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(% / - I �IFIL ! 11.7 O1V f) '�' IIOJPr `- •.0:r'V �..1.1Via• I♦ IC• 4 9y) • -� I + 1.r1 • ') li �9.,•, - A1.11 • •► ^ \ , iir 1 n' kit' r ' '1 ,I , II � .� G �. -j 1 ---fF + _ -` , A ♦ AU^1V�4 /A.� ♦ 'AM Aral �+ �v '41- L .. + a +.•O�i 4 P �.• 4•S q,,l a c, 10 �1 •a/T•FArSt I OA I-O t. • 1 . Ej '' r, trl1 1 9 I r /� O R/,•/ �,• ,� GENERAL NOTES A� • TN.)&Jahr. --� :' f^ t IX ► �_M It G+.. p•I rca1•ra M. (b•ii 44 I) Auidluig consimction consists of open steel joist construction with wood •,r A.- n.- .. . . , • - r,` ,.4 „•141 c..T•• D decking ,• a, •+! n I r A•:; I"S If'e R -�`�.T' �� n 2) Building is Ordinary Group II hazard Splulkler heads ate to be spaced a A • - •-•••••• ':' 1_..,<. .,.0 4� 9c•sMt^ ri1 ..004,0 KO wi•ST p _3]•N(^ /A ,_, 1+,,y y ,�( maximum 130 a ft u, . JyI 1 �tl IL7 C`0 IL.. b'ti► q 41 -1 - �a 11 ,E ., 0 + . 1', Ido not h•r,s i.i•)e from 2x4 ceiling joists or lilfte'S per S lrc111CAtti-ms ir�� to * I. ary.et. .. A err , I.`'.: 4) ,1l1 piping is to 1)e as follows �N� VS '; ( \I All grooved piping is to be Allied Beck Sch 10 ..�...� --,,+ 4 .. 4 -,.i....Li /%'�J I H) All Iclewecl p,ptng is to be Aihed L�Inck tick 4(i c..•.,, . \ S ,SII ginule(i couplings are to he n.1Qlc1 type a741)4 typ, u O.n. 1 "��` I (1(1h(Iy,4;r I,recing shall be proSld(d .n nccOrdmce with N.V P A 13 +, p1�,` �R pN,, �� \ �. s0. .1-/, ,1 ) t �sTA �17t� i''� NN d r / • r/ E (,.•.r.,, ow h •ir!ti]l•►1� ✓f!: ----.,,,, 2 1 3 _...._._...._.L.............2_._.., 2 1 8 7 i , 9 10 11 12 I 3 •••, ,..,,,,.. j I 4., ilm.,... 8.......,_ s I AADANO 14# -1‘111 ) 2 ) / a. 1 5 1 6 I • 1,,s4 T••••••94•.•• I. al•••••11 , x V Wit' uoltiiiiitinid viol* Tr 4 4,444 obi Aid A411.4 04114c 1 0. 14 4. if , it I ............... ._ .. ......_.....41 ) 1-)_ _ . _ .__ ._ _- 1 1 A , •arteia T. -I .-- ___ . - .. -- - --- • - .1,,_ •Net r- , . ,..I . . .-,.. _ .1 ._ ... _ I. --_, 1 1 i .1 . .. . __.....J I iyo . . • „........,•„ 1 . .j, \, 7., . _.. 1/41.1144, • • / • 0 / 'I I 111%.\• 0 0 f • Jae • 411.14• . • • • • • • • • ; 1 I ,II • 41 • ' 1CM• NO f ''! f f1 I f f f, Iff- .111.44 Slit ,-5._ - -- r-t • • . -- _ - ,--- .-:,,__ , ,rt. if, t; ,.._ .t , ; ; tt t f 1 f I.- f I 1 f ,i,.), ! t• f L.) .. 1 i 1 • 1 1 1 1 ,-- , 1 i . • - • • 1• Ty- ,--- . : ._, .. ! • • •--- i 1 - -- . 1 i.i.,) - ..,, 1 . , i.'r.i . 0 .. 1 -i • 1 N , I 1 • • r ... 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'.__._4 . 0 Ti• ' - .4,,,i: .71 ,,,, 5 1 u ,' �_ __ ::� C71,I ►N N I 1 0: • 11 _ I ;; ' -a ( (- - -- 111111.11,1111111*"‘Imminumw - `� ------� r ' 1 �+i v:•.., ,}• {� i ' r./•ti ( Ili i C 0v+)1.1( ; �_� ' C'—'11 ---1 _�_ - - Oft -'R - .- CA al LI , c_yz _. v C 1/4 • bo of II. MI 10, wil :fie •_i• - - — - R_ = • A% fo 41 ^, A r r .h Q P1L? Wia..) , ,.„. ,„.-, s,„i . _. -- � SJI / 2 - JtJ •, -3Li '•.‘•';1•.1' Ali' IIWV P I:1. , . 1 — Ti _jc,, .: ( , c„►1 1 C 1 ..... . .. .........____ • ______ .............. ... _ ___ .. .........._. 1 T ---- FLOORj __________ ,__,___,______,__._. ,__,____._.________......__. ......._.. ;, 1 0 ... itilv II' tlrr , „11th r• ;rlrl)r.rr •• I II',rir I tlr.rn Ilia rlrl, unlr�nl, tI, r11ii nlrrrul 1 iii in;il v'iii.1I rltl,rlrl► . �� l� ��' ,1� �'.�) ,, , IDE f• .I „ „..ln „,. .. ,l�jllallil I�I�I� II„„, l !,Ij! jll' ; !�!j;I�j ' ll� l ; jl ! ( � i lil lj � I Ijij ; ' lilt I'ijij jl � li i � lj ►jlllj ; I I,,,jljljill �lll�) I„,, I� jl I ! r TT i li ,.Illi ii 'ii,iiiiiilr,I11111!III!Lii. 17;,,, ,,,r!,,,,.. ,1 , I ' ! If I � ! !, I I I �„�) �1 h I H I 1 �i ! it I, ,� 24X ' ii 11, Ili, ' • l u '1”I,I ,,.,li!!!!!.l !! it 1: 1 ;; Ali •. .• ,.,• ... .. 15660 SW PACIFIC HWY PROMFNADF RIPG_A ? of 7 ADDRESS: • S Zkaj • A i\records\rnicroflm\targets\building ioc r ' CITY OF TIGARD BUILDING INSPECTION NOTICE Inspection Line 639-4175 Business Phone 639-4171 Footing Rain Drain Cover/Service SINAL Foundation Water Line Ceil,ng Plumb. Post/Beam Mech Shear/Sheath Framing -Mech Plbg Und/Fir/Slab Plbg Top Out Insulation -Elect. Post/Beam Struct. Mech. Rough-in Gyp Bd -Bldg. San. Sewer Gas Line Appr/Sdwlk Heins Other Lel.".v`,C , C ,c. ..f J -:", — Date 9' /5-1 (1* A.M. P.MEntry. _ Address: / 6 D - Tenant. FOU Ste: - _ MST: Con/Own: 1 2 " 7 7 1 MEC: PLM: ELC: THE FOLLOWING CORRECTIONS ARE REQUIRED. ELR: -- Inspects.�: S - Date _/� 41 APPROVED —DISAPPROVED/CALL FOF' REINSP CF CO • From 'gill aldrich" <FINAMCEJJILL> To Jeanne Date sent Mon, 19 Aug 1996 16:27:49 +0000 Subject Address chauga BUP96-0152 was-iescr8 to 15570 ew Pacifc Hwy I havecberfed it to 46560w Pacific Hwy PLM96-0084 was to 156 SW Pacific Hwy I have changed It tee 1 Pacific Hwy J /_5444': ,re;":)2 /1,1.0 / r in - o4kV y/8- 4/z_s 1 CITY OF TIGARD BUILDING INSPECTION NOTICE l / Inspection Line: 639-4175 Business Phone: 639-4171 Footin• Rain Drain Cover/Service FINAL. Foundation Water Line Ceding -Plumb. Post/Beam Mech. Shear/Sheath Framing -Mech. PIbg.Und/Flr/Slab Plbg Top Out Insulation -Elect. Post/Beam Struct. Mech. Rough-in Gyp Bd. -Bldg. San Sewer Gas Line Appr/Sdwlk Reins. Other: Date: • / A.M. _P.M. Entry 1 Address: S C a Pea {t -c Tenant: Ste: MSTBUP: z� Con/Own: /5 4 (O-?-j MEC, � Ol T� PLM ELC THE FOLLOWING CORRECTIONS ARE REQUIRED. ELR _ Inspector ---.-- —_-- —_ Date. -r, ROVED __DISAPPROVED/CALL FOR REINSP CF CO CITY OF TIGARD BUILDING INSPECTIO,:NOTICE (j e , Inspection Line: 639.4175 Business Phone 6:1''-4171�"a Footing Rain Drain Cover/Service FINAL: Foundation Water Line Ceiling -Plumb. Post/Beam Mech Shear/Sheath Framing -Mech PIbg.Und/FIr/Slab Plbg. Top Out Insulation lac Post/Beam Struct Mech. Rough-in Gyp. Bd. -Bldg San Sewer Gas Line Appr/Sdwlk Reins Other: Date: S ( • ` y A.M. P.M. Entry. . _ Address: Tenant _.. Ste: MST: BUP. Con/Own r ---- MEC: PLM: .7.62_12/1461 d! THE FOLLOWING CORRECTIONS ARE REQUIRED: ELR: r /.i? �`7/" - e c:C.A.taz Inspector)f1,( 1f�r9../4 �X L4 Q l __ Oats: I APPROVED DISAPPROVED/CALL FOR REINSP dp CO CITY OF TIGARD BUILDING INSPECTION NOTICE n Q J Inspection Line 639-4175 Business Phone. 639-4171 I-Y�or Footing Rain Drain Cover/Service F' L: Foundation Water LineBilin Roily_ ,'„mb. Post/Beam Mech. Shear/Sheath Framing -Mech. Plbg Und/FIr/Slab Plbg. Top Out Insulation -Elect. Post/Beam Struct. Mech Rough-in Gyp. Bd. -Bldg. San. Sewer Gas Line Appr/Sdwlk Reins Other __ _ _ Date A a s / � __ A.M. P.M.P M. _. Entry: Address: ___45- AIL. _,S - 1 Tenant __-. �j� Ste: J_ MST Con/Own O �"� BUP• � MEG� _ PLM: ELC: THE FOLLOWING CORRECTIONS ARE R WIRED ELR: i-6e:fr:li - C.1.1 //.t__Lt, _1 cz)c.,e i'''' I -7ca..; a iI ;7( r4 i Inspector. /1 ,e, I �, __ •� b _�'_'�"� Date�� I' -APPROVED _DISAPPROVED/CALL FOR REINSP CF CO '4-?, A-7 , h -4 / - y) A 34 (�/ : I CITY OF TIGARD BUILDING INSPECTION NOTICE CA Inspection Line 639-4175 Business Phone 639-4171 ' I!I Footing Rain Drain Cover/Service FINAL Foundation Water Line Ceiling ('F�m�) Post/Beam Mech Shear/Sheath Framing -Mech. PIbg.Und/FIr/Slab Plbg. Top Out Insulation -Elect. Post/Beam Struct Mech. Rough-in Gyp. Bd -Bldg. San. Sewer Gas Lino Appr/Sdwlk Reins. Other. Date: A.M. P.M. Entry: Address: (� D _ _ • Tenant: _ Ste: MST: Con/Own: _�� l a—�44 ME MEC: PLM ELC THE FOLLOWING CORRECTIONS ARE REQUIRED: ELR — I `__ Taw",T .162.e..0____ ,- 57 eooni c Ins erfor 7 __ Date/c(17/_ _ l4*PROVED DISAPPROVED/CALL FOR REINSP CJ CO I PLUMBING PERMIT CITY Of TIGARD PERMIT • PLM96 0084 ^/��',✓ DATE ISSUED: 04/25/96 COMMUNITY DEVELOPMENT DEPARTMENT / 1 Q /� x 13125 SW Mall Blvd Tigard,Oregon 97223.8199 (5031 630-4171/) G� W�A ��1' Iii 'F{TtCEL t 2911 ODC-OO2OO SITE ADORES:. . . : i SW 1,-1L HWr ttPk1 SUBDIVISION • WILLOW BROOK FARM ZONING: C-G BLOCK. . : LOT • 11 CLASS OF WORK. . :NEW GARBAGE DISPOSALS. : 0 MOBILE HOME SPACES. : 0 TYPE OF USE. . . . :COM WASHING MACH : 0 BACKFLOW PREVNTRS. . : 1 OCCUPANCY GRP. . :B2 FLOOR DRAIP!S • 0 TRAPS t 0 STORIES : 0 WATER HEATERS • 0 CATCH BASINS t 0 FIXTURES - - LAUNDRY TRAYS 0 SF RAIN DRAINS t 0 SINKS • 0 URINALS • 0 GREASE TRAPS : 0 LAVATORIES : 0 OTHER FIXTURES • 0 TUB/SHOWERS. . . . : 0 SEWER LINE (ft) . . . : 0 WATER CLOSETS. . : 0 WATER LINE (ft ) . . . : 0 DISHWASHERS. . . . : 0 RAIN DRAIN (ft ) . . . : 0 Remarks : Installing one backflow device. Owner: FEES TIGARD PROMENADE type amount by date recpt 15630 SW PACIFIC HWY PRMT $ 25. 00 CJS 04/25/96 96-278593 5PCT $ 1. 25 C.TS 04/25/96 96 -278593 TIGARD OR 97223 Phone te: Contractor: DENNIS' 7 DEES LANDSCAPING 7355 SW JOHNSON CREEK BLVD PORTLAND OR 97208-9328 - - ----- --- Phone M: 503-777-7777 i 26. 25 TOTAL Reg M. . t 5009 -- REQUIRED INSPECTIONS -- This per.it is issued subject to the regulations c"ntained in the Mi sc. Inspection _ Tigard Municipal Code, State of Ore. Specialty Codes and all other RP/Back f 1 ow Prey applicable laws. All work will be done in accordance with Final Inspect i o n approved plans. This emit will empire if work is not started within lea days of issuance, or if work is suspended for sore than IAA days. Permittee Signature: _Malted_ Issued B e // —. Call for inspection - 639-41 /5 City of Tigard PLUMBING PERMIT APPLICATION Planck/Rec. # `- c0 9 13125 SW Hall Blvd. Permit # 9- Tigard, OR 97223 (503) 639-4171 MINIMUM $25.00 PERMIT FEE + ST. SURCHARGE mr..A6-w►.n.mi New Slob, Femi RMIdeK;.. Only ( a-1-4 t r Of'ine"nct4-4e) Job J ea-CWt . /� 3 0 1 BATia HOUSE 5140.00 .2 BATH HOUSE a195.a1 a 3 BATH HOUSE 522500 Address Fee Includes d plumbing Ib.-tuns In the dwelling and the fist 100 feet n� '7 7) .c' of water service. sanitary sewer and stormsewer. See fees below. r""'1 o..'er"a FIXTURES QTY PRICE AM( .5 0 ( Ct(. r) Sink 9.00 wow Mew war Lavatory -- 9.00 Owner (&) (60A d rJ 3`7,,k (131-14461- Tub or Tu b/Shower Comb. 90 V0 -°4i'r' i Shower Only 9.00 Cl .y-l-ta.id 47 7 XWater Closet : 9.00 _ r.ear.ra..mr Dial-••cher 9.00 / O�x+spent ( -ref., / rornena Ge- 1 0arb&ge Disposal 9.00 t Prom Wt ..1q Machine 9.00 T Floor Drain 9.00 o"". 4.-_--- Water Heater 4 9.00 Laundry Roxn Tray 9.00 w Nome 311- 7777'7 Urinal -~ 9.00 1 lcnn's " 70ce5 Lad-Wickrr/ Other Fixtures (Spedfyr► ' 9.00 ... Contractor .7.'F5 SE, gig-Yin-Sal c�fG PI Lei • ---- - --_ 9.00 Wilds 4 9 W -" Wilds ii-/kA ,Or -I 73 7p Sever let 100' 30.00 drrY......... �y..Ma w'Mkrat"` Sewer Seer-ea. Addle 100' 25.00 -�•-L / OS(-43Q I Water Service 1st 100' ~ 30.00 I hereby acknowledge that I have read this application, that the Water Service ea. Addlt. 200' i 25.00 Information given Is correct, that I am the owner or authorized agent of -- -___._, the owner, that plans submitted are in cnplisnce with State laws. that Storm &Rain Drain tat 100 30,00 m I am registered with the Construction Contractor's Board, that the storm &Rain Dreln Addlt. 100' 25.00 - number given is correct. (If exempt from State registration, please give reason below.) Mobile Home Space - 25.00 - Back Flow Prevention - - AILS a,id v -5_s) - Device or And-Pollution Device I 9.00 2j CD °i' Any Trap or Waste Not 7 Connected to a Fixture 9,00 Deserbe work new addition r0 alteration 0 repair • Catch Basin 9.00 to be done res nisi 0 rn,-residentlsl (J insp. of&IL Plumbing -- _ 40.00/hr Existing use of Specialty P.guested Inspections 40.00/hr building or property __ Rain Drain, single family dwelling ~-~ 30 00 Residential backflow prevention devices 15.00 f Proposed use of building or property _ '(Except res/dentlal backflow provender; devices) NOTICg 'Minimum Fee 925.00 SUBTOTAL 7-) ,-y9 1 PERMITS BECOME VOID IF WORK OR CONSTRUCTION JS (�� AUTHORIZED 18 NOT COMMENCED WITHIr1 100 DAYS, OR IF 5%SURCHARGE /.25 CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WOW',IS COMMENCED. PLAN REVIEW 25% OF SUBTOTAL Special Conditions TOTAL `?turi • Date Issued '7- L-1_5- '/G by f`' - 1.1 13 III 11 .1111'11 1.1 ' I 11 ' 1 f I , ri'11 111 I I 1 1 II' I 141i. r'yh' t . ,t�� • 1 11 1 1 t 11'11 11 IFI I 7 i'1I. , IVf11'41 : IJI IIIA :,` / t I '1 I 11111 II 111 k1. 4..116 1-111111;1- `'W 1111114' ,1111 1 I(1 1 I ISI I' I ,!1 I•Ii 1•I I III 1 I 1 L N4• '1f`!b pill? II tOM11 III+ •)111'1' 1 / 1 '1111h1 r + rr'4.1i '+ ,• •1, !-'llkl'1IS-41 III I'u4 i'll III F114111 it'll 1',-t' 1' I III I I .1 II I 'll 1 riI IiiI IIl1.1I I 'I 1II PI I I ItI,1 1 11 1 , 1.1 1 1 1 1 I 4'I ItI!Ifi 111114M4 I I IU11+11 I'4 IIl'l1 I'1111t1 S•IW 1'111 II It 1141, 1 540 I t„►1l. I-1141 II 11\I I I'►'I I) . 14v CITY OF TIGARD BUILDING INSPECTION NOTICQ,1-- li I Inspection Line 639-4175 Business Phone 639-41 Footing Rain Drain Cover/Service FINAL Foundation Water Line Bilin Plumb Post/Beam Mech. Shear/Sheath Framing -Mech. PIbg.Und/Fir/Slab Plbg. Top Out Insulation -Elect Post/Beam Struct, Mech. Rough-in Gyp. Bd. -Bldg San. Sewer Gas Line Appr/Sdwlk Reins Other: Date: _ '(/Z/ 1/' - A.M. P.M. ntry: ir Address: /5.- . I _ , 11 I Tenant: _—_ _ Ste: MST. - Con/Own:40_3_9_-_-:_7 / el BUP MEC FLM ELC THE FOLLOWING CORRECTIONS ARE REQUIRED ELR _ S_- 031 7 ____C___2 of',- iday ____ - �0' _ Inspe .r .. - - — --- Date: a ir APPROV • _DISAPPROVEDi^.ALL FOR REINSP. CITY OF TIOARD BUILDING INSPECTION NOTI•' ' Inspection Line 639-4175 Business Phone 639-4 • Footing Rain Drain ov r/Service FINAI. Foundation Water LineBilin 'Lt -Plumb Post/Beam Mech Shear/Sheath Framing •Mech Plbg Und/Fir/Slab Plbg. Top Out Insulation -Elect Post/Beam Struct Mech. Rough-in Gyp. Bd -Bldg San. Sewer Gas Line Appr/Sdwlk Reins Other: - —- —Date: A.M. P.M. Entry Address: .3_11-fs Tenant SteVMST. BUP Con/Own: "t— MEC (P Z a-5 S �' PLM ELC: L bj(t 6 THE FOLLOWING CORRECTIONS ARE REQUIRED ELR: - c-' ct/ Cr. r _jay/ 4_4 cm. Inspector d A Date7-N A + XAPPROVED DISAPPROVED/CALL FOR REINSP CF CO r ITS' OF T RESTRICTED PERMI T ENERY COMMUNI rY (DEVELOPMENT DEPARTMENT PERMIT $1: EL R96-01 19 1312E SW HO lhvd.Tigard,Oregon 97223.1190 (503)639-4171 DATE ISSUED: 04/15/96 PARCEL: 2S110DC-00200 SITE ADDRESS. . . : 15660 SW PACIFIC HWS SUBDIVISION • WILLOW BROOK FARM ZONING:C-G BLOCK • LOT • 11 Project Description : Install landscape irrigation control. A. RESIDENTIAL B. COMMERCIAL ---- AUDIO & STEREO. . . : AUDIO d STEREO. . : INTERCOM & PAGING. . : BURGLAR ALARM. . . . : BOILER : LANDSCAPE/ INRIGAT. . : X GARAGE OPENER CLOCK s MEDICAL • HVAC DATA/TELE COMM. . : NURSE CALLS VACUUM SYSTEM • FIRE ALARM fUTDOOR LANDSC LITE: OTHER: : : HVAC PROTECTIVE SIGNAL. . : INSTRUMENTATION. : OTHER. . : : 1 TOTAL N OF SYSTEMS: 1 Applicant : --- --- - - --- - -- - FEES ----- STERLING DEVELOPMENT CORPORATION type amount by date recpt LA JCLLA CORPORATE CENTER PRMT $ 40. 00 CJS 04/ 15/96 96-278207 3252 HOLIDAY COURT, SUITE 225 5PCT $ 2. 00 CJS 04/15/96 96-278207 LA JOLLA CA 92037 Phone N: 619-546-8841 Contractor: - - - - -- - aitWkF IC:143f7 11107 91►I isUQ $ 42. 00 TOTAL Peru,: 7 OeeJ lin� ca�.,ny 7355 se- 3,h,�,,, « a,,k, REQUIRED INSPECTIONS ri•"'••/ O, 77306 Wall Cover Elect' 1 Final Phone IS: Elect' 1 Service Reg M. . s ----- ---- - This permit is issued subject to the regulations contained in the Tigard Municipal Code, State of Ore. Specialty Codes and all other Perm i t ee Signature applicable laws. All work will be done in accordance with approved plans. This permit will expire if work is not started u.thin 181 days of issuance, or if work is suspended for sore /lbw- j 1 ,io __ than 181 days. Issued By --- - ---- --- CWNER INSTALLATION ONLY The installation is being made on property T own which is not intended for sale, lease, or rent. OWNER' S SIGNATURE : DATE: - -CONTRACTOR INSTALLA1TUN ONLY -- - AUTHORIZED SIGNATURE : Q/142R42/1reErnrl DATE : 4,-/6 LICENSE NO: Call for inspection - 639-4175 04/1)5.'98 15:53 25503 884 7297 CITY OF TIGARD e1002/002 Community Development RES IRICTEI) ENERGY ELECTRICAL APPLICAI ION • 13125 SW Hall Blvd. Tigard,OR 97223 PERMIT# CLR 96 - 0119 _ _. Phone(503)639-4171 , ,�1�1 FAX(503)684-7297 DAlF ISSUED 7-J. -96 -•• TDO No (503)684-2772 CITY OP TIGARD Inspection(503)639-4175 ISSUED BY ( cjc.i- -s,_,),,,,,dt 7/41 - (—i-1;xnc-irr , ) PLEASE COMPLETE AU SECT IONS 1.,LOCAT ION OF INSTALLATION 4. TYPE Of WORK 1- 660 St.() eaC(cic. k1 /7G1.a Address RESIDENTIAL —Restricted Energy Fre SAOAM T ([ejai-vL 3j _ q-223 UI (FOR AU.SYSTEMS) City J state Zip Check Typr of W yCrtd' PERAM1S AO!NON.IRANS►ERABI F AND NUN REFUNDABLE AND txPIRE IF WORK 0 Audio and Stereo Systems is M)t SMRttI)WITHIN tip DAYS OF ISSUANCE OR IF WORK IS SUSPENDED FOR 180 DAYS. 0 Burglar Alarm . Z. CONTRACTOR APPLICATION ❑ Garage Door Opener' 0 Heating,ventilation and Air Conditioning Syram•�41/)IS' �rcJLa.>o[.9Qi'X < 'Contractor 6CQ( ) 19 ❑ Vacuum Systems' Address 7 c 1VK-! -s Cr rdI V".'oflei . ❑ Other-- — — — apt-Li P5. I q9(� ��roto Late c t iMMERc IAL -- fr,a for teach system E44.04 (SEE OAR 918 260 2601 . Property Owner _ _ (.Ilett Type UO..Yndeln> : contractors Board Reg.No. O5L-j )b( U Audio and Stereo Systems o Boller Phone 4 -7.7'7" System U Clock System.7 1 I / Controls Systems 3. OWNEP APPLICATION Data Telecommunication Installations CJ Fire Alarm Installation o HVAC , Print Owner's Name Phone No ,InlRrumentation Address — U Intercom Rnd Paging Systems • kJ lAndecape Irrigation Control' City State Zlp 0 Medical rho,perm*o,issued uncle,OAR 105.JI0.370.Ilio,applicant arm In mail,Only ❑ Nurse Calla misused energy MsbBallom(100 volt amen or lass)un4ar this per.nit and to do the U Outdoor Iandlicape lighting• ManwIng 0 I Only use elacelcal licensed parsons to fo Inttaeatlom where required (Certain Protective Signaling rnsidennal and cath.,transactions are aaempt from lieensing.those have ❑ Other asterlskd'l All others need licensing) --"' 2. can for an Inspection when all of th.installations under this pen... are ready Alf Inspection at 503 1139-4 i II. 0 Number of Symms 3 Ourehaw somata permllt for as InstallntiOns that are nor really for Inspection einem the inspector Is Out to roped under this pram*- •No Kamp ant'equl.•d lkenw are raridwrl ler at other irwratarias 4 A.surma responsibility for assuri•hd this all corrections ru9uirwl by Ile Inspector — are done•and S. Assume responsibility ler call'ng fora final Impaction when as el this 5. FEES corrections ase.completed. /(��/� CV The person signing for tI s permit must be the applicant or a mem a. Enter Fees $ JV tom-' authorized to bind the Applicant b. 5%Surcharge(.05 a total above) !‘ c •00 Signa re TOTAL S L dal 60 Authority If other than applicant 1 I I , I4 11144111/ 1.1 l 1 II-. I III LIItMI III 11I t I. II•I N1I :91, ,', V.wti I.I II./.h I-NMI II IN I 1 'I, Oki I,11',1I /lM1IIINI 1 N. OW W1 UI FlFII i Itt•t •, 1 1,lIU'31 N{>Irll, /-141 MI 111 I'1llt N'+ • I`•, '►►. 641IL►R1:Sla 1 /.•,`?'' ',1 .111111,1.1'14 l I. 1t1 VI/ 0.114 I I. ,IIII I 1114 'AIM,I " 1' ,11,1' 9 /r'0.. -I ,, i • 6'114'11%,1 I II /'1,.1'1; t!I 1,hl"1,111 I'►•11, I'1I1:1 I , •'t 1„ 1 ,11I'll III Ililt.11N1 I „11' 1 I'1 I'M I I 1,,, I I� Ili (', I Mlb, El I I 1111 I ►11 El. 11911 NI I'1 I IIIIMI: Pio'MI (40 it I- II 1-,f,l,y' -.1.1 1h,1 I I I I 1111 r ' IIIIIN1 ►IMI IIINI 1'1111• •I• sIY I I 1 1 — F CITY OF TIGARD BUILDING INSPECTION NOTICE Inspection Line 639 4175 Business Phone 639-4171 �� Footing Rain Drain Cover/Service FINAL Foundation Water Line Ceiling -Plumb Post/Beam Mech he /Sheath Framing -Mech Plbg Und/Flr/Slab Plbg Top Out Insulation -Elect Post/Beam Struct Mech Rough-in Gyp Bd -Bldg San Sewer Gas Line Appr/Sdwlk Rbins Other _ P.M. Dates fa A.M. Entry Address I -4 ( C. Tenant Ste: _._ MST: BUPCon/Own MEC: 7 — — — MEC: !! PLM: ELC: THE FOLLOWING CORRECTIONS ARE REQUIRED ELR: Inspector _ _ _ Date 0•1 tiirFFIOVED ____ DISAPPROVED/CALL FOR HEINSP CF CO CITY OF TIGARD BUILDING INSPECTION NOTICE Inspection Line: 639-4175 Business Phone 639-4171 e Footing Rain Drain Coy r/Service FINAL: Foundation Water Line Ceiling 1 -Plumb. Post/Beam Mech Shear/Sheath Framing -Mech Pibg Und/FIr/Slab Plbg. Top Out Insulation -Elect Post/Beam Struct Mech. Rough-in Gyp Bd. -Bldg San Sewer Gas Line Appr/Sdwlk Reins Other: / Q Date: -.IWO ! (0 AX P.M. Entry: Address _1T(o 6 \ein-�C 414-"<mr i Tenant -._ Ste: MST BUP Con/Own -- • ME l�Y3- C -3(.4-e?" rr PLM ELC THE FOLLOWINCORRECTIONSRARE REQUIRED: ELR (7 44114 L))cQIf .,f) Up1' 1epr -iGtJ bdcl< r�� ,., s �de�e _ 42.._x_c_.:_g__ __ ... ._;,:a_C dsP.II__ -- -/- Inspector /• a_'!-. t�—i Date tt APPROVED OISAPPRO"ED/CALL FOR REINSP CF CO I - - - 1 i CITY OF TIGARD BUILDING INSPECTION NOTIC 1 Inspection Line 639-4175 Business Phon3: 639-4171 Footing Rain Drain Cover/Service FINAL Foundation Water Line Ceiling -Plumb Post/Beam Mech, Shear/Sheath Framing Mech Plbg Und/FIr/Slab Plbg. Top Out C.Insulation -Elect Post/Beam Struct. Mech. Rough-in Gyp. Bd. -Bldg San. Sewer Gas Line Appr/Sdwlk Rens, Otter S /et 7AV/X Date �_ A.M. _P.M. r Entry -/ , _ Address: ,Z-�' L.J^- S' -'d e ,96. ).• Tenant: —_ Ste MST BUP _ _ . Con/Own MEC: _ PLM ----- _ .._ ELC ._ THE FOLLOWING CORRECTIONS ARE REQUIRED ELR Ins\itcane. _ _____ Date. _YI,9_ .__APPROVED __DISAPPROVED/CALL FOR REINSP. CF CO 1 CITY OF TIGARD BUILDING INSPECTION NOTICE Inspection Line: 639-4175 Business Phone' 639-4171 Footing Rain Drain Cover/Servicenn pp FINAL Foundation Water Line Ceiling W�'"1 -Plumb. Post/Beam Mech. Shear/Sheath Fra ming -Mech. PIbg.Und/Flr/Slab Plbg Top Out Insulation -Elect. Post/Beam Struct. Mech. Rough-in Gyp. Bd. -Bldg San. Sewer Gas Line Appr/Sdwlk Reins. Other Date 4"/1$( 4 A.M. ^ P.M Entry: Address 1 S(Cv Tenant - Ste _ . MST: BL�� U : Con/Own '"w`� MEC: CD Z a=q? S c PLM: ELC: �(aS�I THE FOLLOWING CORRECTIONS ARE REQUIRED ELR: �.�)m1/ CA9 __ u- . iLj7` Inspector/ 7 ' _4:1 ,2g: DateVd"; APPROVED DISAPPROVED/CALL FOR REINSP CF CO ------] ^Y PERMIT BCy 1 CI1YOF T 1 I PERMIT #UILliIN • BUP96-015c' 1 COMMUNITY DEVELOPMENT DEPARTMENTDATE ISSUED: 04/08/96 13126 SW Hal Blvd Tigard,Oregan 9723.6'99 (503)639-4171 vt-W 45r6PARCEL: 2S 1 10DC-00100 SITE ADDRESS. . . : .4-f91417SW PACIFIC HOY SUBDIVISION • WILLOW BROOK FARM ZONING:C-G BLOCK LOT : 1 1 REISSUE: FLOOR AREAS--- - - - --- - EXTERIOR WALL CONSTRUCTION- CLASS OF WORK. :NEW FIRST • 0 s•= N: S: E: W: TYPE OF USE.. . . :COM SECOND. . . : 0 sf PROTECT OPENINGS?--- TYPE OF CONST. :5N . . . : 0 sf N: S: Et W: OCCUPANCY GRP. :B:: TOTAL : 0 sf ROOF CONST: FIRE RET?: OCCUPANCY LOAD: 0 BASEMENT. : 0 sf AREA SEP. RATED: STOR. : 1 HT: 0 ft GARAGE. . . : 0 sf OCCIJ SEP. RATED: BSMT?: MEZZ? : REQD SETBACKS-- REQUIRED FLOOR LOAD. . . . : 0 psf LEFT: 0 ft RGHT: 0 ft FIR SF'KL: SMOK DET. . : DWELLING UNITS: 0 FRNT: 0 ft REAR: 0 ft FIR ALRM: HNDICP ACC: BEDRMS: 0 BATHS: 0 IMP SURFACE: 0 PRO CORR: PARKING: 0 VALUE. $: 7796 Remarks : AWNINGS FOR BUILDING A, 8 SECTIONS. ENGINEERING INCLUDED. Owner: ---------._._.._-- -----____.___ FEES STERLING DEVELOPMENT CORPORATION type amount by date recpt LA JOLLA CORPORATE CENTER PRMT $ 68. 50 JMH 04/02/96 96-277283 3252 HOLIDAY COURT, SUITE 225 PLCK $ 44. 53 JMH 04/02/96 96-277283 LA JOLLA CA 92037 FIRE $ 27. 40 JMH 04/02/96 96-277283 Phone 0: 619-546-8841 SPCT $ 3. 43 JMH 04/02/96 96-277283 MISC $ 10. 00 JMH 04/02/96 96-277930 ES & A INC 1210 OAK PATCH RD EUGENE OR 97042 Phone 0: $ 133. 86 TOTAL Reg 0. . : 111286 REQUIRED INSPECTIONS --- This strut is issued subject to the regulations contained in the F r a m i n y Ins p Tigard Municipal Code, State of `'re. Specialty Codes and all other High strength bo _ applicable laws. All work will i Ione in accordance with, Lib. fabricated s approved plans. This pereit will expire if work is not started Final Inspection within Idi days of issuance, or if work is suspended for sore than 180 days. — — Permittee Signature : r I 0 rJr I ,, ied BY :()IL L _C4/ _..a �- Call for inspection - 639-4175 A s.... Commercial Building Permit Application • City o/ Tigard 13125 SW Mall Blvd. Tigard, OR 97223 (543) 639-4171 , rik- t,c) 1 i-,t ,_, Johaite Addrtt�: -- • 4 1 c , /4. •' _ nisiminsmownw e 1 4 n f pct n(.#Ar7_ Tenant: WNS I Office Use Only PIandr/Rec N -log Valuation: ( ' �S/' 1 ..z - r� Permit r* f�1A�`1 t�) �/ C r , Owner: }�c��y�J 1 `'nr: Map & TL K Address• — ,-1,SA I4 I i C4 �0" r 4_,,...2--``7 A�prgvals Requited l F. Svl I A C'_,D► %t."7 Planning OL. -- Phone: C. I Oji ��`/ki: a 1 1 I Engineering_Ok FOn. JIM (03iZei0 Other i .' W'I14ih P� L 5 A vt>r w/'P t"�Sy f.3 Contractor: ........-- Address: 'A. A S 1A..- L L.1h Jt i t‘i Type of const: _ILL .4. ....&,:... ' 1 - 1 , .a-- < Oocupalcy class:_ Phone: CA 2) .;('I N I` l i u -- Sprinkle,ed? Yes No Contractor's License M 11 IL. 'S (attach copy of curreri Oregon license) Sq. ft. of project: Contact name 4 phone: v,, L=�. .,, iu tialitk Story (1st, 2nd, etc.) _v_ /<:) ..1.., L. . ,. ,,,t ,( `i )Eric Proposed use' Archii•ct'EngIfNN:i (' j-t , r,w. Previous use Address ,VC-. k ,U •lt-, Sl. -Note Plumbing & mechanical plans Li.-I4►4,p (,_t..ic .. G 2 (7L/2. `] must be submitted at time of J building permit application. Phone 9 (-0- L 1 ) Ic JOB DESCRIPTION: L• e . 1,11_1_, r \ ', S Of t Ei3jr • `ICt BU,t, +br (U�ulrl "i1 licall I nature & Phone number APP �g Received by /)6,1r, (,112L1.~J CA,mt. _ t Date Received:_ �/2a 1% Permit # Account Description mount T /Amt.. Pd. �) Bal. Dui 't - o; (1 Bldg. Permit (BUILD) �(J Q ( i �"t K'�' 5b p , Plumb. Permit (PLUMB) Mech. Permit: (MECH) 1 �(1 2, _ State Tax (TAX) ,34-5 '' Q ) ✓•� Bldg: Plumb: Mich: -- -- Litt.. J 3 Wan Check (PLANCK) _ _ Bldg. ___ ._ Plumb: Mich: ('_ ops- t cor -rn( 0f (M I,S0 O.Q b 67.33 Sewer Connection �' (SWUSA) Sewer Inspection !SWINSP) Parks Dev Charge (PKSDC) _ __ Residential TIF (TIF-R) _ Mass Transit TIF (TIF-MT) Commercial TIF (TIF-C) Industrial TIF (TIF-I) _ Institutional TIF (TIF-IS) Office TIF (TIF-O) Water Quality (WQUAL) n/212 Water Quantity (WOUANT) c)'l. 4017)3z Fire Life Safety (FLS) \ � Erosion Cntrl Permit (ERPRMT) _ _ 0 Erosion Planck/USA (ERPLAN) _ - Erosion Planck/COT (EROSN) (((/// ), ,j-1 53 (..3 TOTALS: r zz 0 CI ' +-r' l tI)-X�i 3 b . P "' 6z u qb o flc769,-- � '1 f� *item 4 P q A wft'q ' 4 EXACT LENGTHS"TY FIELD VEC FY v2•x 3•LAGS INTO WOOD Z-GUr5 IV U_'•HAR.7WARE A5 RFQLIRED. FABRIC: SUNBRELLA(FORE5T GREEN) / A5 REamCED. 1 1 1 . • ! I 0 •1 3.0- I CM Ce 1 -4 _ •' / T i Jc _ I , '� Tfi � 01 4 1 r i . 136 ' .<1 C 2'6' — FRAME 5ECT10NEr.APRX.3J'OC. 1 R. II�- + T.? 1�j 0� D b y MANUFACTURE AND INSTPLL416)FOR POINT AMI111r1GS a C 1 i FRAME. ALUMINUM 5Q.TUBE(r x 1•'X.125). FE O (� FRAME FINISIt MO 01710445(A.)ANLBRIC.L FINISH OR (5.)PANT TO MATCH FAVERIFY i, HS: FABRIC: SUNBRELLA.FOREST GREEN*4637 k LENGT (10)AT APIOL 16 IN LENGTH. (8)AT Art 20'IN LENGTH. FIELD VERIFY N _ — ILLiiIINATION BY OTHERS. — SEE SEPARATE ELEVATION DRAWING FOR LOCATION ON BULDING. XALE:r_,. _ PrNekvta n tor: Das:3.11 nllr Nions: Client Approve" is mar o h mei*o• me� BIM VI ore Awry cce poo E • . PROMENADE Account Executive: I I o ava io Um ummo o .alongw sepooLcicr 156.30 SW PACFIC I f1AN RAY BRAYTOIvi 1../P A parrmat TiGARD, ORoo...rot os . Designer Landlord Approval: Croon g Numb 4107 LESLIE S ph l tax 03-696 0 o x.9 /2E4 w000 STUDS-$6-0.C.. i„-r_______PLYWOOD < EXACT 1 EM3Th5 Mr, F1 D rear,--_____), ELF.5.MATERV.._(1-1 2') FApte„ WIAORILL.A(FOREST GREW 1/I'X 4'LAGS INTO WOOD ---,I:— r +F AS Mail:ED. TOP AND BOTTOM OF FRAME_ y USING ALUNNUM Z-0_ „ ,T^M 3"X 4'X VB'ALW.NNIJ i l ►NGi / \ WASHERS FOR WEIGHT ��0 7 DISTl.IBUTION ON EIF S,% • 3'O' _ i pumaSECTpns Alla 30"OC NTS I i I / VFR1P 1 YY .I 41''' ,,,, \ I14 Ll-s. i • fCi T I ii — , I 7 2'6' oaf AWNINGl �i0 MANUFACTURE AND INSTALL(181 FOUR POUT AP/APAP/NNW �� .e, FRAJ At iii/SQ TUBE(1'X 1•X 2251 s�� • L��MANUFACTURE FRAME FWNISFt TWO OPf CP (A_)Nl L FINISH OR (B.)PANT TO MATCH FABRIC. ` 8'SPAGFF �_� FABRIC SLID'�i FOREST C 4 114 r LENG21-6.- (1q AT APRX to IN LBALIT , AT AP7t 20 N LENGTH FT8,0 viRary 7 V8': Il L li�lATlt]b'BY OTHERSTyricAL Srf1L�IC'FQ � A••••05-IWO PEX SEcncoi 1 ETIAEEN COLUMNS SEE SEPARATE aE.'AT1CiN RRA w 3 Fop LOCi1T1 N CM HLRL.'181Ci FOR TtE 10 Arlt 1B AMI1(f. VERIFY DIMENSONEI YIITTH SRE SURVEY MOS TO FABi('.A710N Primenmon for.7r.,AnD PROMENADE Dow 3-11 316-86 u ICs•PRAAE,/10D F o� ns mean cdsummics s t•Mpg*a Y )6630-1W PACFlC MAh cceNXIA Ac AwnsEzsolAlr♦ OI�DING DET. w per u•ilito.VI are�r v RAV 9RAYTON mp pear,.sso e ,Tris�� F 11GARD,OR A Umillmil ANIIIIIIII: saw tom Dmagnor .EStf S pe,. b03-846-7410 Drawing Number.90107 A +w 503-6911-11044 r TEL ' Mar 22 .96 15:23 No .018 P .02 -oeomaX °RWECT_--I� ES�f A - — JO/NUMMI_ 44'64°‘I al MOON At SUBJECT_ IGAQp�i20EAEJ1)ApE A1AJIJ114Ci LNEET ( Of DATE 5/(919/p ENGINEERING.LAND SURVEYING,BUILDING DESIGN -4).3. 4 43ee COMPt'TED BY al"/1011 M WOW Fi RE E T COTTAGEMOVE 011E0011117424 - TE►[M+E OCA•4701311 VAA rley MU 711115 CHECKED BY sem, oAv1EG Al. „.. PH�FFfJ, �.t = s r �? N1cIHr 4' u.rmysTTrr,-is o� E .I., rtrrgoo L_ L. ' 2;,r I;i �" 4 �/ useLwu,uI.ti7, Tl. _ Q t ( 1j�" t.. c•'i�I rf � • 9 a / / yr 3.•t_as MO WOW 3 a '4+ ('H 71.`e 0 '•. s Mi O AU/WIN i ct»AM PIMA 07 EaveG WIMP LAD�ag_-- \ �/ E 04v TN • (.04 (I lia.4 rse 1(1 0) - 221. ese . /2/41//134 ` ars soRDRacs POALJAMIJII W -P • (.0(, (0.1X 11..4;E4)(14 = 12 2_ �(t a wTuevrtw at urs rMu A lkit F or (.oIW►k!r a, ' - 4S. (.L` - 55 re(1 a.J= -7G re ''• • . 0 °c,� `is' (Jf • 22.6rsC (�,� _ aPIr A a„ • - ds' W,, • -Iz•z T.0 (3D4) • '0.5 111( ,� I . Sus Z-4 rat CAt. # • c i • —1 MAK A•iA\. (,›•.s GAt • 1704 *Lb MEQ 4 - • P.,,,,,t ` IT•AEQ3(0.4SAw $ )(40.10Lr•,) , $-' 4 -, /700 ( o..) . . .. Cheatx T,..,4, MAK. AiI.. • 24.2 * G,,-e,t. FH ,,►ror yz"s 4 LAG scegwJ saeavlwF3, kJ = at.-7 4/1.T - l'f.dET[,„-,..J WTe bpi_ 2, 4 4 -Tilacx.kI,w hYWanp CHECK IIbaltEwnn� ME► Je 41 tuns IEJ Cohrs,. M' -AL _ �-2 (�° 1,41,5 �., --4-6 { Sr I'1`c_4l • 0.13 M 1 Du, �IoNs - Fixe 1J .L.b Av Jet.+ - SAACE FltM4Fs e 50.6.c. - . V "W 4 . LAG. Se-AE.t• % ( 52• o.c. eto amps ( 2 riACe-s Te,. rpiv, (Tor 4 eo-rT'vi) L -I l ' 1 1 + '1 1 Ii"I 1 1 , I 11 1 1.1 1'1+ 11'II II Iii 1 1 11'I N11. i -4I.-t'! 19,511t1 11 41 1 I . 1 1141 II WI I a .' I VI. ,f! N1 IMI : I- '. 6 ►1 1 141 I I I •I 1 1+111►I 111 I 1 id. 1x10 HI 01010 '''-. I I, 1N III11 1'441+ 1 1'I. 1'110.11 . 11 . 1111 1 4 I /4111. 41'. ,1 'i• ' 1 '' 1 '', 11111 t 1 111.1 1+► . I11' +p1 i 1'I WI'I ILO , II l'11 11'II 11 . .I 1' III I I I 1 ' + ' 1 , ' I I I" ' I 11. h h II J I I r 1 1 I' MI I-.1.El I.NNI I II Is, I , I . ' , '4, . 'rv1 (-11 . 131111.11 1'1 I+ , I.. II 1 I I .., ' I III , ' I ,1. I .� I 141!+1 I I I NNI 111 IS, ; VI 1 111 I I I o f 1 1 .11 1 1 f RI II>yti NI`,.• x 14I111'•• 411'. 1-I IN IIWN 1 111•`• 11 1 I I 1 .11N1' I '1 II'II 14141'I III 1'I, 11 1 I111111 NMI 11 IN! I'11 1 1 1 1 CITY OF TIGARD BUILDING INSPECTION NOTICE A_ Inspection Line. 639-4175 Business Phone 639-4171 Footing Rain Drain &:4 ,, r/Service FINAL Foundation Water Line Ceiling_t}.// -Plumb. Post/Beam Mech Shear/Sheath Framing -Mech. Plbg Und/FIr/Slab Plbg Top Out Insulation -Elect Post/Beam Struct Mech Rough-in Gyp Bd -Bldg. San Sewer Gas Line Appr/Sdwlk Reins. Other ____T_ Date I ot' _-_ A.M P M Entry: 1 Address: / S 4,4� i �"r Tenant — StMST: --- BUR Con/Own a_Q L MEC. 1 - s� PLM ELC THE FOLLOWING CU RECTION ARC REQUIRED ELR:-. :;--. -e-/ - -c. : . —LIII- ` � r 'f-'s--_,I f i ccel td..144,21 , :?jr, r lc ___51:-4,40,-.) r ___ __,Ifer_olta fr.2.______ 1 ',tee rt- _I_ I Inspector 7,41e--.40 l�4 e fDate )(APPROVEDDISAPPROVED/C LL FOR REINSP CF CO 1 . II CITYOFTIGARD COMMUNITY DEVELOPMENT DEPARTMENT 13125 SW NM Revd.Nord,()moon 97223.5190 (503)530-4171 �r1 jr. Tl:ARD PROM7"r'DE .^LI" ' ' .SG 0 Cit.. rrlr.r+ � �t,' - ...� • , �� .. �� ,.��.. .r�r • 7 '7 17t- t I OAPD 3r. ~' 0: - ectov : -4. ' 2 ' I pK91t it illy!`! . , 'herr.::;, . ...d., .� 40,;,94 ,iaRt mit yr R ithin ISO Up! r h m, °It ` - MIdaft. C/1 Gf.��O/iC4trvh y- 3 y6 Community Development RESTRICTED ENERGY ELECTRICAL APPLICATION 13125 SW Hall Tigard, R 97223 I.RMIT#t ELR96 -- 7.. �.• .-- -- --- ' i onePFAX(503)684-72971 •I� TDD No. (503)684-2772 DATE ISSUED y- - 96 . CITY OF TIGARD Inspection(503)639-4175 ISSUED BYGr/ss tcl 0,:cif PLEASE COMPLETE ALL SECTIONS 1. LOCATION OF INSTALVsTION Quo& G) 4. TYPF OF WORK / .S.S 3 )- sw ,.(7;-,,r_. A/4,4,(/ Address � RESIDENTIAL--Restricted Energy Fee 140.140.011Qr fig/ VL iFOR ALL S!ITEMS) City State Zip t htxkJyus.pf Work Invtayitd: PERMITS ARE NON•TRANSFERABLE AND NON-REFUNDABLE AND EXPIRE If WORK 0 Audio and Stereo Systems IS NOT STARTED WITHIN 180 PAYS OF ISSUANCE OR IF WORK IS SUSPENDED FOR 180 DAYS 0 Burglar Alarm 2. CONTRA R APPLIUTION 0 Garage Door Opener' ,/ 0 Heating,Ventilation and Air Conditioning Syar m• Contractor /Lem Type 0 Vacuum Systems' Address ///U 44v/ F-&-r-th-c-L- 0 Other — — - - / Date -3/l1/f y COMMERCIAL—Fee for each system / I j �� /_ (SEE OAR 918-260-260) l Property Owner 7 t4/ /�/�1'('Yl�-K-ItGLe- �`_� (/ ` Type of Work Involved; Contractor's Board Reg.No. _ 'v .1---/3«(( 0 Audio and Stereo Systems 1 S El Boiler Controls Phone+I 7.(� 7 _ 0 Clock Systems 3. OWNER APPLICATION ❑ Data Telecommunication Installations 0 Fire Alarm Installation ❑ HVAC Print Owner's Name Phone No ❑ Instrumentation Address ❑ Intercom and Paging Systems ❑ Landscape Irrigation Control' City State lip 0 Medical This Fermis is nailed under OAR 918.120.170 This appkrant agrees to make only ❑ Nurse Calls restricted energy tnsta6atkds,1100 volt amps or essi under this Permit and to do the ❑ Outdoor Landscape Lighting' flowing Protective Signaling 1 Only uw Plertre al licensed persons to do installations where required (Certain residential and other transactions are exempt from Iirensing !hese have Other — astertsksl•I All others need Iv easing) 2 (al for an inspection when all of the tn•tallaUrms milder this permit are ready for inspe ion at 503-619.4175. Elc _ _ _ Number of systems 1 Purchase separate permits for aN installations that are not ready for inspection when the inspector is out to inspect tinder this nemttt •No licenses ate required I irenses are required for aN usher installations 4 Assunw responsibility for assuring that all corrections required by the inspector are done and 5 Assume responsibility(or railing fru a final inspection when al of the 5. FEES orre tinny are t ompeted /1() The person signing for this permit must be the applicant or a person a. Enter Fees $ T " authorized to hind the applic ant. l-- 1:/1,11.,<- b. 5%Surcharge(.05 x total above) S Signature TOTAL $ >e 2Authority if other than applicant ENERGAP.CHP tit ' •a Hi 1 I •1 i i i 1 I . t I . I I 1 '•1 1 1 11 i 1,0 • , �1 1 1 I l u t fir. , ,I t 1 III 1 I ►1 It 11 II I I tc41 1•41-4M1- t 1'I-"III I It' t I 11 11%1 it; . 1 1 11 .11 I I1'11'1111 t t ►[1• 1/1003 141►111'I ' • • t. l 1 let 141i 1 1111 11•1.1 1'I : I'll 1.11 1'11 1 i 41.1 41. `•th 1'1114 111If1U Hit t X1+1•1 / 1 ' 11 II 1 a'IItI'I1`,I lit 1'1t!III I.II 1111 I* I; , I I I. I 1 II • , iuII1 * IIitUI11i Ilit I E.1 1 11! 11 t11 I'! 11111 I 1. :, i . 1 1 . 1 I 1 . 1,111 1 1 1,'!h VII VII, 111 1 t, Mt-1 I•..•t•v' t.W I'I-I1 It II. 114 s/ 11)11 it 11MIIIII`II 1'IlI II 1, • I.III '-t • iConstruction Inspection& Related Tests �✓d n Te S t n g, Inc. Geotechnical Consulting f i P.O. Box 23814 T;gard, Oregon 97281 Phone(503)684-3460 April 1 2, 1996 FAX (503)684-0954 #9!,-4145 City of Tigard 13125 :,W Hall Blvd. Tigard, OR 97223 Attn: Jill Aldrich Re: Inspection testing reports for Tigard Promenade -- Safeway Store Building "B" This letter is in response to our teleconversation on April 2, 1996, regarding the Tigard Promenade project inspection reports having been sent out referencing incorrect permit numbers. I would like to clarify that any reports to this date referencing Permit #BUP95-0317 and/or #BUP95-0320 are tc be applied to the Safeway Store Building "B" Permit #BUP95-0316, BUP95-0400 & SIT95- 0024, excluding paperwork specifically stating Buildings "A" or "C" . Any paperwork for Building "A" should be applied to Permit #BUP95-0317 and paperwork for Building "C" should be applied to Permit #BUP95-0320. If you have any questions regarding this matter please feel free to call (503) 684-3460. Sincerely, 1 ---fr7-7 NI 4.c..K, cicuc( i Monica B. Hall Dispatcher/Secretary 111 cc: Sterling Development Co - Jeff Rasak S D Deacon Corporation MPR Architects Safeway Stores, Inc. 94/02,96 19153 a 503 684 0954 CRRLSON TESTING Y: • Postal' Fax Note 7672 ® No oe„ r"1"r'°.' 0//4 Tp•(f,�U To_ Ram •.�I'I(�l , 4w Y CA Cie 1. :IYn _,f (/� I nAl m MOI tai C /O V / 'r4 p..., FII 9 I dnp�ar nicinat Ny U Recto Li Ca/kr Wu:, GopeNcho /haIlk) Vlies midi 16 CIA .14C417/ �� Carlson Testing, Inc. G,r�strucllon/n�peracnnit8lCcn uTests l (3erotechnlcnl Consult PO. Box 238:1 Tigard,°rep:+n 97281 Phan•(803)884-3480 April 2, 1996 FAX(603)861-0964 #95-4145 City of Tigard 13125 SW Hall Blvd. Tigard, OR 97'123 Attn: Jill Aldrich Re: Inspection ,testing reports for Tigard Promenade -- Safeway Store Building "B" This letter is in response to our teleconversat:on on April 2, 1996, regarding the Tigard Promenade project inspection reports having been sent out referencing incorrect permit number,. I would like to clarify that any reports to '.his date referencing Permit ARUP9S-0311 and/or #BUP9S-0320 are to be applied to the Safeway Store Builiing "B" Permit I13UP95-0316, BUP95-0400 i 6iT95- 0024, excluding paperwork specifically stating Bu±ldin7s "A" or "C" . Any paperwork for Building "A" should be app1.ied to Permit: IBUP95-0917 and paperwork for Building 'C" should be applied to Permit #13UP95-0320. If you have any questions regarding this matter pleats feel free to call (503) 684-3460. Sincerely, Hno icaB Hall Dispatcher/Secretary cc: Sterling Development Co - Jeff Raeak S D Deacon Corporation I1PR Architects Safeway Stores, Inc. N4'92 9h I', 74 E 503 684 0934 CARLSON TFST ING Nl • Construction Inspection&Related Tests L.,arlson Testing, Inc. Geotechnical ullt,4 P.O Box 23814 71gard,Oregon 97281 Spec:1+21 'nepec t ion Phoma(603)9134-3490 FAX(503)964.0954 FINAL SUMXARY REPORT March 20, 1996 #95-4145 - N�y� 4i 4-t- /I / I �St5/� City of Tigard U' ' 1 PIP/ ��'M �� ))13125 SW Hall Blvd. P ►''ITigard, OR 97223 / Res Tigard Promenade Permit 95-0316 �1 10 �\1)6W Safeway Store P95-0400 ( 66 \,*\T') Tigard, Oregon NSIT95-0024 .\ Gentlomens `��' vLfJ Ale a�IL ,',re ,.4s This is to certify that the items listed bel6i are in ti eordance fete /! with Section 306 of the State Building Code, we have performed co•^- random/periodic special inspection at the contractor's request of 011.owing items per our inspection reports vnlXs ' 4&.�Reinforced ^_oncrete A::As `n C Structural Masonry ,f . Structural Steel - Shop i Field V�I� oi lls Compaction - Excluding isolated non-critical 01 IT/Ii99f 1 ,X IT� trenches v S All inspections and tests were performed_ and _maned- ring to the requirements of Section-306 , t an o the best of our knowledge, the work was in conformance with the approved plans and specifications, approved change orders end applicable workmanship provisions of the State Building Code and Standards, at well as the structural engineer's design changes and approvals. Our reports pertain to the material tested/inspected only. Information contained herein is not to be reproduced, except in full, without prior authorisation from this office. If there are any further questions regarding this matter, please do not hesitate to contact this office. Respectfully submitted, CARLSON TESTING, INC. f t6.M �`' , -41PAIQ 4, DtRr ��. e c h 7 1^ec A (✓1 I President 1 j mbh -� 44, '�S -o716 ccs: Sterling Development Company - Jeff Rasak 644 /'S� S D Deacon Corporation - ,,pp�� MPR Architects : f�1f1e e- Safeway Stores, Inc. /�?/�j4/A ) II 111 S iAfM aio -0041 . . . Construction Inspection d,Related Tests Carlson Testing, Inc. Geotechntoc:!Consulting P.O. Box 23814 Tigard, Oregon 97281 Phone(503)684-3460 April 1, 1996 FAX 503)684-0954 ♦95-4145.CTI Sterling Development Co - Jeff 1asak 3252 Holiday Ct Suite 225 La Jolla, CA 92037 Re: Tigard Promenade -- Tigard, Oregon Maximum Specific Gravity Testing • Gentlemen: Following are results of a maximum specific gravity test conducted on a sample of class "C" mix materia] supplied by Morse Brothers and sampled by our representative on March 22, 1996, from the grade. This sample was received in our laboratory on March 22, 1996 and tested on March 25, 1996 . OSHD TM 'iO6A/TM 368 Rice Value = 2 . 498/155 . 9 p.c . f. Our reports pertain to the material tested/inspected only. Information contained herein is not to be reproduced, except in full, without prior authorization from this office. If there are any further questicns regarding this matter , please do not hesitate to contact this office. Respectfully submitted, CARLSON TESTING, INC. / Douglas W. Leach President kas cc: City of Tigard MPR Architects Safeway Stores, Inc SD Deacon Corporation W-27-96,305,1 Construction Inspection & Related Tests Carlson Testing, Inc. Jots No 9S-4 14S P.O. Box 23814 Tigard,Oregon 97281 Phone(503)684-3460 REPORT OF IN-PLACE ASPHALTIC CONCRETE DENSITY TESTS FAX N 684-0954 client _ s,rEkl 1 NG DF OF L O}'MF N T LU J L tl.JP')5-031 7/E3UF'95-0 Project � TIGARU DR Description CLASS "H A'',l'HAL F 1C (ONI:F F 1 E FROM Mt.jR'_•L 0RU1 F1:55 -_ Rice Density I Sb .4 Marshall Value Method of Test A`.•1 M Ct_.'y::•U Serial II :'U'•+`►rt NlI( 1440 DATE OF TEST (' TEST NO. TEST LOCATION Lift No. In Place Density coMvWION S0 11 HWI-S T I c)'-+1 H T A T I t)N r-•+cit) ETAS s-.Ity 1 10 ' R1(,HI OF CENItPC1NE 144 .4 SOUTHWEST 104TH STATION h+2' HAS- 3-1:3-1M 8 ' LEFT OF CENTERLINE 145 . 1. 92 .8 SOW HWL S I 104TH STATION `:•, SO 8AS = 3- 18 1 8 ' RIGHT OF t..EN1ERL INE 144 .2 SOU THWE_'; T I ?'a l 11 I A I I UN 5+00 BAS' 3- 18 4 IL: ' 14E1 of- ': F N I I I<L INF 144 ./ ',O(JIHWI r I041H H.TATION 4+SO I-: •' 1,N L. 4 ' k 1 t-,l 1 I Oh (.E N I I-kI.. 1 IVF 1 4),1 . i 9� .`) .-y x;(71 IT Ht•Ji -•T l O' l H f A I 1 t.N 4f00 NA'_•' 3-- 1N o 4 ' I_th I ' it I_LNltl.l_ 1NE. I '1`• i S2 .9 SUIIIH4E_5I .109TH '- IATION .;+00 3- 18 1 1.0 ' RIGHT OF ( LNIFRI INF 1 'J4 '92 .4 SOtITHWf-. I I04IH SIATION •t, t-A':• <- IE+ H 8' LEF 1 OF LENTERI 11*. 141-' . 1 92 .8 :.OUTHWE`-,r 104TH '•TAI TUN 2+00 3- 10k ' , 14 ' R16111 OF CENTERLINE 14.`.`• .0 92 . 7 SOUTHWF -,F I09FII STAT FUN 1+00 HA'=, 3-18L10 i2 ' LFI I or CENTERLINE 144 .8 92 .6 NOR I HHUUNFt LANE 44W RIGHT SHOULDE.R WIDENING 3-18 11 100 ' SOUTH FROM '- uU1HWES1 109TH 144 .0 92 . 1 NUk FHR')uND LAN(- 44I4 RIGHT SHOULDER WIDENING 3- 18 8 .1 . 150 ' EOLITH FRc tM SOUTHWEST 1041H 144 .`• 92 .4 NOR THROUND LANE '44W RIGHT SHOULDER WIDENING :3-18 1. .1 200 ' SC)1.1TH FROM soUIHWEs1 109TH 144 . / 92 .6 SOUTHBOUND LANE '=)')W LF I l SHOULDER WIDENING 3-188 14 100 ' NOR1H FROM '-uUIHWF.',1 1091H 146 .0 92 .7 SOUTHBOUND LANE '-4'4W IFI I SHOULDER WI DF-N I Nh 3- 1H 15 ISO ' IJ(tk 1 H F RoM .uU I HWt.•_, I 109TH 1.41 ..3 '92 .3 Remarks: c... : D OL_(it:.ON (.014•uSA T I UI.l L ITT OF TT1,riRn MPR aRLHrrEcTs _ SAFEWAY STORES INC T . VANN CW Rry i r rri CHNICAL D1UC14 TeAMd'byr"eoorts oertairi to the material tested/inspected only . CARLSONTESTINGINC. Information contained herein is not to be reproduced, except in full, without prior authorization from this office. Cennstruction Inspection & Related Tests Carlson Testing, Inc. JOS NO. __ 4 i :� P.O. Box 23814 Tigard,Oregon 97281 r `' , 1999 Phone(503)684-3460 REPORT OF IN-PLACE ASPHALTIC CONCRETE DENSITY TESTS FAX#684.0954 Client _ srFt31 LNC, nFVFI CIPMFNT CO - 'TI=FF RASAK I.�ll♦ 1 7/E11.1P95. 0 Project r 1 GARC) PRiOMF-NACIF' •F 11_,ARU OR Description C I ASS "H" A',FPHAL 1 C I UNC I{f•LE 1-Burl t1OJ SE L3kI i I HER;' Rice Density hh 4 Marshall Vilue ._____ Method^f Test MZ.'a` v y — ---- Serial N X14 0 DATE OF TEST TEST NO TEST LOCATION Lift No. In Place Density COMPACTION • r-- SUUIHBOUND LANE 99W LFF T SHOULDER WIDENING 1r1 1 ;O0 ' NORTH FROM SOYTHWf:.�. I 109TH 144 . SOUTHBOUND LANE 99W LEFT SHOULDER WIDENING .3--1N 1/ .450 ' NORTH FROM SOUTHWEST 109TH 144 . / NOR INBOUND L ANE 'i':0W L FT T SHOUT. DER W I DF N I NI ,3-16 _ 1E+ tJ00 ' SOUTH ,FROM SOUTHWE'>1 109TH T..4 -o +4 . NORIHHI.)UNI LANE. '49W LEI 1 ':,HOUI. ()l:k WL DEN I NO 3- 14 1'3 6005OUTrI FROM SOUTHWEI 1091H 144 .b 9._' .4 PNmarks: — c : Tt DEACON LORPORATION r_ I t r UV Ti rlRt''u MPPI ARI HI lFi 1 - _ SAFEWAY STORES INC — T . vrlNN L W Re =____ Totted byr Rports pwrtAin to the (net etj.je 1 tested/inspected only . CARLSON TESTING INC. Information contained herein is not to be reproduced,except in full, without prior authorization from this office. CITY OF TIGARD BUILDING INSPECTION NOTICE pt Inspection Line. 639-4175 Business Phone. 639-4171 Footing Rain Drain Cover FINAL: Foundation Water Liie Ceiling -Plumb. Post/Beam Mech. Shear/Sheath Framing -Mech. PIbg.Und/FIr/Slab Plbg. Top Out Insulation -Elect, Post/Beam Struct. Mech. Rough-in Gyp Bd -Bldg. San. Sewer Gas Line Appr/Sdwlk Reins. Other. T Date 3a/74 A.M. P.M. Entry:__ Address ___/._�--eLrL_C2_ - Tenant: _.-_. Ste MST: ^---, . BUP: Con/Own: 1 �`-ka MEC: PLM: "2-;e-15- 5 ELC•IG Oma THE FOLLOWING CORRECTIONS ARE REQUIRED: ELR e'er €-*l P[// ! Inspector: < <� < /\,17:11— Date 33//'� -, APPROVED _DISAPPROVED/CALL FOR REINSP CF CO CITY OF TIGARD BUILDING INSPECTION NOTICE Inspection Line: 639-4175 Business Phone: 639-4171 Footing Rain Drain Cover/Service FINAL!'$ Foundation Water Line Ceiling -Plumb Post/Beam Mech. Shear/Sheath Framing -Mech. PIbg.Und/FIr/Slab Plbg. Top Out Insulation -Elect. Post/Beam Struct. ech,Rou2h in Gyp. Bd. -Bldg. San Sewer Gas Line Appr/Sdwlk Reins. Other _ _ Date 2/20 A.M. P.M._..__ Entry:_ Address: _ 4, ALAI .,,ter - Tenant Ste: MST BUP: Con/Own: _ MEC:erg—c..4.--47-11 PLM. THE FOLLOWING CORRECTIONS ARE REQUIRED: ELR Inspector. — Date:3721 AI _ PROVED _DISAPPROVED/CALL FOR REINSP. CF CO Carlson Testing Inc. Construction inspection 6 Related Tests Geotechnical Consulting REPQRT OF-6X12 CONCRETE TEST SPECIMENS P.O. Box 23814 Test Methods: ASTM C172/C1231/C39/C.31/C1064/C143/(. Phone ((503503)6 68.' '1 Tigard -3461 __- 84-3460 FAX M 684-0954 Date Molded: 0:3/20 . 19 96 Job No. 95-4145 Permit No: 131JP'45-0'317/t3UP95•- - - 0'.,'0 Client: . STEM I NG DEVEL OPMEN 1 CO -- JEFF RASAK Project. T.IGARt-) PROMENADE ---------_-_--- Address: I 1 GARD UP -- -- - - -- D DEACON C URPCIP >I L ON Contractor: _..---_S --- Sub Contractor: —.---- _-- __ .-- -------___ Concrete Supplier WI L SONV 1.L. L E (UNC PE T E I'kilLl.lt-Truck No. 1 I Ticket No1 4'- `_.027 Cast By. __-- C . K A S T E L Cu.'ds. 1 t Load No.1 —.--. SUNNY F.0 41 Weather - - ---- -- - — Temp High: - - Temp.Low: _...1__1_ - NI- l IlWA1.1. I IN ,A/ I(1'4 I H LPlacement of Placemen Test Time: 1 l� 'C) Concrete Temp: .,e? jr.c.P ;- Strength Requirement PSI 0 days Slump . Cement Type .__ __ tra00b .1 . $ Mix NoJNo.Sacks -- Air Content _ -----------_-_- ---- --__—_-- Max Aggregate ---_—__.- ---_ Admix Amount: _-.. . .._Brand: —___ _..Admix.Amount: _._ _Brand: Set Taste Register Date Date Total AUnit Report I Tested No. Days Number RecdArea Test Load FSI No. It By 7 07130 03/22 o. 6 .4r:-..-; . 1-3 . tr:. .: `-.4 1 o A!;:, 28 0760 03/.! 04/17 127 , ISO /_< ,?'a 4 490 W.; 28 0760 03.•.".':.' 04/1 ,' 124 ,9HO : .2'=r 44::'0 A�• 0!t{0 c) ,..-: 04. 17 I .'S; . JCr :'l t•1 10 A''', Remarks• 10-GALLUNa._14 ER- ADDED1PilOAD_ RY CAP 1TOl r_ON(:RE-TF cc: S D DEACON CORPORATION CITY__4E—LI SaARP_ -- _-- g140 ,7(:;::20.0; MPR ARCHITECTSORSAFEWAY STES INC _ LABORATORY MANAGER — Reviewed By _ _Dltr. .reparta par_L811L.in_the__materiai teteri/inaepartar'i nnIy —_ tnMnnatinn contained herein Is not to be reproduced,except in full,without prior authorlietlon from thla office Construr'r,>n ?.;cpection A Re�ated Tests Carlson Testing, Inc. ceotechncoal Consulting P.O.Box 23814 Special Inspect.ton Tigard,Oregon 97281 Phone(503)684-3460 FINAL SUMMARY REPORT FAX(603)684-0954 March 20, 1996 #95-4145 City of Tigard 13125 SW Hall Blvd. Tigard, OR 97223 Re: Tigard Promenade J Permit #BUP95-0317 Safeway Store j (6276S 40 Wes , s f Nw,! #BUP95-0320 Tigard, Oregon Gentlemen: This is to certify that the items listed below are in accordance with Section 306 of the State Building Code, we have performed random/periodic special inspection at the contractor's re4uest of the following items per our inspection reports only: Reinforced Concrete Structural Masonry Structural Steel - Shop & Field Soils Compaction - Excluding isolated non-critical trenches All inspections and tests were performed and reported according to the requirements of Section 306 and, Lo the best of our knowledge, the work was in conformance with the approved plans and specifications, approved change ord€rs and applicable workmanship provisions of the State Building Code and Standards, as well as the structural engineer's design c_hangeF, and approvals. Our reports pertain to the material tested/inspected only. Information contained herein in not to be reproduced, except in full, without prior authorization from this office. If there are any further questions regarding this matter, pleasr do not hesitate to contact this office. Respectfully submitted, CARLSO7 TESTING C. DougDougfilia.W.ULeach President mbh cc: Sterling Development Company - Jeif Rasak. S D Deacon Corporation MPR Architects Safeway Stores Inc. Construction Inspection&Related Tests Carson Testing, Inc. Geotechnical Consulting P.O. Box 23814 Special Inspection Tigard, Oregon 3281 Phone(503)6843460 FINAL SUMMARY REPORT FAX(503)684-0954 March 20, 1996 #95-4145 City of Tigard 13125 SW :iall Blvd. Tigard, OR 97223 Re: Tigard Promenade Permit #BUP95-0316 Safeway Store #BUP95-0400 Tigard, Oregon #SIT95-0024 Gentlemen: This is to certify that the items listed below are in accordance with Section 306 of the State Building Code, we have performed random/periodic special inspection at the contractor's request of the following items per our inspection reports only: Reinforced Concrete St..uctural Masonry Structural Steel - Shop & Field Soil:; Compaction - Excluding isolated non--:ritical trenches All inspectiono and tests were performed and reported according to the requirements of Section 306 and, to the best of our knowledge, the work was in conformance with the approved plans and specifications, approved change orders and applicable workmanship provisions of the State Building Code and Standards, as well as the structural engineer's design changes and approvals. Our reports pertain to the material tested/inspected only. Information contained herein is not to be reproduced, except in full, without prior authorization from this office. If there are any further questions regarding this matter, please do not hesitate to contact this office. Respectfully submitted, CARLSON TESTING, INC. Do ch l President mbh cc: Sterling Development Company - Jeff Rasak S D Deacon Corporation MPR Architects Safeway Stores, Inc. r CITY OF TIGARD BUILDING INSPECTION NOTICE Inspection Line 639-4175 Business Phone 639-4171 Footing Rain Drain Cover/Service FINA Foundation Water Line Ceiling -Plumb. Post/Beam Mech Shear/Sheath Framing -Mech Plbg Und/Flr/Slab PIS To Out Insulation •Elect Post/Beam Struct ech Rah-i Gyp Bd. -Bldg San Sewer Gas Line ApprSdwlk Reins. Other -- Date " if----'17---A.% PPM , /Entry- Address-DI 5 (o4 6 SC,U ktb.- -- !'J w y _- Tenant: 1- ___ to MST ti C BUP. Con/Own 4 4,, C MEC ;IP– y Z 2- PLM -- ELC- 0 THE FOLLOWING CORRECTIONS ARE REQUIRED ELR• _ 111—°t:Pre'—' Ins ------------ Date: VED DISAPPROVED/CALL FOR REINSP. CF O , ___ .. ..._.... _ . .... . ... .._ . ow oF TIGARD COMMUNITY DEVELOPMENT DEPARTMENT 13125 SW Hal/Blvd.Tigard,Oregon 97223.0199 (503)039-4171 . .. _ . . .,- I - - - - - i...r. -,-oject Descript icr ' - - RE'..IIDENTIFIL L17, . . 1000 SF OR LE ZS - 4.) D. .200 ..,r.i.. . . ..., . ."- .' :,rATION. . . . . EACH ADD' L ' 7: .7. . . •,.7.-:,. -,,-k:.. . . . _ . - ' . ' 'CUT LINE LT .. . LIMITCD CNC' :1' • 0 ...71 , • r ' 11/PANEL. . . -Nr. I4M/ :......:...-rr. . . .:. . . , - - - ' .Art.L. ( 1." . - scRvICE/rECD .. ,Er. _ . . . . ..„ . - . """" ' TN:WC713N: 0 000 amp • ^ --- - ---r-TrN LIZI 400 amp. . • 01 1 t L.. '0 '....'7,,'C. OR rri.... - - - • e 401 :.#00 . sip • 0 77i r-r• r--, -.i r:tr- . -,.. -: - - • @ 6e1 10021 ampl. . . . . ::` r'' -#:%; 7::;7 17.-#' 7777; :....L; • - . - -- - -- , amp/volt • '', ' :, 7:r- _1:: -- . . . . . . . . ..71:' ' .C.._T Nomit4k... . : Reonnect only - 'r"T't.,', .7._':' Amr--. . : : c.....n.-..;:.- nntvortc DCC. : --„ Owner: - • - . , . EITERLINC DEVELOPM7-- 77-7 — `ION t ypt no' . :aby :loaf' recp+ Ln Jou_n cortrrzn-r- --- -- rr!.m- 1 t,-00. 00 r..77 03/1C/16 16 -.77-'15: 3050 :10L IDAY COUR", T. :-- ' ' r^". Cr $ 31C. 710 C:J:7 02/10/16 (D6 -07715, LA st:LLn CA )0027 v.-,,.., 4 . r.,7. ‘,,,:. n_17 r.".!/1"..4/16 'IC, 7715 phone Si: 619 -SAC. .nr.14 ! Cant) itc. t.t..i : TUALrITI,,! r.3 PDX cnr,s RrOUTPCr INSF7CTIONS - •- - WILSCINYILLS '7.7 7' '0 . , r.1 e LA 1 I Service . CI vc t ' 1 rintal M. : 'is ,:i s.t is issal sAitt tc ti feli..it :-1 .t:rtwl:" .- tt. h.-.:.,. : -_,:i., stilts if #.':-.27pc....a1t) 7::;.. ;•-•J 3:: :'' r'etttittc2t 51. ,;•i• :ails. 41; orl# .. : -s i.• a:::•;.' -cs ,#,,th• apprcied rafts. Th ,lerar! ...: , •• .` r 1E ":t Ittli: 1/Mir Ai Jays ;, iss.a-1., ' , : . • . eh ler__ .5;A,,,,,,zet __ ..... _ the, 13 days. . , The irsitaillaticH . , . . . z.t t- + H ..„, . i ?:#.ale, ..-iic:N -,-.; ••:-. ...... . • On - —• • ------- ------- .. . ..... I a- , Community Development ELECTRICAL PERMIT APPLICATION 13125 SW Hall Blvd / Tigard, OR 97223 Pianck/Rec. # .1. aL )717/5,/ Permit # _ �''"t E '& "/co 4.rel, Phone (503) 639-4171 Date Issued 3-/4- 16 '� FAX (503) 684-7297 CITY OF TIOARD TDD No (503) 684-2772 Issued by C'!a'!e r- S;l,.r s/f _ Inspection (503) 639-4175 1. Job Address: -T‘yAl c‘ �c-� r,�,t.� 4. Ccmplete Fee Schedule Below: Name of Development I ,a ,\,A.I r `, /` 4 5�.-) Number of Inspections per permit eflowsd ^_� Address TG .- C �CM( r nAr� Vr 1'LI Service included Items Cost(ea) Sum City/State/Zip \yfttcl OR ' iLCt 1L( /a. Rssidertiel•psi unit J J�_ OF 1000 sq h or Iau $11000 Name (or name of business)5kQtI,t1 " 't)zluettniA� Each additional or —_ — portion Ihar•ol 125 00 Commercial r4 Residential ❑ Limited Energy $25 00 EachManut'd Hon.or Modular 2 pwelkng Samrc.or Feeder NI 00 2a. Contractor Installation only: 4b.s«v1ne.or Feeders Installation •Morahan or relocation 9 .J i= 2 Electrical Contractor \un lat.,..., ��- r S c Mt— 200 amps or less $60 o0 'Li , Address R n._ X (42`)r) 201 amp"I.400 amps :60 00 401 amps to 600 amps $120 00 2 — City V.j,\Sc.Y1 u►l\S State L Zip q'1Orli 601 amps to 1000 amps 010000 1 Phone No. . 4 - ac c.)S _ Ova, 1000 amps or volts -r- 1334000 -- 2 Contractor's License No. . .8 rixOnne(1 only — :5000 Contractor's Board Reg. No. . c n5 O Ar 41 4c. Temporary Services or Feeders velallahOn aMeratron or*matron of Supr. Eiec'n 200 amps or less 15000 z / "hone arc 201 amps to loo amps 47500 _ License No. -3t--01)) 401 amps ro 600 amps 110000 Over 800 amps to 1000 rolls 2b. For owner installation : ....'V above Print Owner's Name4d. Branch Circuits _ _- - Now aforalan or estanerpn par panel Address a)'he leo for March orcu4s with Cit Strate. Zi PurcAaw o/service a 2 leader his. O y�._.—_.--.-------- --- --- p_------- Each branch orcurt 1500 (Phone No el The lee for branch orcv4s wrfhel/f The v1st3IIa?;on Is bell Iq made on property I own which is purchase of sen'ke or feeder lee 2 F-rat branch orcurt $35 00 2 not intended for sale, lease or rent. _____ Each addironwl brands orcurt 1500 Owner's Srgnaturn �^ 4e. Miscellaneous • (Service or feeder not included) 2 3. Plan Review section (if required): Each pump or vngetan orde — $1000 2 Each sign or outline Iphlvrg __ $40 00 Spnaf c,mua(s)or a Ir rlad energy 2 !'lease check appropriate item and enter tee in section 58 portal alteration or sixteenmo $40 00 4 or more residential units in OOP structure %mor Labels(10) __ 1100 00 Servw, and feeder '25 amps or more Systrr ,.,ver 500 volts nominal 41. Each additional inspection over Class'e)area or structure containing special occupancy the allowable in any of the above as or>;cnbed in N F C Chapter 5 t' .ep.rr'on __ 0.3500 Por hour $55 00 I if,01,,I -- 15500 Submit 2 sets of plans with application where any of the above apply. Not required for temporary construction services. 1 5. Fees: 5a. Enter total of above fees $ I 2 CNOTICE 5% Surcharge(05 X total fees) $ -- PERMITS BECOME VOID IF WORK OR CONSTRUCTION Subtotal $ AUTHORIZED IS NOT COMMENCED WITHIN 18C DAYS,OR IF 5b. Enter 25 of line A for CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR Plan Review if required(Sec 3) $ VI A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS S^ubroral $ _10-75 AMENCED f1 Trust Account I = A`t IBalance Due $ \ ) 1. I September 6, 1995 CITY OF TIGARD1 OREGON Musil Perxowitz Ruth 9150 S.W. Pioneer Court, Suite T Wilsonville, Oregon 97070 Project: Tigard Promenade, Building "A" BUP 95-0317 JOB NO. 93-657-22 Tigard, OR Subject. Electrical Plan Review The plans submitted were reviewed for conformity with the 1993 National Electrical Code(NEC)and the State of Oregon Electrical Specialty Code, The folkwing was noted: 1. The 1993 NEC is the minimum electrical requirements. 2. The service grounding conductor should terminate on a (Ufer) rebar as per NEC article 250. The water lines ari building steel should be bonded to the grounding system. 3. The listing instructions on the lighting fixtures may limit the number of fixtures per circuit. 4. There will be no water lines or riVAC vents overhead of electrical Panels. 5. Signs and Neon letters require U.L. listing and labeling. A copy of the listings installation instructions to be on job site. 6. Restricted Energy Electrical Permits required for Fire Alarm, HVAC controls, Security, and landscape irrigation system. 7. The electrical step-down transformers shall comply with NEC 240.3(i). 8. The electrical Permit Fees calculation is l'1 including Plan Review. Please contact Michael Rudd to discuss the electrical notes at 503-639-4171 ext. #356. Thank you for your cooperation, Jr" Michael Rudd Electrical Inspector 13125 SW Hall Blvd., Tigard, OR 97223 (503) 639-4171 TDD (503) 684-2772 1 I III 1 11 , 11.I, I ! I I , 1 1 ,1 I 'cl „ii Ili 1'1 , I II 'I II 11, , , , I :, I t I, , I a 'I I 1 1' , • 00 NFIPII I I I1 I, , 1 1I I 1111 I t1 I I 1111 ! 101. 4111 011111:1' ` t I I 111 I,t ' I 1111111 1'1 , 11 II , ,, 'rt• 11 , ,,II) II I F IIS .IIll '.' 1 . 1 , .1 r 1 I . 1'1 III 1r.,! III II1IYint tII I ,I•,III I 1 , Ili I, I ' ,1', I , I 1 111 I1. 11 III 1'I I'I,Ii I I , . ,, I ,! 1,11 ' 1 I' I I I' IIIIIILIII'I 4,11'•1 11 41 1 I. 1 , I I I I 'II, 01610 111111 I,III ,I II, 1.119 1 111 11 II II. , 1111111 IIMI1IIIII 11111' Carlson Testing, Inc. Construction Inspection & Related Tests Geotechnical Consulting BPORT OF6X12 CONCRETE TEST SPECIMENS P.O. Box 23814 ASTM C172/C143/C1064/C231/C31/C1231/C39 hone(503)6 4-3461 Test Methods: Phone(503)684-3460 FAX tt 684-0954 Date Molded: 03/19 19 96 - Job No. 95-4145 Permit No: BUP95-0:317/BUP95- 0320 Client ,TERLING DEVELOPMENT CO - JEFF RASAK -- — Project T1,—ARD PROMENADE Address 1-TGAI�U UI. ----__- -- -- - -- -- Contractor. c I) DEACON (- ORP(hiA I I( Sub Contractor: Concrete Supplier ROSS_ISLAND 1 S,l.ANl) •`•AfJC) _. f ikAVF L Truck No. - ' -_-_.