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CALL POR REINSPECTION ❑ YES ❑ NO TUALATIN VALLEY Yor FIRE and RESCUE FIRE MARSHALS OFFICE (503) 526-2469 POSTED: OCCUPANT yf l CONTRACTOR BLDG. PERMIT # PROJECT NAME _ PLAN REVIEW 4� ) .. _ LOCATION �`7� 6 � � � '� ��e2 —� JURISDICTION: 1= Be. 2= Du. i= P..C. = Ti) 5= Tu. 6= Sh. 7= Wi.. 8= CC 9= WC 0= MC COVER ` yNAL `.PECIAL FOLLOW-UP/REINSPECTION ATTEMPTED FINAL Framing El Separation Walls f Sprinkler System Shaft 0 Fire Dampers (Overhead/Underground) U Alarm System El Hood' Extng Systems Conference Spray Booth Ceiling Cover El Other Date: `�',� Inspector; f r 0 1t4 Y '7+6 MT;l ` I �� �Fl..,,^4 . tylllY" AI�r#��j���� sw 04 Cd 00 1• q� , r ►.'�' d � nSir 4if,- 'y I o0 •-• � 1� / •���A pp V1 rte+ `qq` ri 0 bUGO Oy / • jL 41 cr N rti b0bo 4.4 c� I 4J Ln W ° OD InO tj 03 tv k� r l�l LiCE9$'34'4'0'0'0'OS11GNtl'O1Gb�TG'6�a�L'YG�',� q :1:.L --- - "�"' '' Y �11'1�Cn.• r I A ��,��y��i ��'ff 1'�t;��yy��+� T If•''�1�' `,�� A:�7�„ y������ ���";.y� 'li�,'+.+y1 ��/j•. f '�''''`����/���^"�+" t+�l+�I k' �t..._,Br 1T'"„ + ����T'�`,,'. a" !1 7��,: �� J..�,�C�?'?�,i_�'�,�:i-,� M �r��•a iii ��� t�// *r• .�'+-w+."t_�- _Y`,tl7'Ys sro .... � {� �'P','i"�y 1 1. ` ` 1 W W WfW- W-XW-XW1 I A MF- * .(:,1-1ANT(',A1 PEAMIT CITYOFTIGARD L-4, 1:-`EP,1M:1T N(). : ME:!~.90 WYOFTWAIRD COMMUNITY DEVELOPMENT DEPARTMENT ON 13125 S.W.Hall Blvd.,P.O.Box 23397.Tigard,Oregon 97223.(503)6394175 DATITIGSUE-X)i / 5/89 AI' DPE1515 : 11e4965 5W 7PND AUL. IAX me-U)II OT PS 1. I'VAC, GOD : UK : Of TZ E, X TEIM : NGJ: ADWITTON 1:1JANACE <100K AIR HANDLP <10 I,yl!:,F.:: C'(3MMEPCIA1 FURNAGEK 1.001<+ AIR I-IANDI 11 1.0K "INIVY TYPE , VN F;I OOP FUPNA C001 E:1:4 GPP . - Fit.? HEATE-1-41 VENT F AN VENT VE:N'T . SYt-i*T*1:::M ULP/C'UMP <31-1p HOOD Ir 10 C)1 0 1:4 1 E:S : 1. r-A-W/C014F, 3 J.51-1F•' 1.N(:,:J:NE:PT AUP(DOM D141::-1.L. - UNI rS 1.41-W(::OMP INCINE"PIAT'01111COM I y 1:)J.: C;ASi Ul...P/(.,tJMP '30-501--ip PEF-IIA- ],H UNITS 1.N FIL)F 1:11 A/C.OMP .150 HP OTHEAQ III 1)HF-`PS7 NO f,.;AF:) PIA)ING, UUTI-ETS I:*!1*;:(5T? NO PI!I Ssy Y F:.s I'l(-•W Iw41. I Ito 1. t. Cl(j CW 4,"X J.III t,J.I-i q 1.11-1 J. t, 01.1 V*AV;1,111 1 1 1,% W $10 . 00 N '1 1,64 HU'V 1 1 V) E R I .1 X I U PEK 5 i'2 F5,11,01E. TAX ilil. . .1.0 r C 0 1 11 1 N 111 N T 1`1044KMAN :1 NC R A C, rlil OR 97Fa6 I lolr (nwi) 0 R F 1.1 IN N(:1 MIS 1.,14 Inal I TOTAI !1128 60 This permit Is issued Subject to the regulations contained In Title 141 1 NO. /033-30 of the TMC. State of Oregon Specialty Codes,zoning regulations ..................... ......... and all other applicable codes and ordinances, and it Is hereby hfl 1N5P1::.(*A 10N5 agreed that the work will be done In accordance with the plans and I I I 16NU, Yi!: 'rsi:M specifications and in compliance with all applicable codes and I 1 111,11- OtdloAnces The Issuance of this permit does not waive, restrictive covenants Contractor and Subcontractors shall have current city husiripss tax permits This permit will expire and become null and void if work is not started within 1180 days,or if work is suqpended or Abandoned for a period of 180 days any time after work has commenced 11 shall be the responsibility of the permittee to assure all required inspections equested and approved, --to /11P'Irmittee Signature Issued By r' I k I F4 (5 39 SEPARATE PERMITS REQUIRED I*OR WORK OTHER THAN DESCRIBED ABOVE CONSOLIDATED FIRE AND RESCUE Washington County Fire District No.1 ®� City of Beaverton District Depertrnent Tualatin Fire Dlatriot FIRE MARSHALS OFFICE (503) 526-2469 POSTED: OCCUPANT �wr/c CONTRACTOR — BLDG, PEPSIT.T it PROJEC. NAME 6f�f %��! �q�„_Cios,% PLAN REVIEW It LOCATION T T_ �!- JURISDICTION: 1= Be. 2= Du, 3= K.C. Ti. 5= Tu. 6= Sh. 7= Wi. 8= CC 9= WC 0= MC COVER FINAL SPECIAL FOLLOW-UP/REINSPECTION ATTEMPTED FINAL !u Framing �❑ Separation Walls Sprinkler System Shaft C Fire Dampers (Overhead/Underground) El Alarm Sy.;tem Hood' Extng Systems Conference El Spray Booth Ceiling Cover Other al Date: -7- / ti `nj Inspector: liv2- 0 LEE/RUFF/WADDLE PARTNERSHIP ARCHITECTS, AIA September 15, 1988 Jim Jaqua,Plans Examiner City of Tigard P.O. Box 23397 Tigard, OR. 97223 RE: Beaver Bolt Expansion, Bi' 881637 14965 S.W. 72nd Ave. Lear Mr. Jaqua: We would like to respond to your plan review letter dated August 23, 1988, and the Tigard Fire Marshall's review letter dated August 23, 1988. 