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12540 SW 69TH AVENUE ADDRESS : s 7 �Ev U ,� l 1 is\records\microflm\targers\build1 ng.doc p'711M1�y1;�V1uyi iy¢yy,.....•y ,l�'i�1�2"Li ]�....'N........ '..A6.'�AH • _ .....r......_....................-........._...wrw,.rw»s.......+.....�......- ....... .. . .. ...... - .. •v-.. y ��iUIY16,IIIAf�II'w�^^ �� Ei:�l illl a►Ef ii11�1111 rEii�1111 illl�illl ILII IIeiIiai fill Ili) Lill Illi lill ilil ffll�l�l1 VIII 11111111 illl'ill1� IIII li _ { f f i I I ( ( ( '"``Ill�llll�llll�lill�llll�lltl� �llll 111111111�;11f�iill"IHil ��I�IiI�'" LEGIBILITY STRIP p , i 6 l I I ( l I � ommal Cm O I 1 12 13 14 i 18 17 18 10 20 21 2.2 23 24 25 28 27 28 29 30 c Oe dill 1111111111T, 11" -W - i�W4a ,r' �rl 1. irk ,r - �I '.`a ;r. 6...C.._J r.< (c AL f� �i 1 roll 41 q(3 � I C - - & v , i ra,z IL b s lr,•Y�, LSval,ti --,_� I' - { i ,y . - _-_ 1 . .Zt , ! H a.�t..�•ti ..,...,. ,Ste•----- �� I i 7r�• I ' - � t i j j I i i I � ' UL - ( 3 W�t. �� Vii. A _4- a � Q - : , !I _ it • 1 lu >• , f--•�•-_,.._,.: .._....—.__..� _..____._.,__�__...__. rah _ .. -. - __—._ _=µ_......---•— -..._.,..-_. . - _ ;.- \` :21-4 I� �1 I 61 1t . .� ...__._..._.-_..-__.,_....__.r�-....._._+•�-__-...•_-_..._,..•.... __...... ._•_ ,�_..r: ...,..,.... ..._.r... ._ _. ., ._. ...w._........ .err.._...._ _._ ._ ..._ I 5v J µi,5 I- fSA I -I Y S'ti a I / (' �4K 19 L If bLCw r 2--xln DRG�IN;, ,pcY_t'c he CK l ai,1"`l'L `/ �j0,Io 5 � ,. F O l L 5N&"4 4332 . Tc GENERAL NOTES AND CONDITIONS I Nip' `I" '"') ,,.,.►� r�7�1(. V y RQ '!�r�lti=; Inas ��! ' 1 ddr.DA APPROVAL OF LAY OUT CONSTITUTES ACCEPTANCE. ANrb2(aClrv . A7",L1[•H 2 2 �`ADDITIONS OR DELETIONS MAY AFFECT FINAL PRICE. C' 1 : • l_Af�B T. V B. S. IS A MATERIAL SUPPL1ER, NOT AjfC �SUBCONTRACTOR. THIS LIST IS NOTPROJECT; ( IY�'.�Lc.�_�r'� �, !' ?Z� tti0 W1.r►!r �- _ . a�w ROOF Al FLOOR TRUSSES GUARANTEED TO COMPLETE YOUR JOB. PURCHASER MUST LoCATION :�\AJ (ou VERIFY QUANTITIES,QUANTITIES, SPECIFICATIONS AND DIMENSIONS. �_/�__.��.. ;�� GLU'- LAM BEAMS APP*Ovco wt DRAWN IVY �CAIt: V.B.S. GUARANTEES MATERIAL AND WORKMANSHIP. LUMBEN NEN FACTORY ERROR OCCURS, WE MUST BE GIVEN THE F s ruAurlRVAI►srwKot��wlr SIMPSON HARDWARE DATE: Rcv1a90 OPPORTUNITY TO MAKE THE REPAIR. NO BACKCHARGES CEDAR pRODUCTB ARCHITECT; ARE ALLOWED WITHOUT T•V.B.S: PRIOR APPROVAL. o r..�Re Lek•oow.00.OR 9704 M7731 ter-06.1731 WINDOWS 8 DOORS C CONSULT ATTACHED T. P. I. 76 GREEN SHEET FOR PROPER T�Rant_M17�1 INSTALLATION PROCEDURES. >laon .1011111110 ONTRACTOR; oRAWN+owUM�c� y. 16100 S W Nal Ferry RO 1.15 Al 0 I G S .. YiaJtv�n'. ..u...-r ... `.'.. .. R SI.WWa1WFp �LiiM ``n„ Si M LEGIBILITY STRIP Cm�l l llll"IjIIII'llli ills ill) Ii�ItII�iII lUi�til�illl�li i'' 1 III' +Illlillll�lllIIIIII�IIIIIIIII� IIIIIIII II IIIIIIII�IIIIIII I�IIIIIIIII� IIIIIIII�IIII�I111�IIII�1111�11I1porilllllllll�lllllllll{tllllllll�llll IIIII1111 IIID II �Illiliij 1111P, IOmm.I�m 2 tl IC I I 12 13 14 16 I / 18 19 20 21 22 23 24 2°5 26 97 2I6 2I9 30 I I i al 11 OI I HJNI o lOZ Lw i,11,1: lw a ll t 11 11i�111 �.1�lJ >1,�l�J!J.t 111�{J i-11�1a 1.> tl tJa1��i 1 -�1111 �1 1 ,1�J.�1.�.��.1�!I!:l l 1�oz ..... &+A': ....... ,-.wfiM«+M eti+.sr.V a, - nmraw.raa.n•.��- �.. .. �_ _.. .. 5, i a J REVISIONS BY A-- eeA I ?VA i -` US D r<X M F,CA VFW 11 LA11 C" 4 PALL.816 PWZPV 10 9V W_W4 M L%C AZ4044&Si.1E I - - G� �-�a��s t<'1 Pt n rrc?e�r L�NIM iE1d,l.1,�F �.tH1�1 Cs..�M�t.1�i•�1 �l9V1et O f I I ZMOL I KQ �7tXl"S 1111 WALL 6 U I D ,�.M e. A414,lbd A*UL a& t9 jkA t.A;�Q_ t - - A- 1 An�t5 a � u �� taru / It. sIt �e� rt•g rezk I L i#!7l'Te O 'SoyBGMC Aru U- 0-we A.TV Lr em 04TAIr W t T%1 A T J$11MrdV_r 55*"' &S t 3:r, $FiI1.L;tic,:..,__ ILtsIL14TA" TO P 60V I O A , t WJ6 S e F_tA'-0 .1 QOF FZALL P g A► WGe F:-"LL C40XPLIN4o } 4;. -�UVAd 164sIUM 15"M MIE Ot?"IrPQ7 t.4 �"A4►, 4 Taut oWtt WNrWcs: � - S I l ` 04 VM to amu. Nay �.c cr o . .,0►.�111QA11N�i op: - �� . . , . � ._ - _ .-__,..._.1.._ _h __. -. �, �-.r.�t�_�wtt_t �E �c�u�P�r�Yrr �r�v�., i► Ft.o�J o��+t�e�.��►I•t�5_��►s...LM�. 1�Nu----- -. 8� P Ptz WV9v 4T&X atin e- T9mr. &9%F1►Me TtW4 1 fo f I , I 'r ► . --- -- �•._�-.��I .T ► 1t �" y+- -•�l - %Jj t- cr►' t.. L 'S" alL I SV� "Towwe, �1 _ t � i+( icpfAOlTU ' /LvJuyc"��►E._ o V �f _ l 60ALL PAVE A, -9A Test Tb TUM ,tTY `1j a WAT r- - .4 %01A, _i. - ..�__- 1 �-[I�GX P.-000 V4 r*M f-0 C W 14 tb 0 IS Yo � V— �+A'S►� �C�[X. CIt,�+11,✓1 rt zm) •�,? -" i Q ,b ! -11LT zAholt O&M � �s-sem r;54l t �r � K C�� 11�t NEW) A rpt r -_ ., . _ ^��..._.._�___.�.._t �__ � __=--•- _ •. _ �� - Owls► ac. u�'rt.trd �Iwtc r • '�.-==-.- . �-�u A N , .� I•+1 t7 d1-L- 4 11 N C� f. 11.1 E b , t t- �1 r t t �- {- t ,,� W - --� i�� MEM VAPM 054M t ON*ls WA > "1010JO t NAW, ! � u I �__ -AN►!1_ ._��..C-�t3}7, .yam r ;--- C7 t'� T F `!Z"e�tLs Pec. t~y I � � Ztt3 O_ e D - I w �.- �- t- ; r- _ ✓ _ ,r ve d" "1511E MML- ' WA tA" U ,r 077. :2 444 T_ +- ;- 1 '` // , . . _._ - __ - .....,_ ___._..___.._._. - -,- ��i1Ll.L'�'+� — -_.._ _ �1�� (��`{ l Q^ �i'�Y�W T✓T1. t �� no �� c�T— 10 1 t ' '• - y _ - — _ .--- -- ---_ --__! ._.._ _ .__. _ -....__...._ ....,._-... .r...w .. -- o...... .. --._..._w b.__... .... ,-.ter' _ �%� •�- Obi � U� �a��p'c -� 4W _ . W- % ll } HHA i 1 } / �j J`O ti Y� `i,4yom- A10 • .y/� / - j t "' »_•/ ` 00 f ! l r _ � � (b , i � i I � ; � � 1 ' � ; ! =�%� �, �__1�a�TJ�.��_-'(� __��c o .>�Gt�'�' � ., -('rte. Del�/�'.,�.:�� ; � t!�l 1�'Vb►Tom? � 1�orvG `'�-Y} IVY �.-._ ?� '�_'- �/ l!'�•�_ _ , _ ! __ Qc.l&, �N'r t rA V Du V�i Gi �ct� � `► ► .�MN , ICA, . . ort." ---_ c-� b� �c'r ='�' ► .5 �oMV.,, �. � tq,-'.f I - - _-_ _--- — -- 1�'�- - •.�u rD �r,�ar�.a�- �n:Y ,,.*nom D f� � ��. .�.- {uc.:�a 1 t i'�(.� Cir ►� �'t% �...% C C'- t t,, , G �'�°,,/' . _ -- ___. . _ . r - The suspended acoustical ceiling system Tiall be anchored to resist latera! 1 seismic: forces Section 1630.2 and Table C� Provide suspension wires not 8�� Rr ,/ ✓ smaller than Na. 12 gauge spaced at 4 or _.enter, perimeter wires on terminal P. COHMSMON ends of cross and main runners at a maximc,ri of 6 AT from each wall four No. 12 c P . F'ETICa thk, } gauge wires splayed 90 degrees from eact .cher at an angle not exceeding 45 degrees from the plane of the ceiling with ;, strut centered and extending to the ' structural members supporting the floor or rcof above and spaced 12' on center r ---CFk056 FafrJER {,� in both directions starting 6' from each wall, All lighting fixtures weighing less than 56 lbs. shall be positive) attached to ;t suspended ceiling system ASTM -= �- 3t4'st_f rT Y 9 Y C _ -'ortourT (EMt C635-94). When using aI7 intermediate grade system, No. 12 gauge wires shall ____ 7 t be attached to the grid members within 3" J each corner of the fixtures and - 1ofhting fixtures weighing less than 56 Ib: . shall have two No. 12 slack wires connected from the fixture to the structure above. Ceiling mounted air terminals '`'A;N 8EA'" -� cr 'services weighing less than 20 lbs. shall be positively attached to ceiling r� 4. _ L+C+HT FixTWM WT. 21 L.Fid,. i` i ",!'' x �'' if y��✓ �'`a► � C/� '�t /' J �.j �t;, �{� HA.kW'u'i LOAD j34 LH4. CAf*1TA1_ TE.bT6 M16 Date, SCSI* CITY OF TIC 79PEND�DCEILING -5TRS Approved �} .