__-_.-_ Ticket No I `t_4`) _r z�' Cast By M;L ARSON �.- _-Cu.Yds. 1 I .- Load No.'i l)IJfd1 43 Weather. Temp.High: Temp.Low _ --_ Location of Placement •' Ihf= IVFWAY Al-'I7'F'iA( III. . , It,I-: 4 I I'.`. 1 1 : r,0 1, 4 -.-Test Time: ___.___.._ _ Concrete Temp -07.00 . , .1 I ,.4 „ Strength Requirement PSI 0 -______ days Slump Cement Type 3'.0013 i ., ca Mix No./No Sacks Air Content -- --- Max Aggregate VI,' Admix.Amount _-___ Brand: Admix.Amount: Brand: Set Test@ Register Date Date Total AUnit Report Tested No. Days Number RecdArea Test Load PSI No. By 0E.Fv:o '31 28 . -35 :j01 C) ti., 066.19 (., 1/20 0 04/ Ir. 1 .''3 ,4 )0 213 . 30 4.360 A`:, - - 0689 01/ 0 04/ 1 ,. 125 ,070 20 . 30 .44 20 AS - '0 Or,H'a 0 ' .0 04; I • I . 170 ,.?ti . 10 44.'0 i ►'�' , 1 i i . _ I Remarks - .._-------- --- —-- cc : S D DEACON CORPORATION CITYOF TIGARD - FI R_A CCH'IfiECTS - -- -- giiii4,_ SAFEWA ' STORES INC - - — - - - - --V. LABORATORY LtANMS ' Reviewed By Our repo-ts pertain to the material_ tested/inspected only . Information contained herein Is not to be,reproduced,except in tuft,without prior authorization front-this office CITY OF TIGARD BUILDING INSPECTION NOTICE Inspection Line: 639-4175 Business Phone: 639-4171 , Footing Rain Drain Cover/Service FIN•r Foundation Water Line Ceiling -Plu 1- Post/Beam Mech. Shear/Sheath Framing Noe -Mech. PIbg.Und/FIr/Slab Plbg. Top Out -Elect. Post/Beam Struct. Mech. Rough-in Gyp. Bd. -Bldg. San Sewer- Gas Line Appr/Sdwlk Heins.1 Other: Ldee ' Date: —_3 -1 1' 11 (o A.M. P.M._ Entry: Address: J € 1 -5 Q _ Cc) -- Tenar� C,b4-4(0.44, te: MST. Own:�Ge►t 5c D. MEC ,e4` ,7 ul, C 6 )1- �1 / 0G PLMELC THE FOLLOWING CORRECTIONS ARE REQUIRED ELR C --_ - --- - 77-Et --------- --- - -�-ate -- � ------ --_ Inspe or. �� Date 34IV . PPROVED _DISAPPROVED/CALL FOR REINSP CF CO r` CITY OF TIGARD BUILDING INSPECTION NOTICEe /� Inspectior Line 639-4175 Business Phone 639-4171 /'j? Footing Rain Drain Cover/Service FINAL: Foundation Water Line Ceiling •Plumb. Post/Beam Mech. Shear/Sheath Framing -Mech. Plbg Und/FIr/Slab Plbg. Top Out Insulation -Elect. Post/Beam Struct. Mech. Rough-in Gyp Bd -Bldg. San Sewer 7 Lr Appr/Sdwlk Reins. Other: Date: _ ?? l31140___ A.M _P.M. Entry_ I Address: �S�kt) �-G _ , Tenant _ Ste: MST Con/Own• BUP: PLM: ELC THE FOL LOWING CORRECTIONS ARE REQUIRED ELR: Inspector A9 Date: '/3'! b PROVED DISAPPROVED/CALL FOR REINSP CF CO r: y OF TIGARD COMMUNITY DEVELOPMENT DEPARTMENT ''� ' 13126 SW Hall Blvd.Tigard,Oregon 97223.5199 (503)639-4171 1�/� -.-r. :Tc ADC ' I.�.L_. ..._ . .... t _4 .1E3DIVISION . _OCK :.Ass or WORt'.. . :NCW mr . C USE 'CCP' UNIT :..T►R�. . . 4 .C ` - o 1.; Il 1. _ • 0 !'.ALJ �Jtr�.^.. �.O..�r�rPnn.. f•C:.J 1EL TYPra 7 F. . . 3A:,/ i - r -. JT: "- 'E ormpEP ^, . . `t -. . . . 'sl , OF UNITS _ . .1N ( 1003 LTL . A0N )1tIOOK PTU: 4 \ J.. .. 7.■4.•ks, TISARO rncrir, ^EVCLOc''!'rGof'rcro7--' LLL LH JOLLA CORPORA% CENT•'; . r t , L, '':e c p; '"1` 3252 HOLIDAY COURT 23 ' _ '?. ��L LA JOLLA CA 92037 • n 141,..f a: G11 11:46 •r: (415 _,HE!!M1N PORTLA\L C . r; - • - •.yS . h.'IIC:j.e. :J:FI :Ill 0f . I. ir._.. ., . 3. .. I - ri..0 ei•! .,A�, r.. .3 • tl.. :, .. . .. ..: :a-:r-... .... '..1 rE i:, r .: ,,. . .� .. • Cda), .f ....a'. , . . P. .. r, ... . a ?lac_ _' - V City of Tigard MECHANICAL PERMIT Planck/Rec. Si h VIC, 1-3125 SW Hall Blvd. ,, APPLICATION Permit # .1' ' ' ' _ '.• 1, Tigard, OR 97223t..., ,co, � . 7,i r/ 2/ ��_ ��, (503) 639-4171 -).11 ".' j-> l / 7 zsa`_'1 ,,,,,,,,=,,,,,-;„. ._— tJescrtption I W 1 r•, I ,,) I 1 Table IA Mechanical Code CITY PRICE AMI Jobr,. 1) Pmd Fee -0- -0- 10 0n Address I '- •-- e� s- --- - - _______-_ ' - I (7, (-1< I t 1, 2) Supplemental Permit 3 00 'siik^siMWOW•rt Furnace to 100.000 BTU ~ -1,` ( i 4 .,',...1k1 (11(.' 1) incl ducts &vents 6 00 1O Mw w... • Furnace 100,000 BTU + Owner ,!' r� �_ 2) incl ducts 8 vents 1. 7 50 jr) Floor Furnance �� 3) incl vent 8 00 ---f=---t, •' T Suspended heater a11-heater 4) or floor mounted heater 6 00 "w.•ma." 11=-------' Vent no nc in `— Occupant 5) appliance permit 3 00 • — a Repair of heating, refng 5) cooling. absorption unit , 6 00 - -7 Boiler or comp, heat pumo, air cond ' l I ' I r % L ':1• 'f �- 7) to .t HP absorp unit to 100K BTU --00 3 ' - Vein. ••• •°M -137571;77-if comp. neat pump, air cond r 8) 3-15 HP, absorp unit to 500K BTU ? 11 003 Contractor - .__froi or comp, heat pump, air cond ` 3 •t `', 9) 15-30 HP, absorp unit 5-1 and BTU 15 00 ^"t"'rP•b•x•n"^ Qv ma"i Boiler or comp, heat pump, air cond " I _ 121 A 10) 30-50 HP absorp unit 1-1 75 and BTU 22 50 There6- acknowiedge that I have read this application, that the,. f- WN(l -moiler or comp, heat pump air cond ' information given is correct, that I am the owner or authorized v�/ 11) > 50 HP, absorp unit 1 75 and BTU 37 50 agent of the owner, that plans submitted are in compliance with f(( Air handling unit to State laws, that I am registered with the Construction Contractors 12) 10.000 CFM 4 50 Board. that the number given is correct (If exempt from State f Air handling unit registration. please give reason below) 13) 10.000 CTM + 7 fO Non portable 14) evaporate cooler 4 50 Vent fan connected A r 15) 'o a single duct ac 3 00 ,g,(/ 1 Ventilation system not ///:/D& / -//,/,..G 16) included n appliance permit 4 50 • • �f ah• Hood served by I71 mechanical exhaust 4 50 Describe work new'S,/ addition 0 alteration U repair t ) Commercial or industrial - to be done residential 0 non-residential tQf 181 type incinerator 30 00 Existing use of Other ,e woodstove water building or property 19) heater solar, clothes dryers etc 4 50 Proposed use of 20) Gas piping one to four outlets I 2 00 2_ ...-- building or property i' _: I or 1 '171 21) More than 4-oer outlet leach) L 2 00 e r'" Type of fuel -oil 0 natural gas C) LPG O electric (j - - - f 1- NICE Mimn•um Fee 525 00 SUBTOTAL + PERMITS BECOME VOID IF WORK OR CONSTRUCTION f rI AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS OR 5% SURCHARGE (y c s l IF CONSTRUCTION OR WORK IS SUSPENDED OR '--�� —__i �r ABANDONED FOR A PERIOD OF t80 DAYS AT ANY TIME PLAN REVIEW 25% OF SUBTOTAL ( t AFTER WORK IS COMMENCE:` --- I TOTAL ' 1). ' r `4� Speciat Conditions r� ,/ , 4._�_fY Date issued C �> / i�o by mit N< r's�` .+LjG,401711M(CMM' 1 1 1 1 t 111 1 11 11;1 }.1 I ( II 1 1'1 1 '11, 111 III 1,1 ! 1 II' 1 rill- I'if. -,'lfJt I1 III I i'. ;i$1111114 1 141 I Id., iJr I1'II. 3 L 11/111 1 111.1 WI 'I 11+1 1 I I 1 1 ,1 ,I 1 110.11 1111.1 I a 1II 1,I I Vic;, I 111 ', }.I `1111 11,11 III I'II IIli I' I i'I111 I S. 1. 1f• .I 11 t 1 1 " 4 ' , I H.1 I '11Ir I I !WO), I I1, • • I 1.t11.1'1 I' l II I'i l 1 1 IF N I 11111 H II 1 I I Iii I 1 " 1 I, it II I, I I I 'III MI I I IIINV I I III II _ I•I.., 1,1 • I I . I I ,`• e h11I III(III I.III ISI IIII (.111 I I. , 1.11 bl , 111111 11 1'I I; 111 f.., D1tLlll �t 1 (13 11) +5I°5tl15r' 44W 1411, LI II 11Wv II1I lI I4I1111111I I '11III I Construction Inspciiw: & Related Tests Carlson Testing, Inc. Geotechnical Consulting X12 CONLRE'N. REPORT °FE.' TEST SPECIMENS P.O. Box 23814 C39 : Tigard,Oregon 97281 Test A- TM Cl72/C1 -1 / ri ii0, , /1 4 ; . Phone(503)684-3460 FAX 0 684-0954 cd..11-41:. 0_11 // hOw-5 . , 19 ''' Job No. '' ' `41' Permit No:4':' Date Molded- 03/08 . U Client 5.iTERLING DEVLLUPMENI Cu - ft El Wi..4-IL Proect 1166RD PROMENADE SA rc Lt.4 1-1 — j TIGARD OR Address 5 0 DEA( (...)IV L.Util.'1./KA 1 I in 4 Ctintractor Sub Contractor: LONI, 1 AI: 1'4010 HI.41.....,1 Concrete Supplier Triad No /4. Ticket No ' i kili$I Et. 10 .1 Cast By: Cu.Yds. Load No ------....=.............. ....................mimmomi....... OVLRIA!7, I ,k; 4(i Weather: Terisp.High: Temp.Low: I_.1 6H1 POO:: 13A`i,t • . 14k.11‘' I i 1141 • . I t..mr4c P , ...1)1.) 1 1 it p•i.... i I. 1 nosii I.! rayl/ NUP Ill Location of Placement: 1.A:,( i_01-4,1i• I; 01: ' 114 1'11'11 / I 0': I I I I'.i Test Time: _ __ .. __Concrete 1 crap _ Strength Requirement PSI ® days Slump Cement Type _ . Mix No./No.Sacks Air Content Max.Aggregate ' ,4:30 0/ Branet41.I ,t i 111 NI ; Admix.Amount: Admix Amount: Brand- Set Taste Register Data Date Total Unit Report Tested No. Days Number Recd Test Load Area PSI No. By/ , .,... , k! : /t , k: '; • J 6 , .. . '-ii-A.) 6 . 1 7-- 2E1 0 356 0 ;i I)-. 0i4'C 2ti U ii, i 0:•ii0.-,1 O1/( ., , HOLD 0 4 i_., :i 1 , ftmarkr HUT WAIER ADDEO (;;;2414;/ cc: S D DEACON CORPORAIION CITY OF ' DAR() MPR ARCHITECT SAFEWAY ' 7ORES INC LABORATORY MANAGER — - Reviewed By Our reports pertain to the matt..rial tested/„inspected only . Information rontalned heroin is not In ha rarandi iced,except In kill without new authortzatton from this office. C onstruction Inspection b Related Tests Carlson Testing, Inc. Geotechnical Consulting 3EPORT OF X 1.' �: UN( hE.1 t_ TEST SPECIMENS P.O. Box 23814 AASHT0 T141/T23/T11.4/7196/A�.TM C1064/T22 Tigard,Oregon 97281 lest Methods: Phone(503)684-3460 FAX M 684-0954 )ate Molded 0'3/08 , 19 '4�' — Job No. �� q 14--' Permit No: li1.11>'P.' -() .s 1.7/(3UP'a�, ;tient STERL I146 UEVEL01:'M1'N I C.0 - .IF.I:1' t-\:'':.Alt 'roject T IGARD F'kOME NAN:: - lddress. _ I [t;F1F'I:r VI? `— -- --- f.., i) DEACON C.1ti.l.'OF . I I i 114 )ontractor __ _—__.—_ _. Sub Contractor. I ONE'•T AP NO,'1 I1W1. . I +4�,1t 14 ;oncrete Supplier Truck No. Ticket No I- . I.IA' 11 I I ' ' I ;aat By: - Cu.Yds. _-_. Load No. (lvi I.' ', • I 45 Heather —.-_—_-- Temp High _ _ _ Temp.Low. _ 1... i(:,H t 1'i il. '. C3A`:4 NOIR t 1-114 ':,l i OIRNI:i•' , `_.t.tl.I I I I: I . ' U.NI l' r1Nr i NOI'T H ocalion of Placement: ----------------— — --.__�.--.___--—.._..__._ E. „ I ( 01%,I.J1 I. r)1 'P.'1..1 (.1 JI l t'.'! r:1 .1 . r,'-) —Test Time: Concrete Temp -- :Oi,n , 1 I i strength Flequirement. PSI 0 — days Slump Cement Type . 1 , ,Aix No./No Sacks Air Content Max.Aggregate 2R(;) i i ' 111-'I .i', 0 ii: Til Vk ldmix Amount: --- ._.Brand: _—_.__ —__Admix.Amount: .Brand: __ __.._ Set TestO Register Date Date Total _ Unit Report Tested No. Days Number 1 Rec'd Test Load Area PSI No. By --�.. --- ---- -.. -..---1-- �-- --. ----. . - . _s____. ,?8 0 358 1 0.3/0'a 04/ori 1 2F, , 160 :?); ..'i:, '14 '(> A`.., 3 0 3'-,)31 it /O':/ 04/0'. 1..'4 ,070 .2+.3 . .'0 14.'0 Ac I 1 lemerks HOT WATER ADDED -_ —- cc: S D DEACON CORPORATION CITY OF TIGARD WA ARCM fi€rfis ----,-- ---47'llecil-. — SAFEWAY STORES INC LABORATOPY MANAGER Previewed By Our reports pertain to the material tested/inspected only .__ _ nformetlon contained herein Is not to be reproduced,except in full,without prior authorization from this office. i CITY OF TIGARD BUILDING INSPECTION NOTICE / Inspection Line 639-4175 Business Phone 632-4171 Footing Rain Drain Cover/Service FINA Foundation Water Line Ceiling -Plumb Post/Beam Mech. Shear/Sheath Framing -Mech PIbg.Und/FIr/Slab Plbg Top Out Insulation -Elect Post/Beam Struct. Mech. Rough-in Gyp. B •Bldg. San. Sewer Gas Line ppr/Sdwlk Reins Other Date . � __ A.M. PfiA. Entry _ Address / jirt-C�i -- Tenant _ Ste MST — — — — BUPl Con/Own — —-- MEC: PLM: ELC: THE FOLLOWING CORRECTIONS ARE REQUIRED- ELR: ids- Inspector Date5 f i ?5 _ VED _DISAPPROVED/CALL FOR REINSF CF CO Construction Inspection &Related Tests Carlson Testing, Inc. Geotechnical Consulting P.O. Box 23814 Tiger ;, Oregon 97281 Phone(503)684-3460 FAX (503)684-0954 March 6, 1996 ♦95-4145 .CTI Permit No. Buelli B1.4?- 03161 �up4S10YC1p15 (T-aSUa SHOP INSPECTION @ Isley Welding DATES COVERED: February 29 , 1996 PROJECT: Tigard Promenade ADDRESS : Tigard, OR INSPECTOR: J . Stephens ♦02-29-96 : CTI representative provided special inspection of full penetration welds for column repair at 4/D building as per ANF & Associates job P95133 field detail SK - 1 transmittal date 2/20/96 . Isley procedure checked and approved. Welder Howard Johnston has • valid certifications from City of Portland and Braun Intertec . All fiti'p inspected and approved. All welding and backgouging inspected and approved. Process -. GMAW dual shield Wire E71T- 1. Gas - 100% carbon dioxide ••06.1.600 Our reports pertain to the material tested/inspected only. Information contained herein is not to be reproduced, except in full, without prior authorization from this office . If there are any further questions regarding this matter, please do not hesitate to contact this office . Respectfully submitted, CARLSON TESTING, C. ojI L) Douglas W. Leach President JS :eah cc : Sterling Development Co - Jeff Rasak SD Deacon Corporation City of Tigard MPR Architects Safeway Stores Inc . Construction Inspection&Refuted Tests C as r s o nTesting, Inc• Geotechnical Co.u offing P.O. Box 23814 Tigard, Oregon 97281 Phone(503)684-3460 February 29, 1996 FAX (503)684-0954 495-4145.CTI Sterling Development Co - Jeff Rasak 3252 Holiday Ct Suite 225 f U P qb - OSS/lil e 4t P9 S/ La Jolla, CA 92037 Ott00 / S / r-0(3.1 Re: Tigard Promenade -- Tigard, Oregon Maximum Specific Gravity Testing Gentlemen: Following are results of a maximum specific gravity test conducted on a sample of 1 1/2 "-0 material supplied by Tigard Sand & Gravel and sampled by our representative on February 23, 1996, from the stockpile, utilizing method of sampling T-2 . This sample was received in our laboratory on February 23, 1996 a.►d tested on February 26 , 1996 . OSHD TM 306A/TM 368 Rice Value = 2 . 616/163 . 2 p.c. f . Our reports pertain to the material tented/inspected only. Information contained herein is not to be reproduced, except in full, without prior authorization from this office. If there are any further questions regarding this matter , please do not hesitate to contact this office. Respectfully submitted, CARLSON TESTING, IN''. k)c Itc__� Douglas W. Leach President kaa cc! City of Tigard MPR Architects Safeway Stores, Inc SD Deanon Corporation •02-29-96,105,1 ciri OF TIGARD rcnm4UI0LDING PERMIT DATE I:;SUED: 0 / : /9Gr COMMUNITY DEVELOPMENT DEPARTMENT 13125 SW Mdl Blvd.Tigard,Cvsgon 9722346199 (503)639 4171 PARCEL: 2S110rc .00.-�0s SITE ADDRESS. . . : 0 SW PAC . SUBDIVISION WILLOW BROOK FARM ?ONING:C-G BLOCK LOT . 11 REISSUE: �r FL-n01� AREAS - -- - - - - • EXTERIOR WALL CONSTRUCTION- CLASS Or WORT•:. :NESJ r! '.\-",T 0 3f N: `;: Es W: TYPE or usc. . . : Cola 3ECONr. . . : 0 sf PROTECT OPENING';'' TYPE OF CONST. :SN . . . : 0 sf N: S: E : W: OCCUPANCY GRP. :D2 TOTAL 0 F Poor ON,T : r I RC RET 7 : OCCUPANCY LOAD: 0 BASEMENT. : 0 sf AREA SEP. RATED: r TCIR. : 0 IIT: 0 ft GARAGE. . . : 0 , f OCCU SEP. RATED: BSMT7: MELT'' : REQD SETBACKS- - -- - - PEQLIRrn - - -- ------ • -- FLOOP LOAD • 0 jos f L rrT : 0 ft PH : h t '- ' ',MON OCT. . : DWELLING UNITS: 0 FRNT : 0 ft REAR: 0 ft rIR ALkM: IINDICF ACC : BEDRMS: 0 BATI1'.; : 0 IMP SURFACE.: 0 PRO CORR: PARKING: 0 VALUE. f : 16975 ,--- . Remarks : Shop Bldg A (fsre suppression system Owner : - STERLING DCVELOt-MENT CORPORATION type amount by date reept LA JOLLA r"l7Rf'QRATE C:t ','rr PPMT 4 L'.-.. 50 JO 01 /17'96 96 - 74970 325;: HOLIDAY COURT, SUITE : FIRr t 49. 00 JP 01/17/96 96 274 LA JC?LLA CA 72077 ;C C1 $ (_,. 13 JD 01 / 17/96 16 -274`: Phone N: 619-546--0841 Contractor : - - GRINNELL FIRE PROTECTION GRINNELL cm-. 2870 NW 29TH AVE PORTLAND OCA 97210 - - -- - -- ---- ---------- - --- P',o• Tl `0.: 17.:' $ 177. 61 TOTAL Reg M. . 0:,_;,:'710 - - - - REQUIRED INSPECTIONS - This perm is issued subject to the regulations contained to the Sprinkler Rougl Tigard Municipal Municipal Code, State of Cre. Specialty Codes and all other Sprinkler Final applicable laws. All well sill be done in accordance with Nit . : t,r:-r t i WI apprased plans. This pera:t sill ewptre if stork :s not start,: I ina1 Ir',pei t tan sit"in 180 :sys of iss.ance, or if mark is suspended fcr ac-e than 181 nays. - . _.... __________ SSSS ___ ______________Permittee t t r _ _ _ _ IssuaJ Dy : .//44...... tdhiu' Caulfc, r . pe: tion 639 4175 1 ii -.. A,v c 0-314 01 'VL?. ' // (/i\ PLANCK* 0/- ? .3CDate: C /l APPLICATIOIN FOR PERMIT TO INSTALL FIRE SUPPRESSION SYSTEM BUILDING DIVISION, CITY OF TIGARD 639-4171 DATE: /7/Z/9 4.. I-ERMIT • kt1 (15 4.7) 9 Valuation I / d y /...,".e.c, Amt. Paid: / 7 7,. U' 3 _ Permit Fee: I 1 1 . r• _ 1 40% Plan Check Fee• 4 `Is("c' '' Balance Due: o State Tax: (.', i 4) (7 . Plans must be submitted to the Building Division before installation. Three sets of the plot plan, showing the layout and the location of the nearest hydrant is required. New Installation: '' Addition: Repair: Alteration: Complete: < Partial: Exitway: Basement: Hood S Vent: Spray Booth: IN EXISTING BUILDING. IN NEW BUILDING. ). 15460 NUMBER Si STREET: 4S..4.--c.- ►%- , `-),etsc a-v z: ►kw y, (1) NAME OF BUILDING or BUSINESS: 'T3L NsNt�4 s'.z._I`4,r1Yf�1.. ��s- U 1' \_. _ - NO. OF STORIES: I SIZE OF BUILDING:/`t`l WfOCCUPIED AS: Mti 14c.lAt - - LL= TYPE OF SYSTEMS: Wet: n Dry: Combination:__ STANDPIPES: OCC.HAZARD: Light ORD.GRP.HAZARD 1_ 2_ 3_ J_ Extra DENSITY GPM/Ft2 DESIGN AREA ft2 SPRINKLER AREA rt2 SPRINKLER ORIFICE SIZE: lid. ' "K" FACTOR _ 4• TEMP. P,ATING ''., ' OWNER: 4TiftZo_S.Yc.- I),,•vvtWrit /1/4.i; ADDRESS. S< c cmc4"VriY g_7. Itz ?s- t.. 3uc.4Q,e-J't , ej lc. ;Gi• CONTRACTOR: _�,L). kiL.-Ac.v,'i PLANS DRAWN BY: 6r'or,vwt c I 1 t'u ADDRESS. .. 4^y�. v << t `t u' , t',:i_i /f, '1/c r u REMARKS: APPROVED permits includes only work described above and/or on plans and specification bearrig the same permit number and will comply with all applicable codes and ordinances c' the City of Tigard. SPRINKLER COMPANY: c>l.,_iiv/Niel L. /7,L.; ;)24.:,1rC:Z4rIPHONE: •37 z. z; i..-1- -- SIGNATURE OF APPLICANT: ,(- BUILDING DIVISION: J PERMIT VALID FOR 180 DAYS R4opnyatif r..«. ll____ �: - r Construction Inspection dr.Related Tests Carlson Testing, Inc. Geotechrttcal Consulting P.C. Box 23814 MOISTURE - DENSITY RELATIONSIIIP CURVE Tigard,Oregon 97281 HARVARD Phone(503)684-3460 FEBRUARY 28, 19% FAX (503)684-0954 95-4145 Client: STERLING DEVELOPMENT CO - JEFF RASAK 13 t*1 _ 03141 (Au i s f ot. opl S t r-.) Sen Project: TIGARD PROMENADE Location: ON-SI ICE(STOCKPILE) Sample: 1 1R"-0 ROCK FROM TIGARD SAND & GRAVEL Test Methods: OSHDTM104,TM106, Sample Method: AASITTO T2 Preparation Method: MOIST Type of Comp.Hammer: CIRCULAR Completive Effort: MANUAL Percent Passing #4 Sieve: 35.1% Oversized Material: REMOVED Date Received 2 23 -96 Date Tested: 2-2:,-96 Optimum Moisture: 20.6 % OSHD TM EM 113.3 PCF Optimum Moisture: 6.3 % OSIID TM 106 133 PCF 11s 114 , - 113 -- — f --- co m X12 ~ H1 n 0111 . 1 a A 110 104 106 - 16 17 16 19 20 21 V 73 MOISTURE CONTNNT (%) 01:: S D DEACON CORPORATION SAFEWAY STORES INC CITY OF TIGARD MPR ARCHITECTS Information contained herein is not to be reproduced,except in full,without prior authorization. February 22 , 1996 1 CITY OF TIGARD OREGON HVAC, Inc . 7 815 SE Sherman Portland, OR 9714 Re : TIGARD PROMENADE, SHOPS A & C 15660 SW Pacific Highway ` PC1-19C MEC95-0269 The plans and specifications have been reviewed for conformity to applicable codes . Please submit three 3) sets of revised plans and specifications incorporating the following requirements : Provide the designing engineer' s calculations for the attachment of units to resist seismic forces prescribed in OSSC, Section 2336 (b) . A. Every page or sheet of a set of plans containing drawings and specifications required to be prepared by a State of Oregon licensed engineer must ht: stamped, signed, and must have the expiration date of that engineer' s license by his signature . OAR 820- 10-620 and ORS 672 . 030 (2) . it . The amount of outside air provided by RTU-4 , RTU-8 , and RTU-16 is not adequate to provide each occupant with ventilation required by OSSC, Section 705 (b) . Provide not less than 450 CFM of outside air by RTU-4 , 325 CFM by RTU-8 , and 325 CFM by / RTU-16 . Ar. Provide an analysis; of structural requirements prepared by a licensed engineer f )r supporting the additional HVAC unit (SSC Section 302 (b) ] If you wish to discuss - ^y of these items, please give mP a call . Sincerely, James Funk P' ans Exai,uner mec95-0269\pcl-19c 13125 SW Hall Blvd., Tigard, OR 97223 (503) 639-4171 1 D (503) 684-2772 Construction Inspection &Related Tests Carlson Testing, Inc. Geotechn(cal Consulting '.0. Box 23814 .JOU NO. _ 15 4 1 4 Tic ird, Oregon 97281 F F'I ' 1 ' , 1 '�'Jr. Phone (503) 684-3460 REPORT OF IN-PLACE DENSITY TESTS FAX (503) 684-0954 Client SIEkL INC, I)FVEI UPMFNI _I ) .ILII 1:+4',,C11. e Prow'• I I GAk0 PROMI NADF T I GARD OR $1+P4S-o3 ii./[3 4F9s-oyeo/ Material Description 3!4 "--O ki 11 K F kliM 1 I C,GRD ,AND 5,T - coas Max. Lry Density 1 lc 2 lbs./cu. ft. Optimum Moisture 1 2 n % Method of Test A4'=.HTC► Serial I .'0p.22 N111 7gaCl DATE OF TEST ♦ ADJ. ELEV FIELD IN-PLACE DENSITY TEST NO TEST LOCATION PARTICLES DENS FT MOISTURE - wE{LBSICU FT y COMPACTION DT STOf2MLINE A STAT ION 4400 t lA RETEST OF TEST 01 FROM EARLIER F Rc.)M 2-1 4 TODAY bf3GD 7 .4 1 »+ .4 128 .9 95 DT STCRMLINE A STATION 3+40 -2 ' 2A RETEST OF TEST 02 FROM EARLIER FROM 2- 14 TODAY 58GD 8 . 3 , 1.40 . 1 129 .9 96 01 STORMLINE A STATION 2+81 -2 ' 3A RE TI.ST OF TEST 03 FROh EARLIER FROM 2-14 TOf.AY '58G1) 3 . 1 139 .'a 12'x .4 DT STU '.ALINE A STATION 1+50 -2 ' 4A RETEST OF TEST 04 FROM EARLIER FROM 2-14 TODAY S8GO 7 .6 138 ..2 128 .4 95 Remarks: 95% COMPACTION REQUIRED cc : S C DEACON CORPORATION CITY OF TIGARD MPR ARCHITECTS SAFEWAY STORES INC P. TECHNICAL DIRECTOR B . O 'CONNOR /CW Reviewe By rtiamibyppQrts perteilLta_ the matLriAl tested/Inspected only . CARLSONTESTINGINC. Information contained herein is not to he reproduced, except in full, without prior authorization from this office. Construction Inspection&, Related Tests Carlson Testing, Inc. G,'otechn(cal Consult(tg P.O. Box 23814 JOfe NO 95-4145 Tigard, Oregon 97281 1 � , 1996 Phone(503)684-3460 REPORT OF IN-PLACE DENSITY TESTS FAX (503) 684-0954 Client 5 TV,RL l Nu DEVELOPMENT CO - JEFF RASAK Hl1p b--0317/ETUP9I-03-. Probe+ TIGFit D PROMENADE T I GARD OR MatorialDescription 3/4"-0 RUCK FROM Il4,AhL' '.ANDLIEAVEL Max.Dry Density 113-5 _._lbs./cu. It Optimum Moisture 1Q % Method of Test 1M IOC:, Serial N iu.77 Nur_ i4Ad DATE OF TEST I COARSE ADJ.DELEV. FIEMOISTURE IN-PLACE DENSITY ,w TEST NO TEST LOCATION PARTICLES DENS. r % WET -b�v COMPACTION SANITARY SEWER 8" P.11'i 0 ' 19 STAT ION 196-25 10 . 1. 135 _, 122 .9 '-)1 T SANITARY SEWER B" PIPE 0 ' 20 STATION 195+50 1_25 10 .0 140 .1, 127 .5 127 .5 ')b ST SANITARY SEWER R" PIPE 0 ' 21 STATION 194+20 1-Z5 10 _q ST SANITARY SEWER 13" PIPE 0 ' 22 STATION 192+50 4-14) - It 1. 1_tf. Ct. 1 '1 1 9' • R m a. 95% COMPACTION REQUIRED . ALL STATIONS ARE FROM STREET LAYOUT . cc : 5 D DEACON CORPORATION CITY OF TIGARD MPR ARCHITECTS SAFEWAY STORES INC H . 0 'C ONNOR /C 14 Reviewed By TECHNICAL DIRECTQg_, TWO brtested/inspected only . CARLSON TESTING INC. Information contained herein is not to be reproduced, except in full, without prior authorization from this office. Construction Inspection&Related Tests Carlson Testing, Inc. Geotechnical Consulting P.O. Box 23814 JON NO `if+ 4141. Tigard, Oregon 97281 I 1 4 . I 'a'ii. Phone(503)684 3460 REPORT OF IN-PLACE DENSITY TESTS FAX (503)6840954 Client I11.'L J M. 41 L u --11.1 Project —.-- 1 I(,(414) F)h' 34Patr-elneiburgAs Mateiiai Description tL4'.4;1-44444•.j. 4.444,414 144,4444./._4.4:4444.-4.4:4464-4 — — — —Dt 1S/7= ft' Max. Dry Density may ^ lbs./cu.ft. Optimum Moisture __ t� % Method of Test 4 4,,,,L 11, r/ 14,A, Serial II 'ut,/ NUC 340n _ DATE OF TEST — % ADJ. ELEV. FIELD IN.PLACT DENSITY- TEST ENSITY .x TEST NO TEST LOCATION PARTIICCLES DENS FT MOISTUREWE(LesicuvT) v COMPACTION Irl TORM UkA.1N ikEtCH 1 LINE A ',1 10N 4+00 I P0M / .>ti j i,1 . 7 I .'', .0 01 STORM DRAIN 1RENCH 2 I INE A '..1A1ION 4440 110iM • - 14 X11(1 i i4 . 1 1 . -' 117 .7 N! U I :,1ORM DRAIN TRF•Ni I1 I JN& A TAlI ((N 1- 14 _ 4,60 >i .r! 11'4 .H 129 .4 '46 ~ f)1 ',1ORM DRAIN TRENCH 4 LINE A STATION 1 +50 F ROM 2- 14 ti .0 1 :"' . 3 119 . 7 t49 f .i'INI IARY SEWER TRENCH 14 LINE A S1A11ON 1+00 1 kt)M ▪ -14 '=,E1C40 r, _'i 1 s') 2_ 130 CANTTARY SEWER TRF:NCH 1 '. I INF A S I AT ION .:4 00 F ROM 2-14UUL' +t .'i 140 _2 128_1 �5 til -.ANITARY SEWER fRFNCH 16 1 INE A .TAT ION ?+2O F RUM 2-1.4 - 5E3G1) 5.5 1.;35 .5 1284_ ri_, '•ANITARY SEWER 1PEW H 17 LINE A SF Al ON 4420 FROM < -14 , 51tGD 7 .1 _ 13/ 48 1287 �E T SANI TARY SEWER 1 BENCH 18 LINE A '.1 AT ION 4+80 F Rom • 14 _ 'at36L) / . . 144 .9 134 .8 100 Remarks: 95% COMPAC f 11)N RE ull1l4A) CC S D DE AL ON C ORI'ORA I l i IN CITY OF TIGARD MPR ARCHITECTS 54FEWAY STORE c, INK P. TECHNICAL DIRECTOR H . ci '(1 ONNOP /CW Rev i ewed TOW by%ao1:.La per t a 1.n_snL1i��1aL�t_ial_�P�t ed/i nspe ted on 1) CARLSON TESTING INC. Information contained herein is not to he reproduced, except in full, without prior authorization from this office. Constr.ictlon Inspection &Related Tests Carlson Testing, Inc. Geotechnical Consulting January 31 , 1996 P.O. Box 23814 •95-4145 .CT I Tigard, Oregon 97281 Permit No. B1�-0317/9UP95- 32© Phone(503)884•:1a60 ►'U/ Tik / , , .<,.1. . „ FAX (503)684-0954 FIELD INSPECTION REPORT DATES COVERED: January 23 , 1996 PROJECT: Tigard Promenade () ,4,' ADDRESS: Tigard, OR VII) INSPECTOR: J. Svacek #649 ,I " ♦01 -23-96 : CTI representative performed inspections at the Tigard Promenade jobsite and a visual inspection of the following details shows welds are acceptable by AWS D1 . 1 standard and conform to the approved drawing!: for size, length and location: DETAIL DESCRIPTION -52 Truss to CMU wall on lines E -G/1 and 6 . 1 9-S2 Truss girder to steel columns lines B-C/1 and 6 . 1 5-S2 Truss girder to column at A/5 and D/6 . 1 15-S2 Glu-lam bucket to tube steel column at B/1- 5 . 8-SW uss to girder along C/1 and 6 . 1 Visua ' in‘pecion of f 11 penetrations detail 19/S2 at B/2-4 is accep able. U'I\was not one at this time . ♦170,1.600 Our reportt---- to the material tested/inspected only. Information contained herein is not to be reproduced, except in I full, without prior authorization from this office . If there are any further ques�'ipns regarding this matter, please do not hesitate to contact this o dice . Respectfully submitted, \\ CARLSON TESTING/ IN . \ yi ) t 1 OM\ ta_____6;.)- A i qk Douglas W. Leach7::////;/ President JS : eali cc : Sterling Development Co. -- Jeff Rasa% SD Deacon Corporation City of Tigard MPR Ar.chitect:s Construction Inspection 6.Related Tests Carlson Testing, Inc. Geotechnical Consulting P.U. Box 23814 January 29 , 1996 Tigard, Oregon 97281 ♦9 5 414 5 .CTI Phone(503)684-3460 Permit No f BOP9allwerrg7 ya r"17532 0 — "/ • c'tf a • �c FAX (503)684.0954 . FIELD INSPECTION REPORT /•54 l, C; /ar .QCs c DATES COVERED: January 24-26, 1996 // ,`t PROJECT: Tigard Promenade ADDRESS: Tigard, OR INSPECTOR: J. Svacek #649/B. Scott #619/S . Stoner #611 ♦01-24-96: CTI representative (J. Svacek) , was present at building "A" jobsite and initiated a phone conversation with structural engineer Norman Hon of ANF engineering to establish UT requirements of ful' penetration welds in building "A" and "C" . Mr. Hon requested that 10% of full penetrations, randomly selected, be tested and results forwarded to him. CTI representative performed continuous inspection of fitup and welding of full penetration welds detail 19 ST-2 along A line in building "A" as required in structural notes . Work continues in progress at end of shift and is scheduled to resume tomorrow, 1/25/96 . UT of full penetrations has been scheduled. Visual inspection of work to this point, is acceptable by AWS D1 . 1 . •610.1.600 ♦01-25-96: CTI representative (J. Svacek) , performed continuous inspection at building "A" jobsite during welding of derail 19 ST-2 beam to column rigid connection. This is a full penetration weld. This detail at 2, 3 , 4 , 5 , 6 and 7 on "A" line are acceptable by AWS D1 . 1 standard. UT testing of detail 19 ST-2 at 4 and A results acceptable . Report is attached. CTI representative (B. Scott) , arrived at the project site and performed UT inspection on complete joint penetration welds as detailed on 19/ST- 2 . Building A - Four welds were UT tested. Building C - Two welds were UT tested. See -attached UT report for results. •670.1,600.)90,1,602 ♦01-26-96 : CTI representative (J. Svacek) , performed inspections at the jobsite and noted the following roof framing details have been visually inspected: 3/ST2 joist to CMU, 8/ST2 joist to girder, 9/ST2 girder to column, 13/ST2 joist to beam, 15/ST2 glu-lam buckets to columns. All details are complete and acceptable by AWS D1 . 1 standard and conform to drawings and project specifications . CTI representative (S . Stoner) , walked roof decking with superintendent at building "C" . Deck consists of berkeley type system with par.uls (structural plywood) supported by steel joists at 8 ' centers with wood sub-purlins at longitudinal 4 ' centers between major supports . Superintendent expressed concerns about gaps ( 1/2" to 1 1/2" ) between panels along steel joists . CTI recommended that he contact structural engineer , as to whether this is a design issue. #95-4145 January 29, 1996 Page 2 of 2 CTI recommended that gaps should be filled prior to roofing because of possih.le wear to membrane caused by movement and bridging. ♦1110,1,600,]61.1,500 Our reports pertain to the material tested/inspected only. Information contained herein is not to be reproduced, except in full , without prior authorization from this office . If there are any further questions regarding this matter, please do not hesitate to contact this office . Respectfully submitted, CARLSON TESTING, IN . Douglas W. Leach President JS/BS/SS:eah attachments cc : Sterling Development Co. - Jeff Rasak SD Deacon Corporation City of Tigard MPR Architects hi Milton fnip..lion S Related Tests Carlson Testing, Inc. ULTRASONIC TEST REPORT P.OBox 23814 Tigard, Oregon 97281 Phone(501)684-3460 Date: O1-25-96 FAX 0684-0954 Job No: 9 5-4145 Permit No: BUP95-0317/BUP February 13, 1996 Client: STERLING DEVELOPMENT CO - JEFF RASAK Drawing No: Project: TIGARD PROMENADE _ —,— - Ultrasonic Unit: DSL- 104 _ Address: TIGARD, OR Test Method Standard : AWS D1 . 1 SEC. 6 Fabricator: WESTERN STEEL _ Acceptance Standard: AWS D1 . 1 SEC. 8 _ Descriptionofloint: SINGLE BEVEL WITH BACKINGMaterial:__— 5/8" THICK STEEL FLANGES Decibels Defect istance A tr u • ^— z A— 1 X —X L u Weld Identification a u I a h d ,. "X•• "y BLD-A LINT—A-/-4 J WEST T&B 2 EACH X BLD-A LINE A/4 EAS'. MI 2 EACH _ X _ BLD-C LINE 2/B NORTH T&B 2 EACH X - -_ Remarks: Nn -REJECTARLE INDICATIONS NOTED IN BASE METAL _THICKNESS._ cc: SD DEACON CORPORATION SAFEWAY STORES INC CITY OF TIGARD MPR ARCHITECTS B. SCOTT/EAH bevel I I Douglas W.Leach Level Ill Technician President Information(-mimed herein is not to be reproduced,except in full,without prior author, n ion from this office. Construction Inspection&Related Tests Carlson Testing, Inc• C,eotechnlcal Consulting January 24 , 199€ P.O. Box 23814 •9 5 4 14 5 .CT' Tigard, Oregon 972R1 Permit No. Phone(503) 684.3460 uP'�_ Dom' / FAX 503) 684.09;4 SHOP INSPECTION Buffalo Welding �/ 13 c4/�4S ole 0/ iT 4 S.Q o 14( DATES COVERED: January 18 , 1996 PROJECT: Tigard Promenade Safeway Building "B" ADDRESS : Tigard, OR INSPECTOR: E. Day #584 ♦01 - 18-96: CTI representative performed Inspections at Buffalo welding in Beaver Creek, Oregon . Visual inspections of welds installed on the following items reveals acceptable quality welds conforming to shop drawings and AWS specifications . Tuoe Steel columns : 18C1 , 18C2, 18C3 , 19C1 (6 each) and 19C3 . Welds on plate "P29" are 41 /4" fillet . Not detailed on shop drawings . Welding performed by certified welders . Material certification on file at Buffalo Welding. •41.1.601 Our reports pertain to the material tested/Inspected only. Information contained herein is not to be reprod. =ed, except in full , without prior authorization from this office . If there are any further questions regarding this matter , please do not hesitate to contact this office . Respectfully submitted, CARLSON TESTING, INC. t4 / Douglas W. Leach President ED: seh cc : Sterling Development Co. - Jeff Rasak SD Deacon Corporation City of Tigard MPR Architects T5obLr W FAL II IL HWY NKUMEMADE BLDG.A 3 of 1 Construction Inspection &Related Tests Carte on Testing, Inc. Job 140 95-4145 P.O. Box 23814 l r+l'i ;' 1991; Tigard,Oregon 97281 Phone(503)684-3460 REPORT OF IN-PLACE ASPHALTIC CONCRETE DENSITY TESTS FAX M 684-0954 CI,ent .TERt ING DEVELOPMENT CO • JEFF RA'_•.Ai. Protect_ TIGARD PROMENADE $NQ 031 V/ $Ns-/O too !7--)5 a'3a TItARID OR Description CLASS "C" ASPHALTIC. CONCRETE FROM M.B.I . COFFEE LAKE Rice Density 154 .9 Marshall Value Method of Test ASTM D2950 Serial 0_ 26644 NUC: .3440 DATE OF lEST TEST NO TEST LOCATION Lift No. In Place Density COMPACTION kTEST OF TEST 111 ON 10-25-95 , ONE PANEL FINPL 1-2:3 1 EAST OF LIGHT POLE , 2ND BASE FROM THE SOUTH _ 143.4 92 .6 RETEST OF TEST $4 ON 10-25-95 , SOUTH FINAL 1-23 2 rN I F.ANCE FROM 99W 144 .7 , 93.4 i1FTEST OF TEST 05 ON 10-25-95 , SOUTH FINAL 1-23 3 ENTRANCE FROM 99W , 50 ' EAST OF 99W 142 .7 92.1 RETEST', —- ------- -- %marks: t t • S D DEACON CORPORA-11°N r I TY OF TIGARD . tiff ARt!ITTECTR -- ---- ` AF EWAY5.L:tFtCt;. ki jr- R . O 'CONNOR I w Reviewed BY _ ________ - ___ ' '%Sud b, __ —_ CARLSON TESTING INC nformation contained herein is not to be reproduced, except in full, without prior authorization from this office. Carlson Testing Inc. cc fiinspection Related Geotechnical Consulting REPORT OFS X 12 CONCRETE TEST SPECIMENS P.O. Box 23814 Tigard,Oregon 97281 rest Methods: ASTM C172/C1231/C '9/C31/C1064LC.143 _ Phone(503)684-3460 FAX 1684-0954 Dat" Molded: )1/16 , 19-911--- Job No. -9==9-.145 Permit No: @ B f " --_—. —1zd tient: STERLING�EVMNCO - JEFF RA ELOPET SAK —__ aNT)1,s--oiie,/a GtP93- Project: T I GARI") PROMFNADF _nob is i►r-if)_C_J aC Address: TIGARD OR -- —_-- Contractor. S D DEACON CORPORAT ION Sub Contractor: Concrete Supplier: W I L SONV I L I1 E CONCRETE PRODUC Truck No. 4/ Ticket No. H-Ot+6�5 Cast By: _--.___._ E . BUSCH _Cu Yds 7/7 Load No.1 OVERCAST 49 41WeaheTamp.High: Temp Low: ocaticoolPlacement SAFEWAY BUILDING - MEZZANINE SLAB ON GRADE . BUILDING "A" FOOTING BETWEEN GRID 1. AND 2 Test Time1 Concrete Tamp: 7••' Strength R9quirement 3500 __ PSI 0 !.ti days;iurnp'4 1 '" (:nment Type i Mix NoJNo.Sacks 3555W Nr Content Max Aggregate 3/4" POZZUTEC 20 Admix.Amount: 2% Brand: __Admix.Amount: Hum& Set t Test° Register Date Date Total Area Unit R Tested No. Days Number Hec'd Test Load PSI No. By 1 7 9136 01/17 01/23 96 ,405 28 .32 3400 AS 28 9136 01/17 , 02/13 116,670 28 .28 4130 AS 28 9136 01/17 02/13 119 ,140 28 .28 4210 AS 28 9136 01/17 02/13 119,340 28 .28 4220 AS i l' Remarks: -- cc: S D DEACON CORPORATION . _ CITY OF TIGARD MPR ARCHITECTS -_—__-- - -SAFEWAY_STQRES INC _ - -- ----------_._-_ • Ic;;E:24f , ' LABORATORY MANAGIIR Reviewed By _- our-_ r.PQT-ts Per tairn _t.hn mater ia1-_Lastedti.nspecte1 nnly ._ _ _ IMoanaMon i ontained herein is not to he reproduced.lucent in hull,without prior authorization from this office. Carlson Construction Inspection & Related Tests Testing, Inc. Geotechnical Consulting REPORT 0E6)(12 CONC:RE I E TEST SPECIMENS P.O. Box 23814 I AS 1M e. 172/C1231/C.3y/1:::31/CiOr,4: t 14.i hone,Oro 68 -346 Test Methods: _ Phone(503)G84-3460 FAX M 684 0954 01 .'16 .nt. Date Molded: , 19 Job No. -- Permit No: - -- Client: STERLING DEVELOPMENT CO - .JUi I f:A`=,A1', AitA1,r- 02Iti/Qgnwiy_ TIGARD PROMENADr SOD/s /7 ,. -00_ay_, Pilled' _ es: TIGARD OR -Addre Contractor S D DEACON CORPORAT]"UN Sub Contractor • Conc,eto Supplier: WILSONVILLE CONCRETE PRODUC' Truck No `t ' Ticket No, H-08E165 Cast by. - E . BUSCH Cu Yds ' Load No OVERCAST l 42 Weather --Temp.High. __-______ _.__Temp.Low: SAFEWAY BUILDING -- MEZZANINE SLAB ON GRADE . CBUI1.DING "A" Location of Placement: - FOOTING BETWEEN GRID 1 AND 2 -__ Test Time: 1 r Concrete Temp 72 Strength Requirement: 3500 PSI O .H days Slump 4 l/< - Cement Type I - 355F,W 3i0 Mix NoJNo Sacks - - Air Content Max.Aggregate Admix Amount BranPOLI 20 d: Admix Amount Brand - Set TestO Register Date Date Total Unit Report Tented No. Days Number RecdArca Test Load PSI No. By 1 7 913E. 01/1/ t)1 , . . 4t, ,e110, - i, ;400 A', -_______-4 26 4138 01 , 1 0,• I c 1r.1 41: 6 01 .' 1 / 02/1.3 HOLD v) tr (r I I e:C : `, I.) (tE iir i.IN I. t ill ',!l:•1 I I 1.44 `..Al I IAA `,I t If.k.`:) f N( aemarks. �_ - - _- CITY Of I I t1Ah'I t - - MPP ARCHI TEC I F, — information contained herein is not b be reproduced,except kt full,without prior authorization from this office. - Carlson Construction Inspection &Related Tests Carlson Testing, Inc. Geotechnical C,onsulting --------- F O. Box 23814 January 15 , 1996 Tigard. Oregnn 97281 ♦95 -4145 .CTI Phone(503)684-3460 Permit No. $93.%-3-Z- 9 --Q3 a FAX(503)684-0954 8 p P9 -•-O 3 i(. //3 4/�g=- A you is/7-75- - U t1 y FIELD INSPECTION REPORT DATES COVERED: January 11 , 1996 PROJECT: Tigard Promenade - Safeway Building "B" ADDRESS : Tigard, OR INSPECTOR: B. O'Connor/J. Svacek #649 ♦01-11 -96 : CTI representative (B. O'Connor) , arrived on project and looked at rebar size and location on columns at entrance to the Safeway store. All rebar was placed according to plans and specifications on detail S-4-25-26 . Also, masonry contractor was going to grout solid in side column to elevation 104 . 00 . CTI representative (J. Svacek) , performed inspections at Safeway Tigard jobsite and noted the following: All canopy framing details at roof level have been welded complete . These welds are acceptable by AWS D1 . 1 standard. Metal decking over canopy and ledger details along B line are complete and acceptable by AWS D1 . 1 and D1 . 3 . Ledger angles between 7 and 8 along H line have been welded. Welds are acceptable. Mechanical platform roof from 6 to 6 . 6 along line G has been screwed down to top plate of metal stud wall at 6" on center using self tapping metal screws. Steel joist to CMU wall details along grid lines B and H and 5 joists in the northwest corner of the building have been welded and are complete . Welds are acceptable and conform to AWS D1 . 1 standard and approved drawings for size , length and location. •110 i 400170.1.600 Our reports pertain to the material tested/inspected only. Information contained herein is not to be reproduced, except in full, without prior authorization from this office. If there are any further questions regarding this matter, please do not hesitate to contact this office. Respectfully submitted, CPRLSON T STING, QVC . 8{11)t o las W beach Pr sident BO/JS :eah cc : Sterling Development Co. - Jeff Rasak SD Deacon Corporation City of Tigard MPR Architects __- Carlson TestingInc. Construction inspection & Related rens 7 Geotechnical Consulting lEPORT OF('-...X 12 CONCRETE TESTSPECIMENS P.O. Box 23814 ASTM 0172/C:I231/C..�i;t/( :i1 /t. 1064/C14:i Tigard, 3)684-egon 7281 fest Methods: �_- FAX (�03)684-3460 FAX 0 684-0954 )ate Molded. 01/1.,? , 19--r�-..- Job No. - t I '� =--- Permit No: 4. _..__ S1ERLINDEVEOPMENT G Lt (� ..IL-.I. I l:f�'•AI. ;sent __- ---4.41P R S'•G311,r/142 c. A 4 S 1 p 4 oe ' 'fit. TI GARD PROMENADE —_- 41T9S- OOT %ddress: T I GARD OR ;ontrector S D DEACON C.ORPUfiA 1 1 t IN_ Sub Contractor • ;oncrete Supplier W I I--SONV IL LE CON(RE 1 E T'FU[)U1 Truck No `l'' Ticket N., 1 01 Lif...8 :est By B . 0 'C ONNE R Cu.Yds. Load No'' Noati:er _—_. SUNNY - Temp High Temp Low .ocatuon of Placement SLAB ON GRA 'E -- (r, r-- , 1 T(1 .(_r, .— "SHOP A' Test Time.►_;:00 _Concrete Temp: ` f.' -4000 28 ri :?/4" Strength Requirement __ PSI• --days Stump ' —Cement Type -4050 i/4 " Mix NOJNo, Sacks Air Content Max.Aggregate 7 BAGS I 1fiLl:M1 .H 1 _Bra 0 0/ 'OZZUfL=C. ..-)_ kdmix.Amount. Brand: Admix Amount: Set Testa Register Date Date I Total Unit Report Tested No. Days Number Recd Test Load Area PSI No. By I / c►Otita U I / I .t 0 1/ 1 ' ' r,Y .1.'0'4 2t3 -40 .'460 • 2 ti ')0h61 0(/1 i (i.'/(i' 28 `:40t,/, 01 I i HOLD ,40i,(' 01 / I t , iemarks c,C.'_ `, r:1 (tE At'ON t.(11•0:4.)1411 1 t►IJ — --- _`'nt t WA1._�_'I r it,( ' . I.Nt • MPR ARCHITECTS nformetkm contained herein is not to be reproduced,except in NI,without prior auerodtalon from Mie oAee. f • Inc. Construction Inspection & Related Tests Carlson Testing, cGeotechnical Consulting REPORT OF6Xl2 CONCRETE TEST SPECIMEN5 P 0 Box 23814 Tigard,Oregon 1;7281 Test Methods: ASTM Cj72/C1231/C39/C31/C10641C143 Phone(503)684-3460 FAX K 684-0954 Date Molded 01/12 19 96__ Job No. 95-410 Permit No: BUP95-0317/BUP95- 0320 Client: STERLING DEVELOPMENT CU - JEFF RASAIi. _BANS s--cm taigidevAr44O• Project TIGARD PROMENADE _ —___ . __.__ _ _ —_ .51r____00.1S-Address f f(,ARO OR _-- --- - -- Contractor. - S D DEACON CORPORATION — Sub Contractor __. —__ Concrete Supplier' WILSONVILLE CONCRETE. PRODUC Truck No 4t, Ticket No 101E+68 _ Cast By: . ) 't0NNER Cu.Yds. Load Noy' SUNNY '.4 40 Weather: Temp High Temp.Low: Location of Placement `'L ALB ON GRADE B TO A , 1 T O 4 .t:. "SHOP A" Test Time: .-- -- Concrete Temp. 65 ---__—.- Strength Requirement300. 9___-___ Pm 0 26 days Sl.m 5 3/4 '' Cement Type Mix No./No Sacks 3050 Air Content MAax.Aggreyt to 3/4 " _ Admix Amount: 7 BAGS Brs�,FIBERMESH ,rdmi>< Amount 10 OZ Br OZZUTEC 20 Set ' Test 0 Register Dab Date Total Unit Report Tested No. Days Number Rec'd Test Load Afro PSI o. By 1 7 9066 01/13 01/1y 69 ,609 28 .30 2460 AS 28 9066 01/13 02/09 114 ,490 27 .70 4130 AS 28 9066 01/13 02/09 106 ,880 21 .70 3860_ AS 28 9066 01/13 02/09 107 ,470 27 .70 3880 AS - ---_--a — t Remarks: — — _ cc: S D DEACON CORPORATION _--- CITY Of LLGiABQ ---- /?004;/ MPR ARCHITECTS SAFEWAY__STORES INC__ s , ' LABORATORY I4At4AQ R - --- ------ Reviewed By Our reports perl.ainLQ---the_material __tasted/inspec.t.ad only --- .___-- In&mtaMOn contained herein is not to be reproduced,except in fun,wNhoe.t prior authorization from this office A Construction Inspection de Related Tests Carson Testing, Inc. Geotechnical Consulting F.O. Box 23914 January 11 , 1996 Tigard, Oregon 97291 ♦9 5-414 5 .CT I Phone(503)684-3460 Permit No....Rilp FAX (503)684-0954 FIELD INSPECTION REPORT -2,(/1 ' OU ' ) B APar 10400 , s iT_ZSo0 DATFS COVERED: January 10 , 1996 PROJECT: Tigard Promenade ADDRESS : Tigard, OR INSPECTOR: B. O'Connor #529 ♦01- 10--96 : CTI representative arrived on project to look at rebar size and location on a 12" CMU wall on H Line at screen wall north of loading dock. All rebar was placed according to plans and specifications . Mason contractor grouted from elevation 16 ' to 22 ' with a 6 1/2 sack Kurtz mix. Contractor placed approximately 9 cubic yards of grout. All grout was consolidated with a mechanical vibrator . CTI representati',e also looked at rebar for footing on 1 Line, A to B. All rebar was placed as per Detail ST- 1-6 on Shop A. •3I0.1.400 Our reports pertain to the material tested/inspected only. Information contained herein is not to be reproduced, except in full , without prior authorization from this office. If there are any further questions regarding this matter, please do not hesitate to contact this office . Respectfully submi ed, c • ,S,- V F TINV INC . v Ael• l as W. each Pt sident '0: ecp cc . Sterling Development Co. - Jeff Rasak SD Deacon Corporation City of Tigard MPR Architects Construction Inspection &. Related Tests Testing,esting, Inc. GeotechntcalC'nsulting P.O. box 23814 January 1 1 , 1996 Tigard, Oregon 97281 ♦9 5-414 5 .CT I Phone(503)684-3460 Pe rmi t No. FAX(503)684-0954 614P4S--_o31(4'lt3uPQS1 OLIOOtS I r—0034 FIELD INSPECTION REPORT DATES COVERED: January 8 and 9 , 1996 PROJECT: Tigard Promenade ADDRESS : Tigard, OR INSPECTOR: B. O' Connor #529 & D. Vick ♦01-08-96 : CTI representative (B. O'Connor) arrived on project and looked at rebar size and location on H Line at loading dock area to the north . All rebar was placed according to plans and specifications . Mason contractor also used a mechanical vibrator to consolidate grout. 6 yards of a 6 1/2 sack Kurtz mix was placed. Lift was from 8 ' t12' . •110.).400 BUILDING • ♦01-09-96: CTI representative (D. Vick) arrived at the jobsite and inspected reinforcing in grade beam at A Line, 7 to 1 . 1 . All reinforcing conforms to plans and specifications . A 3000 psi concrete mix #3050W was placed and all concrete was vibrated. One set cf (4) testcylinders were made . BUILDING j CTI representative inspected reinforcing in 12" CMU screen wall H Lire northeast of loading dock . All reinforcing conforms to plan and specifications . Observed grout pour of this wall . Lift was from 12 ' 4" to 16 ' 4" . All grout was vibrated. A 6 1/2 sack Kur'- mix was placed. •409.:.11 Our reports pertain to the material tested/inspected only. Information contained herein is not to be reproduced, except in full , without prior authorization from this office . If there are any further questions regarding this matter, please do not hesitate to contact this office . Respectfully subm , ted, C . E TI •//INC . / a. glas W. each Pr -sident •O/DV:ecp cc : S.er.iing Development Co. - Jeff Rasak ;;r) r!etcon Corporation City of Tigard MPIt Architects Carlson Testing, Inc. Construction Inspection & Related Tests Geotechnical Consulting lEPQRT 0F4-,X 12 C t)NCFF. 1E TEST SPECIMENS P.O. Box 23814 ASTM C 1 7.:/C1231/( S5►/(. 31 /t 1 Of...4 I. 1 4 Tigard,Oregon 97281 fest Methods: - _ � Phone(503)684-3460 FAX 1684.0954 )ate Molded: _ 01/ 1 1 , 19. -•�'• Job No. �-�- Permit No: STERL1N. OI:VCI_ UI-'MINT !. i, lf:I-1 :•:,r •.al >lent. - - - a UP 4 5:.113LL 84 76-/ I I GARU f.UME:NAOf ----- -- ---------- -- - r0�/UU/s/T9S=Q A'� r_. , Address T IGARD OR S 1) I)E AC UN (:URF'iIRA 1 ION :ontrector _. _, ---------Sub Contractor ---- -- -_ :oncrete Supplier: W I L SONV 1 LLE ( ON(.RE TE PR(.1t (. ( Truck No `'� /S I Ticket No 101810 .1018 1 .est Ay B H . U 'CONNUf1 Cu Yds ._ I i .c'••'1 I /.' LoadNo3/? SUNNY ',.a 40 Nestor: - - -- - Temp.High. .-_ _ .Temp.Low: — ,.,1 AH ON GRADE Is 10 ( . i : , 1 , ,I, ., _ovation of Placement ----.---- -_- -__ Test Time Concrete Temp 3000 1 1 '4 " Strength Requirement. . _ PSI 0 ._ ..._- .. days Slump4 .. -. Cement Type _ 3050WF-- I rt 3/4 " Mix No/No Sacks -- Air Content ---- - Max.Aggregate 10 07 POZZTFC .'0 1 13Afif 1 TBFRMESH Admix Amount _ Brand: - ,_._Admix.Amount Brand: Set Testa Register Date Dale Total Unit Report Tested No. Days Number Rec'd Test Load Ares PSI No. By I / '400! 01 / 1:' ttl ,' lK K ' , ,l•r . .".,. 10.4 f) IR fi './00J 01 /12 0::,(Mt 28 ar►O/ 01/12 0. , t))4 1101. 1) .:110(7 01 / I ..' ' I I ,..,Or, ! i i I / 1.' 01 . 1 ), .'t 1 , c . . . +.:'',0 113 '40011 01 , 111 0,.:•/(w% . 1O0µ ()1 / I 2 0:: '(. •l Hot.It '101 1 01/1 ' AmMrtta: cr.- : S L) ()EA(ON CORPORA I ON _-- --_-_ __-- `.AF E.WAY TUHL`, 1 Nr CITY Or TIGAR{+ -- MPR ARCHITECT. IrtlorrnaMon contained herein le not lo be reproduced,except In full,without prior mt*tortzaron from this office. Carlson Testing, Inc. Gmstructio►r Inspection6 Related 'gats l:eotech it'll t Consulting 3EPOIiT 0 6X12 CONCRETE TEST SPECIMENS P.O. Box 23814 ASTM C172/C1231/C39/C31/C1064/C143 hone, 03)68regon -346 97281 Test Methods: Phone(503)F+84-3460 FAX k 684-0954 date Molded: _ 01/11 19 96 Job No. 95-4145 Permit N — 411306 :tient _ STERLING DEVELOPMENT CO - JEFF RASAK — gyp,-_83.IL//V4P9S1 ,reject: TIGARD PROMENADE 6400/5 Mei ei 5---00 3 lddretss: TIGARD OR :ontracror S D DEACON CORPORATION _ Sub Contractor: :oncrete SupplierWILSONVILLE CONCRETE PRODUC._TnkkNo 52/51 Ticket No. 101810 101821 ;est By• _ B . O 'CONNOR _ __ _Cu.Yds. `i 1/2-9 1/2 LoadNo3/9 Neather: _._._— SUNNY Temp.High: 54 Temp Low 40 SLAB ON GRADE B TO C , 1 TO 9 , SHOP "A" _ocation of Placement. _ -- Test Time. Temp: 8:U 0–�►: '{0 _Concrete T 65 3000 28 4 1 /4 " Strength Requirement _ --P81 0 -days Slump4 .. -._ Cement type 3050WF-III 3/4 " Mix No./No Sacks _Nr Content Max Aggregate --__ Admix Amount: 10 OZ Band: EC 20 - Admix.Amount: BAGEL._ Brand:VRMESH Set Test 0 Register Date I Date Total Unit Report Tested No Days Number Recd Test Load Area PSI No. By I 7 9007 01/12 01/181 87 ,'519 28.29 3090 JB 28 9007 01/12 02/08 114 ,690 28 .31 4050 AS 28 9007 01/12 02/Ob 116,270 28 .31 4110 AS 28 9007 01/12 02/08 115 ,880 28.31 4090 AS II • 7 9008 01/12 01/18 91 ,859 28 .27 3250 JB 4 -- - t 28 9008 01/12 02/08 124 ,680 28 .31 4400 AS 28 '7008 01/12 02/0:1 119,730 28 .31 4230 AS 28 9008 01/12 02/08 DAMAGED lernarks _ cc: S D DEACON CORPORATION CITY OF TIGARD _ , _ MPR ARCHITECTSei;40(4,04r1117(:; "720e44/ 1 SAFEWAY STORES INC LABORATORY MANAGER Reviewed By Our reports pertain to the .terie.L tQstad/lneaooted only__ • kNomwNne contained herein M not to be reproduced,except in V1,without prior authorization from this eke. Date: 01/11/1996 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page T I GARDAF.SD_ JOB TITLE: SHOP "A" TIGARiD PROMENAL ANTI-FREEZE LOOP WATEP. SUPPLY DATA SOUPCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS . PRESS . ® PRESS . ® DEMAND PRESS . TAG (PSI) (PS :) (GPM) (PSI) (GPM) (PSI) AF 60 . 8 60 . 7 350 .0 60 . 8 73 . 7 45 .6 AGGREGATF FLOW ANALYSIS : TOTAL FLOW AT SOURCE 73 . 7 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0 .0 GPM OTHER HOSE STREAM ALLOWANCES 0 .0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 73 .7 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI; (GPM) 1 17 .0 K= 5 . 48 7 .0 ' 14 . 5 2 17 .0 K. 5 . 48 7 . 1 14 . 6 3 17 .0 K. 5 . 48 7 . 1 14 . 6 w 4 17 .0 K- 5 . 48 7 . 3 14 . 8 c 17 .0 K= 5 .48 7 . 7 15 .2 6 17 . 0 - - - - 23 . 5 - - - TOR 17 .0 - - - - 24 .9 - - - SCR 5 . 6 - - - - 30 . 8 - -- - BFOUT 5 . 6 - - - - 31 .4 - - - BFIN 5 .6 - - - - 44 .4 - - - ' AF 5 .6 SOURCE 45 . 6 73 . 7 : di, (_/ f 4 d -, . l 7( /0 3. r , /-, s6' G 4'x,5 �k c - 3. c , 4 2 pr 9 p.I + /4/ 7 K v7 , 64,r *P'" `� ►,; , Ar EQUIVALENT K-FACTOR CALCULATOR Mode Spr. Press . Pipe dia . Pipe Ftgs . Total H-W Equiv. Name K-fac . (psi) (in) Len. (ft) Len. (ft) coef . K-fac. TYP HD 5 .80 7 .0 1 .049 0 . 50 2T 10 . 50 120 5 .48 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 Date : 01/11/1996 TIGARDAF.SDF JOB TITLE: SHOP "A" TIGARD PROMENADE ANTI-FREEZE LOOP P I PF. DATA PIPE TAG Q (GPM) DIA( IN) LENGTH PRESS . END ELEV. NOZ . PT DISC. VEL (FPS) HW (C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) F.L. /FT (PSI) Pipe : 1 -14 . 5 2 . 157 PL 12 . 00 PF 0 . 1 1 17 .0 5 .5 7 .0 14 . 5 1 . 3 120 FTG T PE 0 .0 2 17 .0 5 . 5 7 . 1 14 . 6 0 . 002 TL 24 .00 PV 0 .0 Pipe: 2 -29 . 1 2 . 157 PL 12 .00 PF 0 . 1 2 17 .0 5 . 5 7 . 1 14 . o 2 .6 120 FTG --- - PE 0 .0 3 17 .0 5 . 5 7 . 1 14 . 6 0 . 008 TL 12 . 00 PV 0 .0 Pipe : 3 -43 . 7 2 . 157 PL 11 .00 PF 0 .2 3 17 .0 5 .5 7 . 1 ] •: 5 3 . 8 120 FTG -- - - PE 0 .0 4 17 .0 5 . 5 7 . 3 14 . 8 01 . 017 TL 11 .00 PV 0 . 1 Pipe : 4 -58 . 5 2 . 157 PL 12 .00 PF 0 . 3 4 17 .0 5 . 5 7 . 3 14 . 8 5 . 1 120 FTG ----• PE 0 .0 5 17 .0 5 . 5 7 . 7 15 . 2 0 . 028 TL 12 . 00 PV 0 .2 Pipe : 5 -73 . 7 2 . 157 PL 340 . 00 PF 15 . 8 5 17 .0 5 . 5 7 . 7 15 . 2 6 . 5 120 FTG 2ET PE 0 .0 6 17 .0 0 . 0 *" 5 0 . 0 0 . 043 TL 364 . 00 PV 0 . 3 Pipe : 6 -73 . 7 2 . 157 PL 20 . 00 PF 1 .4 6 17 .0 0 .0 23 . 5 0 . 0 6 . 5 120 FTG 2E PE 0 .0 TOR 17 .0 0 .0 24 .9 0 .0 0 . 043 TL 32 .00 PV 0 . 3 Pipe : 7 -73 . 7 2 . 157 PL 11 . 40 PF 1 .0 TOR 17 .0 0 . 0 24 . 9 0 .0 6 . 5 120 FTG T PE 4 .9 BOR 5 .6 0 .0 3(.) . R 0 . 0 0 . 043 TL 23 .40 PV 0 . 3 Pipe : 8 -73 . 7 2 . 157 PL 1 . 00 PF 0 .6 BOR 5 . 6 0 .0 30 .8 0 . 0 6 . 5 120 FTG T PE 0 .0 BFOUT 5 . 6 0 . 0 31 .4 0 . 0 0 .043 TL 13 . 00 PV 0 . 3 Pipe : 9 FIXED PRESSURE LOSS DEVICE BFIN 5 . 6 0 .0 44 . 4 0 0 13 . 0 psi . 73 . 7 gpm BFOUT 5 .6 0 .0 31 .4 0 .0 Pipe : 10 -73 . 7 2 . 157 PL 3 . 25 PF 1 . 2 BFIN 5 . 6 0 . 0 44 . 4 0 . 0 6 .5 120 FTG 2ET PE 0 .0 AF 5 . 6 SRCE 45 . 6 (N/A) 0 . 043 TL 27 .25 PV 0 . 3 NOTES : (1) Calculations were performed by the HASS 6 . 0 . 0 computer program under license no. 4 C1324I granted by HRS Systems, Inc . 2193 Ranchwood Dr . , N.E . Atlanta, GA 30345 (2) The system has been balanced to provide an average imbalance at each node of 0 . 005 gpm and a maximum imbalance at any node of 0 . 053 gpm. .--- SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 Date: 01/11/1996 TIGAr!AF.SDF JOB TITLE: SHOP "A" TIGARD PROMENADE ANTI-FREEZE LOOP (3) Velocity pressures are printed for information only, and are not used in balancing the system. Maximum water velocity is 6 . 5 ft/sec at pipe 10 . (4) PIPE FITTINGS TA3LE Pipe Table Name : STANDARD . PIP PAGE: B MATERIAL: THNWL HWC: 120 Diameter. Equivalent Fitting Lengths in Feet (in) E T L C B G A D Ell Tee LngEll ChkVly BfyVly GatVly AlmChk DPV1v 2 .157 6 . 00 12 . 00 4 . 00 14 . 00 7 . 00 1 . 00 12 .00 12 .00 l SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 ' Date: 01/11/1996 TIGAR.DAF.SDF JOB TITLE: SHOP "A" TIGARD PROMENADE ANTI-FREEZE LOOP WATER SUPPLY CURVE 120+ 110+ 100+ 90+ P 80+ R E S S 70+ U R B 60*0\\\\\\\* < -60 . 7 psi a 350 gpm ( I Flow Test Point P S 1 I 50+ X 40+ I 30+ 20+ LEGEND " X 1, Required Water Supply 45 . 57 psi A 73 . 7 gpm " 10+ " 0 - Available Water Supply " 60 .79 psi i 73 . 7 gpm " " 0++-+- - -+- - -+ +- - ----+ + + + + 200 300 400 500 600 700 800 900 1000 FLOW (GPM) _ . SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 Date: 01/11/1996 "jIGARD.SDF JOB TITLE: SHOP "A" TIGARD PROMENADE . 20/ 1500 sq. ft . WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS . PRESS . @ PRESS . ® DEMAND PRESS . TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SRCE 80 . 0 70 .0 1150 . 0 77 .0 600 . 7 72 .9 AGGREGATE FLOW ANALYSIS : TOTAL FLOW AT SOURCE 600 . 7 GPM TOTAL, HOSE STREAM ALLOWANCE AT SOURCE 250 .0 GPM ...- OTHER PMiOTHER HOSE STREAM ALLOWANCES 0 .0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 350 . 7 GPM 1 NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 17 . 0 - - - - 44 .0 - J 2 17 . 0 K. 5 .48 20 . 1 24 .64g • 2° '( 12° -- 1.y(A'7 3 17 . 0 K. 5 . 48 19 .4 24 . 1 4 17 . 0 K= 5 .48 19 .2 ) 24 . 0 / i- 1 5 17 . 0 K. 5 . 48 19 .2 (. 24 .0 ( s;yrl / ;4- �1 6 17 . 0 K. 5 .48 19 . 3 24 . 1 7 17 . 0 K. 5 . 48 19 . 9 24 . 4 8 17 . 0 29 . 0 - - - 9 17 . 0 - - - - 44 2 - - - 10 17 .0 K. 5 . 48 20 . 2 24 . 6 11 17 .0 K. 5 . 48 19 . 5 24 . 2 12 17 .0 K. 5 . 48 19 . 3 24 . 1 13 17 .0 K= 5 . 48 19 . 3 24 . 1 14 17 .0 K. 5 .48 19 .4 24 . 1 15 17 .0 K. 5 . 48 20 . 0 24 . 5 16 17 . 0 - - - - 29 . 2 - - - 17 17 . 0 - - - - 45 . 0 - - - 18 17 . 0 K= 5 . 48 30 . 1 30 . 1 19 17 . 0 K. 5 . 48 29 . 8 29 . 9 20 17 . 0 - - - - 29 . 9 - - - 21 17 . 0 - - - - 46 . 3 - - - 22 17 . 0 - - - - 30 . 5 - - - 23 17 . 0 - - - - 48 . 2 - - - 24 17 . 0 - - - - 30 . 9 - - - 25 17 . 0 - - - - 50 . 9 - - - 26 17 .0 - - - - 31 . 0 - - TOR 17 . 0 - - - - 55 . 3 - - - AF 5 . 6 - - - .. 60 . 8 - - - BOR 0 . 5 - - - - 64 . 4 - - - I SPOUT 0 . 0 - - - - 64 . 7 - - - 991N 0 . 0 - - - - 72 . 7 - - - SRCE 0 . 0 SOURCE 72 . 9 350 . 7 EQUIVALENT E-FACTOR CALCULATOR Node Spr. Press. Pipe dia. Pipe Ftgs . Total H-W Equiv. Name K-fac. (psi) (in) Len. (ft) Len. (ft) coef. K-fac. TYP HD 5 .80 7.0 1.049 0.50 2T 10.50 120 5.48 , SPRINXLER S a'=':M HYDRAULIC ANALYSIS ?Age nates.: 01/11/1996 TtGRD.SL F 106 . :TLE: ':i.P "A " TIGARD PROMENADE .20/ 1500 3q. ft . 4':P!•' -•,T!, P. TAG Q ;GV ) i:- .A(IN) LENGTH PRLSS. END ELEV. NOZ . PT DISC. VEL(FPS) HW(C) (FT) Std.. , NODES (K) (P (GPM) F .L. /FT (PS:1 Pipe: 1 75 . 0 1 . 682 P . 149 . 21 PF 22 9 1 17 .0 0 .0 44 .0 0 .0 10 . 8 120 FTG T PE 0 .0 2 17 .0 5 .5 20 . 1 24 .6 0 1.50 TL 159 .21 PV 0 .8 Pipe: 2 50 .4 1 .682 PL 10 . 00 PF 0 .7 17 .0 5 5 26 . 1 24 . 6 7 . 3 120 P'E'G • - PB 0 17 .0 5 . 5 19 .4 24 . 1 C . 172 TL 16 .00 p" 0 .4 i Pipe: 3 26 . 3 1 .t 2 F'., 7.F2 PF 0 .'% 1 17 ' 5 . ! ' ' .4 24 1. 3 .8 1 )0 "TG :E 0.0 1 1 17 .0 5 . 5 19 ? 24 . 0 0 . 022 fl 7 .92 PV 0 .1 i Pipe: 4 2 . 3 1 682 PL 8 .00 PF 0 .0 4 ..7 .0 5 . . 1 (4 . 2 24 . 0 0 . 3 120 FTG -- PB 0 .0 S 17.0 5 .5 2 24 0 0 .000 TL 8 .00 PV 0 .0 Pipe: 5 -21 . 7 1 . 682 PL 8 . 00 Pt' 0 .1 5 17 ,0 19 .. 24 . 0 3 . 1 120 FTG -- - PF 0 .0 6 1 . w S 19 . 3 74 . 1 0 .015 TL 8 .00 PV 0 .1 !' 6 -45 . 8 1 . 682 PL 10 .00 PF 0 .6 6 :7 .0 7 . 0 .E. 5 19 .:s 24.1 6 . 6 120 FTG -- -- PB 7 .0 7 " .5 19.9 2 .4 0 . 060 TL 10 .00 PV L. .3 !pe: -70 . 2 _ . ,38? PL 58 .50 Pr' 9 . 1 7 17 .0 5 . 5 19 .9 :4 . t 10 . 1 120 FTG T PB 0 .0 0 17 .0 0 .0 9 .0 0 .0 0 . 133 TL 6' . 50 PV C 7 p0 : 8 75 . 0 2 . 635 PL 12 . 00 PF U . 9 17 .0 0.0 44 . 2 0 . 0 4 .4 120 FTG - -- PE 0 . 0 1" n 2 0 44 . 0 0 . 0 0 . ,7117 TL 12 00 PV 0 . 1 Pipe: 9 75 1. J. 582 PL 14.'1 .21 PP 24 .0 9 17 .0 0 0 44 .2 0 . 1 120 rIG T PE 0 .0 10 1 / .0 5 . 5 20 .2 14 .6 0 . 151 T.., 159 .21 PV 0 .8 M Pipe: 10 50 . 5 1 . 682 PL 10 .00 PF 0 .7 1 ) 17 .0 5 .5 20 .2 7a . ,3 7 . 3 1 C FTG ---- PB a .0 11 17.0 5 .5 19 . 24 . 2 0 .071 TL 10 .CL PV 0 .4 PtIA. : 1J 26 3 1 . 682 PL 7 .92 PP 0 .2 11 17 .0 5 . 5 19.5 24 . 7 3 . 8 120 r1,G ---- PE 0 .0 12 17 .0 5 . 5 19 .3 24 . 1 0 .022 TL 7 .52 PV 0 1 �.pe . 12 2 . 1 69 NJ8 .00 PF 0 . 0 12 17 .0 5 . 5 19 . 3 24 . 1 0 . 3 120Tr -- nB 0 .0 1.7 0 5 . 5 19 . 1 24 . 1 0 , _00 TL 8 . 00 PV 0 0 pin,: 13 -2 . 8 1 682 PL 8 .00 PF 0 .1 '.3 17 .0 5 . 5 1.9 . 3 24 . 1 3 2 120 FTG ---- PB 0.0 X4 17 .0 5 . 5 .1 .4 24 . 1 0 . 015 TL 8 .00 PV 0 . 1 ✓t1NXU R SYSTEM HYDRAULIC ANALiSIS Page 3 Date: 01./11/199C TIGP.F.^ .SDF JUC TITLE: SHOP "A" TIGARD PROMENADE 20/ 1500 sq. ft . PIPE DATA (conc ‘ PIPE TAG Q(CPM) DIA(IN) LENGTH PRESS . ND ELEV. NC" . PT DISC. V1'L(FPS) HW (C) (FT) SPM. NODES (FT) (K) (nSI) (GPM) F.L./VT (PST) Pipe: 14 -46 .0 1 .682 PL 1.0 . 00 PP 0 .6 14 17.UJ , . S 19 .4 24 . 1 6 .6 120 FTG - -- - PE 0 .0 15 1/.0 5 .5 20 .0 24 .5 0 .061 TL :0 .00 PV 3 Pipe: .5 -70 .5 1 682 PL 58 .50 PF 9 . 2 15 17.0 5 . 5 20 . 0 24 . 5 10 .2 120 FTG T P7 0 . .j 16 17 .0 0 .0 29 . 2 0 . 0 0 . 131 TL 68 .51 PV 1 . 7 Pipe: 16 70 . 2 2 .635 PL 12 .00 kF 0 .2 16 17 .0 0 .0 29 2 0 .0 4 . 1 120 FTG --- PE 0 .0 8 17 .0 0 . 0 29 .0 0 .0 0 .015 TL 12 .00 PV C . 1 Pipe: 17 150 1 2 635 P . 12 .00 PF 0.7 17 17 .0 0 .0 45 . 0 0 . 0 8 . 8 120 Fi.%., -- -- PE 0 .0 9 17 .0 0 .0 44 . 2 0 . 0 0 .061 TT. 12 .0!. PV 0 . � Pipe : 18 57 . 9 1 . 682 PL 149 . 21 PF : ; .9 1 17 17 .0 0 . 0 45 .0 0 . 0 8 .4 120 FTG T PE 0 .0 18 17 .0 5 . 5 30 . 1 30 . 1 0 . 093 TL 159 .21 PV 0 . 5 Pipe : 19 27 . 9 1 . 682 PL 10 .00 PF 0 .2 18 17 .0 5 . 5 30 . 1 30 . 1 4 . 0 120 FT ---- PE 0 .0 19 17 . 0 5 . 5 29 . 8 29 9 0 . 124 TL 10 .00 PV 0 . 1 Pipe : 20 -2 . 1 1 . 662 PL 2 .4.2 PF 0 .0 19 17 .0 5 . 5 29 .8 29 . 9 G . 3 120 FIG T PE 0 .0 2" 17 . 0 0 . 0 29 . 9 0 C. 0 .000 TL 102 .42 PV 0 . 0 Pip• 2:. 1. 0 . 7 2 635 PL 12 . 00 PF 0 . 7 ::0 17 .0 0 . 0 29 .9 n .0 8 . 