITY OF TUKWILA BUILDING DIVISION i t 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 Projec 05 r Type _of inspection: • n 4 �I�.nn�r a i ii Address: Date called: . Special instructions : d p PE Date wanted /,, a.m. s tLJ p.m. r Red} ,sterV€ 5 I (fl on3 1 Approved per applicable codes. J Corrections required prior to approval. COMMENTS: I t i f -. ) ( I I G r 7 11V i`f t -l:, (1r 6/ - ) v( k-N-r• • 0 I frig 440 r vc"041-0 _ion S sfe,4 0 1.70 f h (4 (r-}z iY 4" • )r • 6) at( v Irl%c.r --(A) a t in) ( --d Q $ 1 .4 Ce).rhf e s, el II / QU!li Inspector: - ' Date: 1 1 $42.00 EINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No Date: 5.1 o±,_ :Stkoitit'41c.wtt et., 6.r....k. ,4;, e ; s=-1.,,,, . r w.3 t k. 4.»,!A :.S•t ...::ri-,,Ar.. arw.xi,:wr. ?R.. —,._ _.. ' .. , ....., .._ ...... .is...0 ..r.'.p> y t4�a...: r<.. JtH.. AGi: i......:..,.: 59Sk': �a'.. .i:f-7':_n..._.a....._ +':f. :.: �{'= '..�t1'' ' INSPECTION RECORD rt Awl Retain a copy with permit C=3 INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ,� ►'■ (206) 431 -3670 Project: Type of inspection: n4toc'A--. -Q oSTt 0(1 f, Address: Date called: Special instructions: Date wanted: a.m. n1:. Requester: Phone No.: Approved per applicable codes. ( I Corrections required prior to approval. COMMENTS: A " J -6 I.) - (r o co Pi v4A-E eo STti'D . 1 Su It.oIaG AP,o %PAtis C-O PUG t3_x V4 A0 I•`ct l'ec"- of n to T S • • • 41. Inspector: // Date: + ` �SZ 7 2Z,g4 I ; ri $42.00 REINSPECTION FEE REQUIRED.. Prior to Inspection, fee must . be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. ;Jr' • Receipt No Date: •L. t.. ......,,... «�.,.+,..i. :r.. ..._.. f........ .. w..... ,..a, n. . t, s►.+ �h :SL•,�v..�A= ._i.- r...�t.3L +..: ,x.��erY.. i /.x_) .,..:.a...i.: �:...... ._. ,.I !. ,,. , _ • 0 ,—.. \ INSPECTION RECORD ‘--. 5cis-- Retain a copy with permit 00 , . -- PERMIT N cy CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 1 '‘.\ (206) 431-3670 , • ro ect: ype o ns. 'on: .111 % 10 _ ■ L' '1' 11 .. • A. . ress• . 0% f\nONLPIr Pk 1,..te . :e: Special Instructions: Date Wanted: i 0 , 3 ,c15am. p.m. Requester: • Phone No.: t_M Approved per applicable codes. , r 0 Corrections required prior to approval. COMMENTS: 1 2-K7 *ztartroti , ( ..7J••• '..,‘"( Q._ -1 fr' . . , . , , Ala ' nsPec41/14,11111/1111511 v: . J - 0 paoo REINSPECTION EE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 1 Fleoipt No.: riSede: t :4,, , , , , , .- ,. _. t. ...:s4.i.k.—%'',.. .,.° 6.....11:i•;, ,... P ., . V.,, .;1g222. / • INSPECTION RECORD t°) y Retain a copy with permit 0 INSPECTION NO. / PERMIT NO. i 4,, CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 ro ect: �—� . '3 Ype o nspect ,n: G W 6 Address: Date Called: 2--a� A . P Special Instructions: Date Wanted: I /0— '- d a m p.m. Requester: Phone No.: [Approved per applicable codes. O Corrections required prior to approval. COMMENTS: • ( -C — A 6x0<`3'i A s �'i� It-cz'tl »n , • • nspector: D ate: /d�2={ (��/ 0 $30.00 REINSPECTION FEE REQUIRED, Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.. . ? „`r..:.,.. I Receipt No.; Dale: x , ; r .... x... vi:...:.. ��_!.: :...,:r..::.' :.::::. ".':Y ::..S:i iw.. .::..A' '+.. .,,y.. icCC X�'c..:: tw�tJf= (:E:C•:::R'FKS�:S.s;.1ti'.:: 514:: s.:]° i+'^: Gilis�i. KJ: 1J.'.¢' lYiY .:.,'yy:u`�'.�:.••::x:.:t_'.. YY INSPECTION RECORD Retain a copy with permit 1 3 , 0. / P ERMIT N0. CITY OF TUKWILA BUILDING DIVISION 4. 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 roe : 506 .D K 5 Type of tnspediov N L... Addre2 n.t E. Date Called: Q Special Instructions: �• Date Wanted: 1 I • � .m. Requester: TAM ' I PhoneNo.: 2 , i z_ 2149 [ Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: ,t nspector: Date: ` • ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, tee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule relnspection. N NO C INSPECTION RECORD Retain a copy with permit 0 INSPECTION O. / 10 PERMIT NO. 41 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431-3670 7Pit: s Type ot I nspection: Address: Date Called: 2 -c ) A . e- Special Instructions: Date Wanted: /0 - 1- KO, p.m. Requester: Phone No.: KApproved per applicable codes. El Corrections required prior to approval. COMMENTS: • A A-vc- 6-)(0,-":7?3 AILL 9 S (14 r\he-LIc ( Inspector: 7711 Date' • 7:rif 0 paw REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. • ace' '0 e: , , . _..,......,,._.. w..........,»..;:. u:_.... �_... �... �,..._..... �,.. u:: czt::....<.. ... r. ................... ..t3..:....:h:..�.:,�r.�.��4,.� .,.,...._.. x;:. ...i..._,...;..tca.,..._st�t`.. II • • Y It INSPECTION RECORD " w Retain a copy with permit • •o. ' / ERMrr No. CITY OF TUKWILA BUILDING DIVISION ,��� 411 6300 Southcenter Blvd., #100, Tukwila, WA 98188 98188 (206) 43 1 -3670 ✓ ro : O./ rR. 50.±i 'pr +`x( o nsr:r rrj, A metk.. `Tlddre n .� e � Date Called: \7(0" 2:3 — G E) Special Instructions: Date Wanted: ) O " -'t ' a.m. p.m. Requester: -D l'bne No.: Z►.2 07 k Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: Date' nspector: , : AN/2-t117( N /2,� Q - 1 . T n ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, lee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. '� ' 4 ° k� •r. w s . iF•:f6i�.:a1'.� j':..,. ,.;ye. �iY::+`�4� ��.�.. �' "n ).■ ... . �.:"'' �� r S at .4 r . ' ;�. 4:: ?.. Y,�., 5 • 5 1. y i • INSPECTION RECORD °' • �1 R etain a copy with permit `� �t CITY OF TUKWILA BUILDING DIVISION , 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 Protect : �-� b type of Ins n: Tr, V „ M , JJ �' Address: c l i v p Date Call ei Spedal Instructions: . Date Wanted: Ay 11 am p.m. Requester. , DA. , Phone No.: 0 4_ a D .-- (to Approved per applicable codes. aick Corrections required prior to approval. COMMENTS: ' PctAM niklG1 I w•, A t- n G_ N c ik,'1Z'` c..o L kA v+v rl F-A (, t rl N O r+- i' Pa 1Tus )J • I 1 i F nspector: r : e ' 4 ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at x 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. t „ f Rece4*No.: Date: -----1 INSPECTION RECORD 6q6 Retain a copy with permit , 0 1 3 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION ei 6300 Southcenter Blvd., #100, Tukwila, WA 98188 . (206) 431-3670 ro ect ypeo ns• n I.; ress: • p . : cI5 .% Sp: al Instructions: Date Wanted: 0 arm Requester: mow Phone 5o&lo 'a Approved per applicable codes. 0 Corrections required prior to approval. !MEI COMMENTS: dkA.7\ 0-11/4 1,L.-S A Lb t.) 6( "re• "qC • • • nspector. 4,41 , = • , /0 HMI. • , 0 $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at %. 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. I Receipt 14o,: Date - 'v` ' ' • INSPECTION RECORD Bct 5 11 OrN3 Retain a copy with permit 1- - • "O. "•. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 V )11 (206) 431-3670 50S 6A,444-771--. Type of Inspection: ( • crw-P? Address: Date Called: /C'r( Special Instructions: Date Wanted: 4 - ) - 11 — C r- pin. Requester. Phone No.: Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: c, vAcri CA t.- ar S-6 FS 1 • • . - " • Inispecior: C-) l 1" 0 $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Cal to schedule relnspection. 977? 1.4 : • L. L ;4 t f 4 T INSPECTION RECORD C • f()? Retain a copy with permit V CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 " 06) 431-3670 • r o e ct - 13L bei ype o ns. n: ERNM iNE Address: AtIboveg. Dale Called: 0 c s Special Instructions: Dale Wanted: t — cpc) P.m. Requester: Phone No.: Approved per applicable codes. [L] Corrections required prior to approval. COMMENTS: G LAWY\ 4:7 I Inspect Or I Date: moo REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. - • iS 0 INSPECTION RECORD 0 B • — 1 Retain a copy with permit 00 1 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 i 111 (206) 431-3670 ro : 5 .7.7 1: 171W PgAAA 1 N Ci Ale& Ahr.)6\isiz, p Date Called: Special Instructions: Date Wanted: 1 0 - 3 111 P.m. Requester: .. , Iii401 , 45 zi____________ .....______ 2 — ., 0 2 & Phone No.: 0 Approved per applicable codes. Er Corrections required prior to approval. COMMENTS: 1 3 , S1A Al'i'vr 70 (5 CA l. A tVeZ . 2) NO I.rtk wikce'.... b ' Li Of) — 6(1,4 c rn tc,SC"'" eg yerri 0 113 o f ckkoil-0 . 0.61ALJ 1 . 4 pp 0. Ft 4 ozru of wk.. clic 6a rrh h.- TYLA A. (-rich CA DIsAi L. \ ' s) pea_. j) \MA% L. c.- 3.1 ; A 0. o 3 /4 " ' DM . y...vhic. Aol.T5 Tv _0 GA .. TgAck— A-r ci-,0 c . IAA L.L. 4 tap V8 " Immo& el) NA— ay:vim %,,, i ____Pg4 v vt 13AA C. AT 16.-Tki F Sitio.„(n-t4, ,..X"; 40 . 1 Inspector: Q ...$ ) ,...., Date: /0)3/i 0 $30.00 REINSPECTION FEBRiOUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd.„Suife 100. Call to schedule relnspectlon. ...,, , ,,, , ... .„ .,,,,,,, , • '3 .) • INSPECTION RECORD Retain a copy with permit • 0 3 I SECT `0. •ER' ` •. CITY OF TUKWILA ;BUILDING DIVISION \ 6300 Southcenter Blvd., #100, Tukwila, WA 98188 44 �� h ` (206) 431 -3670 •roeM: ype o ns. _1 00 Nt .tied~ Imo. F1 -j ° 1e • - 2 - clr NA (� Special Instructions: Date ant -. Requester: �. — i MOM Phone • ..: Z - " ©M(P ❑ Approved per applicable codes. [Z! Corrections required prior to approval. COMMENTS: • I ) C 1 At !.N Al l.. IAA i 0 Sit r.) 5)1c -a p S •7 Svv'i 6. - t.o Cra'i"ta ►.j.S or Ia' vQ$''(AF r' I N cb e..0 n AT*' -•- a s i ►a r4.. -- rtS 114 STt'A-o oF 1 .• d Gcsw.vaa t.) M o c, OM 61 s, ri. es.oN1 c <, . 1 s ct� IMWA 13V 1. -01-O c.AP T U F34 ° !o O Oi 1,J o.o • P Nh +n( ' i ' 64� S j1r_u cr+^ - . A 0 D it.‘„ S 714 %. C 8" c 0 , SN \-n4 r C u0 7.a su cyst, F) /... l: 2 /f(o) G,.$ G2. /4 PPRavA • • • Inspector: Dade: �, 9 z.c. S, J . ❑ $30.00 REINSPECTION FEE REQUIRED, Prior to reinspection, fee must be paid at • ' 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No,: — • '" e: 'r� .Y; . iC;.:: �s' �r;'; c�v�. i' �t;. y' ti+ �M',' f ?v:� =��r :_, _ :rt,.?.: uL '' +�„'r °,..�,� . �; - ` . INSPECTION RECORD 111 • Retain a copy with permit (291 1 • CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 , N (206) 431-3670 _rat ype o n I'0 gps e Address (y Date Called: int (et 06.c qp5/, 1C15 Special Instructions: Date Wanted: to , • , : • equestersi s mon, 5 aCte. \ Phone No 5 &Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: AL r.1 zN-t1-0 t (AA y 6,C4 GM F4-4\ rrt )41.v• IZ n -2-1/41 f I • nspector: e: 1E 0 $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule relnspection. • - Receipt No.: 117 0: 4.14.'" tV i r 1 C INSPECTION RECORD Scis _ 22 I Retain a copy with permit OO 1.3 - T', ` • a. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION �% 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (F06 , 431 L -36:1_,0 • ro eat. — � . . - „ ype o • n : cD /lc rc C✓ 2c xI . ress :Q 00 10( \OVC -r I G. liaillMILM11111111 Special nstruct ons: Date "anted: - L) eo.. e) r( �Cf am. p.m. '. 0 0 Requester: 5f cf. V >` r ►' Y10 0 5 SP(.' . , 0 se . Phone No.: a L c). , so Approved per applicable codes. ❑ Corrections required prior to approval. - COMMENTS: ' SeE'r -r A L 1 1j5e. . 1 uJL / 44, c ---- A v C. k.. ie Q F c T 1`c) lZ..ue t 1 A On) S- -I 're . t4,--- a 2, TT, 4 .--- c: -. 4 , ,J r, ./t-C- /L Pro n I ro 6 vsi ► S'S 7 ,3t7 i (L ES r z ► n -tea •6 c;A-3r / .) P k cam" LA/P0.4-. . ,,,� R t -r— cam. ,pcw61,.` =mss - Inspector: Date; CI * , q r , ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at ; 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. '_ ,,-::,--",i1',;-1, ; ,,,,,,,,rt. ,. .... .......I:_ , : . .':: Wit:'..... i• k. i::'vn..u..- u. ✓. }..t...... -., f..�1]... .:'tU.st:'.:l:x ........ s.., ::t3i\..,.� bLK f INSPECTION RECORD 0 � t ` Retain a copy with permit v0 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 .0/ (206) 431 -3670 —Project* 05 ,. 116-c. r - Type of • ress t CA L /( ��� Special 1: e :: • : Special nstr Date anted• C) G��� 00 {� � I CS am, p.m. Requesters _t cve s ,1'1 r]v1 ` ) \)e Phone No.: (9, Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: is `• t nspectoC _.,41 1:: , ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. # ,. •ecep '•.. I (. ; >+ .:.f:wxt!.. 's.''�r •si�'.�n:farik.rrHlk+"',r.,. , EP! ( t'W INSPECTION RECORD t 695 Retain a copy with permit co) 3 , 0- . CITY OF TUKWILA BUILDING DIVISION 4 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ri (206) 431-3670 •ro: ap5 erA -e r ype ns • nc , Address. acc tAmkovev P16 Date Called: 1 i 1 c. Special Instructions: Date Wanted: 1 / 0)1 1 a.m..ELL 4)Q - I A7 • Requester. S rYto 11,5 Go 00 pry) Phone No.: k aL-1(-)„ I • Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: - c-■ Al- I N SeenZSit- ameirom CrZeriAt.r■ f g- r-.1 nspector: • 41 1 MIME o moo REINSPECTION FEE REQUIRED. Prior to reinspection, lee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspectIon. j neceo De U C INSPECTION RECORD (4" Retain a copy with permit O0(3 : O. p.1 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION , 6300 Southcenter Blvd,, #100, Tukwila, WA 98188 m■is.. (206) 431 ro ect: _ ype o ns • ton: ) .C.V; N CA* ress: Special Instructions: Date Wanted: '7 VI 4 r am. ..m. ) Requester: 'qv a se. Phone Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: • ' tire r A 1 1/1-dr1/4 r uo ov- " A_tic tA at,:ek I st c-o GUSt.. py■ r. P sysdk... I , 1/44. 05 Inspector: Date: 7 'VG 'I 0 $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. ReceptNo .: - Date: , - .. .. k INSPECTION RECORD t_ Retain a copy with perm r •„ .. . .T ... i CITY OF TUKWILA BUILDING DIVISION SA / 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 • r. ed. VJ 0 s r` / Ype o ns • :. • , Address: Date Called: Spedai nstructions: . Wanted: .7/ dp Requester. Phone Na: /) ❑ Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: . E Z t N-9E (1 ) : ) , i `rka 1.1 t iv A P t.-h t - '"1 - » rTZ ' OtZ i'�1 c CY L.. 1,,11N - r t3 F 1w\ e r a.•ST - 1 - 11 - c -- a u,7 , S>ru vr. e tp.or4 li i ttt ■ S t >JSPzx.X.v P — NA 'now ZuT` / cz.Nr"S) cA t "tom t~t , N) T - Jeri R. AM tom" I M c PAN A 4111 i �� vti.4• Nic 1714 ,— 'l&c' £'!►.a,l ` • _ S/4v1 (� S 1— k.A.Not% 1"651" nspector: a • e; 1/4_ ZS , �, ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. . •`�(_1� �! .rt .: ... - 2:. 1l aCi�: S.` Y. T1��. t�tiGi' a�+ iiM��` �wr�� .i�..��J'A�,irY�"''"%'w'gy ,. . MIN. INSPECTION RECOR11140 1 s Retain a copy with permit Q-01 I SPE • NO. PERMIT NO. • CITY OF TUKWILA BUILDING DIVISION • 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Vow (206) 431-3670 Project: ,.. n_ ype o nspection: ce, 1.4 c ittalze Address: , Date Called: — Spedal Instructions: Date Wanted: 7- 2-1 — r (9 p.m. • Requester: I , Prone No.'. ef' 11-2:1-(84-Li‘ .242 • -50Z (s. ) Ck Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: lseucif t- k •k4-,t,„ I `e ( 1E (i) S NI Nr p-A Inspector • Dale: 7/2,4 c 0 $30,00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. • . , , sreopt No.: Date: INSPECTION RECORDS Retain a copy with permit QOM 3 r s • ' • `0. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 -t (206) 431 -3670 •roe :5D5 D ah ype o nspection:'_ _ t • r'1 Addre v � p � � e , Date Called: Special Instructions: Date Wanted: .. -1 / � S am. Requester: ie v , �vck.� nooY -, F-121 — 1�rno� 5 .. O . - -L7 VllO�n I U h-1 Phone No.: ❑ Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: i r /n . • i i�f .%F ' ,t. F . I Inspect° I Data 7 � l ❑ $30.00 REINSPECTION E REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. u%.'u�:Vf,i. ;1�VSati.wk:'�tiw'.ihMiii lCf4 t'�S'.wtT,�iZt�.l3P!' a��6T..:)� r4. .. u•t�i',a+iM�cYa:.. `". rix.g .C/' i'.�l�i al tak.i„s . Y�ay. --:CY � INSPECTION RECORD 9 e s - Retain a copy with permit CD ) 3 o. PERMIT No. CITY OF TUKWILA BUILDING DIVISION iti r 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 ro : 5O5 , B A ke rr Type of Inspection: r . conc „ress: / n(, O\(eC P �:te t ri Special Instructions: c` b nU r Date Wanted: cep Requester: \Aa t f poi r Phone No.: c) e. S;1��� t S aCSQ' C ICtt w)S1C'(' LS 'Approved per applicadie codes. ❑ Corrections required prior to approval. COMMENTS: r I / ,� r Jam+ V a.0 0 . :r a •l • • • I Inspector: t C c Date: -2/1 I ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 4: j a • Receipt No.: Date: j ,, '?s";. ° . C.tia ', �JAy' •i,1 r Y . 6Kir a� : Gail' r .rjGwr.ii4 •r }l.w'�' Ji INSPECTION RECOR 0 - ( - l iri Retain a copy with permit t� 013 INSPE N NO. ` PERKY NO. CITY OF TUKWILA BUILDING DIVISION fi r∎ 6300 Southcenter Blvd., #100, Tukwila, WA 98188 1 1 206) 431 -3670 Project 53� 1 Type of rnspectio 41C y ' _ Requeste Address f ccvjOvt? r b' IC Special Instructions: Date CaIled f ' 1 I� 31�.�C Y �Date) d• I � ( fi \/�J C� c `•n + (Gt' ` r. --) eve.. ' - m G t\ S . hr\b .t 0 05 Phone No.: aya• rs . oc9.10 r . i fE Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: (3' , (A L. i ►.1 s P -cut / JL�J Let C,� s /! riF— Orin J-c-r �.J AIA ► t r, kl �. -rr . . - � , r r `J c'1 P!t•a 4)L �1^ A S. :: i� ....:` } nspector: ap ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at - 6300 Southcenter Blvd., Suite 100. Cab to schedule reinspection. f , r` '„A :':;:e ' .. ,..,. , .., ..a.En ,,.- 4::uki....i .....:.i...d..::.c + i.:, *4%. ,S:.3Y . ` . .: +. } p it.:r4.w:s L. :fiaSG':. ti .1 isti•- ��'�+l t ^ • t , 1 I C INSPECTION RECORD 5-- M1 -x N o. • Retain a co with rmit PY Pe PERMIT NO7 CITY OF TUKWILA BUILDING DIVISION 11„.. W. , 6300 Southcenter Blvd., #100, Tukwila, WA 98188 I (206) 431 -3670 it P roject: 05-- I , Type of I v" : p k\ii Addre :,, `* � � � Dale Call: � y /� J , Specie Instructions / Date Wanted: i /am ) V W C •E ' . m. Requester: c xyv ` ! `, Phone No.: e 3 r q, i _ s 6 4 9..r „ t ❑ Approved per applicable codes. ❑ Corrections required prior to approval. t COMMENTS: /f , : ' 4> A/ ' 1- J e ./' IP riir •': r . / hie- I 4- r , A/ "re94 "-e-4-A•, , il.--e."0 Inspector: Date: PAW .. I,i L W / A. • • , . ❑ $30.00 REINSPECTION FEE REO RED. Prior to reinspection, fee must be paid at ; : , , 6300 Southcenter B1vd., Suite 100. Call to schedule reinspection. J eceplNo .. , • • i'i , C INSPECTION RECORD 1111 .... Retain a copy with permit , t INSPECTION IO. , • ER - CITY OF TUKWILA BUILDING DIVISION 6300 Southcent& Blvd., #100, Tukwila, WA 98188 —'- (206) 431-3670 1 fw 'IV Od: \ \ 505 &kr ) ype o ns .1 on: &br Address Aryi,, pv.... Date Calledt t ato / , . t Special InstructiorV Date Want : / -,,, - I am. E j Request re/ •-.., (., --• 00. . I P__a_a_ 1\ki...... sl 0 Approved per applicable codes. 0 Corrections required prior to approval. •1 COMMENTS: • , — - _ , ' ? . ' k ■ t I ,11 • t • . , Inspector : Date: (9 - ' _771- I 0 $30.00 REINSPECTIO FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. , I Receipt No.: Date: , : ------•■•■•■■■■ --. • . . i , , U INSPECTION RECORD ,( n'ts - / Retain a copy with permit 601 INSPECTION NO. P • M 0. '' CITY OF TUKWILA BUILDING DIVISION 11' 1 6300 Southcenter Blvd., #100, Tukwila, WA 98188 'V (206) 431-3670 .. •ro ect: 0 5 B mak. B1 i • c ype o nspection: AdIs _ A li a 0Eps.„. p \ - • Date Called: e .7.. Special Instructions: Date Wanted: ( _ & 3 _ 63 5 (....; .., ,: Requester: 3T • . : No.: • r, ,-, El Approved per applicable codes. \\ ID Corrections required prior to approval. \ :i , s , COMMENTS: ' 4 • A At. ' O ■•• 'AAP ..... i . . . 6 , ' / / -(--' e-r 4 7 e it---- - .. , .. . • 44 ■& • ..... ...d att, ''' _ .... -. _ -■ -A. 40 — • . ' I a -./•'' 64eZ a -Ar --t ,--ciel" i--4 e ......r......- Ar ...".../ -AL ,../.." ...4 IA . , • .4 • „ . Inspector: APAPIWI Date: .• . - / - C) $30.00 REINSPECTION J EE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. ,,,. • ■ . • , \ eCePt o.: '—ilate: OTTO ROENAIJ & ASSOCATES , INC CONSTRUCTION INSPECTION & TESTING 6747 M. L. King Way South • Seattle, WA 98118 cA o l• V I s U A (206) 725.4600 • Tacoma 627.4477 • Fax (206) 723.2221 EXAMIN 8 December 1995 City of Tukwila Building Division 6200 Southcenter Blvd. Tukwila, Washington 98188 Project: 505 Baker 505 Baker Blvd. Permit Number : B95 -0013 Ladies /Gentlemen: We herewith certify that we have completed the following types of inspection and testing on this project. To the best of our knowledge, all work inspected is according to approved plans and specifications. 1. Reinforcing steel 2. Reinforced concrete 3. Structural steel Copies of all reports have been submitted to your office or are enclosed. Sincerely, OTTO ROSENAU & ASSOCIATES, INC. %°5444:21 P1 : 1 " 4 6 .6 7dLetiv Susan Rosenau -Moser Enclosure cc: Triland Schuchart Corp. A.E DEC : "I. 199;,1 { COMMUNITY r DEVLOPMFNT CITY OF TUKWILA Address: 200 ANDOVER PK E Permit Noy: 895 -0013 Suite: Tenant: 505 BAKER BLDG Status: ISSUED Type: B -BUILD Applied: 01/13/1995 Parcel #: 022 -0099 Is.s.ued: 05/11/1995 k•kk*•kkkk**kk•k'F'k**l ****k•k kkk• kkkk kkk kkkk* kkk• kk kkkk k #'kkk•kkkk•kk•.k4k4'4kkkkkkkkkk Permit Condition:,: 1. PRIOR TO FINAL SIGNOFF APPLICANT.' SHOULD PAY TRAFFIC MITIGATION FEE OF $29',°309 2. No changes will b.e.made to the plans: unless approved by the Architect or Engineer and the Tukwila Building Division. 3. Plumbing permit's shall be obtained through the :'.aeatt le - I i ng County Department. of Health.. Plumbing wi,1.1 be inspected4y that agency, including all gas 'pip:ing (296 - 4722. • 4. Electrical permits shall be obtained through the Washington State Division of Labor and Industries and all' electrical work Will be inspected by that agency (248 - 6630) 5. Al 1 rriethani ca l work shall be under separate permit issued by • the City of .Tukwila. 6. All permits, inspection records, and approved plans shall be ava:i l'ab l e` at the job Isite prier to the `start of any con- str;uction. These, documents ;are`.to: be maintained and avail ab l e+;unt i 1 final i nspect i,,on',approva l i s; granted. 7. All. structural• concrete shall be special. inspected (UBC - Sec. ; 306(a) "1) 8. Al st ructural welding ' slim l lie . ddne: by. W.A.6.0. certified ' welders and special inspected (UBC ,Sec 306(a)5) . 9. Bo l t3 i n..ta t l ed in concrete shall 'be Lpec.i al inspected (UBC,, - '3ec O6 . 10. When t a;l i aspect i ott is required arch i'tector engineer shall notify the Tukwi l aBu it d ing`' D i v is io n of appointment of the i.nS e`ction encie`s prior toft the fir ;'s't bu ld inspection. (`Copies: of a-i•,l'' inspecti^:gh,;,.repor;ts, shall be submitted to the .B'ui'I ding AV Divisiona timely mariner . Reports shall conta.i`.n,.:;�add,re:.s, project name, : permit number and type of inspection be in performed. 1 1 . The special inspector shall submit ° `“ i na l signed :report report stating whether the work requiring Sp'eci a l i ns.pect i ors was, to the best of the inspector's' k'no'wledge, ..in conformance with approved plans and specMif:i.cat -i ons a4ndhe 'app l i cab l e workmanship provisions of - the .UB. ,;:;.,.. 1:' 12. Readily accessible access to roof mounted equipment is required. 13. Engineered truss drawings and calculations shall be on site and available to the building inspector for inspection purposes. Documents shall bear the seal and signature of a Washington State Professional Engineer. 14. 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. 15. Subgrade preparation including drainage, excavation, compaction, and fill requirement shall conform strictly with recommendations given in the soils report. 16. A statement from the roofing contractor verifying fire retardant class of roof will be required prior to final inspection (see attached procedure). 17_ All construction to be done .in. conformance with approved . _ _ _ __- _._._ __ _..__ _ ._ ..__.. _._.._.._ ___.__ . _ _ ._._._. ___.. ._.__._. _ _ .____ __ _ ___ __.__ ___ _ �. _ — . _.....____.___� "'\ 0...! plans and requirements of the Uniform Building Code (1 991 ' Edition) as amend Uniform Mechanical Code( Edition), and Washington St Energy Code (1994 Editio�. 18. Notify the City of Tukwila Building Division prior to ''. placing any concrete. This procedure is in addition to any . ' requirements for special inspection. 19. Validity of Permit. The issuance of a permit or approval of plans, specifications, and computations shall not be con- strued to be a permit for, or an approval of, any violation • of any of the provisions of the building code or of any other ordinance of the ,jurisdiction. No permit presuming to give authority to violate or cancel the provisions of this j code shall be valid. 20. There shall be no accuprroy- ;at tdie> "wild, :ina.$) until the final inspection has- be.en by the�TUkkw,i la Building Inspector. r.,` .. ra ; ' j t " S i„ t. { 7 Y'',1 i .� I I •1 1",r i N , y 1 ..}.' of z7 l? .0'L` - ` °<1 e j , 1" . / ; + 4 ' , i tr r i ''I 'tr ° 7 �> %.4 S , ,s' I Ai r�P.iJ� y . •,f t rk l { ff 1 I ''',4'' `t'!� ~ .;J',i " ; + y t ' .. >'a'" { t t ' t .t t - Y, t i CV r l k+ M F Z " ; F ' 'if ' ;, r •' ".'i ''Y.' %" �'� 1.,r :t :...k { � '' 1. ]/' , • ; k + . a ' is •of .•: 1-: , 1 : ,, { is 5r. ,•`' b /..(,..,...),./ .. • t),./ i J � .+�t t . t 1 . i :'.. : . S „}y r t' 7 tf �+ � 4 ` E . d j f.a . : L, • { +; . J'1 .; . yY cN h t Y�' Y .. }' Wk� *1_,� .y,._ „ sue . i • it « ,w 19'; d� Z �� of 1' � l John W. Rants, Mayor (D\ 4 :' ' Fire Department Thomas P. Keefe, Fire Chief 1908 TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM Permit No. o0/3 r Project Name i .C2 () A e: E. re 4 .3 Lb Address ''S t"7 <) / P • Suite # Retain current inspection schedule Needs shift inspection X Approved without correction notice Approved with correction notice issued Sprinklers: �.•-•� Fire. Alarm:. p `)� 4 Hood & Duct: Halon: Monitor: ( ?Crt Vl ( Pre-Fire: �. E Permits: t///,/ Authorized Signature D • I FINALAPP.FRM T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Par* East • Tukwila, Washington 98188 • Phone: (206) 575.4404 o Fax (206) S7S 44 39 • • » 1994 Was '•ton State Nonresidential Energy Code C.—iliance Form , ._.. . '`• h � • � rr on o ` or . � � �c : a �; r �`; .:�= : = : Y `o:: s •.: . .,c • ..:. . .. • .. • ?"`�'. �� :; � �'.• - ' � Vii= ..:y;. �.. ,.t' v.° • 1994 Washington S ure a Energy Cooe Compb2nce F orms Apnl 1994 This document introduces the forms to be used All projects should complete the Summary forms for showing compliance with the 1994 Nonresi- . which apply (envelope, mechanical and /or light- . dential Energy Code (NREC). The following fig- ing). All projects should also review the Checklist • ure shows the overall organization of the form forms to make sure all necessary information on set. For simple projects, only a few forms are compliance is provided. Applicable excerpts from required; more complex projects will require addi- the General Requirements sections of the Code tional forms. The forms explain the decision cri- are reprinted on the back of the Checklist forms. teria for determining when a more complicated The need for other forms will be determined by form is required. project specifics. • • ENV Checklist What goes on • plans? • Where it goes Reprint of ENV Summary General Reqmts. Project information • Type of project Compliance opts. Glazing area % I ENVSTD Can use simple? Component Summ. of Req. performance Worksheet Target & Pro- posed UA Wtd. Avg. SHGC Area Adjustment — MECH Ck/st What goes on • plans? Where it goes • Reprint of MECH General Reqmts. Summary Project information Type of project Compliance opts Complex Can use simple? Systems Basic equip Additional efficiencies Checklist and • decislonmaking for Complex Motors Systems Check lst For any project with motors cov- ered by 1437 or LTG Summary LTG Check/st 1511 Project Information What goes on Type of project plans? - Compliance opts. Where it goes RECEIVED Can use most Reprint of CITY OF TUKWILA simple? General Reqmts. jAffl J + r� 9 95 Allowed and 1 Proposed Watts PERMIT CENTER • •, 1994 Washi: "n State Nonresidential Energy Code Co . lance Form .Y•�� -N .. , '�!-'�� ��. '�•.'..��. ,,4} ` <. S �: .,, l ��. a �._,�. i i } �I• ��-+-." • '_:234. a . , '•� - :1:•'r�y ,L .S• ..Ji.. in` e�;':1iYic - '.�!X?i L L.•t''. ' T.. . y`�::'.. + ti: i.,� ��.t -. �•..:: '�= F.�. i; .'�I!I.� r.�- . The following is a list of the 1984 nonresidential compliance forms theiruse. Envelope ENV -SUM Envelope Summary - Use this form for all projects where envelope work is to be done; there are sepa- rate versions for Climate Zone 1 and Zone 2. Show basic project information, compliance options chosen, summary list of required insulation levels and U- factors. Back side has Decision Flowchart for Prescriptive Option and calcu- • lation to determine area weighted Heat Capacity for the Masonry Option. ' ENV -CHK .Building Permit Plans Checklist - Comprehensive list of all information required on plans for all op- tions, including the Component Performance and Systems Analysis Options. Also includes space for building de- partment notes. ENV -UA Envelope UA Calculations- Use this form if using the Component Performance Option; there are sepa- • rate versions for Climate Zone 1 and Zone 2. Summary calculations of Target UA and Proposed UA. Back side has calculation of Target and Proposed SHGC, and calculation of glazing and opaque target area adjustments, if needed. • Mechanical MECH -SUM Mechanical Summary - Use this form for all projects where mechanical work is to be done. Show ba- sic project information, compliance approach chosen, list of basic equipment & efficiencies (else this information • goes on equipment schedules on the plans). Back side has Decision Flowchart for Simple System option. MECH -CHK Mechanical Permit Plans Checklist - Comprehensive list of all information required on plans for all options, including the Component Performance and Systems Analysis Options. Also includes space for building de- partment notes. MECH -COMP Mechanical - Complex Systems - Use this form if using the Complex Systems Option. Complex Systems Checklist has additional information required on plans for this Option. Decision flowchart is provided for determining which Complex Systems requirements apply to the project. MECH -MOT Electric Motors Checklist for electric motors compliance and schedule of installed motors, both for mechanical systems and other equipment. Lighting LTG-SUMM Lighting Summary - Use this form for all projects where lighting work is to be done. Basic project in- formation, compliance approach chosen, alteration exceptions. Calculations of Allowed and Proposed Lighting Power for both Interior and Exterior Lighting if using the Lighting Power Allowance Option. Back side has questions to determine if project qualifies for the Prescriptive Option.. Also has Lighting Power Allowance table /footnotes. LTG -CHK Lighting Permit Plans Checklist - Comprehensive list of all information required on plans for all op- . tions, including Component Performance and Systems Analysis. Also includes space for building department notes. t�zn4fr•'�,s�.�i! A.ItINALil in v1i , • Vi 1711! D 71M+' + • 1994 Washington State Nonreslaential tnergy L.oue lout/ if.JUdi iL.c 1 yr r r r Buildi Permit Pl Chec klist • ENV -CHK 1994 Washinplen Stale EnerpyCooe Compliance Forma - Apra. 1904 Project Address 7 d, iD • C h ✓ Dale x s _ The following information is necessary to check a building permit application for compliance with the building envelope requirements in the Washington State Nonresidential Energy Code. • Applicability Code ' Location Building Department (circle one) Section Component Information Required on Plans_ Notes GENERAL REQUIREMENTS (Sections 1301 -1314) ' 1301 - - Scope - • Unconditioned spaces identified on plans if allowed - 1302 Space heat type yes p/ n.a. Electric resistance • no n.a. Other Indicate on plans that electric resistance heat is not allowed 0 , 1 11 S yes no n.a. 1310.2 Semi - heated spaces Semi - heated spaces identified on plans if allowed 1311 Insulation e - no n.a. 1311.1 Instal. Installation indicate densities and clearances ,yam no n.a. 1311.2 Roof /ceiling Insul. Indicate R -value on roof sections for attics and other roofs; 230 Indicate clearances for attic insulation; Indicate baffles if eave vents installed; Indicate face stapling of faced batts •s no n.e. 1311.3 Wall insulation Indicate R -value on wall sections; A. Indicate face stapling of faced batts; Al-./ / Indicate above grade exterior insulation is protected; Indicate loose -fill core insulation for masonry walls as necess; Indicate heat capacity of masonry walls if masonry option is used or If credit taken in ENVSTD; • yes no Al 1311.4 Floor insulation Indicate R -value on floor sections; , Indicate substantial contact with surface; Indicate supports not more than 24" o.c.; • Indicate that insulation does not block airflow through foundation vents ® n.a. 1311.5 Slab -on -grade floor Indicate R -value on wall section or foundation detail; li/UM.Ogiare 4/ Indicate slab Insulation extends down vertically 24" from top: Ad la • Indicate above grade exterior insulation is protected yes no 0.. 1311.6 Radiant floor Indicate R -value on wall section or foundation detail; Indicate slab insulation extends down vertically 36" from the top; Indicate above grade exterior insulation is protected; Indicate insulation also under entire slab where reo'd. by Official do no n.a. 1312 Glazing and doors Provide calculation of glazing area (including both vertical vertical and overhead) as percent of gross wall area �"T no n.a. 1312.1 U- factors Indicate glazing and door U- factors on glazing and door schedule (provide area - weighted calculations as necessary); 4-9' Indicate If values are NFRC or default, if values are default �" then specify frame type, glazing layers, gapwidth, low-e ' coatings, gas fillings 07 no n.a. 1312.2 SHGC & SC Indicate glazing solar heat gain coefficient or shading t coefficient on glazing schedule (provide area - weighted calculations as necessary) 1313 Moisture control O no n.a. 1313.1 Vapor retarders Indicate vapor retarders on warm side .1 , yes 69 n.a. 1313.2 Roof /ceiling vap.ret. Indicate vapor retarder on roof section; Indicate yap. retard. with sealed seams for non -wood struc. , j ' no n.a. 1313.3 Wall vapor retarder Indicate vapor retarder on wall section j r s AO no n.a. 1313.4 Floor vapor retarder Indicate va • •r retarder on floor section rirm di g 1313.5 Crawl soace vap. ret. Indicate six mil black polyethylene overlapped 12" on around 1314 Air leakage WriP no n.a, 1314.1 Bldg. envel. sealing Indicate sealing, caulking, gasketing, and weatherstnpping A . rdt) no n.e. 1314.2 Glazina/door sealin• Indicate weatherstripping r• no n.a. 1314.3 Assemb. as ducts Indicate sealing, caulking and aaskeling - , SCRIPTIVE/CO MPONENT PERFORMANCE (Sections 1320 -23 or 1330 -34) igt, no Envelope Sum. Form Completed and attached. , Provide component performance worksheet if necessary Provide ENVSTD screen 1 output if necessary If is circled for any question, provide explanation: /3/1.0 • G Slab , • 7b / /3/31 2- 6 144r. / /leg rd,-, • & A hes"A141-44 , - • Building Permit Plar Checklist . ENV -C' ' . 123221. • Apia 199 • Envelope - General Requirements Unlabeled glazing and doors shall be assigned the default U-factor in Section 2006. 1311 Insulation • 1312.2 Solar Heat Gain Coefficient and Shading Coefficient: Solar 1311.1 Installation Requirements: AU insulation materials shall be Heat Gain Coefficient (SHGC), shall be determined, certified and labeled installed according to the manufacturer's instructions to achieve proper to accordance with the National Fenestration Rating Council (NFRC) densities, maintain ciearanees, and maintain uniform R- values. To the .. Standard by a certified; independent agency, licensed by the NFRC. • maximum extent possible; in th sulation shall extend over the full component Exception: Shading coefficients (SC) shall be an acceptable area to the intended R- value. enemata for compliance with solar heat gain 'coefficient 1311.2 Roof /Ceiling Insulation: Open-blown or poured Loose -fill requirements. Shading coefficients for glazing shall be taken from insulation may be used in attic spaces where the slope of the ceiling is Chapter 27 of Standard RS-27 or from the manufacturer's test • not more than 3/12 and there is at least thirty inches of clear distance • data. from the top of the bottom chord of the truss or ceiling joist to the 1313 Moisture Control underside of the sheathing at the roof ridge. When cave vents are - installed, baffling of the vent openings shall be provided so as to deflect 1313.1 Vapor Retarders: Vapor retarders shall be Installed on the warm the Incoming air above the surface of the insulation. side (in winter) of insulation as required by this section. Where lighting fixtures are recessed Into a suspended or exposed grid Exception: Vapor retarder installed with not more than 1/3 of the ceiling, the roof /ceiling assembly shall be insulated in a location other than nominal R -value between it and the conditioned space. directly on the suspended ceiling. 1313.2 Roof /Ceiling Assemblies: Roof /ceiling assemblies where the Exception: Type IC rated recessed lighting fixtures. ventilation space above the Insulation is less than an average of twelve Where installed in wood framing, faced batt insulation shall be face inches shall be provided with a vapor retarder. Roof /ceiling assemblies stapled. without a vented airspace, where neither the roof deck nor the roof structure are made of wood, shall provide a continuous vapor retarder 1311.3 Wall insulation: Exterior wall cavities isolated during framing with taped seams. shall be fully insulated to the levels of the surrounding walls. When Exception: Vapor retarders need not be provided where all of installed in wood framing, faced batt insulation shall be face stapled. the insulation is installed between the roof membrane and the Above grade exterior insulation shall be protected. structural roof deck. 1311.4 Floor Insulation: Floor insulation shall be installed in a 1313.3 Walls: Walls separating conditioned space from unconditioned permanent manner in substantial contact with the surface being insulated. space shall be provided with a vapor retarder. Insulation supports shall be installed so spacing is not more than twenty- 1313.4 Floors: Floors separating conditioned space from unconditioned four inches on center. Installed insulation shall not block the airflow space shall be provided with a vapor retarder, through foundation vents. 1311.5 Slab -On -Grade Floor: Slab-on-grade insulation installed inside 1313.5 Crawl Spaces: A ground cover of six mil (0.006 inch thick) black the foundation wall shall extend downward from the top of the slab a polyethylene or approved equal shall be laid over the ground within crawl minimum distance of twenty-four inches or to the top of the footing, spaces. The ground cover shall be overlapped twelve inches minimum at whichever is less. Insulation installed outside the foundation shall extend the joints and shall extend to the foundation wall. downward a minimum of twenty-four inches or to the frostline, whichever Exception: The ground cover maybe omitted in crawl spaces is greater. Above grade insulation shall be protected. if the crawl space has a concrete stab floor with a minimum Exception: For monolithic slabs, the Insulation shall extend thickness of three and ona•haH inches. downward from the top of the slab to the bottom of the footing. 1314 Air Leakage 1311.6 Radiant Floors (on or below grade): Slab-on-grade insulation 1314.1 Building Envelope: The requirements of this section shall apply shall extend downward from the top of the slab a minimum distance of to building elements separating conditioned from unconditioned spaces. thirty-six inches or downward to the top of the footing and horizontal for an Exterior joints around windows and door frames, openings between walls aggregate of not less than thirty -six inches. and foundation, between walls and roof and wall panels; openings at If required by the building official where soil conditions warrant such penetrations of utility services through wails, floors, and roofs; and ail insulation, the entire area of a radiant floor shall be thermally isolated from other openings in the building envelope shall be sealed, caulked, • the soil. Where a soil gas control system is provided below the radiant gasketed, or weatherstripped to limit air leakage. floor, which results in increased convective flow below the radiant floor, 1314.2 Glazing and Doors: Doors and operable glazing separating the radiant floor shall be thermally isolated from the sub -floor gravel layer. conditioned from unconditioned space shall be weatherstripped. Fixed 1312 Glazing and Doors windows shall be tight fitting with glass retained by stops with sealant or caulking all around. 1312.1 Standard Procedure for Determination of Glazing and Door Exception: Openings that are required to be fire resistant. U•Factors: U•factors for glazing and doors shall be determined, certified and labeled in accordance with Standard RS -31 by a certified 1314.3 Building Assemblies Used as Ducts or Plenums: Building independent agency licensed by the National Fenestration Rating Council assemblies used as ducts or plenums shall be sealed, caulked, and (NFRC). Compliance shall be based on Model Size AA or BB. Product gasketed to limit air leakage. samples used for U- factor determinations shall be production line units or representative of units as purchased by the consumer or contractor. • • • • ' • 1994 nresfaentiai Ene. tone uomaitar ieu rut i i i . Envelope Climate Zo I • ENV-SUM ' 1994 Wasnmgton Sate Nonresrdenual Energy Code 1 \, .. Forms Apnl. 1094 Project Info Project Address . ,22 A . Date Ay 94..c ., (spy.84 ‘30.) For Buil id ng Department Use Applicant Name: G/ Alga/ 9 /94.44,44u Applicant Address:/ y /eu2T Ar _. s . t �/0 y . Applicant Phone: ) .03 3 �7 � � �' -a 'Project Description 12'New Building ❑ Addition • ❑ Alteration ❑ Change of Use Vertical Glazing Overhead Glazing Maximum SHGC (or SC) VerticatOverhead Glazing Semi- heated space' Minimum Insulation R- values Roofs Over Semi- Heated Spaces' I 'Refer to Section 1310 for qualifications and requirements Notes: • • -Envelope Summary ack) Climate Zorakl • 1964 Washington State Nonresidential Energy Code Co • Forms A prtl. 1 9;4 Decision Flowchart Use this flowchart to determine if project qualifies for the optional Prescriptive Option. for Prescriptive Option If not, either the Component Performance or Systems Analysis Options must be used. 1302 Space Heat type: For the purpose of determining building envelope Electric Reslsonee: Spice heating systems which use electric resistance elements requirements. the following two categories compnse all space heating types: ` -1 as the primary heating system including baseboard. radiant, and Wfttt forced of au units other. All other space heating systems Including gas, solid fuel. oil, and propane wh ere the total el ectri c resistance heat capaerry exc 1 the g ros s space heating systems and those systems listed in the exception to electric ! - conditioned floor area. Exception: Heat pumps and terminal electric resistance resistance. " . (continued at right) It heating in vanable air volume distribution systems, / E' c li es' nee H p ea .r , ye f • .. , M �`• /Masonry '. Masonry N. � All \ <, walls R -11 ; Jafl Criteria OK ?;• Wall Cntena OK7j'E - walls R -19 '' ,` ao n ?.•' no \\below) /' Yes • yes \ ((below) ,. no \insulat / yes;. noY „ T X yes / ,." c40% y ) I At <25 % i " <20 % > .' <20%� i n ''no a no�'� ingy - - Glazingyn t o o I o nc lazin0?/ Yes es 1 � I YYas •' Y I Y Y All Insulation Installed? I All Insulation Installed? All Insulation Installed? All Insulation Installed? Opaque Walls R.11 t Opaque Walls R -11 Opaque Walls R.19 Opaque Walls R.19 Below grade walls (ext) R -10 ,Masonry walls (lest) U -0.19 Masonry walls (rest) U .0.19 Below grade walls (ext) R -10 I Below grade walls (oMr) R•11 :Masonry walls (other) U -0.25 Masonry walls (other) U -0,25 Below grade walls (ottu) R•19 ;Roofs over attics R•30 :Below grade walls (ext) R -10 Below grade walls (ext) R•10 Roofs over attics R.38 iAil other roofs R.21 :Below grade walls (othr) R -11 Below grade walls (othr) R.19 All other roofs R.30 IFloors over uncond.sp. R.19 'Roofs over attics R.30 Roofs over attics R.38 Floors over uncond. R-30 1Slabs.on.grade R-10 iAll other roofs R -21 • I other roofs R -30 Slabs -on -grade R•10 Radiant floors R•10 Floors over uncond.sp. R -19 Floors over uncond. R -30 Radiant floors R -10 Opaque doors U -0.60 I ISlabs-on•grede R -10 Slabs- on-grade R•10 Opaque doors U -0.60 ' ,,I Radiant boors R -10 Radiant floors R•10 Glazing Criteria Met? i Opaque doors U -0.60 Opaque doors U -0,60 Glazing Cntena Met? I Glazing Vert OH i I Glazing Vert OH Glazing Criteria Met? Glazing Criteria Met? I Area •6 U U SHGC ( Area % U U SHGC i 00.15% 0 90 1 45 1.00 i Glazing Vert OH Glazing Vert OH 00-20% 0 40 080 1.00 I 15.20`/. 075 1 40 1.00 I I i Area % U U SHGC Area % U U SHGC i t 20-30% 0.60 130 0.65 I I 1 00.15% 0.90 1.45 100 00-20% 0 40 0.80 1.00 yes i no 30-40' 0.50 1.25 0 45 1 15.20% 0.75 1.40 1.00 i i 2030% 0 60 1.30 0.65 yes no i i ,yes I i 30-40% 050 1.25 0.45 I no l 1 yes I I Y 1 Prescnpwe Y Path Allowed i I Y Y i mponent Performance Y Y Systems Analysis Requ ed Concrete/M weighted Option* Wall Heat Capacity (HC) • eighte d h heat Assembly Description Assy.Tag HC"" Area (sf) HC x Area capacity (HC) of the total above I - grade wall Is a minimum of 9.0, the Concrete f--- Masonry Option may be used. - For framed -- - wails, assume HC•1.0 unless calculations are provided; for all other walls, use Totals Section 2009. Area weighted HC: divide total of (HC x area) by Total Area '1994 Washington State Nonreslaeniiai tnetu Guou L., U1111/1101 rt.c I v, r., . . , - Envelope UA Cale . ions Climate Zone •r• . . • ENV -UA 1994 WasMngton Stale No wee denbal Energy Code •..... tote Forms . Apr i. 1554 Project Address / , t A • _ Date • S. ace Heat T • e ❑ Electric resistance • 0111 other For Building • epa ent Us • ..t41 .o•tirk.au . ".y� *..i�C"..� ..�.�._., ..�....i. '' ' '':'; .. . . - -•' - .. _ x .. Glazltng•Arera as gro ezlerlor'wap area • -` '9.j• /o -: - y,.;;. - .' ,. ', � .7:: . Co urete/Masoriry`Optiori • ❑ Yes E No : •• " ' • : ; : Notes: glazing rna amum allowed In Table, then calculate adjusted areas on back (aver). If Concrete/Masonry Option is used, . r i .• Target U•factors, SHGC and Glazir g 96' W it be diffe than'shown below Refer to Table 13-1 for correct values • : ::' Building Component,,:• ; Proposed UA Target UA ' , - . List mpo e nls b :.,,,...:.• emb ID & page # - U- factor • x Area (A) ' = UA (U x A) U- factor x Area A . = UA (U x A u = '/sw Plan ID: A. . 3 / ze . l oo / 382. ea ' ' 0 )" - 6to- . =. 201 •• • . i , .......;: U= Plan ID: Glazing % Electric Resist. • Other Heating . ▪ c ;,' U. Plan ID: :0-1&56 • 0.40: 0.90 1 U= Plan ID: • >15 -20%•• • 0.40• ' ?.:'0.75;.: n >. U= Plan ID: >20. 3096'• not llo ed , ` .> ' • '" . U=• Plan ID: >30.40%' . 'notaAowed , ' 0.50•: }' : :.. -.". Us ..... Plan ID: . (see Table 13-1 for ConcMasonry values) :'• U= Plan ID: U= Plan ID: Glazing % Electric Resist.. Other Heating . • 72 en U= Plan ID: 0-15% • 0.80 •• 1.45 . L ' U= Plan ID: >15 -20% 0.80 . ' ".1,40 ' O > O U= Plan ID: >20.30% not allowed 1.30 U= Plan ID: >30 -40% • not allowed • " 1.25 U= Plan ID: _ (see Table 13-1 for Conc/Masonrivalues) g0 U� COPlan ID: 41,E . 0b7 /4;0 /0, 2 C /4$ ' /oc)' 2 n g U= Plan ID: • -Electric Resist. • , Other Heating 0 • ° U= Plan ID: . ' . . 0.60 0.60 • • y ,. R = Plan ID: /fee 7759. 032 3 �(_ //07 , 03[P x 3 S'pgz /Zt • g o R= Plan ID: • Electric Resist. Other Heating a R= Plan ID: 0.031 06 -- 1. R =/ Plan ID: if e0/5,0/1 1 , /c9 z ? 'b . OS X '74,06 :• !30 N q, o R= Plan ID: Electric Resist. Other Healing R= Plan ID: .� d,� 0.034 R= /� Plan ID: O /!l /$'ud� , 05 ) SZi 3. = 7-46/7 . /4 '4 S 2/ 3 729..9' R= Plan ID: Conc(int) 0.19 R= Plan ID: Conc(oth) 0.25 . : 0.25 . A R= Plan ID: g g R= Plan ID: Electric Resist. Other Heating © 0 R= Plan ID: Ordinary 0.062 ••• 0.14 CD R= Plan ID: Metal stud 0.11 0.14 • 'i N R= Plan 1D: . . o R= Plan ID: Electric Resist. Other Heating • 8 ▪ c R= P ID: • 0.029 0.056 • u Plan ID: , R. Plan ID: A /9 . 0. ,,,,,I."... k W9 'J (' t4if. f � t4 • 7 k / �? � g •79 2 R= Plan ID: ' ,Electric Resist. Other Heating a en R= Plan ID: F =0.54 • F - 0 4 54 R= Plan ID: (see Table 13-1 for radiant floor values) 'For CMU walls, Indicate core insulation material. , c17/ d w3 •� S-;-1 / 0 441 Totals y Totals ! / ' • For compliance: 1) Proposed Total Area shall equal Target Total Area, and 2) Proposed Total UA shall not exceed Target Total UA. • • 1994 Washin,' ^fl State Nonresidential Ener. Cod'-Comoliance Form • Envelope SHGC Ca.. lations Climate Zonet; jIIIIIIIEZEEil. . iaa4 Wastunpton State Norueuoeneat Energy Code Comp a ce forms Apt II. 19 4 Vertical Glazing • . - Proposed SHGC Target SHGC • ' ' ••' c, '' Ust components by assembly ID a page #• • ; •SHGC • •. x Area (A) - = SHGC x145. - 7 SHGC •• - x Area (A) - = SHGC x A Pl anlo:7 //i G Ge5• Ae • • .:. �T ,l �1Tia � , � � :�f' .. , �i:� - ea:f t 9`5l' � I , - Plan ID: i0Ea Glazing 96'. Electric Resist.! -' Other Heating • 3 Plan ID: 0 : ,.....:-.:.1.00' : -.......:.:...1:96". e, O Plan ID :. . ' • >20-30%:•?.. ' :' not allowed • 0.65 •. Plan ID: • • >30- . not allowed . ' • ' '0.45." Plan ID: (see Table 13.1 for Conc?Msoruy values) 'Note: Manufacturer's SC may be used in lieu of SHGC. . ' ' "''"' . Totals ��� ,Z e�� Totals at. ' For compliance: _ `„' 1) Proposed total area shall equal Target Total Area, and 2) Proposed Total SHGC shall not exceed Target Total SHGC. Overhead Glazing Proposed SHGC Target SHGC List components by assembly ID & page # SHGC* x Area (A) • SHGC x A SHGC x Area (A) ze SHGC x A • "a, Plan ID: _ • _ t Plan ID: Glazing % Electric Resist. Other Heating O Plan ID: 0-20% 1.00 • ".).66.:.: v c Plan iD: >20 -30% not allowed '':0.65''' • Plan ID: >30 -40% not allowed • ' 0•45' • O Plan ID: (see Table 13.1 for Conc /Masonry values) 'Note: Manufacturer's SC may be used in lieu of SHGC. Totals Totals For compliance: . 1) Proposed total area shall equal Target Total Area, and 2) Proposed Total SHGC shall not exceed Target Total SHGC. Ta Adjustment Calculations. •. : if the total amount of glazing area as a % of gross exterior wall area (calculated on ENV -SUM) exceeds the maximum allowed in Table 13-1, then this calculation must be done. Use the resulting areas in the Target UA and SHGC calculations above. Proposed Areas :' Numbered values are used in calculations below, Roofs over Attics Other Roofs Walls ^----- Glazing Area 1: OG= 2: OG= 3: VG= Note: OG = overhead glazing • Opaque Area 4: 5: 6: VG = vertical glazing • Gross Exterior Wall Max Glazing Area Maximum Target Area (Table 13-1) Glazing Area IX1 Vol r 100 ( =17: Target OG Area In Roofs over Attics Target OG Area in Other Roofs 1 ' Max 00 Remaining 2 Target VG Area For Target OG's, circle 7 ' lesser circle _ = 8: l (circle) = 19: and use the lesser J — (circle) I I — ( ) l ( values both here and 7: 8: below. ■ Proposed Opaque Area Proposed OG Area Target OG AreaW Target Opaque Area F___ Roofs over Attics 4: .{. 1: — 10: = 13: _i Other Roots 5: ..1. 2: — 11: = 14: Total Target OG Area (sum X10 + #11) 12 • Proposed Opaque Area Proposed VG Area Target VG Area Target Opaque Area Walls 16: 1+ 3: —19: =L5:., I Note: If there is more than one type of wall, the Target VG Area may be distributed among them, and separate Target Opaque Areas found. Target values 9, 12, 13, 14 & 15 (shaded boxes) are used in the applicable Target UA calculations on the front. • Target values 9 & 12 are also used in the applicable Target SHGC calculations above. • . _...._,,.,.. .�.__ . ........... ._ _.. ._. __.. . _..... .. . ,.�._._._... i u.� v v C:141 to iyavr 1 i...04,4.40 . ..,......., _.. �..... .. — -- � . , . � .. .. _... ..._........... »MM... <...,,.., .,,. • Lighting Permit PI • Checklist LTG -CHK 1994 Washington State Energy Code Compliance Po .Y lr Apt. 1994 Project Address 1 Date The following Information is necessary io check a lighting permit application for compliance with the lighting requirements in the 1994 Washington State Nonresidential Energy Code. Applicability Code Location' Building Department circle one • Section Corn • • vent Information Required on Plans Notes • • • ` ' • • ection Yes.; no n.a. 1513.1 Local control/access. . Schedule with type, indicate locations yes no n.a. 1513.2 Area controls Maximum Iimittper switch 1513.3 Daylight zone control Schedule with type and features, indicate locations es. no . n.a. vertical • lazin. Indicate vertical glazing on plans rL no n.a. • • overhead glazing Indicate overhead glazing on plans yes no n.a. 1513.4 Display /exhib/special Indicate separate controls 1513.5'• Exterior shut -off Schedule with type and features, indicate location • yes no n.e. (a) timer w/backup Indicate location es no n.a. b •hotocell. Indicate location 1513.6 Inter. auto shut -off Indicate location yes no n.a. 1513.6.1 (a) occup. sensors Schedule with 4. and locations es no n.a. 1513.8.2 b auto. switches Schedule with . and features back -u., override ca • abil ; Indicate size of zone on •tans • " . ections 1- or I yes no Lighting Sum. Form Completed and attached. Schedule with fixture types, • lamps, ballasts. watts per fixture ELECTRI MOTO - S (Section f511] yes no n.a.j lElec motor efficiency )MEV-I -MOT or EquIement Schedule with hp, rpm, efficiency_ j • If "no" is circled for any question, provide explanation: • • • • • • 1994 Washin ... t, =. .:.: a,-<:: �k, �b. ���.;::..�:�.�:���::.r.:...x ,........__•..... _ gIc n State Nonresidential Energy Code Compliance Form Lighting Permit Pl ..... Ch LTG -CHK 1np4 Washington State Energy Code Compliance Forms Apnt. 1991 Lighting - General Requirements • timer, photocell, or a combination of timer and photocell. Automatic time switches shall also have program back -up capabilities, which prevent the • 1513 Lighting Controls, • • • • - • - loss of program and time settings for at least 10 hours, if power Is 1613.1 Local Control and Accessibility: Each space, enclosed by walls Interrupted. or ceiling- height partitions, shall be provided with lighting controls located 1513.6 Automatic Shut -Off Controls, interior. Office buildings greater • : within that space: The lighting controls, whether one or more, shall than 25,000 ft and all school classrooms shall be equipped with separate capable of turning off at lights within the space. The controls shall be. • eutomatic`eontrols to shut off the lighting during unoccupied hours. readily accessible; at the point of entry /exit, to personnel oeeup'yirig o► " •-• • ' "" • Automatic controls may be sri ocoup sensor; time switch, or other using the space. device capable of automatically shutting off lighting. Exceptions: The following fighting controls may be centrallted in Exceptions: _ remote locations: s 1. • • Areas that must b continuously illuminated, or illuminated in a 1. Lighting controls for spaces which mus be used as a whole. • . manner requiring manual operation of the lighting. 2. Emergency lighting systems, 2. Automatic controls, 3. Switching for industrial or manufacturing process facilities as 3. Controls requiring trained operators. may be required for production. 4. Controls foi safety hazards and security, 1513.6.1 Occupancy Sensors: Occupancy sensors shall be capable of 1513.2 Area Controls: The maximum lighting power that may be automatically turning off all the lights in an area, no more than 30 minutes controlled from a single switch or automatic control shall not exceed that after the area has been vacated. • • which is provided by a twenty ampere circuit loaded to not more than 1513.8.2 Automatic Time Switches: Automatic time switches shall have eighty percent. A master control may be installed provided the individual a minimum 7 day clock and be capable of being set for 7 different day switches retain their capability to function independently. Circuit breakers types per week and incorporate an automatic holiday "shut -off feature, may not be used as the sole means of switching, which turns otf all loads for at {east 24 hours and then resumes normally Exceptions: ' scheduled operations. Automatic time switches shall also have program - 1. Industrial or manufacturing process areas, as may be required back -up capabilities, which prevent the loss of program and time settings for production, for at least 10 hours, if power is interrupted. 2. Areas less than five percent of the building footprint for Automatic time switches shall Incorporate an over -ride switching device footprints over 100,000 ft which: 1613.3 Daylight Zone Control: At daylighted zones, as defined in a. is readily accessible: Chapter 12, both under overhead glazing and adjacent to vertical glazing, b. is located so that a person using the device can see the lights shall be provided with individual controls, or daylight- or occupant - sensing or the areas controlled by the switch, or so that the automatic controls, which control the lights independent of general area area being illuminated is annunciated; lighting. c. is manually operated; d. allows the lighting to remain on for no more than two hours °1513,4 Display, Exhibition, and Specialty Lighting Controls: All when an over -ride is initiated; and • display, exhibition, or specialty lighting shall be controlled independently of e. controls an area not exceeding 5,000 fC or 5 percent of . ',general area lighting. footprint for footprints over 100,000 fe, whichever is 1513.5 Automatic Shut -off Controls, Exterior; Exterior lighting not greater, intended for 24.hour continuous use shall be automatically switched by • • i • ICS'- VVdJ11111UtUII °late IVUIIICb1UCl10I01 CII l./UUC l r'UII1, Lighting Summary _ LTG -SUM 1994 Wasnmgton State Nonres,dennal Energy Code C. „• ,.ce Forms ) April, 1994 Project Info Project Addres � ! c-O5 Ei'9geg •CGGyn Date / A V qS fi ZO 19N 00 �✓ fg412,1C E. • For Building Department Use rw /1--19 • Applicant Name: LPIL5 Prrz t PLA Applicant Address: za (_ 4-� Aos TE /07 Applicant Phone: A_s.t y (Project Description I tNew Building ❑ Addition • ❑ Alteration Compliance Option 0 Prescriptive ckigicting Power Allowance ❑ Systems Analysis (See Qualification Checklist (over). Indicate Prescriptive & LPA spaces clearly on plans.) • Alteration Exceptions ❑ No changes are being made to the lighting (check appropriate box) 0 Less than 60 % of the frxtures are new, and installed lighting wattage is not being increased MaximumAllowed Lighting Wattage (Interior) Location Allowed (floor /room no.) Occupancy Description Watts per ft " Area in ft Allowed x Area � 1 ' / L Oc--1 /4 4, e. . / s S 1 Z , = - . A I V •• From Table 15-1 (over) - document all exceptions taken from footnotes Total Allowed Weft _ • 3 Proposed Lighting Wattage (Interior) (May not exceed Total Allowed Watts for Interior) tew Location Number of Watts/ Watts (floor /room no.) Fixture Description Fixtures Fixture Proposed iE '7" 1 • Total Proposed Watts may not exceed Total Allowed Watts for Interior Total Proposed Watts Maximum Allowed Lightin • Watta • e (Exterior) Allowed Watts Area in ft Allowed Watts ' Location Description per ft per If (or If for perimeter) x ft (or x If) Covered Parking 0.2 W/ft2 Open Parking �Cy, 0 2 W /ft , , `yOC) _� O� Outdoor Areas 0.2 W /ft Bldg. (by facade) 0.25 W /ft Bldg. (by perim) ltAtitt t . 7.5 W/if age) _ 6.1.c Note: for building exterior, choose either the facade area or the perimeter method, but not both) Total Altowede &tat4 Pro • osed Li. • htin • Watta: a (Exterior) (May not exceed Total Allowed Watts for Exterior) Number of Watts/ WAlatts J Location Fixture Description Fixtures Fixture Proposed imiumi M111111111F:213DIMIIIII• II Mr 11111r-4r1 1 0 IIP 111 Total Proposed Watts may not exceed Total Allowed Watts for Exterior Total Propos • • • a • s :iIM,,!a AV 1994 Washin.r State Nonresidential Ener. Cod - ,Compliance Form • Lighting Summa ry ck) . ... LTG -SUM 1994 Washington State Nonresroenual Energy Coot: Compliance Forms Apnl, 1994 Prescri • five S • aces . Occupancy ❑ Warehouses, storage areas or aircraft storage hangers (] Other Qualification Checklist • Lightrng Fixtures: 0 Check here if at least 95% of fixtures in the space meet all four criteria: Note: If occupancy type is 'Other and fixture answer is checked, the number of fixtures in 1. Fixtures are fluorescent, non - lensed, with only one or two lamps, and the space la not limited by Code, • Clearly 2. Lam are or T -5, T-6, T -8 PL, and 3. Lamps are 5-50 Watts, and indicate these apnea on plans. If not F qualified : do LPA Calculations. 4. Ballasts are electronic ballasts • • Table 15 -1 Unit Lighting Power Allowance (LPA) for Interior Lighting LPA LPA' Use' (Witt') Use' (Witt') Painting, welding, ca t y, machine shops 2 3 Police and fire stations 1.2 Barber shops, beauty shops 2 Atria (atriums) 1 Hotel banouet/conferencelexhibition hall'•` 2 Assembly spaces ° , auditoriums, gymnasia ° , theaters 1 Laboratories 2 Process plants 1 Aircraft repair hangars 1.5 Restaurants/bars 1 Cafeterias, fast food establishments • 1.5 Retail A' 1 Factories, workshops, handling areas 1.5 Retail B Retail banking 1.5 Gas stations, auto repair sho• 6 1.5 Locker and/or shower facilities 0.8 Institutions 1.5 Warehouses ", storage areas 0.5 Libraries 1.5 Aircraft stora • e han • ars 0.4 Nursing homes 1,5 Parking garages s« s.e•on 1S32 Wholesale stores (•allet rack shelvin•) 1,5 Mall concourses 1.4 Plans Submitted for Common Areas Ong' Schools buildings, school classrooms, da care centers 1,35 Common area, corridors, lobbies (exc •I mall concourse) 0.8 Laundries 1.3 Toilet facilities and washrooms 0.8 Office buildings, office/administrative areas in facilities of • • other use types (Including but not limited to schools, 1.2 hospitals, institutions, museums, banks, churches) ° • r •" Footnotes for Table 15-1 I. In cases in which a use is not mentioned specifically. the Unit Power Allowance shall be determined by the building official. This determination shall he based upon the most comparable use specified in the table. See Section 1512 for exempt areas. 2. The watts per square boot may be increased, by two percent per foot ot'ceiling height above twenty fist, unless specifically directed otherwise by subsequent footnotes. 3. Watts per square foot of room may be increased by two percent per foot of ceiling height above twelve feet. 4. For all other spaces. such as seating and common areas. use the Unit Light Power Allowance for assembly. 5. Watts per square foot ot'room may be increased by two percent per foot of ceiling height above nine feet, 6. Includes pump area under canopy. 7. In cases in which a lighting plan is submitted for only a portion ofa floor, a Unit Lighting Power Allowance of 1.35 may be used for usable office floor area and 0,80 watts per square foot shall be used for the common areas. which may include elevator space, lobby area and rest rooms. Common areas, as herein defined do not include mall concourses. 8, For the fire engine room, the Unit Lighting Power Allowance is 1.0 watts per square foot. 9. For indoor sport tournament courts with adjacent spectator seating, the Unit Lighting Power Allowance for the court area is 2.6 watts per square foot. In. For both Retail A and Retail B. light for free- standing display, building showcase illumination and display window illumination installed within two feet of the window are exempt. Retail A allows a Unit Lighting Power Allowance of 1,0 watts per square foot. Ceiling mounted adjustable tungsten halogen and HD merchandise display illuminaries are exempt. Retail B allows a Unit Lighting Power Allowance of 1.5 watts per square foot, including all ceiling mounted merchandise display luminaries. 11. Provided that a floor plan. indicating rack location and height. is submitted, the square footage for a warehouse may be defined, for computing the interior Unit Lighting Power Allowance, as the floor area not covered by racks plus the vertical face area (access side only) of the racks. The height allowance defined in footnote 2 applies only to the floor area not covered by racks. . . • '194 vvasnington watC ivu(I) fr5iuci nick 1= i ici y`..... _ .-.......• • rrl u.rr rvv • ... ... -------- ......... -,. ., .,. � . 1994 Washington State Nonreslaentiai tnergy +rour.�t;,uiliptrolt��", Mechanical Permit 104 Washington State Energy Cods Compliance Forms ' „ April, 104 Mechanical - General Requirements . 1413.3 Integrated Operation: Building Heating Energy: Air economizers shall be capable of providing partial cooling even when . - . Controls . . additional mechanical cooling is required to meet the remainder of the 1412.1 Temperature Controls: Each system shall be provided with at cooling toad: Controls shall not preclude the economizer operation when least one temperature control device. Each zone shall be controlled by mechanical cooling is requir simultaneously. individual thermostatic controls responding to temperature within the zone. Exception: Economizers on in dividual, d vact expansion, cooling • .. '.. At a,minimum, eacli floor of a building shall be considered as a separate • • systems with capacities not greater than 75,000 8tu/h may - " .... • ._ . Include controls that limit simultaneous operation of the' ' zone. , ..... 1412.2 Deadband Controls: When used to control both comfort heating economizer and mectianicalcootirig for the purpose of preventing • and cooling, zone thermostatic controls shad be capable a deadband of at and formation on cooling coils. least 5 degrees F within which the supply of heating and cooling energy to 1414 Ducting Systems . • the zone is shut off or reduced to a minimum. 1414.1 . Sealing: Duct work which is designed to operate'at pressures Exceptions: above 1/2 Inch water column static pressure shall be sealed in accordance 1. Special occupancy, special usage, or code requirements where with Standard RS -18. Extent of sealing required Is as follows: deadband controls are not appropriate. 1. Static pressure: 1/2 inch to 2 inches: seal transverse joints. 2. Buildings complying with Section 1141.4, if in the proposed building energy analysis, heating and cooling 2. Static pressure: 2 inches to 3 inches; seal all transverse joints thermostat setpoints are set to the same temperature and longitudinal seams. between 70 degrees F and 75 degrees F inclusive. 3. Static pressure: above 3 inches; seal all transverse joints, and assumed to be constant throughout the year, longitudinal seams and duct wait penetrations. 3. Thermostats that require manual changeover between heating and cooling modes. 1414.2 Insulation: Ducts and plenums that are constructed as part of the building envelope shall meet the requirements of Chapter 13. Other ducts 1412.3 Humidity Controls: If a system Is equipped with a means for and plenums shall be thermally Insulated per Table 14.5. adding moisture, a humidistat shall be provided. • 1412.4 Setback and Shut -Off: HVAC systems shall be equipped with Exceptions: automatic controls capable of accomplishing a reduction of energy use 1. Within the HVAC equipment. through control setback or equipment shutdown during periods of non -use 2. Exhaust air ducts not subject to condensation. or alternate use of the spaces served by the system. The automatic controls shall have a minimum seven -day clock and be capable of being set for 3. Exposed ductwork within a space that serves that space any. seven different day types per week. 1415 Piping Systems Exceptions: 1415.1 Insulation: Piping shall be thermally insulated in accordance with 1. Systems serving areas which require continuous operation at the Table 14-6. same temperature setpoint. Exception: Piping installed within unitary HVAC equipment. 2. Equipment with full load demands of 2 kW (6,826 Btu/h) or Less may be controlled by readily accessible manual off- Water pipes outside the conditioned space shall be insulated in hour controls. accordance with Washington State Plumbing Code (WAC 51.26) 1412.4.1 Dampers: Outside air intakes, exhaust outlets and relief outlets serving conditioned spaces shall be equipped with dampers which close 1420 SIMPLE SYSTEMS (PACKAGED UNITARY EQUIPMENT) automatically when the system is off or upon power failure, Stair shaft and elevator shaft smoke relief openings shall be equipped with normally open 1421 System Type: To qualify as a simple system, systems shall be one of dampers. These dampers shall remain closed in normal operation until the following: activated by the fire alarm system or other approved smoke detection a. Air cooled, constant volume packaged equipment, which provide system. • heating, cooling or both, and require only external Exceptions: connection to duct work and energy services. 1, Systems serving areas which require continuous operation. b. Air cooled, constant volume split systems, which provide heating, 2. Combustion air intakes, cooling or both, with cooling capacity of 54,000 Btu/h 1412.5 Heat Pump Controls: Unitary air cooled heat pumps shall include or less, microprocessor controls that minimize supplemental heat usage during e. Heating only systems which have a capacity of less than 5,000 start-up, set -up, and defrost conditions. These controls shall anticipate cfm or which have a minimum outside air supply of need for heat and use compression heating as the first stage of heat. less than 70 percent of the total air circulation. Controls shall indicate when supplemental heating is being used through All others stems shall comply with Sections 1430 through 1438. visual means (e.g., LED indicators). Y P Y g 1412.6 Combustion Heating Equipment Controls: Combustion heating 1422 Controls: in addition to the control requirements In Section 1412, equipment with a capacity over 225,000 Btu/h shall have modulating or where separate heating and cooling equipment serve the same temperature staged combustion control. zone, thermostats shall be interlocked to prevent simultaneous heating and Exceptions: cooling. 1. Boilers. 1423 Economizers: Economizers meeting the requirements of Section 2. Radiant Heaters. 1413 shall be installed on packaged roof top fan - cooking units having a 1412.7 Balancing: ach air supply utlet or air or water terminal device supply capacity of greater than 1,900 cfm or a total cooling capacity greater shall have a means for balancing, Including but not limited to, dampers, than 54,000 Btu/h. temperature and pressure test connections and balancing valves. The total capacity of all units without economizers shall not exceed 1413 Air Economizers 240,000 Btu/h per building. 1424 Separate Air Distribution Systems: Zones with special process 1413.1 Operation: Air economizers shall be of automatically modulating temperature requirements and/or humidity requirements shall be served by outside and return air dampers to provide 100 percent of the design soppy separate air distribution systems from those serving zones requiring only air as outside air to reduce or eliminate the need for mechanical cooling. comfort conditions, 1413.2 Control: Air economizers shall be controlled by a control system capable of determining if outside air can meet part or all of the building's cooling loads. 