__. Conditionally Approved... ... � " Drawn C ' 0,?•-'K U LL t 1 - - 1 �C t�.t �/ �/GO' rot orrlo the work as do^ ri , ', P F R M I T NO. nn l (� �' t Y � f 1� t''�. j,� , ✓�'` Soc LeKler W. Follow................ . .,....... � _ 4. ; '1 :�,... Shoot Attach.. . ........... . ... ( C,► r ' t Job Address: / _' F. p'v.&P1 tl. Mf of = .,, sh.st. �P �2POWSM 00 00 *COW MOAPOMW - -...ow,.MMi11... 'ntm_„,:aP�� lsil.wMl.l{hNl+w..; •'- - � _ .-.,. .....,. LEG113ILITY STRIP _ t ? — (J n 1. Noma REVISIONS BY �. - .___ _�__ � _ ...__ ._...__ . �_ . - -._— _ .�_- � _ _ . _ _ _ . _. --_- - ..___ -,- -- 4444 - � � � r i ��' � �f • � � l 1109.; Controls and Hardware. 1109.3.1 Operation. Handles, pulls, latches, locks and other , l operating kle"k es ()n doors, cahttte(s, plumbing fixtures and sior. agts facilities shall have Inver Or other shape permitting opCr,ltion tf by west or arm pressure and not requiring tight grasping, pinch- ing or twisting to operate. The force required to activate such equipmerit, uther than exterior doors, shall be no greater than 5 pi)unds-force (2.22 N). Doors shall comply with Section 1109 9 1149.3.2 Mounting heights. The highest operable part of envi- ionmentai and other -owrols, dt.penser%, CICL-trical and comrnu A t nicatiOn system receptacles on walls and ether I operable L shat! be within at Fast oe of the rCach ranges spef cmeri , �, _> j, __ flue in Section 1109 and not less than 36 triches (4141 i - __-. �f -.•-.:_ .._ ; — �--4444 4444-- --- above the flour. n m► s� Al + + \� F.XCE11 TIONS: I 11 IL rrtd ,ummuntcautons s)sten+ rr:t tariet on walla shall tx tr►uur,led no fess than 11 ►milts (111 nun) above i r the 11 v4 rr bi.et paper d+stxnvc+N shall be ntuunttd not let, than N ,n he', 1 � t r ,� ;S ! ' •,� t' '!� �' t 4i r4o,� 't �4h.i mm) 0 the point of scrvut above the (100, ' +"' �-""" "'" �"�-•-~----� t 1109.3.3 Clear Goor space. Clear flour space that allows a for K 1eJ ; ( ' � �1t` xt� 3 • � ward or a %ease approach shall be provided a l n�� .� , �I ► pp p t all controls or hud- i waie. Sec ADAAG }inures 5 and 6 .9.7 D(x)r closer•%. Where provided, 1oor closers shall be 1149 1 ..� adjusted to close from wi open post-ion (it 70 degrers to not lc,,,. Pont `4 than 3 seconds. it) a point 3 inches (76 min) trout the latch, when - 1 o l measured to the leading edge of the door. , t V 1109.9.8 Hardware. Door operating hardware shall comply with Sections IM3.3. 1.8, 1003.3.1.9 and 1109. 3. Door hardware rt a_'"1 �,i shall be mounted not more than 48 inchc, (121 9 men) shove the finished floor See ADAAG Figure 5 (a). l 109.9.9 Opening force. The opening force of dours along an acces%itile route shall br• as follows: 4-1 ti ♦ � �, -t T t l .- -�-,�.-- __ , _. _ ! 1. l��.xtrnur cSuors. 81h pounds-force (lof�) (37.8 N). j 1 ' =_ hitehor doors 5 poundsJurce (Ihf) (22.2 N) JIF stairway �lcrs at pressurized steer enclosures. 15 pounds [ - (6.3 keo at extenor tours. =) `O`- y �'-�- �l -t Wherc environmental conditions require greater closing -�.- pressure, power-operated doors shall be used within the Accessi- �--' lire doers %hall have the nunitnum torte nec!ssary• to c105C t anti OK latch the dcx,r' 1 „� KM . _ t 11119.10 Bathrooms, Toilet Rooms, Bathing Facilities and f.001 _c Shower Rooms. ) >{ - t1 -4 4 � l!q llUy. . CclLCfa] Bathrooms,rtrrxirns, [c► lei erowrns, bathing facilities _ \\ - - _ ; and shower rooms shall be designed according to this Section. Fur , � � � r•" 4�"�1 _ _ ---' ad.tptable dw�lliny unfits, see Section 1 110. 1� �N (�� X <� �-^ '��'' � > ^ � Floor drams shall not be Icx:.ttc•d within the clear f7cwr space ata v � \ lavatory, water closet, urinal, or bathtub or shower. Floors shall Fria ,,, t1109.11 Kitchens and Sinks►. ..% ► 1109.11.1 Clear floor space. An unobwructed flour space shall ,cc.+ 1 • Q be provided within kitchens of sufficient size to inscribe a circle with a diameter at least 60 inches (1524 mm). Doors to Any post-tion may encroach Into this space by not more than 12 inches (305 A/mm). The clear floor spaces a fixtures, the accessible routs and � •w�'�fr',� �� j � - the unobstructed flcx,r space may overlap.ILT 1109.11.2 Counter surfaces and shelving. At Icast 50 percent .� of counter surfaces and shelf space in catinets shall be within the -"t► reach ranges specified in Section 1109.2.3. T_— 1109.11.3 Sinks. ra f c • j 1109.11.3.1 Location. Accessible sinks in lunch rooms, class- `, morns: community Icrtchcns and strnilar cimmon arca shall cum N. 40- i ply with this subsection C � 1 1109.11.3.2 Height. Sinks shall be mounted with the counter or s, nm no higher than 34 inche% (864 rnm) above the finish floor. • � 7 y i ,......_ _ . ..,..,_. _� �' .,� _ _ .��- __ ._ --- .I .. .3 Knee clearance. Knee clearance that is a least .M.,.-.r- � f 11 c c r ..7 , _�- _ % _ �.__ _....�-_.�: �_ _.._. �..._,.. ....._ l --�inchcs (+,Kh mm) high, 3fD inches (762 mm) wide and i� tnrh.�. , �` '• `r ,� (� �R j� v . +!'��' >: «� ,. (203 mrn) dt.'p shall he pmvided underneath sink I 7µ � 1 f - �.f f -.---- ` ___ I \� j t Figures 31 tinct 32. o2S b 1 AV{�t \,� r - - ._... _. � •t' �� Each stn ha c f 11".11.3.4 k s 1!• to a nia. imum , '� I \� -- v � 'i ► Ci ' sus6.5 m) d e x , inches l! mm deep. ' �� •� � ,� �. 1�J 1' , � �; ; �r;7:(/'�/j�j � ,�1Q!'/ . 1149.11.3.S 'f'lear Iivar epee:,•. A clear tluc►r space alt Ic est 3r) ( mm b 1219 m complying�n with Sec inches b 8 trot.hes 7G? � m) P Y g N� tion 1109 2.3 shall' oe Mvid-d in front of a sink to allow fc rward i \ 1 f .tpproact►. TT+c clear 1'loc�r space shall be on an acccsstblr: rou[c i and shall extern,, a maximum of inches (483 trim) underne,th the sirih Sec ADAAG Figure 32. EXCEPTION: Stnka located wthi., s aces which do 1xx mclode ' r,t+hcr a ranl;t' or conktop may have 11 clei,p!:;x r space whish allows r paraliel Apr iva:_h + r 1 's t st ►4 1109.11.3.6 Eap,arsercl pipes +nod wArfa es. }!:►t vater and d,a:in Oet� t ! , L� j ' �? ( ► . pipes rxpcsst,l under sinks shall be insulated or o(beriv►se .onf�ig- _ tueci so as ro prtxec:t against c(xitut. "l;hcrc shall bx, no sharp ��r i abr"I v e �f ams undC1 Sittt�C- `/� " Scale 109.11.3.7 . �' `� �.!.•,'� F°�c*0 Faucets shell have conw)"s and opersont r Drawn mechanisms operable w[th One 1'.and and shat, n.�t rt•eluuc tight •• ll`� grasping, pi chin activue controls v ' RM7'.e force aired to �.• "h,�r than , lxyUli (lel} ,�' r -* } r / 1 dt��lt , Jots _ �� CQ�itini,aily l��.p�'O��e�. :.. , :.. . ..... . +. c-•�� ,. � !�� Shoot / 1 f" PERMIT NC L__ � 4444-- _... w �; ►--.' S 0SW 69-r"AV��UF f�- � Letter 100' •� •�� } . �'. �,�. �' ' f C.�- See P4 5 0� I u `I,, Ataa n...... , r ,�, of .. . � �c , ��„� snits N tl iM t�'l*IM(�► til atlMlrwaMT• �:V � y LEGIfiILITY CTR1f, -� - -- � � � 3 12 I 14 16 17 6 9 20 21 22 23 24 25 26 27 2e 29 30 6sOtOZ � I�tJ .l. t f i i �t t t_ � i ��, ,��,�„ :� �.j�.�,� �,�,� ,� �.�rt„��,��,. �t:�,,1 Ir.�..�,_�: �.,�. �:, � i ( ' f 1 ' I I �� 1 M , � � f fI • I , I , I i I , � ; 1 0; ., F r ?`:ktu4 _.,n 4 ^.�. ` ✓,P •2p., r .7�. tr :,i, M •!,Py�r�d��.�lri �,..� l� �t F, N I REVISIONS BY ol 10, 10" -.0w 'lei - f r ' � � !r• �� 1 /r�+ in• • , + 1 �-' ... * I , i• �• .r + - ._. s J.jr " AW Ile jl*l � J -- •' *41V`� 04 16 IN 'Of a NW Jot rt • F •" d �• _ i . `_ .,��; �� ' �.