3 120 FTG ---- PE 0 .0 16 17 .0 0 . 0 29 .2 C .0 0 .054 TL 12 .00 PV 0 . 5 P.1r_.a : 22 208 .0 2 .635 PL 12 .0C PF 1 .3 71 : 7 .0 0 0 46 . 3 0 .0 12 . 2 120 FTG ---- PE 0 .0 17 11 .0 0 . 0 .45 0 0 . 0 0 . 112 TL 12 . 00 PV 1 .0 Plse: 23 44 .8 1 . 682 PL 251 .63 PF 15 .8 21. 17 .0 0 .0 46 . 3 0 0 6 . 5 120 FTG 2T r'E 0 .0 2,: X7 .0 0 .0 10 .5 0 .0 0 .058 TL 271 .63 PV 0 . 3 Pipe : 24 142 . 8 2 . 635 PL 12 .00 PF 0 . 7 22 11 . 0 0 .0 30 5 0 . 0 8 .4 120 FTG - -- - PE 0 .0 ;.0 17 .0 e . 0 29 .9 0 .0 0 "56 TI. 12 .00 PV 0 . 5 Pipe : 25 252 8 2 . 635 PL 12 . 00 PF 1 . 9 23 17 3 0 . 0 48 . 2 0 . 0 14 . 9 120 FTG ---- PE 0 .0 21 17 . 0 ; . r: 46 . 3 0 0 . 160 TL 12 .00 PV 1 . 5 Pipe : 26 41 . : 1 . 682 PL 251 .63 PF 17 . 3 23 17 .0 0 . 0 48 .2 3 C, 6 . 8 120 FTG 2T PR 0 .0 24 17 0 0 .0 30 .9 0 . 0 0 . 064 TL 271 .63 P'' 0 . 3 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 Date. 01/17/1996 TIGARD.SDF JOB TITLE: SHOP "A" TIGARD PROMENADE .20/ 1500 sq. ft . PIPE DATA (cont . ) PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS . END ELEV. NOZ . PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT! (K) (PSI) (GPM) F.L. /FT (PSI) Pipe: 27 98 . r 2 . 635 PL 12 .00 PF 0 . 3 24 17 .0 0 .0 30 . 9 0 .0 5 . 8 120 FTG ---- PE 0 .0 22 17 .0 0 .0 30 . 5 0 . 0 0 . 028 TL 12 . 00 PV 0 .2 Pipe: 28 300 . 0 2 . 635 PL 12 .00 PF 2 .6 25 17 .0 0 .0 50 . 9 0 . 0 17 . 6 120 FTG - -- - PE 0 .0 23 17 . 0 0 . 0 48 . 2 0 . 0 0 . 220 TL 12 .0 ` PV 2 . 1 Pipe : 29 50 . 8 1 . 682 PL 251 .63 PF 19 .9 25 17 .0 0 .0 50 . 9 0 .0 7 . 3 120 FTG 2T PE 0 .0 26 17 .0 0 .0 31 . 0 0 . 0 0 . 073 TL 271 .63 PV 0 .4 Pipe: 30 50 . 8 2 . 635 PL 12 . 00 PF 0 .1 26 17 .0 0 . 0 31 . 0 0 . 0 3 . 0 120 FTG --- - PE 0 .0 24 17 . 0 0 . 0 30 . 9 0 . 0 0 . 008 TL 12 .00 PV 0 .1 Pipe : 31 p -350 . 8 3 . 260 PL 36 . 00 PF 4 . 5 25 17 . 0 0 .0 50 . 9 0 . 0 13 . 5 120 FTG L PE 0 .0 TOR 17 . 0 0 . 0 55 . 3 0 . 0 0 . 104 TL 43 .00 PV 1 .2 Pipe : 32 -350 . 8 4 . 260 PL 11 .42 PF 0 . 5 TOR 17 . 0 0 .0 55 . 3 0 . 0 7 . 9 120 FTG L PE 4 . 9 AF 5 . 6 0 .0 60 . 8 0 . 0 0 . 028 TL 19 .42 PV 0 .4 Pipe: 33 -350 . 8 4 . 260 PL 5 . 08 PF 1 . 3 AF 5 . 6 0 . 0 60 . 8 0 . 0 7 . 9 120 FTG BA PE 2 .2 BOR 0 . 5 0 . 0 64 . 4 0 .0 0 . 028 TL 47 . 08 PV 0 .4 Pipe : 14 -350 . 8 6 . 357 PL 30 . 00 PF 0 . 1 BOR 0 . 5 0 . 0 64 . 4 0 .0 3 . 5 140 FTG L PE 0 . 2 BFOUT 0 .0 0 . 0 64 . 7 0 .0 0 . 003 TL 44 . 63 PV 0 . 1 Pipe : 35 FIXED PRESSURE LOSS DEVICE BFIN 0 .0 0 .0 72 . 7 0 . 0 8 . 0 psi, 350 . 8 qpm BFOWI 0 . 0 0 .0 64 . 7 0 . 0 Pipe : 36 -350 . 7 6 . ,7 PL 20 . 00 PF 0 . 2 BFIN 0 .0 0 .0 72 . 7 0 . 0 3 . 5 140 FTG Tr PE 0 .0 SRCE 0 . 0 SRCE 72 . 9 (N/A) 0 . 003 TL 75 . 86 PV 0 . 1 NOTES : (1) Calculations were performed by the HASS 6 . 0 . 0 computer program under license no . 4 C1324I granted by HRS Syritems, Inc . 2193 Ranchwood Dr. , N. E . Atlanta, GA 30345 (2) The system has been balanced to provide an average imba. ance at each node of 0 . 005 gpm and a maximum imbalance at any node of 0 . 164 gpm. SPRINICLER SYSTEM HYDRAULIC ANALYSIS Page 5 Pate: 01/11/1996 TIGARD.SDF JOB TITLE: SHOP "A" TIGARD PROMENADE . 20/ 1500 sq. ft . (3) Velocity pressures are printed fol. information only, and are not used in halancing the System. Maximum water velocity is 17 .6 ft/sec at pipe 28 . (4) a. System remote area HAS been proven or 'peaked' . h. Minimum pressure at any sprinkler: 19 . 180 psi c . Minimum pressure with remote area shifted one sprinkler space toward left cross main: 19 .208 psi d. Minimum pressure with remote area shifted one sprinkler space toward right cross main: 19 . 188 psi (5) PIPE FITTINGS TABLE Pipe Table Name: STANDARD. PIP PAGE : B MATERIAL: THNWL HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D Ell Tee LngEll ChkVly BfyVly CatVly AlmChk DPV1v 1 . 682 5 . 00 10 . 00 3 . 00 11 . 00 7 .00 1 . 00 12 .00 12 .00 2 .635 8 .00 17 . 00 6 . 00 19 . 00 10 . 00 1 .00 14 . 00 14 .00 3 . 260 9 .00 20 .00 7 . 00 22 . 00 13 . 00 1 .00 18 .00 13 .00 4 . 260 13 . 00 26 .00 8 . 00 29 . 00 16 . 00 3 . 00 26 . 00 13 .00 6 . 357 18 . 00 38 .00 11 . 00 40 . 00 13 .00 4 .00 35 .00 24 .00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 Date: 01/11/1996 TIGARD.SDF JOB TITLE: SHOP "A" TIGARD PROMENADE . 20/ 1500 sq. ft . WATER SUPPLY CURVE 120+ 110+ 100+ 90+ Ptd \\ P. \\ S \\\ 3 70+ --* <-70 . 0 psi ® 1150 gpm U I Plow Test Point R E 60+ P S I 50+ 40+ 30+ 20+ LEGEND X • Required Water Supply 72 . 94 psi V 600 . 7 gpm 10+ 0 - Available Water Supply " 76 .99 psi 1 600 . 7 gpm I " 0++-+---�- - + 400 600 800 1000 1200 1400 1600 1800 2000 FLOW (GPM) SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 Date : 01/11/1996 TIGARD.SDF JOB TITLE: SHOP "A" TIGARD PROMENADE .20/ 1500 sq. ft . GRID FLOW DIAGRAM [XXX] - Node Numbers 75 .0 50 . 5 26 . 3 2 . 3 21 . 7 45 .7 70 .2 - 74 .9 70 . 2 [ 9] -->--+-->--+-->--*- ->--+--<--*- - 16] 75 . 2 50 .5 26 .4 2 . 3 21 . 8 45 .9 70 .4 150 . 0 140 . 7 [ 17] -->--*-->--* < -- -- [ 20] 58 .0 27 .9 2 .0 208 . 0 142 . 7 [ 21] - -> [ 22] 44 . 8 252 .8 97 .9 [ 23] --- -- > [ 24] 47 . 2 299 . 9 50 . 7 [ 25] > - [ 26] 50 . 8 350 . 7 Carlson Testing, Constructun Inspection & Related Tests Inc. Geotechnical Consulting 3EPORT OF 6X 12 CONCRETE TEST SPECIMENS P.O. Box 23814 Tigard,Oregon 97281 test Methods: ASTM 0172/C1231/C39/C.'_ 1/C1064/C143 — Phone(503)684-3480 FAX#684-O 4 )ate Molded: 01/09 19 .4,•, Job No. 1 4", Permit No: - �_,_------------ _- STERLING DEVELOPMENT CO – JEFF 1�ASAK ;tient: �3vpcts� o ao. lituAgg--/ 'roped T I GARD PROMENADE ____Ct gbei J s ir 9S"-Ooj _____ Address T I GARD OR _ i ;ontractor S D DEACON CORPUkAT ION .Sub Contractor _ ____•_ :oncrete Supplier: WILSONV I LLE CONCRETE PRODUC Truck No 46 Ticket No H08404 .ast By D. V I C K Cu.Yds __. Load No.1 OVERCAST 47 42 Neather _ Temp.High Temp.Low: ocatlonulPlacement BUILDING "A" -. GRADE BEAM 1 . 1 TO 7 , "A" LINE Test Time: 1 1 0(.) _ Concrete Temp62 — Strength Requirement 3000 PSI 0 28 days Slump 4 1/2Cement Type T -- mix No/No.Sacks 3050W Air Content ----.---_.-. —__- Max.Aggregate {/4 ldr' .:.Amount, Brand. _ x.Amount: — Brand: —� Set Testi) Register Date Date Total Area Unit Repoli Tested No. Days Number Rec'd Test Load PSI No. By 7 89"36 01 /10 01/1 713 ,804 213 .27 2790 BK 28 8936 01/10 02/Of 28 8936 01 / 10 00;' '0, HOED 8' 3t. 01 /1 0 'Ismer,. cc : S D DEACON C.ORPORAT 1 ON ,Ar EWAY ..STOR ,2 _INC _ • - • CITY OF TIGARD MPR ARCHITECT', ntormatior contained herein Is not to be reproduced,except In hill,without prior euthodtatlon horn this office • lson TestingInc.T iConstruction Inspection & Related Tests , Geotechnical Consulting iEPORT OF6X1 ' CONCRETE TEST SPECIMENS P.O. Box 23814 Tigard,Oregon 97281 rest Methods: ASTM C1.721C12311C29/C31/C1Oe4/C14 t Phone(503)684-3460 FAX 0 684-0954 )ate Molded: 01/09 , t9 96 ,lob No. 95-4145 Permit No. — ;lent. _ STERLINS_QEVELOPMENT CO - JEFF RASAK IM 11ta/T Lfptk_____ p400(51r5'S: >roiect: _ TIGARD PROMENADE kldryrs. _T I GARD_QR ;ontractor: 5 D DEACON CORPORATION Sub Contractor 'oncrete Supplier. WILSONVILLE CONCRETE PRODUC Truck No 4t2__ ___ Ticket No H08404 i.ast By _. -- __IL. V I CK Cu.Yds. ---7 -------__----Load No,1 – Veather OVERCAST Temp.High. _4 ' _Temp Low: oceuonof Placement: BUILDING "A" - GRADE BEAM 1 . 1 107 , "A" L INE TeatTime:12 00 Concre'aTemp F'' itrength Requlronnnt 3000 PSI O 28 days Slump4 1/2 ' Cement Type 1______ .— Air. 3050W Sacks 3050W A:: Content _ Max ,gate 3/4 " %drnlx Amount Brand: Admix.Amount: Brand: Set TestO Register Date Date Total Area Unit Report Tested No, Z!ays Number Recd Test Load PSI No. By 7 8936 01/10 01/16 78 ,804 28.27 2790J BK 28 8936 01/10 02/06 112 ,810 _ 128.32 3980 AS 28 8936 01/10 02/06 116 ,080 28.32 4100 AS — 28 8936 01/10 02/06 117 ,960 28 .32 4170 AS _I , • Ism/Irks: cc: S 0 DEACON CORPORATION C I_t1L_DF____II.GARD __.__ - MPR ARCHITECTS SAFEWAY STORES INC _________ __ _ W4.44_ PRESIDENT Reviewed By Our r_e nr__ a ..p*ri8ln_.o_the metal- jai Lestedii'tspecterJ__only .Monnalton coMalned herein M not to he reproduced,except In full,without prior authorize"on from this office Construction Inspection& Related "'eats Carlson Testing, Inc. GcJtechrtkal Cork-,rfling P.O. Box 23814 January 8 , 1996 T.gard. Oregon 97281 ♦9 5-414 5 .C T I Phone(503)684-3460 Permit No. _ FAX(503)684-0954 FIELD INSPECTION REPORT 'J tlpgs- 03114 e A1tS'/0l1001S IT- 66.34 DATES COVERED: January 4 and 5 , 1996. PROJECT: Tigard Promenade ADDRESS: Tigard, OR INSPECTOR: J. Svacek #649 and D. Vick BUILDING A: ♦1-04-96 : CTI representative (J. Svacek) was present at the jobsite and visually inspected welding of embed P- 35 to column 20C1 (6) for building "A" . Welding was done _.n shop at Buffalo Welding by certified welder. FCAW was used. Welds are acceptable by AWS D1 . 1 and conform to app:-,. "ed drawings for size, length, and location. Visual inspection of metal dec'cing in mezzanine floor and roof is acceptable, except ledger angles along "H" line from 7 to 8 are not welded. Decking along "G" line from 6 to 6 . 6 will be screwed to top plate of metal stud wall framing. ♦eio,1.000 B,lILDING A AND ♦1 -05-96: CTI epresentative (D. Vick) arrived at the jobsite and inspected reit?forcing in screen wall, H-line north cf loading dock at Building C, 4 ' to 8 ' level . Building A, 2-line 6 to 9 and 9- line, C to C. 4 , 13 ' 4" to 19 ' 4" . All reinforcing conforms to plan and specifications . Observed grout pour for these walls and all Grout was vibrated. A 6 1/2 sack Kurtz mix was used . •4a.i.400 Our reports pertain to the material tested/inspected only. Information contained herein is not to be reproduced, except in full , without prior authorization from tills office. If there are any further questions regarding this matter , please do not hesitate to contact this office. Respectfully subm ted, C • ' S'N TSTIN INC . �'. •las w. Leach • . ident /DV :mm cc : Sterling Development Co. Jeff Rasak SD Deacon Corporation City of Tigard MPR Architects (r �� • T Construction Inspection &Related Tests .,arison testing, Inc. GeotechntalConsultiltq 1 P.O. Box 23814 January 8 , 1996 Tigard. Oregon 97281 •95-4145 .CT I Phone(503)684-3460 Permit No. BNf =.O LBtJPA Q 3.14 FAX (503)684-0954 agtiPgs-oI neI 014,04S'/nLi00/ SiTgs Ooa( FIELD INSPECTION REPORT ii DATES COVERED: January 4 , 1996 PROJECT: Tigard Promenade - Safeway Building "B" ADDRESS : Tigard, OR INSPECTOR: D. Whitehead +01-04-96 : CTI representative was on site at 2 : 00 PM for full time inspection of masonry wall grouting operation and rebar inspection at building "A" top off on line "C" from line 3 . 5 to 7 . Safeway screen wall on line "H" from grade to +4 ' bond beam. All rebar and embeds were correct in placement as per plans provided by contractor. Grout was consolidated by mechanical vibrator . Grout was supplied by Wilsonville Concrete. A 6 1/2 sack 3/8" Kurtz mix. *423.1.400 I Oir reports pertain to the material tested/inspected only. Information contained herein is not to be reproduced, except in full , without prior authorization from this office. If there are any further questions regarding this matter, please do not hesitate to contact thi. office . Respectfully submi ted, CA I,S0 T .STING D�C . f , Do • las W. Leach P - sident 1 DW: eah cc : Sterling Development Co. - Jeff Rasak SD Deacon Corporation City of Tigard MPR Architects J I Construction inspection d,Related Tests Carlson Testing, Inc. Grotechninal Consulting P.O. Box 23814 January 5 , 1996 ligand, Oregon 97281 •9 5-4 14 5 .CT I Phone(503)684-3460 . Permit No. FAX ,503)684-0954 • FIELD INSPECTION REPORT DATES COVERED: December 28 and January 3 , 1995 PROJECT: Tigard Promenade ADDRESS : Tigard, OR INSPECTOR: S . Leach and B. O'Connor #529 • BUILDING A: w ♦12-28-95 : CTI representative (S . Leach) inspected rc:Jar in building "A" CMU wall on "C" line, 3 '4" to 8 ' . Rebar was placed according to the plans and specifications . CTI representative witnessed the placement of 11 yards of grout in building "A" CMU wall on "C' line 3 ' 4" to 8 ' . A vibrator was used to consolidate the grout . •uu.I 400 SHOP Al ♦1-03-96 : CTI representative (B. O'Connor) arrived at project site to look at rebar size and location on shop A, 13 ' 4" to 19 ' 4" from 1 , line B to C; and C line, 1 to 3 . 5 line . All rebar, beam plates , and bolts were placed according to plans and specifications . Also It mason contractor consolidated greut by means of mechanical vibrator. Also CTI made a set of prisms on a 6 1/2 sack mix . •4I0.1.4cn Our reports pertain to the material tested/inspected only . Information contained herein is not to be reproduced, except in full , without prior authorization from this office. If there are any further questions regarding this matter , please do not hesitate to contact this office . Respectfully submitted, p Y CARLSON TESTING, . (..,)" ‹-C. ji Dougla . Leach President SL/Rn .m^ cc : Sterling Development Co. Jeff Rasak SD Deacon Corporation City of Tigard MPR Architects Carbon Testing, Inc. Construction Inspection& Related Te Geotechnical Corvulting P.O. Box 23814 January 4 , 1996 Tigard,Oregon 97281 +95-414 5 . C T I Phone(503)684-3460 Permit No . 'SSS FAX(503)6840954 guP'Is—_03i(./ 6uP9s/ oy00/517-9S- cold' FIELD INSPECTION REPORT DATES COVERED: January 2, 1996 PROJECT : Tigard Promenade ADDRESS: Tigard, OR INSPECTOR: S . Stoner #611 /J . Svacek #649 ♦01-02-96 : CTI representative (S . Stoner) , inspected reinforcement and monitored placement of approximately 14 cubic yards Wilsonville 6 1/2 sack Kurtz mix grout in 8" CMU wall section at building "A" , C/3 . 5- 9 and 9/B-C (from 8' to 13" ) . Rebar was placed in conformance with plans and specifications . Wall sections were solid grouted and reconsolidated by mechanical vibration. No samples were taken at this time . CTI representative (J. Svacek) , inspected metal decking at roof level between grid line 4 , 8 and grid line B and E and button punches . Puddle welds and ledger details in this area are acceptable by AWS standards 3nd project specifications. Button punches are sound and occur on 24" on center as called out on approved drawings . •3611400170.1.000 Our reports pertain to the material tested/inspected only. Inf oration contained herein is not to be reproduced, except in fu. without prior authorization from this office . If there are any further questions regarding this matter, please do not hesitate to contact this office. Respectfully submitted, CARLSON TESTING, INf. ir12) Douglas W. Leach President SS/JS :eah cc : Sterling Development Co. - Jeff Rasak SD Deacon Corporation City of Tigard MPR Architects Safeway Stores Inc . 1 ^I Construction Inspection & Kdited Tests _,arlson Testing, Inc. Geotechnical (:onsulting 6X12 CONCRETE SPORT OF _TEST SPECIMENS P.O. Pox 23814 ASTM C172/C1231/C39/C31/C1064/( 143 Tigard,Oregon 97281 est Methods: Phone(503)684-34FG FAX 1684-OJE4 01/04 96 cac,_ •11 Lir. ate Moloed — , 19—_-- Job No. ------------- Permit No -------- -_ STERLING DEVELOPMENT CO - JEFF RA'=.AK 2?KP --03goial4PLt1D 4- T I GARD PROMENADE 5 I T-.?TOD mmct TIGARD OR ddress ----- - S D DEACON CORPORATION ontractor ------------------ -Sub Contractor: — --._ WILSONVILLE CONCRETE PRODUC 43 HO8257 oncrete Supplier —_,— —Trick No. _-___— --Ticket No. D. WHITEHEAD 112/150 13 est By —Cu.Yds. —Load No. OVERCAST 56 41 leather --- —_-- Temp.High: Temp.Low: —. SLAB ON GRADE BETWEEN LINES B TO C AND 2 TO 2 .5 xatior;of Placement. —-- ---- ------- --- ---- — 1 :25 75 Test Time ______ Concrete Temp: — 3000 —, 28 4 1/4 " I .II trength Req.rirnment• — - PSI 0 days Slump _._._ - _ Cement Type -- 3050W 3/4 " lix No/No Sacks --_ Air Con tent Max Aggregate ------ dmix Am•mot — Brand: _ Admix Amount _Brand: ' Sot TestO Register Date Date Total Unit Report Tested No. Days Number ReC'd Test Load Area PSI No. By III 7 8829 01/05 01/11 ,.7 ,23', 12F1 .2'7 2380 JB 28 8829 1 01/05 02/03 28 8829 01 /05 02/01 Cc: S t1 DEACON CORPORATION !SAI FWAY TORES INC MPR ARCHITECTS 'formation contained herein is not to be reproduced,except in hi.without prior authonzation from this office Carlson Testing Inc. Construction Inspection e Irebtea Tests Geotechnical Consulting REP0RTOF6X12 CONCRETE TEST SPECIMENS P.O. Box 2381 Tigard,Oregon 97281 re-stMethods: ASTM C172/C1231/C39/C31/C1Ob4/C143 Phone(503)684-3450 FAX 0 684-0954 ]ate Molded 01/04 . 19.96 - Job No. 95-4145 _. Permit No: BUP95-U3?' 5-- U;i10- 13 95-Q3tbI%t4Pc 10 :tient STERLLNSz_ DEVELOPMENT ccs--_ JEFF RASAK — -- —__-- S/T1S-t2oa li 'rolect TI GARD PROMENADE — -- -- address: —. I IGARD OR 1 :cqitrrxtor. $ D DEACON CORPORAL ION cub Contractor -; ncretraSuppiier: WILSONVILLE CONCRETE PRODUC Truck No 4.3 Ticket No __H08257 :ast By: _ D . WH I TE Cu.Yds. .__ 112/150 _Load No 1 :{ �I .1•10/1111111111115a OVERCAST 41 Noather Temp High — Temp Low: SLAB ON GRADE BETWEEN LINES B TO C AND 2 TO 2 .'3 .)talion of f lact'ment I75 _ - - _ Test Time - Corxrele Temp: rItrength Requirement 3000 _ PSI b - Hdays •;lump .i 1 "4 „. Cement Type 'I I 3050W — — — — Max A �e,ate /4 „ %tint No/No Sacks — Air Content gg g 4rrmix Amount _ Brand: __Admix.Amount - Brand: Set Test0 Register Data Date Total Area Unit Report Tested Nu Days Number Reed Test Load PSI No. By - _` III8829 01/05 01/11 67 ,236 28 .27 2380 JB __ 28 __8829 _�Oi/05 02/01 106 ,880 - 28 .32 3770 AS 28 8829 01/05 02/01 105 ,990 28 .32 3740 AS .._ -._ , -_ .- J -t---.___-_.____y ._ 1emar! cc- : S D DEACON CORPORATION CJTY OF TIGARD__ ----g0R/0117(:::2:0Ae MPR ARCHITECTS $AFEWAY_TORESN� _I _ -- ` LABORATORY MANACLE Reviewed By __-Quo 1-_Vp4AA._Per.. ill-_C_4__the riiatet ial testediinspec.ted only-. Inlormetion contained herein Is not to be reproduced.except in full,without prior authorization from this office. Carlson Con_tructton Inspection 6.Related Tests Carlson 'Testing, I n c�r Geotechnical consulting P.O. Bor 23814 Tigard,Oregon 97281 January 3 . 1.996 Phone(503;684-3460 tlo5 -4i45 FAX(601)684-095' Permit No. lfli3-4-7;-tiiW1 "+E11 S 3,u F- 03 ►(, $c4 Fuld mO IS IT-.I s-OD Sterling Development Co - Jeff Rasak 3252 Holiday Ct Ste 225 La Jolla . CA 92037 Re : Ti.iat.d Promenade Tigard, OR Shop Inspection Reports Enclosed, please find shop inspection and ultrasonic reports from our associate Braun Intertec for the above referenced project covering December 29 , 1995 . Should you have questions, please contact this office. Respectfully submitted, CARLSON TESTING? INC . at2.„.) Douglas W. Leach President ecp enclosures cc : S D Deacon Corporation City of Tigard MPR Architects Safeway Stores Inc Carlson. Testing, Tnc. Construction Inspection 6 Related Tats Geotechnical Consultirr$ jEPORT OF8X8X 16 PRISMS TEST SPECIMENS P U. Box 23814 Tigard,Oregon 97281 'est Methods: UBC 24-22 —_ Phone(503)684-3460 FAX N 684-0954 late Molded: — 01/03 , 19 96— Job No. 95-•4145 Permit Nc+: _ - AliQ :ke,,t. STERLING DEVELOPMENT CO - JEFF RASAK i.tPgS-03 tio. UPq,440 ... .roie:.t T I CARD PROMENADE ---- Q-4'o7__51' -col c---- ,draess TIGARD OR -- :o•draciur 5 C DEACON CORPORATION Sub Contractor: :-mcrete Supplier W I LSONV I LLE CONCRETE PRODUC Truck No. 50 Ticket No. 101466 B B. 0 '..ONNOR Cu.Yds. 1 :est ey. 7 .__----- Load No. Oat et OVERCAST _ Temp.High: 42 _ Temp.Low: 39 oration of Placement „SHOP A" - TOP OFF ON WALL LINE B TO 1 oN 1 LINE AND C LINE 1 TO 3.5 __-. .__ - Test Time:2 00 Concrete Temp ('U 4rength f equirement. 1500 — _ _ PSI 0 l ti days Slump Cement Type Mx No./No.Sacks 6 1/2 SACK Atr Aggregate Content _„ Max A re ate 3/t3„ %dmix Amount: __-_ _Brand:KURT Z MIX Admix.Amount _ - Brand Stit Test 0 Register Date Date Total Unit Report Tasted No Days Number Recd Test Load Ar•a PSI No. BY 28 8835 01/08 01/31 217 ,430 64 .49 tI/0 AS 28 8835 01/08 01/31 212 ,172 64 .49 3290 AS 28 8835 01/08 01/31 216 ,686 64 .49 3360 AS temartrs• — -- cc: S D DEACON CORPORATION --- CITY OF IIGARQ---- -- — --- — — MPR ARCHITECTS L SAFEWAY STORES INL.__ - D.11,, .t iL _ Isamu www16_ Reviewed By - _._Qur reports pertain to the material te=,ted,i nspecLAd only_ dormatlon contained herein Is not to he reproduced,except in full,without prior authorization from this office , Construction Inspection&Related Tests Carlson Testing, Inc. Geotechnical Consulting P.O. December 29 , 1995 Tigardd,, Boxon97 Oregon 97281 •9 5-414 5 .C T T Phone(503)684-3460 Permit No. FAX(503)684-0954 61,1n95- - U3il, //341'2'95/ 01/00 /Sireys- - ! FIELD INSPECTION REPORT 60-21( DATES COVERED: December 28 , 1995 PROJECT: Tigard Promenade - Safeway Building "B" ADDRESS : Tigard, OR INSPECTOR : J. Svacek 4649 •12-28-95 : CTI representative visually inspected puddle welds , button punches and ledger details in the area from E-H/0 & 8 . Mezzanine area was not inspected. All welds and button punches are inspected and accepted in the area referred to above . Welds meet acceptance standard of AWS and conform to drawings and project specifications . •.no,i.aoo Our reports pertain to the material tested/inspected only. Information contained herein is not to be reproduced, except in full , without prior authorization from this office . If there are any further questions regarding this matter , please do not hesitate to contact this office. Respectfully submitted, (LS',Ni.,,TISTI NI, • D•uglas W. Leach P esident JS . eah cc : Sterling Development Co. - Jeff Rasak SD Deacon Corporation City of Tigard MPR Architects Construction Inspection &Related Tests Carlson Testing, Inc. Geotechnical Consulting P.O. December 28 , 1995 Tigarrdd,, Bo2381497 Oregon 97281 •95-4 14 5 .C T I Phone(503)6843460 Permit No. BVP41rWWFTFO. FAX(503)684.0954 FIELD INSPECTION REPORT DATES COVERED: December 27 , 1995 PROJECT: Tigard Promenade ADDRESS : Tigard, OR INSPECTOR: J. Svacek #649 & L. Warfield #601 •12-27-95 : CTI rep esentative (J . Svacek) performed visual inspection of metal decking at roof level on Building "B" , between Grid Lines 5 and 8 and Grid Lines E and H. CTI representative also visually inspected welding of ledger Details from 5 to 8 and from E to H. All welds are of acceptable appearance by AhS D1 . 1 and AWS D1 . 3 standard and conform to approved drawings and project specification for size, length and location . CTI representative (L. Warfield) inspected rebar (Shop "A" ) in 8" CMU wall , Line A, from Line 9 to 4 . Height of wall here is 8 ' (approximately) . Grout lift here is 5 ' . No cleanouts were required. Rebar conformed to approved structural details . The Structural Engineer was called to verify one #5 bar in bond beams 32" on center. Norman Hon replied that yes, one #5 was sufficient . O•:er the doorways there were two #5 ' s as per details . Grout was mechanically vibrated. 6 1/2 sack grout was placed. No samples were cast this date . Mason was requested to make up one s It of prisms for next grout pour . Noted mason was not heating water for mortar during cold weather . He began to at request of this Inspector . Superintendent was notified of this as well . •810.1.600196 1.400 Our reports pertain to the material tested/inspected only. Information contained herein is not to be reproduced, except in full , without prior authorization from this office . If there are any further questions regarding this matter, please do not hesitate to contact this office. Respectfully submitted, CARLSON TESTING, 7i . 1 Dou T(as . Leach Preside'rrt JS/LW: ecp cc : Sterling Development. Co. - Jeff Rasak • SD Ceaccn Corporation City of Tigard MPR Architects Construction Inspection £/Related Tests Carlson Testing, Inc. P.O.Box 23814 JOE NO ,. _ I44 LTigard,Oregon 97281 • I �, Phone(503)684-3460 REPORT OF IN-PLACE ASPHALTIC CONCRETE DENSITY TESTS FAX><684.0954 Client ti f E_KL INC -VEL4014W-+ CO 11.► I- 4-:(i.--4410, - Project-- - -6ARa--4 PROMENADE EuP-O31f./ $ . ,. -3 •+ I I GARD OR Description CLAS6 "C:" A64-9-141.„T 1E. LUNE-►;E Tit: 4-40M M0.1.:_.I. -4_444-C T HE kf- Rice Density 16.6 .6 Marshall Value Method of Test_ A'iTM a.2940 SeriaII_ 1n 4te mob' 4 OATE OF TESTNOT TEST LOCATION Lift No. In Place Density COMPACTION NORTHEAST CORNER OF BUILDING AT DOCK 1 12-�7 1 144 S .i NORTHEAST CORNER OF BUILDING AT DOCK 1 12-2, 2 14f, I 9a NORTHEAST CORNER OF BUILDING AT DOCK 1 12-27 3 1111, 4 y4 1 NORTHEAST CORNER OF BUILDjNG BUILDINGAT DOCK 1 J-2.' 4 1 AO, •3 94 tl !! '451. C t tMI A�. I I UN I:t c.tl►I l i i ternarks • ----�—cc : U UE At,LIN (: DRI-it IRA I I ON ;AF 1-WA1' ,TOW I Ni. T Y t/` 1 44-3.444.+ -- - - -- - MPR ARCH.TEE 1 U . WHIIL.HEAIi t W "sated by CARLSON TESTING INC nfotmation contained herein is not to he reproduced, except in full, without prior authorization from this office. 1 Construction Inspection&Refuted Tests Carlson 'Testing, Inc. _ Geotechninaf Consulting P.O. Box 23814 December 27 , 1995 •95-414 5 .CT I Tigard, Oregon 97281 Phone(503) 684-3460 Permit No. V0$ D FAX (503)684-0954 FIELD INSPECTION REPORT QUPgS- 031 .1 (3UP9S °140/ U DATES COVERED: December 26 , 1995 9 f r 9 S 00.15- S/OYOQ/ PROJECT: Tigard Promenade - Safeway Building "B" ADDRESS : Tigard, OR INSPECTOR: D. Vick ♦12-26-95 : CTI representative inspected reinforcing in building "A" , 8" CMU wall C line 5 . 5 to 9 from s_ab on grade up 34" . Trash enclosure CMU walls north of 1 line building "C" , Safeway, ground level to 6 1/2 ' . All reinforcing conforms to plans and specifications . Observed the grouting of these walls and the grouting of the CMU wall ] line C to E. 2 , first 4 ' in building "C" , Safeway. All placement of grout was vibrated. 6 1/2 Kurtz mix, supplied by Wilsonville Concrete . 4409,1 40n Our reports pertain to the material tested/inspected only . Information contained herein is not to be reproduced, except in full , without prior authorization from this office . If there are any further questions regarding this matter, please do not hesitate to contact this office . Respectfully submitted, CARLSON TESTIN , NC . 1-1)1• Douglas W. Leach President DV:eah cc : Sterling Development Co. - Jeff Rasak SD Deacon Corporation City of Tigard MPR Architects C • Construction Inspection &Related Tests Carlson Testing, I nc. Geotechnical Consulting December. 27 , 1995 P.O. Box23814 Tigard,Oregon 97281 ♦9 5 414 5 .CT I Phone 4 Permit No. 851) FAX (503)684-0954 614 P9 S" 03/ 6 FIELD INSPECTION REPORT 6 IMO/ s iT'gs t) 014/ DATES COVERED: December 21 , 1995 PROJECT: Tigard Promenade -- Safeway Building "B" ADDRESS : Tigard, OR INSPECTOR: G. Watson 4643 012-21 -95 : CTI representative inspected building "A" , grid C lien 9 to 6 , 0 ' -5 ' 4" . Reinforcement conforms to approved project plans . Wilson supplied 3/8" grout mix 6 1/2 sack. ♦415 1.400 Our reports pertain to the material tested/inspected only. Information contained herein is not to be reproduced, except in full , without prior authorization from this office . If there are any further questions regarding this matter, please do not hesitate to contact this office . Respectfully submitted, CARLSON TESTING, INC . Douglas W. Leach President GW:eah cc : Sterling Development Co. - Jeff Rasak SD Deacon Corporation City of Tigard MPR Architects Construction Inspection&Related Tests Carlson Testing, Inc. Geotechnical Consulting P.O. December 26 , 1935 ♦9 5- 4 14 5 . CT I Tigarrdd,, Oregon 23814gon 97281 Phone(503)684.3460 Permit No. BUP95-0317/BUP95-0320 FAX (503)684.0954 FIELD INSPECTION REPORT hh DATES COVERED: December 19 , 1995 80? -0'31 VI P U Nis10400 PROJECT: Tigard Promenade - Safeway Building "P" ADDRESS : Tigard, OR INSPECTOR: F. King ♦12- 19-95 : CTI representative was present at the jobsite to perform ultrasonic test inspection. Visual inspection was performed on K series joist connections at the following locations . D line from 1 to 8 line, E line from 1 to 8 , F line from 1 to 8 and G line from 1 to 8 line . Welder certifications were provided for B. Gauthier and L. Westphal , Jr . All completed work is in compliance with the job specifications , approved prints and AWS structural welding code . •42 .I.600 Our reports pertain to the material tested/inspected only . Information contained herein is not to be reproduced, except in full, without prior authorization from this office . If there are any further questions regarding this matter , please do not hesitate to contact this office . Respectfully submitted, CARLSON TESTING, IN . Douglas W. Leach President FK:eah cc : Sterling Development Co. - Jeff Rasak SD Deacon Corporation _city of Tigard MPR Architects Construction Inspection 6.Related Tests Carlson Testing, Inc. t Consults_ RO. Hnx Z 4114 December 21 , 1995 Tigard, Greg r 97281 •9 5-414 5 .C T I Phone(501,684-3460 Permit No. : t F,lip 4 s—0116 g 14 pl )0/04) °y04, I FAX(503)884-0954 Sir 9S_ 00aEt FIELD INSPECTION REPORT DATES COVERED: December 18, 1995 PROJECT: Tigard Promenade - Safeway Building "B" ADDRESS : Tigard, OR INSPECTOR: B. O'Connor ♦12- 18-95 : CTI representative arrived on project to look at rebar size and location on shop A from B to C on 1 line and C/5. 5-1 line. All rebar was placed according to plans and specifications. Mason contractor placed 11 yards of a 6 1/2 sack grout mix on location stated above. All grout placed was mechanically consolidated. CTI representative took a set of concrete cylinders on shop "C" footings . 4310,1,400 Our reports pertain to the material tested/inspected only. information contained herein is not to be reproduced, except in full , without prior authorization from this office. if there are any further questions regarding this matter, please do not hesitate to contact this office . Respectfully submitt- • , C SO OTING if /Dou as W. Leach Pr ident BO:eah cc : Sterling Development Co. - Jeff Rasak SD Deacon Corporation City of Tigard MPR Architects La '1(..., . Testing Inc. Construction Inspection 6 Related Tests w. rj Geotechnical Consulting IEPORT QF6X 12 CONCRETE TEST SPECIMENS P.O. Box 23814 TigardASTM C172/C1231/C39/ir '_%1 /C1.064/11,143 hone, 03)613regon 9346 7281 fest Methods: Phone(503)684-34110 FAX 0 684-0954 )ate Molded _ 1../20 , 19-1 Job No. -' i s Permit No: - -- ... - ;bent STERLING; DEVELOPMENT l Ci -- _JUT 1,',4-,,.:0B 4 pq s—. a Ina l 7#:. Pgs j01/00/ 'rolect T I GARD PROMENADE t r g 4 00 o f AddressT I GARD OR - ontractor _ ' 0 DEACON CORPORA 1 1(.44 ___ cub Contractor ;oncrete SUopber _W I L SONV I L L E r ONC RE TE. PRODUC Truck No `'-'._ Ticket No 1" 00970., 0., ;est By. D - WH I'f E HE AD Cu.Yds. —_-'_ Load No OVERCAST 47 Neather Temp.High _ Temp.Low: - . l F WAY " - SI AR 0N CRANI: IIF T WEE N I INE. • 1 1 t i .1 AND C TO 0 E A'I1 -ocation of Placement - - � HALF _____ - Test Time: -,-4 f) —Concrete Temp: _` ti 3500 .-,. s 3/4" I .I I Strength Requirement —_. PSI t3 days Slump Catmint Type 3555W 3/4" ' Mix No!No.Sacks Air Content --- Max Aggregate — F [BE(.'MESH 4dmix.Amount Brand: ___ Admix Amount —_Brand Set Testa Register I Date I Date I Total Unit Report Tested No. Days Number 1 Rec'd Itl Test Load Ates PSI No. By I '7 l 500 .-----I- 1c, .:1 I 111 1 . ':Ir. /055 ;'1=1 , is 4400 E _, 0-- 2s4 8500 i . 1 1 c.' I 1 I .4`', ,c4SC1 ..Ii . ._'-, ,.i iiu�c, .J11 -t-.','1 1 01 1 3F, ,.ir-.n ,78 •2', 47.-10 TR -- --'-- -- l - I. -- cc S D DE u.i! -I , '�.„ I ii-ild SAF EWA'r • ,TIiI'('., INC iertnerks ---- . _ . CITY OF 1 I C;AR(t ---- --------- MPR ARC HI TCC T`=, 'nfocmetion contained Wein la not to be reproduced,except in hal,without odor authorization from this office. Carlson Testing Inc. Construction Inspection & Related Ta Geotechnical Consulting 3EPORT OF"'X 12 ( :)NCRE TE-. T ESTJPECIMENS P.0 Box 2381,1 1 rgard,Oregon 97281 rest Methods: ASTM C172/C.1.231 /L39/11. 31 /( I OC.4/r; 143 Phone(503;684-3460 FAX 0 684-0954 )ate Molded 1::i (i _ , 19--- -'— Job No. —' - 'e 1`4`.' Permit No: ---_ _.— ;rent :.a l_tRL INh UE'i'ELOPMLN 1 !tL =AL) t 1-?,1,:.t:10. g N P4 5-- ____ NRin VQ-0/ 'rolect - UCARU PkOMENADE -- e2t r 4r- 60.5Y • Wdress 1- WARD OR :ontractor S U DEACON CORPORATION -Sub Contractor- :concrete Supplier: WI LSVNV ILLE (UNCIL 1 E PFUUUC Trac No. _:46 TicketNo. 1-00 +76 ;est By: -- _-- U . WH I f E-HEAL) -- --Cu.Yds. 7 Load No.1 UVE RCAt-1bl 50 47 Neather _-- _- --_ Temp.High: Temp.Low: ovationdPlacement SAFEWAY " - SL Alt ON (,NAUt-. t31 IWLt N I INF , 1 T1.) 2 AND 1 10 ft EAS I HALF Test Time: —Concrete Temp r _ Strength Requirement 3500 _ PSI 0 `-t3 Slumps •i days . /4" Cement Type 'I I D �4 ix No./No Sacks S5W Air Content - Max.Aggregate n 4dmix Amount ._ Brand: Admix 1.1±1.111I t Admix Amount —. Brand: Set testa Register Date Date Total Area Unit Report Tested No. Days Number Recd Test Load PSI No. By I 2 Heol 1 2/21 1 .' ' -0... ,40'`.i 11:4 . 14 3400 IN 28 8500 1.:.' . 1 01 / I 28 R50() I .'/..1 01 /1 I tpmgvM, . . (' DEACON CORPORATION _-- ----- - lEU_ •I vf:1.--$ . _--- IlY OF TI(,AHU Hi•Il ARCH'TEC-T�, nlormNbn contained herein Is not to be reproduced,except in hi,without prior authorization from this often. Constriction Inspection 6,Related Tests Carlson Testing;, Inc. Geotechnical Consulting MOISTURE — DENSITY RELATIONSHIP CURVE P.O. Box 23814 IIARVARD Tigard, Oregon 97281 DECEMBER 20, 1995 Phone(503)5843460 FAX (503)584-0954 95-4145 Client: STERLING DEVELOPMENT CO — JEFF RASAK g H p4c_ 03 I1. L�U PciSj Project. TIGARD PROMENADE Ot/pp( S ►T-1 ti v , Location: ON—SITE(STOCKPILE) Sample: 1 1R'-0 ROCK FROM TIGARD SAND&GRAVEL Test Methods: OSHDTM134,TM106, Sample Method: AASHTO T2 Preparation Method: MOIST Type of Comp.liammcr: CIRCULAR Compactive Effort: MANUAL Percent Passing#4 Sieve:0% Oversized Material: N/A Date Received: 12- 14 95 Date Tested: 12-18-95 Optimum Moisture: 16.2 % OSHD TM 104 1133 PCF Optimum Moisture 7 1) % OSHD TM 106 1388 PCF 115 11S 114 X113 N H con) 1) - - 110 - to, _ 12 11 14 15 16 17 11 19 MOISTURE. CONTENT (II) CC: S D DEACON CORPORATION SAFEWAY STORES INC CITY OF TIGARD MPR ARCHITECTS Information contained herein is not to be reproduced,except in full,without prior l:uthoriration. Construction Inspection& Related Tests Carlson Testing, Inc. Geotechnical Consulting P.O. Box 23814 December 19 , 1995 Tigard, Oregon 97281 ♦9 5-4 14 5 .C T I Phone(503) 684-3460 Permit No. BUP9.5 031'1/DUF95 0320 FAX(503)684-0954 - 11.1)9x-0316/j3tiPgS )ot,00 j s,rct---6aJy FIELD INSPECTION REPORT DATES COVERED: December 15 , 1995 PROJECT: Tigard Promenade - Safeway Building "H" ADDRESS : Tigard, OR INSPECTOR: S . Smith #544 ♦12- 15-95 : CTI representative visited the site this date for visual examination of welding. The following was noted: 1) Welder rebar certifications were requested for welding on 3/4" column stiffener plate to #9 rebar . 2) Two missing welds were noted on lower rebar . Due to joint geometry, these flare bevel grooves will be extremely difficult to weld. (Outside weld is complete) , detail (ST- 2) , 20 and 21 . This condition is apparent in all three columns . CTI representative contacted Norman Han, structural engineer for ANF Inc . , who stated it was permissible to delete this weld. •167,1.61x1 Our reports pertain to the material tested/inspected only. Information contained herein is not to be reproduced, except in full , without prior authorization from this office. If there are any further questions regarding this matter , please do no;. hesitate to contact this office. Respectfully submitted, C S7N ' EST I NG , NC. Y Do glas . Leach L P esident SS : eah cc : Sterling Development Co. - Jeff Rasak SD Deacon Corporation City of Tigard MPR Architects ^1 Construction inspection Er Related Tests _,arlson Testing, Inc. Geotechnical Consulting EPORTOF6X12 CONCRETE TEST SPECIMENS P.O. Box 23814 ASTM C172/C1231/C39/C31/C1064 , 1 143 Tigard,Oregon 97281 est t.lethods: -_. Phone(503)684-3460 FAX#684-0954 1 /l9 '?`, . .:. 4145 ate Molded: , 19 Joh No. - -- Permit No: --_—_—____-----_--_-- awe 'lent _ =7TERL ING DEVELOPMENT Cr I - Jt t 1 RASAK $4n..b a Jtat Petri 0�[OQ'S(T_1 SO 1 sect T I GARD PROMENADE 1 ddress I GARD OR S D DEACON CORPORATION ontractor — Sub Contractor _.__________ oncrete Supplier WILSONVILLE CONCRETE PRODUC TnrckNo 4-�_ _ _ TrcketNo _ 100913 B. O'CONNOR ast By: __—Cu.Yds. _- 6---_ - -_— Load No.l --_- reether RAINY Temp.High• 4y 46 -___ Temp.Low: _ TRASH ENCLOSURE AND TRANSFORMER PAD cation of Placement: ----- —--- — t4 : 00 e.2 Test Time: - Concrete 1 emp . ,,, trength Requirement. 3500 PSI 042 days Slump P 4 1 Cement Type 3555W '/4 " tix NoJNo Sacks — Air Content Max Aggregate dmix Amount Brand: - Admix Amount Brand: _ Set Test Register Date Date Total Area Unit Report Tested No Days Number Recd Test Load PSI No. By 7 i3479 1:'/.'1 12/2", >i2 ,858 28 .07 2960 JB 28 8479 12/.71 01 /16 15 .680 28 .37 4080 BK 28 8479 12/21 01 / 1 r. ' 1 1 , 130 28 .37 4920 BK 2H 8479 1 :' 1 01 / 1 r ' '" ,680 28 . 37 4A4 '() 8K 1 1 emarks Cc '_ -.-S 1) DEACON C ORP0RA 1 I 1 114 '..AFF WAY ft OF- . I Ni C I 1 Y OF T I C,ARF) MPR ARCHITECT`.-, 'formation Contained herein Is not to be reproduced,except in full,without pnor authorization from this office 1 ((1� Inc. Carlson Testing, nc. Cc>sstruction Inspection 6 Related Tests Geotechnical Consulting 1EPORTQFbX12 CONCRETE TEST$? CIMENS P O. Box 23814 7281 "eat Methods: AST M C172/C1231/C39/C31/C1064/C143 Tigard, Oregon Phone(503)G84-34G-346 0 FAX M 684-0954 )ate Molded. 12/19 . 19 95 Job No. 95-4145 Permit No. _ — klit ' aient: STERLING DEVELOPMENT CO - JEFF RASAK 71kpAs-Mitt itiW _`' 0.11401. 'roject: _ T I GARD PROMENADE S (T-O Pt7 — _--_- address: T I GARD OR ;ontractor S D DEACON CORPORATION ___dub Contractor: _ ;oncrete Supplier: _WILSONV ILLE CONCRETE PRODUC Truck No 42 Ticket No. 100913 :est oy. __-___._-_-- B. 0 'CONNE R Cu.Yds. 6 -- -- Load No.1 Veather RAINY . Temp.High: 4 y Temp Low: 4 6 ovation of Placement. TRASH ENCLOSURE AND TRANSFORMER PAI..) Test Tune: 8:00. Concrete Temp: 61 ..-__ .3500 28 4 1/2" ;trengtti Requirement —_.___—_____..______. — --PSI O -- days Slump — Cement Type ii555W 5 Aix No./No.Sacks Alr Content Max.Aggregate -. -_ %dmix Amount: Brand: —__ _ Admix.Amount: Brand: - Set Taste Register Date Date Total Unit Report Tested No. Days Number Rec'd Test Load Area PSI No. r3y 7 8479 12/21 1 .!/.'! . ,i. . .0 2.8 .07 2.960 .1t3 28 8479 12/21 01/1r 2}. 0479 . 12/21 O1/1r, HOLD 0479 12/:'1 1 ',marks c r . `-. ti t)EACUN C OFF".tl:(i I I !IN SAC SWAY '-.1 ORES IN( CII" or T (GARI► MPR AF,CHI TE=C:TS nformation contained herein Is not to be reproduced.except in fut without prior authorization horn this office. e,ryy�on i Construction Inspection & Related 'rests ,,ay�1 sTes ing. Inc. Geotechnical Consult;ns r r: 1 ! ONCRt. I f T SPECIMENS t. F' T F ' ' ST E� P.O. Box 23814 Tigard,Oregon 97281 est Methods: ASTM 1 1 72%1 1 ...'".-11 /l_."1!_(_'.31/( 1 Of.4_i(:'1 4 _ Phone(503)684-3460 FAX M 6840954 tate Molded: I . t -. , 19--'ill _ Job No. ')' LLL_— Permit No --''''t---71-- .' 1 „r..3--,..1 tient: -_ ._ +1 B.Li _U.L=VI_I)}'M[.:tii__ St __-I LI I. Ri AL _-- &i P4 6--O3I 1. 18 U Pq.S Q two! roiect. ERS)/_____LMEED_ ____—_-._ _ S 1 j'"et S— QC71 S— ddress TIGARD OR — ontractor. — S0 DEACON (. t f�1'(:►RA1 I ON ______ Sub Contractor: .- - --- •oncrete Supplier: WI ':ONCRE TEF I-'ROD11( Truck No 1 Ticket No 1 U09l).. est By. C3. O '(.i)NNF..R _—.- Cu.Yds. .-- / Load No I RAINY .1 leather -- -- -- — Temp.High. Temp Low "54Af-F.WW1' .>N(of' t " "(7" 1. 114 1 T(I r, AND FOOT 1N1)• t 1)I: ''.iWLWAY ocation of Placement - -- - — --- - - — -- --- - - TYF'E OF FOOT 1N POUR I. AND M F Hill f r If t 11.N(, 00 HU.DI.11.F_ Test Time: 1 ��L� Concrete Tempr, i - - - - --- - ---- :3000 l}{ 3172 ' strength Requirement P81 I days Slump Cement Type 3050W ex No/No Sacks — t Air Content --.—- Max.Aggregate i ��' .dmlx.Amount' Brand Admix Amount ._Brand: -- Set Test 0 Register Date Date Total AreaUnit Report Tested No. Days Number Rec'd Test LoadPSI No By rill IH 1 . 1" I . .. lir: ;,,,, ;9•< , ,t'. t 7 7r' 11t ,'rt H4 I r( I .' ' I ': I..I I '. I Il) .410 ;'14 . X35 4600 1:11: >s tsq 1 ii 1 . . 1'+ O1 / 1 I .' . :110 f23 .:35 41/4'40 OF., 28 wi 1 ti 1 ..'i) " I i.)1 ! 1 r, 1 ..' ..1')O 28 . :3. 1: ,.'...i f.il', l+ l . I . I 1 'emarkc ' • : U L'LACOINI. COfd'URAI ION '.,ia[1LWA'r. .:�IOkL Ilk (1 1 T 1' • OF T 1 GARD MF'R ARCHI TLCT.i, dormation contained herein 1$not to be reproduced.except in hat,without prior authorization from this onice. Construction Inspection Tests Testing, Inc. Geotechnical icalCo ing December 13 , 1995 P.O. Box 23814 ♦9 5 414 5 .C T I Tigard, Oregon 97281 Permit No. $dY Phona(503) 694-3450 FAX (503)684-0954 (13/(. FIELD INSPECTION REPORT 011Ps-./ptnc/Si,-9S _0e) DATES COVERED: December 7 & 8 , 1995 PROJECT: Tigard Promenade - Safeway Building "B" ADDRESS : Tigard, OR INSPECTOR: E. Busch/D. Vick ♦12-07-95 : CTI representative (E. Busch) , monitored placement of rebar and grout . Rebar placed in walls meets pians and specifications. Area 4 ' to 8' lift wall grid F and G line between 4 and 1 . 3rout mix truck #39 , ticket #H07609 , 7 yards poured, 6 1/2 sack, 3/8" - 0 grout. A vibrator was used to consolidate the grout. •162.1.400 •12-08-95 : CTI representative (D. Vick) , monitored placement of concrete for slab on grade 1 to 2 B to B. 7 . A 3500 psi with fiber mesh was placed. All concrete hand rod. One set of (4 ) test cylinders was made . Approximately 28 yards were poured . •409.1.100 Our reports pertain to the material tested/inspected only. Information contained herein is not to be reproduced, except in full , without prior authorization from this office . If there are any further questions regarding this matter, please do not hesitate to contact this office . Respectfully submitted, CARLSON TESTIN , INC. Douglas W. Leach President EB/DV: eah cc : Sterling Development Co. - Jeff Rasak SD Deacon Corporation City of Tigard MPR Architects CITY OF TIGARD BUILDING INSPECTION NOTICE A Ins?ection Linr (Rec-O-Phone) 639-4175 Business Phone: 639-4171 �n Inspection: 'I! Footuig Susp Ceiling Sprink. Rough-in Appr/Sdwlk FoundationUnders Mech. Rough-in Fireplace Post/Beam Struct. Plbg. Top Out Elec. Rough-in FINAL. Poo/Beam Mech. San. Sewer Gas Line -Bldg. Plbg. Unde;4Ioor Rain Drain Framing -Plumb. Alarm Water Line Insulation Mech. Underflr. Insul Shear Wall Gyp. Bd. -Elect. Date Requested: ic-//d--/ `15 Time- AM PM Address: A.5 6,6-,c., /? t cL/A t _ /f' Builder:_ Permit «:/it 1 7_5--0/94( THE FOLLOWING CORRECTIONS ARE REQUIRED: I`ns/pector 2;7j/.....7Date 1 )CAP PROVED _,DISAPPROVED APPROVED SUBJECT T ABOVE /j— ' Call For Reins!". 1 C�1 Construction Inspection h Related Tests arlson Testing, Inc. (,eotechnicalCortsultinry P O. Box 23814 December 12, 1995 Tigard, Oregon 97281 ♦9 5 -414 5 .C T I Phone`503)684-3460 FAX (503)684-0954 Permit No. - 3/ BU FIELD INSPECTION REPORT 'PgS © cl hong /x900/ 5 �r-qs-_ 00a5-- DATES ,oas_DATES COVERED: December 8 , 1995 PROJECT: Tigard Promenade - Safeway Building "A" ADDRESS : Tigard, OR INSPECTOR: S . Leach ♦12-08-95 : CTI representative inspected rebar in lift wall on lines 1-2 , F to G, 4 ' to 8 ' . Rebar was placed according to the plans and specifications . A vibrator was used to consolidate the grout . •320.1.101 Our reports pertain to the material tested/inspected only . Information contained herein is not to be reproduced, except it full , without prior authorization from this office . If there are any further questions regarding this matter, please do not hesitate to contact this office . Respectfully submitted, CARLSCN TESTING, INC . Douglas W. Leach President SI,:mm cc : Sterling Development Co. - Jeff Rasak SD Deacon Corporation City of Tigard MPR Architects Carlson Testing, Inc. Constr ur t ion Inspection � Related 7'�s ` Geotechnical Consulting I IEPORT QF_6X 12 CONCRETE TEST SPECIMENS P.O. Box 23814 ASTM C172/C1231/C39/C31/C1064/C143 Tigard,Oregon 97281 est Methods: __—__- —.. —_--_.__ Phone(503)684-3460 FAX #684-0954 12/12 95 95-4145 -- )ate Molded: ____ , 19---- Job No. ------------- Permit No ken, STERLING DEVELOPMENT CO — JEFF RASAK B44P_OztlolauPer/GL1e*.i . Lr_.11) 'alai. TIGARD PROMENADE TIGARD OR lddreSs: S D DEACON CORPORATION :ontractor: —____ _-- ---_--- .-.—_.Sub Contractor: • :dreretesupplier WILSONVILLE CONCRETE PRODUC 35 100710 -- -- Truck No. --_------_-_ Ticket No E . BUSCH 7/7 1 :est By: _____.._-- __—_ _Cu.Yds. _.— _—_.—___-__Load No. RAINY 56 49 Veather —— — — — — — - Temp.High: -- ---Temp.Low: ----- SPREAD FOOTINGS BUILDING "H" GRID LINE B . BETWEEN 2 AND 7 ocation of Placement 12:45 68 _______-_ Test Time• Concrete Temp 3000 28 3 1/2" 1 ',trength Requirement —PSI O — days Slump Cement T,-pe 3050W / IV 3/4" Air No./No Sacks Air Content - Max.Aggregate —.----. -------- ldmix.Amount Brand _ Admix.Amount: ___. ___ Brand: Set TestO Register Date r)ate Total Unit Report Tested No Days Number Rec'd Test Load Ana PSI No. By 1 7 8317 12/13 12/1') 101 , 150 28 .35 3570 JB 28 8317 12/13 01/09 138 ,520 28 .31 4890 JB 28 8317 ' 12/13 01/O`- 139.510 28 .31 4930 JB 28 8317 12/13 01/0- 1 37 .240 28 .31 4850 JB • temarks cc : S 0 DEACON CORPORATION 4r1 I WAY STORES INC CITY OF TIGARD MPR ARCHITECTS REBAR MET SPECIFICATIONS AND PLANS nformetion contained herein Is not to be reproduced,except in full,without prior authontatlon from this office. Carlson Testing, Inc. Construction Inspection & Related Tests Geotechnical Consultins r if2ORT QF 6X 12 CONCRETE r h:ST SPECIMENS — P.O. Box 23814 • Tigard,Oregon 97281 'est Methods: A.STM C172/C1231/C39/C31/C1O64/C143__. Phone(503)684-3460 FAX M 684-0954 Mie Molded: _..- /12 , 19-95__ Job No. 35-4145 . Permit No: ---_— ;tient: ____ TERL ING DEVELOPMENT Co - JEFF RASAK — BaP- calla i$_1LP1 V114_— 'noted: _ I GARD_E-$QMENADE _ - -- --- S 1 T _ ,Syi O- — — — --- �- Wdress: TIGARD OR - _- _ -- :ontractor. S DDEACON CORPORATION Sub Contractor: ;oncrete Supplier WIj.SONV I LLE CONCRETE FRODUCTruck No. 35 _ -_ Ticket No I00710 ;est By: E. B J CH - Cu.Yds. _ 7L2__.-_—___ Load No.1 Veather RAINY --- — --- Temp.High: _56 __--- ---Temp.Low. 49 ocationofPlacement: SPREAD FOOTINGS BUILDING "H" GRID LINE B . BETWEEN 2 AND 7 Test Time 1 2 4 F, 68 Temp 68 itrength Requirement 3000 —__PSI O ---ZB days Slump 3 1/2" Cement Type I Aix No/No Sacks _— 3050W / IV Air Content — Max Aggregate 3/4" ldmix.Amount _Brand. Admix.Amount: _ __Brand- Set Test( Register Date Date Total Unit Report Tested No. I nays Number Recd Test Load Ane PSI No. By I 7 8317 12/1 ; 12/19 101 . 150 28 .35 3570 JB 28 8317 12/13 01/09 28 8317 12/13 01/09 HOLD 8317 12/13. 'maks- cC__S D. DEACON_CORPORATION SAFEWAY STORES INC CITY OF TIGARD MPR ARCHITECTS REBAR MET SPECIFIcATIONS AND PLANS __ nkirmellon contained herein is not to be reproduced,except in lull,without prior authorization from this office CITY OF TIGARD BUILDING INSPECTION NOTICE Inspection Line (Rec-O-Phone): 639-4175 Business Phone: 639-4171 Inspection:P..-f-Q1(Yl_R t,\. 1 i Footing Susp. Ceiling Springy, Rough-in Appr/Sdwlk Foundationg. Underslab ` Mech. Rough-in Fireplace Post/Beam Struct. PIbg. Top Out Elec Rough-in FINAL: Post/Beam Mech. San. Sewer Gas Line -Bldg. Plhg. Underfloor Rain Drain Framing -Plum', Alarm Water Line Insulation -Mech. Uilderflr. Insul. Shear Wall Gyp Bd. -Elect. Date Requested: Jr-4. hi IGS Time: X AM PM Address /5/260C) -e-‘r:6_„r- if Builder:D)t 1 [r q.) -Id 3y Permit $1:PC-k 1119 57-0/714. THE FOLLOWING CORRECTIONS ARE REQUIRED i / 4466 41. 11 - - - - 0 \. ..,,,, j2idie,g1 Inspector.• Date 11)11 Itf APPROVED DISAPPROVED \ / �PPROVED SUBJECT TO ABOVE _ _ �A —Call For Reinsp Carlson Testing, Inc. const,„th,„ h,spection & Related Tests Geotechnrcal Consultin: -6X12 CONCRETE IEPORT Or TEST SPECIMENS P.O Box 23314 fest Methods: ASTM C172/C1231/C39/C31/C1064/C143 Tigard,Oregon 97281 Phone(503)684-3460 FAX N 684-0954 1-.,7'./1: 95 95-4145 Klio/Lei..0-0-7-44.41011P )ate Molded. , 19 Job No. Permit No: ;hent STERLING DEVELOPMENT CO - JEFF RASAK B OPTS-03)U I a'4 P15104400/ roect T I GARD PROMENADE , i T I GARD OR 1ddress: S D DEACON CORPORATION • .•-ontrector Sub Contractor oncrAte Supplier: WILSONVILLE CONCRETE PRODUCTruck No Ticket No 41 H07686 .: B. 0 'CONNOR 7 2 :s.ast By: __C J.Yds. _ Load No. OVERCAST 55 45 Neither Temp.High: _Temp.Low: "SHOP A" - CONTINUOUS FOOTING LINE C 5 .5 TO '4 LINE LINE 9 TO .ocation of Placement 8.4 1 : 30 62 -- Test Time: -Concrete Temp: _______ ......... .... 3000 28 4" -3;rengtb Requirement: PSI 0 days Slump Cement Type 3050W 3/4 Vlix No./No Sacks Air Content Max.Aggregate ‘drnix.Amount . ..BMW: __ Admix.Amount: ______ _Brand: Set Test* Register Date Date Total Unit Report Tested No. Days Number Rec'd Test Load Area PSI No. By I 7 8290 12/ 1 .: 12/18 85 ,627 28 .30 3030 .1B . .. ____ 28 8290 12/ 1 .' 01/08 115 ,290 28 .27 4080 JB 28 8290 12/12 01/08 120 ,330 28 .2/ 4260 JB 28 E2-40 . 1 .'/ 1 2 01 /0*• i I 'Y ,540 2t1 .27 4230 JB -- , — -- _ lemarks• CC.: D DEAL ON Cut:P(IRA I ION bAFEWA'r b I ORES INC ____ cITY &. Tit4Ak) MPR ARCHITECTS. _ .- ALL REBAR WAS PLACID ACCORDING TO PLANS AND SPECIFICATIONS ntormatton contained herein Is not lobs reproduced.except In full,without prior autheasseon kernels allloe. _i Carlson Testing, Inc. Construction Inspection & Related Tests Geotechnical Consulting 3EPORT OF6X12 CONCRETE TEST SPECIMENS ---- P.O. Box 23814 ASTM C172/C1231/C39/C31/C1C64/C143 Tigard, Oregon 97281 fest Methods: Phone(503)684-3460 FAX N 684-0954 )ate Molded: _ 12/11 , 19 95 — Job No. 95-4145 Permit Na ;trent. STERLING DEVELOPMENT CO - JEFF RASAK 411p9y--0-6/10/&c.i .j 10313/ ,rofert TIGARD PROMEN^DE 5irls" —o i s r _I r _ kfdresa: .T I GARD OR ;ontractor S D DEACON CORPORATION -Sub Contractor. oncrete Supplier: WILSONVILLE CONCRETE PRODUC Truck No 41_____ Ticket No. H07686 ;ast By B • 0'CONNER — _--Cu.Yds. -___7 Load N OVERCAST 55 45 /Weather Temp High: --Temp.Low "SHOP A" - CONTINUOUS FOOTING LINE C 5 .5 TO 9 LINE LINE 9 TO -ocation of Placement —- _. -------- - --- 8.4 __— _—___ Test Time. 1- 30 Concrete Temp 62 a itrength Requirement 3000 PSI A - 28 - days Stump 3 Cement Type 3050W -4/4 " Aix No./No.Sacks Alf Content _ Max Aggregate admix Amount Brand Admix Amount -_ Brand: Set Test Register Date Date Total Unit Report Tested No. Days Number Reed Test Load Ana PSI No. By I 7 8290 12/12 12/113 85 .627 8 . 30 3030 JB 28 8290 12/12 01/08 28 8290 12/12 01/0' HOLD 8290 12/12 i I . -- - -- - - - --- - 1 ; temarks Ce : S D DEACON CORPORATION SAFEWAY __STORES INC CITY OF TIGARD MPR ARCHITECTS ALL REBAR WAS PLACED ACCORDING TO PLANS AND SPECIFICATIONS n orfrtatton contained herein Is not to be reproduced.except in lull,without tenor au ithonzahon from thus office Carlson Testing, Inc Construction Inspection 6 Relote><! Vats Geotech►.....al (consulting vORT OF6X 12 CONCRETE TEST SPECIMENS P.O Box 23814 Tigard,Oregon 97281 est Methods. ASTM C172/C1231/C39/C31/C1064/C143 Phone(503)684-3460 FAX#684-0954 rate Molded-1 2/08 , 19 95 Job No. 95-4145 Permit No: --09.06* -- --- ern STERLING DEVELOPMENT CO - JEFF RASAK _ AN/ S=O'3#L./a L4039.1104100/ roect TILARD PROMENADE 5 i r9'S-- 0015/ ddreas: T I GARD OR ontractor $ U DEACON CORPORATION Sub Contractor • ;oncrete Supplier: WILSONVILLE CONCRETE PRODUC Truck No 85 Ticket No 00585 :est By D . VICIC Cu.Yds. �___ Load No' OVERCAST i4 29 feather _-- Temp High Temp.Low: "SAFEWAY" - SLAB ON GRADE 1 TO 2 , B TO B.7 matron of Placement -- — 8:00 %,. Test Time: _.___ Concrete i amp --... 3500 29 3 1/2" I Atrkngth Requirement — PSI 0 (lays Slump Cement Type 3555W t/4 " 4ix No/No Sacks - Mc Content .---.-- Max Aggregate — — FIBERMESH (dna Amount Brand: Admix Amount Brand: Set Tet 0 Register Date Date Total Report Area Unit Tested —No Days Number Rec'd Test Load J PSI — No. By 7 8275 12/11 12/1 , '00 ,3/3 28 .20 3200 .Jb 28 8275 12/11 01/05 127 ,650 28 .33 4510 JB 28 8275 12/11 01/05 118,350 28 .33 4180 JB 28 8275 12/11 01/05 i22,010 28 . 3 3 4 310 J8 cc : $ U DEACON CORPORATION '>AIEWAY STORES INC CITY OF TIGARD -- MPR ARCHITECTS 'ilorrnation contained herein is not to except be reproduced.ept In tuts,without prior authorization m Pi on frole dila. — C(�~1 Construction Inspection b Related Tests arlson Testing, Inc. Geotechnical Consulting -tIPORTQF6X12 CONCRETE TESTVECIMENS PO Box 23814 Tigard,Oregon 97281 Test Methods ASTM C172/C1231/C39/C31/C1064/C143 Phone(503)684-3460 FAX a e84-0954 late Molded - _12/0..i . 19 95 Job No. ')` 4 1 45 Permit No0111001104.- -------- :gent STERLING DEVELOPMENT CO - JEFF RASAK_ Z3 4AQr- 0)/c./4.3a/-.) 4 516V0O1SIPS rolect __ T1GARD_PRO_MENAOE Qp r.) f/ Addr,ss T I GARCI OR —__ _— S D DEACON CORPORATION "o'rtracta ----- —--- -- Sub Contractor Concrete Supplier WILSONVII..LE CONCRETE PRODUC Tn,ckNo -+5 Tick Pt No 00585 :;ast By D . V I C K Cu Yds ---- - _ Load No 2 _ OVERCAST 34 29 Neather _ ___ Temp High T ,np Low - 'SAFEWAY" - SLAB ON GRADE 1 TO 2 . 8 TO 8 . 7 _ocatrnn of Placement -- - - - 7 Test Time 00 Concrete Temp4 Strength Requirement 3500 PSI U 28 days Slump :1 1/2" Cement Type I MNo/No Sacks 3 5 5 E.)!d Air Content Max Aggregate 3/4 " Mu Arlrnix Amount b.ind F...cRMESH a,trnia Amount Brand Set Testa .+agister Date Date Total Unit Repor Tested No Days Number Reed Test Load Area PSI No By 7 8275 12/11 12/1 ' ' 0 . 373 28 20 4200 .18 • 29 8275 1.', 11 01/0' 28 8275 12/11 01 /0' HOLD 8275 12/11 inpm C C : S L DEACON t.ORVt)FlA T I TtN J4 f Wli t 1()F0 `. I Ni CITY OF IIGARD MP14 ARCHITEC Tc. Infrarnabon'rx)tainert harem is not M)be repro tired ay Pfit in loll *MN mit pr/Or nir*Mxilatinn tarn ttii4 ofhc• • Construction Inspection& Related'Tests Carlson Testing, Inc. Geotechnical Consulting P.O. Box 23814 Tigard, Oregon 97281 December 8 , 1995 Phone(503)684-3460 #9 5-414 5 FAX(503)684-0954 Permit No. P 3ujn,1-- 03tlol13u Pls./ p40pstr-acm Sterling Development Co - Jeff Rasak 3252 Holiday Ct Ste 225 La Jolla, CA 92037 Re : Tigard Promenade Tigard, OR Shop Inspection Reports Enclosed, please find shop inspection and ultrasonic reports from our associate Braun Intertec for the above referenced project covering December 7 and 8 , 1995 . Should you have questions, please contact this office. Respectfully submitted, CARLSON TESTING, INC . Do:►glas W. Leach President ecp enclosures cc : S D Deacon Corporation City of Tigard MPR Architects Safeway Stores Inc Carlson Testing, Inc. c°`�`�""°"►�Geotechnical �«� P.O. Box 23814 Tigard,Oregon 97281 December 8 , 1995 Phone ♦9 5-4 5 .C T I FAX(503)684.0954 Permit No. .0 l FIELD INSPECTION REPORT 6447'9.5-, Oj/(ol BUPOS Oyoois/ r9s- avzs,_ DATES COVERED: December 5 , 1995 PROJECT: Tigard Promenade - Safeway Building "A" ADDRESS : Tigard, OR INSPECTOR: G. Cooper ♦12- 05-95 : CTI representative inspected rebar and forms for the foundation footing in Building "A" , Grids 1 , B to C and C, 1 to 4 . Bar and forms comply with onsite drawings . Okayed for pour. ♦406.I.iw Our reports pertain to the material tested/inspected only. Information contained herein is not to be reproduced, except in full , without prior authorization from this office. If there are any further questions regarding this matter, please do not hesitate to contact this office. Respectfully submitted, CARLSON TESTING, INC. ' Douglas W. Leach President SS : , p cc : Sterling Development Co. - Jeff Rasak SD Deacon Corporation City of 'Tigard MPR Architects Construction Inspection & Related Tests Carlson Testing, Inc. Geotechnical Consulting P.U. Box 23814 December 7 , 1995 Tigard, Oregon 97281 •95-414 5 .C T I Phone(503) 684-3460 Permit No. -9 2-1 Z{-l$1. -L- FAX (503)684-0954 FIELD INSPECTION REPORT NP4S- O3/ (4,/ 8 14Por/o'/oo/s /T4s-- o e l t f DATES COVERED: December 6 , 1995 PROJECT: Tigard Promenade - Safeway Building "B" ADDRESS : Tigard, OR INSPECTOR: S . Stoner 4611 •12-06-95 : CTI representative observed contractor place by chute and pump, approximately 110 yards of Wilsonville Mix 3555W (IV) ( 3500 psi with 1/2 sack/cubic yard extra cement and hot water) in interior slab on grade sections at Safeway G-H/1 . 8-6 . 1 and E-G/2- 3 . Reinforcement placed in conformance with plans and specifications . Concrete was placed north of G line contained fibermesh. Took samples for two sets of ( 3) compressive test cylinders . The slumps were 4 1/2" , 4 3/4" and the concrete temperatures were 69° and 70° . •361.I.IIJ Our reports pertain to the material tested/inspected only . Information contained herein is not to be reproduced, except in full , without prior authorization from this office. If there are any further questi3ns regarding this; matter, please do not hesitate to contact this office . Respectfully submitted, CARLSON TESTING, NC,, / c f Douglas W. Leach President SS :eah I cc : Sterling Development Co. Jeff Rasak 1 SD Deacon Corporation City of Tigard MPR Architects i J Construction Inspection&Related Tests Carlson Testing, Inc• Geotechntcal Consulting P.O. Box 23814 December 7 , 1995 Tigard, Oregon 97281 +95-4145 .C T I Phone(503)684-3460 Permit No. / -510- - 'f4-4' FAX(503)634-0954 FIELD INSPECTION REPORT 3 4 9t'' o3iL /I3NPgS/or/oa� 5 /7-O - Qo1 y DATES COVERED: December 5 , 1995 PROJECT: Tigard Promenade - Safeway Building "B" ADDRESS : Tigard, OR INSPECTOR: D. Vick ♦12-05- 95 : CT! representative inspected reinforcing for dairy cooler slab on grade 7 . 2 to 6 G to H. All reinforcing conforms to plans and specifications . Monitored the placement of concrete for slab. A 3500 psi concrete was placed. One set of four test cylinders were made, approximately 14 yards poured. 4404 I II Our reports pertain to the material tested/inspected only. Information contained herein is not to be reproduced, except in full , without prior authorization from this office . If there are any further questions regarding this matter , please do not hesitate to contact this office. Respectfully submittei, C SO F'STING, t / D ug. as W. Leach Drdent DV:crw cc : Sterling Development Co. Jeff Rasak SD Deacon Corporation City of Tigard MPR Architects L Carlson Testing, Inc. construction Inspectint! & Related Test Geotechnical Consultin TE PORT OF6X 12 CONCRETE -- — EST SPE_CANS P.0 Box 23814 ASTM C172/C1231/C39/U.31 /C1064/C143 Tigard,Oregon 97281 lest Methods: —._—_ --_ _—_ Phone(503)684.3460 t-AX K 684-0954 12/07 9`., '-i`- 414':. 1* )ate Molded. _____ -. — , 19--_ Job No. - — Permit No: - osupr ‘.TERLING DEVELOPMENT (l.t Ii I I 1..',' .1,1. ;Bent: _. BAP-0314P3LAPIS 0104 l' IT-361/0 TIGARD PROMENADE 'roject T DAR() OR lddress - S D DEACON CORPORA 1ION :ontrac.tor --__ —_ —.._ Sub Contractor WILSONVILLE CONCRETE PRODUC 41 100t,.;ti ;oncrote Supplier .._.�_�—__—_.—_ _ Truck No - Ticket No E BUSCH e:6/100 4 ;est By —_..— — ----— --- Cu.Yds. -. Load No. - OVERCAST 4' 40 Neather -----__-__-- _-.-. Temp High. ._ - Temp Low �,L AE3 ON GRADE ( GRID 3 10 2 & E 10 A ) ( GRID 2 TO 1 & A 10 H ) .ocation of Placement - (( GP!1D 1- H TO 00 ) H:00 Test Time _ Concrete Temp 3500 .'