1994 Washingt( state Nonresidential Energy Code pliance Form • • � Mechanical Summary (back) MECH -SUM 194 Wastrngcon State Norrasianlial Energy Cod. Conviance Forms Aynl, 194 System Description If Heating/Cooling ❑ Constant vol? ❑ Jr A cooled? ❑ Packaged sys? ❑ <54,000 Btuh? See Section 1421 for full description of or Cooing Only: ❑ spit system? ❑ Economizer Included? Simple System qualifications. If Heatin g On ❑ <5000 cfm? ❑ <70% outside air? Decision Flowchart Use this flowchart to determine if project qualifies for Simple System Option. If not, either the Complex System or Systems Analysis Options must be used, System Type eating/Cooling onstan or Coolin g Only olume no yes Heating Onl 4'• le Cooled <5000 cfm • no yes yes no Reference ` Sec. 1421 ,../ ackage• <70% OA Y yes stem no yes no 54,000 Btu Split • no • r 1900 cfm stems no yes yes • i ncludes Ee ono J Reference 54,000 Btu no yes Sec. 1423 • r 1900 cfm no > yes Simple System Y Syste 3► Allowed (Reference Sec. 1420 , Y Use Complex Reference �- System , Sec. 1430 Complex Systems Refer to MECH-COMP Mechanical Complex Systems for assistance In determining 'Mich Complex Systems requirements are apptcablo to this project. • • ltt� • • 1994 Washinafon State Nonresidential Ener• Code Com fiance Form Mechanical Summ . 1994 Washington Stale Nonresidential Energy Code Compliance forms April, 1994 Project Info Project Address Date , • For Building Department Use Applicant Name: • . _ • Applicant Address: .. • 'Applicant Phone: Project Description Briefly describe mechanical system type and features, Compliance Option ❑ Simple System ❑ Complex System ❑ Systems Analysis (See Decision Flowchart (over) for qualifications) Equipment Schedules The following Information is required to be incorporated with the mechanical equipment schedules on the plans. For projects without plans, fill in the required information below. Cooling Equipment Schedule Equip. OSA CFM SEER ID Brand Name' Model No.' Capacity' Total CFM Econo or EER IPLV Location • Heating Equipment Schedule Equip, ' OSA ctm ID Brand Name' Model No.' Capacity Total CFM Econo .,, Input Btuh Output Btuh Efficiency` Fan Equipment Schedule Equip, — ID Brand Name' Model No.' CFM SP' HP /BHP Flow Control Location of Service - 1 4 'If available. 2 As tested according 10 Table 14-1, 14-2 or 14-3. ' If required. ' COP, HSPF, Combustion Efficiency, or AFUE, as applicable. 5 Flow control types: VAV, constant volume, or variable speed. • . illlechanical - Comp Systems Checklist MECH -COMP • 1994 Washington State Energy Code Compliance Fo / : t Apnl. 199a -----"" • • ' • . , , . . . . . ... ... .. .. .. . , ..., ...... . ... . ..... . . ... . .... .. - - 1994 Washin. • -State Nonresidential Ener. Code Compliance Form . .. • . Mechanical - Comp \., . Systems .(batK) (01) MECH-COMP . : 11>94 Washington State Nonresidential Energy Cods Compliance Forms ApM, 1894 . • • (continued 0 • • ' • - . - from front) . • . . ... . . . . ' . IN. .. \ /' -s • . . .. . .. , , .,.."*. Electric •%•., ,. • Section 1437 • , . . • Mottc EfSciency ••••.., No ,."."/ :Pet -.% • . • Ra? •,'. •.„,..-- included in EquiPM" ; . „Si , °I . , er in 3 _, ." ---3. " EfSeiencies as' • • ••••• ' Performance / N Mui"Pm f 14.4 - %,..• • ting - • "' . . s. System? Table • • . . . Yes . , Yes . • •-•., • •••••• ••' , o' Ss, •," N. .. Ce°1 ! n g . \ Y ./ H • .1...■ El ' ••"}i • -• Yes .: ty ,, „. es / Wang , tone , eating ' .. Cc •.. Fuel N .." . • Peerage? • s, 13nab? ,0 ... ..„,„ •''' • 'N." Non No No er .... Seetion41 11.4 ../"...,,,,, Section 1412 He Pwrqi .4 . Must be . . „/" Yes ' Miullting • o at r Ruth ., cw ... or Staged — • ? — Combtution I . Ns Capacity? ,., Controls . Required • • 1 . I No 1412.5 I . I Provide Microprocessor so i) - • Hest Pump Controls .5 • ,. .. • s ' ' uPPIY All' '• Section 1436 • • • 'Iwo CM a '. Yes 50% Effective • . •. . • s Outside Au > •• ' Heat Recovery • • 7010 ' System Requued .`• / . '.. . ... . .. . T I .. ,X •••. .... ..-. . • • \ • . ,.. , \ ,,' ." •". •,.... ,•• .. Cookng • 'Yea .0 Packaged '. No ,.• ' Cootm ... No , - Total S* .., -1. Capacity a . `---c, Rooftop Capacity > •• 10-* ,. L o apac1ty 4 . /.., ‘., 54,000 BRO. `'. Um? r? • ' .84,000 Eituh7,• ,.. 21 . ••• umni ,• • , . . . .. •• ••••• ••••• No Yes I 1 'rte.. k1 ...y, Section 1433 As•Side . ; Economizer Required I r I - • 1 • ,. .... ..... ... . : ••• '.." ' '''.. Section 1438 . ,," Application ''.... Yes . .• F ans Of p umps ., Yes Variable flow •••• involves .... ---13.-4 • • :, 10 HP? .... Devices , '''•,Variable Flows? / *-...., / Required . ••• ••••,.." ' N./ , ...' '`...„ Sectien 1435 Y48 Z vAv N • . Fan Powered . Terinnal Units , System? ,,' • Respired .... . ./' 1 • . Nol 1 11 Section 1435 • . Simultaneous . • I Done !...* • i Heating le . . 1 11 1 CooLng Prohibited . I . .:*. . • • • .. .. :., ... .. .. .. .. .. .. .. ......... .....,......w,..rrc•.Y ^Yr...+pv wwr.nae .�i.mx.. ti..,r.... .. _..., ,.., ...r....wa„,, .r „y .. , ......._.. 1 WW4 VVdJI iii iyluil Jlalc IvuiIICDIUCIILIOI Li ICI vV■G 'LdIIIt.J1101Nrc 1 vli1i Electric. Motors • MECH -MOT 1D➢4 Wecnmplon State Energy Code Compliance ._." _ Apn1, 1DD4 Project Address Date Complete the following for all design A 8 B squirrel -cage, T -frame induction permanently wired polyphase motors For Building Department Use from 1 hp to 200 hp having synchronous speeds of 3600, 1800 or 1200 rpm (unless one of the exceptions below applies). Motor Min.Nom. No. or Type Synch. Full Toad Location HP (open or closed) Description of Application or Use Speed Efficiency • Open Motors Closed Motors - Exceptions: Synchronous 1. Motors in systems designed to use more than one Speed (RPM) 3,600 1,800 1,200 3,600 1,800 1,200 speed of a multi -speed motor. HP Efficiency ( %) Efficiency ( %) 2. Motors already Included In the efficiency 1.0 - 82.5 80.0 75,5 82.5 80.0 requirements for HVAC equipment (Tables 14-1 or 1.5 82,5 84.0 84,0 82.5 84.0 85.5 14.2) . 2.0 84.0 84.0 85.5 84.0 84.0 86,5 3. Motors that are an integral part (Le. not easily 3.0 84.0 86.5 86.5 85.5 87.5 87.5 removed and replaced of specialized process 5,0 ' 85.5 87.5 87.5 87.5 87.5 87.5 equipment (I.e. equipment which requires a special 7.5 87.5 88.5 88.5 88.5 89.5 89.5 motor, such as an explosion -proof motor). 10 88.5 89.5 90.2 89.5 r 89.5 89.5 4. Motors integral to a listed piece of equipment for 15 89.5 91.0 90.2 90.2 91.0 90.2 which no qualifying motor has been approved (i.e. it the 20 , 90.2 91.0 91.0 90.2 91.0 _ 90.2 only U.L. listing for the equipment Is with a less- efficient 25 91.0 91.7 91.7 91.0 92.4 91.7 motor and there is no energy - efficient motor option). 30 91.0 92.4 92.4 91.0 92.4 91.7 40 91,7 93.0 93.0 91.7 93.0 93.0 For motors claiming an exception, list motor and note 50 _ 92.4 93,0 93.0 92.4 . 93.0 93.0 which exception applies. 60 93.0 93.6 93.6 93.0 93.6 93.6 75 93.0 94.1 93.6 93.0 94.1 93.6 100 I 93.0 94.1 94.1 93.6 94.5 94.1 125 93.6 94.5 94.1 94.5 94.5 94.1 150 93.6 95.0 94.5 94.5 95,0 95.0 200 94.5 95,0 94.5 95.0 95.0 95.0 1 . .. •ENVELOPE U -VALUE WORKSHEET . • Element : .7 ,ob A • R' I'LL (a .. SKETCH OF ELEMENT . Note: Moko coplos of this form for ovory building olemont. • • r ill • • 0 . , • ► 1 , • • /T' Framing Ratio (if appl(oablo) o Material Thickness R•Value per R•Value R•Value • (Inches) inch Solid • Cavity €&7 IXe ' fir Y • . • / 7 3% < /4//1-"i l e & / 0 01" Ye. per Al eo•s . • Sum of R•Volues 9 9/ ' / • Frem Ratio • iiiz§ Js •; • Solid U \/oluo x • a) j< g° 'w,f 's s• �•. , Framing Rotio `irsi �ysrr 'f•.c•, i.' {^ • • U • 1/R ,i �' f i Y • ' at `'•�. S 5s ss; • W ' ii . 1 • Framing Ratio 11,4..0 ...M41 4+:14a • Cavity U•Voluo x YYt;•A k +?%•'M b) (1 • Framing Ratio) s�,� #gnu.�.z`� ' Sum of Adjusted U•Voluos (a + b) _ • /O • • Area of Elemont • - Not oroa after oponings such os • 575 doors. windows. and skylights have boon subtracted ? • 'ENVELOPE U -VALUE WORKSHEET • • .Element: f3 ./ (Dez c'/tt./.j s •. SKETCH OF ELEMENT Note: Moko copies of this form for every building element. • ; 0 . • • • • rd m it, . ." . �� Framing Ratio (if applicable) • Material Thickness R•Volue per R•Value R•Volue • (Inches) Inch Solid • Cavity 64. td..4 42 . /7 2 lti /szsk/ '' DI , ,' ' ' 2• 4 1(. 5 /gv 61d6 Ski-5 . sc _ 3 z Mli S%I e ''% ,y•69 lei •7h/ /o- c • • . . lr '3 5 . . se, hvgi4A0 Ai •- • . Co 9 • • Sum o f R•Values / ' • U A 1 /R • Org ris •�3Yt }r'.iw .sj..l%t , • Framing Ratio sx A cc k% Solid U•Valuo x • a) 4° a; l'e't -•• Framing Ratio ,4 ,O. • , „„4 : ;, • U •. 1 /R t t r % '' .1 o . 1 •F raming Retie FaR { p { �� "' � '� • Cavity •Valuo x t'`t'" %% >'�''y ;'fi "•` b) . ',.#:"• 11 • Framing Ratio) sf3~'£i €:s' ) ' Sum of Adjusted U•Volues (a •b b) ' 1.) s • Area of Element - Net oroo after openings such os • 1 6 3 doors, windows, end skylights have boon subtracted I •ENVELOPE U -VALUE WORKSHEET . • Element: ( LQ'z../006 SKETCH OF ELEMENT Note: Moko coplos of this form for ovary building olemont. • • • j GG'Li • iI Framing Ratio (If applicablo) Material Thicknoss R•Volue per R•Velua R•Volue • (Inches) Inch Solid ' Cavity • • Sum of R•Values 2 ,t) U a 1/R • 7" 4 , rm %h� sz • Framing Ratio Solid U•Volue x • o) ,x 2'i4 ••• Framing Ratio t3f`.w� s ° t U v 1!R • l"" tO.StrilMfizf;: • :4}i',3S• )? If•S Ot�'4 4tS : S'•: 1 • Framing Ratio f4 ;/....1 cke3:3 }}ti .: Cavity U•Voluo x 11.141.0111 f b (1 • Framing Ratio) 'L4 Sum of Adjusted U•Velue• fa •t• b) . T/ • Area of Element - Net oroa after openings such as • 0 /60 doors. windows. and skylights hove boon subtracted • • • ... • ENVELOPE U -VALUE WORKSHEET . Element: Pee, • SKETCH OF ELEMENT . Noto: Moko coplos of this form for evory building olemant. . • •� l • ��, Framing Ratio (lf epplioablo) .., Material Thickness R•Volue per R -Value R -Voluo • (Inches) Inch Solid ' Cavity Du de rPi�- . i' 3.0.R. roe . R -te ,eI(/p iv/ • p o p2 7b/ 40- 3/1 ZS t • g • • Sum of R•Values 3/• 92- 1 `� f Framing Ratio • sf` NST i Solid U•Vetuo x • o) , °' 3 4" h -•• Framing Ratio iw.,s�A %$' >;t ' .••• 4AY .V 415 4 • • U .. 1/R • ^..-, i„s' k'�� ibi:, • 1 • •Framing Ratio sx #r. Yld...4/0Q ? ' Cavity U•Voluo x " > ,�:�� <x < b • 11 • Framin a Retiol s�.t: >:w 43'i't 4YHii?ki k ' • Sum of Adjusted U•Values fa + b) ' d • Area of Element - Net woo after openings such as • 1 3 42-5-/S 4 doors, windows, and skylights have boon subtracted I • • . • . .. ENVELOPE U -VALUE WORKSHEET . • Element: SKETCH OF ELEMENT • Note: Moko copios of this form for ovary building element. • • . / i( /y1 I��l!fi aim 1 • �w 40-87 11 • Framing Ratio (if applicable) Material Thickness R•Value pct R -Value R•Volue • finches) Inch Solid Cavity 0/17 /0 • • / 7 4'' 6106 . rev 31?, s d& 6 G'G • 7, 69 • w� P -'/ per 77/ /o. C • • Sum of R•Values ,;/ / • A ++ L' m • Framing Ratio • 'st' >'s. Ya.3> •_ ___ r Solid U•Valuo x • a) y >`3�y`+ '�$; s<},,' !"'�iy ••• Framing Rotio :f s ?Wz•:::�+ • „S i : *,la.441:4 • U 1/R F. • • Y•.x.S. {�Y .IC '' 2 f.• 5 1 - Framing Ratio fYsY°zxs • Cavity U•Voluo x 'i' ;;47. 1 %:rt, '`V ;# {si (1 • Framing Ratio) <Y i : fn3 <_ Sum of Adjusted U•Veiues (a + b) ' / d • Area of Element • Not oroa after openings such es • doors, windows, and skylights hove boon subtracted Architecturo and [limning . ':R • PP y Inc.,. Royce A: Berg, A :1,A,, 112, Pine Street, Suite.300 Seaftte, WA•98101 (206)'583 :8030 . LPN Architects & Planners 1 (1 5-0015 TRANSMITTAL 1201 Fourth Ave. So., Suite 102 Seattle, WA 98134 To: Bob Benedicto Date: 4 May 1995 City of Tukwila Project Name: 505 Baker • Project Na.: NW 94003 i Re: Permit #B95 -0013 Description: 1 Copy Updated Soils Report for 505 Baker Phase I I Remarks: Via: ❑ Sent per your Request ❑ For lstribution ❑ Mall ❑ For your Use /Reference or your Records ❑ ourier ❑ For Review and Comment E Other Hand Deliver ❑ For your Signature Fe press ❑ For your Approval ❑ Hold for Pick -up NOTE: Reflects .same conditions as Phase I and same recommendations By: / RECEIVED CITY OF TUKWILA ac: I MAY 0 4 1995 PERMIT CENTER ..:. - .,........ ,. ..,,.., ,. .,. .... RECEIVED CITY OF TUKWILA MAY 0 4 1995 PERMIT CENTER , G e o E n g i n e e r a - File No. 0794- 005 -R01 ' Geo Engineers . '`. • . I G e o E n g i n e o r s 1 File No. 0794 - 005.801/050395 , . G e o E n g i n e e r a 2 File No. 0794.005•R01/050395 • • G c o E n g i n t e r s 3 File No. 0794 - 005- R01/050395 If the subgrade elevations for the new construction are at the same grades as present, little or no fill placement should be required except as needed to f111 depressions resulting from the demolition activities. Prior to placement of new fill or base course material for floor slabs or . paving, we recommend that the exposed surface be compacted to a firm, unyielding condition (to at least 92 percent of maximum dry density determined by the ASTM D -1557 test procedure). Because of the moisture sensitivity of the silty fill underlying the site, this work should be scheduled for late summer or early fall if at all possible. If this is not possible, it may become necessary to remove a portion of the existing fill and place a base layer of clean sand and gravel fill on which to work during p eriods of wet weather. We recommend that the preparation of subgrades for footing, floor slab and pavement areas be monitored by a representative of GeoEngineers to determine if the work is being completed in accordance with our recommendations and to assist the contractor if difficulties in meeting job specifications are encountered. Fill Placement Any fill placed to achieve the design subgrade or subbase elevations should be placed as structural fill. Structural fill should be placed in uniform lifts of 6 to 10 inches maximum loose [ . thickness and each lift uniformly compacted to the required density before placing the subsequent lift. The appropriate lift thickness will depend on the fill characteristics and compaction equipment used. We recommend that all structural fill on which foundations will hear be compacted to at least 95 percent of the maximum dry density (MDD) as determined by ASTM D -1557. In areas to be paved, structural fill should be compacted to at least 90 percent of ASTM D -1557 at a depth of 2 feet or greater below the finished subgrade surface and to at least 95 percent above this level. These criteria also apply to trench backfill in areas to he paved. Utility trenches outside of building or pavement areas should be compacted to a density comparable to the native soil adjacent to the trench. We recommend that the appropriate lift thickness, the adequacy of subgrade preparation and structural fill compaction be evaluated by a representative from our tirin during construction. A sufficient number of in -place density tests should he performed as the till is being placed to determine if the specified compaction is being achieved. All material used in structural fills should he free of debris, significant organic matter, other deleterious material and rocks or cobbles with a particle size of 3 inches or greater. The suita- bility of material for use as structural fill will depend on the gradation and moisture content of the soil. As the amount of fines (material passing the U.S. No. 200 sieve) increases, soil becomes increasingly sensitive to small changes in moisture content and adequate compaction becomes more difficult to achieve. We recommend that structural fill contain no more than 5 percent tines if earthwork is done in wet weather. For placement in dry weather, the percent fines could be on the order of 10 to 12 percent, providing that the till material is moisture- conditioned as necessary for proper com- paction. G e o E n g i n c e r s 4 Filc No. 0794 - 005- R0I/050395 Earthwork We recommend that the existing fill be tested to determine its percent compaction at the planned footing grades as the footing excavations are made. • If the fill does not meet the above recommendation for structural fill, field decisions will be made as the extent of recompaction or excavation and replacement of fill necessary. Excavations at the site can be readily performed using conventional earthmoving equipment. It may be practical to cut the exterior footings neat and cast them without formwork. Alternatively, the excavations can be made wide enough to accommodate setting forms using near vertical side slopes. If this is done, we suggest using CDF (controlled density fill) such as is available from Stoneway Concrete to backfill around footings. This would eliminate the difficulties of placing and compacting structural fill in confined spaces. FOUNDATION DESIGN We recommend that the till on which spread footings are founded be compacted to at least 95 percent of MDD for a depth of at least 18 inches below footing grades. We recommend that the adequacy of the existing silt fill be evaluated during construction to determine if it meets this criterion, as noted above, Depending on this evaluation, it may be necessary to recompact or replace all or a portion of the existing fill with new fill to an 18 -inch depth. Any new fill should extend at least one foot beyond the edges of the footing area. Column and continuous footings should have minimum widths of 3 feet and 11/2 feet, respectively. To develop adequate confinement, interior footings should be embedded at least 12 inches below the top of the floor slab and exterior footings should be founded at least 18 inches below lowest adjacent grade. An allowable bearing pressure of 2,000 psf (pounds per square foot) may be used for footings supported as recommended. The allowable bearing pressure may be increased by one -third when considering earthquake or wind loads. We estimate that settlements of building footings will be less than 1 inch and that 50 percent or more of this settlement will occur within one to two weeks after structural Toads are in place. Differential settlements between comparably loaded footings should be less than 1/2 inch, FLOOR SLAB SUPPORT We omd that the b uptd minimh and gravel rec structural m en till to prov ide uniform slahe s slab por supporteon . . Prior to um till placement12- inch -tick , pad the existing of sand surface should be prepared in accordance with the recommendations provided in SITE PREPARATION. We recommend that the upper 4 to 6 inches of structural fill consist of sand and gravel with less than 5 percent tines to form a capillary break beneath the slab. If moisture in the on -grade slab is a concern, a vapor harrier should also be considered. We estimate that postconstruction settlements of up to 1 inch may be experienced under sustained floor loads of 150 to 200 psf in those portions of the new building which overlie existing parking or landscaped areas. Floor settlements of up to 1/2 inch are expected in those G c o E n g i n e e r s 5 File No. 0794. 005 - 801/050395 • I G e o E n g i n e o r s 6 Filo No. 0794 - 005- R01/050395 LIMITATIONS We have prepared this report for use by the Tri -Land Corporation and their architects and engineers in the design of a portion of the project. The data and report may be used for bidding G e o E n g i n e e r s 7 File No. 0794 - 005- R01/050395 • • ( .1 -' Su N' J t it • GOLF 1 - >yY �w { :tI - °s .n t � M ; N I . �Ir. � '`` � L INKS �� l S 138TH ST ` S roN � :(' ",,,11.„;_ � 5 , I . \ 9 S T < ' S JOSE 1.,39.115' . _1.3 l ' �- 'ri 1. 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EXPLANATION: . r , • 1 , , . , , . . , , • .,, ,. , , • , 60 "f' . • t., il - 7 - ; . . . ..:..."... 7-.7. 3 RETAIL/OFFICE --' C : i . - b.... ........ •- i :' ..'••-.7. -I • o ' ,-4....:•' - \ \ :! 1:Ar.sq • i,.....;..0.0: -ti)-- BORI z.ic 1 .. • I 0 :. - 7 - —1-- . o 0 • 6 1 • . - — -91-o ±32,186 S.F. . - — i (GROSS •F 0 ) P I a • 0 • ; .34/ • til:Cf Mid . T . -;..-0•0 I 7 :.-- ----------- .-- - _,_._, •:::ehrt;117:: B-1 - . --r— f- 1 iPi —4-- i i , . . ., . ,, 1 , !: . 11 ' i : 1 , :1 —. Il . I.1 '..--- l .., !m u . I . 1 1 , II • . Pgi 1 r. I . ..„._______ 11 11 ! o • 1 • 1 11 cs I _ I t I 11 II .. t.*: I - 1 : a i - . !.! . C9 ■ !I CC ' • ' I 767. (4 --- a P3.“.28.5 i . I 1_ i v , ,. (., CO!.'."?E ,i i i - B-3 ■• f : ..., P t ' ef:/ .: WA - - k , .. ccr.r.! • . VI ift1 L ■ f ...4.....__ . 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I . 10 • 9 cr._,....— - .:-...1 -- 4 *-- c ' (< . • ,.. \ . . e ..... : - t - V . .—, N. ..- . ...1 •• 1 - .,. - - . - • . , .. _,... .. 3.. .L._______:..... ...... ra.. _____ ,...„ ___ ... __ ___ _ __. _ _ . .. , - . cz, . ....)-, -- - - o - ----. — .:27 — — 1 — l'.., . • . • • 1,-, --.--. ---2- -- . E. --5'. _1 j - ::-. J ,- " 1• ....., - 7 - . - — -. - - - -,- 1 - - . ' ''''. - -,.-_, • .'"--:_,--• ' - -_..,;-- 11 ,:., --- - ::. ...::- ,.:....• J- -,- -------- • f) - -SS- ., - - - - 3; - • - • --:- - 7 - - - -S3 -SS • - - -S. - - - - SS- - - - 1S• - 3.. - - S3' - • - iS - - -SS - -- - SG-- - - E.; - '..) . u 7 C% ... ' • •••■?7 -'-- : — ND 1111 OVE PARK EAST s- - -- -* ---- -- , i -.- - -.---- . . - &..1, .. _ _ . . , .. _ AR -1:., ''. ' - - -- 1.- _ --- . . . . SITE PLAN • I . . . . Geo_ Engineers ••• cq.e . • Reference: Drawing entitled Site Plan,' by Leason Pomeroy Northwest Inc.. dated 06/27/94. FIGURE 2 ..... 1 - • • . . • • • • • • • . . . . . • • • - • - . • - • • .>.,.,..... .i.;_,.,...... ,.. ,.,is1a.:;:....,: :1.!s'.:; i , ..,!..,i...::t'.v..... :;m3. "..wino nsnH.m„zh,,w._... ...... --. — ....._..,...... .— ..,.... ....,.....a....,...,_.. . ._._ ......,.............,........,........ ........«..—.—......_.. .. ' .' , '. • ,, ':' ' ,,. . ... . .. - . o $ A - 1 File No 0794 - 005- R01/050395 in general accordance with ASTM D2488.90. Moist - Damp, but no visible water 2. Soil classification using laboratory tests is based on ASTM D2487 -90. Wet - Visible free water or saturated, usually soil is obtained from below water table 1 Descriptions of soil density or consistency are based on interpretation of blow count data, visual appearance of soils, and/or test data. .- . v 80— —80 r- r- 0 Nate: See Figuro A -2 for explanation of symbols LOG OF BORING Geo �r Engineers FIGURE A -3 i:7, 13 0..... 0 0 • 40— —ao o Note: See Figure A -2 for explanation of symbols I .. 1I LOG OF BORING Geo N Engineers FIGURE A -4 o r. o Note: See Figure A -2 for explanation of symbols I , 1 LOG OF BORING Geo % O Engineers FIGURE A -4 TEST DATA BORING B -3 . ( DFSCRIPTION Moisture Dry Content Density Blow Group Surface Elevation (ft.): Lab Tests (%) (pcf) Count Samples Symbol 0-- ML Gray silt with (Inc to coarse sand and occasional (Inc gravel 0 35 — SM 25 27 0 — 35 _ _ t. 16 ❑ Boring completed at 40.0 feet on 04/13/95 g — 40 0 40— 0 Note: See Figure A -2 for explanation of symbols ' -rl t LOG OF BORING Geo �I1g111e�I'S FIGURE A -5 (., 0,00 1 -. . . . . , , . . ; i 0,02 --' • . . . , . . I — _...... : 0,04 ; . . , I 111 i , Geo *, Engineers FIGURE A -8 • ._ • • r w, � 7 t:, or. r t , ?r 11 , e):1: •i /iFQ•Wite'.E Y...4111C44 .:Ai3` 5 ,S t. 1 , J= 0 C n •,` t ,,, ll F) f IfN i lu,w :,'d•v q ..n,•.r.; .`.vtt.i • � i . . • • • ` -' l . , t ' `�V -i l I (• �..,� .t '1(':- .' i , '1..-:‘,',';•.;'. tr, .� .r 1 -,. 3 4. . -- - _ . . ., . . .. . . „. _,., , . • . . .., . . •. . . .. .. • . , . .. . . . • • . _ . _ . , , .. . • _; / ' . For r '' . ' ' Tri -Land Corporation, • j' . � ,� M1\\ � , � • l 1 1 1 III. A • � rr ,..:� . 1994 N . . �. • ' : orT�r of -ruicwU.A �.. ' r P[ ilk 1995 t LPN Archite�#s an rs. • • ; ; \ JAN 1 3 _. - , . • MIT CENTER PER , • File No. 0794- 004•R011102094 0 e o B n g 1 n e c r s � • _. Fax (206) 861-6050 Primed on rocyded pipe; ` r .. ' G e o E n g i n e e r s i File No, 0794 - 004- RO1/102094 . • . . REPORT GEOTECHNICAL ENGINEERING SERVICES . PROPOSED RETAIL /OFFICE BUILDING TUKWILA, WASHINGTON FOR TRI -LAND CORPORATION INTRODUCTION This report presents the results of our geotechnical engineering services for the retail /office building planned by the Tri -Land Corporation at 505 Baker Boulevard in Tukwila, Washington. The location of the project site is shown on the Vicinity Map, Figure 1. The proposed retail /office building will be L- shaped and centered approximately in the middle of the property. The proposed building will cover most of the existing building (to be demolished) footprint and also will extend into the existing south parking lot; covering an area of 22,888 square feet. Shallow foundation support and an on -grade concrete floor slab is anticipated. Building grades and loads are not known at this time; however, no major changes in site grade are expected. SCOPE The purpose of our services is to evaluate subsurface conditions at the site and to develop design geotechnical recommendations for the proposed building. Our specific scope of services consists of the following items: 1. Review of available information on foundation design and subsurface conditions for the existing building. 2. Explore subsurface conditions by drilling two borings to a depth of 49 feet each in the proposed building area to the south of the existing building to define the nature of supporting soils and ground water conditions within the depths explored. 3. Perform a limited laboratory testing program on selected samples recovered from the borings. The completed tests include soil classification, moisture /density and consolidation tests. 4. Provide recommendations for site preparation, drainage requirements, and criteria for soil type and placement of any new fill in the building area. 5. Provide recommendations for foundation design including requirements for reworking or replacement of existing fill soils below footing grades, minimum depth of confinement, minimum footing width, allowable design bearing pressures for static and dynamic loadings and estimated settlement. 6. Provide recommendations for support of the floor slab and design of parking area pavement. G e o E n g i n e e r s 1 File No. 0794. 004- R01/102094 7. Evaluate the probable differential settlements between the portion of the new building which • will overlie the existing building area and the portion to be located in the existing parking area and recommend means of reducing such settlements, if appropriate. 8. Present our conclusions and recommendations, together with supporting field and laboratory information in a written report. •`= SITE CONDITIONS SURFACE CONDITIONS The site is located in the Green River Valley, a short distance west of the present river channel. The approximate ground surface elevation of the site is +27 feet (Mean Sea Level Datum). The site was filled and the existing office /warehouse building was constructed in the 1970s. The site is presently occupied by a 16,000 square feet one -story concrete tiltup office /warehouse building with back -in truck loading at the rear (south) of the building. The existing building is located on the north half of the property with automobile parking predominantly to the south of the building but also to the north and west. The asphalt concrete pavement in the parking areas appears to be in good condition. The site is approximately 3 to 4 feet above street grade along the east property line and about 1 to 2 feet above street grade along the west property line. The existing building will be demolished prior to construction of the proposed building. SUBSURFACE CONDITIONS The subsurface conditions at the site were explored by drilling two hollow -stem auger borings at the locations shown in the Site Plan, Figure 2. A description of the field exploration and laboratory testing procedures and the logs of the explorations are presented in the Appendix. The borings were completed in the asphalt paved parking area to the south of the existing building. The asphalt was measured to be approximately 4 inches thick and was constructed on an 8 -inch layer of medium dense sand with gravel and silty sand with gravel subbase. Fill was encountered beneath the pavement subbase, extending to a depth of approximately 10 feet. The fill consists of stiff gray and brown silt with sand and gravel and medium dense gray silty sand with gravel. The fill overlies an 8 to 10 feet thickness of soft gray and brownish gray silt which in turn overlies very loose to loose silty sand that ranges in thickness from 31 to 51 feet. The silty sand unit encountered in the borings extended to a depth of approximately 251 feet below �. the existing site grades in both of the borings. Medium dense to dense gray sand was encountered beneath the silty sand to the full depth of both borings. . • Ground water seepage was encountered at depths of 20 and 22 feet below the existing ground surface during the drilling of borings B -1 and B -2, respectively. Ground water levels are expected to fluctuate seasonally and with the frequency and duration of rainfall. Generally, ground water levels are highest in the late winter /early spring and lowest in late summer /early fall. CONCLUSIONS AND RECOMMENDATIONS GENERAL We recommend that the proposed building be supported on shallow spread footings founded on at least 24 inches of compacted structural fill or the existing fill (if suitably compacted). More detailed recommendations regarding site preparation and foundation design are presented in subsequent sections. SITE PREPARATION AND EARTHWORK paving, we recommend that the exposed surface be compacted to a firm, unyielding condition (to at least 92 percent of maximum dry density determined by the ASTM D -1557 test procedure). Because of the moisture sensitivity of the silty fill underlying the site, this work should be G e o Engineers 3 File No. 0794 - 0044101/102094 planned footing grades as the footing excavations are made. If the fill does not meet the above recommendation for structural fill, field decisions will be made as the extent of recompaction or excavation and replacement of fill necessary. G e o E n g i n e e r s 4 File No. 0794-004- RO1/102094 Excavations at the site can be readily performed using conventional earthmoving equipment. • It may be practical to cut the exterior footings neat and cast them without formwork. Alternatively, the excavations can be made wide enough to accommodate setting forms using near . '� vertical side slopes. If this is done, we suggest using CDF (controlled density fill) such as is available from Stoneway Concrete to backfill around footings. This would eliminate the difficulties of placing and compacting structural fill in confined spaces. :',� FOUNDATION DESIGN We recommend that the fill on which spread footings are founded be compacted to at least 95 percent of MDD for a depth of at least 18 inches below footing grades. We recommend that the adequacy of the existing silt fill be evaluated during construction to determine if it meets this criterion, as noted above. Depending on this evaluation, it may be necessary to recompact or `' replace all or a portion of the existing fill with new fill to an 18 -inch depth. Any new fill should extend at least one foot beyond the edges of the footing area. Column and continuous footings ! ; should av , h e minimum widths of 3 feet and 1 fi feet, respectively. To develop adequate confinement, interior footings should be embedded at least 12 inches below the top of the floor might not be fully applicable. If such changes are made, we should be retained to review our j G e o E n g i n e e r s 6 File No. 0794 - 004- R01/102094 • ANNIWOMMOOMINIIIIIIIMIWIll ' I G e o E n g i n e e r s 7 File No. 0794. 004- R01/102094 s ' „ > s,..,„ t� . '{n,Q N/S I S (0, 5 139TH W sT "1' S F YON • N < I s JOS[' . 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' ia —.a s 4 . . • ":- / /1 . .......,.. 4.,e, ic.,,4•E ,-.4 PFLT f.P1-,14 b' • ;- 1 / •/ , 1 i .! ;,.: :7: -____,i t • - ..I I. /1 Wra•NOW.■•■• • . , , / _ _ . _ --s . I " . * • . LI t•->/4 . .-----••• r. , / ,<-•••.....„; •-.).• i . I/ / -I' . / .,/ s• / 2 , / - 13 i . / . r-•:.; :: C3 EXPLANATION: • • " • . A I • M • rn ., / z r , ; • i , !-ri p i / • - . t" • - lr ; 1 B BORING Ca 1 k / : ! . _dr j e f- Ae r • . -; --- - 'A I -. 1' • / / ;-•• •• ', - • dir - - • 0'AV- 2.5 - , o' . I 1 'TO BE• 1 DEMOLISHE — X / / r - / / ' ..4 : t_4110.' • .. .Ammisiw „. . , ,, . t t , ! / _____ „Zs. - r - . . 1 '01 Air •. ..r.- y1 . . . A 1 , iv • ---: - ' OP - - Al .ye,...re.ci 6- X-C;PEziT y gr of Proposed Bu r I Approximate Limits ilding- ---1 i ' I . /I zi _L---. . _. ea 12.f,modeo 3-r 11 - • .4 I 2 ,... 1 ..,,,:. f.v.x.,......„,..T , : , . .t. .. i . ., , - i 7, ..-..-, ________ *" : I . -2 2 - . z 9 i / • 1 - 1-'• • I t- 11 . _., , 0_ — -., .., . , :, , li g? B- 1 — I:: ei l -- LE< I i '- ____.1 ' 1 . --11 11111211111MMIAIIIIIMPICIVAr, • ' 11 _ _ _ i, i 12 • • • - ; - -- I 11 Fl. .. I: - - - ; r- - - - 1 . z - . ,----; . - .7" -- --,—,— 1 Ll - 0 5 -0 ,- ... . r.: . . ••••-- z. '.-P5v-iNr..a la! . . - , . - Ret-i",n1 ) - ••. s. . , . i 1 1 i : I ,,.. , 1 , . • • . - • . ; . . . - . . --- •i I . 1 . - - • , k . •i. i ri L_L___i__,.._.._ .:. ..._ ....:....._.. .....:•. _••••:•____i -- .: • I 'I- p--"-i • • - •-- . f %.. /1"f 5. 7:--5.-- 7- ...014-... 1 . 1 0 • . ,.....--El< • !FT EaS • al :, •,...7-1,.. — ,:e„::: :: X..:,: ;".:..•: 7' ' . . . . • ' • • __.._ - - - . • - - SITE PLAN , . .....--.■....,.....4 ... . - . .. . t Geo '■,,,0•1° . N Engineers . FIGURE 2 • entitled Demolition P14n." by Leason Pomeroy Northwest. 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Inc.. dated 08/02/94. . • • - • ID. $ .- -.-. - ::.:.;; ' . - . ' , ,, APPENDIX A . - G e o E n g i n e e r s A- 1 File No. 0794,004•R01/102094 o, 0 > tx W dm SO IL CLASSIFICATION SYSTEM co Geo En gineers FIGURE A -1 ----------------------- , . ........ • i LABORATORY TESTS: SOIL GRAPH: - 35— —35 - - . • . . A • . TEST DATA BORING B-1 (Continued) DESCRIPTION TEST DATA BORING B -2 * ,. DESCRIPTION Moisture Dry Content Density Blow Group Surface Elevation (ft.): • Lab Tests (96) (p Count Samples S `' . .. .. ... , ia.. .+, uu .xr..- .......,...+.rLS. ' - TEST DATA BORING B -2 (Continued) DESCRIPTION __ • • :: . -• 1 • ri d. ,_ �._ i i _ ! - .__ . ti JAN 1 7..1995 .. . ROBERT F(SSfh SSCC. • BAKERBLVD • Tukwila, Washington S +()CfiXdl Calculah`ohs Ro o'F Frew►ing 1,1— L 19 C • 2 . ...• •,•• ....•• elvw�n5 • (c Pa1els 3,1 - ' 8 'Laferal 4.1- 4.1B �ouhcla�-ion 5,1 -- 5,2 ... RECEIVED S ` S tO.•IPL ����� CITY CF TUKWILA JAN 1 3 1995 IEXPIRES [ 1 _ 1 2. - 96 '. • PERM T CENTER ENGINEERS- - NORTHWEST INC. P.S. 6869 WOODLAWN AVE, (\,E. - SUITE 205 - SEATTLE, WA 98115 - (206)525.7560 • FAX # (206) 522-6698 -•� JOB NO. f � ,IOB NAME ;05 get leer DATE S' 11-6 1 4 SUBJECT €4 r r h y SHEET I a I OF BY 444/11 L &Ct4 / . L (, = • 2Fe ti 4' t n-aw otri Ptn/ (Per / 91 O B6) 1) .rsc Flu /oaf -1 • ÷ 1,5 h th5446, 4 ('$ •1 q /( wa 4- 1, 1 ^ 2.,/6 2.,q 4 1-rv95 e ° c -� 2, 0 N Sprr,i k . I • $" cell, • lc p TL 4 4-Ora, ', - + J Q Gave (4f, ' r a44 4 4) N Co Lead apywitre ew 46e craw a 4o114-/ori 4-0 41t' above, beA4tvs 4401.40 ¢- Ice N 1, 000 r4 loat oL ar i en T*1 • (00 • ° z,6, PL L 2.1 re Of' WTI 2 ( 25 -e4Y r 46 p¢f Iv 4 i ; r � n ,,,yy id P t lop# ef, Pad assy. I s I Z� s' tno, t.'4,1'i' 15.' 1 +1A sc. 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A 9 4° lati { 43 .c �! - - - -- 2; 2 y o . , _ 25 , b 2S PG 0.2 o� 43,2 pt, 112' OM i WO 1190 "e{ Plf P" pm ef p OA TV ti 4 , Vkz,60)-i,f ., .43 ' 't 2,3 v creep), P 4 e 2•'3 ' 0G1, 6o) ` 43 r v ¢ 1 r 1,2 • ENGINEERS -- NORTHWEST INC. P.S. 6869 WOODLAWN AVE. N.E. - SUITE 205 - SEATTLE, WA 98115 • (206)525.7560 - FAX # (206) 522 -6 .108 No JOB NAME 57 " " gd r DATE 11 SUBJECT --&Ii 1 �"w R ,, f - P7i-4e 1 ,4,Za. 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E, - SUITE 205 - SEATTLE, WA 98115 • (206)525-7560 • FAX # (206) 622.8698 ,__i JOB NAME Ca 5 r/ Q6e,et DATE ` V `° 9 9 Joe No. [ SUBJECT • P F ° L SHEET 1, OOF) Tot 5. L baats Prom f 4. 4- 1 IGttcvi Watts 3 2 2 1 30 '3 1 . , . , , 40 , - - 35 '5,-39 25 25 2S i .- 0 is 2- ° e r ZS i4,, 1■ ls.► '1•,6 24.1' 1,8 1 1,4 ' 14 DL p L 9 ' 17,4 1360 11,9/1: 60 , 1 ° 0,2 . 1 o ` 113o 43 „ ✓f 95'0 1400 2200 4+ 1 : wetrs.1 -Gate p (g(4o) r 320 fere ? • P Pi 4 O 'CO ) r 530 # '� ,32 ,13 , 53 HVA-6 L'rifs 136 2Q t/ e g(4v) a 9&e• tr X32 0 - I$2 7 4 g�4y) z 36O 14,6 'L4,2' 30,4 Gv, y a $00 c 2gd a 1,55 Q-3,2' 314' 9, 4 4 Nibi. 4p0k) ,15c Pc /14 4. r C0$,4 k , Wel,47 li "1'f) r q 44 ,I b, i' lis GL Vw10,J, e 1,44' k (''',. • ' 219,44) e , 16 At I 43? 41f , 272 Lc Pe Le4.40,0 ke 1 Mrvws 1 LC Mark Ctiawr 4 1 - g ker 3 -r 04,„cO.s ,. 1.ro ,-9y ,. ..:._.• L .: li , ENGINEERS—NORTHWEST INC. P.S. 6869 WOODLAWN AVE. N.E. - SUITE 205 - SEATTLE, WA 98115 • (2061525.7560 • FAX # (206) 522.6698 JOB NAME qD 6 ea F�Pr DATE ` l d '' 9 S JOB NO. (p7 p /,�� �f SUBJECT ivB ∎ 'r' - r 6 "'$e y SHEET I° 14 OF By / 13e . ; @ be 4 6 6 4$ - 5b • $05 $05' 410,141 41) *Al ' (,oac!'t 0 w e /L 1I f Glib f b0 4 2.20 ha fro b t4,,, s : `.`J 0 , 360-e 1040f S® a 1,45' Vie l,O k $44ee47. i.. 1040‘ It I ie,� w , It 4 J. 1, �� VI (If P t 2,25(9) = 1 g, o k frP . 1' 5,7 /7,1 ZI.3 Z9,i 343 4-5,7' 0 f j 63 6 46,6' 49,9w 5 ,it'. 5-R I E) a 739. • iel 3 ('' L h) -yi III * jz,4 1 „ 9k 9 % a rL • r (;63 , x /3 43 etc S' 4 2$4G,r,l 6t,c = , q9 " G /c6t ti V 49.1 k 1 e 14 71-i 1 i$4 eo144,1 t qi (, '' T t i, 5C'4- 9.9) A-4 "3G2ik, 3 62 Nd • .. e 2bq'psi Ok l� wRy Q,U w < 21 $./ Po O2 I l� � 16 ,9 I S, 5 � ► / 6, 1' t4.? 22,7 30,q 3ga' 4 e f, k �e' 49,9 42.5 1' 1 c 26 T2 k' 6'Y 4 � S `r i7'03 f� __ � ' ______ 6 t 9 s r s , '39217 I ° 16) 23$ _; 4- c 15'2. I. ENGINEERS° NORTHWEST INC. P.S. 6869 WOODLAWN AVE. N.E. • SUITE 205 - SEATTLE, WA 98115 • (206)525 -7560 • FAX # (208) 522 -8698 gam G -lo - q5 JOB NO. JOB NAME DATE SUBJECT gm Pie 2 • SHEET 1, / ✓ C� OF BY /Z 131 ' • 1Di3 I,3 ( 11,d, 1,1.6 11,6 et/r 1., 45' 'if in, P :i , 41) t 6 1, 6" "2 'ire' 19' 1Z' 4a' '42'" • I ' t43 6 N 2 2 49. , -� 1 I � 3 a Ise c i ' & /� 3 1 /$X 45Yi ' r 5 Zaz6 "5 6LL, r 6,19 , e/495 1 c 5'2 - 5 - 0. , /,,i 4 ^ f /T s 7 t%' /n 2 (. t -1' 1 %Q r 134' 11 04 ii 10,9 1,2 94 t n , p r 'd6,� 1 14, 4, 22,E 3c '44,a 38,E 4.6, /14 f l 393k' 29,6" vre�, 26•B S/z G tel t, h 3 W ATE,. c 1, 8'4M L e �3 4 7 & 5.61 1 X99 a LL t 1, ke 6111 A` M8 -r1 T ) F-)G WI ,i1,a W. If r Zoe' 2,ZS 0' 9,3' 17,9' 25,?' 34) ' f'` '11,6" 4,77. , k '7 ,o' 43,x. t444 '3 k ' 4� Pitt 5-g, 6 16gd 1:17 1045l 4� C x.90 c )722 ' j , 3 I� 1 I o 4 / u ` 11 2 1 ,' /111 eft ,4.4- 278 - L L ° 4 . i ' 1 n I A ' zI OW Cam., t J4, . . ENGINEERS— NORTHWEST INC. P.S. 6869 WOODLAWN AVE. N.E.- SUITE 205 - SEATTLE, WA 98115 - (206)525.7560. FAX # (206) 522.6698 1. -ra -15 JOB No. p JOB NAME �`� �� DATE SUBJECT '✓�6f 644e I+ SHEET 1 ' OF BY 3 et() r O — ' P L t t o ire . V 1 1,3 1' , 3 2/3 35,3 49,2 42 , g t 4 �t 444 10 k e 5' Ix c 2 24t J4',z Qg%i .es n-t 40" N3Gl dk s' 21 9 ( re G2i-bo rc s W $ k 18 b 414 n, Bch 0 D -3E +Ye / V1 c 31$ k, ` '7,3' 0,3' 2t1' 31,3' erg c / 12 /n 3 /34.1 3'19 ce G Yie 414 1/4 S': 17Z2 1 /g t 74,3 •�c��veIiNs I g 1T g, r 2,9k )1r. g 113 S Gv 320 A4 r 13,ok 52e x '6.3 Zr , ' , zit" 4o+ 0k ENGINEERS—NORTHWEST INC. P.S. 6869 WOODLAWN AVE. N.E. - SUITE 205 - SEATTLE, WA 98115 • (206)525-7560 • FAX # (206) 522 -6698 " d JOB No.. PP JOB NAME 7 ' r� �'i �r DATE / 1 IO ''1C SUBJECT IZ 7' F 14ilP G SHEET `t / F • BY "I 11' e / Ti24 ` t 96 e'rriet 0 ' ri, x G D 4e ÷ l qo •r 50 • 1, 2 4 a,..b, roil I 1PM.B,ef 1,04 1,9 9,9 9,9 1,9 p t 14 24 (1) �r r 0D -3G• i ..,. - - l':' 19' 23' •3' ' /14 '+' r 1'76 i* 11.0 22.'6 1 , 6/4)4 13 /t 4n.. e 46 3/446 �'` la9s 4t,t, ,5r' it/751 t okc It 2a� 210 ®, g-) r ,t C 4' S 1 ti :� t 3� _ � r 22,9 g � �r� l ' i// w 2 4 M- 21.216 L(9Y___ t� ! • t.` 6 5 ilk g t 123ii S - 1465 1' 32/ b C F , 1r Z5' 4 6 1,9 9,9 / 9 tit e le¢ w' 4 ! ' Z q ' " Xi 2'3 AL e , g•v • 13,1 16,G 5 571 Mt 313 Z' `L�4 lr( -) K , z z ZZ wN Uo + I. 5 f 40 , ,g r l4 -) rI . ',,f fe , 1,0i. 44- 4.4- ¢, 4 A4' 36, I k 6 %z /6Y �nr, 4f 3,5' 1405' 19,5' S(Lc 157 , L : X16' ime lzi � y rZR5 6 ,2 10 LY 2 ft7 i ENGINEERS — NORTHWEST INC. P.S. 6869 WOODLAWN AVE. N.E. - SUITE 205 - SEATTLE, WA 98115 • (206)525.7560 • FAX # (208) 522-6898 • Joe No. Joe NAME �7 d f3a r' 1 ~ "b . e 15 /� DATE + SUBJECT i 1ra / P '" 1u�7 f hai;e 2 SHEET i t i �,� �OF BY 4444/ • "6l' M Z r `t Pe r-4-I avr e• F. � j 2643 N-- N Pe Phi • 4,311,k151 f ,06 �. i j % 1 , �q cr 1Gy1 • / j 1.l Ilk , g" e r '190f g0 e l goPeF DG ((�� , g e m / r .• 5.1 Irb ,. 191 r 7(4 707 (46,04) r 22,5 P2 r 410(6 /1 7), 707 6(e) r $' � 1,1 44 4 me 4 "wiou &L l3 --4' 4-s r^eq -,-- -- Ire' tie tu;1/v1 u 4 Tar, rrartk, -- Sear t • a t ii4,5)1 C,4 ` 11►6 rif / R r ti31, 5 t Or /71 # . 3320 * " 4xL ak Der P k t g , 104 `fib SL c 7,'3 If-s; eK -)- ,cow ;' v se 14 -6-,s 5 cI452 _ �r, tZ ok � h $5 irk era. Pds4 1 g % c 2l7 Ice 3 , ,4'l r• 1,, 9(711) 1 34a t 4/f /I / 3,4 Sof v 490 #" .i 1-' - 4 p 7 - 41-22 Gr j F -.0, had'. a'fi 6gisw th, 'Waif) — bGJw, fn €. Pk. Go4 r .....—:: /14c 3, ! 2 356) r 2go. 4f / ± 4:6 9,r7�'h a . ENGINEERS- NORTHWEST INC. P.S. 6869 W00DLAWN AVE, N. E. - SUITE 205 - SEATTLE, WA 98115 • (206)525.7560 • FAX # (208) 622 -8898 Joe No. JOB NAME ��g 8 4k DATE v f v 95 SUBJECT ' Colt' SHEET 2 �1 OF BY 2 k w+wh G .1 P r Go 2 +� 14 ° - ¢?,,e e.. 16.9 ' 0.44 a t ✓ d "fieN P I � • faz k W//: 45 5 e 4 a � tz,6 'F ',1 WO�f �CcsG Pa 6 l l i g • • t7 �4 - • • ENGINEERS—NORTHWEST INC. P.S. 6869 WOODLAWN AVE. N.E.- SUITE 205 - SEATTLE, WA 98115 - (206)525 -7560 - FAX # (206) 522.6698 Joe No. JOB NAME 59 deer DATE 11.- 26-q4 SUBJECT P e r a SHEET 3, 1 ,OF BY M441 4 e r► it Wind "13" �Ory g I v8C k r 16 /eIF er 4/7v61.-, e dean; t Y 630tql6.4) z 010/ 7 p Y- M . l44 er f iCq -3,5 (46 L c c ner, e z 2 ti 'tie"' ' f . Letter ; i () q•d 161 itt SKOw 2 • z. • • • ENGINEERS- NORTHWEST CONCRETE WALL DESIGN (version 3.0) Sheet 13,11 6869 Woodlawn Ave NE 1988 UBC 505 BAKER Seattle,Washington 98115 15:14 :57 04404944 TYP BRO WALL = p0 100 =____= x= =am=====_____ WALL DATA height (ft) thickness (in) added thickness (in) K factor parapet ht (ft) 16.00 5.50 0.00 1.00 1,50 MATERIAL DATA concrete (psi) rebar (psi) 3000 60000 LOADING DATA unfactored wind in (psf)= 16.5 out (ps()= 16.5 . seismic.., zone 3 press•(psf)= 15.5 import fact= 1.00 ledger LL(plf)= 545 DL (plf)= 325 ecc (in): 2.0 X LL w /seismic= 0 concentrated load LL(lbs)= 0 DL (1bs)= 0 ecc (in)= 0,0 X LL w /seismic= 0 strip width (in)= 0 concentric load LL(plf)= 0 DL (plf)= 0 X LL w /seismic= 0 horiz load pif (+ inward): 0 dist above floor(ft)= 0.0 REBAR DATA Vertical 04 at 16.0 in d= 2.37 Horizontal min in ^2 / ft 0.13 MOMENT AND DEFLECTION RESULTS + inward - outward Case Pu (kips) Mu (in -k) PhitMn (in-k) defl (in) Allow dell(in) Comments 1 0.9 7,4 19,45 0.04 1.28 case ok 2 0.9 -9.2 19.45 -0.05 1.28 case ok 3 0.9 -9.5 19,45 -0.05 1.20 case ok 4 1.4 6.0 20.23 0,03 1.28 case ok 5 1.4 -10.4 20.23 -0.06 1.28 case ok 6 1.0 -9.6 19,68 -0,05 1.28 case ok 7 2.3 -4.4 21.65 -0,02 .1,28 case ok LOAD CASES 1) .9DL + 1,3WL inward NOTE in cases 1), 2), 4), and 5) the 2) .9DL + 1.3WL outward LL used is 1/2 of the applied LL 3) .9DL + 1.43E0 4) 1.05DL + 1.28LL + 1.28WL inward 5) 1.05DL + 1.28LL + 1.28WL outward 6) 1.05DL + 1,2OLL + 1,4E0 7) 1.4DL + 1.7LL • ,.., ENGINEERS- NORTHWEST CONCRETE JAMB DESIGN (version 3.0) Sheet 3 ' S of 6869 Woodlawn Ave NE 1988 UDC 505 BAKER Seattle,Washington 98115 13:34;25 94404993 WALL AT 6LB pp 100 =eeeeee eaeaVsaee a = JAMB DATA height (ft) width (in) thickness (in) add thickness (in) K factor parapet ht (ft) 16.50 32.00 5.50 0.00 1.00 1.50 SPANDREL DATA thickness(in) offset (in. + outward) 5.50 0.00 OPENINGS LEFT width (ft) height (ft) RIGHT width (ft) height (ft) 0.0 0.0 0,0 0,0 MATERIAL DATA concrete (psi) rebar (psi) 3000 60000 LOADING DATA unfactored wind in (psi): 16.5 out (psf)= 16.5 seismic... zone 3 press (psf)= 15.5 import fact= 1.00 ledger LL(plf)= 0 DL (plf)= 0 ecc (in)= 0.0 X LL w /seismic= 0 concentrated load LL(lbs)= 14900 DL (lbs)= 9100 ecc (in)= 0.5 X LL w /seismic= 0 concentric load LL(plf)= 0 DL (plf)= 0 % LL w /seismic= 0 horiz load plf (+ inward): 0 dist above floor(ft)= 0.0 REBAR DATA Vertical 2 X15 d= 3.69 Horizontal min in "2 / ft 0.13 • MOMENT AND DEFLECTION RESULTS + inward - outward Case Pu (kips) Mu (in -k) PhitMn (in -k) deft (in) Allow defl(in) Comments 1 3.7 2.2 51.74 -0,00 1,32 case ok 2 3.7 -15.8 51.74 -0.11 1.32 case ok 3 3,7 -16,1 51.74 -0.11 1,32 case ok 4 7.9 -7,2 59.67 -0.05 1.32 case ok 5 7.9 -29.0 59,67 -0.40 1,32 case ok 6 4.3 -17,4 53.00 -0,11 1,32 case ok 7 15.2 -50,1 58.05 -0,36 1.32 case ok used interaction curve LOAD CASES 1) .9DL + 1.3WL inward NOTE in cases 1), 2), 4), and 5) the 2) ,9DL + 1.3WL outward LL used is 1/2 of the applied LL 3) .9DL + 1.43E0 4) 1.05DL + 1.28LL + 1.28WL inward 5) 1.05DL + 1.28LL + 1.2BWL outward 6) 1,05DL + 1,2BLL + 1.4E0 7) 1.481 + 1.7LL INTERACTION CURVE DATA • .7IPo .71Pbal .71Mbal .7$Mn 94,2 30,0 81.6 33.8 ENGINEERS - NORTHWEST CONCRETE JAMB DESIGN (version 3.0) Sheet 1 4 of 6869 Woodlawn Ave NE 1988 UDC 505 BAKER . Seattle,Washington 98115 15:18:09 fi 99i - BY 3.3X7 DOORS po 100 = ==e == MIL= 888888arssaeessaai000UUUNORIMUa JAMB DATA height (ft) width (in) thickness (in) add thickness (in) K factor parapet ht (ft) 16.00 16.00 5.50 0.00 1.00 1,50 SPANDREL DATA thickness(In) offset (in, + outward) 5.50 0.00 OPENINGS LEFT width (ft) height (ft) RIGHT width (ft) height (ft) 3.3 7.0 0.0 0.0 MATERIAL DATA concrete (psi) rebar (psi) 3000 60000 LOADING DATA unfactored wind in (psf)= 16.5 out (psf)= 16.5 seismic... zone 3 press (psf)= 28.1 import fact= 1.00 ledger LL(plf)= 545 DL (plf)= 325 ecc (in)= 2.0 X LL w /seismic= 0 concentrated load LL(lbs)= 0 DL (lbs)= 0 ecc (in)= 0.0 X LL w / seismic= 0 concentric load LL(plf)= 0 DL (plf)= 0 X LL w /seismic= 0 horiz load plf (+ inward): 0 dist above floor(ft): 0.0 REBAR DATA Vertical 1 14 d= 3,75 Horizontal min inA2 / ft 0.13 MOMENT AND DEFLECTION RESULTS + inward - outward Case Pu (kips) Mu (in-k) Phi$Mn (in-k) defl (in) Allow defl(in) Comments 1 2.0 16.6 34,47 0.09 1,28 case ok 2 2.0 -21,3 34.47 -0.13 1.28 case ok 3 2.0 -17.8 34.47 -0.10 1.28 case ok 4 3.1 13.6 37.28 0.08 1,28 case ok 5 3.1 -24.8 37.28 -0.28 1.28 case ok 6 2.3 -18.3 35.32 -0.10 1,28 case ok 7 5.1 -10.1 42.19 -0.05 1.28 case ok LOAD CASES 1) .9DL + 1.3WL inward NOTE in cases 1), 2), 4), and 5) the 2) .9DL + 1.3WL outward LL used is 1/2 of the applied LL 3) .9DL + 1.43E0 4) 1.05DL + 1,28LL + 1.28WL inward 5) 1.05DL + 1,28LL + 1.28WL outward 6) 1.05DL + 1,28LL + 1.4E0 7) 1,4DL + 1,7LL . r ENGINEERS- NORTHWEST CONCRETE JAMB DESIGN (version 3.0) Sheet lag of 6869 Woodlawn Ave NE 1988 UBC 505 BAKER Seattle,Washington 98115 13:03:35 44-- 29- 19.3.► JAMB a K-3A p0 100 =--- ___ - - -_ =aaaeem== JAMB DATA height (ft) width (in) thickness (in) add thickness (in) K factor parapet ht (ft) 16.50 24.00 8.00 0,00 1,00 1.00 SPANDREL DATA thickness(in) offset (in. + outward) 8,00 0.00 OPENINGS LEFT width (ft) height (ft) RIGHT width (ft) height (ft) 13.5 12.0 0.0 0.0 • MATERIAL DATA concrete (psi) rebar (psi) 3000 60000 LOADING DATA unfactored wind in (psf)= 16.5 out (psf)= 16.5 seismic... zone 3 press (psf)= 51.5 import fact= 1,00 ledger LL(plf)= 0 DL (plf1= 0 ecc (in)= 0.0 X LL w /seismic= 0 concentrated load LL(lbs): 17400 DL (lbs)= 12000 ecc (in): 3.0 X LL w /seismic= 0 concentric load LL(plf)= 0 DL (plf): 0 X LL w /seismic= 0 horiz load plf (+ inward): 0 dist above floor(ft)= 0.0 REBAR DATA Vertical 3 A5 d= 5.50 Horizontal min inA2 / ft 0.19 MOMENT AND DEFLECTION RESULTS + inward - outward Case Pu (kips) Hu (in -k) Phi1Mn (in -k) defl (in) Allow defl(in) Comments 1 7.9 13.7 148.72 0.00 1,32 case ok 2 7,9 -67.0 148.72 -0.41 1,32 case ok 3 7.9 -57,9 148.72 -0.29 1.32 case ok 4 14.8 -17.7 130,45 -0.05 1.32 case ok used interaction curve 5 14.8 -105,0 130,45 -0.66 1.32 case ok used interaction curve 6 9.2 -63,0 151.85 -0.29 1.32 case ok 7 27.1 -135.1 157,02 -0.49 1.32 case ok used interaction curve LOAD CASES 1) .9DL + 1.3WL inward NOTE in cases 1), 2), 4), and 5) the 2) .9DL + 1.3WL outward LLused is 1/2 of the applied LL 3) .9DL + 1,43E0 4) 1.05DL + 1.28LL + 1,28WL inward 5) 1.05DL + 1.28LL + 1,28WL outward 6) 1,0501 + 1,28LL + 1.4E0 7) 1.4DL + 1.7LL . INTERACTION CURVE DATA .71Po ,71Pba1 ,71Mbal .71Mn 137.1 39.7 184.4 98.5 • ENGINEERS— NORTHWEST INC. P.S. 6869 WOODLAWN AVE. N.E. - SUITE 205 - SEATTLE, WA 98115 - (206)525 -7560 • FAX # (206) 522.6698 a. 505 84ker .110 JOB No. /1 JOB NAME DATE I` 4/9 SUBJECT 6 , e Pea m ` SHEET ' OF BY A/14/11 0,2 A 26,g � 2, � �� s�� •' � Z,g 't )6,6 L 16,5 .t • Pt1 AR . E% f 'c! ee • F 4.4; r • p PG ,15 PAL 2,0t N et“ f,4(12) 1.,761,4) 4G, 4 k Carvefeudt'eat 4P. w tre1 ei Tot 4 /ate 005,51F1 sty) • g5 (,') m ;0 (5,5) # 4 k" H rw 1 111,1 Iti" Fch • 1 N 6 S� drG : 6\ffa £,z y) ° , $ () 99 " sr1LL i , ' A6e e etec ect I4.6 (►i #',z+ skeet) , r W't, ` ¢- 1 916,75)7eo . 1(6.7F) 61 (fro 4 • ENGINEERS— NORTHWEST INC. P.S. 6869 WOODLAWN AVE. N.E. - SUITE 205 - SEATTLE, WA 98115 • (206)525.7560 • FAX # (206) 522.6698 '5 6 eikor . 1 -did -9 JOB No. JOB NAME DATE SUBJECT /! Cr amf' P p 6 PAC 3A ' 110 SHEET / � F BY v 1-4-+' 1 3, ` r 51 ►3 4- k . _ N . ''',..7,„Vill I r v • a n -/- ' ii „ . 1 r e o $'� 6` g e 1 1 g s x t Q ►► r, e , ? (5'S)(3 4 56) 9 ¢ ' ¢ k . a/ � ji4. 1415t,1) Z gel 1 . a cg,5 k q ' 13 ° e 152,1 lc, r Yy G A.. ort x y , „ , t1 6 F0,5'1'60 ' r : 26 _5 a 5$, S , g r 5 l 2 e 45, 9 ` o ,,,gy cr 66 { 133( 537) ,V6 7b/� A^'- ' 00 1, 90 tP5e i3 a 6 . A i 0. 44 area vN�r7, hoe Av .1- 2 At 130 bw si ., - y 1002(012' ` 1 24 .. isi r :—� �° g 6 z r d¢ lN z \...—.. 6 o00 , ill f 261 r I33iH 7 I04. Ok 01/, 2,--4p5 6 gP, 45 t I, 24 ele • ENGINEERS- - NORTHWEST INC. P.S. 6869 WOODLAWN AVE. N.E.- SUITE 205 - SEATTLE, WA 98115 - (206)525-7560 • FAX # (206) 522 -6698 JOB No. I Joe NAME SUBJECT 05 ga r DATE . g L --14 L a,4�// ez SHEET 4 1 OF BY 444/V • 16)4n441/ : Zane / 91 VBG v 21e w -w ,1,37.5w { O cad La 4,4 4 ; FC wan • 5Y ,apt;.. " 2 -3 � � '13 gooF 'wo 5 I . 2 � d l► 5� INswt. z r ��5 � 10 4. t-,g" /s" oaf ( ) -1. 1 , 1 „ + 2, 4- n 41145 e >� ' Cirn , Piers : 2t ) o lryv)I )4 ,taw. t.ne, rt- L ail, t' 1 I wr/ft mie w vcC Z�06)GBI e �l4 44 if 5 " %ZOF� arPfi0nf 7,14 � /flier 2l� P sf P 6 Ct 44g) C ea 6 w aft t if , 41, • 145FU 2 (9) to peed ( Tanga( WINdW I b6( cl'uot Wal4 S Gone, - Ot- 3.dPif �lr v/t 5l4earwad(s on • 2,2 ^ ar i3 �i� ; 1,2 cant 'f' 2 "alnyvif. i, �" r ly wel 163rsf 4- thipti • 2,g _Gw k 0.5' ,, /s 12, 6P sf 1 7:5 2,5) • 124 , a 20 9,9 ll4, • , raf . . ENGINEERS— NORTHWEST INC. P.S. 6869 WOODLAWN AVE. N.E.- SUITE 205 ....SEATTLE, WA 98115 - (206) 525.7560 • FAX # (206) 522.6698 . Q' Q' A JOB No. J013 NAME , p c0 5 Feaeer DATE t - r ! 4 " SUDJECT ter$wr?G, &)W C'4 rVr'U2° a44"11 :T OM 0 il t / . 95.2 _ �_.__...__.. _.___. �. 8M __....._. .1 22 t(" lore _._.�. pti4 se 2 4.3 gib. 1 4,1 k. o _ _ __.____ _ _ _. -r: -. -s+- -+s+ rift.* •.... a : metes C © �4ev li 1 5,230 ii I 3 4 k I: 1 .. „t li k II II to 1 ,erc 5$ II 11 • , ,� 4 • �I 1 i I J ' ��.. I \___ ■ \ i , 46 K r . 4°f, 1, 44"_____,, 18 ' P 0 iw e 15,230 20) c -305 0 '✓o f - + 96/6 y 2 0 &V i w att ` + I' C l44g)' 26k o f +' 11(116 r 1V se, . 1 ” z 4-6-'0" 411 V z CP C.) w ` fi 4$° ` 15 rov4 ÷ 16(69i) = F9 k i(4.411 .4tim, 1 + 1zit44g) ° L V P /s /f NORTH + 73 _ 6 4fr.ef.ei X40 `` V 34' . . ENGINEERS— NORTHWEST INC. P.S. 6869 W00DLAWN AVE, N, E. - SUITE 205 - SEATTLE, WA 98115 - (206) 525.7560 - FAX # (206) 622 - 6698 ., q Q Q A 0 • Fa/ker V (V- /4 Joe No. JOB NAME P n DATE SUBJECT ')441/ - 3 W _w wvly� acce� SHEET �• ,� BY „�or �� /V`V v 0 0 • # / 954 011 )6W) 8 5.8 ..... .1.22 viure_ C1 ") .$ka ph* r Se 2 24 © 1.9, 240 I' 15230 II 4 • II A 11 ll t __. I d r; nn ri L�k lI '1 I V I k +o+, , 44 t-, ag_ .._... __ qxr. 0 TIN r 419.. V•'Tr . 0 (z 1,v ° l 9, 24e'20) c fck reef. 4 . le? ig(612) C t44m 0 6041 i " z 40 + '3t 14.44) r 43 k 4 refs + 1 _ 4,004 40c,m► I 606 w V r SA PJ ORTH ;, . . . ENGINEERS— NORTHWEST INC. P.S. _ 6869 W00DLAWN AVE. N.E. - SUITE 205 - SEATTLE, WA 98115 • (206)525.7560 • FAX # (208) 522.8698 r JOB No. JOB NAME 561 6etk r .. DATE T✓1? 14 SUBJECT 4e1CM'ie f N [w/e .Fv4 eat 1n' ] SHEET 4t 4,or BY •` D G 95.2 ' �, -- __ �5.8 _ ______.._.122 rfriare Ouse 2 t i I 4 2��of� . V A / _ 1 ...-_- — —" - a -s" •sw- tom" _= _a!- H er .91 II 1 I 1 _ 5, k I �g 1 .. � r.::;r qtr I GIB. tZA ,Ii II I (5930 I ' a rt., k �K II _._ .1 �1 --- _ _ _ — �-.� () II 3$k �9 `;. 1 6785 I +�b4 _ _ �p I .. ' f 2,5 6. cam:ins 2 k ' Q aa. ..�._ 199) I • ¢ l3 k ‘' 5 frt. (19 9raf) 1- 4yp• a £W & l» 0(2�) c 319 roof. -r- 7609e e Gf k ,14pm.,,c.�, l 1 11 (144g. r 11 1.E K tome plvrs, 0 • I . + gt (! 50 : 19 GvAG/ en Q 111 4-00,1 4' V r 5 20 iitt, e 6 79'6(71) e 136 k r oaf • l' ruse 1 + 2(16 (�z24) a 37 16 1 w.c615 (�7 NORTH -I- 2(G 1448 < IVG pleo . l 9 hh V r 26 k a • } ENGINEERS— NORTHWEST INC. P.S. 6869 WOODLAWN AVE. N.E.- SUITE 205 - SEATTLE, WA 98115 • (206)525.7560 • FAX # (206) 522.6898 f 50.c 6 a(cer .. gqq - • JOB No. [ JOB NAME DATE SUBJECT • 7e /90416 J N") 5i E w / PU1(H' a. 1 i 7 SHEET , OF • JJJ BY J'` /lam/ l/ 0 © '303 0A a / - 95. — _ _.____..__._._g�'g _. _ __ _ . .. ____.... .12 rvf Lq Ph* to 2 _ r ef II e0 /sf, i II tt/a a,(w"'d ,-0', 1 tv•Th 41 26610 1 I I,. II II I� Il I 11 I b 63,, k 2� �` 30,5" I L" l9" I I 5", 63'` 4. (3 • I h.3 ¢--- 4 19.9,3 o �"' 4 H / 6 7 65 4-01-, 2 r- •awl /' • . ti. 1, 44' TO. ' 1 . . 15 f fof. • -I ye , 0 � filr 246TeY20) r x S /oaf + '(ego) c 1g14 4P , . + 12 (1441 r 17 I ± I$ 042 r 41 (4441 N ���„ 62a 4/'e g6, W (9014 V 26k © LV, t giV12 c 11 leaf NORTH * 206,Igo r P Oft w.,yq, 1 Z5 r V."4"' i . . • . ,. ENG I NEERS — NORTHWEST INC. P.S. ..-, 6869 WOODLAWN AVE, N.E. - SUITE 205 - SEATTLE, WA 98115 • (206)525-7560 • FAX # (206) 522-6698 ) JOB No. JOB NAME q . 40 q 641/ker DATE g 44 ' SUBJECT 4..Det/"./5 4-0 I, (1,1-1-4/1 r ,. ref 0107 47 SHEET Ara_OF BY *WV 14 9c, z it . 0 D.71 1 S5.8 . ... 1 2 . ,_ r4'................_ 0 1 pim se z . 1 Z5 T 0 . ......._ .,...____ . 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N.E.- SUITE 205 - SEATTLE, WA 98115 • (206)525.7560 • FAX # (206) 522-6698 CO %? BQI 9 4 JOB No. �±� ►'T• JOB NAME / r _ f iA DATE A SUBJECT • 1 •'aear - II a 6466 0 SHEET 4.A1 ,,O!! BY 4444/ eg Ivo v wall e K + 34 z 11,9k P • ri° 19 �d2L l; 1 9 41 cx5L • 0 • - Vy 1n4-0 D ep r • 41-- vs 1,4-0 Appro. n V 1/.0 S t /6 . :: 5 k 2 , 15� �is z t , 03 1, . 7 1, 419 GOO go►� �- of• 1 g s wan 1/ r 5 � 4s'r, 15,V(1.9 c GI&2 1c ' b aye s • v.: /44P, l t 1-4_1921.— 4 , lilt 4-e lel, qt4 e ,e )Go C or 115e lb "i • o f �r�t9 /�, dray rebar ; 1 71 e 1194 ;•. 7 -41 5 (tf 4- - * . ENGINEERS— NORTHWEST INC. P.S. 6869 WOODLAWN AVE. N.E. - SUITE 205 - SEATTLE, WA 98115 - (206)525.7560 - FAX # (206) 522 -6698 JOB No. JOB NAME /A ' " i AkPr _ DATE ' (, d � / -! SUBJECT t / Zl/U/rt�/1 (wore(' ea46) (XTIa SHEET 4r/ OF, BY 444/ 1. 9 R21)1. 6D (6D e GO► /Gk Cfrs% f GB 1 1 41 + ✓ Weld r t,vI (4/, At 0 k 1.7,S0910r 00+6 ; for 12."4(4),10 Q. ev/''i'z'il,40 of fit, r ;44/4 .444 144( 1 / 3610 1. /, tg &� '4e t'2,"01, 61A) Ur 11114x; V A6,, 6 t oo(ico) z 05 cca s 4`6e. (on,' evi't - din) / eb206))/2 r i t7 /on it g e 12" aw .. P ' e6 46 4` ,1, w: '1'014 44* 1 ) /2'1(1161 1Y4 1, 4 1 ; � 2 �e r 6D0 �� f24 64( o) e q�: ,+4u r 1 eon, Me ; l �! w , 61'1 & 1 7.22 , t 4S si G add ®E6 to 110 D I go z Rilet G ti n2 ' b r Ca" a la �-� V. d � eat , Ora , '' 61, As = 2,12ht T OS/ 1)60 ' �a ,•Puy 163` � t56 ,4 D>± f ).7E,L P l�'-r 41 ,q l' 2� k ' l� M (1-»-9 r 16q k ' " � 4 OK ENGINEERS— NORTHWEST INC. P.S. 6869 WOODLAWN AVE. ME.- SUITE 205 - SEATTLE, WA 98115 • (206)525 -7560 • FAX # (206) 622.6696 5'O5 f3 wker g- -19.14 JOB No. JOB NAME DATE SUBJECT 1 084~4 (war4 Eat& eje SHHET � O BY /-71 tibZ 6 2L ,} 69 �6 D se/4 it tri I tr:. 114 III r dr.' 0 � {t'" F 6g _ VI x �� � 6 -1-0" c 2 Ives) c fo oHc 01,4' lei z . 6� e t i62 /f'1;564 9,s(i) 0,901) r l p • & e .'9-,t3& / 2e . 4.11 . 1 4 1 ENGINEERS—NORTHWEST INC. P.S. 3,16 ' -4: /41 ___ iz` / 9, I ?,5 i2, . 5.e -- I � 12 / VI,2 I i I Z 62,2 h (d- bsf-. • V t Y �`- u ti, 4��2,2� SI It LW r ; M 1,¢(22,2)63,1-5) 47 ` 5 2 5 g1 f ; dk b e 1-S" ate 13 ka r 6 A- $ t L, 5 Ih Y3) r 2 Ol'In Z 7'�F 4-eQ� r 5 -? 2°� ' / 464-1 % IV " 20,2 -I' 5 f 9,g'2, 1 ?J3 r 9L1 Vac tv,1 1 tv4¢ / , 2 , 53 Guw r 136 _ , 3 2 ?, {C�� 2.53 . Ill Aga` J(2,53)211,1 c 7e ;k' 6PIZ b r 36 dt 11' " 4 kck r g'I ` Asa 43(.?3) 1 / 3 • 4 imitaryn/7 0 , 4-1 In ypr, oi 21 ►7I 04 =(2,53 -021,7 r 24 12 ` ' . ENGINEERS — NORTHWEST INC. P.S. 6869 WOODLAWN AVE. N.E. - SUITE 205 - SEATTLE, WA 98115 - (206)525-7560 • FAX # (206) 522.6698 �� Joe No JOB NAME DATE r06 • Va r ��ZG 41k .. N SUBJECT i5 4/tea/watt (pi/0r - GNaG) 47-1 a SHEET 411 ` OF BY //j Aft Pia e gtkear• . . . 51 gb � x 3 p ;� , ,, V � ` �5 48y ' Z�g6ab 8 tab Fr i e4i,n ,�.� N , 3 r k • 4e1 , i' � r �� � H 1 F � 3 r 30 , 04" �'`d�o A9-1 . -,4 "A" 1 a' r3(4) e l09 `ir • . Ts . 0 6 iga4 f eF ou 4 1 !j'' . 7-9 d-ef- lea) ties . „ .1.45, ;e, 1 N 1/��14La ,, .5 06 n / Nods, ' A 4 % 4/6, G Si (6)(t, 4') t 4-15 w 2- 1' 5 ;re, j oiebli. t r q" g c .?130t1 kto G 2 if fy% Ok . , A,- Cui- r ehrt5 -- ' "A" 2 3 , Tv c 64i.0 c 61 79 G , r4 ,„ 0 .4 .,- L (y.9) t 46' J' , i 6 (S 9-46 • i r i . • ENGINEERS — NORTHWEST INC. P.S. 6869 WOODLAWN AVE. N.E,- SUITE 205 - SEATTLE, WA 98115 - (206)525.7560 • FAX # (206) 522.8898 ) . Q JOB No. JOB NAME `7"�/ 7 114w' DATE " x -1 1 ✓ 14 SUBJECT_ 1 q S t ..(, WOtar la't SHEET 4 3 OF (� / BY, , 2�J � 9 159G i � b� Mar. 519 io' * 4 - 4 15 "� ft $4se sIa'r i i, wov14 Adai, r ' r $ alb. ,Gb5�,IF) 1 72aff \._ . 4,-- . 4— 5 V; 4 r --4 rCrei24 X1,33 g ... 2!. " Zti, I , 116 °,ir O P t 1 6 6 t , (5) r 24" 6 „no . 1 2 Z k�F leo(' to) r _______10 ; , 3 w r 5 AsZ 2,2C"� Z v g,�t ( �a to 2, e 24 14 P 1 '7). ) `t; N 4.4 „- 1 M X40 t' 44 L 4gl + 4 r G 19 IC , dfr ~ � w b r t t 4 �b 4,°� le 21,3 _ I s 164,0 14 ” , : 2,37- ksp •dk, 2t,e � A X 04 .. _ .-_—J 1 rib at) oot c 'r 6s 22,5 r 14, 2 't • 1 ref, Gw Y G /1,1 �s�, r C � e, 2 P t /. 9 , 7 r 9 Al (4- G 1 s # 5 Genf, M / t, , 5 . Mu r t.4 ()(5) . 26 q , A3s,ro�► iti ; ea ' 2G6 Z 19 k Al r /I t e6oi ` . 36,„ i 2 '5 5 ✓!a 6 shear 14' bv„,pd Vw c i,4 I r $qt. k # 3e 0"S s e r,.- r /6, k VG t 5.0 )!t c 93,5' C - 2- 1- 11 6 0 " 44o4-etv '' r 11E ; a , �6Gj 21 G3G VI",f r ► 50 16 1 / 1;S:!' 'Z2 � �'K t i wvi4 t 1 06)14 I g 5 2 t4 1: "{ + Gt2(19(, t V 4r, k : -'` 1D , 1 1;(06 V fel-, 0 �� 4' GO c 61 • , 5 , 2211- #aso6. \ 744 b ,— _ h4ti��7 c+' , /J2 � 6.5 — ' 4- 22,1'k “iwafl r Z0 t 6 4-d +, 4e1: , ,. 5 la ; EGGr )3S Epsil . ; f 6sLl9sZ 1,5 @ --1.0 - 4%1c4-un Wcf,. 21K ethi t. /td ; 3 ?;5 ? 2 k 4-1t- 4.01. Ok 26 • 38, k Dt--e 4ei4,ti /c ; Mr .3 .r so 2.2 ! , �o c �v' + 454 k' c 46 r ;.. 4af• Ok Pr GD � K 4. 4-i211 ie c 1 , 1-h4a,e.c itco7) c 1,71 4 ov, die . x'(15',65 I ENGINEERS—NORTHWEST INC. P.S. 6869 WOODLAWN AVE. N. E. - SUITE 205 - SEATTLE, WA 98115 - (206)525.7560 - FAX # (206) 522 -6698 JOB No. !! JOB NAME C° � \ �' �`'v' DATE r �� SUBJECTIO `7�Y04 "" �vvs • (w0/41 C4/seJ SHEET 4. OR BY �� ! 2 " / iG1' . -) " S6avw,eu ' 6 l i n i ryi C 4, 5o0(si 1 f 4-Th 1, 4 4e/s ; Al s e is, ti t Z5(22,7) z 420 }c Pr. l0 -f' 2 k g -r 20 4- 5 r 451 (Ha 4404 " /, 6 k' fre+ 4, -6g • ti M c l , 4( 42w) z 596 k ' eott,6'44 63 ., 664 Pa 0, t , 4-05) r 63'1 skeci ; 1 2(t g) ! z(6s1) • 077 -, ,719 $sd rsl ' . , .fps wool.4 taco -tv sydk � P r 8 2C4.5 k��� 900 16‘; a� ll �'q" Wok b64;1,-, a s "Civaewul t OteiroGsy f ; no i o an c14 , /"G9 , � oa v a l 4.& 2, r. 53 k ¢Oao Z6 ffi VG L 2 C6g), 1 26 r �03 oIC� !M .00z9"(t2)l2 a /,6/n r 1glov7 &,F, # 4e G2" er or # fi e Gg" r Ili' Mu 4 C16 140 l 2' a to 4,37 As- 2,D1 4 - *W h L444 Ga E n ( M ENGINEERS—NORTHWEST INC. P.S. 6869 WOODLAWN AVE, N.E. - SUITE 205 - SEATTLE, WA 98115 - (206)525 -7560 - FAX # (206) 522-6698 5'0 5 Bavkcr t - l °� JOB NO, JOB / NAME DATE SUBJECT (' ��ori wai (woi'44- ca SHEET 4116 OF BY, /1/1441 DL T � i,U' leg 1 °IvinR s .i '2 17) t 13,9 44 t 1, 4 fl-,10,11)÷ c2,00,20 21,Z 0.2C)) /I 6 2 Z Dl. L 24-g k 1, N ( ,4' 6 6a o tc L 4,; t l � 'w t 26 A-s r 4, a Z i x 52,0 — -- - - -- -_ '3' ~ ifP L 9e'# t, or 6 - fig, 13,E V e 1, 46 7,, g 4 52 - 21, % 6g ( �✓GYa� d/ir : [4v5(60)• gS v r 2 . j1' ,ve /�j th ' .14 V(7 1p4- b j Or3,26)2 L �[' 1( V 2 144 luwt z C2)(164 32,x' f ' �t -1.(6-04 2 � b z L4" at 14" kc'g3 t 15 2 M L 1 7 D --4 , 3; iM% 12 " w T � - rap; ,Gri G, A-0126)- 4-, 54 4 r /33/„ x /1414, a ZC(o,5) Z 4,56 L /6 ,' Fie] LW ''a ad , r Gt 17 " !'e-t.G ° �(� I •1, i ENGINEERS—NORTHWEST INC. P.S. 6869 WOODLAWN AVE. N.E. - SUITE 205 - SEATTLE, WA 98115 • (2061525.7560 • FAX # (206) 622.8698 f , ) r r0 5 - 13 eaw �- G� -1 4 JOB No. JOB NAME DATE SUBJECT . 4 w4` 5 ' l wail G SHEET 4.17 OF BY / 4t 16 + f 3 p 4-4' Irk' �, ft sell' A-t €n ): BC4 � � yV wA14 i I glib I �'I 5 w�• is -e 7g' 4 /tl e 15 Iti s' /.110/40 PV Uwe e 0707)/ 9.2 k Uf8 1,1K , �. 5;141, UrooF t. 1 3 K 'er r1 1411 (M `,y v.1-4 -. ` 2 ti tt tri - \ter , Yi1 1 3 I Crs $ Pier er y rte .._ 2 K ...or__ q �, / Nor, t 1 4 k , geis , tr .. 1 c Ct r T , 4 ; tuu c 114-(115°) G 2, I fa 1'ao41 : I` 4-X 14. 6 - 1-6" (4 : (4�) Z 2, 14 l O J ' 64 41 d%(Z' s -30 Go4i Z le S t ` eon6, M' , 42/ :' ';, -P 16,5' soli , v46 -0 it g Lw p;p z 1 % 1Q DLL 19 ` PL 2 +1- +5 t21 ° 4 (no cvlaw) 44r 146 f (2 -Ix3) c ' 1 49 k ' 6 c 2),1/1,' 2e' c1.,7•' • 1, ,04,4, e 2,4'/c ©k MU'S14T, t 141 ('7 . ) '' '396 kit Pear, ; 2, e 203 IS r vac, 13°x-, Ste i, 6° r�. r. +6,110 'tom 417.3 r . ' 4 , 21,6 Ai _ ( le' As . I, 29 (i, q MIME h. 41" ` 14.72/4Z 4 o'' t o.' u4 C1.-ii 5 1,14/ Bon "' 4/ 5.6 $,2 or 546 ENGINEERS-NORTHWEST INC. P.S. 6869 WOODLAWN AVE. N.E.- SUITE 205 - SEATTLE, WA 98115 - (206)525.7560 • FAX # (206) 522-6898 FOC 0 JOB NO JOB NAME DATE 440/ Woll 2•Yiee Weert SHEET /1 4 4 4T SUBJECT BY / I ilk' 146 Geoet) n re/ ei` 4 14 14400 .17 4of 0-0 r4-.414 1,5 1, 5 4---- ' k 4 et5. P 4 2 i fn") 44 e t 4+ g tz? c 2.23 &ovfe P 6 10' //61 / e2 1;6 ierf ak 44E 11 ..119 1304 , 401 Ala 4 'n,4 16 / 1 1,4ehis 2 ((k0 41" 4 111Ft:i 411.1111=1 ctl 415 OCe -ft 1 - 14 ) 7,4t2 q ' q05 P�aker q AA 4 2 6 67)( /� -2/;11 e POOO1Lesesessaseee_ seseesesssse eeeseswewse:esee:_eessmissasiseesa `+....1(NEERS NORTHWEST INC. SPREAD FOOTING DESIGN ., 6869 WOODLAWN AVE. N.E. V e r s i o n 2.0 1992 5'.I SEATTLE VA 98115 ' Project Hale : Typical footing design . BHEET No •I- Run description: DO NOT INCLUDE F10 W. 04-14-1992 e e e-e--=--- e_POOD11as eeetswwesseeeseeeeas weeeetttwsewesaseeetwrweeeeeetw tw CONCRETE FPc (KSI).. 2.50 019T. FROM ROT OF FOOTIN9 TO co or RE1AR..(IN).. 4.23 STEEL Fy (KS1)..60.00 COLUMN DIMENSION -X AXIS- (IN).. 9.0 ALLOWABLE SOIL PRESSURE (KSF).. 2.0 COLUMN DIMENSION -Y AXIS- (1N).. 9.0 • ULTIMATE FACTOR 1.6 MIN REBAR SIZE (1).: 4 111N REBAR SPACING (IN).. 8.0 MAX REBAR SIZE (1)..18 tt FOOTING SCHEDULE t4 FOOTING ALL. LOAD DEPTH REINF. -X- REINF. -Y- REfNF. -X- REINF. -Y- MARK (kips) (in) (in 4 2) (1,02) (' ) ( ) ( ) ( ) ( ) ( ) ' (-- - .,- - -) F 2.0 8.0 11.0 0.48 0.48 21 5 21 5 F 2.5 12.5 11.0 . 0.59 0.59 31 4 31 4 F 3.0 18.0 11.0 0.71 0.71 31 5 31 5 ' F 3,5 24.5 11.0 0.83 ' 0.83 31 5 31 5 F 4.0 32.0 11.0 0,95 0.95 51 4 51 4 F 4.5 40.5 11.0 1.01 1.01 61 4 61 4 F 5.0 50.0 12.0 1.30 1.30 51 5 51 5 F 5.5 60.5 13.0 • 1.54 1.54 51 5 51 5 F 6.0 72.0 14.0 1.81 1,81 61 5 61 5 C. `' F 6.5 84.5 15.0 2.11 2.11 71 5 71 5 `' F 7.0 98.0 16.0 2.42 2.42 80 5 81 5 J F 7.5 112.5 11.0 2.75 2.75 91 5 91 5 F 0.0 128.0 18.0 3.11 3.11 11 5 11 5 F 8.5 144.5 19.0 3.49 3.49 21 5 21 5 F 9.0 162,0 20.0 3.09 3.89 90 6 91 6 F 9.5 180.5 21.0 4.31 4.31 01 6 01 6 F10.0 200.0 22.0 4.75 4.75 11 6 11 6 F10.5 220.5 23.0 5.22 5.22 21 6 21 6 F11.0 242.0 24.0 5.70 5.10 31 6 31 6 111.5 264.5 25.0 6.21 6.21 51 6 S1 6 F12.0 288.0 26.0 6.74 6.74 61 6 61 6 F11.5 312.5 21.0 7.29 „ 7.29. 11 6 71 6 F13.0 338.0 28.0 7.86 1.86 81 6 81 6 113.5 364.5 29.0 8.46 8.46 51 1, 51 1 F14.0 ' 392.0 30.0 9.01 9.01 61 1 61 7 F14.5 420.5 31.0 9.71 9.11 10 7 71 7 F15.0 450.0 32.0 10.37 10.37 81 7 81 7 F15,5 480.5 33.0 11.05 11.05 91 1 91 7 116.0 512,0 35.0 12.10 12.10 211 7 211 7 F16.5 544.5 36.0 12.83 12.83 221 7 221 7 F17.0 578.0 37.0 13.59 13.59 231 7 231 7 F17,5 612.5 38.0 14.36 14.36 241 7 240 7 F18.0 648.0 39.0 15.16 15.16 261 7 261 7 , ENGINEERS- NORTHWEST INC. P.S. 6869 WOODLAWN AVE. N.E. • SUITE 205 • SEATTLE, WA 98115 - (206)525.7560 • FAX # (206) 622-6698 JOB No. JOB NAME 0 ✓ DATE v ` �� SUBJECT A/ 4/14 err SHEET ;'A 2 OF BY /V et 2 te ,.... � pt. 1 4� : 29".'ir i l';.. D w DI, "1 t reef .� %_ Q 's ro• f b ',�`°� r _ k t K___Ii.... 4 't 1 4, P " 1 4 P Q 9 1. K I 4 11_____ a_ . _ ._____I, . ........ 4 ....-- F$K 1131112111 "t �,-, 3 1,s' c , n ci. , I6.9' ' 33 k , F4j t 4ezewie r . \haft, ' ' 42"` ` 4 roof' {e e �. eis .t. gD6, inns) r 1i Pte F3"` 47:4 . Adr, r 14,5(0) 9(ti) c 792 iv c 396 Ir ' e4 . een is - D,4 eis.: P r 5a '` et e C 9.9' 44 e 3 w' 4 g 23,6 ,,A z, a ____ r 4 23,�i W1 L`th, te' ` 4,24 - r 1,5'9 1 2,00137) F.i ' d FILE COPY ' • SECTION B PROJECT SUMMARY 505 BAKER BOULEVARD Compact 37 Handicap 5 Loading Zone 3 Total Provided 135 Section B - Page 1 SECTION D SUPPLEMENTARY GENERAL CONDITIONS A. EFFECT OF THESE CONDITIONS The provisions contained in these Supplementary General Conditions modify the General Conditions of the Contract for Construction, AIA Document A201, Fourteenth Edition, dated 1987, to the extent specified herein. All other portions of the General Conditions remain unmodified and in full effect, unless modified elsewhere in the Specifications, Owner - Contractor agreements Supplemental General Conditions or other conditions of the Contract. In the event of conflict, the Owner's Contract agreements will govern. B. MODIFICATIONS TO VARIOUS ARTICLES OF THE GENERAL CONDITIONS ARTICLE 1 - CONTRACT DOCUMENTS: 1.2 EXECUTION, CORRELATION, AND INTENT: Add the following to the end of subparagraph 1.2.2 - Later claims for extra compensation for labor, materials, and equipment which could have been foreseen shall not be recognized. In the event of conflicts, the more restrictive will be bid and will govern the work. Add the following subparagraph to 1.2: g 1.2.6 If any error, discrepancy or variances are found in the Documents, the Contractor shall notify the Architect before beginning the work involved. ARTICLE 3 - CONTRACTOR 3.3 SUPERVISION AND CONSTRUCTION PROCEDURES add the following subparagraphs to 3.3: 3.3.5 Contractor acknowledges the importance of accurate layout work. As required by the Architect, he shall maintain in his employ a competent, qualified and experienced engineer to perform layout work. He further shall establish and maintain several "base lines" through project for control and reference. See Section 01050 - Field Engineering. 3.3.6 Where trade names appear in the Specifications they are used to indicate standards of quality. However, this is intended to be an open specification (except as otherwise designated), accessible to any reputable manufacturer whose product, in Architect's opinion, is equal to that named or described and meets requirements of Contract Documents. See Section 01090 - Reference Standards. Section D -Page 1 3.7.1 Line 2: Change "Contractor" to "Owner" will pay for building permit, all other permits and governmental fees, licenses and inspections. See Section 01005 - Administrative Provisions. 3.9 SUPERINTENDENT add the following subparagraph to 3.9: 3.9.2 Contractor's superintendent shall devote his full time to this project and shall maintain his office on the Work site unless otherwise allowed by the Owner. He shall direct, coordinate and supervise all work under this Contract and shall inspect all materials delivered to project. He shall ascertain whether or not they comply with Contract requirements and shall reject all non- conforming materials. He shall have all non- conforming materials removed immediately from the Work site. 3.10 CONTRACTOR'S CONSTRUCTION SCHEDULES add the following ' subparagraph to 3.10: 3.10.4 See Section 01310 - Progress Schedules. 3.12 SHOP DRAWINGS, PRODUCT DATA AND SAMPLES add the following subparagraph to 3.12: 3.12.12 See Section 01340 - Shop Drawings, Product Data, and Samples, and Section 01630 - Product Options and Substitutions. 3.12.13 Nothing in the Architect's review of Shop Drawings and samples shall be construed as authorizing additional work or increased cost to the Owner. 3.12.14 Within reasonable time after award of the Contract, the Contractor shall provide the Architect with a submittal schedule of the dates that each Shop Drawing or sample will be submitted for review. The sequence of the Contractor's submittals shall permit an orderly review by the Architect and his consultants, and the schedule shall allow reasonable added time according to the number and complexity of drawings in each submittal and for the checking, correction and rechecking of corrections, as well as for return of previously reviewed or rejected Shop Drawings and samples to the Contractor and, in turn, to any subcontractor. 3.15 CLEANING UP add the following to 3.15.1: 3.15.3 See Section 01710 - Final Cleaning. Section D -Page 2 Section D -Page 3 ARTICLE 9 - PAYMENT AND COMPLETION 9.3 APPLICATIONS FOR PAYMENTS add the following to the end of subparagraph 9.3.1: See Section 01027 - APPLICATIONS FOR PAYMENT. 9.8 SUBSTANTIAL COMPLETION add the following subparagraphs to 9.8: 9.8.4 See Sections 01701 - CONTRACT CLOSEOUT PROCEDURES and Section 01730 - OPERATION AND MAINTENANCE DATA. ARTICLE 10 - PROTECTION OF PERSONS AND PROPERTY 10.1 SAFETY OF ALL PERSONS AND PROPERTY: Add the following ' • Automobile Liability: Personal Injury $1,000,000 per person Property Damage $ pe occurrence . B. PROPERTY INSURANCE 1. The Contractor shall carry Builders Risk Insurance (Fire and Extended Coverage) on a 100% Completed Value basis for the insurance portion of such work for the benefit of the Owner, the Prime Contractor, and all subcontractors. A $1,000 deductible maximum may be applied per insured loss. 2. The Contractor shall effect and maintain a standard fire insurance contract with the extended coverage endorsement attached plus the vandalism and malicious endorsement attached plus the structure on which the work of this contract is to be done, to one hundred percent of the insurable value thereof, including items of labor and materials connected therewith, whether in or adjacent to the structure insured, materials in place or to be used as part of the permanent construction including surplus materials, shanties, protective fences, bridges, or temporary structures, miscellaneous materials, and supplies incident to the work, and such scaffolding, stagings, towers, forms, and equipment as are not owned or rented by the Contractor, the cost of which is included in the cost of the work. 3. This insurance does not cover any tools owned by the mechanics, any tools, equipment, scaffolding, stagings, towers, and forms owned or rented by rented Contractor, the capital value of which is not included in the cost of the work, Section D -Page 5 • or structures erected for housing the workmen. The loss, if any, is to be made adjustable with and payable to the Owner, as Trustee, for whom it may concern, except in such cases as may require payments of all or a proportion of said insurance to be made to a mortgagee as his interest may appear. or structures erected for housing the workmen. The loss, if any, is to be made adjustable with and payable to the Owner, as Trustee, for whom it may concern, except in such cases as may require payments of all or a proportion of said insurance to be made to a mortgagee as his interest may appear. 