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11535 SW 67TH AVENUE-1 """ ""` THINK SAFETY •— READ INSTALLAI J �S ' r 1.. y r , 0 i 37 _7 �a L � �. w DK LOADS LIVE LOAD e`� PSF VtO LOAD,-4o- 119 P S F TO AL LOAD -iO PSF � N"�{-.+ +' �. �.4,_ -.-. ; �.r. +r ..—.• + .d s.., .. ':'r' .�. _ .:c:++-,�-:. . -'�:-i _ - ..:..3.,.. Yv.; ... +yYe., .a I' Itl 1711 1l"Irill I l II FII III SII 11rillI III 111 II1 Jill 1 I1I I1I III' I�1 tJi IIr, IItll SII f)I 1�1 III III III Ilt tll 11! SII SII Ali ill ►li TII (li III IIS III ili il� i�l """'"= I I !2 NOTE: IF THIS MICROFILMED - 2 3 4 5 6 7 8 9 10� '• DRAWING IS LESS CLEAR THAN THIS NOTI:Cii-"TT 15 DUE TO THE QUALITY OF THE ORIGINAL DRAWING. ---- -- --- ... - 24 31 - OE 6z 9? tz 9Z sz fz Ez zz 1 02 61 B1 tl til 21 bt EI 21 II 01 ' '6�'''�"" Q If 9 9 .�r bI E z +I-"-•-�'" - ��lt�lnllnn�uulun�unll►iI�IUIIm�lUlllltl�IlNllul�lulbfll�nNhuaJuuhul�mllun�flU)1u1�1u1111�I�ut111!11�IuIIItN�tlulNll 11HInil�ltnlffft,lllllttUtltllittll�11111111I�i111�a�f11�11n�uulull�llullnl�u11�11111�t1t1111111�1111�1�llU�IIUII111NWIUH JUNE 1992 .� 11535 SW 67TH AVENUE 3 l 1 Z h � i � j Y Lr I�`{ r •. ./ �i irk �.Y, • Q 40. /. 4j1 �; �, ,. • � • � of, } • 4- OD toLn 1•'' tr Ln 1; •• fes.' J / ' • + t • I i •�', r !r►.W a , -._. �( ♦y_ Y ,�.• !� r M� , tY }} �Cv�c,'�L+}� J��,.� �,` J �:�.J �1l-�F-• 51 }(? f( � *�,� Nt��llt,�• '.:.✓ �'1!lT.�,��1�•Ih.1 � � �f� ! 1-." fr(,{�,1.�x)4�� TS' .\'�tic�l�� , 't �'x �U 1,�,•� jf��,I� �1 r�.i � .t'r''/�,i 11./ `\ I •`�.�1� /�.y/ .,.`4,J �. '4{1ty! f!.��,F1 �' / .II =111MUMUt INS PEC NOTICE City of Tigard Building Department P.O. Box 23397 Coco. 41.3o igprd, 0-regon 97223 Ff,4 le $00vor _r-0 7'?l C' Phone: 639-4175 Type of 1psoection 7 Time A.M. P.M. DateRequested — Permit Address - Lot Owner Builder Tne Joll6wing Building Code deficiencies are required to be corrected: A pr, Pd mr,". Presented to Disapproved Inspector Date CALL POR REINSPECTION YES [ANO ARCHITECT LA 112 PORTLAND CENTER 1700 SW FOURTH AVENUE PORTLAND,OR 97201 503/227.4443 April 10, 1987 Mr, Tom Pleuscher Building Inspector City of Tigard P 0. Box 23397 Tigard,OR 97223 RE MERCER OFFICE BUILDING ROOF JO15T 5 Dear Tom Enclosed is a copy of the roof icists shop drawings by Trust Joist Corporation indicating the hole sizes and spacing allowed in the web of the joist. Throv 10"diameter duct penetrations occur in joists with a span of 24'-0". The table shows a 5'-6" minimum distance to end supports is required, leavinq a 13-0" wide area at the center of the joist for holes The duct penetrations are within this area and will not affect the joist's structural capability Please contact me if you have any further questions or concerns. Sincerely, Oary Oerbrd copy ltr only H &A Construction, Scott Oleson Health Physics NW, Ross Mercer encjosi.r8S eQ anted aboyb INSPECTION NOTICE City of Tigard Building Department P O. Box 23397 Tigard, Oregon 97223 .�; Phone: 639-4175 Type of Inspection _✓�7�� "�1�'� _ __�� _ __ 7 Dare Requested. o Time A.M. P.M. AddressL/ �✓ Permit #� Owner Lot # Builder The following Building Code det:ciencies are required to be corrected: i Presented to _ _ Approved Inspector -------__--_._. _ Disapproved Date 3 � CALL FOR REINSPECTION U YES ❑ NO w w w iwr w w w w w INSPECTION NOTICE City of Tigard Building Department ' P.O. Box 23397 Tigard, Oregon 97223 Phone. 639-4175 Type of Inspection � `..L ----------�-- Date Requestud ✓ .yT-iimm�e _i A.M. P.M. Address _ _`� /,[ Permit # � Lot Owner--- ---- ---------- -- � — Builder — ------ - , — The following Building Codi• deficiencies are required to be corrected: 22 4 Ad i jn --------- --- ---- i i - -- --- t- 7 --- Presented to _ Fi .1 pproved 1-ispector _ Disapproved Date --- CALL FOR REINSPF,CTION ❑ YES 1 1 NO #' HANICAL PERMIT Receipt# CITY OF TIGARD Rh07 A Permit# Description Table IA Mechanical Code CITY PRICE AMT City of Tigard 1) Permit Fee -0- -0- 10.00 13125 S.W. Hall Blvd. Fl 0. Box 23397 2) Supplemental Permit 3.00 Tigard, OR 97223 — -- F39 4175 1) F umace to 100,000 BTU 6.00 r i incl.ducts&vents _ - Fi Irnace 100,000 BTU 1 Y- 7.50 incl ducts&vents ' �� i Name of Development - ncl. Furnace —� - 6.00 incl.vent Job Address -� 4) Suspended heater,wall heater 6.00 or floor mounted heater Address Tax Lot Map No 5) Vent not incl.in 3.00 appliance permit Lot Block Subdivision -- t--— Name(or npme of business) 6) Repair of heating,refr I 6.00 cooling,absorrt;�n unitt _ rrCPr L) ___ Boiler 6.00 MailingAddreas _ PlwAlf -- 7) Owner / J L/ 7 i absorp.unit to 100,000 BTU Boiier or comp to 3 HP-15 HP 11.00 Ditylstate Zip _ 8) absorp.unit to 500,000 BTU r Boiler or comp 15-30 HP 9) 15.00 absorp.unit 11v-1 million Mailing Address Phone 10) Boiler or comp to 30-50 HP 22.50 absorp.unit 1 -1.75 million- r` r Contractor Boiler or comp to 50 HP 31.50 aly state ' Zi?; 11) absorp.unit 1,750,000 BTU - Air handling unit to 4.50 Stale Registration No City Bus,Tax No 12) 10,00x)CFM ✓ J % Air handling unit 7.50 I hereby acknowledge that 1 have read this application that the information given is 13) 10,000 CFM + _ orrecl,that I am the owner or oulhorized agent of the owner,that plans submitted are in —� I(Impliance with State lows,that I am registered with the State Builders Board,that the 14) Non portable 4.50 number given is correct(if exempt from State registration please give reason below) evaporate cooler 15) Vent'an connected 3.00 -- -- --__- to a single duct -_ - - - -- -- t 61 Ventilation system not 4.50 included in appliance permit 17) Hood served by 4.50 mechanical exhaust Sl"ure(owner or agent) _ Date 18) Domestic type 7.50 Describe work I I addition I 1 alteration I_ repair F1incinerator In be done residential I I non-residential 4] 1 g) Commercial or industrial 30.00 " type incinerator Existing use )f building properly ^__ 20) Other i.e.,woodstove,watAr 4.50 g or p ro p y ---- -- heater,solar,clothes dryer.;,etc. Proposed use of >V - �--- -��--� ---- building or property 1._� - ------ ---- 21) rias piping one to tour outlets 2 00 Type of fuel- oil I I natural gas 10 [1 electric I I 22) More than 4-per outlet N9Tfsi.� -------__ -------- SUB-TOTAL -- ---THIS PERMIT BECOMES NULL AND VOID IF WORK OR CON -""- "---- --- - STRUCTION AUTHORIZED IS NOT COMMENCED 'WITHIN 180 __ 4°h SURCHARGE LL UAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR PLAN REVIEW 25%OF SUB-TOTAL ABANDONED FOP A PERIOD OF 180 DAYS AT ANY TIME AFTER -- 'MAL WORK IS COMMENCED. Sp9cial Conditions - - Da*INued. - ■ t H & A CONSTRUCTION COMPANY P.O.Box 2375.-'"5/Tigard.Oregon 3722"73/[503]633-6146 DATE: ATTENTION: / ()tt-,_-9/A,/c, 4LeLf-e JOB NAME GENTLE' WE P,R SENDING YOU -, Attached f Under separate cover via - __ the following items: U Shop drawings 1 !w Prints i Plans 1-1 Samples ri Specifications C7 Copy of letter I Change order ! - ------ -- - -- ----- COPIES DATE N0. -DESCRIPTION THESE ARE TRANSMITTED as checked below: I.1 For approval 0 Approved as submitted ResubrTiit_____copies for approval or your use ❑ Approved as noted Submit_.._copies for distribution �1;?r'As requested i Returned for corrections Return corrected prints 0 For review and comment 11 ---- C_] FOR BIDS DUE I I PRINTS RETURNED AFTER LOAN TO US REMARKS COPY TO ----- _ SIGNED: _ .