?1 4 1 /, " I itrength Requirement .. __ -_ PSI 0 days Slurtp Cement Type MIX IV 4i4 " Aix No./No Sacks - Air Content Max.Aggregate I I RI PMC`-.H 1dmix Amo int F3rand Admix Amount Brand Set Test 0 Register Dotn I Date Total Area Unit Report Tested No. Days Number Rec'd t Test Load PSI No. By I % ►i1' -►'-/ 1 ,'/01./ 1111 , r' , r1', ,,, ,.4 i,'T, 1 HIM) 111 ,'Fl III '1'I I ..'/usi 01 /0,; I 'r , ,.1, . r, .1 .. ' 4. ,'0 I1 , .'H ?11.4''1 1 .', uti 01 .. • .Fr 1 , . 111 ,'}i ?HI'r'1 1 .'/0# 01 %V ,.1 II' is - 4r. 10 10 4 I 1 (i ,r !,i tiIJ I I '-'I (,l . , . r,l t Wilt • . tttlkt INt lemark'. I. T T'.' .-.r T Trif"i •f 11 ,,I•'I III 11 t 1 '. ntnnrWUnn contained herein is not to he unanchored,except in tuH,without prior authorization from ex;r.;tice �arIso . Testin , Inc. Construction Inspection &Related Tat. g Geotechnical Consulting 6X12 CONCRETE ( FORTQFTESTS(ECIMt-NS P.O. Box 23814 ASTM C172/C1231/C39/C31/C1064/C143 Tigard,Oregon 97281 est Methods: Phone(503)684.3460 12/07 95 95-4145 FAX M 684-0954 atu Molded - , 19 .. Job No. . Permit Nu 90;20 STERLING DEVELOPMENT CO — JFFF RASAK Uent ______ 7 ‘41.),11S-- o31(o IBNPSIS- 0400 roiect TIGARD PROMENADE S it_ 5`00 TIGARD OR ddress __ S D DEACON CORPORATION ontractor ___.__... — .Sub Contractor: WILSONVILLE CONCRETE PRODUC 41 100538 oncrete Supplier __ _ Truck No Ticket No E BUSCH 28/100 4 ast By __ Cu Yds Load No OVERCAST 49 40 leather Temp.High Temp low __ —__ SLAB ON GRADE ( GRID 3 TO 2 & E TO A ) ( GRID 2 TO 1 & A TO H ) xatton of Placement ( GRID I—H TO 00 ) Test Time 8:00 Concrete Temp 72 trength Requirement 3500 PSI 0 28 nays Slump 1 /'- Cement'ype I Nu No/No Sacks MIX I V Air Content Max Aggregate 3/4 '___ dmtx Amount Brand F I BE RME SH Admix.Amount __.Brand: Set Testa Register I Date Date Total I Unit Report Tested No Days Number : Rec'd lest Load } Area PSI No By I 7 8199 ' 12/08 12/14 F. ,014 28 .31 3000 JB 28 8199 12/08 01/04 28 8199 12/08 01/04 HOLD 8199 12/08 . i . emnrk.. c r : 5 D DE.A(.ON I.ORI't IIIA 1 It IN `:,AF T.WA r '. I i)RI-.`-, 1 Ni. CITY OF TIGARCI MPR ARt.I I I 1 Et T' 'formation contained herein is not In Ire unpin Iuced,except in full.without pilot aiittlnri?iltirin from ttir,(mit n Carl son Testing, Inc I . Construction 1, Byer tion & Related Tests Cntechnical Consulhn iEPORTc)F6X12 CONCRETE - IESTSPECIMENS P.O. Box 23814 ASTM C172/C1231/C39/C31/C1064/C143 Tigard,Oregon 97281 rest Methods: Phone(503)684-3460 FAX N 684-0954 )ate Molded: 12/07 _ 19 95 Job No. `>•5- 4145 Permit No STERLING DEVELOPMENT CO — JEFF RASAK P4 I 1 01 ;kept . .._ _._---- H h �!S—O 3 f tv 8 U P9S 0 10 'rr�era TIGARD PROMENADE 5 i T—, SVD lddress TIGARD OR S D DEACON CORPORATION ;ontractor ___—_______________ ... Sub Contractor: ;oncrete Supplier WIL S ONVILLE CONCRETE PRODUC Truck No 37 Ticket No. H07572 ;est By E BUSCH Cu.Yds 56/100 Load Nob \feather OVERCAST Temp High 49 Temp Low 40 SLAB ON GRADE ( GRID 2 TO 1 t A TO H ) ( GRID 3 TO 2 & E TO A ) ocation of Placement: ( GRID I—H TO 00 ) Test lune I U 74 10 Concrete Temp 3500 28 4 1 /2" 1 strength Requirement PSI U days Slump Cement Type MIX IV 3/4 " Aix No./No.Sacks Air Content Max.Aggregate 1dmix Amount BrandF. I BE RME 511 Admix Amount Brand Set Test Q1 Register I Date Date I Total Unit Report Tested No Days Number I Recd I Test I n td i Area PSI No By II 7 8198 12/08 1:714 , of f.'8 - +1 ' 2590 JEt 28 ) 8198 12/0801/04 28 I 8198 ' 12/08 . 01 /04 HOLD 8198 12/08 tpm.o• cr : 5 U UE.A(. ON CUki'UkAI I(IN '.41 E Wnr ',11Ikl ', INS. CITY OF TIGARII MPP ARCHIIEC I`. Lnferrnahnn coremood herein Is not to be,°produced.r•+rept on full,without pint arittu0',;i0.rn tram flit'office � Carlson Testing, Inc. Construction Inspection & Related Tests Geotechnical Consulting REPORT OF6h l 2 CONCRETE. TEST SPECIMENS P.O. Box 23814 ASTM Cl.72/C1231/C39/C31 /C1064/C143 Tigard,°rev 3n 97281 Test Methods: __ _ _ —__—_—___—_____—__—____— Phone(503)684-3460 FAX 4 664-0954 Date Molded 1• /O 7 — — - 19 9 - Job No. b--414c... Permit No: -- 1I I i it,1,, DE:VELOPME.NI CO - it FF RA' Ak --›_ Tient `BN! 03Jlol $U11'9SI0 '-{OVl S1T-ac-O ProjectI 1 LAkl.T I-'kOME NADE. TIVARO OR Address' -- --- 5 D DEACON COkPORA1ION Contractor —_ ___.--_ -- . - _ -- _.—_--.Sub Contractor: w1LSONVILLE CONCRETE PRODUC 37 H07572 Concrete Supp4er — —Truck No. _ —_ Ticket No. _—.. _ I BUSCH 56/10U __L��t3 Cast By — —Cu.Yds. ---..__—__-- OVEkCA60 4' 40 Weather _. ---_.-- Temp Hlyh. --_ .-Tamp.Low: SLAB ON GRADE ( GRID 2 TO I & A TO H ) ( GRID :3 TO 2 & E TO A ) Location of Placement —-------- ------ ----------- . ( LIR II) I -II 11.i OU ) 10: 10 74 Test Time. __.—__ Concrete Temp __ _._ .550O .•►i 4 1/2" T Strength Requirement PSI 0 days Slump _.__-__ Cement Type MI 0. IV Mix No./No Sacks - - Air Content --------- Max Aggregate I I I?F RMF`,H Admix Amount Brand Admix.Amount Brand Set Testa) Register Date Date Total AreaUnit Report Tested No. Days Number Recd Test LoadPSI No By I I HHI 'r►i I U►c 1 . I , <r,r. .'Lt . i1 . `,.r() IN >s ►tl •011 j I ,'/ Ws Ul .Q•4 r. , liV .•.14 .,�/ iH1l) Ifi ,-'►t ti l'rH ! 1 . /0H 01 /0,4 ,If, ,c,c-,U ►t ./_ 7 j 1H40 I N 1 at N 1 'ais I .',0%4 1 U I /U,+ I .1 .in it 1 1,'N. , i 40I,l) IN I I Remar► 1> 1,1 ,,I IIN I III•'I , II . I 1IIN '.r.1 I ..i, • , IIII'I I1it t I I r rl1 I 1k u'J•1 , MIT (INI 11 1 I t t I Information contained herein Is not to he reproduced.except in full,wutt out poor authontatron from this office t Carlson Testing, Inc. Construction Inspection 6 Related Tests Geotechnical Consultins IEPORT OF6X 12 CONCRETETEST SPECIMENS — — - P.O.Box 23814 Tigard,Oregon 97281 est Methods: ASTM C172/C1231/S:1iy/C 1/C1064/C143 Phone(503)884.3460 FAX #634-0954 late Molded _l.:/G6_ _ , 19-'tJob No. ':05--414*....� Perlin! N,, '`�� } ge V146" tient ._ 11.I1L-1NU__12LVLLOPME:NT i 0_ _-_._.IEEE_E Ak_- 814Pqs- 01)(,1/3 4P4s-/G400/ 'rolect .__1� . Pfi4MENA1) .ddress IIGAkL) OR 5 ,r9S- oo)l..' Y_. oniractnr __5 D DEACON CORPORA T 1 CON Sub Contractor ;oncrete:uppher WI I. ,CINVILLE CONCRETE F'kODUC_TruckNo `-'j/`-'-I_.. T1ckSINo. - 100475 :astBy __ 5_ STONER-- Cu Yds 110+- Load No30•5-82 OVEkCA'-1 4'i 0 leather _ Temp High Temp.Low _._i_4 _____ ricatiorlolPlacement ,AEEWN'r `-BL.Abb ON (,kAL>E: 'A t. T ION Al 6-H/l .H-6 . 1 AND E. -G/1-a _ -- Test Time ►1 ' <`' 1 ' `• '() Concrete Temp' r' l(' .trength Requirement PSI ® days Slump Cement Type 4 I4 " i-� c r' , 4 1 .� tix NoJNo.Sacks Air Content Max Aggregate II. Hi 14 I I II I I 14 I li � I I l 1 IN :.E 1 1 dmix Amount: _1_ .'k Brand Admix.Amount Ora Set Test CP Register I Dale Date Total I Unit I Report Tested No. Days Number { Rec'd Test Load 1Area PSI No By I 1 141 .4x• I , iV►i I . • l , I •i'-' ,'. '.0 ..:H . 11 4H0 Ill , H ►,I "i I ,"/OHO 1 , I 4'-4 •H I ti t‘'h A'9'ill 114 ,j4 ►<1 fr, I ,', OI1 OI , ; ; 1 I 1 141 , el JR 11 1 1 ; I . , •1. I I , 1; , I 1i,1 114 . :, r, I • • , . .Iiiii() III . r , I Hi. . 4f1•rr, It, . i em:u •. . I.t I i1 1 41 I IN I I lid il•'ir I I I If I :i it i, 14 I 1 , I Ltl''E. : 1 NI. I I 1 I .1 . 1.1 til'I•' i+hl Iii I ; i I 'formation cont-ined herein is not to he reproduced,except in hull,without prior authorization from this office Carlson Testing, Inc. Construction inspection f, Related Tests Geotechnical Consulting SPORT OF( X 1.: t..ONCRE TE TEST SP�CIME N$ P.O. Box 23814 Tigard,Oregon 97281 est Methods: A5 EM_S:L?!/C123-/O39/C.; 1/C106,4/C143 Phone(503)684-3460 FAX N 684-0954 ate Molded. 12/06 , 19- .9'-' Job No. 95-4145 _ Permit No: Krs''a_' N erblm hent ti1-t PL ING QL VEI_UPly&N1 i i.I .1L-FF RASAK 34n v roped 11ltAkL) F'I.ur'1LNAPL_ - !, (7y1- . oc ddress 11 LARD OI1 D DEACON CORPORATION ontractor _._- ---- --Sub Contractor: —_-_-- oncrete Supplier WILSONVIL1 E CONCRETE PROPUC Truck No. 53/53 _Ticket No. 100475 - - — H07529 ast By' ._ S.-S TONER----- -- Cu.Yds. 1 101 - Load No30.5_8 2 c1V .-rI RC 4940 teattin. —_- — --- Temp High. -. _._-Tamp Low: -- icatrcxiof l'larement. SAFEWAY SLABON GRADE SECTION AI G-H/I .f4--6 . 1 AND E-G/2-3 - _Test T me:N' .4`',' ) • . ''L) Concrete Temp f'..4 7 t! kl trength Requirement 3500 PSI• ` . days Slump 4 1/2': Cement Type n s/4 r fix No./No Sacks =35y - ---- Air Content -____-__ Max Aggregate 3/4 dmix Amount ) / . r' Brand:C E MI.N I Admix.Amount 1 if')l W!;Il I _..Brant].I E3E R l N 5L I Set Test• Itogister Date Date Total AreaUnit Report Tested No Days Number Recd Tnct LoadPSI No. By I Hi .ii. 12/OH l . ', oi ,'ir IE3 :1.11 H) '4t, 12/0►.' 01 ,'H >41'.01, 1//ON 01 /.. r , / m1.'-►/ 1...'/Oft I.:'/1 >c :1 1/ 11i IF? , •►, H1'ft ' 1 ,'/OH 01 .70 . >. I . , , I . 'OH (11 nrn;nF• ' . , I' Iri iii , ili , ' 'I',I. I_iI.it11'!11 .it LI). i1 . I 'JI '1.. .. 111x. ' 1 r r , IF 1 I ' ,irl 'Ir Hi ill i11IfII 1 'formation conLvnnd hal in is not to he repiotuced,except in full,without prior authorization from!his office Construction Inspection 6.Related Tests Carlson Testing, Inc. Geotechnical Consulting P.O. Box 23814 Tigard,Oregon 97281 Phone(503)684-3460 December 6, 1995 FAX(503)684-0954 #95-4145 Permit No. Sap.'s_e-4 IL/ at,P4r• /0q ,o f ciT9 - UV 1'/ Sterling Development Co - Jeff Rasak 3252 Holiday Ct Ste 225 La Jolla , CA 92037 Re : Tigard Promenade Tigard, OR Shop Inspection Peports Enclosed, please find shop inspection reports from our associate Braun Intertec for the above referenced project covering November 30 and December 1 , 4 and 5 , 1995 . Should you have questions , please contact this office . Respectfully submitted, C LSON TESTI 4 INC . 11] /. D gi W. Leach P esident L/ ecp enclosures cc : S D Deacon Corporation City of Tigard MPR Architects Safeway St- res Inc i BRAUN INTERTEC '~ DAILY OBSERVATION REPORT Project 0: 14/_.0Y 9:1-77— to -_ Report #. -- Location• _ ..)_ m1C—_ — Date: _. _____/XTC Sia - — '-gular Overtime Personnel ClassificationHours Hours g• ' .III.a _____f_digr: --I r_________ 1 ____ i _ _ Areas and work performed this day' i1 LlACe.LC tWt- / 4(.4.112:01-5.,- t ,ca A- oh.. __- c�LsLU "t -.•' _ *4._ ledrit ...th.fidd_ laev za _r_._ 7 4,/ottA.je/ co.,.,14-...,ize see_ ^---CI—J2Ce----Y—L-4 4-46-sn-e--- a--1a4- fialled7____ ____._51‘,_____ ... . a/44 47.36t.2 -(_____I/Le....„_____,402„.(42/re_44,622://7___Z __&0_42 4/201.1141AS 4Lce_[ld — — 414 14L00--411.e. _weal __de. - Of . k_a_Z A /iT..:4-------- &_ -_ . 'ct- _1bL_ 4 euzu,, L• li 4' L c F��- - c eyc f,.../ 4i,& dtr t- --Ae-- Cay.-..Y r -fin vre. ,,21 fer rt1 `rte /� t:fsr /1 �� , ( / , - Weather. k2 Performed By .- 422.1 ‘..,f_. - Subm'tted To4e �. F- DA LY i ( 13J.r trsoc,;4 7. ' f4PC 7:0 ons 1 -r vv.: zl'zr►jl pril►A4 WU 711 O.I.34;-G -i1(1 1 u, 1 SHOP OBSERVATION LOG BRAUN' `HGJECT NUMBER L3f/C4L -' - Le ,r, INTERTEC )ATE ./ -59/ ).-717____----- — r . n 3Y - //1J--C/2 ,',1:-,F / Or / , del e Mars HM4tr SII D�rl n ios_ I .I I BRLIirq➢ _ . .,�_... CQ�21tnil_ _. _ _- � n Li Q.y u' L 3s� _LSO ) ,arrIC .Z w 36rf -Si'rfi . = /4/4 /red J r is l� tiff / / 1 7C I ipi , 4,433.Q WM ' '') _ i — _ /7.5,2 rir /4 l i4) _ 1230K ;s ?Xf . y/0.5 Jr wiplo._ • FYI_ ___If's — ,....5... - ,_tIIF:/e_____Lyz , IfY 1-7 /Pr— JC. IIA) 3Q i� Jr lc/kJ__ 3?.. 15 416 ___,kti_ '-- . 4 /et , SC - /qua .14:./c2_ 1 ` e' ,5l r" �l n' de" - y1 > .2.r 2 _ l z.. 7skY , Xi . ' r S' AI,y) ieli ----- (7-(--k----- i Q '1 trt;c 7G4 Gni 1 'I 1Y4 'a1' 1N1 Nfld4`i V1? ! , E. :1.: ::3, I I is? IN. r. I, , "mg I et, 1 WILLIAM M. KRONMILLER & CO., INC. • ti '.? Devi Encs• Fatrncacon • Bnctvn 411 Albert Scrrrr _i .0011111111.1111111 ' ' v Billings. Montana 59W1 ;14 m INKtIN1111tiitA.tU .. •• X1a04)Z56.31 i 111?‘ 0 t er\\ 91 .,.•. _— '1 Liar, •; �LNW �,•. , y n• �( ' r,.Ar �-�{'j?I�' -gm OF v - I A M W M (IAc -*Akio `- ---- i tw him s questleft. a cam'hi re hot(below). trdlTt.n you eid nat putty,tai of the 0.9•4 of / 1 NAM5 NAM[ OCifiC-°... .01 .-- ISVS./Cv� 4 67 1 I.00Pa SC-ISow vWI- . ••ttATlp►. / Jo tkr ___Lil-tKIr______ g_ ilte __ tsssN(' - :- _FAX Irransn,IssIaw AEMMK& Joh - ' ft(JAOE►.At/ 4 O Com-' . --1,3 LA-It- I hug t-, 1 voSPEt_c 0.- tdo k` *e tAA re) k- g 6^--r k ,,.X ►--- 17) u SE' 1; bilri t b 4- uE_ 00I EN-v-ki VvfoL6 t *-) L?Cuc-14-• ; r- tx.„Ji- 3fit,, ,. i w oc.7t c A....., u.g. i 134 ft,x14 4C.t'13.-' ) AliTin r - .;(....) u vrti w..1 _ i gi .....0 pe)etv--9r7. 0.e.,4- cepv.J.r,IA) 04"t...-1 90c4x,it- Ler- v1/447 \ii-vvo,_t) Arlet-p titt5Co - -'t..vttA-C- V) Cab () ft c1,4 *OTu4 v.P11 'i ,i 1,,A; 70 QM I TM TY: . :a 'l 1,-- ; III c 41; ', ', I11 i BRAUN' INTERT.EC DAILY OBSERVATION REPORT Project 13, JG ---2 / (c _ Report s: -- . -- Location: (1.2/flit — . Date: /-1//#42...r. -- - Regular Overtime Personnel Classification Hours. Hours I, eA1 : _____ _ _ _-,____ _ . Areas and work performed this day: ../Aie d / ' _Lw___!___ 4- 11.f;+rs iK a,.i`l _17-"11 Oe°4— >__4st .e...e .te,i s/iQ__ es,o1A2______aelAk_tdidezz__ ___c-4ZZC____ • Weather. .-A _ _ __--_ _- Performed By: _____Xfe SuLmitted To: _ /97. _ -A_.________ F: DAILY 1 eix,,l ./ rAoir r:', '.4 ME 7S9 90i I ON XY3 i 31831N I NAM Nd til 3(11 5h-9 -AO U SHOP OBSERVATION LOG BRAUN DROJECT NUMBER tilt x f'— 4 _ 1 NTE RTEC DATE _J 1-- 9 r ------ '`3 PA(J1 / OF I li f4 Ci c9b:14_4•y- __ .._T- le ' 64 - Piece Mark He r/MJt,r1eI _ im nsiorJ Viaukl .1811 Boltino tAW _ Conwnenrs (1 73 lk)(K JS _ 5 ",I /i1 - b - - - _--_ I ____i - -,_— - -- — a -- — -- .. — _--- I ._. 4--- — - . - - r— __ -........— ...— •----- Pi 'd ttc- 759 Mt I 'ON XVd )3133INI OH lid til EU 56-5 -AO BRAUN` INTERTEC DAILY OBSERVATION REPORT Project # 844-_/ 9`I , t Report#: Location: u! .- _ Oate: _/ Regular Overtime Personnel Classification Hours Hours h - i Areas and work performed this day; 2e2 ^ A — �LntG .4/7�%w 6°'*( &gam rft,.,r.e,L _ . 1 ... ,;ftv___L - - _t _4 mss/ _ -a Af4r- r cl' 4.4'.-/ z? P '/ 4 �e9Y_ _--.1,..4.0 SFF+.[ IParS v42 le ie•Pe4 ..D }!p i4J.,M. It! ) apes- /[Ye ;;` f-_ 1‘,.yu 101��_. tom-/ ,.Q _fr / ,fir ', _'t..�- ��bled, cc/ itL) Tics / . ehale ' fo( _ .tel rx G4h'/4 i4a St p ew e___ __ eolu .0 ill. _ 11,44.12,t23 a gempe c //,(3-/ g L44_1;,-,_4414:7,Z4 _ 11 - :2 -C __3 .f_l_i_/ odi&slivtd o _J"" _,il-1- VVeether _621.4)y___' . Performed Ry like ----- Submitted To. /_ tl5 — F. DAILY 1 e0.11/Soµ} I 14/ 5 'd ti66E l59 'Kt I UN J31HIN i NAM Yid II :b 3111 56-5 -)3Q I SHOP OBSERVATION LOG BR AU N 'ROJECT NUMBER MX fs- _ I NTE RTEC DATE _/1 .-4/– pc - PAGE _ LP PIacl Mark-_ ^ _ Heat, Dim Ifltg.L ViaualWN&ldt ,___1121.01p for CQfnr^ti r 0,i /AAs __ ✓/YI D S - •7 de I/ 133--/y w;v36 e- V-5 _ 1m' - - --- S _ Ai, 10 fli {_k.:3 0. '2 i 1- .4 7.f y?a' , -- , ,yilit._ ;?4 ,-- -– 1fI . —____ — —— 1 -- --- - - -------- -L— — - r— .___,7----.. ,.........../...."7.77 4.--- 4 ••••, t —~ ..e.,,,,,,,..7„...—...„....."„,„„7. 4 _I . rte. �� -_ �-.y ... I _I .--=1=7-r...r,--------- , 9 'd 66h:_ :59 99 f 'ON X d )3L33i111 OH Wd 1 :6 3111 56-5 -HO BRAUN' ! Ni ERTEC DAILY OBSERVATION REPORT cX �y6 Report Project#: .T - -� Location: (-G/ -- Date• s"�S- Regular Overtime Personnel Classification Hours Hours kJ Areas and work performed this day: A146.-.1 k#i ' ' 11 ley- AZ1 P‘Pbzi Si Ail /460f,/ Fidlype.,v,S20-At,-1/ eve/Zs �N )1iirx,0 dil‘at,,a te2 )1(4, AeAf r/ig& Gie4 /�lrl Z#:a 4„.e,/-4h,,, 4/1 carni . A. . � r 4/ �►f-j, < Azar Sc.. r/ife Weather. •� Performed By: _ ��• .r__— ___ Submitted Tu, CSG 4 f -✓4 F: DAILY 1 A WE Z59 90 1 ON xvd H1131N1 NnvaB Rd 60:6 3n1 56-5 -)3a . PROJECT NUMBER Y SHOP OBSERVATION LOG BRAUN' I N T E R T E C�i X f(---- �'� DATE — BY �'� PAGE / OF 1_.- ____Evay_LL Milt K;Maj ial Dimensicni Vanua Welds 1n0 _ +e'r CQmm.nts /Oh 3 it) ,01/f�!1C. _ -- - zip= " Arg ka _ ] - / , `/, ----4 —._ -- ,1 -4 e. -- — — —. —_._ --_ } —• i - .--, - --.-- If- a _ _: 1 E 'd fif6E l59 90fi I 'ON XY3 )3A3IN I N11Y38 Ind 011 3nj 56-5 -AO f L••• �mem..1P"_14 *Y I4-• I 7 i -7 ,I .i i I-9 /1/ �,, PC .a I +�♦ p 3 �' 4. q FW. ' 1111 ,I `' r ///� S P '�6 i�. y -r77 , it,V 11 x• • _- � ♦ • �i II 3 i3 . vTS ' It 1 11 ' .. I lYV :, </T'rP ISNOP NOTE , -- - - a . FIELD LOCATE �' GLIJ-WA SADDLE I ( SNIP LOOSE 7 •NQ N.$ EB AR `/`�„_ � • CNTR'D ON COL COL i IP cr'I —N V115 r I Inj Yr' ' �'rV• T J.FO ----T- EL 9,- --iI 0 . ^ g it 4� \ -SM•\.1. ..I i ! u X034 7 N, i-',-1.',3)MN ';' ..• 1 5c1 /?.0i0--- .- 95- . Vitub'� 3.:\L-S. / // ` 1) qo0 4fi6E ZS9 904 1 'ON XYd )8,1881NI N'1d88 it 1I :fi 301 56-5 -pH ' Construction Inspection & Relaird Tests Carlson Testing, Inc. Geotechnical Consulting 1 PONT OF6X 12 CONCRETE TEST SPECIMEN$ P.0 Box 23814 rd, Oregon 97281 -est Methods: ASTM C172/C1231/C39/C31/C1064/C143 P one(503)C,84-3460 FAX it 6134-0954 'rale Molded: - 12/05 , 19 95 Job No. 95-4145 Permit No: _ __ _ __ reaflir hent: STERLING DEVELOPMENT CO - JEFF RASAK 3iie -123/(e/314Pms/QlmO j 'roiect. - T I GARD PROMENADE 5 i rq s=_02.1-- m re$s T I GARD OR — — _ -- or tractor: 5 D DEACON CORPORATION Sub Contractor 'accrete Supplier: WILSONVILLE CONCRETE PRODUC Truck No. 48 Ticket No H07486 ;est By. G G. COOPER Cu.Yds. ---�__-- -- Law No 1— Veather OVERCAST48High: 48 37 -- _.-Temp.Low: FOUNDATION FOOTING GRID 1 , B TO C : I , 1 ri) 4 ocation of Placement --- — BUILDINU "A" lest Time 3: 15 Concrete Temp: 60 ;trength Reg(irerront QOO PSI O - 28 days Slump 3„ — Cement Type Aix No/No.Sacks QO Air Content _ Max.Aggregate i 4 %donut.Amount: ©rand: _ Admix Amount: —Brand: Set Test° Register I Date Date Total Unit R ` Tested No. Days Number Rec'd Test _ Load Area PSI No. By 1 7 8262 12/ 1 1 12/12 67 , 13/ 28 .31 2370 JEt 28 8262 12/11 01/02 114 ,000 28 .28 4030 58 28 8262 12/11 01/02 106 ,880 28 .28 3780 58 Ha- _ --.., - i tsmarks• Ccs S D UE Ac_QNC QRF'QrAI IAN. .-__--_- _ --____A1-1449.1— _IS)RE6 INC CITY OF TIGARD '-- --- .MPR ARCHITECT S . --- - --- - nformatIon contained herein Is not to be reproduced,except in full,without prior authorization from this of ce. r-y Colstruetum Inspection & Relnled Tests .iarlson Testing, Inc. Geotechnical C ed .ng IEPURT OF6X 1 CUNCRE. 1 I_ TEST SPECIMENS P.O. Box 23814 T1gard,Oregon 97291 est Methods. ASTM (,172/C 12'31/CI3'L!C 31/I. 101.4. ' l'I + —_—.__-- Phone(503)684-3460 FAX 0 684-0954 Molded 1;:./0!.. , 19 .r' ._ Job No. ' rl 1'I = Permit No./1~11- late / f, tient _iI:LRI.IN( DEVLLUPMENI (_ta lEf. 1 1.<i7Ai': d14P15.-03iI./fauPAsioime/Sr19 J roiect 1 IGARD PRUME.NAUE - 0 001 c ddress _- !I GARD OR oniractor _ S E) DEACON I'.ORPORIiT ION Sub Contractor. __- ---- ---.--- - ------- - — :oncrete ,opptier W I LSONVILLE CONCRETE PRUDUC. Truck No. 4i3Ticket No H07486 •ast By Ci. C(lU{''EL' Cu.Yds. _-' Load No t OVERCAST3' th feaer Tamp.High Temp 1 ow -OUNDAI .ION I-001 .1 Ni i GPI() 1 , t- In ' : I I " •1 ocation of Placemnnr —.—_— "BUILDING A" Test Time: I Concrete Temp: -- 5000 PSI•I — - days.`,It mp —Cement Type — — arength Beguilement: -- - 3000 "4 Aix N)/No Sacks Air Content Max Aggregate admix Amount Brand: A(IfT1'x Arnoimt -_Brand: Set TestO Register Date Oslo Total Area Unit Report Tested No Days Number Recd Test Load PSI No. By I 'u:' 1;7 1 1 I 1 . ' 1 . 1 t; A•H . 1 .'.47O lb 'ti ti;!r-„' t._'/1 1 01 ' . 2R i3:r:,.,' 12/ I 1 01 /0• .... ---- -- --- i I II I ' r II'I iii.-i',.I I ' n4 '•Ill E LJ(_t i • I 'i'I ' • 11,11,. I I I I '.i il-'I ill't: i'11-:i Ill I t I I ` formation contained herein Is not to be reproduced,except In KAI,without prior authorization from this otlice. r ' Carlson Crms!ncctu�n Inspection 6.Qtlatcd Tcsts �Qn Testing, ane. Geotechnical Consulting SPORT OF6X 12 CONCRETE TEST SPECIMENS P.O. Box 238'4 Tigard,Oregon 97281 ' 'est Methods. ASTM C172/C12311C39/C31/C1064/C 143 Phone(503)684-3460 FAX N 684-0954 )ate Molded: __ 12/55 , 19 95 - Job No. 35-4145 Permit No: 0 6 Giant. __ STERLING DEVELOPMENT CO - JEFF RASAK $Mpep s--oi,c./j3u(-" ?.5-4,WO/ .roped - TI CARD PROMENADE ,ddres TIGARD OR S f r f s--00 31/ :ontractor S D DEACON CORPORATION - Sub Contractor: - • oncreteSupplier WILSONVILLE CONCRETE PRODUC Truck No, 50 Ticket No. 00406 :est By D. V I CK _._ Cu.Yds. / --- Load No.l Veathe; -- OVERCAST _—_- . Temp High 4 —_. .Temp.Low: 37 — ovation of Placement: DAIRY COOLER - SLAB ON GRADE 7 .2 T O 6 , t., i u H — Test Time 1{ ' 4�' Concrete temp: . 3500 Rrength Requirement PSI 0 }; days Slump T Cement Type AiAir Content Max Aggregate i 4 x No/No Sacks - - - ----- _ ---- - - --- .� vdriix Amount Brand _ Admix.Amount _Brand: ___ _ __ _- Set Tcste ' Register Dab Date Total UnitReport 1 Tested N . f)ays Number Recd Test load Area PSI No. By i 7 8142 12/07 12/12 137 ,011 28 .31 30/0 JB 28 8142 12/07 01/02 126 ,260 28 .29 4460 38 28 8142 12/07 01 /02 129 ,620 28 .29 4580 38 28 8142 12/07 01 /02 ' .'6 ,460 28 .29 4470 38 -- -- - --- --- 1 - —._ - - remarks c c_— _ LIALfl4UN_VEPQRA I ION --- SAF EWA1 :TURES JAL_ -.- CITY OF TIGARD MPR ARCHITECT S - - ---- -- -- — donnetion contained herein Is not to be reproduced.incept in tut,without prig authorization from this office. l e'1t Construction Inspection 6 Relnted Tests _Jarlson resting, Inc. Geotechn:.:cl Consu/ is IEPORT OF6X 12 C ON" .kE TE TEST SPECIMENS P.O. Box 23814 ASTM ( 1 72/C1.231 /(_39/C 31 '( 1U(:.4/(. 14 i hone, 03)Oregon8 -3461 est Methods: Phone(503)694-3460 FAX 0 684-0954 ate Molded 1..:V0€.'. , 19 r Job No. r'' �I 1popl =1 ' --- Permit No: — — -,1LltL 1Nf, OEVELOPMEN I CO it'.I-1 kA':,.'.I Ate.? � 9A-/nVogl_ ei d Il 1St ropedT I GARD PROMENADE — -- ---- 5 J TTS-00 )y OP uitress _ IIGARC) U [)EACUN (.uPPO[:A I 1 UN ontractor• -----------Sub Contractor: --------- oncrete Supplier W U L SONV I L LE CONCHS. II. 1'ROAUC Truck No `,< _Ticket No. 0040b est By U. VI C k _Cu.Yds. / Load Not OVEFtCAS 1 48 37 /saltier —.— Temp High: Temp.Low: [AMY COOLER -• 91.-AH DN BRADS 7 .2 Tu 6 , (, T1) H ocation of Placement: U: 45 75 Test Time: .Concrete Temp: .lrength Reg,iirement P`:1 4. r'iys Slump Cement Type 1 ' tx No/No Sacks An Content Max Aggregate .dmix Amount Brand _ Admix.Amount —Brand: Set Testa Register Date Date TotalArea Unit Report Tested No Days Number Recd Test Load PSI No. By I 7 A14/ 1.- - Lid 1211? i3/ ,011 ::1 3O'0 I JN 28 ii 14 2 1:'; '. . C 1 '0.' I HOLD 8142 12 /L,.' — --- -- --- -- — ---— -------- 'marks ,'( . ' I . ' '1.11' ISI.' L ''1 ' ' Il•1 . I I "iI -.,61- ' .rt.)1.A. . iNt 1. 1 i -, ()1 r 1..,(0 .i ' MI'I; ,.tl:, lit if 1 I 'formation contented herein Is not to be reproduced,except in full,without prior authorization from this office. 1 -r Construction Inspection & Related Tests .�arlson Testing, Inc. Geotechnical Consulting EPORTOF6X12 CONCRETE TEST SPECIMENS P.0 Bo'23814 Tigard,Oregon 97281 1st Methods: ASTM C172/C1?31/C39/C 31/G1064/1:14 i. -- Phone(503)684-3460 FAX II 684-0954 ate Molded - 12/04 , 19 '1 S Job No. '4`,- 414 S -__ Permit No: .. — SAL— ient STFRLING DEVI I OPM1 NT _co - _If FF BASgK -__ — 14P7 S— V3/L/ A4 / vied T IGARf) PRCIMFNAOF —__-- O 1100 f 5/rev t—o 04-If /dress T IGARD OR — —-- ------ aitr yw 5 D DEACON CORECIEEL IUN _—__Sub Contractor: oncrete Supplier: WILSONVILLE CONCREI E PRODUC Trude No. __y`r . Ticket No _ 887409 ast ey L. WHI 1 EHEAD Cu.Yds. y 1/ : '+ _1/ Load No 1 'either —_—„OVERCAST -- -- --_._Temp High. 4 ._ ___Temp.Low• 35 tcationotPlacement: CLOSURE STRIP SOUTH EAST CORNER OF SAFEWAY SLAB ON GRADE — --Test um: 12 45 Concrete Temp: 76 trength ReQutrement: — ,3500 PSI• 28 days:,lump 4 1/2„ Cement Tye I x I I _ ix No/No Sacks -- Air Content Max Aggregate 3/4 nix Amount —Brand: .. - Admix.Amount: _ —Brand: Set Testa Register Date Date Total Unit RepoA Tested No. Days Number Recd Test Load AnsaPSI o. By 1 7 8143 12/07 12/11 1 , i/5 28 .31 28:0 JE3 - 28 8143 12/07 01/01 129 ,920 28 .26 4600 JB 28 11 1 4 A 17/07 01 ;,lI 11 '4 , 140 28 .26 4220 JB °marks• CC.i.— S D DEAL ON -.L.i1IHPUHIil 1uN ---- SAFE.LII Y _Li,I UEW1 . INC CITY OF TIGARD _--_ .MPR-_ARLHI TEC 15 _ - ------- - — ___. 'formation contained herein N not b be reproduced,except In toes,%la ouA prior aulhorttaeon from this office. Carlson Testing, In c. Construction Inspection b Related Tests Geotechnical Consulting REPORT OF6X12 CONCRETE TEST SPECIMENS PO Box 23814 Tigard,Ore:7on 97281 Test Methods: ASTM C172/C1231/C39/C31/C1064.'C143 phone(503)684-3460 FAX 0 684-0954 Date Molded: 12/04 , 19 95 Job No. 95-414'. Permit Nh i '=4.P1 1,1411 titi'^ went . STERLING DEVELOPMENT CU JEFF RA'JAK _ Protect - 1 1(,ARD PROMENADE £4 PqS -03149/ L/ 9s f O i/(O/ Address: TIGARO OR 7iT46-_Q0y —_- Contractor 5 D DEACON CORPORA T ION Sub Contractor Concrete Supplier: WILSONVILLE CONCRETE PRODUC Truck No ''I Ticket No HO Ur' ' Cast By: ______.__---0 WHITEHEAD Cu yds '_ I ' 1 ' . Load Nol Weather I'VERCA51 _Temp High. 4 Temp.Low: {4� toretvinotPlacerrxnt CLOSURE STREP SOUTH EAST CORNER OF SAFEWAY SLAR ON GRADE Test Time* 1 7.:4'S, Concrete Temp' 7 b Strength Rm equireent _ 3500 PSI• 213 -_ days o Slnrp r l Cement Type i s n ' Mix No/No Sacks Air Content Max Aggregate - Admix Amount __Brand. _Admix.Amount: Brand Set Test Register Date Date Total Ilnrt Report Tested No. Days Number Recd Test Load Am PSI No By I 7 3144 1.%/0' 1.2/11 ml , ..M . 31 2870 IF; 28 8143 12/07 01/01 -4 28 13143 12/07 01/01 _-__..-__- -._-...._...._-__.._ --_ --_---a-_-_- .. - -._ .._ _ __ 1 --�.-._. -�.._______ 6.- ...- --.4.-... _- lemsrts: cry— -LLUEA(.ON C oRPOtiit1 ICN -_ _.-----------------___::.*LW( Y �1 `:1 1N --- C I TY OF T I tGAl1(r . 1PR.13CHITLL.T5_ . - — -- MAam Oen contained herein Is not to be reproduced,except Ni W,without pita authorization horn this once. Construction Inspection &. Related Tests Carlson Testing, Inc. Geotechnical Consulting P.O. Box 23814 November 30 , 19 9 D Tigard, Oregon 972b1 •9 5-414 5 .CT I Phone(503)684-3460 Permit No. FAX (503)684-0954 FIELD INSPECTION REPORT Tup_ 0311,xI - ARAs-1 040b I S tr-DSbD DATES COVERE. November 29 , 1995 PROJECT: Tigard Promenade ADDRESS : Tigard, OR INSPECTOR: K. Thrall ♦11-29 -95 : CTI representative inspected CMU wall Line A from 2. 5-4 for placement of rebar and grout from 16 ' to top out. Rebar has met specifications . Wilsonville concrete truck #35 , ticket #I - 00209 delivered three yards of 6 1/2 sack Kurtz mix grout for placement in above location. •M7.r.400 Our reports pertain to the material tested/inspected only. Information contained herein is not to be reproduced, except in full, without prior authorization from this office . If there are any further questions regarding this matter, please do not hesitate to contact this office. Respectfully submitted, CARLSON TESTI C. 13C.f.\ Douglas W. Leach President KT:crw cc : Sterling Development Co. - Jeff Rasak SD Deacon Corporation City of Tigard MPR Architects Construction Inspection&Related Tests Carlson Testing, Inc. Geotechntrnl Consulting P.O. Box 23814 Tigard, Oregon 97281 Phone(5J3)684-3460 November 30 , 1995 FAX(503)684-0954 #95-4145 Permit No. ,4P11-S $Lir 9s -03/(,/ l34P c/o 'au/ Si7-9s- 00 y Sterling Developmert Co - Jeff Rasak 3252 Holiday Ct Ste 225 La Jolla, CA 92037 Re: Tigard Promenade Tigard, OR Shop Inspection Reports Enclosed, please find shop inspection reports from our associate Braun Intertec for the above referenced project covering November 28 and 29 , 1995 . Should you have questions, please contact this office . Respectfully submitted, CARLSON TESTING, INC. 0107-c:LO Douglas W. Leach President ecp enclosures cc : S D Deacon Corporation City of Tigard MPR Architects Safeway Stores Inc BRAUN' INTERTEC DAILY OBSERVA(ION REPORT Project a: 131674 �. a?Y _ Report a: -- -- Location: 4/.- ...t a�L2 SNL Date: /0�Q•5 ----- - V 5- 4/4..d ill: — — • Regular Overt!me Personnel Classification Hours Hours ' '- ar ____a_kV. --1 /Alit•Cr .4-24FILizr:r0/1_ 41 _ Areas and work performed this day: N� -1r_eal p4_...� W4 `/may,,e 04e2k r d ' ,C ZZ- 4.- ilk ---- r// ____&___56(14____.- .1.174, orr, r_. ,,__177 _,_2 e•-a4.= )),, Aiirr.kisz 24.✓ - fro*jo..r1 s 4'f-r . Ve Alz.-e( eo rr}r!/ 164v, , .r.e4 7 zey _ 54, -l1-' ,�--__ iz �i.�---- /4/44e /*Itt- 4,wrts, ,.. -.07. __Aille_Atit7,6-7kifer Aillt‘e wati lam. ll/_I`:' _/ /er_ A/_J` _[ ......:, 11.41 \ _ _ \ .1_,,,,,,....,)_ _ _ _ _ Weather: /p_ L - ��lltr. — Performed By .'- >! __06:._„V_ , -- Submitted To: . .,A___. 4 F• DAILY 1 SHOP OBSERVATION LOG BRAUN PROJECT NUMBER 13. 4.-X $'a(/ / / c�/0e.0 elm .e„,,4eAr I NTE RTEC DATE //,),§// 1 L5 1 WC/ BYi¢.�/� -�, � ) OF� � PAGE __ / �x floL __Pi4ci Mark ► itfMaterial •I urns .I I. er Itm. iT CQfnMIIIB /D 0_7-4v 'i',f7aA xi- ..'' 2- A1-1/61 � 1'C .94-i MilliMil arc _ u -a 26-/ 0 . I. __Q/ --- l S 9 '--s / 3e G-; y. tel. 20/ W" aG/E yid ' io - ,. 4k -- J/;7 _ 1 — PIPFP.:7:hilatt 11000.11...- VP BRAUN INTERTEC F� y-#0 DAILY OBSERVATION REPORT Project 0: h/kit' 0/1161 Report u• - __ Location' Lj • 41 Date: //t T/fF r- Regular Overtime Personnel Classification Hours Hours Areas and work performed this day: Ox. rti 77 Awe wet of,fcade-e d 1 /L',� .,'S� • , 14e .0.14-a 14AKZ _ u _Zoet,or f w (/ Ar • 0/ /. c ,4'Are,/ o,.✓ A. ,1147,0_7-e_Aecl tleail e& at,c I el, A_d_____tzk,j___sf.z. t804,814t\ --------- Weather -- J5 rarform•d By Ata.,4., Submitted To /k 4 - - F' DAILY 1 OA -' /c 15- PI' ',•-••-7 SHOP OBSERVATION LOG BRAUN PROJECT NUMBER j5 YCA ?j}yC - ; '(J f¢yc/ ,5,;,z .4.,X,, I NTE RTEC DATE 1''�' 7 BY /r/ G Z_-- PAGE OF , Piaci MAa_ .— H�ea Material Dimensions Viluil Wilda IQltinc dot Camments l�N✓ .Art; `ff6y4.>- a-- }'-'.5 -•� •I A /9 is%-- ,i44/ <(C / w 3 4 / It TS6v6Ssf ' y .5 ---- ��M "6 ' "A id / 3c ti 14/ 3 (''w 0,0 A T . 12, S Iv'/►/� j 4'/ 4,4r) 1wrk Yr_5 _ �C 6.a22____ .__2-,,.v.:0 ,i .� y� CyC r,� . . . •— i ,,, 1 a/ 4 -7# /of qc. Y ZLO_ '�0Xi)x t-) •J,m 47,��" MI / ✓"- 1 .. -// — / 7bki�k4_ 1p S //l 1r, //,4_ /4/ C „3 er1 / / Y .l I• / --_ �� Il ✓ ,_ y /�;� / /4 9C, 3 r /= r5(#44l6- ve $ — AS "d sN Xi -.) 6 / / TS cvk�X�jt° 5 X, 5 fi/-i� /� /#1/ MVO 61 t/Iry �ly p /_// - --.-- — -- - I .u - ' —... '.d.,_,\-- -- Crf; ��i .-� ... .....-_. / - -- -- --_ •,-,-i - - --- -- - /�—/ - - _ — - _ _ _. - - - -- — - --- -- _ _ ” _ .-- - - - --- -- i • Carlson Testing, Inc. Construction Inspection & Relattd tests Geotechnical Consulting 3SPORT0F6X12 CONCRETE TEST SPECIMENS P.O. Box 23814 rest Methods: ASTM C172/C1231/C39/C31/C1064/C143 P Tigard, ne(503)684-3460 FAX 16840954 )ate Molded 11/28 -, 19 fir'- Job No. _95-•414 - Permit No: - -- menu. STERLING DEVELOPMENT CU - JEFF F ASAIN __AAP_Ir-03/IL f/3!/P4.0.106/ ,rolect _ TIGARD PROMENADE �j /T'9t - 60 1 Y 1 Address T I GARD OR - _ :oritrector S D DEACON CORPORAT ION Sub Contractor. ;oncreteSupplier WILSONVILLE CONCRETE PRODUC Truck No 44 Ticket No. 00177 cast By. G G. COOPER Cu.Yds. 6Load No.2 Neethec RAINY Temp.High: 58 8 — Temp.low: 4, -- "SAFEWAY" — LOADING DOCK APPROACH -- NORTH END , WEST SIDE AND .ocation of Placement 2 ' RAT SLAB AT LOADING DOCK RECEIVING DOORS 11 :40 r,r, I -- —_ -- —Test Time: _ - Concrete Temp 1500 > Strength Requirement __- PSI R -__-. days Slump Cement Type 3/4 " 'Nix No./No.Sacks —_-- Air Content — Max.Aggregate -- Admix.Amount: __-__Brand: x.Amount: Brand: Set Test 0 Register Date Date Total Area Unit Report Tested No. Days Number Recd Test Load PSI No. By I 7 7962 11/29 12/0'. 82 ,957 28 .27 2930 ?E3 28 7962 11/29 12/2r 28 7962 1t/29 17/. HOLD 7962 11/29_ Nmorks cc : 5 U ULA.t.IN CC1kl' ikA I ION .Ai 1 WAY `_.1 ORES 1N( C I TY OF r I t,AI?U MPR ARCH( TE C TS mlom I$on ronteined herein is not to he reproduced,except in fuN.without prior authorization from this office 1 Construction Inspection h Related Tests Carlson Testing, Inc. Geotechnical Consulting P.O. Box 23814 November 28 , 1995 Tigard, Oretion 97281 •9 5-414 5 .C T I Phone(503)684-3460 Permit NO FAX (503)684-0954 IS .FIELD INSPECTION REPORT 14P —0 (SOI i3U ict q in 400/ 3 (T -_ 35t9Q) DATES COVERED: November 22 and 27 , 1995 PROJECT: Tigard Promenade ADDRESS: Tigard, OR INSPECTOR: G. Cooper/B. C''Connor •11-22-95 : CTI representatives inspected column footings grid line "B" , 1 to 6 . 5 . Rebar conforms to latest available drawings on site. Okayed for pour. •406.1.111 •11-27 -95 : CTI representative arrived on project to look at bar size and location on line "B" 3 . 5 to 8 line 16 ' to 22 ' to top off wall . All rebar was placed a'-c ding to an approved set of plans and specifications . Mason contractor place 9 1/2 yards of a 6 1/2 sack grout mix. Also mason contractor grouted solid ( 1) line first 4 ' from B. 5 to C. 5 . •110.1.400 Our reports pertain to the material tested/inspected only. Information contained herein is not to be reproduced, except in full , without prior authorization from this office . If there are any further questions regarding this matter, please do not hesitate to contact this office . Respectfully submit ed, CAR So TE TING, C. (( 4()% D'.ug as W. ,each 're. ident /BO: eah cc : Sterling Developmert Co. - Jeff Rasak SD Deacon Corporation City of Tigard MPR Architects I 1 1 Cons:ruction Inspection & Related Tests L,arl.yon 7 esting, Inc. Geotechnical Consulting IEPORT OF 12 CONCRETE TEST SPECIMENS P 0. Box 23814 STM C172/C1231/C39/C?1/C1064/c' 143 Tigard,Oregon 97281 A est Methods. _-- Phone(503)684-3460 FAX N 684-0954 )ate Molded 11/28 , 19.-L - Job No. 95-41,“.. Permit No:-O) - STERLING DEVELOPMENT CO - JEFF RASAK R It/ Q :kern: 03/(r /3CII`�'�1 ri0 teas/ ------------- I .fit. T I GARD PROMENADE 6 iT 4 S-Oo It . %ddress. _ T MARC) OR D DEACON CORPOPAT ION ;ontractor _ Sub Contractor --- ; retesuppiiur WILSONVILLE CONCRETE PRODUC Truck No 44 Ticket No 00177 _ _ (-, . COOPER _ �' :st By: Cu.Yds. Load No Veelher. RAINY —Temp.High: 58 _Temp Low 47-. __— "SAFEWAY" LOADING DOCK APPROACH - NORTH END. WEST SIDE AND ocation of Placement: - - - 2 ' RAT SLAB AT LOADING DOCK RECEIVING DOORS Teat Time 11 :40 Concrete Temp t.F " strength Requirement ,500 - PSI A 28 days Slump Tement Type _ "T/4 " Aix No/No Sacks -Air Content Max.Aggregate —_- Wmix.Amount. ----. Brand: Admix Amount -Brand Sat TestO Register Date Date Total AUnit Report Tested No. Days Number RecdArea Test Load PSI No. By I 7 7962 11/29 12/0'. 82 .9S7 28 .27 2930 JH 28 7962 11/29 12/21, 123 .990 27 .98 4440 JR ?fi 7962 11/29 17/2" t .-!.1 ,590 27 .98 4420 JI3 2E1 7462 11 /29 1 2/2t, .: , ?: o 27 .98 4 SOO JB — t ,- tomtit c,: : ', 0 DEACON CIIRPORA I I()N -- -------SAFFWAY !:.:,t()pr.., I Ni. CITY OF IIGARD MPR ARCHITECTS — — "a.veee a e••Meb,ne1 An.nre le rim M hn,nnrrvt wort errant le AA MAtlawd',O n auivwlfallma(mm this Mere i--- CITY OF TIGARD SEWE:RPERMNTCTJdN c PERMIT N • SWR9,r u I COMMUNITY DEVELOPMENT DEPARTMENT DATE ISSUED: 11 /,17/95 13125 SW Hell Blvd Tigard,Oregon 0722305100 (503)0301171 PARCEL : 2S110DC-0000 SITE ADDRESS. . . : 15660 SW PACIFIC HWY SUBDIVISION • WILLOW BROOK FARM ZONING: C-G BLOCK LOT • 11 TENANT NAME *LES SCHWABE BUILDING A USA NO FIXTURE UNITS. . . : 80 CLASS OF WORK. . . :NEN DWELLING UNITS. . : 5 TYPE OF USE •COM NO. OF BUILDINGS: 0 INSTALL TYPE •BUSWR IMPERV SURFACE: 0 sf Remarks : New construction Shop Bldg A Owner.: - - - - - - -- --- FEES ------------ STERLING ----------- .STERLING DEVELOPMENT CORPORATION type amount by date recpt LA JOLLA CORPORATE CENTER PRMT $ 11000. 00 JSD 11/27/95 95-273205 3252 HOLIDAY COURT, SUITE c', INSP $ 45. 00 JSD 11/27/95 95-273205 LA JOLLA CA 92037 Phone N: 619-546-8841 Contractor: - _.__ ._.- _ _.._._ • .. _ CONTRACTOR NOT ON FILE )bony. It: $ 11045. 00 TOTAL RPu N. . : REQUIRED INSPECT IONE. This Applicant agrees to crisply with all the rules and regulations Sewer Inspect i on of the Unified Sewage Agency. The pereit expires 188 days frog the date issued. The tot al aeount paid will be forfeited if the y_ peralt empires. The Agenr:y does not guarantee the accuracy of the side sewer laterals. If th. sewer is not located at the aeasureeent given, the installer shall prospect 3 feet in all directions fro• the distance given. If not so located, the installer shall purchase a "Tap and Side Sewer" Pereit and the Agency will install a lateral. `. Permittee Signature : � � 1L L1,4.44L.L Issued Byt ': �� ' � '� Call for inspection - 639-4175 `(3 — ? 73aU • Commercial Building Permit Application City of Tigard 13125 SW Hall Blvd. Tigard, OR 97223 (503) 639-4171 Jobsite Address: (S(0110 ?&c K Tenant: J Suite# g01 • A Office Use Only Planck/Rec # Valuation: / Permit d 4w R 1c- Owner Owner. '7.4eit(tVv3 (L Map & TL # _ Address: 32S (IS—Z7_� -- Approvals Required Jc q f y CA Planning Phone Engineering Other - ---__—_— Contractor: b . V, >71 (\e1V1 Amourinwaseisem Address: ? 0 BOX Z5:317— Type of const Tor-tlocv,61. `4722 5 Occupancy class Phone Spnnklered' Yes No .mntractnr s I icen;e # (attach copy of current Oregon license) Sq ft. of project: Contact name & phone: —_ Story (1st, 2nd, etc ) Proposed use: ArchitectiEngineer: - Previous use: Address _ Note Plumbing & mechanical plans must be submitted at time of building permit application Phone JOB DESCRIPTION Applicant Signature & Phone number Received by Date Received Permit S Account Description Amount Amt. Pd. Bal. Dud Bldg. Permit (BUND) Plumb. Permit (PLUME) Mech. Permit (MECH) State Tax (TAX) Bldg: Plumb: Mech: __-- Plan Chick (PLANCK) _ Bldg: -- Plumb: Mech: 6,0e15-031 Sewer Connection (SWVSA) 1''G— 11,000 Sewer Inspection (SWINSP) �7 L��c� Parks Dev Charge (PKSOC) Residential TIF (TIF-R) Mass Transit TIF (TIF-MT) Commercial TIF (T1F-C) Industrial TIF (TIF-1) Institutional TIF (TIF-IS) Office TIF (TIF-0) Water Quality (WQUAL) Water Quantity (WQUANT) Fire Life Safety (FLS) Erosion Cntrt Permit (ERPRMT) Erosion Plinck/USA (ERPLAN) ______-- Erosion Planck/COT (EROSN) TOTALS: I ( araVSAUT ,- , A cumulative Sewer Tai:y - AddrAss: ISlol0O 1 w� .(` '4. 1410 1.i 1, ;kJ.' . I __ This ELMS: -) _ n "/y ! v.R• :,)r(' 'I'- -5i L Fixti.re Value Previous I Previour Credits Capped Fixture$ Rxtures New Nem1 I I Value Capped off value added / added total Is totn1 i Count off Is count value values Beptistry/Font 4 _—. Beth - Tub/Shower 4 - F . - .Jacuz/Whpl 4 _. ..._______ Cuspidor Meter Asp 1 Dishwasher - Commer 4 - Domest 2 t Drinking Fountain 1 1. r f Floor Drain - 3 inch 5 _ —I. • 4 inch 8 .-__—r ^' Garbage Disposal 18 � Dom Ito 3/4 HP) - Comm Ito 5 HP) 32 - Ind (over 5 HP) I 4f, I} Oil Sap (Gas Ste) 6 ► -- .--- Sho- er Gang 1 - Sla:l 2 I►------- ri Sink Bar 2 �� 18 ( 5 - Bradley 5 • Commercial 3 - Service 3 �_ N --i--- -7---- • ' Washer, Clothes e Water Ext e we.. Closet y e 7 z- , _ Urinal a ___ TOTALS • - Total fixture values: divided by 16 = — :_ EDU = ) HISTORY PIM/ EDU# SWRI Pt MO EDU, SWRI — PIM/ EMI/ MAISWRI MI EDU, SWRI -_ PIM/ EDU/ SWRI PIM/ EDU/ SWRI PIM, EDU/ SWR/ PIM/ EDU/ SWR . ` ic� Sewar• Permit Woticsheet ��r~ M��— O lci l Fixture Unit Ratings e. i„r1? q ' -O3/�' I FIXTURE TIMES (x) TOTAL UNIT OF FIXTURE j FIXTURE I VALUE FIXTURES VALUE SacusoviF.:nt I 1 1 Sath - i UGShower I 4 1 I - :ata,Whot I 1 1 I Cusoiccr/Water Aso I I I I __ Dishwasher - Cznlmer 4 I ( - Ccm _ est I Cnnturg Fcwuttatn i I I - F;ccr Crain - 2 Inc." I2 I I 3 inI j I I - 1 incti I 3 I I Sart ace Cisccsal Com Ito 311 -P' 16 I • Comm (to 5 ,-Ii` 32 I - Ind (over 3 rF` 1A I i Cd Seo Gas Stal I ' SI7cwer• - Gang Gang I I S taII I 2 I . `Sink Sar I 2 I -I I - Srar,Iev I 3 I I Ccmmerc:at I 3 I Sar/ice 3 'iVar'er. C:ctres 3 Water. Ex: I I I 'Nater ;,:tsar I 5 I9 L I I I r a:::'ess _ _;vicet: :v _ : =_lr 2_1...^.c !:L 'c ^ear*s; Nrci• "Lr er 1 -LltCty :7i 32 CC ' I I r NI II 1.311.11 11 I 1 I1„ 1 ', 1.. 1 . 1.4 N1 In 1 1 1{'I NI ,. 34`r ', ,1".1.4!') 11Is 1 1 volt II.'II I t 1'))1',1.1, Lila MMI > , 1 11 I 111 1 11. I 1 III .1111 iI IIv I t 41. 1.11/41 i10f)14F :,t, t I'!I I+1 I,, , ►. I',1 ,1,11 14I 1,1i IF t 1 1 . c', /..-+!-. 1'111-4 I I.1 INI) I II! ,I I;,I r I 7 I . 11 II! _ y L'11IY1'lnit Ill I'II1MI NI ►Ili UIIiI I'ft I1' 1 '"1'I .1 111 3'1 , , it I _ 1 .I t 11 II I I I e I t ) F441-.N' UF+H :,411 + • 31 I ;1!N1V1, I 4'11 , ,' I, 1 i 1' I 1 . I (, 9F.Wh:H I I!iH •1. Ie d )`, 1,1. , ,i 1 11.11,1./1, 1.,1%) ' i, t 11 ,1 1 . 1 1 , 1.111 1'r. k141 ii 1 t "'i' gW_NF)I_IFIL___F1W`t I h 5f.Wit ":W Ill II. II I I I IW I Tntcll. 11MI11INI I'►1rI) 1 '1,4 Iv,, 1 ;y1 I I I • I F'LUMPING PERMIT �` Cl1'Y OF T DATE ISSUED' 11/27j995-0194 COMMUNITY DEVELOPMENT DEPARTMENT 13125 SW Hall Blvd.Tigard,Oregon 9722300199 (503)639-4171 PARCEL: 2S 1 10DC-00200 SITE ADDRESS. . . : i t_p660 SW PACIFIC HW`r SUBDIVISION. . . . : WILLOW BROOK FARM ZONING: C—G BLOCK • LOT 11 A � CLASS OF WORK. . :NEW GARBAGE DISPOSALS. : 0 MOBILE HOME SPACES. : 0 TYPE OF USE •COM WASHING MACH : 0 BACKFLOW PREVNTRS. . : 1 OCCUPANCY GRP. . :B2 FLOOR DRAINS • 0 TRAPS • 0 STORES : 0 WATER HEATERS • 8 CATCH BASINS • 0 FIXTURES -- LAUNDRY TRAYS : 0 SF RAIN DRAINS • Vi SINKS . 0 URINALS s 0 GREASE TRAPS • 0 LAVATORIES • 9 OTHER FIXTURES. . . . : 14 TUB/SHOWERS. . . . : 0 SEWER LINE (ft ) . . . : 0 WF,TER CLOSETS. . : 9 WATER LINE (ft ) . . . : 100 DISHWASHERS • 0 RAIN DRAIN (ft ) . . . : 0 Remarks : New construct -, in Shop Bldg A Owner: ---- STERLING DEVELOPMENT CORPORATION type .,mount by date recpt LA JOLLA CORPORATE CENTER k'RMT $ 399. 00 B 11/27/95 95-27::'L36 3252 HOLIDAY COURT, SUITE 225 PLCK $ 99. 75 B 11/27/95 95-2722 i6 LA JOLLA CA 92037 5PCT $ 19. 95 N 11/27/95 95-27?=3f• Phone *: 619-546-8841 Contractor: -- MSI MECHANICAL SYSTEMS INC 9655 SW SUNSHINE CT *700 ' BEAVERTON OR 97007 - Phone *s 642-1234 $ 518. 70 TOTAL Req M. . : 70032 -------- REQUIRED INSPECTIONS --- This persit is 'mod subject to the regulations contained in the Sewer Inspect inn _� __, _� � Tigard Municipal Code, State of Ore. Specialty Codes and all other Water Line I n s p _ _ _ applicable len. All work will be done in accordance with Top—out I n s fJ . _____,_____ ___ approved plans. This pereit will expire if work is not started Storm Drain Ins p w;thin 181 days of issuance, or if work is suspended for lore Rain Drain I n s v than 181 days. Drinking Fountai RP/Backflow Prey �_ � Final Inspection .,_."W r•er-mittee Sir1r,.,t r _/ _..._.__...-_._._ ..—.._.-...__.-`. • Issued B v : 6d K4144410-11'.- Call fns rn' oec. tinn — 639-4175 L City of Tigard i' PLUI�C : PERMf�A;?PIICATION Planck/Rec. i� '� 13125 SW Hall Blvd. ✓ r ilZe S --- --- -- - Permit # (ac.>7 '—U1 V Tigai d, OR 9722) �° �� r, , r ^ '0/18 (503) 639-4171 <. cLA� wR 15 5,ikit,,,..,„/ 0. INIMUM $25.00 PERMIT FEE + ST. SURCHARGE - ��+ -+� New Single Family Rssklences OtMy — �— n 0 , BATH HOUSE 5140 00 0 2 BATH HOUSE$195.00 Job C�j `V t > ❑ J BATH HOUSE 52?S.00 Address / / (�\J jlFee includes a1 pkirrtxq lbrtur s in the dwelling and the first 100 feet V -,/ I�Q(! �� water service, sandaty saws and strxm saner rM fees $MOW. "r w'r'm•11•••••" f., FIXTURES QTY PRICE AMT ' P r) II IAA-+ silk 9.00 — tr.r,www .r.. Lavatory - 9.00 Owner s I LI (..;1--. 54— 22f--; Tub or Tub/Shower Cant. 100 Gmie)qX1 -D I r r► Shower Only 9.00 4 e 2-so 7 Water Closet 777 '�g 1900 -7-1---- _r...,.r...r�.rr Dishwasher 9.00 Occa ere (I b..1/A..0-AA-TIN_ Garbing Disposal 9 0�0 . ,..� Washing +� Floor Drain 9.00 owe... hr Water Healer 9.00 1 L. Laundry Room Tray * 9.00 .r.. UUrinal9.00 x MVVA 4J4 ) Other Foams (Specify) 9 Ni ere w.. 9.00 j C�ntrsc>ror — — ,4//C7/1'7,11,11P2:1/14 -5-9.00 1 Z- �+• s9.00 Sewer 1st 100' 30.00 - so.Otopergro.r _--_- few Tr w Sewer-ga. Addit 100' 25.00 Water Service 1st 100' j 30.00 3() I hereby acknowledge that I have read this appiicatlon, that the Water Salvino ea. AddE 200' 25.00 Ydommed+ given is coned. that I am the owner or authorized agent of - the owner. that plans submitted ars n avnpliancr wth Stab laws. that Ston+s Rain Drain 1st 100' 30.00 I am renisasrsd with the Construction Contractors Board. that the Storm&Rain Drsih Addtt. 100' 25.00 fluster given is correct (N exempt from Stab rsghstratior please Mobile Hoang Space 25 00 ploy/reason below) Bade low Prevention Device or A WI Po ndlon Device I 9.00 / sp................. "... Any Trap or Waste Not Connected to a Fixture 900 Desabe work new O addition 0 alteration 0 repay O - - Catdi Basin 900 to be done residential O ncn_resruential 0 Insp. of Exist Plumbing 40.00/hr ---- — ----- Specially Requested Inspectlons�_ r,0 00/hr , Existing used Rain Drain, single family dwelling 10 00 bonding or property ------ --- Residential badrliow prevention devices 1500 Proposed use of budding or property '(Except residential backflow T- ► prevention devices) NOTICE 'Minimum Fee $25.00 SUBTOTAL 3il,d) PERMITS BECOME VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NJT COMMENCED WITHIN 150 DAYS, OR IF 5% SURCHARGE 11 el CONSTRUCTION .)R WUHK IS SUSPENDED OR ABANDONED — - FOR A PERIOD OF 1110 DAYS AT ANY TIME AFTER WORK IS � COMMENCED PLAN REVIEW 25% OF SUBTOTAL r 7, /) TOTAL 51400 Special Conditions — ---- --- ----—. -- -------- --- -- —- — Date awed — --- --- by l 1 Iv 111 111.11I<I. I'I I III I 11 1 ,1rh1{ :11 1;1 t I II'I 1111. 14`► r'. 1• I II I I. ►1i 11 1111'1 I $ NI 1MIr PI!. I MI 1 1101111 111. 'r r , I .I I.. I lc.I t I II'II 11.1 1 I t •,. . 1,40 3-11/01-0 `.`. r NF, . r 1'rw 1-•t1N`.1{Ildl I I I /411. i 11,1`I11JI 1'1+11 I 11 . . 141 N11F.It I LIN ilir ,I II1I 1 1/ 1 > I I Is• -.11111.11'-,{ 111 1 111 NI ►IMI11II4I 1'11111 111..1 1-,1 I I 1'1 1,1,0 r. i 1,1111 II !I 1'1.1III ►'1 IIMl'1I'II. I'1 14.1 r�. rtll I . 1.1111 1. I'I I' I`1. -r•_, 11. I11114Irill ►'1 se./ I II1 I,I., ,•, i 1rv111 11 n. ►'r {+m , . 4141 1 . 14111 I) 1'I I< I -I, N 3,1 IITlI.11I1, I 'I •411 1 111 I I I f NI M 95 Nt'1r, I II.1-11411 I'I+ 1111 14i ,iiii I' Ih•l, ",1" VLM `!f. 4t1'ae, 111111FM 1 kIIhU HI 41 1 11111 I.I141. "I " 1111 HI . 1411111 IN I'N1.11 1ww1' •.,.7 I Ir I 1 Carlson Construction Inspection&,Related T-, Carlson Testing, nc• Geotechnical Cons-kin/ P.O. Box 23814 JOB No. 95-4145 .____ Tigard, Oregon 97281 Nov 27 , 19'45 Phone(503)684-3460 REPORT OF IN-PLACE DENSITY TESTS FAX (503)684-0954 Client STEALING Dr VE,I iPmE_NT Cc1 IFFF PA'Ak _ e ,. —_.-- Project I1.GQQD_ DROOP NArIE CaP,41=O"11L Ji34-1 44-&---/ . T IGOR 0YOp/3 �r9s�� Material Descriptionion "-• - - .. - - Max. Dry Density 128.2 lbs./cu.ft. Optimum Moisture 14 -O °k Method of Test A SH Tr► T-11411 Serial ff 10001_NUl 3440 C AR%SE MAX. MOISTURE IN I B.CJCUEFTSITV DATE OF TEST TEST LOCATION I ELEV. ( % TEST_NO �eI1S DENS. F• % WET T D V Cvscrl� SF NORTHWEST CORNER TOP 1 BUILDING A 11-22 ,_ . 12 .9 143 .8 i27 .4 99 SF NORTHEAST CORNER TOP 2 BUILDING A 11-22 , 11 .5 138 .5 124 .2 97 SF SOUTHEAST CORNER TOP 3 BUILDING A 11-22 9 .2_ 137 .9 126 .3 99 SF SOUTHWEST CORNER TOP 4 BUILDING A 11-22 11 . 1 138 .8 124 .9 97 SF CENTERLINE , EAST fOP 5 BUILDING A -.1.,1- 2 10 .`.{ 1 t9 .5 126 .2 98 SF CENTERLINE, WEST 101' 6 BUILDING A 11-22 _ 1.. . 1_ 1 :tt .ti 11'2 .7 '46 .----__ 1 r — - i RefftSflts: Al.I. f E S 1`-, ON f-I It INDA I 1 ON , 1311 11.0 I NI, (i cc : 5 D DEAL (IN 1:URPORA1 ION ',AI f. 146) I I IPE ,. I I. IIY Of f I GAR(I MPR ANI Hilt ( 1 I, , ( UuI*.k /CW Tested by _ _ CARLSON TESTING itIC. Information contained herein is not to be reproduced, except in full, without prior authorization from this office. Construction Inspection 6 Related Tests Carlson Testing, Inc. Geotechnical Consulting iFP09T0F6X12 CONCRETE TEST SPECIMENS P.O. Box 23814 Tigard,Oregon 97281 'est Methods: ASTM C172/C1231/C39/C31/C1064/C143/C231 Phone(503)684 3460 FAX M 684-0954 )ato Molded: 11/21 , 19 95 Job No. 95-4145 — Perrnit No: --- 0 Tient STERLING DEVELOPMENT CO — JEFF RASAK Ale --0311../(/a k I1'1woof s1 T4r-- 'roject TIGARD PROMENADE _op )y ktdress TIGARD OR _ -- ;ontrector: S 0 DEACON CORPORATION Sub Contractor: — — :oncreteSupptier: WILSONVILLE CONCRETE PRODUC Truck No 47 Ticket No. G10791 ;ast By 8. 0 'C ONNER Cu.Yds. __ 7 Load Not Neather — OVERCAST — Temp High: 60 46 Low QE'_. ocationoiPlacement: LOADING DOCK SLAB EAST SIDE "SAFEWAY" _.. Test Time. 8'DD Concrete Temp 63 strength Requirement 3500 —— PSI 0 28 days Slump 5 1/2" Cement Type Aix No/No.Sacks ___3555WA Air Content I'� _.----- -- _ ____ Max Aggregate 3/4 " ldmix.Amount Brand: __ -_Admix.Amount: _ ___Brand: Set Test 0 Register Date Date Total Unit Report Tested No. Days Number Rec'd Test Load __ Area PSI No. - By I 28 7901 11/22 12/19 99 ,766 28.30 3530 313 28 7901 11/22 12/19 102 ,430 28.30 3620 JB 28 7901 11/22 12/19 105 ,690 28.30 3730 JH 28 7901 11/22 12/19 105 ,690 28 .30 3730 JB tnmarks- C4 _-5__D_QEACQN__CORPQRATION.__.____ SAFEWAY S_L4RL5 INC CITY OF TIGARD MPR ARCHITECTS _.. . __ - --- nloation contained herein Is not to be reproduced,except in fuN,without prior authorization from this office. mt Carlson TestiConstruction inspection & Related Tests Testing, Inc. Geotechnical Consulting iEEQBT OF6X12 CONCRETE TEST SPECIMENS P.O. Box 23814 TigarASTM C172/C1231/C39/C31/C1064/C143 , Oregon 93461 lost Methods.: f Phone, (503)6&1.3460 FAX 1684-0954 )ate Molded: 11/ , 19—'�` --- Job No. 95-4145 Permit No:4 -1444 01, ;tient: _– STERLING DEVELOPMENT CO - JEFF RASAK 3IAPq ____aRup intoo/ 'rolect: -_--TIGARD PROMENADE 5 l r- aS0 0 -�— Uldress I WARD OR aitractor __5 U DEACON CORPORA I ON Subcontractor ;rxicrete Supplier: WI LSONV I LLE CONCRETE PRODUCT Truck No `a ' Ticket No _ H07122 ;ast By B . 0 'CONNER Cu.Yds. --_ --I Load No I OVERCAST r-4 .1 Neather —Temp High Temp I .v, FOOTINGS SHOP C 2 AT D , 3 AT D , 4 Al U .ocatioi of Placement: 3: 30 Test Time: --------------. - Concrete Temp: - 2U+VU(1 3treng tr Requirement: — PSI 0 -. days Slump a Cement Type .+O5OW/11 /4 Aix No/No Sacks — _ —Nr Content — --- Max.Aggregate -- >dmix Amount - Brand _Admix.Amount Brand: Set Testa Register Date Date Total Area Unit Room Tested No Days Number Recd Test Load PSI ^ No. By / 7841 11/21 11/27 102 , .1+0 28 .20 3630 3E3 28 7841 11/21 12/18 28 ;841 11/21 .12/18 HOLD :841 11 /21 ------_.._--------------. .----- _------- -- --------------- ---------- - ---"-- - ------- %marks' '-L • -' C) UlAL:lirl ( r.)i 'l'1.'►',, 11' JI I .e.i LWfj i !_1 URL', I.Pk. i CITY Of I I t.rftl;l., MPR CI( HI Ii ( I • , 1 *motion contained herein K not to be reproduced,except M ft ,without prior authorization from this office Carlson Vesting, Inc. Construction Inspection& Related Tests Geotechnical Consult P.O. Box 23814 November 20, 1995 Tigard, Oregon 97281 •9 5-4 14 5 .C T I Phone(503)684-3460 Permit No. . 012-0 FAX(503)684-0954 1dNnmS_ pail, I BuPg5/ wx / Bugs ao�s FIELD INSPECTION REPORT DATES COVERED: November 15 , 1995 PROJECT: Tigard Promenade ADDRESS . Tigard, OR INSPECTC.R: B. O'Connor ♦11-15-95 : CTI representative (B. O'Connor) arrived at the project and inspected bar sizes and location on block wall from H line 3 . 5 to 0 . 0 12 ' to 16 ' and 0 . 0 line F. 8 to H. All rebar was placed according to plans and specifications . Reminded mason contractor to return to grid 1 and grout solid the first 4 ' lift of wall between Safeway and building. Mason contractor placed 4 1/2 yards of 6 1/2 sack grout in above locations except for grid 1 1st 4 ' lift. •n c.i,r00 Our reports pertain to the material tested/inspected only. Information contained herein is not to be reproduced, except in full , without prior authorization from this office. If there are any further questions regarding this matter, please do not hesitate to contact this office. Respectfully submitted, CARLSON TESTING, C. Douglas W. Leach President BO: llo cc : Sterling Development Co. Jeff Rasak SD Deacon Corporation City of Tigard MPR Architects Safeway Stores , Inc . BUILDING PERMIT CITY OF TIGaRD PERMDATElISSUED: 11/17/952 - I COMMUNITY DEVELOPMENT DEPARTMENT . 13126 6W Hen BNd.Tigard,Oregon 97223.8199 (603)639.4171 PARCEL: 2S 1 1 ODC-OO2O0 SITE ADDRESS. . . : 1'A,60 SW PACIFIC HWY SUBDIVISION. . . . : WILLOW BROOK FARM ZONING:C-G ' BLOCK • LOT -- -----11 -- e./LeYtLe- - - REISSUE: FLOOR AREAS- - ---- ----- - EXTERIOR WALL CONSTRUCTION CLASS OF WORK. :NEW FIRST. . . . : 20077 sf N: S: 1 HR Es w: TYPE OF USE. . . :COM SECOND. . . : 0 sf PROTECT OPENINGS?----- TYPE OF CONST. :5N . . . : 0 sf N: S:Y Es W: OCCUPANCY GRP. :B2 TOTAL-----_.-: 20077 sf ROOF CONST:BFIRE RET? : OCCUPANCY LOAD: 0 BASEMENT. : 0 sf AREA SEP. RATED: STOR. : 0 HT: 0 ft GARAGE. . . : 0 s F OCCU SEP. RATED: BSMT?: MEZZ?: REQD SETBACKS-------- -- REQUIRED FLOOR LOAD. . . . : 0 psf LEFT: 0 ft RGHT: 0 ft FIR SPKL:Y SMOK DET. . :N DWELLING UNITS: 0 FRNTI 0 ft REAR: 0 ft FIR ALRMIY HNDICP ACC:Y BEDRMS: 0 BATHS: 0 IMP SURFACE: 0 PRO CORR:N PARKING: 0 VALUE. t : 646700 Remarks: New c^_'rstruction Shop Bldg A "SHELL" Owner : __. _____ _._____.--.-------- -.----..___...__. _ _ ------ _-- FEES --- STERLING DEVELOPMENT CORPORATION type amount by date recpt LA JOLLA CORPORATE CENTER P'LCK $ 1170. 33 JD 06/0F3/95 95-26061 fi 3252 HOLIDAY COURT, SUITE 225 FIRE $ 719. 15 JD 08/08/95 95-268618 LA JOLLA CA 92037 PRMT $ 1800. 50 JSD 11 /17/95 95-273023 Phone Ms 619-546-8841 5PCT $ 90. 03 JSD 11/17/95 95-273023 EROS $ 184. 00 JSD 11/17/95 95--273023 Contractor: -_._____._ __.__._____._._____._ .___..__......_ERPC S 59. 80 ISO 11/17/95 95-273023 D DEACON ERPC $ 59. 80 JSD 11/17/95 95-273023 PO BOX 25392 PORTLAND OR 97225 -.--_-.-- Phone M: 503--297-8791 $ 4083. 61 TOTAL Req M. . : 38138 ------ REQUIRED INSPECTIONS ---- This perult is issued subject to the regulations conta.ned in the Foot/Found Insp Bolts in concret Tigard Municipal Code. State of Ore. Specialty Codes and all other St rr.lc Steel Insp Structural weldi applicable laws. All work will be done in accordance with Slab Insp High strength bo approved plans. This peruit will expire if work is not started Tilt-up Pnl Insp Structural mason within IBA days of issuance, or if work is suspended for sore Masonry Insp Engineered grad: than ;9P days. Framing Insp Sprinkler Under Roof nailnq Irsp Appr/sdwlk Insp Insulation Insp Misc. Inspection /C Gyp Board Insp Final Inspection Permittee Signature: (J.LA 1 ... it1,41_ Sup f eilnq Insp - /. i (_______1:_X__ i_ . /, r / r , Si..lsp Ce: Intl Insp Issued Bye ____ _�... . _:_. -._...___-. Reinforced concr Call for inspection -. 639-4175 _- • c„---_ Commercial Building Permit Application Clty.of Tigard . ' 13/25 SW Hall Blvd. s LI) illi . i 1 Tigard, OR 97223 � 2j (503) 639-4171 1 c6(* (' i I \r_i_ , , Jobsite Address: Aletekid fAmArim4.siLN 6, AA- J '6'`.. NMI Office Use Only Tenant: (A iN IGY1 u-km,1 Suite# - C xY ✓orf 0 CelcCo Ivo �. Planck/Rec # _ 0�/ Valuation: /� Permit # (�11( )5 Owner. ✓keA/ 1 ) . 1• „ , • I _ Map 8 TL # � r7 I IO D/3 -G To �' Address: J2` 2- (� ( . s't2i5 Approvals Required 44, � l. G C, ! �CA017- D--1� Planning n>? '(i-otro< P. _-,, , ” • • ' • • 4 Engineering 4�Do q5 -of►r5. ' Other `zl i ".1/1 . : -1, R / Contractor: ,..rasa: _. � _ �1 C I �� W Type of const 1i 1 z n ---- t14 Occupancy class: V. Ph no:,lip 1`,-<_ Sprinklered? Yes No Contractor's Licenses" _f (attach copy of current Oregon license) Sq R. of project: 20,0 77 (.. Contact name & phone _— Story (1st, 2nd, etc.) Proposed use: r rte S ` r. Archltect/EngineePril/Lt.,4"64-5 • Previous use: Y1Q tis I Address: 1 i 5(..,) eta tN izeAr 014 r n6170-/Q � Note: Plumbing & mechanical plans l U L l l.e OR- v/,l 7 Q-/ must be submitted at time of 1 building permit application. Phone: ' 'y• (OSS' -139::, 1 JOB DESCRIPTION _ 3Q i2h,5 e h - �1afd Fro iM - — li _ _-_,e7/1 0 _ .. -------- L ein k 5-3495.7 Apoigr,atu & Phone number Received by Date Received rte-„ Permit I Account Description Amount Amt. Pd. Bal:DUe ' ''r, Bldg. Permit (BUILD) /___ �-..-- r / „• Plumb. Permit (PLUMB) l Mech. Permit (MECH) State Tax (TAX) __24„-L____.,—_ �', Bldg. _______ Plumb: Mach: / Plan Check (PLANCK) I l Bldg: Plumb: Poach: X14. W�� Sewer Connection (SWUSA) _. Sower Inspection (SWINSP) - Parks Dev Charge (PKSDC) Residential TIF (TIF-R) '....-----)tc "� OZ1 ( Mass Transit TIF (TIF-MT) 4. G�/ ' \ e_,--f / -- Commercial TiF (T14) C)3i2 T q'r Industrial TIF (TIF•I) ._ J--�---- Institutional TIF (TIF-IS) Office TIF (TIF-O) Water Quality (WQUAL) _ Water Quantity (WQUANT) _ Fire Life Safety (FLS) ( + 1 (/1 Erosion Cntrt Permit (ERPRMT) /rPti _ //I y V 'B Erosion Planck,USA (ERPLAN) L; 7 .1._J" ti i. Erosion Planck.COT (EROSN) S`(/ - r.* 6-0--:1W\-c. ' `�._. ,. 1 1 TOTALS: ((rd ��''� f'7 7,/ _ 1 DATE rLANSCH". CO(NO.: PROJECT TITLE: .7:�• ('�►^,.,, a�� h-I A COUNTYWIDE J f TRAFFIC IMPACT FEE A T: WORKSHEET /\71( A 1`J, "`-rs MAIUIkG ADDRESS: (FOR NON-SINGLE FAMILY USES) 7, S e c - " 7 CITY/DP/PHONE RATE PER 1 .;, I4 OT2 c) LAND USE CATEGORY TRIP TAX MAP NO.: RESIDENTIAL $159.00 /v 7)'3 — Oc,° SIh5.-:SS ANQ COM AEACIAL 4O SIMS OA ADDRESS: - OFF10E f E1 'c, eitTrr •wec/ INDUSTRIAL $150.00 INSTITUTIONAL 1,66.00 PAYMENT METHOD: CASH!CHECK CREDIT IwsrTnr IONAt.ONLY- BANC'ROFT(PROMISSORY NOTE LAS USE CATEG')AY ' 3C*/flCN OP Wt E%OAY AWL rote M tvailQl1O Avg T1 P M4 DEFER T. OCCUPANCY r� (r_,cr< 4.e".0 "?Y 7( rr.rc�irc�1 BASIS: I- r, c.c• o�rSfc, C + •��Tc...c ►•rn eq- � �C%C�� C� � � 7 -�, be L. Cret4 �, re , el CALCULATIONS: : orig.? c�oJ• al Jia >(94 � 1gb��'�/��r•�'> = Iq CI ,rn'Cs 1410.111CT T e SIMARATIONk (9oI Put a, o(pprOL ADDITIONAL t. NAl NOTFoolFOACOXiNTINO Pl1$ Na 1I Or t c�Tr ` 'ccs ! Tr•eG 1 _ L hhu I OADff.: 77 t 1 1 :'L((.as 7l = i Tt 1C ' - 7J( P TIVWsrn AMt. • _ ' c 3 -'L/6r-� - / _. -t�tA�o sr. / CC WA&ANaTON COUNTY nor MOTUOOK form um August 17, 1995 mill Architects CITY OF TIGARD 9150 SW Pioneer Ct "T" Wilsonville OR 97070 OREGON TRAFFIC IMPACT FEE FOR Tigard Promenade Bldg A \'1 Enclosed with this letter you will find a calculation sheet showing the computation that has been performed to determine the amount of the Traffic Impact Fee (TIF) to be paid for the project noted above. The amount of the TIF is $76,060.00. You have three payment options available to you. The first is to pay the TIF at the time you are issued a building permit. The secr)nd is to arrange for payment over time by signing a promissory note (if you wish to exercise this second option please contact me for additional details). The third option is to defer payment until occupancy. Traffic impact fees are subject to an annual increase of up to 6% if not paid or financed prior to July 1st of each year. Please note that you may appeal the discretionary decisions made in determining the appropriate category and the amour.' of the fee based r•n that category. A notice of appeal must be received by the City Recorder no later than 5:00 p.m. on August 31 , 1995 and must be accompanied h the $625.00 appeal fee required by Washington County. Although filed with the City Recorder, an appeal would be heard by the Washington County Hearings Officer. If you have any questions, or if I can be of further service, please contact me at 639-4171 . l James S. Duckett Development Services Technician c: TIF filo Building file 13125 SW hall Blvd., Tigard, OP 97223 (503) 639-4171 TDD (503) 684-2772 — — (7-'7:4, CITY OF TIGARD COUNTYWIDE \ OREGON TRAFFIC IMPACT FEE PAYMENT OPTION FORM -1/25Ct -_ - Ian, SgAleiv4,-(A-,4i ' A Date Site Address G Elvin 1 b _ -- -- Proje Name Plan Check # I realize that I must make a decision on payment of the Traffic Impact Fee (TtF) at this time. Therefore, I request the following (choose whichever option or options are applicable) . ❑ Cash or Check ❑ Credit Voucher ❑ Bancroft or Installment Payments and/or The Ordinance allows for deferral of payment of the TIF until issuance of the occupancy permit if the TIF is greater than $5,000 If the ThF meets this requirement, I also request this option. I ' I understand the TIF must be paid prior to issuance of an occupancy permit. I also understand that the TIF till be recalculated based on the prevailing rates at the time of payment Please be advised that TIF rates may increase up to six percent each July 1st. This rate increase is not subject to appeal. / / ' ��/L •!'ERJAP ; ICANT 01PMER/APPLICANT c: Building Permit File Payment Option rbhbook IN unpnrosnwaIe 13125 SW Hall Blvd., TlQard, OP 97223 (503) 639-4171 TDD (503) 684-2772 - I • 1 ,ii1, .4'4 . 