4. The Contractor, on his written request, shall be named jointly with the Owner, in all policies. C. DAMAGES The Contractor shall indemnify and hold harmless the Owner, Engineers, and Architects from any and all damages and claims that may arise by reason on any negligence on the part of the Contractor, his agents, employees, or subcontractors in the performance of this Contract. Evidence of this agreement shall be provided by the Contractor with Insurance Submittals. In case any action is brought therefore against the Owner, Architect, or Engineers, or any of their agents or employees, the Contractor shall assume full responsibility for the defense thereof, and upon his failure to do so on proper notice, the Owner, Architect, and Engineers reserve the right to defend such action and to charge all costs thereof to the Contractor. The Contractor shall take all precautions necessary to protect the public against injury. D. LOSS OF USE INSURANCE The Owner, at his option, may purchase and maintain such insurance as will insure him against loss of use of his property due to fire or other hazards. 11.4 PERFORMANCE BOND AND PAYMENT BOND add the following subparagraph to 11.4: Contractor will provide cost of Performance Bond in Bid. 11.4.3 If required by the Owner in the Owner /Contractor agreements or conditions of the contract, the Contractor shall furnish a performance bond in an amount equal to 100% of the contract sum as security for the faithful performance of this contract and also labor and material payment bond in an amount not less than 100% of the contract sum as security for payment of all persons performing labor on the project under this contract and furnishing materials in connection with this contract. Form of instruments shall be AIA A -311, Performance Bond and Labor and Material Payment Bond, latest edition; or other type of forms as may be required by the Owner. Bond shall be furnished through an agent domiciled and legally authorized to do business in the State of Washington and delivered to the Owner not later than the date of execution of the contract. Surety company shall be one acceptable to the Owner. END OF SECTION Section D -Page 6 i A. Limit use of premises for Work, storage and for construction operations, except to allow for Work by Owner's Contractors or agencies and other involved public utilities. B. Limit access to site from public use and other non - involved entities. C. Coordinate use of premises under direction of Owner. • 1.07 OWNER USE OF PREMISES A. Owner may use premises during various stages of construction, for the conduct of his normal operations or for installation of his own work. • 01005 - page 2 C. Coordinate space requirements and installation of mechanical and electrical work. Follow routing shown for pipes, ducts, and conduits, as closely as practicable. Utilize spaces efficiently to maximize accessibility for other installations, for maintenance, and for repairs. D. In finished areas, except as otherwise shown, conceal pipes, ducts, and wiring in the construction. Coordinate locations of fixtures and outlets with finish elements. E. Execute cutting and patching to integrate elements of Work, uncover ill- timed, defective, and non - conforming work, provide openings for penetrations of existing surfaces, and provide samples for testing. Seal penetrations through floors, landings, walls, and ceilings. 01005 - page 3 } } 01005 page :4 • SECTION 01021 CASH ALLOWANCES PART 1 - GENERAL 1.01 REQUIREMENTS INCLUDED • A. Schedule of monetary amounts of allowances in Contract Sum for purchase and installation of designated products. B. Costs included in Allowances. C. Contractor Costs included in Contract sum. D. Contractor responsibilities: Procedures for administration of Allowances. 1.02 RELATED REQUIREMENTS A. AIA Document A201 - General Conditions: Articles as applicable to the work specified herein, except as otherwise modified in the Supplementary General Conditions or elsewhere in the Contract Documents. B. Section 01027 - Applications for Payment. C. Section 01028 - Change Order Procedures: Changes in Contract Sum due to adjustment of Allowances. D. Section 01340 - Shop Drawings, Product Data and Samples. E. Section 01720 - Project Record Documents. . 01021 - Page 1 ...... .._ . ............ ........... ... .. ... r•r: ..:.C.', <2st '..:: ,. , .•..rr n, ..: -... . r t't RS k r 01021 - Page 2 { 1.06 SUBSTANTIATING DATA 01027 - Page 1 ill& roam. .. ..... .. ... ... .. .. .... .. ........................ r ....r..,.- ,._ -,.. ... ,.... .. ,.s. or, w..s r. ... . ... {T lt.« -taw x« A. When Architect /Engineer requires substantiating information, submit data justifying line item amounts in question. B. Provide one copy of data with cover letter for each copy of submittal. SECTION 01028 CHANGE ORDER PROCEDURES PART 1 - GENERAL 1.01 REQUIREMENTS INCLUDED A. Procedures for processing Change Orders. 1.02 RELATED REQUIREMENTS A. Contract Document - Agreement Forms: Monetary values of established Unit Prices, percentage allowances for Contractor's overhead and profit as applicable. B. AIA Document A201 - General Conditions: Governing requirements for changes in the Work, in Contract Cost, and Contract Time, except as otherwise modified in the Supplementary General Conditions or elsewhere in the Contract Documents. C. Section 01005 - Administrative Provisions: Applications for Payment. D. Section 01027 - Applications for Payment. E. Section 01310 - Progress Schedules. F. Section 01630 - Product Options and Substitutions. G. Section 01701 - Contract Closeout Procedures. H. Section 01720 - Project Record Documents. �. 1.03 SUBMITTALS A. Submit name of the individual authorized to accept changes, and to be responsible for informing others in Contractor's employ of changes in the Work. B. Change Order Forms: AIA G701. �. ` 1.04 DOCUMENTATION OF CHANGE IN CONTRACT SUM AND CONTRACT TIME A. Maintain detailed records of any work done on a time and material basis. Provide full information required for evaluation of proposed changes, and to substantiate costs of changes in the Work. B. Document each quotation for a change in cost or time with sufficient data to allow evaluation of the quotation. C. On request, provide additional data to support computations: 1. Quantities of products, labor, and equipment. 2. Taxes, insurance and bonds. 3. Overhead and profit. 4. Justification for any change in Contract Time. 5. Credit for deletions from Contract, similarly documented. D. Support each claim for additional costs, and for any work done on a time and material basis, with additional information: 1. Origin and date of claim. 2. Dates and times work was performed, and by whom. 3. Time records and wage rates paid. 4. Invoices and receipts for products, equipment, and subcontracts, similarly documented. 01028 - Page 1 1.05 PRELIMINARY PROCEDURES A. Architect may submit a Proposal Request or other form of instruction which includes: Detailed description of change with supplementary or revised Drawings and Specifications as Architect deems necessary. B. Contractor may initiate a change by submittal of a request to Architect describing the proposed change with a statement of the reason for the change, and the effect on Contract Sum and Contract Time with full documentation, and a statement of the effect on Work of separate contractors. Document any requested substitutions in accordance with Section 01630. 1.06 CONSTRUCTION CHANGE AUTHORIZATION A. When so authorized by Owner, Architect may issue a directive, signed by Owner, instructing Contractor to proceed with a change in the Work, for subsequent inclusion in a Change Order. B. Directive will describe changes in the Work, and will designate method of determining any change in Contract Sum or Contract Time. C. Promptly execute the change in Work. 1.07 LUMP SUM CHANGE ORDER A. Will be based on Architect's instruction form and Contractor's lump sum quotation, or Contractor's request for Change Order as reviewed by Architect and approved by Owner. 1.08 UNIT PRICE CHANGE ORDER A. For pre - determined unit prices and quantities, Change Order will be executed on a lump sum basis, unless otherwise indicated. 1.09 TIME AND MATERIAL CHANGE ORDER A. Submit itemized account and supporting data after completion of change, within time limits in Conditions of the Contract. B. Architect will review the change allowable in Contract Sum and Contract Time as provided in Conditions of the Contract. 1.10 EXECUTION OF CHANGE ORDERS A. Contractor will issue Change Orders for signatures of parties as provided in Conditions of the Contract. 1.11 CORRELATION OF CONTRACTOR SUBMITTALS A. Promptly revise Schedule of Values and Application for Payment forms to record each authorized Change Order as a separate line item and adjust the Contract Sum as shown on Change Order. B. Promptly revise Progress Schedules to reflect any change in Contract lime, revise subschedules to adjust times for other items of work affected by the change, and resubmit. C. Promptly enter changes in Project Record Documents. 01028 - Page 2 " D. Promptly notify other involved subcontractors of changes in the work. END OF SECTION 01028 - Page 3 SECTION 01030 Alternate No. 1 Vapor Barrier (Add) Add 8 mil. polyurethane film vapor barrier with 4" sand over at concrete slab of office areas, Ref. line JtoH- 4to5andAtoB -4to5 Alternate No. 2 Sewer Extension (Add) Add sanitary sewer extension in three locations from Ref. line 4 to within 18 ft. of Ref. line 1. 4" minimum with clean out at ends. • Alternate No. 3 Concrete Apron (Add) Install 5" reinforced concrete trailer gear pad at service court From Ref. line E through H = 190 ft. x 15 ft. and B through D = 190 ft.x 15 ft. Start 20 ft. away from building. Reinforce with welded wire mesh per floor slab - broom finish Alternate No. 4 Footing Drain (Add) Install 6" ftg. drain along entire building perimeter, attach to storm drain system. Separate from roof drain system. Alternate No. 5 Reinforcing (Add) Concrete floor slab reinforcing - install #4 at 18" O.C. each way centered in slab (Base bid has W1.4 x W1.4 W.W.M. centered in slab) Alternate No. 6 Warehouse Insulation (Add) Install R -11 FS -25, vinyl faced batt insulation pinned at exterior warehouse walls and above truck walls at truck door areas Alternate No. 7 Warehouse Lighting (Add) Install balance of light at warehouse space. (light fixtures A) Fixture Type A Unit cost installed $ warehouse light Fixture Type J Unit cost installed $ pathway light Alternate No. 8 Sprinkler Heads (Add) Provide costs for ESFR Early suppression fast response Fire protection system ? . Alternate No. 9 Provide cost to install 12" x 12" Granite or (Add) Porceline tiles at entry fascia areas instead of brick. Use tile material cost of $15.00 s.f. END OF SECTION ._ 01030 - Page 2 PART 3 - EXECUTION 3.01 GENERAL A. Execute cutting, fitting, and patching including excavation and fill, to complete Work, and to: 1. Fit the several parts together, to integrate with other work. 2. Uncover work to install ill -timed work. 3. Remove and replace defective and non - conforming work. 4. Remove samples of installed work for testing. 5. Provide openings in elements of Work for penetrations of mechanical and electrical work. 3.02 INSPECTION A. Inspect existing conditions, including elements subject to damage or movement during cutting and patching. B. After uncovering, inspect conditions affecting performance of work. C. Beginning of cutting or patching means acceptance of existing conditions. 3.03 PREPARATION A. Provide supports to assure structural integrity of surroundings; devices and methods to protect other portions of Project from damage. B. Provide protection from elements for areas which may be exposed by uncovering work; maintain excavations free of water. 3.04 PERFORMANCE A. Execute work by methods to avoid damage to other work, and which will provide proper surfaces to receive patching and finishing. B. Employ original installer to,perform cutting and patching for weather - exposed and moisture - resistant elements, and sight- exposed surfaces, or where guarantees or warranties are involved, so as not to void warranty or guarantee during the warranty or guarantee period. C. Cut rigid materials using masonry saw or core drill. Pneumatic tools not allowed without prior approval or where obvious damage could result. D. Restore work with new products in accordance with requirements of Contract Documents. E. Fit work airtight and watertight to pipes, sleeves, ducts, conduit, and other penetrations through surfaces. Use gaskets, sealants and calking to maintain guarantees or warranties as necessary. F. At penetrations of fire -rated wall, ceiling, or floor construction, completely seal voids with fire - rated, fire- resistant or non- combustible material as necessary, full thickness of the construction element. G. Refinish surfaces to match adjacent finishes. For continuous surfaces, refinish to nearest intersection; for an assembly, refinish entire unit. ij END OF SECTION 01045 - Page 2 SECTION 01050 FIELD ENGINEERING PART 1 - GENERAL R MENTS IN 1.01 REQUIREMENTS INCLUDED E C A. Surveying and Field Engineering services. B. Services for measurement, locations and elevations. C. Engineer will identify control points and property line stakes. . 01050 Page 1 . SECTION 01090 REFERENCE STANDARDS PART 1 - GENERAL 1.01 REQUIREMENTS INCLUDED A. Applicability of Reference Standards. B. Provision of Reference Standards at site. C. Acronyms used in Contract Documents for Reference Standards. Source of Reference Standards. 1.02 QUALITY ASSURANCE A. For products or workmanship specified by association, trade, or Federal Standards, comply with requirements of the standard, except when more rigid requirements are specified or are required by applicable codes or manufacturer's specifications. B. The date of the standard is that in effect as of the Bid date, or date of Owner - Contractor Agreement when there are no bids, except when a specific date is specified. C. When required by individual Specifications section, obtain copy of standard. Maintain copy at jobsite during submittals, planning, and progress of the specific work, until Substantial Completion. Submit copy to Architect where specified or upon request. 1.03 SCHEDULE OF REFERENCES A. Throughout the Contract Documents, reference is made to standards which establish qualities of workmanship and materials, and which establish methods for testing and reporting on pertinent characteristics. Where materials or workmanship are required to meet or exceed the referenced standard, it is the Contractor's responsibility to provide all such materials and workmanship which meet or exceed the specifically named standard. The referenced standard or manufacturer's installation recommendations will become the basis for inspection and acceptance or rejection of the Work. B. The Reference Standard abbreviations listed herein may be used within the Specifications and shall have full force and effect as though printed into the Specifications. C. Manufacturer's Specifications: Where Specifications require work to be performed in accordance with manufacturer's directions, the Contractor shall obtain and distribute copies of said directions to Owner, Architect and field office before starting the affected part of the Work. The manufacturer's recommended specifications and installation procedures, when reviewed by the Architect, will become the basis for acceptance or rejection of the actual installation of the Work. Compliance to a manufacturer's latest published specifications, details, information and other standards shall be considered to be a part of each Section of the 01090 - Page 1 Specification and shall have the same force and effect as though repeated therein. The bidder or installing contractor shall be responsible for knowledge of the manufacturer's current materials, systems and installation requirements. The Contractor shall promptly notify the Architect in the event of conflict or ambiguity between the manufacturer's latest published standards, details, specifications and recommendations and those shown on the Drawings or indicated in the Specifications, and other codes or reference standards. The manufacturer's latest published standard will govern over a trade standard where conflicts exist. AA Aluminum Association 818 Connecticut Avenue, N.W. • Washington, DC 20006 • AABC Associated Air Balance Council 1000 Vermont Avenue, N.W. Washington, DC 20005 AAMA Architectural Aluminum Manufacturers Association - 35 East Wacker Drive Chicago, IL 60601 • AASHTO American Association of State Highway and Transportation Officials 444 North Capitol Street, N.W. Washington, DC 20001 ACI American Concrete Institute • • Box 19150 Reford Station Detroit, MI 48219 ADC Air Diffusion Council 230 North Michigan Avenue • Chicago, IL 60601 AGC Associated General Contractors of America 1957 E Street, N.W. Washington, DC 20006 Al Asphalt Institute Asphalt Institute Building College Park, MD 20740 • AITC American Institute of Timber Construction • 333 W. Hampden Avenue Englewood, CO 80110 AISC American Institute of Steel Construction 1000 16th Street, N.W. Washington, DC 20036 AMCA Air Movement and Control Association 30 West University Drive Arlington Heights, IL 60004 ANSI American National Standards Institute 1430 Broadway New York, NY 10018 APA American Plywood Association Box 11700 Tacoma, WA 98411 APWA American Public Works Association AIR Air - Conditioning and Refrigeration Institute 1815 North Fort Myer Drive 01090 - Page 3 AWS American Welding Society 550 LeJeune Road Miami, FL 33135 • , CRSI Concrete Reinforcing Steel Institute Manufacturers 221 North LaSalle Street r Chicago, IL 60601 NEMA National Electrical Manufacturers' Association 2101 L Street, N.W. Washington, DC 20037 NFPA National Fire Protection Association Battery March Park 11 Quincy, MA 02269 • 01090 - Page 4 SDI Steel Deck Institute Box 3812 St. Louis, MO 63122 - 01090 - Page 5 WCLIB West Coast Lumber Inspection Bureau 01090 Page 6 SECTION 01200 PROJECT MEETINGS PART 1 - GENERAL 1.01 REQUIREMENTS INCLUDED A. Contractor participation in preconstruction conferences. B. Contractor administration of progress meetings and pre - installation conferences. C. Provide orderly review of progress of the Work, provide for systematic discussion of problems and solutions, and record minutes. 1.02 RELATED REQUIREMENTS A. Instructions to Bidders for Pre -Bid Conference as applicable. B. Section 01005 - Administrative Provisions: Coordination of Work. C. Section 01310 - Progress Schedules. D. Section 01340 - Shop Drawings, Product Data, and Samples. E. Section 01400 - Quality Control. F. Section 01720 - Project Record Documents. G. Section 01730 - Operation and Maintenance Data. 1.03 GENERAL MEETING REQUIREMENTS A. Person or persons designated by the Contractor to attend and participate in project meetings shall have required authority to commit Contractor to solutions agreed upon in the project meetings, or within reasonable time thereafter. Contractor shall assign same person or persons throughout construction period, and be responsible to notify major subcontractors and others involved as needed or if so requested. B. Agenda Changes and Minutes: Contractor shall advise Architect at least 24 hours in advance of project meetings regarding all items to be added to agenda. The Contractor will compile minutes of each project meeting and will furnish copies to Owner, Architect and all other attendees. C. Schedule: Project meetings will be scheduled by Architect who will coordinate as necessary to establish mutually acceptable times for all concerned. Meeting will be held on a minimum bi- monthly basis. D. Location: Meetings will be held at Contractor's field office or in Architect's office. 1.04 PRECONSTRUCTION CONFERENCES. A. Owner will administer preconstruction conference for execution of Owner - Contractor Agreement and exchange of preliminary submittals. B. Owner will administer site mobilization conference for clarification of Owner and Contractor responsibilities in use of site and for review of administrative procedures. C. Suggested Minimum Agenda: 1. Organizational arrangement of Contractor's forces and personnel, and those of subcontractors, materials suppliers, and others involved. 01200 - Page 1 2. Review of Owner - Contractor agreement. 3. Confirmation and resolution of any items pending. 4. Coordination of work of Design -Build contractors, Owner's contractors, or others as applicable. 5. Testing procedures and schedules. 6. Contract closeout procedures. 7. Procedures for maintaining project record documents during construction. 8. Channels and procedures for communications. 9. Preliminary progress schedule, including sequence of critical Work. 10. Contract Documents, including distribution of required copies or original Documents and revisions. 11. Processing of Shop Drawings and other data submitted to the Architect for review. 12. Processing of field decisions and Change Orders. 13. Rules and regulations governing performance of Work. 14. Procedures for safety, security, quality control, housekeeping, and other related matters. 1.05 PROGRESS MEETINGS A. Schedule and administer regular construction progress meetings, called meetings, and preinstallation conferences, throughout progress of Work. B. Make physical arrangements, prepare agenda, and notification of each meeting to participants, and to Architect /Engineer, four (4) days in advance of meeting date. C. Preside at meetings, record minutes, and distribute copies after meeting to participants, to entities affected by decisions at meetings, and to Architect /Engineer. • D. Attendance: Contractor, job superintendent, subcontractors, and suppliers as appropriate to agenda; Owner, Architect /Engineer, professional consultants and others may attend as appropriate. E. Suggested Minimum Agenda: 1. Approval of minutes of previous meetings. 2. Review of Work progress. 3. Field observations, problems, and decisions. 4. Identification of problems which impede planned progress. 5. Review of submittals, schedules and status of submittals. 6. Review of off -site fabrication and delivery schedules. 7. Maintenance of progress schedule. 8. Corrective measures to regain projected schedules. 9. Planned progress during succeeding work period. 10. Coordination of projected progress. 11. Maintenance of quality and work standards. 12. Effect of proposed changes on progress schedule and coordination. 13 Review status of Project Record Drawings. 14. Other business relating to Work. 1.06 PREINSTALLATION CONFERENCES A. When required in individual specification Section, or otherwise d • necessitated, convene a preinstallation conference at work site prior to commencing work of the Section. 01200 - Page 2 01200 Page 3 SECTION 01310 PROGRESS SCHEDULES PART 1 - GENERAL 1.01 REQUIREMENTS INCLUDED A. Procedures for preparation and submittal of construction Progress • A. Indicate progress of each activity to date of submittal, and projected ) completion date of each activity. B. Identify activities modified since previous submittal, major changes in scope, and other identifiable changes. C. Provide narrative report to define problem areas, anticipated delays, and impact on Schedule. Report corrective action taken, or proposed, and its effect, including the effect of changes on schedules of separate contractors as applicable. 1.06 SUBMITTALS A. Submit preliminary outline Schedules within 20 days after date of Owner- Contractor 01310 - Page 2 PART 1 - GENERAL 1.01 REQUIREMENTS INCLUDED A. Procedures for submittals. 1.02 RELATED REQUIREMENTS A. AIA Document A201 - General Conditions: Articles as applicable to the work specified herein, except as otherwise modified in the Supplementary General Conditions or elsewhere in the Contract Documents. B. Section 01090 - Reference Standards. C. Section 01310 - Progress Schedules: Schedules for submittals. D. Section 01400 - Quality Control: Mockups, and samples for testing. E. Section 01630 - Product Options and Substitutions: Product options. F. Section 01720 - Project Record Documents. G. Section 01730 - Operation and Maintenance Data. ! 1.03 SHOP DRAWINGS A. Present in a clear and thorough manner. Title each drawing with Project name and number; Architect's firm name; identify each element of drawings by reference to sheet number and detail, schedule, or room number of Contract Documents. B. Identify field dimensions; show relation to adjacent or critical features or Work or products. C. Show all necessary dimensions, provide all pertinent information and clearly identify all items specifically applicable to the Work and related submittals. 1.04 PRODUCT DATA A. Submit only latest edition pages which are pertinent; mark each copy of standard printed data to identify pertinent products, referenced to Specification Section and Article number. Show reference standards, performance characteristics, and capacities; wiring and piping diagrams and controls; component parts; finishes; dimensions; and required clearances. B. Modify manufacturer's standard schematic drawings and diagrams to supplement standard information and to provide information specifically applicable to the Work. Delete information not applicable and clearly identify only item or items proposed for use. C. Provide manufacturer's current technical data and specifications in the form of a standard spec- information system. Where available, provide "Manu- Spec" and "Spec- Data" sheet format system. D. Contractor will be responsible for accuracy of all data submitted. 1.05 SAMPLES 01340 - Page 1 • A. Review submittals prior to transmittal; determine and verify field measurements, field construction criteria, manufacturer's catalog numbers, and conformance of submittal with requirements of Contract Documents. B. Coordinate submittals with requirements of Work and of Contract Documents. C. Sign or initial each sheet of shop drawings and product data, and each sample label to certify compliance with requirements of Contract Documents. Notify Architect in writing at time of submittal, of any deviations from requirements of Contract Documents. D. Do not fabricate products or begin work which requires submittals until return of submittal with Architect's or Engineer's review stamp. 1.09 SUBMITTAL REQUIREMENTS A. All submittals will be sent to the Architect. B. Transmit submittals in accordance with approved Progress Schedule, and in such sequence to avoid delay in the Work or work of other contracts, and allow Architect /Engineer ample time for reviews. C. Provide 8 x 4 inch blank space on each submittal for Architect /Engineer stamps. D. Apply Contractor's stamp signed or initialed, verifying complete Contractor's review of the submittal, including verification of: 1. The specific product 2. Field dimensions 3. Field construction criteria 01340 - Page 2 and will make every attempt to return submittals within 14 days. B. Architect /Engineer review of all data and drawing submittals is for general conformance to the Contract Documents only, and does not relieve the Contractor from responsibility for proper fittings, installation and finishing required by the Contract Documents or obviously needed for completion of the Work. C. Architect will mail all reviewed submittals to Contractor. Where faster deliveries are required, Contractor will make and pay for other arrangements. D. Shop Drawings will not be reviewed by the Architect unless: 1. They bear a datestamp and signature indicating that the Contractor has reviewed and approved them. 2. They have been carefully prepared by competent persons familiar with the trade involved. 3. A study has been made of all adjoining work, related data, and other Shop Drawings, and all such conditions are shown on the Shop Drawings. Information missing from Shop Drawings will not be furnished by the Architect if such information is indicated in the Contract Documents. 1.12 DISTRIBUTION 01340 - Page 3 01340 Page 4 SECTION 01400 QUALITY CONTROL PART 1 - GENERAL 1.01 REQUIREMENTS INCLUDED A. Regulatory Requirements. B. General Quality Control. C. References D. Workmanship. E. Manufacturers' Instructions and Certificates. F. Mockups. G. Manufacturers' Field Services. H. Selection and Payment. I. Contractor Submittals. J. Laboratory Responsibilities. K. Limits on Testing Laboratory Authority L. Contractor Responsibilitites. M. General Schedule of Inspections and Tests F. Section 01340 - Shop Drawings, Product Data, and Samples: Submittal of Manufacturer's Instructions. G. Section 01700 - Contract Closeout: Record documents. H. Section 01720 - Project Record Documents. I. Individual Specification Sections: Inspections and tests required, and standards for testing as indicated 1.03 REGULATORY REQUIREMENTS A. Conform to applicable codes, ordinances or regulations of governing authority having jurisdiction and requiring any portion of the Work to be inspected, tested, and approved. 1.04 QUALITY CONTROL, GENERAL A. Maintain quality control over suppliers, manufacturers, products, services, site conditions, and workmanship, to produce work of specified quality. B. Laboratory shall maintain a full -time registered Engineer on staff to review services. C. Laboratory authorized to operate in State in which Project is located. D. Testing equipment shall be calibrated at reasonable intervals with devices of an accuracy traceable to either NBS Standards or accepted values of natural physical constants. 1.05 REFERENCES A. ANSI /ASTM D3740 - Practice for Evaluation of Agencies Engaged in Testing and /or Inspection of Soil and Rock as Used in Engineering Design and Construction. B. ANSI /ASTM E329 - Standard Recommended Practice for Inspection and Testing Agencies for Concrete, Steel, and Bituminous Materials as Used in Construction. 1.06 WORKMANSHIP A. Comply with industry standards except when more restrictive tolerances or specified requirements indicate more rigid standards or more precise workmanship. B. Perform work by persons qualified to produce workmanship of specified quality. C. Secure products in place with positive anchorage devices designed and sized to withstand stresses, vibration, and racking. 1.07 MANUFACTURERS' INSTRUCTIONS AND CERTIFICATES A. Comply with instructions in full detail, including each step in sequence. Should instructions conflict with Contract Documents, request clarification from Architect /Engineer before proceeding. B. When required by individual Specifications Section, submit manufacturer's certificate, in duplicate, that products meet or exceed specified requirements, and that they are suitable for this project. 01400 - Page 2 Contractor covers work before it has been inspected and tested, the cost of uncovering shall be borne by the Contractor. All costs of retesting defective materials and workmanship, together with the cost of replacement of defective work, shall be borne by the Contractor. This process will be repeated until compliance is achieved. C. Contractor's Convenience Testing: Inspection or testing performed exclusively for the Contractor's convenience shall be the sole responsibility of the Contractor. D. Employment of testing laboratory shall in no way relieve Contractor of obligation to perform Work in accordance with requirements of Contract Documents. E. The following shall be the only persons authorized to order other tests and inspections in addition to those specified: 1. The Owner and his duly authorized representative. 2. The Architect and his duly authorized representative. 3. The Building Department Inspector, but only upon notice from Contractor to Architect's representative that additional testing will be required. 1.11 CONTRACTOR SUBMITTALS A. Prior to start of Work, submit testing laboratory name, address, and telephone number, and names of full -time registered Engineer and responsible officer. B. Submit two copies of mix design reports to Architect. C. When necessary or requested by Architect, submit written explanation of results indicating non - conformance with the specified standards and include remedies of any deficiencies discovered. 01400 - Page 3 • • 1.12 LABORATORY RESPONSIBILITIES A. Test samples of mixes submitted by Contractor. B. Provide qualified personnel at site after due notice; cooperate with - Architect /Engineer and Contractor in performance of services. C. Perform specified inspection, sampling, and testing of products in accordance with specified standards. D. Ascertain compliance of materials and mixes with requirements of Contract Documents. E. Promptly notify Architect /Engineer and Contractor of observed irregularities or non - conformance of Work or products. F. Perform additional inspections and tests required by Architect /Engineer or Owner. G. Attend preconstruction conferences and progress meetings as necessary. H. Test reports shall give the following minimum information: 1. Date issued. • 2. Project title and number. 3. Testing Laboratory name and address. 4. Name and signature of Testing Laboratory representative. 5. Identification of product and specifications section. • 6. Date of sampling. 7. Record of temperature and weather. 8. Date of test. 9. Location in project. 10. Certification for compliance, or rejection for lack of compliance with Contract Documents. I. Responsibility: The reports shall be signed by a Professional Engineer registered to practice in the appropriate discipline. J. Distribution: The testing agencies shall report the results of all tests directly and simultaneously to the following: Owner one copy Architect one copy Structural Engineer of Record one copy Building Department one copy Contractor one copy Other involved entities one copy K. All persons copied shall be indicated on report, cover letter or transvlmittal form. 1.13 LIMITS ON TESTING LABORATORY AUTHORITY i A. Laboratory may not release, revoke, alter, or enlarge on requirements of Contract Documents. B. Laboratory may not approve or accept any portion of the Work. C. Laboratory may not assume any duties of Contractor. D. Laboratory has no authority to stop Work. 1.14 CONTRACTOR RESPONSIBILITIES A. Deliver to laboratory at designated location adequate samples of materials proposed to be used which require testing, together with proposed mix designs. 1 7 L � Y 01400 - Page 4 L _ - . - - - . . .......... . 01400 - Page 5 01500 - Page 1 1.05 HEAT, VENTILATION A. Provide as required to maintain specified conditions for construction operations, to protect materials and finishes from damage due to temperature or humidity. B. Prior to operation of permanent facilities for temporary purposes, verify that installation is approved for operation, and that filters are in place. Provide and pay for operation, maintenance, utilities, and other temporary conditions as necessary. C. Provide ventilation of enclosed areas to cure materials, to disperse humidity, and to prevent accumulations of dust, fumes, vapors, or gases. 1.06 TELEPHONE SERVICE A. Provide telephone service to field office. Provide two lines to reduce communication delays. 1.07 WATER A. Provide service required for construction operations. Extend branch piping with outlets located so that water is available by use of hoses. 1.08 SANITARY FACILITIES A. Provide and maintain required facilities and enclosures. 1.09 BARRIERS A. Provide lawful and necessary barriers as required to prevent public entry to construction areas, but to allow for Owner's use of site, and to protect existing facilities and adjacent properties from damage from construction operations. B. If required by governing authority, provide minimum 6 foot high fence around construction site; equip with vehicular gates with Construction: Contractor's option. Commercial grade chain link fence or solid wood fence, painted. C. Provide barricades and covered walkways as required by governing authorities for public rights -of -way and for public access to public way where necessary. D. Provide barriers around trees and plants designated to remain. Protect against vehicular traffic, stored materials, dumping, chemically injurious materials, and puddling or continuous running water. 1.10 ENCLOSURES A. Provide temporary weather -tight closures of openings in exterior surfaces as necessary to provide acceptable working conditions and protection for materials, to allow for temporary heating, and to prevent entry of unauthorized persons. Provide doors with self - closing hardware and locks where necessary. B. Provide temporary partitions and ceilings as required to separate work areas from Owner occupied or finished areas, to prevent penetration of dust and moisture into Owner occupied or finished areas, to prevent damage to completed areas and equipment. Construction: Framing and 01500 - Page 2 • __ _a 01500 Page ;4 _ nenn tr. • SECTION 01610 TRANSPORTATION AND HANDLING PART 1 - GENERAL 1.01 REQUIREMENTS INCLUDED . _ Not Used PART 3 - EXECUTION 3.01 PACKAGING, TRANSPORTATION A. Require supplier to package finished products in boxes or crates for protection during shipment, handling, and storage. Protect sensitive products against exposure to elements and moisture. B. Protect sensitive equipment and finishes against impact, abrasion, and other damage. 3.02 DELIVERY AND RECEIVING . A. Arrange deliveries of products in accordance with construction progress schedules. Allow time for inspection prior to installation. B. Coordinate deliveries to avoid conflict with Work and conditions at site; work of other contractors; limitations on storage space; availability of personnel and handling equipment; and Owner's use of premises. C. Deliver products in undamaged, dry condition, in original unopened containers or packaging with identifying labels intact and legible. D. Clearly mark partial deliveries of component parts of equipment to identify equipment and contents to permit easy accumulation of parts and to facilitate assembly. 01610 - Page 1 L -_..y ._ . _ •_ E. Immediately on delivery, inspect shipment to assure: 1. Product complies with requirements of Contract Documents and reviewed submittals. 2. Quantities are correct. 3. Accessories, and installation hardware are correct. 4. Containers and packages are intact and labels legible. 5. Products are protected and undamaged. 3.03 PRODUCT HANDLING A. Provide equipment and personnel to handle products, by methods to prevent soiling and damage. B. Provide additional protection during handling to prevent marring and otherwise damaging products, packaging, and surrounding surfaces. C. Handle product by methods to avoid bending or overstressing. Lift large . and heavy components only at designated lift points. D. In the event of damage resulting from transportation or handling, immediately make all repairs or replacements necessary to the approval of Architect and at no additional cost to Owner. • . { 01620 - Page 2 •__ . . SECTION 01630 PRODUCT OPTIONS AND SUBSTITUTIONS PART 1 - GENERAL 1.01 REQUIREMENTS INCLUDED A. Contractor's options in selection of products. B. Products list. C. Limitations on substitutions. D. Requests for substitution of products. E. Contractor representation F. Submittal procedures. 1.02 RELATED REQUIREMENTS A. AIA Document A201 - General Conditions: Articles as applicable to the work specified herein, except as otherwise modified in the Supplementary General Conditions or elsewhere in the Contract Documents. B. Section 01005 - Administrative Provisions: Coordination of construction. C. Section 01090 - Reference Standards: Applicability of specified reference standards. D. Section 01340 - Shop Drawings, Product Data, and Samples: Product data submittals. E. Section 01720 - Project Record Documents. F. Section 01730 - Operation and Maintenance Data. 1.03 OPTIONS A. Products specified by reference standards or by description only: Any product meeting those standards. B. Products specified by naming one or more manufacturers with a provision for substitutions: Submit a request for substitution for any manufacturer not specifically named. C. Products specified by naming several manufacturers: Products of named manufacturers meeting specifications; no options, no substitutions. D. Products specified by naming only one manufacturer without "Or Equal ": No option; no substitution allowed. 1.04 PRODUCTS LIST A. Within 20 days after date of Owner - Contractor Agreement, or Notice to Proceed, transmit three copies of a list of products which are proposed for installation, including name of manufacturer. B. Tabulate products by Specifications section number, title, and Article number. C. For products specified only by reference standards, give manufacturer, trade name, model or catalog designation, and reference standards. D. Architect will reply in writing within a reasonable time stating whether there is reasonable objection to listed items. Failure to object to a listed item shall not constitute a waiver of requirements of Contract Documents. 01630 - Page 1 1.05 LIMITATIONS ON SUBSTITUTIONS A. During Bidding period, Instructions to Bidders may govern times for submitting requests for substitutions under requirements specified in this Section. - B. Requests for substitutions of products will be considered only within 15 days after date of Owner- Contractor Agreement, established in Notice to Proceed. Subsequent requests beyond this period will be considered only in case of conditions beyond control of Contractor such as: 1. Required for compliance with final interpretation of code requirements or insurance regulations. 2. Unavailability of specified products, through no fault of the . Contractor and following bidding period. 3. Subsequent information clearly discloses inability of specified products to perform properly or to fit in designated space. . . 4. Manufacturer /fabricator refusal to certify or guarantee performance of specified product as required. 5. Business failure of the manufacturer or discontinuation of specified product or system. 6. When it is clearly seen, in the judgment of the Architect, that a substitution would be substantially in the Owner's best interest, in terms of cost, time, performance, or other considerations. 7. The Contractor shall request such substitution well in advance of the installation and provide all necessary information for proper review as described herein. C. Substitutions will not be considered when indicated on shop drawings or product data submittals without separate formal request, when requested directly by subcontractor or supplier, or when acceptance will require substantial revision of Contract Documents. D. Substitute products shall not be ordered or installed without written acceptance in advance. E. Only one request for substitution for each product will be considered. When substitution is not accepted, provide specified product. F. Architect will determine acceptability of substitutions including "equivalent appearance" of finished products exposed to view. G. Where any item, material, fabrication, assembly or construction is noted on the Drawings or in the Specifications as "Contractor's Option," or is specified by reference to a recognized standard specification without naming a particular manufacturer, is at the discretion of the Contractor. Submit all necessary information as described herein for confirmation that option selected complies with standards or requirements indicated. Upon request, submit a list of comparisons between the specified and optional items. 1.06 REQUESTS FOR SUBSTITUTIONS A. Submit separate request for each substitution. Document each request with complete data clearly substantiating compliance of proposed substitution with requirements of Contract Documents. The Architect will mg conduct investigations for comparisons of the various substitutions to the specified product or system. B. Identify product by Specifications section and Article numbers. Provide manufacturer's name and address, trade name of product, and model or catalog number. List fabricators and suppliers as appropriate. FI 01630 - Page 2 a� 01630 - Page 3 C. Contractor shall remedy deficiencies and send a second certification of • 01701 - Page .2 01710 - Page 2 01720 - Page 1 1.04 RECORDING A. Record initial information on a set of blue line or black line drawings, and in a copy of a Project Manual, provided by Owner. B. Provide felt tip marking pens, maintaining separate colors for each major system, for clarity of recording information. C. Record information concurrently with construction progress. Do not conceal any work until required information is recorded. D. Final record Contract Drawings, Design Build Drawings, and Shop Drawings as applicable: near the conclusion of the Work, or as designated by the Contractor, Owner will furnish two sets of reproducible Contract Drawings to transfer record information. Mark information in legible and reproducible manner; each item to record actual construction including but not limited to the following: 1. Measured depths of elements of foundation in relation to finish first . floor datum. 2. Measured horizontal and vertical locations of underground utilities and appurtenances, referenced to permanent surface improvements. 3. Measured locations of internal utilities and appurtenances concealed in construction, referenced to visible and accessible features of construction. 4. Field changes of dimension and detail. 5. Changes made by Modifications. 6. Details not on original Contract Drawings or modifications. . 7. References to related shop drawings and Modifications. 8. Final locations of all light fixtures, outlets, mechanical diffusers, sprinkler heads, switches, thermostats and the like. E. Project Manuals: Legibly mark each item of change of two sets of Project Manuals to record actual construction or by referencing other data submittals, including: 1. Manufacturer, trade name, and catalog number of each product actually installed, particularly optional items and substitute items. 2. All changes made by Addenda and other forms of Contract Modifications. ; F. Other Documents: Maintain manufacturer's certifications, inspection certifications, field test records, and other pertinent data required by individual Specifications sections or as deemed necessary by Architect to provide complete documentation of the installed Work. 1.05 SUBMITTALS A. As a prerequisite to Contract closeout, deliver two sets of Record Documents to Architect for review and comments. B. Transmit with cover letter in duplicate, listing: 1. Date. 2. Project title and number. 3. Contractor's name, address, and telephone number. 4. Number and title of each Record Document. 5. Signature of Contractor or authorized representative. C. Provide project record documents to governing authority having jurisdiction of Work if so required or requested. END OF SECTION !' 01720 - Page 2 .� .. ..... c ...ray ....n..... .-... ... . - ....._ __....... .... _ . .. .. [ SECTION 01730 1.05 CONTENTS, EACH VOLUME A. Table of Contents: Provide title of Project; names, addresses, and telephone numbers of Architect /Engineer and Contractor with name of responsible parties; schedule of products and systems, indexed to content • of the volume. B. For Each Product or System: List names, addresses and telephone numbers of subcontractors and suppliers, including local source of supplies and replacement parts. C. Product Data: Mark each sheet to clearly identify specific products and component parts, and data applicable to installation; delete inapplicable information. D. Drawings: Supplement product data to illustrate relations of component parts of equipment and systems, to show control and flow diagrams. Do not use Project Record Documents as maintenance drawings. E. Typed Text: As required to supplement product data. Provide logical sequence of instructions for each procedure, incorporating manufacturer's instructions. F. Warranties and Bonds: Bind in copy of each. Attach warranties of applicable products or systems. 1.06 MANUAL FOR SPECIAL MATERIALS AND FINISHES A. Building Products, Applied Materials, and Finishes: Include product data, with catalog number, size, composition, and color and texture designations. Provide information for re- ordering custom manufactured products. B. Instructions for Care and Maintenance: Include manufacturer's recommendations for cleaning agents and methods, precautions against detrimental agents and methods, and recommended schedule for cleaning and maintenance. C. Moisture - protection and Weather - exposed Products: Include product data • listing applicable reference standards, chemical composition, and details of installation. Provide recommendations for inspections, maintenance, and repair. D. Additional Requirements: As Specified in individual Specifications sections. E. Provide a listing in Table of Contents for design data, with tabbed fly sheet and ample space for insertion of data. 1.07 MANUAL FOR EQUIPMENT AND SYSTEMS A. Each Item of Equipment and Each System: Include description of unit or system, and component parts. Give function, normal operating characteristics, and limiting conditions. Include performance curves, with engineering data and tests, and complete nomenclature and commercial number of replaceable parts. B. Panelboard Circuit Directories: Provide electrical service characteristics, controls, and communications. C. Include as- installed color coded wiring diagrams. D. Operating Procedures: Include start-up, break -in, and routine normal operating instructions and sequences. Include regulation, control, + ' stopping, shut -down, and emergency instructions. Include summer, winter, and any special operating instructions. 01730 - Page 2 • SECTION 01740 WARRANTIES AND BONDS PART 1 - GENERAL 1.01 REQUIREMENTS INCLUDED A. Preparation of submittal. B. Schedule of submittals. 1.02 RELATED REQUIREMENTS A. Bid Document - Instruction to Bidders: Bid Bonds, Performance and Payment Bonds as applicable to requirements of the Owner. B. AIA Document A201 - General Conditions: Performance Bond and Labor and Material Payment Bonds, Warranty, and Correction of Work, or other items as applicable to the conditions specified herein, except as otherwise modified in the Supplementary General Conditions or elsewhere in the Contract Documents. C. Section 01701 - Contract Closeout Procedures. D. Section 01730 - Operation and Maintenance Data. E. Individual Specifications Sections: Warranties and bonds required for specific products or work. 1.03 FORM OF SUBMITTALS A. Insert in binders with operations and maintenance data under provisions of Section 01730. B. Table of Contents: Neatly typed, in the sequence of the Table of Contents of the Project Manual, with each item identified with the number and title of the specification section in which specified, and the name of Product or work item. C. Separate each warranty or bond with index tab sheets keyed to the Table of Contents listing. Provide full information, using separate typed sheets as necessary. List subcontractor, supplier, and manufacturer, with name, address, and telephone number of responsible principal. D. In the event that formal warranties or guaranties for materials and /or workmanship are not available, the Contractor, on his own letterhead, shall insert a written description of the guarantee work using language similar to the following example: Address of the Owner: We, (insert firm name of Subcontractor or General Contractor), certify that the (name of project) located at (street address and /or location of building) has been performed in full accordance with all requirements of the Contract Documents. Further, that we guarantee this Work to be watertight and /or free from defects in materials and workmanship for a period of years from date of final acceptance, and that we will correct, repair ro replace, without delay, any defects without additional cost to the Owner. 01740 - Page 1 01740 - Page 2 01750 - Page 1 02060 - Page 1 • 02060 - Page 2 SECTION 02110 SITE CLEARING PART 1 - GENERAL 1.01 WORK INCLUDED A. Clear site of plant life and grass within defined clearing limits indicated on drawings. B. Remove root system of trees and shrubs. C. Remove surface debris. 1.02 RELATED WORK A. Geotechnical Report - Soils Investigation Data: Follow requirements, recommendations and findings of soil and subsurface report. B. Section 02211 - Rough Grading. C. Section 02222 - Excavation. D. Civil Drawings - Erosion Control. 1.03 REGULATORY REQUIREMENTS A. Conform to applicable governmental codes, ordinances and regulations for disposal of debris. B. Verify additional permit requirements for offsite dumping as necessary. PART 2 - PRODUCTS Not Used PART 3 - EXECUTION �. 3.01 CLEARING . 02110 - Page 1 it 02110 - Page 2 02211 — Page 1 PART 2 - PRODUCTS 2.01 MATERIALS A. Topsoil: Excavated material, graded free of roots, rocks larger than two (2) inches subsoil, debris, and large weeds. B. Subsoil: Excavated material, graded free of lumps larger than six (6) inches, rocks larger than six (6) inches and debris. 3 - EXECUTION 3.01 PREPARATION A. Identify required lines, levels, contours, and datum. B. Identify known below grade utilities. Stake and flag locations. C. Identify and flag above grade utilities. D. Maintain and protect existing utilities remaining which pass through work area. E. Notify utility company to remove or relocate utilities as applicable. F. Upon discovery of unknown utility or concealed conditions, discontinue affected work; notify Architect /Engineer. 3.02 TOPSOIL EXCAVATION A. Excavate topsoil from areas to be further excavated, relandscaped, or regraded and remove excess topsoil from site. Refer to geotechnical report for depth and suitability of topsoil. 02211 - Page 2 SECTION 02218 LANDSCAPE GRADING PART 1 - GENERAL 02218 - Page 1 • 3.02 SUBSOIL PREPARATION �` A. Eliminate uneven areas and low spots. Remove debris, roots, branches, , 2.03 MORTAR BEDDING MATERIALS - WET SETTING METHOD A. Portland Cement - lime mortar mix consisting of: 1. One (1) p art Portland Cement; 2. Three (3) parts mason sand; 3. One - quarter (1/4) part hydrated lime; 4. Clean water. 2.04 JOINT GROUTING MATERIALS - WET METHOD A. Grout mix consisting of: 1. One (1) part Portland Cement; 2. Three (3) parts fine sand; 3. Clean water I PART 3 - EXECUTION . 3.01 INSPECTION A. Verify gradients and elevations of prepared base are correct. B. Beginning of installation means acceptance of substrate. 3.02 INSTALLATION OF MORTAR BED AND PAVERS A. Spread and screed mortar evenly to a 3/4 inch thick dense condition over prepared concrete substrate surface as indicated on drawings. B. Set pavers firmly into place, using a twisting motion for firm bedding and level surface. Dampen pavers where necessary and recommended by manufacturer. C. Place paver units in running bond pattern, unless otherwise indicated on drawing. 02520 - Page 2 D. Place half units or special shaped units at edges and interruptions. Maintain tight joints. Machine saw partial units. Avoid pieces less than half units. E. Align and space to the desired Joint dimension of 1/2 inch. F. Remove all mortar stains from the paver surfaces, using water, prior to the initial set of the mortar. 3.03 INSTALLATION OF GROUT JOINTS - WET METHOD A. Mix grout to thick - pouring consistency. B. Dampen pavers, filling the joints to a full and dense condition with a trowel. C. Cut joints flush with a trowel point to minimize voids and insure proper bonding with the setting bed. D. Paver surfaces shall be kept clean as the installation progresses. Further cleaning of the surface can be done as soon as joints are firm and hard to the touch, using heavy toweling and clean water. Continue cleaning until all traces of grout stains are removed. 3.04 CURING A. Finished paver surfaces should be kept damp for 72 hours, using either moistened sacking of a nonstaining material, or by the periodic application of water with a hose. B. The finished paver surfaces can be used for moderate walking traffic within 48 hours. Allow one (1) week for complete curing before opening paver areas to full use. �. 3.05 CLEANING A. With proper care during the setting bed and grouting procedures only a minimum of final cleaning should be required of the finished paver surfaces. B. Should a cementitious scum appear following thorough curing and drying, the following steps are to be taken: 1. Wet the paver area, only as far ahead as can be worked. 2. Apply and scrub using a fiber brush or sponge, a cleaning solution consisting of 1 part muriatic acid to 10 parts water. 3. Scrub, rinse, and clean, using a clean container, water, and tools until all traces of the scum are removed. 4. A final rinsing shall be used to insure removal of the muriatic acid. Clean water, or use of a non - sudsing ammonia solution may be used to assure neutralizing of the acid. 5. Keep the paver area closed to traffic until thoroughly dry. END OF SECTION • SECTION 02223 BACKFILLING PART 1 - GENERAL 1.01 WORK INCLUDED A. Building perimeter backfilling to subgrade elevations. B. Site backfilling. C. Fill under slabs -on- grade. D. Compaction requirements. 1.02 RELATED WORK A. Geotechnical Report - Soils Investigation Data: Fill and compaction requirements. B. Section 01400 - Quality Control C. Section 02222 - Excavation. D. Section 02225 - Trenching: Excavation and backfilling of trenches. E. Section 02710 - Subdrainage Systems: Building perimeter drainage tile. F. Section 02800 - Landscape Work: Subsoil and finish grade. 1.03 REFERENCES A. ANSI /ASTM C136 - Sieve Analysis of Fine and Coarse Aggregates. B. ANSI /ASTM D1557 - Moisture - Density Relations of Soils and Soil - Aggregate Mixture Using 10 lb Rammer and 18 inch Drop. C. Other materials and standards as indicated on drawings 1.04 TESTS A. Tests and analysis of fill materials will be performed in accordance with ANSI /ASTM D1557 and under provisions of Section 01400 and subject to approval of soils engineer. PART 2 - PRODUCTS 2.01 FILL MATERIALS A. Provide fill materials in accordance with requirements and recommendations indicated in geotechnical report and /or local applicable governing codes, ordinances and regulations. B. Fill material shall be graded in accordance with ANSI /ASTM C136, subject to conditions indicated in geotechnical report. . 2.02 ACCESSORIES A. Geotextile Fabric: Provide as indicated on Drawings and specified in Section 02710 - Subdrainage Systems, Geotechnical Report. PART 3 - EXECUTION 3.01 INSPECTION A. Verify stockpiled fill to be reused is approved by soils engineer. B. Verify foundation perimeter drainage, if required by geotechnical report, installation has been inspected. C. Verify foundation or retaining walls are properly braced or anchored to support forces imposed by backfilling operations. D. Verify areas to be backfilled are free of debris or water. 3.02 PREPARATION A. When necessary, compact subgrade surfaces to density requirements for backfill material as described herein and in accordance with geotechnical report. B. Cut out soft areas of subgrade not readily capable of in -site compaction. Backfill and compact to density equal to requirements for subsequent backfill material. 3.03 BACKFILLING • A. Backfill areas to contours and elevations as indicated on Civil Drawings. B. Backfill systematically, as early as possible, to allow maximum time for natural settlement. Do not backfill over porous, wet, or spongy subgrade surfaces. C. Place geotextile fabric as indicated on Drawings and specified in Section 02710 - Subdrainage Systems, Geotechnical Report. • D. Place and compact select fill materials, if indicated in geotechnical report, in continuous layers not exceeding eight (8) inches loose depth. E. Place and compact common fill material, if indicated in geotechnical report in continuous layers not exceeding eight (8) inches loose depth. F. Employ a placement method so not to disturb or damage all subsurface installations. G. Maintain optimum moisture content of backfill materials to attain required compaction density. H. Backfill only against supported foundation walls. I. Slope grade away from building minimum three (3) inches in ten (10) feet, unless noted otherwise. ; J. Make changes in grade gradual. Blend slopes into level areas. K. Remove surplus backfill materials from site. L. Leave stockpile areas completely free of excess fill materials. .' 02223 — Page 2 ,„ • 3.04 TOLERANCES A. Top Surface of Backfilling: Plus or minus one (1) inch. 3.05 FIELD QUALITY CONTROL I A. Compaction testing will be performed in accordance with ANSI /ASTM D1557 and under provisions of Section 01400 and geotechnical report. B. If tests indicate work does not meet specified requirements, remove work, I „ replace and retest at no cost to Owner. 3.06 SCHEDULE OF LOCATIONS A. The paragraphs below identify location and compaction expressed as a percentage of maximum density and optimum moisture in comparison with ANSI /ASTM D1557. Structural bearing fill materials, locations and bearing pressure requirements are indicated in geotechnical report. B. Footing Requiring Structural Fill: Structural bearing fill compacted to ninety -five (95) percent unless otherwise indicated in geotechnical report. C. Interior Slab -On- Grade: Site surcharge per geotechnical report. Structural bearing fill twelve (12) inches, compacted to ninety five (95) percent unless otherwise indicated in geotechnical report. D. Exterior side of foundation walls and retaining walls over compacted fill material as indicated in Geotechnical Report. Subsoil fill, to subgrade elevation, each lift compacted to ninety (90) percent unless indicated higher in geotechnical report. E. Fill Under Grassed Areas: Subsoil fill, to six (6) inches below finish grade, compacted to ninety (90) percent. F. Fill Under Landscaped Areas: Subsoil fill, to six (6) inches below finish grade, compacted to ninety (90) percent. 11_ G. Fill Under Asphalt Paving: Bearing fill, to depth of twelve (12) inches or as indicated on Drawings below finish paving elevation, compacted to ninety - five (95) percent, unless otherwise indicated in geotechnical report. Balance of fill below twelve (12) inches compact to ninety (90) percent unless otherwise indicated in Geotechnical report. END OF SECTION I_ 1. 02223 - Page 3 SECTION 02225 TRENCHING PART 1 - GENERAL 1.01 WORK INCLUDED A. Excavate trenches for underground utilities to existing utilities. B. Compacted bed and compacted fill over utilities to subgrade elevations or as indicated. C. Compaction requirements. 1.02 RELATED WORK PART 2 - PRODUCTS 2.01 SELECT BED AND FILL MATERIALS A. Initial backfill material shall be select trench excavation material as specified and /or meeting local agency requirements. The material shall be free of wood, roots, bark and other extraneous material. Unless otherwise required, the maximum stone size shall be three (3) inches and ninety -five (95) percent of the material shall pass a 1-1/2 inch sieve opening. B. Subsequent backfill material shall be unclassified material obtained from trench excavation. The material shall be substantially free of organic matter, wood, roots, bark and other extraneous matter. 2.02 ACCESSORIES A. Geotextile Fabric: Refer to Section 02710 and to geotechnical report for requirements. PART 3 - EXECUTION 3.01 INSPECTION A. Verify stockpiled fill to be reused is approved by soils engineer. B. Verify foundation perimeter drainage installation has been inspected. C. Verify areas to be backfilled are free of debris or water. 3.02 PREPARATION A. Identify required lines, levels, contours, and datum. Coordinate with Section 01050. B. When necessary, compact subgrade surfaces to density requirements for backfill material per Section 02223. . - 3.03 EXCAVATION A. Excavate subsoil required for storm sewer, sanitary sewer, water, gas, electrical piping to municipal utilities. B. Cut trenches sufficiently wide to enable installation of utilities and allow inspection. C. Where necessary hand trim excavation and leave free of loose matter. D. Remove lumped subsoil, boulders, and rocks larger than six (6) inches. E. Excavation shall not interfere with normal 45 degree bearing splay of foundations. F. Correct unauthorized excavation at no cost to Owner. G. Fill over - excavated areas under pipe bearing surfaces in accordance with direction by soils engineer. H. Stockpile excavated material in area designated on site and remove excess subsoil not being reused, from site. 14 I. Hand excavate to protect existing tree root lines in critical areas. Refer to Drawings for general areas. ud 02225 - Page 2 : 02225 — Page 3 1.06 REGULATORY REQUIREMENTS A. Conform to applicable state and municipal standards for type of paving work required. 1.07 TESTS A. Submit proposed mix design to Architect for review prior to commencement of work. B. Owner's testing organization will take samples and perform tests if deemed necessary by Owner under provisions of Section 01400. 1.08 SUBMITTALS A. Submit product data under provisions of Section 01340. B. Submit manufacturers' instructions and /or specifications under provisions of Section 01340. 1.09 ENVIRONMENTAL REQUIREMENTS A. Do not place asphalt when base surface temperature is less than 40 degrees F. PART 2 - PRODUCTS 2.01 MATERIALS A. Soil Sterilization: Sterilant shall be a borate chlorate type containing not less than twenty -five (25) percent sodium chlorate. Contractor may delete in specific areas if it is proven that excavations are of sufficient depth to destroy all plant roots within these areas. B. Aggregate Base: Crusher -run rock, unless noted otherwise, maximum size 1 -1/4 inches, and containing no adobe, vegetable matter, loam, or other deleterious substances. Base shall be minimum 4 inches thick, except as otherwise specified in Soils Engineering report or shown on Civil Drawings. C. Primer: Homogeneous medium curing liquid asphalt. D. Asphalt Cement: ASTM D946. E. Aggregate for Topping Mix: 1/2 inch maximum. F. Fine Aggregate: blending sand as necessary. G. Mineral Filler: Finely ground particles of limestone, hydrated lime, or other approved mineral dust, free of foreign matter. 2.02 ASPHALT PAVING MIX A. Use dry materials to avoid foaming. Mix uniformly. B. Topping Course: 5 to 7-1/2 percent of asphalt cement by weight in mixture, class B or better asphalt concrete complying to plant mix of AR- 4000W 2 inches minimum thickness after compaction, unless otherwise indicated in Soils Report or on Drawings. 02513 - Page 2 1 02513 - Page 3 !. 02513 - Page 4 SECTION 02710 SUBDRAINAGE SYSTEMS PART 1 - GENERAL 1.01 WORK INCLUDED A. Building perimeter weep drainage system. B. Filter fabric. C. Filter aggregate and setting bed. 1.02 RELATED WORK A. Geotechnical Report - Soils Investigation Data: Follow requirements, recommendations and findings of soil and subsurface report. B. Section 02222 - Excavation: Excavating subsoil for subdrainage system piping and surrounding filter aggregate. C. Section 02223 - Backfilling: Backfilling over filter aggregate, up to subgrade elevation. D. Section 02225 - Trenching 1.03 REFERENCES A. ASTM D2729 - Polyvinyl Chloride (PVC) Perforated Sewer Pipe and Fittings. B. Other materials and standards as indicated on drawings. 1.04 SUBMITTALS A. Submit shop drawings under rovisions of Section 01340. B. Submit shop drawings indicating dimensions, layout of piping, high and low points of pipe inverts, gradient of slope between corners and intersections. C. Submit product data under provisions of Section 01340. D. Submit product data on pipe, pipe accessories. E. Submit manufacturer's installation instructions under provisions of Section 01340. 1.05 PROJECT RECORD DOCUMENTS A. Submit documents under provisions of Section 01720. B. Accurately record location of pipe runs, connections, cleanouts and invert elevations. 02710 - Page 1 . PART 2 - PRODUCTS ` 2.01 PIPE MATERIALS A. Polyvinyl Chloride (PVC) Pipe: ASTM D2729; perforated; belled end; minimum 4 (four) inch inside diameter; with required fittings as manufactured by Western Plastics Corp.. or equal. 2.02 WALL DRAINAGE FILTER A. Geotextile layers: J -Drain 100 as manufactured by JDR Enterprises. Inc., or equal. 2.03 FILTER AGGREGATE A. Coarse Filter Aggregate: Clean, well graded, natural gravel or crushed stone free from shale, clay, organic materials or debris. 2.04 FILL MATERIAL A. Refer to Section 02223 for fill materials. 2.05 ACCESSORIES A. Joint Cover: Wrap drain tile with geotextile fabric layer specified herein. B. Pipe Sleeve: Continuous perforated plastic. C. Filter Fabric: Water pervious type, black polyolefin; or polyester. D. Adhesives recommended by manufacturer: Max Bond Construction ¢ ` Adhesive Co, H.B. Fuller Co., Plionail, Goodyear Liquid Nails. PART 3 - EXECUTION 3.01 EXAMINATION A. Verify that excavation base is ready to receive work, and excavations, dimensions, and elevations are as indicated on shop drawings. B. Beginning of installation means acceptance of existing conditions. 3.02 PREPARATION 02710 - Page 3 SECTION 02720 STORM WATER SYSTEMS PART 1 - GENERAL 1.01 WORK INCLUDED A. Storm drainage piping, fittings, and accessories. B. Connection of building storm water drainage system to municipal sewers or other discharge systems as indicated on Drawings. C. Catch basins, paved area drainage, manholes, and site surface drainage, as applicable. 1.02 RELATED WORK A. Geotechnical Report - Soils Investigation Data: Follow requirements, recommendations and findings of soil and subsurface report. B. Section 02223 - Backfilling: Backfilling over piping up to subgrade elevation. C. Section 02225 - Trenching: Excavating subsoil for storm system piping. 1.03 REFERENCES A. ANSI /ASTM C14 - Concrete Sewer, Storm Drain, and Culvert Pipe. B. ANSI /ASTM C76 - Reinforced Concrete Culvert, Storm Drain, and Sewer Pipe. C. ANSI /ASTM C443 - Joints for Circular Concrete Sewer and Culvert Pipe, Using Rubber Gaskets. D ANSI /ASTM D3034 - Type SDR -35 Polyvinyl Chloride (PVC) Sewer Pipe and Fittings. E. ASHTO M36 or M196 - Corrugated metal storm drainage pipe. F. ABS Pipe shall be Schedule 40. G. Other materials and standards as indicated on Drawings 02720 - Page 1 B. Accurately record location of pipe runs, connections, catch basins, . . manholes, cleanouts, invert elevations, and all changes to storm system. C. Identify and describe unexpected variations to subsoil conditions or discovery of uncharted utilities. D. Provide municipality with record drawing of storm drainage system as required. PART 2 - PRODUCTS 2.01 MANUFACTURERS - SEWER PIPE MATERIALS A. Selection of materials by Contractors shall be from manufacturers whose products meet or exceed all requirements specified herein and indicated on Drawings in accordance with applicable sections of the Standard : Specifications. 