++ � � � .,/"`' � ro Mme' • /I __. ._.._.._ . _• _..,T `..�'_a.,.,� `. 1 .I 1 • f \ ii' �"'•. 1 �, �'•i / '• 1/ I �' /' �! , . I/� �, J' r. / �. �1"', r't. • `e ..rl 'r i •0 o a f e �. t IL Scania Oo el Drawn IL C' Oft lK 3WAM yqllFow.. • r d i w. C ` r .��..,..._ ...r�,..,,, ._,n.,. ,.. _ e.. - .51 cb F �rr�.+rl.�! �MRD�MI� ...r..rw.wa .. w w-• .,..•..w.mvr�.. ,..•w.wr+....m.•...�w+•w+e=,. ........,....-w.x..- -.,........,.._,.-.. �- .,;., , _.. S ,..... '.a•6' rAC6�lMacx. :-�.a,i +!h�e7M"B*. _ FGIBILITY STRIP _ _ _ _ _ _ 0 oz s .- mood J a ^ REVISIONS BY 0017 I lab 'A e--, 0� 0-0) WOW -�. `�. �`�. r � � � __,�`'..�-..,��.,�...--��••-"' It , � . ,. w 1 `- _ ✓/� �-4 of Ale • we II I - •�. M.-Q'RlIf ��lN•' .yr.V'•p'••^ /MY..I,•µ . • A•�. �•x 1.r ,•I.p.•..-..".' ♦.'.�••..r.ti a.�•�••T•n. �t•rv�..•.� ►!/ • •,1'.^�.p."+� �'• '�w^•..+T � - - 1 t v" .00 or- SHrARWALL SCHEDULE - MARK S EA R WALL C1Lv EJ( e fIFLI) RE-MARKS X PI.I CtJVEP 13()X NAILS NAZI-.'; nC < C/ is f lI , '.,� t /t C ac,� 1�' P/W 1t',i a' -' - _ I 1/2" Pim+' ' — i�+�: �- —Z.. �° ' �$- - 1X 01 imnel joints & stagpered nailing ' 1 . All shearwall plywood to N.- APA rated sheathing, all edges blocked joints meet over CIL of comtnot, incnihrr 2 Walls that are not fastener] directly to the four(tation shill he nailed into double joist or doubles blocking with god gdly Hox (r a" o c � 3. l-iunr & root diaphragms to be tninurium 1!2" APA iotrol sheattung «nth 8d i1ails 6§ 6" O.C. edges, 12" OC. field l a Irltenoi -hear%valls e\tcnd to floor above or roof sheathing. nzil to rool'sheatlwig N%Ith 8d @ 4" o c 5 Fasten joist .,:,d blocking to all interior shear-walls %pith Swipson 48' o.c for types S11), A, H RL-duce spacing to 24" for types C fi L?, 16" _ for types E R F. 12" for tnx- G. Fauten rafters or trusu-s to exterior Aicarw;alls with Simpson l l W G Ul m,'all sheadunl; shall c-�-!, is f0l height of wall fr=ing, top plate to 1--vtom plate. f V - - 7Anchor belts require Sirnpso,. 13P5i8 plate washer bet-ween rut ud sill l'i.ct� L 1 h IIOLD()WN SCI EDULE __..., MA KK LOAD SIMPSON FAS'l1•NLRS REMARKS �� •X x LBS MODEL. 7 5,11,x) _ M30A (2}7/8" .-. W 7 bolts -Roquires SS'11128 A B ; _ —� al 1 L _ t),00© Ili) LOA (41 7/8" A347 '�o1Ls R�uires TFi1 I _ _ SS R A 13 \• I. 'Mails .are conunon '.vire nails IJ N O. Ilardware is `�imp_son prodt,'-t II N 0 be extended with coupler nut and A307 11-thread rod � j 2. :loldOWn antl'.Of bolts Calf v �. tJ' 3 A:1 holdowns require 4X Inst u n o , one holdo\%ii is required at rack end of a shearwall l,".anel - _ , i • I 4. Miniinum concrete strength 2500 psi tight inch wide foundation wall is required at holdo%ins ` t-AV `� r' k. L� L �` 'y If ,N 5. AFI S><npson products to he installed per manufacturer's ir;strWIMIs Sex c.•irrrnt Sinn peon Catalog - G )/�'� ® y ' b M� X �� C� 7• .-. L� j {� .,� 6 Holdown A.F3 are in addition to the 5/9" \ 10" A 13 recluirecl in the Shearw3;l Schedule ;t 7 iour,(iatron Reinforcing #4 TR13 in stein wall, 2-44 cont In tooting 14 dowel- 'ji) if not monolithic pour Date °1 aw sy S C oN Fb ��•�! K v r .'�� Dr awn C� Sheet ��n &�;"AVEtJ uE ' C, '7,7 4 / / Of '"1 Sheet$ L I• ti J4 t"Wrilo Ott NO inne CIIEMMfNf• LEGIBILITY STRIP «....•.._ O I 2 3 4 5 6 7 8 9 IO i t 12 13 ! a i6 17 � � ic, IOMMWtcm 20 21 22 3 24 25 26 27 2e 29 30 at i 71" NNZ It _- REVISIONS By rl f1viZI1 Ir y VWK ASI �' ;V-4 '' =='�" *.AA -'tAL LIN to IO zt t t�'-�• k/1l b• © u F L or tF-, 6� �;�� p-E% -- -- � � �`► ��' � r `�v LA 47 U � :=�► '� tic- 41-x' -�-�C.. �rt•o w�r'� , � ,l-,. t 40,11 � Lo It Ce I L, NArr JU X - 4- K G/ ✓ �.1 M Ldp:i a <b 70oAv .*,A--A 1 � .. ��1,4,1 ;��Ei� �..� G•w?-�� t �.l t,., _. .. _... __ _ _._ , .. _ - - i F _ _ or �' �, t►y t`' ' too �: oma, �'.� `' ' �`S?^ C W �r x L© �, 1 c,, ter t+ o " �G _ - ----�- eco " o1 �a MIL. �✓1.,1�� i 1�✓ ` � 1. ��..�.fl� vC/ rr�..�,1..� � �,! � �i�;/f � �"',i ,•(s. ► I J A ,� l `� 431 Seismic Strap p Anchor (pa#ent pending) � VA, � �-0r cA bq, v— )c t 000 l M� , C�f� �-.� A ;;pedal 14 ga. (1.9mm) adjustable seismic corrugated veneer ILA _ anchor with two shear lugs• which is engineered for use with pencil _ ______._ _ _ � ..._..._..._�. _+,� . _..____ - �� -•Y <v � �-��t � ':... c....,.• � `..r' �� - ----�- � � — �— roty or Seismic t.aciur to resist out of plane movement and afford t / greater ductility in seismic zones 3 and 4 or Seismic Performance All_ �. /' ` / �"" � � �� '�►� � �� ! � Categories 0 and E can be nailed or screwed to woad stud hackujy and/ or screwed to metal stud backuf' Ilk t 1 �,A r t � It It _ ..._. uw 04: � � - '�'� fib• �%� �` ff^ 1 o1. _.. . ,uDate ,` Scale ,A�+� NQ'I1�'i 1 � � V -1, Drawee � %N C A^ � �1 Jots '/''"� 2. 4 Shoat 6,rlo-L 0 4 �k �`� �V LGN UE � 1 '�..r� �", w , LP-OO2 C4 � � fir " !- I z.� l .a � _ o �� ► 1 Or MMMMWM� r sn..r. to �r+�o 041100 Wow cu��w�. 'I��i t 1 i!�t��i 'i I i j I i `I 1 I ':�� '�... '. � ':_. t , ,. f - , - .'+�I�Ilgl�+[�....... ,. _' N9ktt.air d.ri1_.bs'ri.:4W�..i �u�,•., ..., . ,r";:. �. , � � � i li.� �(Ilii..Il�=.li�,lillillt�ll,I�i.11'Il1111111111111i„1 ,�,�1„t, ,�,-""+�;i'iiilliiil IIII�I111 Illl�lill Illl�illl IIIII{PII Iltl�!li�tPlP� 1Plil�l��' � LEGIBILITY STRIP p I _ I ilil iitl I " = Qm�+�, ;m " `' ? 14 19 20 21 22 23 24 25 26 27 2E� c � i� i all i t OI 9 b I00 � 1.It'd.�� .. .. ��. 4�'��.��„�. ��l.�1��.1t � �_► l I l I l �I L I V I I I l�i I ► I l i l l l l l l l l l l l i I�I l ► I I i l l l l l i ! I � I � i r MOM If M P.�VISIONS BY 1 / 1 4 IL ' ' �F � ' ' � � L k'_� � � ' �-- �' r� � '� r f„ 4 ' �� , � � /' � r ` `/ `� ��Ifc � •� �X1 � •�'�� i � !,�1 � �� 1-� k� e•��I �..�u / �. j��ri' �• � �'' +� � Gly, � ''� • � .�- � ..,� � � �' f, ��,. �, � c.e�,�•� �,,. 4 �� ...•# - T 1 I i I I r �� v Y I i I• / / . �. IL LI q Of i r1n L ik- r I A • r r V}•I /� (r i r ► 4- t / 1 \ `� , f r :. 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I w� Job �j�!� ( l��'r mow 01 / ' r Sheet 4j(itM G' 9 0� J� �'' ' Of �� Sheets left 14 FOIA11EO ON NO loom CLAAAMM • cm .. !EGIt3ILITY STRIP i IOm0.lcm i 2 3 4 5 6 7 8 g 10 11 12 13 14 _ Ig 20 21 22 23 24 25 26 27 28 29 30 c I I 01 B q H0NI $ 40a 1wilt-11T, Z L.1�1. ,1. �� ,� .1 . �� .L� � 1 � 11� 1111 illl � l � � l � llililiiiillllll � li � � llillil ► (�(► �� 1� 1� 111 ► �► I� IIIII� � II I I !I 0a I� I � lilil� iliil I I1 � li��lllili II�iII�l.11 ,�� lll� lillllilll . li a., to . .. _ REVISIONS BY e�lj < 4-X: (a -1 ye fr-%., + � 'fiY�l G,�. � +1 ' ?rU,l��+��- __ ----- to p•1.r. D✓U �,r �q�-'`( �p� - �•-" ®rte �� ► � �' r � I��/ � �_ `� Ccs � u r� 1 (0)C (o10 m, - _ 11 I ............ � `�' • i 1000, 1 ei LA 1 1 r 1 1 ? _7 _,Z--- t)A W14 -Z .\1X,1 . �' __...� _ �.- -.. -� -t- JL . D /[,�1 l {c(� t-k�"�'i/ f �i �• !�V' �,� �r 'Z r..� , .Q �' c, N l>, L + J �',bt.R l�ll►,�b� l f7 =� - t# "o�� ._.% -�--- , ��d 1�I ; i , �'1 00, II'� , `�'�Ow'✓` '[?h' _ _ . _- � I I � ,. - - - - : , .. �� e,�--�t�� • Iry I �- r t _ � 1 ,,� tr (� !V I �► tit " �,1 r i / r✓' C IC.i/ I �'�'� U—T L, X °. �/ � %„' �'� 3'�fd � .1�, .. _ _ r� 4� N � y • - � �� Y" V j ' k✓�� rt 10,4 — No, u Cte2 I WIN + FRESH AIS ■ y � ... e �.. DAMPER .