��t C_ •/�` _......._ FEB 9 RECD Cunsfru.Yinn In.1.crri..n K'NrLrcJ 7�.sfi Carlson Testing, Inc. PO Box 23814 I REPORT OF 6 x 12 Concrete TEST SPECIMENS rigxrd,Oregon 97223 Phone t503►684-3460 Date,Molded: 1 -30 , 19 87 Job No CP-3164 Permit Nc Client: H_& A Construct ion Cum Project: Mercer Of f i ce 8u i 1 d Address: _ 11535 S.W. 67th Contractor: N & A Costruct ion Co. _ Sub Controctor. Concrete Supplier: RQ.s1g; land Truck No. 15 Ticket No. __TSA 321?4 Cast By: B. 0x�no; Test Time. __. Load No. 2 Weather: —� Fair _ Temp. Nigh: ._ 50 38 _, Temp. Low. 4 Location of Placement: _ A 1 1 of inter,for s-,lab. _r Cu. Yds. -Concrete Temp - Strength Requirement: 3000 _ PSI Q' 28 days Slump __4 112'__Cement Type _ Mix No./No. Socks — _ Air Content __ Max. Aggregate ,_r3L4 Admix. Amount: lsk/yd extr*ond: _ cement _ Admix Amount: Brand: _ Set Test i Register Date Date _T Unit Total Area Unit Report No. Days Number Recd _ Test Wt. Load PSI No. I 7 5039 2-2 2 - 1 105,480 28.2 3730 1 d5038 2-2 2 -2 28.2 28 5038 2--2 2 -2 -- I 28.2 Remarks: _---- FEB 9 RUb 0priscructi,jr;Insfvction&Rt litral Tests Carlson 'Testing, Inc.. P.O.Box 23814 6 x 12 Concrete PEPORT OF TEST SPECIMENS Tigard,Oregon 97223 Phone(503)684-3460 Date Molded: 1 -30 19 8'j Job No 3 164 Permit Nc. ........ Chent H & A Construction Co. Project: —_ Mercer Office 8uiI.0jDcL_ Address: 11535 S.W. Filth Contractor: H & A Costruct ion Co. Sub Contractor: Concrete Supplier: — Ross Is land Truck No. Ticket No. T-432124 Cast By: B. 0 GcnfiQc• Te,,t Time: Load No. 2 Weather: Fair 50 38 Temp. High: _ _ Temp. Low: Location of Placement: All of interior slab. —Cu. Yds. Concrete Temp: Strength Requirement: 30DD______ PSI (a 28 -days Slump— 4 112" -Cement Type Mix No./No. Socks Air Content Max. Aggregate Admix. Amount; Iski'vd extr*ond; cement Admix. Amount: Brand- Set Test a Register Dote Date Unit Total Area i Unit Report No. Days Number Recd Test Wt. Load PSI No. 1 7 3038 2-21 2 0 28.2" 105,480 3730 1 28 5036 2-2 2 28.2" 28 5038 2 2 2 28.27 Remofks: CC: INSPECTION NOTICE City of Tigard Building Department P.U. Box 23397 Tigard, Oregon 97223 ^^ ..,,Phone: 639-4175 Type of Inspection Date Requested__-_ 2�- Time A.M. ✓F –P.M. Address It ✓J—5' 66_�_ Permit Owner Lot # Builder ------�,4 A— -- ---- --- The following Building Code deficiencies are required to be corrected: Presented toApproved Inspector ❑ Disapproved Date CALL FOR REINSPECTION Cl YES I=l NO WK INSPECTION NOTICE .y of Tigard Building Department P.O. Box 23397 Tigard, Oregon 97223 Phone: 639-4175 Type of Inspection Date Requested_ _ Time A.M. P.M. Address /L..i.L_-.L� A! ------- ---- Permit Owner__.. -- �[ -' _ Lot # _ Builder A-1 'A - �_— The following Building Code deficiencies are required to be corrected: Presented to Approved Inspector ✓ __... - _ - L� Disapproved Date -- CALL FOR REINSPF.,CTION C 1 YES ONO INSPECTION NOTICE ty of Tigard Building Department P.O. Box 23397 Tigard, Oregon 97223 Phone: 639-4175 Type of Inspection Date Requested �— Time_�—_ A.�1.�_P•M. Address ,�s3�— Permit Owner — _��(i'( Lot #_ __.— Builder The following B,,iilding Code deficiencies are required to be corrected: Presented to ___ _ _.___ I�I Approved Inspector — —_ I Disapproved f �.S Date -------- CALL FOR REINSPECTION CI YES f _1 NO ARCHITECT LA 112 PORTLAND CENTER 1700 SW FOURTH AVENUE PORTLAND,OR 97201 5031227"4443 December 4, 1986 Mr. Ed Walden, Building Inspector City of Tigard P. 0. Box 23397 Tigard, OR 97223 RE: MERCER OFFICE B111LD1NG PLAN REVIEW COMMENTS Dear Ed: This letter is to confirm our telephone conversation of December 3, 1986, regarding your plan review comments and their code interpretations. The west wall of the Mercer Office Building is 10'-0" from the west property lire. Table 5A, of the 1985 Uniform Building Code, requries this wall to be one hour fire resistive construction with protea ed openings less than 10'-011. Section 1709 Parapets )a) exception No. 3, "Walls where, due to location on property, un-)urtected openilgs are permitted", indicates a parapet is not required and therefore the non-combustible facing requirement (para- graph (b)) is also not required. The one hour fire resistive construction of the wall along the west property line will be maintaine:O.. along its full height. In addition, two alternatives to the t ee drywells for storm water drainage are being invests,,a.ted. One alterna- tive is to connect to the existing storm sewer system along Haines Road and another i9 an on-site drain field system. The contractor is investigating the costs at this time. Please contact me if my understanding of our discussion is not consistent with yours. if you have any further questions regarding this project, please feel free to contact me. Sincerely, f ?yVeard GG:mb c: H & A Construction Ross Mercer INSPECTION NOTICE City of Tigard Building Department P.O. Box 23397 Tigard, Oregun 97223 Phone: 639-4175 Type of Inspection _ FM _ Date Requested Time _ A.M. — P.M. Address _ /33 _ ` _ —___ Permit #_ _ Owner Lot # _ Builder —The fellowing Building Code deficiencies are required to be corrected: I i Presented to _ — _ �f Approved Inspector Disapproved Date Z" 'j00'— CALL CALL FOR REINSPECTION i Gl YES L_] NO I I r r INSPECTION NOTICE City of Tigara Building Department P.O. Box 23397 Tigard, Oregon 97223 Phone: 639-4175 Type of Inspection Date Requested Time A.M. P.M. L/ Address _zy Permit Owner Lot — Builder _-- -j - The following Building Code deficiencies are required to k% corrected: Presented to �Approved Impactornisapprovea -7 Date ............. 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'A _ � - 7 3 Er LL v O W 3 "W lFiff C 1 O�j 7 cG 4�iD rD tD co - ' ,_ 1 m 77 fi a alvr�+ I� �h n n 1r 6 Vi i ? W 3 nr. nr: Z o Ua 2 pcidir+iod i 14, AJr br�bbt6�DRn+�.nm�� a � � 27 z� Z $14, 2 e�$°'n'n a Its N! a E ra w �Q Q. QQ �t w � _ f� -_ { Q .. Q uj o , E F- N N tpi N �M f O a - -,t---t11 tb$116,tb 12 N LU LO O O N 00 60 oo In c-4 V CV v c7 lD a s v O �NNN N N CV N�1 t�1 1�f�t�f t� A 4 v ~ C e Q Oar ar rgQM�'7 4 PrnIlk 4nr1 N (+l O [ e11r) rn1 O O . w A w > x E K Ep x E x E B R O � / , h 7 4 t4 TT T T T 999 C? Nr�N m V m U co U m U yy \`��/� - - S E W 9QC? 9 i �rrr WWW 4� R 4'? aPgg9 �^ V. LL �� "' rCy (J tt U N p u ' rSis - f N tI n b 01 O N ^ In 10 N z U' rl v E f — - -! X co zLL �_ 1333 NI NVdS LL zry � , gQ u go z"tea x � � 9 W — In is z F y O9 W _ N 1 M N • ;t ; St I� iCL s m $ E LAJ Ct� t; e2 x ARCHITECT LA 112 PORTLAND CENTER 1700 SW FOURTH AVENUE i PORTLAND,OR 97201 50312274443 �/ 1 November 19, 1956 e 7 Mr. Randy Clarno a Engineering Service,, Manager �f'C�d��u •v Lloirr� ��. Community Development Department CITY OF TIGARD 13125 SW Hall Blvd. Tigard,Oregon 97223 RE MERCER OFFICE BUILDING Dear Mr.Clarno As we discussed, I writing to 5;;sure you that the required documents, ,.o record the dedication of a portion of the NW corner- of our site and the City vacation of S'of SW 67th Ave. with the area between our North property line and Haines Street, are in the process of being prepared for submission to the City. I met with Health Physics Northwest, Owners of the project and site, and they have authorized me to complete the required documents and have them submitted to the City within the next 30 days. We recognize that if the required docurnents have not been submitted by then,the City has line right to issue a atop work order until the the docum6b are subtTiitted. At this time, we do not foresee any problems executing our obligation to the City within this time frame and look forward to working with the City to acccomplish this goal Our surveyor, Johnnie Summers, has been asked to contact you for the specific requirements and to inform us of the the scope of work required If he has not made contact with you within the few days, please let me know as soon as it is convenient We appreciate yoll working with us to get this project underway. Please let me know if you require anything else at this time Sincerely, J , AIA Cop-, Health Physics Northwest Heaet'h Physics Northwest septaTber 29, 1986 City of Tigard To Wham It May Concern: Tne office of Architects L.A. has been hired to design and implant the Mercer Office Building. We have endorsed the project and they will be handling all submittals on our behalf with the city and any other bureaucracy necessary. 