2.02 STORM DRAINAGE PIPE MATERIALS A. Contractor shall provide pipe materials and sizes indicated on Drawings. Where options may be indicated, select one and include in submittals. Comply with all standards shown for each type of optional piping specified herein and on Drawings. B. Concrete Pipe: ANSI /ASTM C14, unreinforced; inside nominal diameter and class number as indicated on Drawings. C. Unreinforced Concrete Pipe Joint Device: ANSI /ASTM C443, rubber compression gasket joints. D. Reinforced Concrete Pipe: ANSI /ASTM C76, reinforced; inside nominal diameter and class number as indicated on Drawings. E. Reinforced Concrete Pipe Joint Device: ANSI /ASTM C443, rubber compression gasket joint. 2.03 ROOF DRAIN TIGHTLINE PIPE MATERIALS A. Plastic Pipe: ANSI /ASTM D3034, Type SDR35, polyvinyl chloride (PVC) # ' Y . material; inside nominal diameter as indicated on Drawings; solvent sealed end joints complying with ASTM 2855. 2.04 PIPE ACCESSORIES • A. Joints and Fittings: Of same material and class as pipe. 2.05 CATCH BASINS, MANHOLES AND CLEANOUTS A. Types shall be as indicated on Drawings and shall conform to applicable municipal code requirements or other referenced standard specified. B. Base Pad: Provide recommended base for type of drainage structure indicated and in accordance with referenced standard specified. j 2.06 FILL MATERIAL c { A. Refer to Sections 02223 and 02225 for fill requirements. i 02720 - Page 2 • D. Provide municipality with record drawings of sanitary drainage system as required. PART 2 - PRODUCTS _ • 2.01 MANUFACTURERS A. Selection of materials by the Contractor shall be from manufacturers whose products meet or exceed all requirements specified herein and indicated on Drawings in accordance with applicable sections of the Standard Specifications. 2.02 SEWER PIPE MATERIALS A. Contractor shall provide pipe materials and sizes as indicated on Drawings. Where options may be indicated, select one and include in submittals. Comply with all standards shown for each type of optional piping specified on Drawings. 2.03 PIPE ACCESSORIES A. Joints and Fittings: Of same material and class of pipe. 2.04 MANHOLES AND CLEANOUTS A. Types shall be as indicated on Drawings and shall conform to applicable municipal code requirements or other referenced standards specified. B. Base Pad: Provide recommended base for type of drainage structure indicated and in accordance with referenced standards specified. 2.05 FILL MATERIAL A. Refer to Sections 02223 and 02225 for fill requirements. PART 3 - EXECUTION 3.01 EXAMINATION A. Verify that trench cut and excavation base is ready to receive work, and excavations, dimensions, and elevations are as indicated on Drawings. B. Beginning of installation means acceptance of existing conditions. 3.02 PREPARATION A. Hand trim excavations to required elevations. Correct over excavation with compacted fill material. Refer to Section 02225. B. Remove large stones or other hard matter which could damage drainage tile or impede consistent backfilling or compaction. 3.03 INSTALLATION - PIPE i 02730 - Page 2 02730 - Page 3 discovery of uncharted utilities. 02740 - Page 1 D. Provide municipality with record drawings of water system as required. PART 2 - PRODUCTS 2.01 MANUFACTURERS • A. Selection of materials by the Contractor shall be from manufacturers whose products meet or exceed all requirements specified herein and indicated on Drawings in accordance with applicable sections of the Standard Specifications. 2.02 WATER PIPE MATERIALS A. Contractor shall provide pipe materials and sizes as indicated on Drawings. Where options may be indicated, select one and include in submittals. Comply with all standards shown for each type of optional piping specified on Drawings. 2.03 PIPE ACCESSORIES A. Joints and Fittings: Of same material and class of pipe. 2.04 VALVES AND METER BOXES A. Types shall be a s indicated on Drawings and shall conform to applicable municipal code requirements or other referenced standards specified. 2.05 FILL MATERIAL A. Refer to Sections 02223 and 02225 for fill requirements. PART 3 - EXECUTION 3.01 EXAMINATION A. Verify that trench cut and excavation base is ready to receive work, and excavations, dimensions, and elevations are as indicated on Drawings. B. Beginning of installation means acceptance of existing conditions. 3.02 PREPARATION A. Hand trim excavations to required elevations. Correct over excavation with compacted fill material. Refer to Section 02225. B. Remove large stones or other hard matter which could damage water materials or impede consistent backfilling or compaction. 3.03 INSTALLATION - PIPE A. Install pipe, fittings, and accessories in accordance with manufacturer's instructions. Seal joints watertight. Connect from five (5) feet beyond building wall lines. 02740 - Page 2 02740 - Page 3 ,� SECTION 02800 LANDSCAPE WORK PART 1 - GENERAL 1.01 WORK INCLUDED A. Furnish all labor, materials, equipment and related items necessary to complete the work shown on the Drawings and /or Specifications. The items of work to be performed include but are not limited to: 1. Topsoil placement, treatment of subgrade and finish grading. 2. Planting of specified plant materials, sod lawn. 3. Installation of mulch, fertilizer, amendments and staking. 4. Guarantee, maintenance and protection. 5. All other related items required to complete the work in the best accepted trade practices. 1.02 RELATED WORK A. Section 02218 - Landscape Grading: placement of subsoil base in preparation of work of this section. B. Section 02811 - Underground Sprinkler System. Design build administered by the General Contractor. 1.03 ALTERNATE A. Refer to Section 01030 for modifications and alternate costs for seeding instead of sodding lawn areas. B. General requirements for hydroseeding specified in this section. 1.04 DEFINITION OF TERMS A. The term "Contractor" as used in this Specification section shall refer to the Landscape Contractor as selected by the General Contractor. B. The term "General Contractor" as used in this specification section shall refer to the prime contractor selected by the owner. 1.05 PROTECTION OF WORK, PROPERTY, UTILITIES AND PERSONS A. Provide rotection of all property, persons, work in progress, structures, utilities, walls, walks, r ubs, and paved surfaces from damages incurred arising from this Contract. The Contractor shall pay for any such damage at no additional cost to the Owner. B. Verify locations of all underground utilities prior to commencement of work. Existing known utilities have been shown on Architectural/ Engineering or Survey Drawings. The Contractor shall be responsible for the protection of said utilities. Promptly notify the General Contractor and Owner of any conflict between proposed work and obstructions. 1.06 CLEANUP . 02800 - Page 1 A. All paved surfaces and planted areas shall be kept clean of soil and debris on a daily basis. B. Contractor shall be responsible for cleaning all paved surfaces affected by landscape work prior to final acceptance. 1.07 MAINTENANCE 02800 - Page 2 02800 — Page 3 PART 2 - PRODUCTS 2.01 TOPSOIL A. Shall consist of Ceder Grove Compost "Two Way" and Growers mix in all planting beds, or approved equal. B. Contractor is responsible for supplying all topsoil and for determining the volume of topsoil required per the information on the Drawings and in the Specifications. C.. Add lime as required to bring soil to a pH of 6. Submit pH test results to Landscape Architect upon completion of amendments. 2.02 PLANT MATERIALS A. Provide trees, shrubs and plants of quantity, size, genus, species and variety shown and scheduled for landscape work and complying with recommendations and requirements of ANSI Z60.1 "American Standard for Nursery Stock ", current edition. B. Provide healthy, vigorous stock, grown in recognized nursery in accordance with good horticultural practice and free of disease, insects, eggs, larvae and effects such as knots, sun - scale, injuries, abrasions, or disfigurement. C. Label at least one tree and one shrub of each variety with a securely attached waterproof tag bearing legible designation of botanical and common name. Where formal arrangements or consecutive order of trees or shrubs are shown, select stock for uniform height and spread, and label with number to assure symmetry in planting. D. Deciduous Trees - Provide trees of height and caliper schedule or shown and with branching configuration recommended by ANSI Z60.1 for type and species required. Provide single stem trees except where special forms are shown or listed. Provide balled and burlapped (B &B) deciduous trees. Container grown deciduous trees will be acceptable in lieu of balled and burlapped deciduous trees subject to specified limitations of ANSI Z60.1 for container stock. E. Deciduous Shrubs - Provide shrubs of the height shown or listed and with not less than minimum number of canes required by ANSI Z60.1 for type and height of shrub required. Provide balled and burlapped deciduous shrubs. Container grown deciduous shrubs will be acceptable in lieu of balled and burlapped deciduous shrubs subject to specified limitations of container grown stock. F. Coniferous and Broadleafed Evergreens - Provide evergreens of size shown or listed. Dimensions indicate minimum spread for spreading and semi- spreading type evergreens and height for other types, such as globe, dwarf, cone, pyramidal, broad up- right, and columnar. Provide normal quality evergreens with well- balanced form complying with requirements for other size relationships to the primary dimension shown. Provide balled and burlapped evergreens. Container grown evergreens will be acceptable subject to specified limitations of container grown stock. 02800 - Page 4 . 2.08 SOD LAWN A. Sod shall be supplied by "JB Instant Lawn" or approved equal. Sod shall consist of 58.8% JB II, 19.60% Patriot II, 19.60% Evening Shade. B. Sod shall be premium quality, uniform green color, free of all weeds, pests, poa annua and disease. Sod shall be a minimum of (12) months old, but not more than (30) months old, and shall be delivered to the project site within (24) hours of cutting. 2.09 HYDROSEEDING (ALTERNATE) A. Fine lawn mix shall consist of the following mix or approved equal: "JB Signature Perennial Blend" consisting of the following mix or equal: 50% JB II perennial rye grass, 25% Patriot II, 25% Evening Shade. B. Hydromulch shall consist of wool cellulose fiber dyed green. 2.10 GROUND COVER 02800 - Page 5 2.12 MISCELLANEOUS LANDSCAPE MATERIALS A. Wood Headers and Edging - As shown on the plans. B. Wrapping - Tree -wrap tape not less than 4" wide, designed to prevent bore damage and winter freezing. PART 3 - EXECUTION 3.01 GENERAL A. Contractor shall verify field conditions and necessary preceding work as satisfactory to receive work of this section. Commencement of work constitutes acceptance of conditions by Contractor as satisfactory. 3.02 LANDSCAPE GRADING AND SOIL PREPARATION A. Placement and Treatment of Topsoil: Scarify all subgrades to a depth of 6 inches in two perpendicular directions. Remove all soil lumps, rocks and /or debris larger than 2 inches prior to placement of topsoil. Place a minimum of 6 inches of specified topsoil and rototill into the top 6 inches of subgrade. B. Finish Grading: 1. Finish elevation shall be defined as 2 inches below curbs, walks and /or other adjacent hardscape for all on -grade planting beds, 1 inch below curbs, walks and /or other adjacent hardscape for all sod lawn areas, and flush with �. curbs, walks and /or other adjacent hardscape for all fine lawn hydroseeded areas. Finish elevation refers to grades prior to installation of mulch or lawn. Finish grading shall be completed and approved by the Landscape Architect prior to commencement of planting. 2. Remove all rock and debris larger than 3/4 inch. Lightly compact with a roller then add additional topsoil if required to meet finish elevations. All new grades shall produce positive drainage and shall blend naturally with the existing grades. 3.03 FERTILIZER APPLICATION A. Lawn Areas: Prior to sodding or seeding apply 20 pounds of Fertilizer "A" per 1000 square feet of lawn area and rake into the top inch of topsoil. 02800 - Page 6 B. Planting Beds: Prior to planting apply 15 pounds of fertilizer "A" per 1000 square feet of planting bed area and rake into the top 2 inches of topsoil. C. Trees and Shrubs: Apply 2 Agriform tablets to each shrub planting pit and 4 Agriform tablets to each tree planting pit during installation of plant material. 3.04 STAKING AND LAYOUT A. Stake the location of all trees and shrubs with an approved coding system. For larger groupings of a single species of shrub, Contractor may stake the boundaries. Stake the boundaries of groundcover beds and lawn areas. B. No plant material shall be installed prior to the verification and approval of staking /layout by the Landscape Architect. 3.05 PLANT MATERIAL INSTALLATION A. Protect plant materials stored on site from weather damage, construction activity and the public. Balled and burlap material • which cannot be installed immediately shall be "heeled in ". Rootballs shall be protected by covering with moist soil, mulch or sawdust. Water as required to keep rootballs moist. B. Trees, shrubs and groundcover shall be planted by the planting details on the Drawings. Prune any broken roots with a sharp instrument and thoroughly soak rootballs prior to installation. Roughly scarify sides of planting pits. Install plant material high enough above finish elevation to allow for settlement and bark mulch. Water plant pits thoroughly midway through backfilling and add Agriform tablets. Water again upon completion of backfilling. Finish elevation, upon completion of planting, shall afford positive drainage away from the crown. Plant material which settles or shifts from an upright position during the construction and guarantee period shall be repositioned or replanted as required. C. Stake all trees per the planting details on the Drawings. Contractor shall remove all stakes at the end of the one year guarantee period. 3.06 MULCH INSTALLATION A. Apply 2 inches of specified mulch to all planting beds (includes all new landscaping areas which do not contain lawn or hydroseed) upon completion of each planting area. 3.07 SOD INSTALLATION A. Sod installation shall occur upon completion of finish grading, planting and mulch installation. Prior to sod placement scarify to a depth of 6 inches any finish elevations which have become heavily compacted, then follow finish grading procedure again. Apply specified fertilizer and lime and water lightly. Take precaution to avoid damaging grades while transporting and installing sod. Install sod within 6 hours of delivery to site. B. Lay sod with long edges perpendicular to slope. Alternate sod joints to form a running bond pattern. Lay sod tight with no gaps, 02800 - Page 7 ... .:...:. ... ........ _...._.......... _. .. _,.__.,_......,...___......_., ......,... vn... eW. wwn..... ......................,_...,... eMsr .,can.mcH.W *ftzM +•Nn..ssYx!r .tkY. 02800 Page 8 SECTION 02811A UNDERGROUND SPRINKLER SYSTEM (DESIGN - BUILD) PART 1 - GENERAL 1.01 WORK INCLUDED A. Drawings and general provisions of Contract, including General and Supplementary Conditions and Division 1 Specification sections, apply to work of this section. B. Description of Work: Landscape Contractor to provide designed system and construction drawings. 1.02 QUALITY ASSURANCE A. Manufacturer Qualifications: Provide underground sprinkler system as a complete unit produced by a single acceptable manufacturer, including heads, valves, piping circuits, controls and accessories. 1.03 SUBMITTALS A. Product Data: Submit manufacturer's technical data, drawings and installation instructions for underground sprinkler system. �_. 1.04 LOCATION OF HEADS A. Design location is approximate. Make minor adjustments as necessary to avoid obstructions and provide full coverage. Layout shall obtain sufficient coverage to suite manufacturer's standard heads. PART 2 - PRODUCTS 2.01 MATERIALS A. Mainline Pipe: Class 200 PVC, size as needed. B. Lateral Line Pipe (downstream from circuit valves): Class 200 PVC, size as needed. C. Valves: As approved by Architect. D. Backflow Preventer: As approved by Architect. E. Sprinkler: As approved by Architect. F. Valve Box: AMETEK 12 inch standard box with locking lid. G. Drainage Backfill: Cleaned gravel or crushed stone, graded from 3 inches maximum to 3/4 inch minimum. H. Automatic Controller: As approved by Architect. Indicate 110 volt electrical service to controller on drawings and coordinate with Design /Build Electrical. PART 3 - EXECUTION 02811A - Page 2 � .. 1� 1.07 SUBMITTALS A. Submit product data for form release, special forms, form ties, and accessories under provisions of Section 01340. 1.08 DELIVERY, STORAGE, AND HANDLING A. Deliver, store, and handle materials under provisions of Sections 01610 and 01620. B. Store off ground, ventilate and protect to prevent deterioration from moisture or damage. PART 2 - PRODUCTS 2.01 FORM MATERIALS A. Provide form material with sufficient thickness to withstand pressure of newly place concrete without excessive and objectionable bow or deflection. Forms selected by Contractor shall be smooth surface unless other textured finishes are indicated on Drawings. B. Plywood: Provide formwork for exposed painted or unpainted concrete surfaces with smooth faced undamaged plywood with straight edges acceptable to Architect, to provide continuous, straight, smooth as -cast surfaces. Finish in largest practicable sizes to minimize number of joints. C. Glass Fiber Fabric Reinforced Plastic Forms: Matched, tight fitting, stiffened to support weight of concrete without deflection detrimental to structural tolerances and appearance of finished concrete surface; acceptable to Architect. D. Lumber: Douglas Fir species; #2 grade; with grade stamp clearly visible, free of warps, twists and surface irregularities. E. Steel: Minimum 16 gage sheet, well matched, tight fitting, stiffened to - support weight of concrete without deflection detrimental to tolerances and appearance of finished surfaces, acceptable to Architect. F. Tubular Column: If indicated on Drawings, provide round, of spirally . wound laminated fiber type; surface treated with release agent; of size indicated. G. Other form types proposed by the Contractor shall be subject to the approval of the Architect. 2.02 FORMWORK ACCESSORIES A. Form Ties: Removable or Snap -off metal of fixed adjustable length; 1 -1/2 inch break back dimension; free of defects that will leave holes no larger than 1 -1/4 inches diameter in concrete surface. Select type designed to prevent form deflection and spelling of concrete surfaces upon removal. B. Form Release Agent: Colorless material which will not stain concrete, absorb moisture, or impair natural bonding or color characteristics of final coating system intended for use on concrete; manufactured by Nox -Crete • Chemical. Inc„ or equal. C. Fillets for Chamfered Edges and Reveals: Wood strips or rigid plastic type at Contractor's option; sizes and shapes as indicated on Drawings; maximum possible lengths. Plastic type "Flex - Linen" Scott Strips as manufactured by Scott Systems. Inc., or equal. 03100 - Page 2 • A. Provide formed openings where required for work embedded in or passing ` 1.05 SHOP DRAWINGS A. Submit shop drawings under provisions of Section 01340. B. Indicate sizes, spacings, locations and quantities of reinforcing steel, wire fabric, bending and cutting schedules, splicing, stirrup spacing, supporting and spacing devices and other pertinent data as applicable. 03200 - Page 1 C. Prepare shop drawings under seal of professional structural engineer registered in the State of project location only when design is by Contractor. . 1.06 CERTIFICATES A. Submit mill test certificates of supplied concrete reinforcing, indicating physical and chemical analysis only upon request by Architect /Engineer. 1.07 DELIVERY, STORAGE AND HANDLING A. Delivery, store and handle materials under provisions of Sections 01610 and 01620. B. Store reinforcement at job site and protect in a manner to prevent damage and accumulation of dirt and excessive rust which might reduce or destroy bond with concrete. 1.08 TESTS AND INSPECTIONS A. Perform tests and inspections of reinforcing steel under provisions of Section 01400. B. Provide inspections as required per UBC 305(A)4. PART 2 - PRODUCTS 2.01 MATERIALS A. Reinforcing Steel: ASTM A615, 60 ksi yield grade billet -steel plain or deformed bars, and sizes and types as indicated on Drawings. Unless otherwise indicated, provide uncoated finish. B. Welded Steel Wire Fabric: ANSI /ASTM A185 plain type; in flat sheets or coiled rolls; as indicated on Drawings. Unless otherwise indicated, provide uncoated finish. C. Stirrup Steel: ANSI /ASTM A82. Size and types as indicated on Drawings. 2.02 ACCESSORY MATERIALS A. Tie Wire: Except as otherwise indicated on Drawings, provide minimum 16 gage annealed type. B. Chairs, Bolsters, Bar Supports, Spacers: Sized and shaped for strength and support of reinforcement during installation and placement of concrete. C. Chairs, Bolsters, Bar Supports, Spacers Adjacent to exposed -to -view Architectural Concrete Surfaces: Provide plastic coated, plastic tipped, or Stainless steel type; sized and shaped as required. . i 2.03 FABRICATION A. Fabricate in accordance with ACI 315, providing concrete cover specified � �. 03200 - Page 3 SECTION 03300 CAST -IN -PLACE CONCRETE PART 1 - GENERAL 1.01 WORK INCLUDED A. Cast -in -place concrete footings shear walls, foundation walls, retaining walls, columns, and other formed concrete systems as applicable and indicated on Drawings. B. Floors and slabs on grade, fill and structurally supported systems. C. Walks, curbs, equipment pads, light pole bases and other items as applicable and as indicated on Drawings. 1.02 RELATED WORK A. Section 01400 - Quality Control: Testing laboratory services. B. Section 02211 - Rough Grading: Subgrade and base for floor slab. C. Section 02372 - Auger Cast Piling: Concrete D. Section 03100 - Concrete Formwork. E. Section 03200 - Concrete Reinforcement and Welded Wire Fabric. F. Section 03366 - Post - tensioned Structural Concrete Specimens in the Field. E. ASTM C33 - Concrete Aggregates. F. ASTM C94 - Ready -Mixed Concrete. G. ASTM C143 - Standard Test Method for Slump of Portland Cement Concrete. H. ASTM C150 - Portland Cement. I. ASTM C172 - Standard Method of Sampling Fresh Concrete. J. ASTM C260 - Air - Entraining Admixtures for Concrete. K. ASTM C470 - Standard Specification for Molds for Forming Concrete Test Cylinders Vertically. L. ASTM C494 - Chemical Admixtures for Concrete. 03300 - Page 1 M. ASTM D2103 - Polyethylene Film and Sheeting. . 1.04 QUALITY ASSURANCE • A. Perform work in accordance with ACI 301. B. Obtain materials from same source throughout the Work. C. Comply with the following concrete plant standards: 1. NRMCA - National Ready Mix Concrete Association 2. CPMB - Concrete Plant Manufacturers Bureau 3. CSMD - Control Systems Manufacturers Division 1.05 REGULATORY REQUIREMENTS A. Conform to applicable codes, ordinances or regulations of governing authority requirements for tests, inspections and approvals of the work of this section and related sections. 1.06 TESTS A. Testing and analysis of concrete will be performed under provisions of Section 01400. B. Submit proposed mix design of each class of concrete to appointed firm for review prior to commencement of work. C. Testing firm will take cylinders and perform strength, slump and air entrainment tests in accordance with ACI 301 and applicable ASTM Standards for testing as indicated herein under Article 1.03. D. Tests of cement and aggregates will be performed to ensure conformance with requirements stated herein. E. Three concrete test cylinders will be taken for every 100 or less cu yds. of each class of concrete placed each day. F. One additional test cylinder will be taken during cold weather and cured on site under same conditions as concrete it represents. G. Slump tests will be taken for each set of test cylinders taken in accordance with ASTM Standards. 1.07 PRODUCT DATA A. Submit product data under provisions of Section 01340. B. Provide product data for specified or proposed products, including proposed admixtures and curing materials and methods. C. Submit manufacturers' instructions under provisions of Section 01340. PART 2 - PRODUCTS 2.01 CONCRETE MATERIALS A. Cement: ASTM C150, normal - Type I. Portland type; grey color. Other types proposed by the Contractor will be subject to approval by Architect. B. Fine and Coarse Aggregates: ASTM C33. C. Water: Clean and not detrimental to concrete. 2.02 ADMIXTURES 03300 - Page 2 . 03300 - Page 3 • .!. 03300 - Page 4 C. Apply bonding agent on base course in accordance with manufacturer's instructions or apply sand and cement slurry coat on base course immediately prior to placing toppings. D. Place concrete floor toppings to required lines and levels. 3.05 CONCRETE WALKS A. Cast -In -Place Walks: Provide concrete walks over compacted base where indicated on Drawings. All walks to be 4 inches minimum depth with minimum 12 x 12/W2.9 x 2.9 reinforcing mesh. Wood float for level surface, metal trowel top surface and edges, and provide light broom finish for non -skid surface. Provide preformed expansion joint fillers not to exceed 20 foot intervals, and scored joints not to exceed 5 foot intervals, unless otherwise shown on Drawings or directed by the Architect. Concrete types as specified herein. B. Textured Concrete Walks: If indicated on Drawings, provide concrete walks over subgrade compacted base to 95% of its maximum density where indicated on Drawings. All walks to be 4 inches minimum depth with minimum 12 x 12/W2.9 x 2.9 reinforcing mesh. Wood float for level surface, metal trowel top surface and edges, and provide exposed aggregate (3/8 inch pea gravel). Provide preformed expansion joint fillers not to exceed 20 foot intervals, and scored Joints not to exceed 5 foot intervals, unless otherwise shown on Drawings or directed by the Architect. Concrete types as specified herein. 3.06 CONCRETE CURBS A. Cast -In -Place Curbs: Where indicated on Drawings, concrete curbs to be cast -in -place of type shown on Drawings, or per City requirements. Install all concrete curbs within horizontal and vertical tolerances of 1/4 inch. Concrete types as specified herein. B. Extruded Concrete Curbs: Extruded concrete curbs shall be located as indicated on the Drawings and meeting City requirements or APWA Standard Plan 6A, and shall be constructed and installed in the following manner: 1. Any curb except on structure may be placed by using extrusion machine, provided finished curb is true to line and grade and concrete is dense and of required surface texture. 2. Concrete after extrusion shall have well - defined web marks of water on surface and be free from surface pits larger than 3/16 inch in diameter. 3. The concrete shall contain a minimum of six (6) sacks (564 pounds) of cement per cubic yard. An air entraining agent shall be added during mixing in an amount to produce from five percent (5 %) to eight percent (8 %) air by volume in the mixed concrete. 4. Concrete shall be of such consistency that, after extrusion, will maintain the shape of curb section without support. It shall contain the maximum amount of water that will permit this result. 5. In advance of placing curb on existing pavement or base, surface shall be thoroughly cleaned and an adhesive shall be applied. Cleaning of the pavement or base shall be accomplished by wire +� brushing or by blast cleaning. Cleaned surface shall be free from dust, loose material, oil and /or paint. Provide #3 deformed bar in pavement for anchoring the curb per APWA requirements. 03300 - Page 6 ' to allow water to drain. Weephole intervals shall not exceed 10'-0" - on center. 3.07 FINISHING A. Provide concrete surfaces to be left exposed with finish surfaces as indicated in Schedule of Finishes at the end of this Section. B. Provide Class A tolerances to floor slabs and toppings according to ACI 301. Slabs used as forms for concrete tilt -up walls shall be level and smooth (if applicable to work specified or indicated on drawings, see Section 03470 - 3.06 tolerences). C. Finish floors and other cast -in -place surfaces in accordance with Schedule of Finishes included in this Section. D. Pitch to drains as indicated on Drawings. E. Concrete Floor Sealer: Before applying surface hardener to concrete floors, remove all grease, oil, paint, bond breaker, curing compounds and other types of substances with solvent or detergent cleaning solutions, followed by clean, hot water rinse. Allow concrete to cure for a minimum of - 30 days. Apply in accordance with manufacturer's specifications and directions to adequately cover all areas. Keep all traffic off surfaces until finish coating has properly dried. 3.08 PATCHING A. Notify Architect immediately upon removal of forms. B. Patch imperfections as specified in Section 03732. 3.09 DEFECTIVE CONCRETE A. Modify or replace concrete not conforming to required levels and lines, details, and elevations. B. Repair or replace concrete not properly placed or of the specified type. 3.10 FIELD QUALITY CONTROL A. Field inspection and testing will be performed under provisions of Section 01400. B. Maintain records of placed concrete items. Record date, location of pour, quantity, air temperature, and test samples taken. 3.11 PROTECTION A. Protect finished work under provisions of Section 01620. B. Immediately after placement, protect concrete from premature drying, excessively hot or cold temperatures, and mechanical injury. C. Maintain concrete with minimal moisture loss at relatively constant temperature for period necessary for hydration of cement and hardening of ,. concrete. 3.12 SCHEDULE OF FINISHES A. Provide the following finishes for exposed concrete surfaces as applicable to work shown on Drawings. 1. Floor Slab or Toppings: Steel trowel smooth finish. 03300 - Page 8 r.. IT 2. Concrete Walks: Broom finish unless otherwise indicated on Drawings. 3. Cast -In -Place Curbs: Form and steel trowel finish. 4. Cast -In -Place Walls: Form surface with sack rubbed smooth finish. 5. Concrete Columns: Form surface with sack rubbed smooth finish. 6. Extruded Curbs: Form finish. C 7. Tilt -up walls: Finish surfaces per Section 03470. END OF SECTION 03300 - Page 9 • L. ANSI /ASTM C260 - Air - Entraining Admixtures for Concrete. M. ASTM A233 - Steel Arc Welding Electrodes. N. ANSI /AWS D1.1 - Structural Welding Code - Steel. O. ANSI /AWS D1.4 - Structural Welding Code - Reinforcin9 Steel. P. ASTM A325 - High Strength Bolts for Structural Steel Joints. Q. ASTM A615 - Deformed and Plain Billet -Steel Bars for Concrete Reinforcement. R. PCA Manuals PA079B - Tilt -Up Concrete Walls and SR233B - Tilt - Construction. S. ASTM C33 - Concrete Aggregates. T. ASTM C94 - Ready -Mix Concrete. U. PCI Manual for Structural Design of Architectural Precast Concrete. V. PCI MNL -117 - Manual for Quality Control for Plants and Production of Architectural Precast Concrete Products. W. Other materials and standards as indicated on drawings. 1.05 SYSTEM DESCRIPTION A. Members erected and installed to withstand own weight, design loads due to pressure and suction of wind, erection forces, and live and dead loads as indicated. B. Component connections to accommodate building movement. Provide adjustment to accommodate misalignment of structure without permanent distortion, damage to components, wracking of joint connections, breakage of seals, or moisture penetration. 1.06 QUALITY ASSURANCE A. Design lifting members for erecting panels under direct supervision of Professional Engineer experienced in design of tilt -up concrete units. B. Conform to requirements of PCI Manual for Structural Design of Architectural Precast Concrete and to ANSI /ACI 318. C. Comply with Concrete Plant Standards as indicated in Section 03300. D. Obtain materials from same source throughout the work. E. Precast Fabricators and Erectors: Qualified in accordance with PCI MNL - 117. F. Welding: ANSI /AWS D1.1 for steel and ANSI /AWS D1.4 for reinforcing ' steel. 1.07 REGULATORY REQUIREMENTS A. Conform to applicable codes, ordinances or regulations of governing authority requirements for tests, inspections and approvals of the work of this Section and related Sections. 1.08 MIX DESIGN A. Submit proposed mix design for approval under provisions of Section • 01400 before starting work. 1.09 SUBMITTALS A. Submit shop drawings under provisions of Section 01340. 03470 - Page 2 2.04 SUPPORT DEVICES A. Connecting and Support Devices: ANSI /ASTM A36 weldable steel. Grade and type as indicated on Drawings. B. Bolts, Nuts, and Washers: ANSI /ASTM A307; unless otherwise indicated on Drawings. Types and sizes as indicated on Drawings. C. Tilt -Up Erection Hardware: Burke Concrete Accmorles. Inc„ or equal. 2.05 ACCESSORIES A. Chamfer and reveal strips as specified in Section 03100. 2.06 MIX A. Mix concrete in accordance with ASTM C94. B. Provide concrete for tilt -up precast wall panels of the following characteristics: 1. Compressive Strength - (7 days): 2000 psi (minimum) 2. Compressive Strength - (28 days): 4000 psi (minimum) 3. Air Entrainment: 5 -7% for concrete exposed to freeze -thaw cycles and per recommendations of ACI 308. 4. Slump: Four (4) inches (maximum) PART 3 - EXECUTION 3.01 INSPECTION A. Verify building structure, anchors, devices, and openings are ready to receive work of this Section. B. Beginning of installation means acceptance of existing conditions. 3.02 PREPARATION • A. Provide for erection procedures and induced loads during erection. Maintain temporary bracing in place until final support is provided. B. Provide necessary hoisting equipment. 3.03 FABRICATION A. Maintain fabrication records and quality control program during production of tilt -up units. Make records available to Architect / Engineer upon request. B. Use rigid forms, constructed to maintain tilt -up unit uniform in shape, size, and finish. C. Maintain consistent quality during fabrication. D. Embed reinforcing steel, anchors, insets, plates, angles, and other cast -in items as indicated on Drawings. E. If applicable to work shown on Drawings, place and embed recessed flashing reglets shown on Drawings and specified in Section 07620, ; continuous and straight. F. Fabricate connecting devices, plates, angles, items fit to steel or wood framing members, inserts, bolts, and accessories. Fabricate to permit initial placement and final attachment. G. Locate hoisting crane to provide minimum use of floor slab. Contractor shall be responsible for distribution of crane weight on floor slab if used. Damaged sections of floor slab shall be replaced at the Contractor's cost. H. Cure units to develop concrete quality, and to minimize appearance blemishes such as non - uniformity, staining, or surface cracking. Refer to Section 03300 for curing requirements. I. Identify each tilt -up unit to corresponding code on erection drawings. 3.04 FINISH - TILT -UP UNITS 03470 Page 6 � C. Where structural repairs are required, install reinforcement splices under direct supervision of Professional Structural Engineer involved in original design of the work. All related costs and fees for structural repair work shall be borne by the Contractor. D. Welding: ANSI /AWS D1.4. • 1.07 FIELD SAMPLES A. Provide typical patch and repair on existing areas for review by Architect /Engineer. B. Provide analysis and testing of structural repairs under provisions of Section 01400. C. Locate, patch and repair where directed by Architect. D. When accepted, sample panel will demonstrate minimum standard for the Work. 1.08 DELIVERY, STORAGE, AND HANDLING A. Deliver products to site under provisions of Section 01610. B. Store and protect products under provisions of Section 01620. C. Comply with instructions for storage, shelf life limitations, and handling. PART 2 - PRODUCTS 2.01 READY -TO -USE MATERIALS A. Prepared patching mortars shall be types selected specially for intended use and subject to Architect review and approval. B. All patching materials used shall be compatible with applied paint finishes specified in Section 09900. 2.02 PATCHING MATERIALS A. Epoxy Resin: Two -part epoxy adhesive containing 100 percent solids, meeting the following minimum characteristics: CharacteristiQ Test Method Results k. 1 Bond Strength ANSI /ASTM C882 2,700 psi Tensile Strength ASTM D638 6,600 psi Elongation ASTM D638 2 percent at 7 days at 70 F (21 C) Flexural Strength ASTM D790 8,000 psi Compressive Strength ASTM D695 6,500 psi I B. Bonding Agent: Polyvinyl acetate emulsion, used as bond coat or admixture in cement, dispersed in water while mixing, non - coagulant in 03732 - Page 2 ;yy� in Section 09900. C. Refer also to PCA Manual IS134.03T for recommendations for preparation and patching of concrete surfaces receiving paint coating system. D. Where injection method is used, provide temporary entry ports spaced to accomplish movement of fluids between ports, no deeper than the depth of 03732 - Page 3 the crack to be filled. Limit port size diameter to be no greater than the thickness of the crack. Provide temporary seal at concrete surface to prevent leakage of adhesive. E. For areas to be patched, remove broken, loose, and soft concrete. Remove corrosion from steel. Clean surfaces mechanically; wash and rinse with water. F. Sandblast clean the exposed reinforcement steel surfaces. Mechanically cut away damaged portions of bar as directed by Structural Engineer. 3.03 REPAIR WORK A. Repair exposed structural, shrinkage, and settlement cracks of concrete by the epoxy injection method. B. Repair palling, exposed honeycomb or stone pocket areas, and all recessed structural and panel pick -up embeds exposed to view or weather. Fill voids flush with surface. Apply surface finish to match finish of adjacent surfaces. C. Repair reinforcement by welding new bar reinforcement to existing reinforcement or with sleeve splices as directed by Structural Engineer. Strength of welds to meet or exceed original stress values as required by Structural Engineer. D. Seams and protrusions on exterior wall surfaces exposed to view or interfering with other work, shall be ground smooth and aligned to adjacent surfaces. Grooves or uneven work shall be further ground and patched for smooth finish. • 3.04 INJECTION - EPDXY RESIN ADHESIVE A. Inject adhesive into prepared ports under pressure using equipment appropriate for particular application. • B. Begin injection at lower entry port and continue until adhesive appears in adjacent entry port. Continue from port to port until entire crack is filled. C. Remove temporary seal and excessive adhesive. D. Clean surfaces adjacent to repair and blend finish. 3.05 APPLICATION - EPDXY MORTAR A. Trowel apply mortar mix to proper depth and width of area to be patched. Tamp into place filling voids at spalled areas. Finish flush to adjacent surfaces. B. For patching honeycomb, trowel mortar onto surface, working into honeycomb to bring surface flush with surrounding area. Finish trowel surface to match surrounding area. C. Cover exposed steel reinforcement with epoxy mortar; feather edges to flush surface. 3.06 APPLICATION - CEMENTITIOUS MORTAR A. Apply brush or roller coating of bonding agent to concrete surfaces. Provide full surface coverage. Follow manufacturer's installation instruction. B. Apply cementitious mortar by steel trowel. Tamp into place filling voids at 4• spalled areas. Work mix into honeycomb. Finish trowel surfaces flush with surrounding area. 03732 - Page 4 03732 Page 5 SECTION 04100 MORTAR AND GROUT PART 1 - GENERAL 1.01 SECTION INCLUDES A. Mortar and grout for masonry and glass masonry units. 1.02 RELATED WORK A. Section 01400 - Quality Control. B. Section 04236 - Shop Fabricated Masonry Panels: Masonry types, mortar and grout. C. Section 04270 - Glass Unit Masonry (if applicable to this project): Glass Block units. D. Section 04300 - Unit Masonry System: Field installation of masonry units, mortar and grout. 04100 - Page 1 1.06 ENVIRONMENTAL REQUIREMENTS A. Maintain materials and surrounding air temperatures to minimum 50 degrees F (10 degrees C) prior to, during, and 48 hours after completion of masonry work. PART 2 - PRODUCTS 2.01 MATERIALS A. Portland Cement: ASTM C150, Types I and II. B. Mortar, Sand or Aggregate: ASTM C144, standard masonry type. C. Hydrated Lime: ASTM C207, Type S. D. Grout Aggregate: ASTM C404. E. Limes: No lime shall be used in grout. F. Water: Clean and potable. 2.02 MORTAR COLOR A. Mortar Color: Match existing mortar and grout color or as selected by Architect from standard color range. 2.03 MORTAR MIXES A. Mortar for Non -Load Bearing Walls and Partitions and glass block units (if used for this project): ASTM C270, Type S using the Property Method. PART 3 - EXECUTION 3.01 MORTAR MIXING A. Thoroughly mix mortar ingredients in quanitites needed for immediate use in accordance with ASTM C270. ' B. Add mortar color in accordance with manufacturer's instructions. Provide uniformity of mix and coloration. ,. C. Do not use anti - freeze compounds to lower the freezing point of mortar. D. If water is lost by evaporation, retemper only within two hours of mixing. E. Use mortar within two hours after mixing at temperatures of 80 degrees F (26 degrees C), or two- and - one -half hours at temperatures under 50 degrees F (10 degrees C). '. 3.02 GROUT MIXES A. Grouts for Masonry: Strengths as noted on drawings or specified; vary proportions as necessary to produce required strengths; proportions in general as follows. Use Portland Cement and standard sand, unless otherwise noted or specified; add sufficient water to produce slumps required in the structural notes. B. Regular Grout: For spaces up to 2 inches in width, provide Portland ' )/ Cement and sand mix with strength and slump requirements shown on ? drawings. For spaces 2 inches or more in width, provide Portland Cement, 04100 - Page 2 sand and course aggregate mix with strength and slump requirements shown on drawings or specified. ( C. Mixing Masonry Mortars and Grouts: Unless otherwise specified, provide 04100 — Page 3 • SECTION 05120 STRUCTURAL STEEL PART 1 - GENERAL 1.01 WORK INCLUDED A. Structural steel framing members, structural steel support members which form part of structural framing system, with required bracing, welds, and fasteners. B. Baseplates, connectors, bearing plates and other miscellaneous structural parts. 1.02 RELATED WORK A. Sections 03300 - Cast -In -Place Concrete: Concrete anchorage devices for attachment to structural steel as applicable. B. Section 05210 - Steel Joists (if applicable to this project). C. Section 05311 - Steel Roof Deck: Support framing for metal deck (if applicable to this project). D. Section 05313 - Steel Floor Deck: Support framing for metal deck (if applicable to this project). E. Section 05500 - Metal Fabrications: Non - framing steel fabrications affecting structural steel work. F. Section 09900 - Painting: Painting exposed steel as applicable. G. Section 14245 - Elevator: Rail support and dividers (if applicable to this project). �. C. Indicate welded connections using standard AWS welding symbols. Indicate net weld lengths. D. Provide mill certificates for shop weld tests. E. Where design of structural framing members or systems is required of steel fabricator, prepare shop drawings and calculations under seal of a Professional Structural Engineer registered in State of project location. 1.05 DELIVERY, STORAGE AND HANDLING A. Deliver products to site under provisions of Section 01610. B. Store and protect products under provisions of Section 01620. PART 2 - PRODUCTS 2.01 MATERIALS A. Structural Steel Members: ASTM A36 or ASTM A572 GR.50 as indicated on Drawings. B. Steel Pipe: ASTM A53, Grade B, if indicated. C. Structural Tubing: ASTM A500, Grade B, unless otherwise indicated on Structural Drawings. D. Bolts, Nuts, and Washers: ASTM A325F or A307 as indicated on Structural Drawings. E. Rivets: ASTM A502; high strength hot - driven type or carbon or carbon - manganese steel as required to meet design requirements. F. Weldhead Studs: ASTM A108 or as indicated on Structural Drawings. G. Welding Materials: AWS D1.1; type required for materials being welded. Comply with ASTM A233 for electrodes for welding unless otherwise indicated on Structural Drawings. H. Shop and Touch -up Primer: SSPC paint 15, Type 1, Red Oxide. 1. Primer for Exterior Exposed Painted Structural Steel: Comply with Standards of SSPC as applicable to work indicated. Ferrous metals (non - galvanized) shall be fabricated from commercial quality steel with SP6 shop primer producing a smooth matte surface for protection and to promote good paint adhesion, shop primer shall be high performance, two component 56% solid epoxy primer, such as Tnemec, or equal. Primer shall be resistant to abrasion, chemical attack, immersion, and compatible with finish coats if indicated on Drawings and specified in Section 09900. J. Grout: "Embeco" high- strength, non - shrink grout manufactured by Master Builders. Grout shall be that upon which design is based on an equal approved by Architect /Engineer. Strengths as indicated on Drawings. K. Templates: Furnish, together with instructions for accurate setting of anchors, anchor bolts and bearing plates. Ascertain that items are properly set during progress of the work. 2.02 FABRICATION A. Fabricate structural steel members in accordance with AISC Specification. B. Properly mark and match -mark materials for field assembly and for , identification as to structure and site for which intended. Fabricate for delivery sequence which will expedite erection and minimize field handling of materials. 05120 - Page 2 C. Where finishing is required, complete the assembly, including welding of units,before start of finishing operations. Provide finish surfaces of PART 3 - EXECUTION 3.01 ERECTION A. Erect structural steel in accordance with AISC Specification to lines and elevations indicated. B. Make provision for erection loads, and for sufficient temporary bracing to maintain structure safe, plumb, and in true alignment until completion of erection and installation of permanent bracing. C. Establish permanent benchmarks necessary for the accurate erection of structural steel. Check elevations of concrete bearing surfaces, and locations of anchor bolts and similar items, before erection proceeds. D. Comply with AWS Code for procedures, appearance, and quality of welds, and for methods used in correcting welding. Use WABO certified welders. E. Pack grout solidly between bearing surfaces and bases or plates to ensure that no voids remain. F. Perform necessary adjustments to compensate for discrepancies in elevations, alignment and tolerances. G. Do not field cut or alter structural members without approval of Architect /Engineer. H. After erection, prime welds, abrasions, and surfaces not shop primed, except surfaces to be in contact with concrete. Use a primer consistent with shop coat. I. Do not permit erection of joist framing or other systems until structural framing is permanently installed and test results are in compliance with applicable requirements. 3.02 FIELD QUALITY CONTROL A. Field inspection and testing will be performed under provisions of Section 01400 and supplemental notes on Structural Drawings. 05120 - Page 3 B. Deficiencies in structural steel work which inspection and test reports indicate not to be in compliance with specified requirements shall be corrected at no additional cost to Owner. Perform all additional tests required to reconfirm non - compliance of original work and to show compliance of corrected work. SECTION 05500 METAL FABRICATIONS PART 1 - GENERAL 1.01 WORK INCLUDED A. Shop fabricated ferrous metal items, galvanized or prime painted. B. Refer to Drawings and Schedule at end of this Section. 1.02 WORK FURNISHED BUT INSTALLED UNDER OTHER SECTIONS A. Furnish metal fabrications to be cast in concrete to Section 03300 - Cast- , In -Place Concrete. B. Furnish metal fabrications to other trades as applicable to work shown on Drawings and specifications, and not included for general structural work. 1.03 RELATED WORK A. Section 05120 - Structural Steel: Structural bearing plates, angles, gussets, stiffeners, and other structural items including anchorage devices. B. Sections 05311 - Steel Roof Deck; 05313 - Steel Floor Deck: Plates, angles and accessories, including anchorage devices. bolts. C. Section 05210 - Steel Joists: Bearing plates including anchorage. D. Section 05510 - Metal Stairs: Stair framing sytems. E. Section 05520 - Handrails and Railings: Manufactured Railing System. F. Section 08111 - Standard Steel Door Frames: Manufactured frames. G. Section 09900 - Painting: Cleaning, preparation and paint finish. 1.0 4 REFERENCES A. ASTM A36 - Structural Steel. B. ASTM A53 - Pipe, Steel, Black and Hot - Dipped, Zinc - coated Welded and Seamless as indicated or applicable. C. ASTM A283 - Low and Intermediate Tensile Strength Carbon Steel Plates, Shapes and Bars. D. ASTM A307 - Low - Carbon Steel Externally and Internally Threaded Fasteners. E. ASTM A325 - High Strength Bolts for Structural Steel Joints. F. ASTM A480 - Flat - Rolled Stainless and Heat - Resisting Steel Plate, Sheet, and Strip. G. ASTM A500 - Cold- formed Welded and Seamless Carbon Steel Structural Tubing in Rounds and Shapes as indicated or otherwise required. H. ASTM A501 - Hot- formed Welded and Seamless Carbon Steel Structural Tubing as indicated or otherwise required. I. AWS D1.1 - Structural Welding Code. J. FS TT -P -641 - Primer Coating, Zinc Dust -Zinc Oxide (for Galvanized Surfaces.) K. SSPC - Standards for Cleaning, Preparation and Shop Paint Primers for Ferrous Metals. 1.05 SHOP DRAWINGS 05500 - Page 1 1.05 SHOP DRAWINGS A. Submit shop drawings under provisions of Section 01340. B. Indicate profiles, sizes, connection attachments, reinforcing, anchorage, size and type of fasteners, and accessories. C. Include erection drawings, elevations, and details where applicable. D. Indicate welded connections using standard AWS welding symbols. Indicate net weld lengths. E. Where additional or supplemental structural design is required of fabricator, prepare shop drawings under seal of a Professional Structural Engineer registered in the state of project location. PART 2 - PRODUCTS 2.01 MATERIALS A. Steel Sections: ASTM A36. B. Steel Tubing: ASTM A500, Grade B. C. Steel Pipe: ASTM A53, Grade B. D. Bolts, Nuts, and Washers: ASTM A307 or A325. E. Welding Materials: AWS D1.1; type required for materials being welded. F. Primer: Comply with standards of SSPC as applicable to work indicated. Ferrous metals (non - galvanized) shall be fabricated from commercial quality steel with SP6 shop primer producing a smooth matt surface for protection and to promote good paint adhesion. Shop primer shall be high performance, two component, 56% solid epoxy primer, such as Tnemec, or equal. Primer shall be resistant to abrasion, chemical attack, emersion, and compatible with finish coats if indicated on Drawings and specified in Section 09900. G. Touch -up Primer for Galvanized Surfaces: FS TT -P -641, or other types recommended by fabricator and compatible with shop primer. H. Grout: Where required, provide "Embeco" high - strength, non - shrink grout, or equal. 2.02 FABRICATION A. Verify dimensions on site prior to shop fabrication. B. Fabricate items with joints tightly fitted and secured. C. Fit and shop assemble in largest practical sections, for delivery to site. D. Grind exposed welds flush and smooth with adjacent finished surface. Ease exposed edges to small uniform radius. E. Exposed Mechanical Fastenings: Flush countersunk screws or bolts; unobtrusively located; consistent with design of structure, except where specifically noted otherwise. F. Make exposed joints butt tight, flush, and hairline. G. Supply components required for anchorage of metal fabrications. Fabricate anchorage and related components of same material and finish as metal fabrication, except where specifically noted otherwise. 2.03 FINISH A. Clean surfaces of rust, scale, grease, and foreign matter prior to finishing. 05500 - Page 2 Y . • Drawings or specified elsewhere. B. The Schedule is a list of principal steel items only. Refer to Drawings for items not specifically scheduled. C. Provide paint or galvanized primers as applicable to and compatible with paint coatings as indicated in Section 09900. Touch -up welds with compatible primers. D. Steel supports and brackets not included in Section 05120; prime paint finish. E. Steel wall ladders with rungs, side rails, steel mounting brackets and attachments as detailed or indicated on Drawings; prime paint finish. Fabricate in accordance with industry standards and OSHA requirements. F. Bumper posts or bollards and guard rails; prime paint finish. G. Fabricated Joist hangers, joist strap anchors; post connectors; prime paint finish. H. Ledge and shelf angles, channels and plates not attached to or part of structural framing system; prime paint finish. I. Lintels; prime paint finish. 05500 - Page 3 re J. Fabricated trash enclosure access doors and frames and hardware; other 05500 - Page 4 A. Rough Carpentry Lumber: Visible grade stamp, of WWPA, WCLIB, or other agency certified by National Forest Products Association (NFPA), as applicable to materials indicated. B. Plywood Grading Agency: Certified by APA. 1.05 REGULATORY REQUIREMENTS A. Conforming to applicable governing code requirements for wood preservative treatments, fire retardant, and size and type of fasteners. B. Conform to UL requirements to achieve rating indicated on Drawings. 1.06 SUBMITTALS A. Submit product data under provisions of Section 01340. B. Provide technical data on wood preservative materials and application - instructions. C. In lieu of grade stamping exposed -to -view lumber and plywood, submit manufacturer's certificate under provisions of Section 01400 that products meet or exceed specified requirements. 1.07 DELIVERY, STORAGE, AND HANDLING A. Do not deliver lumber or shop fabricated carpentry items until site conditions are adequate to receive the work. Protect items from weather while in transit and on site. B. When feasible, store indoors, in ventilated areas with a constant, minimum temperature of 50 degrees F, maximum relative humidity of 55 percent. C. In addition to above requirements, comply with the provisions of Sections 01610 and 01620 as applicable. PART 2 - PRODUCTS 2.01 ROUGH CARPENTY MATERIALS A. All materials, unless otherwise specifically approved in advance by the Architect, shall meet or exceed the following as applicable to work shown on the Drawings or required. Materials specified herein, and not pertinent to work shown on Drawings, are to be disregarded. • 1. Sills: If indicated on the Drawings, provide Redwood, foundation grade, or pressure treated Douglas Fir (D.F.), #2 grade. 2. Studs and Plates: D.F. #2 grade, unless otherwise shown on Drawings. 3. Lintels, Ledgers and Headers: D.F. #2 grade, unless otherwise shown on Drawings. 4. Other Vertical and Horizontal Framing Members: D.F. #2 grade, unless otherwise shown on Drawings. 5. Blocking: D.F. Utility grade or #2 grade. 6. Fire /Draft Stops: When of wood, D.F. #2 grade, two inches (nominal) in thickness by the full width of the opening being blocked. 7. Insulation Blocking, Wood Expansion Joints, and Wood Roof Cants: Pressure treated D.F. #2 grade. See also Section 07514. 06001 . Page 2 1i 1.06 SUBMITTALS A. Submit product data under provisions of Section 01340. B. Provide technical data on wood preservative materials and application instructions if applicable to specified or installed materials. 1.07 DELIVERY, STORAGE AND HANDLING A. Store and protect products under provisions of Section 01620. PART 2 - PRODUCTS 2.01 LUMBER MATERIALS A. Lumber Grading Rules: WCLIB, WWPA, or other agency certified by National Forest Products Association (NFPA), as applicable. B. Purlin Framing: Species, grade and size classification as indicated on Structural Drawings. 19 percent maximum moisture content. Refer also to Section 06190. C. Rafter Framing: Species, grade and size classification as indicated on Structural Drawings. 19 percent maximum moisture content. 2.02 PLYWOOD MATERIALS • A. Roof Sheathing: APA Structural I, Grade C -D, sanded one side, unless otherwise indicated on Structural Drawings. 2.03 GYPSUM SHEATHING A. Wall Sheathing: Refer to Section 09260. 2.04 ACCESSORIES A. Fasteners: Hot - dipped galvanized steel for exterior, high humidity, and : treated wood locations; plain finish elsewhere; size and type to suit condition. B. Connectors: As indicated on Structural Drawings. C. Rafter Hangers: Galvanized steel, sized to suit joists and framing conditions; and as indicated on Structural Drawings. D. Anchors: Toggle bolt type for anchorage to hollow masonry. Expansion shield and lag bolt type for anchorage to solid masonry or concrete. Bolts or ballistic fasteners for anchorage to steel as applicable and indicated on Structural Drawings. 2.05 WOOD TREATMENT A. Wood Preservative Pressure Treatment: AWPA Treatment C2 and in compliance with requirements of UBC Standard No. 25 -12. B. Wood Preservative Surface Application: Clear or colored type; Tetrachlorophenol and pentachlorophenol surface sealing compound as applicable to requirements of AWPA and UBC Standard No. 25 -12. 06112 - Page 2 3.03 BLOCKING AND BRIDGING A. Blocking: 1. Install all blocking required to support all items of finish and to cut off all concealed draft openings, both vertical and horizontal, between ceiling and roof areas. 2. Fire - blocks, when of wood, shall be two inches (nominal) in thickness by the full width of the opening being blocked. 3. Fire -block in the following specific locations as applicable to installed materials and systems: a. (In all wood stud walls at ceiling and floor levels; b. In all wood stud walls, including furred spaces, so that the maximum dimension of each concealed space is not more than ten feet, or per code; c. At the tops and bottoms of concealed spaces of wood stair runs; d. At other locations where openings could afford passage for flames, and per UBC Section 25- 16(f). 06112 - Page 3 B. Bridging: If required, install wood cross bridging or approved type metal i 9 9� Q � 9 9 PP tYP cross bridging as indicated on the Structural Drawings. 3.04 SHEATHING A. Secure roof sheathing perpendicular to framino members with ends staggered. Secure sheet edges over firm bearing. Avoid the use of sheathing clips between sheets between roof framing members and provide solid edge blocking between sheets for proper installation and guarantee of the roofing membrane system. Refer to Structural Drawings. B. Install plywood to spans and staggered patterns as indicated on Structural Drawings. C. Center joints accurately over supports. Unless otherwise specifically shown on the Drawings, stagger the end Joints of plywood panels to achieve a minimum of continuity of joints. D. Protection of Plywood: Protect all plywood stacked on site from moisture Prior to installation by use of waterproof coverings. Moisture content of installed roof deck shall not exceed a reading of 15 on a moisture meter prior to installation of insulation on the inside. 3.05 FASTENINGS A. Nailing: Provide nailing patterns and sizes indicated on Structural Drawings or required by pertinent codes or regulations. Comply with UBC Table 25 -Q. 1. Use only common wire nails or spikes of the dimension shown on the Drawings. 2. For conditions not covered on the Drawings, provide penetration into the piece receiving the point of not less than 11 nail diameters. However, 16d nails may be used to connect two pieces of two Inch nominal thickness. 3. Do all nailing without splitting wood. Pre -bore as required. Replace all split members. B. Bolting: Except where otherwise indicated on the Drawings, drill holes • 1/16 inch larger in diameter than the bolts being used. Drill straight and A. Manufacturer: Company specializing in manufacture of glue laminated structural units with five years minimum experience, certified by the AITC, and in compliance with ANSI A190. Plant shall qualify to apply AITC "Quality Inspected' mark on products and shall operate in compliance with AITC 200 "Inspection Manual ". B. Erector: Company specializing in erection of glue laminated structural units with five years documented experience, approved by manufacturer. 1.07 REGULATORY REQUIREMENTS A. Conform to applicable code for loads, seismic zoning, and other load criteria. 1.08 SUBMITTALS A. Submit shop drawings and product data under provisions of Section 01340. B. Indicate framing system, lumber species, grades, sizes and spacing of members, loads and cambers, bearing and anchor details, bridging and bracing, framed openings, and connectors. 1.09 DELIVERY, STORAGE AND HANDLING A. Deliver products to site under provisions of Section 01610. B. Store and protect products under provisions of Section 01620. C. Protect members in accordance with AITC requirements for load wrapped material. PART 2 - PRODUCTS 2.01 ACCEPTABLE MANUFACTURERS A. Cascade Structures, Inc.. Wood -lam. infrastructures. NW structures. B. Substitutions: Under provisions of Section 01630. 2.02 MATERIALS A. General: All lumber used in fabrication of glu- laminated members shall comply with AITC Standards and applicable lumber association standards for grades required to achieve requirements for allowable stress, appearance, fabrication limitations and species as indicated. B. Lumber Species: Provide the following, and complying to requirements indicated on Structural Drawings and herein specified: . 1. Species: Douglas Fir or other species shall be as indicated on Structural Drawings or approved in advance by structural engineer. C. Adhesives: Comply with ANSI /AITC A190.1. Provide waterproof type adhesive (glue). Mixing, spreading, storage life, rot life, working life, and assembly life of adhesive shall be in accordance with applicable standards and manufacturer's recommendations. 2.03 FACTORY FABRICATION 06181 - Page 2 06181 — Page 4 SECTION 06190 WOOD TRUSS JOISTS PART 1 - GENERAL 1.01 WORK INCLUDED A. Wood chord and plywood web joists for roof purlin framing. �... B. Bridging, bracing,and anchorage. C. Framing for openings. B. Store and protect products under provisions of Section 01620. . C. Transport and store joists in vertical position resting on bearing ends. D. Protect joists from moisture, warpage, and distortion during transit and when site stored. PART 2 - PRODUCTS 2.01 ACCEPTABLE MANUFACTURERS A. Trus -Joist MacMillan. Laminated Truss Inc B. Substitutions: Under provisions of Section 01630. 2.02 MATERIALS A. Wood Chord Members: Single or Double top and bottom chord, species, and grade, to meet requirements indicated on Structural Drawings, with maximum moisture content of 19 percent. B. Web: Plywood graded by APA, or per manufacturer's standard, with waterproof glue. C. Joist Bridging: Type, size and spacing as indicated on Structural Drawings or required by joist manufacturer. 2.03 ACCESSORIES A. Fasteners: Galvanized steel, type to suit application, unless otherwise indicated on Drawings. 2.04 FABRICATION A. Verify dimensions and site conditions prior to fabrication. B. Joists shall be manufactured in a plant approved for fabrication by the governing authority having jurisdiction as may be required. PART 3 - EXECUTION 3.01 INSPECTION A. Verify that supports and openings are ready to receive joists. B. Verify sufficient end bearing area. C. Beginning of installation means acceptance of existing conditions. 3.02 PREPARATION A. Coordinate placement of bearing and support items. 3.03 INSTALLATION 1 i A. Install joists in accordance with manufacturer's instructions. B. Place joists true to line and level. C. If required, provide temporary bracing to position joists in place until i permanently secured. a i 06190 - Page 2 SECTION 06200 FINISH CARPENTRY PART 1 - GENERAL 1.01 SECTION INCLUDES A. Finish carpentry items, other than shop prefabricated casework. B. Hardware and attachment accessories. C. Refer to schedule and details indicated on Drawings. 1.06 REGULATORY REQUIREMENTS A. Conform to applicable governing code requirements for fire rated assemblies and fire retardant treatment as applicable to work indicated. B. Conform to UL requirements to achieve fire resistance assembly rating indicated on Drawings. C. Provide appropriate labels in compliance with Code requirements. 1.07 SUBMITTALS A. Submit shop drawings under provisions of Section 01340. B. Submit large scale shop drawings indicating materials, dimensions, component profiles, fastening methods, jointing details, finishes, accessories, and other pertinent information. C. Submit product data under provisions of Section 01340. D. Submit product data on fire retardant treatment materials and application instructions if applicable. E. Submit finished samples under provisions of Section 01340. 1.08 DELIVERY, STORAGE, AND HANDLING A. Deliver products to site under provisions of Section 01610. B. Store and protect products under provisions of Section 01620. C. Store materials in ventilated, interior locations under constant minimum temperatures of 60 degrees F and maximum relative humidity of 55 percent. PART 2 - PRODUCTS 2.01 FINISHED LUMBER MATERIALS A. Finished trim types as indicated on Drawings. If not indicated, provide red oak, AWI premium grade, vertical grain for transparent finishes. B. Softwood Lumber: If softwood species are indicated on Drawings, PS 20; Premium grade in accordance with AWI; maximum moisture content of 8 for interior wood, and 12 on moisture meter for exterior wood. Species as indicated on Drawings with vertical grain, of quality capable of transparent finish. C. Hardwood Lumber: FS MM -L -736; Premium grade in accordance with AWI; maximum moisture content of 8 for interior wood, and 12 on moisture meter for exterior wood. Species as indicated on Drawings with vertical grain, of quality capable of transparent finish. 2.02 ACCESSORIES A. Nails: Size and type to suit application, plain finish. B. Bolts, Nuts, Washers, Blind Fasteners, Lags, and Screws: Size and type to suit application; plain finish for interiors and galvanized finish for exterior applications. C. Wood Filler: Provide color to match finished wood for recessed finishing nails. 2.03 SHOP TREATMENT OR LABELING OF WOOD MATERIALS 06200 - Page 2 i� A. Before installation, prime paint unexposed surfaces of items or assemblies to be in contact with cementitious materials, or in concealed, inaccessible areas. 3.03 INSTALLATION A. Install work in accordance with AWI quality standard. B. Set and secure materials and components in place, plumb and level. C. Construct members of continuous pieces of longest possible lengths to avoid splicing. Where splicing is unavoidable, match grain, align and sand smooth all joints. D. Install finished wood assemblies with nails, screws and bolts with blind fasteners as indicated or required for a proper installation. E. Install hardware specified in Section 08712 in accordance with manufacturer's instructions. 3.04 TOLERANCES A. Maximum Variation from True Position: 1/16 inch. B. Maximum Offset from True Alignment with Abutting Materials: 1/32 inch. 06200 - Page 3 • 3.05 SITE TREATMENT OF WOOD MATERIALS A. Provide the following only if indicated on Drawings. Refer also to Section 09900 for finish coatin9s. B. Apply preservative or fire retardant treatments in accordance with manufacturer's instructions. C. Treat site-sawn ends. Allow preservative to cure prior to erecting materials. 06200 - Page 4 • • _....,....„ SECTION 07120 FLUID APPLIED WATERPROOFING PART 1 - GENERAL 1.01 WORK INCLUDED A. Fluid applied elastomeric membrane waterproofing. B. Surface coating. C. Locations indicated on Drawings. 1.02 RELATED WORK A. Section 03300 - Cast -In -Place Concrete: Concrete substrate. B. Section 07212 - Board Insulation: Rigid thermal insulation cover or protection board as indicated. C. Section 07600 - Flashing and Sheet Metal: Metal counterflashing work as detailed. D. Section 09311 - Ceramic Tile Floor Finish: Waterproof floors and shower stalls unless other materials are specified. E. Section 14245 - Hydraulic Elevators - Passenger: Elevator pit. F. Section 14250 - Hydraulic Elevators - Freight: Elevator pit. G. Division 15 - Mechanical: Floor drains and flashing flanges. 1.03 REFERENCES A. ASTM B117 - Salt Spray Resistance. B. ASTM C501 - Abrasion Resistance. C. ANSI /ASTM D412 - Rubber Properties in Tension. D. ASTM D471 - Chemical Resistance of Curved Membrane. E. ASTM D822 - Weathering Resistance. F. ASTM D903 - Adhesion. G. ASTM D1004 - Rubber Property - Tear Resistance. H. ASTM D2240 - Rubber Property - Durometer Hardness. I. ASTM E96 - Water Vapor Transmission of Materials. �_ J. ASTM E108/UL790 - Fire Resistance: Class "A" on non - combustible substrate. K. NRCA (National Roofing Contractors Association) - Waterproofing Manual. 1.04 SYSTEM DESCRIPITION 1.05 QUALIFICATIONS A. Membrane Manufacturer: Company specializing in liquid waterproofing membrane systems with five years minimum documented experience. B. Applicator: Company specializing in application of specified waterproofing with five years minimum documented experience and approved or licensed as required by manufacturer. 07120 - Page 1 07120 - Page 2 07120 — Page 3 .._.. _... .._ . .... .... ... ... .... .....✓...;syrvrv.rrw.t ti^i p`ry.. wr «w. 3.03 APPLICATION A. Conform to manufacturer's standard drawing details as applicable to work shown. B. Apply membrane in accordance with manufacturer's instructions. 1.02 RELATED WORK A. Section 05400 - Cold- Formed Metal Framing: Continuing vapor or air barrier materials adjacent metal framed wall system. B. Section 07213 - Batt and Blanket Insulation: Continuing wall system insulation. C. Section 07514 - Built -Up Bituminous Roofing: Roofing membrane and vapor barrier as applicable to system specified. D. Section 07900 Joint Sealers: Sealing gaps. E. Section 09111 - Metal Stud Framing System: Vapor barrier as part of perimeter insulated metal wall framing system. 1.03 REFERENCES A. FS L -P -375 - Polyethylene Film, Flexible. 1.04 SYSTEM DESCRIPTION A. Materials of this Section shall rovide continuity of building enclosure vapor L and air barrier in conjunction with with indicated on Drawings and in Sections indicated in Article 1.02. B. Sheet and sealing materials to seal gaps between building enclosure components and between perimeter metal studs and gypsum wallboard or [ other interior finished surfaces. 