1'.',1/1[' 1 l I lY IU 11 ' ' 1 '1' ! 11 1 .' 1 �� '� Irl! Idl 1 H 111 1 i 1,c 1 iIDIIII111I . . 1 '14. I..S PINI , , u in 1 11 . II•I 1 III•I I I .i 1 ..141)1 It I I VI. 4.:1 1-111111+1 `,:, s ('ll III I/1/4 s' I • I Il .11l 1.11 111111 : 11 , 1 / 1`_• I'UII 1111N1) 1144 .1 III I III - II Hi 1 9!r'r'`.' '1111141`I I II l'11 I'M' N I ►IN,I, II 1 1 . I , , , .1 1 , 1 It 1 1 1b11•111.1 I 1'1 1 1 I, Li►.111 III NI; 1'I Irh1 II Ir'.,.., 11 I ' I f,I,11,1• k 1 II i l I• 1 1 1 (-4 lel, 0 ., 1 I 1 i; I I IIi u f�I 11 f.. `r'I, x:1111 F ►t1)'-,11/1.1 I (11II1011 1'1 I4I"II II I I 1,1'1 41' ' ' • F4411`-,1lIN I lINIk1II ''I I I ' I 1 I 1 1 l.51>bN 1744 I ►11 II II. I Il"I r I1(ifU I' l'IIIMI 44.11)1 HI Ill• ►I t I NI• 1Wit'I IMI I I I I I) I ' ' • I 1 . Constriction Inspection&Related Tests Carlson Testing, Inc. Geotechnical Consulting P.O. Box 23814 November 17 , 1995 Tigard, Oregon 97281 +95414 5 .C T I Phone(503)684-3460 Permit No. FAX(503)684-0954 .13"P -U;1le/ Bu 1 1Ci O4ob/S ir-_. O FIELD INSPECTION REPORT DATES COVERED: November 13 , 1995 PROJECT: Tigard Promenade ADDRESS : Tigard, OR INSPECTOR: G. Watson ♦11 - 13-95 : CTI representative inspected slab on grade placement of Wilsonville mix IV 3555W. Concrete placed at a 2 3/4" to 4" slump. Slab area placed this date grid E to H except large cooler area. Concrete placed in accordance with project plans and specifications . •4l .i.wo Our reports pertain to the material tested/inspected only. information contained herein is not to be reproduced, except in full, without prior authorization from this office . If there are any further questions regarding this matter , please do nut hesitate to contact this office. Respectfully submit ,t� CARLSO► TE TING r•u• as W. ,etch Pr- ..dent W: cw cc : Sterling Development Co. - Jeff Rasak SD Deacon Corporation City of Tigard MPR Architects Construction Inspection & Related Tests Ca-risen Testing, Inc. Geotechnical Consulting tEPQRTOF6X12 CONCRETE TEST SPECIMENS - P.O. Box 23814 Tigard,Oregon 97281 "est Methods: ASTM C172/C1231/C39/C31/C1064/C143 Phone(503)884-3460 FAX M 684-0954 )ate Mol-led 11/17 , 19 95 Job No. 95-4145 — Permit N __-- 0040 STERLING DEVELOPMENT _ 0 'V '�9 ti��t :bent _ Q._ =JEFF RASAK _-. . ��l)"IS-03 _ �1_. ��_ .JT— 'roiect T I GARDPROMENADE 2 SO 0 lddress _ T I GARD OR _ ontractor S D DEACON CORPORATION --Sub Contractor. —_ Ioncrete Supplier: WILSONVILLE CONCRETE PRODUC Tru*Na 32 Ticket No. _ G10705 :est By. E . BUSCH __-- 7/16Load No 1 Veethor — OVERCAST Temp High: 59 47 Temp t_ow ovation of Placement SHOP AT GRID C .1 EAST TO D .6 _ Test Time. 3_25 Concrete Temp: 69 ,trength Requirement 3000 PSI 0 28 ___days Slump 4-"--- -_ - Cement Type I. Aix No./No Sacks 3050W - —Air Content - _ —_ Max.Aggregate 3/4" — tdmix. Amount Brand: Admix.Amount: Brand: Set Test 0 Register Date Date Total Area Unit Report Tested No Days Number Recd f Test Load PSI No. By II 7 7795 11/20 11/24 95.575 28.20 3390 38 28 7795 11/20 12/15 119 .040 28 .32 4200 JB 28 7795 11/20 12/15 122 .700 28.32 4330 JB 28 7795 11/20 12/15 123.000 28 .32 4340 3B i , . _ —.____ +emarks Cc: S D DEACON CORPORATION SAFEWAY STORES _INC _ CITY 0r IIGARD MPR ARCHITECTS nforrnation contained herein is not to he reproduced,except In IA without prior authorization from this office • Carlson Testing, Inc. Construction Inspection 6 Related Tests i Geotechnical Consulting worn-OF6X12 CONCRETE TEST SPECIMENS P.O Box 23814 ASTM C172/C1231/C39/C31/C1064/C143 Tigard,Oregon - 61 Test Methods: — —_ -_—_ Phone(503)684 343460 FAX#684-0954 Date Molded: 11/17 , 19 95 Job No. .1 - `;14 Permit No: -- t Client. — STERLING DEVELOPMENT CO - .JETT SASAK 8 N f�4S-03/x, i_k_p_4 / Project T I GARD PROMENADE 4( r - 1 c O Address T I GARD OR Contractor S U DEACON CORPORATION Sub contractor. Concrete supplier WILSONVILLE CONCRETE PROUD( Truck No 32 Ticket No. G10/05_ Cast By. __ -_- L BUSI'li Cu Yds //1�, Load No.1_______ OVERCAST 59 4,' Weather — Temp.High• - _.Temp Low: SHOP AT GRID C .1 EAST 10 U .h Location of Placement: c Teat Time: 3 1�� -- Concrete Temp" k'i 3000 28 'i 1 Strength Requirement. ----- PSI 0 days Slump Cement Type 3050W Mix No/No Sacks Air Content — Max.Aggregate Admix Amount: __—Brand: - Admix.Amount: _ —Brand: ____ Set TestO Register Date Date 1 Tot.31 Area Unit Report Testers No. Days Number Rec'd Test Load r PSI No. By 11 7 7/95 13 /2 ) Ili. .9`-. ,`'..''.) .'t{ ..'c, 4390 _I ti 28 7795 11/20 1- 28 77`aS 1 1 i .'0 1. 1-401_U 7 7 x 5 1_1/2 0 ' I t _ • lemarks (- c II Irl-!fir r ii i ' 1 H:I'f1kA1 I r rrJ .r)f f_ WAY '•Tr.rf.'k.%1Nt l 1 I r UI I I s11I•1. MPR AR( HITI.I I '. Mormation contained herein is not to be reproduced,except in full,without prior authorization from this office. Carlson Testing Inc• construction Inspection & Related 'Nests Geotechnical Consulting 3EPQRT OF8X8X 16 'k'I SM:i TEST SPECIMENS P.0 Box 23814 Tigard,Oregon 97281 "est Methods: UBC 24_26 _-_. Phone(503)6134-3460 FAX M 684-0954 )ate Molded 11/1/ , 19----92Q-- Job No. 95-4145 Permit No: Ile ' .911 1dtt ;Hent: S 1 ERLINCi_aEVELOF'MENT CU - JEFF RASAK fa,�14 P °1 S - Cia.to/73 trP4.i-_ _WO/ 'roiect T IGARD PROMENADE - (.2 / / 9 5-- Uo.) tJ wdress: T I GARD OR tontractor $ D DEACON CORPORAT ION _Sub Contractor: - ;orx.reteSupplier: WILSONVILLE CONCRETE PRODUC Truck No. 43 .Ticket No _ HO7Q69 :ast By: - -_ E . BUSCH Cu.Yds. 7/7 --___Load No.l_----- _-- Veather RAINY --- Temp.High: 60 _- _Temp.Low: 4F+ .�__.. ocatlonnlPlacement 16 '-22 ' TOPOUT , GRID H 3 .5-00 / 00-6 THROUGH H "SAFEWAY STORE" _ --_.---.- _Test Time: 2' 1 5 _ Concrete Temp U Strength Requirement 2500 PSI C _ 28 days Slump H _- Cement Type Aix No./No.Sacks -6 1/2 5K _Air Content Max.A re ate i rj Aggregate _ -- - \dmix.Amount Brartd:K UR T MIX Admix.Amount: Brand Set Test til Register Date Date Total Area Unit Report Tested No. Days Number Reed Test Load PSI No. By ,11 rl . / 7808 11/20 1 1 ; . ' 134 ,/60 5N . :.0 1.2.00 JH -- -------_4 _ — - 28 7808 11/20 12/ P. 140 , 100 58 .60 2390 38 28 7808 11/20 12/1.` 142 ,980 158 .x.0 2440 38 HOL . 7808 • 11/20 11 /24 88 ,000 .35 .95 2450 .JP 213 /808 11/20 t:. 35 .'45 2480 J8 2H 7808 11/20 12/1 ' • 1 f .3'; .'95 2540 JI -- - _. L -- ,.marks CC_: 5 U ULALUN. LUFiF'URA F 1U :.,At LWAY_ I Ukt,_ L 1N - CITY OF I1t:,ARD . - - ______ MF'F< AFW\.H11 LL 1 S __—__-.-.__. - nlprmellon cunteined herein Is not to be reproduced,'Kept in full,without prior authorization from this office.. -- -- A. C� Inc Construction Inspection 6 Related Tests arlson besting, l . Geotechnical Consultins 1EPORT OF8X8X 16 PRI SM!i, TEST SPECIMENS P O Box 23814 Tigard, Oregon 97281 rest Methods: UBC 24-26 Phone(503)684-3460 FAX #684-0954 )ate Molded: 11/17 , 19- .F' Job No. �'-414 S — Permit No: etwaso 41'54 .tient. STERLING DEVELOPMEN1 Cu JEFF RASAK BNP4$--03/`1r3id Pis*/*Wm/s/T'yr 'roiecr T I GARD PROMENADE 00.1 Y lddress: f I GARD OR S D DEACON CORPORAT 10N ;onirartor: Sub Contractor: ;oncreteSupplier: WILSONVILLE CONCRETE l ODUC -Truck No 43 Ticket No H07069 ;est By E E . BUSCH H _ Cu.Yds. / Load No.1 RAINY 60 411 Veathcir -- Temp.High: _Temp.Low: – 16 '-22 ' TOPOUT , GRID H 3 .5-00 / 00-6 THROUGH H cxatiori of Placement: _ — "Safeway Store" — —..—_ Test Time: 1—�_ _ Concrete Temp: 70 strength Requirement 500 _.-._ - _. --PSI a 28 days Slump) Cement Type 1 -- r, 1 /2 SK :/8" Aix No./No Sacks Air Content - - .-- Max. Aggregate ldmix.Amount Brand:+ 1.1►1 f/. M ( . Admix.Amount Brand: Set Testa Register Date Date Total AreaUnit Report Tested No. Days Number Rec'd Test LoadPSI No. By SOL . 7 7808 1 1 .'') I 1 is?4 i •14 ,760 S8 .t.0 +00 II•I 28 7808 1 I /,,-r.. I , 1 ' 28 7808 1 1 /.'ii I2/1 ` H(II_ 7 7808 i 1 /,'O E I . >«s ,000 i':. .'.i' ,'n'," II 28 7808 1 1/10 1//1 „?.8 7808 1 1 /.?0 I 1 C : _ 0 DEA(ON l.Ui:f'Ukri I 1 1)fN '_�61 t WAY I i 'l '1- . I I I lemarks -' i I I 'Y OF f I.(.-01,1.i MI-'ht AR( H I II ( 1 -, nformatlon contained herein is not to be reproduced,except in full,without prior authorization from this office. r Carlson Testing, Construction Inspection 6 Related Tests Inc. Geotechnical Consulting REPORT OF6X12 CONCRETE TEST SPECIMENS -- P.O. Box 23814 Tigard,Oregon 97281 Test Methods: ASTM C172/CC1231/C39/C31/C1064/C143 —__ Phone(503)684-3460 FAX 1684-0954 Date Molded: 11/17_ — , 19__.9S._ Job No. -95-g1.4EL Permit No: itlinithalartarigaW Client: STFRI ING DFVFt DPMFNT CO.. - IFFF RASAK A41.-= _/3 id P4Sit y00/_— Project: - I I GARD PROMENADE- _ __ —._ —__St rq - -. O 0 3- / Address: iliGARD OR --- Contractor: __5 D DEACON CORPORATION _ Sub Contractor: Concrete Supplier: WILSONVILLE CONCRETE_PRODUC Truck No. -__ 46 Ticket No. — H07022 Cast By: _ E . BUSCH Cu.Yds. _ 49/SQ_ Load No.7- OVERCAST59 47 Weather _ —_ Temp.High: Temp Low _ovation of Placement SLAB ON GRADE 3 THROUGH 6 AND 6 THROUGH F "SAFEWAY STORE" Test Time: 9: 35__-___ Concrete Temp 79 Strength Requirement: 3500 PSI O 28 days Slump 4 Cement Type I -_- 3555W/II3/4" Mix No No.Sacks _______—_____ Alr Content —Max Aggregate Admix.Amount __Brand.F I BERME SH Admix.Amount: _ Brand: Set Test Register Date Date Total Unit Report Tested No. Days Number Rec'd Test Load Area PSI No. By I 7 7796 11/20 11/24 90,372 28 .21 3200 JB 28 7796 11/20 12/15 126 ,560 28 .22 4480 JB 28 7796 11/20 12/15 123.200 28 .22 4370 JB 28 7796 11/20 12/15 120 ,620 28 .22 4270 JR temarws cc : 5 D. DEACDN_CORPORATION SAFEWAY STORES INC - CITY OF TIGARD MPR ARCHITECTS ntormallan contained herein is not to be reproduced,except in fu1,without prior authorization from this attics Construction Inspr_ction & Related T=ts ,arlson Testing, Inc. c..eotechnico: Ctsulting i( QRT 0F6X 12 CONCRETE TEST SPECIMENS P.O. Box 23814 Tigard,Oregon 97281 est Methods: ASTM C172/C1231/C39/C31/C1064/C14:3 Phone(503)684-3460 FAX N 684-0954 rate Molded 11/17 _, 19 95 Job No. 9.:1;-4145 Permit No: — Tient STERLING DEVELOPMENT Cu - EFF RA. 1;Nr 7_Sri1 NP S D` 00/ roiect. TIGARD PROMENADE 5 t f'r?S- Golly ddress TIGARD OR ontractor. S D DEACON CORPORATION Sub Contractor' .oncreteSupplier: WILSONVILLE CONCRETE F'RODUC TruckNo. 46 Ticket No. H07022 -ast By E . BUSCH Cu.Yds. 49/50 Load No.7 OVERCAST 5'4 4eattrer - ——_ Temp.High: -- ._Temp.Low. SLAB ON GRADE 3 THROUGH 6 AND G THROUGH F ocation of Placement: -- -- "SAFEWAY STORE " Test Time: i.-'i 5 — Concrete Temp 79 3500 .trength Requirement PSI 0 `� days Slump 4— Cement Type t — I 3555W/IV {%q „ fix No/No.Sacks — Air Content Max.Aggregate — f'IBERME SH dmix Amount. Brand. Admix.Amount- Brand: — Set Test6 Register Date Date Total Unit Re ort Tested Na Area Days Number Recd Test Load PSI o. By I 7 7706 11/20 11/24 90 ,372 ;'4, .21 3200 313 28 7790 11/20 12/15 28 7796 11/20 12/ t r, HOLD 7/96 1.1/20 -- ------ emarks Ct_M It DEACON C.ORI_ORA 11Liri ,i)l I_WA..1 UR . S 1N CITY OF TIGARD MPF ()Rt HI TECTA, __. --- 'formation contained herein Is not to be reproduced,except in full,without prior authorization from this office. Iwo Construction Inspection& Related Tests Carlson Testing, Inc. Geotech,dcal Consulting P.O. Box 23814 November 16, 1995 Tigard, Oregon 97281 495-414 5 .C T I Phone(503)684-3460 Pe rmi t No. FAX (503)684-0954 faun- 01,6 1 rUr1s0/001 s I - _sao FIELD INSPECTION REPORT DATES COVERED: November 14 . 1995 PROJECT: Tigard Promenade ADDRESS : Tigard, OR INSPECTOR: K. Thrall ♦11-14- 95 : CT1 representative inspected rebar in CMU walls at H line and 2. 5-00 including line 00 , prior to placing 6 1/2 sack Kurtz Mix grout; at the 8' -12 ' lift . All rebar met specifications . •341 1.400 Our reports pertain to the material tested/inspected only. Information contained herein is not to be reproduced, except in full , without prior authorization from this office. If there are any further questions regarding this matter, please do not hesitate to conLact this office . Respectfully submitted, CARLS N TESTIN Do glas . Leach P esident KT: eah cc : Sterling Development C . - Jeff Rasak SD Deacon Corporation City of Tigard MPR Architects • Construct9on Inspection de Related Tests Carlson Testing, Inc. Geotechnical Consulting P.Q. Box 23814 November 16 , 1995 Tigard, Oregon 972e1 ♦9 5-4 14 5 .CT I Phone(503)684-3460 Pe rra i t No. 4,0 FAX(503)684-0954 FIELD INSPECTION RE?ORT BU P- 03110 1 git(JgS lOLMOIC it ^J5-60 DATES COVERED: November 13 , 1995 PROJECT: Tiga-d Promenade ADDRESS : Tigard, OR INSPECTOR: G. Watson ♦11-13-95 : CTI representative inspected 8" CMU Line 2 . 7 to 8 grid B 8 ' to 12' , Line 2 . 5 to 4 , grid H 8 ' to 12 ' , and Line 0 . 0 grid G to H 4 ' to 8 ' . Masonry construction inspected this dace conforms to the approved project plans . Wilsonville concrete supplied 6 cubic yards of 6 1/2 sack 3/8" grout mix. Grout placed at a free flowing slump and consolidated. ♦415,1,400 Our reports pertain to the material tested/inspected only. Information contained herein is not to be reproduced, except in full, without prior authorization from this office . If there are any further questions regarding this matter, please do not hesitate to contact this office . Respectfully submitted, CARLS' TEST ►o ' las W. Leach Pr •sident GW:cw cc : Sterling Development Co. - Jeff Rasak SD Deacon Corporation City of Tigard MPR Architects I Carlson Testing, Inc. Constructs:m Inspection 6 RelTests Related Geotechnical7Jetins REPORT OF6X12 CONCRETE TEST SPECIMENS P.O. Box 23814 Tigard,Oregon 97281 Test Methods: ASTM C172/C1231/C39/r31Lf 1064/ri43 Phone(503)684-3460 FAX#684-0954 Date Molded 11/16 . , 19_..2.5__ Job No. 95-4145 Permit No: diaellerCialtrAileile- 4014/ client _ _ STERLING DEVELOPMENT CO _- JEFF RASAK _ BNPgr 031(./( #P lt-/&YL1o/ i r4r ooh Project. _I I CARD PRC]MFy [�F---------.---- -- ---, - Address: — T IGARD OR --- ___-- Contractor S D DEACON CORPORAT ION __— Sub Contra„for -- — — Concrete Supplier: WILSONVILLE CONCRETE PRODUCTruck ho _43 Ticket No 10601 Cast By T_,_VANN -Cu. Yds. 23_1/2-7 Load No4 Weather —_---OVERCAST --�— -_ Temp.High b9 Temp.Low: 47 Location of Placement SLAB ON GRADE BETWEEN 8 AND C LINE AT 2 .4 TO 5 .0 LINE "SAFEWAY" ____ Test Time: 7.50 Concrete Temp 76 Strength Requirement. 3500 __pgl• 28 —days Slump 3"_ _ Cement Type Mix No./No.Sacks 3555W/$ Air Content Max.Aggregate 3/4" _ Admix Amount Brand:FIBERMESH _ __Admix.Amount: _ Brand: Set Test0 Register Date Date Total AreaUnit Report Tested No. Days Number Recd Test LoadPSI No. By I 7 7711 11/17 11/23 98 ,876 28.27 3500 38 28 7711 11/17 12/14 121 ,020 28 .39 4262 38 28 7711 11/17 12/14 126 ,16028.39 4440 JB 28 7711 11/17 12/14 126 ,850 28.39 4470 .1B flemarks cc: 5 D DEACQN_CORPORAT ION SAFEWAY STORES.INC .__ CITY OF TIGARD MPR ARCHITECTS • Information contained herein is not to be reproduced,except in lull,without prior authorization from this office Carlson Testing, Inc. Construction Inspection 6 Related Tests Geotechnical Consult.n REPORT OFhX 12 CONCRETE TEST SPECIMENS P.O. Box 23814 AST C172/C1231/C39/C31/C1064/C143 hone(503)684-346 ard,Oregon 97281 fest Methods: Phone(503)684-3460 FAX I 684-0954 )ate Molded: _ 1 1./16 , 19 9 5 Job No, '?5-4145 _ Permit No. -- -- 3r/9 aient: ___ STERLING DEVELOPMENT CO - JEFF RASAK -__ayPqi,'- 03/(0//itiPe inyAt/ ,rgect. T I GARO PROMENADE 4 /7-43-_ 00y >ddress: tIGAR(� Cllr ,— -- — — ;ontractor D DEACON CORPORAL ION __Sub Contractor: ;oncrete Supplier IJ I L SONV I LLE CONCRETE PRODUC Tnrck No -_'i__'- ____Ticket No. 10601 ;ast By --1— VANN Cu.Yds. -- �— — Load No`1— — — — OVERC:AS1 `.r'7 4 Neather — —___-- --__-- Temp.High. _Temp Low: S.LAI-1 ON GRAf1E BETW. EN B AND C !. INI Ai . .a lit r, .0 I (NE .ocetlon of Placement — — --- "SAFEWAY" Teal Time: i- . . Concrete Temp 4500 ,',< z„ ihenyth Requirement --- .PSI 0 -----days Slump __ _ Cement Type 355514/tt7 i/•l " j Mix No./No.Sacks — Air Content Max Oggregatn >rtmix.Amount __—____Brand:F _____ _Admix.Amount: _. ___ . __Brand: Set Test 0 _ Register Date Date Total Area Unit Report Tested No. Days Number Recd Test Load PSI No. By 1 7/ I I 1 1/1% 1 1 . .= i '48 ,t_, . .:l; .:'/ '3._-,00 JP — -- --- , H '111 11/17 12/14 -' 11 1. 1 .'17 12/14 {{ail. LI!l 1 I 11 /1 / ---- . 1 } 1 II I. . l -- - temarks ' ' - r I '') , ' ii I- I ii'r r I I ' til r ti ' (Jill I ,!1-.4 , I N(. I I I i t,, ,l I t lit t III IF r I '. Mormat$on contained herein is not to be reproduced.except in full.without pnor authorization from this office Carlson Testing Inc. onst.uction Inspection f' Related Trysts Geotechnical Consulting REPORT OF6X 12 LOW RE T E TEST SPECIMENS — — P.O. Box 23814 Tigard,Test Methods: ASTM C172/C1231/C39/C31/C1064 Phone 68n 9346t _._ Phone(503)684 3460 FAX 11 684-0954 Date Molded: 11/16 , 19 95 Job No. 95-4145 Permit No: 4WD Client STERLING_DEVELOPMENT CO - JEFF RASAK __-_ iA_NZ-01ito`BAParinyen-1. 1r- Prr>lect T!GARD PROMENADE --- - 0 11 Address T I GNRD OR - -_- 5 D DEACON CORPORATION Contractor __—____ _- Sub Contractor. --__ Concrete Supplier WILSONVILLE CONCRETE PRODUC Truck No 53 _ _._Ticket No. - 06932 _ Cast By -- T . VANN Cu Yds. — 9 1/2 . Load Load No _-_-- _._--- OVERCAST 59 47 Weather — — Temp High. ----Temp.Low Location of Placement. SLAB ON GRADE BETWEEN D AND E LINE 2 .4 LINE 5 .0 LINE Test Time 10:00 Concrete Temp 80 Strength Requirement 3500 _PSI 0 28 days Slump Cement Type 3555W/a7 3/4" Mix No/No.Sacks —---- Nr Content — Max Aggregate FIBERMESH Admix Amount: Brand: A,trrux.Amount: _-- Brand. Set Test. Register Date Date Total Area Unit Report Tilted No Days Number Rec'd Test Load PSI No. By II 7 7710 11/17 11/2-i 76.728 28 .27 2710 38 28 7710 11/17 12/14 112 ,220 38 .39 3950 38 28 7710 11/17 12/14 114 ,690 38.39 4040 3B 28 7710 1 11 .17 12/14 116 ,770 28 .39 4110 38 7emar6,, cc : S D DEACON CORPORATION SAFEWAY STORES INC_.__ CITY OF TIGARD ` MPR ARCHITECTS - ---- reproduced-- --------- l'' information contained herein is not to be except in full,without prior autnorizatton from this office. - - r-- • Carlson. TestingConstructionInspection & Related 'Tests , Inc. Geotechnical Consulting REPORT OF 6X12 CONC.*E I E TEST SPECIMENS P 0 Box 23814 Tigard,Oregon 972.11 . rest Methods: ASTM C172/C1231/C39/C. 31./r 1064 Phone(503)684-3460 FAX 0 684-0954 )ate Molded: 11/16 . 19 9i.-, Job No. .-)!.,• 4145 Permit No. --- 11,ent STERLING DEVELQPMENI CU • .-JIFF kA7.,A1% aNPgr.-031(. /(34lo1S/ pte60/ 'roject. T IGARD PROMENADE _. 5 I r4r-0p - Address T I GARD OR :ontra�tor S D DEACON CORF'CIRAIION Sub Contractor :oncreteSupplier WILSONVILLE CONCRETE PROUD' Truck No Ticket No " cast By: _ r . VANN • • Cu Yds ' 1 Load No OVERCAST 4 Neether -----------.—-- Temp High Temp Low SLAB ON GRADE BL I W i2.P1 i) ANl r E 1 INC. .' .'+ LIN; . ., , I I HI _ocatlon of Placement ----"SAFEWAY" Test Time 1 U0. Concrete Temp ►r 3500 Strength Requirement PSI 0 days Slump Cement Type - -- ic,c,c44/147 1 'Aix No./No Sacks Air Content Max Aggregate I- Ii3f_kML Admix Amount. _ 911114: — Admix Amount fl,arrcl Set l Test IL Regictrrr Date Date Total Lod Report tested No. Days ".,mbrn Rec'd Test I oad Afea ►':.,I Nr, By 11 7 7710 1 1 '1% 1 1.'. <'>t .n4 ..: ' , i 1 k' L. 28 1110 11/ 17 I.. • 28 7710 11 , 17 1 4. HOLD 7110 1 1 .' 1 7 ----—- .--- - -1 -- I laments. c-C_ 1) 11L1^1. ,i' ; ii I fl 111' I 1(,.)1.1 , MI•'f: AR' H I I L I I 'Mormetion contained herein Is not to be reproduced.except in NIT without prior a,ithonzahon from this office a' ('onstnictton Inspection&Related Tests Carlson Testing, Inc. Geotechnical consulting P.O. Box 23814 Tigard. Oregon 97281 Phone(503)684.3460 FAX(503)684-0954 November 14 , 1995 •95 - 4145 .CTI Permit No. Bt1EA'5�-834-711-8 11uP - Crag.' 13a Pcm) 0 4U0 13,T-.1Vb) FIELD INSPECTION REPORT DATES COVERED: November 9 , 1995 PROJECT: Tigard Promenade ADDRESS : Tigard, OR INSPECTOR: K. Thrall •11 -09-95 : CTI repres( ntative inspected rebar in CMU walls at the following grids : B and 2 . 5-8 , 4 ' to 8 ' ; H and 6-8 , 16 ' to 22 ; and G and 3 . 5-00 , 4 ' to 8 ' . All rebar placement met specifications . •to 14G) Our reports pertain to the material tested/ inspected only . Information contained herein is not to be reproduced, except in full , without prior authorization from this office . If there are any further questions regarding this matter , please do not hesitate to contact this office . Respectfully subs - tted, CA LS T STING/ INC . /, o las . (,each Pr sides T:mm cc : Sterling Development Co. - Jeff Rasak SD Deacon Corporation City of Tigard MPR Architects Carlson TestiConstruction inspection 6 Related Tests ng, Inc. Geotechnical Consulting iEPORT OF'-'..` t' C ON( 1 1 TF TEST SPECIMENS — — P O. Boz 23814 Tigard,ASTM 1'172/C12--il�t i`-+� ( <I i ) .i Phone(503) rest Methods: Phone(503)684-3460 FAX N 6840954 )ate Molded. I 1 ]4 _ , 19 ___: Job No Permit No! �1`, �� ;tient. I (_R1.1Nt) hL.VI. I tib'Ml N1 i , ' I: ' !, i .t RgiPgc-_03/4/I3 4P 95/0 yep/ I 'rotect 1 1(Ak(1 I'ht'ME NAP/ '.1/7 ''s - 60 -1Y >ddress f 1 tir�RC1 OF ;ortiractor _ l lit (rl UN t.UI0F'U►_i>1 I i I J Sub Contractor ;ortcrete Supplier W 1 L _�UNV 1 L LE 1.UN'..I a I I 11-a it ii '' Truck No {•r Ticket No t It.r' ,r' :ast©y 1' . WN 1 T E Hk Fah _- Cu Yds Load Nod • (IV! ht 1 '. I !.,t .ir• Neather ._. - _ Temp High Temp low ' .rul' ( WWI " '.111i tiro i,',r,l '1 10 : 1 HO . I IIS 1 . ill , 1,1' ' , I11 ocation of Placement - - --- I NI ' • • Test Time Concreto temp i I , I ' itrength F equuemer,t PSI U days Slump Cement Type 1 Aix No/No Sacks Air Content Max Aggregate I I ; ; rt; . i >dmrx Amount Brand Admix Amount Brand Set Testa+ Register Date i Date Total Unit I Report I Tested No Days Number Rec'r1 Teat toad Area PSI I No I By f 1 , !i . 1 It, I' i . i (emarin; • t i nlnrmation c lc.doted herein is not to he teprnrfuced,except in full,without punt al thnnt:.tio•i Inns!!tits oflire -r Constructtam Inspection & Retat d Tests .�arlson Testing, Inc. Geotechnical c-orrsutrin$ I PORI OF6X12 CONCRETE TE$1 SPECIMENS � P.O. Box 23814 Tigard,Oregon 97281 est Methods: ASTM C172/C1231/C39/C31/C14_ 3 Phone(503)684-3460 FAX N 684-0954 rate Molded: _—_ 1 1/14 -- . 19 95— Job No. _95-4145_ Permit Nae E v 411 liana. —__STERLING DEVELOPMENT CO - JEFF RASAK am P lw.,f..):11_____IliutFiriovooisirt. I roped TIGARD PROME NADA - 00 )-y ddress TIGARD OR onhactor. _ 5 D DEACON_CORPORA 1 I ON __ Sub Contractor. ----. — oncrete Supplier WILSONVILLE CONCRETE PRODUCTnjCk No 3=� Ticket No — HOb777 ast Ely D . WH I I EHE AD---_ —Cu.Yds. _ 4 6/90--- Load No ; Mather Temp.— — -- - — h0 4t. Temp.High' V Temp.Low icationMPlacement "SAFEWAY" - SLAB ON GRACE BETWEEN LINES D TO E . 3 TO b SOUTH END II Test Time / :4Concrete Temp: Ef 1___--___ I +`,OU .'r, •i I ,,.," I ,I 1 trength Requirement PSI 0 days Slump __ Cement Type ___-- 4555W fix No./No Sacks _-- --Air Content — Max r,ggregate F I BE RML SH dmix Amount —Brand --- ._--- Admix Amo, nt: - .Brand: _-- Set Test 0 Register Date Date Total Unit Report Tested No Days Number Recd Test Load Area PSI No. By 1 't•I4 11/ 1 . 11 /.' 1 • 4 .`;<.' 28 .24 'i.' 10 1H ?8 7r,1'4 11 /1`-, 1 2/1 . , , - ----------. ---i 28 % -•14 , 11 / 1 `-, 1�'/' HOLD] 'r-, I ,i I I . I L. • I I emarks r-` _, U Iii Ill I ii I i iI.I .i ri- I I i ill „I I .4., . 1 J li,i I I li I I I r 1I I Iiir'iFli MI't (1W HI 1t , I ' h,rination contained herein is not to tie reproduced,except in lull,without prior authorrtation from this office Carlson Testing, Inc. Construction Inspection & Related Tests Geotechnical Cous•eltin8 REPORT OF6X 12 CONCRE TE TEST SPECIMENS --- P 0 Box 23814 Tigard,Oregon 97281 Test Methods: ASTM C172/C1231/C39/C31/C143 Phone(503)684-3460 FAX a 684-0954 Date Molded 11/14 19 95 Job No 95-414 r, permit No: i STERLING DEVELOPMENT CO - JEFF IIASAI > aient — - - - - - eUT 4S - 03“. 134P/C/01(60/ -Nowt TIGARD PROMENADE 5 t7' 9S- CICS 1L! TIGARD OR Address S D DEACON CORPORATION :;entractor - __- -_ __-_Sub Contractor: .. WILSONVILLE CONCRETE PRODUC 39 liut.„'<< ' :.oncrete Supplier: ___.-.._ Truck No ticket No U . WHITEHEAD 52-/90 ,est By __ - —_— Cu. Yds. ---------_-_-_-- Load No.- OVLR. (-151 60 46 Neather __ ..-_---------- Temp High --- _Temp Low �- _____ "SAFEWAY” _. SLAB ON C,RP1-E Oil WLLN LINE!:, E-.0 . i tO 6 , NOR 1 H END j _matron of Placement —_-__- _.._ _- .r ,r _ _ Test Time __ Concrete Temp 3500 .'?< 1 " I , I I Strength Requirement. -______ PSI 0 days Slump Cemeiit Type i55F1W , .i Mix No./No.Sacks Air Content - Max Aggregate F IBERMESH Admix.Amount Brand. _ . Admix Amount Brand Set Test0 Register Date Date Total 1 Unit Report Tested No. Days Number Recd Test Load Arna PSI No By 11 7613 1 I 1 ', 1 1 I )'! ••I l r• .:'N .:'4 t%trio !I, , )t /61 .i i 1 1 ; I '. 1 . I ' Iit)LO /6i t I 1 I ' I • . larva ks , , : , I) lit r'0 i ifJ I iii .1 a l i t.• r • • i l '1 I ;, I I I r ill 1 J t,rit I III'I,' i'1I-'1 III I f I I '• nformation container)herein is not to he reproduced,except in full,without prior authonratiot horn this office L IN 'MI Carlson Testing, Construction Inspection £t Related Tests Inc. Geotechnical Consulting iEPORT QF 'X 1 .' , 11NI. td- I L TEST SPECIMENS P O Box 23814 Tigard,Oregon 97281 I fest Methods: A':.rj_1 I '.' 1 1_. 1 , i i , . 1 I 1 .1 Phone(503)684.3460 FAX 0 684.0954 )ate Molded: -----1- 4- --- , 19 • '.' - Job No. I ' Permit No ;Sent: — :,11..1.1 Ilai, l'l CJI 1.'.'1.11i HI I i1 11 1 I I•: r' .,.,r 311P9S"-63/1;/4i/Pys Al/00/ 'rolect: I 1(,riRi I I'pi'Ml r'Wit e, 17e7.7 — Q61EJ Address r .t t.,r tI l' i'h -- . --------. ;ontractor 11 I IE /�LI1IV t{�{'l IKr`i 1 I r 111 :At'Cnr,trarI r ;oncrete Supplier IA 11.`_UNV 1 L L.t_ ii OW 14 I L. I'h'I 11 It II Truck No In kit No _.._1101:6/17 .'ast By: _ _-- - U . WI E i I LI II i il..1 _ -- —__— - Cu Yds load No (JVW k(..r 1'.. I , i , .l r Neather: ---------------._.— ---- -------- --_._.--- Temp High temp Low _ "`-•!+l- F. 4i'a'i " .L At.1 1 IN (,I:01'1 Eft I WI-I-N I I NI . I, II , I , i III ,. ,i r(I I ii .ocationol Placement . ------ - -----.__ ----•-----..--_---._- I !Al Test Time ' _. Concrete Temp ' itrength Regr�irement PSI 0 . days Slump4 1 Cement Type ' 1 I Nix No/No Scr_ks Air Content Max Aggregate Admix Amount Brand l 1 f 11 i Admix.Mn0111* _--. - Arend ____ Set 1 est SP Register Date Dale Total AreaUnit Report Tested No. Days , Nt. nber Rec'd Test LoadPSI No. By I I I I I I '. 1 ; 'I ; ,4., A; 1 .. . I •, 11 . 'r 1 .1 I I 1 '. ._r. , t.'i'..- ti , ,, .1.1 :i'1 III I1 1 1 I '• I i '. ..'1 1, ,'1,i , '(! 4 .<. iii 11 I I ;I I I i . / I I .I .Ja , :. . As4II) II • f 1 } II ' iem:nl ' 1 III , • u 1 , , ' I .1 ' I 1 . I ' 1111 ' I I , I I ,,. J 'I I! . ill I I nformation contained herein is not to be reproduced.except In full,without prior author'.ohm from this office Carlson Testing Inc. Construction Inspection & Related Tats Geotechnical Consultrn: iEPQPT OF X 1 1 I TEST SPECIMENS -- --- -- P.O. Box 23814 Tigard,Oregon 97281 -est Methods: A`.1 M t 1 l.' 'c- 1 ..' {1 A. {'i!t t 1 t 1064:'� 1 '� < Phone(503)684-3460 FAX M 684-0954 ' r, _rl 1,i r, r dI: ,.--r`L�t''� r A.�v�— /etc Molded —�_ '_� .-,,, , ____._ , 19 Job No. Permit No _- ,lent ':' IE_I.l INi, I)1 VI-.I_l.tl-'MI_ NI i- ii I1I f- RA'=,AN, 3tip45--- 63/14/ ii/ r /D yyod) project 1 1 t-,Aku PRONIE.NAVE c2 / 79 - 00.34/ lddress —_.1.t i.aARCI OR -- . _ I' I if'lit_I iN I UF:f'ltk( I 1 LIN :ontractor __- _ __ . Sub Contractor W 1I.s±Nv I t I_E LO�I f:E. l I. ['RUDD( 'I' or - I r :oncrete Supplier ____.__�____ _—_ Truck No Ticket No. ;est ByG . WAf`,ON 1 --- -- — -- Cu Yds Load No. — — IIVE. Ut A-, I r, 4 1 veather _ lamp High Temp Low. . "=,1- AR t,U 11► h in I F I I NI- / .t+ ocetion of Placement "`-,f)1 I WWI' r,'r Test Time' Concrete 1 emp itrer,gth Requirement PSI 0 days Slump Cement Type I i, r,',r.t-J r 4 „ Aix No/No Sacks Air Content Max Aggregate 14 alx Amount Brand Admix Amount Brand Set Testria 1 Register i Date Date Total I Unit Report Tested No. Days Number 1 Rec•.i lest toad tl PSI No. By 11 ii ii . . ., r 1 4 i.iil II: I I I .1 I . 11 I . 1 r,,, It, I I I ,1 I . ' I .i. It lernark� I III' i I 1 '1 ' Iii I ' I itorrn tion contained Iierein is or it in he reproduced,except in lull,without prior authorization tr[1rT1 this.nthce \ i Construction Inspection 6 Related Pests Liarlson Testing, Inc. Geotechnical Consulting lI t, ORT OF COIJ_ 1 EST SPECIMENS P.O. Box 23814 Tigard,Oregon 97281 est Methods: ASTM C171/C 12;{1/C:39/C 31/C10E,4/C1A3 __— Phone(503)684-3480 FAX N 684-0954 _.---1 1/1_3 -- -- 'o'.3 95-ala ti /ate Molded _ , 19 --- Job No. Permit No: 4140)- nem 5TURL [Nig DEVELOPMENT CO I(-1-1- RA:,AK 73Np 9S - b31L/i3kP'1S/byo0/ rolect TIGAki) I'}'ROME NAM: e7 I/ 95`(X)S`c tigress _-- I [GARD OR S U DEACON ( URI'(II-;r^r1 IIIN :ontractor SubContrector -.. .. oncrete SupplierW I I '.:,UNV]LLE. C.ONC RL I L F'IiUDUL '�'. 1o.1 _. ._ Truck No. .Ticket No. G . WA[5UN _Cu.Yds. - / Load No.3 east By .. --- ------ OVERCAST ' r 41 Mather ____ ._ _—_-- Temp.High Temp Low SLAB GRID F fp F. L I NL 7 .2 ocation of Placement: --------- .-- '.:.Arl WAY" ,1', r,`l Test Time: Concrete Temp 3500 .'1' 11,1 " 1 •trength Requirement _ -- PSI d days Slump Cement Type I 1 / 3`,`i5t1 '-'4 " lix No/No Sacks ----- Air Content Max Aggregate dmix Amount Brand Admix Amount _ __ Brand Set Testa/ Register I Date Date Total Unit Report Ieste(l No Days Number Recd Test Load Ane J . PSI No Py I / ' 1 Irl I I ' ''I i I < :I- . i ill IA 1 1 • •>, irI . 1 '1 , . i ' I II, '1 Ii '',r:i i ' , I' I it ii; I ' I ' i in I 1•IY i i . I ; ii:l 1 I i' 'Ii I (d H , II i 'formation container)herein Is not to be reproduced,except in full,with<sit Prior authornahim from Ih!s office Construction Inspection & Related Tats Carlson Testing, Inc. Geotechnical Consulting REPORT OFi'X 12. LI()NCR! 1 TESTsSPECIMENS P.O. Box 23814 Tigard,Oregon 97281 Test Methods: ASTM C172/C12 1/C39/131/C1064i(. 14i Phone(503)684-3460 FAX II 684-0954 Date Molded __-1 ./1 il , 19.-__`-'__ Job No '''. '( 1'I'' - Permit No; 44.11, :hent 11 1•I 111. , HI ...it. I. OPMEN1 ( () 11 1 I I, 0764P9S - 031(4, /l3un'7S/01104/ Project I 1 UAW i I'ROME.NALDI 'cj IT 9S —06.)11 Address I Iinil:ln UR Contractor It UE_A(.ON (. 1ikl'U1:ri I 1 Ohl Sub Contractor Wil_1EiONV 1 I_L E. I.UN1. 1�E I l I 'I I [i1 11 Truck No '( ' Ticket No. 06716 Concrete Supplim __...- .- .cast By. -- I , . I-li i 1!Di h1 Cu Yds. -/- Load No./ OVER(.(i ,1Temp.High: kik,— -- - Temp Low: 11 Weather _ ... `,LAti (;1' 1(1 ll 111 I 1 I NI ' .1; _ocation of Placement. ... ,AI 1 tth'i i - --- Test Time Concrete Temp Strength Requirement PSI 0 days Slump Cement Type Mix No/No Sacks Air Conh,nt Max.Aggregate Admix Amount Brand Admix Amount Brand: -..--- Set lestO Register I Date Date Total Area Unit Report Tested No Days Number Ruc'd Test Load PSI No. By 1 1 I I l 't I I 11 , ,i,`. 1 4 11 I i (11 11 I1 I I 1 . li•ii,i,► information conlainnrt hnrnin is riot to tip ippiutlutpil VIII„l,l in full w,ihnul porn,nith',nJ,ilum how i Ihr,n1111 i, Carlson Testing Inc Construction Inspection & Related Test Geotechnical Consultins REPORT OF6X 12 C CONCRETE TEST SPECIMENS P.O. Box 23814 Tigard,Oregon 97281 Test Methods: ASTM Cl 72/C 1231/C3'4/I:.:31 /CA 064/L 143 Phone(503)684-3460 FAX ti 684-0954 Date Molded: — 1 1/1 , 19.._1' Job No. ,�'- 41 I `�r' __ Permit No: _AdAft ( 4-12,11-11 Client: 'TERI. ING DEVELOPMENT CO - .1L1-"i F:A'.AK 41 Ir.431i. /AN_Jij'! Project T IGARD PROMENADE 61'I�/ 5/T.- n0 Z 7 Address: 1 II:;Al2n OR -- -- (.-, D DEACON CORPORA( ION Contractor: _—_— — —______— Sub Contractor Concrete Supplier: WILSONVILLE CONCRE.IE_ 1-'kULA.lc Truck No. ___4`> ticket No ___10408 Cast By: __—_ G . WATSON _ Cu. Yds, —__/ Load No.- OVERCAST Weat,ier: --- — __ _Temp High: 't' :temp.Low: A 1 SLAB r;R I O F ' I I= I. INF / .,. Locatlon of Placement: --- ---- -- — "SAE-EWAY " _ . Test Time: 7 :4% �' �_____ Concrete Temp. __._..—_. Strength Requirement 3S00 __ PSI 0 `R —days Slump 2 (/n Cement Type 1 1I/35!',5W T/4 „ Mix No./No Sacks —_Air Content _ Max.Aggregate Admix Amount ____ Brand: _______ Admix.Amount —._ . _ _Brand: Set Test@ Register Date Date Total Area Unit Report Tested No Days Number Recd Test Load PSI No. By I I i i .l 1 1 'i , IO ,e1< ,,'1 4/iN II . ,'F1 Suit, i.)I • I .1 I ', I , ,H50 .,ti ..' . 414I (1 Ili .'14 /t,. 1-, i r I I ,1 I ,Ii. „ „ . ._'l% ..- ; el'r'it) It. 1 1 ,'1. ",Ilr. i .rl I I I , I : 44 ,. .'i, , 11 1 ',t ' I f , Remark., 1 I. , r 1 I . It , 111 I J ' III , , , 1 Information contained herein is not to he reproduced,except in full.withniit print authoritnt.on Irom this office • Construction Inspection&Related Tests Crarlson resting, Inc. teconsulting P.O. Box 23814 November 10 , 1995 Tigard,Oregon 97281 ♦9 5-414 5 .C T I Phone(503)684-34660 Permit No. 4111 ) FAX(503)684-0954 pup -0-anDjAup.icIOctoa i srr-.asto FIELD INSPECTION REPORT DATES COVERED: November 8 , 1995 PROJECT: Tigard Promenade ADDRESS : Tigard, OR INSPECTOR: G. Watson ♦11-08-95 : CTI representative completed inspection of 8" CMU construction 22 ' to 26 ' grid H line 6 to 8 . Reinforcement conforms to approved project plans . This area to be grouted on a later date . •415.1.100 Our reports pertain to the material tested/inspected only. Information contained herein is not to be reproduced, except in full , without prior authorization from this office . If there are any further questions regarding this matter , please do not hesitate to contact this office. Respectfully submitted, CARLSO TE TING, C/ D ug as W. Leach re . dent G :cw cc : Sterling Development Co. - Jeff Rasak SD Deacon Corporation City of Tigard MPR Architects Carlson Testing Inc. Construction InspectionRelated Tests Geotechnical Consulting REPORT OF(L'X12 CONCRET: TEST SPECIMENS PO. Box 23814 ASTM C172/C1231/C39/C31/C1064/C143 Tigard, Oregon 97281 Test Methods Phone(503)684-3460 FAX 11 684-0954 [)ate Molded 11/09 , 19 95 95-4145 Job No. 95414j -- Permit No: - 4 Client STERLING DEVELOPMENT CO =_1EFF RASAK ___ ftQqs'"' U31( 1,eatiPsx-laydo/ Project T IGARD PROMENADE _ — -- 5 1T - 1 S-co 0 -- TIGARD OR Address - _ - -- -- - - — $ 0 DEACON CORPORATION Contractor _- -- -Sub Contractor. WILSONVILLE CONCRETE PRUDUC Truck No '_j___ _ _.__ TlcketNo. _G10305 Concrete Supplier: — - -- _- K . THRALL Cast By _ .- Cu.Yds. __—.1 1'-. Load No.4 -- RAINY 56 42 Weather ___ ------- ---- - Temp.High: — _Temp.Low: SLAB ON GRADE SOUTHWEST CORNER F-' Location of Placement ---- - - --- — -- -� Test Time Concrete Temp _ 3500 ,.il 4 1/2" I Strength Requirement PSI 0 (lays Slump _ Cement Tyr r IV/3555W 4/4 " Mix No./No Sacks - -- -__--Air Content --- Max.Aggregate - F IBERME'>I I Admix Amount ._ Brand. __. Admix Amount - —_ _Brand Set TM1• I1egister Date Date Total Unit R•Fh.A Tested No Days Number Recd Test Load Area PSI No. By I 1+�.' 1 1/ 10 1 1 .' 1 i •->+ . . 1 3-.44D JR ---+--------- - --- ,,,H 748: 11/10 1.'/C 't• .. l r,1:, .'>1 ..'% '1 U) 18 '+4 A>:, ' 11/10 12/C 4 .IB ••1i '.1;;. I1 /10 1 . 4r,'#0 10 1 I I it 1 iit '1 'iII'.i1 I 1i.1 „I , I nit 1 ill ' lilt Iii i i'I 1 1 i 1 1 I ' u 11 I ' r11 'I 1, 1 II I l Inlrxrti'llam rontanval herein 15 not to tie reproduced,except it ft111.with mit two, .1,i I .„ri Irnm thy.(.II... CCConstruction Inspection 6 Related Tats arlson Testing, Inc' Geotechnical Consulting REPORT OFr'X 12 CONCRETE. TEST SPECIMENS P 0 Box 23814 ASTM C172/C1231%i. "''/C31/C1064/C143 Tigard, Oregon 97281 Test Methods: Phone(503)684-3460 FAX #684-0954 11/09 95 95-4145 -71M11. . Date Molded: , 19--- Job No. - — Permit No: Client STERLING DEVELOPMENT CO - JEFF-RASAK _ _ 8Np2s-D3)cr ilaga.03,,va /_____ "j Protect T I CARD PROMENADE 01-100/ $ t r---. sDO Address: T I CARD OR Contractor _ S D DEACON CORPORATION Sub Contractor WILSONVILLE CONCRETE PRODUC 33 (10305 Concrete Supplier — Truck No --_-_ __Ticket No. K . THRALL 9 1/2 4 Cast By: Cu.Yds. _-_- _ LoeJ No. — RAINY 56 42 Weather: - ------ Temp High: Temp.Low: SLAB ON GRADE SOUTHWEST CORNER E-6 I cation of Placement --- -----_---- 8: 30 5k __. _-. Test Time Concrete Temp 3500 28 4 1 /2' 1 Strength Requirement - __ ___- PSI O --- days Slump Cement Type IV/3555W3/4 " Mix No./No Sacks --_Air Conten) Max Aggregate ---- F IBERMESH Admix Amount - Bond: ._-_.— Admix Amount Brand Set Test 0 Register Date Date Total Unit i Report Tested No Days Number Rec'd Tr'-:t Load Ana PSI No. By 1 7 7482 1 1/10 1 , . i 94 .4Z7 2E1 .24 3340 JB 28 7482 11/10 12/0 21.1 /482 11 / 10 12/0 14111 Ii , /40 11 /10 , 1 i ir'mmk . I 1 : ' I1 Pt (ii IiI1 i Ill•'I'i11,.1'iI I i c •.r•il I WAY STORE' IN( t I I r ill 1 11,ril:l, MI'L' ARI 1 i 1 III I ' Irilnrmatei)contained bnr In Is not to be reprndin'Pd,except el bill vellum!print;illfft)r'zatuin from IMi office Carlson Testing Inc. Construction Inspection & Related Tests Geotechnical Consulting REPORT OF6X 12 CONCRETE TEST SPECIMENS P.O. Box 23814 Tigard,Oregon 97281 Test Methods: ASTM C172/C1231/C39/C31/C1064/C143 Phone(503)684-3460 FAX 0 684-0954 Date Molded: 11/09 , 19 95 Job No. 95-4145 _ Permit No ;tient. STERLING DEVELOPMENT CO - JEFF RASAK 1pf-_Q_)(.. 1 a41'n31 b ![it lroiect - T I GARD PROMENADE 0 5.{00( .5 ( r - 1 O Address T IGARD OR contractor S 0 DEACON CORPORATION Rub Contractor :,oncreteSupplier. WILSONVILLE CONCRETE PRODUC TruckNo 51 Ticket Ne H06637 L'ast By - K . f HRALL Cu Yds. ___ 9 1/2NA -------__- Load No .- ---_-__ — Heather _ RAINY 42 — — __ Temp High .56 . _ SLAB ON GRADE SOUTHWEST CORNER E-6 _ocabon of Placement --- — ---- —- —. - -- Test Time 10: 30 Concrete Temp 72 Time r ,. 1 Strength Requirement — Z500 -- — ------ PSI 0 _-28 days'.lump Cement Type IV/3555W 3/4 " Mix No./No Sacks Nr Content -- Max Aggregate HOT .dmix Amount & :F IBERMESH mix Amount: _ Brand WATER Set Testi Register Date ONe Total Unit Report Tested Area No. Days Number Recd Test Load PSI No. By I I 7 1481 11 / 10 11 /10 a1 .856 28.24 3250 JB X13 /481 11/10 12/0 ' 28 7481 11/10 12/0 ' HOLD i /431 11/1(' II - - Irrn.Mw... c < I lit.At I IN 1 il:c I WI I 1 1 IN .I t ..i,, , • I•, ; r I I I c 1It I I IWWI i MItr Alk( I t 1 I I i I ', nti'mltion contlined herein is not III tie I etifrwIi.i Pit Pxi..pt iii ti di wdhi li ii p11(11:111t11011/311011 11 tt11111 IN.,11M11 e ' l CConstruction Inspection v Related Thq, arlson Testing, inc. Geotechnical t;,onsiutrng IEPORT Or'fi 1 '' CONCRETE TEST SPECIMENS P c) Box 23814 ASTM C172/C1231/C39/C31/C1064/C143 Phone 3) 684.346 n 97281 est Methods: Phone ;503)68 .3460 FAX #681-0954 'ate Molded: 11/09 , 19 95 Job No. 95-414` _ Permit No - 1-All, CO - JEFF RASAr STERLING DEVELOPMENTNP1S - lient. TERL � pail. 1 rim h9.1 ib tI _ ►amt 1 1 GARD PROMENADE — S t r - 5-0 0 1 ddnrss I GARD OR ontrador `' D DEACON CORPORATION• —_Sub Contractor concrete Supplier WILSONYILLE CONCRETE PRODUt_lTn,deNo `: Ticket No _--H066'37 I, . t HRALL Cu Yds - '' I__'' Load No RAINY .ast By RAINY `,F 42 leather Temp High Temp Low SLAB ON GRADE SOUTHWEST CORNER E-r ,icatrori of Placement. - --- 10: p _ Test Time Concrete Temp 4500 I ,trergth Requirement PSI 0 days Slump _Cement Type ic i/4 " 41x No./No Sacks 1\ �� c5 ✓W Air Content Max Aggregate F IBEkMLSII HOT WATER ,d.nix Amo(mt Brand Admix Amowit Brand Set Test I Register Date I Date Total Arca Unit Rpott Tested No Days Number Rec'd T°c, Load PSI y No 11 7481 1 ; ' 1 1 ' ,1 ., , ,1 - q ..i.,''.(1 TB — . fi 7491 11 ' 1 ii 1 i{ -• 4681' JP R 1481 1 ) 10 1 . 448ci JB ,'H 7491 I 1 Ire I . iTE i •I . 11 • ' ' HI i ' i.l , I, I I l , ' d irn.ii iin i.,,,t.,,,,,HI herein is not to be/PIN(11ti ii Mt.Pt,PO 1 in hdi wittM Mit I ii.. .11 itt11 M V.itw in tr(W 1 INS I/MN0 Construction Inspection&Related Tests Carlson Testing, Inc. Geotechnical Consulting P.O. Box 23814 November 8 , 1995 ♦9 5-414 5 .C T I Tigard,Oregor 9/281 Phone(503)6843460 Permit No. Bi3£ f FAX(503)684-0954 7MUP -O3/61 Ru nqs' O11O01St r-�,zU FIELD INSPECTION REPORT DATES COVERED: November 6, 1995 PROJECT: Tigard Promenade ADDRESS: Tigard, OR INSPECTOR: D. Vick ♦11-06-95 : CTI representative inspected reinLorcing in 8" CMU wall G line 3 . 5-6 16 ' -22' top of wall . Loading dock walls 6' to finished floor. 12" CMU wall screen wall G line east side. All reinforcing conforms to plans and specifications . Observed the grouting of these walls approximately 11 yards were placed in wall . 6 1/2 sack Kurtz mix was used. Supplier was Wilsonville Concrete . ♦409.1.400 Our reports pertain to the material tested/inspected only. Information contained herein is not to be reproduced, except in full , without prior authorization from this office. If there are any further que: ions regarding this matter, please do not hesitate to contact this office . Respectfully submitted, CARLSON TESTING C . Douglas W. Leach President DV:eah cc : Sterling Development Co. - Jeff Rasak SD Deacon Corporation City of Tigard MPR Architects • Construction Inspection &Related Tests Carlson Te s t e g, Inc• Geotech'tical Consulting P.O. Box 23814 JOB NO 4 5-4145 Tigard, Oregon 97281 Nov 08 . 1995 Phone(503)684-3460 REPORT OF IN-PLACE DENSITY TESTS FAX (503)684-0954 Client STFRI INI: OFVF1 fPMFNT CC) - -IFFF JRASAh 3. Project TIGARD PROMFNAnF _ TIGARD OR ��P9S' Material Description 3!4"-0_ ROCK FROM TJrARn SAM-) & GRAVFI _ 0311, 5Z7 Max Dry Density 126_7 -lbs./cu ft. Optimum Moisture 1 2 7 % Method of Test AASHTO T-9y Serial # 18312 NUC 3440 — DATE OF TEST % ADJ• ELEV. FIELD IN-PLACE DENSITY TEST NO TEST LOCATION PARTICLES DENS. _ FT. % —WrICu QDAY COMPACTION ST SANITARY SEWER TRENCH -2 ' 1 7 .2 LINE AT 8.2 10-26 8 .7 131 .2 120 .7 95 ST SANITARY SEWER TRENCH -2 ' 2 7 .6 LINE AT 8 .2 10-26 9.6 133 .4 121 .7 96 ST SANITARY SEWER TRENCH 0 ' 3 7 .2 LINE AT D 1 O :7 9 . 1 136 .6 12.. .2 99 ST SANITARY SEWER TRENCH 0 ' 4 7.6 LINE AT E 10-27 7 .8, 137 .7 ,127 .7 100+ ST SANITARY SEWER TRENCH 0 ' 5 5.1 LINE AT E 1Q.27 8.1. 133.2 123 .2 97 ST SANITARY SEWER TRENCH 0 ' 6 7 .6 LINE AT D 10-27 5 .8 127 .0 120 .0 Remarks:: cc: S D DEACON CORPORATION SAFEWAY STORE.- IN( CITY OF TIGARD MPR ARCHITECTS B . O'CONNOR /CW Tested by - - CARLSON TESTING INC. Information contained herein is not to be reproduced, except in full, without prior authorization from this office. Music Perkowitz Ruth Architecture Transmittal Planning To row r.1 14. halo — J -- 5 - G 1 1'-f a F 'i 6,-"- 1�i25 c-,;61 _ -r1 &oa.o , o¢ 617224- Prowl ri r!:r— r, 'JQ o f-1 4 ' o - Job No 13 X 57-22 mop tl ►� _ Regarding � Q lJ cru Q 4'1— (1 F nctosed ,9y Hand 0 Via Mad []Under Separate Cover f l Via - I]Vie Messenger Uescrrptum Il/ ! ❑See Plans C]Shy r Drawings [I Pnnts 0 Elevations ❑SDecdreat on, ❑Mytars (77,"/ ❑Sketches I Correspondence f l Sepias / 0 Working Drawings 0 literature [I Vellums Copies Description I �JTRvc--tial - G�LGtJI� T►��r1� F':z 1OaF7 ��Ali (( marls ,i1041 Thur Request 0 For Rows*ere;^ori w, fl For Distribution I For Your Approval 0 For ' r Usz^ddormehon I For Bidding [1 For Your Srgnatrre ❑'-or Your Fibs 0 Other _ �l�r a-.1 �_t••° I� A 1ZLL7of--- �t'dv u 12 GLr s. Fv r>z >Nop 'I Q," Cg- is'Ot.1SC' I-S / rrr, fors-. �►- Ior.".1 1-0Ai7 ay _ , I Q 4 ts+--117:2Mei-' — cc <-46.K 4 12-1 l'113 �. 'ISO SW Pioneer NO Jg.f Serle Wuhdmlk Cesgon 9filO f113185 MI Fax 503882 3j9R I one Beach CA Sacramento CA w 'NGV - 7 - 9n TUE © : 3n ANF 6. ASSOC P - 02 MUSTL PQRKOMITZ RUTH. 1NL r*se.e:na.e P.6i MPR Architects Sieffuse. RPS�'+VA t"�S ( Stier A) October 16, 1905 • Y pg. 2 CI-T-4,Or14 ) 7, For slab-on-grade floors, the perimeter of the floor shall be Ni insulated with a thermal resietant material, no less than R-4 . The insulatiou shall extend downward form the top to the //bot.tom f the thick ne b (footing) (Section 5303(d)a) . was �Qm i L /f> / a A5. 1 3. Submit completed appiic le Forms 4a through 4j, and required duct iuculation Form 4a through 4c of the Energy Code Compliance Manuel (Revised January 1993) . Fire end Life Befety 1. Openings in exterior walla lees than 10 feet from the property line shall be protected with a three-fourths-hour fire-rated assembly IOSSC, Section 504, Table SA, Footnote 11 . The /I scupper and roof drain openings are not permitted !c•Q- e . acw�� 2, 40A0713 L $/ A,S. . alllownble arts for a Type 5, non•ratcd building is 8 000 square feet (OBsC, Tale SC) . Provide correct allowable area calculattone in project summa i`, sheat II-4, p \3. Plane for high-piled combustible storage must be submitted for re o t i tordene wi UFC, Article Si (see Sheet ST-1) . 4. The main exit of a Group B occupancy ie the only exit Iv permitted to be signed in accordance with 0990, Section 3304(c) Exception 1. Correct Note e o Sheet TS-L Struotuta 5 Alop 4", ,,. 1 1. Provide Sheet l i with datai s referenced on Sheet P-1 (4/92, f1S3, etc. RevlSe4 C PG) 5k41"44/A) 2. Provide structural calculations for the structure. t4 sk-A4 '51A. The design live load for the roof shall not be less than —. ' V•5e d� 12.-1 25 lb. snow loading without deduction. Correct S)et.�iT.- . Rea 1-1.. •'15(�Sf- 11. •ciLi C,i Pie �a�.h IT,-sof Ato,,;m 61 3. Provide confirmation of removal of all underlying land n LASS d 7.1'Pt� divisions of the Tigard Promenade Site. b , A rah. 4 Complete and return the Soils and Structural Special Inspection Forms. br Arct - 5. The awning and its attachment to the building shall :1e l gy ��E� designee Eo resist the total design seismic forces prescribed - in OSSC, Section 2336(b) . submit the engineer's design and • ri�Ta ln�lUOrr O�C� supporting calculat qne. t-��yid SU�n++l� v►��>~c>h,.o� Qkn,«1 (14-A ,t/c�a�tac�•••�• ¢.D re7ISt t A 40-`1..1 ekisign -............,j"-----.., ----..- so Sni. C' {wta0 PrP egel, ;h ossc Sea . OCT-24-95 TUE 1e : ( 1 5r;3682..348 P .0% t + NQ V — 1' - 9a TUE e : 158 ANF e. Pi 3r3OC P - ca a I MUST/. rERKoWT12 RUIM. TNO 0e54e00040 ►.02 1r MPR Architects S im C (4-S fN11'`3e- (S ? L) October 11, 1995 h pg. 2 C;-ird ,Qreto" ) 2. For slab-on-grade floors, the perimeter of the floor Shall be insulated with a thermal resistant material, no less than R-4. The insuiation shall extend downward form the top to the bottom of the thickened slab (footing) (Section 5303 (d)4) . 3. Submit completed applicable Forma 4a through 4j, and required duct insulation Form 4a through 4e of the Energy Code Compliance Manual (Revised January 1993) . ?ire and Life Safety 1 Because of the assumed property line location separating bui)dings to the nest of Grid Line F. the wall from Line 1 to 2.1 shall be of one-hour fire resistive construction. Protection of openings are required. A. Provide a one-hour lire-rated door assembly at Exit D at shop Cl. B. The scupper opening must be relocated to the north side of the wall along Line 2.1. 2, All age ust submitted . for plan ereview for iandpermit oinuaccordance stible rwith mthe be UPC, el. 3. Only the main entrance of each croup S occupancy can be signed in accordance with OSSC, Section 3304 (c) Exception (1) . =rect. Fire motes, Sheet Ta-1. — rs-truotural 5at--/-: 61 • v 2I1� y�,p,0 � l , Provide a completed shear s cwith alculations.ulations.atiOn head IPOfldt^P Welt to those of the eng d ) 2. 4sduction of roof loads are not permitted. Provide a new roof —Rau t, component analysis using a live load of 24 lbs. , not 20 lbs. LL t' Psi Atli- red*, rible- as stated in calculations Sheet R-1. Ali ror..e f Vivi pq L F4+t 9, provide oontinee tion of remove of all underlying land dial" LAS(d _L t- 2 cpc divisions of the Promenade site. by /1, 441 • 4 endpthesand return the structural speci■llosed soile inspection special alc77 Air ep• ion lone T f" - 1-24-15 TUE 10 : 16 301e823340 1). 02 . N'O V - 7 - 9 `S TUE 13 : M6 ANF 6. ASSOC P - 04 5 floe._ 'l�% _1_ ,I,--------- 9?___— i :x 'r�:r are.7464 'a'. ^_ ata■.t :.� 1(':i i Y 1 4eirlp C?R�GO s` O-� o _- plevl S E cf5 . R-i • Shiba Qai'i di airs. Rte- . __ - +.TLk_) • 1 c f Lord : EcaPfIP; ,i.b_pat U 3 0 . Lasalay`.aa L.0 ' 1.. .I-a P1 cad x.0 • t.e ;., lab-lad ta t.0 • Lap Q. Puri ia . 1.K • . i,s . 11.147. for 0.0 psi FfIT� pi,rf - . . - u_ - P I - • . . _ �pp�i �1. ( 6 Awning Po.61,Cc r� �?itd �- Y fa7:' : : Ol .IS.O Pe IJO V - 7 - 98 TUIE 0 : '56 ANF H. ASSOC P - 08 ANF & ASSOES Tri-0191 449-1t97 Jos Ha .`lam - 1''3 - c;to r Art/Rini Structural Entailer. Fax MP 441092 sA t E wa7 clll..r7 Bt..o . C. o,n 7/95 , 9500 Telma!Av.,Sytta 101,n Mosta CA 991731 - ___-_(- R� 4,4 o �a _�_-_ sM, !, o o.__ _ __..-.,-- - - ---i i_y - r__ _�_ use zs psf th des t5n t{;C cluIZoo F 'R r._-Cr-,.-=,. -.. =^„` .0, 6....„,,..0. '�' CD te �� w ;' 6 1.'i�` Imo 32` '� � T5� }� -_-s‘ 1.7-1-14-1 -- ThQ ��, �,,s�� +r�' s�aki% O I b �o ---f1 , _ ic4, t, `J J : span 21 a 143 k3 IAI clt5, IL t . Subpu.-fir, 2�II�c:i j . . �n � r �;� rr ] - tv 2 (5 ) ' 5:)4-10Y d`J Yi1 = 1�Jt 1�`j S�01; rr,...7„ifii_c �; y ; a ; SR--" S --9.rte ^,-.. ` AR 241x tsg i 3 tf. -- - �tB�t ,. - Use. 2 xx 6 N x,}_u o c- RooF GIRDeR L i S PA.vt ` 3 41 k ". 45 C316) 151c L1 mit.3+ Ca I./ IS K VI sp«, it 46 k �38c,ze3y is Use /Gg6J J a 1;74+4 =36.44' k * 13k" Uig' gC SN IK l'J siy,,,•8o,11/ K•33 (MO Ili IIK use 3141J1111 L] s.212,AtOnteAt rat re • w21)(68 CC, m*id'givi-C15r 3R-18 Ott- 44a u•,st W 1.IX Cf. so94 j Ilfi(tlox'15 ^i'l•4,c3a''t m 1`x'0 Ube WtI)(SO =1 14,3 ty, 111 o Ifl w=ldxet SOS t131-1-I Sag 43s use s�bnzl C 2. M 135s +o',E & r 5(,0 -ritt.. goo riz43.sx3w1/e = V-/lc dip.it36o IR?. 4.300 NSe c'tirxizts c-I 04 Io M=g55xifyv - IGiK Sf c.1 use_ 04Ait C•I -` t-4C7V — -7 -- 9 TUE 6 : 7 AN '.r i ASSOC P - Gs t.1 Jou Na 95'133 _ ANF & ASSOCIATES Tel:(511)4011-5111 Ca IA/vnrultinL Structural Inn _„Pae (511)448•5091 ;',.k I • 5!v �_ 191•P__, 12' oats 7(15 9300 Telae Ave- Suite 101, E1 Mania. , ' ' 4••'i'• • A.J,G 4' O X70 sK 1."9 O e __O 0I) e 1.41-111 3 s is 1 M 1 2_,/r4 4141x- 1 I 1 IN 7.1 C It) 13},11..I I II G.-1. g ; sil 16.1/4)T „. I II i-18 .$1. I� I >><`f flp. L_ISA ' 01 ......................_,.......... t7 _V,ir_____.=— 711111, l o.. z oc..- tar) 1108 _ p(„ CT I(. ps-f L C. -ZS pa.) USP z S sf in d es,:q n Pur lin N 5' oL .. � v span = “,' IQIs 30) (316) •o11•Psk Si 11, USG 2 41 a aloe- cop - - 1-1 (0: Soft)t5Civirt40 =1$a w li xso -- "' ¢ 1$) (3'7 )/6 - III -- SA= Si cp -----0 L-- 31 v se”4 5 N�3 K6a Mule}t R"i i use!w9-044g v.7, L a 4O'uste l4atsN13K ler ♦,tt yea Rf 1 W=e/10t5 /US +5x 154- S' C4-) 'e 45-59/1 t1 IR = 1.slf .e 430e)sub- Parti" a cc, •IsGx -4. .5,/vzsi�ic=_z w 4 L1g) Vie , 0*I1 ", • 'nSRz 492 i r-- l -e M =lex %tit - SboRt. SR : y4axtVisee 4, 5 AR. = ox b:1fai1•5 „w >USe 1-XI,a 24110c•ILR- 4M W = 133C tS) : 4.4•'s*1° .t t ? 17' I''1'1= 70(111)/8 %520 6,La 0_) .12.- . 20 ritut��6x Qd :91 3.X'd c." 2.'e oc, 3 m11 - 1° 0ch / 6 =jgl8• Sia.. = G Zx (-67.4`oc. 1 I �' -5+ I COMMERCIAL PLAN SUBMITTAL NEW CONSTRUCTION & ADDITIONS s is of plans showing: ✓ Foundation plan V Floor plans !. Cross sections Reflected ceiling plan Seismic bracing detail for suspended ceiling Roof plan Exterior elevations Structural calculations, plans, details & specifications(-1 ADA details er+ddec- k +E �;.�J). Complete site plan showing: '\J • Setbacks • Parking, including disabled access requirement! • Finished floor elevations Grading and erosion control • Plans and details (if no site permit issued) Deposit — based on valuation of project 1/ 1 extra set of the cover sheet (with vicinity map), site plan, erosion control plan and details is required. he rnolam • Carlson Testing, Inc. ( unsfrucfum [n::pecfwn 6 Related Tests Geotechnical Consulting lEPORT OFX12 CONCRETE TEST SPECIMENS P.O. Box 23814 Tigard,Oregon 97281 Test Methods: ASTM C172/C1231/C39/C31/C1064/C143 Phone(503)884-3480 FAX 1884-0954 Jate Molded: 11/07 19 95 Job No. 95--4145 Permit No: - ;tient. -- STERLING DEVELOPMENT CO - JEFF RASAK '$� __aI1 t•1 a up+s/QkaU/ 'ro ect TIGARD F .OMENADE 5 t T lis" too A-it— — Address T I GARD OR :Detracts _ 5 ,D DEACON CORPORATION _SubContractor. :ortrrete Sutrplier WILSONVILLE CONCRETE PRODUC TnxltNo 42 _ TlcketNo Fior',8r' est By t3 B . 0 'CONNER Cu.Yds. F 1/L Load No 1 Neether - SUNNY Temp.High: 55 Temp t„,„ "SAFEWAY" - GRID "H" LAST 35 ' LOADING DOCK WALT .ovation of Placement: Test Time: 2 30 Concrete Temp .................- 50002!PSI 0 " days Slump 4 Cement Type Strength Requirement 3D0U R QUT?2ED -- Y mp 5070W -4'ii 5x No/No.Sacks — Air Content Max Aggregate brnlx.Amount: Brand: — __`Admix.Amount: - Brand: Set Tests Register Date Dale Total Arsa Unit Report Tested No. Days Number Recd Test Load PSI o. By 3 7443 11/08 11/1 112 .620 28 .31 3980 JH 7 7443 11/08 11/1 129 ,620 28 .30 4580 38 28 7443 11/08 12/0 158 ,40() 28 .29 5600 JH 28 7443 11/08 12/0' 156 ,52.0 28 .29 5530 38 • 'weft r-C:_ 5 D DEACON CORPORA T ON _______ -411 I Wi)r ';PORES INC CITY OF TIGARD MPR ARCHITECT`, of rmeiion-.ordained herein is not to be reproduced,except in full,without prior authorization from this office. Construction Inspection 8 Related Tests Carlson Testing, Inc. P 0 Box 23014 JOB NO 57b-4145 Tigard,Oregon 97241 Nov 07 , 1995 Phone(503)604-3460 REPORT OF IN-PLACE ASPHALTIC CONCRETE DENSITY TESTS FAX 4 664-0954 Client —_ _S-TERL.ING- DEVFLf1PMENI CO - 1 LF I RASAK_ _ -- Project _ --- -- $'1P/S-nit. ktP9s e 0 TIGARD OR sir Is--6041( Description CLASS.= Construction Ins,t'ction & Related Tests Carlson Testing, Inc. P.O.Box 23814 JO3 NO 9_ 414 5 Tigard.Oregon 97281 Nov 07 , 1995 Phone(503)684-3460 REPORT OF IN-PLACE ASPHALTIC CONCRETE DENSITY TESTS FAX N 684-0954 Client _ _S_ ER N , DEVELOPMENT CO -- JEFF RASAK BUP95-0317/BUP95 Project TIGARD PROMFNADF TIGARD OR Description_ Cl ASS ASPHALTIC CONCRETE FROM M.B.I . COFFEE LAKE _ Rice Density ._. 156_7_ Marshall Value Method of Test_ ASTM D2950 Serial N 14920 NUC 3440 BA!' OF TEST TFST N0. TEST LOCATION Lift No. In Place Density cawocnoN TE WEST PARKING EAST CENTER TOP 10-26 15 _ 1.46 .2 93.3 WEST PARKING SOUTHEAST CORNER TOP 10-26 16 152.7 97 .4 WEST PARKING SOUTH CENTER TOP 10-2E 17 149.8 95.6 WEST PARKING CENTER TOP 10-26, 18 , 150.5 96.0 WEST PARKING NORTH CENTER TOP 10-26,_ 19 148.1 94 .5 WEST PARKING NORTHWEST CORNER TOP 1 _10-2E 20 150 .6 ,96.1 - WEST PARKING WEST CENTER TOP 10-26 21 - 151 .4 96.6 WEST PARKING SOUTHWEST CORNER TOP 10-2E, 22 146 .2 93.3 Remarks: — -• -- — cc= ' u-EwrAT -51uKt5 IRU CITY OF TIGARD MPR ARCHITECTS E . BUSCH CW Tested by _ —___ CARLSON TESTING INC Information contained herein is not to be reproduced, • rcept in full, without prior authorization from this office. Te Construction Inspection & Related 'Tests Carlson Testing, Inc. Geotechnical C.onsultins aEPORT OF6X 12_ CONCRETE TEST SPECIMENS P O Box 23814 Tigard Oregon 97281 Test Methods: ASTM £172/j_12'31 /C 39/C31 /C1_0F.4/C1 Lia ___ Phone(503)684-3460 FAX 0 6840954 )ate Molded. - 11/07 _ , 19 95 Jot No. 95-4145- ___ Permit No Alen!: STFRL ING PFVFL OPMFNT CO _- 7FFF RASAK BLIP 4S- ..1031_1•_ialtD____ Ski 'rogect TIGARDPROMFNADF 7S_D01 y Address: TIGARD OR I ;,ontractor S JLDFEtCON CORPORALION_ _ Sub Contractor _______ ;oncrete Supplier WIt SONYI ON -Rt r E PRODLIC Tn,ck No 42 ricket No H06586 :est ay: _ t3_ O ' -ONNER __Cu.Ydr. __- IJ2 -Load No 1 Neattror SUNNY - - -_Tem 55 {r' �. I��ntr nw _ocalion ofPlacement: "SAFEWAY" - GRID "H" LAST 35' LOADING DOCK WALL - - ..- --- -Test Time: 2: 30 Concrete Tamp 6`-' 3treogth Requirement 5000 PSI O 28 -deli Slump't Corn r,t t ypn 3000 REQUIRED Mix No/No Sacks 5070W Nr Nate Content _ ------- Max.Aggrate 3/4" Admix Amount ,Brand: - __Admix.Amount: - _Wand: - Set Testa Register Date Date I Total UnitRepoA Task I No Days Number Rec'd Test Load Area PSI NNo. 8y 3 7443 11/08 11/10 112 ,620 28 .31 3980 J8 1 7 7443 11/08 11/14 -_ 28 7443 11/08 12/05 _ _ -_--__ _ - ----__.. 28 7443 11/08 - 12/05 __ - _______] temerks' CC: S D DEACON. PORAII_ON __._-___- -_-___-.- SAFEWDY STORES-WC-.- - CITY OF TIGARD - _ . MPR ARCHITECTS ... --`- - nfoation contained herein Is not ti.be reproduced,except in full,without prior authorization from this of ce. mr --' Construction Inspection& Related Tests Carlson Testing, Inc. 95-4145 PO Box 23814 JOB NO Nov 07 , 1995 Tigard,Oregon 97281 Phone(503)684-3486 REPORT OF IN-PLACE ASPHA' TIC CONCRETE DENSITY TESTS FAX M 684-0954 Client STERLING DEVELOPMENT CO - JEFF RASAK — ( Project TIGARD PROMENADE — 614 Plc_ 634104p/61 TIGARD OR owl sirle.-- Description CLASS "C" ASPHALTIC CONCRETE FROM M.B. I . COFFEE LAKE QD jhf Rice Density _-- 154 ASTM 02950 •.9 Marshall Value Method of Test Serial' 18312 NUC 3440 DATE OF TEST TEST LOCATION Lift No In Place Density r•'nm TEST NO �_ "SOUTH ENO OF LOT 2ND PANEL EAST OF FINAL — 10-25 1 2ND ROW OF LIGHT BASES 141 .6 91 .4 1 PANEL_ V.AT Ur t IL,nT tsrSt -t.I - 10-25 2 2ND BASE FROM THE SOUTH 139.2 90.0 NUNTN END AT rriD ROW `-- 1FIN'4t ' 10-25 3 OF LIGHT BASES , 3RD BASE FROM THE SOUTH 141 .2 91 .5 SOUTH FMt RANCE r ROPI '9W TIntit ' 10-26 4 140.4 90.6 SOU TM f'IHf4L -10-26 5 50 ' EAST OF 99W 140.3 90.5 ' ROAD _ t_OT it/tONt _ — 10-26 6 AND EAST PARKING LOT 142.1 91 .2 SO" • - • es - • - • • • - FINFIL 10-26 7 144 .7 93.4 ---- FINAL 10-26 8 149.1 96 .0 LST--0, --_ FIN - -" 10-2( 9 145.2 93.7 -- - ---•----. Remarks: — — cc: 5 D DEACON CORPORATION SAFEWAY STORES INC CITY OF TI CARD MPR ARCHITECTS B . O 'CONNOR CW Tested by ___-_ CARLSON TESTING INC Information contained herein is not to be reproduced, except in full, without prior authorisation from this office. t'`I Construction Inspection b Related Tests Carlson Testing, Inc. Geotechnical Consulting IEPORT OF 6X12 CONCRETE TEST SPECIMENS P.O. Box 23814 Tigard,Oregon 97281 'est methods: ASTM C172/C1231/C39/C31/C1064/C143 Phone(503)684-3460 FAX K 684-0954 )ate Molded 11/07 19 95 Job No. 95-4145 Permit No. NeSillMetilks4.--- MOM :1401 STERLING DEVELOPMENT CO - JEFF RASAK aGA 03/, J aciPtsfayoo1 •roect TIGARD PROMENADE S !7 /lc—Oe Zy ---- ddress _ TIGARD OR :onr,acta — S D DEACON CORPORATION Sub Contractor -— :cncrete Supplier WILSONVILLE CONCR:TE PRODUC Truck No 4_' Ticket No H06586 :ase try -- B. O'C ONNE R Cu-Yds. 1 _' Load No 1 SUNNY 35 Veathr+r Temp High Temp.Low: vOssonolPlacement "SAFEWAY" - GRID "H" LAT 35' LOADING DOCK 1At t . —Test e 1.-.d0- Concrete Temp f'_, Tin __ 5000pst 0 `t` days Stump 4 " *in.� N: _ Cement Type 5070W {i4 " Aix No./No Sacks -- -- Air Content Max Aggregate rdrrrx Amount - - _ _Brand: Admix Amount &and -- Sot TestO Regbbr Date Dote Total Unit Apel Tested No. Days r Number Recd Test Load Ares PSI No. By 3 7443 11/08 11/1 ' 112 ,620 28 .31 3980 JB F--- - + 7 7443 11/08 11/1 129 ,620 28 .30 4580 J8 28 7443 11/08 12/O' 28 7443 II /08 1 2/Or ! lema.k c r(7.. : D DEACON CORPORA TION —- _ __-- ;AFEWAY .5?ORE-S_I�!