1 ! Ross L. Mercer, *d.Sc. Health Physicist RO. Box 87, West Linn, Oregoo 97068 (503) 6575226 APPROVED NOV 2 51986 I� CIA,P TLfF. FOP, PRODUCTIO l A� S •i A + TRUS JOIST ®" CORPORATION DRAWN CHECKED DATE DATE REVISED ORDER NO. '4; By DATE By By CSE I�r76L Nhf _ Il lv ph-e II.n.&v T-&#- 1031 �j SS-114-UM w w s p W E P 6T1 F FEN E K Su MF6K FleLD At)rA" 40 'i i HANGIF-R SY MFK `.` 2x Cv �TlJT7 W/ � 2x LE��CfC A MATERIAL � INS JQISY CORRA TIQN TA* JOIST�E'��E$ � {r # _,... lbs L1ic Ifi�tA ;;Lined IMd ' .. ` ,. t QtY;• 0ep", ter, �-Fs�t ` !..Lro� T.pt, \��.t. Level 1o►Qi* r►+y 04 wk r. 1 �', qz" t•,�/�.,.Y• �t. art.�w �.Y•f +• � �t. �\ .'F�• 11 II ....a.r. �•ra,-- .:icy , t, 1C r •--.�.�-...�.�..�. ,t •r �. 1 r �y '�� i t'r Rw` t 1•�'��1l� °'1 :��z Kilt PtN 'T _.i,�i+aG...� � ' �.,.•a' ' 4`17 y 41. �'t , V 'T f , � w .�i .� ' J � _ -'^ t � q�T.1 --�•- r- •- / �t,,,,•r1,• i t4 ,, LIST OF e�►GCESSO ES -r.�.... T.r.�, < ,•�-••r«-....:-.....tet.. :\'. DesctiDtion .a,. r• Pis+at •+�',On"1ption,P,' •,` !, , + r� �1/v i1�+� 7�i,,. �� .,�./Vdw�i1� �� tr. :`.•w�'.......'....�.�.",�w"`++ -, ti,�1 .►\'f_ �..'�7� ��y1L �.�n * 1.�- .t .- IT.,. rrt \ YJ .L..�..��a.� t^ tJ Mp1UtKt1$ItlQ yob Na"�'..�frf�"'.n+► i .• T ., • , 'Job No....��, //41�it'1� ,a6iL+<9•`:a► !! _ 1 1 , .wd Lofy1iOt1 1 �1 i/!��• a.•r .. � 1RUP. HUI HK PROUVE KIRIN P.O. BOX 127 • TUALATIN, OREGON 97062 • ?HONE 682-2601 H .ALTI-:. PHYSTCC N. W. November 4, 19136 1. j535 SW 67 AV Tl Cll"'i OFTIG-API) 19941- 1 2—F2T) -13`V•-000 Insp. Type RBF Dear N z A Construction Co. This is e1 Fire and Life '.'Afety Plan Review and is based on the 1535 editions of the Fire and Life Safety Code (UBC ) , Mechanical Fire and I._ife Safety Code (UMC ) , Uniform Fire ,-odN (UI C ' , and ether to al ordinances and regulations. Pro•,eide fire hydrant location so that no part of a commer- ciai building is more than 250 feet from a hydrant. UFC 10 3CD1 ( V ) r;ot less than one ( 1 ) approved fire extinguisher with rating of not les-:, than -A: 10-0: C shall be provided for each 3- 00o square feet of °loor area or fraction thereof. The travel distance to an e, x.tirlg•-fisher from any portion of the building shall not exceed 75 feet UFC Standard 10-1 Submitted plans are approved for construction subject to the above noted items being addressed /ApprQval of submitted plans is not an approval of omissions or oversights by th ; I office cr of nun-cowpliance l.;ith any applicalbl? regulations of local government, If you desire a conFerence regarding this plan review or if t;ou have n,:ces'lions, vlease feel freF to contact me at ( 503) 6k12-2601 . i 5inc%?re1�-, Bob Hunt Fire Prev"ntIO11 10ureau CITY OF TIGARD �k 638.4171 6404 BUILDING PERMIT Insp. Line 639-4175 DATENO1tel,ber 3600 1U0 TAX MAP LOT NO. _—SUBDIVISION OWNER_ _lealth Vhysicx Norlltwest JOBADDRESS 11535 Siv 6/th Mta. BUILDER fl- 6 _AVC.AnntTuctionSTATE REG,NO. __ - EXP,DATE BUILDER'S PHONE 639-6148 --- - ARCHITECT Larry Abell PHONE 11-444.3 OTHER STRUCTURE ] NEW ❑ REMODEI_ IA ADDITION F] REPAIR C MOVE OTHER L7 DEMOLITION 1 RESIDENCE Thi COMM 17 EDUCA'I ION n IND ❑ RELIGIOUS I ACCESSORY GARAGE I OTHER 1 FENCE OCCUPANCY !2 LAND USE ZONE `'t__BLDG.TYPE 5N FIRE ZONE PLAN CHECK BY �'1" HEAT dpi ..QF,NL&Uri n....W hitildinu fnr ofiic s,_ all uer akuroutu glans and cuuM 6-.- SU0j CL Ln ! I':, f( view. mite work iacluried--paving, grading, concrete works, storm uraius and landscayirI6. SEWERPERMITM 29195 (1t.u) is traps 1 baths 4U 2U x f i524 OCC.LOAD FLOOR LOAD HEIGHT NO STORIES AREA NO BEDROOMS VAL ''Dock ID� BUILDING DEPARTMENT SETBACKS FRONT " ` REAR plans LEFTSIDE RIGHT SIDE Permit � 545.50 � THIS PERMIT IS ISSUED SUBJECT TO THE REGULATIONS CONTAINED IN THE BUILDING CODE, ZONING (REGULATIONS AND ALL APPLICABLE CODES AND ORDINANCES, AND IT IS HERERY AGREED THAT THE Plan Check 354.58 ---WORK WILL BE DONE IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS AND IN COMPLIANCE TkFU WITH ALL APPLICABLE CODES AND ORDINANCES. THE ISSUANCE OF THIS PERMIT DOES NUT WAIVE PI.Ck.Fire 218.20 RESTRICTIVE COVENANTS. CONTRACTOR AND SUB CONTRACTORS TO HAVE CURRENT CITY BUSINESS TAX PERMITS.SEPARATE PER TS REQUIRED FORSEWER,PLUMBING AND HEATING. State Tax 21162_ :y ut l:�u•I;U SDC— t3UU.Ut1 (10 b�j��• f�''' Total 1,141!•10 ---- AhPL A'. Ii�O T I�repd� S 12.711 d PDca Bat.Due -567.32 1 Receipt No. ADADDRE8 _ V v H J Issued By_-,—. -.,Approved By _ DATE INSP. TYPE INSPECTIO —� REMARKS PLUMBING DATE Contactor Vya (• �-�, P 1 Permit No. �� , - E�t.�`— ` --— Rough in Fixture Final -- - ' HEATING 'f.� R Contractor N ♦ JOS Z.23•O —9_ f Permit No. Y(p, Gas or Oil 31 Rough-in Uzi3 —�--- Final — Z — — - SEWER — ^z Final DRIVEWAY % i_ Final --- -- !�' rm Drainage (Rain Drain)Final Sidewalk Curb&Street Final Approach BLDG.DEPT.FINAL TEMPORARY CERTIFICATE OCCUPANCY Final CERTFICATE OCCUPANCY - --- Landscaping Zoning Final I I ... _. .. ,...,...... ........... ....................................r.ei..HHs.sINHs.k..,.,...........,....,....... ....... . 7 CITY OF TIGARD NOTICE OF DECISION SITE DEVELOPMENT REVIEW 3DR 18-86 APPLICATION: Request by Health Physics NW to construct a 3,460 square foot office building on property zoned C-P (Commercial Professional) and located at 11535 SW 67th Avenue (WTCM 1S1 36DD, Tax Lot 7UI). DECISION: Notice is hereby given that the Planning Director for the City of Tigard has APPROVED the above described applications aubject to certain conditions. Tne findings and conclusions on which the Director based his decintor are as noted below. A. FINDING OF FACT 1 . Background Information No precious land use applications have been reviewed by the City regarding this property. 