1.05 SUBMITTALS A. Submit manufacturer's data and installation instructions under provisions of Section 01340. PART 2 - PRODUCTS 2.01 SHEET MATERIALS A. Sheet Barrier: Translucent polyethylene film for above grade application; 4 mil thick. 07190 - Page 1 07190 — Page.2 07212 — Page 1 PART 2 - PRODUCTS 2.01 ACCEPTABLE INSULATION MANUFACTURERS A. Dow Chemical Company "Styrofoam" closed cell, extruded polystyrene foam insulation board. B. Substitutions: Other manufacturers offering products or systems equal to or exceeding the requirements of the types specified will be considered under the provisions of Section 01630. 2.02 INSULATION MATERIALS A. Perimeter foundation insulations described herein are based on materials and components produced by Dow Chemical Company. Other products shall be certified as compatible by manufacturer of specified system. B. Foundation Walls: Where indicated on Drawings, provide "Styrofoam" Type SM or SB; minimum aged thermal resistance "R" value as indicated on Drawings to meet energy requirements of governing authority. C. Below Slabs on Grade: Where indicated on Drawings and for higher compressive strengths, provide "Styrofoam" Type H1 -40; minimum aged thermal resistance "R" value as indicated on Drawings to meet energy requirements of governing authority. D. Protection Boards: Board insulations over foundation wall waterproofing membrane may serve as protection cover. Separate protection board covers are as specified in Section 07120. E. Adhesive Materials: Provide "Styrofoam" brand mastic No. 11. PART 3 - EXECUTION 3.01 PREPARATION A. Verify substrate and adjacent materials and insulation boards are dry and ready to receive insulation. B. Verify substrate surface is flat, free of fins, irregularities, and materials that will impede adhesive bond. C. Verify insulation boards are unbroken, free of damage, with face membrane undamaged. 3.02 INSTALLATION - FOUNDATION PERIMETER A. Spot bond to foundation wall surfaces with "Styrofoam" brand No. 11 mastic; stagger joints in layers; butt edges and ends tight to adjacent bonds. Install in accordance with manufacturer's instructions. Protect from damage during backfill work. •■•••■•■=111 3.03 INSTALLATION - UNDER CONCRETE SLABS A. Place insulation under slabs on grade after base for slab has been compacted. B. Prevent insulation from being displaced or damaged while placing vapor barrier and placing slab. END OF SECTION • 07212 Page 3 • SECTION 07213 BATT AND BLANKET INSULATION PART 1 - GENERAL 1.01 WORK INCLUDED A. Batt insulation and vapor barrier in exterior framed wall construction. B. Sound attenuation batt insulation for noise control. C. Fire /draft stop insulation barrier. 1.02 RELATED WORK A. Section 05400 - Cold- Formed Metal Framing: Supportive framing construction. B. Section 06001 - Carpentry Work: Fire /draft stops supplemental to an interfacing with fire safing. C. Section 06112 - Framing and Sheathing: Roof wood framing. D. Section 07190 - Vapor and Air Retarders: Continuing vapor and air barrier materials to adjacent construction. E. Section 07514 - Built -Up Bituminous Roofing: Board roof insulation. F. Section 09111 - Metal Stud Framing System: Supportive framing construction. G. Division 15 - Mechanical: Pipe and air distribution system insulations. 1.03 REFERENCES A. FS HH -I -521 - Insulation Blankets, Thermal, Sound Attenuation; except as otherwise cancelled and replaced by current ASTM Standards. B. ASTM C177 - Steady -State Thermal Transmission Properties by Means of the Guarded Hot Plate. C. ASTM C423 - Sound Absorption and Sound Absorption Coefficient by the Reverberation Room Method. D. ASTM C518 - Steady -State Thermal Transmission Properties by Means of the Heat Flow Meter. E. ASTM C523 - Light Reflectance of Acoustical Materials by the Integrating Sphere Reflectometer. F. ASTM E84 - Surface Burning Characteristics of Building Material. G. ASTM E90 - Laboratory measurement of Airborne Sound Transmission Loss of Building Partitions. H. ASTM E96 - Water Vapor Transmission of Materials. I. ASTM E136 - Behavior of Materials in a Vertical Tube Furnace at 750 degrees C: Insulation and facing materials to be non - combustible. J. UL 723 - Surface Burning Characteristics of Building Materials: Flame spread classification complying with UBC requirements. 1.04 SYSTEM DESCRIPTION A. Materials of this Section shall provide a thermal and vapor and air barrier at building enclosure elements in conjunction with vapor and air materials in Section 07190. B. The composition material of facing, adhesive and insulation shall have flame spread rating of 25 or less and smoke density of 450 or less, conforming to test methods UL 723 or ASTM E84. 1.05 SUBMITTALS A. Submit manufacturer's data and installation instructions under provisions of Section 01340. 1.06 REGULATORY REQUIREMENTS A. Conform to applicable governing codes, regulations and ordinances for energy and fire - rating requirements. B. Flame spread and smoke density requirements shall conform to UBC Section 1713. PART 2 - PRODUCTS 2.01 ACCEPTABLE MANUFACTURERS A. Owens - Corning Fiberglas Corporation. B. USG Thermafiber Safing Insulation - Fire /draft stops - option. C. Substitutions: Other manufacturers offering products or systems equal to or exceeding the requirements of the types specified will be considered under the provisions of Section 01630. 2.02 MATERIALS A. Metal Framing Systems: Preformed, unfaced fiberglass, R -11 and R -19 unless otherwise indicated on Drawings; friction fit type in widths to fit frame spacings. Comply with FS HH -I -521 F (ASTM C -665), Type 1 and ASTM E -136. Separate Class 1 vinyl vapor barrier attached across metal framing system as specified in Section 07190. B. Exposed Wall Insulation Systems: Where insulation systems are not covered per UBC Section 1713(c), provide unfaced fiberglass batt insulation such as Owens - Corning, or equal, with minimum R -11 value for insulation only, and conforming to same requirements indicated in 2.02A above. Provide separate Class 1 vinyl, FS -25 or equal vapor barrier attached across framing system as specified in Section 07190 at masonry /concrete walls, pin insulation and vapor barrier to wall surfaces with stick clip /washer method using approved adhesives for pin bases. C. Sound Batt Insulation: Preformed, unfaced fiberglass; 3-1/2 inch, R -11 noise barrier batts where indicated on Drawings. Sound insulation shall conform to all applicable ASTM, NRC and STC standards of Owens - Corning products for installations in walls and above suspended ceiling systems as applicable. Use Owens - Corning "Sonobatt" insulation, or _ equal, in suspended ceiling applications. 07213 - Page 2 C. Trim insulation neatly to fit spaces. Use batts free of damage. D. Fit insulation tight in spaces and tight to exterior side of mechanical and electrical services within the plane of insulation. Leave no gaps or voids. E. Do not install on top of or within 3 inches of recessed light fixtures or other heat generating electrical devices, to prevent fixture overheating, per requirements of National Electric Code. F. In areas where friction -fit insulation will be installed in heights over 8 feet, provide supplementary supports to hold insulation in place. G. Extend vapor and air barrier tight to full perimeter of adjacent window and door frames and other items interrupting the plane of membrane. Tape seal in place. Coordinate vapor and air seal with Section 07190. END OF SECTION 07213 - Page 3 SECTION 07240 EXTERIOR INSULATION AND FINISH SYSTEM PART 1 - GENERAL 1.01 WORK INCLUDED A. Substrate and exterior finishing system for roof screens. 1.02 RELATED WORK A. Section 03300 - Cast in Place Concrete B. Section 05400 - Cold Formed Metal Framing: Support system for substrate and finished systems. C. Section 06001 - Carpentry Work: Plywood substrate, exterior grade. D. Section 07620 - Sheet Metal Flashing and Trim: Cap flashings. E. Section 07900 - Joint Sealers: Calked joints. F Section 09111 - Metal Stud Framing System: Alternate support framing substrate and finished system. G. Section 09260 - Gypsum Board Systems: Substrate sheathing. 1.03 REFERENCES • A. ANSI /ASTM B117 - Salt Spray Resistance. B. ANSI /ASTM C355 - Water Vapor Transmission. C. ANSI /ASTM D879 - Bond Strength of Adhesive. D. ANSI /ASTM D1682 - Breaking Load and Elongation of Textile Fabrice. E. ANS1/ASTM E72 - Strength Tests of Panels for Building Construction. F. MIL-810B - Environmental Test Methods, Mildew Resistance. G. MIL- Y -1140G - Yarn, Cord, Sleeving, Cloth and Tape - glass. H. FS- HH- I -141A - Weathering Characteristics. I. FS- HH- I -524C Type 1 - Insulation Board (polystyrene) 1.04 SYSTEM DESCRIPTION A. Provide all labor, materials and equipment necessary to complete the installation of the insulation and finish in accordance with applicable drawings and as specified herein and manufacturer's specifications and recommendations. The system described herein is based on specifications, requirements and recommendations of Dryvit Systems. Inc. Products or systems of equal quality and appearance by manufacturers other than as specified may be substituted only upon advance approval by the Architect, subject to the requirements described in Section 01630. 1. Exterior grade plywood attached to stud framing system if detailed on Drawings. 2. Gypsum wall sheathing attached to (plywood and) framing, system. 3. Expanded polystyrene board field adhered to a previously installed substrate, approved to be compatible to the system by the system manufacturer. 4. Woven glass fiber fabric embedded in plastic veneer base over insulation board. 5. Plastic veneer finish coating with integral color and texture. 07240 - Page 1 B. A prefabricated wall system may be used at the contractor's option provided that thorough drawings prepared by a licensed engineer are provided to the Architect for review and acceptance, and a prefabricated system can be integrated into all related systems shown on the Drawings including structural supports and connections as applicable, and approved by the manufacturer of the panel system. 1.05 SUBMITTALS A. Submit shop drawings and product data under provisions of Section 01340. B. Details: 1. The manufacturer's latest published information shall be followed for standard detail treatments. 2. Non- standard detail treatments shall follow the recommendations of the manufacturer. 3. Dimensional tolerances shall be in accordance with manufacturer's standard details and specifications. C. Samples: 1. Provide samples per Section 01340. 2. Provide two samples for each type of surface, i.e., texture and /or integral color. 3. Sample size: 12 inches X 12 inches. 1.06 QUALIFICATIONS A. Qualifications of the Manufacturer: 1. Shall have marketed exterior insulation and finish systems in the United States for at least five years with a history of successful production acceptable to the Architect. 2. Shall have completed numerous projects utilizing this exterior insulation and finish system. 3. Shall have completed projects of the same building type, size and substrate type as this project. B. Qualifications of the Applicator: 1. Applicator shall have been trained and approved by the panel system manufacturer and shall possess a current certificate of training. 2. Applicator shall be experienced in the installation of this system and shall be thoroughly familiar with the manufacturer's latest printed details, specifications and application instructions. The architect shall be notified in the event of conflict between the manufacturer's standard details and instructions and those shown on the drawings and specified herein. 3. Where prefabricated panels may be a consideration by the contractor, the panel fabricator and erector shall have the following qualifications: a. Shall be a trained applicator. b. Shall be experienced and competent in the fabrication of architectural wall panels and shall employ the proper equipment to fabricate such panels. c. Shall be the panel fabricator, or approved by and under the direct supervision of the panel fabricator. 07240 - Page 2 2.02 SYSTEM COMPONENTS A. General: All components of the panel system shall be obtained from the manufacturer or its authorized distributors for single source responsibility. No substitutions, or additions of, other materials shall be permitted without prior written permission from the system's manufacturer. B. 1/2 inch maximum exterior grade plywood sheathing of type approved by system manufacturer. C. 1/2 inch gypsum sheathing board of type specified in Section 09260 and approved by system manufacturer. D. Sheathing fasteners shall be corrosion resistant, self - drilling, self- tapping type. E. Insulation Board: 1. Expanded Polystyrene: Federal Specification HH -I -524 B less than 25 flame spread, minimum thickness 3/4 inches unless otherwise shown on the Drawings. 2. The density and shear modulus of the insulation board shall be such that it serves as a buffer between wall structure and exterior finish.lt shall be coordinated so that thermal and structural movements in the wall structure and thermal contraction of the insulation will not produce excessive shear stresses in the reinforced coating. 07240 - Page 3 F. Plastic Veneer Base 1. The plastic veneer base shall be a hard, breathing type bonding layer. 2. This bonding layer shall be of an especially prepared mastic type material applied in a thickness sufficient to completely embed the reinforced fabric. 3. The strength of the shear bond on the surface of the insulation board shall be sufficient to develop the full tensile strength of the reinforcing fabric. G. Fiberglass Reinforcing Fabric: The fiberglass fabric is twisted multi -end strands, specifically treated for compatibility with all of the components of the System and shall conform to MIL -Y -1140. H. Mixing 1. Adhesive and Plastic Veneer Base: Per manufacturer's specifications. No additives such as rapid binders, anti - freeze, accelerators, etc., shall be added to any material under any circumstances. 2. Plastic Veneer Sandblast Finish a. Thoroughly mix the factory prepared plastic veneer finish materials with the high speed mixer, until a uniform workable consistency is attained. b. Finish shall be "Sandblast Regular", unless otherwise indicated on drawing. c. Color to be selected by the Architect from manufacturer's standard color range. Refer to Section 09900 for additional field painting as applicable. PART 3 - EXECUTION 3.01 PREPARATION A. Examine surfaces to receive the System for: 1. The Substrate shall be a type approved by the manufacturer. 2. The Substrate surface shall be free of foreign materials such as oil, dust, dirt, form - release agents, paint, wax, glazing, water, moisture, frost, etc. 3. The Substrate shall be examined for compliance with Contract Documents. 4. The Substrate shall be examined for soundness, such as tightness of connections, crumbling or looseness of surface, voids and projections, etc. 5. The Substrate shall be examined for dimensional correctness per this specification. B. The Architect and General Contractor shall be advised of all discrepancies. Work shall not proceed until unsatisfactory conditions are corrected. 3.02 COORDINATION A. The work of this Section requires close coordination between related sections. ' B. The flashing systems shall be installed as soon as possible after the installation of the panel system. 07240 - Page 4 C. All oints to be calked shall be done immediately after the installation of the panel system. 3.03 APPLICATION A. Applying Insulation Board 1. The application of insulation board to vertical surfaces shall begin at the base from firm, permanent or temporary support. 2. Board shall be applied horizontally in a running bond. Stagger vertical joints and corners. 3. Using a 3/8" (1 cm) notched trowel apply mixed adhesive to the entire surface of the insulation board. The "notched trowel" method must be used on all gypsum substrates. Apply pressure over entire surface of board to insure uniform contact and high initial grab. Abut all joints tightly and insure an overall flush level surface. Any irregularity of the insulation board greater than 1/16" (1.6 mm) must be rasped flush. 4. All accessory items of expansion points should be installed and completely imbedded with adhesive. Accessory items are specified and located on the Drawings. 5. All edges, reveals, expansion joints, etc., of the insulation board shall be wrapped with the manufacturer's lamina in accordance with the published details and information. B. Plastic Veneer Base and Reinforcing Fabric 1. Using a stainless steel trowel, apply mixed plastic veneer base to the entire surface of the insulation board to uniform thickness of approximately 1/16" (1.6 mm). 2. Immediately place the reinforcing fabric against the wet plastic veneer base coating, and by troweling from the center to the edges, fully embed the fabric into the coating. Reinforcing fabric shall be lapped a minimum of 2-1/2" on all sides. Details of the installation at the ends of walls, windows, corners, etc. shall be in accordance with manufacturer's latest published detailed installation instructions. Avoid wrinkles in embedding the reinforcing fabric. 3. The plastic veneer base coating surface shall be dry and hard before proceeding the plastic veneer finish application C. Plastic Veneer Sandblast Finish 1. Using a clean stainless steel trowel, apply a tight coat of the plastic veneer finish material directly to the reinforced plastic veneer base coating. 2. Sufficient staging and workmen shall be employed to accomplish a uniform appearance. 3. The final texture shall be achieved after the plastic veneer finish has gelled so that it does not stick to the trowel. 4. The final thickness shall not be greater than the diameter of the largest aggregate of the plastic veneer finish material. 07240 - Page 5 " .■ 07240 - Page 6 • SECTION 07514A BUILT -UP BITUMINOUS ROOFING (over rigid insulation) PART 1 - GENERAL 1.01 WORK INCLUDED A. Cleaning deck surface. B. Roof insulation, mechanical fasteners and blocking. C. Built -up roofing, with base flashings. D. Sump pans. E. Pressure treated wood cant. F. Traffic pads. 1.02 RELATED WORK A. Section 03300 - Cast -in- place: Roof deck surface substrate (if applicable to this project). B. Section 06001 - Carpentry Work: Wood sheathing, wood block, curbs and nailers as applicable. C. Section 07620 - Sheet Metal Flashing and Trim: Weather protection to base flashings, including single source responsibility.. D. Section 07725 - Roof Accessories. E. Division 15 - Mechanical: Roof drains, vent stack and roof top equipment. F. Division 16 - Electrical: Electrical pipes or other items protruding through or resting on roofing membrane. 1.03 ALTERNATE A. Refer to Section 01030 for list of alternates. - 1.04 REFERENCES A. ASTM C518 - Steady State Thermal Transmission Properties by Means of the Heat Flow Meter: Insulation thermal values. B. ASTM C579 - Preformed, block -type cellular polystyrene thermal insulation. C. ANSI /ASTM D41 - Asphalt Primer Used in Roofing, Dampproofing, and Waterproofing. D. ASTM D312 - Asphalt Used in Roofing: Types per roofing manufacturer's specifications for roof slopes indicated. E. ASTM D2178 - Asphalt Glass Felt Used in Roofing and Waterproofing. F. ASTM D2822 or FS SS -C153 - Asphalt Roof Cement or Plastic Cement: Subject to type of use and recommendations by roofing manufacturer. G. ASTM D3672 - Venting Asphalt- Saturated and Coated Inorganic Felt Base Sheet Used in Roofing. H. ASTM D3909 - Asphalt Roll Roofing (Glass Felt) Surfaced with Mineral Granules. I. FM - Roof Assembly Classifications. J. FS HH -I -1972 - Insulation Board, Thermal, Polyisocyanurate. K. NRCA - Roofing and Waterproofing Manual as applicable and where in accordance with manufacturer's specifications. 07514A - Page 1 L. RIC/TIMA - Roof Insulation Specimen Conditioning Procedure. • M. UL - Fire Hazard Classifications and Fire Rated Assemblies as indicated on drawings. 1.05 SYSTEMS DESCRIPTIONS A. Built -Up Roofing Membrane: Four ply asphalt system over rigid insulation with mineral cap sheet. B. Roofing System: Insulation, lightweight insulating concrete, membrane, and wall and base flashing system shall be obtained from a single manufacturer for a single source of responsibility, and shall qualify for roofing guarantee, including flashing endorsement, specified herein. C. Roofing and counter - flashing system shall be installed by a single contractor for single responsibility for a totally integrated and watertight system acceptable to roofing manufacturer. D. Roofing system described herein is based on materials and components produced by Congas. Other products and installations as applicable shall be certified as compatible by manufacturer of specified system. E. NRCA manual specifications and recommendations, and other recognized roofing industry standards for good roofing practices, shall be applicable for the work indicated where not in conflict with manufacturer's • specifications and requirements. In the event of conflict, manufacturer's specifications, details and recommendations shall govern. 1.06 SYSTEM PERFORMANCE A. Roofing System: Arrest water migration from entering building through the roof membrane and flashing system. 1.07 SUBMITTALS A. Submit product data under provisions of Section 01340. B. Submit product data indicating membrane and bitumen materials, base flashing materials, insulation, reference standards, FM data and patterns for mechanical fasteners, manufacturer's acceptance details relative to work indicated, copy of roofing guarantee, and other pertinent information as applicable. C. Submit full range of samples under provisions of Section 01340. D. Submit manufacturer's installation instructions under provisions of Section 01340. E. Submit manufacturer's certificate under provisions of Article 1.07 of Section 01400 that products meet or exceed specified requirements. ' 07514A - Page 2 1� 1.08 QUALITY ASSURANCE A. Manufacturer: Company specializing in manufacturing the products specified in this Section with minimum five years documented experience. Manufacturer's field representative service as necessary and under provisions of Article 1.09 of Section 01400. B. Applicator: Company specializing in applying bituminous roofing with minimum five years documented experience and approved by materials manufacturer. C. Work of this Section to conform to manufacturer's instructions, NRCA Roofing and Waterproofing Manual, and other recognized industry standards as applicable and acceptable to manufacturer. 1.09 REGULATORY REQUIREMENTS A. Conform to applicable UL, FM and governing code requirements for roof assembly fire hazard requirements and wind classification requirements for fasteners. B. Fire Hazard Classification: UL Class A. C. Roof Assembly Classification: FM Class I construction, in accordance with FM Construction Bulletin 1 -28. D. Fire Rated Assembly Classification: Comply with all requirements of UL design number as indicated on drawings. 1.10 PRE - INSTALLATION CONFERENCE A. Convene a pre - installation conference on roof deck one week prior to commencing work of this Section, under provisions of Section 01200 and after all submittals have been reviewed for acceptance. B. Review installation procedures and coordination required with related work. C. Representatives of Owner, Architect, General Contractor, Roofing/ Flashing Contractor, Roofing Manufacturer, and others as necessary shall attend. 1.11 DELIVERY, STORAGE, AND HANDLING A. Deliver products to site under provisions of Section 01610. B. Store and protect products under provisions of Section 01620 and manufacturer's instructions. C. Deliver products in manufacturer's original containers, dry, undamaged, with seals and labels intact. D. Store products in weather protected environment, clear of ground and moisture. Protect foam insulation from direct sunlight exposure. E. Stand roll materials on end. 1.12 ENVIRONMENTAL REQUIREMENTS A. Do not apply roofing system when moisture, in any form, rain, dew, ice, frost, snow, is present. B. Do not apply roofing materials unless proper asphalt application temperatures can be maintained, asphalt manufacturer shall certify by bill of lading, or by labeling on individual packages, the dual EVT's for mechanical and hand mopped recommended temperatures. 07514A - Page 3 C. Ensure roof deck is structurally sound to support the live and dead load requirements of roofing system and sufficiently rigid to support construction traffic. Decks must be firm, clean, smooth and dry. 1.13 SEQUENCING AND SCHEDULING A. Coordinate work under provisions of Section 01005. B. Coordinate the work of installing associated metal counterflashing systems as the work of this Section proceeds. 1.14 OPTIONAL WARRANTY /GUARANTY A. Roofing: Roofing contractor shall secure a guaranty authorization from roofing manufacturer prior to submittals and commencement of work, for combined responsibility for properly installing roofing system. Guaranty indicated herein is based on roofing system as specified. Provide equal guaranty for other equivalent substituted systems. B. Guaranty for system specified shall be 1D,year unlimited penal s um guaranty equivalent to n 1 " tem IV" and shall include flashing endorsement for related wall and ase flashing, and shall cover product quality, performance and installation; subject to standard conditions contained in the guaranty without modifications. Guaranty shall be signed by an officer of the company and the cost of the guaranty shall be included in the Contractor's bid proposal. C. Roofing contractor and roofing manufacturer shall bear responsibility for all elements indicated on Drawings and specified herein relative to manufacturer's requirements and guaranty. D. Metal Counterflashing System: Roofing /flashing contractor shall provide 1 year unlimited, full value written guaranty with a 5 year alternate. Cover materials, workmanship and damage to roofing insulation and membrane for repairs and replacements as necessary, resulting from failure of counterflashing system to provide a weathertight seal, and not covered under roofing guaranty. Vandalism or other causes considered beyond the control of the contractor will be excluded. PART 2 - PRODUCTS 2.01 MANUFACTURERS - SHEET AND BITUMEN MATERIALS A. .n •li•.t -• Fl. - r.• t • •.n In . •n.l. t -u - - 2 • A- AP f.r . .• •11 . ti. . v: 1.1. in 1. t • t= . B. Substitutions: Other manufacturers offering products or systems equal to or exceeding the requirements of the types specified will be considered under the provisions of Section 01630. 2.02 SHEET MATERIALS (Based on Specified System) A. Base Sheet: Conbase W -1.IV, fibrous glass mat, 1 ply, 25 lbs. per square, minimum UL G -2 label. B. Glass Fiber Ply Sheets: ASTM D2178, Type IV, Conplly Ty ep A.N. 2 plies, 22 lbs. per square, minimum UL G -1 label. C. Mineral Surface Cap Sheet: ASTM D3909, Concap. 1 ply, 75 lbs. per square, minimum UL G -2 label, white colored mineral granules. 07514A — Page 4 4: 07514A - Page 5 1� A. Mechanical Fasteners for Insulation: Appropriate for purpose intended . and approved by Factory Mutual for Class I Construction, amount and pattern to meet FM 1 -90 Windstorm Resistance classification, length as required for material thickness and acceptance to roof insulation manufacturer and suitable for metal and wood deck. B. Insulation Joint Tape: Approved by insulation manufacturers. C. Base /Wall Flashing Sheet: Conform SBS, manufacturer's standard specification, 110 lbs. with white colored granules. . . D. Roof Drain Sump: Polyisocyanurate and periite insulation boards as support for membrane over the deck around sump. 4 lb./ft.sq. lead for sump pan flashing. E. Traffic Walkway Pads: Conform modified bitumen, manufacturer's • standard specifications, 110 lbs. with white colored granules. F. Vapor Retarder Sheets: Exclude from contract. Manufacturer to confirm if required or recommended as a condition of guaranty. PART 3 - EXECUTION 3.01 EXAMINATION A. Verify that surfaces and site conditions are ready to receive work. B. Verify that deck is supported and secured. C. Verify that deck is clean and smooth, free of depressions, waves, or projections, properly sloped to drains and all water has been removed from flutes. D. Verify that adjacent concrete walls are level or aligned and panel joints calked and flush. E. Verify that deck surfaces are clean, dry and free of snow or ice, properly fastened, sloped and level. F. Verify that roof openings, curbs, pipes, sleeves, ducts, and vents through roof are solidly set, and wood cant strips, wood nailing strips, and reglets are in place for installation of membrane. G. Beginning of installation means installer accepts existing substrate. 07514A — Page 6 3.06 LEAD PAN APPLICATION A. Install over insulation board on finishing felts in mastic. Prime top surface, and install membrane and bevel edges into sump as detailed and in accordance with manufacturer's instructions. 3.08 INSULATION APPLICATION A. Ensure pressure treated wood blocking is in place and securely fastened. B. Mechanically fasten single layer of insulation to plywood or metal decking; type, amount, and pattern to comply with FM 1 -90 classifications for wind resistance (up- lift), and manufacturer's installation instructions. I Embed in uniform mopping of steep asphalt at concrete deck areas per manufacturer's specifications. C. Lay insulation boards in multiple layer application (4 inch maximum single thickness) with staggered joints between rows and with edges in moderate contact without forcing. Offset joints of top layer a minimum of 12 inches over the underlying insulation layer. Cut insulation to fit neatly to sumps, perimeter blocking, around penetrations through roof and other items as applicable. D. Where insulation crickets are indicated or required, lay tapered over base insulation boards to avoid areas of ponding water and to provide positive dra to roof drains E. Apply no more insulation than can be sealed with membrane in same day. F. Remove and replace all wet insulation. Do not apply membrane over wet insulation. .. G. Tape joints of insulation in accordance with insulation manufacturer's instructions. 3.09 MEMBRANE APPLICATION A. Install base sheet, ply sheets and cap sheet in full accordance with manufacturer's instructions for conditions indicated on Drawings and relative to system specified. B. Ensure pressure treated wood cants, curbs, expansion joints and other assemblies are in place and securely fastened. C. Asphalt bitumen type as dictated by manufacturer for roof slope and local weather conditions. Heat asphalt to required temperatures and apply at equiviscous temperature (EVT) required by manufacturer. D. Apply felts smooth, free from air pockets, wrinkles, fishmouths, lap joints, or tears. E. Extend base ply and membrane felts up cant strips and onto vertical surfaces; mop on additional plies of felt and one ply of base flashings over roofing membrane plies to provide base and wall flashing system in accordance with manufacturer's instructions. F. Mop and seal additional plies of felt around roof penetrations, at valleys or waterways and other areas per manufacturer's requirements. G. Install traffic pads by setting in hot asphalt, or other method allowed by manufacturer, over cap sheet surface. Cut sheets into 8 to 9 feet lengths with 4 to 6 inch wide separations between sheets for waterways. Locations as indicated on Drawings. If mechanical unit size and location is not indicated, provide estimated cost based on providing traffic walkways from 07514A - Page 7 roof access hatch to location of core area of the building including walkway pads around a unit estimated in size to be 10 feet wide and 40 feet long. H. Applications over surfaces other than insulation shall be systems and installations complying with manufacturer's specifications and instructions as applicable to work indicated and for obtaining roofing guaranty. • • I. Protection during Construction: 1. Provide temporary roofing as required to protect new work and materials. Remove temporary roofing before proceeding with permanent roofing and associated work. 2. Protect other work from spillage of roofing materials, such as clogging drains and conductors. Restore or replace other work which is soiled or damaged by performance of roofer. 3. Phased construction is not permitted without manufacturer's approval and directives. When phased work is allowed, install water cut -offs at end of each work day to prevent water from entering edges of roofing already installed. 4. Installer shall advise the Contractor of recommended protection for roofing during remainder of the construction period to avoid damage. 3.10 FLASHINGS AND ACCESSORIES A. Apply specified base flashings to seal membrane to vertical elements. B. Install pressure treated wood insulation stops and cant strips securely fastened to deck and in accordance with manufacturer's installation • instructions. C. If indicated on Drawings, install prefabricated roofing control or expansion joints in accordance with manufacturer's instructions. D. Coordinate installation of roof drains, sumps, curbs and related flashings. E. Mop in and seal flashings and flanges of items penetrating membrane in accordance with manufacturer's instructions. F. The use of pitch pockets will not be allowed whether acceptable to manufacturer or not. 3.11 FIELD QUALITY CONTROL A. Field inspection and testing will be performed under provisions of Section 01400. B. Correct identified defects or irregularities. C. Test Cuts: Provide test cuts required by manufacturer as a condition for the guaranty and repair sampled areas as directed by manufacturer. Test cuts required by Owner under provisions of Section 01400. 3.12 MANUFACTURER'S FIELD SERVICES A. Provide manufacturer's field services under provisions of Section 01400. . B. Request site attendance of roofing and insulation materials manufacturers during installation of the work. 3.13 CLEANING A. Remove bituminous markings from finished surfaces. • 07514A - Page 8 ,3 07514A -Page9 SECTION 07620 SHEET METAL FLASHING AND TRIM PART 1 - GENERAL 1.01 WORK INCLUDED A. Coping and cap flashings as indicated on Drawings. B. Facias as aplicable and indicated on Drawings. C. Roof and sill flashings. D. Counterflashings over bituminous wall and base flashings. E. Roof joint cover flashings. F. Counterflashings at roof mounted mechanical equipment and roof penetrations. G. Counterflashings for roof hatches or other roof mounted items as indicated. 1.02 RELATED WORK A. Section 06001: Wood blocking, nailers, and grounds. B. Section 07514 - Built -Up Asphalt Bituminous Roofing: Roofing and related assemblies. C. Section 07725 - Roof Accessories. D. Section 07900 - Joint Sealers. E. Section 09900 - Painting: Prime and finish painting. F. Division 15 - Flashing sleeves and collars for mechanical items protruding through roofing membrane. G. Division 16 - Flashing sleeves and collars for electrical items protruding through roofing membrane. 1.03 REFERENCES A. ANSI /ASTM B32 - Solder Metal. B. ASTM A525 - Steel Sheet, Zinc Coated, (Galvanized) by the Hot -Dip Process. C. ASTM D226 - Asphalt- Saturated Organic Felt Used in Roofing and Waterproofing. D. FS O -F -506 - Flux, Soldering, Paste and Liquid. E. FS QQ -S -571 - Solder, Tin Alloy. F. FS SS -C -153 - Cement, Bituminous, Plastic. G. NAAMM - Metal Finishes Handbook. H. NRCA (National Roofing Contractors Association) - Roofing Manual. I. SMACNA - Architectural Sheet Metal Manual. J. SSPC - Standards for Cleaning, Preparation and Primers for Galvanized and Non - Galvanized Ferrous Metals. 1.04 SYSTEM DESCRIPTION A. Work of this Section is to physically protect membrane roofing, base flashings, window wall assemblies, and other installations, from damage that would permit water leakage to building interior. 07620 - Page 1 • B. Roof Counterflashing System: Roofing membrane and related metal counterflashing system to be installed by same contractor for single source responsibility for combined and complete watertight system. C. Counterflashing guaranty to be included as indicated in Section 07514. 1.05 QUALITY ASSURANCE A. Applicator: Company specializing in sheet metal flashing work with five years minimum experience. B. Perform work and use materials in accordance with pertinent recommendations and details included in SMACNA and NRCA manuals, as applicable to work shown on Drawings and specified in this Section. 1.06 SUBMITTALS A. Submit shop drawings and product data under provisions of Section 01340. B. Describe material profile, jointing pattern, jointing details, fastening methods, and installation details. C. Submit manufacturer's installation instructions under provisions of Section 01340. D. Submit samples under provisions of Section 01340. E. Provide full size 12" long mock up sample of roof coping for Architect's approval prior to fabrication. • 1.07 STORAGE AND HANDLING A. Store and protect products under provisions of Section 01620. B. Stack preformed and prefinished material to prevent twisting, bending, or abrasion, and to provide ventilation. C. Prevent contact with materials during storage which may cause discoloration, staining, or damage. PART 2 - PRODUCTS , 2.01 SHEET MATERIALS fasteners. Finish exposed fasteners same as flashing metal. B. Underlayment: ASTM D266; No. 15 asphalt saturated roofing felt or 6 mil polyethylene where separation is necessary and recommended. 07620 - Page 2 07620 - Page 3 PART 3 - EXECUTION 3.01 INSPECTION A. Verify roof openings, curbs, pipes, sleeves, ducts, or vents through roof are solidly set, cant strips and reglets in place, and nailing strips located. B. Verify membrane termination and base fleshings are in place, sealed, and secure. C. Beginning of installation means acceptance of existing conditions. 3.02 PREPARATION AND INSTALLATION _ A. Field measure site conditions prior to fabricating work. B. Install starter and edge strips, and cleats before starting installation. C. Where cap fleshings occur, lap in direction of water flow. D. If recessed reglets are indicated or used, insert wall fleshings into reglets to form tight fit. Lap joints minimum 3 inches. Seal fleshings into reglets with sealant only if required by reglet manufacturer. E. Secure fleshings in place using concealed fasteners. Use exposed fasteners only when unavoidable and located on vertical surfaces approved by Architect. Use screws or drive pins with watertight washers and sealant. F. Cleat cap fleshings and seal all edges below flashing to back up cleats and over butt joints. Allow 1/8 to 3/16 inch gap at butt joints. G. Apply plastic cement compound between metal fleshings and felt fleshings • or other substrates. Thoroughly embed for watertight installation. H. Fit fleshings tight in place. Make corners square, surfaces true and straight in planes, and lines accurate to profiles. I. Form and install fleshings to adequately allow for expansion and contraction in finished work. J. Thoroughly seal all joints watertight. Field solder only where indicated on . 07620 - Page 4 SECTION 07725 ROOF ACCESSORIES PART 1 - GENERAL 1.01 WORK INCLUDED A. Prefabricated roof hatch for access to roof with integral support curbs, operable hardware, and counterflashings. B. Elevator shaft vent. C. Cover: 18 gauge aluminium with one inch glass fiber insulation retained by 18 gauge aluminium inner liner. Continuous neoprene gasket to provide weatherproof seal. D. Hardware: Manufacturer's standard manually operated type with ' ` compression spring operators, positive snap latch with turn handles inside and out and padlock hasp inside; automatic hold -open arm with vinyl covered grip handle for easy release; cadmium plated finish. E. Hinges: Manufacturer's standard, heavy duty pintle type, zinc plated and PART 1 - GENERAL 1.01 WORK INCLUDED A. Preparing sealant substrate surfaces. B. Sealant and backing. 1.02 RELATED WORK A. Section 03300 - Cast -In -Place Concrete: Sealants used in conjunction with formed concrete. B. Section 04236 - Shop Fabricated Masonry Panels: Sealants used in conjunction with masonry mortar joints. C. Section 04270 - Glass Unit Masonry: Sealants used in conjunction with mortar joints. D. Section 06410 - Custom Casework: Sealants used in conjunction with finished work. E. Section 07190 - Vapor and Air Retarders: Sealants used in conjunction with vapor and air barrier continuity. F. Section 07514 - Built -Up Asphalt Bituminous Roofing: Sealants used in conjunction with roofing. G. Section 07620 - Sheet Metal Flashing and Trim: Sealants used in conjunction with metal fleshings. H. Section 08410 - Aluminum Entrances and Storefronts: Sealants used in conjunction with aluminum framing. I. Section 08520 - Aluminum Windows: Sealants used in conjunction with aluminum windows. J. Section 08800 - Glazing: Sealants used in conjunction with glazing methods. K. Section 09311 - Ceramic Tile Floor Finish: Sealants used in conjunction with floor and base finish. L. Section 09312 - Ceramic Tile Wall Finish: Sealants used in conjunction with wall finish. ... 1.03 REFERENCES A. ANSI /ASTM C509 - Cellular Elastomeric Preformed Gasket and Sealing Material. B. ASTM C790 - Use of Latex Sealing Compounds. C. ASTM C804 - Use of Solvent - Release Type Sealants. D. ASTM C834 - Latex Sealing Compounds. E. ASTM C920 - Elastomeric Joint Sealants. F. ANSI /ASTM D1056 - Flexible Cellular Materials - Sponge or Expanded Rubber. G. ANSI /ASTM D1565 - Flexible Cellular Materials - Vinyl Chloride Polymers and Copolymers (Open -Cell Foam). H. FS TT -S- 001657 - Sealing Compound, Single Component, Butyl Rubber Based, solvent Release Type. I. FS TT -S -00227 - Sealing Compound: Elastomeric Type, Multi- Component (ANSI /ASTM C920). 07900 - Page 1 - C. Butyl Sealant: FS TT -S -1657, vulcanized, single component, solvent release, non- skinning, non - sagging, black color; manufactured by Tremco Inc.. or equal. Maximum Joint Width 3/4 inch. Elongation Capability +7.5 percent Service Temperature Range -20 to 200 degrees F Shore A Hardness Range at75 degree F 20to30 Service Life Up to 10 years homogeneous homo onent D. Polysulphide Sealant: FS TT- S- 00227E, two component g mix, chemical curing, non - staining, non - bleeding, capable of continuous water immersion, non - sagging, self - levelling type; manufactured by Pecora Corp.. or equal. Maximum Joint Width 2 inches Elongation Capability +25 percent Service Temperature Range -60 to 250 degrees F Shore A Hardness Range 07900 - Page 3 at 75 degrees F 40 to 55 Service Life Up to 20 years E. Epoxidized Polyurethane Terpolymer Sealant: FS TT- S -227E multi- component, chemical curing, non - staining, non - bleeding, capable of - continuous water immersion, non - sagging, self - levelling type; Dymeric, manufactured by Tremco. Inc.. or equal. Maximum Joint Width 1-1/2 inches Elongation Capability + 20 percent Service Temperature Range -65 to 250 degrees F Shore A Hardness Range at 75 degrees F 40 to 50 Service Life Up to 20 years F. Silicone Sealant: Single component, solvent curing, non - sagging, non - staining, fungus resistant, non - bleeding; manufactured by Dow Corning Corp.. or equal. Maximum Joint Width 1 inch Elongation Capability +25 percent Service Temperature Range -65 to 250 degrees F Shore A Hardness Range at 75 degrees F 40 to 50 Service Life Up to 20 years G. Other types of sealants and calkin9s as described elsewhere in the specifications, shown on the Drawings, or as required and recommended in manufacturer's standard specifications as applicable for intended use. H. Sealant for general building use shall be Dymeric type by Tremco. Inc.. or equal, except in applicatons not recommended by manufacturer. 2.02 ACCESSORIES A. Primer: Non - staining type, recommended by sealant manufacturer to suit application. B. Joint Cleaner: Non - corrosive and non - staining type, recommended by sealant manufacturer; compatible with joint forming materials. C. Joint Backing: ANSI /ASTM D1056; round, closed cell polyethylene foam . rod; oversized 30 to 50 percent larger than joint width; manufactured by Thoro Systems Products. or equal. D. General Backing Materials: Use only those backup materials which are specifically recommended for this installation by manufacturer of sealant used, and which are nonabsorbent and non - staining. Acceptable types include: 1. Closed -cell resilient urethane or polyvinyl- chloride foam. 2. Closed -cell polyethylene foam. 3. Closed -cell sponge of vinyl or rubber. 4. Polychloroprene tubes or beads. 5. Polyisobutylene extrusions. 6. Preformed support strips for ceramic tile control Joint and expansion joint work shall be polyisobutylene or polychloroprene rubber. E. Bond Breaker: Pressure sensitive tape recommended by sealant manufacturer to suit application. ° 3 07900 - Page 4 L 2.03 COLORS A. Colors to match adjacent materials to maximum extent possible. Where painting is required, provide data and coordinate as necessary to insure proper paint adhesion. Refer to Section 09900 for paint types. B. Calked joints in painted concrete panels shall be custom colored to match final paint colors selected by Architect or Owner. C. Colors for each sealant installation will be selected by the Architect from standard colors normally available form the specified manufacturers, except as otherwise specified herein or indicated on Drawings. D. In concealed installations, and in partially exposed installations where so approved by the Architect, a standard gray, black, or neutral sealant may be used. PART 3 - EXECUTION 3.01 EXAMINATION A. Verify that surfaces and joint openings are ready to receive work and field measurements are as shown on Drawings and recommended by the manufacturer. B. Beginning of installation means installer accepts existing surfaces or substrate. 3.02 PREPARATION A. Clean and prime joints in accordance with manufacturer's instructions. B. Remove loose materials and foreign matter which might impair adhesion of sealant. C. Verify that joint backing and release tapes are compatible with sealant. D. Perform preparation in accordance with ASTM C804 for solvent release and C790 for latex base sealants as applicable. E. Protect elements surrounding the work of this Section from damage or disfiguration. 3.03 INSTALLATION A. Install sealant in accordance with manufacturer's instructions and applicable reference standards indicated. B. Measure joint dimensions and size materials to achieve required width depth ratios. C. Install joint backing to achieve a neck dimension no greater than 1/3 the joint width. D. Install bond breaker where joint backing is not used. E. Apply sealant within recommended application temperature ranges. Consult manufacturer when sealant cannot be applied within these temperature ranges. F. Install sealant free of air pockets, foreign embedded matter, ridges, and sags. G. Tool joints concave unless otherwise detailed. 3.04 CLEANING AND REPAIRING 07900 - Page 5 1.07 REGULATORY REQUIREMENTS A. Conform to applicable codes, regulations and acceptable agency requirements for fire rated assemblies specified in this Section and indicated on Drawings. 1.08 SUBMITTALS A. Submit shop drawings and product data under provisions of Section 01340. B. Indicate frame configuration, anchor types and spacings, location of cutouts for hardware, reinforcement, and finish. C. Indicate door elevations, internal reinforcement, closure method, and cut outs for glazing. D. Submit manufacturer's installation instructions under provisions of Section 01340. 1.09 DELIVERY, STORAGE AND PROTECTION A. Protect products under provisions of Section 01620. B. Protect frames with resilient packaging. PART 2 - PRODUCTS 2.01 ACCEPTABLE MANUFACTURERS A. Ceco Corporation - hollow metal doors and frames. B. Substitutions: Under provisions of Section 01630. 2.02 HOLLOW METAL DOORS AND FRAMES A. Interior and Exterior Doors: SDI -100 Grade 11. minimum 18 ga st ly e 3 flush panel. Ratings and labels as indicated on drawings. B. Interior and Exterior Frames: Minimum 16 gage thick material, core thickness. Profile as indicated on Drawings and to suit grade and model of door and adjacent wall. Ratings and labels as indicated on drawings. ! C. Exterior Door Cores: Solid mineral fiber core with waterproof contact adhesive. Minimum insulated R value = 3.0. D. Interior Door Cores: Sound deadening, reinforced core. Provide proper cores for various fire rating requirements indicated. E. Accessories: Resilient rubber silencers. 2.03 PROTECTIVE COATINGS A. Bituminous Coating: Fibered asphalt emulsion. B. Primer: Shop prime and /or intermediate coat shall be high performance, two component 56 %, solid epoxy primer (Tnemec. or equal) to resist { abrasion, chemical attack, immersion, and to be compatible with finish coats as specified in Section 09900. 1 J 08111 - Page 2 7 08111 - Page 3 1 1 1 , SECTION 08305 ACCESS DOORS PART 1 - GENERAL 1.01 WORK INCLUDED A. Fire resistive rated and non -rated access doors and frames. 1.02 RELATED WORK A. Section 03300 - Cast -In -Place Concrete: Openings in concrete. B. Section 09111 - Metal Stud Framing Systems: Support framing. C. Section 09260 - Gypsum Board Systems: Openings in partitions and ceilings. D. Section 09900 - Painting: Field paint finish. 08305 - Page 1 B. Weld, fill, and grind joints to assure flush and square unit. 08305 — Page 2 , SECTION 08410 ALUMINUM ENTRANCES AND STOREFRONTS PART 1 - GENERAL 1.01 WORK INCLUDED A. Metal doors, frames and glazed lights. B. Glass. C. Anchors, brackets, and attachments. D. Door hardware. E. Perimeter sealant. 1.02 WORK INSTALLED BUT FURNISHED UNDER OTHER SECTIONS A. Section 08712 - Hardware: Door hardware items other than specified in this Section. 1.03 RELATED WORK A. Section 06001 - Carpentry Work: Framed blocking, wood perimeter shims as applicable. B. Section 07900 - Joint Sealers: Perimeter sealant and back -up materials. C. Section 08520 - Aluminum Windows: Fixed individual aluminum windows. D. Section 08800 - Glazing: General glass types. E. Section 09111 - Metal Stud Framing System: Preparation of adjacent, supportive work to receive work of this Section. 1.04 REFERENCES A. ANSI /ASTM B221 - Aluminum -Alloy Extruded Bar, Rod, Wire, Shape and Tube. B. ANSI /ASTM E283 - Rate of Air Leakage through Exterior Windows, Curtain Walls and Doors. C. ANSI /ASTM E330 - Structural Performance of Exterior Windows, Curtain Walls, and Doors by Uniform Static Air Pressure Difference. �. D. ASTM B209 - Aluminum and Aluminum -Alloy Sheet and Plate. 1.05 PERFORMANCE A. System to provide for expansion and contraction within system components caused by a cycling temperature range of 100 degrees F without causing detrimental effects to system or components. B. Verify that members of system selected are sized to withstand dead Toads and live loads caused by pressure and suction of wind as calculated in accordance with UBC code for area where project is located. Specified system shall perform to manufacturer's standard for wind load criteria as measured in accordance with ANSI /ASTM E330. C. Limit mullion deflection to 1/175 or flexure limit of glass with full recovery of glazing materials, whichever is less. D. Drain water entering joints, condensation occurring in glazing channels, or migrating moisture occurring within system, to exterior. 08410 - Page 1 08410 - Page 2 D. Prepare components to receive anchor devices. Fabricate anchorage items. E. Arrange fasteners, attachments, and jointing to ensure concealment from view. F. Prepare components with internal reinforcement for door hardware and door operator hinge hardware. 08410 — Page 3 • effects to components. 08520 - Page 1 08520 — Page 2 C. Develop drainage holes with moisture pattern to exterior. 08520 - Page 3 A. ANSI A117.1 - Specifications for Making Buildings and Facilities Accessible to and Usable by Physically Handicapped People. B. ANSI /NFPA 80 - Fire Doors and Windows. C. ASTM E152 - Methods of Fire Tests of Door Assemblies. D. AWI - Architectural Woodwork Institute. E. BHMA - Builders' Hardware Manufacturers Association. F. DHI - Door and Hardware Institute. G. NAAMM - National Association of Architectural Metal Manufacturers. H. NFPA 252 - Fire Tests for Door Assemblies. I. SDI - Steel Door Institute (if applicable). J. UL10B - Fire Tests of Door Assemblies. 1.05 COORDINATION A. Coordinate work of this Section with other directly affected Sections involving manufacturer of any internal reinforcement for door hardware. 1.06 QUALITY ASSURANCE A. Manufacturers: Companies specializing in manufacturing door hardware with minimum five years experience. B. Hardware Supplier: Company specializing in supplying commercial door hardware with five years documented experience. 08712 - Page 1 bi 08712 - Page 3 iiti B. Cylindrical Locks 1. Manufacturer listed: Sargent 2. Acceptable Substitutions: None 3. Series: 10 line 4. Trim Design: LJ 5. Latchbolts: Provide standard brass latchbolt with 1/2" throw 6. Trim shall be thru - bolted for extra strength and durability. 7. Provide auxiliary spring cassettes to support levers 8. Types: CL1 = 64 -10004 9. Lock ends keying shall be totally integrated with interchangeable cores. C. Closures: 1. Furnish parallel arms at heads of interior doors to the maximum extent possible. Do not place closures on "public area" side of doors. 2. Size the closures in accordance with the manufacturer's recommendations ,. as approved by the Architect. 3. Furnish thru -bolts and grommet nuts for closures to be mounted on wood doors in a color to blend with door color. 4. Manufacturer Listed: Sargent 5. Acceptable Substitute: LCN 6. Series: 1230/1231 7. Provide heavy duty arm (ped) for all parallel applications. 8. Covers shall be high impact resistant, noncorrosive and self - extinguishing. 9. Provide thru -bolts and mortise nuts for installation on composite doors with wood, steel or plastic covering. 10. Opening force shall not exceed: 5 pounds pressure at interior doors 8.5 pounds pressure at exterior doors 15 pounds pressure at fire doors. 11. Provide drop plates where required for installation on narrow top rails. 12. Types: CI = 1230 -P9 C2 = 1231 -0 D. Stops 1. Manufacturer Listed: Ives 2. All doors are to have a wall stop 407-1/2 or floor stop 436 series unless otherwise specified. Where wall stops are specified but cannot be used, substitute floor stop. If wall stop or floor stop cannot be used, advise the Architect of the specific door during submittal process. Contractor shall provide solid backing for all wall- mounted stops. 3. Pipe Stops and Holders a. Manufacturer listed: Specware b. Acceptable Substitute: None c. Reinforcing rod and pipe shall be anchored in concrete slab. 4. Overhead Stops a. Manufacturer Listed: Architectural Builders Hardware 5. Types: S1 = 446 S2 = 407-1/2 08712 - Page 4 E. Thresholds 1. Manufacturer Listed: Pemko 2. Provide FHSL25 fasteners for all thresholds 3. Types: T1 = 171A F. Gaskets 1. Manufacturer Listed: Pemko 2. Provide S88D for head and jambs for all 20 minute rated doors. 3. Types: G1 = 315CN G2 = S88D G. Fasteners: 1. Furnish all finish hardware with all necessary screws, bolts, and other fasteners of suitable size and type to anchor the hardware in position for long life under hard use. 2. Furnish fastenings where necessary with expansion shields, toggle bolts, sex bolts, and other anchors approved by the Architect, according to the material to which the hardware is to be applied and the recommendations of the hardware manufacturer. 3. All exposed fastenings shall harmonize with the hardware as to material and finish. 2.03 KEYING A. All cylinders shall be keyed to the Sargent removable core grandmasterkey system. B. Provide construction cores and construction keys for use during the construction phase. C. Individual keying shall be as directed by the Owner and /or Architect. The hardware supplier shall attend a keying conference to be held at the jobsite or Owners office (in the vicinity of the jobsite) D. Furnish the following quantities of keys 6 masterkeys 4 construction keys 3 keys each KD lock, 6 keys each KA lock E. Key Control Stamp "Do Not Duplicate" on each permanent key. PART 3 - EXECUTION 3.01 INSPECTION A. Verify that doors and frames are ready to receive work and dimensions are as indicated on shop drawings schedules. B. Verify that power supply is available to power operated devices. C. Beginning of installation means acceptance of existing conditions. 08712 - Page 5 • HW -IV - Door Type L 1 Cylinder M3 Balance of hardware by door supplier 08712 - Page 7 08800 - Page 1 1.04 QUALITY ASSURANCE A. Conform to manufacturer's installation specifications and to Flat Glass Marketing Association (FGMA) Glazing Manual and Glazing Sealing Systems Manual for recognized good glazing installation methods. 1.05 SUBMITTALS A. Submit product data under provisions of Section 01340. B. Provide structural, physical and environmental characteristics, size limitations, special handling or installation requirements. C. Provide data on glazing sealant. Identify colors available. D. Submit samples under provisions of Section 01340. . 08800 - Page 2 2.02 GLASS MATERIALS A. Aluminum Window Systems: 1. Type A -1: Vision Tinted Glass Panels: a.) Overall thickness: 1 inch, insulated applicable system as specified in other Sections and in accordance with manufacturer's standards and recommendations. 08800 - Page 4 SECTION 09111 METAL STUD FRAMING SYSTEM PART 1 - GENERAL 1.01 WORK INCLUDED A. Formed metal stud framing systems. B. Framing accessories. 1.02 RELATED SECTIONS A. Section 05400 - Cold - Formed Metal Framing: Load supporting framed systems. B. Section 05500 - Metal Fabrications: Metal fabrications attached to stud framing as applicable. C. Section 06001 - Carpentry Work: Rough wood blocking within stud framing. D. Section 07190 - Vapor and Air Retarders. E. Section 07213 - Batt and Blanket Insulation: Insulation within stud framing. F. Section 07900 - Joint Sealers. G. Section 08520 - Aluminum Windows: Attachments to supportive stud framing system. H. Section 09260 - Gypsum Board Systems: Partitioning. 1.03 REFERENCES A. ASTM A525 - General Requirements for Steel Sheet, Zinc- Coated (Galvanized) by the Hot -Dip Process. B. ANSI /ASTM A591 - Steel Sheet, Cold- Rolled, Electrolytic Zinc - Coated. C. ASTM C645 - Non -Load (Axial) Bearing Steel Studs, Runners (Track) and Rigid Furring Channels for Screw Application of Gypsum Board. D. ASTM C 754 - Installation of Steel Framing Members to Receive Screw - Attached Gypsum Wallboard, Backing Board, or Water- Resistant Backing Board. E. FS TT -P -645 - Primer, Paint, Zinc - Chromate, Alkyd Type. F. GA 203 - Installation of Screw -Type Steel Framing Members to Receive Gypsum Board. 1.04 SYSTEM DESCRIPTION A. Metal stud framing system for exterior wall infill, with exterior sheathing type insulation interior and gypsum board. B. Metal stud framing system for interior walls, with batt type acoustic insulation where indicated and gypsum board. C. Maximum Allowable Deflection: 1/240 for interior partitions and other non- structural installations. D. Install systems to accommodate construction tolerances, deflection of building structural members, and clearances of intended openings. 1.05 SUBMITTALS A. Submit shop drawings of prefabricated work, if applicable, indicating component details, stud layout, framed openings, anchorage to structure, type and location of fasteners, and accessories or items required of other related work. B. Submit product data under provisions of Section 01340. C. Submit product data describing standard framing member materials and finish, product criteria, load charts, limitations, code and industry compliance standards, and other pertinent data. D. Submit manufacturer's installation instructions under provisions of Section 01340. 1.06 QUALITY ASSURANCE A. Perform work in accordance with GA 203 and ASTM C754. B. Submit one copy of each document to Architect. 1.07 SEQUENCING AND SCHEDULING A. Sequence work with other work directly affected by this Section. B. Coordinate the work of related Sections. PART 2 - PRODUCTS 2.01 MANUFACTURERS A. Gold Bond Building Products: size and gage indicated on drawings. B. Angeles Metal Systems - Product: 20 to 25 ga. metal studs. C. Substitutions: Under provisions of Section 01630. 2.02 STUD FRAMING MATERIALS A. Studs: ASTM A525, minimum yield of 33,000 psi, galvanized to G90 coating class, non -load bearing rolled steel, channel shaped, punched for utility access, in sizes and gages indicated on Drawings or otherwise required to meet installation requirements for applicable conditions. B. Runners: Of same material and finish as studs, bent leg retainer notched to receive studs with provision for crimp locking to stud and ceiling runners with extended legs where required. C. Furring and Bracing Members: Of same material and finish as studs, thickness as indicated or to suit purpose. D. Fasteners: GA 203. Self- drilling, self- tapping screws. E. Metal Backing: Minimum 20 gage galvanized steel for reinforcement as necessary. F. Anchorage Devices: Power driven, powder actuated, drilled expansion bolts or screws with sleeves as necessary for attachments to adjacent supportive construction. G. Acoustic Sealant: As specified in Section 09260. H. Primer: FSTT -P -645, for touch -up of galvanized surfaces. 2.03 FABRICATION 09111 - Page 2 t t A. If contractor elects to shop assemble, fabricate assemblies of framed sections to sizes and profiles required; with framing members fitted, reinforced, and braced to suit design requirements. B. Fit and assemble in largest practical sections for delivery to site, ready for installation. PART 3 - EXECUTION 3.01 EXAMINATION A. Verify that conditions are ready to receive work. B. Verify field measurements are as shown on Drawings. C. Verify that rough -in utilities are in proper location. D. Beginning of installation means installer accepts existing conditions. 3.02 ERECTION A. Install studding in accordance with ANSI /ASTM C754, GA 201 and GA 216, and manufacturer's instructions. B. Align and secure top and bottom runners at minimum 24 inches oc. Place two beads of acoustic sealant between runners and substrate at partitions indicating sound insulatin. C. Fit runners under and above openings; secure intermediate studs at spacing of wall studs. D. Install studs vertically at spacings indicated on Drawings. Place two beads of acoustic sealant between studs and adjacent vertical surfaces at partitions indicating sound insulation. E. Connect studs to tracks using crimping, clip and tie or fastener method as recommended by manufacturer for applicable conditions. Where options are allowed contractor shall select. F. Stud splicing not permissible. G. Construct corners using minimum three studs. H. Double studs at wall openings, door and window jambs, and not more than 2 inches each side of openings, unless wood buck is indicated. I. Brace stud framing system and make rigid. J. Coordinate erection of studs with requirements of door and window frame supports and attachments. K. Align stud web openings. L. Coordinate installation of bucks, anchors, and blocking with electrical and mechanical work to be placed in or behind stud framing. M. Blocking: Secure wood or metal blocking to studs. Install blocking for attachment of plumbing fixtures, toilet partitions, wall cabinets, toilet accessories, wood trim and other conditions indicated on Drawings. N. Where stud framing is shown to suspend ceilings, attach ceiling runner securely to acoustical ceiling track or other ceiling framing in accordance with manufacturer's instructions. O. Refer to Drawings for indication of partitions extending to ceiling only and for partitions extending through ceiling to structure above. Maintain clearance under structural building members to avoid deflection transfer to studs. P. Coordinate placement of insulation in multiple stud spaces made inaccessible after stud framing erection. 09111 - Page 3 3.03 WALL FURRING INSTALLATION A. Erect wall furring for direct attachment to concrete or other substrate walls or independently to top and bottom tracks and brace as necessary. B. Erect furring channels horizontally and vertically. Secure in place on alternate channel flanges at maximum 24 inches on center. C. Space furring channels maximum 24 inches on center. D. Erect free - standing metal stud framing tight to concrete or other type walls, attached by adjustable furring brackets in accordance with manufacturer's instructions. 3.04 FURRING FOR FIRE RATINGS A. Install furring as required for fire resistance ratings indicated. 3.05 SHAFT WALL INSTALLATION A. Shaftwall Framing: In accordance with manufacturer's installation instructions around elevator and vertical mechanical shafts. 3.06 CEILING FRAMING INSTALLATION A. Install in accordance with ANSI /ASTM C754, GA 201 and GA 216 and manufacturer's instructions. B. Coordinate locations of hangers with other work. C. Install ceiling framing independent of walls, columns, and above- ceiling work. D. Reinforce openings in ceiling suspension system which interrupt main carrying channels or furring channels, with lateral channel bracing. Extend bracing minimum 24 inches past each end of openings. E. Laterally brace entire suspension system. 3.07 TOLERANCES A. Maximum Variation From True Position: 1/8 inch in 10 feet. 09111 - Page 4 SECTION 09260 GYPSUM BOARD SYSTEMS PART 1 - GENERAL 1.01 WORK INCLUDED } A. Gypsum board. B. Waterproof backer board. C. Taped and sanded joint treatment. D. Acoustical sealant. 1.02 RELATED WORK A. Section 05400 - Cold Formed Metal Framing: Heavy gage Toad supporting framed systems. B. Section 06001 - Carpentry Work: Wood blocking within stud framing. C. Section 06200 - Finish Carpentry: Finished trim. D. Section 07213 - Batt and Blanket Insulation: Thermal and sound attenuation insulation. E. Section 07240: Exterior Insulation and Finish System. F. Section 07900 - Joint Sealants: Acoustical seals. G. Section 08305 - Access Doors: Metal access panels. H. Section 09111 - Metal Stud Framing System. I. Section 09900 - Painting: Surface finish. 1.03 REFERENCES A. ANSI /ASTM C36 - Gypsum Wallboard. B. ANSI /ASTM C79 - Gypsum Sheathing Board. C. ANSI /ASTM C442 - Gypsum Backing Board. D. ANSI /ASTM C475 - Joint Treatment Materials for Gypsum Wallboard .. Construction. E. ANSI /ASTM C514 - Nails for the Application of Gypsum Wallboard. F. ANSI /ASTM C557 - Adhesive for Fastening Gypsum Wallboard to Wood Framing. G. ANSI /ASTM C630 - Water Resistant Gypsum Backing Board. H. ANSI /ASTM C645 - Non -Load (Axial) Bearing Steel Studs, Runners (Track), and Rigid Furring Channels for Screw Application of Gypsum Board. I. ANSI /ASTM C646 - Steel Drill Screws for the Application of Gypsum Sheet Material to Light Gage Steel Studs. J. ANSI /ASTM C754 - Installation of Framing Members to Receive Screw Attached Gypsum Wallboard, Backing Board, or Water resistant Backing Board. K. ANSI /ASTM E90 - Method for Laboratory Measurement of Airborne Sound Transmission Loss of Building Partitions. L. ANSI /ASTM E119 - Fire Tests of Building Construction and Materials. M. GA -201 - Gypsum Board for Walls and Ceilings. N. GA -216 - Recommended Specifications for the Application and Finishing of Gypsum Board. O. GA -600 - Fire Resistance Design Manual. 09260 - Page 1 1.04 SYSTEM DESCRIPTION A. Acoustic Attenuation for Identified Interior Partitions: Specified in Section 07213. B. Shaft Wall: Perform to the following: 1. Fire Rating Requirements: rating in accordance with UL listed assembly as labeled on Drawings. 2. Acoustic Attenuation: Specified in Section 07213. 1.05 QUALITY ASSURANCE A. Applicator: Company specializing in gypsum board systems work with five years documented experience. 1.06 REGULATORY REQUIREMENTS A. Conform to applicable code for fire rated assemblies in conjunction with Section 09111 as follows: 1. Fire Rated Partitions: Listed assembly by UL for ratings indicated on Drawings. 2. Fire Rated Ceiling and Soffits: Listed assembly by UL for ratings indicated on Drawings. 1.07 SUBMITTALS A. Submit and product data under provisions of Section 01340 including gypsum board, joint type and compound and fastening methods to be used in installation. B. Submit manufacturer's installation instructions under provisions of Section 01340. • PART 2 - PRODUCTS 2.01 ACCEPTABLE MANUFACTURERS A. Gypsum Board Systems: 1. US Gypsum (USG) Industries. Inc. 2. Gold Bond Building Products, B. Tile Backer Board System - Shower Stalls: 1. 'Wonder Board" by Modular. Inc, 2. "Durock Interior Backer Board" byiLSG Industries. Inc. C. Substitutions: Under provisions of Section 01630. 2.02 FRAMING MATERIALS A. Shaft Wall Assembly: US Gypsum cavity shaft wall system, or equal. B. Furring, Framing and Accessories: ANSI /ASTM C645 or GA 201 and GA 216. C. Fasteners: ANSI /ASTM C514, C646, GA 201 and GA 216 as applicable for method of installation. D. Adhesive: ANSI /ASTM C557 or GA201 and GA216 where required. 09260 - Page 2 j I 4� ,_ PART 3 - EXECUTION 3.01 INSPECTION A. Verify that site conditions are ready to receive work and opening dimensions are as indicated on shop drawings. B. Beginning of installation means acceptance of existing surfaces and substrate. 3.02 METAL STUD INSTALLATION A. Installation as specified in Sections 05400 and 09111. 3.03 WALL FURRING INSTALLATION A. Installation as specified in Section 09111. 3.04 SHAFT WALL INSTALLATION A. Installation as specified in Section 09111. 3.05 CEILING FRAMING INSTALLATION A. Installation as specified in Section 09111. 3.06 ACOUSTICAL ACCESSORIES INSTALLATION A. Install acoustical sealant within partitions in accordance with manufacturer's instructions. B. Install acoustical sealant at gypsum board perimeter and sound partitions at: 1. Metal Framing: Beads. • 2. Caulk all penetrations of partitions by conduit, pipe, ductwork, rough -in boxes. 3.07 GYPSUM BOARD INSTALLATION A. Install gypsum board in accordance with GA 201 and GA 216 and manufacturer's instructions. B. Erect single layer gypsum board in horizontal direction, with ends and edges occurring over firm bearing with joints staggered. C. Erect single layer fire rated gypsum board horizontally, with edges and ends occurring over firm bearing, with joints staggered. D. Erect exterior gypsum sheathing vertically, with edges butted tight and ends occurring over firm bearing. E. Use screws when fastening gypsum board to metal furring or framing. F. Use nails or screws when fastening gypsum board to wood furring or framing. Staples may only be used when securing the first layer of double layer applications. • G. Double Layer Applications: Use gypsum backing board for first layer, placed parallel to framing or furring members. Use fire rated gypsum backing board for fire rated partitions. Place second layer perpendicular to - first layer. Offset joints of second layer from joints of first layer. 