1. 1_.ct►er from J. Jaqua 11111 I; Per our telephone conversation, the sidewalk will be as wide as possibie between the baiidino and the curb. The curb location is fixed due to the lane width requirement. Th. landing will extend on either side of the door as a continuous walk but the width will be less than 44 inches. Item 2: Per ot,r telephone conversation the documents sub(rutted are adeAjuate to describe the extent of Lnech�+nical work. 1L nl.2: Sign perrr,it application will be made by the general contractor. 2. Letter from Gene Birchill Item 1: Will comply Item 6: Not Applicable Item 2: Will comply Item 7: Will.comply Item 3: Will comply Item 8: Will comply Item 4: Will comply Item 9- Will comply Item 5: Owner to comply Please find attached revised Drawing, Sheet A-2 depicting required modifications. Sincerely, LIsF./RU /WADDLE P. THE Silly, APt HITECTS Ianits.H.- ";addle Gene Birrhill Dennis Fleck Ron Tiedernan 5285 S W MEADOWS ROAD,SUITE.340,LAKE OSWEGO.OR 91035 (503)6844747 Rjm�ff 8k-JJ.I—D1*.N(.'-*, PEPM11' NO . : BU891673 CITY OF TI��4 RD EC[nTYY OF TWA RD L.�F COMMUNITY DEVELOPMENT DEPARTMENT '3125 S.W Hall Blvd.,P.O.Box 23397,Tigard,Oregon 97223.1503)6394175 I R a:11 1::,M I' N(:) ;M3 671*5 JOB .1-496!-5 SIW 1PND AVI:- TAX MAP/I. DT L. UK 1. AND USE ,,I 1...(:)T SIZE:: VAL.UATI ON 14 PO I000 !3E 114A01<5 FnONT : REAP: WORK CL..ASS : AUUX'Y*:I*(.)N DWELL .LINI*TS : LEF'T : PIG.HT : USE TYPE: (:,0MMF.'.PCJ:f*4l. NO . EIFDPOUMS : E.X, WALA CON51' : CONST TYPE : VN NO. OATHS : N E W Oc'CUP .OPP . : 131 . 1.) PIT] . OPL-NING5 O(XUP.I.-OAD 6 N 5 : W VOTAL OREA : 570 NO. STOR'EEIG : 1 1.!1 Y' : 570 ROOF' CONST : A FAAW. PET.? yl:.(.. HEX GHT : ::SND AWE-A '11:KPAR"? NO PATE-0 : I4A`5EMI;.'.NT'? NO JPI*): O('"CUP !AKPAP'? NO ME-2ZANINC."? NO DAGEM' 'I I.-GOP I-DAD : 1$"'i CAPAGE : sr*,iRI(L.P7 NO ALARM? F OW r f3PM) DE,rF;*(n 1-IIT-AT T'YPE . GAS I-IDUP A(3(:X:S1!'? PLAN C;Iik:'CK DY: jill-ii PKMAPK5 : Adel Ilew REISSUE OF NO. LAST PLISSUE 0 F)DI 11.1 V e it;t'M*.11-1 t 111111140 ,50 W N PI AN PF:V.IA:'W *91. . "53 E F 114 D I—P'T* R $56.20 S TATE:: 'I AX 07 . 02 OTHER C DE:VEI OPMENT (: 4ARGES : 0 DENNIS FLECK SOC(STORM) N FLK CI( (:,C)ISISTALILA LON COMPANY Ci0c"I STREET T P U 1-1 C)X A 4'3 A C3. k ntm ok iii (IN 9701) C 1-40NE (503) 631-61.t6 PREPAID < ");3) T I. 0 PL'61s'tPAT:r,(JN NO. 1::Awc-lit TOTAL.. : 1.4'/ R PECEIPT NO. This perry it Is Issued sut fact to the regulations contained In Title 14 of the TP/IC. State of Oregon Specialty Codes. zoning regulations Prqu:rPEI) and all other applicable codes and ordinances, and It Is hereby FTIOTJ N(.',' agreed that the work will be done In accordance with the plans and -mtions and in compliance with all app specifl. applicable codes and ordinances The issuance of this permit does not waive restrictive F PAM I N('-$' covenants Contractor and subcontractors shall have current city I N SUL ATI(IN business tax permits This permit will expire and become null and G'Y P Cl 0 A P D void if work Is not started within 180 days.or It work is Suspended or 17A:t.N DRAINS abandoned for R period of 180 days any time after work has commenced It shall be the respon5lbility of the permittee to assure ROOF' NAIL INC; oil required inspactions are reQL eated and approved WSPENC.)-11.,EILING I I NAI.., PermitteeSignature Issued By co t'.Al I 1-0fi, .31tc�pn., SEPARATE PERMITS REQUIRED FOR WORK OTHER THAN DESCRIBED ABOVE iU !� ! M CITY®F TI6A RD August 23, 1988 DREG_ N James H Waddle r Lee/Ruff/Waddle Partnership 5285 SW Meadows Rd Suite 340 Lake Oswego, OR 97035 PROJECT: Beaver Bolt Expansion, BP 881673 14965 SW 72nd Avenue Dear Mr. Waddle: Plans for this project have been reviewed for conformity with applicable codes, and are approved subject to the following items: 1. The landing at the exit door at the southwest corner of the addition shall be at least as wide as the door and extend at least 44 inches in the direction of exit travel. Neither the floor or landing may be more than one inch lower than the threshold of the doorway. The one inch is measured from 0— top of the threshold. 