2. Vicinity Information All surrounding peoperties are zoned C-P (Commercial Professiona...). Haines Street abuts the subject property to the north, a residence lies on the east aide of 67th Avenue, a church occupies the land to the south, and a vacant parcel is immediately west. 3. Site Infirmation and Proposal Deacri.ption The property is occupied by a single family residence which La to be temc-.ed to allow for the construction of a one story, 3,460 square foot office building and parking area. The project will have one driveway access onto 67th Avenue. The applicant intends to preserve the majority of the -reel on the site. 4. Agency and NPO Comwents The Engineering Divtsion has the following commentn: a. The assessments for a sanitary sewer local. improvement distrtct (No. 42) must be paid prior to d,.velopment. b. The cut-de-aac adjacent to the northeast corner of the property does not meet City standards. Because the cul-de-sac was recently installed and low traffic volumes are expected, the Division hap no objection to retaining it with fire district approval. C. The guardrail, pavement, ani curb along SW Haines Street needs to be illustrated to determine the need for easements or riht-of-way dedication along thr- frontage. NOTICE OF PECISION - SDR 18-86/HEALTH PHYSICS - PAGE 1 a �r d. Half street improvements should be provided along the 67th Avenue and Haines Street frontage. The only remaining improvement on Haines Street is a sidewalk, the design of which should be approved by the State Highwzv Division. e. The method for disposing of storm drainage on both the site and 67th Avenue needs to be clarified further by the applicant. The Building Inspection Division, NPO A, and Metzger Water District have no objection to the proposal. No other comments have been r�celved. B. ANALYSIS AND oNCLUSION The proposed project is consistent with Community Development Code requirements relating to setbacks, building height, Mxi,eum lot coverage, and access. Additional information or modifications will need to be presented regarding parki.ng and landscaping. 1. Parking The code requires that one parking space be ,,rovided for every 350 square feet of gross floor area for office use. At 3,460 square feet, the proposed building will require ten parking spaces instead of the nine shown on the site plan. All other aspects of the parking plan, including handicapped and bicycle parking, cunform with City standards. 2. Landscaping The Code requires the placement of street trees along property str(:et frontage with a spacing of 20 to 40 feet, depending upon the matc:I-e size of the trees planted. The gr::und cover to be used on the site han not been identified. The parking .area wiJ need some vegetative screening from 67th Avenue (e.g. berm, shrubb_ry, trees). An amended landscaping plan should be submitted w}tich cjvers there items. C. DECISION The Planning Director approves SDR 1d-86 subject to the 'ollowing conditions: 1. UNLESS OTHERWISE NOTED, ALL CONDITIONS SHALL BE MET PRIOR TO ISSUANCE 017 BUILDING PERMITS. 2. Standard half-street improvements including sidewalk, curb, streetlight(s), driveway apron, storm drainage, mailbox �luater, and utilities shall be installed along the SW 67th Avenue frontage. Said improvements along SW 67th Avent-c be built. to City local street standards and conform to the alignment of existing adjacent Improvements; sidewalk shall extend to SW Haines; guardrail modification shall be done to provide for a pedestrian orening to 3W Haines. NOTICE OF DECIS?ON - SDR 18-86/HEALTH PHYSICS - PAGE 2 3. Standard half-street improvements including sidewalks, storm drainage and utilities shall be installed along the SW Haines Street frontage. Said improvements shall be approved by the State Highway Division and conform to the alignment of existing adjacent improvements. 4. Five (5) sets of plan-profile public impr ,vement construction plans an.i one (1) itemized construction cost estimate, stamped by a Registered Professional Civil Engineer, 3etailing all proposed public improvements e'_all be submitted to the Englneering Section for approval. 5. Construction of proposed public improvements shall aot commence until after the Engineering Section has issued approved public improvement plans. The Section will require posting of a 100% Performance Bond, the payment of a permit fee and a streetlight fee. Also, the execution of a street opening permit shall occur prior to, or concurrently with the issuance of approved public improvement plans. SEE THE ENCLOSED HANDOUT GIVING MORE SPECIFIC INFORMATION REGARDING FEE SCHEDULES, BONDING, ANn AGREEMENTS. 6. Additional right-of-way shall be dedicated to the Public along the Haines :street frontage to increase the right-o -way as necessary to accommodate the sidewalk noted iu Condition 3. above. The description for said dedication shall be tie to the existing right-of-way centerline as established by the State Highway Division. The dedication document shall be on City forms and approved by the Engineering Section. DEDICATION FORMS AND INSTRUCTIONS ARE ENCLOSED. 7. A revised site/landscaping plan shall be submitted for Planning Director approval which includes: a. A minimum of 10 parking spaces. b. Street trees along the 67th Avenue and Haines Street frontage that meet City standards. C, Vegetative screening between the parking area and 67th Avenue. d. Identification of ground cover and planter materials. A. Written approval from Tualatin Rural. Fire Protection District shall. be obtained by the applicant and provided to the City fur confirmation of adequacy of the cul--de-sac radius for mauuvering of emergency equipment, prior to City issuance of any plan approvals. I 9. Applicant shall provide for adequate drainage within the roadway. Aditistment of manholes or other utility facilities shall be the applicant's responsibility. 10. Applicant shall connect to the sanitary sewer. system. 11. This apprr-al Li valid if exercised within one year of the final decision date no.-.ed below. NOTICE OF DECISION - SDR 18-86!HEALTH PHYSICS - PAGE 3 D. PROCEDURE 1. Notice: Notice was published in the newspaper, posted at City Hall and mailed to: XX Tiie applicant & owners XX Owners of record within the required distance XX The affected Neighborhood Planning Organization XX Affected governmental agencies 2. Final Decision: THE DECISION SHALL BE FINAL ON November 11, 1986 UNLESS AN APPEAL IS FILED. 3. Appeal: Any party to the decision may appeal this decision in accordance with Section 18.32.290(A) and Section 18.32.370 of the Community Development Code which provides that a written appeal must be filed with the CITY RECORDER within 10 days after notice is given, and sent. The deadline for filing of an appeal is 3:30 P.M. November 11, 1986. 4. Questions: Tf you have any questions, please call the City of Tigard Planning Department, Tigard. City Hall, 13125 SW Hall Blvd. , PO Box 23397, Tigard, Oregon 97223, 639-4171. PREPARED UA Keith S. Liden Senior PI ner DATE / >' _ Q -1/ William A. Monahan, Director of Community Development DA E APPROVED (KS1,:bs200) J. + _ i NOVICE Ok DECISION - SPR 18-86/HEALTH PHYSICS - PAGE 4 rw i CITY OF TF 74 RD N o. 17727 13125 S.W. HALL BLVD. //// `7, / P.O. BOX 23397 Date e:z-7 --r=—�T TIGARD,OR 97223 O Name Address Lot Block/Map SubdivisionlAddress Permit #'s Bldg. Plumb as Check Sower Other (Jther Rec. By Acct. No. Description Amount 10.432Bulldln Permit Fees 10.431.600 Plumbing Permit Feea 10.431.601 Mechanical Permit Fees 10230.501 State Bldg. Tax 10.433 Plans Check Fee q� I 30.443 _ Sewer Connection 30.444 Sewer 1pap action 51.448 Street Syst. Dev. Charge 52.449.610 Parks I Syst. Dev. Charge 52.449.620 Parks II Syst. Dev. Charge _ 3i450 Siorm Drainage Syst. Dev. Charge _ 10-436Business Tax _ 10.034 Alarm Permit 10.227 10-455- F. as .Traffic/Misdi Parking 10.230• CPTH Traffic/K"3d/Vic, Asat. 10.4.56 Indigent Defense 3G 122 401 Sewer Servicel_USA 30-122.402 Sewer Seii,ice/City 30% _^_ _v 30.123 Sewer Sevice/City Main-. --So---1 25 Unmatched _ 31.124 Storm Drainage �b4 -- Bancro t r-I—n. Pymt. 40.471 Bancrott In- nt� y� mt. - R+, PERMIT 0 PLAN CHECK BUILDING RECEIP'l N Al t E: Otr 'l a N Lel D A f E;: ADDRESS & LOT 11 & '.iiIB MSION NAME: I ( 35 $r..J C, vc,r. 1) DF.S:RLPTION AMOUNT 1.0-432 Iluildtng Permit Fees 10-431-600 Plumbing Permit Fees 4 __ 10-431-501 Mechanical Permit Fees -- 10-230-501 State Building Tax 3 _11-433 Plans Check Fee ---- t 30-443 Sewer Connection (2Cz) 30-102 Sewer Connection (80%) 30-444 Sewer Inspection 51-448 Street System Dev. Charge (SDC) _ 3 9 52-444-610 Parks I System Dev. Charge (PDC) y y 51-4G9-620 Parks II System Dev. Charge (PDC) 31-450 Storm Drainage System rev. Chrg (SSDC) 10-230-505 (. ED 10-435 TRFD ( 5X) -- 10-230-506 Washington County Fire #1 8 10-435 Washington County Fire 111 ( 5X) a d TO 1'A 1, 7 0 p► (Separate Check for l.rron Nr 1 rlht:ta 41 50.