09260 - Page 4 if' , H. Erect exterior gypsum soffit board perpendicular to supports, with staggered end joints over supports. 1. Treat cut edges and holes in moisture resistant gypsum board and exterior . END OF SECTION 09260 Page 5 A. Submit product data under provisions of Section 01340. B. Provide product data on metal grid system components, acoustic units, and installation methods relative to supporting construction. C. Submit manufacturer's installation instructions under provisions of Section 01340. 1.08 ENVIRONMENTAL REQUIREMENTS A. Maintain uniform temperature of minimum 60 degrees F, and humidity of 20 to 40 percent prior to, during, and after installation. 1.09 SEQUENCING /SCHEDULING A. Do not install acoustical ceilings until building is enclosed, sufficient heat is provided, dust generating activities have terminated, and overhead work is completed, tested, and approved. B. Schedule installation of acoustic units after interior wet work is dry. 1.10 EXTRA STOCK A. Provide extra quantity of acoustic units under provisions of Section 01750. B. Provide one cartons of each type of extra tile to Owner. PART 2 - PRODUCTS 2.01 ACCEPTABLE MANUFACTURERS - SUSPENSION SYSTEM A. U.S.G. Interiors, Inc.: "Donn DXL ", fire rated exposed grid system to accommodate specified acoustical tile units. B. Chicago Metallic Corp.: fire rated exposed grid system to accommodate specified acoustical tile units. C. Substitutions: Under provisions of Section 01630. 2.02 SUSPENSION SYSTEM MATERIALS - A. Grid: ASTM C635, intermediate fire rated exposed T with main runner and cross tee; interlocking. B. Accessories: Stabilizer bars, clips, splices, edge moldings, hold down clips and other items as required for suspended grid system. C. Grid Materials: Commercial quality cold rolled steel with galvanized coating. D. Grid Finish: White color to match tile color. E. Support Channels and Hangers: Galvanized steel; size and type to suit application, to rigidly secure acoustic ceiling system including integral mechanical and electrical components with maximum deflection of 1/360. 2.03 ACCEPTABLE MANUFACTURERS - ACOUSTIC UNITS A. Armstrong, type as specified herein. B. U.S.G. Interiors, Inc., type as specified herein. C. Substitutions: Under provisions of Section 01630. 2.04 ACOUSTIC UNIT MATERIALS 09511 - Page 2 i t f 09511 - Page 4 1.07 EXTRA MATERIALS A. Provide one carton of flooring and base of each material specified under provisions of Section 01750. PART 2 - PRODUCTS 2.01 MANUFACTURERS - TILE FLOORING A. Armstrong Product: Standard Excelon Imperial Texture and Classic Corlon Sheet Flooring. Seagate. B. Substitutions: Under provisions of Section 01630. 2.02 TILE FLOORING MATERIALS A. Vinyl Composition Tile: FS SS -T -3128, Type Ill. Composition 1: 12 x 12 inch size. 1/8 inch thick, and as follows: B. Vinyl Sheet FSL -F 475A (3) Type 11 Grade A (.085) gau9e 2.03 ACCEPTABLE MANUFACTURERS - BASE MATERIALS A. Roppe Rubber Corp. B. Substitutions: Under provisions of Section 01630. 2.04 BASE MATERIALS A. Base: FS SS -W -40, Type I rubber; 2 -1/2 inch high; 1/8 inch thick; top set coved in tiled areas and toeless in carpeted areas; premolded external corners. B. Base Accessories: Premolded end stops and external corners, of same material, size, and color as base. C. Color: To be selected by Architect. 2.05 ACCESSORIES A. Subfloor Filler: White premix latex; type recommended by flooring material j ? manufacturer. B. Primers and Adhesives: Waterproof; types recommended by flooring manufacturer. C. Edge Strips: Vinyl edge strips, reducers or saddles as necessary, manufactured by Mercer Plastics Co.. or equal, PART 3 - EXECUTION 3.01 EXAMINATION A. Verify that surfaces are smooth and flat with maximum variation of 1/8 inch in 10 ft, and are ready to receive Work. B. Verify concrete floors are dry and exhibit negative alkalinity, carbonization, or dusting. Maximum moisture emission: 3 Ibs /1000 SF /24 hours. C. Verify that concrete subfloors on or below grade are installed over a suitable moisture retardant membrane. 09650 - Page 2 09650 - Page 4 1.06 REGULATORY REQUIREMENTS A. Conform to applicable code for flame /fuel /smoke rating requirements for finishes where indicated or required. 1.07 TESTS A. Provide analysis and testing of paint coating finish, if required by Owner, under provisions of Section 01400. 1.08 SUBMITTALS A. Submit product data under provisions of Section 01340. B. Provide product data on all finishing products. C. Submit samples under provisions of Section 01340. D. Submit manufacturer's application instructions under provisions of Section 01340. 1.09 FIELD SAMPLES A. Provide samples under provisions of Section 01340. B. Provide one field sample for each type of painted surface, minimum 6 ft. by 6 ft., illustrating coating color, texture, and finish. C. Locate where directed by Owner or Architect. D. Accepted sample may remain as part of the Work. 1.10 DELIVERY, STORAGE, AND HANDLING A. Deliver products to site under provisions of Section 01610. B. Store and protect products under provisions of Section 01620. C. Deliver products to site in sealed and labelled containers; inspect to verify acceptance. D. Container labelling to include manufacturer's name, type of paint, brand name, brand code, coverage, surface preparation, drying time, cleanup, color designation, and instructions for mixing and reducing. E. Store paint materials at minimum ambient temperature of 45 degrees F and a maximum of 90 degrees F, in well ventilated area, unless required otherwise by manufacturer's instructions. F. Take precautionary measures to prevent fire hazards and spontaneous combustion. 1.11 ENVIRONMENTAL REQUIREMENTS ° A. Provide continuous ventilation and heating facilities to maintain surface and ambient temperatures above 45 degrees F for 24 hours before, during, and 48 hours after application of finishes, unless required otherwise by manufacturer's instructions. B. Do not apply exterior coatings during rain or snow, or when relative humidity is above percent, unless required otherwise by manufacturer's instructions. C. Minimum Application Temperatures for Latex Paints: 45 degrees F for interiors; 50 degrees F for exterior; unless required otherwise by manufacturer's instructions. 09900 - Page 2 } PART 3 - EXECUTION . 3.01 INSPECTION A. Verify that surfaces and substrate conditions are ready to receive work as instructed by the product manufacturer. B. Examine surfaces scheduled to be finished prior to commencement of work. Report any condition that may potentially affect proper application. C. Measure moisture content of surfaces using an electronic moisture meter (Delmhorst Moisture Meter model #300). Do not apply finishes unless moisture content of surfaces is equal to or below the following maximums: 1. Plaster and Gypsum Wallboard: 12 on Moisture Meter. 2. Masonry, Concrete, and Concrete Unit Masonry: 17 on Moisture Meter or measured in accordance with ASTM D 4263 -83. 3. Interior Located Finished Wood: 12, measured in accordance with ASTM 02016. 4. Exterior Located Wood: 19, measured in accordance with ASTM D2016. D. Beginning of installation means acceptance of existing surfaces and substrate. 3.02 PREPARATION A. Surface Preparations: (As applicable and indicated on Drawings, Specifications and Painting Schedule.): 1. Concrete: a. Wire brush all loose and flakey materials, and scrape as required. Remove oil, wax, grease, panel bond breaker and form coatings by solvent cleaning with mineral spirits or hot biodegradable detergent solution followed by clean, hot water rinse. b. Allow concrete at least 28 days to cure before starting painting work, unless contractor can provide proof to the architect or owner by way of tests from an authorized testing service or agency that concrete has properly cured and will be acceptable for painting. c. Conduct moisture meter readings on all concrete to be 9. Wood products to receive Stain Finish: Remove dust and grit prior . to prime coat. This is not to be construed as removing dirt, footprints, oil or other contamination caused by other trades. Turn over to carpenters adequate quanitity of stain that they may apply one brush coat of stain to jobsite cut ends and edges as installation proceeds. After installation by other trades and before second coat of stain is applied, fill over all exposed set finish and casting nailheads with matching color filler after prime coat is applied. 10. Gypsum Wallboard: Surfaces to be crack -free, propertly finished, textured where required and left clean by other trades. Remove any minor subsequent contamination, dust and dirt. If surface defects appear after prime coating, have defects repaired by and at the expense of the drywall trade. After devects are corrected, proceed with finish painting, again using primer over repaired areas. B. Remove electrical plates, hardware, light fixture trim, and fittings prior to - preparing surfaces or finishing. C. Correct minor defects and clean surfaces which affect work of this Section. D. Shellac and seal marks which may bleed through surface finishes. E. Impervious Surfaces: Remove mildew by scrubbing with solution of tri- sodium phosphate and bleach. Rinse with clean water and allow surface to dry. 3.03 PROTECTION A. Protect elements surrounding the work of this Section from damage or disfiguration. B. Repair damage to other surfaces caused by work of this section. C. Furnish drop cloths, shields, and protective methods to prevent spray or droppings from disfiguring other surfaces. D. Remove empty paint containers from site. 3.04 APPLICATION EQUIPMENT A. General: For application of approved paint, use only such equipment as is recommended for application by manufacturer of the particular paint installed. B. Compatibility: Prior to actual use of application equipment, use all means necessary to verify that proposed equipment is actually compatible with material to be applied and that integrity of finish will not be jeopardized by use of proposed application equipment. 3.05 APPLICATION A. Apply products in accordance with manufacturer's instructions. B. Do not apply finishes to surfaces that are not dry. C. Apply intermediate and finished coats to not Tess than wet and dry film thicknesses and spreading notes as specified or recommended by the paint manufacturer or Architectural Specification Manual. D. Apply each coat to uniform finish. E. Apply each coat of paint slightly darker than preceding coat unless otherwise approved. F. Sand lightly between coats to achieve required finish. G. Allow applied coat to dry before next coat is applied. 09900 - Page 6 41 H. Where clear finishes are required, tint fillers to match wood. Work fillers into the grain before set. Wipe excess from surface. I. Prime back surfaces of interior and exterior woodwork with primer paint. J. Prime back surfaces of interior woodwork scheduled to receive stain or varnish finish with gloss varnish reduced 25 percent with mineral spirits. K. Where low sheen enamel is required for areas behind grilles, concrete spandrel glass areas, etc., use one or more coats of flat black paint of type recommended by the paint manufacturer for application to the types of surfaces indicated on the Drawings to achieve complete hiding of the substrate and proper paint adhesion. 3.06 CLEANING A. As Work proceeds, promptly remove paint where spilled, splashed, or spattered. B. During progress of Work maintain premises free of unnecessary accumulation of tools, equipment, surplus materials, and debris. C. Collect cotton waste, cloths, and material which may constitute a fire hazard, place in closed metal containers and remove daily from site. 3.07 SCHEDULE - GENERAL A. Unless otherwise modified hereafter, the following types of paint shall be applied to each surface material. The number of coats specified herein are minimum acceptable. Additional coats shall be provided wherever required to achieve complete hiding and satisfactory appearance in full accordance with specification requirements. All paint coats specified herein are in addition to prime coats applied to raw surfaces, unless otherwise indicated. 3.08 SCHEDULE - EXTERIOR SURFACES A. Concrete and Stucco Surfaces - Painted: Battley - O'Brien "Ful -Tek" Elastomeric coating system consisting of filler; E -9600 TEKMAFILM and E- 9630 DECOFLEX. Install in strict accordance with manufacturers instructions and recommendations for 10 year warranty. B. Gypsum Board and exterior insulation and finish system - Painted: Tnemec - Tneme -Cryl: Series 6 acrylic latex in two or more coat application as necessary to meet manufacturer's mil thickness recommendations. Install in the field in strict accordance with manufacturer's directions and recommendations. For textured coated gypsum board surfaces apply one coat of alkyd type sealer prior to application of textured coating. C. Ferrous (Non - Galvanized) Metals - Painted: Tnemec 1. Surface Preparation: SP6 2. One (1) coat Series 66 Hi -Build Epoxoline /Shop Prime, Field Touchup 3. One (1) finish coat Series 73 Endurashield (3 -5 mil) D. Galvanized Metals - Painted: Tnemec 1. Surface Preparation: SPI solvent cleaning 2. Pretreatment: Vinyl etch. 32 -1210 Tneme -Grip (0.5 mil) (Delete pretreatment if factory primed) 3. One (1) finish coat Series 73 Enduroshield (3 -5 mils) • • 09900 — Page 8 I A. Silk screen signs: Laminated color plastic; total thickness of 1/8" inch. Characters formed to Helvetica Medium style on front surface. . r B. Color: I 1. Face black general signage 10441 Page 1 i f } 10522 - Page 2 10552 - Page 1 PROJECT: 505 BAKER ADDRESS: 220 ANDOVER PARK EAST LEGAL DESCRIPTION: • NORTH LOT TAX N0. 022310 - 0101 -01 THAT PORTION OF TRACT 10 OF ANDOVER INDUSTRIAL PARK NO. 2, AS PER PLAT RECORDED IN VOLUME 11 OF PLATS, ON PAGE 68, RECORDS OF KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHEAST CORNER OF SAID TRACT x.10: ., THENCE N 01d11'25" E, ALONG THE WESTERY MARGIN .OF JAMES CHRISTENSEN ROAD, A DISTANCE OF 106t99'-'FEET TO THE TRUE POINT OF BEGINNING: THENCE N 88d54'5,4" W: A DISTANCE OF 28496 FEET TO A POINT ONrTIE : .EAPT,ERY;, s MARGIN OF ANDOVER PARK EAST: THENCE N 01e�(d5r!b ALONG SAID EASTERY MARGIN, A DISTANCE OF.354.02''FT. TO A POINT OF CURVE: THENCE ALONG A CURVE TO THE RIGHT HAYING A RADIUS OF 5000 FEET, AN ARC . D I ?, OF 1891 FEET TO A POINT ON THE SOUTHERY MARGIN OF BAKER BOULEVARD: THENCE 5 88d25'21" E, ALONG SAID SOUTHERLY MARGIN, A DISTANCE OF 185.61 FEET TO A POINT OF CURVE: THENCE ALONG A CURVE TO THE RIGHT HAVING A RADIUS OF 50.00 FEET, AN ARC DISTANCE OP 18.20 FEET TO A POINT ON THE WESTERLY MARGIN OF THE JAMES CHRISTENSEN ROAD: THENCE 5 01d11 W, A ' DISTANCE OF 35234 FEET TO THE TRUE POINT OF 'BEGINNING EXCEPT THE SOUTH 111 FEET THEREOF. SOUTH LOT TAX NO. 022310 - 0099 -01 THE SOUTH 111 FEET OF THE FOLLOWING DESCRIBED REAL ESTATE, SITUATED IN THE CITY OF TUKUJILA, KING COUNTY, WASHINGTON: (SEE DESCRIPTION ABOVE) RECEIVED CITY OF TUKWILA JAN 1 3 1995 PERMIT CENTER City of Tukwila John W. Rants, Mayor 0 '° , �;��� .f Department of Public Works Ross A. Earnst, P. B., Director ' ''•• .......... •'* _ • 1908 • • • NOTIFICATION TO RECIPIENTS OF PUBLIC WORKS UT:;LITY PERMITS All Public Works utility permits have a standard requirement listed on the first sheet: "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." This is being emphasized and brought to your attention due to an increasing number of developments where this action is not occurring. In some cases, construction has not been completed in accordance with permit conditions and City standards. In situations where required notification has not been given to the City Inspector; the developer is proceeding at his own risk and may be required to remove and replace nonconforming construction. You are urged to review each permit and set of approved plans thoroughly and comply with any conditions or requirements stipulated. For clarification, the City Inspector referred to above is the PUBLIC WORKS UTILITIES INSPECTOR, GREG VILLANUEVA, WHO CAN BE REACHED AT THE 433 -0179 NUMBER. Your cooperation in this matter is required and appreciated. • • ' 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: (206) 433-0179 • Fax (206) 431-3665 - - • • . 06 - 27 -1995 02: 13PM SCHUCHART CORPORHUION = =�= • 1 5b-i b8Y 'J11 .i:Pc1 ., . • ENGINEERS NOR WESt, ANC, r UG . • • 6869 Wootflawn Avenue NE Sulte 205 • • . • .SEAYTi4•WA5HIN�TON 98115 . ` ' • - 2 7 w / ,C DATE _. , . _._ .._.. _ _. a ,; (20G) 1 $254560 • SUBJECT .• l3 Or - i. PI v �1rvi1� . ,:....____NL.,...1.zswe4 I ''� • 1 • • GIP Ga s • • • » 1 . 1114 c e WA h 3 inI, .✓l/ -ol A 4 :et e we is =•,'1 lieu of 4,4" kwels ji�g T �v 12 :•. '4fie #r E/.�; • �, ,' elf ��61 c 4 1 (se sue, S l ..elevc,„). �; f, rs� eeBl?)�b19 1-a to ,tvi '= i ' f 4''• ,h q' #16" 3 dr�r.� 4 c � olu+l, of 4 4-oda/ ' • w%v1•1ch � a ait' ' r' 1. dlA 1 1 8 1 1 ' a�! �L� _Al?. • , cm: , °frwGdr siiiii�i °'E_e`?�� / Pk/rfi r " ..!#"*211,41(.1.._..h_LLItEl>gis . , . ... ___ k:.•,..I.40411. .......•........_. .._............_..,.....,._._., ...._...•_ ..-.........,. : _ ; • • ' S &i4 I" .4 ,�,• ,. • ■', °••.` . 4,:j PLEASE REPLY 0 NO REPLY NECESSARY ey/'1G CZ rr., oa. a '�,,, ,.. . . . , , . , ..1. ..... . . . . . . . . . . . . . . . , • •• . . . . . . .. . . . . • • co y� oi. , i r .. . V � • � :' ' AWtI y • �•� ii 1995 � "N1,, - ,• N . • • ��� p�N ' • • . It • arm • • t, 1 . . e—reiea q.Z • . ' • • • TOTAL P.02 JUN -22 -9b THU 9:2' KIS 1 ,OUkf1NUE 11-IA NU, 2UbG H 'Gnoo r. UG CITY OF TUKWILA LICENSE oR PERMIT BOND JUN 2 2 1995 PERMIT CENTER Bond No. LPM 351054 KNOW ALL HE,T BY THESE PRESENTS; That we, Tomasko Bros. Inc. as Principal, and A erica Bankers In Com any a corporation orgAnized under the - w State oz Florida h aving its principal office in Miami Florida , and authorized to transact the business o= 5us'ety in the Stat of Was ngton , as Surety, are held and tirnly bound unto City of Tukwila- public works Dept. ,, as Obligee, in penal sum of Two Thousand Dollars a nd no / 1 00 _ (,0O0.00 ) Dollars, lawful money of the United States, for Which payment, well and truly to be made, we bind ourselves, our heirs, executors, administrators, successors and assigns, joinly and severally, firmly, by these presents. WliZtEAS, the said Principal has applied to said Obligee for a license or permit Hauler (Describe nature or license or permit) NOW, T:EREEORE, THE CONDITION OE THIS OBLIGATION IS SUCH, That if the said Principal shall indemnity said Obligee against all loss to it caused by said Principal's breach of any ordinance, rule or regulation relating thereto, then . the above obligation shall be void, otherwise to be and remain in full force ; and effect. PROVIDED, THE I.,; A8 'T'Y OE THE SURETY upon this bond shall be and remain in '4u11 force and effect for the full period of the certificate, license, or permit issued to the Principal above named but not beyond June 21, , 1996 , or ten days after receipt by the Obligee of a written notice signed by such Surety, or it authorized agent, stating that the liability of such Surety is thereby terminated and canceled. Provided further, that nothing herein shall affect any rights or liabilities which shall have accured under this bond prior to the date of such termination. This bond may be extended ;:or a further term by the issuance of a Continuation Certificate signed by the Surety. Dated June 21 , 1995 Tomasko Bros., Inc. Principal By: American Bankers Insurance Company Surety o j ori•a / r •• By: � _ r eL Elliott J. Brink Attorney-In-Tact • • JUN -22 -95 THU 8:28 RIS INSURANCE FAX N0. 2062932385 P R E O EIVED • 'i CITY OF TUKWIIA A 1 AMERICAN BP, .KERS INSURANCE COMPAI'L OF FLORIDA ti 11272 Quell Roost Drive, Miami, FL 33157.6586 J UN 2 2 1995 POWER OF ATTORNEY rtHMiT CENTER KNOW ALL MEN BY THESE PRESENTS: 0351054 That AMERICAN BANKERS INSURANCE COMPANY OF FLORIDA, a corporation of the State of Florida, does hereby make, constitute and appoint: Mary L. Faurd, Lawrence M. Nakahara, Elliott J. Brink Its true and lawful attorney -in -fact, with full power and authority, for and on behalf of the Company as surety, to execute and deliver and affix the seal of the Company thereto, if a seal Ls required, on bonds, undertakings, recognlzances, consents of surety or other written obligations in the nature thereof, as follows: ANY AND ALL BONDS AND UNDERTAKINGS THE LIABILITY OF THE COMPANY SIIALL NOT EXCEED $300,000 (Three Hundred Thousand & 001100) Dollars and to bind AMERICAN BANKERS INSURANCE COMPANY OF FLORIDA, a certified copy of which is hereto annexed and made a part of this Power of Attorney. IN WITNESS WHEREOF, AMERICAN BANKERS INSURANCE COMPANY OF FLORIDA has caused these presents to be signed and sealed by bcsimile by its duly authorized officers and its corporate seal to be hereunto affixed this 23rd day of MAY, 1993. AMERICAN BANKERS INSURANCE COMPANY OF FLORIDA B EAL ad) 164Y g • D sera k vICS PRESIDCN 100:44 A[test: SECRETARY --� NOTARY PUBLIC Before me personally appeared Jason J. Israel and Sanford Neubarth, to me wellknown, and known to me to be the individuals described In and who executed the foregoing instrument as Senior Vice President and Secretary of the above -named AMERICAN BANKERS INSURANCE COMPANY OP FLORIDA, a corporation and severally acknowledged to and before me that they executed such instrument as such Senior'Vice President and Secretary, respectively, of said corporation, and that seal afibted to thc foregoing instrument is thc corporate seal of said corporation and that it was affixed to said instrument by due and regular corporate authority, and that said instrument Is the free ace and deed of said corporation. Sworn to before me this 23rd day of May, 1993, r NOTARY OI t d ti tunwtw 111310A1311 NOTARY PUBLIC STATE OF FLORIDA = Pk coMwtsoa« NUM/Ill MY COMMISSION EXP. APRIL 29, 1997 111111154 --- BONDED THRU GENERAL INS, UND. '' orO APR. 199 N OTAUYPUeuC RESOLUTION OF THE BOARD OF DIRECTORS AMERICAN BANKERS INSURANCE COMPANY OF FLORIDA WHEREAS, it is necessary for the effectual transaction of business that this Company appoint agents and attorneys with power and authority to act for it and In its name In the states and territories of the United States and in the provinces of the Dominion of Canada. RESOLVED, that this Company do and it hereby does authorize and empower its President, Executive Vice Presidents or Senior Vice Presidents in conjunction with Its Secretary or one of its Designated Signers, under its corporate seal, to appoint any person or persons as Us act as Lts true and lawful attorney -in -fact, to execute and deliver any and all contracts, guaranteeing the fidelity of persons holding positions of public or private trust, guaranteeing bonds and undertakings, required or permitted in all actions or proceedings, or by law allowed; and FURTHER RESOLVED, that the signature of any officer authorized by Resolutions of this Board and the Company seal may be affixed by facsimile to any power of attorney or special power of attorney or certification of either given for the execution of any bond, undertaking, recognizance or other written obligation in the nature thereof; such signature and seal, when so used being hereby adopted by the Company as the original signature of such officer and the original seal of the Company, to be valid and binding upon the Company with the same force and effect as though manually affixed. I certify the above is a true copy of a Resolution adopted at the meeting of the Board of Directors of AMERICAN BANKERS INSURANCE COMPANY Or FLORIDA, on May 22, 1993. Fwd SEAL State of Florida °�T County of Dade ,,, Skc RFTARY • ■ I hereby certify that the above Power of Attorney remains in full force and effect) and furthermore, that the Resolution of the Board of Directors of AMERICAN BANKERS INSURANCE COMPANY OF FLORIDA, dated May 22, 1993, remains In full force and effect as of this 21 fiat day of ,TilnP , 19 •9 • , • • • I! sacatnexr Arty instrument issued in excess o the penalty amount stated above is totally void without any validity: NOT ACCEPTABLE IF PHOTOCOPIED. A5215- B7O-0794 t � •7 � y p DATE (MM /DD/YY • Adi��ltil . CER O I t ;,TOMA 1 ': 06/19/95 1. PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE RIS Insurance Services HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR P. 0. Box 1059 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Anacortes WA 98221 COMPANIES AFFORDING COVERAGE James F. Jermyn COMPANY 206- 293 -2135 A Western National Assurance INSURED 505 R ^ R COMPANY (� ff COMPANY TOMASKO BROS. INC. C 1314 31st Street P w 1 .-0(2.0 I COMPANY Anacortes WA 98221 D COVERAGES:: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED, NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. CO POLICY TR TYPE OF INSURANCE POLICY NUMBER DATE (MM /DD P OATE Y (MMIDD T /YY) N LIMITS GENERAL LIABILITY GENERAL AGGREGATE _ S $1,000,000 A X COMMERCIAL GENERAL LIABILITY BP4620862 10/28/94 10/28/95 PRODUCTS • COMP/OP AGG $ $1,000,000 CLAIMS MADE n OCCUR PERSONAL & ADV INJURY S $1,000,000 — OWNERS & CONTRACTOR'S PROT EACH OCCURRENCE S $1,000 000 FIRE DAMAGE (Any one flre) $ $50,000 MED EXP (Any one person) $ $5,000 AUTOMOBILE LIABILITY COMBINED SINGLE UMIT L 750,000 A _ ANY AUTO BP4620862 10/28/94 10/28/95 X ALL OWNED AUTOS BODILY INJURY SCHEDULED AUTOS (Per person) $ X HIRED AUTOS BODILY INJURY S X NON-OWNED AUTOS (Per accident) PROPERTY DAMAGE S GARAGE LIABILITY AUTO ONLY • EA ACCIDENT S ANY AUTO OTHER THAN AUTO ONLY: EACH ACCIDENT $ AGGREGATE $ EXCESS LIABILITY EACH OCCURRENCE $ 1,000,000 A 71 UMBRELLA FORM BP4620862 10/28/94 10/28/95 AGGREGATE $ 1,000,000 !!!! OTHER THAN UMBRELLA FORM $ WORKERS COMPENSATION AND I STATUTORY LIMITS , ,,,,,., . EMPLOYERS' LIABILITY EACH ACCIDENT $ — THE PROPRIETOR/ INCL DISEASE • POUCY UMIT $ PARTNERS/EXECUTIVE — OFFICERS ARE: EXCL DISEASE • EACH EMPLOYEE $ OTHER A EQUIPMENT RENTAL BP4620862 10/28/94 10/28/95 ALL RISK $500 DED. ENDORSEMENT LIMIT $100,000 DESCRIPTION OF OPERATIONS /LOCATIONSNEHICLES /SPECIAL ITEMS CITY UKWILAISOADDITIONALINSURED AS RESPECTS OPERATIONS OF THE NAMED * *fAX: 206 - 431 - 3665 ** CERTIFICATE. HOLDER : ...:..: : .... ::: ' :;' ....:.:..... CANCELLATION.; •: : CI TY016 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANOELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING COMPANY WILL ENDEAVOR TO MAIL 10 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, CITY OF TUKWI LA BUT FAILURE TO MAIL SUCH NOTICE SHAL NO OBUQATION OR LIABILITY 6300 SOUTH CENTER BLVD, S 100 OF ANY KIND UPON THE COMPANY, ITS ADE , O REPRESENTATIVES. • TUKWILA WA 98188 AUTHORIZED REPRESENTATIVE / .4. • James F. Jermyn . .. . . • . • •. . . • , • _ • . 4 .... rd.t . • . - ' ‘...-./ - ,,-:\.■•• .., ,,,,„.... . - :.,- • . . ' • . . . . . tAi i • 1: 1 , t, ' c '• . ' F, •- A)Tirra ;,-- I. ', ."•:' ' ' '._ : ,.i. .. ..,..-: v . ' '2,4 iiii . I I k . 4' ,•:. .. 1 - , - , _ , , , • 4, ., . 1 .P c. i '•,.. ult. 1 - 1, ,,. i42.< %.%,..!.■• - t r. - # ..hwi titglik il ••, . , 4 4 . 1 , . 'I . ' '.'" " ISE 1 11, ' 144 ., "1 * • ..-1 „ '• ' •j '• , ' • • ..• 1 - — --- .-.i- -- 0 -4 --- 2 "..1 - -- +.' - *- -- Fp -11-, Iiincit ei , ,.... 0 •t,• .,... ..,..:, • i .,„ . • a , , 1 ...),..•••,,,,,,,,_ , , _• .• .., •,1 • , ,..,,,, ,:,,- • . • -...,.:.:.,..:,.., • ,_., io • ill i f • e# '44 ' .• 7 I '...t. V ..; .311WINii .• !-,:, 6 ! ont '' .t. ' ' t - r• ter '1'; .. f i l„ FrP . . . _.' ,, .f.■ . ' • 41 '!:, .,''',' ' r '"I 0 0 1 ." -4w . .-,., • -: 1.- it , !t i rm" • • ,. • • a. CO gm .--A wrt :, .51 % t ,k. V , 4444 . ,0•,,•;.t wv ,.. . 4145 l igh . l . lithrWir ',''.' '.' • ' ? • - :', ) '.* gl - • • . • , . t: , , * . <4 t : i — ,,i411 n A• • Ii. • • .) • .... '' "i ii, 0 - lor!,- . . - 41#... s .: ' --. - 41.1.7,..1■1 - • A ; -4 - 7,'"' - .. 1 .911... rilt,,,.„ , ' ..*:;' ..,.., -i , -: -- — -A.t --- -- 1 -- .. • 1 . itZ t ‘4 0 '. .,.. ' ' t ' • ! kr ''• ' 4; ' . -: 4 „ . 1.1 7C r•1 r { . ' . •, . r • !.1' . ' _ " 114d 4 . ' _ tWrI: . . I' 1 . t, v [ .,A 1 (0 - . . ).' 1 ,. 4. .,.. :Ft A i ' ... iii V rii,,14: . lj '■''''' I , IA:, ilWr : \ I. , , 16. . k I PI Id 1111114'A I i . . . '' ' f? • * ' ''' r. ‘ 1 II Ae . ,' ' , IIP a ' ' '4N, , r4.•11.,, 4% .1 ) • .itv..t:',.}..,..; ' . **.t: !,,... 9 .. r , • ...... _ . P.... ' ,.- • e !. 1 1 i 9 i , < lt,,i•,. , ti'L'i,V, : 14 ' V ,, , . • fln ' 1., t' ; ..ir - , gri.i.i 4- . ..-. .. . IL --citc444 if 1 PI '' I :;- . 4 k,.... „.....7.ii. k„.. ,.. ' .1.; ;,. ' .4,,I,•:.s •• , „ Iiiibli : '' ,. . ' 0 000 . ' . .4 %4, 41 r10 ‘ ' r-I i: t, 1 el ' ‘. '. ' ViTr: :•,‘ '. • '1?,t' tr) . 1.. .. ov OM - t - OP,.. r '',. I 4' 1, ,„ _, ' ;.- "' ': ' ' - . .____„. ',-1.. ' 't - .,,, zi)g .-..... ..:, t, ----,-.- 's; - 7v - 4 •011 • . ,47,.. i . 5 0 ../ " - - bt , M • ,1 .. 1 I ,,•; .7, ;;-.; • • ' ' A'.'• Wry', ' -' • .41 1. 1 ,-. • • ‘-' . . I ,., N NV yny - — , , fql, "., , 1 . D i. ,), 4 4A i”. Ur F ......., • tr lilt, .s, , • _ ootly ,-• friwili .1. /NI , • HDHJA • -. : : : .■77 , ... . , -.. • -• . ... - -... ... , . . . . . . : . . • . .. . • . . . , •.,, ... • .. .. . . . . . . . . . . • .• • , . . . . . . . • . . . . • ,, .. • • • • �\ \� „ ( 4. s 0 i t � cp- City of l ukw la Iohn W. Rants, Mayor �I 1 igv- i 0 � °: Department of Public Works Ross A. Earnst, P. E., Director ii, ,' , of NOTIFICATION OF UTILITY PERMIT ACTION TO: PERMIT CENTER FROM: PUBLIC WORKS ENGINEERING DATE: JUNE 22, 1995 SUBJECT: 505 BAKER BLVD 200 Andover Pk E Plan Check No. B95 -0013 Project No. PRE94 -017 Activity No. PW95 -0201 Contact Person: Royce A. Berg Phone No. (206)583 -8030 ( MS - oa►3) THE FOLLOWING PUBLIC WORKS PERMITS HAVE BEEN APPROVED FOR ISSUANCE IN ACCORDANCE WITH THE PLANS APPROVED ON JUNE 22, 1995: Permit Fee Hauling $ 25.00 Two copies of the confirmed Utility Permit Application Form are attached for inclusion in the permit file. Also attached are copies of Certificate of Insurance, Hauling Bond and 5 copies of haul route map. If any questions, please advice. JJS /j j s Attachments a/s cf: City Clerk (w /copy of UPA, haul route map & original of Certificate of Insurance & Permit Bond) PW Utilities Inspector (w /copy of application /haul route map) Development File (w /copy of application /haul permit documents) 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: (206) 433 -0179 • Fax (206) 431-3665 :.. •. , .. i•. ..,z ' ..:..'. ...... .,..,... .r ::.. 1 .. .. ....... .... .... ...... .......... .. ........ ».......v.,s...- .r,..,r .... ..., .. .• .....» .,......, .... .-.. ... ........... ... sr...wr.,w. .wn.ev s. n. ... .. i .. . .. .. .. • : k r s gyul* p+ • la % O I ''4`4 kV"- "' � ' ' City of L i I Y '''� o ohn W. Rants, Mayor '1, 0M, Department of Public Works Ross A. Eamst, P. E., Director / NOTIFICATION OF UUTILITY PERMIT ACTION TO: PERMIT CENTER FROM: / PUBLIC WORKS ENGINEERING DATE: May 3, 1995 SUBJECT: 505 Baker Blvd.- New Office /Retail Bldg 220 Andover Park East Plan Check No. B95 -0013 Project No. PRE93 -017 Activity No. PW95 -0004, 0120, 0121, 0122, 0123, 0124 and 0126 Contact Person: Royce A. Berg Caa cj /, ,I� � Phone No. (206) 583 -8030 9• J THE FOLLOWING PUBLIC WORKS PERMIT HAS BEEN APPROVED FOR ISSUANCE IN ACCORDANCE WITH THE PLANS APPROVED ON April 28, 1995: Permit Fee 004 Sanitary Side Sewer 20.00 120 Curb Cut /Access /Sidewalk 25.00 121 Fire Loop /Hydr. 25.00 122 Land Altering 129.00 123 Landscape Irrigation 25.00 124 Storm Drainage 25.00 126 Channelization /Striping 25.00 Total Fee: 274.00 Two copies of the confirmed Utility Permit Application Form and approved plans are attached for inclusion in the permit files. JJS / j j s Attachments a/s cf: PW Inspector (w /copy of application /plans) Development File (w /copy of application /plans). 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: (206) 433.0179 • Fax (206) 4313665 • CITY OF TUKWILA 6300 SOUTHCENTER BOULEVARD Se TUKWILA, WA 98188 Pea 3°5 D O " bptJ • ►t;0 * REVISF'• N * /� RECEIVED CITY OF TUKWILA ' Tyk a DATE 4 /2 - 95. A. 3 R 2 $ iu Ki APR 1 3 1 1: ► pUaLJO WOFIKS PERMIT CENTER ,, , PROJECT NAME j3 �/�� , ADDRESS 2-20 lido vee Pk CONTACT PERSON ny PHONE � ARCHITECT OR ENGINEER D( C L 1 /4 . 4 PLAN CHECK/PERMIT NUMBER 'CJ 9a— 00/ TYPE OF REVISION: _ Z 1/ , GU JQ y) 2 l G (' 2 e/ ed /epe5 . • SHEET NUMBER(S) L... 3 L 4/ "Cloud" or highlight all areas of revisions and date revisions. SUBMITTED TO: Doh geditob 0 (J • • Architecture and Planning' p Pomeroy Northwest; Inc., Royce A. .Berg, A:1 A 1127 Pine Street, Suite 300 Seattle, WA 98,101 (206) 583 LPN Architects & Planners TRANSMITTAL 1201 Fourth Ave. So., Suite 102 Seattle, WA 98134 RECEIVED To: Bob Benedicto Da te: 12 April 1995 CITY OF Tul<wILA City of Tukwila APR 1 3 1995 6200 Southcenter Pkwy Project Name: 505 Baker Tukwila, WA 98188 PERMIT CENTER Project No.: NW 94003 Re: 505 Baker .... ..'.:,4 .1',.;;,!:_,[,,,9 , Permit # 895 -0013 ; d� { � Description: ld I! 8 Iwo 14) 2 sPts1>=riga .i_on_p_l a n.s , Z. 3 /... i i v u . tt;s Remarks: XS per your Request ❑ For Distribution „■ail ❑ For your Use /Reference ❑ For your Records ❑ Courier ❑ For Review and Comment ❑ Other 0 Hand Deliver ❑ For your Signature ❑ Federal Express ❑ For your Approval ❑ Hold for Pick -up BY Royce Berg cc: John Jimerson (1 copy) • Architecture.and Planning. . . . . p Pomeroy. Northwest, Inc., Payee A. Berg, •A.1 A.,. 1127 Pine Street, Suite 300 Seattle, WA 9 & 583-.8030 : . . • • LPN Architects & Planners TRANSMITTAL 1201 Fourth Ave. So., Suite 102 Seattle, WA 98134 RECEIVED CITY OF TUKWILA To: Bob Benedicto Date: 27 March 1995 MAR 2 7 1995 Plans Examiner City of Tukwila Project Name: 505 Baker 6200 Southcenter Blvd. PERMIT CENTER Tukwila', WA 98188 Project No.: NW 94003 Re: Permit Application B95 -0013 I e Description: 2 se +.s revicPr1 prints_S.b A2, Al, 11 1 cover memo Remarks: Via: ❑ ent per your Request ❑ For Distribution ❑ Mall ef -gour Use /Reference ❑ For your Records ❑ Courier ❑ For Review and Comment ❑ Other jr&LIEind Deliver ❑ For your Signature ❑ Federal Express ❑ For you Approval ❑ Hold for Pickup By: Royce Berg cc: John Jimerson, (1 set) i ( . .. CITY OF TUKWILA RECEIVED 6300 SOUTHCENTER BOULEVARD CITY OF TUKWILA TUKWILA, WA 98188 MAR 2 7 1995 PERMIT CENTER * REVISION SUB 41 * DATE 191(45' PROJECT NAME 670 biome . ADDRESS 6"b5' ( 2(/V Vivikae- 4 CONTACT PERSON Roco, 1.P yr PHONE ] ,J or /0 ARCHITECT OR ENGINEER I/PO PLAN CHECK/PERMIT NUMBER 6 95=00 i 3 TYPE OF REVISION: I1?. eak_WisY 6 9L 4j -to befo rb (.4) co m I ' . ._ . SHEET NUMBER(S) k0 sikb t "-'( "Cloud" or highlight all areas of revisions and date revisions. SUBMITTED TO: AttL) J, . ,; -1:„‘ 4;iTk " ",s4 . w., ay... :wv¢ - .: <• PO. , •dtYiff MOP' +.kN� +ili�ut�.+.Srroet'!ltRYtpPoY wt . :•5...'. i' rJ.�G7/�a�'Y�. W.2u'3SY..ly.'s� .;�3:Ie. f.. • kctureand PlanninC.'' • t c • A Berg, A .I :A; 1201 1ourth'AVO: S Suite % 107 Seattle WA 98134 (206) 583 8030 Fox (206 583 0708 MEMORANDUM TO: Bob Benedicto DATE: 27 March 1995 Plans Examiner City of Tukwila PROJECT: 505 Baker CIT OF OF 6200 Southcenter Blvd. MAR 2 7 1995 Tukwila, WA 98188 PROJECT NO: NW 94003 SUBJECT: 505 Baker Blvd. PERMIT CENTER Permit Application #B95 -0013 Enclosed are three copies of revised drawings, Sheets A2, A3, and L1. Per B.A.R. the following changes were made to the drawings: • Added pathway at southeast corner of property to adjacent park and clarified walkway along south side of building. ▪ Added note to the drawing "sidewalk at corner Andover Park East and Baker Blvd to be completed by City of Tukwila per public works per direction of Ron Cameron to allow installation of street light utility. Please call if you have any questions or if you need additional information. R- •ectfuily, Royc :erg Enclosure cc: John Jimerson (1 set of above) Planning Department RECEIVED CITY OF TUKWILA CITY OF TUKWILA 6300 SOUTHCENTER BOULEVARD MAR 0 7 1995 TUKWILA, WA 98188 PERMIT CENTER * REVISI •N SUB .ATTAL * * DATE 3 /Vic PROJECT NAME Cog &4 ✓J ADDRESS - _A1/ *;tede -. /33 4 CONTACT PERSON ff-4,10 1 PHONE .s3 --.5r03 0 ARCHITECT OR ENGINEER PLAN CHECK/PERMIT NUMBER ,87c- 4, / ' TYPE OF REVISION: SHEET NUMBER(S) Rho( A4 2 "Cloud" or highlight all areas of revisions and date recisions. SUBMITTED TO: bob 44 /: Architciur'e and Planning ~y • Leason Pomeroy Northwest Inc Royce A Berg A.I.A 4l27, Pine Street, Suite 300 Seattle, WA 98101' (206), .583-800 - LPN Architects & Planners TRANSMITTAL 1201 Fourth Ave. So., Suite 102 Seattle, WA 98134 RECEIVED CITY OF TUKWILA To: Robert Benedicto Date: 3 MArch 1995 MAR 0 7 1995 Plans Examiner City of Tukwila Project Name: 505 Baker PERMIT CENTER 6200 Southcenter Blvd. Tukwila, WA 98188 Project No.: NW 94003 Re: Permit Application B95 -0013 Description: 2 copies revised plans - Shts. A -2, A -4, A -7, M -1, M -2 __ Cover .Memo /Letter Mech Summary Lig S _ Remarks: Via: C) , nt per your Request ❑ For Distribution ❑ Mall For your Use /Reference ❑ For your Records ❑ Courier ❑ For Review and Comment ❑ Other Hand Deliver ❑ For your Signature ❑ ederal Express ❑ For your Approval ❑ Hold for Pickup BY: Steven G. Price cc: • r . IMMP ; mcs• 'we - .'S.0 .Y, y a .. S% ikethY A rchitecture and Planning, Inc. ' Royce A Berg A. I.. A., 1201 rourlh Avo..S., Suite 102 Sec+ftle. WA 98134 -(206) 583-8030 I <ix (206) 583 0/013 MEMORANDUM TO: Robert Benedicto DATE: 2 March 1995 RECEIVED Plans Examiner CITY OF TUKWILA City of Tukwila PROJECT: 505 Baker 6200 Southcenter Blvd. MAR 0 7 1995 Tukwila, WA 98188 PROJECT NO: NW 94003 PERMIT CENTER SUBJECT: Plan Correction, 505 Baker Permit Application #B95 -0013 The following items are in response to your plan review correction notice dated 12/23/94 and are numbered respectively: 1. A note has been added to Sheet A -4, "Proposed window and opaque doors shall be labeled by certified independent agency licensed by the National Fenestration Rating Council, and bear the U- values required by plans ". 2. Enclosed reflected ceiling plan shows proposed exterior lighting and budget. Interior lighting budget will be submitted with future tenant improvement permits. Also enclosed is revised WSEC lighting summary. 3. HVAC plan has been added to drawing set. Enclosed are sheets M1 -M2 and Washington State Energy Code Compliance Forms. Steven G. Price Enclosure 1994 Washin•t^n State Nonresidential Ener• Cod Com•liance Form Mechanical .Summ • • .ME -S 1 994 Washington State 4ortesrdenhal Energy Code Compliance Forms April 1994 Project Info ProiectAddres Date �rapr��1 Q DARK [ c9 s- �S ,.�. 'For Building D se CITY OF TUKWILA Applicant Name: � �[, MAR 0 7 1995 Applicant Address:t 1 F'Clia2 AYE S . SST_e 105) PERMIT CENTER Applicant Phone: (... . airJ t� a ., RQ 50 Project Description i 7ZP AIR 031.10111 op.4,? &i L.I NIT .S Briefly describe mechanical system type and features. I Compliance Option Simple System p Complex System ❑ Systems Analysis (See Decision Flowchart (over) for qualifications) Equipment Schedules The following information is required to be incorporated with the mechanical equipment schedules on the plans. For projects without plans, fill in the required information below. Cooling Equipment Schedule SEE 1.-46 -4i-1 PLAN M - 02 Equip. OSA CFM SEER ID Brand Name' Model No.' Capacity Total CFM Econo or EER IPLV Location • Heating Equipment Schedule SC- Meci-1 PLAN M - off Equip. OSA cfm ID Brand Name' Model No.' Capacity Total CFM Econo Input Btuh Output Btuh Efficiency' Fan Equipment Schedule Equip. ID Brand Name' Model No.' - CFM SP' HP /BHP Flow Control Location of Service ' If 2 available. As tested according to Table 14-1, 14-2 or 14-3. 3 If required. ' COP, HSPF, Combustion Efficiency, or AFUE, as applicable, s Flow control types: VAV, constant volume, or variable speed. . . . . . • . 1994 S ummary (bac . - - .MECH-SUM 1994 Washingto n State Nonresidential Energy Code Compliance Forms Apnl, 1994 System 5 escriptio lf Heating/Cooling Constant vol? D'cooled? Packaged sys? 0 c54,000 Btuh? —.. See Section 1421 for full description of or Cooling Only: 0 Split system? . GiKonomIzer included? Simple System qualifications. If Heating Only: 0 <5000 cfm? 0 <70% outside air? Decision Flowchart Use this flowchart to determine if project qualifies for Simple System Option. If not, either the Complex System or Systems Analysis Options must be used. . . : Start ') . • .... . : V . • . .... tleating/Cooling - Const; - rit■ . SYstem T YP e or Cooling Only olume3,- Heating °Hi' ...• --... • 4ir Cooled?, VP : 000 c ' - no • no` (*Reference ) • V t Sec. 1421 ., . , ...,<70% flackage <Op Sy Ity?...• no , .,-. • •„.,,, Xyes •,, no . 54,000 Btfts., 'NSxstem? i 0 o 4, 1900 cfmY • ' no yes 'yes Includes • 1994 Washington State Nonresidential Energy Code compliance Form • .Mechan•i.cal•;P;ermit ns Chec MEC -CHK 1994 Washington State Energy Code Compliance Forms April 1994 Project Address n ` p AkfMD 2. 2 Al2K �. IDate� The following information is necessary to check a mechanical permit application for compliance with the mechanical requirements in the Washington State Nonresidential Energy Code. Applicability Code Location Building Department (circle one) Section Component Information Required I on Plans I Notes HVAC REAUIREMENTS Sections 141-1424) 1411 Egpmt performance es no n a 1 1411.4 Pkg. elec. htg.B clg. List heat pumps on schedule yes no n.a. 1411.1 Minimum efficiency Equipment schedule with type, capacity, efficiency M +. 1412 HVAC controls es no n.a. 1412.1 Temperature zones Indicate locations on plans p.4 -1 ozzo no n.a. 1412.2 Deadband control Indicate 5 degree deadband minimum M - yes no n.a` 1412.3 Humidity control Indicate humidistat y no n.a. 1412.4 Automatic setback Indicate thermostat with night setback and 7 different day types es no a no 1412.4.1 Dam•ers Indicate damper location and automatic controls es no 4jjEjip 1412.5 Heat . um • control Indicate microprocessor on thermostat schedule es no c► 1412.6 Combustion ht.. Indicate modulatin• or sta•ed control es no a!, 1412.7 Balancin • Indicate balancing features on plans � 4 .- e no n.a. 1422 Thermostat interlock Indicate thermostat interlock on plans M yes no n.a. 1423 Economizers Equipment schedule y,,otJ•, 1413 Air economizers yes>o n.a. 1413.1 Operation Indicate 100% capability on schedule (�+ 1i1, no n.a. 1413.2 Control Indicate controls able to evaluate outside air 14— j not 1413.3 Int • rated o • - ration Indicate capability for partial cooling 1414 Ducting systems • yes no 'V' 1414.1 Duct sealing Indicate sealing necessary es no n.. 1414.2 Duct insulation Indicate R -value of insulation on duct yes no tti • 1415.1 Piping insulation Indicate R -value of insulation on Qiping -s no ■ 1424 Separate air sys. Indicate separate systems on plans d yes no Mech. Sum. Form Completed and attached. Equipment schedule with types, y in•ut/out•ut, efficienc , cfm, h•, economizer 5 - 1 . IT. - • . 1 . 1 . • • • ••• ections •P: 1 - •. 1440 Service water ht• . yes no or 1441 Elec. water heater Indicate R -10 insulation under tank yes no .a., 1442 Shut -off controls Indicate automatic shut -off 1450 Heated •ools yes no aq' 1452 Pool water heaters Indicate not electric resistance yes no (�,( 1453 Pool heater controls Indicate switch and 65 degree control yes no 4M 1454 Pool covers Indicate vapor retardant cover yes no MME/ 1454 Pools 90+ degrees Indicate R -12 pool cover If "no' circled for any question, provide explanation: . • 1994 Washingto State Nonresidential Energy Code ' 'mpliance Form Me Permit Plans C.hec.k M -CH 1994 Wasnmgton State Energy Code Compliance Forms Apra 1994 Mechanical - General Requirements 1413,3 Integrated Operation: Building Heating Energy: Air economizers shall be capable of providing partial cooling even when 1412 Controls additional mechanical cooling is required to meet the remainder of the 1412.1 Temperature Controls: Each system shall be provided with at cooling load. Controls shall not preclude the economizer operation when least one temperature control device. Each zone shall be controlled by mechanical cooling is required simultaneously. individual thermostatic controls responding to temperature within the zone. Exception: Economizers on individual, direct expansion. cooling At a minimum, each floor of a building shall be considered as a separate systems with capacities not greater than 75.000 Btu /h may zone. include controls that limit simultaneous operation of the 1412.2 Deadband Controls: When used to control both comfort heating economizer and mechanical cooling for the purpose of preventing and cooling. zone thermostatic controls shall be capable of a deadband of at ice formation on cooling coils. least 5 degrees F within which the supply of heating and cooling energy to 1414 Ducting Systems the zone is shut off or reduced to a minimum. • 1414.1 Sealing: Duct work which is designed to operate at pressures Exceptions: above 1/2 inch water column static pressure shall be sealed in accordance 1 Special occupancy, special usage, or code requirements where with Standard RS -18 Extent of sealing required is as follows. deadband controls are not appropriate. 2 Buildings complying with Section 1141.4. if in the proposed 1. Static pressure: 1/2 inch to 2 inches; seal transverse joints. building energy analysis. heating and cooling 2. Static pressure: 2 inches to 3 inches; seal all transverse joints thermostat setpoints are set to the same temperature ' and longitudinal seams. between 70 degrees F and 75 degrees F inclusive. 3. Static pressure: above 3 inches; seal all transverse joints. and assumed to be constant throughout the year. longitudinal seams and duct wall penetrations. 3. Thermostats that require manual changeover between heating and cooling modes. 1414.2 Insulation: Ducts and plenums that are constructed as part of the 1412.3 Humidity Controls: If a system is equipped with a means for building envelope shall meet the requirements of Chapter 13. Other ducts Y ys and plenums shall be thermally insulated per Table 14-5. adding moisture, a humidistat shall be provided. Exceptions: 1412.4 Setback and Shut -Off: HVAC systems shall be equipped with automatic controls capable of accomplishing a reduction of energy use 1. Within the HVAC equipment. through control setback or equipment shutdown during periods of non-use 2. Exhaust air ducts not subject to condensation. or alternate use of the spaces served by the system. The automatic controls 3. Exposed ductwork within a space that serves that space only. shall have a minimum seven -day clock and be capable of being set for . seven different day types per week. 1415 Piping Systems Exceptions: 1415.1 Insulation: Piping shall be thermally insulated in accordanco with 1. Systems serving areas which require continuous operation at the Table 14 -6. same temperature setpoint. Exception: Piping installed within unitary HVAC equipment. 2. Equipment with full load demands of 2 kW (6,826 Btulh) or less may be controlled by readily accessible manual off- Water pipes outside the conditioned space shall be insulated in hour controls. accordance with Washington State Plumbing Code (WAC 51-26) 1412.4.1 Dampers: Outside air intakes, exhaust outlets and relief outlets ' serving conditioned spaces shall be equipped with dampers which close 1420 SIMPLE SYSTEMS (PACKAGED UNITARY EQUIPMENT) automatically when the system is off or upon powor failure. Stair shaft and elevator shaft smoke relief openings shall be equipped with normally open 1421 System Type: To qualify as a simple system, systems shall be one of dampers. These dampers shall remain closed in normal operation until the following: activated by the fire alarm system or other approved smoke detection a. Air cooled, constant volume packaged equipment, which provide system heating, cooling or both, and require only external Exceptions: connection to duct work and energy services. 1. Systems serving areas which require continuous operation. b. Air cooled, constant volume split systems, which provide heating, 2. Combustion air intakes. cooling or both, with cooling capacity of 54,000 Btu/h 1412.5 Heat Pump Controls: Unitary air cooled heat pumps shall include or less. microprocessor controls that minimize supplemental heat usage during c. Heating only systems which have a capacity of less than 5,000 start-up, set-up, and defrost conditions. These controls shall anticipate cfm or which have a minimum outside air supply of need for heat and use compression heating as the first stage of heat. less than 70 percent of the total air circulation. Controls shall indicate when supplemental heating is being used through All other systems shall comply with Sections 1430 through 1438. visual means (e.g., LED indicators). 1412.6 Combustion Heating Equipment Controls: Combustion heating 1422 Controls: In addition to the control requirements in Section 1412, equipment with a capacity over 225,000 Btu/h shall have modulating or where separate heating and cooling equipment serve the same temperature staged combustion control. zone, thermostats shall be interlocked to prevent simultaneous heating and cooling. Exceptions: 1. Boilers. 1423 Economizers: Economizers meeting the requirements of Section 2. Radiant Heaters. 1413 shall be installed on packaged roof top tan - cooling units having a supply capacity of greater than 1,900 cfm or a total cooling capacity greater 1412.7 Balancing: Each air supply outlet or air or water terminal device than 54,000 Btu/h. shall have a means for balancing, including but not limited to, dampers, The total capacity of all units without economizers shall not exceed temperature and pressure test connections and balancing valves, 240,000 Btu /h per building. 1413 Air Economizers 1424 Separate Air Distribution Systems: Zones with special process 1413.1 Operation: Air economizers shall be of automatically modulating temperature requirements and/or humidity requirements shall be served by outside and return air dampers to provide 100 percent of the design supply separate air distribution systems from those serving zones requiring only air as outside air to reduce or eliminate the need for mechanical cooling. comfort conditions. 1413.2 Control: Air economizers shall be controlled by a control system capable of determining if outside air can moot part or all of the building's cooling loads. i r til • 1JN"T •,1J b111111 \u11 ♦-.-. •-v111.- ...- .- .1.1 -. _.. -. .... -....r .� -.,. . ... .. Lighting Summary- LTG -SUM • 1941 Washington State Nonresldennal Energy Code Compile' 'ones APB. 1994 Project. Info Project Address ��,/ . �.' "tg0 Dat 3, 2 - For Building Department Use • 2Ze2A r'/>V 14. Applicant Name: , ! _ /k /t1/11 Applicant Address: 2 s ' / Applicant Phone: _ .� 3 _ . , 1 Project Description New Building. 0 Addition 0 Alteration . Compliance Option 0 Prescriptive aalighting Power Allowance 0 Systems Analysis (See Qualification Checklist (over). Indicate Prescriptive & LPA spaces clearly on plans.) • Alteration Exceptions 0 No changes are being made to the lighting (check appropriate box) 0 Less than 60 % of the foctures are new, and installed lighting wattage is not being increased Maximum Allowed Lighting Wattage (Interior) Location Allowed (floor /room no.) Occupancy Description Watts per re " • Area in R' Allowed x Area / • 4 Zg'i • '• From Table 15-1 (over) - document all exceptions taken from footnotes Total Allowed ylfatfs� 2 Proposed Lighting Wattage (Interior) (May not exceed Total Allowed Watts for Interior) Location Number of Watts/ Watts (floor /room no.) Fixture Description Fixtures Fbdure Proposed / • Total Proposed Watts may not exceed Total Allowed Watts for Intenor Total Proposed Watts Maximum Allowed Lighting Wattage (Exterior) Allowed Watts Area in ft Allowed Watts Location Description per If or per If x R (or x tf) Covered Parking 0,2 W/ft' Open Parking 11.1 �(/ - 0.2 Wife ,3, —W Outdoor Areas 0,2 W /ft' Bldg. (by facade) 0.25 W/t1 Bldg. (by perim) WF ZAILF*! 7.5 Mt • V Note: for building exterior, choose either the facade area or the perimeter method, but not both) Total Allowed Welts Pro • osed Li : htin : Watta • e (Exterior) (May not exceed Total Allowed Watts for Exterior) Number of Watts/ Watts Location Fixture Description Fixtures Fixture Proposed FIN/7111 111111111111V -..e. Total - roposed Watts may not exceed Total Allowed Watts for Exterror Total ProposedWatls rel./ NORTHWEST reg February 3, 1995 FEB 3 1995 v , i 1 '1:' v• luu Robert Fossatti Associates 1000 Norton Building 801 2nd Avenue Seattle, WA 98104 Attention: Sandra B. Stampfli, P.E. Reference: 505 Baker Blvd. (95 -T -01) Sandra: I am responding to the itemized structural comments in your plan review letter dated January 25, 1995, for the above referenced project. Please refer to the attached revised calculations and drawings where noted. 1. Refer to revised roof framing plans and Section A -5.1 for mechanical screen details. Refer to enclosed Sheets 1 -3 for calculations. 2. The framing at Grid D -2 changed several times during this project. Please see revised Section A -3.2 for the current condition. 3. This item has been corrected. 4. Refer to Panel 1 on Sheet S -4.1. The centerline position of the vertical reinforcing has been noted. The horizontal bars may be placed either side of the vertical bars. 5. Refer to Sheet S-4.1. Two No. 5 bars are provided around openings. Please call if you have any questions. Sincerely, ENGINEERS NORTHWEST, INC. P.S. 4 1/04 4 ' Mark Nazarenus, P.E. Project Engineer MN:jI ENGINEERS NORTHWEST, INC. P.S. • CONSULTING ENGINEERS 6869 W00DLAWN AVENUE N.E. SEATTLE, WA 98115 (208) 525.7560 FAX (206) 522.6698 • ENG iL.:.ERS - • -NORTHWEST ( .NC. i. 3.' C ElV..,%.r F 9( ; 6869 WOODLAWN AVE. N.E. - SUITE 205 - SEATTLE, WA 98115 • (2061525.7560 • FAX #1206) 8224698 ROBERT r^nrr ASSOC. . 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V.:j:7 6869 WOODLAWN AVE, ME. - SUITE 205 - SEATTLE, WA 98115 • (206)526.7560 • FAX g0 §) 52041098 ,___ JoB No.. JOB B , AME 7 DAW SUBJECT %Gre61 1 o w SHEET Z or SY A /VW y9 h �/'NG 7, �- �xcgj j 1/1/6 C1 e, cft Pn,f) P ►T.,c/� v ( , r 514 ryy r r 914 -- rl / p ' A r , 338iN z b DI fa r 2 � 3 9 ` clo f _ s � ek Us2. low a gaol i 53(----9411 # Ba4-, eon -ply t I3il it 1130 \ / Iltif w `‘,.I r2x2k 12arA 2064 -- 4 a is it II r N • /► /�+�t � , s � `` a ' f ? t e t // YI C w a s ifraw B1k' ; 71-Y x1A" Z42 # r` t (242) r 121 X e4 , dlfiw, re ?41 i1 ' + V i630 aPF eti. n v 2/0 if (3 errdnn ) Ada t 190 lF 1 - e. f Sr cyt r a — 6 44, ;U * f !0 0 Eby ! 144 14, Ok 5)7 6 t6/a16) 1 4 1 00727/01 La s 41 oaf : Ur 274, fr —9 t9 if 64. YO,e 4 lags• re 294H —, t3O ®4, allow - 390 r' ow �o 2 4 - 1 , F-, h T / / t ' ok ea, ENG I I\L ERSL ORTHWEST` I ..,.i. 6869 WOODLAWN AVE. N.E. - SUITE 205 - SEATTLE, WA 98115 - (206)525.7560 • FAX # (208) 5224090 ` JOB NO. JOB NAME 3 ' 5 134 Iter. 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Rants, Mayor January 31, 1995 Fire Department Review Control #B95 -0013 (512) Re: 505 Baker Building - 200 Andover Park East 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) (UFC 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, • (' r �a,�,r,„�.A �'4 , s , City of Tukwila p .F FIRE DEPARTMENT 444 Andover Park East p Tukwila, (206) Washington 575 -4404 98188 -7661 N . • 1908 • John W. Rants, Mayor (;:::10111 Page number 2 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 1 10A -4 -4) All extinguishers shall be recharged after use or when an inspection reveals that the extinguisher is damaged, impaired, leaking, under or overcharged or has obvious corrosion. (NFPA 10, 4 -3.3, 4 -5.1) (UFC 10.504A) Maintain fire extinguisher coverage throughout. 2. No point in a sprinklered building may be more than 200 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 12.106(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 or render the exit hazardous. (UFC 12.104(a)) Dead bolts are not allowed on auxiliary exit doors i ���w "'� �q City of Tukwila tP� FIRE DEPARTMENT 0 444 Andover Park East 0 Tukwila, Washington 98188 -7661 • J) . .2' (206) 575 -4404 . 1908 , John W. Rants, Mayor Page number 3 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)) When two or more exits from a story are required, exit signs shall be installed at the required exits and where otherwise necessary to clearly indicate the direction of egress. (UBC 3314(A)) The color and design of lettering, arrows and other symbols on exit signs shall be in high contrast with their background. Words on the sign shall be block letters 6 inches in height with a stroke of not less than 3/4 inch. (UBC 3314(b)) 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)) Exits shall be illuminated any time the building is occupied with light having an intensity of not less than 1 foot candle at floor level. Fixtures required for exit illumination shall be supplied from separate sources of power for Group I, Divisions 1.1 and 1.2' occupancies and for all other occupancies where the exiting system serves an occupant load of 100 or more. (UBC 3313 (a)(b)) When exit signs are required by The Building Code (see U.B.C. section 3314(A)), additional approved low level exit signs which are internally or externally illuminted, or self - luminous, shall be provided in all interior exit corridors serving guest rooms of hotels . in Group R, Division 1 occupancies. The bottom of the 0 'Y ' ""'`A City ` of Tukwila O Z FIRE DEPARTMENT . 444 Andover Park East 0 Tukwila, Washington 98188 -7661 M ' (206) 575 -4404 1908 . John W. Rants, Mayor Page number 4 sign shall not be less than 6 inches or more than 8 inches above.the floor level. For exit doors, the sign shall be on the door or adjacent to the door with the closest edge of the sign within 4 inches of the door frame. (UFC 12.111(e)) Manually operated edge or surface mounted flush bolts and surface bolts are prohibited. (UFC 12.106(c)) Exits shall not pass through kitchens, storerooms, restrooms, closets or spaces used for similar purposes. (UBC 3303(e)) When two or more exits from a story are required and when two or more exits from a room or an area are required by U.B.C. Section 3303, exit signs shall be illuminated. (UBC 3314(a)(c)) The power supply for the exit pathway illumination shall normally be provided by the premise's wiring system. In the event of its failure, illumination shall be automatically provided from an emergency system. Emergency system shall be supplied from storage batteries or an on -site generator set and the system shall be, installed in accordance with the requirements of the Electrical Code. (UBC 3313(b)) Combustible material shall not be stored in exits or exit enclosures. (UFC 11.303(b)2) 3. An approved automatic fire sprinkler extinguishing system is required for this project. (City Ordinance #1646) Local U.L. central station supervision is required. (City Ordinance #1646) All sprinkler system plans, calculations and the contractors Materials and Test Certificates submitted to The Tukwila Fire Prevention Bureau must be stamped I with the appropriate level of competency seal. (WAC k � ' aN' "A w4 s City of Tukwila ; 1 ; FIRE DEPARTMENT 0 444 Andover Park East 0 Tukwila, Washington 98188 -7661 (206) 575 -4404 . 1908 . John W. Rants, Mayor Page number 5 212 -80) All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers, Kemper or any other representative designated and /or recognized by The City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #1646) Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) (City Ordinance #1646) 4. A fire alarm system is required for this project. The fire alarm system shall meet the requirments of NFPA 72 and 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) (UFC 10.503) H.V.A.C. units rated at 2,000 cfm require auto - shutdown devices. These devices shall be separately zoned in the alarm panel and local U.L. central station supervision is required. (City Ordinance #1646) 5. All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70) 6. Required fire resistive construction, including occupancy separations, area separation walls, exterior � ' �� 11Lq dy es City of Tukwila y o Z FIRE DEPARTMENT 444 Andover Park East p Tukwila, Washington 98188 -7661 4r) I 2 (206) 575 -4404 19O$ • John W. Rants, Mayor Page number 6 walls due to location on property, fire resistive requirements based on type of construction, draft stop partitions and roof coverings shall be maintained as 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) 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, h. The Tukwila Fire Preve ion Bureau cc: T.F.D. file ncd R O B E R T \ PR"FESSii\ \I. luliH \)Rli\ III 11.111 \I 1 1 6 5111 111 Ilil l {I. SIRl:l:l' FOSSATTI ,I:R \II: 1101 1101 •1: :1 \0 \ \R \I I: SI II }: ?11 ?I: MRI'cEVIM\ 1 F 1.1:.1\ \SI11\ pftlHl Ili \iLl 1.1 .111l1 111 961113 t13.Ia'IuI \I.1I.IRHi II:LF.PIIII \I',: own 133.609 ,' S S () I, E :1 T ES 1 \ \: 1!040 1121.97 in I'1 \: ono 313- 2:011 January 25, 1995 r \S(I.TI \G i,\tA\I:F:RS LPN Architects & Planners 1201 Fourth Avenue South 1,102 Seattle, WA 98134 Attention: Mr. Royce A. Berg I Reference: 95 -T -01 (505 Baker Blvd.) 696 OO l 3 RFA 1/95102 -01 Dear Mr. Berg: 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 as adopted and amended by the 1992 Washington State Building Code. Our comments follow: 1. Provide bracing details for mechanical screen at roof. Coordinate with page 1 -19 of the structural calculations. 2. Revise Detail A -3.2 to depict condition at gridline intersection D -2. Show attachment of blocking to GL beam (as required) and verify lateral stability. 3. It appears that the arrow referencing the MC8x22.8 is pointing to the wrong channel in Detail B -3.2. Revise for clarity. 4. Clarify typical location of vertical and horizontal precast wall panel steel with respect to 3/4" reveal. Revise Precast Panel Note 1113 on Sheet S5.1 or provide additional detail as required. 5. Provide (2) 115 bars (minimum) around all concrete wall panel openings, in accordance with Section 2614(d)6. Please forward a copy of this letter to the structural engineer and respond to the above comments in itemized letter form. Resubmit two copies of revised drawings and one copy of revised calculations to our office, as required. Very truly yours, ROBERT FOSSATTI ASSOCIATES, INC., P.S. andra B. Stampfli, P.E. SBS /jw:1 cc: Duane Griffin City of Tukwila 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 January 23, 1995 Mr. Royce Berg LPN Architects & Planners 1201 Fourth Avenue South Suite 102 Seattle, WA 98134 Re: 505 Baker Blvd. Permit application # B95- 0013. Dear Mr. Berg: The initial review by Building Division has been completed. Your application will now be routed to Fire Prevention Bureau, Planning Division, and Public Works for their respective reviews and approvals. The building structural design is being reviewed by Robert Fossatti Associates (our consultant) and you should respond directly to Fossatti's comments to eliminate any delays that will occur should you route your comments to the permit center. Upon completion of the reviews by the various departments and our structural consultant, • your application will be routed back to Building Division for final review, coordination of the construction documents and preparation of your building permit. Prior to the final review by Building Division it will be necessary to submit clarifications and / or additional information to show compliance with Tukwila ordinances. The following comments are applicable: 1. Proposed windows and opaque doors shall be labeled by a certified independent agency licensed by the National Fenestration Rating Council (NFRC), and bear the U- values required by plans. Indicate this requirement in specifications or add this requirement to notes on sheet A -4. NREC Sec. 1312.1 2. Provide lighting schedule on plans for interior and exterior lighting that will be installed. Include manufacturers name, model number, and wattage of each fixture. In addition, show proposed controls as required by NREC Sec. 1513. 3. Provide a mechanical design for H.V.A.C. requirements of this building. Show conformance with all provisions of NREC Chapter 14, on plans. The permit application for this building is for a new office retail center. Upon completion of the construction and final inspection, all code requirements for a habitable building ..,; .. .. .. ,... - .,.... . , .. .,, «.•, . r ., m.,. ,z .., ,,.,,, ., .. ,.. .. M• .. ,._ ,,,.........,,., .. ....t.,,.. — .ray -. ... ..... r�i •`...... .... �P� _ a....., ... ,, ... Mr. Royce Berg # B95 -0013 January 23, 1995 Page 2 must be satisfied before the approval of the final inspection can be granted. To do otherwise would be to permit the construction of a non conforming structure that can not be occupied. Consequently, the above listed energy code requirements must be resolved prior to issuance of the building permit. If you have any questions, you may call this office, weekdays, between 8:30 AM and 5:00 PM. Sincerely, Tukwila Building Division Robert Benedicto, Plans Examiner . • FACSIMILIE COVER SHEET CITY OF TUKWILA DEPARTMENT OF COMMUNITY DEVELOPMENT 6300 SOUTHCENTER BOULEVARD TUKWILA, WASHINGTON 98188 U.S.A. (206) 431 -3670 (206) 431 -3665 SEND TO/ AN/ A L'ATTENTION DE : Company Name/ Flnnenneme/Societe From/ Von/De LPN ARCHITECTURE & PLANNING BOB BENEDICTO Attention/Zu Handen von/A fattention de Date/ Datum/ Date MR. ROYCE BERG 1/23/95 Fax Number /Fax NrJN° de fax Phone Number/ TelebNN° de tel. 206/ 583-0708 206/ 431 - — E1 Urgent/ ❑ Reply ASAP/ ❑ Please Comment/ © Please Review/ © For your Information/ Dringond/ Rllckantwort/ Erledigung/ Oberprttfung/ Kenntnisnahme/ Urgent Reponse urgente Commentalres A verifier Cople pour Information attendue attondus Total pages, Including cover sheet: Anzahl der abermittelten Soften Inkl, Deckblatt Nombre de pages (Page de garde Incluse) 3 COMMENTS /ANMERKUNGEN/ COMMENTAIRES n. BUILDING DIVISION PLAN REVIEW COMMENTS FOR PERMIT APPLICATION # B95 -0013, 505 BAKER BLVD. NEVI PLEASE SUBMIT TWO COPIES OF NEW INFORMATION THAT IS DEVELOPED. 3(04 City of Tukwila i to \ \ [ v ./ �� 6200 Southcenter Boulevard • Tukwila, Washington 98188 John W. Rants, Mayor , , `. 1 . . ** 1 ,'`� 1� `- 23 1995 Mr. Royce Berg LPN Architects & Planners 1201 Fourth Avenue South Suite 102 Seattle, WA 98134 Re: 505 Baker Blvd. Permit application # B95- 0013. Dear Mr. Berg: The initial review by Building Division has been completed. Your application will now be routed to Fire Prevention Bureau, Planning Division, and Public Works for their respective reviews and approvals. The building structural design is being reviewed by Robert Fossatti Associates (our consultant) and you should respond directly to Fossatti's comments to eliminate any delays that will occur should you route your comments to the permit center. Upon completion of the reviews by the various departments and our structural consultant, your application will be routed back to Building Division for final review, coordination of the construction documents and preparation of your building permit. Prior to the final review by Building Division it will be necessary to submit clarifications and / or additional information to show compliance with Tukwila ordinances. The following comments are applicable: 1. Proposed windows and opaque doors shall be labeled by a certified independent agency licensed by the National Fenestration Rating Council (NFRC), and bear the U- values required by plans. Indicate this requirement in specifications or add this requirement to notes on sheet A -4. NREC Sec. 1312.1 2. Provide lighting schedule on plans for interior and exterior lighting that will be installed. Include manufacturers name, model number, and wattage of each fixture. In addition, show proposed controls as required by NREC Sec. 1513. 3. Provide a mechanical design for H.V.A.C. requirements of this building. Show conformance with all provisions of NREC Chapter 14, on plans. The permit application for this building is for a new office retail center. Upon completion of the construction and final inspection, all code requirements for a habitable building Phone: (206) 433 -1800 • City Hall Fax (206) 433.1833 4 C Mr. Royce Berg # B95 -0013 January 23, 1995 Page 2 must be satisfied before the approval of the final inspection can be granted. To do otherwise would be to permit the construction of a non conforming structure that can not be occupied. Consequently, the above listed energy code requirements must be resolved prior to issuance of the building permit. If you have any questions, you may call this office, weekdays, between 8:30 AM and 5 :00 PM. Sincerely, Tu, , Building �' . sion ,44. ,_ • fa Robert Benedicto, Plans Examiner °t l�f:+ ) City o f Tukwila W. � , John Rants, Mayor -11 u' Oa/ - � Department of Community Development Rick Beeler, Director January 17, 1995 Robert Fossatti Associates Consulting Engineers 1000 Norton Building 801 Second Avenue Seattle, WA 98104 Regarding: 95 -T -01: 505 Baker Bi (B95 -0013) Please do structural review per U.B.C., 1991 Edition. Sincerely, Shellie L. Bates Permit Technician 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 4313670 • Fax. (206) 4313665 . Architecture ar d Manning' • ' . p n. Pomeroy Northwest Inc., Royce A. Berg, A.I A.; 1127 Pine Street,' Suite 300•Seattl9, WA 98101 (206) -8030 LPN Archaccts & Planners TRANSMITTAL 1201 Fourth Ave. So., Suite 102 Seattle, WA 98134 To: City of Tukwila Date: 13 January 1995 Dept. of Community Development Building Division Project Nome: 505 Baker Project No.: NW 94003 Re: Building Permit Application Description: Enclosed are the following items: 1 — Check for Plan Intake Fee $2516.00 (Check #1256) 1 Building Permit Applicatinn 1 Utility Permit Application 6 sets Civil Plans, Sht. C -1.1 — C3.3 2 sets Working Drawings, Sht. Al —A6, C1.1 —C3.3, L -1, S1.1 —S5.1 _ 2 copies Specifications 2 copies Structural Calculations 2 copies Soils Report 2 copies Topographical Survey C1.1 2 copies Wash. State Energy Code Compliance 2 copies Legal Description Remarks: Via: ❑ Sent per your Request ❑ For Distribution ❑ Mall ❑ For your Use /Reference ❑ For your Records ❑ Courier ,For Review and Comment ❑ Other Hand Deliver ❑ For your Signature IJ Federal Express y ,Ctor your Approval U Hold for Pick -up By: Royce A. Berg cc:Jack Link, Bill Rademaker (transmittal & noted items) Frank Agostino (transmittal) 'rr., ..r 1. •1 r • . M AY 1 1 ' 9 5 1 : l 24 LPN ARCHITECT (206)583 -0708 P. 2/2 • • SCHUCHART C.ORPORATIO • TO: Andrea, LPN Architects FROM: Mike Wood, Schuchart Corporation • ' , 682 - Ext. 214 • • • RE: Contractor's License • DATE: August 26, 1994 • • • • Below is a of our Contractor's License. If you have any further questions, please call. • • • • • PLEASE DETACH AND SIGN I CERTIFICATE BEFORE PLACING IN BILLFOLD • OVIOEO tytkw,i4s -: •.;. ����j. • :1 • VNtlUMeER.' '• G T rItRIPOPOR • ettli 104000 0 1 4 404:1 ' �'�' • �,}� i ay • i; • -s•1' it: %: ; 1 . •M , ;r f s 'SSClU,tli ?