� ` ` RXRF-FBA1 (manual) k l ! I } RXRF-FBB1 (Motorized) ` M �Te I-T�-t vev� Y �'f''k v C. fit. } !� r..� �G L,�, -�"' ' •'�,' !' - ,,�h:#� Kt Gc'r'"l,0 U,N l T 'T o � U LiPOO �• - ��-M � M� �'''� �- . , ` , ' `' , � _ oats t� c�' �, �v ' � ' r�' � �"�-- ''� LCL% C N >� '� :."K. OF -.y �.'` , .��1r�cSy7 scala 1 J '� 1.� JA 4TYP 4 PLACES) CIO ` `, ' -• Drawn qv� 110 1 '. I Job bel Sheet 1 Ole sw too o � - , ,w orur��n Qhs U@Wc Corvv*mlom 0 Of � Sheet* • x N r"WTft ON 00 MW CUAPO"WY • , , . . .......... ,_.__.. - _„ ....—......, cm LEGIBILITY STRIP D 3 4 5 s e s 1 1 i i Omm :I Cm O 1 12 13 14 IE 17 18 19 20 21 2'2 23 24 25 26 217 26 29 30 ,4k ?1000 I , i I ► I I pl 1 S► HONE stiloo 0z Ili� ll , Ilililll�� Iti� I � li � � lii � l � l � � iiii � lili� lllll ► I � � lil li i � i 1 �� 1111 Q �i_Ia.J.a1�1� ILII •► H REVISIONS 8Y Ca?FA44 0-A590 rOt M E CA YE1.1 TI LAP O3 4 s P d1.1. BE PiZCN 1 060 VV ttrb.Dl LV__ I 4 0 0 T-6 F I*SW IT04 Ld CATEO 1,10 tAe4f E IVA 4 .4`� APg r4". � C• --- -------._._ .___. G•Ltt`1 CLl2 P� U N l rS S . t-1LV E ,� M I►(, ��(��►�l �� !G I�.1•jG� �n i•1 fL O F AT HAJC ca.F�"�1 v -72 e�►.t�►1, c e,�ac t _ - - Ae 1006 T5 116L Wl LL 6 �.1 D A:M e, Ar ,s 5 ; ( i i -�•-u��biii:�uG1S l►� vt,�lL� b+Jv L-t;�r�f, S►�LL IN - I a,e►z 0 Utz gE I�tsuc�T�v w/ -- — ��w�.5 Pec �,• I N __� r�T�o �+G haau.. 4ldv� tiTUIre c�TAT '.4i 4 a ¢AAQF_etc 1554-_ L*Ps . IT SkI1 rat Pj I It7 a,6TA" TO P M7V I D CF A Tr44 17, "t Jcz E OF 00' RILL g 6AJ I QL�or II .fie__ t,[. IE t�Ve�. �Ksr��c S►.� r3 equlPFW t•t/ t&".c0. 4 60"-r.CIO WNTIzoL6. �.,&eA e tui o4l Ar L New s~ e► t I _ a� To aix,w FZe Z IG.ZO O VAT H66 OZ e00L Nom. . - � ► ' I�`' ^ � r :- - � C- T � D� MCt'c:�. �al,I .5 ��.,..Ll�INS h►s� 1A44 -4PALL 9E OL41 PC'EV '27 BM�u 1 P910 -M PrZvIS�4rt A-0-1 O(A TL -&-Wa'T'EQ kFAT�2 SNdLL P&46 A"TO�- G 7r-MP• en"yWt,6 c...AFIA.PL9 4210 -F IZ1�M L,0W�t �'0 01 Co N S /�G.'=f'TA p�l 1 ►1 P, j`(I►J G 3 Fc CL C�►. I►,1T�.1.1 U p c.l 5 E ` �� l ..- PEAT V_ 51.1D• P&A A. �I Tc o Ta u 1 ` . .► M I .3 G r•EK � - SF1 G 1�1�- � JIYt'1•1 C�3� ' `• �' _ � � [� ."• - - - -- �-1' [N FT�T� Ol.t P.�►T� �- � I T' r t I cF M F M r- rte D� -5A614 C-�6Y_ c�nA r M 1 i � A,L_ IoXr. J -I QTS &RCac-1N 9 W I N OOW A41 D UCYj(Z. FTZaf.�l!�� ef—'T1N�� WALL.OJ D I _ __ 1 , _ - Z AT_ ►cam T p ZOU(4GJ btt5, Lam' - .--- k i 'i�E W A.r-L I u � � Fad �1 p V1. LL L&4e �\ ' �, 4 -- i -AIJfJ ��vR t til�c-� L4T101.1 I I ► ' j ' L, Z=I Z(No- TO E D C O gt-X W,J '�Z"bl tz S F IiCF. t~ y taw, ccK-� �-- I I - --- l I ( e a�t A s s 1!<r+r3 L� _ ' � .- j Iry , 1R I --.ice-- ` -- I � j .. - ✓G�,' __ ilii _ - Cil�1_f_L�f" _ _!/}1G(_K � _ I Nay Gf' 1xLc. 'IT r •, l0 r � I � �. � � --" _��L��-�lL� �� ?'�✓�Pi '1�-R �� O� '�1-{� Cpr+'�.o L :' b � � _- •ter% ✓, � .�a-�=z>�.II _ -_ - � C �:nU,� , cif•_ .,.-F,�. ;•�J.� , ,� � 1 - - , ►----- ' //- {� � - ( " , L.-- ! _, -.f ✓✓1� _}"�"�'lj�__ --� -v_.Y`�.'�`,.;. _ �''' �i%,'�C'�"i.:�l ,l�:I �✓�J✓` - : D C4c�..f.C Y t' V L/ ' � �' ' �i '' �I �- ��' � �' -------- - --- �-` __ _ __ �^ '�'. h►G { tC .,�..�r..- Wt f.. _ � J•`-�J�� ",_ 1 ?.�F. �i U,y��, . � 14 10�� *' 71 l .. �/►�,�,DK,_ -�r"i,,1 I„�I r�.a l• l �-.�-I � n� ; I � t>�t��.�.r��- ate-=-�u.� _�N�t r��o u� �.�,�-� �;N�:v� ice.% �, - rte► --��.�.'.,�-.. t I t "C` • ___ _ T...--'s--_ r -_�"--= 1.. .- --a---- - _.la___.. ._ _ ----- -� _��- - —`--�= - _ .._ ._ __ ._ _ _: _-v�-mapy. 1��4'►L N :G-�Df.-.Jvji5' j C ��EL •; �� -�-- '►i 'u I t �✓7'- ''i ✓ 4'�V i ---��c:�C� N -i1 rrii t 1 iC. .l�"I" .�-'t%1 C%; _ I 4_ �c �Z� _' 1 The sus,-��ncied acoustical ceiling system shell he anchored to resist lateral seismic forces [Section 1 �?0 2 and Table 160]. Provide suspension wires not �f_ a p1g ____ ____ -�_______ .. _.__ I? �„� 9f �.,,r�u �„r•r , T �,, ,� ✓ smaller than No. 12 gauge spaced at 4' on canter, perimeter wires on terminal / II ends of cross and main runners at a maximum of 8" from each wall, four No. 12 � � (i AT�1551r*4�9T gauge wires splayed 90 degrees from each other at an angle not exceeding 45 I •1 degrees from the plane of the ceiling with a strut centered and extending to the strtictural meMbers suo orcin, the floor ,.)r roof above ands aced 12' on center in both (111-ections starting 6' from each wall. All lighting fixtures weighing less than 56 lbs. shall be positively attached to the suspended ceiling system [ASTM .�3�� ' lit EcT � __ CG35-94]. When using an intermediate grade system, No. 12 gauge wires shall �_ cc rluul� (�Mr� _� , t b„ attached to the grid mernbers within 3 of each corner of the fixtures, and a � v , * - lighting fixtures weighing less than 56 lbs, shall have two No. 12 slack wires MAIN E' oUl } �. r � , , , connected from the fixture to the structure above . Ceiling mounted air terminal; or services weighing less than 20 lbs. shall be positively attached to ceiling runners. �- '� __ ---- NOT r E. 1 ` ; L 4G►1 T F1 w TUFFlf UT ?1 B5 I _ Date 7 - ' r� , `''` � \, �/ `i t �� t � e � ��' t � r'IAxIP'!l?'1 ; C;l.C�1 j3I LE)5 CA�'ITAI. T>uSj9 19 'E^ • ,/ J .� w f, s C 81A ' f� J , ' SUSPENDED CEILINGI S fRUT V I � � -ti r• 11P,At Drawn job('-Of toq lit f / 0 ( Sheets 1• ! Z ""4"10 OM p►Q 10004 CIIAA/AIM1 • NOW- LE•GIl3ILITY STRIP -� - _ , • � ��: �� , ; :� " �� T R P 0' l 2 4 7 23 � 4 25 2e 27 2e 6 9 e HONI 9 lOa i Oz _ . 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Q as v a o a a a a n. of w w U)) cn n LL o )C) 00 O m .- ti co m U) tD O O N O O N m N co N (V O O N N N N m O O If 0 O O O O O O O O O O O O t- r r- r n N O O O U u U U U U U U U U U U U U U U U U U U t t L r t F- r H r F- fn cn (n cn N U7 cn (n (n cn 0 0 w (n (n (n (n cn (n (n / / \ 2 \ 0 in m ® �5 °» 2 ) , ) V) - § § \ 10 0 '0 ] w75 ) / 3 { 6\ 2 ƒ ƒ \ ƒ \ \ § CL \ § § 0 N \ ) ƒ / / § { \ G j j \ 3 a,7 ) 12 < m = c w R < _ ] > �f j_ f_ ƒ) /_ ƒ T- 0 k k ) ) ) J_ LO _ ƒ 2 m } / 7 / ƒ a 7 \ / ± ƒ ƒ § � ƒ \ z z o \ _ k e § 2 § c \ $ g� / � ) / n a ƒ i / / /ƒƒ r- r- r- � emw N ) ) §j ) $ $ 3 3 § Ln G \ 3 m / / Ln _ 2 Q \ \ ) G 3 / � : d 2 " ( 2 { 0 ƒ b 2 \ K k k f / § ) ) V ) f J e « n \ / \ \ \ / % } \ 2 r r- 00 / \ r- \ 2 § ( § \ § / § « « n m n m = m O CD O _ C 3 U r ro a 07 7 N N L ro N.N C _ Y C O O O O ro O C O N O d. O �O O x E O N N nV C N C C ro W O C w 10 Cl Op ro Om O Z C U �V L O1 pQOi�> m O O d m Q� O� QOi N O V N d N N N CV 7 ` O O O O O O N 0 0 O Q d �p m p > 2 I S Z 2 _ 04 = zp zp zp zp zp p z 00 O to C) Q w w c/) N N z z <n a o o a ra T a a o m Cw7 ci co F' � o v c N N co O cn ^� ry W 61 C3 V 4 � fD O Q: H N Y F- J > _ C ♦y O en C Q1 � C LL) S p p y c J O 2 U 7 Q _ LL r= a cr - V v aU')o O o c p O 1� O O O coU P n c C (D N N CL _V) L_ O N 7 V) (n L 3 O U Q C (9 CL O) U m U a 0 O MP U r O (D N O �C Q U m L- C o D th 0 c Z M C _O O C O C O 0) L O w O C N E a In ri n 0 m o g Q) o Q � rn O 00 2 D 02/16/2000 Conditions Associated with Case #: SDR98-00024 ; 3:43:27 PM Cond. -tat. Changed Updated Code Title Hold Status Changed By Tag Updated By 0001 SITE PLAN(REVISED)TTDS Met 04/30/199 MJR 04/30/1999 MJR The applicant shall submit a revised site plan for review and approval by the Planning Division. The plan shall indicate that street trees will be place between the sidewalk and street at a minimum spacing of 22 feet on center in compliance with the Tigard Triangle Design Standards for local streets. The applicant must also submit written evidence providedby a landscape architect that the proposed street tree species meet the spreading dimension specified. STAFF CONTACT: Mark J. Roberts,Planning Division 639-4171. 