(11)) . 1 hr/t "_14P) y W T 6383 CITY OF TIGARD 639.4171 luny Uas 639-4113 DATE C-"ober 27 1966 BUILDING PERMIT 1.�1-36UD 7UO i� %-24 B k3• West TAX MAP LOT NO. _ IVISIgrtl$nd-tft OWNER-_ X"s Aercer _ JOB ADDF,ESS .1159.5 SW 67th AV" - g -R Col'nower De MDlitiou – — STATE REG.N7. _5C429 EXP.DATE 6/k�/87 " B ILUER'S PHONE __ _ 1639-2111 ARCHITECT __ PHONE _ OTHER STRUCTURE I I NEW REMODEL U ADDITION [! REPAIR MOVE OTHEF ` DEMOLITION `'1'RESIDENCE 1 COMM I EDUCATION ❑ ;ND i REb6I0US 1 ACCESSORY LI GARAGE OTHER FENCE O,CUR,NCY _LAND USE ZONE. BLDG.TYPE FIRE ZONE .PLAN CHECK BY_^ HEAT _ ije"nolisi-i existiu,; residence. Cap sewer lines/till septic tank (Aj pump;. keep roads Lree of debris and dirt. Cap allutility linos. SEWER PERMiT# OCC.LOAD _F_LOOR LOAD _H_EIGHT NO STORIES AREA NO.[BEDROOMS VALDE = BUILDING DEPARTMENT_� _sET RACKS FRONT REAR LEFT SIDE RIGHT SIDE P _ 15.140 !THIS PERMIT IS ISSUED SUBJECT TO THE REGULATIONS CONTAINED IN THE PU:LnING CODE, ZONING – REGULATIONS AND ALL APPLICABLE CODES AND ORDINANCES, AND Il IS HEREBY AGREED THAT THE Plen Check WORK WILL BE DONE IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS AND IN COMPLIANCE WITH ALL APPLICABLE CODES AND ORDINANCES. THE ISSUANCE OF THIS PERMIT DOES NOT WAIVE PI.Ck.Fire RESTRICTIVE COVENANTS. CONTRACTOR AND SUB CONT9ACTORS TO HAVE CURRENT CITY BUSINESS _ TAX PERMITS.SEPA.IATE PERMITS REQUIRED FOR:,EWER,PLUMBING AND HEATINr:. State Tax .614 _.._. . -- SDC – _ Total 15. 0PDC# AP RAO N `� -._ --_" -- 1 .. Receipt Na.I Bel.Due rfv�+ls-+c (L,..c' -- _ Issued By—.— - Apprsysd Hy «....a., -..,.--".a.�.......w..-;t,..... ,.. ., ............w.,,... ... ..._..; .._..,...,L........_..a..r,w..r..,......, ..w,..�......r.....,..c..M_...�:...w.............�.w....rb.....,...,...+.. DATE INSP. TYPE iNSPECTION REMARKS —PLUMBING DATE Contractor Peanit No. — —• ---` ---' —-- Rough-in — -- —__-- —�—— -- ---- Fixture Final — HEATING Contracto. Pe,mit No. — -- -- ---- -- ---- Gas or Oil i —_. � -- ----- Hough-in — — __—__—� ------------- — Final SEWER _ Final DRIVEWAY — — Final --- ��--- -- ---- ----- -- — Storm Drainage (Rain Drain)Final ----— — --_ - -— ---- -- Sidewalk -- -- Curb S Street Final - ------ ---- ----- APpronrh Ftl.uta.DEPT.FINAL-- TEMPORARY CERTIFir ATE OCCUPANCY ,Final CERTIFICATE OCCUPANCY -- -- Landscaping Zoning Final CITY OF TICARD BUILDIN:; DEPARTMENT PLAN CHECK NO. :i� PLAN CHECK APPLICATION DATE RECEIVED: P.O. Box 23397, Tigard OR 97223 P/C DEPOSIT PAID: J This is to' certify that the attached -�d sets of plans have been submitted for plan check pursuant to the Oregon Structural Code and Fire 6 Life Safety Code, �3 _`� edition. I � �,� / PROPERTY OWNER: ,J-7, n' Lk" OWNER'S ADDR::SS: _ CONTRACTOR: fJ �� .`t TELEPHONE: - JOB ADDRESS: SIS<-� �" LOT NO. 6 MAP: DESCRIPTION OF WORK: Approvals Required SPECIAL NOTES l� Planning Dept. O Reissue OEngineering Dept . O Flood Plain/Sensitive Lands 0 Fire District O Sewer Availability OOther Other Items Required List of subcontractors (DBusiness Tax �? Calculations OTruss Details OParking Plan 0 Landscape Plan 0 Other COMMENTS: City of Tigard )Iuilding Department BY: c_ CITY OF TIGARD 639-4171 DATE BUILDING PERMIT ,- /X 3, NOT NO. �� Sue DIVISION TAX MA. OWNER__ ��--TR HYS Not W � JOSADORESS BUILDER i /`� C:Q� 2 � d1` 6TATt REG.r!J. _ EXP.a%TE --- BUILDER'S P:,JNE r2 o (c I 'T .-Z 7. 4 KW� _OTHER __-- ARCHITECT_ [zGNlt-�.Lr' LA �►BULPHONE -- — ----- - STRUCTURE VNEW ❑ REMODEL U ADDITION ❑ REPA'F. ❑ MOVE U OTHER 0 OEMOLITION Cl RESIDENCE COMM Cl EDUCATION ❑ IND ❑ RELIGIOUS O ACCESSORY L GARAGE C) OTHER U FENCL OCCUPANCY LAND USE ZONE BLDG.TYPE L `IRE ZANE-! PUN CHECK BY HEAP G J; '74S SEWER PERMIT A - _-- T ,� Ltl� Al OCC.LOAD FLOOR lOAO T Q '- HEIGNLI�7- NO.STORIES AREA 1 NO.BEDROO►.IS T BUILDING DEPARTMENT LEFT SIDE RIGHT SIDE SFT BACKS FRONT Permit THIS PERMIT tS ISSUED SUBJECT TO THE REGULATIONS CONTAINED IN THE BUILDING COOS. ZONING REGULATIONS AMD ALL APPLICABLE CODES AND ORDINANCES,AND IT IS HEREBY AGREED THAT THt Ptan Cfleck .1j s 7 I -k WORK WILL BE DONE IN ACCORDANCE WITH TI/E PLANS AND SPEdF1CAT10MS AMD IN COMPLtANCt WITH ALL AKLICABLE COOES AND ORDINANCES. THE ISSJANCE OF THIS PERMIT DOES NOT WAN/L P1,CIL Flr� -)^U RESTRICTIVE COVENANTS. - AGION AND SUB CONTRACTORS TO NAVE CURRENT CITY GUSINESS y TAX PERMITS.SEPARATE�APLT R IRE01.0 ER. LUMB�IIO AND HEATING]. State Tex_ Total r SDC- 4440 ,.F / Prepd. 7 � 1 a 2 E7' Receipt No AD A Bal.Due �� -� 3 1 -- --- IuuedBY-- --Approved By -- 1-7 ---- - SSDc Soc ... G, n- _..- _ a �Poc a SEWER CONNECT ON �5 !A SEWER INSPE..CTION : S—D loll SEWER SURCHARGE J/ -#-O ' IL" p �t 333 C o mm e s t e. ---�---- a-rmuc-ruF:;rAL- CAL-CLIL-A-r x nNa ME:MC--I=-F;t OF=F= X (--EE nU X 1--D X NO -r x OAMI:) C3F:tE;-*13C3N ARGhI I -rS:C-y L-A 6272 REGON �F�R� iz, �q`oQ � W. P' TEEMOUM INC - E3W aF=C:UNo F-C3 FZ-1 L-A N E> C3 Ft FE C3 C3 N c?-7 2-P C)At w "W7 t � i to s Q , 41 14 S %Ll L\1 Ll 1p- z---•�_�--T. , - rso 41 pl 4 �1 P V ' f a � Fy I 2«,�, mak,►s� �1 � ��. �. __�:5c`�d__._�__— tzar, sco►�ar�,G .)o,s�t. �.,6lEatttC�.l.zc ' � " _'�_ �--6_. I ' C��__CH64E�sL SEd+K.r[ - _.. C`,P�c.�S�i_ ..� t'ZCc, t.10��. . �"[r�:SL...t�1-1�4 �;rc.�•�1-.�2. � L Tt. -�-� -�--�-. WN XMF Lr*Lr 1 2co - -- --- L LIL `. Ls 7 +i 'r te V 4=0tA .J tj -1- �'1 P.oc.►Mse 'SPAN i �'4+ �itS - - _ 10 )nom_ r'!E• pi x C.ip,rc. tt t_ 4 -� - -1 LO'Aa (l�SCt !/Z x (,2A♦Z.C1��4V ...____ .��+�r/M _ -�...._ I L6% ia.ao iz-C 000 /.is Cz4vo� S - 5 ! +a .,.5 �• C�ao�7 - t �oa ,ts(�d5� s Cc4,f3 _ _._, , i.__j_ �. �._ i _.11fi 20)° 72 S '/2.30_ bFj4`(I�7G�t�C7":� IAjI ey� I p•�� i'�3fc'a �.._ - - I i i P I �t,EI7w�G -ogC SGC__C 4,�VQinIC� 6!7 4 60. JAMES Q PIERSON. INC --- '�, IA\ f CONSULTING 1141011411111106Od• ,� b�Qt ' \��` -- 14 l��` . W,Li PORTLAND OREGON MATERIAL AND FINISH: LE'• -;4 Gauge Galvanized Steel B,BL.HB&HBL -12 Gauge Galvanized Steel HHB 8 HHBL -7 Gauge Steel.Finished with Prime Quality Simpson Grey,Linear Polymer Coating.Option Hot-Dip Galvanizing-Speciy HOG FASTENERS: N54A -1/4"Diameter x 21/2"annular ring shank nail-included N20A -20d x IVV annular ring shank nail-included �2� 1 10d -10d and 10d x 1 W nails-not included iY 16d -16d standard-not included MODEL T mm sin GEN OIMENsION FAITlNEM AL1pWA1lE 10A0N ' - " IOOU/L!'ISO M N / MUCIA JOLT HANGER•I.C.1,0.•• ALLOWA_ELEJ01_eT•_RLl1E 10F FACE NORMA MAxIMUM NORMAL 1Y111 1_ 2-N20A 2•N20A _?-10d _1305_ 2560 756 _915 Btt TJI 25_11, 175- 1 2_ 2-NN20A 2 N20A 2•tod_ _ 2305 2560 957 1191 11 09 2TJI 2579((2!_ 3*,,'_ 9 [ 2' 2-N20A 2 N20A 2•t0d 2305 2580 1512 _ ie90 811.1 TJ1 25XI1' 121 3••' 11',' 2" 2•N20A 2 N20A 2410d 2305 2580 1906 2383 i 1.87)10 TJI 3SX•10 2`, 10' 2" 2.16d 2.16d 2+0d�1 1370 1550 1150 1 36 1.13512 TJ1135X•12 241 tr ! 2•tt)d 2.15d 2.10da1' 1870 1550 1441 1800 1.5751/ TJIr3lx•11 T'r ' 11• r 2.1Sd I'r1 2.101111'41 1370 1550 1180 2075 11851/ TJI;3Sx•11 2'r ' is�. ! Y•16d 2.1Sd I.1p01'1 1370 1550 1000 1.1 J + H?510 TJ1 359-102'., 10'_ 2' 2 N20A 2 N20A 2-1001', 2085 2550 1150 1436 B3512� TJI 35K 12_ 2111. 