_C ____ CITY Of T I(,ARD MPR ARCHITECT , ___. nrorntason contained herein Is not to be reproduced.recap!An M.IONIA poor euRtoAtNon from Pis dice. --- -- Inc. Construction Inspection&Related Tests Carlson Testing, IGeotechnical Consulting P.U. Box 23814 Tigard, Oregon 97281 Phone(503)684-3460 FAX (503)684-0954 November 3 , 1995 •95-414 , . CTI Permit No. FIELD INSPECTION REPORT DATES COVERED: November 2, 1995 PROJECT: Tigard Promenade ADDRESS : Tigard, OR INSPECTOR: G. Watson #643 •11-02-95 : CTI representative was present at Safeway site for inspection of the west loading dock cast in place wall reinforcement. Reinforcement conforms to approved plans . Inspection of 8" masonry construction 12 ' to 16 ' Grid H, Line 6 to 8 ; and 16 ' to 20 ' Line 8 , Grid B to H. Additional bonds at ledger line as per plan. Masonry construction at the above noted locations conform to the approved project plans . Wilsonville Concrete supplied 12 cubic yards of grout . One set of (6) prisms cast this date . •4u.I 114 Our reports pertain to the material tested/inspected only . Information contained herein is not to be reproduced, except in full, without prior authorization from this cffice . If there are any further questior3 regarding this matter, please do not hesitate to contact this office . Respectfully submitted, CARLSON TESTING, IN . 07-6 Douglas W. Leach President GW:mm cc : Sterling Development Co. Jeff Rasak SD Deacon Corporation City of Tigard MPR Architects Construction Inspection &Related Tests Carlson Vesting, Inc. Geotechnical Consulting P.O. Box 23814 November 3 , 1c95 Tigard, Oregon 97281 •95-414 5 .CT I Permit No. n -03PAX 0954 '5u 1(0 1tapPgSlp400�SIT-)sz3� (503)684 FIELD INSPECTION REPORT DATES COVERED: October 31 , and November 1 , 1995 PROJECT: Tigard Promenade ADDRESS : Tigard, OR INSPECTOR: D. Vick/S . Stoner #611 •10-31-95 : CTI representative (D. Vick) , noted a 3000 psi concrete was placed in loading dock retaining wall footing H line northern east corner . All concrete was vibrated. One set of (4) test cylinders were made . Concrete was supplied by Wilsonville Concrete . Reinforcing was inspected for 8" CMU walls grid H/4-6 8 ' -12 ' level , 8/B-F, 12' -16 ' level . All reinforcing conforms to plans and specifications . A 6 1/2 sack cement grout was placed in the walls , supplied by Wilsonville Concrete. •409.1.119 •11-0 -95 : CTI representative (S . Stoner) , inspected reinforcement and monitored placement of approximately 4 yards of Wilsonville 6 1/2 sack grout in 8" CMU wall section at F-G/8 and G/3 . 5 -6 (8 ' - 12 ' ) . Rebar and grout placement is in conformance with plans and specifications. No samples taken at this time. •911,400 Our reports pertain to the material tested/inspected only . Information contained herein is not to be reproduced, except in full , without prior authorization from thio office . If there are any further questions regarding this matter, please do not hesitate to contact this office. Respectfully submitted. CARLSON TESTING, INC. Douglas W. Leach President DV/SS : eah cc : Sterling Development Co. Jeff Rasak SD Deacon Corporation City of Tigard MPR Architects Carlson Testing T'ic Construction Inspection 6 Related Tests ►� Geotechnical Consulting 1EPORT OF 6X12 CONCRETE TEST SPECIMENS --- P.O. Box 23814 Tigard,Oregon 97281 restMethods: ASTM C172/C1231/C39/C31/C1064/C143 Phone(503)684-3460 FAX 1684-0954 )ale Molded - 11/03 19 95 Job No. 95-4145 Permit No: i O ,lent - STERLING DEVELOPMENT CO - JEFF RASAK Zap tr..am./ !3y P4Sf pyatal 'ro ect TIGARD PROMENADE 5 /T'*.r- 00>y kddrees: TIGARD OR ;ontractor 5 D DEACON CORPORATION Sub Contractor :oncrete Supplier W I LSONVILLE CONCRETE PRODUC Truck No 42 Ticket No _ G10119 '.ast By B . O 'CONNER — _ Cu.Yds. _ 7 - - Load No 1..---_-- Neither SUNNY Temp.High. 55 35 ._ Temp Low. ocationolPlacement: "SAFEWAY" RETAINING WALL FOR LOADING DOCK F .9 LINE . _ FREEZER RAT SLABS SOUTHWEST CORRIDOR . SOUTHEAST CORRIDOR r Test Time 12: 15 - Concrete Temp /' strength Requirement 4000 _ PSI 0 28 PSI SIuii 4 1/2" Cement Type Mix No/No Sacks 4060W Air Content Max Aggregate 3/4 " admix Amount Brand: Admix Amount Brand: Set Testa Register Date Date Total UnitTe Repot sted No Days Number Rec'd Test Load Area PSI No. By I 3 7363 11/06 11/0e, 49 .209 28 .27 1741 J8 7 7363 11/06 11/101 84 .440 28 .27 2990 J8 28 736:3 11/06 12/01 125 .570 28 . 34 4430 313 28 7363 11/06 12/01 118 .4 ,0 !28 .34 4180 JB - I I iemarks CC : 5 D DEACON LORPORA T I ON '-,AFEWAY '',1ORES INC CITY OF TIGARD MPR ARCHITECTS M1tormeson containnrl herein is not tri he reprrxlu ped,except in full,with nut prior authorization from this otlice Construction Inspection &Related Tests Carlson Testing, Inc. Geotechnical Consulting REPORT OF6X 12 CONCRETE TEST SPECIMENS P O Box 23814 Tigard,Oregon 97281 Test Methods: ASTM C172/C1231/C39/C31/C1064/C143 - Phone(503)684-3460 FAX 0 684-0954 late Molded: 1 1/03 19 95 _ Job No. 95-4145 Permit No: — Aient STERLING_DEVELOPMENT CO - JEFF RASAK p 4/s'-os/L/51 a fOf SID yQo 'roiect TIGARDPROMENADE -!l T 7S-pOa it Address. T I GARD OR 5 D DEACON CORPORA�— __ - — Sub Contractor ;oncreteSupplier: WILSONVILLE CONCRETE PRODUCT,uckN0 42 Ticket No G10119 :est By. _-- B. 0 'CONNER Cu Yts _ -- —.---- --Load No 1 Neather SUNNY Temp High. �'—�'- -Tamp.Low: 35 _ocationof Placement "SAFEWAY" - RETAINING WALL FOR LOADING DOCK F .9 LINE . FREEZER RAT SLABS SOUTHWEST CORRIDOR , SOUTHEAST CORRIDOR r -- -- Test Time: Concrete lamp ._ Strength Requirement: — 4000 — —PSI• 28 days slump 4 1 /2" cement Type Mix No/No Sacks 4 6 -_-- _-- -_- ---_- --Alr Content Max Aggregate t 4 Admix Amount _&end: _____ Admix.Amount: _ Brand .— Set Test• Register Date Data Total Unit Report Tasted No. Days Number Rec'd Tat Load Area PSI No. By I 3 7363 11/06 11/06 49 ,209 28 .27 1741 JB 7 7363 11/06 11/10 84 ,440 28 .27 2990 38 28 7363 11/06 12/01 28 7363 11/06 12/01 . tsmerks c C : .___$..�_DEACQN CORPORA T ION SAFEWAY STORES ;NC_ CITY OF TIGARD MPR_.ARCHATECTS ntormatlon contained herein Is not to be reproduced,except In hull,without prior authorization from this eke. Carlson Testing Inc Construction Inspection 6 Related lasts • Geotechnical Consulting REPORT OF6X 12 CONCRETE TEST SPECIMENS P O. Box 23814 Oreon 97281 Test Methods: ASTM C172/C1231/C39/C31/C1064/C143 P one(03)684--3460 FAX M 684-0954 Date Molded: 11/03 19 95 Job No. 95-4145 Permit No: 445.014) Client STERLING DEVELOPMENT CO - JEFF RASAK g MP/S-QlJy j©4P'ts-10Y0P/ ProtectTIGARD PROMENADE 5 I r7 c-00AI! Address. TXGARO OR Contractor: _ S D DEACON CORPORATION Sub Contractor: Concrete Supplier W I LSONV I LLE CONCRETE PRODUC Truk No 4 2 Ticket No G 101 19 Cast By: .- 8 . 0 'CONNER Cu.Yds. .__Load No. 1 —_-- Weather SUNNY - Temp . 55 35 Temp.Low. `SAFEWAY" - RETAINING WALL FOR LOADING DOCK F .9 LINE . Location of Placement: -- — FREEZER RAT SLABS SOUTHWEST CORRIDOR, SOUTHEAST CORRIDOR Test Tkne: 12: 15 Concrete T 6 5-- - - 4000 28 4 1/2" Strength Requirement _—__.__._ ___PSI• — days Slump Cement Type 4060W 3/4" Mix No/No Sacks Air Cnntnnt Max.Aggregate ____________ Admix Amount Brand: _— _. Admix.Amount: Brand: Set 1 est a Register Date ()ate Total Unit RepoA Tested No. Days Number Reed Test Lead Area PSI No By I 3 7363 11/06 11/0, 49 ,209 X28 27 1741 JB 7 7363 11/06 11/1rr 28 7363 11/06 12/01 28 7363 11/06 17/r, i — —II --- - - — - Remarks cc : S D DEACON CORPORATION _SAFEWAY STORES INC CIty OF TIGARD MPR ARCHITECTS Information contained herein Isnot to be reproduced,except In lull,without prior authorization from this office CITY OF TIGARD November 2, 1995 OREGON Carlson Testing Company, Inc PO Box 23814 Tigard, OR 97281 PERMIT NO: BUP 95-0317 OWNER: Sterling Development PROJECT ADDRESS Tigard Promenade PROJECT DES:,RIPTION Building "A" TYPES OF SPECIAL INSPECTION: Structural and soil. Dear Mr Leach The owner has notified us that he/she will retain your services to perform Special Inspections in accordance with the provisions of the State Building Code, permit documents, and special inspection requirements The owner or the owners agent must also confirm with you that they have authorized you to do the special Inspection work As the regulatory agency, the City requires that you do the following 1. Submit copies of all inspection reports promptly to the Building Division, architect. engineer, and the contractor 2. Maintain one copy of each field report at the lob site 3 Submit a final report at the completion of each category of work that you inspect (See U B C 7015 for soils special inspectio,i final report requirements) If you fail to comply with the above requirements, there may be cause for the City to revoke your authority as special inspector for this job Should you have any questions, please call the Building Division at (503) 839-4171 Sincerely, orpv( 67—Jim Funk Building Division Irlra,MvMMy Aix 13125 SW Hall Blvd., Tlsjard, OR 97223 (503) 639-4171 TDD (503) 684-2772 Geotechniord TestsConstruction su lting November 2, 1995 P.O. Box 23814 ♦9 5-4:14 5.C T I Tigard,Oragon 97291 Phon,(503)884346) Sterling Development Company - Jeff Rasak FAx (5011 684-0954 3252 Holiday Court Suite 225 La Jolla, CA 92037 .3U'pg5-ci;161 lAPalr) 0040 I3 /T-04 as- Re: Tigard Promenade Tigard, OR Class "C" Asphaltic Concrete from Morse Brothers Coffee Lake Gentlemen: Following are results of an extraction-gradation run on a sample of class "C" mix asphaltic concrete supplied by Morse Brothers Coffee Lake and sampled by our representative on October 24, 1995. This material was received in our laboratory on October 25, 1995, and tested on October 26, 1995. RACTION-GRADATION OS1.. TM 309. TM 36Q 4D TM311 (0) ; Sieve Percent ODOT BROAD BAND "C" Size_ Passing Specifications 1 " 100. 0 ---- 3/4 " 100. 0 99 - 100% 1/2" 98 .0 90 - 100% 3/8" 86 . 0 ---- 1/4 " 66 .0 52 - 80% 44 57 .0 ---- 48 37 .0 ---- 410 35. 0 21 - 46% #40 14 .0 8 - 25% #200 5 . 8 3 . 0 - 8. 0% A.C. 6 . 0 4 . 0 - 8 . 0% This sample meets ODOT BROAD BAND "C" specifications. Our reports pertain to the material tested/inspected only. Information contained herein is not to be reproduced, except in full, without prior authorization from this office. If there are any further questions regarding this matter , please do not hesitate to contact this office. Respectfully submitted, CARLSON TESTI G,/INC. 4 Douglair W. Leach President kas cc: SD Deacon Corporation City of Tigard MPR Architects Safeway Stores, Inc •,, oK 100,I t • Carlson Testing, Inc. Construction inspection b Related rests Geotechnical Consulting DEPORT OF 8X16 PRISMS TEST SPECIMENS P.O. Box 23814 I Tigard,Oregon 97281 fest Methods: UBC 24-26 Phone(503)684-3460 FAX 1684-0954 Sate Molded - 11/02 19 95 Job No. 95-4145 __ permit No: e'er ::hem - STERLING DEVELOPMENT CO - JEFF RASAK —_—_13apg47-0316 f 1ia4ii_w 9rr'Qt/o9/ 'roiect TIGARD PROMENADE S /T/7-9s--o C. ------ — -- 4ddress TIGARD OR _ S D DEACON CORPORATION :.ontractor —__— Sub Contractor -------- :oncreteSupnlier _ WILSONVILLE CONCRETE PRODUC Truck No NA Ticket No. NA _ :est By G WATSON cu Yds Yds _ __7 Load No l Nealher T SUNNY _.—_- - - - -- Temp High �j 3 32 Temp low. -- HOLLOW - GRID H LINE G TO 8, 12 ' TO 16 ' oc itioi of Placement: ---------- — — — GROUTED - LINE 8 GRID B TO H, 16' TO 20 ' SAFE'4AY" Test Time: 5_00 __- .___. concrete Tamp: _64 Strength flequirernent 1 350 �� I PSI 0 28_ days Slump Cement Type 1500 GROUTED 6 .5 i/N" Mix No/No Sacks - Nr Content Max Aggregate - kdmix Amount. __ — Brand: - Admix Amount Brand. _ Set TWO Register Dale Date Total Unit Report I Tested No. Days Number Recd Test Load Area PSI _ No By I 7 7401 11/07 11/09 91 .856 33 . 19 2770 JR 28 7401 11/07 11/30 102 ,040 33. 19 3070 38 28 7401 11 /07 11/30 98 .242 33 . 19 2960 38 II 7 7401 11/07 11 /'Y 119 .540 64 . 13 1890 38 _ 28 7401 11/Ji 11/30 147 ,120 64 . 13 2290 38 28 7401 11/07 11/30 150 .710 64 . 13 2350 38 il 'remarks CC _S-._DEACON CORPORATION SAFEWAY STARES .INC__ CITY OF TIGARD MPR ARCHITECTS intomtetlon contained herein Is not to be reproduced,except it fun.without prior Authorization from this office. Construction Inspection & Related Testa Carlson Testing, Inc. Grotechnical Consulting REPORT OF 8X 16 PRISMS TEST SPECIMENS P.O. Box 23814 ligand,Oregon 97281 Test Methods: 11RC' 74-?A - Phona(503)684-3460 FAX N 684-0954 Date Molded: 11/02 , 19- 5— Job No. 95-4,1d5 .pPermit No: $ �lklt& - Client: —_ STERLING DEVFI OPMFpL ICO - JEFF RASOK GadP'�.1--0tatt:iaLitPq.S.VILVINIArn-- Project TIGARD PRnMFNAnF__. 1341 Y Address — TIGARD OR -- _ _--- Contrru:ror S D DEACON CORPORATION _Sub Contractor: — _—. ._ Concrete Supplier W NV I I E CONrRF TE PROnUC_Tnr-k No. —_ti1A----. Ticket No. _ NA - - -- Cast By G WATSON _Cu.yds. 7 Load No.1-- Weather SUNNY _.--_----- Temp.High: 53 Temp.Low: -_32_— t ocatran of Placement: HOLLOW — GRID H LINE G -TO 8. 12' TO 16 ' GROUTED =LINE 8 GRID 8 TO 1, 16 ' TO 20 ' "SAFEWAY" — --- —-- — — —_ Test Time . .00 Concrete Temp 64 --_. __— Strength Requirement 0 — —. PSI 0 2�__days Slump` Cement Type I _— 1�00 GROUTED Max No/No Sacks 6.5 Air Content Max Aggregate T/Et -- Admix Amount __ Brand: __Admix Amount —.. Brand - -- Set Test 0 Register Date Date Total Unit I Report Tested No Days Number Rec'd _ Test Load Area PSI -_No. By— I 7 7401 11/07 11/0 91 ,856 _ 33 . 19 2770 __ .38__— 4041,011 28 7401 ' . ' 11/3 28 7401 11/07 11/3 I I 7 7401 l 11/07 11/09 119 ,540 64 . 13 1890 • 38 2CUTED 28 7401 _I 11/07_ 11/3 28 7401 — I1/07-_ 11/30 — — Raman,'. r7 C : S- D. DEACON CORPORATION SAFEWAY STORES. I N(: CITY OF TIGARD MPR ARCHITECTS — Interatiol:r nntninnri hmohn w ,r rxIn hr,reproduced,accept Niha,without prior authortrallon hem this office. -- n T -Tii /4 4.,4. , ,., ...4..,,,, .,,,.. _ November 1, 1995 CITY OF TIGARD P514P 1 C-o�3ft•J 13 upa.:j OREGON ooyo/ s it-oo ly Carlson Testing Compiny, Inc PO Box 23814 Tigard, OR 97281 PERMIT NO. OWNER: BUF 95-0320 Sterling Development PROJECT ADDRESS Tigard Promenade PROJECT DESCRIPTION: Building "C" and Building "A' TYPES OF SPECIAL INSPECTION: Soil compaction, rernforted concrete bolts in concrete and others required by engineer of record Structural special inspections Dear Mr Leach The owner has notified us that he/she will retain your services to perform Special Inspections in accordance with the provisions of the State Building Code, permit documents, and special inspection requirements The owner or the owner's agent must also confirm with you that they have authorized you to do the special inspection work As the regulatory agency, the City requires that you do the foliowing 1 '3..bmit copies of al! inspection reports promptly to the Building Division, architect, engineer, and the contractor 2. Mar'lin one cc,py of each field report at the job site 3 Submit a final report at the completion of each category of work that you inspect (See U.B.C. 7015 for soils special inspection final report requirements) I. you fail to comply with the above requirements there may be cause for the City to revoke your authority as special inspector for this fob Should you have any questions, please call the Building D:v'sion at (503) 639-4171 Sincerely./ _ii.z__, C/ Jim Funk Pudding Division r h.vt,,emor doe 13125 SW Hall Blvd., Tigard, OR 97223 (503) 639-4171 TDD (503) 684-2772 Form 2a SUMMARY - Project 1. Project Name 77ita.04,C. _- // 2. Project Address : t 'i ',P.- A 3. City/Town 7, ( -.4 rI,. , r •/ 4. Building Area(ft2) /4 9 g 3 -_ 4 Attached Chapter Typ* I.O. Description Attached Forms and — — Worksheets Building Envelope Form 3a Prescnplive Path 0/ 3b Component Performance Path �/ Check boxes to --- tndtcate the Worksheet 3a Wall U-values 3 attached roans 3b Roof U-values 7 and worksheets • 3c Floor U-values J 3d Average Thermal Values Y Systems Form 4a Systems J Worksheet 4a Unitary Air Conditioner--Air Cooled 0 4b Unitary Air Conditioner—Water Cooled U 4c Unitary Heal Pump—Air Cooled 0 4d Unitary Heat Pump—Water Cooled D 4e Unitary AC& Heat Pump--E vaooratrvely Cooled U 41 Packaged Terminal AC--Air Cooled 0 4g Packaged Terminal Heat Pump—Air Cooled 0 4h Water Chilling Packages--Water&Air Cooled 0 4i Boilers- Gas-Fired and Jil-Fired 0 4j Furnaces& Unit Heaters-Gas-Fired and ON-Fired 0 Artificial Light Form 5a Interior Lighting J 5b Lighting Schedule J 5c Interior Lighting Power J 5d Exterior Lighting J Worksheet 5a Interior Control Credits J Applicant S. Name '^ ` _ •. Telephone II. Company .. _ ,- - -- S. Date // -/ - v_ 7. Sigr►aturs �i1 • i ,.. Other No.of Pages Description of Document Documents I — -- — Enter alt 1- supporting _ Calc/damns test reports and — carako elite I -- tMI Pomo 2-1 /,, . For in 31) COMPONENT PERFORMANCE PATH ' 1. Above-Grade Walls-Code Maximum Uo from Table 3g. Enter here and in cell3(c)and 4(c) Heated _ _ ,30 Building 2. Roof/Ceiling-Code Maximum Uo from Table 3g. Enter here and in cell 5(c) , 09 'Enter the average ,. U-valuesfrorn (a) (b) (c) (d) (e) (f) Worksheet 3d info Building Area or Code Max. Actual Target UA Actual UA cells 3(d),4(d)and Cotrcipnent Length - U or F U'or Ft" - (b)x(c) (b)x(d) , 5(d) --� l / y 3. Windows and Glazed Doors y 222 le 50 , / /L` 96 ! �jz 576 sFor a slab withf C s O - • /f t1 O 2, f56 7 the men ensulabon Above Grade Opaque Walls 8 Doors 7 lt� K lave((Table 3g), (� I 5. Roofs and Skylights '3 Z 6 . 0 3 2.5 2, 3'�' enter 058 into cell -- �� /-/' 7(d) Otherwise 6. Floors over Unheated Spaces i 9 935 ft2 0.06 •{,L} /� 7 7 5 7:17 infer t 31 ----- I 58 401 4 01 7. Unheated Slab on Grade Floor Ica._ ft 0.56 • r or an heatedI -� slap wrrh the min S. Heated Slab on Grade Floor M 0.90 Ya' rnsularyeen*vel -.-' - 4 enter 090 Info cell 9. Target and Actual UA.Total columns(e)and(f) -' - 84(61 l 44 Loi 1 A(d) Othenefee. -�_J enter 2 73 10. Enter"V"d the Actual UA of cell 9(f)is less than Target UA of cell 9(e) Otherwise, redesign Cooled 11. Summer Design Temperature from Table 3g F 6-- 5 Building --- - _ - - - - - 12. AT Subtract 75°F from line 11 Enter here and in.cell 15(d) 't-titer the �- ---.- _- - - -� average If value 13. Solar Factor from Table 3g Enter here and in cell 18(d) _La or the waidows 14. Above-Grade Walla-Code Maximum OTTV from Tab*3g wells and doors -- -------*---- from worksheet (r) (b) (a) (d) (s) (n 3d Buikting Arris Actual (b)a(C)x 'Enter rhe Cor,�ponan1 U•value° AT !d)or(e) average TDFo 15. Windows and Glazed Doors '/�jJ •12 t 35,-76,4. from wdksheiel - - -- " /! /.11 O . 3d 16. Above-Grade Opaque Wri s 8 Doors7 ,0 •I a_______02417_17 'F nil" t e average 17. Total column(b)M /3! 1 031-r---I SC value the �t windows from (a) (b) (c) (d) .. (f) Worksheet 3e ' Building Area Actual Solar Rif _ Component (St) SC•val_ue_' Factor 4(b) x(cLx fid) 18. Windows and Glazed Doors 1?j 1.IL If 5_ rJ/1. 2- _ 7�04_7/ n7 I 19. Grand Total Add cells 15(1). 16(f)and 18(f) 7 ' {/l i ' 20. Actual OTTV Divide line 19 by cell 17(b) 21. Enter"Y"a the Actual OTTV(line 20)is less than required OTTV(line 14) Otherwise,redesign f' I Envelope 122 The penmeter insulation for the slab on-grade floor shall extend downward from T 14/A • L /� ,' the top of the slab for a minimum distance of 21 inches See Section 5303(d) T/ Fnrer the ------- -------- frlerenct rn 01111 23 Below-grade walls shall be insulated with a minimum of R-5 insulation extending / and six ca►an' t'ie full height of the wall In the top of the lowest floor or 10 feet below grade, / /A 4 / Ow shows whichever is fess I r omolrance went the requirement! - - 24. Manufactured doors and windows are certified according to ASTM E 283 forr� 0 37 ctrl per foot of window sash crack and 11 dm per foot of door crack �'QC(f i�> '- .'1 125. On the warm side(winter)of the insulation tor the walls, root and floor,install a i/ vapor barrier with a perm rating of one or less See Section 5303(f) win)n) Forms 3-3 r __— Worksheet 3d l' AVERAGE THERMAL VALUES Windows (a) (bI - (c) (d) (.) (. - i and Window and Glazed i)oor Area UA Shading SC A Glazed _ -Descnplion WO U-value (b)x(c) Coefficient (b)x(C) Doors .4 , t!:L..4t 412 *2ZZ /.II — 4,574 _.. 41541 , -----,--- -- - - • -- — — —_ 1. TAW Colony's 2. Average U-value.Divide osl 1(d)by cell 1(b).Eiger here and on Form 3b.ogle 3(d)and 15(c).. /��~ 3. Average 9G-value.Divide cell 1(1)by Dell 1(b) Enter here end on Form 3b.oil 111(c) • g Opaque (a) (b) (c) (d) 1 (f) i (I) Walls and Wall and Door Area UA JA TDep • T)oors �'so _____A.---�u'vs us _pp! 10 q (d)_(I) low WIN 0" r 02c.... _ 4,Sige6 .08 ig?„is, jri197 , blow 4 a 14' - ----r--- -, __._ __, . _ ___ . _._ __._________i ___. ___ - __... 4. Total Colman -- . 5. Average U•value.Divide cell 4(d)by cell 4(b) Eller here and on Form 3b. mils 4(d)and 1dk) .0 G (6. Average Mew Divide Dell 4(g)by cell 4(d) Euler here and on Form 3b.'me 1!(e). , .21 TM, Wag ass Per Unit Area — T/D�ep _—._� —.J --__ \ F) Oto 25 44 2610 40 37 -- _ `• 41 1o70 30 71 and above ( � Pr-. ass Worksheets 3.17 Worksheet 3d (cont'd) • 4 AVERAGE THERMAL VALUES . a: Roofs and (a) (b) (c) (d) Sk"%lights Roof and Skylight Area UA Description (if) U-value (b)x(c) .14 ,. vel _ ' /-• r . . - ei 4. - — f4.34ir - . L TSS a 4 1$0 I - 1-, S .61 .// a1 n. - vi.1 . - - 7. Total Columns 5� Average U-value.Divide 7(d)by 7(b). Enter here and onS. 02.1 cell • d . Floor over (a) — (b3 (c) r (d) Unheated Floor over Unheated Space Area UA Spa u Desoiption (ef) U-value _(b)x(c) 4 .r _ • • .V Z- r rcF -� _ 9. Total Columns - 2? I . 10. Av3rage U-Value.Divide 9(d)by 9(b). G� Enter here and on Form 3b,cele 6(d). - 3-18 Chapter 3 - E3uii*ng `nvS efope """ Construction Inspection a.Related Tests Carlson Testing, Inc. _technical Consulting P.O. Box 23814 October 31 , 1995 Tigard, Oregon 97281 ♦9 5-4 1.4 5 .CT I Phone(503)684-3480 FAX(503)684-0954 $UPGS-0311016Upgc lotioolS ,T_Ooas Sterling Development Company - ,:eff Rasak. 3252 Holiday Court Suite 225 La Jolla, CA 92037 Re: Tigard Promenade Tigard, OR Class "C" Asphaltic Concrete from Morse Brothers Coffee lake Gentlemen: Following are results of an extraction-gradation run on a sample of class "C" mix asphaltic concrete supplied by Morse Brothers Coffee Lake and sampled by our representative on October 25 , 1995 from grade. This material was received in our laboratory on October 25 , 1995 , and tested on October 26 , 1995 . .XTRACTION-GRADAT1ON OSHD TM 309 TM 368 AND TM311 (0).j. Sieve Percent ODOT BROAD BAND "C" Size Eossing_. Specifications 1" 100 . 0 3/4" 100 . 0 99 - 100% 1/2" 97 . 0 90 - 100% 3/8" 84 . 0 1/4" 63 . 0 52 - 80% #4 55 . 0 #8 37 . 0 #10 34 . 0 21 - 46% #40 13 . 0 8 - 25% #200 6 . 1 3 . 0 8 . 0% A.C. 5 . 9 4 . 0 - 8 . 0% This sample meets ODOT BROAD BAND "C" specifications . OSHD TM 306-A/TM 368 Rice Value = 2 . 483/154 . 9 pcf . Our reports pertain to the material tested/inspected only. Ir,formatior•. contained herein is not to be reproduced, except in full , without prior authorization from this office . #95-4145 October 31 , 1995 Page 2 of 2 If there are any further questions regarding this matter , please do not hesitate to contact this office. Respectfully submitted, CARLSON TESTING, INC. Douglas W. Leach President kas cc: SD Deacon Corporation City of Tigard MPR Architects Safeway Stores, Inc •10.31-•3,100,1,303,1 r 1 Card son Testing, inc. Construction Inspection &Related Tests ceocecrntcal ce.,,sluing --------------- P.O. Box 23814 October 31 , 1995 Tigard, Oregon 97281 +95-414 5 .C T I Phone(503)684-3460 Pc rmi t No. FAX (503)684-0954 ouu--031Vf V3u�MS)OL/00/CrT � FIELD INSPECTION REPORT DATES COVERED: October 18 , 24 and 25 , 1995 PROJECT: Tigard Promenade ADDRESS : Tigard, OR INSPECTOR: B. O'Connor/E. Busch ♦10-18-95 : CTI representative (B. O'Connor) , arrived at the project and looked at bar sizes and location on grid 1 , B-H, grid B 1 . 6- 1 line on a 4 ' lift . Also, grid G from 00 - 1 line to floor grade . All rebar was placed according to plans and specifications . Mason contractor used a mechanical vibrator to consolidate grout . Mason contractor placed 7 yards of a 6 1/2 sack grout . Mason contractor needs to grout solid on first ' 4 ' lift, this was not done . Mason contractor will come back and regrout solid on 1 line . •)io 1.•00 ♦10-24-95 : CTI representative (E. Busch) , noted rebar in walls meets plans and specifications . Area 12' - 16 ' elevation grid B and 1 line elevation 12 ' - 16 ' grid line 1 and elevation 8 ' - 12 ' grid line 1-00 . 9 . 5 yards of grout was poured. •)62.1.400 ♦10-25-95 : CTI representative (B. O'Connor) , arrived on project and looked at rebar size and location on line 8 E- B and B line 6 . 1-8 from finish floor +4 ' . All rebar was placed according to approved plans and specifications . Mason contractor placed approximately 4 yards of a 6 1/2 sack 3/8" pea gravel mix. •)io.i.ia Our reports pertain to the material tested/inspected only. Information contained herein is not to be reproduced, except in full , without prior authorization from this office . If there are any further questions regarding this matter , please do not hesitate to contact this office . Respectfully submitted, CA ,S jyNC. ( 0, o glas W. Leach P _sident L GW!eah cc : Sterling Development Co. - Jeff Rasak SD Deacon Corporation svCity of Tigard MFR Architects • Construction Inspection &Related Tests Carlson Testing, Inc• Geotechnical Cons;ilting P.O. Box 23814 JOB NO. 95-41 zit, Tigard, Oregon 97281 Phone(503)684-3460 REPORT OF IN-PLACE DENSITY TESTS FAX (503)684-0954 Client STERI,„1NL UL.VhLOI='MENi Project TIGARD PFUME..NADL --------------B1AP41-Q3 )ta ) BI4 PQS O l'4O/ 1 .I 1-jARD Uk Material Description /4 "--V I:UL.h, r I:UI`1 I J (.iil,) .'ralJD L,hr+VLL S (T— Sze 0 Max. Dry Density /CU . lbs./cu.ft. Optimum Moisture 14.V % Method of Test AASH I U I _ 1130 Serial N -.•4IJUL _-.`r.1c DATE OF TEST C0�RSE Mme, ELEV. ugsrun IN (BS IECDENSITY TEST LOCATION PAPTICEs FT. ca�►a TION [EST NO DENS. T31 50UFFi c.NTI:AN l I 1. ROAD. 1U-G'> >, I 1 ,q .0 1..4 . / ')�' R aUl ft E.N FR6IN'_I_ I G 2 kUAU , LEN TER 10-13 - . . - SC IOU 1 H ENTRANCE I 3 ROAD , EWA' END 10-23 .a 1 , 1 . 1 122 . 1 +' Remarks: CC 1110 L U! I .11 i 1 I I i_IIJ I URL_ ., 114, '_1 I Y UI- 11W-WO MPR ARCH I ELL ' u. WHITE.tit , ki Tested by — CARLSON TESTING INS. Information contained herein is not to he reproduced, except in full, without prier authoriration from this office. Construction Inspection&. Related Tests Carlson Testing, Inc. Geotechnical Consulting P.O. Box 23814 Tigaid,Oregon 97281 Phone(503)684-3460 FAX(503)684-0954 October 31 , 1995 ,95-4145 .CTI Permit No. p,uP- o-Oeir3uPgs ) 040aIStr-�S60 FIELD INSPECTION REPORT DATES COVERED: October 30 , 1995 PROJECT: Tigard Promenade ADDRESS: Tigard, OR INSPECTOR: G. Watson #643 X10-30-95 : CTT representative was present at Safeway site and performed inspection of west loading dock retaining wall footing. Reinforcement conforms to approved project plans . Wilsonville concrete supplied concrete . Inspection of masonry construction Line 1 , Grid G to F and Grid G, Line 0. 3 to 1 , 16' to 22' top of wall . Grid H. Line 4 to 6, 4 ' to 8 ' . Line 8, Grid B to H and Grid H, Line 6 to 8, 8' to 12' . 8" CMU construction conforms to the approved project plans . Wilsonville Concrete supplied the grout. Grout placed at a free flowing slump and consolidated. ♦415.I,114 Our reports pertain to the material tested/inspected only. Information contained herein is not to be reproduced, except in full, without prior authorization from this office. If there are any further questions regarding this matter , please do not hesitate to contact this office . Respectfully submitted, CARLSO TESTI INC . AL). Doug as W Leach Pre- ' dent :mm cc: Sterling Development Co. Jeff Rasak SD Deacon Corporation City of Tigard MPR Architects Testing Inc. Construction Inspection & Related Tests Carlson 't , Geotechnical Consulting REPORT OF 6X12 CONCRETE. TEST SPECIMENS P O Box 23814 Tigard,Oregon 97281 Test Methods: ASTM C172/C1231/C39/C31/C1064/C143 Phone(503)684-3460 FAX 0 684-0954 Date Molded: _ 10/31 _ 19 95 Job No 95-4145 — Permit No: B 00.6 8KP4r-call, /8up9r/ Chant _ STERLING DEVELOPMENT CO - JEFF RASAK e Y°6/STrys_eoiy Proiect TIGARD PROMENADE Address TIGARD OR Contractor S D DEACON CORPORATION Sub Contractor: Concrete SuppNec WILSONVILLE CONCRETE PRODUC Truck No. —_ 45 Ticket No. 06342 Cast By D . V I CK Cu.Yds. 7 Load No 3_— SUNNY33 Weather — — Temp.High. 55 Temp.Low: "SAFEWAY" -- FOOTING - H LINE NORTHEAST CORNER - LOADING DOCK Location of Placement — -- — — RETAINING WALL Test Time 1 20PM Concrete Temp 66 " 3000 28 2 1/2I Strength Requirement. __._ — __._ ._- PSI 0 days Slump .Cement Type - 3/4 " Mix No./No Sacks _Air Content - - Max Aggregate -- Admix Amount _ Sfafld: x.Amount: Brand Set Test. Register Oate Date Total Unit Report Tested No. Days Number Rec'd Test Load Afea PSI No. By 7 7228 11/02 11/07 80 ,288 28 .25 2840 18 28 7228 11/02 11/28 28 7228 11/02 11/28 HOLD t 7228 11/021 - I Remarks cc: 5 D DEACON CORPORATION SAFEWAY STORES INC --V/TY—Of TIGARD J�MPR ARCHITECTS —_ illInformation contained herein is not to be reproduced,except In full,without prior authorization from this office -- — i arlson Testing Construction Inspection 6 Related Testa Inc.• Geotechnical Consulting FPORT OF6A 1 L UNI i I I"E_ TEST SPECIMEN P.O. Box 23814 Tigard,Oregon 97281 est Methods: F3.STM C172/C1231/C39/C31/C10641L14 Phone(503)664-3460 FAX#684-0954 ate Molded: 10/.{1 , 19 95 Job No. 95-414 J Permit No: {r+'trA � tient: . ` rLRLINLL L'LVLL01-:'MEN1 CU -- JI-1:1:- kA-,AK _73Nf _Q_/VeP1 =_auisI/ rolect: - TLLir"1i P iMFNAIiF 5trgr-00.2V _--- ddress _ r.G(,iARU OR - ontractor. Lt Di:i'iC.ON C OF.F-'CtRi-11 ION -Sub Contractor: oncrete Supplier W 1 L )NV 1 L.LE r UNC:KE I E. PF'OUl1C Truck No. 4`' Ticket No. O6.342 • est By: Li . Vit._I; Cu.Yds. / Load No.` :A.INNY ,', 3 Wither: Temp.High: __ Temp.Low: 'cation of Placement: "'dirt.WA r' " • I- 0111.1 NO) - H L. HAL Ni.�I I I it. 1 ' (ii::Nt'I: - I UAI.t.I.t1G BOCK RE. TA1ht1NC., Wil I Test Time: 1_ 1 'r1 Concrete Temp r'.l, trength Requirement. PSI 0 days Slump' =._Cement Type ux No/No.Sacks - Air Content Max.Aggregate ' .I *nix.Amount __ Brand --__ ____Admix.Amount: __Brand: Set Test kV Register Date Date Total Unit Report Tested No. Days Number Recd Test Load Ana PSI No. By 1 • U. I I , C'.' ;.i0 ,,.:s;._ t .. . ,•is ) J1 ' '+1 1. 1 • I 1 ._'N 1.,_!e, , 1...:..) . . . 1' .l .18 '_..•: I 11/..). ' I I '.'kt 1 .•r) .1(;) 1H I 1 emarkt• L.C— .I '_121_1_,/,...LTA. _./. J'ULL11_L!.Lh. . _4; , , "_ , 1 I i I11 I I , n•I 'I , r'P '1 til-', i i i 1 1 i I 'formation contained heroin Is not to be reproduced,except in fuN,without prior eulhorlueion from this office. — — — r FROM : STERLING DEVELOPMENT l_OMFHNIES PHONE NO. : 619 546 8807 Oct. 30 1995 12:56PM P2 .v' t. . :".7._ 1. .,t i4 t '.!P�' C'FE i_1'1 F:,'aE of 4 Plan Review 0 1.2_ ) -1 t 111111 Date /0/ 0 iq 5- CITY OF TIGARD Structural Spacial Inspections OREGON /�! The Owner or architect or engineer of record shall complete Pans B & U of this !orrn and then rst •m it toin , � W• Building 9Dvscr for approvalgnar to issuance of a budding permit (Please note that a separate soils *Dismal inspection form may be reci',ec and additional special inspections -nay be required nor Contractor design items.) r Pio ct Address: 7/1 /'cI /4011-€MC1-1-e—�� Pro(et Name: I �iA M ' Architect of Record (Firm)• W/2- /`/n�f1 S ~dj t3,�r, Pher►a No:(t,) (.5^- 7�57.) Engineer of Record (firm): fjt�9/tl� i /hQ>�!"1j_ plume No: _ ; Y �7�t �i.II11:--= W_ I f /i ` • ; ,. , The following spec al inspections and structural observations she be performed a000rding to the S to Building o0e er•d '''a 1i ' City of Tigard's Municipal Coda Chapter 14.08.010 • 14 08 340 unless a schedule of inspections ,e submitted by the Eng neer of Record and approved by the 8urlding Division. A Or Reinforced Concrete 0 Prestressed Concrete tet StrUcturii Steel RI Structural Masonry. fm . — Cr Feld Welding ❑ Fireproofing �• d Shop FabrIoatioo It Other 'i' J ., r . Lfrt k I+ /n c f• to,crt S. indicate the special inispector or approved testing agency to perfo the special inspeatione noted in Pan A above, including addresses and prone numbers Submit names, qualifications and certifications of the special inspectors assigned to the project. The special inspector or inspection agency shell submit a Mal signed report to the Bui;d,ng Division stating that all;terns requiring sp•aaJ inspection and testing were fulfilled and reported and,to the best of hs*her knowledge, in conformance with the approved design drawings. specifications, approved change orders and the applicable workmanship provisso'is of the U.B C. see U B C 7015 for softs special inspection final retort apP� ( requirements) Items not in contornunoe, unresolved items or any disc(*paroles in inspection coverage (i.e., missed inspect uric• periodic inspections when co^i'r•„ous was required, etc.) shall be specrtically itemized ,n this report • 6.,1/;ViSehl r-1•44!•4,.../e/6 - . iiii p. 07,o ;cc c=3 bgf .3514) , C. 0 Siructurslrte Observation by (Engineer of Record 0 The a erh coy •press to erno y the sped Spector, approved rating agency and/or engineer for the above-noted ape in ••tions an .. rad nhss ion Sgnat►.re Owrier r �/ Print Nan+• /LlC t'• �' !t Phone Ne( /p)_,.� VC - rT r'r•" /i el#4,10 M g4,2,egi-- ..Z2!?(?Z_ol__L‘_ S Date /0 - 3 n -.?Z~ _- - Structure, Plans Rita/rimer srg^aturs .,.,.« 747; tAi i4"II aA..r r.,.,... ,,.. ---, .r nn. . w.. _.- _--. 18/25/1995 16:11 5035823348 MFR OREGON PAGE 02 'ion Review N „7 ?late /D/50 CITY OF TIGARD OREGON Soils Special Inspections his form shall be signed by the Owner, Engineer or Architect of Record and returned to the Building Division pncir to 1suance of the permit. Please note that a separate st!uctural special Inspection form may be required. Prq Name: /� 4 Project Address: ' � �✓' l i / � M�`t !`-"�'v' Arehitect of Record (Firm): PKA e4 rt�l •hon.: r9,1? leas• 735 - Engineer of Record (Firm): fax_A/ni Imo r Phone: SW 23 • 7 7 Soils Engineer: John q71/1-i;r% Firm: 'e- - 4/w, Phone: (Sb. )23Fj. 773' Lot: Subdtvisbn: he following special Inspections shall be performed according to the Sta10 Building Code and City of Tigard's Municipal ode Chapter 14.06.010 • 14.00.040: ❑ Engineered Grading (3.5,000 cubic yards) - U 8 C 7014 [J Regular Wading - U 8 C 7014 Compaction Reports (per ASTM standards� /listed to U.8.0 7002) 2k _ - pr1on.:(9)Yp Testing Agency. 0 _ f31n 1_ ._.. _ 1 _ !n c . S 1(o 0 Othvr .9trec/l` Ll~ t'a� 1.i S f 4,14, - ` '-// 4 ( 'ft' 'e i '"-, 'he owner he agr- :s to employ the ••ve soils engineer for the above-noted special inspections ;gnature of n 'riot Name tie (�• AS.4•�C Phone No._,41P/Yi) � 7-4"—eir.Y/_. Date 1G> - �- ?5�"'� irmZe.2 04�E �i T�0'172 S o - __ 125 $W Hpll Blvd.. Tljard, OR 07223 1503) 13.39-4171 TDD (503) 684.2772 - ---- • Construction Inspection & Related Tests Carlson Testing Inc. Geotecrnic,,l Const+[ting REPORT OF 6X12 CONCRETE TEST SPECIMENS P.O. Box 23814 Tigard,Oregon 97281 rest Methods: ASTM (...).7,..'"k. 1 .51./c::19/(..:31/(. 1'.tr:,4/L 1't .. - Phone(503)684-3460 FAX #684-0954 )ate Molded 10/30 _— , 19 .4L-' 4 Job No. -'45. 41 li'' -- Permit No: ;liens STERLING DEVE.LOI-'r1LN l Cid - JLI-F PA5AK _ - - alit, I aiP9,-/„v„./ 'roject TI(ARO PROMENAL)1; - 517-93'-Cod Y lddress _T I C,ARD ON ontrartor Si) DEACON CURF'UR,'i I Rol Sub Contractor ;oncrete Supplier W1LSONV IL LE CONCRETE F'hUDU1.. Truck No bt) - Ticket No ;ast By t; . WATSON Cu.Yds. _ Load No t SUNNY Neather: — Temp High - Temp I ow WL$1 LUAC)TN(( DOCK FE1AININh WALL F t)UFINI, . .ovation of Placement: - - . Y. _Test Tens- - Concrete Temp. 3000 itrength RequirementPSI 0 daysSlump Cement Type SOr.,UW t Aix No.INo.Sacks - Air Content Max Aggregate ldmix Amount __-- ,tllfawd: _ __Admix.Amount ©rand Set Test® Register Date Date Total Unit Report Tested No. Days Number Rec'd Test Load Area I'S! No. By I / 7c:4: / 1 t :"U.: i t;'_. ,i: ,,i . >{ . <l) ,101/4)C. 11.-: 2>3 , 21' 1i/O2 11. . I . ._ , i..1r, .'ki.:.'d 4i11) _It< 28 /227 11/02 11/..- {:: ,4:1!. 2+.4 ..' : 4r.'4(u 113 1 — temarks• C'_= !.. C) l)EAt.UN L(- O't.1k(II I1rl _ t '.('l L1•t:''t . fiHak.' , IN' r)F i 1hf�rr.� — — — oformstlon contained herein K authorization not to be reproduced,except in full,without prior auorization from this ofNce. J Carlson Testing, Inc. Construction inspection & K`'°tr.I T"'` Geotechnical Co"aulttis i REPORT OF6X12 CONCRETE TEST SPECIMENS P.O. Box 23814 ASTM C172/C1231/C39/C31/C1064/C143 Tigard,Oregon 97261 Test Methods: ---__-- --_- Phone(503)684-3460 FAX 0 684-0954 10/30 95 95-4145 Date Molded - , 19--- Job No. — Permit No: -_- — STERLING DEVELOPMENT CO - JEFF RASAK Client - - - -- Bi4P9s - 031(4 /214P951601/01 Prole(' _T IGARD PROMENADE 51i—C113.257 TIGARD OR Address --- — — — — S D DEACON CORPORATION Contractor ___ Sub Contractor WILSONVILLE CONCRETE PRODUC 50 09846 Concrete Supplier _Truck No Ticket No Cal By: Cu G. WATSON 7 Cu Yds. _ . _ Load No SUNNY 53 30 Weather Temp High Temp low WEST LOADING DOCK RETAINING WALL FOOTINGS Location of Placement _— 3.20PM AR - Test Time: -Concrete Temp: _. 3000 2R 1 " -, Strength Requirement — PSI 0 days Slump Cement Tyro, 3050W 1/4 ° Mix NoJNo Sacks Air Content Max Aggregate Admix Amount Brand • x.Amount. Brand Set Te.,,0 Register Date Date Total Unit Report Tested No. _ Days Number Recd Test Load Area PSI _ No. By I 7 7227 11/02 11/06 85.034 28 .30 3000 JB , - - 28 7227 11/02 11/27 --- '_--�- - 28 7227 11/02 11/27 - - -1 - - 1 ._ --- ftrs*s CC: S D DEACON CORPORATION SAFEWAY STORE5 INC CITY OF TIGARD -. MPR ARCHITECTS tntormetion contained herein is not to be reproduced.except in tuft,without prior authorization from this office C1 Construction Inspection &Related rests arlson Testing, Inc. Geotechnkxil Consume P.O. Bcx 23814 Tigard,Oregon 97281 October 30, 1995 Phone(503)684-3480 •9 5-414 5 .CT I FAX(503)684-0954 Sterling Development Co Jeff Rasak aUPgS- 0 3 q.0, BUw415 �O40v S IT-OOHS 3252 Holiday Ct Ste 225 I La Jolla, CA 92037 Re : Tigard Promenade - - Tigard, OR 3/4" -0 Rock from Fernwood Quarry Gentlemen: Following are results of a specific gravity run on a sample Df 3/4 ' -0 rock . This material was tested on October 24 , 1995 . Results are as follows : C ZPEQIFIC GRAVITY O.:HD .T M 306A: OSHD TM 306A Rice Value = 2 . 581/161 . 1 pcf . Our reports pertain to the material tested/inspected only. Information contained herein is not to be repro-iuced, except in full , without prior authorization from this office . Ii there are any further questions regarding this matter, please do not hesitate to contact this office . Respectfully subm' tted, CARLSO TWIN INC . 0ou as W. Leach P ident eco cc : S D Deacon Corporation yzeity of Tigard MPR Architects Safeway Stores, Inc - Phil Jot telstal 410 30-115.105.1 Construction Inspection & Related Tests Carlson Testing, Inc. Geotechnical consulting ,1OBNO. 95-4145 Oct :30, 1995 PO Box 23814 Tigard,Oregon 97281 Phone(503)684-3460 REPORT OF IN-PLACE ASPHALTIC CONCRETE DENSITY TESTS FAX I 684-0954 Client STERLING DEVELOPMENT CO - JEFF RASAK 8.ap1S 031141 ,4P9r -tlow/ Project TIGARD PROMENADE - - S i T 'S- ( O D y TIGARD OR DerCription CLASS "B" ASPHALTIC CONCRETE FROM M.B. I. - COFFEE LAKE Rice D.niny 156. 7 Marshall Value Method of Test ASTM D2950 —_ _ Serial I 18 312 NUC 3440 OASOf TNESST O TE TEST L O CATION Lift No. In Place Density =NOM 10-23 1 SAFEWAY, SOUTH SIDE, CENTER BUILDING BASE 142.6 91.0 10-23 2 SAFEWAY, SOUTHEAST CORNER BASE 146.2 93.2 10-23 3 SAFEWAY, ROAD SOUTH SIDE, WEST BUILDING BASE 149.7 95.5 SXFEWAY, ROAD SOUTH -10-23 4 SIDE, WEST BUILDING, WEST END BASE 149.0 95.0 SAFEWAY, WEST SIDE - —' 10-23 5 OF ROAD, WEST BUILDING, SOUTH END BASE 145.4 92.7 `SAFEWAY, WEST SIDE 10-21 6 OF ROAD, WEST CUILDING, NORTH END BASE 147.4 94.0 %marks: cc: S D DEACON CORPORATION SAFEWAY STORES INC CITY Or TIGARD — -- ----- — MPR ARCHITECTS_____ _—_— tested by E. BUSCH --_ CW CARLSON TESTING INC nformation contained herein is not to be reproduced, except in hill, without prior authorization from this office. ► Construction Inspection&Related Tests Carlson Testing, Inc• Geotechnical Consulting ,oA p„0 95-4145 P.O. Box 23814 Tigard,Oregon 97281 1 /. .,., Phone(503) 684-3460 REPORT OF IN-PLACE DENSITY TES1 S FAX (503)684-0954 Client _- t F-Et:J INC, CILUELCtPMLt I i i L_ JL-4' 14.6:-. 41. - --_-- Protect _ T 1(Ak1J PkuMF NAI)}- _ Biu_a s-o a ilei 13(4aq s 1 eumprr—_ 11(,F,i;c1 ul; Material Description .3/4 "-0 kULK FROM 110E.. L1Fit.JTiiLii:r - 1-'hUGKE5S 00ly Max. Dry Density 11Y.1 lbs./cu.ft. Optimum Moisture 11 .4 % Method of Test AASH 1 U r-1 tiV Serial # c2,5 ibi NUL. 1440 DATE OF TEST % ADJ. ELEV. FIELD IN-PLACE DENSITY % TEST NO TEST LOCATION PCOARSEES DENS. FT. MOISTURE (LBSJCl1 FT.) WET 1:0•`' COMPACTION i, i GAS LINE CS_+ Ir-I l I1ON 2+50 1 OFF BUILDING B GRD 10-- 1t.1, GT GAS LINE @ STATIGN l +T,0 — UI-F BUILDING Ii GRD VT GAS LINE D STATION 0-t5 - .s OFF BUILDING B GRD 1U-lb . ki 1 A i . :) '�i-s � GT GAF LINE ® S T A T I UN U+�_` --- 4 OFF BUILDING L GRID 10_16 0 lb .2 1 1.'e_. . 1 .)/ —.-----4 r— Remarks ci_:. , I i DE.Ai_Ut4 I.i.'t.I-'i_ii.., I I' iI I .11i i.b, , I •, , : H. 44.1 1 1 iii. 11 lit ih<I MPH ARCH fLi_ I • . . LLACH I.1 Tested by _ .._. CARLSON TESTING INC Information contained herein is nor to he reproduced, except in full, without prior authorization from this office. Musil Perkowitz Ruth s Architecture Planning Transmittal To. Jim Funk Date: 10-23-95 Community Development Dept. City of Tigard 13125 SW Hall Boulevard ..- Tigard, OR 97223 Project: Tigard Promenade Job No.: 93-657-22 Tigard, OR Regarding: Comments to Plan Check Correction List Building "A" Permit No. PC7-77c BUP95-0317 ASZCESSIBILITY; it No ramp or obstacle may extend into parking space or aisle IOSSC, Section 3104(a), ORS 447.233(4)). Revised Details 12 & 13/SA-2 The one employee restroom shall have unisex signage mounted on the wall adjacent to the latch side of the door 60" above finish floor. Finish, color, braille characters and pictorial symbol signage shall comply with accessible requirements of section 3109(o). Privacy lock And an "Occupied " indicator shall be provided [Table 5E(1)1. Revised Details 7/A6.1 I.A. Every tenant space with an occupant load exceeding 30 shall have a drinking fountain provided IOSSC, Table 5-E, Note 51. A) Where Drinking Fountains are required, one shall Be mounted at standard height and one mounted to be accessible for persons with disabilities (Section 3108(d), and Table 5-El. Key Note #23 sheet A1.1 & Detail 11/A6.1 All lighted exit signs shall have the international symbol of accessibility incorporated. i IOSSC, 3109(o) GI General Note #9 sheet A2.1 ie. Electrical outlets shall be located not less than 15" A.F.F. IOSSC, Section 3109(c) 31. Disable Access Note #3 sheet TS1 rarli.I. ubmit a completed Form 2A (Summary sheet) from an Energy Code Compliance Manual (Revised January 1993). Include relevant compliance forms and documentation. All Mechanical Plans are design build by HVAC Incorporated and should be submitted by th3m prior to installation. }'" For slab on -grade floors, the perimetc. of the floor shall be insulated with a thermal Resistant material, no less than R-4. The insulation shall extend downward from the top To the bottom of the thickened slab (footing) (Section 5303(d) 41. Revised wall details 14 & 18/A5.1 Sif3. Submit completed applicable Forms 4a through 4j, and required duct insulation Firm 4a �/ through 4c of the Energy Code Compliance Manual (revised January 1993). ?��rr' All Mechanical Plans are design build by HVAC Incorporated (I and should be submitted by them prior to installation. EIF;E &11EESAFETY; Openings in exterior wall less than 10 feet from the property line shall be protected with a three-fourths-hour fire-rated assembly IOSSC, Section 504, Table 5A, Footnote 11. The scupper and roof drain openings are not permitted. Revised Details 8/A5.1 and Door Schedule (door #3 & 5). The allowable area for a Type 5, Non rated building is 8,000 square feet IOSSC, Table 5C) Revised Building Summary, sheet TS-1. / / 4' Plans for high-piled combustible storage must be submitted for review in accordance with UFC, Article 81 General Notes #2, sheet TS-1. Tenant should be responsible for submittal under tenant improvement plans prior to occupancy. r4. TIm maul exit of a Group B Occupancy is the only exit permitted to be signed in accordance With OSSC, Section 33(c) Exception 1. Revised Fire Note #8, sheet TS-1 STRUCTURAL; tk1. Provide sheet S-2 with details referenced on sheet S 3 Revised Sheet Index on sheet TS-1 & Sheet numbers on all structural sheets. c2)Provide structural calculations for the structure. A. The design live load for the root shall not be less than Q6 lb. Snow loading without deduction. Revised calculation sheet R-1 & sheet ST-1 to relfect LL=25psf non-reducible all roof framing and foundation design used LL= 25psf. • 1 STRUCTURAL Cont.: I 3. Provide confirmation of removal of all underlaying land divisions of the Tigard Promenade Site This is an issue for Civil Engineering and should be taken care of by (W&H Pacific, 8405 SW Nimbus Ave., Beaverton, OR, (503) 626-0455) 4. The Awning and its attachments to the building shall be designed to resist the total design Seismic forces prescribed in OSSC, Section 2336(b). Submit the Engineer's design and supporting c3lculations. Awning contractor shall submit drawings prior to installation. Engineer's Design to resist total design seismic forces prescribed in OSSC. Sec. 2336(b). MECHANICAL Mechanical system and drawings are design build. Plans should be submitted by HVAC Inc. prior to installation. Building department comments have been faxed to: HVAC Incorporated 815 SE Sherman Portland, OR 97214 SPR1NKLE.H_Si 1'. Submit plans of sprinkler design with calculations prior to fabrication and installation. Sprinkler system is design build by: Grannel, 2870 NW 29 Th., Portland, OR 97210 (General notec #3, Sheet TS-1) 2. The sprinkler system riser where it passes through a concrete slab floor shall be provided with A clearance of 2" around the piping INFPA 3-10.3.41 General notes #21, sheet TS-1 PLUUM@1NCL 1. Roof Storm drainage piping must be connected to an approved storm drainage system (Section 3207 and 2905(f) and OPSC Section 14011 See Detail 8/A6.1 By: cc: Mike Leberman/MPR Jose Mendez Sake Reindersma/MPR John Kuhl/ SD Deacon 9150 SW Pioneer Court ♦ File Suite T Wilsonville, OR 97070 (503) 685-7350 I OCT - 2 ".S - 9s WED 19 : 39 ANF . ASSOC I-2' - e• lV 5 ,,- -...-:r !. uLs ,at. r `..... G 11_1 i 4ARD . Qy� L~-" ._..�-- Revs SE A it-t I ...- Shoo Our dZaas n_, yr _ C _) Pxo f Load Rr:alin4A AI'.aa L.0 J• I„? .o Ins i • PIrico el z.c • z.. o Itzt--2cirlio 1.0 ' Lr ..,-c , krill . !1.t • i.S • �{ • • z.a . 2....0 • t6.0 p:1 it-1179f to,o IL . s rs-f C ;,o„ - rect.A c...blel • p . cartL_Ay16 ( by Awning Fabr,c I ) • z „ : : 0!. =15.0 ps` 117CT .L2c—•913 WED 1S : 39 ANF 6 ASSOC P . 06 s . ANF & ASSOCIATES Tac OA)448-d112 Joe No.235-13} .enrrldnl Strvetunrl!glows Foy:(111)40'1092 9500 r« .1.• 9500 Tihru Ava,Tarr 101,1a won CA 73 • a M 'f: o R . N sK,.J. a�,.,._ ® , ® 0 0 s41 5s e^ >la4241/04. . . ! I u/2.I).!6/1__C k) 51ii0(251 ( ) i • ' M � . r Y _ • N Itti I iS I i ` 01x10 ti a o� �9 o r pL - i 4 psf 41-7-1:1--g P4 use '25 prf in des,3n r Pur, l n _ 6Oc- ,,r f... '�- 31$1P�t w = 8 ( 16° = I 00 Zg 10 span s30, ' Ict •s 50, CS16) czII-Bk s1 use 14- K9 e e_1o_c• cop . 1�-1 _ U.): SC4-0 t s(irtlrt 4t) =LS'S W/I x s4 M es $63 i 3 1 i)/8 II/ - - SA• I rrI , L 's '4 .Vse'3G5N17sK w =z2C44) U9p2/0 use w?_4$44 - R torvlC 41 Frxine C -t 41�3 - G L r 0' use "64G,T ) - s-ss I w=g,(Io t s ,&I; +5'A1rj 4- s c'H) • 4.%1/' T = 31 5 rt3j,C3`l!) ,r Su�b-• Porth a �4 ' vc. R .ee4x -2. b900� t, -- 2- (-�51 So ) 1 d.*/' m 'n ,�= 4ri2 'S'i,s 2S G s 2. lou! ken • t"8 M * -lo x Vis' • c60111' - S'R a 540,(11 4.3 USG 141,a,Z r'Oc.11.1e- AR. r '19 x .�5$I.3 m A5 .- Cc 1 33( lb ) 4-G s *f i 1.5 .1.•••-: 111 Mi,- -0(11)/8=2520 6R= 7-1-- XIZ= 2o r ' )Qy,.gl -pile _ ctr—� �R �Gx , s 3 j '710' Mit w -1° (Io) / 6 =' 815. sm- a, 2- x4Q�l+d0co Carlson Testing. Inc. Construction Inspection 6 Related Tests Geotechnical Consulting REPORT OF 'X 1:' LUNLkEII: TEST SPECIMENS P.O. Box 23814 rest Methods: Ab i M ('1/2/C 1 i"i 1.i( a 7I. 1 i I 1 Ur.�4 �I_ 1 it a Tigard,Oregon _ — Phone(503)68n 4--3460 FAX 5 684-0954 Date Molded: ._ 1U/_t• ___ , 19_7L' Job No. '!'' 1 1 4'' Permit No: -.- - ;liens: 5r1k1._ LNI, UEVELulfMt_NI Cil - :11:1-1 kA':AK _ 4r_o'3(t/r3oPfsloWV Project t IGARD 11t0MENAUf. __ _ S,Tti1S-0Oay Address 1 .lt�ARLI OR ;., U OE ACuN t.tui-'URA I furl Contractor — _ — _ Sub Contractor. Concrete Supplier: W1 1.50NV 1 LL E LUN( RE. 1 E 1'kUL)U' Truck No _- Ticket No. _- 6 0'I/21') Cast By: _____--__l . 0 'C ONNL R __ __.Cu Yds. — '-- _---_Load No.1 OVERCAST b:' 4.3 JHeather: — _Temp.High: Temp.Low: oration of Placement .AFEWA'Y TOPE" "- I_.i)c i, I rlti 00C H 10 I- .iri A t 0 .0 —._-__ --- _.____-Test Time: :i)V Concrete Temp: #7, Strength Requirement 3000 PSI 0 `y{_—days Slump 4 1/` I. _ Dement Type 4000 TrriirEn 40.-,.oW 4/4 Mix No/No Sacks —Air Content — Max.Aggregate Admix.Amount Brand: --____ _ Admix.Amount _.-_ Brand: Set Test° Register Date Date Total Area Unit Report Tested No. Days Number Recd Test Load PSI No. By — 't 70" t t'0.- .'% 10/ I i' , I. r-. ;.:0 .20 40410 1 i.i ---- - — --- - — — 7 '(?';►.t 10i:-.'/ I1 I' 101.. 0I'40 ‘'H .. 1 37150 JI H 7093 10,.' 7 I I c.,'") 7 ik, ,:I3 . . l 5520 .1Ei .. ----------- -4_ - I `i 709 i 1 (), . 1 I `0i , :,:n., �. .._ 1 ., i..i0 H iemarks ' ' . , I I..,L,.iiitI..i,4l_ i 01-'l 'I ,I'',, i I ')t.i. . . _ _ _._... ____--=AE'LWrl1_ I ' y<I , I tI 1 1 l I' 111 1 11-1(1k1 r Mf'il 6I-'' III I f ( f hL.L: t3.6h 1041a , I '1:.L-JILL) I)I',LY.i ,i i p., i , , LI ,i 1 • , i1 I_ j p__- ) i 1 ,ii 11' -...- intermitted contained Mum is not to be reproduced,except in full,without prior authorization from this office , • Construction Inspection&Related Tests Carlson Testing, Inc. Geotechnical Coo sulttatq P.O. Box 23814 MOISTURE — DENSITY RELATIONSHIP CURVE Tigard, Oregon 97281 HARVARD Phone(503)684-3460 OCTOBER 26,1995 FAX(503)684-0954 95-4145 Client: STERLING DEVELOPMENT CO — JEFF RASAK -!)tA.P A 5--031 V I raU Pa1S1 Project: TIGARD PROMENADE 040U45 gr-COQ 5- Location: ON—SITE Sample: 3/4"-0 ROCK FROM FERNWOOD QUARRY Test Methods: OSHD TM 104,TM 106 Sample Method: AASHTO 12 Preparation Method: MOIST Type of Comp.Hammer: CIRCULAR Compactivc Effort: MANUAL Percent Passing #4 Sieve:49.7% Oversized Material: REMOVED Date Received: 10-18-95 Date Tested: 10-24-95 Optimum Moisture: 21.0 % OSHD TM 104 112.2 PCF Optimum Moisture: 11.4 % OSHD TM 106 127 PCF 116 115 — -- 114 r .1 1 4 -- --4 -- ►' I. 07112 — 0 to 111 --- -- 110 --_ --- --- - -- w 109 17 1$ 19 20 71 n 73 24 MOISTURE. CONTENT (S) cc: S D DEACON CORPORATION SAFEWAY STORES INC — PHIL JOTTELSTAI CITY OF TIGARD MPR ARCHITECTS Information contained hercit, is not to he reproduced,except in full,without prior authorization. Carlson • Construction inspection & Related Tests Te s t e n g, Inc. Geotechnical Consulting P.O. Box 23814 MOISTURE — DENSITY RELATIONSHIP CURVE Tigard, Oregon 97281 Phone (503) 684-3460 FAX (503)684-0954 10-26-95 Client: STERLING DEVELOPMENT CO — JEFF RASAK 95-4145 Project: TIGARD PROMENADE 1 Pci S--nu' ) i3u>'61.4-1 0400 / Location: ON—SITE(STOCKPILE) `' l r- 0001, S Sample: 3/4"-0 ROCK FROM FERNWOOD QUARRY Test Methods: AASHTO T-180 METHOD"D",T-27,T-265 Simple Me:hod: AASFITO T2 Preparation Method: MOIST Type of Comp.Hannan:: PIE WEDGE C�:�eaarl�r�fe�lrrt. 14.24`};r1 ICAP. Percent Passing 3/4"Sieve:90.8% Oversized Material: REMOVED Date Received: 10-18-95 Date Tested: 10-19-95 Optimum Moisture: 16.2 % Maximum Dry Density: 124.1 PCF 126 12s — 124 r.173 - r- b1 Z W I I; -- ------ et 121 — - --- 120 - — - - -- 119 - 13 14 15 16 17 11 19 20 MOISTURE CONTENT (%) cc: S D DEACON CORPORATION MPR ARCHITECTS CITY OF TIGARD SAFEWAY STORES INC — PHIL JOTTELSTAL Information contained herein is not to be reproduced,except in full,without prior authorization. • Construction Inspection 8'Related Tess Carlson Testing, Inc. Ton r10. 95-414 P.O. Box 23814 Oct 16, 19' 5 Tigard,Oregon 972(31 Phone(503)684-3460 REPORT OF IN-PLACE ASPHALTIC CONCRETE DENSITY TESTS FAX N 684-0954 Client 5IEFL1NG DEVELOPMENT CO ... JEFF + . Project_ 11t ARU PROMENADE T I CARD Ok Description. LLA$5 "C." ASF'HAL [IC CONCRETE FROM M .U . 1 ._LUFFLL LAI:L - R ce Density Marshall Value __ Method of Test_ N;+i M 1-) 50 SeneIN 18312 NUC 3440 O TEOF TEST TEST NO TEST LOCATION Lift No. In Place Density COMPACTION 10- 24T SAFEWAY BUILDING ',i1UTHWt:oii LOF'NEP , 90 ' LJ _1 1u ' 145 .4 93 .E 10-24 15 SAFEWAY BUILDING NOR1HWE5I CORNER , 90 ' WEST [OF' 146 .0 94 .2 10-24 16 SAFEWAY BUILDING NORTHWEST CORNER , 150 ' WES f TOP 145 .6 94 .0 10--24 17 SAFEWAY BUILDING SOUTHWEST CORNER , 150 ' WEST TOP 142 .5 92 .0 10-24 18 5AFEWAY BUILDING LENIEF , 150 ' WEST [OP 146 .2 94 .4 10-24 19 SAFEWAY BUILDING 50UIHWE51 CORNER 200 ' WEST TOP 145 .6 94 .0 10-24 20 SAFEWAY BUILDING NuHIHWESI CORNER , 200 ' WEST TOP 148 .7 96 .0 10- 2E 1 PARKING LOT 2ND PANEL, EAST OF 1 141 .6 91 .4 2ND RQIo1-QF .LZGHT».EQLk:._�SQS1�H_END._10 -25 2 PARKINGppWLOT G1HST gPANEL, EASTDOF I 139 .2 90 .0 FII ilyduQT..t,TI7I1T.�i�AS �r,411NF BASE FROM SOUTH__ 1c1 i L1t.Hl tiA`_.L' WU Wet I k . rl Hft. .001H 1 141 ./ 91 .5 to �5 4 NUk1HLrI_,1 Ul1A0kHIJI I ',ih:Y. i1J 101 I 141 .5 92 .0 UIJAUb 1ir4 I --` - 10. 1•`_, (j[ 1-'61-r. 11411 LU1 , i, „r ,+ ,- WF, , EsUILU114, 1 41. .' /1 .,, Remarks: - - I-A I qr.N ,,4 I., '4,r . I !"Iv -- _..I r Nr+ •r .tet- • E1V I I 01 rick.: „1 , IIIi + • --- —- -- — . LA. II /B. O'CONNOR Tested by — CARLSON TESTING INC. Information contained herein is not to be reproduced, except in full, without prior authorization from this office. Construction Inspection & Related Tests Carlson Testing, Inc. P.O Box 23814 NO - Tigard,Oregon 97281 Phone(503)684-346C REPORT OF IN-PLACE ASPHALTIC CONCRETE DENSITY TESTS FAX N 664-0954 Client STERLING DEVELOPMENT Ltj Project 1 I GF,f{U PROMENADE T I GARD OR Description CLASS "C " A'.F'HALIIC CONCRETE FROM M.B_1 . LOFFt<L. LAKE Rice Density 1 '�i ' O2Y5U ,� Marshall Value Method of Test ASTM Serial M 18312 NUC 3440 DATE OF TEST TEST NO TEST LOCATION Lift No. In Place Density COMPACTION 10- 3 I SAFEWAY BUILDING EAST SIDE , SOUTH END TOP 143 . 1 92 .4 10-1j 2 SAF LWA1• BUILDING LAST :,I UL , NOR l l-1 END 101' 145 .4 10-24 1 SA1SWAY BUILDING NUkTHWEs: CUkNER OF RU TOP 146 .4 94 .5 10-24 2 SA/ LWAY BUILDING WEST 51UE , CENTER TOP 148 .4 95 .8 10-.24 3 SAFE.WAY BUILDING SOW OF N1R OF KU 101' 148 .0 95 .5 10-24 4 SAFEWAY BUILDING 5UU1H ' ADE , 20 ' }UU1H TOP 141 .5 '41 .4 10-24 S SAFEWAY BUI.LDING SOUTH SIDE , 40 ' SOUTH TOP 143 .2 V2 .5 10 -24 6 SAF L•WA1 BUILDING 5UU1HEAS1 LukNEF , 4u ' SUUTH TOP 147 .9 95 ,5 10--24 7 sAF EWAY HU ILD ENG SUU I HERS 1 CORNER , 15 ' SOUTH I UF' 14/ 'Atli IH ROAD 105 ' WET 1 u 4 8 OF SOU T I IWL'-, I t.U11NE.R OF rI► L WWI BU ILO 1 IJt_, [UP 141.• .2 .4 ..,0U I H ROAD ,e25- 1(.; 251(. > OF 1,Ull I F RWE .T LURNE R Ut ='i,l L WA I BO ILL.i IJL, I ui ' 14 i. .4 '34 . 10- 24 10 t,At EWA) DUILtd ING SOU THWL�,I LURNLI< , WI__. I I ,-II' 144 .4 lu••._4 I1 JAF SWAY BU I.L.l'tNia IJUR11iWt 'I t !_'I<flk h: , 'v WL i t)) 1u t_WAY ( UILI)1NG IJURII 01,111_I , W,- '• I l‘_. i .4,f• L.WA'i U(J I L.U 1146 ,t:)lI T HWE- i t 11 if t , t; I II 1 '4 . I Remarks: _ -- — . r I I r•1.41#4 r 1114-0_ • 1444 -{t I I I IA I1t,�+h'I --r-- HI rHI'I r1RI_H I IE t- 1 t. 1 i l I I /B. OCONNOR W Tested by ____ CARLSON TESTING INC Information contained herein is not to be reproduced, except in full, without prior authorization from this office. Carlson Testing, Inc. Construction Inspection & Related 'Pals Geotechnu-al Consulting 6X 1.' CONCRETE REPORT OF TEST SPECIMENS P.O. Box 2.3814 ASTM C172/C1231/C39/C31/C1064/C143 Tigard,Oregon 97201 Test Methods: Phone(503)684-3460 FAX 0 684-0954 Date Molded: 10/26 , 19 95— Job No. 95-4145 - Permit No: Ul P 4 c-01 V /t UPq A V MM/ li Client: STERLING DEVELOPMENT CO - JEFF RASAK - _ - S IT OO?t/ Prnlecr TIGARD PROMENADE Address TIGARD OR S D DEACON CORPORATION Sub Contractor Contractor — --- - — - Concrete Supplier WILSONVILLE CONCRETE PRODUC 52 G09725 Truck No. Ticket No. 8. O'CONNER —Cu Yds. 9 Load No 1 Cast By - - OVERCAST 62 43 Weather _ -- — Temp Nigh Temp.Low "SAFEWAY STORE" - LOADING DOCK H TO F .8 AT 0 .0 Location of Placement. 3:00 65 Test Time Concrete Temp — 3000 28 4 1/2" Strength Requirement 4000 POURED PSI 0 days Slump __ Cement Type 4060W 3/4" Mix No/No.Sacks Au Content -. Max Aggregate Admix Amount: _ _Brand Admix.Amount —___Brand: _ Set Test 0 Register Date Date Total I Unit Report Tested tl Area N No. Days Number Recd Test Load P81 0. By __- 4 7093 } 10/27 10/3 85 ,726 !28 .20 3040 J8 7 709310/27 11/0. 105 ,890 28 .21 3750 J8 J 28 7093 10/27 11/2 1 28 7093 10/27 11 /2 , . .-- i • 1 Remark. cc: S D DEACON CORPORATION SAFEWAY STORES INC CITY OF TIGARD MPR ARCHITECTS ALL REBAR WAS PLACED ACCORDING TO PLANS AND SPECIFICATIONS Information contained herein is not,o he reproduced,except in full,without prior authorization from this office Carlson Testing, Inc. Construction Inspection & Related Tests Geotechnical Consulting REPQRT OF 6X12 LUNCkL r E TEST SPECIMENS PO Box 23814 Tigard,Oregon 91281 Test Methods: ASTM 0172/L1231/L39/(31/C106.41C143 Phone(503)684-3460 FAX 0 6840954 Date Molded: 10/‘4 , 19___22_- Job No. 'iS-414S Permit No: 1414Pgc-03/(I If2 4P4S/0t(UO/ Client -__-- STERLIN(a OE.VLLQPMENT CO - .]Ef F RA ,AK -- __5 i.rgN -0(1.14__-- — Project _ ___LLSat Pk(MENAI)L Address 1 1(.ARU OR Contractor $ Ll LA._At.Oid L.OkF-'UKNLI UN _--Sub Contractor. - —_-- — -- Concrete Supplier: W1L..VNVILLE LU1VLkE. TE. F'RUUUL Truck No ___ , ,_ _.. Ticket No. _— L1097;::, Cast By U. U 'C ONN(;k Cu.Yds. '_ _ Load No.1 UVE.RLA.�I t., 43 Weather Temp. : hemp.Low: Location of Placement: ,AFSWAY S T URL " -- LOAD I NV DUCK N 10 P .6 AT 0 .0 Test Time �i Concrete Temp. _t.'' Strength Requirement: — 000 PSI 0 days Slump 1 1�_ ._. _—Cement Typo 4000 POURED 40t,OW •. ,4 Mix No/No Sacks Air Content - Max Aggregate —.— Admix Amount -Brand: __ _ Admix Amount Brand Set Test0 Register Date Date Total Unit Report Tested No. Days Number Rec'd Test Load Area PSI No. By 4 /0'-/s .1 L., . i 6.:. ,/,...I> . ..i ...20 3040 J Lt / /o, .j 10. x/ - - —t - - — 211 /093 1 u. / I U r' ___i_ .. —1. — I /- . Remarks '-.,-_'_`L U AAA(U[T (.Uf .E b.LiLluly X111_l.Jdt.i i 1 uhL.,_.114� — I. 1 1 t OF 11l,ARU MI't- Akt_H1TEC ALL RE.E3AH Ws-+`, rt.. All.SthL.1j1-Jta._.L_4)_1'Lr+Nt tiiiL �.JtLtif jIHIJA./ _ Infomtation contain ad herein is not to be reproduced,except in full,without prior authorization from this office.