2. Plans for alterations to the mechanical system are required, as is a permit to do the work. 3. A sign permit is required for the addition of the graphics on the sough wall. If you have any questions, or if we may be of assistance, contact us at any time. Sincerely, Jim Jaqua Plans Examiner ht/6634D 13125 SW Hall Blvd.,P.O Box 23397.flgard,Oregon 97223 (503)639-4171 ---- CONSOLIDATED FIRE AND RESCUE Washington County Fire District No. 1 City of Beaverton Fire Department Tualatin Fire District FIRE MARSHALS OFFICE August 23, 1988 Lee/Ruff/Waddle Partnership 5285 S.W. Meadows Rd, - Suite 340 Lake Oswego, Oregon 97035 RE: Beaver Bolt Office Expansion S.W. 72nd Tigard, Oregon 97223 Gentlemen: A fire and life safety plan review was conducted on the above captioned project for compliance with the 1985 editions of the Uniform Building Code (UBC), Uniform Mechanical Code (UMC) , and Uniform Fire Code (UFC) as amended by Tualatin Rural Fire Protection District's Ordinance 86-5. Plans are approved as submitted subject to the following items: 1. Fire Resistive Construction: Due to location on property line, the south wall of tae new addition shall be riot less than 1-1tour fire resistive construction. As far as this Plans Examiner can determine, it appears that this requirement has been complied with. This note is only to bring to the attention of the designer of this requirement and if the designer has already contemplated this requirement, then please disregard. 2. Exit Door Hardware: All doors shown on the drawings must be openable from the inside fur immediate exit at all times without Lite use of a key, special knowledge, or effort. (URC Sec. 3304) 3 . Firestopping: In all wood framed walls and partitions, firestopping consisting of 2-inch nominally-sized lumber or other approved materials must be installed at all floor and ceiling levels. Penetrations in this prescribed firestopping to accommodate wiring, plumbing, and other similar utility runs must be packed with noncombustible materials in an approved manner so as to prevent the passage of flame. (UBC Sec. 2516) 4755 S.W. Griffith Drive 0 P.O. Box 4755 0 Bc:i„erton,Oregon 97076 0 (503)5262469 Lee/Ruff/Waddle Partnership August 23, 1988 Page 2 4 . Insulation Flame Spread: The insulation, including breather papers and vapor barriers which are not in contact with the upper surface of the ceiling and under surface of the floor, as the case may be, must have a flame spread rating of not to exceed 25 and a smoke development classification of not greater than 450 as measured on the Steiner Tunnel Test scale referred to as UBC Standard No. 42-1. (UBC Sec. 1713) 5. Address Required: The tenant space number must be prominently displayed on the sLreeL front where it is readily visible to drivers and officers of responding fire apparatus and other emergency vehicles. (UFC Sec. 10.208) G. Automatic Sprinkler Plans: Plans referred to and examined by this office contain no provisions for the alteration or installation of ati.tomatic sprinkler system. Not less than three sets of plans for the installation shall be submitted to this office for approval prior to installation. (UBC 302(b)) Note: If this building is not spr.nklered, please disregard this i teal. 7 , Approved Plans on Job Site: One set of ripproved plans bearing the stamps of the Tigard Buildings De paitwent and this office must. be maintained on the projec.l site throughOul all phases of construction , -1 must be made avail•eble to building and fire inspecLors for reference during required cunsLruction inspections, (L'BC Sec. 303) 8, Inspections Required: Inspection and approval. of consLruction by a representative of this office is required: (a) prior to the cover of any new framing elements following the installation of '1 utility runs which will be concealed within tall and pattition cavities; (b) upon completion of construction and pricer to occupancy cif the tenant space. (UBC Sec, 305) 9. Certificate of Occupancy Required: Prior to the use dud occupancy of G-ce project (space) , a certificate of occup:+r;(_% or other written instrument of approval muss be obtained from the City of Tigard Building DepattmetiL, (1-'BJ Sec. 307) SPECIAL NOTICE: DEVIATIONS FROM THE SIJBMITTFD AND HEREBY CONDITIOiiALLY APPROVED PLANS DURING THE COUX)t; Ur CONSTRUCTION. EXCLUSIVE OF THOSE NECESSARY TO COMPLY WITH FIRE SAFETY RtQUIREMENTS AS LISTED HEREIN. ARE PROHIBITED WITHOUT THE WRITTEN AUTHORIZA110N OF THE WASHINGTON COUNTY BUILDING DEPARTMENT AND THIS OFFICE. Lee/Ruff/Waddle Partnership August. 