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Plans 06-077'05 1416 F1ROM- Konell Construction 5036683518 T -029 P001/004 F - 933 • Concrete & AC Crushing /- Woad & Brush Grinding • X 13 < IELL CONST. DEMOLITION CORP. .a` bemollUort & Site Preparation Underground Ulilit's° FAN TPansroittal To: v A .... N nl Z F L Date: Co S @ c t 'C d F^ t F, ick .• c Fax ##: SO 3 — 8 `f —7 z'17 Re: c (L o w t.l t Veto S Page(s) sent including this cover sheet: ! _ Original sent via mail? • Yes �No `,� � , , P �6 • P'`O/f © Urgent MI For your review Reply requested IM Per your request NOTES: U A L # (At / N S T R LLika F i 2 VrgV _i w k` k-\ fl H -2 0 i 2`f c14, (Ztc 0 L_1 5 f(l fC 6 u 6tan l tL P Z. %^/l 0 ■ L � V A �— 1 F 0v ry t2 7\ i= o ( ✓ASS c r4 LL (1-1 cc: KW 3 ACV_ SCI Signed: 1 (2U Le_ t/i/l c ► �. l� 36000 S.E. Industrial Way • Sandy, Oregon 97055 Office (503) 668 -3516 CCB #0122459 FAX (503) 668 06- 07 -'05 14:06 FPOM- Konell Construction 5036683518 T -029 P002/004 F -933 FROb:- •:YORkEaCURTIS FAX N0. :5037779048 Jun. 06 2005 04:07PM P2 ;•.1k . s Ma 20, 2005 . . . • • R • Konen Construction dirt OF TIG C� Kent Xacksoa .. 36000 SE Fndustrial Way OREC ON Sandy, OR 97055 • . • RE: CROWN CARPET.— VAULT & FIRE LINES P Infornwj u n • • Building Permit: - . s - 00011 , Occu Type: • • IVL,H,S - 1 • Tenant Name: • Crown Carpet • Construction Type: III . .Address: 12230 SW Main St. . . . Occupant Load: . 307 • • Area . - . 23,750 SgFt • . • .. • Stories:.. . . 1. . The plan review was performed. under the State of Oregon Structural S Code (OSSC) 2004 edition; and the Tualatin Valley Fire & Rescue Fire & Life Safety . Requirements for Fire Department Access .and Water Supplies (Based on the 2003 • Intonational Fire Code as amended by TVF&R). The submitted plans are approved . • • •subject to the' following: . . • . • • • 1. Provide m • inforation On vault location at accessible parking area access aisle • • • • • . • showing lid will meet surface Stabilities .rcquired per chapter 11 of OSSC. Or . • • . 2.. Provide new location for accessible parking and route and show lid will meet • • • weight limit for vehicle weight or provide balusters for .protection of location. ; When submitt revised drawings or additiona information, pl erise attach a copy of the , . • enclosed City of Tigard, Letter of Transmittal: The letter of transmittal assists the City . • • • • of Tigard in tracking and processing the documents. . ' . . . . • .. R e spe ct l y , • . • . • • • • . dedi"......e.." ' al H e 1, Senior.Plans Bxaminer • 13125 SW Hall Blvd., Tigard. OR 97223 (503) 639 -4171 TDD (503) 684 -2772 • [ _ . 7.-10 UTILITY VAULT' STRUCTURAL NOTES 1 4/4" -9_ —`' PO BOX 323 1. CONCTI£TE: 28 DAY STRENGTH - 5.500 P5 7 -0 ID. s PLDAR P., : AS A -615 C41ADE 60 W1L50�� �t OREGON 2. VESH: ASTM A -las cRam. ss cn 3' -10h' 3 '- 10}2'- (503) 6 82-2844 4. DE94w: ACI- 318 -99 WILDING CODE CT) 1 (503) 682 -2657 FAX AST),I C -851 'srxv. s LIJAOIIJG FOR UNCYcRCROUNO FRgCPST E.L. .� coNcRETE UTILSTV STRUCTURES' Tr MD I ! 