- _ --- • Construction Inspecti„m & Related Tests Carlson Testing, Inc. . JOEL NO P.O. Box 23814 Tigard,Oregon 91281 95-4145 Phone(503)684-3460 REPORT OF IN-PLACE ASPHALTIC CONCRETE DENSITY TESTS FAX684-0954 Client _ STERI ING L)I 111-1_ OPMLNT _CO - JEFF Project _ TIGARU k-'ROMENAD):_ TIGARD OR Description -_- S..LASZ, ”L " CONS, LJ E_ f l;ot-1 r1 .Li . 1 . �OF F LL LAKE_ _ Rice Density 1 { Marshall Value Method of Test A T M 0/950 Serial K_ 10312 NUC 3440 DATE OF TEST TEST LOCATION Lift No. In Place Density mac ACTION TEST NO. ty c 10-23 1 SAFEWAY BUILDING LAST SIDE , SOUTH END I��, 1 .4 10-2J 2 SAFLWAY bU1LU1NG LA'f :AUL , NOPIH EAU lo- 145 .4 9.3 .9 10-24 1 SAFEWAY BUILDING NUk1HWL`�I t_UkNER OF HE.) lot 146 .4 94 .5 - 1U-14 2 SAFEWAY BUILDING WEST SIDE , LEN1kk IUF•' 148 .4 95 .8 10-24 .s SAFEWAY BUILDING _.uUTHWL I t URNEk t_11 HL) 1 ut-' 14b .0 95 .5 10-24 4 SAFEWAY BUILDING SOUTH .AAUE , 20 ' SUUIH TOP 141 .5 '91 .4 10-24 5 SAFEWAY BUILDING, 'OUTH SIDE , 40SOUTH t uP 1.43 .2 '42 .� 10 24 b SAFEWAY BU !LUING 50U1HEA.,1 t_OHNEk , 40 SUUII, '45 .x, 10-24 / SAFEWFI'r BUILD ING SOUTHEA ,1 CORNER , 1t, ' SOUTH lot- VE, .0 SOU I H ROAD 1 V.`. 10- 4 d OF SOU T 11WL _, I 1_ukNL k Of oaf LWAY BUILDING SOUTH RUAI) WL•>T 10 • .. OF _,uU I t iWL . I L UkNE R L W. 10- 24 10 5Af EWA'. BUILDING 5UUTHWLS I t.OkNt 1- , Wr I i-If' 144 .4 10-•24 11 SAFEWAY t UILI.)1NC, NOR TNWE`_•I t_ 't ritI. , IJt 1 n 1 .4 t 10-24 12 `,AFIL, WAY Is•Ill_l11NI:, NUkIHWES+I I- UkNLk , 1I4 14') . .. I <4 I ? HF L Li(i i 01.11 I I 1 NG ` UI-I f HWE.`_• f 111<I,1t f: , • li I .1 I Remarks: .L-N. • .• t.' t ., .'h/ - 1 I-4,4 - 14N 1. I l l ! ! LI,r,F.1) r1J'I, Oki. II I 11 1 I H /B. O'CONNOR i w Tested by CARLSON TESTING INC Information contained herein is not to be reproduced, except in full, without prior authorization from this office. Construction Inspection g Rela.&Tests Carlson Testing, Inc. P.O Box 23814 JOB NO 95"414`.•- Tigard,Oregon 97281 Phone(503)684-3460 REPORT OF IN-PLACE ASPHALTIC CONCRETE DENSITY TESTS FAX N 684-0954 Client __ '�l LkL LNIa ULVLLUI'ME.N I t_ IJ ILI I- kA A1\ Pro,ect I 1 ur;h't 1-'kUML NAL)L I 1 t.,Ak0 Uk Description ' A St-HHL F I l L UI'IL kt I t. r kurl M .L> . l . t I IJ f t t Rice Density L-" ' Marshall Value Method of Test ... I M SenelN Ic+ S1.. Nl1 ,441_ PATE OF I TEST TEST NO ..3TEST LOCATION Lift No In Place Density COMPACTION _ 10- G4 14 -,HWA I1l EtU1lll1Nh '.,(Ill1t4Wt I 'i Nt.F: ,. +U ' Wt 1 Itlt' L45 .4 `1 .'1 — 10- 24 15 sAF t lar-4l till 1 LU 1Nt-, NUE: I 1,WL .• I t_UkNLk , 'O • Wt i I UI' 146 . 1 �N . 10 24 It. t,At t.WA7 bU1LL'11.ft., NO, IHWL'.I I UkNLN , 1l•t.} WL 1 IUI- 145 .t '44 .x) 10- 24 1i '-.- 1 L Wri 1 tiU 1 Lu 1 NU .uU I HWt-. I L URNLK , 15U . WL'_. 1 I ut-' 142 .5 ',+2 .0 10-24 t W11l Lill 11. Li 1 Nt, L t.141L t , 1_.0 ' WL.'_'I l t_It-' 146 .2 a4 .4 10-24 19 SAF EWA', LU l 1.l.i 1 Nt, `+UU I I iWt `..I L ukNE_k 200 ' Wt. .T I UF' 145 .6 94 .0 10--.'4 .21,-.) S -l—. WA) E?I.11L.0 iNJu Nut: HWE. 1 t UkNLk , :200 WE__. I I U►' 14E4 . i' 96 .0 10-2`_, 1 PARKING LOT 2ND PAN. _, EAST OF 1 141 .6 91 .4 1 2ND Kms.-PI' .Li.01..QQL$ . QV.TN_END,.._ —� PARKING LOT 1ST PANEL, EAST OF l 1 + :. '40 .0 - 2nD ROWOF �t IST �Li I1iT $: 12l ? BASE FROM SOUTH_ 10 1. 1 hI 1 1 t, 5 .i l' I..e-,t I h'-if I Iii}_ •uLI I i I 1 141 . / 1 u -.2'.. 4 I4IJI, lilt r+ I I"1i 11 1'IiKh. 114 , L I I 14. . -iirlkTiiL,+.7 Lo. IJt { � .• , 110,, LUI , 11;,I iii I_�t .n ' Lklt, i i•Ilii ' 1-tI . 11 .� 4 ---- -- —_ —�--- Remarks ---_ -.�- -- ---- - - - _� "4 4 "44,-► 'w i-► 4.4 I _.,.. -,»�ra+.++ -•+++ -t$4- - - 1 l I I --- f • ., , 1 I i /B. OTCONNOR �J W - - -- - Tested by CARLSON TESTING INC information contained herein is not to be reproduced, except in full, without prior authorization from this office. Construction Inspection& Related Tests Carlson Testing, Inc• Geotech►itcal Consulting P.O. Box 23814 Tigard, Oregon 97281 Phone(503;6843460 FAX (503)C84-0954 October 20, 1995 •95 -4145 .CTI Permit No. 1?)u4' -0316I1)6t4P4c1 vytxISIT -JSnc) FIELD INSPECTION REPORT DATES COVERED: October 19 , 1995 PROJECT* Tigard Promenade ADDRESS : Tigard, OR INSPECTOR: D. Leach •10- ,Q-95 : CTT representative was present at Safeway site and inspected rebar and supervised the placing of grout in block wall , 1st lift on line H from 1 to 8 ; line 8, F to H ; and 2nd lift on line 1 , b to F . Found all rebar pE pla:ls . Cast ( 3) grcut ld prisms and also made ( 3) non-gro.. , d. Grout supplied uv Wilsonville Sand and Gravel . •10.1.400 Our reports pertain to the material tested/inspected only . Information contained herein is not to be reproduced, except in full , without prior authorization from this office . If there are any further questions regarding this matter, please do not hesitate to contact this office . Respectfully submitted, CA: ,SO T TIe/ INC. poualas W. Leach Pr .sident DI :mm cc : Sterling Development Co. - Jeff Rasak SD Deacon Corporation City of Tigard MPR Architects • Carlson Testing Inc. Construction Inspection a Related Tests 3, Gtotechilical Consulting PRI$MS, IEPORT OF TEST SFE:CIMS NS P O Box 23814 UE3t 2.4-26 Tigard,Oreg.m 97281 rest Methods: �._.__. Phone(503)684-3460 FAX M 684-0954 10/19 95 '-1i. •1 , •t, tel u�"s e43Njr131410%- )ate Molded. .. _ __— , 19---- --- Job No. Pormit No ` 44401)10, ;Irene '-•TERLINII DEVELOPMENT CO - JEFF I:,'e .,�� 8ctPa/S �1��1� U311o9S10ya0/ 'rr est T 1 GARD PROMENADE 7 r / 4 5 - [k+� t( >t rIGARD OR \duress 5 f) DEACON CORPORATION ;ontractor _ Sub Contractor ;oncrete Supplier W 1 I `,ONV I I I I I ONI RE 1 L l'F-'l Ilene Truck No ''c lickel No 11 .)' 1..'I ;fist By ___U . LEACH Cu Yds 1 f toad No 1 RAINY i. ' 4H Neather lernp High. Temp Low BLOCK WALE. 1St l_IFt LINE H FRt1M 1 1(1 N , I INE H F TO H , 2ND ocati,,n of Placement --- _----._--_--..-- ._-- -- LIFT LINE 1-B TO F __. Test Time. Concrete Temp 1 `",00 7R strength Requirement PSI CO days Sk,mp Cement Type Aix No/No.Sacks _ Air Content Max.Aggregate admix.Amount. Brand Admix Amount R,and __ Set Test@ Register Date Date Total I Unit Report Tested No. Days Number Recd Test Load Area PSI No. By 7 6'4 '0 10/.'4 10/..!(:, 1014 ,4f- ',.z . ;.' ._'000 ID .' < 6970 10/24 11 1k, 106 .'390 58 .58 1820 3E1 ' , >t (9/0 10/24 11 ' Ii, 'ort , 1i'3 5t3 ., I 640 .lFi •, , 10/24 10. .'6 i ,'1'7139 .00 .'0'-,0 i IFl •'t. r,'0 'i. I 0/,''I I I if., r,. . t1 4q . e' Ir..'0 ID 1 ,,it I ti 1 tt, .'.'i 1 I 1 If. r..' , ',1 {►i .4e, It..'0 IFt ;erne-irks c c : , li fit (i iill i r l'I'1)I.',tl Irild `,AI F. `, Il1Rl. `, I Nt L I11 Iif I It,ARI i MI'I: AR( I1 I I I i I ' . dormation contained herein is not to no reproduced except in lull,without poor authorization tram this office r . Construction Inspection&Related Tests Carlson rk!st i ng, Inc. Geotechnical Con!:Lilting P.O. B:ix 23814 Tigard,Oregon 97281 Phone (503)6843460 FAX (503)684-0954 October 19 , 1995 ♦95 -4145 .CTI Permit Nc. FIELD INSPECTION REPORT DATES COVERED: October 11 , 1995 PROJECT: Safeway ,ADDRESS : S . E. C . Pacific Hwy & 109th street INSPECTOR: Gary Watson #643 ♦10-05-95 : CTI representative noted that the mason finished grouting grid line 8 , grids y to E, 0-4 ' - 8" to finish [look elevation . Additional reinforcement was placed at column locations as per approved foundation plans . Grout placed at free flowing slump and consolidated. Prisms need to be made next grouting. Wilsonville supplied 7 cubic yards of grout . ♦41ti.I.40') Our reports pertain to the material tested/inspected only. Information contained herein is not to be reproduces, except in Lull , without prior authorization from this office . If ther.) are any further questions regarding this matter , please do not hesitate to contact this office . Respectfully submitted . CARLSON TESTING, I C . it-- Douglas W. Leach President GW: seh cc : Sterling Development Co. - Jeff Rasak SD Deacon Corporation City of Tigard MPR Architects Carlson Testing Construction Inspection tie RelatedJt:t; , Inc. REPORT OF NF:I t'MSI E:ST SPP (:IMI NS P.O. Box 23814 Tigard,Oregon 97281 Test Methods: UBC �4 �'-� -.__._^_ Phone(503)684-3460 FAX N 684-0954 Date Molded 10/1`i __ , 19 Joh No. —i', `t l 41Permit No. 3 LAP4_5-'-03 11. . J Client STL:.kL 1 N O[VLLUI'MLNI 1_t) •• JLI•I I�r't.At\ 60 Lip I Protect 1 1GARL) F'ku. IL NADI.. Address _ 1 ___ Uk Contractor U UEAt UN ( Ut:t'Ut:A I TUN _Sub Sub Contractor W1l ,UNVILLE lUNlktlE I 'klrLsUl Truck No Ticket No IIL)'' ' Concrete Supplier --- -------- Cast By 1 L f +C H `_—_-- Cu.Yds. `!__---- Load No 1 Weather kA 1 f�{1 — — _ Ter'p High. . t� ___Temp LOW: BLOCK WALL 1`:l L1t- I L. I NL H FRUM 1 I i L .LNL )3 I Ii} H , ..).Nu Location of Placement: - -- -- --— L l t 1 L 1141. 1-t3 I U f• Test Time: _. Concrete Temp 1 + Strength Requirement PSI O ----4-t----- days Slump Cement Typ. • Mix No./No Sacks Air(:ontr+,, Max Aggregate Admix Amount-. Brand Admix Amount _ Brand _- Set Test@ Register Date Dei'• Intal lJnit Report Tested No. Days Number Red 11 .: Area load PSI Na By GROUTEL '. /... t i.' .. 't I0+3 yc4i.0 ',.I . f.. .:()VU Iii 10/.24 { l 1 �. , III l . •I . HOLLOW it, i I i Information contained)herein is not to he Irprcxfuced.except in fret,without poor auttsn'N.•t Irnm this(Mice 1 • Constnuction Inspection at.Related Tests Carlson Testing, Inc. Geotechnical Consulting P.O. Box 23814 Tigard, Oregon 97281 Phone(503)684-3460 FAX (503)684-0954 October 18, 1995 •95 -4145 . CTI Permit No. FIELD INSPECTION REPORT DATES COVERED: October 10 , 1995 PROJECT: Safeway .ADDRESS: S . E.C . Pacific Hwy & 109th street INSPECTOR: Gary Watson #643 *10-05-95 : CTI representative inspected 8" CMU construction on grid B line 2 . 6 to 8 . Line 8 grid B ,_o H, 0-4 ' -8" slab grade. All masonry below grade grouted solid. Wilsonville concrete supplied 14 cubic yards of grout . Grout placed at a free flowing slump and consolidated. Work inspected this date conforms to approved foundation plans . At line 8 columns bolts need 1" grout cover on all sides . Block should be moved east to insure proper grout coverage, 1 line 8 only grouted grid E. 5 . ♦415,1.400 Our reports pertain to the material tested/inspected only. Information contained herein is not to be reproduced, except in full , without prior authorization from this office . If there are any further questions regarding this matter, please do net hesitate to contact this office . Respectfully submitted, CARLSON TESTING, INC . Douglas W. Leach President. GW: seh cc : Sterling Development Co. Jeff Rasak SD Deacor Corporation City of Ti-iard MPR ArchiteLts Construction Inspection&Related Tests Carson Testin g, Inc. Geotechnical Consulting P.O. Box 23814 Tigard,Oregon 97281 Phone(503)684-3460 FAX(503)684-0954 October 18 , 1995 •95-4145 .CTI Permit No. f3t+tP-O'l<tto'(3u OI{Ap/Srr_j�ao FIELD INSPECTION REPORT ' ' DATES COVERED: October 13 , 1995 PROJECT: Tigard Promenade .ADDRESS : Tigard, OR INSPECTOR: G. Watson #643 ♦10- 13-95 : CTI representative observed 8" of CMU construction grid B line 1 -2, 0-2 ' -8" block foundation to floor line. Grid B-G line 1 0-2 ' -8" block foundat..on to floor line and grid H line 1 -8 0- 3 ' -8" block foundation to floor line. Wilsonville supplied grout at a free flowing slump and mason placed and consolidated it . Work inspected conforms to approved project plans . 8" CMU foundation insulated on the inside of building with 1 1/2" insulation . •41 1.400 Our reports pertain to the material tested/inspected only. Information contained herein is not to be reprodu^ed, except in full, without prior authorization from this office . It there are tiny further questions regarding this matter, please do not hesitate to contact this office . Respectfully submitted, CARLSON TESTING INC. (-IL) 1-1? Dougla W. Leach President GW: eah cc : Sterling Development Co. Jeff Rasak SD Deacon Corporation City of Tigard MPR Architects • Construction Inspection &Related Tests Carlson Testing, Inc. Geotechnical Consulting `lb-41`4 P.O. Box 23814 JOB NO 1!:t , 1 y'•i Tiperd. Oregon 97281 Phone(503)684-3460 REPORT OF IN-PLACE DENSITY TESTS FAX (503)684-0954 Client STERLING DEVELOPMENT l.0 - ILEI RA`:,AK Project T 1GARD PROMENADE V--()314 1 auP9SIOO tQL S(T-d0ay I 1 GAKO utt Material Description 3/4 "-0 ROCK FROM T IGARL) SAND & GRAvf: L Max. Dry Density 115 . 1 lbs./cu.ft. Optimum Moisture 12 .8 •� Method of Test AASH T U T-99 Serial M 14489 NUC i44C: DATE OF TEST % ELEV. rlEto IN-PLACE DENSITY TEST NO TEST LOCATION PARTICLES� g FT x ARE W�Les�cu.rT t _ [kw COMPACTION 4-3 RG 10-17 PARKING 9 .8 122 .4 111 . `, .41 _SF 44 RG 10-17 PARKING 13 .h 126 .5 111 .4 9/ SF _ 45 RG 10-17 PARKING 9.9 128 .3 116 . 7 100+ _SF 46 RG 10-17 PARKING 9 . 1 129 .4 118 .x, 1004 _SF .- 47 RG 10 17 PARKING 9 .2 126 .M 116 . 1 100+ SF _ 48 RG 10-17 PARKING 9 .5 124 .8 114 .0 99 SF 49 PG 1 ( 1 / PARKING 7 .5 122 . 1 113.6 a + SF 50 PG 10-17 PARKING 10 . 7 128 . 1 115 . 7 100+ SF 51 RG 10- 17 PARKING 7 .; 120 . 7 112 .6 98 SF _ 52 RG 110-17 PARKING 7 . 1 124 . 1 115 .9 100+ L SF Remarks: D DEACON CORPORATION SAFFWAY STORES INC CITY OF TIGARD MPR ARCHITECTN, K . THRALL it t•1 Tested by _ _ CARLSON TESTING INC. Information contained herein is not to he repn..luced, except in full, without prior authorization from this office. Construction Inspection &Related Tests Carlson Testing, Inc• Geotechnical Consulting 95-414 P.O. Box 23814 JOG No ^_._— --_ 1 I ' 1995 Tigard, Oregon 97281 Phone(503)684-3460 REPORT OF IN-PLACE DENSITY TESTS FAX(503)684-0954 5 1t14.1 NG DEVELUI•'Mt 14 I I I A I( I I hr,'.,,ii, Client T IGARD PROMENAIDt. Project 1114410Q 404 ----.--— -- 3/4 "-O ROCK FROM TIGARD '..',AND 6 GRAVEL Material Description 1. 15. 1 12 .:3 AASHFO 1-99 Max. Dry Density lbs./cu. ft. Optimum Moisture % Method of Test Serial N _ 14489 NUC. 3440 DATE OF TEST -- < AD . EV IEIU IN-PLACE DENSITY %TEST LOCATION MOISTURE W1LBS CU.FTof COMPAC I ONTEST NO Pat s DENS FT 53 WATERLINE RG 10-17 SF IN FRONT OF BUILDING "B" 8 ./ 126 .3 116 .2 100+ 54 WATERLINE RG 10-17 SF IN FRONT OF BUILDING "B" 8 . 1 124 .0 114 . 7 10<) I a 1 I 1 _ II I�eTerks: `-- — cc : S U DEACON CORPORATION SA.-EWAY STORES IN� CITY OF TIGARD MPR ARCHITECTS K . THRALL /r W Tested by CARLSON TESTING INC. Information contained herein is not to be reproduced, except in full, without prior authorization from this office. Inc. Construction Inspection & Related Tests Carlson Testing, IGeotecluttcalConsulting PO box 23814 Tigard, Oregon 97281 Phone(503)684-3460 FAX (503)684-0954 October 17 , 1995 •95-4145 .CTI Permit No. 13UP- O3I1o) au fris1 04Oc 15 1t- 3S� 0 FIELD INSPECTION REPORT DATES COVERED: October 12 , 1995 PROJiCT: Tigard Promenade ADDR,SS : Tigard, OR INSPECTOR: D. Whitehead •10- 12.95 : CTI representative was on site at 7 : 30 AM for concrete placement, at retaining wall south side of project west end. One set of (4) concrete test cylinders were cast and concrete tests performed. Concrete was supplied by Wilsonville Ready mix . A 3500 psi 3/4" mix with AEA. Concrete was placed with a pump. •427.1.100 Our reports pertain to the material tested/inspected only. Information contained herein is not to be reproduced, ex.-:ept in full , without prior authorization from this office . If there are any further questions regarding this matter , please do not hesitate to contact this office . Respectfully submitted, CARLSON TESTING, C. 1� I 4jJJ Douglas W. Leach President. DW: eah cc : Sterling Development Co. - Jeff Rasak SD Deacon Corporation City of Tigard MPR Architects ,A October 16 , 1995 CITY OF TIGARD OREGON MPR Architects \' 9150 SW Pioneer Ct . Wilsonville, OR 97070 Re : Tigard Promenade Building A PC7-77c BUP95-0317 The plans and specifications have been reviewed for conformity to applicable codes . Please submit three (3) sets of revised plans and specifications incorporating the following requirements : Accessibility No ramp or obstacle may extend into the parking space or [OSSC, Section 3104 (a) , ORS 447 . 233 (4) 1 . Correct Details 1 "2. and 13 on Sheet SA-2 . The one employee restroom shall have unisex signage mounted on the wall adjacent to the latch side of the door 60" above finish Lloor. Finish, color, braille characters and pictorial symbol signage shall comply with accessible requirements of Section 3109 (o) . A privacy lock and an "Occupied" indicator shall be provided [Table 5E (1) J . Every tenant space with an occupant load exceeding 30 shall have a drinking fountain provided (OSSC, Table 5-E, Note 5) . A. Where drinking fountains are required, one shall be mounted at standard height and one mounted to be accessible for persons with disabilities (Section 3108 (d) , and Table 5-E) . All lighted exit signs shall have the international symbol of accessibility incorporated (OSSC, 3109 (o) G) . Electrical outlets shall be located not less than 15" above finish floor (OSSC, Section 3109 (c) 3 ) . Correct Note 3 , Sheet TS-1 . Energy Submit a completed Form 2a (Summary sheet, from an Energy Code Compliance Manual (Revised January 1993 ) . Include relevant compliance forms and documentation. 1,2125 SW Hall Blvd., Tigard. or 97223 ,"503) 639-4171 TDD (503) 684-2772 MPR Architects October 16 , 1995 pg. 2 / • For slab-on-grade floors, the perimeter of the floor shall be insulated with a thermal resistant material, no less than R-4 . The insulation shall extend downward form the top to the bottom of the thickened slab (footing) [Section 5303 (d) 4) . 3 . Submit completed applicable Forms 4a through 4j , and required duct insulation Form 4a through 4c of the Energy Code Compliance Manual (Revised January 1993) . "4$'( Fire and Life Safety i.---- Openings in exterior walls less than 10 feet from the property line shall be protected with a three- fourths-hour fire-rated assembly (OSSC, Section 504 , Table 5A, Footnote 1) . The scupper and roof drain openings are not permitted. de The allowable area for a Type 5, non-rated buildirg is 8 , 000 square feet (OSSC, Table 5C) . Provide correct allowable area calculations in project summary, Sheet TS- 1 . Plans for high-piled combustible storage must be submitted for review in accor...:ance with UFC, Article 81 (see Sheet ST-1) . The r,.ain exit of a Group B occupancy is the only exit permitted to be signed in accordance with OSSC, ��ction I 3304 (c) Exception 1 . Correct Note 8 of Sheet TS-1 . Structural c- 1 . Provide Sheet S-2 w' th details referenced on Sheet S- 3 11- (4/S2 , 5/S2 , etc . ) . T . / Provide structural calculations for the structure . , . P i ,c A. The design live load for the roof shall not be less than 25 lb. snow loading without deduction . Correct Sheet ST- 1 . Provide confirmation of removal of all underlying land 7, divisions of the Tigard Promenade Site . ' ', Complete and return the Soils and Structural Special Inspection Forms . r� 5 • The awning and its attachment to the building shall be Q designed to resist the total design seismic forces prescribed Ul in OSSC, Section 2336 (b) . Submit the engineer' s design and Lj supporting calculations . MPR Architects October 16 , 1995 pg . 3 Mechanical 1 . Provide a mechanical plan for review and approval prior to issuance of a permit . Illustrate size and location of all roof-top units . Submit an engineer' s calculations for additional loading of rafters or trusses . yfrijel:2 . Each individual rcof mounted HVAC shall be permanently labeled as to the areas it serves [Section 504 (e1 ) . In addition, each unit shall be equipped with a power disconnect and a 120-volt ( receptacle shall be located within 25' of each unit [Section 5091 . 3 . The attachment of permanent equipment (HVAC) supported by the building' s structural components shall be designed to resist the total design seismic forces prescribed in Section 2336 (b) of the Structural Specialty Code . Provide an engineer' s design specifying attachment requirements [SSC Section 302 (b) 1 Sprinklers n r1 . Submit plans of sprinkler design with ca.' _ulations prior to fabrication or installation. rhe sprinkler system riser where it passes through a concrete slab floor shall be provid^d with a clearance of 2" around the piping (NFPA 13 , Section 3- 10 . 3 . 4) . Plumbing 1 . Roof storm drainage piping must be connected to an approved storm drainage system [Section 3207 and 2905 (f) and OPSC Section 1401] (see Sheet A5- 1 , Detail 7) . If you wish to discuss any of these items, please give me a call . Sincerely, James Funk Plans Examiner bup95-0317\pc7-77c Construction Inspection t> Related Tests Carlson Testing, Inc. Geotechnical Consulting 3EPOf1T OF 6X 12 LONI RETE TEST P�CIMENS ----- P 0 Box 23814 Tigard. Oregon 97281 rest Methods: STM C172/_C12;s1/C39/S-31./C.L43 Phone (503)684-3460 FAX 0684-0954 )ate Molded. 10/16 . 19_9.5 _ Job No. _95-4145 Permit No 1iO 11."Ar- ;Bent __STERLING_ DEVELOPMENT CQ -.-JErF RASAK - 84Pls-- n3/(./ 34 P4s,0'/c 0/ 'rowel T I GA1 D PROMENADE - - __ _ S it 4 S- 00)-if Address T I GARD OR ____ S D DEACON CORPORATION ,,pr(r�tpr; Sub Contractor. :oncrete Supplier- WILSONV I LLE CONCRETE PRODUC Truck No 33 Ticket No 609217 ;est By: S. LEACH —_-. cu Yds _L_ Load No 1 -.- __-- Heather _ RAINY —Temp High. ___Temp.Low _ 49 _ocatiar of Placement LOADING DOCK FOOT_I NG Test Time . 28Strength Requirement ___25 0- PSI 0 __days Slump 4 Cement Type Nix No./No Sacks 2500 Air Content - _ Max A 94z cgate t 4 „ Admix Amount Brand Admix Amount _ _ _ Brand _ Set Test0 Register Date i Date Total A � Unit Repur Tasted No. Days Number Recd Area Test Load PSI No. By 7 6758 10/ 1 , ,.A/: -I F.5 ,6`,4 28 .20 2330 3B 28 6758 10/ 17 11 1 102 ,930 28 .20 3650 JH 28 6758 10/171 1 1 / l A 106 . 190 28.20 3770 I JB 2A 6758 10/17 1 l /1 "1 100 , 110 �28 .20 3550 1 J8 4 fi 1 iemarks cc : S D DEACON C ORI'or- i 1''N `.4A1 I WA r '..1 of-i ' 1 NI CITY OF I1tiARIi MI-'R ARCHITEC T . nforrrratton contained heroin is not to be reprclirced,except in full,without prior authorization from this office 1 ' " LDG.A • 0 ,....._____........._ ....___ - -7 Construction Inspection 6 Ratted Tests Carlson Testing Inc ) Geotedm jail Coma!tins ----------------- 1 REPORT OF It)X 1 2 LONCRE.T E TESTSPECIMENS P.O. Box 38i4 Tigard,Oregon 97281 Test Methods. AS TM C 1 7',/C 1:, -41 Jr' 1`://( i 1 if 1 4 1 Phone(503)684-3460 FAX a 684 3954 Date Moldell 10/16 , 19-9L-- Job No. ')LA• 41-4 1) Permit No: 15_141)4S-oDi I. j B 1.4 IN r)0_41:44 chew SIERL I tikj_12kSEJ.LE±1E111L_U___L_ JEFF 1- AK S it-boar' Proiect. T I GARD PI,CiPii,NAUF kickers. TlUARD UI' Contractor. L.) LA-Ac ON C_UNPORA-I 10I Sub Contractor Concrete Supplier WILSIINVILLL LUNLRE 1E PRUIJUL Truck No ..: ? Ticket No Cast By . S. LLALli Cu Yds _i_. Load No I mon.n. .. . ..... RAINY Weather Temp High- - " -_--------_ Temp low _ L OAL)1NG IAA l', l'•001 1Nt, Location of Placement Test Time Concrete Temp 2 titA) 't-t .1 Strength Regulrenwit ___ P510 - days Slump Cement Type ;.:!AK) Mix No/No lacks Air Content Max.Aggregate '' '1 Admix Arnotjt Brand: _Admix.Amount: Brand Set Tate Register Date Date Total that Report rested , No. • Number Rec'd Test Load Ares PSI No By 7 t..; !dr.:, I.0.' .1/ 1(..).'._ _ t'....,1..`...4 ..:6 .20 2.12.0 JI: ,Zr:1 (>75ki 1U ' 1/ 1 1/1 .1 , Irt c,./56 10, 1 , I 1 Hull) i-,1(..,>.: 1 1.), I : _ — — b_ 111111Madit 4—•(gr.' Li_.1.L__UL A L UN LUREL)Iiii I ISJIA .itt t_1.11iii.L.LJEL.;-1___114.1._ — — 1. I I r iii I 1(:1;r1.:1) _ .til'H hak.111 [ELL:, . -- — — Information contained herein is not to be reproduced.except in tut without prior authorization from this office. -- — _i CCarlson Constru:tion lnspecticn &' Related Tests arlson Testing, Inc. Geoteehm-A cemaultin8 � , REPORTOF6X12 CONCRETE TEST SPECIMENS P O. Box 23814 Tigard, Orer o 97281 TestMethods: ASTM C172/C1231/C39/C31/C1064/143/C231Phone(5031684.3460 FAX *I 6H4-0954 Date Molded. 10/12 , t9 95 Job No. 95-4145 ,_ Permit No: — ------ Client ___ STERLING DEVELOPMENT CQ - JEFF RASAK _ $IAPgS- 01I li 1.1N4PA244141.DI IT - 1 5-00 Project. — T I CARD PROMENAR�__— _— —_--___ .- —�- , Address: TIGARD OR _. ___ IContractor. S C DEACON CORPORAT ION Sub Contractor — _.-__._ i { Concrete Supplier WILSONV ILLE CONCRETE PRODUC Truck No. 5? Ticket No G09050 Cast By: _— Co. WHITEHEAD -Cu Yds 1_9I2 Load No 2 — Weather: _- _—OVERCAST -- - — Temp.,Ugh: 61 Temp.Low: 50 Location otPlacement: RETAINING WALL SOUTH SIDE OF PROJECT , WEST END — _ 1 Test Time: B:2OAM Concrete Temp: 73 Strength Requirement 3500 Psi O 28 days Slump 3 1/2" Cement i ype `.'-'. _ Mix No./No.Sacks _ Air Content 4 ' 7% Max Aggregate '/A „ Admix.Amount ___Stand: — Admix.Amount: Brans - -_- -- Set I Test0 Register Date Date Total Unit Report Tested No._ Days Number Rec'd Test Load J Area PSI No. By --, 4 I 7 6617 10/13 10/19 72 ,872 28.40 2570 JR 28 6617 10/13 11/0' 102 ,040 28 .32 3600 3B 28 6617 10/1311/0' 101 ,100 28 .32 3570 38 28 6617 10/13 11/09 103 ,650 28 .32 3660 JB i Ramarks. CC_—._S D DEACON _CORPORFt F ION __ __._—___ _.SAPEWAY _SIO INC CITY OF TIGARD MPR ARCHITECTS —_— Information contained herein Is not to be reproduced,except M full,without prior authorization from this office. Construction Inspection & Related fiats Carlson Testing, Inc. Geoterirnical Consulting fa.f✓QAT QF6X 12 CONCRETE TEST SPECIMENS P O Box 23814 ASTM C172/C 1231/C39/L:31/C1064/143/L231 Tigard,Oregon 97281 Tr'st Methods: —_______ — ___ Phone(503)884.3460 FAX 1684-0954 10/3.2 '45 '45-414`) Date Molded: _, 19_---- Job No. -- Permit No: 1511Q41 5-t). R14p_grioit4e> 1 1 ERLING DEVELOPMENT C O - JEF i RA5AK Client: 5 I�•_Q�A -- - --- - _- TIGARD PROMENADE Protect --- -- - T 1GAP:) OR Address - — S D DEACON CORPORATION Contractor -_-.._ Sub Contractor: WILSONVILLE CONCRETE PRODUC 52 G09050 ' Concrete Supplier Truck No Ticket No. D. WHITEHEAD 19/25 2 Cast By .Cu.Yds. _ --t.oad No. OVERCAST r1 r i Weather -----_-. _-Temp.High: rernp I nw _- RETAINING WALL SOUTH SIDE OF PROJECT , WEST ENO Location of Placement --_ - 8.1.20firl 73 - --- �_ Test Time - Concrete Temp _.�X00 � �_. 3 1/2" I ,I Strength Requirement - _ _—__-- PSI 0 - days Slump Cement Type Mix HFo Mo.Sadie - ---.-- --- -Ak Mer ,1 Content --- Aggregate Admix.Amount. .Brand: _ • x.Amount: --Brand - — Set TOMO Register Data Date Total ( Unit Report Tested No. Days Number Mec'd Test Load Afee PSI No. By I 7 6617 10/13 10/1 ' 72 ,872 26 .40 2570 JB 28 6617 10/13 11/0' 28 6617 10/13 11/0 HOLD 6617 10/13 - - - 1-- - --- - - RemarksCc: S O DEACON CORPORA 1ION_- - SAFEWAY STORES INC -- - fZITY OF TIGA b MPR ARCHITECTS Inlonnason contained herein Is not to be reproduced,except M full,wltiotr.prior euthndratlon from this office L\ • Construction Inspection It Related Tests a.rl_s ern Testing, Inc. Geotechnical Considung P.O. Pox 23814 Tigard, Oregon 97291 Phone(503)684.3460 I-AX (503)684-0954 October 12, 1995 ♦95-4145 .CTI Permit No. 13HpalS..cr itel Z041,--10 400!5i7. 664S FIELD INSPECTION REPORT DATES COVERED: October. 5 , 1995 PROJECT: Tigard Promenade ADDRESS : Tigard, OR INSPECTOR: B. O'Connor ♦10-05-95 : CTI representative arriN,ed on project to proof-roll center of parking lot. Valley Pacific used a loaded dump truck and proof-roll from building to second set of light pole bases . No deflection or soft spot occurred at this time. Valley Pacific then placed geo- fabric and placed approximately 6" of 3/4" rock. CTI representative also looked at the retaining wall second pour of reba, size and clearance. All was placed per plans and specifications. SDD placed 30 yards of a 4000 psi mix. Six cylinders were cast for this pour. Looked at footings from G-F/1. 2-7 . 2. All rebar was placed according ,o structural drawings and footing schedule. ♦310.1.117 Our reports pertr!in to the material tested/inspected only. Information contained herein is not to be reproduced, except in full, without prior authorization from this office. If there are any further questions regarding this matter, please do not hesitate to contact this office. Respectfully suby tted, ON , ES.r ► J INC. D1 K. Leach g as a P esident BO:eah cc: Sterling Development Co. - Jeff Rasak SD Deacon Corporation City of Tigard MPR Architects • Carlson Testing, Ince Inspection & Related Tats Construction izotechnical Consulting HFLORTQF6X12 CONCRETE TEST SPECIMENS P.O. Box 23814 Tigard,Oregon 97281 Test Methods: ASTM C172/C1231/C39/C31/C1064/C143 Phone(503)684-3460 FAX N 684-0954 Date Molded. 10/09 , 19 95 Job No. _95114195________5 Permit No: ' .142 I''y`' ' _ _ 6'.3211 Client SIERLING DEVELOPMENT -Q= IEFF RAS K- LiT4-S' !(,r , 13 upq$- 1bO4Ol Protect- -__ T I GARD PROMENADE _ -- - -- -_ ? I f - 00.15-- , Address: TIGARD OR Contractor S.ALQ ICCON CORPORATION___-- Sub Contractor —_-_-- __--- _ Concrete Supplier WIL$QNV1LLE CONCREJE PRODUC Truck No 4F1_ _-._..__ __t+„ket No. 8893__- Cas'By: G. LEEPER Cu.Yds. _ ___7 Load No 2._ ---_ —_ Weather _.- OVERCAST Temp.High: 63 Temp.Low: 54 Location olPlecoment SOUTH SIDE - PERIMETER FOOTINGS AND PADS - Concrete hemp Teff Time: 3� 7O Strength Requirement 3000 PSI 0 _ 28 days Slump 5 1/4" Cement type f __ Mix No./No.Sacks --- 3050W/II Air Content - Max.Aggregate 3/4" Admix Amount: Brand: — . Admix.Amount: — Brand: Sot Testi" Register Date Date Total AUnit Repo- Tested No. Days Number RecdAres Test Load PSI No. By I 7 6568 10/11 10/1 80 ,681 28.28 2850 38 28 6568 10/11 11/0 119 ,930 28. 31 4240 JB 28 6568 10/11 11/0 121 .120 28 .31 4280 38 i 28 6568 10/11 11/06 123 ,150 28 .31 4350 J8 ______4 -- - - _ . --- — Rnmarkc c S D DEAGQN CURPQRATION SAFEWAY -STORE_$LNC_.- �_— CITY OF TIGARD MPR ARCHITECTS _-.- _ REBAR PLACEMENT FOUND TO BE IN COMPLIANCE WITH PLANS. Information contained herein Is nor to be reproduced,except in full,without prior euthoritation from this office. r • Carlson TestingConstruction Inspection & Related rests , Inc. Geotechnical Consulting fif PORT OF 6X12 CONCRETE TEST SPECIMEN$ --- P.O. Box 23814 ASTM C172/C1231/C39/C31/C1064/C143 Phone 84-3461 Phone(SQ3�t�84-34(i0 Test Methods: FAX N 684-0954 Date Molded 10/09 , 19 9_5— Job No. 95-414S Permit No: A4 5'— 11 4:El4L� I (;tient STERLING DEVELOPMENT CO - JEFF RA5Al' 5 1 r - OCAS Protect r I GARD PROMENADE Address TIGARD OR 5 G DEACON CORPORATION Contractor _ — _PIS Contractor. Concrete Supp►ier WI L SONV I LLE CONCRETE PRODUCTiudow 48 Ticket No 8.893 Cast By — G. LEEPER Cu.Yds. 7 -Load No.`_ OVERCAST Tamp.HO: 6.3 L 54 Weather -- _Temp. --_ SOUTH SIDE - PERIMETER FOOTINGS AND PADS Location of Placement. —— —-- — Test Time 3 25 _.Concrete Temp: - 70 3000 28 5 1/4 " I Streni th Requirement _ ---- _.--_PSI O days Skimp --.---_---Cement Type r NoJNo.Sacks 3050W/11 po eo, 3/4" Mk /ur C.rnfr•nt Max.A ► ntta Admix,Amount: Brand. - -- --- - Admix Amount. ---_--— _ . Brant _._-- Set TestO� Register Date Date Total Unit Report Tested No. Days Number Recd Test Lead Area PSI — No. By - I 7 6568 10/11 10/1E 80,683 28.28 2850 JB 28 6568 10/11 11/OE 28 6568 10/11 11/0E HOLD 6568 10/11 — -- _p___ --- - --- — — - I j - mmour cc s S D DEACON CORPORATION SAFEWAY STORES INC `_ CITY OF TIGARD MPR ARCHITECTS __ _ ____ REEIAR PLACEMENT FOUND TO BE IN COMPLIANCE WITH PLANS . - information contained herein is not to be reproduced,except in Suit,without prior authorization In this office. Carl son Testing gConstruction Inspection&.Related Tests , Inc. Geotechnical Consulting P.O. Box 23814 ioe 41 a t _ Tigard, Oregon 97281 Oct 09 , 1995 Pnone(503)684-3460 REPORT OF IN-PLACE DENSITY TESTS FAX (503)684-0954 Client _ JEFF NARK - Project --4h►E- $N'Pgr Q3tSfla�� dL104JsarICA ' TIGARD OR ��ll Materia!Description 3/4 "-Q POCK FROM TIGojln SAN' A. C,RGVFt Max. Dry Density 12R_2 lbs./cu. ft. Optimum Moisture 14 _ % Method of Test AASHTO T-1RO -- Serial M 20999 NUC 3440 DATE OF TES I ro%SE MAX. uouRE _N-PeCDNITY / TEST LOCATIOP TEST NO PARTICLES DENS. FT. % _ - CO PPCTION ET 1 ELECTRICAL LINE TRENCH FC, -ISL_ 6 - _ 13.7 119.2 109.7 86 , ET 2 ELECTRICAL LINE TRENCH FG - 9 .9 124 .8 113.6 89 NC PARKING LOT , 1 SOUTHEAST SIDE FG 11 .8 134 . ' 120 .7 -)a NC PARKING LOT , 2 SOUTHEAST CENTER FC, 7 . 1 131 .7 3.0 NC PARKING LOT , 3 SOUTHWEST SIDE FG - r, 8.6 133.0 122.5 NC PARKING LOT . 4 CENTER PANEL F G 0 - t, -- -. - A_Lt - • 6 �``) NC PARKING LOT , 5 NORTHWEST SIDE FG •- r; . 8 .5 138.6 127 .7 100 NC PARKING LOT , 6 NORTH SIDE FG 0- h _—_ _ — 7 .4 133 . 1 123 .9 _^97 NC PARKING LOT , I 7 NORTH CENTER FG 10- 6 s3 . 1 135 .0 124 .9 97 NC PARKING LOT , 8 NORTHEAST CORNER Fr; 0- 6 8.4 132. 1 121 .9. 95 Remarks: 92% COMPACTION REQUIRED NO STATIONING WAS AVAILABLE FOR THESE TESTS 954 C3MPACTION REQUIRED ON ELECTRICAL TRENCH' S. cc: S D DEACON CORPORATION CITY OF TIGARD MPR ARCHITECTS G . LEEPER /MM Tested by -- CARLSON TESTING INC. Information conthined herein is not to be reproduced, except in full, without prior authorization from this office. • • Carlson Testing, Construction Inspection &Related Tests Ingo Geotecimica(Consulttng P.O. Box 23814 JOB NO. 95 414 Tigard,Oregon 97281 c)C t 09 , 1995 Phone(503)684-3460 REPORT OF IN-PLACE DF NSiTY TESTS FAX(503)684-0954 Client _STERLING _ E _ELD M_NT CO JEFF RASAK Project T1GARU PROMENADE SUQQS—�31(ot (3IAo_t11o_ 12-_14.15- T 1 GARD OR Material Description a:s k 1 --- Max. Dry Dersity 108 .6 Ibs.,cu. ft. Optimum Moisture 18 .0 % Method of Test AASHT0 T-180 Serial# 20999 NUC 3440 ----T-- CCMSE MAX. ELEV. UOS.0 IN ACED�NjITY 7► DATEUF TEST TEST LOCATION 6) 1 EST NO PARTICLES DENS. _ FT. lc _ Y COMPACTION 40 CURB LINE AREA , WEST SIDE `,G 10- 6 22 .9 130 . 1 105 .9 SF 41 CURB LINE ARFA , WES'' SIDE ala 10- 6 18 .2 129 .3 109 .4 100* SF 42 CURB LINE AREA , WEST SIDE SG 10- 6 17 .8 128 .5 109 . 1 100+ Remarks: 95% COMPACT ION REQUIRED cc : S D DEACON CORPORATION CITY OF TIGARD MPR ARCHITECTS LEEPER /MM Tested by --___-- —. CARLSON TE',TING INC. {nf.:rms +c� contrirer herein is not to be reproduced, estccpt to full, without prior authorization from this office. I I Carlson Testing o , Inc. Construction Inspection £+ Related rats Geotechnical corrsultin8 REPQRT OF6X12 CONCRETE TEST SPECIMENS P.O.Box 2384 Tigard,Oregon 97281 Test Methods. ASTM C172/01231/C39.1C31/C10.64./C143/C2_3 , Phone(503)684-3460 � '� FAX 1684-0954 Date Molded- _19/0_§.__________ , 19 95 Job No. _95-415 Permit No: -L1.u►.r-A =11 i P9.41406/ client 11E RLING DEVELQP_MEMT C0 - JEFF_RASAK_ 51 f-.7 WO Frclecr — I I GARD PROMENADE — — -- Address _ TIGARD QR Cuntre-Jou _ D DEACON CORPORATION__ _Sub Contractor: - -- Cnrnxete S.upprte, SIL QNV ILLE CQ(tGR-_ETE P S)DUC Tnudc No. -47 Ticket No. 5501 -_- cast By: .____._—_G. LEEPER Cu.Yds. 7 t cad No 3_.__ OVERCAST68 47 Weather — — — -- Tart . Temp Low Location of Placement EAST SIDE BUILDING FOOTING --—�—__ Test Time: 3-U5 —_ Concrete Temp: 66 Strength Requirement: _ 3000 _ 28 4 1/2" I PSI• days SlumpGernerM Type Mix NoJNo Sacks II/3050 W Air Content - 1 .5% _ Mex A o. 3/4" Admix Amount Stand: Admix.Amount: Brand: Set T est O Register Date Date Total Unit Report Tested No. Days Number Recd Test Load Area PSI No. By 7 6444 10/09 10/13 64 ,100 28.35 2260 38 --- 28 6444 10/09 11/03 114 ,200 28.28 4040 J8 - 28 6444 10/09 11/03 107.180 28.28 3790 J8 28 6444 10/091 11/03 111 ,720 28.28 3950 J8 t Remarks cC:_--_5 D DEACQN CORPORATION _ _ .. ..—______SAFEWAY STORES INC CITY OF TIGARD MPR ARCHITECTS -- REE1AR_FOUND IN_ COMPLIANCE WITH SITE PLANS AND SPECIFICATIONS _.__ __ NNprmi tlnn contained herein is not M be reproduced,except in full,without prior eulhodzetion Irom this office – — Construction tion Inspection 6.Related Tests Carlson Testing, Inc. C-tetechnicalConsu!t!na P.U. Box 23814 Tigard, Oregon 97281 Phone(503)684.3460 FAX(503)884-0954 October 6 , 1995 •95- 4145 .CTI Permit No. puPq;-0"311• IPSNPQS-jo4oll iT"-ooS FIELD INSPECTION REPORT DATES COVERED: October 2, 1995 PROJECT: Tigard Promenade ADDRESS : Tigard, OR INSPECTOR: E. Busch •10-02-95 : CTI representative inspect . rebar in wall footings and he states that they meet plans and specifications . Grid line 8, H line from 3-8 . CTI representative also inspected electrical trenches for light pc-les on the west side of %he Safeway building and irrigation trenches in parking lot areas west. of Safeway building. Frenches are 6" wide by depth of 12" . Trenches were backfilled with 3/4-0 rock and compacted. Compaction tests are not accurate due to width and depth of trench. CTI representative walked trenches and they have been compacted with 6 ' wide foot on a jumping jack compactor . Trenches look firm and solid. •412.1 1O4. 42.I.20C Our reports pertain to the material tested/inspected only. Inf-rmation contained herein is not to be reproduced, excopL: 1n full, without prior authorization from this office . If there are any further questions regarding this matter, please do not hesitate to contact this office. Respectfully submi d, C 'L:.''N TESTING NC. 1 -v • la,A W. Leach • , sident B:eah cc: Sterling Development Co. - Jeff Rasak SD Deacon Corpc_ation City of Tigard MPR Architects _ �,� Consinutrjn Inspection h Related Tests Carlson `Testing, Inc. Geotechnical Consulting P.J. Box 23814 Tilled, Oregon 97281 Phone(503)684-3460 FAX (50:1)684-0954 October 6, 1995 •95-4145 .CTI 31APQS - 031lo1 , hpgs1011001 SIT- oca;- Permit No. FIELD INSPECTION REPORT DATES COVERED: October 3 , 1995 PROJECT: Tigard Promenade ADDRESS : Tigard, OR INSPECTOR: B. O'Connor ♦10-03-35 - CTI representative arrived on project to do a visual on a Haul Road. Valley Pacific was placing fabric style GTF 200 and about 1 ' of 314" rock over fabric . CTI representative took some moist readings with a nuclear gauge and the results were 18 . 2% and 19. 2%. All rock and fabric being placed will be used for parking lot area, after Haul Rd is no longer needed. The area where visual inspection was dune, was from Highway 99 to the southwest corner of building. Rock was also being compacted in lifts . •1101200 Our reports pertain to the material tested/inspected only. Information contained herein is not to be reproduced, except in full, without prim authorization from this office. If there are any further questions regarding this matter, please do not hesitate to contact this office. Respectfully submi tea, CARLS N T STI , )C . ka o' las W Leach r sident O:eah cc : Sterling Development Co. - Jeff Rasal. SD Deacon Corporation City of Tigard MPR Architects Construction /nspec:ion & Related ItIfs Carlson Testing, Inc. Geotechnical Consultin s REPOPT OF 6X 1? CONCRETE. TEST SPECIMENS P.O Box 23814 Tigard,Oregon 97281 Test Methods: ASTM C172/C1231/C39/C31/C1064/C14 L Phone(503)684-3460 FAX ii 684-0954 Date Moided - 10/05 , 19_22.5__ Job No. 95-4145 Permit No. t LAP .0 11e J 1;iL1 S-J12VI2 j- tient. _ STL1 LING DEVELOPMENT CO - JEFF RASAK SIT-.)Snv Proect --_II PROMENADE Adi1ess T I GARD OR Coniw-!,,r - S D DEACON CURPURATI,ON Sub Contractor: Concrete Supplier WILSONVILLE CONCRETE PRO Truck No. 52 Ticket No. __H05427 Cast By Q. 0 'CONNER Cu.Yds. 9 1/2 Load No.1__ Weather - SUNNY Temp. : 70 Temp.Low: 50 Location olPlacement. 2ND POUR ON RETAINING WALL SOUTH SIDE OF PROJECT Test Time 12: 50 Concrete Temp 6N Strength Requirement 3000 PSI Cr `_ days Slump _ —Cement Type 4000 POURED ti**No/No.Becks 4060W Air Content Max.Aggregate 3/4" Adntbl.Amount Brand: _Admix Amount: Brand: Sit Test 0 Register Date Date Total Unit Repa1 Tented No. Days Norther Recd Test Load J Area PSI No. By I 4 6420 10/06 10/09 89,681 ,28 . 18 /3180 JB 7 6420 , 10/06 10/12 101 ,640 28.26 3600 JB 7 6420 10.,'06 10/12, 89,384 28.26 3160 J8 28 6420 10/06 11/02 28 6420 10/06 11/02 HOLD 6420 10/06 memorial.. GC:S D QEFicQLY_ CORPORATION CITY OF rIGARD _PRARCHI IEL r5 — InMrmr$on contained herein le not ro be reproduced.except in full,without prior rrurnotlzation horn this office. Carlson 'Testing, Inc;. Construction Inspection & Related Tats Geotrrltnreal Consulting 6X12 CONCRETE F _RT OF _ _ rEST SPECIMENS p U Box 23e14 ASTM C172/C1231/C39/C31/C1064/C143 Tigard,Oregon 97281 Test Methods: -^--------------- Phone(503)684-3460 FAX I 684-0954 10/05 95 95-4145 to Date Moldedbu P445-0314 I B or 1' 00, 19- —_ .-- ------ Job No. - - --- -- Parrt,t too: STERLING DEVELOPMENT CO — JEFF RASAK �j�r',, client — ------ — _ 0025— TIGARD PROMENADE Prgect _ --- — TIGARO OR Address - --- ------ — . S D DEACON CORPORATION Contractor -- —.--- ---- -- ---- Sub Contracts — WILSONVILLE CONCRETE PRODUC 52 H05427 Con.rete Supplier Thick No Ticket No 8 . O'CONNER 9 1/2 toad 1 Cast BY Cu Yds — SUNNY 70 50 Weather Tamp High Temp Low 2N0 POUR OH RETAINING WALL SOUTH SIDE OF PROJECT Location nt Placement -- 12:50 68 Test Time: Concrete Temp - 3000 28 4 " Strength tlepnirement 4000 POURED PSI O days Slump Cement Type 4060W 3/4 " Mix No No Sact-s --Nr Content ------- Max Aggregate Meow, Amount ___—Brand: - Aumix.Amount: _—_-- Brand: Set ' Test A Register Date Dais Total UnIt Repon Test"No Pays Number Faec'd Test Load Area PSI NNo. I 4 6420 :0/06 10/0 89 ,681 28 . 18 3180 J8 7 6420 10/06 10/1 101 ,640 28.26 3600 38 7 6420 10/06 10/1 89,384 28.26 3160 38 — 28 1 6420 10/06 11/02 143,510 — _28.27 5080 3H _ 1 28 6420 ( 10/06 11/0 , 143,070 28 .27 5060 38 28 6420 10/06 11/0 144 .740 28.27 5120 38 1 . S D DEACON CORPORATION SAFEWAY STORES !NC Remarks cc CITY OF TIGARD MPR ARCHITECTS Information contained herein is not to be r.nrnduced,except in hull,without prior authorization from IMS office Const-uctum Inspection El Related Tests Carlson Testing, Inc. Geotechnical Consulting REPORT OF 6X12 CONCRETE TEST SPECIMENS ' F O Box 23814 Test Methods: ASTM C172/C1231/C39/C31/C1064/C143 Tigard.Oregon 93461 _--- --. Phone(503)684-3460 FAX 1684-0954 Date Molded: 10/05 , 19 95 Job No. --91.10-5y-____ Permit No: '4 PQs'01/f01it a PQS J GWO/ aient STERLING DEVELOPMENT CO - JEFF RASAK /7"qS'-060f Pf:sect TIGARD PROMENADE ,�cterAss TIGARD OR Contrrror: S 0 DEACON CORPORATION Sun Contractor Ccncrete Supplier - WILSONVILLE CONCRETE PRODUCT, Nm 52 namhioH05427 Cast 3y B. O 'C ONNE R - ---- Cu Yds. -- 9 1/,' - toad No.1 SUNNY Temp Nigh 70 Temp Low: 50 West,ter — Location otPlsremrnt 2ND POUR ON RETAINING WALL SOUTH SIDE OF PROJECT -Tea Time: 12: 50 Concrete Temp: 68 Strength Requirement 3000 -- PSI• 28- days Skimp 4 - - Cement Type -dTRf6 ATF reit — IMix NoJNo Sado __ 4060W — —Ak Cadent --- --- Max A49►egete 3/4 — — Admix Amount Brand _ __Admix.Amount: _ —Brand- Set rand Set Test IP Register Date Date Total Unit Report I Tested No. Days Number Recd Test Load Area PSI No lay I 4 6420 10/06 10/089,681 28.18 3180 JB 7 6420 10/06 10/1; 7 6420 10/06 10/1 28 6420 10/06 11/0:i_ T--- — –– - 28 6420 10/06 11/0<" HOLD 6420 10/06 Nemarhe Cc=5 D DEACON CORPORAT ION CITY OF TIGARD MPR ARCHITECTS hrlon ellon contained hS,*I le not to be reproduced,except In t1/,rrgroul prior auMarttellon horn Iles office I • Construction.Inspection AL Related Tests Carlson T 'S? l�lb) Inc, GeoirechnicalConsul:tn© P.O. Box 23814 11gara. Oregon 97281 Phone(503)684-3460 FAX(503)684-0954 October 5, 1995 495-4145 .CTI s Permit No. bapq,' - OV(0// B' r= "1S/h40o/S,T--Q01s FIELD INSPECTION REPORT DATES COVERED: October 2, 199 PROJECT: Tigard Promenade ADDRESS : Tigard, OR INSPECTOR: E. Busch ♦10-02-95: CTI representative observed that rebar meets plans and specifications. Grid line B - between 3 and 8 (footings) . Concrete 3000 psi - first truck was rejected. 5 1/2" slump. Ticket H 05273 . Second load 2" slump. Temperature 76° , foul cylinders were taken. •342,1.113 Our reports pertain to the material tested/inspected only. Information contained herein is not to be reproduced, except in full, without prior authorization from this office. I' there are any further questions regarding this matter, please do I:ot hesitate to contact this office . Respectfully sub fitted, C . •N TSTI INC. (4-14 Do , las Leach P -side7lt EB:eah cc: Sterling Development Co. - Jeff Rasak SD Deacon Corporation City of Tigard MPR Architects • Construction Inspection & Rel' •1 Tests Carlson Testing, Inc• Geotectolical nsuiting P.O, Box 23814 Joe N0. —SLS=X145`—--- Tigard, Ore ion 97281 Oct 04 , 1995 Phone(503)684-.'46C REPORT OF IN-PLACE DENSITY TESTS FAX (503)684-0954 Client STEW' ING DEVFIJ]PME.NT Cn - TFFF RASA15 Project T IGAGrl P14f1j4FNAnF --- z#P'1 S-ia/(. 1 4 {Evm tt_ep /7"-aliasTTGARD OR Matorial Description 1 IGT RROWN ['1 AYFY STI T -- Max. Dry Density - 108-6_bsicu.ft. Optimum Moisture 1 A C) % Method of Test j- .ji-IT l_T-1.80_ Serial M _ 2099'4 NM 3440 DATE OF TEST % A2 ELEV. 1 FIELD IN-PLAc E DEN ITV % TEST LOCATION co�asE MAX. ►allsrtx le acuFD TEST NO PARTICLES DENS. FT % - 66 CC44P•1CT1M4 WT IRRIGATION TRENCH 1 STAKE #647 SG 9-29 31 .9 115 .9- 87 .9 81 WT IRRIGATION TRENCH 2 STAKE #644 SG 9-29 _ 25.6 113.9 90 .7 F+4 WT IRRIGATION TPENCH 3 STAKE $641 SG 9-29 25 .8 111 .2 88 .4 81 Remarks: 90% COMPACTION REQUIRED cc: S D DEACON CORPORATION CITY OF TIGARD MPR ARCHITECTS G . LEEPER /MM Tested by -. CARLSON TESTING INC. Information contained herein is not to be reproduced, except in full, wi,hout prior authorization from this office. • Construction Inspection &Related Tats Carlsarl Testing, Inc. Geotechnical Consulting REPORT OF bX 12 CONCRETE TEST SPECIMENS , P.O. Box 23814 Tigard,Oregon 97281 ' Test Methods: ASTM 0172/C1231/C39/L31/L10.b4/C143 Phone(503)684-3460 FAX 0 684-0954 Date Molded: /0/0 , 19 'fib Job No. ') -414S Permit No: gL+p 9s-D3/l.f BbhvT" !`/, Client: STERLING r)F-VEl OPMLN I LU-_ - JLFLLira�AK ---5S► S/ 7-1 -0O1 / ._ Project: — I IL ARD PROMENADE — ----_.-- -- -- Address — T I LARD OR Contractor: $ U DE-ACON 1..08.1-'0RA 1 ION Sub Contractor: Concrete Supplier: WILSONVILLE CONCRETE PRUDUL TruckNo. i'-)_.. --. -__ _TicketNo. H05276 Cast By - _- L . BUSLH Cu.Yds. —1.4/47 Load No.i'-: Weather RAINY —_ Tamp.High: _ U Temp.Low: 50 Location otPlacement: SAFEWAY STORE. - FOU I INGS (8 LINE ) (b LINE BETWEEN 8-3) ( H LINE LL- TWEE..N t3-J ) Teat Time: 3' 15 Concrete Temp: _/6 _ 1 Strength Requirement: 3000 PSI• Z - days Slump ` .__Cement Type 1 Mix No./No Sacks �U '0W Air Content . Max.Aggregate 3/4 Admix Amount: —_Brand: __Admix.Amount. _- Brand: Set Test 0 Register Date Date TotalI Area Unit Report Tested No. Days Numuer Rec'd Test Load PSI No. - By .j / b3ri1 Jo/V'r 10/0'1 >i0 ,'tic . 03 . 14 . . O JB — 28 c.,..0.,1 10i05 10/ 30 140 ,100 IU . 1 4'4/0 JB r 213 b36 LU/05 10/30 131 ,110 1!! .21 41,..,:•O 3L [t+ E,.3t,1 10/k., .. 1013 l�t`., , 1.V 2ti .. ,. '4 10 JB _______________, •-- -- - - -- -_-----..- -4 %mi to '-', td DL 6-4(.IV r% L-'Vhf:t I 1 0'L_-.__—___-^.-_ --.ettiJ.klti 1...... .LLz11L.d-11 L 1 i 1 ')t 11WWAht) HI-1. 1_t K 1.l i L I l-.!.rL_2,;,_ -- Inkxmaticn contained herein is not to be reproduced,except in full,without odor authorization ltom this office i • Construction Inspection& Related Tests Carlson Te s ting, Inc. Geotechnical Consulting P.O. Box 23814 JOB No. 95-4145 — Q Tigard, Oregon 97281 , REPORT OF IN-PLACE DENSITY TST 199E. Phone(5 684.34604 FAX(5003)3)684 095 Client g r . .•.. . - . . 3ll PSIS.-63 J gLiPqrloyab] Project TJ roRD PROMFNADF ! I r U 04)5— I IGARD aSIIGARD OR Material Description 1 tGHT- FROWb CLAY-FY 511 T Max. Dry Density 108 6. _lbs•/cu. ft. Optimum Moisture 18 _0 % Method cl Test _npcNTO 1-180 Serial N 20999 Nltr 3adn DATE OF TEST % ADJ. ELEV. FIELD IN-PLACE DENSITY TEST LOCATION COARSE MAX. MOISTURE U.Fb)Y TEST 4 NO PMTIClES DENS. �- 'X 1iP�T�+ SF WEST END BENCH , 31 NORTH HALF TOP 9-21 _ 15 .2 117 .8 102 .3 94 SF 32 WEST END BENCH, CENTERLINE TOP 9-21 13 .6 124 .9 109 .9 100+ i SF WEST END BENCH , 33 SOUTH HALF TOP 9-21 12 .8 121 .8 108 .0 99 Remarks: 90% COMPACTION REQUIRED II cc: S D DEACON CORPORATION CITY OF TIGARD MPR ARCHITECTS � . COOPER /MM Tested by CARLSON VESTING INC. Information contained herein is not to be reproduced, except in full, without prior authorisation from this office. Construction Inspection&.Related Tests Carlson Testing, Inc. Geoiochnicul suiting P.O. Box 238i 4 XMNO 95-4145 Tigard, Oregon 97281 Oct 02 , 1993 Phone(503)684-34'30 REPORT OF IN-PUCE DENSITY TESTS FAX(503)684-0454 Client STERLING DEVELOPMENT CO - JEFF RASAK Protect TIGARD PROMENADE _13LIP416--0 31(o_ S`dot o'S IT- TIGARD OR l_ampct ll`` Material Description 3/4"-0 ROCK FROM TIGARD SAND & GRAVEL Z1 Max. Dry Density 135.2 lbs./cu.ft. Optimum Moisture 12 .0 % Method of Test AASHTO T-1d0 Serial# 20999 NUC 3440 ATE OF TEST �%; ADJ. ELEV. A FIELD IN`B( s_D N � x' TEST NO TEST LOCATION awnctts FT. % wET compAcTioN -sr- BUILDING "B" , 34 NORTHEAST CORNER TOP 9-21 6 .2 145 .3 136 .8 100+ -SF BUILDING W . 35 CENTERLINE TOP 9-21 6 .2 136 .7 128.7 9r, SF BUILDING "B' , 36 SOUTHWEST CORNER TOP 9-21 6 .4 143.3 134 .7 100 sF BUILDING aba , 37 SOU"H HALF , CENTERLINE TOP 9-21 _ 7 .9 140 .9 130 .6 97 SF BUILDING "C" , 38 SOUTHWEST CORNER TOP 9-21 7 .8 142 .5132 .2 __ 98 SF BUILDING "C" , 39 SOUTH HALF , CENTERLINE TOP 9-21 __ 8 .6 138 .8 127 .8 r — - 4 1 . 1 Remarks cc: 5 D DEACON CORPORATION CITY OF TIGARD MPR ARCHITECTS G . COOPER /MM Tested by __ CARLSON TESTING INC. Information contained herein is not to be reproduced, except in fu!I, without prior authorization from this office. • Construction Inspection Fs Reload Tests Carlson Testing, Inc. Geotechnical Consu.tin8 REPORT OF 6X12 CONCRETE _ TEST_SPECIMENS P.O. Box 23814 Tigard,Oregon 97281 Test Methods: ASTM. C172/C1231/C391C31/C1064/1-'143 Phcne(503)684-3460 FAX N 684-0954 Date Molded: 10/02 , 19-25_ Job No. 9;-414`, Permit No: 1?OP?5-41/t•/j1 uPQ, aQd/ Client —___ STFRL ING DFVFI OPMENT C'Cl — -TEFF RASAK —_ — $i, 4s-Od.)j Prosect __TIGARD PR0MFNADF Address 1I. ARID 9R -- -- Contractor $ D DEACON CORPORA"ION Sub Contractor: Concrete Supplier: _WILSONVILLE CONCRETE PROD.UCTruck No. 39 Talton No. 1405276 Cast By _..___ E_ BUSCH Cu.Yds. _—1 4/47 Load No.2 Weather RAINY — --- Temp.High: 70 Temp.Low: 50 Location of Placement: SAFEWAY STORE - FOOTINGS (8 LINE ) (B LINE BETWEEN 8-3) ( H LINE _ BE TWEEN 8-3 ) Test Time: 3: 15 c,j ncrete Temp. 76 -- N £tnrgth Requirement: __ 3000 — — _ — PSI 0 _ 28 days 9lir 2 Cement Type N Mix No/No.Sacks 3050W Nr Content -_—-_ - 41ax Aggregate /4 Admix.Amount —Brand: _Admix.Amount: _Brand: • Set Test 0 Register Date Date Total Unit Report Tested No. Days Number Rec'd Test Load Area PSI No. By I 7 6361 10/05 10/01. 80,980 28 . 14 2880 JB 28 6361 10/05 10/3( 28 6361 _ 10/05 10/3C HOLD 6361 10/05 -- .-.- - , 1 . ! Remarks cc:S D D A _ON ORPORAT T ON __ CITY OF TIGARD t1PR ARCHITECTS im--...N..........►..rnnA waromn N nn11n ha ranrrvhraA avrant in hA wr1MMe mint MI Ohnvindinn"mrn thh nflk:e—— �— — Construction Inspection&Related Tests Carson Testing, Inc. Geotechnical Corisuualy P.O. Box 23814 Tigard, Oregon 97281 Phone(503)6843460 FAX(503)684-.954 September 29, 1995 ♦95-4145 .CTI FIELD INSPECTION REPORT DATES COVERED: September 8, 1995 PROJECT: Tigard Promenade ADDRESS : Tigard, OR INSPECTOR: B. Leach ♦09-08-95 : CTI engineering associate, (Brian Leach) , arrived at 3 :45 PM to observe the stripping for the north half of Building "B" and the remaining parking area . The majority of the areas have been stripped of organics. Once the occasional organic areas have been stripped and the small stumps removed, the area will be suitable for fill . ♦705.13,7160 Our reports pertain to the material tested/inspected only. Information contained herein is not to be reproduced, except in full, without prior authorization from this office. If there are any further questions regarding this matter, please do not hesitate to contact this office . Respectfully submitted, CARLSON TESTING, INC. 14 ames D. Imbrie, P.E. Geotechnical Engineer BL:ecp cc : Sterling Development Co. - Jeff Rasak SD Deacon Corporation City of Tigard MPR Architects Construction. Inspection&Related Tests C,larlson Testing, Inc. Geotechnical Consulting P.O. Box 23814 JOB NO. -_ 95-41 45 Tigard, Oregon 97281 Sep 29 , 1995 Phone(503)684-3460 REPORT OF iN-PLACE DENSITY TESTS FAX(503)584-0954 Client STFRI ING f1FI OPMFNT_S-11.____JEFF RAASAK BUYS :.031 s"0 Li n4S'I A t{Qpl_SL 0.3s ProjAct _ T'GARP PROMF NALF _ __ — —_ ---- TIGARD OR Ma'erial Description LIGHT AROWN SIL; Max. Dry Uonsity _ 106.8 _lbs./cu.ft. Optimum Moisture 17 .5 % Method of Test AASHTO ,T-180 Serial a 235;38 NUC 344Q DATE OF TEST — --- LEV. FIELD Mu�)m TEST LOCATION c MAX.AX o L ( esacYTEST NO PARTICLES DENS. FT. % WET C01tPI1C ICN SF 28 PAD "A" , EAST END - 1 ' 9-27 18 .7 121 .6 102 .4 94 SF 29 PAD "A" , CENTER OF PAD -1 ,5 9--27 19 .8 120.0 100.2 92 SF 30 PAD "A" , WEST END -1 .5 9-27 17 .5 131 .9 112 .3 100+ Remarks: 92% COMPACTION REQUIRED Cc: S U DEACON CORPORATION CITY OF TIGARD • MPR ARCHITECTS S . LEACH. /MM Tested PI _ _ CARLSON TESTING INC. Information contained herein is not to be reproduced, except in hill, without prior authorization from this office. Construction inspection &Related Tests Carlson Testing, Inc. Gectec:hnlnalConsulting P.O. e:ei 23814 JOB NC. ❑5- 4 5 Tigard,Oregon 97281 Se 29 Phone(503)684.346(1 REPORT OF IN-PLACE DENSITY VESTS FAX(503)684.0954 Client — WL-LNG--DEVELOPMENT_CC► - IFFF PQwK -------- —_ Project __ 11-GARI PROMENADE' - — ---- gb� IS—-Q31(o/Qa*P4S'i[7i(1ky.31T- TIGARD OR Material Description 3/4"-pT IG4PO SAfl1D 8 r PAuEl Mex. Dry Density 126_2 lbs./cu. ft. Optimum Moisture ��. --_ % Method of Test Secial S 235313 NUC 344a—.— DATE OF TEST % ADJ. ELEV. FIELD IN-PLACE DENSITY x TEST LOCATION MA> 034;u:if '-ems u. ) ca�+PKtor+ TEST NO wcmcuts UEN FT. x AY— ST SANITARY SEWER TRENCH 1 0 STATION 0+30 GRPE 9-27 _ -4 , 7 .7 13.' .7 127 .9 100 ST SANITARY SEWER TRENCH' 2 0 STATION 1+05 GRDFI 9-27 7 .6 133 .0 123.6 96 ST SANITARY SEWER TRENCH 3 0 STATION 1+80 GRDE 9-27 ,8 .4 139 .2 128 .4 100+ ST SANITARY SEWER TRENCH 4 0 STATION 2+55 GRDE 9-27 7 .7 137 ,1 127 .3 - 99 ST SANITARY SEWER TRENCH 5 0 STATION 3+30 GRDE 9-27 1 9.0 134 .7 123 .6 96 ST SANITARY SEWER TRENCH 6 0 STATION 4+05 GRDE 6.9 130.3 121 .9 95 ST SANITARY SEWER TRENCH 7 0 STATION 4+90 GRDE 9-27 - 7 .3 137 .9 128.5 100+ ST SANITARY SEWER TRENCH 8 0 STATION 5+60 GRDE 9-28 _ 7 .7 133.9 124 .3 97 ST SANITARY SEWER TRENCH 9 0 STATION 6+50 GRDE I 9-28 , 7 .3 134 .5 125.3 98 Remarks: 95% COMPACTION REQUIRED cc : S D DEACON CORPORATION CITY OF TIGARD • MPR ARCHITECTS S . LEACH /MM Tested by CARLSON T1'STING INC. Information contained herein is not to be reproduced, except in full, without prior authorization from this office. • e✓ r ►5 n Con.,trutlnInspection&Related Tests S in Inc. Geotechr Lal C onsulttng P.O. Box 23814 Tigard,Oregon 97281 Phone(503)664-3460 September 28 , 1995 FAX(503)684 0954 ♦95-4145 .CTI Permit No. j3R01 415'-d3/lo/ rH p95loye➢0/5ir- C)d?S FIELD INSPECTION REPORT DATES COVERED: September 22, 1995 PROJECT: Tigard Promenade ADDRESS : Tigard, OR INSPECTOR: D. Whitehead ♦09-22-95 : CTI representative was on site at 12 : 30 for 1 : 00 concrete placement at retaining wall South side of project West end. One set of (4) concrete test cylinders were cast. Concrete tests performed. Concrete was supplied by Wilsonville Ready mix. A 3/4" 3000 psi mix #3050W concrete was placed by chute. •42),I,IOO Our reports pertain to the material tested/inspected only. Information contained herein is not to be reproduced, except in full, without prior authorization from this office. If there are any further questions regarding this matter, please do not hesitate to contact this office. Respectfully submitted, CARLSON TESTIN , INC. Douglas W. Leach President DW:eah cc: Sterling Development Co. - Jeff Rasak SD Deacor. ,'orporation City of Tigard MPR Architects _ Carlson Testing, Inc. Construction Inspection 6 Ftlateal Tests Geotechnical Consulting REPORLQF 6X12 CONCRETE TEST SPECIMENS -- -- P O. Box 23814 ASTM C172/C1231/C39/C31/C1064/C14:3 Tigard,Oregon 97281 Test Methods: Phone(503)R84-3480 FAX$684-0954 Date Molded: 09/28 , 19 9�' Job No. 95-4145 Permit Na 4S-�G��itoPULPAS101100 1 STERLING DEVELOPMENT CO - JEFF RASAK S/T 95--0o-1s P►cyect TIGARD PROMENADE — — TIGARD OR Address. _-- S D DEACON C.ORPORAT ION Cmtroolor: _ -------- -- ----Sub Contractor: --- —. l4IL.SONVILLE CONCRETE PRODUC 52 G08432 Concrete S ipther _ — Trutt No. Ticket No. Cast 13y S S. LEACH Cu.Yds. 91/2 1 .Load No. RAINY 71 51 Weather — _ -- Temp.High: __--_ Temp.Low: — WEST RETAINING WALL Loca'inn of Placement: —.— — 9: 1 FOAM 74 Test Time: —_— _ __Concrete Temp: 3500 23 — 4 1 /2" Strongtto Requirement — ----- --- PSI 0 days Slump Cement Type 3500 3/4' ISa No/No.Sacks Alr Cortent .-- --- --- Mea.A99mgete --- Admix.Amount: — —Wend: — — Admix.Amount: — . Brand: Set Test 0 Register I Date data Total Unit Report Tested No. Days Number Recd Test Load Area P31 No By 7 6194 10/02 10/0 83 ,353 28.32. 940 JB 28 6194 10/02 10/2E j 28 6194 10/02 10/2E HOLD 6194 10/02 . cc:S D DEACON CORPORATION Remarks CITY OF TIGARD MPR ARCHITECTS InkKmatinn contained herein Is not to be reproduced.except In hal,without odor euworl=allon hem INN oMbe. Carlson Testing, Inc Construction Inspection 6 Related Tats Geotwhnical Consulting REPORT QF tax 12 CONCRETE TEST SPECIMEN PO. Box 23814 Tigard,Oregon 97281 TestMethods: ASTM C172/C1231/C39/C31/C10u4/C143 Phone(503)684-3460 pp FAX M 684-0954 Date Molded 09/2U . 19. 95 Job No. 95-4.14 L. Permit No:' t�UP15 tD r_l_B_t PnS J- Client: ___—STERLING DEVELOPMENT CO - JEFF RASAK O 0 E(D 5 jA .1 SOO Project 1 IGARD PROMENADE Address: T I LARD Oft Contractor $ 0 DEACON CUFtPORAI 1U1� __SubContrector. Concrete Supplier WILSONVILLE CONCRETE PRODUL TruckNo. 52 Ticket No 6°8432 Cast By - LEACH Cu.Yds -_-_-'� 1/L Load No.1-_- -- Weather RAINY Temp High / 1 1 51 Temp.Low Wt. 5T RETAINING WALL L ration of Placement -- --- bAM Time: y: 1 bAM Concrete Temp .4 3500 , iii 4 1/2" Sirengtti RequirementPSI O - ------dare tikMrtp Cement I ype c Mix No./No Sacks .,0 U Air Content —-- Max.AoQregate -1/ 4_ Admix Amount -- Brand: _ Admix.Amount Brand: Set Teat0 Ret ''ter Date Date Total Unit Report Tested No. Days Number Recd Test Load 1._ Area PSI N J. By 7 6194 10/02 10/05 i3.s, 28 .32 2940 - JB --- a 28 b1'44 10/02 10/26 1.+.`_5 ,06O 2/3 .21 4790 JB zi,1 bi'a4 iU/ Oa: 1Ui..' 1/C;, ,'-'/O 2+3 .21 4450 JB 20 01'•)4 10/02 10/26 12.4 ,8`,0 28 ..:1 4600 Jt3 Remote. cc U L>Lt AL.UN LUkl-'UIti I 1014 , - ----'..)HF (_WH T I okL'. 