0111 BICYCLE PARKING SPACES REQUIRED Met 04/30/199 MJR 04/30/1999 MJR The revised site plan shall indicate that a bicycle rack with a minimum of one(1)bicycle parking space will be provided. The bicycle rack shall be located in compliance with TMC 18.106.020.0.2. STAFF CONTACT: Mark J.Roberts, Planning Division 639-4171. 000,1 VERTICAL SEP.-WAL KWY/DRIVEWY/PARK Met 04/30/199 MJR 04/30/1999 MJR The revised site plan shall indicate that a six-inch(6")vertical separation between walkways and driveways/parking areas will be provided. STAFF CONTACT: Mark J. Roberts,Planning Division 639-4171. 0001 RECIPROCAL EASEMENT APPROVAL Met 04/30/199 MJR 04/30/1999 MJR The existing reciprocal easement which will ensure access and maintenance rights shall be reviewed and approved by the City. STAFF CONTACT: Mark J. Roberts,Planning Division 639-4171. 0096 TREE MITIGATION PLAN REQ'D Met 04/30/199 MJR 04/30/1999 MJR The applicant shall submit a mitigation tree planting plan for the proposed off-site mitigation planting As an alternative,a fee-in-lieu may be paid to reimburse the City's cost for future planting of said trees. STAFF CONTACT: Mark J. Roberts, Planning Division 639-4171. 0119 P-IMP PERMIT RQ'RD IF NO LID Met 04/30/199 MJR 04/30/1999 MJR If the City Council does not approve the LID,the applicant will be required to obtain a public improvement permit from the City to construct certain public improvements to serve this project. Five(5)sets of detailed public improvement plans and profile construction drawings shall be submitted for preliminary review to the Engineering Department. (NOTE: these plans are in addition to any drawings required by the Building Divisloi,and should only include sheets relevant to public improvements).Public Improvement plans shall conform to City of Tigard Public Improvement Design Standards, available at City Hall. 0018 COMP AGRMNT/$ASSURANCE INFO READ Met 04/30/199 MJR 04/30/1999 MJR If a public Improvement permit is required,the Engineering Department shall be provided with the exact legal name, address and telephone number of the individual or corporate entity who will be responsible for executing the compliance agreement(if one is required)and providing the financial assurance for the public improvements. For example,specify If the entity is a corporation,limited partnership,LLC,etc. Also specify the state within which the entity is incorporated and provide the name of the corporate contact person. Failure to provide accurate information to the Engineering Department will dewy processing of project documents. 0087 STREET ACCESS RESTRICTIONS: Met 04/30/199 BDR 04/30/1999 BDR The applicant shall provide a construction vehicle access and parking plan for approval by the City Engineer. All construction vehicle parking shall be provided on-site. No construction vehicles or equipment will be permitted to park on the adjoining residential public streets.Construction vehicles include the vehicle of any contractor or subcontractor involved in the construction of site improvements or buildings proposed by this application,and shall Include the vehicle of all suppliers and employees associated with the project. 0064 ROW(ADDTN'L)DEDICATION Met 05/07/199 BDR 05/07/1999 BDR Prior to issuance of the site and/or building permit,the applicant shall dedicate additional right-of-way at the corner of SW 69th Avenue and SW Franklin Street to provide a ROW radius of 20 feet. 0125 3/4-STREET IMPROVEMENT REQURMNTS Met 04/30/199 MJR 04/30/1999 MJR CL ►— If the proposed Lid is not approved,the applicant shall construct 3/4-street Improvements along the frontage of SW 69th Avenue. The improvements adjacent to this site shall include:A. City standard pavement section from curb to centerline equal to 18 feet(plus 8'of pavement on the opposite side of the centerline);B. pavement tapers needed to tie the new improvement back into the existing edge of pavement shall be built beyond the site frontage;C. concrete curb,or curb and gutter as needed;D. storm drainage, Including any off-site storm drainage necessary to convey surface and/or subsurface runoff; E. 6-toot concrete sidewalk;F street trees behind the sidewalk spaced per TTDS requirements;G. —� street striping;H. streetlights as determined by the City Engineer;I. underground utilities;J. street signs; and K. CZ adjustments in vertical and/or horizontal alignment to construct SW 69th Avenue in a safe manner,as approved by the Engineering Department u.; 0125 HALF-STREET IMPROVEMENT REQURMNTS Met 04/30/199 MJR 04/30/1999 MJR If the proposed Lid is no!approved,the applicant shall construct half-street improvements along the frontage of SW Franklin Street. The Improvements adjacent to this site shall incl N. City standard pavement section from curb to centerline equal to 18 feet,B. pavement tapers needed to tie the nprovement back Into the existing edge of Pavement shall be built beyond the site frontage,C. concrete curb, curb and gutter as needed;D storm drainage, including any off-site storm drainage necessary to convey surface and/or subsurface runoff;E. 6-foot concrete sidewalk; F. street trees behind the sidewalk spaced per TTDS requirements;G. street striping H. streetlights as determined by the City Engineer; I. underground utilities,J. street signs;and K. adjustments in vertical and/or horizontal alignment to construct SW Franklin Street In a safe manner,as approved by the Engineering Department. Page 1 of 2 02/16/2000 Conditions Associated with Case #: SDR98-00024 3 43:27 PM I Cond. Stat. Changed Updated Code Title Hold Status Changed By Tag Updated By 0001 PROFILE OF 69TH AVE REQUIRED Met 04/30/199 MJR 04/30/1999 MJR If the applicant is required to construct street improverrents,a profile of SW 69th Avenue shall he required,extending 300 feet either side of the subject site showing the existing grade and proposed future grade. 0101 TUAL VALLEY H2O CONNECTION PERMIT Met 04/30/199 MJR 04/30/1999 MJR If the proposed LID is not approved,the applicant shall obtain a permit from the Tualatin Valley Water District for the proposed water connection prior to issuance of the City's public improvement permit. 0001 SANITARY SEWER EXTEN"ON REQUIRED Met 04/30/199 MJR 04/30/1999 MJR If the proposed LID is not approved,the applicant shall extend the 8-inch public sanitary sewer line northerly in SW 69th Avenue to the north property line of this site. 0031 FEE IN-LIEU/ON-SITE H2O QUAL FAC Met 02/16/200 RDP 02/16/2.000 RDP Prior to issuance of the building permit,the applicant shall pay the fee in-lieu of constructing an on-site water quality facility. The fee is based on the total area of new impervious surfaces in the proposed development and will be equal to the most current fee adopted by USA and the City. The fee will be calculated by the Commercial Plans Examiner.STAFF CONTACT: Jim Funk, Building Division 639-4171. 