17 2" 2 N1UA 2 N20A 2.10W , 2085 __2560 1110 1800 T_J1 35X•0 2' 1 U' 2' 2 N20A 2 N20A 2-10W 1 2085 2560 _ 1660__ 2075 I 87516 ---TJi 35x•18 I N20A _ I 10d.1, 2581 3155 2110_ 261-5 87520 TJI 35X20 2'� 1 420A 2 N20A 40001' 2567 _3155 2360 2975 /15822 T•nr36x-22 r' 2r r 2-N20A Z•N244 tOdAt" 2810 25110 2620 '3275 61.3521 TJU36x-21 Pr ' 2r r 2•N20A 2•N20A /1pdXl" 2310 2560 2560 3575 /- !1.3521. 71736x•20 26' 2 N20A is Ij 2-11120A 4-10d11'r 2310 2560 3100 Ik 81521 TJ1 35X11 2' 22 2 1 Wl A 4 N20A 4 10dot 1770 3116 2670 7275 1761 TJU3Sx•YI Ir r• t•N20A 1•R20A 4-10dK1'7 2170 3/M 2110 •- 15711 13526 tJU35X r' 2e T'; 2-N20A 4-14120A 4-'Odx1': 2770 3116 3100 Se15 HB !3528 TJIr3SX2e 217 • 11' r I N2011 1-N20A 4-IOd.1' 2170 3111 3150 19_6 /530 )71!35X•30 30' I' ' 2-N20A 4-NZOA 1 tOdKi' 1770 63900. z H63524 TJI 35X21 2' ,- _1/_ _7_ -4-N20A 6-N20A 1•t0dlt j 1000 4000 2880 3515 - - - H87516- TJI 35X26 21 ' 25' J_ I N20A 6.N20A 4 10W 1 1000 1000 3100 3675 u s1B TJI 351.21 2'y_ 26 J" t/N'OA 6.N20A 1 10di1.4 _4000 4000 4 3150 3936 10 TJI 35X]0 2`,• 30' 3, 4 N20A 6 N20A 5-+0e.1 4000 4000 3000] 3750 835102 TJIr3SK•tOK2 14• 17 r 2•N20A 2•N20A I•tOd 1308 2560 2300 1Tf0' 83512.2 TJI 36X•12! 41/.* 1 r T•N20A T•N20A 2.10d2305 SSW 21.10 98511•? TJI'�91.14 YI' 1r ±' 1•NlOA A•N10A _ _2.10d 3We. __3155 ulo, 1 H83510 2 TJI 35X 10121 41,' +0 2'1_ .2-N20A 4 N20A 4 N20A 3116 3116 13C] _ 2875 _ 75 HB1512 2 TJI 35X•12121 V. 12' 2j: 1120A 8 N20A 4 N20A 4000 _1000 1880 3600 H935f1.2 TJI'35x-11 2 Pr• Ir 2'7' i•NTOA 6•420A 1•1170A 1000 1000 3320 11 ' V H93516.2 f T • !L 411/ VI• 4-11120A 6-N20A 1•420A 4000 000 380 1730 TJSx1S • 1• 20A N20A 4-N20AH63518.2 g2 _1_000 4000 /2tl0 6350 H135mll TJLSSX•20 2 41 • 27 1.'r• 1`120A 6bN20A 4.420A 1000 1000 I1b0 5950- F H6l]5224 iJIr35x•2 ! 1'i• 2r !'r• 1•N2CA d-N20A /•14204 1000 1000 \ 1481.36242 TA1. 24(t) 1'1' TI• 2'17 1_N20A 6•N20A 4-N20A 4000 1000 5T+0 60 NBL3526.1 TJIr35X•2 2 01• 16• I'1• 4-111120A 5-N20A 4.0120A 4000 4000 IT00+ T750'' HHBL3526.2 T.11135111-211,121 IN• It r 4-N54A S•N61A 1•0120A IY11 1230 1300 TV$, 0135 Y TJI/3SK- Ml• 10 1.14514 6145/4 614204 5230 am_ HHUS14.2 TJI 35X_14t2l /',' I4'_ 3" 2 N54A 4 NS/A I N20A '.0'.5 5055 3.120 _ 4150 HH83516-2 TJI 35X-16(2) P,• Is' 3- 2 N54A 4 N54A A 420 SCSS 5055 _ 3SD0 _ 4150 HM83518 2 .-TA 35X•ts(2L i 10' 3 1 NSIA 6 N54A 1 N:OA 6230 8230 1760 _6360 _- i I HN8J520.2 iJl 35X-2011 /',' 10 3 _ 4 NSIA 6 N51A 1 ,.'0A b230 8230 4760 5950 _224 JIr1E1t•' tai• r FNS/A 6.1044 1 N20A 6230 elao 1210 1651' NH63S21I 14035X•! Y IY' 11' 3' /•NSIA 614514 1•N20A e2�0 1230 1710 n + JUYSX4 pr• 11' r A•NSIA 614644 1.120A &'V) 1130 �HH93524 1 TJI 35X 2/(2,1._. 1'( 24 3 j 4 N54A 10 N54A b '11 ;4RA 8050 5/20 7150 + KHHB3526 2 LII 35X 2612) /1,. 1S' 3'1 1 N54A t0 454A �N20A 71184 6050 6200 7750 MMS3528 2 TJI.15K 78111 1',' _26- J,1 4 N54A 10 NSIA 6 N20111 7484 8050 5300- HMB3530 2 111 35M 30121 41,' 10' 3` 4 N54A W N54A 5-10M 1484 6050 6000 7500 ISS3516 TJI 35.18 S0 Sawn 2 j 10 2 2 N20A 2 M20A 2 10041 2705 2560 1330 1663 Typlc•1 Installed B 6591 ~511 TJI 3S•11 So S1wn 2 ,� 1e_` Y 2•N20A 2 N20A 2-100X1'j 1705 2560 1585_ 1951 BSS3520 Tit 35-20 5o Sawn 2", 27 2' 2 Ni•4 i 1120A 4.10dal 2105 2510 lei0 2013 8553516 2 TJI 35 16(21 So Si*f 5'j 15 2'1' 1 N20,S 1 N20A 4 N20A 3446 3116_ 2660_ 3125 M6553516 2 TJI 3S 1e(2)S^ Sawi HBSS3520 2 TJI 35.20 21 So Saw5 j 16_ 2'1 4 N20A 6 N20A 4 M20A 4000 4000 _ 130_ 3913 l S' 20' 2' 4 N20A 5 N20A 4 N20A 4000 4001 3220 4025 c +14 v��. . ter-��r'c\. - c., r-•- - - - - - "�P•ara rat .7 __ r - .�:. : i ��n,a+ •. 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PS r � (_ ;_-+—_ --�j---�- f- . :. -;--ff -+-•- --�-- �5♦(o i -_ All X41 = 4 Cis 6P G� 'J C 1o?J 4 0 1 M ,...♦or T' MCA C?L�l J♦FO� � ... ...,....-...� ��l a..Co:. ....�..._. __._._.r._. ... __.. _.:._.....,__+... . I ; f 44 UIvrC /�IOctJ E 1r cis IS cm !iv aq-, S - G o41 c ; '�• l`k r-I- X4,1 e3i f 5to U% I _zs.o' `Cry`-t db "��rawl. ►�c�K.l�,.__.«__.. � i----r---�- �__, �- --�--.- zn- _ Q•�5Ct5o�+'gr(ibto�= .KGS. ._.__ __ _ �..._. ._t_ �.. . �. _. 4- 1 kO�(9/) - _ ��v��ac�4�S� 5�'� k S �,_t�,��.a�f•�,C 3roa�oo) sl :�,��?'M3 .�._. . X` '1C 1 at �Y♦� 1,- -ow-,._ 1 � t i JAMES 0. PIERSON, INC. Ji wf4t,. '�" I;•�} CnNSULTM10 ENOINEERS - O� �Gj S. W, PORTLAND ^"wool# Od• -,Y_ _. ..! r T/ r7 -I.. -�- T- - - CA r`7c�wimuM �6ND1 G45*4.i+�,af ` Lt __ .�nicrt. �"Il V 5`+R.�,— ,,�A►C SNlW t w_l . d t, 4 �. ._ *. .11 — ! I i Tart �A � 1 i Ni 21 L`L t �— sicVa t''7 a ryv sJr A 2 . ' IIS s. �ZCc4S. J/O.�eaG4(o�r�p�� }r - . c� 'A, mac_ T 6: C.q.., 6,D �.. �,CwovT •mss,p6i2',r 1G. 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POIITLANO 011100" Oats .--. ----- ENGINEER'S NOTEBOOK Single-angle lintels for unreinforced masonry CHARLES W.ALLEN,M.ASCE AFTER 1AKI140 FINAI- SET (mortor is L — angle length; On that premise the bending stress at cared), plain (unreinforced) masonry A, 1„ 1,, r and y carry their usual ultimate load maw be taken as: f. — (f,. sfandrels or vai' areas above openings meanings. F,'/' [I — 0.J2Nrf. , [,in which F, posess diaril.rigmtc rigidity. If tied ade• h; girding the adjacent leg fixity specified minimum yield stress of the lin- qua y to backing material the rigidity is whi, xists at the loaded bearings,essen- tel material. The permissihl• heading enhanced. On the other hand, limits of tial I torsion, it will be conservative to stress, F,.,then may be taken as thu ulti- tensile"nd other stresses in plain masonry con r the upstanding leg wi a thin plate mate Mending stress, f„ divided by an are questionable. Cracking is common in su ed laterally along its lower edge. appropriate load factor. such regions. Floor or beam loads,situe- ed at or just above the openir,,' rn+'. TABLE 1.Single a 19141 steal liniels(Fy 18 000 poll can impose r±rtrimental effect. :specially —• when the added load does n,.t constitute c144r openlrq,1 1 n+'1 4 n s n e" 1 n e n 911 m n 11 n an aeequately attached lateral diaphragm or is located out of plane(above sulfil). AngM4fc11on The tendency toward torsional buck- 211 Seo 29+ 01 r 14s2 1 m /7e u4 ling is pronounced in `Angle-angle mern- TA-Y,.'1 e,Ml L164" L1954 I 16 hers supporting axial or flexural loads. d,pl L1750 L7s00 _ Recklinii occ•1rs in open sections where W1159 Ino 412 22s a9 — the bu.kling configuration includes Twist v IgJ2 ,sM �+ 1st and bending. 'The elastic buckling unit 1i3 ■''• d1M1 I,vno v14r vera 0000 dlpl UNI? Ll GJ ,r' EC: — stress,fa + L' 080 494 290 123 r r p sloe 17"n 4740 6ao 491 where: 4i"'�■''• d(-,) vele tn00 L1e00 E dip) L/7" U621 G - modulus of rigidity " �(I +v), .— r U7" 1140 694 416 236 el F e modulus of elasliciY: 2464 2360 1136 1247 Ga4 13? S.3'1.■'%. TIMI U043 L7701 Leat L7600 Person's ratio; dtcl 0000 L77rM L7"00 J — lorskmal constant — lb 0/11; t Ir IMI MQ too 6.1 — prdar moment of inertia, taken 2434 '6+6 9s4 M 106 18117 r" about the shear center, s.a .v. ° 4060 12" 74'2 v, dtM► L1n1 L7Ni 0900 eoo t UM L71 140 ao + '— ! dlpl34 11L7s '- 1, +, 1, A (x — 11 M 21" Isis 9" We ars Ire M + (yz')'1; s.1v,.Y• O 79411 123) 2410 1613 1314 Gro 4" dlMl 17M16 U61111 L/200 • 3.1416; dtrl 0921 L7146 UeoG C — bending constant; M 2sJ0 1552 1011 614 +4s 24G as 7 P %M 7660 3naa 2190 r!G" 1211 406 (C _ 144 fx equal-leg angle) "■4i''• If Ll?" %,/"4 L/Wo veoo t 1 _._. etp► _! 