23, 1988 Page 3 If I can he of any further assistance to you, please feel free to contact me at 526-2502. Sincerely, Gene Birchil.l Deputy Fire Marshal GB:kw cc: Tigard Building Department District Inspectors Fleck Construction Company Beaver Bolt r d I I V z a Ln Ln Ln a,a j Z E• o � d � d '" to a o A C-0-4 U oA AJ aIU � w U O b O A' v N N U 0 d l I / o gn (n m u ID po � U to w oo � H VV ,� 1 r: INSPECTION NOTICE City of Tigard Building Department F.O. Box 23397 Tigard, Oregon 97223 Phone:639-4175 Type of Inspection !! _ c"'� _� g 6 Time __._ A.M.__ ^P.M. Date Requested Address Permit Lot Ownery�c�s, i ._ --- -- --- - Builder - The fol!, ving Building Code deficiencies are required to he corrected: an97� Presented to +�-_ _—___ IApproved Inspector -�l� --- - I Disapproved Date — -- — CALL FOR REINSPECTIOV F I YES M No JAMES G . PIERSON , INC . Consulting Structural Engineers ULLLMLiLk I.' I' LR, MR. ED WALDEN TIGARD BUILDING DEFIARTMENT 1.2*755 SW ASH STREET TIGARD, OREGON 97223 ROOF DIAPHRAGM NAILING BEAVER POLT, INC. SW 72ND AVENUE TIGARD, OR. DEAR MR. WAI...DEN: THE r-OLLOWIN(31 I (IN (."T)NCERNING THE NAILING OF THE ROOF' U. D]'AF`HRAGM 0" THF' ABOVI-".' WAS GIVEN US BY PHONE FROM THE CONTRACTOR N FLECk' C(-.jN1-3rRU(--TI01N1: NA I L 1:NA OF THE ROOF WAS AC COMPL I SHED WITH A Sr*-N('.;0 71\14 NAILING, 13UN. SENGE k'C28 NATI-S WERE USED. THESE NAILS ARE 3 INCHES LONG AND ARr_- IDENTICAL *10 JIAE 10 PENNY NAILS SFECIFIED., EXCEPT FOR A SS MAI...L. AREA OF REMOVED HEAD TO ALLOW MAGA. I N E LOAD IN03 OF Tl-iE INIAIJ-1:1143 (�"A.)N. .1..1••1.1.Vi=i NAT. 11\113, WHE-1\1 PROVIDED AT THE SWIACING NOTED ON 1"HE DFS AWTI\109 MEF-TS Al-L 1 H STRUCTUF,AL REQUIREMENTES) OF OUR DESIGN. 1::1 1=1 Y YO1.11 Fbl(.J(.Jl--', P. LL COPTEG: JIM WADDLE. 1-1-:E/RUFF/WADDLE ARCHITEC"TF1 I F."LE0--:. CONSTF&K- TION 408 S.W. Second Averue 0 Suite 505 0 Portland, Oregon 97204 0 503/226-1286 INSPECTION NOTICE City of Tigard Building Department 12420 S.W.Main St. Tigard,Oregon 97223 Phone: 639`-4171 { Type of Inspection _ Date Requested Time_ / A.M. ` P.M. Address _" -/`f `-) � 7 n Permit I — JJJ Owner Lot # Builder The following Building Code deficiencies are required to be corrected: I 'I 1 + Presented to / ,t 1 Approved Inspector —_ —� '/❑ Disapproved Date CALL .FOR REINSPECTION EJ YES 0 NO INSPECTION NOTICE City of'Tigard Building Department L� 12420 S.W. Main St. ((( Tigard,Oregon 97223 ---- Phone: 639-4171 Type of Inspection Date Requested___ Time A.M. P.M. Address 1- 9—�2_.- W 2nol Permit #_" - Owner Ee: -��+.nil _���� Lot Builder- Tho uilder.-Thi following Building Code deficiencies are required to be corrected: Presented to ___ ��fL� ( Approved Inspector G _._ [] Disapproved Date CALL FOR REINSPECTION ❑ YES A NO ■ C}Z, INSPECTION NOTICE � City of Tigard Building Department 2420 S.W. Main St. Tigard,Oregon 97223 —�----- Phone: 639.4171 Type of Inspection /4- T /-,,A 6__,; _ Date Requested ` v-�'r Time'C A.M. P.M. Address .�` �✓-.� ru 4 Permit #_— Owner Lot # Builder The following Buildipg Code deficiencies are required to be corrected: r. AL r ...rte• _��l L — i ' mac., f�� �_ Presented to ?��y' ❑ Approved Inspector le- J[] Disapproved Date _ i CALI, FOR REINSPECTION {CJ YE8 ❑ NO M a BUILDING PERMIT APPLICATION TIG D DATE___: AV THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT FOR 1 E WORK HEREIN INWCATED BUILDER PHONE OR AS SHOWN AND APPROVED 1N THE ACCOMPANYING PLA S /\ND SPECIFICATION,. OWNER PHONE 620—i 37:1 ;l LOTNO.__- .1-12A IaOL -- OWNER581 Investment JO'3 ADDRESS 1496.5 SW—��_ ARCHITECT ENGINEER BUILDER kleck Construction ADDRESS 16110 SW 72nd DESIGNER STRUCTURE ® NEW ❑ RCMODFI. ❑ ADDITION ❑ REPAIR ❑ RENEWAL ❑ FIRE DAMAGE ❑ DEMOLITION GI RESIDENCE 1_1 COMM ❑ EDUCATIONAL ❑ GOV'T ❑ RELIGIOUS ❑ PATIO ❑ CARPORT ❑ GARAGE ❑ STORAGE ❑ SLAB❑ FENCE OCCUPANCY --stn LANA USE ZONE I—L BLDG.TYPE 54FIRE ZONE � ^ PLAN CHECK BY ETW HEAT G31 Construct Commercial Wildin all per approved Plans god Code Req! irem<:nts. _ SEWER PERMIT# OCC.LOAD FLOOR LOAD HEIGHT NO.STORIES AREA 11, 1b5 NO.BEDROOMS _VALUE 20 ,uuti. BUILDING DEPARTMENT SETBACKS FRONT REAR LEFT SIDE RIGHT SIDE _ Permit b83• )U THIS PERMIT IS ISSUED SUBJECT TO THE REGULATIONS CONTAINED IN THE BUILDING CODE, ZONING REGULATIONS AND ALL