0026 EROSION CTRL PRVD W/P-IMP DRAWNGS Met 04/30/199 MJR 04/30/1999 MJR .r An erosion control plan shall be provided as part of the public improvement drawings. The plan shall conform to"Erosion Prevention and Sediment Control Plans-Technical Guidance Handbook,February 1994." 0001 BLDG FINAL REQ'RS LID IMP COMPLTN Met 01/06/200 BDR 01/06/2000 BDR Prior to final building inspectin,if the proposed LID is approved,the following condition shall apply:Prior to a final building inspection,the LID improvements shall be substantially complete. For reference,"substantial completion"means that all of the underground utilities are installed and tested, street lights are installed and ready to be energized and the paving for the streets is completed. In the event the LID improverrents are delayed beyond the contract completion date,this condition will not prevent the issuance of a temporary occupancy permit,provided the applicant has submitted a temporary access plan that is acceptable to the City Engineer and as long as other public facilities are functioning to serve the building. 0008 BLDG FINAL REQ'R P-IMP COMPLETION Met 01/06/200 BDR 01/06/2000 BDR If the proposed LID is not approved,the following condition shall apply: Prior to final building inspection,the applicant shall complete the required public improvements for this project,obtain conditional acceptance from the City,and provide a one-year maintenance assurance for said improvements. 0005 AS-BUILT DRAWINGS OF P-IMP PRVD'D Met 01/06/200 BDR 01/06/2000 BDR If the proposed LID is not approved,the following condition shall apply Prior to a final building inspection,the applicant shall provide the City with as-built drawings of the public improvements as follows 1)mylars;and 2)a diskette of the as-builts in"DWG"format,if available,otherwise"DXF"will be acceptable. (NOTE: if the public improvement drawings were hand-drawn,then a diskette is not required) NOTE LID was approved,so City provie tie as-built a rx t— N Y H J C� W J Page 2 of 2 CITY OF TIGARD BUILDING INSPECTION DIVISION MST 24-Hour Inspection Line: 639-4175 Business Line: 639-4171 BUP W-60165- Date -6016SDate Requested AM_ PM BLD Location '� y� !/ Suite MEC Contact Person f % Q 71 Ph 5/ PLM _ Contractor Ph SWR /1799 )6eZ I3UILDIN Tenant/Owner ELC Retaining Wall ELR Footing Access: Foundation FPS Ftg Drain _ Crawl Drain Inspection Notes: SGN Slab Post&Beam -- SIT —C�AJC 1� Ext Sheath/Shear Int Sheath/Shear Framing Insulation �— Drywall Nailing Firewall _ Fire Sprinkler _ - --------------- -___._-_------- Fire Alarm �— Susp'd Ceiling -- - ----- ._...--- ---- -- ---- Roof ART FAIL ----� Post& Beam ----- ----- Under Slab ice ita Sew -- _ Rain brains Final FAIL _ -CHANICA Post & Beam - Rough In Gas Line Smoke Dampers _ PART FAIL ELECTRICAL _ Service Rough In UG/Slab Low Voltage F- F i rm P PART FAIL SITE Backfill/Grading -� Sanitary Sewer Storm Drain [ ] Reinspection fee of$ required before next inspection. Pay at City Hall, 13125 SW Hall Blvd Catch Basin Fire Supply Line ( ]Please call for reinspection RE _ _ [ ]Unable to inspect-no access ADA Approach/Sidewalk Date aea` ^ _ Inspector_ C� _ Ext Final PASS PART FAIL DO NOT REMOVE this inspection record from the job site. CITY OF TIGARD BUILDING INSPECTION DIVISION MST 24-Hour Inspection Line: 639-4175 Business Line: 639-4171 — – / f- �+ BUP Date Requested 1/ j C'�-' SAM/ PM BLD Location / C' c� y-!-I Suite MEC Contact Person _ Mi cH" Ph PLM Contractor Ph SWR BUILDING Tenant/Owner z(; X25 f�(}Zr .ELC Retaining Wall Footing ELR Foundation ACCeSs: JFPS Ftg Drain Crawl Drain Inspection Notes: GN Slab �_ SIT Post&Beam Ext Sheath/Shear Int Sheath/Shear Framing ` Insulation Drywall Nailing Firewall _— Fire Sprinkler _ Fire Alarm 'F Susp'd Ceiling ,n U/ �� yy )e)0':: Roof Misc: Final PASS PART FAIL PLUMBING Post&Beam Under Slab Top Out __..- Water Service Sanitary Sewer Rain Drains _ Final i PASS PART FAIL MECHANICAL Post& Beam --- — --- _- Rough In Gas Line Line — Smoke Dampers Final — — - PASS PART FAIL ECT L -- Service o Rough In ~^ UG/Slab I 8rm TIFrl( SS ART FAIL _ Backfill/Grading -- _, Sanitary Sewer Storm Drain [ )Reinspection fee of$ required before next inspection. Pay at City Hall, 13125 SW Hall Blvd Catch Basin [ )Please call for reinspection RE: unable to inspect-no access Fire Supply Line _ [ P ADA Approach/SidewalkL Other Date _� Inspector Ext Final PASS PART FAIL DO NOT REMOVE this inspection record from the job site. CITY OF TIGARD BUILDING INSPECTION DIVISION MST 24-Hour Inspection Line: 639-4175 Business Line: 639-4171 BUP r Date Requested h -�' AM PM BLD r' ) / Location , - L D fi` �� Suite MEC 4 Ct 3 Z Contact Person _1 J2 �— Ph S 1 u a PLM _ Contractor Ph SWR _ BUILDING Tenant/Owner ELC _ Retaining Wall _ ELR _ Footing Access: Foundation FPS _ Ftg Drain SGN Crawl Drain Inspection Notes. --- Slab SIT Post&Beam Ext Sheath/Shear _ Int Sheath/Shear Framing Insulation Drywall Nailing Firewall Fire Sprinkler Fire Alarm Susp'd Ceiling Roof Final PASS PART FAIL PLUMBING Post&Beam Under Slab .Top Out - - -- -- -- ----- - --- Water Service Sanitary Sewer -----___ Rain Drains Final PASS PART FAIL M CHANICAI— Post& Beam ----- --- -- Rough In Gas Line - - - - - -- - -- - Sm ampers AS ART FAIL E ICAL Service Rough In UG/Slab Low Voltage Fire Alarm Final PASS PART FAIL SITE Backfill/Grading Sanitary Sewer Storm Diain [ j Reinspection fee of$ required before next inspection. Pay at City Hall, 13125 SW Hall Blvd Catch Basin [ ] Please call for reinspection RE: [ J Unable to inspect-no access Fire Supply Line ADA Approach/Sidewalk Date Inspector Ext Other Final PASS PART FAIL DO NOT REMOVE this inspection record from the job site. CITY OF T I C A R D ELECTRICAL PERMIT- RESTRICTED ERMIT-RESTRICTEQ ENERGY DEVELOPMENT SERVICES PERMIT#: ELR2000-00002 13125 SW Hall Blvd.,Tigard, OR 97223 (503) 639-4171 DATE ISSUED: 01/03/2000 SITE ADDRESS: 12540 SW 69TH AVE PARCEL: 2S?01AA-08302 SUBuIVISION: WEST PORTLAND HEIGHTS ZONING: MUE BLOCK: LOT: 029 JURISDICTION: TIG Proiect Description: Install burglar alarm in existing commercial building. A.RESIDENTIAL B.COMMERCIAL _ AUDIO & STEREO. AUDIO & STEREO: INTERCOM & PAGING: BURGLAR ALARM: BOILER: LANDSCAPE/IRRIGAT: GARAGE OPENER: CLOCK: MEDICAL: HVAC: DATA/TELE COMM: NURSE CALLS: VACUUM SYSTEM: FIRE ALARM: OUTDOOR LANDSC LITE: OTHER: HVAC: PROTECTIVE SIGNAL: INSTRUMENTATION: OTHER: ALARM X _ TOTAL#OF SYSTEMS: 1 Owner: Contractor: ROTH, J T JR + THERESA ADT SECURITY SERVICES, INC 12600 SW 72ND AVE, STE 200 2815 SW 153RD DR TIGARD, OR 97223 BEAVERTON, OR 97006 Phone: Phone: 503469-7100 1/'1f Reg#: LIC 0059944 0 j� I GINA L ELE 26209CLE _ FEES Required Inspections Type By Date Amount Receipt Low Voltage Inspection PRMT KJP 01/03/200C $60.00 HAND Elect'I Final 5PCT KJP 01/03/200C $4.80 HAND Total $64.80 This Permit is issued subject to the regulations contained in the Tigard Municipal Code, State of OR. Specialty Codes and all other applicable laws. All worK will be done in accordance with approved plans. This permit will expire if work is not started within 180 days of issuance, or if work is suspended for more than 180 days. ATTENTION: Oregon law requires you to follow rules adopted by the Oregon Utility Notification Ce+nter. Those rules are set forth in OAR 952-001-0010 througAR 952-001-0080. You may obtain copies of these rules or direct questions to OUNC at (503) 246-1987. Issued by - ,1 I tom Permittee Signature -l clL'L't.