0823 veno (C — �6 Ila'for unequal-ieg angle) M3 9311 Rio » 441 • G1 41M 3260 !"1110 1064 1426 GIl t — angle leg width minus half legt.4av, d1M) vert LIOW ss 0000 thickned1p1 vr"6 0600 47000 t —angle leg thickness; —•— 0360-05561811/0003-0011301-00 • March loll Civil fnalnrering-ASCE 71 exceeding twenty percent; however, the f ,5 36000 J - 25647 psi; masonry portion is less significant than Sup,jrtil nasonry and lintel ----- the superposed loads except in the longest Fm - f./i.3 X 10' - 19.73 ksi; spans, Furthermore, the heavier assumed d, - 1/2 .9 X 104 X 10.9 ((2.025 X t' car.nlialed I P)a inilaml, - unit load may provide reassurance when 108'/60) + (5 X 0.0098 X 1081/384 X �'.+.�,• aialibrlealm)ia0 one considers that the hottest regions in 12)1 - 0.1391 in. - L/776; W+ v--Ohl building fires may be at heads of open- M, - 9(2025/6 + 88/8) 12/10' - 17.6 ings. in-kip; LINTEL SECTION Example I - (37.6/2.731)/19.73 - 0.302 - (M,/S,)/Fb,. Lin.tl angle 6 e 3'/,x '/r•. Supporting superposed loads: ! Clear opening 9 ft. Fu - f,/1.7 X 10' - 15.09 ksi; Triangular masonry area - sin 60° X hi - 1/12(2.731 X 0.302 X 15.09) - 9'/2 - 35.074 sq ft. 1.04 ft-kips - 9P/4, from which P - v ate, ��••,r�r ��rf Masonry weight Supported - 35.074 X 46: lbs;and 1.04 - 9'w/8,from which w r map_ •LiMtl 4 X 173/12 - 2022.6 (rounded to 2025 - 103 lbs/linear ft. _ r IMM. d, + d, - 0.1391 + 0.46 X 1081/48 X Lintel angle w,:ight - 9.8 X 9 = 38.2 2.9 X 10' X 10.9 - L/609 (this is (rounded to 88 lbs). okay); 1, 10.9 in.'; d, + d. - 0.1391 + 1.04 X 12 X 1081/ ELEVATION S. -= 2.731 in.', 9.6 X 2.9 X 1W X 10.9 - L/577 (too F, a 36,000 psi; great); Fig. f. In the Lintel section, the masonry wyfhe rs E = 2.9 X 10'; L/600 - 0.18, therefore: d, - 0.18 - attached to the backing wall with,htermrrenrty r _ 0 27; f r 12'/a-1) 0.1391 - 0.0409 - 5w/12 X 108'/394 spaced metal Nes. G - 2.9 X 10'/1(1 1-0.27)=1.14173 X X 2.9 X 10' X 10.9 - 0.467012 w, 10', from which w - 88 lbs/linear ft; 1 - (5.84315 + 3.34375) X 0.3125'/3 p - 462 lbs or w - 88 lbs/linear ft. 0.09346; in'Table t a divisor of 1.3 was used for C - 0.3129/36 (5.84375' 1- 3.34375') weights of he lintel member and its sup- -n 0.20086; ported triangle of masonry. In ascertain- I, = 10 9 + 2.85 + 2.87 [(0.763 - ing the value for superposed loads,whi h 0,3125/2)' + (2.01 --• 0.3125/2)') - -- - - - - usually are variable, a divisor of 1.7 was 24.669 in.'; Charter W Allrn 0 a refired rtruetural enxineer used. Initial Iuadilig,including deflection, fo- (1.14173 X 10' X 0.09346/24.669) with 10 gran rrptrirner Ne hw been with Ford. Bacon d /krvtY Comrfrucrion Corp.,Forrert A Cor• S is based on weight of a four inch wythc of + (9.8696 X 2 9 X 10 X 0.20086/108 { t mit Comrulrin,y En,yinrrrt(row URS Furnf d Cor- marble a-Nar masonry. That unit :oad is X 24 F•19) - 43455 psi; eon). AJ 9oynron A Co. Entrintert and Tera Neal greater than most face brick by a margin f, - (43455 X 36000)'i' 11 - 0.32 Coanrerort,Eric Florr s A.rtoeiairt of Chlydra DoYou Know That synchronized. The new device permits Intersections with traffic signals to be synch-onized without the use of cable. U.S.cement use will grow to an average of eS million lone Synchroniza lion of traffic signals smooths the flow of traffic by per year In the nyxt five years?The Portland Cernenl reducing drivers'stops and delays and thereby decreases fuel Assnraatlon forecasts that cement shipment'Nifi recover Slowly in consumption. 1981, then rise more sharply though 1985,possibly reaching'I0 million tons as early as 1983 In the 1970's the annual use was 78 there Is a new liquid chromatographic dulectlon system million Ions. for environmental pollutants? The syntAm,cailgd resonance enhanced coherent anti-Stokes Rama%spectromelry (CARS), a San Francisco shopping center has been designed to which Improves the Identlficatlon of nonvolat,ie organics,was sink Into the mud?In an unusual construction tactir„a major described In a report by:he U S. Environmental Protection new shopping confer to b, 'jilt on the edge of San Francisco Agency's Environmental Research Laboratory In Athens,Ga. The Bay has been designed to literally sink several feet Into its 75- CARS system addresses the need for an on-line spectroscopic _ acre site of pure,cozlog mud.San Mrteo Fashion Island will take method for measuring vibrational npe;tra of.elailvely,nonvolatile ova30 years o settle gently Into the mire. Engineers. Ruthroff 6 organic compounds separated by dquid chromatography,but not ngteklrk Consulting Structural Engineers,Inc of Los Angeles, concentrated. Oakland, Newport Beach,Seattle and Honolulu,worked our why r they call a"flexible" construction method allowing each structure flowers may solve water pollutfor,problems?\Nater to adjust Knell to slight earth movements, thus minimizing the Hyac nths, nowering plants which often clog Florida canals and ' chances fa damage. waterways, are proving to be an Inexpensive answer to nitrogen snd phosphorus removal from wastewater effluent. Tho Coral California droughts have laslod as long as 60 yrisre7 A Springs Improvement District and Coral Ridge Properl6us,e study funded by the Department of Water Resources,based on Westinghouse suirsidlary,begnn Project Hyacinth three years ago the scientific study of tree rings,was made to learn abar as An alternalIva to the nnm,sl chemical-mechanical process of California's climate in years before weather records began In the water purls-allon Effluent Is shunted through Ave sealed 19th century The study reconstructs California's annual retention ponds where the hyarinlhs grow and niter nitrogen, precipitation%Ince the year 1600. phosphorus And other matter from the water. The plants Incorporate If,substances I.,their tissues. An the weier,lows a new traffic signal,onlrol could save gas? Thu U S. from ore pond to the next It becomes Increasingly purlAed. 1 me Departrnen, of Traniportntinn's traffic control device could save system serves 39,000 resldynls of Corel Springs,harOng 118.000 barrels of oil a day I'It were Installed at the 123,000 180,000 gpd. The goal Is to handts :`-D0,000 gpd next year with 1 InlArsdLilone throughout the country where traffic lights are not the ultimate goal of three•,'loon gallons by 1983. 72 CIvN Engineering-ASCE March 1981 43oc) r^Pk exlposorLE /J T I r , D � � � c s a,X�/3, ,a_act alt# -! r I a Y- 666 )(%5, . out J11 Ig 0' ,. 1�.14olupC, ( Ac r info. . ►�„ .P�-?' %%A *41 N G . _ A c►w t:O vj/. k dT W J-T i , lI . ��,��Q S►r�_ Spat I I L_._._.._._... w,-.1 ;",Zcr, Za WIG/ 14{� Moo c rc4nl�Qf o .V-rz.-,t wq!( �ro' ); e,'.Cal15.4 psF� . It 27-72. -.. ... ___ �► • Li 1 4 c.6 'to 7�e,Af/l W a imoSrJ lb - � �,•.y�.�. � S,Gx' COcAC.ON��Wl� � _ ..tiF�fi�GfW(if--_t ti. �SI.U� '�O, tb-r.� , .� 4e� + -.1.- _. •s�uK.. ,.._,, Wiz' c�k. � s .u�o.� - 32' ,_.. � _. �\4.�!/�. i a .4" e arts-QHS i 1 � : .k. . I iLid. ....�_ .. �_......_. .... t.. 1_.� I -_-ait 1 �`� Ihf� � " �• � /fOMOf /�rtL�V ._�I�F 1�� U11{JINV — � JAM[•0. Pf[1110N, INC. alemll nnoai ---- ��4/ ►011TlAND O"1100N t`�f• rL=J L ��Ob c�'a••. Sa•�. �EF+.vLT. F�;� r�v.JTE�'I�inlcv.. D�itE.G7! � �L �` _ C�Itpc_C 5�� Q•zRSSurZb .2C7C�C]r_. saw . R ��_�._ D-z,jctQ.zAl A-49, {I uSrMG_ �Ec�c. Q Gni!o+sl�U .�R. . AT.'C..L_. .LStt .'T7raLL.��or.ior;:...) iN s njc 0JES. Sar-c�I''1 dolt._ .re>�ct Warls . F �_. : ...... ._, 1`?PIGgL d•.t6�2tb�Z. r�LC7 IL_j i y 4 i I I .�._.. Lo4Ob•. F:,.x�\ c�orst] (`':.g' :"�P:,C). a, �JOC� � .�, ..L_ � I I 1 i I I I r`1'en CoL• Lo4J " wc.cskr •� b u Ott t.M . . ?'