APPLICABLE CODES AND ORDINANCES, AND IT IS HEREBY AGREED THAT THE Plan Check 443.9.1 1xt. WORK WILL BE DONE IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS AND IN COMPLIANCE TRU U WITH Al.l_ APPLICABLE CODEE AND ORDINANCES. THE ISSUANCE OF THIS PERMIT DOES NOT WAIVE sub-10181 RESTRICTIVE COVENANTS CONTRACTOR AND SUB CONTRACTORS TO HAVE CURRENT CITY BUSINESS State Tax 77.32 LICENSE.SEPARATE PERMITS REQUIRED FOR SEWER,PLUMBING AND HEATING. Total SDC— �— PDC# ir—ArOR AGENT Receipt No. 22- Approved ET14 ADD BBB — PHONE I DATC INSP. TYPE INSPECTION REMORKS PLUMBING DATE --_—I! ICr.r.tract,,- Permit No. Rough-in 't 10/2 71xture Final H,7ATING Contractor Permit No. L4 1 LG 107 Gas or Oil Rough-in Final SEWER Final C) DRIVEWAY Final Storm Drainage (Rain Drain)Final Sidewalk Curb&Street Final Arp,naLh I-LDM DEPT. _1EMP rIFICATIE OCCLJP/,N4Ev if:'-RTIF rCATE OCCUPANCY l' Lantls,.aping Zomng Final .............. BUILDING &R ' APPI-ICATION TIGARD DATE *g ts ;-(_ _,19-6!) 5554 THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT FOR THE WORK HEREIN INDICA fED BUILDER PHONE 657-6116 _ OR AS SHOWN AND APPROVED IN THE ACCOMPANYING PLANS AND SPECIFICATIONS. OWNER PHONE__22-0- LOT NO. OWNER DL'1 AnVeeLment JOBADDRESS 1496-'. :,W 72nu1 ARCHITECT ENGINEER BUILDER Fleck Construction ADDRESS 16110 SW 72nd AvemA DESIGNER STRUCTURE [KNEW ❑ REMODEL ❑ ADDITION ❑ REPAIR ❑ RENEWAL ❑ FIRE DAMAGE ❑ DEMOLITION ❑ RESIDENCE 12COMM ❑ EDUCATIONAL ❑ GOV'T Cl RELIGIOUS ❑ PA"No ❑ CARPORT ❑ GARAGE C1 STORAGE ❑ SLAB FENCE OCCUPANCY ---A-7-2 LAND USE ZONE _ I-L_BLDG.TYPE SN —FIRE ZONE PLAN CHECK BYETW HEAT Site Work including grad3.ng, paving# StOM drain- - Landscaping etc. SEWER PERMIT M 2853U _ Site Jkrea 33,877 _ OCC.LOAD FLOOR LOAD _ HEIGHT�! NO.STORIES AREA NO.BEDROOMS VALUE 3C1�(JUU. BUILDING DEPARTMENT SET BACKS FRONT SEF; FMO LEFT SIDE RIGHT SIDE_ Purmil 193.00 THIS FERMIT IS ISSUED SUBJECT TO THE REGULATIONS CONTAINED IN THE BUILDING CODE, ZONING REGULATIONS AND ALI. APPLICABLE CODES AND ORDINPACES, AND IT IS HEREBY AGREED THAT THE Plan Check 125.45 _ WORK WILL BE DONE IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS AND IN COMPLIANCE 31ti.45 WITH ALL APPLICABLE CODES AND ORDINANCES. THE ISSUANCE OF THIS PERMIT DOES NOT WAIVE Sub total RESTRICTIVE COVENANTS. CONTRACTOR AND SUB CONTRACTORS TO HAVE CURRENT CITY BUSINESS -- LICENSE.SEPARATE PERMITS REQUIRED FOR SEWER,PLUMBING AND HEATING. State Tax 7.72 ,4IG ..)uu.()u Total 3'16. I! sDC-14 0 69.50 X973,k' - '.-4,.1' By cZ PDC# APPLICANT OR AGENT � — Receipt No. �-- Approved 4TW --� PHONE L)A T E. INSP. TYPE INSPECTION REMARKS I PLUMOIN G DATE —[Con,, Permit No. 9 A:;F1 Sough in U1.21 fl-Al Final HEATING Permit mit No. DDD '-w- Got or Oil Rnugh-m -7, F'r.11 SEWE."t Final DRIVEWAY -Final Storm Orain.--gr (Rain Main)Fln,; Sidr,-im1k Curb 6 Street Final Appro. :h BLDG. DEPT. FINAL TEMPORARY _EkitTli'ieATE OCCUPANCY 7ccRTIFICATE OCCUPA N' Final LanU scspiig Zoning Fine! ARHM HUI Mt PHIH111H MtRIN P.O BOX 127 • TUALATIN. OREGON 97062 • PHONE 682-2601 • RUSSELL WASMBURN. CHIEF June 17, 1985 BEAVER BOLT, INC. 15065 S.W. 72nd Avenue Tigard, OR 97223 13898-1 352D-119-000 Insp. Type : RAF Dear Lee/Ruff/Waddle Partnership: This is a Fire and Life Safety Plan Review and is based on the 1982 editions of the State of Oregon Structural Specialty Code and Fire and Life Safety Code (UBC) , the State c Oregon Mechanical Specialty Code and Mechanical Fire and Life Say ty Code (UMC) , Uniform Fire Code (UFC) , and other local ordinances and regulations. Openings are not permitted in walls of a B-2 occupancy located closer than 5 feet from a property lime (roof scuppers) . Submitted plans are approved for const�•uction subject to the above noted items. Exit doors shall be openable fron the inside without the use of a key or any special knowledge or effort. Manually operated edge or surface mounted flush bolts and surface bolts are prohibited. UBC 31304(c) Approval of submitted plans is not an approN,al of omissions or over- sights by this office or of non-compliance with any applicable re- gulations of local government. If you desire a conference regarding this plan review of *f you have questions, please feel free to contact me at (503) 682-2601- Sincerely, - � 1 Bob Hunt Fire Prevention Bureau ®r w w w w ■�► � M MF''60 OCCUPANCY FILE; LIST JUN 19, 1985 16: 19: 32 TUALATIN R. F. P D. Page 1 KEY SCREEN 1 Name BEAVER BOLT, INC. Zane-Occ #: 352D -119-000 5. Special Sortl : 3 Address 15065 SW 72 AV TI 6. Special Sort2: 7. Spacial Sort3: 4. Category OASIC SCREEN 1. Occ Phone 16. Census Tract: 308 2. Manager 17. Code Edition: 1982 3. Phone 18. Bldg Value $ 217, 140 4. Mail - Apt#: 15, Content Val $0 5. Address 20. Other Value $0 6. Cty, St, Zp : 21. 