5. LOADS: H -20 TRUCK 'AKEL W /30L IMPACT co -•p- 1 I„j 1 6 p i__ L �� �L�L� m 1 ii y m I { 1 1 I , v, ' � '� 1 1 w ` - CUSE ' ALUIJSNUM 0'1 ;., R k . COCR (42 "x42' OPENI GAL`!. amt-ON LADDER Cy I I I I W /ALUMINUM EXTENSION I MI o 1i1 1 1 1j1 F . 1 ,_ r 1 1 1 Is 4'- 8"x4 -8 "x12" 7 m I I t SLAB W /CN -SAL I I I 1 ( - ' FERIRUt� 1 1 LOOP INSERTS 4. F: 676 TOP I 1 1 ;. YJ /4Z'x42 BLOGCOUT A (CENTERED) 1 iimilm < tt414'.'s A . CENTERED i ',1 11 (4) — 2 TCN LIFT INSERTS co T T s .--,•--A--.4_ _1 1 I Li I I� I PLAN e t I I 1 , b76 WA SAIDOLE co co N ' I ii I 1 18"x24" Kr1CC1(0ur co il M RAW PIPE ; I II -- 1 (1 EaCr, ENO) LC) i-- (.1 i INIIIi *•f! ALL EXTERIOR SURFACES o - - -� -_ - - - o 1 1 j 'I■II11I�I JCRs 1PL. SEAL COATING " ; N II 1 II�ll•11• � .I 1 ! I II 1i♦II�I i 1 BUTYL RESIN JILpt1T O Al .JOINTS - TYP. .1- r T I_ _ ?1 — I ` 1 I i _ = 1� �" _ — I" _ 71M 676 BASE V1 ' I 1 1 O 4 1 1 2 TON (WY INSERT _ f U 1 1 __= *I.,/ 1 1 (1 EACH CORNER r I ) 2 ' -4 X2 1'-6" 2. - 4)1. • .--I 1 11 I CU a 4 ®I ===r-1, __I 1 16 KNOrycaurs END I 1.1111111 4 �Ii1�M_I i (2 EACH SIDE) ° 1 1�1?>IIs•I ofEINI� I I . m ,1-I 1 ===...., GALV. PULL IRON (1 EACH COMM) t t '1 I' I 1 — — — — — — 1 r .qan 1 Y1r. 1 7y I0`O` q L I (J I BILL OF MATERIAL P _ i U.V. 1.1008. # 676 - W/ CH -SAL in m 12 "O SUAIP ,ATM w>c (4 ODC mg FDC) ,I 6' 1' -6" S' -5" I 1' -6' a" amp se..„,,.,- ac. / Im ow 6 - *cc :Ia. 11ta ti • .1 .000 0.0,. C676- VWATER m S ID E 06 =WW1 WC6:000 v .a ° d,aler ' °'°� c«e aa =0".. 1,,„ _ I„ Miff VAULT' ( m °° ! OideastlePJ+rasClnr m ` .O 1'JpY U n u. 1.+.678 R n° x..67 N...a. a f.ela ' ° o 00.1 0.10 0 °...4 I 60-60.060 r,.. 613.10-06/ 1 I.Vr A...° ..__. _ .. M CO 0) I Lzl V' ' m CD Tr r 5 —5" l Lru. r RE�TJO't 1 cum Sr m a 6 t4l_2 TON UTILITY VAULT cn 1 I / LIFT ANCHORS PO BOX 323 ®s WfiLSONV/ILLE, OREGON so 1 — — — — (503) 682-2844 E—. I ; lI _ „ (503) 682 -2657 FAX J , ® 5" O.C. 1' co CO , A l 1 DT -9HD >• 1 I in (CI I CENTERED I o a s a o e • c . m u' 1 1 H -20 Rated i I SECTION B -8 0 .'. . ,' , �� ‘ 4, ; ,,. ; ,. k. , I 1 04" PVC GRAIN PIPE 1- ' s i i iCt i i — - -� i% i� . , . , - iii .■l1 1. En lll, - - -- N3! co U - - - - �� , -I 4- _ F RAME & OOOR 1 SYRACUSE OT-9H0 a.) 0 LIFT ANCHOR 4 r 2 TON SPREAD PLAN - _ 2 #4 GR. 60 6 5' -3" STR. 14 0 _ 1 #4 GR. 60 6 5' -3' STR. 42 CC ZA" PVC MAIN PIPE MI y= CONCRETE: PART oESO+rnnm+ oTr, sr „;; to • 1 j -1- VOL- = 6667 CU YD SILL OF MATERIAL -- ° , WT. = 2,700 LB U. v. AAODE0 5'- 6 "x5' -5 "xi 2" SLAB W/ DT -9H0 ` . • e o . ERA PTI AV DATE5-11- 01 REBAR DETAILS m orecrrEO scxE T - =S • SO- r 38824 is°- L'E 1 6 oowc no. SEV sI AB' SW:VERSON TE !nu of CVST. KONELL CONSTR. 86666SL812 - 0T9H0 , ti= O FO u 0 T►rs naea'C1IT IS OR FRa1r1RTr of n *UTILITY a dMaienof I - S ECTION A —A =CASCUE T. MK. IT IS sc�1IlTEp cars tiEn UTILII ! VAULT" (D et o PURPOSES Call' a .,l0 51cAU Q ]dcaStle P recast, Ira r9 , � fro' e 'nom on buy vlAlwwa THE V i FO 80. ]7! 'N1u J4 as 03070 v4TCPX377 CF SMa arw.m. eas••ae2 -2 44 Tar soy - tai - Tnsr � canto a xa5 aumlu. P !M. K a�n Re ' .l *ln..... / Y1=4h CR / Cny.lay. AT / Flpa {fn • U * nU• • fe111na • S. We. • A.R. CA •