` ?EfJRPQR'J!',0'Nl�'... r - I904''3RD`'AvErSTE• SEATTLE VA' 98101 sp JSSUEC BY DEPARTMENT OF LABOR AND INDUSTRIES RECEIVED CITY OF TUKWILA MAY 1 1 1995 PERMIT CENTER M5-0313 8 0,ii!41ETIRD Non- ReL.jential Sewer Use Certifi (To be completed for all new sewer connections, reconnections or change of use of existing connections. This form does not apply to repairs or replacements of existing sewer connections.) Pursuant to Metro Council Resolution Nos. 5719 and 5968, all sewer customers who establish a new service which uses metropolitan sewage facilities after February 1, 1990 shall be subject to a capacity charge. The Metro Council has established tho amount of the charge at seven dollars ($7.00) per month per residential customer or residential customer equivalent for a period of fifteen years. The purpose of the charge is to recover costs of providing sewage treatment capacity for new sewer customers. The charge is collected semi - annually. All future billings can be prepaid at a discounted amount. Questions regarding the capacity charge or this form should be referred to Metro at 684 -1740. (Please print or type) Owner's Name Trt — .Ur (kr2. (li'A't_. Party to be Billed (if different from owner) Property Legal Address: (Last, =tro►, Middle Initial) Party's Mailing Address: (if different from property address) SubdivisionAr+0(6tkt' ?(A'Lk Plat Property Street 1 7i) Am D A ver F Elsie Address •, City, State, Zip lit r t11 ILL 1.0 4 q $1 ' 3 City or Sewer District J Ux f11i A Owner's Phono Number ( Wtv ) 677.4 — Lid 4 it Date of Connection il I Owner's Mailing Address: (if different frojn above) Side Sewer Permit # i 7. 000 ar / ?5, ict Ave StJt1 l r ? , - oxt. 6>u41 G POO' — So ituAuitt Chrpora lo- -( ) Sxi UM 4gi i WI - (art- 3036 A. Fixture Units 17w SP . r r - B. Other Wastewater Flow Number of Fixtures x Fixture Units = Mal Fixture Units (in addition to Fixture Units identified in Section A) (Public or Private) Type of Facility/Process: Fixture Units No. of Fixtures Tot 1.(1A — 'R /J r r �JJ�,� _Kind of Fixture Public Private Pri ate Pu• c Pri sia Fixture Units 'Rd-Ca' Bathtubs and /or shower 4 2 Dental units or lavatory 1 — 1111 tl. Estimated Wastewater Discharge: Dishwasher, commercial 4 — III i6 Gallons/day Drinking fountain (each head) 1 — eg . Hose bibb or sill cock 5 3 ( Residential Customer Equivalents (ROE): , Laundry tub or clotheswasher 4 2 A 187 gallons per day equals 1.0 RCE Sink, bar or lavatory 2 1 ,o Total Discharge (gal/day) Sink, clinic, flushing 10 — 25 RCE Sink, kitchen 4 2 a$ 187 Sink, other 4 2 ti Sink wash, circle spray 4 — C. Total Residential Customer Equivalents: Urinal, flush tank 3 — P (add A & B) Urinal, pedestal 10 — 0 Urinal, wall or stall 5 — M Water closet tank 5 3 ; A RECEIVED Water closet, flush valve 10 6 , Total Fixture Units a B 0 AUG 2 31996 Residential Customer Equivalents (ROE) - 20 fixture units equal 1,0 RCE • = 2 RCE PUBLIC WORKS Total No. of Fixture Units 20 • f RCE I certify that the infor• . given is correct. I understand that the capacity arg • levied will be based on this For Metro use J ,:7,,,,,,.,:';%.;, J ,J Y / y J , J 5 F s4,,,,,,„s,,,;, ,, information and - y dev': tion will require resubmission of Ac # , , k J , ! ,, J / " ` r ; 54 ` corrected data or de - rmination of a revised capacity • • i k J, ),;',",7'.' J, J 9 Mont Rate n 6 i s J i �l Y i4! ' + J r �fl y Ji � } C ar e. • F.. F J r , A / , %, !r i n4 . 01 , Six Month Duel /' r ,f j! N (- y T'. Signature of • n= / - ;47: !J s s F/, 9 - J J9,r J,, y Y Representative /.:.1....4L,-it -'` r s y' . Print Name of • %r/ , - Representative (...-..g416 4. Ah! rr ; r „° Date - Z/94, g lose (Rev. 5471 White — Metro Yellow — Local Sewer Agency i nk — Sower Customer • 8q5 o r3 CITY OF TUKWILA SEWER, WATER AND STORM CAPITAL ASSET ACQUISITION INSTRUCTIONS: This form is to be completed anytime a capital item is acquired by the City. It is to be filled in as soon as possible and forwarded to the City Clerk with complete documentation for recording. NOTE: State law requires assets acquired from a special service district to be transferred by ordinance. TRANSACTION: 1. [ ] Developers Agreement: Name: Council Action: (Res. No. ) Date: 2. [ x ] Bill of Sale: Amt. $ 53 , 965.4'rom: IPN Architecture & Plannifgte 6/27/96 Owner: Tri —Land Corporation 3. [ ] Other: Explain ASSET DESCRIPTION: [ x ] WATER [ ] SEWER [ x ] STORM [ x] CURB /GUTTER/ SIDEWALK AND STREET 1) 512 l.f. 6' sidewalk w/ curb /gutter 2) 2 - Type II CB's & abandon ex. manhole 3) 1 - Water meter vault I certify that the est of my knowledge the above information is true and accurate. l ', . gnature - Department Manager la e I hereby approve the .ccep ance of the named asset(s) on behalf of the City. ?-14/1'( Ga 0 4 Mayor Date R- � � 9°‘ ,Recquired for assets; :over4$25,000..in..,value:, By Council action at the regular meeting (date:? / 4 ?/9(,) of the Tukwila City Council, the above as s were ac epted. - �,,� /p -,-,J .T�� o? .6 ounce rest en Date/ .„ i y er Dat / Distribution: ( ) Risk Manager ( ) Utility Asset Accounting ' ( ) Maint. Div. I, Utility ( ) Infrastructure File 2.00.19 ( ) City Clerk (ORIGINALS) DOCUMENTATION ATTACHED - List: (i.e., Bill of Sale, P.O., Receipts, Drawings, Materials List, Easements, Agreement, Permits) ( ) Bill of Sale ( ) List of Materials /Cost ( ) Ordinance /Resolution ( ) Easements ( ) Devel. Agreement ( ) Letter of Recommended ( ) Permits ( ) Drawings Acceptance i (PROTYPE 7/30/90) ACCOUNT SOI3 TITLE & NUMBER AVERAGE TOTAL TOTAL ACCUMULATED UNIT DATE SERVICE ORIGINAL DEPRECIATION DEPRECIATION DESCRIPTION QUANTITY COST INSTALLED LIFE COST PER YEAR 12/31/ SIDEWALK: 6 ft. concrete sidewalk (incls. demo.512 l.f. $92.60 1995 50 yrs. $47,411.70 $948.23 $948.23 existing c/g and utility relocates) STORM DRAINAGE: Type II Catch Basin 1 ea. $2,183.87 1995 50 yrs. $2,183.87 $43.68 $43.68 (Andover Park E.) Type II Catch Basin 1 ea. $3,008.84 1995 50 yrs. $3,008.84 $60.18 $60.18 (A.P.E & Baker Blvd.) Remove Storm Manhole 1 ea. $267.50 1995 0 yrs. $267.50 $267.50 $267.50 in Andover Park East WATER: Install oversized public water meter 1 ea. $1,093.54 1995 20 yrs. $1,093.54 $54.68 $54.68 vault TOTALS: $53,965.45 $1,374.27 $1,374.27 i01? 10 ' INFORMATION MEMO TO: Mayor Wally Rants FILE COPY t FROM: Ross E lic Works Director 3q6 ..0013 DATE: August 6, 1996 SUBJECT: 505 Baker Retail Office Building Development - Turnover of Sidewalks, Curbs and Gutters, Storm Drainage and Water Facilities; and, Acceptance of 10 Ft. Sidewalk, Street and Utilities easement Fronting Baker Blvd. and Christensen Rd. ISSUE: Accept turnover of relocated public sidewalks, curbs and gutters and storm drainage and water facilities; and, accept 512 ft. sidewalk, street and utilities easement fronting Baker Blvd. and Christensen Road. BACKGROUND: The 505 Baker Retail, Office Building Development is now completed. As a condition of the development, the Development included construction of 512 lineal feet of 6 ft. wide concrete sidewalk, two -Type II catch basins and a water meter vault. The value of transferred assets is $53,965.45. Conditions were placed on the development to provide the following turnover documents: A. Letter to request turnover B. As -built plans for proposed public facilities C. Capital Asset Acquisition form D. List of Materials /Costs (city format) E. Bill of Sale F. Maintenance Bond G. Signed -off permits Also included is a 10 ft. wide sidewalk, street and utilities and street lights easement fronting Baker Boulevard and Christensen Road for acceptance. The proposed public facilities have been built and inspected by Public Works staff and are now ready for turnover as public infrastructure (Attachment H). ALTERNATIVES: None. RECOMMENDATION: Request Utilities Committee to move to consent agenda to authorize Mayor to sign acceptance forms. PF:ad Attachments: Vicinity map Turnover documents A - 11* Acceptance forms are attached xc: Development File: 505 Baker Office Building DCD/Permit Coordinator *NOTE; All documents are available at Public Works and will be presented at the meeting PF:prf code: 505h.doc. e. SURETY BOND RIDER To be attached to and for a part of Type of Bond: MAINTENANCE BOND Bond No. 5868421 Dated Effective: JUNE 4, 1996 Executed by: TRI -LAND CORPORATION , as Principal, and by: SAFECO INSURANCE COMPANY OF AMERICA , as Surety, in Favor of: CITY OF TUKWILA In Consideration of mutual agreements herein contained the Principal and the Surety hereby consent to CHANGING THE BOND AMOUNT SIXTY -TWO THOUSAND EIGHT HUNDRED SIXTY -FIVE AND From: NO /100THS DOLLARS ($62,865.00) SIX THOUSAND TWO HUNDRED EIGHTY -FIVE AND To: NO /100THS DOLLARS ($6,285.00) Nothing herein contained shall vary, alter or extend any provision or condition of this bond except as herein expressly stated. This Rider is effective: JULY 10, 1996 Signed, sealed and dated: JULY 10, 1996 TRI -LAND CORPORATION (PRINCIPAL) n By: a^, ftz-L Y' (TITLE) SAFECO INSURANCE COMPANY OF AMERICA V (SURETY) " l By :` ^r�lrk 4 ry X G'�. `l� ' Q221).",/,_, PAMELA NELSON, Attorney -in -Fact ! ".0.4 POWER • SAFECO INSURANCE COMPANY OF AMERICA OF ATTORNEY GENERAL INSURANCE COMPANY OF AMERICA HOME OFFICE: SAFECO PLAZA SAFECO ® SEATTLE, WASHINGTON 05185 No. 349 KNOW ALL BY THESE PRESENTS: That SAFECO INSURANCE COMPANY OF AMERICA and GENERAL INSURANCE COMPANY OF AMERICA, each a Washington corporation, does each hereby appoint MMTIM CHURCH; MARSHA CLESSON; PETER H. HAI.fIETT; CYNTHIA L. JAY; SUSAN B. LARSON; PAMELA NELSON; CARL NEY+1AN; LAWRENCE J. NEWTON; VICTOR E. PARKER; JOHN N. ZEFKELES; DEANNA M. MEYER; Seattle, Washington; CHARLES A. SZOPA; SHAUNA L. MUNRO; BARBARA R. JOHNSON, Anchorage, Alaska Its true and lawful attorney(s) -in -fact, with full authority to execute on Its behalf fidelity and surety bonds or undertakings and other documents of a similar character issued in the course of its business, and to bind the respective company thereby. IN WITNESS WHEREOF, SAFECO INSURANCE COMPANY OF AMERICA and GENERAL INSURANCE COMPANY OF AMERICA have each executed and attested these presents this 6 t h day of Ma • 19 2E_ . CERTIFICATE Extract from the By -Laws of SAFECO INSURANCE COMPANY OF AMERICA and of GENERAL INSURANCE COMPANY OF AMERICA: "Article V. Section 13, - FIDELITY AND SURETY BONDS , the President. any Vice President. the Secretary, and any Assistant Vice President appointed for that purpose by the officer In charge of surety operations, shall each have authority to appoint individuals as attorneys -in -fact or under other appropriate titles with authority to execute on behalf of the company fidelity and surety bonds and other documents of similar character issued by the company In the course of Its business . On any instrument making or evidencing such appointment, the signatures may be affixed by facsimile, On any instrument conferring such authority or on any bond or undertaking of the company, the seal, or a facsimile thereof, may be impressed or affixed or in any other manner reproduced; provided, however, that the seal shall not be necessary to the validity of any such instrument or undertaking" Extract from a Resolution of the Board of Directors of SAFECO INSURANCE COMPANY OF AMERICA and of GENERAL INSURANCE COMPANY OF AMERICA adopted July 28, 1970. "On any certificate executed by the Secretary or an assistant secretary of the Company setting out, (I) The provisions of Article V. Section 13 of the By -Laws, and (ii) A copy of the power -of- attorney appointment, executed pursuant thereto, and (iii) Certifying that said power -of- attorney appointment Is in full force t.nd effect, the signature of the certifying officer may be by facsimile, and the seal of the Company may be a facsimile thereof" I, R. A, Pierson, Secretary of SAFECO INSURANCE COMPANY OF AMERICA and of GENERAL INSURANCE COMPANY OF AMERICA, do hereby certify that the foregoing extracts of the By-Laws and of a Resolution of the Board of Directors of these corporations, and of a Power of Attorney issued pursuant thereto, are true and correct, and that both the By -Laws, the Resolution and the Power of Attorney are still In full force and effect. IN WITNESS WHEREOF, I have hereunto set my hand and affixed the facsimile seal of said corporation this 10th day of JULY 19 96 S - 97i /EP 1/03 OD Registered trademark of SAFECO Corporation. r �,. ;c •t aK. « � ,„ PS&F 999 Third Avenue /Suite 1700 S eattle, Washington 98104 -4091 206/382 -7900, Fax 206/382 -1135 Parker, Smith & Feek, Inc. Alaska Office: 4(1011 O Si�wnrd Hil;hwny, Suite 200 Anch�ra{;r., Aln�kn 9960:)•Ii007 907 /562.2221 , Fax 9(17 /$61.251)4 July 10, 1996 Jack J. Link Tri -Land Corporation 1325 Fourth Ave., Ste. 1940 Seattle, WA 98101 -2510 } RE: Maintenance Bond - City of Tukwila Dear Jack: Regarding your Maintenance Bond No. 5868421 to the City of Tukwila, enclosed you will find the surety bond rider reducing the bond amount to $6,285. The original is for your signature and filing with the City. The copy is for your records. A revised invoice for the bond premium will follow in a few days. Premium for the $6,285 bond will be $113. If you have any questions, please call. Thank you. Sincerely, PARKER, SMITH & FEEK, INC. Pam Nelson Surety Account Administrator Enclosure Insurance Brokers • Surety Bundy • Employee Benefits • Personal Insurance v J 4 .. , j ' ' r' h Y f 3` Tr " t .2 $ • ARCHITECTURE & PLANNING, INC. ROYCE A. BERG, A.I.A., PRINCIPAL PHONE: (206) 583 -8030 Y. KEN K. CHIN, PRINCIPAL FAX: (206) 583 -0708 1201 FOURTH AVENUE SOUTH, SUITE 102 SEATTLE, WA 98134 MEMORANDUM VIA FAX & MAIL TO: Jack Link DATE: 6/27/96 Triland Corporation 1325 Fourth Avenue, Suite 1940 PROJECT: 505 Baker Seattle, WA 98101 . PROJECT NO: 94003 ' FAX: NO. OF PAGES: RE: 505 Baker, Andover Plaza Dear Jack, Per review with Greg Villanueva, City of Tukwila, the bond amount can be revised to 10% of the construction amount$ 62,855.40, or $ 6,285.00. A letter requesting the turn over of utilities to the City of Tukwila to finalize this phase of this project will also be required. Trip mitigation fees were credited to the amount of construction and are taken care of. We will cess the cover letter if you can revise the bond, i ' Royce A. :erg RECEIVED RAB:scs JUN 2 8 1996 PUBLIC WORKS cc: Greg Villanueva, City of Tukwila , • t 7. V . , 0,,'1 ts t1' , ?, . t V;' i < :.; Ye:O 41;: , ir • A r ,.. i, > ;' ,r ;�� „ > � sr 2 fir; i- j Al $ xA k t a tik n r5 l� ' a9 1 , i .d: i, � y t;Y P i h f X2!'.15 +' t, '_ V a. t �..:F..:,.i�3,�'�: +:., s'';t k .} .,�'w�.aa "4:rce <s: �".&�9sa�L,3 kAS� a .nfvi�'��'�k2� �'�� � . a �. u r.,w a � r. n , '�a x � r � ' �A:a ^ Architecture and Planning, Inc P!Ber Y. Ken K. Chin, Principals 1201 Fourth Ave. S., Suite 102 Seattle. WA 98134 (206) 583 -8030 Fax (206) 583 -0708 June 27, 1996 tgq5 I A. Mr. Ross Heller, P. E. RECEIVED Engineer Public Works Department City of Tukwila JUN 2 81996 6300 Southcenter Boulevard Tukwila, WA 98188 PUBLIC WORKS RE: 505 Baker Building, Andover Plaza Permit No. B95 -0013, PW 950120 -26 Dear Mr. Heller, On behalf of the Owner, we are requesting the street improvements for this project be turned over to the City of Tukwila. Bill of Sale, Easement Forms, Capital Asset Forms, and Bonds have been delivered to the City. `espectfully, it/0/ Royce A. Berg, IA President RAB:scs enclosure cc: Jack Link , President, Tri -Land Corporation Greg Villanueva, City of Tukwila • • t � tf k . ■ , � . ..._. ... a •• _._. a.'u,... ....., ., .. fay 1 a ctur stint ohri(ng, Ir ; {.,., I }1 Roycb A Berg, Y. Ken K. Chin. Principals 1201 Fourth Ave, 5 Suite 162' Seattle; WA 98134':(206) 583 8630 Fax (206) 583 -0708 • June 12, 1996 Mr. Ross Heller, P. E. Senior Engineer Public Works Department City of Tukwila 6300 Southcenter Boulevard Tukwila, WA 98188 RE: 505 Baker Building, Permit No. B95 -0013, PW 950120 -26 Dear Mr. Heller, Attached is the Maintenance Bond for the street improvements for this project, to be attached to the documents delivered last week. Please call if there are any questions or other documents and data required. Sincerely, 1 Royce a :erg, IA President RAB :scs enclosure cc: Jack Link / Bill Rademaker, Tri -Land Kelcie J. Peterson, Permit Coordinator, City of Tukwila (Letter) �,. , • MAINTENANCE BOND BOND NO. 5868421 PROJECT: 505 BAKER (200 ANDOVER PLAZA) LOCATION: 200 ANDOVER PARKWAY EAST, TUKWILA,' STATE OF WASHINGTON COUNTY.OF KING • CITY OF TUKWILA • TRI - LAND CORPORATION KNOW ALL PERSONS BY THESE PRESENTS, that we , as Principal, and the sAF INSUR COMPANY OF , a Corporation organized and existing under the laws of the State of WASHINGTON and authorized to do a surety business in the State of Washington, as Surety, are held and firmly bound unto the City of Tukwila, State of Washington, in the sum of $62,865,00 lawful money of the United States of.America, for payment of which, well and truly to be made, we bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents. The condition of the foregoing obligation'is that the above named Principal has properly constructed improvements which conform to all ordinances and requirements of the City of Tukwila. Said improvements have been constructed within the City of Tukwila in accordance with the approved plans on file with the City of' Tukwila. The Principal is required to give a bond for SIXTY - TWO THOUSAND'•;EIGHT HUNDRED - >IXTY -FIVE ($62 _ ) to protect the City of Tukwila against • the result of .faulty materials and /or workmanship used in said construction, correcting deficiencies and performing emergency maintenance and repairs for a period of not less than 'two years from the date of acceptance by the Tukwila City Council of the Bill of Sale and Warranty Agreement on file with. the City of Tukwila. Principal and surety further agree to promptly reimburse City of Tukwila for necessary emergency repairs and /or maintenance on said improvements. • Repairs or maintenance deemed necessary by the City of Tukwila shall be performed by the Principal on receipt of written notice from the City of Tukwila directing performance of such work. If the Principal shall fail to take steps to make such repair within twenty (20) ,days after receipt of such notice, the City of Tukwila shall have the right but not .the obligation to perform the work or hire a contractor to perform the work and the City of Tukwila shall be reimbursed for all costs, including overhead, by the Surety within an additional ten (10) days, up to the total bond amount. The City shall return, without interest, any overpayment made by the Surety, and the Surety shall pay to the City any actual costs which exceed any City estimate, limited to the bond amount. • • • 1 {,1y 1 7 1i SMf i :! 12 i 7 Lryry��.+ },'i 4 F uq�h L' �.. '4 410 '411 1 r, .. 3" YY 1 iY k r • ,:. ,. :.. vt .v e . 4:1�.:'.. ,,:�wi .:. N�.Y ✓�.. .. Ir .Mi 7 � 2 In the event any lawsuit is instituted to enforce the terms of this bond or to determine the nights of any party hereunder, the prevailing party in such litigation shall be entitled to recover its costs, including attorney's fees, incurred as a result of such lawsuit. • SIGNED, SEALED AND DATED THIS 4th DAY OF JUNE , 19 96 . TRI - LAND CORPORATION • IN THE PRESENCE OF • Principal • Title SAFECO INSURANCE COMPANY QF AMERICA Surety By: 1 t . 41 01111dL Attorney -T -Fact LAWRENCE - J. NEWTON APPROVED AS TO FORM: • City Attorney (10:78) • • • • • v ., • • • • • POWER SAFECO INSURANCE COMPANY OF AMERICA GENERAL INSURANCE OF ATTORNEY HOME OFFICE: SAFECO PLAZA OF AMERICA SAFECO SEATTLE, SEATTLE, WASHINGTON 99165 No. 349 KNOW ALL BY THESE PRESENTS: That SAFECO INSURANCE COMPANY OF AMERICA and GENERAL INSURANCE COMPANY OF AMERICA, each a Washington corporation, does each hereby appoint NNTIM CHURCH; MARSHA CLESSON; PETER H. HAMMETT; CYNTHIA L. JAY; SUSAN B. LARSON; PAMELA NELSON; CARL NEWAAN; LAWRENCE J. NEWTON; VICTOR E. PARKER; JOHN N. ZEFKELES; DEANNA M. MEYER; Seattle, Washington; CHARLES A. SZOPA; SHAUNA L. MUNRO; BARBARA R. JOHNSON, Anchorage, AlaskaNNNNNN Its true and lawful attorney(s)- in-fact, with full authority to execute on its behalf fidelity and surety bonds or undertakings and other documents of a similar character Issued in the course of Its business, and to bind the respective company thereby. IN WITNESS WHEREOF, SAFECO INSURANCE COMPANY OF AMERICA and GENERAL INSURANCE COMPANY OF AMERICA have each executed and attested these presents this 6th day of Ma , 19 CERTIFICATE Extract from the By-Laws of SAFECO INSURANCE COMPANY OF AMERICA and of GENERAL INSURANCE COMPANY OF AMERICA: "Article V, Section 13, - FIDELITY AND SURETY BONDS ... the President, any Vice President, the Secretary, and any Assistant Vice President appointed for that purpose by the officer in charge of surety operations, shall each have authority to appoint Individuals as attorneys -in -fact or under other appropriate titles with authority to execute on behalf of the company fidelity and surety bonds and other documents of similar character issued by the company In the course of Its business , , On any Instrument making or evidencing such appointment, the signatures may be affixed by facsimile. On any Instrument conferring such authority or on any bond or undertaking of the company, the seal, or a facsimile thereof, may be impressed or affixed or In any other manner reproduced; provided, however, that the seal shall not be necessary to the validity of any such instrument or undertaking," Extract from a Resolution of the Board of Directors of SAFECO INSURANCE COMPANY OF AMERICA and of GENERAL INSURANCE COMPANY OF AMERICA adopted July 28, 1970. "On any certificate executed by the Secretary or an assistant secretary of the Company setting out, (I) The provisions of Article V, Section 13 of the By -Laws, and (ii) A copy of the power -of- attorney appointment, executed pursuant thereto, and (ill) Certifying that said power -of- attorney appointment Is in full force and effect, the signature of the certifying officer may be by facsimile, and the seal of the Company may be a facsimile thereof," I, R. A. Pierson, Secretary of SAFECO INSURANCE COMPANY OF AMERICA and of GENERAL INSURANCE COMPANY OF AMERICA, do hereby certify that the foregoing extracts of the By -Laws and of a Resolution of the Board of Directors of these corporations, and of a Power of Attorney Issued pursuant thereto, are true and correct, and that both the By -Laws, the Resolution and the Power of Attorney are still in full force and effect. IN WITNESS WHEREOF, I have hereunto set my hand and affixed the facsimile seal of said corporation this 4th day of JUNE 19 96 S- 074 /EP 1/03 \ 0 Registered trademark of SAFECO Corporation. • q5ctoI3 E A S E M E N T (CORPORATE FORM) TRI - LAND CORPORATION , do hereby grant and convey to the City of Tukwila, a Municipal Corporation, an easement over and across, upon and underneath, the following described land for ingress and egress and for the purpose of laying, maintaining, and installing SIDEWALKS, STREET UTILITIES, STREET LIGHTS said land being described as: WESTERLY MOST PORTION ALONG ANDOVER PARK EAST, WITHIN EXISTING 10 FOOT UTILITY EASMENT FOR PUBLIC UTILITIES, PART OF LEGAL PARCELS A AND B. PARCEL A AND B: THAT PORTION OF TRACT 10 OF ANDOVER INDUSTRIAL PARK NO. 2, AS PER PLAT RECORDED . • t . STATE OF WASHINGTON ) • ss COUNTY OF KING ) On this 4/ day of ut-cE' , 199 , before me, the undersigned, 'a Notary Public in and for the State of Washington, duly commissioned and sworn, perso ally appeared Tack ‹? Lr4 and w, ( (. c" c1-t to me known to be the President and Secretary, respectively, of 777-(- C a to cd &O ✓it a vim. Yca H the corporation that executed'the foregoing instrument, and acknowledged the said instrument to be the free and voluntary act and deed of said corporation, for the uses and purposes therein mentioned, and on oath stated that 11 e 7 a Y, authorized to execute the said instrument and that the seal affixed is the corporate seal of said corporation. • • Witness my hand and official seal hereto affixed the day and year first above written. (A) C;0 ilo NOTAR PUBLIC IN AND FOR THE 0 % ��' % % %% ►► ► O �, STATE 0 WASHINGTON, RESIDING AT .: ®_= ", ,1 � -' e. j— e-L. (� • i E : S COMMISSION COMMT ON E XPIRES 4 101 q 1. c ' I WAs • • (10:100) 2 • , • 3q5-oo, BILL OF SALE KNOW ALL MEN BY THESE PRESENTS, that for valuable consideration, TRI - LAND CORPORATION the Grantor, does hereby grant; bargain, convey and sell to the CITY OF TUKWILA, King County, Washington, a municipal corpor- ation, the Grantee, the following described improvements situated in King County, Washington, and located within the easement right -of -way described on Exhibit A hereto as follows: Street improvements to Andover Parkway East adjacent to property at 200 Andover Parkway East including curb, gutter, catch basins and storm drainage pipe, Vault inserts for street utilities and conduit related to street uti1ites, Together with any other appurtenances thereto. To have and to hold the same to the said Grantee, its successors and assigns forever. The undersigned hereby covenants that it is the lawful owner of said property; that the same is free from all encum- brances; that all bills for labor and material have been paid; that it has the right to sell the same as aforesaid; that it will warrant and defend the same against the lawful claims and demand of all persons and will pay any costs, including reasonable attorney's fees incurred by Grantee, arising out of any such claim or demand. 1 • iE The Bill of Sale is given in consideration of the agreement of the Grantee, for itself, its successors and assigns to incorporate said utilities in its utility system and to maintain them as provided in the applicable City Ordinances. This Bill of Sale is given and accepted pursuant to a motion duly made, seconded and passed by the City Council of the City of Tukwila, King County, Washington, on the / �` day of S , 19 % . • GRANTORS: GRANTEE: CITY OF TUKWILA TRI -LAND CORPORATION / / W ile Mayor 90....p.,. AT - T : / t jo___i_ t p)1 - City Clerk STATE OF WASHINGTON ) ss County of King ) c er On this �20� day of �,( ,f 4 , 199 , , before me, the undersigned, a Notary Public i and for the State of Washington, du y commissioned and sworn, personally appeared � . and cNI,emir R. C 7 , known to me to be the Mayor and City Clerk, respectively, of CITY OF TUKWILA, the municipal corporation that executed the foregoing Bill of Sale and acknowledged said Bill of Sale to be the free and voluntary act and deed of said municipal corporation, for the uses and purposes therein mentioned, and on oath stated that they are authorized to execute the said Bill of Sale. WITNESS my hand and official seal hereto affixed the day and year above ts Wri o tite . e \ p , S Ca U 'gAF ♦ ♦e o p .�pRY i el i N r. fir- s Z mss• �.• pUBLlG om o 5 NO ARY PUBLIC in and for the •. 1 , (P 4b; 0 ∎: St a of Was residing at t; G ousi's . • + $ _ 6,,11- g rose 4 OFW�,� iu�� 2 � ' STATE OF WASHINGTON ) ss County of KING On this y day of '7(4 -(' 19q(„ , before me, the undersigned, a Notary Public in and for the State of Washington, duly commissioned and sworn, personally appeared �kc. Liuk , to me known to be the individual ' "described in and who executed the foregoing Bill of Sale, and acknowledged to me that he signed and sealed the said Bill of Sale as free and voluntary act and deed for the uses and purposes therein mentioned. WITNESS my hand and official seal hereto affixed the day ' and year above written. s�►�Jl C QQ �� (L L , Q ,.�``�� " "14 �i NOT RX PUBLIC in and for the ® 41144 e�, State of Washington, residing at • • • 3 t � '7i• t. �,a i. '.7 • t . t aS�S�i.: . . .+ � a! � � �` Y .r i� 'F '� ^� 'J ` { i�; .ii�tyy a '4� ' y ~ t • y 4 ){ {L,�h -`•. +a :'�, "„ ;st <a, µ, d, . } `t { , ; ` w 5 r . � .fy }e, °l`' ,.r . _ .1 9 i�: . .. 5 l � 1. '..4" :.�t,�„ y1. `v ,44j ^Ta ter' 4404,31 i 3 . • ry} 4%4�a 4 -q , 4;;.4 . .:.i>`v3 }'x v.'rat` .° J.'. r, ,4s' �f dc ' '� t : 4a r > . I. , �,� • '� ` S c . 4 . ' •,...P.,+a....x . - v '7�v2,'s�:.i�'�d'�i�usi r�� .�' � � '., r � jl � . Arciitecture and Planning Inc : Poycc Berg, A I A:, 1201 Fourth Ave: S:. Suite 102 Seattle WA 98134 (206) 583:8030 Fax (206) 583 -0708 11 March 1996 VIA FAX: 206- 431 -3665 Kelcie J. Peterson Permit Coordinator Department of Community Development City of Tukwila 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 RE: 505 Baker - NW 94003 Permit No. 095 - 0013 Dear Kelcie, Project is complete except for utility as- builts for city , transfer of utility assets to city and payment of trip generation fees for traffic which is in the process of completion. If there are other inspections required please advise and we will have them taken care of and provide an extension. Respectfully, / Royce A. Ber• AIA President RAB :djp cc: Craig Holt, Schuchart Construction Jack Link, TriLand r.: RECEIVED MAR 12 1996 COMMUNITY DEVELOPMENT ,..........„, 6 II y °_ : � City o Tukwila f _1 t1 s y J John W. Rants, Mayor ', °:. i cl...:. Department of Community Development Steve Lancaster, Director it 1908 Mar 05, 1996 ROYCE A. BERG 1201 FOURTH AVENUE S #102 SEATTLE, WA 98134 RE: 505 BAKER BLDG Dear Permit Holder: Our records indicate that on Apr 27, 1996, one hundred and eighty days will have passed with no inspections having been called for under Tukwila Building Permit Number B95-0013. Unless you call for an inspection, or obtain a written extension from the Tukwila Building Official prior to that date, your above referenced permit will become null and void on Apr 27, 1996. If your project has been completed please call for final. If you are actively working on it please notify our office. If you have any questions or need further information to obtain an extension on your permit, please call the Tukwila Building Divison at 431 -3670. Sincerely, 4 i Kelcie J. Peterson Permit Coordinator Department of Community Development 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 4313670 • Fax (206) 431-3665 4' PAINTED WALKWAY SIGN -UV NIEFNATION,AL STMBOI- OF ACCESS LINE CF 6' . CURS F'REFINISI-ED HANDICAP SIGN PER RCW 1032.120 216' DIAMETER UPRIGHT STEEL PIPE, IN CONCRETE. SEAL E2IPOSED END OF PIPE, PAINT BLACK PER SPEC. CONCRETE SIDEWALK 11�11]�1ilf�tilk�111�I11t�Jltf= -- HANDICAP SIGN I undercto 7d that Lye Plan Check approve': subject to errors and =Wlore and ap;, -..1 of plans does not mambo to NolaNas of any adopted cods or CIS IYottpt et contractor's agar adpad, l/I45 No.'g5— 0013 REVISIONS NO CHANGES SHALL BE MADE TO THE SCOPE OF WORK WITHOUT PRIOR APPROVAL OF TUKWILA BUILDING DMSION. NOTE: REVISIONS WILL REQUIRE A NEW PLAN SUE.Nn-AL AND MAY INCLUDE ADDITIONAL PLAY REVIEW FEET CONC. PANELS, PAINT PER SPEC. (TYP.) STEEL ANGLE FRAME, GRIND WELD JOINT SMOOTH 3/8" x 2" STEEL STIFFENER BAR 12.-0" TYP STEEL PLATE W/ HOLES FOR CANE BOLTS EMBED IN CONC. SLAB. TOP OF CONC. FLOOR SLAB & A.C. PAVING TRASF' ENCLOSURE ELEVATIONS TRASH ENCLOSURE PLAN CONC. PANEL, PANT FER SPED 3' x 314' x GALV. STEEL ANGLE TO MATCH P11. GATE HEIGHT, la' NELSON STUDS MELDED AT OC, PANT TO MATCH CONGR£1E WALL5. 3AROU V, PA GALV. HATCH METTEEL AL PAN FRAME ALL ANGLE FREO S BAR STIFFENER ITELDED TO STEEL GALV METAL PANELS, VILCRAFT TTFE 3N, 3' DEEP, E GA, OR Ea141-. PAINT PER SPECS. 4' x 8' x Te' STEEL PLATE UU/ HOLES FOR CANE BOLTS B'SED N CONC. SLAB IITH SUDS —, I L GAME BOLTS AT LOITER FRAME SECURE TO lei PLATE 70 AlYaLE FRAME I-EAVF. DUTY HINGES, Iti` PAIR PER DOOR STADLEY ' B8 601-8', OR EC,U,41, WELD TO STEEL AWES. TRASH JAMB DETAIL TRASH DR. TOP OF CONC. PANEL BEYOND 311'x315'xtb'GALV. STEEL ANGLE FRAME ALL AROUND, PANT TO MATCH METAL PANEL 3' DEEP, E8 GA. GALV. OAL PANELS, UELDED STEEL AWoLE FRAME EMBEDDED STEEL PLATE All HOLES FOR CANE 80LTS CONNC 8LISSfDTO k. FRONT SECTION VERIFY GRADE W/ CIVIL T.ANDSGAFE PLANS 4' COMPACTED FILL 3" 11 VICINITY MAP 51/1' (TIP) 4' THICK CONC. SLAB - EXTEND TO ASPHALT CONC PAVING, MATCH ELEVATION. 7 SYMBOLS CONC. SEATING WALL, SMOOTH TROWEL FINISH, PAINT. (2)1'4 CONT. '4 a 12' o.c. EACH WAY - PAVING PER SITE PLAN 11' 111=Ill= 1111 111111� _ 111=111 (3) '4 CONT. Section or Detail Numbers Drawing where Section or Detail is Drawn Partial or Full Building Section Wall Sections Detail — Section or Target Interior Finished Wall Elevations Door Number Grid Lines — Column Room Number Fire Extinguisher See Specifications interior Stud & Drywall 3 1/2 metal studs 25 ga. at 2'-0"o.c. w/ 5/8' GWB each side up to ceiling. floor or roof deck unless otherwise noted. Stud & Drywall w/ Sound Batt Insulation 3 1/2' metal studs at 2'—O'o.c. w/ 5/8" GWB each side thru ceiling. One Hour Rated Walls 3 1/2" metal studs 25 ga. at 2'—O'o.c. w/ 5/8" type 'x' GWB each side & Batt Insulation up to structural framing. Concrete Walls/Shear walls/Columns thickness as indicated on drawings. NORTH LOT TAX N0. 022310-0101-01 THAT PORTION OF TRACT 10 OF ANDOVER INDUSTRIAL PARK NO.2, AS PER PLAT RECORDED IN VOLUME 11 OF PLATS, ON PAGE 68, RECORDS OF KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHEAST COWER OF SAID TRACT 10: THENCE N 01d11'25" E, ALONG THE WESTERY MARGIN OF JAMES CHRISTENSEN ROAD, A DISTANCE OF 105.99 FEET TO THE TRUE PONT OF BEGINNING: THENCE N 88d54'54" W A DISTANCE OF 284.96 FEET TO A POINT ON THE EASTERY MARGIN OF ANDOVER PARK EAST: THENCE N 01d05'06" E, ALONG SAID EASTERY MARGIN, A DISTANCE OF 354.02 FT. TO A FONT OF CURVE: THENCE ALONG A CURVE TO THE RIGHT 14AVNG A RADIUS OF 50.00 FEET, AN ARC DISTANCE OF 18.91 FEET TO A PONT ON THE SOUTHERY MARGIN OF BAKER BOULEVARD: THENCE S 88d25`2T' E, ALONG SAID SOUTHERLY MARGIN, A DISTANCE OF 18561 FEET TO A PONT OF CURVE: THENCE ALONG A CURVE TO THE RIGHT HAVING A RADIUS OF 50.00 FEET, AN ARC DISTANCE OF 1820 FEET TO A POINT ON THE WESTERLY MARGIN OF THE JAMES CHRISTENSEN ROAD: THENCE S 01d11'25" W, A DISTANCE OF 35234 FEET TO THE TRUE POINT OF BEGINNING EXCEPT THE SOUTH III FEET THEREOF. SOUTH LOT TAX NO. 022310-0099-01 THE SOUTH 111 FEET OF THE FOLLOWING DESCRIBED REAL ESTATE, SITUATED IN THE CITY OF TUKWILA, KING COUNTY, WASHINGTOI , (SEE DESCRIPTION ABOVE) 9 LEGAL DESCRIPTION A.C.T. ACOUSTICAL CEILING 11LE A.F.F. ABOVE FINISHED FLOOR ALUM. ALUMINUM ASPH. ASPHALT ANOD. ANODIZED BM. BEAM BD. BOARD BLDG. BUILDING BLK'G. BLOCKING CLG. CEILING CL CENTER LINE COL COLUMN CONC. CONCRETE CONST. CONSTRUCTION CONT. CONTINUOUS D/F. DTL DIA. DIM. D.S. DR. DWG. E.I.P. ELEC. ELEV. ENG. E0. EQUIP. EXIST. EXP. EXT. E.W.C. DRINKING FOUNTAIN DETAIL DIAMETER DIMENSION DOWNSPOUT DOOR DRAWING EXTERIOR INSULATING PANEL ELECTRICAL ELEVATION ENGINEER EQUAL EQUIPMENT EXISTING EXPANSION EXTERIOR ELECTRIC WATER COOLER FAC.FIN. FACTORY FINISH F.D. FLOOR DRAIN FT. FEET F.F. FINISHED FLOOR FIN. FINISH FL FLASHING FIR. FTG. FDN. F.O.C. F.O.F. GA. GALV. GL G.LB. GYP. G.W.B. HDWR. HGT. HCP. HR. HORIZ. H.B. FLOOR FLOORING FOUNDATION FACE OF CONCRETE FACE OF FRAMING GAUGE GALVANIZED GLASS GLU—LAMINATED BEAM GYPSUM GYPSUM WALLBOARD HARDWARE HEIGHT HANDICAP HOUR HORIZONTAL HOSE BIBB INSUL. INSULATE (INSULATION) INT. INTERIOR JT JST. LAV. MFR. MAIL. MAX. MECH. MIL. MIN. MIX. N.T.S. NO.(#) N.I.C. OFF. 0.C. OPNG. PNL. PTN. R PLLAM. PLYWD. P.L P&P R.B. REC. RECP. REINF. R.D. RM. SDG. SPEC. STD. STL STRUCT. S&V. TELE. TEMP. T. T.O.P. TYP. T.I. T.W.C. U.O.N. V.C.T. V.W.C. VENT. VERT. W.C. W.COV. W.H. W.R. WD. ABBREVIATIONS ZONING SEISMIC ZONE CONSTRUCTION. OCCUPANCY TYPE NO. OCCUPANTS JOINT JOIST LAVATORY MANUFACTURER MATERIAL MAXIMUM MECHANICAL METAL MINIMUM MIXTURE NOT TO SCALE NUMBER NOT IN CONTRACT OFFICE ON CENTER OPENING PANEL PARTITION PLATE PLASTIC LAMINATE PLYWOOD PROPERTY. LINE PATCH AND PAINT RUBBER BASE RECEPTION RECEPTACLE REINFORCING ROOF DRAIN ROOM SIDING SPECIFICATION STANDARD STEEL STRUCTURAL STAIN AND VARNISH TELEPHONE TEMPERED TOILET TOP OF PARAPET TYPICAL TENANT IMPROVEMENT TACKABLE WALL COVERING UNLESS OTHERWISE NOTED VINYL COMPOSITION TILE VINYL WALL COVERING VENTILATE VERTICAL WATER CLOSET WALL COVERING WATER HEATER - WATER RESISTANT WOOD 1991 UNIFORM BUILDING CODE, & CITY OF KENT BLDG. REGULATIONS. GM 3 V-N B-2 (RETAIUOFFICE) 1/100.- ±346 ± 82,333. S.F. NORTH LOT ± 31,652-S.F. SOUTH LOT. ± 15,802 S.F. NORTH ± 12,919 S.F. SOUTH EXISTING LANDSCAPE: ± 14,461 S.F. NORTH ± 7,114 S.F. SOUTH EXISTING PAVING: ±52,070 S.F. NORTH ± 11,619 S.F. SOUTH PROPOSED BLDG: ± 34,593 S.F. PROPOSED ± 13,964 S.F. NORTH LANDSCAPE: - ± 5,2368.F. SOUTH PROPOSED PAVING: ± 52,070 S.F. NORTH ± 11,619 S.F. SOUTH NET CIiANGE PERMEABLE: + 2,375 S.F. PROPOSED PARKING: 135 TOTAL CODE DATA STD= 90 STALLS COMPACT= 37 STALLS WC= 5 INCLUDE VAN LOADING=.3,.. 'NO. DESCRIPTION A-1 - PROJECT DATA & DETAILS A-2 SITE PLAN A-3 FLOOR PLAN A-4 ELEVATIONS A-5 - BUILDING SECTIONS, ROOF P11 A-6 - WALL SECTIONS & DETAILS C1.1 C1.2 C2.1 C2.2 C2.3 C2.4 C3.1 C3.2 C3.3 EXISTING CONDITIONS -• f :; DEMOLITION PLAN. SITE PLAN, GRADING, PAVING & STORIIk STORM .DETAILS & NOTES STORM & EROSION CONTROL DETAILS'. PAVING DETAILS& NOTES WATER SEWER &GAS PLAN WATER DETAILS & NOTES SEWER DETAILS & NOTES. LANDSCAPE PLAN FOUNDATION PLAN FOUNDATION PLAN ROOF FRAMING PLNN ROOF FRAMING PLAN FOUNDATION SECTIONS RECENED ROOF SECTIONS on oF- TUKWILA ROOF SECTIONS ROOF SECTIONS . JAN 9. 3 1995 PANEL ELEVATIONS PERMIT. CENfEq! GENERAL NOTES SHEET INDEX Architecture and Planning Leason Pomeroy Northwest Royce A. Berg, A.I.A. 1201— 4th Ave. S., Ste 102 Seattle, Washington 98134 (206) 583-8030 NO DESCRIPTION Pat=iz REN/15;0N 194p6E 11 EI°R 6.15H I r(aL RECEIVED JAN 1 7 1995 ROBERT PORIATT1 ngtnC. JOB NO.: 93004 SHEET NO OF' DATE: 1/5/95 DRAWN: Sgpl CHECK: FOUND MON IN CASE 5 BAKER BLVD. hlPwhL#� GoRNER To pLLe Eo r Off Fr12 FUeUo wGPJa SDMH OSSMH 1 FOUND MON CASE SD CB EYfqltiEn COPE? OJT JAMES CHRISTENSEN ROAD PV PV � frS� LOCATION �� UNKNOWN i 8 • I 7 SD SD Ir SS SS C 2 CB 51 53 F _ iC6 �R �4691' 22 6' (4 C RIM=24.25t I.E=22.301$410N ETE) T ur ur ur UP Ur :' 6 LPrlp i,E. 26 1�R ur UP P a 30',11b LOADING ZONES RIM=25.00 I.E.=22.40 (4" CONCRETE) c f !ate !EN: I JL)I-.p..G NCRETE) E) SD t GAU CR3 Pt-1 LOCATION INKNOWN 0 1='IrCpoJ 111. C C c (- LAN J ISL' 3 T'' --,3 ry-/"" 1NCa Up tor SD •` . 22.98 (4" CONC OCR • =x 5 , . F4/IN RIM=25158 ICIt1 Jj *.»I 2 N .1II' ox e,C B 10! .1I11LITY 4 EMENT CB 13 13 a� 24 SS _ SS II I. 1° Co.0 C o- -X--X 4' CHAIN UNK FENCE 26 26.20 26.30 26.40 26.30 26.20 2 RETAIL/OFFICEN ONE i ®STORY ±32, 1066 S.F. (GgOSS-F.o.G:) 2rni RIM=25.1 I.E.=23.7 CB RIM=25.51 m I.E.=23.81 (4" CONCRETE �F CONC a� XFMR q II 9z L1Gi#T 8 6)1-:5 5YJ .4_,,-......'. SS S SS ! SS IOU 6iG5),.5.- \ WATER METER SS SS SS SS i yy�� RIM=25:37 I.E.=22.87 E-r I.E.=22.77(SW; o71 coo c X—X \ X 10' Et-bL011 E TNe 13UI Ll7I NG� INDIGA,TES FU1v2R Pcirte Lc�l1o1W;'f-t6 11c).-ATGONG. !no WPt-I- G RIM=26.3. I.E.=21,89 I.E.=21.80 1pCB N W S A,N -- 5 . I c 6Vu e rea r / j c rs c 8" CONC ❑CB ASPHALT OBI i W(1TCR.VAULT Lr.4 RIm=24.78 I.E.=22.98 � WATER \ SHUT l 14FF VATERI-y N EtER I c\ 1 UThlri IP- P Fb, LT,YP, ASPH �ob LT Wl0W PAT+1 `sI EfYb (ty/ RAI U nYa Ph 11 v0RIFr cofJUE¬4 To PPRK 22 W/ O W( Pi'RI h r1J 194WL 16 WORK", GE TMENTS 24 8' CHAIN LINK FENCE 9 C C ANDOVER PARK EAST C8 �u 00 El�I`aTI NG ss ss �&'Y'Otss r- ' 15" SD ss ss ss 4 Joc-p GoN6, cum- C ORWEWhT SIDE I1,1I71GA-'(Il\6> UPl-I w6-r. 4D,T ejlx', Remove- EXISTINCI rev./EF vpUVT Pf-INT °oNw�1I IDIGapp- P"/INeaPER epe..64 CONC G Ir-r <-3T0 . 67'± 8' CHAIN UNK FENCE TABULATION SITE AREA: EXISTING BLDG: EXISTING LANDSCAPE: EXISTING PAVING: PROPOSED BLDG: PROPOSED LANDSCAPE: PROPOSED PAVING: 1 ± 82,333 S.F. NORTH LOT 6 31,652 S.F. SOUTH LOT ± 15,802 S.F. NORTH ± 12,919 S.F. SOUTH ± 14,461 S.F. NORTH ± 7,114 S.F. SOUTH ± 52,070 S.F. NORTH ± 11,619 S.F. SOUTH ± 34,598 S.F. ± 13,964 S.F. NORTH ± 5,236 S.F. SOUTH ± 52,070 S.F. NORTH ± 11,619 S.F. SOUTH NET CHANGE PERMEABLE: + 2,375 S.F. PROPOSED PARKING: 135 TOTAL STD= 90 STALLS COMPACT= 37 STALLS H/C= 5 INCLUDE VAN LOADING= 3 CITY OF TUKWILA SS SS SS SS SS SS SS SS SSMH FH FH APPROVED MAY 1 0 199 AS NOTED OUILDING DIVI61 FOUND MON IN CASE NORTH SITE PLAN RECEIVED CITY OF. TUKWILA MAR 2 7 1995 PERMIT CENTER 20' Tukwila, Washington Architecture and Planning Leason Pomeroy Northwest Royce A. Berg, A.I.A. 1201- 4th Ave. S., Ste 102 Seattle, Washington 98134 (206) 583-8030 NO DESCRIPTION DATE PSG 7 ✓a 1'Y e5 �ILr Psiz v4'-52 rat a4- ;W"Lz"I5 �yF j 7;3 51L595 PEglyIT(..,UP MI'7PL Ft4rl 62R-g5onor.r. haAR a0D IT1aN5 '13t1 s /4r SITE PLAN PRINTED MAR 2 7 1995 LPN Architects & Planners File: 94003\A2 JOB NO.: 94003 DATE: 8-27-94 DRAWN: sgp _ A - 2 /20 SHEET NO OF: CHECK: Fvtvge PR) 0.� (FQTuRS OR) 5'-0" TTPICAL dot 1T-0" 1 5'-0 III 20'-0" I sq5-0()(3 0 0 4T-3" 1P-0" xN EIS. 'hue, PoNEt- L r.ATlGN h56 EIeF-G. I I L 992114QER Fat 33.-0" 96'-0„ 5'-0' T-0 '-0„ Il'-0" P. J 303'-0" 36'-0" 1T-3" T-9" 9'-9" �rtt U,dR0T o 42'-0" DS. ELECT. R 1. 11'-0" Il'-0" PR 0,4 F, DS. 46'-6 3/4" V 7° 1-{TL IN61)L. ACG1!h Pa9R, N!/ GI.c6op-, ir'YPIG>dL Fela sre4 TTPIG�L 1zcoF o IN bpovi, ORAlkj ttJN FuTL'Re DRY. p/Qf crag, F-rz O✓�aD' 1 iV (ONG. ENr12Y Falk w/ uo(zE0 �1 6 P,ol 9'6 M. (/ O'I a/G 1" MIN 30-10 112 G1� - GONG, c5EpT1 NO wA.I-L ¢ I-IGNT TYP. PEu +T AI, O'TL-& 41'-2 I/ 30-8 1/4" WIDE WPY w/ GUN, CUR•bIn:G, PER CITY OF TUKWILA APPROVED MAY 1 0 1995, AS NOTED BUILDING DIMS RECEIVED CITY OF l'UKWILA:. MAR 2 7 1995 PERMIT CENTER NORTH FLOOR PLAN 1/16' LLJ J Architecture and Planning Leason Pomeroy Northwest Royce A. Berg, A.I.A. 1201- 4th Ave. S., Ste 102 Seattle, Washington 98134 (206) 583-8030 NO DESCRIPTION DATE P7P(2 Pt71' I T I O N', FLOOR PLAN PRINTED MAR 2 7 1995 LPN Architects & Planners File: 94003\a3-T MEV 1/16 JOB NO.: 94003.2 SHEET NO OF: DATE: 1/5/95 DRAWN: ayp CHECK: A-3 Gi DI'-o'I CD CC! ,a99 waw ANGLED WPu- s ttil- P cF CoPI,TYPIC.l- "PRZVHIIT"" FIN (R Tric.0= t- A Lev WPW WV6 DR!>IN avereFLow I 'fE y1 piPE,CRct-1.)�' STENO 2' I. OND 61•Fh./Tyi. (e 121a.FG.> f.,RteN�V ALUM , SToR6FgoNT 13LP21NG N'�ULALA21N PED I SPED. tJ, U 0• T T'IGDL II G'zri/IT Coz1JI6ir 61l C7vlT-RIbR IN4,1L F1 ijEsH E1,161-1 o/ 'gl'GWPP Siff6 w/ NTL ro1UU WDR.L FRaHING -TYPE- 6 TEMPERED Ca�PfsSPeg SPEG, f 5 Paz ufW R69. Tyr G°' Lov/eR PANei..$4 oR6, (16 inNDlfpTeeTet16' Calh.) T7PI Ga! . tiIe;TES WEST ELEVATION 1/16 f�ulUN(a �I�O PkX IIiSIJI�TIGN. CO aRTl . TTf'IG/-L (u-FAoTcRE) I. 0 ; • 4.HI. lN♦2UL= u' .067 2, GLD21r�i - I' 14SVL c2 fe w/ Low--6 Ga .TtriU NGG 5µ a pi:26m ' TitERsfWpPlnia Gv fru- DDuIR, PeR 6pl~G G,cl.lU4 / Lt Wlh »IS, CtZWS, P/NJEi- JOINTS Ft2oPoSED WIN[XIWS AND Gf ue [229R6 ?z Ver- -ED aT a r CERTIFIED INOEPENDE-vr orlo n UGE .r-,ED F -r TFFE NCI.. FENEST.A.TION R 11N& GouNC11-, PNr9 6E12 THE U- VitmLUes ( Fir G1PI,1S c' P4NS LED w�- ANGLE Wau. Cola'_ 2mF ov R RA,/ Ttlax.u.t W xv�Esz,TTP. A N. Neat Fax,F ,X.2E814 NIL GcP NG 211 Pt-14Gc-4toj NEL GCNG• TILT- UP T2Icj2 Wa.LPAN =hw/ TEXTURE PPINT FINIS ("DR-Ntr") 6E6 WCST ELEVA-TION F,R 1517 NaTE6 SOUTH ELEVATION 1/16 2 , � RcvF GvERFLo fWl'IT I ( 1 i J 4 1 . i n R c I 1 1 i t. II ' L 10 GONG. rfrNeL,2 7i- Pc -of CoFI1-6, o l6. TILT -UP WxTERIoR �d L PGN FA . W/ tip( PPI dT KINISH "PR-r' Ir') bEE wr T ELEvaToNF�RTTPNOTES EAST ELEVATION 1/16 3 1-3415,4)m 11 — FI�SrSW5t delUw•a sTG W/ Fnt-. STUD tMb . FRaHiN CmrOF APPRoLA pn MAY 10 1995 AS NOTED, 8111LDiriG DiVla CITY REOCEIVEDF TUKWILA MAR 0 7 1995 PERMIT CENTER SEE wEsT6L6VeT1ON ('02 i r1 NOTES NORTH ELEVATION 1/16 CD [1©1 Architecture and Planning Leason Pomeroy Northwest Royce A. Berg, A.I.A. 1201- 4th Ave. S., Ste 102 Seattle, Washington 98134 (206) 583-8030 NO DESCRIPTION DATE IlE II 12� F..izmR SU841l14.+- I'13/g5 PLVN GtteGl' CORRWTION ELEVATIONS PRINTED MAR 3 1995 LPN Architects & Planners File:94003 a4-2 > 16 JOB NO.:94003.2 SHEET NO OF: DATE: 11-22-94 DRAWN: CHECK: 89p A-4 PReGt 1 po taxe ORAN t QyElRMPI'E✓5 4•-0' LLT1rROOFO R40 4.-ft NEOPRl3E Exp.44501 JONI - BLOCK AS FEt,t'D FOR CLArt* PLYWOOD DECKIIN6 NOTES SEE ROOF PLAN FOR ROOF StFP LOCATia45, S DRAMAS 4 DETALS FOR CQNC PALL PAIELS. DRAN ovEFFLaU TO DATLKEFR. PPES CG EALED N Slip 941115 (TYP3S5E SW. DRAM /--coticFeTE FLooR SL68 (#R5T FLOOR? CAILIK AROIIID DRAM PIPE PBNETRATOL PROVIDE CLEAN-alr • GRADE 4 DRAM PPE TO STC991 5i DRAM FOR STg11'! SEER LOCA ROOF DRAIN 28'-0' 'I • 13 18'-0" • 1" 5 A -A B-B B-B Mectl am Rao €12r,et,i 28'-0" AA GENERAL NOTES L MINIMUM ROOF SLOPE TO ISE 1/4 INCH PER I'-0" AT ROOF DECKS AND 1/4"PER I'-0" AT ALL CRICKET LOCATIONS. 2. ROOF DRAMS ARE APPROX LOCATIONS TO LOW POINTS FOR POSITIVE DRAINAGE WITHOUT PONDING WATER 3. STRUCTURAL ENGINEER TO 8E CONTACTED PRIOR TO PLACING MECHANICAL EQUIPMENT. 4. ALL ROOF ELEVATIONS ARE TO THE TOP OF THE TAPERED RIGID INSULATION SYSTEM, PER MANUF. SPEC. 5. DRAIN ALL OVERFLOW TO DAYLIGHT' AT EXT. WALLS, SEE ELEVATIONS FOR LOCATIONS: ROOF PLAN f3,0,R rys'g Fv(02 OW* d I.aNGNoF-O 1 ,w/ 9 c W C 2 1. 4/6 P;R R&k'r, pa*. / (i, 8L P6F, 1-15 -Tt, - PER wc.EG p$6a1 A -A NORTH/SOUTH BUILDING SECTION B-B EAST/WEST BUILDING SECTION 20' Architecture and Planning Leason Pomeroy Northwest Royce A. Berg, A.I.A. 1201— 4th Ave. S., Ste 102 Seattle, Washington 98134 (206) 583-8030 NO DESCRIPTION DATE yell GR`fCoMMGN RL'vleED f? G U6M11 L I* F►{AG�lI E3R {ITtaL FeRMITturP9L)IOL :_1j BUILDINGS SECTIONS & ROOF PLAN DATE: 1/5/95. DRAWN: a9D CHECK: ROOF SCREEN i ?A-Ga. NTL. C i,.4& -PAINT ptiaG�fL tP'TVI es E,I.FS .FIN►SH PER t & e1.614.-IkTl Revr Gnplt•Ira hplG� 'e p . /I Peep (2vv-bL 21'WIDE I}o1212.— T'(P. L144e2 -O TRU'fG Pal of o/a Fh, w/ ft," OW TUNA ,o14164: PER ern 005, R--RIGID IN6UI. vJ/ PbUit�T• UP Ra9F Pt✓R G. IZ4i1 Fe. attT IIJ6Ul, w/ Fh vF>, PIN W.14- PEg'aP5 'y '''*�� \ llll IIII_lllis D6pHof.T PsvING lll F Gvlt- cW& 40.0.0 fo J ,. 5T21 T Co'ici4 Frei. Gf2�iN ° ° pv/6, PER. G1vILowG1 n 1llff111 111 81 }(4Wb rrrpMA- U lN'(`, thy e0/2" M71- grub FJRRING efr gRIEK �(`- � IZIP5F) F TrariVRED T"GoatJHo A' Ci fl1WUP Wall. paNsL W/ 2"wx 3/4"O {{oW2. Frl MaE1,evAll oNs 1F2•AyT / O(,OPI/FAR 11r, pc5-pC713 CONCRETE WALL SECTION 1 tP Rc FING .9/12-ae, RlcaID 21•0" a'o KAES Pe R•r u 1' DuaS, ? . Ca MTI- R27F CoPINp oN conk 64th-1 xj�G1,1F6d 21.0'a/G. Pe-ixr F>✓g '• 61.opE }%Pop p*arVf i>J 16 ai �t55D LETTER SIC G 5 0130 o ' pRw T liSt( ZIDR iNSUL FIMIsiNI 9, We 6vJE' PtrR ., v4/ MTL `'(DD —s Fgegb FAR •1JG 0- F Eo_ eNT2i; w/ flog -we Iveruge co q1N i 41111> vcrelziog Gum FFIt I`*D, 4 RI- quD FRA* 16 File , 12-11 F6, I�?f IN�J►- Tor fF Muwt oN W "* ° v P3 }fl s,TYF 1'PoF 1.401.4.1C4 0 41 coNG. F8tTIi ; w/ 14x I'2/w/,qx',H ulw.M, NIN. vr/ REo7 CON.. JOINt`a Peg FLAN, %CoMP*Tro Ru. tR'ILS REN, TYP 412.4.oc r 6LU4L1M PEON! F:R TIZUGTUF-1. Dvio. RIIF.G,i FAVAWAWIMISAVAWINIMWAIA • t • — () o-• 601I4, 1 1 erfak4 cauy, r A. L= — — Co°DV, FIE; DPoiN- PER Civl L Dw&, ,a ENTRY WALL SECTION QED GAN LIGHT F' , Dvw6, y 7RE- F18: NT 1.A2IN6 5(�TEHFER- w/ I INSUL etLa21 N9 Acv SFeGI PIND ot3 CRRDE Flfl2 DWW c1/ v.Aspog Fre- FIGSTIoN`, COY OF TONNA APPROVED MAY 10 695 AS NOTED SUILDING Di SI CRY OFETryUEKDWIIA JAN 13 1995 PERMIT CB TE R Architecture and Planning Leason Pomeroy Northwest Royce A. Berg, A.I.A. 1201- 4th Ave. S., Ste 102 Seattle, Washington 98134 (206) 583-8030 NO DESCRIPTION DATE WALL SECTIONS ROY STATE OF WASHIN File:94003 A6 3/4' JOB NO.: 94003 SHEET NO OF: DATE: 1/5/95 DRAWN: sgp A 6 CHECK: ���ul?FoGE NIJT W L FPO— twee o21U1-'1 1=1xNP� UTH TW11 O'-08st- 1YP vEPFr-FrbP(at ca001- REUE�WED CPS UGHTS COPR-I */d218-(.,GLA2 FubRFrzWr FIXTJR-£,Tir " S F` - CUNTRUJ COY OF VOW APPROVED MAY 10 1995 AS NOTED BUILDING DIVIS RECEIVED. CITY OF TUKWIUI MAR 0 7 1995 PERMIT CENTER FyRl�If C^ [o3,toSLi8.5x .21il/FT2 = 12,737 wi u (.177• 9Iq F•r. X 7,r7 Fr = rog-92 Ic1,lo261 wP1T .F q e) L4 n 6 - EXTa240,Q vs t) Pam- (c)c92WwPfTs = /5o0 WATT IT, -64-0e *2,4 = 922 warn Ur7 1,14, ( P•2)-(12)P_ 7o = 84o u)AiT L't Pe2IE (4,Se ,A,2) - (a-) G 27S= // 2 uiA-TT �u8'U 1118C l4' iliO v. c1�,akrr RMUIT 0,0271,1171aL, Architecture and Planning Leason Pomeroy Northwest Royce A. Berg, A.I.A. 1201— 4th Ave. S., Ste 102 Seattle, Washington 98134 (206) 583-8030 NO DESCRIPTION DATE REFLECTED CEILING PLAN HINTED MAR 31995 Ulf Architects & Planners File:94003 a3—T /16 JOB NO.:94003.2 SHEET, NO OF: DATE: 2/13/95 DRAWN: 89P' I4.0:26 cal 02/17/95 ) C ; _ surrut. WASHINGPOU163" (206) 266-2468 1,62 (206) 21145-1045 MECHANICAL FLOOR PLAN Architecture and Planning Leason Pomeroy Northwest Royce A. Berg, A.I.A. 1201— 4th Ave. S., Ste 102 Seattle, Washington 98134 (206) 583-8030 NO DESCRIPTION DATE FTED 1995 r_R: Architects & Planners JOB NO.: 94070 DATE: 2-17-95 DRAWN: D.S.G. CHECK: P.J. MECHANICAL EQUIPMENT SCHEDULE MARK ITEM. MFR: MODEL DESCRIPTION AC —I Rooftop Trane: YCD060 2000 CFM @ 1.0" ESP, Air Conditioner 600 CFM min. OSA 1 1/2 HP motor AC-2 Rooftop AC-4 Air Conditioner AC-9 AC—I2 Rooftop Air Conditioner Cooling: 65.3 MBH total, 45.0 MBH sens. @ 80 deg. AMB, 85 deg./67 deg.F EAT EER: 10.0 Heating: 90 MBH input and 73 MBH output, natural gas. Electric: 16.0 MCA, 480/3 ph. Weight: 1100 lbs. Accessories: o. Economizer. b. Head pressure control. c. 30% Throwaway filters. d. 14" roof curb. Trane: YCC030 Cooling: Heating: 1000 CFM @ 0.60" ESP, 200 CFM min. OSA 1/2 HP motor 31.1 MBH total, 20.8 MBH sens. @ 85 deg. AMB, 80 deg./67 deg.F EAT EER: 8.85 48 MBH input and 40 MBH output, natural gas. Electric, 25 MCA, 480/1 ph. Weight: 500 lbs. Accessories: a. Head pressure control. b. 30% Throwaway filters. c. 14" roof curb. Trane: YCD075 Cooling: Heating: Electric: Weight: Accessories: 2500 CFM @ 1.0" ESP, 600 CFM min. OSA 2 HP motor 78.7 MBH total, 55.1 MBH sens. @ 80 deg. AMB, 85 deg./67 deg.F EAT EER: 9.0 120 MBH input and 97 MBH output, natural gas. 18.0 MCA, 480/3 ph. 1100 lbs. a. Economizer. b. Head pressure control. c. 30% Throwawoy filters. d. 14" roof curb. AC-3 Existing Rooftop Trane: 2000 CFM @ 1.0" ESP, AC-7 Air Conditioner YCD060A4LOAA 600 CFM min. OSA AC-8 AC—l0 Cooling, Nominal 5 ton. AC-13 EER: 10.0 AC-I4 AC-15 Heating: 90 MBH input and AC—I6 73 MBH output, natural gas. AC-5 AC-6 AC —II Electric: Weight: Accessories: Existing Rooftop Trane: Air Conditioner YCC030AILOAA Cooling: Heating: Electric: Weight: 480/3 ph. Approx. 1100 lbs. Contractor 10 provide economizer. 800 CFM @ 0.6" ESP, 200 CFM min. OSA Nominal 2 I/2 ton.. EER: 10.0 40 MBH input and 32 MBH output, notural gas. 208/1 ph. Approx. 500 lbs. SEQUENCE OF OPERATION I. ROOFTOP AIR CONDITIONER AC —I: A. Seven—day progr amnoble room thermostat provides 5 degree deadbond, staged heating, cooling, automatic changeover (thermostat interlock),fan: control and night setback. B. Fans run continuously during occupied hours. ROOFTOP AIR CONDITIONER AC-2 & AC-4: A. Seven—day programmable room thermostat provides 5 degree deadbond, staged heating, cooling, automatic changeover (thermostat interlock), fan control and night .setback. B. Fans run continuously during occupied hours. 3. ROOFTOP AIR CONDITIONER AC-9 & AC-12: A. .Seven—day programmable room thermostat provides 5 degree deadbond, staged heating, cooling,. automatic changeover (thermostat interlock), fon control and night setback. B. Fans run continuously during occupied hours. 4. ROOFTOP AIR CONDITIONER AC-3, AC-7, AC-8, AC-10, AC-13, AC—I4, AC-15 & AC-16: A. Seven—day programmoble room thermostat provides 5 degree deodband, staged heating, cooling, automatic changeover (thermostat interlock), fon control and night setback. B. Fans run continuously during occupied hours. 5. ROOFTOP AIR CONDITIONER AC-5, AC-6 & AC—I1, A. Seven—day. programmable room thermostat provides 5 degree deodband, staged heating, cooling, automatic changeover (thermostat interlock), fone control and night setback. B. Fans run continuously during occupied hours. 4. GENERAL: The following work sholl be considered to be under Division 16: A. All power wiring from power source to equipment. B. Furnishing and installing disconnect switches. C. Furnishing and installing all starters. The following work shall be considered to be under Division 15: A. All temperature, interlock, and equipment control wiring, conduit, and appurtenances, high and low voltage. B. All control wiring, line or low voltage, including but not limited to wiring through the coils of the magnetic starters and relays, and through the contacts of thermostats and other pilot devices, except where noted otherwise. RECEIVED CITY OF Tl1KWILA MAR 0 7 1995 PERMIT CENTER EXPIRES 5/10/9S i SIDER£&e BYERS ASSOCIATES INC. rauxral. owaem IBO, Ints0M; 11 1t06: 992066 ax 08) 2809/1105. (E00) 295-E900 ➢AX 200) Y96=fOf6 MECHANICAL SCHEDULE Architecture and Planning Leason Pomeroy Northwest Royce A. Berg, A.I.A. 1201— 4th Ave. S., Ste 102 Seattle, Washington 98134 (206) 583-8030 NO DESCRIPTION DATE MECHANICAL SCHEDULE 11 r: ,f,; mhiteets & Planners DATE 2-17-95 SHEET NO OF: FOUND MON IN CASE 5 23.71 24.68 I.E=16.3 (15) (CONTRACTOR TO VERIFY) 26-,V 26.35 25_60 E 2727 I% ..... .---. 26.78 T/C it it 26.33 TOP 'r22J8 , WALL IF .26504,4 ` .72-9973i Ir26.33::TCP WP,L13 m4P, 124.78 25.72 25.42 f 25.44 � TM CONC KGB 25.66 WATER SHUT 26.16 25 59 - OFF 25.50 WATER WATER VAULT 2537 METER SYMBOL DESCRIPTION PREP_ DATE APPRV, REVISIONS BENCHMARK CHISELED. SQUARE ON NORTHEAST CORNER OF POWER VAULT CONCRETE PAD, 2 FEET ± WEST OF. THE NORTHEAST PROPERTY CORNER OF THE COMPUTER CITY SITE. ALSO 32 FEET WEST OF THE SOUTH MONUMENT ON THIS DRAWING. ELEVATION 25.28 NGS:DATUM, (ALSO CITY OF TUKWILA) 22.1 22-9 8' CHAIN � LINK FENCE 28.14X 26.12 11 ASPHALT PLANTER 26.4 1 :EONCa, 26.30. 26°21 -WALK 26__20 21.98 21-28 21.76 T/C BAKER BLVD. 22 30' 23-97 24.45- T, c j SSMH s F0UNi VON N CA i 1 SDMH CB PROPERTY LINE 25-62 T/C %I a.9 PV I -'z+r Ur .z�<tuOCATION UNKNOWN 07 23.85 T/C Ur UP 26.4 26.27 EX. CB #1 2502 26 REM=2425'! I.E=22.30i.(4 CONCRETE) 7 `Ex1sr. / 40 EX. CB #2 25.6 23 97 105 T 66 25.42 ]ASPHALT 1? EXIST 6'0 25 42: 25.29 EX.- CB #3 RIM=24.69 I.E.=22.61 (4" CONCRETE) EXIST �r 5.58 24.8 24 24.43 01 T/C PROPERTY EXIST 15'0 SS SS EXIST. 4"6 JAMES CHRISTENSEN ROAD 24.14 NO1' 11'25" E 2 .38 or. UP-UP--ur 25.4 I C.0 GAS METER LOCATION UNKNOWN (13 25. D FLAG 25.6 LE- CURB & GUTTER CEMEPT CONCRETE WATER METER SS SSS S SS 2< 8 T/C 24.39 25.6 26.4 26.29 1/C 23.89 UP-- UP-UP-U 26.3 26.54 T/C RIM=25.00 I.E.=22.40 (4" CONCRETE) 25.79 26.04 ASPHALT RIM.. 25.1'S LE. 23.75 26 77 26.6 RIM 25.37 LE 22.87(E} 22.77(SW) 25.8925.89 25.73 25.85 26.24 26.31 26.13 26.07- - EXIST. 5'o 26:34 26..60. RIM=25.51 CBI S 22.E CONC. 25.67 CB 25,75 21M=25.58 ELECTRIC BON N01'05'06"E FH ANDOVER PARK E 2_z.06 bq5-0015 RB 25 26.37 25-24 F/L S-SS SS -SS --SS. I.E =16.75 15" FIRE DEPARTMENT I.E.=17.00(12") CONNECTION (CONTRACTOR' TO VERIFY) 4'NK PACE CE �L1 X X X 22.7 x-5 21.3 21.1 22.0 21.9 260 2G.67 T/Cjj 25.31 ASPHALT RIM=24.78 rn { E =22.98 ci, { 25 03 25;54 15 So- 25.89 5.4 25.6 7 25.0 26.03 67'± 8' CHAIN LINK FENCE 25.20 SS--O-SS SS SS SS SS SSMH 25.8 7 FH 20 40 SCALE: 1" = 20'-0" BOUNDARY. TOPOGRAPHY, AND UTILITIES LOCATIONS TAKEN FROM PLAN ENTITLED TRI-LAND CORPORATION TOPOGRAPHIC SURVEY, DATED 8/25/94 PROVIDED BY: CHADWICK SURVEYING & ENGINEERING 4011 STOME WAY NORTH SEATTLE, WASHINGTON 98103 206632-3366. ADDITIONAL UTILITIES CONNECTIONS TAKEN FROM PLAN ENTITLED McCANN PROJECT #478 PROVIDED BY: LPN ARCHITECTS AND PLANNERS AND ARE ASSUMED. UTILITIES SHOULD BE FIELD VERIFIED FOR LOCATION AND DEPTH. EXISTING LEGEND PROPOSED • MONUMENT CENTERLINE CURB LINE �'.. CONCRETE SIDEWALK ASPHALT PAVEMENT 25.2 SPOT ELEVATION -X X- FENCE -UP UP- UNDERGROUND POWER -C�-G GAS LINE R FIRE HYDRANT I>4 VALVE -W-yy-y WATER LINE -Ss -SS- SANITARY SEWER LINE O SS MANHOLE o CLEANOUT -SD-SD- STORM SEWER ❑ CATCH BASIN ® STORM DRAIN MANHOLE FOUND EMON / IN CAS 3 „ m r+ o CITY OF TUKWILA APPROVED MAY 10 19955 AS NOTED , BUILDING DIVISION L 22G1 'J pU Uc'3)'r'IKS P l `t°J Y I; APR 2 5 1995 LPN Architects & Planners 0 Z - J D co RETAIL/OFFICE �� WARNER ENGINEERING M O O z a) dz m O z W CE Ln Q Q OD L() Q O-} PROJECT NUMBER 017002 DSGN.: G.E.W. DRWN.: KAF CHKD.: GEW SCALE: 1" =20'-0" DATE: 4/24/95 CONTENTS: EXISTING CONDITIONS SHEET C1.1 FOUND MON IN CASE 5 REMOVE EXIST. CURB ADJOINING PAVING DEMO BAKER BLVD. REMOVE EXIST_ CURB ADJOINING PAVING DEMO I 1.E.=16.3 (15) (CONTRACTOR TO VERIFY) II ' I FOUNDMON IN CASE 30' 43 1 SDMH REMOVE C_ CURB REMOVE-1 EXIST_ CB EX. CB 13 PROPERTY LINE JAMES CHRISTENSEN ROAD .a N01'11'25'E REMOVE EXISTING CB ProFFIPPMPIP ye* 5 "/"*" -03", 4A AM or/13 'LA r zilzz fe, 9-147-4 FM NA REMOVE EXIST. CB REMOVE EX. STOR REMOVE EXISTING CLEANOUTS REMOVE EXIST_ CB REMOVE GAS METER AND SERVICE TO PROPERTY LINE REMOVE WATER SERVICE TO METER EXIST 150 SS SS REMOVE SEWER TO PROPERTY LINE REMOVE PAVEMENT FOR PROP. UTILITY PIPING EMO EXIT. C RB 10' UTILITY 4SEMENTW N0T05'0G'E FH REMOVE EXISTING CURB & GUTTER BETW ARRO cb WATER METER —SS—SS SS ANDOVER PARK E I3 Amor Ami 7/04� j- REMOVE .. EXIST :'CB .� RIMS . 1 f=2}:89 LE :.__ Ce JREMOVE PAVEMENT ;I FOR., PROPOSED.•.• .: ITCHY PIPMG PM*.•5:.58 POST - �J :INDICATOR SS I.E=16.75(15" REMOVE EXIST_ CURB 1 F=17.09�12'; ADJOINING PAVING DEMO (CONTRACTOR TO VERIFY —SS SS FIRE DEPARTMENT CONNECTION 4' CHAIN LINK FENCE X—X X X REMOVE EXISTING STORM REMOVE EXISTING CB - REMOVE PAVEMENT. FOR PROPOSED UTILITY PIPING REMOVE EXIST ASPHALT 13: CON STOR V RIM 24:78 LE=22.98 REMOVE EXIST. CURB REMOVE EXIST. CB WATER SHUT - REMOVE SEWER TO PROPERTY LINE SYMBOL DESCRIPTION::. PREP. DATE APPRV. REVISIONS BENCHMARK CHISELED SQUARE ON NORTHEAST CORNER OF POWER VAULT CONCRETE PAD, 2 FEET ± WEST OF THE NORTHEAST PROPERTY CORNER OF THE COMPUTER CITY SITE. ALSO 32 FEET WEST OF THE SOUTH MONUMENT ON THIS DRAWING. ELEVATION 25.28 NGS DATUM, (ALSO CITY OF TUKWILA) REMOVE EXIST. 8' CHAIN LINK FENCE CONC SS ss SCALE: 1" = 20'-0' BOUNDARY, TOPOGRAPHY, AND UTILITIES LOCATIONS TAKEN FROM PLAN ENTITLED TRI-LAND CORPORATION TOPOGRAPHIC SURVEYDATED 8/25/94 PROVIDED.. BY: CHADWICK SURVEYING & ENGINEERING 4011 STOME WAY NORTH SEATTLE, WASHINGTON 98103 206632-3366 8' CHAIN LINK FENCE FH REMOVE WATER SERVICE AND METER AND CAP AS REQUIRED BY CITY ADDITIONAL UTILITIES CONNECTIONS TAKEN FROM SITE PLAN ENTITLED McCANN PROJECT #478 . PROVIDED BY: LPN ARCHITECTS AND PLANNERS UTILITYLOCATIONS ARE ASSUMED & SHOULD BE FIELD VERIFIED FOR LOCATION AND DEPTH. EXISTING • MONUMENT. CENTERLINE Ia ) 25.2 —X X —Ur UP — LEGEND CURB LINE CONCRETE SIDEWALK ASPHALT PAVEMENT SPOT ELEVATION FENCE UNDERGROUND POWER G—GGAS LINE ja FIRE HYDRANT N VALVE WATER LINE SANITARY SEWER UNE Q SS MANHOLE o CLEANOUT —SD—SD— STORM SEWER ❑ CATCH BASIN Q STORM DRAIN MANHOLE - SAWCUT LINE ASPHALT OR CONCRETE PAVING TO BE DEMOLISHER, —SS—SS— PROPOSED c?•Q•QQ.SZ.QQQQ FOUND MON IN CASE UTILITY TO BE REMOVED CITY OF TWIWILA APPROVED MAY 1•0 1995 AS NOTED BUILDING DIVISION P UN U APR .5 1995 LPN Architects & Planners 0 z Q J O o RETAIL/OFFICE Y /�� WARNER ENGINEERING PROJECT NUMBER 017002 _DSGN.: GEW DRWN.: KAF CHKD.: GEW SCALE: 1"=20'-O' DATE: 4/24/95 CONTENTS: DEMOLITION P LAN SHEET C1.2 7 FOUND IN CASE CONSTRUCT CURB CUT ACCESS- WITH 5' LANDING BACK OF SIDEWALK 1'• DISCONNECT CAT H BASIN FRCIN EXISTING STORM AND CONNECT TO NEW STORK AS SHOWN DISCONNECT CATCH; BASIN FROM EXISTING STORM AND CONNECT TO NEW STORM AS SHOWN _... CONSTRUCT NEW COMMERCIAL- ACCESS PER DETAIL • OVERLAY tXISTING PAVEMENTW AND TAPER DOWN TO EXISTING. USE BUTT JOINT AT MATCH LINE DISCONNECT CATCH BASIN FROM EXISTING I STORM AND CONNECT TO NEW STORM AS SHOWN END NEW CURB AND GUTTER (MATCH EXIST.) INSTALL; NEW TYPE 1 CB. CONNECT TO z EXISTING STUB REMOVE EXISTING z CATCH BASIN *.50' _ 51.33's (CONTRACTOR TO VERIFY) 48.37' .57.44+ f 105 IF 10"6 S=0.80% CB #12, TYPE 'I RIM=25.42 L E=21.81 MAX_ -SLOPE OF 50H_1 V !N...ANDICAP STALLS 37.68... P.C. 76.13' 29'_00. .ALL DISTANCES ARE EAST OF Q ANDOVER PARK E AND ARE TO FACE OF CURB ..DISTANCE IS EAST OF ANDOVER PARK E AND IS TO ANGLE POINT OF SIDEWALK. NOTE CONTRACTOR WILL NOT STRIPE NEW CROSSWALKS AS PART OF THIS CONTRACT_ INSTALL NEW CONCRETE LOCKING INLET (wSDOT STANDARD PLAN B-26) W/ 12" REINFORCED CONCRETE PIPE FILTER FABRIC FENCE .1 T/C T/C C_O.T_G. _ 26.80 NOTE; ALL DOWNSPOUT PIPING is 5'6 01% MIN. SLOPE OIIHIOO = 0 65% t- CONSTRUCT NEW CURB & GUTTER WITH FACE AT 29' FROM CENTERLINE OF ANDOVER PARK EAST WITH FLOW UNE 0.09 FT LOWER THAN EXISTING. INSTALL 6' \.... SIDEWALK BEHIND NEW CURB SLOPED AT 2% TOWARDS STREET_ - PROVIDE 6-0 FOUNDATION DRAIN AROUND BUILDING. CONNECT TO NEAREST CATCH BASIN. PROVIDE CLEANOUTS AT END OF LINE AT AT 90' BENDS. JAMES CHRISTENSEN ROAD 2?.14 N01'11'25"E 382: --{JP----l1D 26.20 -6.3 6.30 2%C4 0'::. OADINC:: ZQN:Esa 26.36 7 4 CHAIN Jr " 26kj N�TYPE�`T' 40 6' 26:20 R11d=26.00 2kC 4_� T100LF-100 ^.� S = 1_10% 26 ;'PROPOSED RETAIL OFFICE BUILDING; ',El ER_ ANDOVER PARK E DO NOT EXCEED 5% SIDEWALK SLOPE FUTURE SIDEWALK TO BE CONSTRUCTED BY THE CITY OF TUKWILA. CONSTRUCT CURB CUTS FOR FUTURE RAMPS AS SHOWN_ NEW CB -#, (TYPE- 1) EXISTING LINE RIM=25.2EP LE-22.5'7 (CONTRACTOR 0 VERIFY) • l L� EXTRUDED CURB (TYP) 71 LF-10'0 S = 2.15%':= PM=-2558 LUG PIPE / yy LE. 18.05 ON •HRIN GROU11 FILL i B W ! CLASS 1 ' ^6 B MA ERIAL SS SS 29' SS tol ASP: 25. 81 LF-1I2 02.; I%, F--..-X---X 26.80 42 LF - 10" 5 = 0.95% CB #/, env RIM=26.00 I.E.=22.90 CB #6, TYPE 1 RIM=26.00 I.E =22.50 90 LF-10"0 00.91 % CB-#26..,(T5YPE 2) 'L 7178 RI 2,,E_ 628520.63 E 21 89((SNNE) �5'L (REPLtE WITH 18.53 i S. &W) NEW PE 1 d-<2p.59 � rt 25.50 St ATE VAUI - S SD-X 5 SD '1� 25 9 �. 15 fL \_POST INS AT R. 22LF-4'mf 00.50% 26.i-8 FIRE DEPART1,IENT CONNECTION ( REMOVE TOP SECTION OF CB #1 (TYPE 2 W/SOLID LOCKING Li0) EX_ 42" CB AND REPLACE _ W/ .CITY OF SEATTLE TYPE RIM-25.3t (MATCH EXISTING PAVEMENT) 242 PRECAST TOP SECTION. IT. LE =16.9t (CONTRACTOR TO VERIFY) L INSTALL STANDARD 24 LOCKING' 4" E.=17. SOLID MANHOLE LID: REMOVE 10` LE 17 20 EX. 8" CMP FROM 42: CB AND FROM UNDER NEW - - SIDEWALK. PLUG EX. CB WITH NON -SHRINK GROUT. SSMI-1 26.20 SYMBOL DESCRIPTION REVISIONS BENCHMARK CHISELED SQUARE ON NORTHEAST CORNER OF POWER VAULT CONCRETE PAD, 2 FEET ± WEST OF THE NORTHEAST PROPERTY CORNER OF THE COMPUTER CITY SITE. ALSO 32 FEET WEST OF THE SOUTH MONUMENT ON THIS DRAWING. ELEVATION 25.28 NGSDATUM, .(ALSO CITY OF TUKWILA) PREP_ X^- X 21,1 3' WIDE PATH AND 0 SD ----SS SS- --SS-- "7 ..(STEPS (W/ RAILING AS 40 REQ'D) VERIFY CONNECTION r' TO PARK W/ CITY PARKS - NIS PUB C " ^^,(S DEPT. SCALE: NOTES 20, COI TO WIT 2 D.47 GB #5 (TYPE 1) RIM=25.80 I.E.=21.68 1" = 20'-O' 1. BOUNDARY, TOPOGRAPHY, AND UTILITIES LOCATIONS 4 - TAKEN FROM PLAN ENTITLED TRI-LAND CORPORATION TOPOGRAPHIC SURVEY, DATED 8/25/94 PROVIDED BY: CHADWICK SURVEYING & ENGINEERING 4011 STOME WAY NORTH SEATTLE, WASHINGTON 98103 - 206632-3366 NECT D.S. 10' STORM FACTORY 2. ADDITIONAL UTILITIES CONNECTIONS TAKEN FROM SITE PLAN ENTITLED McCANN PROJECT #478 PROVIDED BY: LPNARCHITECTSAND PLANNERS DATE APPRV. 3. UTILITY LOCATIONS ARE ASSUMED & SHOULD BE FIELD VERIFIED FOR LOCATION AND DEPTH. 4. THE TOPOGRAPHIC SURVEY DOES NOT SHOW. THE DIRECTION OF SLOPE, OF PAVEMENT IN ALL AREAS. WHERE EXISTING PAVEMENT SLOPES IN A -DIRECTION THAT WILL CAUSE PONDING OF SURFACE, CONTRACTOR SHALL CHANGE THE PAVEMENT GRADE TO ELIMINATE THE PROBLEM. 5. FOR EROSION CONTROL. CONTRACTOR SHALL EMPLOY FILTER FABRIC FENCE AND FILTER FABRIC AROUND EACH CB GRATE SEE. EROSION CONTROL NOTES. 6. ALL STORM PIPING IS ADS (N-12) OR EQUAL. 7. SEE SHEET C3.3 FOR GENERAL, EARTHWORK, AND STORM NOTES. EXISTING ,55 LF-10'0 �- 01.00% 9126.03 ! I 26.f OR qi FILTER FABRIC FENCE 50 LF-10"0 00.64% These plans have been reviewed by the Public Works Department for conformance with current City standards. Acceptance is subject to errors and omissions which do not authorize violations of adopted standards or ordinances. The responsibility for the adequacy of the design rests totally with the designer. Additions, deletions or revisions to these drawings after this date will void this acceptance and will require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field inspection by the Public Works utilities Inspector. uate: Z' 9s By: �I K 25.2 - -1J 8i' LEGEND MONUMENT CENTERLINE CURB LINE CONCRETE SIDEWALK ASPHALT PAVEMENT SPOT ELEVATION FENCE UNDERGROUND POWER GAS LINE FIRE HYDRANT - VALVE WATER METER PROPOSED fd i 25.2 WATER LINE --W--W-- SANITARY SEWER LINE -SS SS- 1) SS MANHOLE u CLEANOUT SD ---SO--. STORM SEWER • CATCH BASIN 5/1 STORM DRAIN MANHOLE DOWNSPOUT CLEANS OF 1680LA APPROVED MAY 10 1995 As ft8TEO FOUND M07: 8 CASE BUILDING DIVISION APR 261(5 T UIO (II 0. FLXUc wuI;KS s ■ 40 • Ds s C.O.T.G. viv V if. (tPld c 5 i2Y5 LPN Architects & Planners Z RETAIL/OFFICE LU Q CO CD U) U) ��� WARNER ENGINEERING PROJECT NUMBER 017002 DSGN.: GEW DRWN.: KAF CHKD.: GEW SCALE: 1"=2O'-O'I DATE: 4/24/95 CONTENTS: SITE PLAN GRADING, PAVING, & STORM SHEET C2.1 II 1—#3 BAR HOOP 2—#3 BAR HOOP 4 #3 BAR EACH CORN #3 BAR EACH SIDE TOP AND BOTTOM FRAME AND GRATE (SEE WSDOT STANDARD PLAN B-2o W/LOCKING BOLTS PER KING COUNTY STANDARD PLANS 41 AND 42) 6" RISER SECTION 12- RISER SECTION a A`22- PRECAST BASE SECTION Eft �� T (MEASURMENT AT THE TOP OF THE BASE) *100)11/ ry� #3 BAR ACROSS BOTTOM NOTES 25- 1_ CONCRETE INLET TO BE CONSTRUCTED IN ACCORDANCE WITH ASTM C478 (AASHTO M 199) & ASTM C890 UNLESS OTHERWISE SHOWN ON PLANS OR NOTED IN THE STANDARD SPECIFICATIONS_ 2. AS AN ACCEPTAELE ALTERNATE TO REPAP., WELDED WIRE FABRIC HAVING A MINIMUM AREA OF 0.12 SQUARE INCHES PER FOOT MAY BE USED. WELDED WIRE FABRIC SHALL COMPLY TO ASTM A497 (AASHTO M 221). WIRE FABRIC SHALL NOT BE PLACED IN THE KNOCKOUTS. 3_ THE BOTTOM OF THE PRECAST BASE SECTION MAY BE ROUNDED_ 4. PRECAST BASES SHALL BE FURNISHED WITH CUTOUTS OR KNOCKOUTS_ KNOCKOUTS SHALL HAVE A WALL THICKNESS OF 2- MINIMUM. KNOCKOUTS MAY BE EITHER POUND OR -Er SHAPE. PIPE TO BE INSTALLED IN FACTORY SUPPLIED KNOCKOUTS. KNOCKOUT OR CUTOUT HOLE SIZE IS EQUAL TO PIPE OUTER DIAMETER PLUS CONCRETE INLET WALL THICKNESS, 1T MAX_ 5. THE TAPER ON SIDES OF THE PRECAST BASE SECTION AND RISER SECTION SHALL NOT EXCEED 1/2"/FT. 6_ FRAME AND GRATE MAY BE INSTALLED WITH FLANGE DOWN OR CAST INTO RISER. 7. CATCH BASIN FRAME AND GRATE SHALL BE IN ACCORDANCE WITH STANDARD SPECIFICATIONS_ MATING SURFACES SHALL BE FINISHED TO ASSURE NON —ROCKING FIT_ BUILDING r_' CONCRETE INLET R—PREFINISHED METAL RECESSED DOWNSPOUT CLOSURE 76 DOWNSPOUT — EXTEND 2" INCHES INTO CONNECTOR APTER TO CHANGE 3"0 TO 6-0 idiE=1 �= -:— �Et✓� c�1�ic ICI i ii 9* L FOUNDATION DRAIN SLOPE TO DRAIN ® 1.0% MIN. PROVIDE FITTINGS-7 AS NECESSARY {_E_= 18_05 WATER OUTLET PLAN VIEW SECTION B-B SLUDGE OUTLET SECTION A —A USE PIPE INC_ MODEL#612—SA OR EQUIVALENT. INSTALL BILCO TYPE DOORS AT SURFACE. DOORS SHALL :BE LARGE ENOUGH TO REMOVE THE SEPARATOR MEDIA AND TO CLEAN THE VAULT. COALESCING PLATE STORMWATER SEPARATOR N.T.S. COARSE AGGREGATE 4-0 PERF. PIPE LAYED LEVEL CONNECT TO STORM .. SEWER LINE W/ TIGHTLINE CO 1 % SLOPE /FILTER FABRIC ALL AROUND COARSE AGGREGATE DOWNSPOUT CONNECTION FOUNDATION N.T.S. N.T.S. 12- INVERT ELEV. OF PIPE SHALL BE NO LOWER THAN BOTTOM OF FOOTING EARTHWORK AND STORM DRAINAGE CONSTRUCTION NOTES 1. CONTRACTOR SHALL CALL THE "UNDERGROUND LOCATE" AND INDIVIDUAL UTILITY COMPANIES CENTER 48 HOURS IN ADVANCE OF ANY CONSTRUCTION ACTIVITY_ PHONE NO. 1-800-424-5555- 2_ ALL OF THE SURFACE STORM DRAINAGE SYSTEM SHALL HAVE BEEN CONSTRUCTED, -IN -PLACE AND FUNCTIONAL PRIOR: TO ANY ASPHALT PAVING 3_ EVERYTHING ESSENTIAL TO PROTECT THE ADJACENT PROPERTY AND RIGHT—OF—WAY FROM SEDIMENTS CREATED BY SURFACE STORMWATER AND/OR GROUNDWATER THAT SURFACES IN SPRING SITUATIONS AND CAUSES EROSION, SHALL "BE CONSIDERED TO BE INCLUDED IN THE BASE PRICE. 4. SHOULD ERODIBLE RUNOFF WATER UNEXPECTEDLY SURFACE OR VISUALLY MAKE ITSELF KNOWN, THE CONTRACTOR SHALL CONSTRUCT ESSENTIAL EROSION CONTROL APPARATUS, SUCH. WORK IS INCLUDED IN THE BASE BID. 5. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROTECT C_B'S FROM SEDIMENT INFILTRATION: PRIOR TO ASPHALT PAVING. 6_ EXISTING, NATIVE GRANULAR SOILS MAY BE REUSED AS,BACKFILL AND; FILL PROVIDED. THEY:. ARE PLACED DURING DRY WEATHER AND THE MOISTURE CONTENT OF THE MATERIAL IS ADJUSTED TO OPTIMUM FOR COMPACTION. .CONTRACTOR ASSUMES ALL RESPONSIBILITIES FOR USE OF NATIVE SOILS_ 7. IF SURFACE WATER OR GROUND WATER SEEPAGE IS ENCOUNTERED DURING THE EXCAVATION PROCESS, INCLUDING UTILITY PLACEMENT, THE WATER SHOULD BE ROUTED AWAY FROM THE BASE OF THE EXCAVATION THROUGH APPROPRIATE DITCHING AND/OR SUMPS AND `PUMPS SUCH WORK IS INCLUDED IN THE BASE BID. 8_ STRUCTURAL FILL UNDER BUILDINGS AND PAVEMENT SHALL BE FREE OF ORGANICS AND OTHER DELETERIOUS MATERIAL WITH NO INDIVIDUAL PARTICLES LARGER THAN 3 INCHES IN DIAMETER. 9_ ALL BUILDING AND PAVEMENT AREAS INCLUDING PARKING, ROADWAYS, SIDEWALKS AND ANY AREAS TO RECEIVE STRUCTURAL FILL SHALL BE STRIPPED OF ALL; VEGETATION - THE VEGETATION SHALL BE REMOVED FROM THE SITE. 10.::BECAUSE' OF THE LOW PERMEABILITY OF THE SITE SOILS, THE CONTRACTOR SHALL .BE PREPARED DURING PERIODS OF PRECIPITATION TO USE APPROPRIATE -MEASURES TO DIRECT ANY POSSIBLE SURFACE WATER RUNOFF AWAY FROM THE AREAS TO BE EXCAVATED AND/OR FILLED. -'1 FILTER.. FENCE BARRIERS SHALL BE INSTALLED AND MAINTAINED. 2_ TEMPORARY HYDROSEEDING OR OTHER STABILIZATION MEASURES SHALL BE PROVIDED ON ALL DISTURBED AREAS AS REQUIRED TO STOP EROSION_ 3_ ALL SILTATION BARRIERS AND BASINS SHALL BE INSTALLED AND MAINTAINED TO PROVIDE THE REQUIRED PROTECTION. 4_ BARRIERS MAY NOT BE REMOVED UNTIL CONSTRUCTION IS COMPLETED AND FINAL SITE STABILIZATION IS IN PLACE AND FUNCTIONAL • 5. TIE THE,: IMPERVIOUS SURFACES (ROOFS, STREETS,. DRIVEWAYS, ETC_) TO THE COMPLETED DRAINAGE SYSTEM FOR EACH PHASE OF THE PROJECT AS SOON AS POSSIBLE. 6_ THE CONTRACTOR SHALL ASSURE THAT NO CONCRETE OR CONCRETE BYPRODUCTS ENTER THE. STORM DRAINAGE SYSTEM OR NATURAL STREAM COURSES_ • 7. RETURN SILTATION CONTROL AREAS TO ORIGINAL GROUND CONDITIONS AT PROJECT COMPLETION_ 8. GRAVEL ENTRANCE MATS WILL BE REQUIRED DURING PERIODS OF INCLEMENT WEATHER AT ALL POINTS OF ENTRY_ STORM. DRAINAGE NOTES 1_ ALL STORM DRAINAGE WORK SHALL BE IN ACCORDANCE WITH THE -1994 STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION": (WSDOT 'SPECIFICATIONS) AS JOINTLY ADOPTED BY WASHINGTON STATE DEPARTMENT OF TRANSPORTA11ON AND AMERICAN PUBLIC WORKS ASSOCIATION (WASHINGTON STATE CHAPTER). 2, WATER SHALL NOT BE ALLOWED TO POND IN ANY AREA OF THE SITE. 3_ FOUNDATION DRAINS SHALL BE TIGHTLINED INTO THE STORM DRAINAGE SYSTEM_ NO OTHER DRAINS SHALL BE TIED INTO THE FOOTING DRAIN SYSTEM_ ALL ROOF DOWNSPOUTS SHALL BE TIGHTLINED SEPARATELY TO THE STORM DRAINAGE SYSTEM. , 4_ IN TYPE 2 CATCH -BASINS, -THE MINIMUM DISTANCE BETWEEN PIPE OPENINGS SHALL BE 8 INCHES FOR 48 AND 54 INCH DIAMETER STRUCTURES AND 12 INCHES FOR 72 INCH DIAMETER STRUCTURES. 5- CONTRACTOR SHALL MAKE ARRANGEMENTS TO HAVE UTILITIES LOCATED 48 HOURS IN ADVANCE OF ANY CONSTRUCTION ACTIVITY_ 6_ ALL OF THE SURFACE STORM DRAINAGE SYSTEM SHALL BE CONSTRUCTED, IN PLACE AND FUNCTIONAL PRIOR TO ANY ASPHALT PAVING. 7_ CONTRACTOR SHALL PROTECT CATCH BASINS FROM SEDIMENT INFILTRATION PRIOR TO. ASPHALT PAVING: 8_ USE SAME PIPE BEDDING AS FOR SANITARY SEWERS, SEE SHEET C3.3 9- GROUT ALL EXISTING CATCH BASINS THAT ARE DEFICIENT AND ARE TO REMAIN IN SERVICE CLEAN AND VACUUM. SYMBOL DESCRIPTION PREP. DATE APPRV- REVISIONS GENERAL NOTES 1. ALL WORK SHALL BE IN' ACCORDANCE WITH THE CITY STANDARDS AND IN ACCORDANCE WITH THE '1994 ,STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION AS JOINTLY ADOPTED BY WASHINGTON STATE DEPARTMENT OF TRANSPORTATION AND AMERICAN PUBLIC WORKS ASSOCIATION (WASHINGTON STATE CHAPTER). 