1NU L I I l of 11 LiAki i I'll-'I: i11:L11.1 1 Lc I information contained herein Is not to be reproduced,except in full,without pdoc authorization from this office Carlson Testing Inc. Construction Inspection 6 Related Tats Gectechnjail consulting REPORT OF 6X 12 CONCRETE TEST SPECIMENS P.O Box 23814 ASTM C172/C1231/C39/C31/C1064/C143 Tig.3n 503)66Oregon -345 7281 Test Methods: Phnne�(503)6,4-34SU 4.. FAX K 684-0954Date Molded: 09/22 _—, 18_ 95 Job No. _95-4145 Permit No: -o!!V 1 au P t/040.0) Count ____STERLING DEVELOPMENT CO - JEFF RASAK 5f7 4 t-003r Prgect TI GAPD PROMENADE Address TIGARD OR Contractor S D DEACON CORPORATION Suh Contractor: C cretesupptie WILSONVIL.LE CONCRETE PRODUC Tmc*Nn. 29 `_ TldcetNo. G08239 Cast f3; D. WHITEHEAD Cu.Yds. — Load No.1 Weather SUNNY Temp High. 83 51 Tamp.Low: ' SOUTH RETAINING WAtI , WEST END Location of Placement - 1 : 10PM 82 lest lime Concrete Temp 3000 28 3 1/2" ILII Strength Requirement PSI O - days Slump - Cement Type 3050W 3/4 ° Mx No./No.Sachs Air Content Max Aggregate Admbr.Amount ______ -Brand: ,_#•i lt.Amount Brand _ Sal Tint. Register Date Oats Total Unit Rerort Tested No. Days Number Recd Test Load I Area PSI Na By — II 7 5984 09/25 09/29 89,681 28.32 3170 38 28 5984 09/25 10/20 28 5984 09/25 10/20 HOLD 5984 09/25 _____1 10------- . ftwvolor cc:5 D DEACON CORPORATION CITY OF TIGARD MPR ARCHITECTS --_ ----- -- om mon eot4Mlned herein Is not k be reproduced,except In tut,without prior authorization hothis office. --- ----- W L Carlson TestingConstruction Inspection 6 Related Tests , Inc. reote�rn�Qt Co,.uIting f POfaT OF6X 1:' CONCRETE TEST SPECIMENS P O Box 23814 ASTM C172/C1231/C39/C31/C1064/C143 Tigard,Oregon 97281 Test Methods: Phone(503)684-3460 FAX 11 684-0954 09/22 95 95-4145 - V Date Molded $yp SIG . , 19 Job No. Permit No: -- 8up4s-lotiod 1 STERLING DEVELOPMENT CO - JEFF RASAK _�ir--a�v atom — T I GARD PROMENADE Prolect -------- TIGARD OR • Address S 0 DEACON CORPORATION Contractor .. -Sub Contractor WILSONVILLE CONCRETE PRODUC TnrcicNa 52 405011 lTickelNo. Concrete Supplier: 2 7 Cast ey: `� S . LEACH --Cu Yds. __—r� Load No SUNNY 88 53 Weather: Temp High Temp Low: WEST RETAINING WALL FOOTINGS Location of Placement J 8:2 5AM /I., Test Time: — Concrete Temp _ —._._. • �.M. ..� . 11116 - - 3000 28 3 1/2" Strennth Reyuirwnunt __PSI• — days Stamp -- --C-emsni l ype 3050W 3/4 " 1' Aix No/No.Saks Mr Content Agra■ Aggregate ---_- Admix Amount: -atilt: .Amount: _Brand: Set Nett Register Date Date Total Unit Report Tested No. Days Number Rsc'd Tet _ Load - Ana PSI No. By . I 7 5983 09/25 09/29 88,396 28.32 3120 JB 28 5983 09/25 10/20 129 ,230 28.30 4570 J8 28 5983 09/25 10/20 124 ,690 28.30 4400 JB —_ 28 5983 09/25 10/20 117,160 28 .30 _ 4140 18 t — nenrsrtts cc: S D DEACON CORPORATION _ SAFEWAY STORES INC CITY of TIGARD MPR ARCHITECTS _ _,_ __ ______ hAormeeon contained herein Is ma b be reproduced,incept In hA,without prior aulhodretitm Worn this cillos. �'1 Qmstructum inspection 6 Related "fats Carlson Testing, Inc. Geotechnicul Consulting REiPORT OFt'x l 2 CONCRETE TE,�TDEUR*NS P O Box 23814 ASTM C172/C1231/C39/C31/C.1Ob4/C143 Phone(503) -346 97281 Test Methods: __. Phone(503)684-3450 ..�� ,,••ix��q FAX 0 684-0954 Date Molded . 19 95 Job No. '45-414' + Permit No: --J.:+- S--0711�1./Iltt ��iomi a1Qf1t STERLING DEVELOPMENT CU - JEFF JEFF IAtiAK _SIT _ _ _ Prgect T IGARD PROMENADE Address T I GARD Ok - _ - Contra S D DEACON CORPORAT ION Sub Contractor _.____ — Concrete Surplie, WILSONVILLE CONCRETE PkOt'l I` Truck No 1N ket No G08239 Cast By. D. WHITEHEAD -- _—__ Cu Yds _-- _-- Load No T_.._ SUNNY Et 3 51 Weather - Temp High Temp.Low ___ SOUTH RETAINING WALL , WEST END Location of Placement - – --- 1 : 10PM 82 Test Time: Co's.relr: Temp _ 3000 28 + i i;' " I ,I I St ogth Becuiremeiit --- PSI• days Slump Cement Type 3050W A, 4 , Mix No/No.Sacks -- ---Air Content -- ------------_ Max Aggregate _—--- Admix.Amount Brand. _ Admix.Amount: Brand Set TestO Register Date Date Total I Unit I Report Tested No. Days Number Rec'd Test Load Area PSI No. By II 7 5984 09/25 09/29 89 ,681 28.32 3170 J8 28 5984 09/25 10/20 120,230 28 .26 4250 J8 28 5984 09/25 10/20 114 ,590 28.26 4050 JB — — -------- --- 4----- — ----- _--_-- 28 5984 09/25 10/20 118,650 28.26 4200 JB Remota. cc_ S D DEACON CORPORATION _ - --- SAFEWAY STORES INC CITY OFTTGARD MPR ARCHITECTS Inlormalkxt=Seined herein le not to be reproduced,except in toll.hti1th01A prior alAlonZarOn from this oto. . Carlson TestiInc. Construction !inspection 6 Related Tests Testing, Inc, Geotechnicol Gmsuttiu; 6X12 CONCRETE REF'Q-RTF TEST SPECIMENS P.O. Box 23814 ASTM C172/C1231/C39/C31/C1064/C143 Tigard.Oregon 97281 Test Methods. __._-- -- —_ -- Phone(503)884.3460 FAX I 684-C954 Date Molded 09/22 . 19 95 Job No. 95-414S-- Permit No: _TOPA ./;13/6111111:145" 104001 C11ei1t STERLING DEVELOPMENT CO - JEFF RASAK 51T-o0.15" Protect T IGARD PROMENADE — --- -- — -- ------___- Address _T I GARD OR -------- — — — -- -- ' Contractor S D DEACON CORPORATION Sub Contractor: _.-..- _ - .___ _______ WILSONVILLE CONCRETE PRODUC 52 405011 Concrete Supplier. Trick No —_ Ticket No Cast By- S ._ LEACH Cu.Yds. 52 Load No.7 Weather __ SUNNY _-__ Tamp.Hipp: 88 — Temp.Low: -5--53 WEST RETAINING WALL FOOTINGS Location of Placement - ---- ---- ----------- --— Test Time: 8:25AM Concrete Tamp: 76 3000 " Strength Requirem.lnt PSI• 28 —days hep 3 1/2 Cement Type - 3050W 3/4" Mix No./No.Sacks ----_-Air Content Max Aggregate Admix Amount: —Brand: _Admix.Amount: —Brand: Set Test 0 Register Date Date Total I UnitRept Tasted No. Days Number Recd Test Load Area PSI NO By I 7 5983 09/25 09/29 88,396 28 .32 3120 J8 28 5983 09/25 10/20 28 5983 09/25 10/20 HOLD 5983 09/25 _— ---- Rsnw se, cc:S D DEACON CORPORATION ---C71- OF TIGARD MPR ARCHITECTS . In/nnn,Mnn nnnh.lnn-4 hn.nin le nn11n hn.. -,4...- $ nvnnnl In.,r11 w4$n,,t nrM,At11hn/11PM/M trnm Hdn ntf rn Constructum Inspection 6' Related Tests Carlson Testing, Inc. Geotechnical C_onsu'tin: REPQ-HT OF6X12 CONCRE 1E TEST SPECIMENS P.O. Box 23814 ASTM C172/C1231/C39/C31/C1064/C143 Tigard,Oregon 97281 Test Methods: Phone(503)684-3460 FAX N 684-0954 09/21 95 95-4145 ILP -0.116-I-8 / Date Molded: — , 1g—.—_ Job No. -- Permit No: STERLING DEVELOPMENT CO - JEFF RASAK S T' Chant: Project TIGARD PROMENADE I- 1GARD UR Address - S 0 DEACON CORF'ORA1ION Contractor: — - -- Sub Contractor: ---------._--- -- WILSONVILLE CONCRETE PRODUC 48 H-04991 Ccn'rete Sut.plier: -- __ Truck No. _—_Ticket No. ti . COOPER 7/14 2 Cast By: _ ——_ Cu Yds —._ _ Load No. —_-- SUNNY N 5 50 Weather _ --- -- Temp High -_-- _ --.Temp.Low FOUNDATION FOOTING FOR WALL Location of Placement: —--- 1 : 55PM 76 —__--Test Time: -_--_-- --- .Concrete Tamp: • oo 28 / Strength Requirement —_---_- PSI O dais Slump -_ Gemara Typo — 3050W 4/4 " Mix No./No Sacks __ Air Content —---- -- Max Aggregate _.- --- Adm\ ;mount. Brand: ,.-_Admix.Amount: __ Brand: Set Test 0 Register Date Date Total Unit Report Tailed No Bays Number Recd Test Load Area PSI No. By 1 7 6070 09/22 09/28 83 ,946 28 .34 2960 JB 28 6070 09/22 10/19 114 ,200 28 .22 4050 JR 28 6070 09/22 10/19 120,530 28.22 4217 JB ---- - ------------- - ----- ----_4------ '-- .—..f_--•--...--- -J -. 28 6070 09/22 10/19 123,200 28 .22 4370 JB 1 Rem�rk� cc: 5 D DEACON CORPORATION SAFEWAY STORES INC CITY OF TIGARD - MPR ARCHITECTS Intonation contained herein is not to be reproduced,except In tut,without prior suitor zatin from this office. - Carlson TestiConstruction inspection & Related Tests ng, Inc. Geotechnical Consulting SPORT OF 6X12 CONCRETE TEST SPECIMENS !'0 Box 23814 ASTM C172/C1231/C39/C31/C1064/C143 Tigard,Oregon 97281 Test Methods: —_ Phone(5021 684-3460 FAX K 684.0954 Date Molded. 09/21 . 19 95 Job No. 95-4145 _ Permit No: ._._. . Client STERLING DEVELOPMENT CO - JEFF RASAK Prorect T I GARD PROMENADE TIGARD OR Address: ---- —S D DEACON CORPORATION Contractor - ---- Sub Contractor: -.--------- ---- Concretesuppllcr: WILSONVILLE CONCRETE PRODUCTruckNo. 48H-04991 ___ Ticket No. Cast By: _---_-.---.__G G . COOPER _ Cu.Yds. _ 7/14 Load No. 2__. SUNNY 85 50 Weather -- Temp.High: .`— _Temp.Low: FOUNDATION FOOTING FOR WALL Location of Placement --.1 :55PM 76 _- _ - Test Time: Concrete Temp 3000 28 2 1/2" Strength Requirement. - - P81 0 days Slump Cement Type 3050W 4/4 " Mix NoJNo.Sacks Ai!Content Max Aggregate - Admix.Amount , —Brant Admix Amount _- Brand ___- Set TWO Register Date Date Total I Unit Repos Tested No. Days Number Recd Test Load Ana PSI No. By I 7 6070 09/22 09/28 83,946 28 .34 2960 J8 _-, 28 6070 09/22 10/19 28 6070 09/22 10/19 HOLD 6070 09/22 rinrna kc cc:S D DEACON CORPORATION — CITY OF TIGARD MPR ARCHITECTS Information contained herein Is not to be reproduced,except in full,without prior authorization from this office. Testing, Constnwctton Inspect:on &Related Tests Carlson festin Inc. GeotechatcalConsidttng P.O. Box 23614 JOB NO '44.-44 _ Tiga;d• Oregon 97281 • 1 + Piwne(503)684-3460 REPORT OF IN-PLACE DENSITY TESTS FAX (:',03)684-0964 Chant __ Project __— — — r1G(RD OR klaterial Description _ --- --_ — Max Dry Density 4os•y lbs./cu.tt. Optimum Moisture 17 _5 % Metnod of Test Aoc i u Li 1 Et<< Serial I — 23538 NUC 3440 _ DATE OF TEST - ----� C0N7St MAX ELEV. !N {�A�SC�OE�SII' X TEST NO TEST LOCATION wwT�ct�s DENS. mOtErx v�T Dny cOMMCTIONy SF BUILDING "B" FILL 20 Q 30 ' NORTH OF SE CORNER - 2 ' LS .) .0 110 .3 101 .2 93 SF BUILDING "B" FILL 21 0 SOUTHEAST CORNER 9-15 ) - _ 17 .7 126 . 1 107 . 1 98 SF BUILDING "B" FILL f2 0 100 ' WEST OF SE CORNER - 1 ' 1 1 .}s 118 .5 106 .0 `+7 SF BUILDING "8" FILL 23 0 125 ' WEST & 50 ' N OF SE CRNR - 1 ' 9 1', 11j! .4 1._'2 .8 106 .4 nonwks 90% COMPACTION REQUIRED t! J.ON C ORPORA Ti ON C: f TY OF TIGARD MPR ARCHITECTS S . LIACH ,MM Tested by _ _- CARLSON TESTING INC. Information contained herein is not to he reproduced, except in full, without prior authorisation from this office. Carlson Construction Inspection d,Related Tests Car son testing, Inc. Geotechnical ConsuttInp Y.O. Box 23814 ,pe NO. Tigard, Oregon 97261 .e ) 1 A , 1 `' Phone(503)681-5460 TEST REPORT OF IN-PLACE DENSITY TSTS SAX (503)684-0954 Client G7 GQJ LAIL L1E1.1E1 OL2fl Nf.I CO - -1LE-E. RASA< ..— ... ----- Project I 1 VAi c T IGARC? OR Material Description _ r a . • — — -- Max. Dry Density 1�L IbeJou.ft. Optimum Moisture ]8 U % Method of Test AA -4'Lf1 —.— Serial N )0gg9 Ntic 3aan BATE OF TEST Cpm MmeAk ' ELEV. Fab t t IN-PLACE( DeNsrre TEST NO TEST LOCATION PA ffK IES DENS. , FT. % W-ET t> V corxiAcrioN SF 'SOUTHWEST CORNER 24 OF BU1l ft1N(' " TOP 9_16 15 .7 119 .0 102 .9 +', 5F 25 CENTER OF BUILDING "R" TOP 9-16 17 . 1 121 .8 104 .0 NORTHWEST CORNER 26 OF BUILDING "B" lOt' 9-16 18 .0 121 .7 103 . 1 '+' �.I 27 CENTER OF BUILDING "8" TOP 9-16 15 .9 119 .8 103 .4 ' I RP.n1Rf's: 901, COMPA' T ION 11EOU.IREO r c. : ', U 1 F A( ON C URR';tl i CITY OF T I GARD MPR ARCHITECT, oo L k /MM Tested by CARLSON TESTING INC. Information cont,nned herein is not to be reproduced, except in full, without prior authorization from this office. MUSIL PERKOWIT2 RUTH. INC: 5036E123348 P. 01 Musil Perkowtz Ruth Architecture Planning K P-Q 3 I lc I $(,r P95 ` 0400 Is IT-.370 Transmittal To: Jim Funk nate: 9/13/95 Community Development Department City of Tigard 13125 SW Hall Boulevard Tigard, Oregon 91223 fax No.: I a03I 6847297 Pages: 3 Project. Tigard Promenade Job No 93-657.21 Tigard, OR Regarding. Curb Ramps - Site Review Comment Issue (XI Enclosed [ ) Ey Hand [ I Via Mall I I Under Separete Cover IX] V,a:__f _ via Messenger Descriprion: Site Plans ( I Shop Drawings 1 1 Prints [ I Elevations [ ) Specifications I ( Myiars [ ] Sketches (X] Correspondence I I Sepias [ I Working Drawings ( I Literature ( I Vallums Copies Description 1 Details CSA2, 12/SA2, & 13/SA2 Remarks ( I At Your Request [ I For Review & Comment ( I For Distribution [XI For Your Approval I For Your Use/info I ) For bidding [ I For Your Signature [ ) For You' Flies j ) Other: Jim: Enclosed are copies of the details for y5ur review. The curb ramps indicated ?n detail? 17/SA2 & 13/SA2 shall not be installed in that fashion. The curb ramps are installed, as the sire plan shows, per detail 4!SA2. If you have ar4r qua tions, please call By _^ _ cc: Jeff Resak/Sterling Development Sake Rein ersma Turn Jones/W&14 Pacific John Kuhl/SD Deacon 91610 SW Pioneer Court Mike Leberman/MPR Suite T Norman Schoen/MPR Wilsonville, OR 97070 File 1503) 5S 7350 _ US I L PERKOW I TZ RUTH. INC 5036823348 f'1. 0 :ASURES irdr-2 A C�^� 1 q" IB q., sL __ S 8 TIO1NAL ARROW D� REC __ _ 3 0.. /4H -0" -_--- b -'- OLGO, LINE — --- _--- R ANAP TO COMPLY. WITH FEDERAL, STATE I/4" PEEP ,',ROOVES • ---- LOG<aL___ n:2 3/4" o �. AM) REGULATIOmS " 11 HEAVY SROOM FINISH ----1 4 Q i IiOMAxSLOPE — 4 4 ii L•, L w X n �`j 4 L. : r. _. :, S : ,,, z _ -- CURB FACE MIN. a 4 _______________. CURB RAMP c� s/ hZE��: '...-. 56 : I/8"rI'-c7^�� 4 MUSIL r[RKOWITT RUTH. INC SO 6823348 P. 03 ' PLAN ITER 1 6 90 HEAL) �, E� , . _AD 11 -403 fE / .01 r---,,r.,AL.E ;,'5 31 -O" D: ___ 4NANT IGAPPE D STALL- ��16N, VERIFY EXACT 7 My LOCATION PRIOR TO GONG INSTALLATION VIALKVvA4 _0 ' r_ f--- G°NG,GU2B Q8 p -�---� �_E CIVIL PLANS 1 / &MINbS _— -- D in•S\' ' / . Q J S/B" ? ��/ CONC. CORD RAMr� )INT == /G I W/ I:I2 MAX. SLOPE W I:8 MAX. SIDES `A ~ 4 HEAVY BROOM 3�+"(TYP) - �, / rIN1.�H r'TYP.) '` MAINERE OCCURS _ � tI -.-----.__4 ' WAIDE PINTED PARKING PAINTED II 2-GOATS Or Oh, � �,-- 1 HIGHWAY YELLOW 1 Is q -O 15.-0" a -Q SYMBOLHANDICAPPED • L17 90 HANDICAP STALL DBL.L . 02d IREV � =GALE I/S"•I'0 T!: -O - 0 _........._...... HANDICAP STALL. 'L , 516N, VERIFY EXACT CD ` ` LOCATION PRIOR TO INSTALLATION • 4'-a' GONG CURB SEE CIVIL PLANS - -'-\ in4— OWN �! APINciM.•i GONG, CURB R,=,M7 W/ 1,12 MAX SLOPE 8 1E- P .TF rQ 1,6 MAX. SIDES D.. $ HEAVY BROOM FINISH (TYf.) H rti4" Y1IDE PAINTEDIr lver , rir:^ oss�irtt►I�c, �T1plpr—�� 1 � I/L ( � ,` 11711 1.4 16NWAY LLQ / Et). SYMBOL q _p 5'-0' 8 90 HANDICAP STALL -' 13 - 02-IZ8 IREV: 02 I ,GALE f/e= _ -O' _.---- (*.AR nVERNANG • Construction Inspection 14,Re&itei Tests Carlson Testing Inc. to Consulting P.O. Box 23814 JOB NO -__--9 41.4 _ _ Tigard,Oregon 97281 Se 13 , 1995 Phone(503)684-3460 REPORT OF IN-PLACE DENSITY TESTS FAX(503)684-0954 ClientLpp. j T CO - IFFc RA5Ai Project 1 1 r.::,s'r, t'I:OMEWGnF -- TIGARD OR Material Description YE Y_____11,_1 --- Max.Dry Density 108.6 lbs./cu. ft. Optimum Moisture 18_p % Method of Test Ares,►iTf1 T- 1 HO Seriai Si 23S38-.' 3slzt( —_ DATE OF TEST �— * r ADJ. ELEV. FIELD IN-PUCE DENSITY - % TEST NO TEST LOCATION P ICfEEs E S. FT. IsOIS%TURF W LBSICU 171<iy COMPACTION 'ii= BUILDING "E3" 1 10 FILL Q SOUTHWEST CORNER GRDE 9-1.3 i 12 .7 7 1 16 .0 104 .7 _ 96 SF BUILDING "8" 11 FILL 0 MIDPOINT , SOUTH SIDE 1 ' - 14 .7 119 .3 104 .0 9 ._ SF BUILDING "B" 12 FILL a SOUTHEAST CORNER -2 ' 9-13 15.5_ 11,5 A 99-9 - Yom._ SF BUILDING "B" 13 FILL , CENTER OF BLDG, E SIDE -1 ' •-- _ 14 .2, 114 .5. 100 .3 92 , SF BUILDING "B" 14 FILL , CENTER OF BUILDING - 1 ' 9.-1 3 19.5. 122.3 102 .3 V4__ SF BUILDING "B" 15 FILL , CENTER OF BLDG . W SIDE C,Mi 9-1 ___ 16"5 117 .6 109-9 93 SF 16 SOUTH WALL LINE , CENTER - 1 ' - _�_., 16 . 7 120 .6. 103 .3 '4'__ SF 17 SO11/111 UTH WALL LINE . WEST HID 1 ' 17 <5 17.0 .I, 102 .3 _ 4 SF 18 SOUTH WALL LINE , EAST END 18 . 1 122 .5 103 .7 b , SF 19 EAST WALL LINE , SOUTH END 2 ' - _ __ 1 3 .0 116 .2 102 .8 91.d Remarits: 92% COMPACTION REQUIRED cc : S D DEACON CORI'OP''. i 1 11N CITY OF TIGARD MPR AR':H t I I + IS S . LEACH /D. WHITEHEAD mm tested by _ _ CARLSON TESTING INC. Information contained herein is not to be reproduced, except in full, without prior authorization from this office. Construction Inspecdoi Related Tests Testing, Inc. ( t Consulting P.O. Box 23814 Tigard, Oregon 97281 MOISTURE — DENSITY RELATIONSHIP CURVE Phone(503)684-3460 FAX (503)684-0954 (APgc---e• ltolBu.pgskouolsrr_vosl Client: STERLING DEVELOPMENT CO — JEFF RASAK 9-12-95 Project: TIGARD PROMENADE 95-4145 Location: ON—SITE Sample: LIGHT BROWN SILT Test Method: AASHTO T-1St) METHOD"A",T—21,1—265 Sample Methods: AASHTO T-2 Preparation Method: MOIST Type of Comp. Hammer: CIRCULAR Compactive Effort: MANUAL Percent Passing #4 Sieve: 100% Oversized Material: N/A Date Received: 9-11-95 Date Tested: 9- 11-95 OPTIMUM MOISTURE: 17.5 % MAX.DRY DENSITY: 1088 lb/ft3 Ito 109 — -- 10* m .^1107 -- N aA >- 104 ---- —-- ------- — — — 103+.��.i.�..�..■�.��.� ■.� 14 15 16 17 is 19 20 21 YOISTURH COMTHMT (%) Zero Air Voids Line Based on Assumed Specific Gravity = 2.60 oc: S D DEACON CORPORATION CITY OF TIG ARD MPR ARCHITECTS Information contained herein is not to be reproduced,except in full,without prior authorization. Construction Inspection& Related Tests Carlson 'I esting, Inc. tee l Consulting P.O. Box 23814 Tigard,Oregon 97281 MOISTURE — DENSITY RELATIONSHIP CURVE Phone(503)684-3480 FAX (503)684-0954 Client: STERLING DEVELOPMENT CO - JEFF RASAK 9-12 -95 Project: TIGARD PROMENADE 95-4145 Location: ON-SITE ' lP4S-l0040ISc - O01It Sample: LIGHT BROWN CLAYEY SILT Teat Method: AASHTO T-180 METHOD"A",T-27,1-265 Sample Methods: AASHTO T-2 Preparation Method. MOIST Type of Comp.Hammer: CIRCULAR Compactive Effort: MANUAL Percent Passing #4 Sieve: 98. 8% Oversized Material: REMOVED Date Received: 9-11-95 Date Tested: 9-11-95 OPTIMUM MOISTURE: 18.0 % MAX.DRY DENSITY: 108.6 Ib/ft3 110 l 109 -- -- �am - m106 — — — ° a to 104 — — - 103 15 16 17 1a 19 20 21 72 MOISTURE CONTENT (%) Zero Air Voids Line Based on Assumed Specific Gravity = 2.63 cc: S D DEACON CORPORATION CITY OF TIGARD MPR ARCHITECTS Information contained herein is not to be reproduced,ew:pt in full,without prim'authorization. L - • Construct(on Inspection &Related Tests Carlson Testing, Inc. Consulting P O. Box 23814 Tigard,Oregon 97281 Phone(503)084-3460 FAX (503)684-0954 September 12, 1995 •95-4145 .CTI Permit No. FIELD INSPECTION REPORT DATES COVERED: September 8 , 1995 PROJECT: Tigard Promenade ADDRESS : Tigard, OR INSPECTOR: B. Leach •09-08 -95 : CTI engineering associate, (Brian Leach) , arrived on site at 10: 45 a.m. to observe the stripping for the Southern half of Building "B" , detention pond and the Southeastern corner of the parking lot . The areas have been adequately stripped of organics and topsoil , and are considered suitable for fill placement due to the damp conditions of the soil, the fill material (brown silt) should be moisture conditioned during placement. •105.11,71x; Our reports pertain to the material tested/inspected only. Information contained herein is not to be reproduced, except in full , without prior authorization from this office . If there ate any further questions regarding this matter, please do not hesitate to contact this office. Respectfully submitted, CARLSON TESTING, INC . ,lug !/• .�.,:,..� ames D. mbrie, P. E. Geotechnical Engineer BL:eah cc : Sterling Development Co. - Jeff Rasak 3D Deacon Corporation City of Tigard MPR Architects Carlson TestingInc• Construction Inspection& Related Tests Geotechnical Consulting P.O. Box 23814 .10(1 NO Tigard, Oregon 97281 > . REPORT OF IN-PLACE DENSITY 'f' ST1S' Phone(503)684-3460 AX (503)684-0954 Client _ ,JEFF Rot Ats Project ___ _ OLAOQ)5/79S-QO.3S TIGARD OR Material Description ARRUWAI-LLQ.YE SIL Max. Dry Density Dna g lbs./cu.ft. Optimum Moisture __lid�L % Method of Test AASHT(1 T-1110 SerialI 2ddh1- Nilr '140 DATE OF TEST % ADJ. FIELD IN-PLACE DENSITY TEST NO TEST LOCATION CFCOARSES GENS. EFTV WE(LBSICU.FT MAMMA SF SOUTHEASTI um 1 CORNER OF BUILDING PAD r2 ' it 13 .0 115 . 1 101 .9 94 SF SOUTHEAST 2 CENTER OF BUILDING PAD +2 ' 9-11 14 .9 115 .0 100 . 1 92 SF SOUTH SIDE 3 CENTER OF BUILDING PAD 12 ' , 9-11 , 13 .6 114 .2 100 .5 93 SF SOUTHWEST 4 CORNER OF BUILDING PAD +2 ' 11 .6 112 .5 100 .8 93 SF SOUTHWEST 5 CORNER OF BUILDING "8" 204 ' -�=Z1 12 .5 118 .4 105 97 ' SF SOUTHEAST 6 CORNER OF BUILDING "B" 04 ' 12 .6 120 .7 107 .2 SF SOUTHE:IST 7 CORNER OF SITE 9-11 12 .4 119 .7 106 .5 98 =,F EAST END 8 OF DETENTION F'IIr,4> 9-11 - 12.4 116. 7 103.8 96 5F 9 DETENTION POND . WES1 ENU 20A ' '+ 1 l 15 .8 113 .9 98 .4 pal SF DETENTION POND, J 9-11 10 EAST OF CENTER 203' 13.9 112. 8 99. 1 91 Rernacrts: cc : D DEACON ( URF'OF•'A1 I(IN CITY OF TIGARD MPR ARCHITECTS D . WHIIIHEAD/B. LEACH /MM Tested by CARLSON TESTING INC Information contained herein is not to he reproduced, except in full, without prior authorization from this office. I ANF & ASSOCIATES Consulting Structural Engineers STRUCTURAL CALCULATIONS For Si,Ft=WAT- SHOP BL'ILDIIJ6 'A' r T f CaAR D, OREGON - \l/ C 1' ti (\I g ,‘C. 11 Vi I ,,t) (1/ I , \ c ( J ‘..i.v,ne/fts I i I �,•�w G3rJ �E-4, �y9. • , J,40,REG30w. \\,... M P. R . ,' RCS 9500 Telstar Ave.. Suite 101, El Morte, California 91731 — Tel: (818) 448-8182 AN s _ 'I (a v. SSOC'AT LS re:. 18191 -i-4-41S: Joe No. _ S .. ''onsutanq Structural Sagtneen Fax: '3131 "8.809 : - +. Br � • A � r ' � 0'5(X) .� —7/ 4:5 o sitar,wa_, Sump 101. El Morita CA 91,1 SH T a2fX ROOF FRAMING Is o CANOPY FRAMING f► A COLUMN ANDo FCOTLNG WALZ. DESIGN LATERAL DESIGN_., s •C MISC DESIGN DESIGN CRITERIA BUILDING CODE 1991 UBO SOIL BEARING PRESSURE 2000 psf CONCRETE f'c = 2 occ @ 28 days (No inspection required) MASONRY (Grade N Units) f'm at 1 ,500 n = 25.8 REINFORCING STEEL ASTM A615, Crade 40 Fs = 20,000 psi STEEL Structural Shapes ASTM A36 Fy = 36 ksi Structural Tubes ASTM AEOC Py = 46 ksi Pipe ASTM A53 Fy = .30 ksi Bolts ASTM A307 Lads per code LUMBER WCLJB #16 Visual _raded Douglas Fir (all stresses in psi) Joists/Rafters No. 2 Fb = 1250 Fv = 95 (repetitive = 1450) 4x Sawn Beams No. 1 Fb = 1500 Fv at 95 6x Sawn Beams No. 1 Fb = 1300 Fv or 85 Glu-Lam Beams 24F Fb 2400 Fv ,. 165 STRUCTURAL HARDWARE Simpson Co. "Strong-Tie" model numbers snown or equivalent (CBO approved �- — :.t x c•:�. ave Seim :CI. S %Isaac ::.3. i1r:t • a.: • • S_oo 1 d�aas: ' dlig ,1C_ aitikg.i. 'wi.iaxLs* CIII Rrof Lind : Raoftag 3.b.pss! 3.0 3, Insularism 1.0 • ►.s► i.o Plywood Z.0 a .,� mild Sud-par={a 1.0 • ,L,P -LL Purl is . 1.3 a . 1 s . *MX • . 1.6 a • • Calllag ... . •:.0 • ?.� �r . 2..e • 2.0 • • 144;414. (� • mIr J•�>:F.? ti • LQ.0 psf 141 i ,o 'I--- ) L. . ZA psi - ______. 0 . • • Wang, or. Rra : Ina psf _/,i' If P?;+rood Z.O • Deis: Z.O a " Z 1 ILO p . sf ust ie psi. • L. : 2: psf (Ra eh i a •Pir C:da) Sorfl: : OC girIS.0 pi• . F1.1.14.1. ' : Ca not Plantar 41x 10 • 3D • :la P's ANF & ASSOCIATES Tct: OM 44S-MIS= Jos No. _95—I33 Cun�ultin� Structural Engineers (BM 4484092 S A F E k,-)A 1 8v_ CI W , ID G, i A' _ ow= 7 115 9500 Tilsit Ave. Smut 101, El Montc,CA 91731 G LA Gk^MAS 0 RE60 IQ s.. 1.O of. • I ! " 0 . 31's.. ___ o-- - ., _.._ ----__.2-4_7„7_1-5 _.__ ---•- gid,-----_.- 4--+----�--w— j' 2X(A*2w 'O(., 4111 exit pl.. I i S'i.X2I c.". = (La) !L<g°) i-a i ii-'F i W!4xft'SFYT) TTP CL'! W S (te 7.:.. � h , ha)li I I to os � ., •--GSI G•1.- G-1- I' G-t G- 1- c2. -t Cy -Z. b - t y II �I » j...-----‘-lasn4.111 1X1. V h— in zx� t24''oc.AR.crrP) II ti ixM 4 ______ , lxio e z4"0(... 6.- , W.) ____ 7-- r--oo F FRA I tJ pL = I(epS4 LL='2S' p14/ . Pur lin E e oc- - w — 8 ( 5) _ o > 3 ZS>>FI I S pan = 3 Co' R _ B Co C 31.6 = 11•a k Ti -= II;C 2+ K9 t 8'0 .• Cap = 3-1 w=t2c4.1)=w'12'"/, u se... v./11)(n G-3 k31 tnla2i3'1 ')/8 =8t;K A=1-04,4. b.4,5* M-'-. =R = 310 5= 5'7 raslo G-1 L = -+ Ilse'�4G 4N 115 w =22C'+i) 2902°VI _ -- -- ( �l rh= 901C'4u1)'8 = 1 go1�(I use isl 24X04. 4-4 (ci L = `+o use S4 G SN 1314 SR -90 rR..890 F-751 W=i5xis + '+yils wi to Blah- RV(��►^ 24 'Vr - =R = 225(100(404') ar-Ld$0 use S� xZI \� 1'4l 6 X Z I'" = 2_ (I0 ) c0 ) 1OlF/l '^ _ 3ro'K Sit = /Se =Z ZS ( S'4f x MIL O K) 4.-e 1`\ = 10 x1,210 vs. g6ofq, .S'p,„ = 5wx12/so() 4.S /AR. = 10X 15,41.3 2L1• >US c 146 V2.41•"OC, �12- q5 �u = (-33cL5/ = 4-4, 5*/, I' ll' M 10 111)/5 = 1/ S f 20 a. 2_1 � y= 11 -24I c o 24"Pc- 1-7 � X�S U3 i t = IOC 1n11 = lo (lo ) /8 = 815 -r-L = t'p 2- x (.(J24IioC. H�-`�".r TO SPECIFY VULCRAFT JOts f UlhUtHS I - I For a given joist girder Scan. the designer first determines the numoer of;cis!spaces. Then the panel point•oaas are calculated and a depths selected.The following facies gives the Joist Girder weignt oer'inear foot for various depths and toaca. P P P P P P Soave I I I I Jett #� �. -.1 r / t fi =" !S-.fr`,``� , `', 1 , ,`, ,' `'� I % ,\ / , , `, ; 1 ; /I ` I ,`, �, '', �, , I // , / ',, ;, ,`, ;' i JOIST GIRDER SPAN( 4 :MIAMI-rC 4 COLUMN) STANDARD OESIGNAfO?. 48"G 8N 8.8K' Dion in Inches Number of by load on Sion Panes Poirt Joist Spacys (Ono Kap.. 1000'be.) Example: Given : 50'-0 x 40'-0 bay Joists soared on 6'•3 centersVas'Nea conoquvesan mar Kry^°"' I Live Load • 20 pst true, C,s,nci a,a•a a taw lar Dead Load - 15 pyt ' I a .». Total Load - .3 --•* �—'�' J ' IN*arrvideme Jame dirlrr%wen M Duan n,ra iorOt '9«OOP if,a Deur riirtar rKaa. 0 '",,Ivee to 7 trT I,.aqr d,oral Genet tiro,nr m aucpld Wua rt ea •agar MIK 1. Determine number of actual joist spaces (N). inch of depth for each toot of span is a good 'n this example. N - 8 compromise of limited depth and economy. 2. Joist Selection Therefore select deoth of 48 inches. a) Scan a 40'-0 c) the Joist Girder will then be designated 121 T.L. , 6.25 x 35 - 219 pIf 48G8N8.8K c) from K-Series load tables slect a 221(7 d)the Joist Girder table snows the weight for a (71. X31 > 219: L L. - 185125) 48G8N9K is 43 pounds per lineal foot 123 x 1.5 • 185 (1/240 limit applies since ceiling is not plastered) e) total weight of this Joist Girder system per 3. Joist Girder Selection square foot is: a)compute the concentrated load at top chord Joists 9.7 p1116.25 - 1.55 panel points P -219 x 40 -8,760 lbs. -8.8 Girder 43 plfi40 - 1.07 kips (use 9K for depth selection) Live load 2 62 Fsf deflection rarely governs in Joist Girder se- a For recrangular bays check economy with joists and lection because of their depth girders spanning the opposite way b) Select girder depth Joists (26K10) 13.8 plf/6.67 w 2.07 The 50'-0 span a panel Joist Girder table on Girder (40G6N12K) 41 pif/50 - .82 page 72 indicates that the rule of about one . 2.89 pat NOTES. 1. When ;t is required to have joists bear only at vertical web members to gain space for duct work, the .joist Girder should be labeled as a "/G- in lieu of a G . 2. I-he following tables serve as a design guide only. Odd size;01st girder lengths. deaths. kip 'oadings. and panel lengths are available. 0 3. Based on tests by Underwriters Laboratories Inc.. Vulcraft Joist Girders nave been approved for use in designs P231. G256. G514, N732. N7544 and N738 as pnmary framing memners. For additional fire resistance information. see FIRE RATING SECTION on page 83 and the Underwriters Laboratones I Fire Resistance Directory. S5 vuccRAFt h. STANDARD LOAD TABLE OPEN WEB STEEL JO:STS, SERIES 1 .2 ease° on a Maximum Allowable Tensile Stress of 30.000 psi JOIST 11613 1514 111(5 1616'1817 1613 11K10!20K3:2011 2015 2016 2017 2018 201(10:22144 2215 2216 221(7 221(9 22/(10 22111 [DESIGNATION_ ... - oerrh(IN.; I 16 16 16 16 16 1 11 ; 20 20 20 20 70 20 20 ! 22 22 22 22 22 22 27 I I APPROX. WT.I fu 7.2 7.7 1C 9t lW4m.) , 102 11.7 ' 17 76 12 63 9J 106 12.2 SA de 22 9.7 11.312.6 13.1 _ SPAN(11.) 18 1560 .350 550 550 500 p..80 550 1 '' 55: 55: 55!' 550 95:. :s. 53 19 1514 510 550 550 530 560 550 ' I49- 5:3 523 522 5__ :_. J_ 4 20 463 950 550 550 550 550 550 r 517 550 560 550 550 560 SSO I I ::: .90 49c 490 490 -9: 49: : 550 550 550 55C. 55: 55v 21 { 420 506 550 550 550 550 950 ' 486 550 550 530 550 560 150 36- -2E 480 450 :13C .c- -5. I -53 520 520 52: 520 52: 520 22 t 312 480 516 550 550 550 550 426 514 550 SSO 550 580 550 560 550 550 550 150 9S0 330 1.1 31= 37:. 41- -35 -351 •35 -,ii 29: 45' 4i: 49C 9: a9J :7: ..F • .-4 5--. - . S50 ' 51 23 343 420 473 s18 .,bo 55C Sso , 319 .19 529 _so 550 550 SSO 6 550 550 SW bbo 550 560 ::.i 36: is: :tE -1E r.. '•- :C2 45• 486 486 465 468 4N' 5 I .'r i.tF :': -._ : 24 320 363 434 473 526 550 660 357 430 415 520 550 550 550 478 336 550 560 750 550 510 2 28- 2,16 3.43 382 394 395 302 353 396 430 448 446 44A 43' 48: 495 495 495 495 495 25 294 356 40C 435 415 550 510 i 329 336 446 481 541 550 550 431 413 537 550 550 350 $10 l I :1.: 250 28' 305 33- 3- 37 1268 312 i 350 360 -7' 426 420 361 4, 46= 26 272 328 3118 402 446 536 S80 304 301 , 412 449 500 550 550 404 455 416 550 550 550 530 190 0 , 749 294 35- 3!' 276 27. . 310 33' 3.: 405 405 336 379 .0- 45- 45- .,5- 27 252 303 342 ' 372 416 496 550 ?Si 331 362 416 413 350 510 774 422 459 512 380 550 560 fl 163 198 222 241 267 2,: 3-- ' ,'1 7 :" 33' 3333 38F 384 30' +3 36- 40€ 28 1 234• 282 318 346 385 463 545 ' 201 315 355 366 430 517 350 . 349 3!2 427 475 550 550 S80 ' •P ,114 216 234 26: ::' '89 2:3 2E• 29€ 3S• : . . "C 2:: :2: 36- -': 29 216 26J 236 322 351 431 511 243 293 330 380 401 482u 550 324 365 39$ 3 532 5$0 550 135 '59 179 194 2'S .5 _- :93 '29 _-. 24_ 455 3. .:. .-. _ : tz5 .- -. lir :ir 1 30 203 245 279 301 333 402 477 227 274 306 335 374 450 533 103^. 341 371 413 497 550 560 I '7.!-- t4. 161 '' 194 -2i 26F '5: _. _ 28e :3: i 445 265 J4 33: .-. 31 190 2211 256 261 313 371 441 212 251 2N 31.4 360 421 499 283 31! 347 317 415 510 550 .3' 4( '5E •-5 1: .5 . 'n: 1!: '4E :'- :59 :+.1.: I '9i ::: :-' a?'" :at. :4, _ 32 171 211 242 214 294 363 411 111 240 271 29$ 321 7N !8! 215 299 321 7N 4.11, 517 $49 ..t - _ .5i. _ .-J 'i. -. _ r 'S. - :a: 33 166 202 226 248 276 332 393 117 226 254 277 309 371 440 249 211 308 341 410 465 832 c_ •n5 - '45 - s: •6: _ :5 -• .. .. it 31 156 too 214 233 210 312 370 171 212 239 281 210 349 414 235 26s 218 321 316 451 511 i 38 ' 149 ;79 202 220 241 294 349 1111 200 221 241 274 329 390 221 249 272 303 364 432 494 36 141 161 191 206 2211 278 NO 157 189 213 232 219 311 319 299 231 287 218 344 401 4•7 -: .- 9: ,.. 3- a- bl _: _. •c- i. -_ - 5: .. .. _. • 37 14$ 170 202 220 241 294 34$ 11S 227 243 271 385 302 44 33 ! 141 170 111 201 232 278 331 117 211 NO 211 309 311 419 4 39 133 111 181 198 :20 265 314 179. 200 218 947 2111 347 307 .. ;7 9: - : - - - 7! 40 127 113 172 181 209 231 296 189 190 207 271 271 370 377 41 S 0 111 III 1!7 220 264 314 3 • i5 ?5 '3: - Ji 42 ' 183 173 /N 201 282 2N 342 il : _9 6: 95 '05 2€ 4, 1. 43 14$ 115 179 200 240 215 321 -3 9: 99 99 '35 •- a 44I ' 139 157 171 191 229 272 311 i 68 '5 63 2: 13Q '3f •.5 -2 i a -- - -----___--__L- _ - -- ----_ L.: iTANDAAG LOAD TABLE / OPEN WEB STEEL JCISTS. K-SERIES lased on s Maximum Allowable Tensile Stress of 30.000 psi i 366 ��313 ATION I 261(6 21447 2186 2611 151 (9 211(10 I 261(12 ; � 301(7 � 301(8 -- 304(9 301(10 I 304(11 I 301412 ! Et 05PTN (in.) 26 26 25 21 26 21 `I 30 i 30 L30 30 i 30 I 30 4/11,1104.,)' 81.4 11.1 1 '2.7 13.0 I 14.3 17.1 I I 12.3 13.2 13.4 '5 0 I 16.4 I 17.6 I J 4•AN M.1 I VI i E- i a386 :ao 160 560 560 G 641 543 343 543 343 SA1 E 21 111 550 S50 560 550 550 419 522 522 532 522 522 30 477 531 560 SSO 353 S60 580 560 560 I 550 S60 350 439 446 500 500 500 300 343 543 543 I 343 w 341 31 441 497 550 550 580 560 I 334 S50 580 5.30 550 560 317 440 4e0 480 480 480 501 320 520 I 520 520 520 32 416 468 513 549 549 549 301 549 549 549 549 549 381 40(1 434 483 483 463 411 500 530 300 500 500 33 393 138 444 5:'7 532 532 471 520 532 S32 S32 532 329 164 399 432 435 +35 420 460 468 4es 4es 464 34 370 412 458 498 516 514 441 490 516 516 518 516 300 333 354 395 410 410 394 420 441 441 441 441 35 349 389 430 468 501 301 419 442 501 501 501 501 275 305 331 351 389 369 351 344 415 415 415 413 39 330 387 406 442 487 457 395 435 475 I 487 I 417 467 E 252 280 301 332 366 385 123 35.3 383 392 392 399 37 312 348 354 418 474 474 373 413 449 474 4:'4 474 232 257 282 303 344 344 297 325 352 374 374 374 31 296 329 384 395 441 461 154 391 128 461 481 461 214 237 240 282 325 125 274 309 325 153 353 733 39 260 313 348 178 447 449 338 371 404 449 449 449 iff- • •94 219 240 230 306 306 253 277 300 333 333 333 40 260 297 328 357 424 434 319 353 384 4383 I 438 436 4 183 203 I 222 241 284 :91 234 256 279 315 315 315 t` 41 253 293 312 I 340 404 4.7 30.1 335 385 427 427 427 '70 189 208 224 263 277 2i' 236 216 300 300 300 br- 42 241 269 297 324 384 417 289 320 348 413 417 417 151 175 102 208 243 264 202 221 240 289 284 214 43 239 257 284 309 337 407 274 305 332 394 407 407 147 163 1/9 194 228 252 •64 206 Y23 283 270 270 44 220 248 271 296 350 398 262 I 291 317 370 396 395 4 137 152 167 '61 212 240 '74 192 208 245 258 258 C — 48 210 234 259 I 252 334 389 211 278 303 759 389 359 28 '42 154 1 169 18 229 54 79 I '95 229 248 246 4 201 224 241• 270 320 .380 '41 264 Z90 344 380 380 120 •33 144 158 '88 219 '53 168 1112 214 236 236 47 192 214 237 258 306 372 230 255 277 329 372 372L' 112 125 136 144 174 210 144 157 171 201 226 226 48 164 206 227 247 294 385 221 244 246 315 362 386 103 '17 121 139 163 201 135 148 leo lee 215 216 C 49 177 197 219 237 282 357 212 234 255 303 347 357 99 110 I 20 130 153 193 127 139 150 ,77 202 207 F. 50 170 199 209 228 270 350 203 225 245 291 3.43 350 93 103 113 123 •44 I 185 '19 130 141 186 '90 199 51 163 182 201 219 200 331 195 218 I 215 779 320 I 343 se 97 106 115 138 175 112 123 133 157 179 192 52 157 175 193 210 250 325 III 2(9 228 264 305 338 83 92 100 109 125 165 'or 115 128 146 169 154, 53 151 164 188 203 240 313 '81 200 218 258 296 330 76 87 95 103 121 '58 '00 109 .19 140 159 177 #1 54 145 182 179 195 232 301 174 192 209 249 283 324 74 82 89 97 114 147 94 01 '1; '32 150 ¶70 F 55 140 156 173 184 223 290 149 165 232 240 275 312 '0 I -7 85 92 101 i '39 39 96 '04 173 142 161 58 '35 X151 188 181 213 280 162 179 195 231 I 265 301 4e 73 se 87 102 132 54 92 100 116 135 151 57 156 173 188 223 258 290 40 8e 95 112 1211 1.45 59 •31 187 151 215 247 290 'e 53 90 106 121 137 59 144 161 175 206 239 zip F 72 79 86 101 115 I eo 141 156 189 201 211 262 —_ — I— —�_ I �39 7S et 9e 109 I 124 1 le t ti r N 1� N 11 Ii 14 V.1 .1♦ C. ANF & ASSOCLA.TES Tri: 0)181 443-41i. Jos No. . 5--133 , C.)nsuluug Structural Engtneen Ftp y151 yul i0a:1 — ja F t-,)/4� ev CA L4) I aL riG- 1 ,4' Dura , 7/ 95 9300 Tristar Ave_ Suite 10i. E2 Monte. CA 91731 1 M CL^Gk, Mss 0 R.ra0 1.J !.• 3'0 Or --� 0 —75 ........ ' x 1 -- i( i-5" I i - ,21,'5" 'fa to ' ISA' ,,, a .r,3„, "i - 4- -L„, s}`4 g:, 3 n C A , . J C L.- I S�'orc- s � . ii •,� i I M! {T01'T�" IN6: l .3't a Is -1- 1—' '' G-z 1._ z. I y _-1- I *C` 'Z . Jr_____._ II ,te!‹ 4Bj1uxAr.. ±z4-"t{�.K x 1 4.' Long ® .0 I Mi Ftp w/ y..r.A 8 ,3i3C�Iz VG TIE ,f LS)- 7 fi Sam -7 1✓</E Z9 0 r FOCI'IMCI Des16tJ F-f = IB'x`n = 138 wall = -rsxib = i��+i ZKSf f.P<< ) 3ksf C� 55ok) Allowah1e sa ,L r}�- - 300 P,�ettri n3 7-1 g 040 ED3x3xtZ'' -# 4 a-ui- Q 4 x4=Lx11_' 6.14 a-W- © 15 )( 5 )( 12: (o (o E'+" m -It x B )( t2." '.A 1}Teib 03 e 12/cc-T1E 0 I$1e Wide >r 12" vont.Wp-4 q}T,-N8 © I 8"1,.)i dt x 12'1 Gorr' b-,( 1'4 i}?'b_e or '' Q C (i -(,)- 110Cd E (, �.,��d t_r man C.�C� gang # ►Jute = E Pad Ft o/301' o f Cotr%pA t,4e4 crusE,e d. rock 1-ftat exited-6 241 be yn„d(„ Ft9 - cave-. J Cart Pt eV 1'1 o f- c-om p A ciezi crus6a ro ck- tfi.ett ex 4e.m a,o 24." Io e y or d 171 edge - 1 s h eat r uJa(I 0 3 "t*14c} z wird N 37i2" ac BotA5ide . 3/4"4'A.8 Q (G"o,C. ca = llo4At/i 3.1 o Rkk'kKkX4.kxKsAakk4k•kkkt / aR . k ► ► 1 . . . 1. 1.41, k •k.k1.:kkkt K4.kk.Kkk • ► . . tR FTG . DIMENSIONS AND REINFOSING Fi:.1; , ._ PRES:URE = 2 .00 KSF . K.k t a** c****:Ityc***'K'k:Ic:It*7k****:kit:K*:k*:k:k:k**.k'►'k'k'k.k'k:k:k****:k:it*******'******k:k:l. )N'_RETE COMPRESSIVE STRENGTH = 20G0 .0 PSI ht- INF ORCEMET YIELD STRENGTH = 40000 .0 FSI ACTUAL MAXIMUM LOAD IS SHOWN IN COLUMN 4 OF THE TABLE DEAD LOAD = 16 . PSF LIVE LOAD = 25 . PSF LOMSINED ULTIMATE LOAD FACTOR = 1 .58 .- - ==___ ._- -- --=-- -----. .......--,==-:= NO . SIZE MINIMUM FOOTING THK . MAX . LOAD APER OF ST . REINFOR . EET ) BASE PL SIZE INCH KIPS Q . IN EACH WAY ss=s=s-=:mss=s=== azzsazzzz =z--=--• .----.==s:.===a=zz 1 . .00 SO 10 .0 X 10 .0 12 .0 17 .6 .58 3-4 4 2 3 .50 SO 10 .0 X 10 .0 12 .0 23 .9 .67 4-4 4 3 4 .00 SQ 10 .0 x 10 .0 12 .0 31 .2 .77 4-4 4 4 4 . 50 SO 10 .0 X 10 . J 12 .0 39 .5 1 .01 6-4 4 00 SQ 10 .0 X 10 .0 12 .0 •a:- ,a- i. . '12------ 5-4 _5 . 50 SO 10 .0 X 10 .0 12 .0 59 .0 2 .04 7-4 5 .' 6 .00 SQ 10 .0 X 10 .0 12.•.0 70 .2 2 .76 9-4 5 .50 SO 10 .0 X 10 .0 14 .0 62 .0 2 .82 7--4 6 ' - .-)0 SQ 10 .0 X 10 .0 14 .0 95 .1 3 .63 9-4 '6 771 k k k.k l K k:« 1 .1:AA4. 1 ! , :. x k ! t , . -T1� . D It1ENS ION:_• ANC ;r t'idf- .!� 1... F. . : I f r k:K:A*** K*'K'K:k'k K : K k*ILK k.r k 1 r : ti k k.. • 1 Kt t x 1 1. ► x ► • ► K 1. 1 1 r r x / r k x . k . 1 ! !. ► k • CONCRETE COMPRESSIVE STRENGTH = 2000 .0 PSI PF_INFORCEMENT YIELD STRENGTH = 40000 .0 PSI ACTUAL MAXIMUM LOAD IS SHOWN IN COLUMN 4 OF THE TABLE DEAD LOAD = 16 . PSF LIVE LOAD = 25 . PSF COMBINED ULTIMATE LOAD FACTOR = 1 .58 NO . SIZE MINIMUM FOOTT'"G THK . MAX . LOAD AREA OF ST . REINFOR . ( FEET ) BASE PL SIZE INCH KIPS SQ . IN EACH WAY 1 3 .00 SQ 10 .0 X 10 .0 12 .0 2 0 .58 3-# 4 3 . 50 SQ 10 .0 X 10 .0 i2 .0 36 .1 .67 4-# 4 4 .00 SQ 10 ..0 X 10 .0 12 .0 47 .2 1 .02 6-# 4 4 4 .50 SQ 10 .0 X 10 .0 12 .0 59 .7 1 .55 o- $ 5 5 5 .00 SQ10 .0 X 10 .0 12 .0 73 .8 2 .26 6-1! 6 3 . 50 SQ 10 .0 X 10 .0 14 .0 89 .0 2 .46 8-it 5 7 r... .00 SQ 10 .0 X 10 .0 16 .0 105 .6 2 .71 9-0 5 3 . 50 SQ 10 .0 X 10 .0 16 .0 123 .9 3 .5b 9-# 5 9 7 .00 SO 10 .0 X 10 .0 18 .0 143 ..3 3 .86 9-!t 6 ANF & ASSOCIATES TeL (818)448-8182 Jon Na Consultins Structural Engineers Fax: (8181 443-8092 A Fc1A1a'1' CH c P d L `� 7 a,_ 4ll) T 161,A RD oars 1/15 9500 Telstar Ave..Suite 101, El Moms CA 917)1 foa_4,o O, rr M U (,;,'h LL OG S I G IJ 4,SC I6 =\ 360 #11' Z i.s S 6 i ( N95 f. r -ni CA 1) v Wend = IT-4 psi Viy , / Zane 3 : t3 . 11 e \AJ i Li Se #5e ►o"ot✓ 1/ 12--r 1/i, 1 4 Metsonn' WAII 91‘tr pe542 )Jr-)1.. =61 ' g 45' x 14)N. = 3060 ALL_ = CIl 0±5x25)/4. = Ltriv Q = 5--5" 4 it s' E -F it'I-e s"o TIE rall - C_ #cr c! I , "nc- v R.T it:,- Scope MUmber : Misc . Dsnyr : Dat.!: 1 -Jul-95 SLENDER MASONRY WALL DESIGN Page 1991 UBC 2411 DESCRIPTION >> SAFEWAY SHOP BUILDINGS > > OREGON STRESS DATA --- ---- WALL DATA f 'nr = 1.500 p.;i UNSUPPORTED HEIGHT = 19 ft lY - 60000 psi THICKNESS = 3 in 30LI0 GROUTING ? Y y/n REBAR SIZE K 5 SPECIAL INSPECTION ? Y y/n . . . . SPACING = 16 in WALL WT . FACTOR = 1 . O:Cntr,1:Edge ? 1/0 PHI = 0.80 SEISMIC FACTOR:ZICp = 0.3 'd' : Depth To Steel = 3.75 in WINO LOAD = 15.4 psf Wall Weight = 78.00 psf TYPE:1=Lt.2=Med.3=Nrm: 2 LOADING DATA VERTICAL LATERAL UNIFORM DEAD LOAD = 360 plf POINT LATERAL LOAD = lbs • LIVE LOAD = 562 plf . .HEIGHT FROM BASE = ft FCC. - 4 .5 in ..1=WIND ,2=SEISMIC 2 1/2 TYPE : 1=RF.2=FLR ? 1 1/2 UNIFORM LATERAL LOAD = ' plf CONCENTRIC OL = plf . . .DIST TO BOTTOM - ft LL - plf _ TOP = ft TYPE : 1=RF.2=FLR ? 1 1/2 . . .1=WIND.=SEISMIC 2 1/2 -- SUMMARY - Seismic - Wind --- M-u * Phi : Moment Capacity = 39.352 in-0 39.352 inN M-u : ( .90+1.43E) . (0.')D+1.3W) - 19. 787 in-ti 11 . 737 inti ( 1.050+1.275L) + [1.403E -or- 1 .275W] = 19.715 in-0 11.670 inW Max. Overstress _ 1 OK 1 AllQw Deflection: 0.007 * Ht . - 1.595 in 1.596 in Max . Iterated Service Load Deft _ = O... 77 in OK 0.101 in Actual Height/Deflection Ratio - 504 2268 Actual Reinforcing 1: As / (b*t ' _ 0.0052 OK 0.0052 1 Allowable Max. % = 0.5 * Rho:F,al = 0.0053 0.0053 Ar:tual Axial Stress: (Pw + Po) / Aq = 11.47 psi OK 11.47 psi Allowable ' : .04 * fm = 60.00 psi 60.00 psi rA f'.RED LOAD STRESS ANALYSIS - Seismic Wine' ---- k..r _ i,: Moment w/o P-Delta - 18.84') in-0 1.1. :79) in-0 u:a- t . Deflection w/o P-Del to - O.85:' in 0. 152 in i•t(mp. nt: in Excess of Cracking - 7 , 590 in-'i :11 in-0 M.+ - . ILer3l-ed Mid-Height Deflection = 0.947 in 0.168 in i i :< Iterated Mid-Height Moment = 1'', 78. in-0 11, 737 in-0 :t RVlt:C LOAD DEFLECTION ANALYSIS Seismic Wind ---•- I'.a: t.• Moment w/o P-Delta - 13.481 in-0 ''. 149 in--M 1 ,.9 r. Deflection w/o P-Delta - 0. 7,77 in 0 09^ in rIIarrt•i0. in ti'<ces:s of Cracking . . 9n-0 in- !i . i,1 iterated Nid-Height Det 1 �i:t..ron 1 . . .' In 0. 1.0I ir: I • ritl : Scooe Number: Misc Dsngr : Date: 17-Jul -95 SLENDER MASONRY WALL. DESIGN -- - ---- 1991 U8C 2411 aha•<. Iterated Mid-Height Moment - 13.897 in-ti 9,260 in-4 �� flection = * Mcr * h-2 / (48 * Em * Ia) when Ms < Mcr iJ 5 Mcr r-, 2 / (48 Em IBJ) + 5 (Ms - Mcri h-2 / ( 48 Em Icr) when Mcr < Ms < Mn VERTICAL. LOAD SUMMARY - ------ LATERAL LOAD SUMMARY Dead Load @ Mid Ht. = 1101.0 lbs 1.3 * Wind = 20.02 psf Live Load @ Mid Ht. = lbs 1 - 7 * Wind = 26. 18 psf 0 .9 * Dead Load = 990 .9 lbs Seismic * Wall Wt. = 23.40 psf 1.05 * Dead Load = 1156.1 lbs 1.43 * Seismic = 33.46 psf 1 .275 * Li'.e Load - lbs 1 .87 * Seismic = 43. 76 psf - ANALY3I:.1 VALUES ---- -- - -- EST = Ejuiv Thickness = 7.60 in rtn = Phi*Aseff*Fy*(d-a/2' : :3ross Area = Thk*12" = 96.00 in -2. Wind = 39.352 in-4 A:;teel . = 0. 232 in-2/ft Seismic - 39. 552 in-It A::�el. t12 * d) = 0.0052 I Em _ 750 * f 'm =1.1E+06 psi -;::-eff (Pu+As*F•/)/Fy: n :29)(10 '6 / Em = 25.78 Wind = 0.252 in -2 Fr _ 2. 5 *f 'm- . 5= 96.32 psi 5e► >miu = 0.252 in -2 (Usa 2 . 5:Partial . 4.0:Full taiout) _ wend = 0.987 in S-gross = 116.3 in-3 . seismic = 0. ?87 in 3 * Fr ( cracking) = 1L, 25^ in-4 Iyros_ _ -243.3 in-4 rt.:racked : Wind = 49 .8 in '4 r--- . • Titl_ : Scope . Number : Misc . Dsnyr : Date:17-Jul-95. SLENDER MASONRY WALL DESIGN Page - 1991 UBC 2411 DESCRIPTION >> SAFEWAY SHOP BUILDINGS >> OREGON STRESS DATA - ---- - --------- WALL DATA f "m = 1,500 psi UNSUPPORTED HEIGHT = 1.E ft i-y - 60000 psi THICKNESS = 8 in SOLID GROUTING ? Y y/n REBAR SIZE ti 5 :SPECIAL INSPECTION ? Y Y/n . . . . SPACING = 10 in WALL WI . FACTOR - 1 . .. . . 0:Cntr.1:Edge 7 1 1/0 PHI = 0.80 SEISMIC F?-,CTOR .ZIC,a -- 0.3 'd' : Deoth To Steel = 5.25 in WIND LOAD = 15.4 psf Wail Weight = 78.00 psf TYFE:1=Lt.2=Med,3=Nrm: 2 - -- LOADING DATA -- -. VERTICAL LATERAL UNIFORM DEAD LOAD = 3060 plf POINT LATERAL LOAD = lbs. LIVE LOAD - 4781 plf . .HEIL'-Ir FRC BASE - ft t ECC. = 5.5 in . . .1=WiND.2- ...1SMIC 1/2 I r` PE : 1=RF,2=FLR 7 1 1/2 UNIFORM LATERAL LOAD = alt CONCENTRIC DL = plf . . .DIST TO BOTTOM - ft LL = plf . . . rOP = ft TYPE .i=RF.2=FLR ? 1 1 '2 . . . 1=WIND.2=3EI3MIC 7 2 1/2 -- .SUMMARY --- - - ;e i sm i c Wind ---' 0-n * Phi : Moment Capacit . - 66 .804 i.n-,i 66.804 int*; M-i1 : ( .'7D+1.43E) . (0.9D+1.3W) - 25.911 in-* 18. 519 inti; 11.' ' D+1.275L) + [1.•303E -or- 1.275W] _ 27 .416 in-ti 1'1,997 inti ; Max. Overstress = OK Al 1'•4w Deflection : 0.007 * Ht. = 1.512 in 1.512 in Max. Itaratad Service Load Defl . = 0.462 in OK 0.309 in Actual Height/Deflection Ratio - 467 6?9 Act,-r,:; 1 Reinforcing As / (b*t ) - 0.0037 OK 0.':)037 A1 k,w.3ble Max . % = 0.5 * Rho:Eal = 0.0053 0.0053 Act11,11 Axial Stress: (Pw + Po) / Ag - 3',' . 19 psi OK 3'7.1`.• psi oI I wable " " 04 « f 'm = 60 .00 psi 60.00 psi -- / AI 10RED LOAD STRESS ANALYSIS -- Seismic ----•---- Wind ---- i.. Moment w/o P-Delta = 24. 79. in-4 18.3713 ;ro-ot 1 ..: 1 .: Deflection w/o P-Delta = 0. 574 in 0. 354 in ', nnp-nt in E.<cesa of Cracking - 13. :..'2 to -I$ 7.,12(i in-Ii 0.; Iterated Mid-Height Deflection = 0.':,6.4 1n1 0. 410 in t0 itP -ated Mid-Height Moment - 17 . 4.16 in-ti 1.9, )'a7 in-0 1 1 •• ; E LOAD DEFLECTION ANALYSIS --------- Seismic - Wind -- ., 1 ' Moment w/o P-Delta = 1., . ?tai to -ti 15.399 in-* I ' Deflection w/0 P-Delta - . u'.2• in 0.26 ) in :-m. ., 1. in L"xcess of Cracking If'- i 1,6.41 tri -Ii ,•. I Ler-r.lted Mid-Height U'- t loctI•)ni 1 u. ').3''.' ih — i 1 t_ 1 ,_ . :cops' . 'lumber: Misc . Dsngr : Date- 17-ju1-95 SLENDER MASONRY WALL DESIGN -- " 1991 UBC 2411 Max. Iterated Mid-Height Moment = 21,526 in-0 17,062 in-0 Deflection = 5 * Mcr * h'2 / (48 * Em * Ig) olhen M,• Mcr = 5 Mcr h"2 / (48 Em Ig) + 5 (Ms - Mcr) h •2 / (48 Em Icr ) when Mcr < Ms < Mr VERTICAL LOAD SUMMARY LATERAL LOAD SUMMARY ------ Dead Load @ Mid Ht. = 3762.0 lbs 1 .3 * Wind - 20.02 psf Live Load @ Mid Ht. = lbs 1. 7 * Wind = 26.18 psf 1 ') .'' ,1 Dead Load = 3385.8 lbs Seismic * Wali Wt_ = 23.40 psf 1.05 * mead Load = 3`'50. 1 lbs 1.43 * Seismic -• 33.46 psf 1 .275 * Live Load = lbs 1 .37 * Seismic = 43. 76 psf ANALYSIS VALUES qST= Equiv Thickness = 7.60 in Mn = Phi*Aseff*Fy*(d-s/2) : Gross Area = ThK*12" = 96.00 in-2 Wind = 66.804 in-it A' feel - 0.232 in-2/ft Seismic = 66,804 in-0 Asteel /( 12 * d) = 0.0037 % Em : 750 *. f 'm =1.1E+C6 psi A .,. -eft = (Pu+As*Fy)/Fy: n :2.9x10 •6 / Em = 25.78 Wind - 0.298 in -2 Fr = 2. 5 *f 'm . 5= 96.82 psi :.>eismlc = 0.2'18 in-2 (Use 2.5:Partial . -� .0:Ful ) Grout) �z . wind = 1.170 in a-grow; = 116.3 in-3 ' ,1 ' .eismic = 1.170 in 3 * Fr i cr,acRiny) _ 11, 259 in-0 Igrocs = 443.:5 in '4 Icracked : Wind - 125.3 in-4 I 3 c ANF & ASSOCL&TES Tel:(818)4484182 Jo. Na 5-13 Consulting Structure* Engineers Fax:(d18)8)� `f*ifc.1"JAY By 6(00 DATE 71 q 5 9500 Telmer Ave.,Suite 101,EI Monte,CA91731 SM, 5•° Or LATERAL OE sIck4 SaSpwC. w = .13e,W C -tere3 , Rwus Kw Wivid = X IL '+x1 sc IS.4, fl/1 = C2-;-14: t Z) = S`I WI hoof riz-x 1(0 = 11��- Wall = I? ›c' i + 11 ( IS * - a 1311 C ave opy Z.g o '4 *-138x1:11•3 = s$5'N AirG :1-11 w,t Roof = ziax1L = 144 r � • waII = 2)( 13 ( 77.1-is ) •Citel Z' I rso veal = 13icx5762 32 lots - *11 s7,,2. L r ' ANF & ASSOCIATES Te.. t81$1448.,4132 Jos No. r S—t,? F • ax. ,8181 1.u1-404: A F` t.)A`( ;W ICansulung Structural Engineers _ __ 13, a LD G. lA' tun . 'i 9S 9500 Telmer Ave.Suite '01.El Monte.CA 91731G L A GI(R KA s 0 R.GO 4 sm. •1 0, 0 Co) ® i u C) 0 Cmi CD 4' k IiL �� n i� i " 1 C' �t----___ _----- _�___ _ . ;:-- i----; / %wilo .12 II 11 J! . z 9 __ _ _ _-__ 4 igt.... .i.. . R=tSsr-'l K = 2�k L= 1(c cma we.ll SW z' I '1Sctui ph= " =3 40 #il 'Au/-711 5 5,1 _.. $15 elyi �ci h s _�? =135 0 ��' 7L ..1L Use )i i l,+rU tJ L `` l ata► e .371,.11 I r rd oc. bernIstdes. M =3 CS X � i-SIAT = 101-L" Ti` = Ioi2(j)_ a rµ K - 1/g ,,ci M is o . As 2 14- A*,(I.33 = .5 ? -4 S11 Colt $alrtct, (31 F'''-'1-1.9 - •3s'4 CI'1) _ 21 h. 1- 3/4.'0A •5 cap a-1.l,+gk ANF & ASSOCIATES Tei (f;I8 448.8,82 Jo. No. onsulttI S Structural Engineers Fac (819)4484092 B [jL_DG 'A ' Qui 9500 Tehtar Ave.. Suite 101, El Moeu.CA 91771 S14. S -1— Or LATERAL PES1C.4 J --1� 1�►°LS 0111 he a-r Mo' = 2-5x 1°x•5 _ 490 / _ will 23xfJnxl/ z 'f- 1\1 Fz• = 0- is (S o'C 12; = SI cl ( )fl o r Fd.vi So 0. = (LOO -- ttio)/SO = 2•z _ '-xs° - _ 3. ? •c 3x I• 93 = u -5f • - 3 x2-LY F = i (I•T f3 s) = 10.c, 1 I = 2. 29 ' "i, _ + 1 Mu -_ 1.4Xlo•bXZ.-1� - 31. `t SS X 75)t k• Mn 0.1)co48x �o ( Zvb - ) 2"-43 ' k ';4�t( 14k- • I.s 3.g II L ANF £ ASSOCIATES Tel:(919)4419192 Joe No. $mttetunl Bnomonom. Fax(MI)4414092 ev QLDG Dem 9900 Telmer Ave.,Suite 101.El Monte,CA 91731 SK. 5'3 Or M oM Cht Frame_ c..-=22.X IG =0‘7.5 #// °L 2 4 RSpi LL'12.XLSa0.401111 (! c a e C 11, zo' 6 8 10 12 /41 10,4) o = ").0)( a X 04:10.5 = 1-2-1' P A N C L 24 JE (Ll!4 Ck W 14x t,3 CDL „4 3 12 jtf- = c)- 14, WL= 13.92 - 2C• 6L) = 12. (obw=87 f LI X 6Ss 3M c� = z1 13 fi f = 675 .tw '= o '+3 bf = S = 11 i3 - ?. 0 - T5 = ! (Nz + I (...) 71 = C. (, < 0 'l cI< C-41-9"4.1-ti °4- P *,4% -d to h,[. V = O.s5 (, bo)( I3. 1t)ro 31)0 fi 31 S o4�)�o b6) - = Ia.(, K f3 cp.. (.1.4-11)(-3q) 1 . uat • • 1.7. Wx.'i ELO' 'A ' OREGON Iln.r 3 notion : US 'standard _. r- r rode Checks : 9th Edition ASO i,h'ar Deformation: No o•- telt.:+ Effects : No , Pelle iqn : No EAle I'orr:es : No A .5 . I .F . : 1 .33'1 r.►,,.I� Boundary nrInd.itions '-Coord Y-Cor,r,-j Y-dof 'r -dot Rotat icn Temc - -•-( ft. )--------( fr. ) r in .K/in ----r i n .1< , in )-• -•-( r .k -ft,'r J--- -- 1 0 .00 0 .00 R P R 0 .00 0 .00 20 .00 0 .10 40 .00 "'0 .00 0 .00 40 .00 0 .00 p ►= r) nO '0 .00 .:0 .nc 0 .00 • 80 .00 0 .00 P P F•. rt 00 ' 121 .00 =0 .01 0 .00 1::0 .00 0 00 t_ - 0 .00 1#-.0 00 -0 .00 0 00 1 160 .00 0 .00 R R P r) nn I :00 .00 .n .00 0 .00 l ' 200 .00 0 .00 P R h rt )c lAr..•:1 ii ! Elasti: Poi^son ' s Thermal Weiaht Yi ,ld '-,` r Modulus Pati..) r;,-,.ttL._ienr Den itv ( F,, ) ( Ksi ) --- -( F i ( K/fr 1 )--.-- - K•=. i 1-- - .:'-1000 .00 0 . ?0000 05.000 0 .4'10 -36 .000 Database Matt . Al .-1 Moment of As y/ , Shape Set tn' rti3 (,1,ar -- ------- - -f it . ' - -( in 4 ) W14X53 STL 17, t,() 541 .000 t 2o, 1 W21X68 '?,TI_ ' aNO .nnr•; I r Pei ,e3se- r1,1 1 .1. 1..:.0 '., . t.lt)dt •=,r.,•t 1. ;t , . v , r ! ! i, •r • f , COL .minim F.1.JF>. , BLDG 'A ' ORFo.ION 1 J I Releases J End Offsets NI Node Node Section x v z x ' z Sec Swa I I Length - - - ( in )----( in ) ( ft ) - 3 BM 1-, 50 6 .50 40 .00 - 4 COL 20 .00 4 - 5 BM i-, 50 :1 . 50 40 00 ' - G C01. 30 .00 r s - 7 BM 6 .50 F, $O 40 .00 1 H COL 20 .00 A 7 - 9 BM 6 .50 +- .50 40 .00 g 1 - 10 COL 20 .00 10 1 - 11 BM 6 .50 6 .50 40 .00 11 ' t - 12 COL -•o .00 • .. ' 3 'Jnbrac.-d Lengths k ''actors 3endift: Coetti o., ti. ;,- Node Lb-in Lb-out L._ II Ou t C,n r':. ( ft )- --- -( ft )--- ---( ft )--- - 1 I - - 3 8 .00 J. -, - 4 ,r ' - 5 8 .00 - h - 7 8 .00 • .- 9 8 .00 ' 10 1 ' - 11 8 .00 11 - 1? i1 C Basic Load Ca,;e-J I oA,•) r,,t a I .- It, . Descrihtic.n (.I, .J1 Pr, , n1 i.ii .t 1 DI_ LL , 3 SEISMIC 1 5 PE ,, ' •. -.t.r ib' ted Load. ,BL( 1 • r4_ ' ' 3 Start End ' tart End ., , le Node Dir Magnitude Maonitii 1.• I. 4t + on 1 ,,,,- 1 i ,n ----( K/tt .F ) - ----( K /ft .i- ) - r t t ) ----- ----( tt i- --- _. 3 Y -0 . t5'. -0 . 350 .00,) /10 .000 5 Y -O . :15,1 0 :c(. . 0o, iO rn,,'. - i C 350 •c..) 1 .00,-. 40 0c,(, . 1)-itr+ . I•.' .. , 3LDra 'A ' OREGON . - . '..3.=====3s 4Bmi SRRx=-S1_3=S323SSS•--S Memb I J Start End Start End Ho Node Node Dir Magnitude Magnitude Location Location ( K/ft .F ) ( K/ft .F ) -----( tt )----------( ft )---- UCP 9 - 11 Y -0 .350 -0 .350 0 .000 40 .000 Memh..r Distributed Loads .BLC 2: LL le-rnt. I J Start End Start End No Node Node Dir Magnitude Magnitude Location Location ion - ( K/ft ,F ) ( K/ft ,F ) ( ft ) ( ft )---- 2 - 3 Y -0 .400 -0 .40C' 0 000 1 .000 ) 3 - S Y -0 .400 -0 . 400 0 .000 40 .000 5 - 7 Y -0 .400 -0 .400 0 .000 40 .000 .74 7 - g Y -0 .400 -0 . 400 0 .000 40 000 10 g 11 Y -0 .400 -0 .400 0 .000 40 .000 Nt ai Loads . BLC 3: SEISMIC th iro Global x ',lohal Y Moment ----..._ ( K ) --( K )--- ---____.. ( K -ft i---- 8 .500 0 .000 0 .000 Nh l.a ' I -,adds. BI_': 5: PE N' -.,- Global '< Global 'r Moment ( K ) ( K ) ---( K-ft )--.. 2 0 .000 1 .810 0 .000 z 0 .000 0 '10 0 .000 0 .000 -0 . 130 0 .000 ' 0 .000 0 . 1 i) r) 000 ' 0 . )00 -0 . 'F7.7' ) .000 (' .000 ' uhin.3tion Self Wt 31_1 131 - 731. . 11.1: 1•;I 1I4 r -r r ivtlon r)ir Fac Fa,-, Far 1=,a, 7ac F:;c (7YNA S %; ''i h1L V -1 1 t .. 1 1 •ILf2 . 'SPE Y -1 1 1 _ . ' ' .2 ' 1 . '. 4-.' .2 S P E Y -1 l . r ': 2 .2r. 1 1 '1', 11 .35LAT Y -1 1 1 3 1 .'3!'. I 1 1 • • :I_r,173 'F1 ' r7)FE1:I11N I . n41-11 '. Analysis Data t II IlIt .-.,• •Dt modes ( t r eque nc i es ) 3 .-3,“.1 ,'. Load Case for masses • None L' 'n,i;-.:� direction of action ▪ X only IS '', ,: 71,-?ration of Gravit;x ▪ 32 .20 tr « t? r'.NVE1.f °F: SOLUTION N,...da I. nisPlacement Nod.; Global X( Global Y Rotat i•-,n -- -- - ( in ) LC in )- --- --1_c: ( rad i-- ---I_(7- mA x 0 .00000 1 . .7.0000 ,, 0 00000 3 min -0 .00000 3 0 . 10000 3 -0 .00000 1 Max 0 402:2:3 1 - 1)I)1 r. -.) O )11)1 h min 0 . '0.,''. c ( r.)7"7 "1 OC. 7'h 3 MAX O .44 1 1'4 1 )41' . i`�i) i•�u min 0 .0C 1 ^.", (-, 1 - -0 .0001" 1 1 max 0 .00000 1 -0 .r)n00c.' _,\ 00 000 r, min 0 .00000 h : .00000 ? -n .Onno0 1 - max 0 .42515 1 -0 .1070w4 h -0 .00005 5 min 0 0052 f, - .116'16 3 --7 .0005(• 1 MAX 0 .00000 1 -0 00000 6 0 .00000 3 min -0 .00000 - .00000 3 .'.(:(;00 1 max 0 .41 .:84 1 70- - <, ,) " ),)1 1 s ni n -0 .001.-r.) . • ? ,,, 3 -') ..V.,0 13 max 0 .00000 1 ,'001 y .)00:.00 . in 0 .00000 --,:s oo00 1 -0 .f70000 1 Max 0 .4044'1 1 -0 .00- 1t (i -) .00020 '' min -0 .00348 3 -0 .11852 3 -0 .00060 1 I .' max 0 .00000 1 -0 .00000 (i 0 .00000 1 ,In -0 .00000 z , 1.0 ? -0 .00100 1 flax O , 1'1'17'3 1 -'• 001 • 1 ,11(1 <-. '' •11. 0 -.0 .fS,{ - -/1 . .(`, -r•] \(10.2c, 1 nix 0 .00000 1. ., ,-\.1r; 1r )n 11 n 0 00000 h -0 .000,0 t . , •,1,1. 1TION ' (; l.)ho : , , I , •11,11. , -( ', ) • . 1-. -. -• • - -- -- -• ( - . 1 - ni < 3 r). 1.•,,3c • • I ,i (1 - ' 7•(1)S ! • 1.1 , • • i i 1qv n 2?'1 h'1 1 \ '1 I n -r 7^0,, .- 1 14 '.('" • 1 0 112x, i, • - ' Cote .r- 1.1, r BLDG 'A ' OREGON J, ,. :_. Global x 1, 1.4.a1 `r Moment ( K ) LC -- --( K ) LI:---- ( K -ft )----1.17"- max K -ft )----I.- .max 0 . 15742 3 :i2 .49872 3 51 .3121 l min -4 .87979 1 15 . 39702 6 -0 .99484 .3 MAX -0 .06874 - --2 .4.)1,;472 3 51 .514 74 1 min -4 .91599 1 14 . 71:'69 6 0 41•.'".P4 6 ' max 0 . 76905 , 11-.. .44-.42 '3 454 .5:273-3 1 min -4 .52473 1 17 .69672 6 -5 .28505 ) 2 max -1 .61545 6 14 ,83324 3 77 . 11Q2' 1 min -5 .845513 1 3 .59909 6 10 .6387 6 CNVEL WE SOLUTION • Memb.=r Section Result 1, Jas Memb.r 'ai,,i, :'•a, point -, 1, . '. J I -End 1 ,'4 1, : 3/4 J-Eild - ---- -- •---- -( K ,Kft . in )LC( K .Ktt . in )LC' I< ,Kf: . in )LC( K .Ktr -in )1_C( K .Kfh . in 1Li:-- t 2 A 14 .93 3 14 .57 3 14 . 30 - 14 .04 3 13 .7' 3 3 . 14 6 2 .113 6 2 .61 6 2 .35 6 2 O+3 ,, ✓ 2 . 71 1. :7'. . .'1 1 2 .71 1 2 .71 1 2 .71 1 -3 .60 3 - 3 .60 ? - 3 .60 1 -1 .60 1 -1 .-S0 3 M 39 .04 1 2'7 .50 1 1_ .2'a 3 30 . '9 ' 41 . 29 3 -23 .71 3 ..e .71 ' •°,0 •. 5i= '. -15 . 1Z 1 D 0 .000 1 (2 . 4 0 064 3 0 .070 3 -0 .0(: 1 1-, O .000 1 -0 .0'3 1 -0 155 1. -) .115 1 -0 . 461 1 - 3 A 25 .89 1 _7, ,,4Q I 2e ,,aa 1 25 .19 1 25 .89 1 1 .61 n 1 .61 6 . >1 6 1 .61 6 1 .61 i ✓ 13 . 77 3 c ..-41 3 .0 .96 6 -4 . '1 -3 .07 5 .2'4 1 1 '.7. 1 _ .34 1 ' ,: . 1. 1 3 -11 .06 M 40 �,. ? -24 . . 1 - - r, 5 .58 1 124 .3r ' -1.7 . (4 1 -':,4 .45 -i'., , - 1.: i.,0 I C C .is h I) ') .00 1 -0� . 1 .20 - . ' .Otatt a 1 n00 1 O .000 1 -0 .21,7 - - 1 , i ,'t 3 ;) 01 .1 1 4 A -34 . 3H 3 :14 . 5 ''41 {c, . 1; �y .14 1 1 ' . 74 6 1.4 ')1 - 1 1 , - la 54 „ 14 .11. 5 ✓ 7 . 73 1 C, . '? 1 3 1 rl. '^ 1 5 .73 1 0 . 34 i, 0 . 34 6 0 . ?4 ., 0 . ...4 (. 0 .14 M 56 . 31 1 ' ' .68 1 -.' .41 ? -0 .64 -2 . -:;1 F 4 .46 6 ` . 'r, --') . '' 1 "-1 . 5;1 1 . ...1 1 n 0 .000 1 0 .0 1.1 1 ,-, -)1 W 0 .002 ? -t` .001 6 0) 000 I 0 ) '4 1 0 . 2:':,. t ' '' ..i)� l as;', ' 1 1 idr ?•5 P,1`.ir Dates, r BLDG 'A ' 0RE'-i0N Nodes Member Quarter Points r,, . 1 3 1--End 1/4 1/2 3/4 J-End ( K .KFt , in )LC( K ,Kft , in )LC( K .Kft . in )LC( K ,Kft , in )LC( K. ,Kft , in )LC-- 5 A 20 . 17 1 20 . 17 1 20 . 17 1 20 . 17 1 20 . 17 1 1 .27 6 1 .27 6 1 .27 1 .27 6 1 . 27 F ✓ 16 .32 3 8 .36 3 0 .40 3 - , 39 6 -r .q.3 I 7 .24 1 ' . 17 1 -C' .9'a 1 -7 . 56 1 -,_2 1 r, c, - �. M 115 .20 3 .' . 15 6 -„ .21 _ , 0'4 1 'a'- r>N 1; 8 .29 1 --12 . 37 1 -47 . 43 3 -12 . 51 3 a.:4 . 1R 6 D 0 .000 1 -0 025 6 -0 .07.E 6 -0 .022 1 -n 001 0 .000 1 -0 .079 :3 -0 . 165 3 -0 .091 3 -0 .013 Z .- 6 A 31 .44 3 3 1 70 3 3 1 .1" 1 1 •? 3 32 50 14 .34 6 14 .60 6 14 .87 E, I ', . 1.3 i- I 40 r. ✓ 4 .88 1 4 .9p i i P,3 1 1 3i' 1 4 .):; -0 . 16 '3 -0 16 3 -0 1'=. 3 -0 . 16 -' -r;, . 1.., 3 M 45 .76 1 21 .36 1. -0 . -.:(-. • 0 21 3 0 •a,, -2 . 15 3 - 1 . 37 3' - 3 .07 1 -'7 43 1 -51 .97 1 D 0 .000 1 -0 .002 •� -0 002 t, -0 .001 6 -0 001 -0 .000 1 -0 .085 1 -0 .229 1 --0 . 364 1 -0 .624 1 ' 7 A 15 .29 1 15 .29 1 15 .29 1 15 .29 1 15 .29 1 1 .34 ri 1 . 34 r-, 1 . 34 0i 1 ::4 6 , . 34 .' ✓ 15 .12 3 7 .16 16 '3 -0 .00 3 - ' ';., -0' . 1.2 6 0 .13 1 2 .97 1 - 1 ._0 1 . .^6 3 -15 .92 3 M 101 .62 1 -,6 .52 6 - ._ 3 . ' r, 4 . 12 1 101 r 3 28 .46 1 ... 11 .23 1 ..:5 3 -14 . 51 :3 4`: .4; o D 0 .000 1 -0 1'7; 3 6 -0 .01 ? 6 -0 .01:3 1 -0 001 1 0 .000 1 -0 . 1 1.3 -0 .201 3 -n . 12e, '? _0 012 9 A 31 .44 '3 11'. . 7n 31 .'a 7 1 12 . 212 22 50 3 13 .65 6 11 .12 6 14 . 19 e. 14 46 14 .71 6 ✓ 4 .12 1 4 a2 1 4 . 17 I 4 .'a: I. 4 '12 1 1 17 S 0 .1'7 n .n' F. 0 .07 6 0 07 6 M 46 .81 1 22 . 13 1 . . c1 7 -.0 0,1 r. -0 4? 6 .i '14 h 0 -0 • • K• 1 -26 .13 1 -51 .51 r 0 .000 1 : . "')41 '14 r, .)r12 1 ? 101 0 .000 1 .r) (• , '') I . . 1 1 r' . 'r, 1 - ) . 11 . • r A L0 . 3 1 1 0 ;7 1. I , M 1 Y1 1 I . ._. - . . - ' ✓ 15 . '70._ 3 7 .51', -0 . 17 0 - - ,:.'-1 7. :, .138 1 -2 . )1 1 ' . 2 1 r, 3 1 M 11 .6i). 3 -(70',.-4 r, - ! -. 1 ,. . Jr, 1 11 •,• 21 .6m 1 -17 4' 1 -,i - l,- J. ..1 .;, 3 33 c,1 13 0 .000 1 -;" 04 r, -) 1'1 i. -,, ,'% .' 1 ' 1 • 3 .000 1 - 1 ._,1 • .,, • I • 4 '71JA r BLDG 'A ' OREGON Nodes Member Quarter Points rJ. . T 3 I-End 1/4 1/2 3/.3 3-End ( K ,Kft . in !LC; K .Kft . in )LC( K .Kft . in ?LC( K .Kt t . in )LC( K .Kft . in )L%-- 9- 10 A 34 .38 3 .34 .6:5 3 34 .'41 i 35 . 1.8 3 35 .44 3 16 .64 6 16 .90 6 17 . 17 h 17 . 4? 6 17 . 70 ✓ 4 .52 1 4 .52 1 4 .5.7 1 4 .52 1 4 . 2 1 -0 .77 3 -0 .77 1 -0 .77 3 -0 . 77 3 -0 .77 M 41 .97 1 19 . 34 1 -1. 07 1 .44 2 c, . .'4 3 . 10 . 10 3 -6 .'5 '3 -3 .28 1 -25 .00 1 -41 .51 1 D 0 .000 1 -0 .006 6 -0 .005 6 -0 .001 6 0 .00? 1 O .000 1 -0 .09? 1 -0 .220 1 -0 . '747 1 -0 .40? 1 ' 11 A 5 . 35 . -? 1 95 1 :.?5 1 ; ,a5 1 1 .6:: 6 1 .0. . h 1. . _ i ( r, v 18 .06 3 1') . 1 : 1 7 . ..;7 1. 1. l '' 4. 1 - ' ./11 M 1 :4 .15 3 -; .7 r;. - -;.:: . 31 r, - 1 1 i : .'7 .40 1 17 . y i -G .r.., .tom 1k , O 0 .000 1 -0 .183 6 -0 . 14" 1 -0 . ')P1 1 100 1 O .: 00 1 -0 . 19' 3 -0 . 14 3 -,' .27? 3 -, ' 011 I I : - 17 A 13 . 77 3 1 l .r)4 3 14 70 3 14 57 3 1.4 1"' 2 .54 6 :2 .10 6 7 .07 /, 7 .3.3 7 3 . '7,0 F. V 5 .85 1 3 .95 1 5 .85 1 15 1 5 .35 1 1 .62 6 1 . 2 6 1 . ' 2 6, 1 . '2 6 1 .62 h M 59 .79 1 30 .5.' 1 -10 .'!,4 . 21 .67 , 13 .50 4 1 . 34 1 -17 .89 1 . 17 1 O 0 .000 1 0 .177 0 .171 3 ,. .7? 3 0 .107 O .000 1 -0 .054 1 -0 . 1'7'2 1 . " _ - 1 -0 . .29r:' 1. ,-rrV; 1 .1Ff• SOLUTION a I , ,de Checks 1. 1 .. Memb.•r .)carr..'r Point- 1 Max 1.. 0 i'• 1 /4 1. 1 /2 1 , 1 .4 1 ,- I i ,- ',;1r.A- i': ' _ n .4h? _ :"..Q 7 rl . l.a I .- . 1 -, n "4 1 C .lu r) .r- , ? 0 .4 C.;; 3 0 . 16 0 .:.. 1 0 0- 1 r , , t 0 .4C;) 1 0 .41 1 '3 .24-, 1 ) : 1 _ 0 ..-...7 1 0 4c .n, 1 5 0 .423 3 0 .4.. 3 0 .0P 1 0 . 16 0 06 1 0 . 3- 0 1 6 0 .400 1 0 . 36 1 0 .22 0 .-2 0 .:F, 1 0 . 40 . 0.Q. 1 - 0 ;;'r i 0 ?' ;l 0; 1 r) '0 it .0' .' I :: .1 0 . - ." 1 0 ' 1 1 - r n 1., 11 '') 0 .4.: ' ('. . -. . 1 ' I • 1 $ 10 0 . 1?", . 1 l 11 0 .4 .-i r) .4r'. r , I ' 1.' ..w , ;l i.I • 1 1 '' 1 ' 1 • - .N F & .ASSOCLATES Tei: (9191 4411-42E: Jo. Na .'� • ' Cunsultin; Structural Enstnterr_ Fal (818)'1S-iiO9` (3 LC( ,..3 LC • E1v T I CI F a t, ( (2. 0,47g 7/ 9 5 9500 Telmer Ave.. Suite 101. HI Moria, G91731 MISC. BAS, E Pt. C..c,+`uM1.- t-t- `t 4 Crc P.C e 13 GAP = 4.0 k 0 Ts s—XSn !�4 G , cr' p = 6o i< TS 4 .x 4 x I7* La 4.5" GAP ..-4-04 1:',1Utx =38 +( r TP = 38/11xII = o-a1 11,=) CII -• a ,04-) = 3.9 a3 •31 = .7•1` II it Use, I )( 114x. )4 1 ft. 1 4. We 344. . Z HE c-}C l/get Ll:tciGxa g e t.T 'A' / 4•,c L ED6CR C use 4;16 4t/() FI} = S'7` K 4:0a. = 234 s 0 Fv= i- ,<4• x310 = 3 (1,o 12. S --r. /)=3 04.1'. 34.01- ,. -33 :.# No . of (30l'- — _I Soo_,x I•)3 s Is 10-7 po,-41n $ = �- "I � _ `i° 51+� °Ir=C 151. dos qa 'Q . 41 3 t 7/5"40 BOLT = Iq 4S x 1Z-1r, Kilo IA/le 114's(•o2.41 Iit_s so.6.q '/ 1 tits s d frIlowRhle S�+ead" Cr)ir) CMu 1Soo ��41�e : $. * Ito , .SIIowable. Fy ir, wO' = 1 X15 # 910 R' A IIowa 61e- F/, In wvt- '." 114•S #' I 4.30111 314114' 8o1-T= 910x' 14-30 —1 uo5* `,/1."°' .lg a 4,..?o ' 0 k. � 14r3i;�ozw fi�10� i/ » 3f? d � � -BC30nk a.c- o V II4' - II, r17731'5' 8 re- 4'* 1 . ' CITY OF TIS.:AK IF''F I PT or PAYMENT RP-F I PT NO. t 95-2688 i o I CH(_CK AMOUNT t 1689. 48 I NAME STERI. INi, DEVELOPMENT CAFI AMOUNT t 0. 00 ADDRESS t CORPORATION Pn' MENT DATE t 0"'/c'6/95 505 N T UST I N AVE STE . 60 SI IIW I V I S I ON SANTA ANA CA 9P70!.,- PURPOSE c'•`70`., -PURPOSE OF PAYMENT AMOUNT POTO c'I IRPfl'f.. nF PAYMENT AMOUNT PAID PLAN CHECK Ft 7-77r 1 170. 37.3 F T Ftl- 1. If F !',AF-FY Pt AN Os 719. 15 T I BARD PnOMENADE: BLDG A PLAN CHECK M7--77C: TOTAL AMOUNT PAID - - -- 1'lf19. 'A