901 Occ Use 891 General ?. Bldg Owner : 22. UBC Occi/ft 22 B-2/ 11194 8 Phone 23. Fire Alrm Sy : 9. Suite-Apt: 24. Alarm Syst #: 10. Address : 25. Prop in Use N 11. Cty, St, Zp : 26. Date Built 8 -06/17/85 12. Emrg Contct: 27. Data Remodel : 13. Emerg Phone: 14. Ins Type/M(1. INF / 12 15. ISO Class 3 FIRE PROTECTION SCREEN 1. Alarm Shutoff Location 2, Power Shutoff Location 3. Water Shutoff Location 0-E 65 Feet north of driveway 4. Natural Gas Shutoff Location: O-N 25 feet west of building corner 5. FDC Location 6. Sprinkler Control Location 7. Stand Pipe Location 8. Attic Access Location 9. Special Hazard Type Code 10. Special Hazard Type il . Special Hazard Location Water Source Location 13, Stairway/Vert Shaft; Prot Y/N CONSTRUCTION SCREEN 1 Const Type 50 V--N 16. N Prua Line 3 /10 PROPERTY LINE 2 Grnd Area 11 , 194 17. Wall Prot lc 1 HOUR WALL_ NO OPENINGS PER :j. Basmt; Area 0 18. S Prop Line 30 /10 PROPERTY LINE 4 Total Area 11, 194 19, Wall Prot 00 NO WALL PROTECTION 5 # Stories 1 20. E Prop Line 99 /30 CENTERLINE OF STREET 6 Height-ft 25 211. Wall Prot 00 NO WAIL PROTECTION i . Inter Colmn 20 MTL 22. W Prop Line 60 / 10 PROPERTY LINE= 8. Roof Const 13 PIPE TR0S 23. Wall Prot UO NO WALL PROTECTION 9. Roof Cover 10 FR I11.1 UP 24. Area Wal : 10 Roof Arua 11 , 194 25 Arca Wal : 11 . UDC OCC-/ft / 26 Area Wal 12. TIBC Occ3/ft' / 27. Plan Lot . X34 1 13. UDC Ocr4/ft: / 28. Misc 14, Auto SP Use 15. Auto FA Use 0-rMUCTUMAL_ OALCUI-AT I ON$ HEAVER HOLT I NV S _ W - 72ND - AVE . T I CQARTJ OREQON ,���EDf RoF�s 6272 Lai A r{ OREGON! J �r� 12. W. E5�/ .?AMEB © - F} I EFt0C3N I NC _ ,#OH 8W 8E0OND F-CJRI-L-ANI3 p OF2EC30N 97204 may. -- - _ fz� 25 P5F _ -5/4" Pay u 6 x13/4' X i i I Oi � I N o N t -:Aw 0TN J— WOOF- #'KA M 1 N C-- PLA N 677 JAM[{0 ►t{IRON, X14 CONSULTIN0 tNOIN{{A{ PORTLAND oN{ooN C,T. �1 LtiP1C1L 1 _ i 1. I1 ' ...... ............ i 4 8" �►'� { i .r .... 1 1 8-7 R X3.24f) 24)�Go v E X211 - 3 C' 4CP J L 651 6772 JAMS• O PIERSON, INC -- -- --P�-►L[-1--- 10LATJVLC LL �.r CONSULTING ENGINEERS DSU 1�N.1'�� +►�N�t'?. PORTLAND OREGON V�c0E- CONT 1 P> ► 5'PA rA X31 �y vJ 3 D x 3`] t 5 0 ►Z - IIID x 3�,5 /2 s /217E20 ;F +. _. . M I I(o0 X 37, /$ 20391 D 4.00 .¢ 1 w _. �._.. -- T-1 -130 IL/ rz .��Cl •S ) /co.�sx3ox �•Is �5 ► oK 1 ,8 ►o�� ► 187,5 ,( = L/ado oK 1-ea 02131) . Col (= . A �QK.D �L 1��0 �qSO L 1 ' 1 ' �Z b„ Urate Cp�,�L� x '�O" tel- Project C �^��_�f•1 f'J �,_ i �"_ �� _ � -�� �� ,� 17 so ( �)/'►Qom � q 3. 5 K /yt•� • wry • J \�``� �' �r ' M JAY[! O PIFASON, iNG —'�-�-•�'� � n•a.x, rm• `a CONSULTING ENGINEERS PORTLAND ORIGON D�1• �_.—.JL. IMI L, 1194, ___ s o Mf I . . ._._..__. l......'.._...; _. _... ._ �aF ..I�i�„r>' .? GH , �N i TI �__�-___. L an-lz _ - 5 d ��N Com• -f-- _ 1 -7 5 N o Jol�T SPAN �2 I 170 ( /Z ) X12 /14S0xi . IS = Z,2 _ . 1rI I I Irlf It —�F - � WA +r:�e OWN" O. ►1;11111190"1",;11111190"1", INCDDLE . -- ?;Y� •� �iA•`�'oa CON{ULTIMO ENGINEER{ /► L PORTLAND OREGON Date �. /-�► �_ G _ .. �_......... ._..._�_.._+._ ...... � ..._..._ . r- Fig µlip 2nr-> .f# i r.. , _.. Ulm 4 x I Z Lar&atiz- -3/ 1211 °%?i C E,4. -a" IZ' IZ1, ; r-4 Or-Z4 I00 I Fc,IYA -��j CLOD or, ow fill ur e�mr* twrpo., JAY!!0 ►IERSON, INC Ii.�`p' CON6UlT IRO ENGINEER! ---`--'---------------'-- ----------�------ D�1• PORTLAND OREGON V.cbF FAh11 N C�- co NT, O pl ,ZT A � Poo � 2X / n� _ -�o ; ►21` 8 � �Coa # � �.� �� Ft'-'ea)L C cls;; -r' F L 9Lr 4x4 6 S 1 8772 / JAMES 0 PIERSON, INC ai��►,i ��if Ii� � CONSULTING [NOINElR[ — � ^ 'L »-�`r• W.01 PORTDole !-�LAND OREGON — --- i 1&N I ( - NOZTH 4, --5C�TH WALL i �- -4 .. 1 £I,EVAT14IrN �5 , TRy r•51. 'THICK ''ANEL �v f=c�r-•r�N C�- �t�P R��7�-� s q b �- 030 v + 1 -7.30 �L �>:Yi:.Y►.1�f�1 d' ti L . L . Ff1GTOf� �EI.F V)V I z5)(1,,f) = I119 �1 7 �6/2�7�f�� JAURI 0 ►It11AON, INC. Jr - AP fri�►�il� ;d1 ~4�� JV/ CONSULTING 1N01NE[Ili �4 \w,�'-, POPTIANO 011120" Dote ?