� OWNER INSTALLATION ONLY The installation is being made on property I own which is not intended for sale. lease, or rent. OWNER'S SIGNATURE: DATE: cz ---- -- — J -----.----------------CONTRACTOR INSTALLATION ONLY SIGNATURE OF SUPR. ELEC'N /L/ _ DATE:_ LICENSE NO: Call 639-4175 by 7.00 P.M. for an inspection needed the next business day CITY OF TIGARD RESTRICTED ENERGY ELECTRICAL APPL �aE� Recd by: 13125 SV`,,;t-IALL BLVD �Q yyip/ FGARD OR 97223 0�3-/ M PRINT OR TYPE Date Recd: V- 503-639-4,171 X304•/�` -. �/3�� JAN - 503-598-1960 1 COMPLETE OR ILLEGIBLE APPLICATIONS Cust.Call'd: WILL NOT BE ACCEPTOMMUNIfY DUELUPMENi Name of Development Project TYPE OF WORK INVOLVED -RESIDENTIAL ONLY Restricted Energy Fee... ................................... $60.00 (FOR ALL SYSTEMS) JOB Street Addresss Ste# ADDRESS %�v 's ) �p� Check Type of Work Involved Ci it tZip ❑ Y P 9n #�' Audio and Stereo Systems — N e ❑ Burglar Alarm OWNER Mallin Add s ,l —` ❑ Garage Door Opener- UrW L� Heating,Ventilation and Air Conditioning System" y/State zip Ph)neL# G Name 7 ❑ Vacuum Systerns' ADI SECORITY SERVICES,INC. 2 ❑ Other :ONTRACTOR Mailing Ad 9° BEAVER[ON,OR 97006 _ TYPE OF WORK INVOLVED-COMMERCIAL ONLY _ Prior to issuance a City/State ip Phone# Fee for each system.............................................. $60.00 q :opy of all licenses ^Ua / �" E OAR 918-260-260) are required if Or!Ap o rd Lic.# Exp] O to ` L expired in C.0 T. `'j IC/ �� Check ype of Work Involved data base). El ec r cal o .Lic.# Exp ate ❑ Audio and Stereo Systems r C O.T.or Metro Lic.# x Da ❑ Boiler Controls Owner's N:+mini _ ❑ Clock Systems OWNER - Mailing Address APPLICANT ❑ Data Telecommunication Installation City/State Zip Phone# ❑ _ Fire Alarm Installation his permit is issued under OAF_918-320-370 This applicant agrees to r Me only restricted energy installations(100 volt amps or lei)under this HVAC armit and to do the following: ❑ Only use electrical licensed persons to do installations where required. Instrumentation Certain residential and other transactions are exempt from licensing. ❑ Intercom and Paging Systems These have asterisks('). All others need licensing; Call for inspections when installation under this permit are ready for ❑ Landscape Irrigation Control' Inspection at 503-6394175; ❑ Medical Purchase separate permits for all installations that are not ready for an inspection when the inspector is out to inspect under this permit; ❑ Nurse Calls Assume responsibility for assuring that all corrections required by the ❑ Outdoor Landscape Lighting' inspector are done,and; ❑ Protective Signaling �� - Assume responsibility for calling for a final inspection when all of the Other G'w''„' correctiuns are completed rn — _---- rmits are non-transferable and non-refundable and expire if work is not r irted within 180 days of issuance or if work is suspended for 180 days. Number of Systems J cc e person signing for this permit must be the applicant or a person ' No licenses are required licenses are required for all other installations horized to binl the applicant. _J FEES:_�, / • _�. FEES: gnat ENTER ENNTEER FEES CA ItURCHARGE(.05), r OTAL ABOVE) E_ thority if other than Applicant TOTAL $ .o tstformsvesele doc 3198 CITY OF TIGARD BUILDING INSPECTION DIVISION MST 24-Hour Inspection Line: 639-4175 Business Line: 639-4171 BUP Date Requested AM PM BLD Location t'_ ` ,t-� �l ' Suiteq MEC Contact Person Ph `5 / ' g PLM Contractor _ Ph SWR BUILDING Tenant/Owner ELC Retaining Wall ELR Footing Access: Foundation FPS _ Fig Drain SGN Crawl Drain Inspection Notes: Slab 'IT Post& Beam Ext Sheath/Shear Int Sheath/Shear Framing ------ ---- - _.-�� Insulation Drywall Nailing �_--- Firewall Fire Sprinkler -- -- - ------..------ ---------- �- Fire Alarm Susp'd Ceiling Roof Final P ART FAIL --- _- -- _ ----- ---- -- -- - .._. LUMBING Post & Beam Under Slab Top Out Water Service Sanitary Sewer Rain Drains -- - I 2 :�F'14SS_3 PART FAIL - - -- -- -- - MECHANICAL_ Post d Beam Rough ---- ---- - - - Rough In Gas Line Smoke Dampers Final -- -- - - - PASS PART FAIL ELECTRICAL Service - ---- - Rough In UG/Slab Low Voltage - _- c� Fire Alarm ---_ ---�_------ -- > final PASS PART FAIL SITE _ ° Backfill/Grading - - Sanitary Sewer -- Storm Drain [ j Reinspection fee of$ required before next inspection. Pay at City Hall, 13125 SW Hall Blvd Catch Basin ( J Please call for reinspection RE: ( J Unable to inspect-no access Fire Supply Line ADA Approach/Sidewalk pate _Inspector Ext Other Final PASS PART FAIL DO NOT REMOVE tihis inspection record from the job site. CITYOF T I GA R D MECHANICAL PERMIT !� PERMIT#: MEC99-00132 DEVELOPMENT SERVICES DATE ISSUED: 01/11/2000 13125 SW Hall Blvd.,Tigard, OR 97223 (503) 639-4171 PARCEL: 2S101AA-08302 SITE ADDRESS: 12540 SW 69TH AVE SUBDIVISION: WEST PORTLAND HEIGHTS ZONING: MUE BLOCK: LOT: 029 JURISDICTION: TIG CLASS OF WORK: NEW FLOOR FURN: C EVAP COOLERS: 0 TYPE OF USE: COM UNIT HEATERS: 0 VENT FANS: 2 OCCUPANCY GRP: B VENTS W/O APDL: 0 VENT SYSTEMS: 0 STORIES: 1 BOILERS/COMPRESSORS HOODS: 0 FUEL TYPES 0 - 3 HP: 3 DOMES. INCIN: 0 GAS 3 - 15 HP: 0 COMML. INCIN: 0 MAX INPUT: 0 BTU 15 -30 HP: 0 REPAIR UNITS: 0 FIRE DAMPERS?: 30 -50 HP: 0 WOODSTOVES: 0 GAS PRESSURE: 50 + HP: 0 CLO DRYERS: 0 FURN < 100K BTU: 0 AIR HANDLING UNITS OTHER UNITS: 0 FURN >=100K BTU: 0 <= 10000 cfm: 0 > GAS OUTLETS: 1 10000 cfm: 0 Remarks: Mechanical work associated with the construction of single story, 6,000 sq ft office building. Owner: FEES Type By Date Amount Receipt PRMT BON 01/11/20( $58.00 00-321083 5PCT BON 01/11/20( $2.90 00-321083 PLCK BON 01/11/20( $14.50 00-321083 Phone: Total $75.40 Contractor: TRI-COUNTY TEMP CONTROL INC 13150 SE CLACKAMAS DRIVE OREGON CITY, OR 97045 REQUIRED INSPECTIONS Gas Line Insp Phone:654-3115 Mechanical Insp Reg #: Duct Inspection S.D. Shut-down Final Inspection ORIGINAL I- This permit is issued subject to the regulations contained in the Tigard Municipal Code, State of Ore. .`' Specialty Codes and PSI other applicable laws. All work will be done in accordance with approved plans. This permit will expire if work is not started within 180 days of issuance, or if work is suspended for more than 180 days. ATTENI-ION: Oregon law requires you to follow rules adopted in the Oregon Utility Notification Center. Those rules are set forth in OAR 952-001-0010 through OAR 952-001-0080. You may obtain copies of these rules or direct questions to OUNC by calling (503)246-9189. Issue i3y: h �. 4?