2r ANY REVISIONS TO THESE PLANS MUST BE REVIEWED AND APPROVED BY THE CITY DEPARTMENT OF PUBLIC WORKS PRIOR TO ANY IMPLEMENTATION IN THE FIELD. 3. THE CITY SHALL BE NOTIFIED 48 HOURS BEFORE CONSTRUCTION IS STARTED. 4. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS- 5. ES. `EXISTING TRAFFIC ON ALL ROADS SHALL BE MAINTAINED AT ALL TIE 6- CONTRACTOR SHALL NOTIFY ENGINEER IN THE EVENT OR DISCOVERY OF UNSUITABLE SOILS, OR DISCREPANCIES FROM THE PLANS IN EXISTING CONDITIONS_ 7. SLOPES ARE TO BE STABILIZED TO PREVENT EROSION. IN CASE EROSION OCCURS ON CUT OR FILL SLOPES OR 1N DITCHES, PLASTIC COVERING OR QUARRY SPALL LINING IS TO BE PROVIDED AS SPECIFIED OR AS REQUESTED BY THE ENGINEER AND IS INCLUDED IN THE BASE BID. 8. ALL FILL AREAS SHALL BE CLEARED AND GRUBBED PRIOR TO FILLING_ 9. PRIOR TO FILL PLACEMENT AFTER STRIPPING OPERATIONS ARE COMPLETED, THE STRIPPED AREAS SHALL BE PROOF —ROLLED WITH AS MINIMUM OF THREE PASSES WITH AHEAVY 20' TON 'VIBRATORY ROLLER_ These plans have been reviewed by the Public Works Department for conformance with current City standards: Acceptance is subject to errors and omiselcns which do nct author, v"oiations of adopted c,andards or ordinance: TO, roi,pL iibility for the adequacy of the desk 03 . tocal:y with the designer. Additions, deietr -is cr revisions to these drawings after this date val void this acceptance and will require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field inspection by the Public Works utilities inspector. D By: CITY OF TUNDRA APPROVED MAY 101995 -AS 1O)TE0 ::"2�,v3 pub APR 2 5 1995 LPN Architects &Planners RETAIL/OFFICE BUILDING ro 0 0 0 z J O m O z W U Q Q m L" 0 L § /1 WARNER ENGINEERING PROJECT NUMBER 017002 DSGN.: GEW DRWN.: KAF CHKD.: GEW SCALE: AS SHOWN DATE: 4/24/95 CONTENTS: STORM DETAILS & NOTES SHEET C2.2 Date: /2 /? 1-#3 BAR HOOP 2-#3 BAR HOOP 3 BAR EACH CORNER g�I ,/ ' Ip�tit,� #3 BAR EACH SIDE It� `gi' 111411 '14,44 #3 BAR EACH WAY NOTES 12' N FRAME AND GRATE (SEE WSDOT STANDARD PLAN B-2a W/LOCKING BOLTS PER KING COUNTY STANDARD PLANS 41 AND 42) 6' RISER SECTION 12" RISER SECTION PRECAST BASE SECTION (MEASURMENT AT THE TOP OF THE BASE) 1. CATCH BASINS TO BE CONSTRUCTED IN ACCORDANCE WITH ASTM C478 (AASHTO M 1990) & ASTM C890 UNLESS OTHERWISE SHOWN ON PLANS OR NOTED IN THE STANDARD SPECIFICATIONS. 2. AS AN ACCEPTABLE ALTERNATE TO REBAR, WELDED WIRE FABRIC HAVING A MINIMUM AREA OF 0.12 SQUARE INCHES PER FOOT MAY BE USED. WELDED WIRE FABRIC SHALL COMPLY TO ASTM A497 (AASHTO M 221). WIRE FABRIC SHALL NOT BE PLACED IN THE. KNOCKOUTS. 3. THE BOTTOM OF THE PRECAST BASE SECTION MAY BE ROUNDED. 4. PRECAST BASES SHALL BE FURNISHED WITH CUTOUTS OR KNOCKOUTS. KNOCKOUTS SHALL HAVE A WALL THICKNESS OF 2' MINIMUM. KNOCKOUTS MAY BE ON ALL 4 SIDES, EITHER ROUND OR "D' SHAPE. PIPE TO BE INSTALLED IN FACTORY SUPPLIED KNOCKOUTS. KNOCKOUT OR CUTOUT HOLE SIZE IS EQUAL TO PIPE OUTER DIAMETER PLUS CATCH BASIN WALL THICKNESS. 20' MAX 5. THE MAXIMUM DEPTH FROM THE FINISHED GRADE TO THE PIPE INVERT IS 6. THE TAPER ON SIDES OF THE PRECAST BASE SECTION AND RISER SECTION SHALL NOT EXCEED 1/2"/FL 7. FRAME AND GRATE MAY BE INSTALLED WITH FLANGE DOWN OR CAST INTO RISER. 8. CATCH BASIN FRAME AND GRATE SHALL BE IN ACCORDANCE WITH STANDARD SPECIFICATIONS. MATING SURFACES SHALL BE FINISHED TO ASSURE NON -ROCKING FIT. CATCH BASIN TYPE 1 N.T.S. METAL FENCE POSTS 5' O.C. W/SUPPORT BRACES \\ 1, s 1 5'-0" 3' FILTER FABRIC OVER HOG WIRE FENCE RIPRAP BOTH SIDES, 1'-0"J MIN. •1 1 .4 i 7' 1 T 1 - 1n1114I,11h, 1 i i f f fit •tirit'f tt t. t 1u Wtt.urrit .tt •ts, \ BURY FABRIC IN GROUND ELEVATION FILTER FABRIC --� - FENCE POST SILTATION SUMP r BRACING 045' BURY FABRIC IN GROUND --�-- RIPRAP BOTH SIDES 6" MIN. SIDE VIEW FILTER FABRIC FENCE DETAIL N.T.S. mil✓ SEPARATE CAST IN PLACE OR SEPARATE PRECAST BAS 48" DIA-6"J 54" DIA-8' __6" 60" DIA-8 I ,'0' RING 'FOR SEPARATE CAST IN PLACE ONLY 20' X 24: OR 24' DIAMETER 48'OR54" 8= FRE AND GRATEWSDOT STANDARD PLAN B-2a WW/ OCK NG BOLTS PER KING COUNTY- STANDARD PLANS 41 AND 42) RISER OR ADJUSTMENT SECTION HANDHOLDS FLAT SLAB COVER MORTAR FILLET NOTES STEPS AND LADDER STEEL - �7-REINFORCING (FOR PRECAST BASE WITH INTEGRAL RISER) 0.15 SQ IN/FT IN EACH DIRECTION FOR 48' DIA 0.19 SQ IN/FT IN EACH DIRECTION FOR 54" DIA 0.25 SQ IN/FT IN EACH DIRECTION FOR 60' DIA PRECAST BASE WITH INTEGRAL RISER I_ --_GRAVEL BACKFlLL FOR PIPE BEDDING, 6" MIN COMPACTED DEPTH. FOR '11'�r- PRECAST BASES ONLY. REINFORCING STEEL (FOR SEPARATE BASE ONLY) 0.23 SQ IN/FT IN EACH DIRECTION FOR 48' DIA 0.19 SQ IN/FT IN EACH DIRECTION FOR. 54 DIA 0.25 SQ IN/FT 1NEACH DIRECTION FOR 60' DIA PRECAST BASE JOINT 1. CATCH BASINS TO BE CONSTRUCTED IN ACCORDANCE WITH ASTM C 478 (AASHTO M 199) & ASTM C 890, UNLESS OTHERWISE SHOWN ON PLANS OR NOTED IN THE STANDARD SPECIFICATIONS. 2. HANDHOLDS IN RISER OR ADJUSTMENT SECTION SHALL HAVE 3" MINIMUM CLEARANCE. STEPS IN CATCH BASIN SHALL HAVE 6" MINIMUM CLEARANCE. NO STEPS ARE REQUIRED WHEN 'B" IS 4' OR LESS. FOR DETAILS, SEE STANDARD PLAN "MISCELLANEOUS CATCH BASIN DETAJLS_ 3_ ALL REINFORCED CAST IN PLACE CONCRETE SHALL BE CLASS 4000. ALL PRECAST CONCRETE SHALL OBTAIN 4000 PSI AT 28 DAYS. 4. PRECAST BASES SHALL BE FURNISHED WITH CUTOUTS OR KNOCKOUTS_ KNOCKOUTS SHALL HAVE A WALL THICKNESS OF 2" MINIMUM. KNOCKOUTS OR CUTOUT HOLE SIZE IS EQUAL TO PIPE OUTER DIAMETER PLUS CATCH BASIN WALL THICKNESS_ MAXIMUM HOLE SIZE IS 36 FOR 48" CATCH BASIN, 42" FOR 54" CATCH BASIN, AND 48" FOR 60' CATCH BASIN. MINIMUM DISTANCE BETWEEN HOLES IS 8". 5. ALL BASE REINFORCING STEEL SHALL BE PLACED fN TOP HALF OF TEN BASE, 1 MINIMUM CLEARANCE YIELD STRENGTH SHALL BE 60,000 PSI MINIMUM_ 6. THE BOTTOM OF THE PRECAST CATCH BASIN MAY BE ROUNDED. 7. FRAME AND GRATE MAY BE INSTALLED WITH FLANGE DOWN OR CAST INTO RISER_- FOR DETAILS SEE STANDARD PLAN METAL FRAME AND GRATE F012 CATCH.. BASIN INLET"_ 8. DESIGN ASSUMPTIONS: SOIL BEARING VALUE EQUALS 3000 LBS/SQ_ FT MIN_ 9. CATCH BASIN FRAME AND GRATE SHALL BE IN ACCORDANCE WITH STANDARD SPECIFICATIONS. MATING SURFACES SHALL BE FINISHED TO ASSURE NON -ROCKING ITT CATCH BASIN TYPE-2 (48", N.T.S. NOTE: USE TYPE 2 MH SIZE APPROPRIATE FOR .1 PIPE SIZE AND GEOMETRY. THE #3 BAR EACH SIDE 1-#3 BAR HOOP FOR 6" 2- 3 BAR HOOP FOR 12' 2-#3.BAR HOOP 1' Irk. Jv #3 BAR EACH CORNER oho„0. -411111,110 Almokip 6/44 3 BAR EACH WAY NOTES SYMBOL DESCRIPTION PREP. DATE APPRV" REVISIONS FRAME AND GRATE (SEE WSDOT STANDARD PLAN.B-2a W/LOCKING BOLTS PER KING COUNTY STANDARD PLANS 41 AND 42) RISER SECTION OR 12" 6' REDUCING SECTION PRECAST BASE SECTION (MEASURMENT AT THE TOP OF THE BASE) 1. CATCH BASINS TO BE CONSTRUCTED IN ACCORDANCE WITH ASTM C478 &ASTM C890 UNLESS OTHERWISE SHOWN ON PLANS. OR NOTED IN THE STANDARD SPECIFICATIONS_ 2. AS AN ACCEPTABLE ALTERNATE TO REBAR, WELDED WIRE FABRIC HAVING A MINIMUM AREA OF 0.12 SQUARE INCHES PER FOOT MAY BE USED. WELDED WIRE FABRIC SHALL COMPLY TO ASTM A497 (AASHTO M 211). WIRE FABRIC SHALL NOT BE PLACED IN THE KNOCKOUTS. 3. THE BOTTOM OF THE PRECAST BASE SECTION MAY BE ROUNDED. 4. PRECAST BASES SHALL BE FURNISHED WITH CUTOUTS OR KNOCKOUTS. KNOCKOUTS SHALL HAVE -A WALL THICKNESS OF 2" MINIMUM. KNOCKOUTS MAY BE ON ALL 4 SIDES, EITHER ROUND OR "Cr SHAPE. PIPE TO BE INSTALLED IN FACTOR SUPPLIED KNOCKOUTS. KNOCKOUT KNOCKOUT OR CUTOUT HOLE SIZE IS EQUAL TO PIPE OUTER DIAMETER PLUS CATCH BASIN WALL THICKNESS, 28" MAX. 5. THE TAPER ON THE SIDES OF THE PRECAST BASE SECTION AND RISER SECTION SHALL NOT EXCEED 1/4"/FT. 6. FRAME AND GRATE MAY BE INSTALLED WITH FLANGE DOWN OR. CAST INTO RISER. 7. CATCH BASIN FRAME AND GRATE SHALL BE IN ACCORDANCE WITH STANDARD SPECIFICATIONS_ MATING SURFACES SHALL BE FINISHED TO ASSURE NON -ROCKING FIT. CATCH BASIN TYPE 1 L N.T.S. CITY OF TnKWILA APPROVED MAY 10 E95 AS NOTED BUILDING DIVISION 2 6 11 A!'H .: 5 1995 LPN Architects & Planne Z co RETAIL/OFFICE WARNER ENGINEERING PROJECT NUMBER 017002 DSGN.: GEW DRWN.: KAF CHKD.: GEW SCALE: AS SHOWN DATE: 4/24/95 CONTENTS: STORM Bc EROSION CONTROL DETAILS SHEET -s C2.3 12,1 VARIESI 5/J3x 1/2 DIAMOND PATTERN WITHOUT FRAME 9 —O" — _ 1 'yl A ■ T I" 1 CUT 1" DEPTH A GUMMY JOINT ! _..1 � 1.� 3/8" ` ?' l SYMBOL DESCRIPTION PREP_ DATE APPRV_ —1 • 3/Erx 3 1/2" SHRINKAGE CONTROL JOINT REVISIONS ct,e, �•• T z ❖♦i p��O�r / a4p* Z®•�•� • y�e! ,���♦ I Q ♦�®��, rf.♦..♦. x e•••4*4• 1��� ..` RETAIL/OFFICE BUILDING 505 BAKER BLVD. NW TUKWILA, WASHINGTON 94003 R.O.W. 6.5' WARNING STRtP vv 3" WIDE EDGER FINISH ��/// f WHEELCHAIR RAMP _\ DUMMY JOINT 1 5 I 5/� , ,KAl2" EXISTING ROADWAY 29' • 2% I - t-_ SAWCUT LINE 4' 3'-0' 3'—O' 3'-0" I MIN CLASS B ASPHALT CONCRETE 8" MIN ATB RUN 6' TYPICAL MIN. CLASS B BANK GRAVEL* CEMENT CONCRETE AND CURB GUTTER : >! t �� i / 2" MAX. TO 5. I �- I 3" CLASS 8 ASPHALT 6" CRUSHED SURFACING TOP COURSE 12" MIN. CLASS 8 GRAVEL* CEMENT CONCRETE SIDEWALK " 4 MIN UP �{ o - 2" MIN. 5/8 CRUSHED ROCK * AS DEFINED IN 1981 APWA STANDARDS ALL SPECIFICATIONS AS PER.. THE COMBINED SPECIFICATIONS BY THE WASHINGTON STATE DEPARTMENT OF TRANSPORTATION AMERICAN PUBLIC WORKS ASSOCIATION, WASHINGTON STATE ENTITLED "1994 STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, MUNICIPAL CONSTRUCTION". PAVEMENT SECTION FOR ANDOVER PREPARED AND THE CHAPTER AND PARK E (��1 6° THICK GUTTER NOTES 1. RAMP AND APPROACHES SHALL 2. RAMP CENTER—UNE SHALL BE POLES AND INLETSUNLESS OTHERWISE SPECIFIED 3. FULL —DEPTH EXPANSION JOINTS SHALL BE PLACED AT 15' SPACING 4_ CURB RAMPS SHALL BE PLACED DIRECTED BY THE ENGINEER. 5. ON RESIDENTIAL STREETS AND/OR GRADE EXCEEDS 4.0%, CURB RAMPS MIDPOINT OF CURB RETURN OR CURB 4" THICK CEMENT CONCRETE SIDEWALK 18" THICKENED EDGE BE .CLEAR OF OBSTACLES INCLUDING HYDRANTS, PERPENDICULAR TO OR RADIAL TO CURB RETURNS BY THE ENGINEER AT A 12" 1 MAX SLOPE. ARE REQUIRED ON EACH SIDE OF RAMP AND IN GENERAL SIDEWALK PORTION. TWO PER RADIUS ON ARTERIAL STREETS OR AS WHEN UTILSESARE IN CONFLICT OR STREET MAY BE CONSTRUCTED ONE PER RADIUS AT AT MAIN PEDESTRIAN PATH_ RAMP DETAIL • _1 115' BETWEEN FULL 1 3/8" FULL DEPTH EXPANSION DEPTH EXPANSION JOINTS JOINT BACK OF CURB I VARIES t * AS DEFINED IN 1981 APWA STANDARDS - - NEW Sc PATCHED"AREAS. TYPE 'A' CURB7, & GUTTER I 2% I — — 1 THICKENED 4 18„— i EDGE SECTION A —A ON SITE PAVEMENT SECTION SIDEWALK DETAIL N.T.S. N.T.S. N.T.S. N.T.S. DUMMY JOINTS � �P ,pc--,— ^ fYisrf .4 '�'�-- `,AY FILL TO TOP OF CURB AS NECESSARY TO PROVIDE SURFACE * TOP OF CURB DRIVEWAYS DRAINAGE• _ L 10" \\/\\ �\ 4" TYP. 5....(24)15 These plans have been reviewed by the Public Works Department for conformance with current City Stan-![.:r _Is. Acceptance oic to errors and c - _:J -. which do nc ?:., ola, ons of adopte rd or ordinan - c ability. for the de quacy of the cE�i r y with the design -,r Additions defer : is i ions to these drawings after this dare will void this acceptance and will require a resub: ttaI of017002 revised drawings for subsequent approval. Final acceptance is subject to field inspection by the Public Works utilities inspector. ei.—ca-/ Date://�ff—. By:CONTRACTION , ,_-_ Q"C‘�R' :� 3 .-< 6 ? ti ���6Z , 0 . a m m w - r 4 TYP. j 2 1/2 5" 2 1/2" ,. \ /: 'r Q �\ -. 1 USE EPDXY CEMENT TO ATTACH CURB TO ASPHALT //// WARNER ENGINEERING 5122 Olympic Dr. NW Office (206) 858-8577 Suite 8204 Fax (206) 858-8579 Gig Harbor, WA 98335 a`411111111411111111111111 �= - `t +e,• i '. ,� ,. \�S : S• EXPANSION JOINT ` 0O s• `I� `�l.'�; 0 DCPANSION JOINT EUM!NAT® fzt�i— IF GUTTER & APRON ARE `\j/' 6 POURED MONOLITHIC ' STRIP 2'-0' j 6'-0" MIN_ I it 6" MIN. HANDICAP PARKING S STALL SYMBOL EXTRUDED CEMENT CONCRETE CURB WSDOT STANDARD PLAN F-2B N.T.S. 1/4" 5" f 64 GROOVE 0.02' ,. - REATTACH EXISTING BUMPERS CURBS AS SHOWN 8' �j 1 NOTES JOINTS INTERVALS OR AS 'V' GROOVES SHALL MARKINGS IN EXISTING ALL UTILITY POLES, RAVE 3/Er EXPANSION THICKENED EDGES NOT ON TANGENT THICKENED EDGE TO CURB RAMPS BUILD MONOLITHIC CURB REQUIRED AT AU_ MONOLITHIC 11 (MAY (3/8" DIRECTED BE METER ARE SECTIONS: THE ON AND LOCATIONS.. I 7 3 4 TIB SECTION x BY SPACED SIDEWALKS, BOXES JOINT REQUIRED ALL DEPTH TANGENT SIDEWALK USED C—C 1 THE MATERIAL 4 1'-6" ASA AN ALTERNATEIOTO AND SECTION D—D) 1/2") SHALL BECONSTRUCTED AT 15' . ENGINEER. TO CORRESPOND TO THE OR AS DIRECTED BY THE ENGINEER. AND OTHER OBSTRUCTIONS SHALL PLACED AROUND THEM. FOR SIDEWALKS AT CORNERS, BUT CURB RAMPS SHALL HAVE A OF THE ADJACENT CURB, INCLUDING SECTIONS OF THE SIDEWALK.' ,WHEN IS USED, THICKENED EDGES ARE CURB 8c SIDEWALK 1 f EXPANSION JOINT f y ( I I I % 1' I I I '`� TOP OF CURB ! AT DRIVEWAYS 5% PROJECT NUMBER _, } 6" SECTION A—R _ 1 1/2" 4: O I 3 BARS 2 () ! E 2'-01' DSGN.- GEW sr13/16" DIA HOLES - 9' - DRWN.: KAF I— CURB & GUTTER CHKD.: GEW , _ ,. u - fi ON—SHRINK� GROUT NOTES: 1. CONCRETE SHALL BE A 5 SACK MIX WITH 5% AIR ENTRAINMENT. 2. INSPECTION REQUIRED B FORE PLACING CONCRETE. AT LEAST 24 HOUR NOTICE MUST BE GIVEN TO TUKWILA PUBLIC WORKS_ 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 IN ACCORDANCE WITH APWA/WSDOT PLANS AND SPECIFICATIONS DR AS DIRECTED BY THE CITY OF TUKWILA. COMMERCIAL DRIVEWAY CITY Of � APPROVED d 1 , MAYS NO0 SCALE: AS SHOWNdd DATE: 4/Z t/95 2" CLEARANCE TYP --. G:1 SAND GROUT 1' I- f AND CEMENT DEPTH z - - 1 CONTENTS: PAVING y9� DETAILS CSC NOTES #6 BARS (2 - - REATTACHMENT OF EXISTING PRECAST CEMENT °'CONCRETE BUMPER CURB BUILDING DIVISION - �'� Its L' tv,i V L w" PR ‘' 51V95 121,1 Architects & Ptannl fs SHEET A 2.4 N.T.S. N.T.S. WSDOT STANDARD PLAN F-5 N.T.S. 'f . FOUND MON i/if, CAE Sr t. S 0 PVC 22 MIN. JAMES CHRIS I EINSE N ROAD ..01"i1'25"c CHAIN INK FENCE These plans have been reviewed by the Public Works Department for conformance with current City stand;:.ds Acceptance Is ,ioiect to errors and om;; t;hich do Act author::. `'i-lations of adopt., :.; herds or ordina^• e_: ; •isibility for the adequacy of the de r:r 1 -aiiy with the designer Additions dele•r is _ r rc:' sions to these drawings after this ua-o c:i! ',id this acceptance and will require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field inspection by the Public Works utilities inspector. Date: zl) zo/ By: G°1 X---X---f (2) 30'x10' OADING ZONES MINIMENNOImpIli�ll/\\ j# ASPHALT PROPOSED RETAIL/OFFICE BUILDING FF=26.80 RI 25.3o !E `i2.87 1 E 22.77 SW) 6"Di.FIRE SPRINKLER LINE SEE ELECTRICAL PLANS FOR ELECTRICAL WORK C ■% 6" DI FIRE DEPARTMENT CONNECTION LINE /-CAP 6. LIryLE AT PROPE LAVE RELOCATE at TO"BEHIND S" SIOEPALK MAY REQUIRE ANGI= BY',MJ ADAPTOR 29, ss — SS SS--Sc PARK E F o 5f15") F r10t17'j N1 , /40T013' TO +iERIFY> L CONNECT NEW SEWER CONNECT NEW WATER SERVICE TO EXISTING SEWER STUB TO EXISTING METER °NDC?VER q5- • 13 LOADING :T_PH LT SEE GAS PLA FOR DETAILS 1 6"x450 BEND (Uij844 TWO PLACES 1-THRUST BLOCK -TWO PLACES CONNECT TO EXISTING Pb i INC�IICATO1 VALVE C I ATER VAUL 1' SD SD— --}SD SD SD REMOVE EX_ SINGLE CHECK VALVE ASSEMBLY AND VAULT. _ REPLACE T WITH, DETECTOR DOUBLE CHECK VALVE ASSEMBLY WITFPVAULT, I2E ACC01 INGLi'-t1 TAEL-±-6&2E-VALVWSRT -SS ,..I WATER MAIN SSMH. CONNECT TO EXISTING FIRE DEPARTMENT CONNECTION- _ SYMBOL DESCRIPTION PREP. DATE APPRV. REVISIONS BENCHMARK CHISELED SQUARE ON NORTHEAST CORNER OF POWER VAULT CONCRETE PAD, 2 FEET ± WEST OF THE NORTHEAST PROPERTY CORNER OF THE COMPUTER CITY SITE. ALSO 32 FEET WEST 01< THE SOUTH MONUMENT ON THIS DRAWING. ELEVATION 25.28 NGS DATUM. (ALSO CITY OF TUKWILA) SCALE: = 20 -Cr NOTES 1. BOUNDARY, TOPOGRAPHY, AND UTILITIES LOCATIONS TAKEN FROM PLAN ENTITLED TRI-LAND CORPORATION TOPOGRAPHIC SURVEY, DATED 8/25/94 PROVIDED BY: CHADWICK SURVEYING & ENGINEERING 4011 STOME WAY NORTH SEATTLE, WASHINGTON 98103 206632-3366 2_ ADDITIONAL UTILITIES CONNECTIONS TAKEN FROM SITE PLAN ENTITLED McCANN PROJECT #478 PROVIDED BY: LPN ARCHITECTS AND PLANNERS 3. UTILITY LOCATIONS ARE ASSUMED & SHOULD BE FIELD VERIFIED FOR LOCATION AND DEPTH. 4. ALL SANITARY PIPING SHALL BE ASTM D3034, SDR35 IF THERE IS 3 FEET OR MORE 01< COVER AND CLASS 50D1 WHERE THERE IS LESS THAN 3' OF COVER. SEE SHEET C3:3 FOR OTHER SEWER NOTES. 5. ALL WATER SERVICE PIPING SHALL BE GLAVANIZED IRON OR GALVANIZED STEEL PIPE SUITABLE FOR A WORKING PRESSURE OF 160'PSI UNLESS OTHER MATERIALS ARE ALLOWED BY THE CITY. 6. ALL WATER MAIN PIPING SHALL BE DUCTILE IRON, CLASS 52. SEE SHEET C3.2 FOR ADDITIONAL WATER NOTES_ EXISTING LEGEND ly MONUMENT --- - CENTERLINE CURB LINE CONCRETE SIDEWALK ASPHALT PAVEMENT a 25.2 SPOT ELEVATION -- X Y.— FENCE --UPUP UNDERGROUND POWER —r.. 0--- GAS LINE D. FIRE HYDRANT �•1 VALVE - N WATER METER WATER LINE W W —SS-•—AT= SANITARY SEWER LINE —ss— PROPOSED SS MANHOLE CLEANOUT G --SD— STORM SEWER 0 DICATOR-VALVE • CATCH BASIN ■ STORM DRAIN MANHOLE ® LIGHT POLE FOUND MON IN CASE CITY OF TUKWttA APPROVED MAY 10 1995 AS NOTED BUILDING DIVISION 11.1) fo-U 5 syb LPN Architects &, Planners 0 —J co RETAIL/OFFICE 0 0 z J F- CO CD CC LIJ < Q m LO< 0 _ In �� WARNER ENGINEERING PROJECT NUMBER 017002 DSGN_: GEW DRWN.: KAF CHKD.: GEW SCALE: 1"=20'-0' DATE: 4/24/95 CONTENTS: WATER SEWER Sc GAS PLAN SHEET C3.1 CAPPED CROSS 90' BEND THRUST BLOCK - TABLE MI. BEARING AREA AGAINST UNDISTURBED SOIL SQUARE FEET SIZp E A(ft? ) B(fF ) C(ft? )D(ft? (ft? ) X(f ) 8 7 4 4 2 1 N1 ONE 10" 11 10 6 3 2 6 14 2222 219 12 5 3 12 le' 36 1 16 8t0 4 20 20" 45 39 24 13 6 24 22; 54 47 29 15 8 29 24 64 56 35 18 9 35 28' 87 76 48 24 12 48 30" 101 87 55 28 14 55 . 42" 145 125 107 55 277 107 48" 257 223 140 71 36 140 NOTES: 1. BEARING AREA OF CONCRETE THRUST -BLOCK BASED ON 200 PSI PRESSURE AND SAFE SOIL BEARING LORD OF 2,000 POUNDS PER SQUARE FOOT. 2 AREAS R SSURESTAND SADJUSTED ILS CONDITIONS ER PIPE SIZES, 3. CONCRETE BLOCKING SHALL BE CAST IN PLACE AND HAVE A MINIMUM OF 1/4 SQUARE FOOT BEARING AGAINST THE FITTING. 4. gBLOCK SHALLBEARAGAINST FITTINGS ONLY AND OR DISLMANTLIN OFF JOIINT.T.S TO PERMIT TAKING UP 5. CONTRACTOR SHALL INSTALL BLOCKING ADEQUATE 8CNALPCOO RETIOPESSRE 6. TTHRUST LBLOCK HIIS COE/NpSI7ED�EERED TT7OHACT AS A SPgREEADp SURF CEETOHTHENBROCK'S OF BLOCK MUST GROUND 7. TBEWQTIHOFPECOAREEE UNDISTUSRBUD NSOLE DISTANCE TEE W/PLUG 45' BEND CONCRETE BLOCKING N.T.S. F5d1S TEE W/0 PLUG 22 1/2' BEND t</ 11 1/4' BEND Q0 PROVIDE THRUST BLOCK FIRE HYDRANT TO BE PAINTED WITH TWO COATS OF "RUSTOLEUM" f659 YELLOW GLOSS. HYDRANTS ARE TO EQUAL-MUELLER IA-423, MUELLER {A-419, OR CLOW MEMWON #F-2545. HYDRANTS SHALL CONFORM TO AW.WA SPECIFICATIONS C 502-54; SHALL BE COMPRESSION TYPE AND SHALL HAVE :ATWO .PIECE BREAKING FLANGE WITH A BREAKING THIMBLE AT THE GROUND LINE OR. STEM; SHALL HAVE A SELF -OILING DRY BONNET WITH FACTORY FILLED RESERVOIR HOLDING APPROXIMATELY; 8. OUNCES OF OIL OIL RESERVOIR SHALL BE SO DESIGNED -AS TO GIVE A COMPLETE LUBRICATION.. OF STEMS EACH TIME 1HE. HYDRANT IS OPERATED. THE UPPER STEM SHALL HAVE A BRASS SLEEVE: MIN.3' & MAX_ 10' MECHANICAL JOINT FINISHED PAVEMENT =SEE VALVE BOX DETAIL 6' RESILIENT WEDGE GATE VALVE SEE BLOCKING DETAIL 6' DIA DUCTILE NOTES: IRON PIPE A HYDRANTS SHALL BE EQUIPPED WITH TWO 2.1/2' NS_F HOSE PORTS AND ONE 5" STORTZ PUMPER. DISCHARGE PORT, AND SHALL HAVE A 1 1/4: PENTAGON OPEN -LIFT OPERATING NUT_ ` HYDRANTS SHALL HAVE A 6" M.J. BOTTOM CONNECTION AND 5 1/4 MAIN VALVE OPENING, AND SHALL HAVE 18' ABOVE GRADE LEVEL TO THE CENTER OF THE PUMPER DISCHARGE' PORT. B. WHERE N0 CURB & GUTTER IS INSTALLED, FIRE HYDRANT SHALL BE LOCATED (IN RELATION TO STREET CENTER LINE) CLOSE TO PROPERTY LINE C. HYDRANT INSTALLATIONS TO BE PER THIS STANDARD PLAN AND REQUIREMENTS OF TUKWILA MUNICIPAL CODE 14.24 AND CITY ORDINANCE. SYMBOL DESCRIPTION PREP. DATE APPRV- REVISIONS WATER NOTES 1. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE CITY OF TUKWILA STANDARDS AND THE 1994 OF STANDARD These plans have been reviewed by the Public PECIFICATIONS FOR ROAD BRIDGE AND MUNICIPAL CONSTRUCTION BY THE Works Department for conformance with current wASHINGTON STATE D.O.T. AND: WASHINGTON STATE CHAPTER, A.P.WA. City standards. Acceptance Is subject to errors 2THE CONTRACTOR SHALL COMPLY WITH ALL THE REQUIREMENTS OF - and oml 3--is do net authorize Violations of THE STATE AND LOCAL HEALTH AUTHORITIES. adopted standards or ordinances ' 1: ro pwisibility for the adequacy of the desk ;a.liy with 3: ALL OF EXISTING: IE the designer Additions, delete n e: rov:s:ons to SHALL BE THELOCATIONS RESPONSIBILITY OF UTILITTHE CONTRACTORSARE THEAPPROXIMATE VERIFYAND THEIT these drawings after this date vAl! 'ro:d this EXACT LOCATION TO AVOID DAMAGE OR DISTURBANCE. acceptance and will require a resubmrtial of revised drawings for subsequent approval. 4. THE MINIMUM COVER FOR WATER MAINS. SHALL BE 3' AND SHALL BE • MAINTAINED AT ALL POINTS. Final acceptance is subject to field inspection by the ruulic Works utilities inspector. 5. CONTRACTOR IS RESPONSIBLE FOR OBTAINING THE NECESSARY Date: By: l l PERMITS TO PERFORM WORK IN THE CITY RIGHT-OF-WAY.. ALL PAVEMENT 79 PATCHINGCITYSTANDARDS. AND SHOULDER RESTORATION SHALL BE IN ACCORDANCE WITH 6. INSTALLATION OF WATER MAINS AND SERVICE LINES SHALL INCLUDE LOCATOR WIRE BURIED ALONG THE ENTIRE LENGTH OF THE PIPE- . LOCATOR WIRE TO BE 14 GAUGE 09 LARGER ANO SHALL BE STRIPPED AND CONNECTED TO A BOLT ON EACH GATE VALVE, AND THE ABOVE GROUND HYDRANT FLANGE. LOCATOR WIRE TO BE RUN T0.12' ABOVE. GROUND AT EACH METER, BLOW OFF, AND AIR VACUUM VALVE. ALL SPUCES IN THE' LOCATOR WIRE SHALL BE MADE USING SPLIT. BOLT CONNECTORS OR WITH A DOUBLE NUT CONNECTION AT A FITTING. 1/2.YD.PEA GRAVEL UNDISTURBED SOIL OR WASHED ^ ROCK (3/8' TO 5) FIRE HYDRANT ASSEMBLY N.T.S. WITHIN 50'.OF HYDRANT TO BUILDING 7. DISINFECT, FLUSH, AND HYDROSTATICALLY TEST ALL NEW WORK AS REQUIRED BY THE CITY. 8. FIRE SPRINKLER PIPING SUBJECT TO FINAL DESIGN BY FIRE PROTECTION ENGINEERS. MATERIAL LISTING 1. 3/4" SHAKLE RODS WITH STAR BLOTS AND ASPHALT EMULSION COATING 2. 4 MIN. D.I. CLASS 52 PIPE. 3. PRECAST CONCRETE VAULT WITH HINGED STEELPLATECOVER, DIMENSION TO VARY WITH SIZE OF ASSEMBLY. 4. O.S.H.A. APPROVED. LADDER IF OVER 30" DEEP. 5. PIPE SUPPORT. STAND UNDER EACH CHECK VALVE. -6. COPPER OR BRONZE BYPASS WITH AN APPROVED DCVA 7. 3/4" WATER METER. 8. APPROVED DOCVA IN MAIN LINE WITH TWO RESILIENT SEATED SHUTOFF VALVES AND TEST COCKS. 9. 6" COUPLING ADAPTER, FL 10. 6" FL x PE O.I. CLASS 52 PIPE LENGTH TO FIT. 11. GROUT INTERIOR AND EXTERIOR ALL AROUND PIPE USING NON -SHRINK GROUT. 12. 6" GATE VALVE FLxMJ WITH POST INDICATOR VALVE. 13. FLANGED TEE ASSEMBLY SIZED ACCORDINGLY. 14. FLANGED 90' BEND. 15. 6' D.I. CLASS 52 PIPE FLUFL. 16. 6" 90' BEND, FL 17. 6" D.I. CLASS 52 PIPE FLOFL. 18. 4"x4"x6" BULL TEE FL. 19. UL LISTED 5" STORTZ CONNECTION- WITH 30 DEGREE ELBOW. 20. 6" D.I. CLASS 52 PIPE LENGTH AS REQUIRED, FLOFL. 21. 6" 90' BEND FL 22. SWING TYPE GRAVITY OPERATED CHECK VALVE WITH BALL DRIP VALVE TO BE INSTALLED HORIZONTALLY. DETECTOR DOUBLE CHECK AND VAULT ASSEMBLY NOTES: CITY OF TUKWItA APPROVED MAY 10 1995 AS Wall 5. VAULT SHALL BE SEALED TO PREVENT WATER LEAKAGE. WADING DIVISION 6. LADDERS SHALL BE REQUIRED WHEN DEPTH FROM TOP OF LID TO FLOOR OF VAULT EXCEEDS 30". INSTALLATION OF ALL LADDERS SHALL BE IN COMPLIANCE TO O.S.H.A. 7. LOCATE VAULT IN PLANTING AREA AND NOT IN PAVING AREA, UNLESS APPROVED BY THE ENGINEER. 8. FITTINGS SHALL BE IN ACCORDANCE WITH ALL APPLICABLE REQUIREMENTS OF ANSI/ AWWA C110/A21.10AND CEMENT LINED (SEE APWA & AWWA). 9. PIPE SHALL BE DUCTILE IRON MEETING ANSI A21.51. CL52 & CEMENT LINED. 10. TEMPORARY SUPPORT SHALL BE PROVIDED UNDER VALVES AT THE TIME OF INSTALLATION. AFTER COMPLETE INSTALLATION INSTALL PERMANENT PIPE SUPPORT STAND 11. PROVIDE BALL DRIP VALVES ON F.D.C. CHECK VALVE ASSEMBLY OR AT ROTFOM OF F.D.C. RISER. 12. FIRE. DEPARTMENT CONNECTION TO BE PROVIDED WITH TWO (2) 5" STORTZ CONNECTIONS AND TWO 30 DEGREE ELBOWS. 13.-ALL-UNDERGROUND PIPING TO BE INSPECTED, FLUSHED, PRESSURE TESTED IN THE PRESENCE OF AN INSPECTOR PRIOR TO COVER AND CONNECTION TO THE OVERHEAD SYSTEM. 14. UPON INSTALLATION, BACKFLOW PREVENTION ASSEMBLIES ARE TO BE TESTED BY A CERTIFIED' TESTER AND ALL TEST -COCKS ARE TO BE PLUGGED AFTER THE TEST. COPIES OF TEST RESULTS SHALL BE PROVIDED. 15. CONCRETE VAULT SHALL HAVE ONE 4'x4' OR 1W0 3'x3' STEEL HINGED DOORS. 1., BACKFLOW PREVENTORS SHALL BE FERCO #806 OR APPROVED EQUAL 2. SIZE VAULT BASED ON SIZE OF APPARATUS AND MEETING MINIMUM CLEARANCES. 3. A SEPARATE DETAIL PLAN FOR VAULT INSTALLATION AND SPRINKLER LINE MUST BE SUBMITTED AND APPROVED BY THEFIREMARSHALL PRIOR TO INSTALLATION. 4. MINIMUM APPARATUS SIZE SHALL BE 4". - 6" DDCV ASSEMBLY N.T.S. PUL ;Les u 5 1995 LPN Architects & Planners RETAIL/OFFICE �� WARNER ENGINEERING 0 0 z°' > 0 J 5- L7] z z WCC () < f� QQ 0 _J Ln D I- �L. PROJECT NUMB02ER 0170 DSGN.: GEW DRWN.: KAF CHKD.: GEW SCALE: AS SHOWN DATE: 4/24/95 CONTENTS: WATER DETAILS &c NOTES SHEET C3.2 PIPE SEE NOTE BACKFRJ. 6" YM. OUTSIDE DM, OF PRE 4' FOR 27' PIPE ANO SLWLLER 6 FOR PIPE LARGER THAN 27' NOTES {it��1 1. ALL BACKFILL SHALL BE COMPACTED BEDDINGJ TO 95% OPTIMUM DENSITY. 2. FOR PIPE COVER LESS THAN 36 , PIPE TRENCH BACKFILL SHALL BE 5/8' MINUS CRUSHED ROCK. 3. PIPE BEDDING MATERIAL SHALL CONSIST OF CRUSHED. PROCESSED, OR NATURALLY OCCURRING GRANULAR MATERIAL. IT SHALL BE ESSENTIALLY FREE FROM VARIOUS TYPES OF WOOD WASTE OR OTHER EXTRANEOUS OR OBJECTIONABLE MATERIALS. IT SHALL HAVE SUCH CHARACTERISTICS OF SIZE AND SHAPE THAT WILL COMPACT READILY AND SHALL MEET THE SPECIFICATIONS FOR GRADING OF SECTION 9.03.9 (3) CRUSHED SURFACING BASE COURSE. 4. IN AREAS OF UNSUITABLE SUB -GRADE, OVEREXCAVATION, SHALL BE REQUIRED. THE FOUNDATION MATERIAL USED SHALL BE AS SPECIFIED IN SECTION 9-03.9 (1), BALLAST, OF THE STANDARD SPECIFICATIONS. 5_ TRENCH WIDTHS - TRENCH WIDTHS MEASURED AT A LEVEL OF 1 FOOT ABOVE THE TOP OF THE PIPE, AND APPURTENANCES SHALL NOT EXCEED THE LIMITS LISTED IN THE FOLLOWING TABLE: NOMINAL INSIDE MINIMUM MAXIMUM PIPE DIAMETER TRENCH WIDTH TRENCH WIDTH 4" THROUGH 12" OUTSIDE DIA+12' OUTSIDE DIA+18' 14" THROUGH 60" OUTSIDE DIA+18" OUTSIDE DIA+24" TRENCH LENGTHS - THE MAXIMUM ALLOWABLE LENGTH OF OPEN TRENCH EXCAVATION PERMITTED IN ANY ONE LOCATION SHALL BE ONE HUNDRED -FIFTY FEET OR THE DISTANCE NECESSARY TO ACCOMODATE THE AMOUNT OF PIPE INSTALLED IN A SINGLE DAY, WHICHEVER IS SMALLER_ BEDDING FOR RIGID AND FLEXIBLE PIPE N.T.S. lINDISIURBFD OR COMPACTED SUB -GRADE, SEE NOTE 4 4-3/4 1/8 RAISE 1/7' WIDE BORDER 11' c II-- 8 9' 3/4" 11 % 1 1✓4 %'/2" t 11'F� 7" If f'- 7 3/4" 1 t5 5 CAST IRON RING AND COVER 3/4 SQUARES SPACED-3/4 AS INDICATED HT 1/8' 12' DA. FIBRE JOINT -- PACKING 45' (1/8) BEND 8" DIA. 2 7/Er 5/8' } 4" PIPE MATERIAL AS SPECIFIED BY THE ENGINEER 13 SYMBOL DESCRIPTION PREP_ DATE APPRV, REVISIONS SANITARY SEWER NOTES 1_. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH CITY OF TUKWILA CONSTRUCTION STANDARDS. 2., A COPY OF THE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 3. EXISTING UTILITIES ARE TO REMAIN IN SERVICE AT ALL TIMES_ 4. - THE CITY OF TUKWILA PUBLIC WORKS. DEPARTMENT SHALL.. BE NOTIFIED A MINIMUM OF TWO WORKING DAYS PRIOR TO ANY CONNECTIONS TO EXISTING FACILITIES. 5. - THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARDS, SAFETY DEVICES, PROTECTIVE EQUIPMENT; FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT THE LIFE, HEALTH, AND SAFETY OF THE PUBLIC AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF THE WORK COVERED BY THE CONTRACTOR. ANY WORK WITHIN THE TRAVELED RIGHT-OF-WAY WHICH MAY INTERRUPT NORMAL TRAFFIC. FLOW SHALL REQUIRE AT LEAST ONE FLAGGER FOR EACH LANE OF TRAFFIC AFFECTED. 6. TRENCHES WITHIN ROADWAY AREAS SHALL BE BACKFILLED WITH BANK RUN GRAVEL. NATIVE SOILS MAY BE USED AS BACKFILL IN NON-STRUCTURAL UTILITY EASEMENTS. ALL TRENCHES SHALL BE COMPACTED TO 95 PERCENT OF THE MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D-1557 (MODIFIED PROCTOR). 7.. BEDDING MATERIAL FOR SEWER PIPES SHALL BE SPECIFIED FOR FLEXIBLE PIPES IN SECTION ,7-17.3(1).OFTHE WSDOT STANDARD (1994) SPECIFICATIONS. 8. IT SHALL BE THE CONTRACTOR'S. RESPONSIBILITY TO INSURE THAT NO CONFLICTS OCCUR BETWEEN SANITARY SEWER LINES AND PROPOSED OR EXISTING STORM LINES PRIOR TO CONSTRUCTION. 9. ALL PIPE AND APPURTENANCES SHALL BE LAID ON APROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH WSDOT (1994) SPECIFICATION. THIS SHALL INCLUDE LEVELING AND COMPACTING THE TRENCH BOTTOM, THE TOP OF THE FOUNDATION MATERIAL AND ANY REQUIRED. PIPE BEDDING, TO A UNIFORM GRADE SO THAT THE ENTIRE PIPE IS SUPPORTED BY A UNIFORMLY DENSE UNYIELDING BASE. 10. IF SURFACE WATER OR GROUND WATER SEEPAGE IS ENCOUNTERED DURING THE EXCAVATION PROCESS, 'INCLUDING UTILITY PLACEMENT, THE WATER SHOULD BE ROUTED AWAY FROM THE BASE OF THE EXCAVATION THROUGH APPROPRIATE DITCHING AND/OR SUMPS AND PUMPS. 11. CONTRACTOR SHALL REPLACE ALL PUBLIC AND PRIVATE IMPROVEMENTSINCONDITION EQUAL TO THAT WHICH EXISTED PRIOR TO CONSTRUCTION. CONSTRUCTION AREA SHALL BE FINE GRADED UPON COMPLETION IN UNIMPROVED AREAS. 12. ALL WATER AND/OR CONSTRUCTION DEBRIS SHALL BE REMOVED FROM NEW SEWERS AND SHALL NOT BE PERMITTED TO ENTER THE EXISTING SYSTEM. 13. PROVIDE AIR OR WATER TESTING OF SERVICE AS REQUIRED BY CITY OF TUKWILA.. CT(Y OF TUWMLA APPR0VE0 MAY 10 VMS AS NOTED BUILDING DIVISION These plans have been reviewed by the Public Works Department for conformance with current City standards. Acceptance is subject to errors . and omie - :ris which do nct authat-. ',.cations of adopted :_,andards or ordinance, C: bility for the adequacy of the desrc; ,. e..i,y with the designer. Additions, delec,.::: r:..'!sIons to these drawings after this date c,!ii , CIci this acceptance and will require a resu5rrutial of revised drawings for subsequent approval. Final acceptance is subject to field inspection by the Public Works utilities inspector. Date:_ 28_`n-- By: coW RETAIL/OFFICE �� WARNER ENGINEERING PROJECT NUMBER 017002- DSGN.: GEW DRWN.: KAF CHKD;:.GEW SCALE: AS SHOWN �'•�'•7 2 3 Ii d .i i1 U L �! APR 5 I9y5 LPN Architects & Mantic DATE: 4/24/95 CONTENTS: SEWER DETAILS & NOTES SHEET is C3.3 o' cir 11. mums pr AirOgfr, 0 0 Q 0 Id i� IQI I► 9f0'-(0" 46'-6 3/4" 411-21/4" 5'-0" 26' -O" �xl If;b t"2"-- ' To 'cnnUv�.cve12 ;o' :.At,, Al�i.6 KvyA1.2,64, 644 - -- 1o„ 711 i i t 1 I C i C 1 10 .': D`a • , ^:s�0 a Q�OZ iaA:;''►"a . o'a��'o"r'1Pa� c - • - - • Ll0Q4 ins Q 2ii;,:° a � �X 4i q►' '•• WWI to 161- Vfr. brecd4 We- ;74.1.4•Wrf 12,1• GAL,, "!G`O,II. VI, '2'2- 1,ypw 6P+I.I,E YA- `04-184.1 G1. GHN-`11c•1,E - r-1,cW - 4N ppae 211 GAL, C i 'r O,f,. 19 - G 1-1gICt7 :C 1- 'UL l"iP-PA reg, i;T' ��P TU-W1L+e4 0 2' PINII LP Go.t2F:M1= . BC 'I,.y1,4.14 ;M.'s; - .. L1 !!A u Q I GE1 ITE ble1}. TI�iA.�r .1'f CITY OF TUKWILA APPROVED MAY 1 0 1995 HS NU id) BUILDING DIVISION STATE OF WASH NGTON REGISTERED ANDSCAPE ARCHI /di rf%. LII.EL;11:41 HEIDI M. VUKON1CI4 CFlin,ICATE IM TM 1`io176! i'1?PtJ12. tAl; Jzt- :.s Il>9• vale,424.i' 1• LA'l-i.12• APE i �.`,">:, .Y '6 CvIW0 f \ -W-N µ (PUS •Z.fis=t' NWVv :.�� -to HAUE �.:' "? r:1F1% I;NL..1-AL W6) Ft, 1'-"- f �IJ,G. 10-1rt11 t�Ep WA �,r+tib ,, IN,7TPkL1, M(2i2,;U -S, •� ..1 Cf-4. I IC�IM.: .-Oi4W; ,-, --U 6L/", ,',.N- 4/ Iti 1 ids. I: i'}aTI.dN,477G he2v4T/l.Yl/ .`5'Sj-4'91'1 otif?Db1�77Gi'Y 4L,n aTv REoCEIl= TVEulcD . - -fAi`die,,,-i -�P�l t•: &- 1• i Weo A 290 5/ay ,2ezS�'/j ' f G�7Y Rai •. l�L'> TI za mAR 2 71995 - 1 - i,. G- 'odd, 12,10 ,V44.1/ O -EPJ4,e97 i - $R 4. 'ROUr9Z fie.f.c TO OGG(Jp /Gy . PERMIT CENTER iu l3l,i4.'t LANDSCAPE PLAN Architecture and Planning Leason Pomeroy Northwest Royce A. Berg, A.I.A. 1201- 4th Ave. S., Ste 102 Seattle, Washington 98134 (206) 583-8030 NO DESCRIPTION OAR AppireAG LANDSCAPE PLAN PRINTED MAR 2 7 1995 LPN Architects & Planners File: 94003\a3-2 JOB NO.: 94003.2 SHEET NO OF: DATE: 9-23-94 -- DRAWN: agp L - CHECK: 1+. I., KCIII ' — — Zi ai, �L= Y-4 T ! L 1-1 .14 z4 4 Y- !I` it 9 .y4't413�'; - ■ffll e .r --L. _ 22" r-p11.I Eyt. fi co�ox-.rl- 11.1, air 2j C ,te a 1 f•—w-- , " *—' P/3 <, 1 ,P Ls 4 '/2 J qn ':g-.1 -1 _ ^ gip— q :` Z J .1] 2 r 2 l iz I' r ' b.+ 'L, 0_ I /y' I rYAi i I I I L—J —J I11IlI i I CF11;K�o� - H �G i"1AI;,1± i� T ,1 / ! I- I L—J_ Y L 1 r Dr D� G i� 1rolJ I i 1- c.7" 1/4 • ism Ike LA-LKLA-kd �— _311G.;L WIF_ -\I 1 I I I 2a)L-WVE- ---' 0 .Ix /E -4'�Ir= '74 Shy a?T -1' h}L^rlth ::1 r. ;TO L • 1i1�tW F.^ or jTi.'KtV' iLA I vp,, u o{zt�1t.,�TW II`tz!• 6 W'T8M f•-1 W CRY OF TUKWItA APPROVED MAY 10 1995 AS NOTED BUILDING DIVISION _� C d 2 O G- a*5 NORTH '9 a IL CC w Architecture and Planning Leason Pomeroy Northwest Royce A. Berg, A.I.A. 1201- 4th Ave. S., Ste 102 Seattle, Washington 98134 (206) 583-8030 NO DESCRIPTION I F1✓RM I T DATE 4./I Z('*t PRINTED APR 1 4 1995 IRRIGATION PLAN «GENE® APR 1 71995 PUBL C WORKS File: tJ1s JOB NO.: 94003 SHEET NO OF: DATE: 4.1016 L — 3 DRAWN:{*/ CHEC I V '� j -,,,,,-, _-,-._ y jp-NsI *l' i teliju I1! r( iF�'41�,1k a. _ an wOGM.? �, ve,wo newlQ.I 111 :o, ,ZL INOLSOr •2? neews.o+oa aeyier,. a.f-Oznm4tO. wmtieMCK we ii+mr.Y, 6twJl{s1y OMIT w.... 1,11.: a+�,v VAw4 VAIala W/L119 h 2. ca,tMtoL-lsgB ww..m... �a1.uuu nowructJ:'.9,. Iz' iu ■ r 3j�14idog Ilit�11igar -ritwo oxl++9v U 1IQN, GohiNF -Toc P1K. MM.a i-1-1.%';1.3. ,-1-..:.. ',...0.:••• !t%r 3'r 1y': via-vr- OVA Ill= 1111 M s-1UAL _ e ao ®-s d . oPr oeoOr,'1 C--2zi gFAvEL G2uWir }3q5-Ob13 C).51LG'T;L K.. .y 4i+.,,:G 2kr. ice: lUOls - P'= J-'Dutr *AUSESARE c°,orr'v wI GROLIM CLAW x•.scewe:c.o rraota� Iwo I'^r41.i :SAS Lit-.i,: �1,a�1 qapl 1'.416sAt.V. NI .$-1 m IIf=111� l I= Illfi;;i t10 h. GM ILK. CaUPL.- NO,RerJ.L W/R-yf�ae Clu . 77 Hwv G:iuc �.r-s-fev`C cX-41'00 fVl� tnpR.� Anlei.Ios0 TOPS✓ .'.Ut.._ 4 I ' 2..r r -Uri 2 ment Le • end t= t Ian r- II-, 1 1^_0 ar5 . iG -ixod 20 •� 27c • Lc.. 'Id .21 3wd 03 t I tic .4O ; ice° Wa A.�"r*c-.MA`IC., Ali - C.OI.L ✓Lt�� i i GD roL VAL>J o c rAr^ e. o 1 MAw I�, L- is VA S ;O i=C D Uhl bl=riui I„1 1: I 1 I Cn4T, vAL5.pf LI rr I fzAlr r i/ Nif7i/ U - IUOI ✓hiE rC' A H GoiL� �L _ v .bJ- t'/c SbUJ 1-r v `b NiAlrl _iNE b,r r. _'�A ✓vJN I-1✓i,__ .r-'�" l x W1.i'iz...�, V✓I ;.� i=G f"/, '�O.t ..o Pr - Valve Schedule Project Notes: Irrigation design based on an existing 1 1/2'• deduct water meter with 125.0 Lbs. static pressure. The existing D/C assembley and pressure regulator to be used within the new system. See detail No. 9 this sheet. 2. Install all equipment per Washington State and local water district codes. 3. Provide manual drains at all low points on the main line. 4. Install main line with a minimum of 18" cover and laterals with a 12" minims. 5. Splice control wires within valve boxes only. Use 3M DM splice connectors for all splices. 6. From controller install two spare yellow wires, both to valve box No. 1. All control valve boxes to have a minimum of one yellow wire inside and a 24" expansion loop for all wires. 7. Adjust radius on all sprinkler heads so that the spray patterns fall within the landscape areas only. 8. Install all sprinklers with "Triple Marlex" swing joints and sch-80 pvc risers. CITY OF TUKWItA APPROVED_ MAY t 0-t' AS- NUM_ BUILDING DIVISION These plans have been review--' '�^ P Works Department for conforr :-urre City standards. Acceptance li rro and omissions which do not aut, adopted standards or ordinances. for the adequacy of the design r the designer. Additions, deletions c these drawings after this date wn acceptance and will require a resuL revised drawings for subsequent sperm,. Final acceptance is subject to field inspection the Public Works utilities nspector. Date: Gf - Qs -By: 9. Install the controller inside the building. The rain sensor is to be mounted near the roof truss, free from all overhangs. Provide a by-pass switch on the side of the controller to override the rain sensor. Install conduit between the controller and the rain sensor. Install a moisture sensor unit at each valve location and store the control inside the valve box. 10. Maintain accurate installation records for the record "As -built drawing of installed system. One copy of the drawing to be reduced, laminated and hung at the controller location. 11. Install all control valves and backflow device using sch-80 pvc threaded unions on the connections and discharge to each device. 12. Use rock and debris free materials for backfilling all trenches. Trenches to be backfilled, water settled and compacted to a 85% density for landscaping and 95% under paving areas. 13. Installer shall be responsible for all related permits, re -construction of backflow assembly, new box for deduct meter, all irrigation sleeving, controller installation, power, and rain sensor installation. 14. Thrust blocking the Main Line is recommended when size exceeds 2". Concrete blocks shall be placed at each location main changes direction or terminates. Minimum size of block shall be 12"x 12"x 12" plus the amount of concrete to fill the excavation pit fully without gaps. Lesson Pomeroy Northwest Inc. Royce A Berg, A.I.A. Principal 1844•A Westlake Avenue North Seattle, Wash. 98109 284-5771 PRINTED APR 1 4 1995 LPN Architects & Planne IRRIGATION DETAILS RECEVEID APR t 71995 PUBLIC WORKS N0.94003 DATE DRAWN �Z1� CHECK SHEET NO OF L-4 JOB b F-2.1 FA 1T f 2'-0" 15'-EE ADD /3 0 1S"o/c E.W. CTN D IN SLAB. 2-#5 x 21'-0" CONT. IN SLAB 2-15 x 8'-0" EA SIDE r Iri FA ( 6"). 24 -0" C.J. C.J. C.J. 16"-0' o/c. MAX. MAX. L— D-2.1 TYP. r—t—� I I L —I— J I F7.0 — , — F7.5 F7.5 2-#6 CONT. IN SLAB 3-#6 CONT_, IN SLAB 5" SLAB ON GRADE W/ 6 x 6 W1.4 x W1.4 W.W.M.0 CTR OF. SLAB. TOP OF SLAB IS REF. DATUM ELEV. 0'-0" 5-#6 CONT. IN SLAB f _ 1 _ F7.5 FD. (-2'-0') b n r—;—' L -1 F7.0 FB (-3 -0") 1'-D" C.I.P. WALL, TYP. C-2.1 PARTIAL FOUNDATION PLAN \- NOTES: i" =1.-0" 1 _ TOP OF SLAB ON GRADE IS AT DATUM ELEVATION 0'-0". (U.N.0.) 2. TOP OF FOOTING ELEVATIONS INDICATED THUS: ('- "). 3. CENTER FOOTINGS ON WALLS OR COLUMNS, (U.N.O.) 4. SEE DWG. 52.1 FOR FOOTING SCHEDULEAND SLAB DETAILS. 5. SEE DWG. S5.1 FOR GENERAL NOTES. F(-B 3 -0") CITY OF TUKWIIA APPROVED MAY 1995 AS NOItU,/ BUILDING DIVISI•N RECEIVED FEB 3 1995 ROSERT FOSSATTI ASSOC. THESE DOCUMENTS REVIEWED FOR CONFORMANCE WITH THE FOLLOWING ORDINANCES E'�TRIJCTUML PER UNIFORM BUILDING CODE E. R.i �T'J ^L PER I''NIF0,1EUILDI,, CODE D +.yC 3t-20 EARR:E;,,; ;REE " E ,,FPLICANT IS RESPON.SIRLE FOR CONFORMANCE WITH ALL A,PLICABLE ORDINANCES SUBJECT TO REQUIREMENTS AND INTERPRETATIONS OF THE GOVERNING AUTHORITY. Date In 1 -11•gs Date Out 1.42•Is ROBERTFOSSATTIASSOC. INC. P.S. 1000 NORTON BLDG 8012nd AVE SEATTLE, WA 98104 5 b r O Z UNDATION PLAN L� 11 1 IOC W hiC acC Tukwila, Washington JOB N0: 94117 ENGINEER: M.A.N. DRAWN: B.J.R. DATE: 1-13-95 SHEET NO: 51a 1 505FP11 5" SLAB ON GRADE w/ 6 x 6 W1.4 x W1.4 W.W.M. AT CTR. OF SLAB. TOP OF SLAB IS REF. DATUM ELEV. .0'-0° 5Obi CITY OF TUKWILA APPROVED MAY 1 0 1995 AS NUIED /5 1 .' BUILDING DIVISION t NOTES.a. _1 _p" 1.) TOP OF SLAB ON GRADE IS AT DATUM ELEVATION 0'-0, (U.N.O.) 2. TOP OF FOOTING ELEVATIONS INDICATED THUS: ( '- "): 3. CENTER FOOTINGS ON WALLS OR'COLUMNS. .(U.N.O.) 4 SEE DWG.S2.1 FOR FOOTING SCHEDULE. AND SLAB DETAILS. 5. SEE DWG S5.1 FOR GENERAL NOTES. 0.5 124 z SNENIDNE JOB N0: 94117 ENGINEER: M.A.N. DRAWN: B.J.R. DATE: 1-13-95 SHEET NO: S1.2 505FP12 13x1211 NOTE: TRUSS MFR. °P DESIGN FOR 40 PLF SCREEN v WALL DL PLUS . SNOW DRIFTING EA. SIDE AS SHOWN, TYP. (ALL AROUND) 43 PSF 4 0 4 x 3 x 7 LEDGER SOFFIT BELOW 54" LAMCHORD TRUSS 0 8'- Og o/c. 6ix271 8'-0 (VFY_) 303'-0" 0.A. C-3.2 L-32 L4x3x7LEDGER PROVIDE 4x8 D.F. #2 UNDER EA. WALL BRACE. TYP. � 3 A aD a a m j l0 No — r CDX PLYWOOD NAIL PER SCHED. (32/16) - - - --6- - - - - NOTE: TRUSS MFR. DESIGN TOP CHORD 280# VERT. WIND (UP OR DOWN) TYP. ® EA BRACE ® SCREEN WALLS FOR LOAD ALL F-3.2 iYP. ■ —J Qj 2--3-95 PER i / %� j -fe - x �w AT5. o v �1d L BRACE PER SECT. 98'-0"o/c TIP. A SCREEN WALLS A-5.1 1�.7-3.3 {E2) (4 - / 4 SIDE TOT.) 6i427f [2.2 TYP {+7 ") TYP. 0 MECH. FRAMING UNITS 2-3-95N° ,,,__J, x .K. .+.. 7 V. / V. HB-410 HGR, TYP. w/ -2x5 U-26--2 HGRS. 40,-0 (VEY.) 2-3-95 5 x 31j 5 x 31k ao v � v m v w 3 5 x 31 (+") 6y..x 16 +7. ( ) C-3.3 33'-0, 72- 2 x 6 w/ U-26-2 HRS.. TYP. AT SCREEN WALLS MECH. SCREEN WALL PER SHEET S5.1. 54" LAMCHORD TRUSS 11;713 4 x 10 L- E-3.1 OPP. 64x411 MC 8 x 22.8 LEDGER rrk—AC-UNIT, TYP. A-5.1 (800# MAX.) SIM: (10 PLCS.) 1 1i11tint"fiYtlllrrllmTlliiitiin ,n1 i7ifiriri•rniiiiiniiiilliiirinrrrrTl'rTmn�i'm: MECH. SCREEN WALL PER SHEET S5.1 64x48* SOFFIT BELOW 6,1x38 PARTIAL ROOF FRAMING PLAN b NOTES•. 1.) [ '— INDICATES TOP OF FRAMING ELEVATION (BOTTOM OF PLYWOOD) ABOVE DATUM. 2.)) -< '- "> INDICATES TOP OF PARAPET ELEVATION ABOVE DATUM. 3.) CONTRACTOR AND TRUSS SUPPLIER. TO VERIFY M/U WEIGHTS AND LOCATIONS. 4.) TRUSS MFR DESIGN FOR 4 PSF NET UPLIFT ON TRUSSES 5.) TRUSS MFR. DESIGN FOR SCREEN WALL DL + SNOW DRIFT LOADS SHOWN ON PLAN. 0 9'-7" -NOTE: TRUSS MFR. a DESIGN FOR 40 PLF SCREEN WALL DL PLUS. SNOW DRIFTING EA SIDE AS SHOWN, TYP. (ALL AROUND) 45 PSF PSF 0 7'-7" OUTSIDE. OF INSIDE OF _MECH. AREA MECH. AREA ROOF NAILING SCHEDULE ZONE CONT. PNL. EDGES OTHER PNL. EDGES INTERMEDIATE SUPPORTS 0 6" 6" 12" j., 4" 6" 12" \, 3 `\ ` 2" 4" 12" NOTES. 1.) USE 10d. COMMON NAILS (.148"0) W/ 1 I" MIN. FRAMING PENETRATION , TYP. 2.) NAIL ALL BOUNDARIES (INCLUDING E.S. OF PLYWOOD JT ON DRAG STRUTS w/ 2 ROWS 10d 04"o/c EA. ROW STAGGERED). TYP. 24' 20' 1. CITY OF TUKWILA APPROVED MAY I 1995 AS NOf0D 9/ BUILDING DIVIISON 0 2 JOB NO: 94117 ENGINEER: M.A.N.. DRAWN: B.J.R. DATE: 1-13-95 SHEET N0: S1.3 505RP13 303'-0' O.A 3S'-01 46'-6 " 2x6DF120 2'-0"% W/ F2614 HGRS.. TYP. FOR PLYWOOD, SEE SHT. S1.31 MC 8x22:8 LEDGER NOTF: TRUSS MFR. PROVIDE SKEWED HGRS. 0 DING. WALL AS REQ D 2-3-95 6 x53i HB-410 HGR. TYP. 64x52/ A 0 C-3.2 F-3.2 _I NOTE: TRUSS MFR. DESIGN TOP CHORD FOR 2801# VERT. WIND LOAD (UPI OR DOWN) TYP.. 0 EA. BRACE 0 ALL SCREEN WALLS -- I� R ;j W li a 2-3-95 TYP. ERAMIN AT MECH. U PROVIDE 4x8 D.F.#2. 0 WALL BRACE, TYP. !:81 A-3.1 lt/f f _ x v_N � W — MECH. SCREEN WALL SHEET S5.1 BRACE PER SECT. A-5.1 o/c TYP 0 SCREEN WALLS. F-3.2- -. SIM.... 6ix421- C-3.2 THICKENED SPANDREL BELOW NOTE: TRUSS MFR. DESIGN FOR 40 PLF SCREEN WALL DL PLUS SNOW DRIFTING EA. SIDE AS SHOWN, TYP. (ALL AROUND) 45 PSF PSF 0 �� GLT-SERIES SKEWED HGR.-, 2'- 36'-d 64x162 30'-IQ' 30'-84 T-c„ J-3.2 D-3.7 I 5 GLB- 16'-6' PARTIAL ROOF FRAMING PLAN NOTES- 1--1 ,-0 1.) [.'- -] INDICATES TOP OF FRAMING. ELEVATION :(BOTTOM OF PLYWOOD)_: ABOVE DATUM.... 2.) < •- -> INDICATES TOP OF PARAPET ELEVATION ABOVE DATUM. 3CONTRACTOR AND TRUSS SUPPLIER TO VERIFY M/U WEIGHTS AND LOCATIONS. 4. TRUSS MFR DESIGN FOR 4 PSF NET UPLIFT ON TRUSSES 5.) TRUSS MFR. DESIGN FOR SCREEN WALL DL + SNOW DRIFT LOADS SHOWN ON PLAN: 9•-r 7 -r OUTSIDE OF INSIDE OF MECH. AREA MECH. AREA B-3.3 d OS OF TUKWILA APPROVED MAY 1 0 199 AS Nu BUILDING DIVISI ROOF FRAMING PLAN J CO CC Q 0 Tukwila, Washington JOB N0: 94117 ENGINEER:. M.N. DRAWN: B.J.R. DATE: 1-13-95 SHEET NO: - - S1. 4 505RP14 P.C. PNL. PER ELEVS. SIDEWALK PER ARCH. WHERE NOTED FIN. GRADE PER ARCH. CONT. FIG. BEYOND. EXTEND CONT. FTG. BARS THRU PAD FTGS. TYP. • (PER PLAN) CLR. I (/. �o: 11� 119. AN hI � PER PLAN SECTION A-2.1 6 14 SLAB DOWELS ill r-7 O24"o/c (MIN. 3 PER JAMB TYP. THRUOUT) 1 15 CONT. 7- —14 DOWELS O 24o/c i SLAB ON GRADE PER FDN. PLAN rF 9.5 COL PER t & PAD FTG_ PLAN •71 REINF. PER SCHEDULE 2-15 CONT. TOP & ROT_ 3/4 = 1 "-0 TYP. 4.1 i II" BRG. R w/ 4- i 1 A_ BOLTS (EMBED 6") T_S_ COL PER PLAN 2" CLR. SECTION E-2.1 MAXIMUM SPACING &=r LOCATION PER FDN. PLAN SLAB PER PLAN. =TJn11R11 =lllC FINISHED GRADE PER ARCH_ (PER PLAN) 2' DRYVIT FINISHED GRADE PER ARCH. 0'-0" (PER PLAN) NOTE: PAINT ALL STEEL EXPOSED TO EARTH w/ 3 COATS OF ASPHALTIC PAINT_ P.C. PANEL BEYOND 1 15 CONT. II=1 r, L II�JL If -11- 11 II=11 II=11' ' -' III=11 IT-11 it /4J O 24".MAX ;SPACING BALANCE OF INFORMATION) PER SECT. SECT. A-2.1i. 1 SECTION B-2.1 3/4 = 1'-0"- C.I.P. WALL PER PLAN & ELEV. ®5 1E o/cDWLS (EMBED 9 INTO WALL). TYP. ADDED SLAB REBAR WHERE NOTED ON PLAN. (4" o/c. SPCG.) FIG DWLS TO MATCH VERT. STL. PER ELEVS.. TYP. p. a- , o n 1 . IiG�IC11C SIZE PER PLAN F.O.W. D"- 5 PROVIDE %4 x 3'-6" 0 24"oc WHERE EXTERIOR SLAB OCCURS (1 T. & B.) C0 SLAB ON GRADE 1rE{ I SECTION C-2.1 = 1'-0 PER PLAN 2"DRYVIT, TYP. TYP_ ALL AROUND— — USE MIN. 6 x "6 W1.4 x W1.4:WWM. IN SIDEWALK, TIP (PER -PLAN) nvIrn - C.I.P. WALL PER PLAN & ELEV. SLIP JT_ PER ARCH. SIDEWALK PER ARCH. D'-D" TYP. 1" BRG. R w/ 4 - ry A. BOLTS 0R KWIK-BOLTS (EMBED 6") 3/4" NON -SHRINK LEVELING GROUT 7— F.O.C. T.S. COL. PER PLAN 24".SQUARE OR CIRCULAR CLOSURE AROUND COL. (PER PLAN) :.� 11—n�I!--u!n! NOTED ¢ LT, w=—ir�t-I-: o o I I 1. 11 I'ru� l Ib l 1i Il 1 0 : Fr . 9 • - r? I • -4-,' =1IHTIM - I l l--11� i SIZE PER PLAN REINF_ PER SCHEDULE : - REINF. PER SCHEDULE SECTION F-2.1 SECTION G-2.1 4B --- 2" x 1/8" SAWN JOINT NOTE: 1.) SEE ARCH_DTLS. FOR SPECIAL JOINT FINISH. 2.) SOIL SUBGRADE PER SOILS REPORT. JOINT (S.J.) 3/4" = 1'-0 - _ -0 13 MAXIMUM SPACING &--."i — 1/2"0 x 3'-0" PLAIN LOCATION PER FDN. j BAR 0 24"o/c CUT PLAN - / ONE END w/o FLARE & GREASE SAME END SLAB PER PLAN NSW ' 6 x 6 - W1.4/W1.4 W.W.M.. I CENTER IN SLAB 'l(' � • X ...r iQ NOTE: 1.) SEE ARCH. DTLS_ FOR SPECIAL JOINT FINISH.) 2.) SOIL SUBGRADE PER SOILS REPORT. CONSTRUCTION JOINT (CJ.) 3/4 = ;"=1"0 CLOSURE STRIP PER PLAN �4 x 3'-0" 0 18'o/c TYP., U.N.O. (NOTE: 1.) SEE ARCH DTLS. FOR SPECIAL -.JOINT FINISH. I �2. SOIL SUBGRADE PER SOILS REPORT. r F I�I�I�II i= CLOSURE STRIP JOINT (C.S.J.}! J,il�l�l Ic=i iN it l IA76I T.S. COL. & SPREAD FIG. yI l SIZE PER PLAN REINF. PER SCHEDULE: SECTION D-2.1 TRIPLE 6" x 14GA 3/4" = 1'-0" FOOTING SCHEDULE MARK SIZE - REINFORCING F4.0 4'-0" x 4'-0" x 1'-0" 4-;;15 E.W. BOTTOM F5.0 - 5'-0 z 5'-0" x 1'-0" 5-#5 E.W. BOTTOM F6.0. 6'-0" x 6'-0" x 1"-2" 6-//5 E.W. BOTTOM F7,0 7"-0 x T-0" x 1'-4" 8-/{5 E.W. BOTTOM F7.5 7'-6"' z 7-6" x 1'-5" 9-//5 E.W. BOTTOM FA. 4"-0" x 14'-0" x-1'-4" , -5-�/6 L.W. BDT. 5 012"o/c S.W. BOT. 3-$5 L.W. TOP. #4 012"o/c S.W. TOP. FB - 5'-0" x 19'-0" x 1'-6" 7-//7 L.W. BDT. //6 012"o/c S.W. BDT. 5- 6 L:W. TOP. 4 012"o/c S.W. TOP. FC 5'-0 x 24'-0" x 1'-6" 7- 6 L.W. BOT. #5 012"o/c S.W. BOT. 4- 5 L.W. TOP. #4 012"o/c S.W. TOP. FD ', 6'-0" x 29'-0" x 1'-9" - 10- 7 L.W. BOT. j/6 012"o/c S.W. BOT. 7- 5 L.W. TOP-#5 0 12"o/c S.W. TOP Cm OF TUKWILA APPROVED MAY 1 0 1995 AS NOLU BUILDING DIVISI FOUNDATION SECTIONS CIC W Act Tukwila, Washington JOB N0: 94117 ENGINEER: M.A.N. DRAWN: B.J.R. DATE: 1-13-95. SHEET N0: S 2.1 505FS21 PER PLAN M. ri" DRYVIT OVER GSB OVER 31" x 16 GA. STUDS 024"o/c, TYP. 21112 SCREWS. TYP. EMBED PER SECT. C-3.1 TYP. C.J.P. WALL PER PLAN L 4 3 x CONT. (LLH) NOTE" TRUSS MFR. W/6 x U1GS O 24 o/c DESIGN FOR 1000j VERT. TOT. LOAD & 1320# VERT. WINO LOAD DUE TO WALL, TYP. 2 ROWS —EA -ROW --(STAGGER} }x 10 HO Jc / 2 R W/ LB-210 4_4-0 x 12- LAGS INTO TOP CHORD 0 EA END STUD. TYP. 16 GA TOP TRACK 4" x-16GA SOFFIT JOISTS 0 24" o/c. SHEATHING PER ARCH. 5" x *" x 10' CONN_ R ♦ W/ 6- #12 SCREWS, O EA BRACE. 6" x STUDS 24'0 UNPUNCHED S % PLUS STUDS E.S OF - EA TRUSS, TYP. 14 GA CONT. BOT. TRACK (SPLICE ONLY 0 TRUSS, / F.O.S. TYP.) NOTE: TRUSS MFR. DESIGN FOR 1320# HORICOMPZ. &VERT. COMPONENTS DUE TO BRACES, TYP. 4-i 0 x 1 r LAGS 2 x 6 O INTO TOP CHORD 24" o/c, TYP. O FA BRACE, TYP. 5-2 SECTION A-3.1 Y = 1•-cr 10'1 TYP_ 4x10 gBOLTS 2" corny ES.. TYP. USE j"0 x 12" LAGS W/ 2 LAGS INTO BOT. CHORD & 1 LAG INTO EA WEB. TYP. 6" x 16 GA BRACE ES. OF EA TRUSS. TYP. (UNPUNCHED). CEILING PER ARCH. /0 STUD E.S. V 3 \OF EA TRUSS 2x10 w/ LB-210 HGR. 0 4x10, TYP. TYP. SOFFIT FRAMING OTI.S. PER SECT. A-3.1 BAL PER SECT. C-3.1 F.O.W. al a raL�_ EXTEND BRACE TO TOP CHORD PNL PT.. TYP. TRUSS 0 ��PER PLAN C. BM: 2 .x TO 0 24"o/c W/HU-210TF HGR. E.E., TYP. 2 -4"0 11" LAGS, TYP. 2-4 0 X 14 LAGS, TYP. e ie GLB 4"x16GA. UNPUNCHED BRACE 024"o/c GLB PER PLAN 2"x81" x 1'-0" DEEP BACK R PLAN E.S.\ TYP - - [PER PLAN] G1B PER PLAN i-," R E.S. w/4 -1"0 BOLTS w," TOP ROW O TOP OF 13 VERT. SLOTS 9" BRG. SEAT BRG. R "xEr w/2 -15 X 2'-0" VERT. 0 r1 & 2 -#5 X 2'-0' H. O3-GA. 1;AQ I91J SEcrioN BALANCE PER A-3,1 SECTION B-3.1 = 1'-0' 8"x4 x- 1'-0" DEEP R EA. SIDE ADJACENT TRUSS OR 4 x 10 STRUT PER PLAN 2 112 SCREWS. TYP. 3 g"x4" STIFF. R'S w/ 3 - 15.x2'-6"04"GA. C.I.P. - WALL 3 #3 C 0 3" o/c. 4X TOP - R W/ "s A.BOLT 0 24" o/c & 6" FROM EA.END. (EMBED -6"), TYP.— L 5 x 5 x i x 1'-0' CTR'D 0 EA TRUSS W/ 3- 40 x 7' VERT. W.H.S. 0 5" GA. & 2- 4 x 7' HORIZ. W.H.S. 0 6' GA. C.I.P. WALL PER PLAN 1" R E.S. w/2 -1"0 BOLTS PLAN] BOLTS- ` BRG. F.O.W. 1 5" EMBED PER SECT. E-3.1. (HOOK REBAR) — STUD PARAPET WALL SIM. TO SECT. A-3.1 w/ 6"x1+1Z LAGS 0 24"o/c. V 3 4S. R PER TRUSS MFR. 1" 3" STRAP E.S. W/ 2-00 BOLTS 50 a 2 MIN ADJACENT 4 x 10 STRUT WHERE NOTED PER PLAN & SECT. D-3.1, TYP, —V 14GA TRACK W/ KWIK-BOLTS 0 24" o/c MAX. & 6" FROM EA END. TYP.. 2" DRYVIf E.S., TYP. SECTION C-3.1 = J y i-- PLAN. C-3.31 12" C.I.P. WALL PER PLAN > // I '— GLB PER PLAN CONN. DTLS. PER SECT. C-3.3 SECTION F-3.1 " = 1,_0 TRUSS PER PLAN SOFFIT FRAMING OCCURS WHERE NOTED ON PLAN W/ TYP. SOFFIT DTLS PER SECT.-A-3.1 CITY OF TUKWIIA APPROVED MAY 10 1995, AS NOTED BUILDING DIVISION 8 H E.-, CD F4� 1x o Z� SNRRNIDNR ROOF FRAMING SECTIONS • F z �I 1 CCI W CIO CD Tukwila, Washington JOB NO: 94117 ENGINEER: MA.N. DRAWN: B.J.R. DATE: 1-13-95 SHEET N0: S3.1 505RS31 1�- a" R E.S. w/4 -1"0 BOLTS w/ TOP 2 BOLTS 0 TOP OF 2' VERT. SLOTTED HOLES <PER PLAN> [PER PLAN] 14x4-x; 0'-4" -W/ "0 KWIK- BOLT IN EA. ANGLE (EMBED 3i"). T.S. COL. rrE BM. & COL 1" TOP BRG. 6 PROVIDE (4) -HD-BA E.S. OF GLB AS SHOWN 1" BRG. R E.S. T.S. COL SECTION A-3.2 NOTCH GLB FOR LEDGER GLB PER P188 BRG R T.S. COL. PER PLAN SECTION E-3.2 i 2-3-95 M1T-288 W/ MIN_ 8-16d NAILS & r0 K8-11 KWIK-BOLTS (EMBED 4"). SIDE R"xl'-0 x 2'-0 w/6 -e 0x3" W.HS. 05 GA. HOW. & 8"GA VERT. END R 1x13-x 2'-0" (WELD TO SIDE It) w/5 -#5 x 2'-6" 05"GA. 2" DRYVIT, TYP. DAP. TOP It INTO GIB, TYP. " Ft ES. w/2 -1"* BOLTS a" R ES_ w/2 -1"0 BOLTS 1" BRG. R SIDE R'S & BRG. R SIM. TO SECT. F-3.1. TYP. T( BM. & COL SIMPSON MSTI-60 TIE STRAP 0 8'-EFo/c TYP. HGRS- PER MFR. TYP. PLAN> rx TOP It w/ 0 A. BOLTS " 48"oc (EMBED 5") h [PR PLAN) /4 CONT. TIED TO W.H.S., TYP. MC8 x 22.8 CONT. LEDGER w/ ALL SPLICES CTR'D. ON EMBEDS, TYP. NOTE. IF EMBED CHANNELS ARE MORE THAN 1'-0 OFF CT .FROM TRUSSES, PROVIDE 0 KWIK-BOLLSw/ W HERS. (EMBED 3g") ® 24"oc THRU MC8 LEDGER CTR'D. 2" FROM TOP. (PROVIDE 1"0 HOLES IN MC8 FOR THIS PURPOSE 0R FIELD DRILL WHERE NECESSARY AT C0NTRACT0R'S OPTION) L 10.S. OF d :F 4PLY"o/Wc O. J(STTAGGERED) E. i SECTION F-3.2 TYP GLB PER PLAN PLAN VIEW SECTION J-3.2 43 z 4 DF NAILER w/._ Z"0 BOLTS 0 4'- oc J 2-3-95 2 ROWS 10d ® roc EA_ ROW -(STAGGER) -LTT-208 AT EA. TRUSS w/ KBIT K�FIK-BOLT (EMBED.37") HGR. PER - TRUSS C12 x 30 x 1'-0 CTR'D. ON 9 TRUSS w/ 4-;"0 x 31" W.HS_ 0 9'GA. E.W. MAX_ MISAIJGNMENT TOLERANCE IS 1'-0" OFF CTR. FROM TRUSS, TYP. NOTE: PROVIDE ADDITIONAL EMBEDS MIDWAY BIM. TRUSSES,. TYP. 0 DIAGONAL WALL TRUSS PER PLAN V P. P.C. PNL SECTION -TRUSS PER PLAN -2 x. 6 E.S. OF TRUSS E.S. OF GLB (TRUSS NEAREST TO COL. LINE) w/ 8-16d;INTO TRUSS TYP. GLB B-3.2 r-19 0 4'-Doc w/ K811 I$WIK-BOLT BED 33") MSTA-36 STRAP 0 4'-0"oc ACROSS 1st TRUSS TYP.' (ALIGN w/ PERIIM. STRAPS) -2 x 6.0 24" o.c. - 4 x 4 NAILER PER SECT. B-3.2 -- L4 x 3 x 1 SL.L.V.) CONT. w/ 0 : x 37 W.H.S. 0 24"oc & 6" FROM PNL JT. SPLICES, TYP. P.C. PNL TRUSS PER PLAN PNL: JT. & SPLICE "iPLIxCE R 3" x 9" S TYP. SPLICE DTL. SECTION C-3.2 ADD 4x; E.S. w/ 2-1"0 BOLTS TYP. 1" BRG. RJ' II�/�� T.S. COL PER PLANS - " ADJACENT 4 x 10 - STRUT W/ CONN. PER <PER PLAN> SECT. D-3.1,TYP. EMBED PER SECT. C-3.1 ABOVE. CIP WALL 9 L 8 x 6.x x 1 •-4 W/ 4 #5 x 2'-6' 0 4" GA & 3-2-0 z 37" W.H.S. 81 5" GA. a" = 1,-0" 1,-0" [ PAR PLAN] ({V. TO ANG5L V ;V NOTCH DEEPER GLB UNDER SMALLER GLB OR PROVIDE VERT. GRAIN DE BLKG. HELD IN PLACE w/ A35, TYP. SECTION G-3.2 Q #5 H. x 6'-0" GAP HOLD TIGHT TO #15 VERT. —� L 8x4xi x 2'-8" (LL.V.) w/4 -#5 x. 2'-6" V. 818"GA. & 3-"0x34" W.H.S. 08'GA. /END R TO EMBED EA. SIDE R TO END R END R +"x6" DEEP x 1'-0" GLB PER PLAN - a" R .s. w/4 -t"0 BOLTS w/ TOP 2 BOLTS 0 TOP OF 2" VERT. SLOTTED HOLES 1" BRG. R CITY OF TUKWILA APPROVED 5- 2 JOB N0: 94117 ENGINEER: M.A.N. DRAWN: B.J.R. DATE: 1-13-95 SHEET N0: S32 505RS32 4 -/5 (2 E.F.) TOP STL: /5 VER 15H.x6-0 HOLD -TT IGHT TO . PLAN] - - - - _ - EMBED PER SECT. L-3.2 13 CLOSED TIES 111 I11 I 6 -14 CONT. (3 E.F.) 2 -95 CONT. 0 TOP & B0T OF THICKENED. PORTION - 12'-0 () GLB PER PLAN — 10d 04"% 2x3 NAILER w/ 1"0 A. BOLT 0244o/e & 6' FROM ENDS. TYP. GLB PER PLAN BUCKET CONN. PER SECT_ L-3.2 THICKENED CANTILEVERED P.C. SPANDREL PER PNL. ELEVS, SECTION A-3.3 7 R E.S. w/8 -1-0 BOLTS w TOP 2 ROWS 0 TOP OF 1," .VERT. SLOTTED HOLES _ i'-0 BRG. SEA! E.S> V BRG. x 1'-0 S0. w/2 161AH. x 2'2& 5 03"G 2 SECTION =1'-0 1'x8i x 1'-4 BACK Q 9' R ES. 4 -13 I Oro/c E-3.3 =V-0" } BRG. R BELOW. }' R E.S. SIM. TO SECT. F-3.1 w/2 -1-0 BOLTS GLB PER PLAN 2" DRYVIT TYP_ PLAIN P.C. SPANDREL PER ELEVS. <PER PLAN> EMBED PER SECT. J-3.2, 69CEPT USE " WIDE END SECTION B-3.3 4 -9"x49 STIFF. R'S w/4 -16 x 3'-0 0FtOFR C.I.P. SHEARWALL 9 = r-0 [PER.PLAN]- E.S. 7r" POCKET GLB PER PLAN }" R_ E.S. w/2 -1-0. BOLTS "x71" x 1'-0 R w/4 -#5 V. x 2'-0 06"GA. 2 4'. 21. H.x4'-0 TIGHT TO /5 V. }Y"BRG.R C.LP. WALL A o PER PLAN -1/ SECTION C-3.3 ER PLAN] PROVIDE DOUBLE NUT, EA, HOLDDOWN, TYP. SECTION D-3.3 " = 1'-0" SIMPSON HD -TIES E.S. OF EA. DRAG BM. E.S. OF MAIN BM. PER PLAN CITY OF TUKWILA APPROVED MAY 1 0 199 AS NOTED DIVISION W F 5 O z 5 z z h fl S?1 NIDN3 JOB NO: 94117 ENGINEER: MAN. DRAWN: B.J.R. DATE: 1-13-95 SHEET N0: S3.3 505RS33 2-#4. (1E.F.) TRIM STL TOP, BOT. do SIDES, TYP. U.N.O. t 2-3-95 REINF. PER E O PROVIDE DOWELS PER SHT. S2.1, TYR. EAST P.C. PANEL ELEVATIONS REINF. PER E O REINF. PER 3❑ BALANCE REINF. PER El 2 -#5 V. (1 E.F.) E.S. 2-3-95 MITER JT. MITER JT.. REINF. PER 111 I MITER •JT. REINF. PER a 12 EAST P.C. PANEL ELEVATIONS SOUTH P.C. PANEL ELEVATIONS q5-DDI3 PER PLAN [PER AN] 2" DRYVITd PLAN] �-- 2-#5 (1 E.F.)n 4Fi 0 12"o/c E.F. (HOOK ENDS). A-4.1 I:I I -A-4.1 ADD 3-#5 CONT. 0 DRAG EMBED, TYP. 2-15V (1 E.F.) EA. END 4-17 (2 E.F.) EA. END #5 V. El. 014'o/c MAX. SPCG. FIG. DOWELS TO MATCH VERTS, TYP_ PROVIDE TYP. MIN. LAP DIST. AS FOLLOWS: 2'-6- 0 (4 BARS 3'-O" 0 #/5 BARS 8-6 0 6 BARS 4'-1' 0 7 BARS. P. 12" C.I.P. '; SHORT SHEARWALL ELEV. = 1'-d r DRYVIT_ TYP. TLS P PLAN E.E. OF WALL 15'-0' TYP. 2-15 (1 E.F.) A-4.1 !I�� .... _ A-4.1 ADD 4-#6 CONT. 0 DRAG EMBED 0 GRIDS®&® ADD 3-15 CONT. REMAINDER OF EMBEDS, TYP... 2-#5V (1. E.F.) EA. END 4-17 (2 E.F.) EA. END #4 0 12"o/c E.W EA. FACE FTG. DOWELS TO. MATCH VERTS. TYP. PROVIDE TYP. MIN. LAP DIST. AS FOLLOWS:.'.. 2'-6' 0 4 BARS 3'-0' 0 5 BARS 3'-6" 0 BARS 4'-0" 0 7 BARS TYP. 12" C.1.P. LONG SHEARWALL ELEV. S = 1.-o REINF. E.F. PER ELEVS. P.C. PNL. PER ELEVS. 4 -#5 x 15'-0" TOP STL. BALANCE REINF. PER 2•-0" THICKENED JAMB PLAN SECTION B-4.1 2'-0" 8"x2'-0" PILASTER w/6 -#5 V. (3 E.F.) — 6 -#5 V. (3 E.F.) P.C. PNL. = BENT R 8"4"x6" DEEP w/2 -#5 x 2'-0" ®4"GA NOTE: USE.. EMBED FOR PANEL ALIGNMENT. WHERE NO ADJUSTMENT IS NECESSARY. ADO NOT WELD. B-3.3 CITY OF TUKWILA APPROVED MAY AS NOTED BUILDING DIVISION D 5 d z JOB NO: 94117 ENGINEER: MAN. DRAWN: B.J.R. DATE: 1-13-95 SHEET N0: S4.1 505EL41 4x18GA. TRACK (3 PLCS) 7YP. SHEATH PER.,ARCH. TYP. 4x18GA. STUDS 024.o/c TYP. (2) 4x18GA. STUD HDR., TYP. [PER PLAN] 4x16GA. x3i" TRACK, TYP, TRUSS MFR. DESIGN FOR SCREEN WALL LOADS SHOWN ON PLAN, TYP_ o: 2 j10 SCREWS E.S. TYP. (2) 4x18GA BRACES 0B'-0'o/c (ES. OF E4. POST) TYP_ NOTE: TRUSS MFR. DESIGN TOP CHORD FOR 2601 WIND LOAD (UP 0R DOWN) 0 EA. BRACE. TYP. DBL 4x16GA. POST O8'-Ol'o/c (0 EA. TRUSS) TYP.,-.7 31 4x10 x 1'-D' MIN. BLOCK 0 EA. BOST & BRACE w/2 - 0xY LAGS OGGA O rt TYP_ E. '-12 ROOF TRUSS PER PLAN L 2x2x12GA. x 3" 4800 82 -,10 Sc.REWS 2 -4'0 x 1 g" LAGS INTO 4x10, TYP. ABSREVIATIONS ARCH. = ARCHITECT B. 0R BOT. = BOTTOM BTWN. = BETWEEN BLDG. = BUILDING C.I.P. = CAST IN PLACE CLR. = CLEAR CNTR. = CENTER CON. = CONCRETE CONT. = CONTINUOUS CONTR. = CONTRACTOR DIA. = DIAMETER EA. = EACH EL. 0R ELEV. = ELEVATION E.N.W. OR ENW = ENGINEERS NORTHWEST E.F. = EACH FACE E.W. = EACH WAY F.O.C. = FACE OF CONCRETE F.O.S. = FACE OF STUD F.O.W. = FACE OF WALL FIG. = FOOTING H. OR HORIZ. = HORIZONTAL I.F. = INSIDE FACE INC. = INCLUDING KB = KWIK BOLT DTL. a-1 11-=1 •-0= DTL. a-2 2" ANGLE LAG 1 }" rL LAGS DTL. a-3 M.R_S N.F. N.T.S. 0.F. OPNG. 0.7.0. PNL. REINF. R.O. SW SIM_ SYMM. T. T.O.F. T.S. TYP. U.N.D. V. OR VERT. V.I.F. V.O.F. W/ j10 SCREW ES. 0 TOP & BOT_ TRACK, /10 SCREWS 012"o/c TYP. • L 2x2x12GA. x 3 ' E.S. w/2 -j10 SCRE INTO POST & HDR, TYP_ 4x10 BLK. METAL ROOF SUPPLIER = NEAR • = NOT TO SCALE = OUTSIDE FACE =OPENING = OUT TO OUT. = PANEL REINFORCING ROUGH OPENING = SHEARWALL = SIMILAR = SYMMETRICAL. = TOP = TOP OF FOOTING = TUBE STEEL = TYPICAL. AT ALL SIMILAR PLACES = UNLESS NOTED OTHERWISE VERTICAL-. VERTICAL INSIDE = VERTICAL OUTSIDE FACE =,WITH LIGKT GAGE STEEL FRAINNG . AS NOTED ON PLANS. 14 & 16 GAGE SHALL CONFORM TO ASTM 446: GRADE D. 18 GAGE & _".LIGHTER -SHALL CONFORM TOASTM 446. GRADE A. LIGHT GAGE FRAMING TO HAVE THE. FOLLOWING MINIMUM .PROPERTIES: CALLOUT SIZE - GAGE I[(IN4) S(IN3) . A(IN2) ry(IN) 6X16" 6X1-5/8 -16. 2.789-.0.930 0:460 - 0.559 4X16 4X1-5/8 . 16 1_071 0.535 0.348 0.590 3-1/2X 16 3-1/2X1-5/8 '16. 0.785 0.449 0.320 0.597 PROVIDEBRIDGINGPER MANUFACTURER'S STANDARDS: TIMER 2X(S45) ROOF STIFFEPERS__.-•-......... :D.F_ 02 '4X.,..._:__R00F PURLINS_(ROUGH) D F 61 4X -PLATES, BLOCKING &. LEDGERS ...__D.F. 02 LUMBER NOT NOTED TO BE - - D_F. 02 ALL LUMBER SHALL CONFORM TO."WWPA GRADING RULES FOR WESTERN LUMBER --LATEST EDITION' AM) -EACH PIECE SHALL 901941 A VALID GRADE STAMP THAT IS NOT TO BE REMOVED FROM THE ,STRUCTURAL MEMBER. BOLT HEADS AND NUTS BEARING AGAINST WOOD SHALL BE PROVIDED WITH STANDARD CUT WASHERS:. ALL WOOD .IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. ALL NAILS TO BE COMMON NAILS. UNLESS INDICATED OTHERWISE. NO SUBSTITUTION OF OTHER SPECIES FOR DOUGLAS"FIR ALLOWED. GLU-LAMINATED WOOD MEMBERS GLU-LAMINATED:W000 BEAMS. SOUTHERN PINE CONFORMING WITH ANSI/AITC A190.1 - 'AIERICAN NATIONAL STANDARD FOR WOOD PRODUCTS-STRUCTURAL-GLUEDLAMINATED TIMBER" AND AITC 117-85 DESIGN AND MANUFACTURING. -USE COMBINATION24F-V3 (SP/SP) Fb=2400"PSI FOR SIMPLE SPAN BEAMS AND COMBINATION 24F-V5 (SP/SP) Fb=2400 PSI FOR CANTILEVERED BEAMS_ BOTTOM LAM TO HE FREE OF UNSOUND KNOTS LARGER THAN 1/2' DIAMETER. -MATERIAL MUST BEOBTAINED FROM AN APPROVED FABRICATOR. ALL GLU-LAM BEAMSSHALLFITSNUG AND TIGHT IN THEIR CONNECTIONS AND DEVELOP FULL BEARING AS INDICATED.' PROVIDE AITC OR APA-EWS-STAMP ON EACH MEMBER AND SUBMIT AITC CERTIFICATE. ADHESIVE TO BE 'WET USE". -INDUSTRIAL APPEARANCE GRADE. PLYWOOD ALL PLYWOOD TO CONFORM WITH U.S. PRODUCT STANDARD PS 1-83 AND AMERICAN PLYWOOD ASSOCIATION:(APA)•- TYPICAL ROOF SHEATHING ....__._...5/8' CDX 32/16 ALL NAILS 10d COMMON (9 GAUGE, .148' DIAMETER) WITH 1-5/8" MINIMUM PENETRATION. SPACE AS SHOWN ON PLANS_ WINDOW WALLS WINDOW WALL SHOP DRAWINGS WITH CALCULATIONS, ALL STAMPED AND SIGNED BY A LICENSED WASHINGTON STATE STRUCTURAL ENGINEER, SHALL BE SUBMITTED TO ARCHITECT FOR REVIEWPRIOR TO FABRICATION.. SHOP DRAWINGS SHALLSHOWALL ADDITIONAL FRAMING. BRACING,. CONNECTIONS, ETC:, -REQUIRED FOR.WINDOW WALL SUPPORT. A LETTER SHALL BESENTTO: THE CITY FROM ENGINEERS,NORTHWEST STATING THAT THE SHOP DRAWINGS.. AND CALCU.ATIONS:FOR THE WINDOW WALLS HAVE BEEN REVIEWED AND ARE • COMPATIBLE WITH THE-BASICSTRUCTURE. SUSPENDED CEILINGS CEILING SYSTEMS "AND THEIR CONNECTIONS TO. THE BUILDING STRUCTURE .SHALL BE. DESIGNED :AND CONSTRUCTED -TO RESIST THE LATERAL FORCES SPECIFIED IN CHAPTER 23 OF THE UNIFORM/ BUILDING CODE:. INSPECTIONS INSPECTIONS. ARE TO BE. PER UBC SECTION 306-.AND ARE TO BE BY AN INDEPENDENT TESTINGLAB-APPROVED.PRIORTOSTARTINGCONSTRUCTION BYTHE-BUILDING DEPT. AND THE ENGINEER. -' INSPECT FOOTING EXCAVATIONS AND: PROVIDE COMPACTION TESTS AS NOTED ABOVE_ CONCRETE:. TAKE CONCRETE CYLINDERS AS REQUIRED, VERIFY SLUMP AND STRENGTH: -.REINFORCING. - VERIFYALLREINFORCING IS PLACED IN ACCORDANCE WITH APPROVED " PLANS_ CHECK. FOR REQUIRED COVER, SIZE AND GRADE. CONC.: ANCHORS:- ALL FIELD INSTALLATION OF CONC. ANCHORS IS TO BE 11,1 ACCORDANCE WITH ICBO AND IS TO BE CONTINUOUSLY INSPECTED. ,CONTRACTOR'1S TOHAVE-A COPY OF ICB0 EVALUATION REPORT ON _ SITE FOR CONC. ANCHORS USED. - ROOF: CALL BLDG. DEPT. AND ENGINEER FOR 4941480 REVIEW PRIOR TO ROOFING....- , WELDING: - INSPECT ALL FIELD WELDING., VERIFY CERTIFICATION. OF WELDERS. :.CONTRACTOR SHALL PAY FOR REWELDING AND REINSPECTION OF ALL - WELDS: - NOT MEETING SPECS_ INSPECTOR SHALL NOTIFY STRUCTURAL.. ENGINEER OF -WELDS NOT MEETING SPECS. SHOP DRAWINGS SUBMIT 2 SETS 011 PRINTS AND 1 SET OF REPRODUCIBLE SEPIAS OF SHOP DRAWINGS TO ENGINEER FOR REVIEW AFTER.CONTRACTOR:HAS REVIEWED•& STAMPED FOR COMPLIANCE 9440 PRIOR TO FABRICATION FOR:GLU-LAMS.-STRUCTURAL STEEL, MISCELLANEOUS STEEL, REINFORCING -STEEL AND TRUSSES_ SPECIAL' CONDITIONS CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD AND SHALL PROVIDE ADEQUATE SHORING AND BRACING OF ALL STRUCTURAL MEMBERS DURING CONSTRUCTION. CONTRACTOR SHALL NOTIFY ENGINEER OF ALL FIELD CHANGES PRIOR TO INSTALLATION_ NOTE TO MECHANICAL' AND ELECTRICAL TRADES CONTRACTOR SHALL SUBMIT. PLANS SHOWING LOCATION..LOADAND.ANCHORAGE OF ALL "HANGERS: SUPPORTING ANY -MECHANICAL; ELECTRICAL, PLUMBING OR -SPRINKLER LOADS IN EXCESS OF 50 POUNDS:, ANY ROOF MOUNTED EQUIPMENT SHALL. BE INCLUDED 1N THESE PLANS AND SHALL SHOW LOADSAND-LOCATIONS: THESE SHALL BE SUBMITTED TO ENGINEERS • NORTHWESTFOR APPROVAL .PRIOR T0 INSTALLATION OF ANYOFTHIS EQUIPMENT: ALL DETAILS OF CONNECTIONSTO -THE STRUCTURE FOREQUIPMENTSHALL BE BY THE SUPPLIER OF THAT -EQUIPMENT. IF THE BUILDING DEPARTMENT REQUIRES' A. SUBMITTAL REGARDING THE DESIGN OF THESE -DETAILS. -IT. -WILL BE THE RESPONSIBILITY OF THE EQUIPMENT SUPPLIER -TO PROVIDE TI-LIS SUBMITTAL... - PRECAST PANEL NOTES 1 PANEL ELEVATIONS. SHOW INSIDE FACE-- 2. CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD PRIOR TO FORMING PANELS. 3. PROVIDE ADDITIONAL HORIZONTAL REINFORCING PER PANEL ELEVATIONS AT OPENINGS WITHHORIZONTALTRIM BARS EXTENDING 2'-0"-BEYOND EDGE OF OPENINGS.. VERTICAL.TRIMBARSTO-RUNFULLLENGTH. • 4 PANEL LIFTING STRESSES ARE TO BE CHECKED BY THE CONTRACTOR WHO SHALL PROVIDE REINFORCING STEEL -AS"REQUIRED FOR HANDLING AND ERECTION. USE STRONGBACKS AS REQUIRED AT EXCESSIVE PANEL OPENINGS. -5 PROVIDE 3/4" CHAMFER AT ALL EXPOSED CORNERS UNLESS OTHERWISE INDICATED ON ARCHITECTURAL DRAWINGS. 6. PROVIDE 3 COATS ASPHALTIC PAINT OR A.3" MINIMUM CONCRETE COVER AT ALL CONNECTIONS EXPOSED TO EARTH OR WEATHER. 7. PROVIDE 3/4" NON -SHRINK GROUT BETWEEN BOTTOM OF PRECAST PANELS AND TOPS OF FOOTINGS. B. MAXIMUM -DEPTH OF REVEAL STRIPS TO-BE-3/4". SEE ARCHITECTURAL DRAWINGS FOR LOCATION. VERIFY. ALL PANEL THICKNESSES WITH ARCHITECTURAL DRAWINGS. 9. PANELCONNECTIONSFOUND ON SHEET S-4.1. 10. PROVIDE 1/2 CLEARANCE BETWEEN PRECAST ELEMENTS UNLESS NOTED OTHERWISE. 11. SHOP DRILL (1/4'-DIAMETER) AIRRELEASE HOLES IN-EMBEDMENTS.AT6" o/c AS REQUIRED 1N ORDER IQ DISPLACEANYVOIDS IN FORMWORK.- 12. REMOVE ALL WELD SLAG AROUND EMBEDMENTS EXPOSED TO.WEATHER AND SAND -BLAST. PROMPTLY PAINT. WITH 2 COATS OF RUST INHIBITING PRIMER PRIOR TO FINAL PAINTING. - 13. TYPICAL PANEL TO BE 5-1/2" THICK UNLESS NOTED OTHERWISE.- PLACE VERTICAL.. REINFORCING AT CENTERLINE OF PANEL UNLESS NOTED OTHERWISE. WHERE REINFORCING STEELIS -NOTED AS E.F.:(EACH .FACE), PLACE 3/4 CLEAR TO INSIDE FACE AND 1-1/2" CLEAR -TO OUTSIDE FACE. D0 NOT SIMPLY TIE E.F. BARS TO CENTER REINFORCING. GENERAL NOTE THE FOLLOWING NOTES APPLY UNLESS NOTED OTHERWISE - CODE: UNIFORM BUILDING CODE -- 1991 EDITION - ASTM'SLATEST EDITION LIME LOADS ROOF.....25.PSF WIND.....80 MPH, EXPOSURE B - - SEISMIC ZONE 3 V = ZIC W/RW = 0,3=1.X2.75 W/6 = 0.1375N FOUNDATION THE FOUNDATION WAS DESIGNED WITH AN ALLOWABLE SOIL BEARING CAPACITY OF 2000 NSF, IN ACCORDANCE WITH SOILS REPORT-0794-004-R01 DATED -10-20-94-PREPARED BY GEO ENGINEERS), INC. THE SITE SHALL BE PREPARED PER SOILS ENGINEER RECOMMENDATIONS_ ALL FOOTINGS AND SLABS SHALL BEAR ON PROPERLY PREPARED NATIVE SOILS OR ON COMPACTED STRUCTURAL FILL, SEE -SOILS' REPORT. ALL STRUCTURAL FILLAND-BACKFILL TO BECOMPACTEDPER SOILS ENGINEER RECOMMENDATIONS THE MAXIMUM DENSITY SHALL BE • DETERMINED BY ASTM D 1557. ALL FOOTINGS TO BE FOUNDED 18" MIN, BELOW FINAL GRADE. SEE ARCH. AND SOILS REPORT FOR SLAB ONGRADE UNDERLAYMENT: SLABS ON GRADE THE SLAB ON GRADE FOR THIS PROJECT IS TYPICAL OF OTHER BUILDINGS WITH SIMILAR FLOOR LOADING AND SOIL CONDITIONS CONSTRUCTED.IN,THIS AREA. THE SLAB HAS NOT BEEN DESIGNED FOR ANY SPECIFIC.LIVE LOAD (INCLUDING CONSTRUCTION LOADS) AND HAS BEEN'DETAILED TO MEET LOCAL INDUSTRY STANDARDS FOR SIMILAR BUILDINGS. THE OWNER OR HIS REPRESENTATIVEHIAVINGREVIEWED -THESE DRAWINGS PRIOR TO START OF CONSTRUCTION IS AWARE OF THE PROBLEMS WHICH MAY ARISE WITH THESE SLABS AND ACCEPTS THE RESPONSIBILITY THERE OF. THE CONTRACTOR SHALL REVIEW WITH THE SOILS ENGINEER THE CONSTRUCTION LOADING OF THE SLAB AND SOILS BELOW. HE SHALL TAKE THE NECESSARY MEASURES TO INSURE THAT THE SLAB AND SOILS BELOW WILL NOT BEEFFECTED OR DAMAGED BY THE CONSTRUCTION LOADING, • CONCRETE F'c 4500 PSI FOR C.I.P. SHEARWALLS, AND F'c = 3000 PSI FOR SLABS ON GRADE, FOOTINGS AND ALL OTHERS. ULTIMATE STRENGTH DESIGN METHOD 05001. MIS INC AND PLACING OF ALL CONCRETE AND SELECTION OF MATERIALS SHALL. BE IN ACCORDANCE WITH THE UBC AND ACI CODE 318. PROPORTIONING OF AGGREGATE TO CEMENT SHALL BE SUCH AS TO PRODUCE A DENSE WORKABLE MIX WITH 4" MAXIMUM SLUMP WHICH CAN. BE PLACED WITHOUT SEGREGATION OR EXCESS FREE SURFACE WATER. FOR ADMIXTURES, SEE SPECIFICATIONS. 3/4" CHAMFER ALL EXPOSED EDGES,UNLESS INDICATED OTHERWISE ON ARCHITECTURAL DRAWINGS. WATER CURING SHALL BE USED. AIR ENTRAIN ALL CONCRETE EXPOSED TO WEATHER. WITH 3% TO 6%AIR BY VOLUME. LIMIT'WATER CEMENT RATIO TO 0.45 AND USE TYPE V CEMENT WHERE SOILS "WATER SOLUBLE SULFATE EXCEEDS 0.20 PERCENT BY WT. ADD' NO WATER TO CONCRETE AT SITE IF INCREASED WORKABILITY IS REQUIRED. CONTRACTOR TO SUBMIT A MIX DESIGN: THAT WILL ALLOW THE ADDITION OF A FIXED AMOUNT WATER. REDUCING AGENT OR A FIXED AMOUNT OF-SUPERPLASTICIZERAT THE SITE. PRECAST WALLS PRECAST PANEL LIFTING STRESSES ARE TOBE.CHECKED .BY THE CONTRACTOR FOR ADEQUATE REINFORCING STEEL, AS REQUIRED BY THECONTRACTOR'S-METHOD OF HANDLING AND ERECTION OF PRECAST PANELS. SHALL BE PROVIDED BY THE CONTRACTOR. USE STRONG BACKS-ASREQUIRED AT EXCESSIVE PANEL OPENINGS. ' CONTINUOUS GROUT BETWEEN PANELS AND FOOTING SHALL BE.A NON -SHRINK TYPE. GROUT. REINFORCING STEEL ALL CONCRETE REINFORCING STEEL SHALL BE DEFORMED PER ASTM-A615-78, GRADE 60 (fy=60,000 psi) LAP CONTINUOUS'. REINFORCING BARS 30 BAR DIAMETERS, '1'-7" MINIMUM UNLESS NOTED OTHERWISE. CORNER BARS(1'-7". BEND) WILL BE PROVIDED FOR ALL HORIZONTAL REINFORCEMENT. DETAIL STEEL IN ACCORDANCE WITH "ACI MANUAL OF STANDARD PRACTICE 04 DETAILING REINFORCED CONCRETE STRUCTURES". WELDED WIRE FABRIC.(WWF) TOCONFORM -WITH ASTM A185. REINFORCING HOOKS TO COMPLY WITH STANDARD ACI HOOKS... COVER TO MAIN REINFORCEMENT TO BE: BOTTOM OF FOOTINGS 3 INCHES - FORMED SURFACES.. WEATHER & EARTH FACE 1-1/2 INCHES ..INTERIOR FACE 3/4 INCHES. REINFORCING STEEL WELDING USE ASTM A706 GRADE 60 (fy = 60,000 PSI) FOR ANY REINFORCING THAT IS TO BE WELDED. FOLLOW PROCEDURES OF ANSI/AWS D1.4-92, "STRUCTURAL WELDING CODE - REINFORCING STEEL. USE E 80XX LOW HYDROGEN ELECTRODES CONFORMING TO ANSI/AWS A5.1 OR A5.5. D0 NOT WELD REINFORCING IF TEMPERATURE IS BELOW 32 DEGREES FAHRENHEIT. MAINTAIN A MINIMUM PREHEAT AND INTERPASS TEMPERATURE OF 50 DEGREES FAHRENHEIT FOR N0. 7 THROUGH N0.11 BARS. DO NOT. WELD NO. 14 AND N0.18 BARS. DO NOT WELD WITHIN 3-INCHES OF BENDS. LET BARS COOL NATURALLY TO AMBIENT TEMPERATURE AFTER WELDING; DO NOT QUENCH. USE WABO CERTIFIED WELDERS PROVIDE SPECIAL INSPECTION PER CODE. SUBMIT MILL CERTIFICATES. STRUCTURAL STEEL ALL WORK IN ACCORDANCE WITH "AISC SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS" , AND THE ."CODE OF STANDARD PRACTICE". STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING STANDARDS: STRUCTURAL STEEL ASTM A-36 (Fy=36,000 PSI) TUBE SHAPES ASTM-A-500, GRADE B (Fy=46,000 PSI) PIPE SHAPES ASTM .A-53,TYPE FOR S, GRADE B (Fy=35,000 PSI) WELDHEAD STUDS ASTM A-108 - (Fy=50,000 PSI) ANCHOR BOLTS ASTM A-307 MACHINE BOLTS ASTM'A-307 PROVIDE MINIMUM EMBEDMENT FOR ANCHOR BOLTS PER UBC TABLE 26E FOR CONCRETE AND UBC TABLE 24M FOR MASONRY. ALL WELDING TO CONFORM WITH AWS D1.1 "STRUCTURAL WELDING CODE - STEEL". WELDS NOT SPECIFIED SHALL BE 1/4".CONTINUOUS FILLET MINIMUM. ALL WELDS BY WABO CERTIFIED WELDERS. USE FRESH 70XX ELECTRODES FOR MANUAL SHIELDED METAL -ARC WELDING OR EQUAL ELECTRODES FOR OTHER WELDING PROCESSES. WELDHEAD STUDS (WHS) ARE TO BE MACHINE WELDED WITH PROPER EQUIPMENT AS REQUIRED BY MANUFACTURER. CONCRETEEXPANSIONANCHORS - "HILT! KWIK BOLTS" - INSTALL IN ACCORDANCE WITH ICB0 REPORT NO.4627 . MASONRY ANCHORS - "HILT! SLEEVE ANCHORS" - INSTALL IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. COORDINATE WORK WITH JOIST MANUFACTURER. SEE SPECIFICATIONS FOR ITEMS TO BE GALVANIZED. METAL GUSSET WOOD TRUSSES DESIGN FOR DEAD LOADS AND LIVE LOADS INDICATED ON PLANS. ACCOUNT FOR WIND UPLIFT AS REQUIRED BY CODE. ACCOUNT FOR HORIZONTAL WIND OR SEISMIC REACTION FROM THE WALLS TO THE TRUSS CHORD INDICATED ON SECTIONS. VERIFY SIZE AND LOCATION OF ALL LOADS DUE TO MECHANICAL, ELECTRICAL, PLUMBING AND SPRINKLERS. SEE PLANS FOR SPECIAL ADDED LOADS SUCH AS CATWALKS, FOLDING DOORS, ETC. SECTIONS AND DETAILS ON PLANS INDICATE ONLY THE OUTLINE OF THE TRUSSES. MANUFACTURER SHALL SELECT THE CONFIGURATION OF WEB AND CHORD MEMBERS TO PROPERLY CARRY THE REQUIRED LOADS. DESIGN & FABRICATION: 1) TRUSSES TO BE DESIGNED AND FABRICATED 1N ACCORDANCE WITH 1991 UBC STANDARD 25.17 PART V1. 2) ALL LUMBER TO BE KILN DRIED (MAX_ 19% MC). ALL MEMBERS MUST BE D.F. TRUSS FABRICATOR SHALL: 1) HAVE AT LEAST FIVE YEARS EXPERIENCE IN COMMERCIAL TRUSS FABRICATION. 2) PROVIDE, UPON REQUEST. INDEPENDENTLY CERTIFIED. FULL SCALE LOAD TEST RESULTS, RUN BY AN INDEPENDENT TEST LAB ON SIMILAR TRUSSES AND IN ACCORDANCE WITH UBC STANDARD SECTION 25.1741. - 'PLATEMANUFACTURER SHALL: 1) BE A MEMBER OF THE TRUSS PLATE INSTITUTE (TPI). 2) HAVE ACURRENT ICBO REPORT FOR METAL GUSSET PLATES USED. SHOP DRAWINGS: 1) ALL PLANS AND CALCULATIONS MUST BE STAMPED BY ONE QUALIFIED "ENGINEER, LICENSED IN THE STATE IN WHICH THE PROJECT IS TO BE BUILT. 2) INCLUDE TRUSS CALCULATIONS, LAYOUT AND PLACEMENT PLANS. INDICATE ALL. BRIDGING, BLOCKING AND BRACING. 3) SHOW ALL BEARING AREA CONDITIONS INCLUDING ADDITIONAL BEARING CLIPS TO ENSURE ADEQUATE BEARING AND WHATEVER ELSE .DEEMED .NECESSARY BY THE TRUSS ENGINEER. 4) SHOP DRAWINGS TO BE PREPARED UNDER THE DIRECT SUPERVISION OF THE TRUSS ENGINEER. INSPECTIONS: _ 1) PER SECTION 25.17440F STANDARD. 2) THE TRUSS ENGINEER 0R HIS AGENT IS TO VISIT THE SITE TO VERIFY THAT TRUSSES HAVE BEEN FABRICATED AND INSTALLED IN ACCORDANCE.WITH -THE TRUSS ENGINEER'S DESIGN. THE TRUSS ENGINEER OR HIS AGENT SHALL ALSO VERIFY THAT MECHANICAL. ELECTRICAL, PLUMBING & SPRINKLERS HAVE BEEN PLACED IN ACCORDANCE WITH HIS DESIGN PARAMETERS. THE TRUSS ENGINEER SHALL THEN SUBMIT LETTER TO THE ARCHITECT. BUILDING DEPT. AND ENGINEER CERTIFYING THAT. THIg'VNIRPrTAIIQk1 HAS OCCURRED AND THAT ALL OF THE ABOVE REQUIREMENTS WERE MET.. APPROVED MAY 1 0 199 AS NOTED rn GENERAL NOTE w i O (n U CIC LiJ oat cp Tukwila, Washington JOB NO: 94117 ENGINEER: M.A.N. DRAWN: B.J.R. .. DATE: 1-13-95 SHEET N0: S5.1 505GEN51,