�Pk RI L R! 13 fEF iiq T1trZ- tip vv.6u. -VA ritEj�L,. CONT T2 "`T K MIiy4-(i0N of 9E1 IC-N t.GK�,-V:A 0) ?7 t L P - /. - � �.�.__; 3 ' 78 -7Z) r 1 , yu.�'- r•.� (ria) /. 8!0 = 'L 4- � /, _1 _. _i_ � ..� ._.�.. • (I ) rt:�-96e tel • x-771 (2) moo, v+ L + Q • o i G) *274 7 378 JBF OK Y AJX57, 7, 1 .44 c -2,16,, = • 9 ��..+ :,r� /a•..�. _,i ProNet —----�L�y�Y��__3G'�C� JAMES 0. /1[NAON, INC -- s;�+ii 4,4-p�� CONSULTING [NOIM[[RS PORTLAND 00100" Dole �3 60(/?H WAL . f�i4Nr✓ C-e I7� ry E i,"� v)/ � �- , + 4-e i iso = ► -7 30 1 • 9 IL 5955 corn i�!� ,:•,�:,Yy, eii,•� �-.. _ - '' hepcl ~r JAWS 0 PILn%0N, INC -� 0 '•ii `S,t' �� 1 � CONSULTING IN;`INIIII• p•\._A,��•/ DIY.ty� not*►OPTLAN0 011100N l ON i AZ Ar 65 h 7 } ' g I• ( i� xis/9) /-6* 41 _ . .._; C� ) t�-r l� s ( . 029)(•�(>do ) G���(5,�)� -llr,��c rr /� > C ( 7 st� I bz)(9,11) = 4ZZ4 4= 1; rs 1 ► r>t 42GGAf JQMV� '7 0 + 70((0/5) Cc('r ( S710) = —714 is 917 .ft I � ,%o��t� r tie'"�•� _� holtel �— � "—+- 5111 - a� JAMESa r1E11SON, INC --� - �%AZAJ IA CONSULTING FNOINEEIIS IA E. ++\►►W,L -- PORTLAND OREGON D•1• - � �'��_� ' t'�N�l� �rr✓�N .4--; ori lei ryE,,� cJcN� r ..�..._...........�._. ..._�,.. . . -41 i I 2 p t L.- -t 1_ _ 9-7-) 4-0 4-4- c, _ G�4:�'AC,!T/ oK (i/ �'.� (. o2 )c • �z) C4a�)(iz)��ti��) ._ -��� .� I. } ►iso b�, (2) P = ( • u'J2} � • 722)(4000) ( 12)(���� N , / 1 Pa. 2-)(4Xe) 02) i65� uon�7L L) -t CA) a OA :5,ve, Of� C MTI :.+e,Ni�\�. '�piw•�`T� `�//�' ►rp,al p•� ,ti kKUPFIWAW AYES O PIERSON, INC --� l...G CONSUL11N0 ENGINEERS i* W.L°j% PORTLAND ORE06N Dole a P/+N E:--L. r,-r-f►✓6" o N Liryo 4 CP H70, � 2514 15(vOo Oxe.,) — goo ,G4 )zl,, l : yso A 44e 4 Ci --3" G L K 80'r Of .PA&I X m- yr vmN id w Project = ALT h n5 1 6171 r»r1,an w JAMES 0 PIRRION, INC. ----- si.M7�,N`�'d/ CONIW.-IlNO 11,101"all"s Yr7 IL OREGON Dole L• P�__.1 _ { low I ,�1< v✓A Lt• _ .. . ...� ...�.. -t'Y / ��II -r�l(il�• 'pAf'IU�L � �... ..{_ __i. , i f .�... _ l V�TtF-g M ►N p c:v y -r aw J0 (�) 1i t L r �fu�� • �5 � 8�©)�� i�. = 742 �u /� _ . y Ciao ) /• �� 4 = i �J � �- � rc.�� ^ � ( �C�) /• oe, 4S jf �_� �nF277 • _, -\\��i�' i �------r. ����}� ���1 pry o•r. � LO.,M JAMES0. PIERSON. INC. .;A",� ,,.r '}��,i..�"J�a. CONSULTING [N0101111") 1�— AP�1L �•g PORTLAND ONe00N Date L w IN 1 +-t'...or•� Fi Gr , `•�/V S . I 1 1 -�l,L., A _ .1'2- L 2L .� • -72C • o� � G)C4o� )� �zl►�-5� = ?,72(0 � to©�.A'/' '�� 40001Z •r 13 3 n } a5 rr • 7z( o© � ) � ) ( (y�5) WAL,t, VANS. vJ/ omriINC�S, 4. Of 10 -__j � � f 9.zf GIT 4LJAWFAG PIERSON, INC CONSej LTING ENGINEERS 12 All 8� Ale b.Thi' W fS PORTLAND ORCOON DO* �+�' T/ I I , NEL A-a ON Co co N T, _....a...... ._. _... ._ _._.._..t.._.�_....._. ' (180-� "700/-5) (5 14 , S) 1274 .1- *# IS 74,X/1 4- — l GL t7 c. TD T LD�� G + W7 -�s- ��/ X31�0 /• ev, = 3 39 # v-f- LQ-�a leo 9 C;?14,5)C• = 4.0 /to 51- —-- - --- -- ------ GU L on nnw ,a„ JAYtI O tIt RSON, INC s� CONSULTING ENGINEERS /� G PORTLAND OREGON 0a1• _ �i �l__ F-9 Kip TELT-0P maw GeN ON C-- r I . .. KLA eor) (2-) D f[- fQ >� .Q,11��7 l C 4040 9,.!� x rz) : < .Z 7 -70 p L Q = , 0/9 C• 74)(400 ) CI�•5} C1z) - z736 i �� •...J I I � 1 "10 ( iI .5) C. ,'I )(/3,�j�2X 3� _ � 220 � LL. 4- I I zZo x 1 7 M 2074 o i , Lj, X427 I� r�- �';�;�-F W'f. 1 Jvyz,o <<�rT I ';*'Vim;*OiN • ,1�� rIO�CI __.._...---._—.�L�_�T�__.___ __ p 1 6177 o pOM o„60. JAMS O. PIERSON. INC l;% CONSULTING ENGINEERS O PORTLAND OREGON vote 2�� jA,•�'aQll� T/ _ N I I AM I `"T'►��v P maw C•o nl-r, ;.__. . . -._..; � � �_.... � .... I 1 ; 40 �St l 1 t C_r-ry Nal (-z ) P-4L tX ¢QoQ Xi 2.. <471)0 f HA 0i6 x 4MO I z 750 oK n•nwrr rnn:. JAY11 0 PI1111ON, INC CONSULTING 11111O11111"IF -- 1• PORTLAND O111O0N 0.1• ■ Ti VJA l.t- PA.N Iy L.rGo ri T, �.._._.._ ( J CO I O I- � 41 fArV. PE-5ICaN l.o�tjy; D + L Fex— /q, C7 C. Project ellgro1w,1789 F� onrr� / Often" JAwa 0 r1INu*N, irc f4 AlSs� J�� X tit !'ONNULTWO Eh01NEERE -- ►ORTLANQ OREGON Dole �� I A57, 4 S7 Ln t 724 . 019(0/ 4 04 Ci j(,51:) _ -_-�77 2(i 1734 : �1 o � V l y f/vv 'pA VVE.Fr "I 4- ice" °/C H01?-'1Z_ Co�T "r y .IAYPS 0 PIWASON. INC - ' I_t \ Sit CONSULTING 0101N!!IH n�- -'_- �p_h% POP TIMMNO ORI00N ON• JEE"o6t�T v )APL QD.NF— p or- (9�+100) + 51,2,x 2,) --L Ca na s 3 07-c.2 w / + + ii.y/Z xz) � • x X8-7 � • 7 K -moo �o I1 COO o 43 1 . fc't- /Lt- r l 0(r-7c�'/• 8 I to 2,1 Y;/� • 9 ( 5 4 z��a�• 8 1 &063/0, r~, ���� 5/4)le .. .JCi �.