.""".i. 6Co11.10 y� nt�T►.� 2' ` \Z'x C,O t cam. Ia,,41L��3�E USrl.lc' IG>rw�or C;Z)P"Zf.','1� FZj, Ib"wICC Ita �1�JEF,iLJ4fE; .k, c,ti..- ccr Q�p.p i C i _ ��+.o M.� ��Srn?� '�� ►roNral _ rS)Ef2C�a'f2► ��•�•\t.� �.C?G'a_ WIN -�^ � JI1Yl�0. PI[RfON, INC. T�4GM�TES.t �P7 1y�►�11. l �► . � CON[ULTIMA 11114014t211/ 1� Doh Ir.[SCJ POIITLAND 0011#00"OON _1 GENERAL STRUCTURAL NOTES THESE NOTES SHALL STIPULATE THE MINIMUM STANDARDS OF CONSTRUCTION, AND THE DRAWINGS SHALL. GOVERN OVER THE NOTES IN ALL MATTERS SF'ECIFICAL.LY STATED. VERIFY DIMENSIONS AND EXISTING CONDITIONS, AND NOTIFY ARCHITECT OR ENGINEER OF DISCREPANCIES BEFORE= PROCEEDING. THE CONTRACTOR IS RESPONSIBLE FOR SAFE CONDITIONS AT THE .IONS I TE, AND FOF' TEMPORARY LUPPORT OF THE BUILDING PRIOR TO THE COMPLETION OF THE VERTICAL AI4D LATERAL LOAD SYSTEMS. ALL WORK SHALL CONFORM TO THE LATEST EDITION OF THE UNIFORM BUILDING CODE. DFSIGN_LOHDS' FLOOR LL = 1t:n> FSF SNOW LOAD = 25 PSF WIND ZONE: = SO MPH WIND EXPOSURE Et SEISMIC UI.+C ZONE ?. DESIGN SOIL PF'ESSLIRE = 2 rir)r; PSF TOTAL LOAD DEAR I NG PRESSURE ACCORDING TO SOIL REF'OiZT DATED JUNE 1.8, 1926 E.Y PAW TES.1ING LAE:. FGUNDAT I ONS= FOOTING;, SHALL PEAR OIV FIRM UNDISTURBED SOIL A P11NIMLIM OF 18 INCHES fIELOW ORIGINAL AND 15 INCHES E(ELUW FINAL GRADE. NOTIFY IF SOIL. CONDITIONS PS NOT APPEAR SATISFACTORY. DO NOT EXCAvATC CLOSER THAN 1 1/2 TO 1 SLOPE BELOW BOTTOM OF FOrTINGS. EAC"I '=ILL ALL PIPE TRENCH AND OTHER EXCAVATIONS BELOW FOOTINGS WITH COMF*AC TECH CRUSHED ROCk;. BACKFILL FOF RETAINING WALLS AND FOUNDATION WALLS WITH SELECT GRANULAR MA"ERIALS. COMPLY WITH REDUIKEMENTS OF SOIL REPORT. CONCRETE_ THE, AGI STANDARD SPECIFICATION FOR STRUCTURAL CONCRETE FOR PUILE)INGS ACI —'O1 SHALL BE FOLLOWED EXCEPT ITEMS SPECIFICALLY STATED OTHEF'WTSE. MINIMUM C,OMF'RL5E1VE STRENGTH OF CONCRETE AT 28 Di4, S SHALL TaE .'*)(,)(? F'S1. MAXIMUh SLUMP SHALL. BE 4 INCHES. F'ROV I Ur' E E YE D CONTROL JOINTS FOR SLABS ON GRADE AT APPROXIMATELY FOO1 SPACING IN EACH DIRECTION AS NOTED ON DRAWINGS. SIDEWALKS SHALL BE CONSTRUCTED ACCORDING TO LOCAL CODE AND SHALL HAVE DEEPLY TOOLED JOINTS AT 5 FEET MAXIMUM, WITH 1/d INCH ;'REMOLDED EXPANSIGN JOINTS AT 30 FEET MAXIMUM. raNCRtTE_RIEIEORCINO_§IEECi REPAR SHALL CONFOF�M TO ASTM A-615 GRADE Art. WELDED WIRE MESH SHALL CONFORM TO ASTM A-1e5. PLACE AND SECURE ALL BARS AND MESH PER ACI STANDARDS. LAP SPLICE ALL CONTINUOUS EARS A MINIMUM, OF 30 DIAMETERS, OR AS JOTEC ON DRAWINGS. DOUBLE PARS IN ALL VIALLS AROUND OPENINGS. k'ROV I DE 21-()" / 2P -0,1 CORNER BARS OF SIZE AND SPACING TO MATCH h'OR? ZONTAL EARS AT ALL INTERSECTION5 OF WALLS AND FOOTINGS. FhOVIVE FOOTING DOWELS OF SIZE AND SPACING TO MATCH VERTICAL EARS IN WAILS AND COLUMNS. STRUCTURAL-STEEL! STRUCTURAL PLATES AND SHAPES SPALL CONFORM TO ASTM A-36. PIPE COLUMNS SHALL CONFORM TO ASTM A-`S3. STEEL TUBES SHALL CONFORM TO ASTM A-500 GRADE 46 k:SI . BOLTS 'HALL CONFORM TO ASTM A- U7 AND SHALL HAVE: STANDARD CUT WASHERS WHERE BEARING ON WOOD ( INCLUDING FOUNDATION ANCHOR BOLTS) . DETAIL, FABRICATE AND WELD ALL ;TEEL MEMBERS ACCORDING TO AISC STANDARDS. PROVIDE ONE SHOP COAT OF PRIMER ON ALL STEEL NEMBERS t-rF rE R FABRICATION. GLULAM_WOOD-MEMBERS= GLUE LAMINATED BEAMS SHAL_I._ BE INDUSTRIAL APPEARANCE GRADE DOUGLAS FIR COMPLYING WITH AITC 117-79 DESIGN STANDARD. FIBER STRESS IN ` BENDING SHALL BE Fb = 4(-.)(:) PSI FOR BEAMS 1.0 INCISES AND DEEPER, AND Fb = 2000 PSI FOR BEAMS 13 1/2 INCHES DEET' AND LESS. GLUE SHALL BE OF A WATERPROOF TYPE. WOOD: LUMBER GRADES SHOLL BE AS FOLLOWS, EXCEr'T AS NOTED ON DRAWINGS: JOISTS, RAFTERS !< 4" NOM. BEAN'a 1*12 GRADE DOUG. FIR POSfS & 6" NOM. BEAMS 141 GRADE_ DOUG. Flit 2 X 4 STUDS STUD GRADE DOUG. FIR 2 X 6 'f LARGER STUDS #2 GRACE DOUG. FIR BUCKS, BL OCE: I NG !1 BF;:DG I NG #i-� GRAuE DOUG. F I R PLATES °, SILLS ON CONCRETE P. T. DOUG. F I R PROVIDE SOLID EL OCk'ING FOR JOISTS /-;ND RAFTERS AT ALL BEAD I PlG WALLS AND BEAMS. PROVIDE BRIDGIISG PND FIPESTOPPING AS REQUIRED BY CODE. PLYWOOD WALL AND ROOF SHEATHING 70 BE STANDARD GRADE OR STRUCTURAL_ II WITH EXTERIOR GLUE. SEE DRAWINGS FOR 1NFOR"IATION ON PLYWOOD INSTALLATION AND NAT,LING .JAI! ALL MEMBERS WITH MINIMUM NFILING TO CONFORM TO TABLE #25_0 OF THE UBC AND INCRLASE WHERE INDICkTED. FASTENERS AND HANGERS NOTED ON THE DRAWINGS ARE MODEL. NUMEERS DF "SIMPSON STRONG-TIE COMPANY, INC. " AND MAY BE REPLACED WITH EQUIVALENT MODELS B'r OTHER COMPANIES HAVING EQUIVALENT PROPERTIES AND STRENGTHS. INSTALL ALL. CONNECTORS IN ACCORDANCE WITH THE MANUFACTURERES RECOMMENDATIONS WITH NAILING IN ALL AVAILABLE HOLES. MANU�ACTURER_pESIGNED_WOOA 30I5TS_ PROPRIETARY WOOD JO I STS AS NOTED ON THE DRAWINGS SHALL BE DESIGNED BY THE MANUFACTURER TO RESIST ALL LGADS INDICATED UNDLI., DESIGN LOADS, AND IN ACCORDANCE WITH METHODS AND STRESSES PROVIDED UNDER THE UNIFORM DIfILUING CODE. FURNISH SHOP DRAWINGS IN ACCORDANCE WTTH ::PECIFICATIONS FOR REVIEW AND SUBMITTAL TO BUILDING DEPARTMENT PRIOR TO FABRICATION. INDICATE ALL NECF_S f)RY INFORMATION AS 10 ERECTION, BRACING, BRIDGING AND OTHER ITEMS To PROVIDE FOR A SUITABLE INSTALLATION. �( W WWI Ili W r W INSPECTION NOTICE b City of Tigard Building Department P.O. Box 23397 Tigard, Oregon 97223 Phone: 639-4175 Type of Inspection --- -- — — Date Requested __ /= � _ Time_ZA.M.--P.M. Address �✓ 3 S -_ Permit # OwnerZ Lot # Builder The followoi j Building Code deficiencies are required to be corrected: Presented to _ �+Approved Inspector �� _ _ .� Disapproved Date GALL FOR REINSPECTION ❑ YES ❑ NO INSPECTION NOTICE City of Tigard Building Department ��•� P.O. Box 23397 Tigard, Oregon 97223 Phone: 639-4175 Type o is __ ��l��r .:( Lid Date Requested_ '` _LTime . A.M. 'f�P M. t Address �.+ # . �I „��1 Permit Owner _ _� � Lot # Builder � �� The following Building Code deficiencies are required to be corrected: Presented to 4 Approvad Inspector – ro— [ Disapproved Date, CALL FOR REINSPIXTION C] WEES F-] NO A � C� CITY OF TIGAfID 639.4171 DATE BUILDING PERMIT �x TAX MAP -'{,?d-O LOT NO. _SUBOI"'S10N OWNER_.` '�'�L� —____ JOB AODRESS i r S2 S -S BUILDER — e� i k�c:ii.[L "� C.a STATE REG.NO. �i D 6, Z EXP.DATE �I//- -- BUILOER'S PHONE AR0HITECT __ ___ PHONE . OTHER STRUCTURE ❑ NEW Y❑ REMODEL Cl ADDITION Cl REPAIR ❑ MOVE U OTHER -AOEMOLiIION ❑ RESIDENCE ❑ COMM ❑ EDUCATION ❑ IND Cl RELIGIOUS ❑ ACCESSORY U GARAGE ❑ OTHER ❑ FENCE OCCUPANCY LAND USE ZONE BLDG.TYPE Fl9E ZC+NE,_PLAN CHECK BY __HFAT SEWER PERMIT a .- OCC.LOAD FLOOR LUAU HC GHT NO.STORIES AREA NO.BEUROOMS VALUE____ BUILDING DEPARTMENT SET B.ACK,y FRONT REAR LEFT SIDE RIGHT SIDE Permit �'� THIS P^RMIT IS ISSUED SUBJECT TO THE REGULATIONS CONTAINED IN THE BUILDING CODF_ ZONING: REGUL.►TIONS AND ALL APPLICABLE CODES AND ORDINANCES,AND R t$HEREBY AGREED THAT TH t PIanChock WORK WILL BE DONE IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS AND IN COMPLIANCE WITH ALL APPLICABLE CODES AND ORMNAN. S. THE ISSUANCE OF THIS PERMIT DOES NOT WAIVE PI.Ck.Firs RESTRICTIVE COVENANTS.CONTRACTOR AND SJB CONTRAC'OR3 TO HAVE CURRENT CITY BUSINESS TAX PERMITS.SEPARATE PERMITS REQUIRED FOR Sf WER.PLUMBING AND HEATING. Slate Tax — SOC Total APPLICANT JR AGENT' POCA Prepd. -- — —V Receipt No. A0DhFSS �wuNE Ba(.Due SSUC --- $ SOC - POC - SEWER CONNECTION s t7t: f SEIiER INSPECTION SEWER SURCHARGE $ Comments: .,...C,c..•�,,,, l��-vt�; � =� �. � �-C� 1�'-�-rte_ S-7 3 , � � ,�� uL ti � � .b � -� � __----�- � �' �� .�' � D � �