�Fl— 7,5 can" JAMES O PIENEON, INC. --�-"''-----fes --� - --- -- '�' II �• , 14% f CONEULi1N0 ENGINEERS ^ , AMM, IES t��. PO LAND OREGON OEI• '-/y/'_-�� AFK r. /00 tom �-f0 .w i �j72.� a I Polo1 62? u.�w«♦ '« JAMB/0. ►1/11SON, INC. CONSULTING 1NOIN•1115 IOITLANO 00140" 0.1♦ _ ,1 �s FIWIWIN (r) 1-2 +L 2 40 - z 7 JA4fE O PIRPION INC JA A� CONlULI'INp lNpIN!l116 ►01111.AND OPEOON Dtl• __� V IFXW [A 4 � . 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G = -79r?1t1501 ,52-(Irn90 C' �,.JL��.0 �► V h E. � � M P`� c f� P.4 2� , po �a• JAVII 0. ►IIINGON, INC. � �0'd' PO1111011111119 PORTLAND AftloON Date A7MN L.A-rl5F,4 L T::4KCV- AN NLy,� l;7 coryT �n11 N f7 -''0 ��..aT �o� c9✓ ply s l i� c I , .t-14 . -- �/ -215 _ TO V -1 WAV-, of JCCCi�XPVOM JOS 8 a /2 + /,z X x G ASAI(, . w/A1.1.- 2.Q� d l ��8/Z O 2 j , «_. ... a.._ _�_t ....._� , t y 1# �- '` 1 . �C 4� 1 , �j V pt'D �T �ivD P Koo T::" We j Ott r a s r e:�� • t0 JAM[t O •I[Iy ON. INC —`--"'""—'�--- r�yr„ �+r'� q�� CONEULTINO [NOIN[[M Date It. POIITLAND OII[UON — 2 COO f:��F � r 1N-;>;�►oF� GOI,�UN�N ..__ .�"-�T11V �%_.1_.�_.__r_.__-r_...�._ r._._l .-�.-.�.......�_ I i ,.._.. ............._ 43Sot� A a g 3 mad /2 czxa >� .2 ? ✓ 13 I x W if .L L +=CVI I N Lam'• 1 N O)f-rH /AL - -7 50 f - 2 4- C-70) (30) = 2 5 0 4:t tl 4 - s 4 X ps!OiI L.ON&IT: V, FOOT NG-^ A - -74 227 IeL.Ooo 3 Co. Co 05 O-i 4'_3" x �j A•M AAMEA Q. AI[11/ON. INC LCA RUQ �AGDL� si�� ��'� �'�►14��,} CONAULTINO [NOINT[R! /�•11.T% ���' ►011Tl AND 011.00N Off* Gf l� TCS N LAn'�T l ON iJ GGN'T ►-- -...1 t_. �.=..�_ �. 4. 1 i —t- yv 200 i8'X S" GcNT �Tla OK i -4 - -jOvT VA 'va Pc4l, 26 (-70) (30 ) _ ee :� 55D ..,�_ T ,45;;� u �-- 4 - 4 X 1 -meq r+!, it I 1 i t .y 5r � r-,- " 0)(36/9-) 0 .4- r'Fv A = 4 141 fr(- 3 X ��_ toEA, W/l/ `j V1I U`7ji� Co-orr (of x AGI M-9/ ��OIF� ���J/ 1'•��1 _� L/L.t^ ��__.��1—_.�.—�_ _._. �� 6 S 7 E11t � - \\ `�`✓ r VJA vn r•re w JIIYE. 9 SIE AEON, INC 1y/�_ _ ,r.•L,�11 ��'.f +►14 �.� CONSULTING ENOIMEEIIE �fS N,1'�►Y N��ISi /OIIi I.ANO OREGON Onto 1'(� -rr•—.---- - i. w '70(3)(►o) 4 (C; x +zoc )lE'�,S,J 13 . st 4 x 3 '_ 0 EA.WA'/ _... f ...,..,..+...._. .. . ... SA'JC gF' Nor-T14 VrI✓T Gor_A fit..i j A = Gj29&OA-2P W/ - u x 4 f-V t v✓Qy WAL-L, CDs= (V.� +W55 + (VCSO; ) = 2l 20 'r lr-4 N h , ,�,',b;;��'1 •'�;�' heel cD ?t i l / vVdflD1.F" JAYSS O. •iLNIION, INC. - si'•• .�'f� CONSULTING SNGINSSNS ^Q POOTLANO ONSOON ate j� �_ F4 DESIGN OF RETAINING WALL Overall height of wall = 5.5 Ft. Height of retained soil = 5.5 Ft. --- Eq. fluid soil pressure = 30 Psf/Ft Permissable soil pressure under i toe =2000 Psi. Sliding friction coeff. conc. an soil = .4 and soil on soil= .5 Allow. lateral soil bearing pressure = 150 Psf/Ft Ht. of soil against toe = 10 Ins,Soil density = 110 Psi. Fc-3 Ksi, Iw Grade 40 steel Toe length =6 Ins. Heel length =12 Ins. Nall thickness =6 Ins. Footing thickness = 10 Ins. , LAT. LOAD 1 ARM it. MOMENT F a From retained soil 453.75 >< 1.83333333 = 831.815 I TOT. LAT. LOAD = 453.8 1 OVERTURNIN6 MOMENT = 831.9 F LOAD 1 ARM it. MOMENT i' Nt. of stem wall 412.5 X .75 = 309.315 Nt. of toe 62.5 X .25 = 15.625 Nt. 04 heel 125 X 1.5 = 187.5 Nt. of soil 513.333333 X 1.5 = 770 VERTICAL REACTION = 1113.3 1 RESISTING MOMENT = 1282.5 1' SAFETY FACTOR AGAINST OVERTURNING =1282.5/831.9 =1.54 , CHECK SLIDING 10" Resisting force from conc. on soil friction =1113.3X.4 -445.32 from passive soil pressure against toe = 52.08 - TOT. RESISTING FORCE 1497.4 t - 1 �• �� 1i' SAFETY FACTOR AGAINST SLIDING = 497.4/453.8 =1.1 CHECK SOIL PRESSURE UNDER TOE ; Resultant reaction act► 1 e= 11282.5 - 831.91/1113.3-.4 Ft. ( (fta. width) / 3 = .67 Ft. Soil pressure under toe = 1 X 1113.3 / 13 X .4) =1855.5 Psi. STEM KALI DESIGN Max. moment = 326.67 x 1.56 = 508.15 1'Pu/Ag - 6.81 SR = .9 - .20 X 6.81 / (.10 X 3000) - .695 Mu = 508.15 X 1.7/.895 = 965.2 1' d = 4.25 z - 3.85 As = 965.2 1 12/(40000 X 3.65) - .08 Si/Ft. V 1 butt. =326.67 X 1.1/.85 = 653.34 v - 653.341(12 X 4.25) = 12.8 Psi. v allow. =109.5 Psi. USE 14 1 18 Ins, O/C 1.5 Ins. clr. of backfill face HEEL DESIGN Max. factored moment = 494.19 Agit. Ft.- 494.19 1 .9 1 12 / 162 = 32,95Psi. ( Allow.Ft. = .65x5x54.8 = 178Psi. REINFORCINGIS NOT REQUIRED TOE DESIGN Max. factored moment - 347.74 Act. Ft.- 347.74 X .9 X 11 / 162 - 23.16 Psi. ( Allow. Ft.= .65 x 5 x 54.8 = 178 Psi. REINFORCINGIS NOT RE9UIRED