��_ L Permittee Signature: r1 _ Call (503) 639-4175 by 7:00 P.M. for inspections needed the next business day r Z� Plan Check# �� CITY OF TIGARD Mechanical Permit Application Recd By 13125 SW HALL BLVD. Commercial and Residential Date F'ec'd TIGARD, OR 97223 Date to P.E. (503) 639-4171, x304 Date to DST Print Or Type Permit# Incomplete or illegible applications will not be accepted called Name of Development/Project Description _Emil oyer Overload Table 1A Mechanical Code Qt Price Amt Job Street Address sufie# A) Permit Fee rePt!r.'i i4?r€z;: ` 10.00 Address SW 69th t) Furnace to 100,000 BTU including duets&vents see footnote 1,2 �1 6.00 Bldg# Cit /State Zip 2) Furnace 1170,000 BTU+ Tigard, Or. including(,ucts&vents see footnote 1,2 7.50 Name or name of business) 3) Floor FUr�lace Owner J. Roth,Jr. & Theresa A. Roth includincvenI see footnote 11,2 6.00 Mailing Address 4) Suspended heater,wall heater or floor mounted healer see footnote 1,2 6.00 12600 SW 72nd #200 5) Vent not included in appliance permit City/Stale Zip Phone 3.00 —Tigard, Or. 97223 639-7.639 Check all that apply: *Boiler Heat Air Name(or name of business) -- For Items 6-10,see or Pump Cond Qty Price Amt footnotes 1,2 Comp •• r_mp l oyer Overload 6)<3HP;absorb unit to Occupant Mailing Address t00K BTU X X X 3 6.00 1 0 7)3-15 HP;absorb unit City/State Zip Phone 100k to 500k BTU _ 11.00 8)15-30 HP; absorb unit 5-1 mil BTU 15.00 Contractor Name 9)30-50 HP;absorb ri County Telup Control unit /-1.75 mil BTU _ 22.50 Prior to permit Melling.Address 10)>50HP;absorb unit issuance,a copy 13TSO S Clackamas River' Dr. >1.75frill BTU _ 37.50 of all licenses Cny/Mate I P� 11)Air handling unit to 10,000 CFM are required if Oregon City, Or.9f�4 .,P)7:y2220 _ 4.50 expired in COT ^�L u ~, ew^M'k„ F LtSe 00 12)Air handling unit 10,000 CFM+ r 23 7.50 Architect Name 13)Non-portable evaporate cooler Rowell Engi,igering 4.50 or Mailing Address 14)Vent fan connected to a single duct 45 SE 102nd Ave. 2 3.00 6-0 15)Ventilation system not included in Engineer `V6"land, Or. 9728 ni!1`26292 appliance permit 4.50 16)Hood served by mechanical exhaust Describe work to be done: � 4.50 17)Domestic incinerators NewXQ Repair O Replace with like kind Yes O No O 750 Residential O Commercial O 18)Commercial or industrial type incinerator _ 30.00 Additional information or description of work. 19)Rer units 4.50 20)Wood stove NOTE: For Commercial projects only;Units over 400 lbs.require 4.50 structural gas calks. 21)Clothes dryer,etc Type of fuel: oil O natural gas 9 LPG O electric O _ 4 50 22)Other units I hereby acknowledge that I have read this application,that the Information 450 N given is correct,that I am the owner or authorized agent of 23)Gas piping one to four outlets the owner,that plans submitted are In compliance with Oregon State laws See footnote 1 _ 2.00 _ 24)More than 4-per outlet(each) -r SIgnatore of Owner/Agent Date 50 C '(, Minimum Permit Fee$25.00 SUBTOTAL 0. Con-W&I Person Name Phone Tim Roth 639-2639 _ 5%SURCHARGE 1 .5 PLAN REVIEW 25%OF SUBTOTAL Foonotes for commercial projects only: Required for ALL commercial permits only 1 Provide ful;schematic of existing and proposed gas line and pressure TOTAL 9 2 Provide drawings to scale showing existing and proposed mechanical units *State Contractor Boiler Certification required "Residential A/C requires site plan showing placement of unit I:Vnechpemt.doc rev 02/4/99 U 05/10/99 08:28 #&503 684 7297 CITY OF TIGARD 0001 WTIVITY REPORT **�:;J: TRANSMISSION OK TX/RX NO. 5292 CONNECTION TEL 503 684 3636 CONNECTION ID START TIME 05/10 08:25 USAGE TIME 01'44 PAGES 3 RESULT OK MEMORANDUM CITY OF TIGARD, OREGON Ale, TO: Jim Andrews " FROM. Robert Poskin, C-13,0. Senior Plans Examiner Community Development—BiLlIduig Division DATE: May 10, 1999 SUBJECT: Special Inspection Requirements—Duncan Building Jim: We will require the attached Special Inspections, and approved drawings for the subject project. Thanks Bob Poskin CITYOF T I C A R D CERTIFICATE OF OCCUPANCY DEVELOPMENT SERVICES PERMIT#: BUP99-00105 13125 SW Hall Blvd.,Tigard, OR 97223 (503) 639-4171 DATE ISSUED: 25/10 /1999 PARCEL: 2S 1 G 1 1AA- AA-08302 ZONING: MUE JURISDICTION: TIG SITE ADDRESS: 12540 SW 69TH AVE , SUBDIVISION: WEST PORTLAND HEIGHTS FILE BLOCK: LOT:029 CLASS OF WORK: NEN/ TYPE OF USE: COM TYPE OF CONSTR: 5-1 HR OCCUPANCY GRP: B OCCUPANCY LOAD: 55 TENANT NAME: EMPLOYERS OVE-RLOAD REMARKS: Construction of single story 6,000 sq ft office building Final Building Inspection and Certificate of Occupancy Approved 1124100 by Tom Plescher, Building Inspector Owner: PETER SZAMBELAN 4500 KRUSE WAY #300 LAKE OSWEGO, OR 97035 Phone: Contractor- JT ontractorJT RO-1 -1 CONSTRUCTION INC 12600 SW 72ND AVE STE 200 TIGARD, OR 97223 Phone: 639-2639 Reg #: LIC 31700 R N H J This Certificate grants occupancy of the above referenced building or portion thereof and LL! I confirms that the building has been inspected for compliance with the State of Oregon Specialty Co for the gro ,'occupancy, and use u er which the referenced permit was issued. -4 x�"_ BUILDIN INSPECTOR BUILDINri. FFICIAL POST IN CONSPICUOUS PLACE CITYOF TIGARD SITE WORK PERMIT DEVELOPMENT SERVICES PERMIT# : 9 00015 13125 SW Hall Blvd., Tigard, OR 97223 (503) 639-4171 DATE ISSUED : 5 5/7//7/99 SITE ADDRESS: 12540 SW 69TH AVE PARCEL : 2S101AA-08300 SUBDIVISION: WEST PORTLAND HEIGHTS ZONING : MUE BLOCK: LOT: 029 JURISDICTION : TIG CLASS OF WORK: NEW PAVING ?: Y RESO. NO: TYPE OF USE: GRADING ?: Y VALUE: $57,906.00 EXCV VOLUME: 900 cy LANDSCAPING?: FILL VOLUME: 450 cy SITE PREP ?: Y ENG FILL?: Y STORM DRAINS?: Y SOILS RPT REQD?: IMPERV SURFACE: 12.641 sf Remarks: Site permit Owner: --- FEES; Type By Date Amount Receipt PLCK CTR 3/29/99 $199.55 99-313929 FIRE CTR 3/29/99 $122.80 49-313929 SOWM DST 5/7/99 $1,388.59 99-314177 Phone: PRMT DST 5/7/99 $307.00 99-314177 Contractor: 5PCT DST 5/7/99 $15.35 99-314177 EROS DST 5/7/99 $80.00 99-314177 .JT ROTH CONSTRUCTION INC ERPU DST 5/7/99 $26.00 99-314177 12600 SW 72ND AVE STE 200 ERPC DST 5/7/99 $26.00 99-314177 TIGARD, OR 972.23 SOWM DST 5/7/99 $1,006.53 99-314177 Total $3,171.82 Phone: 639-2639 — Reg #: LIC 31700 Required Inspections Erosion Control Insp 844-8444 Final Inspection Excavation Fil Grading Paving Insp Strm Drain Insp Culvert/Catch Basin ORIGINAL San Sewer Insp Manhole/Cleanout - PVT Domestic water line inspect. Misc. Inspection Final Report En 'd Gradin a V1 This permit is issued subject to the regulations contained in the Tigard Municipal Code, State of OR. Specialty Codes J and all other applicable laws All work will be done in accordance with approved plans. This permit will expire if work is m not started within 180 days of issuance. or if work is suspended for more than 180 days. ATTENTION: Oregon law requires you to follow rules adopted by the Oregon Utility Notification Center. l hose ri-les are set forth in OAR 952-001-0010 through OAR 952-001-0080 You may obtain copies of these rules or direct questions to OUNC by calling (503) 246-1987. Permittee Signature:e Issued By: Call (503) 639-4175 by 7:00 P.M. for an inspection needed the next business day CITY OF TIGARD Site Permit Application Recd By 13125 SW HALL BLVD. Commercial and Multi-Family: Complete ENTIRE form Date Recd 7 TIGARD, OR 97223 Residence: Complete SHADED areas Date to P.E.3 (503) 639-4171 x304 Date to DST I f,. Permit# Related SWR# jr 91 �(� ,� 1 Called e� '7'7,y'J qr1 ' 17 Print or Type f o� •� Incomplete or ill �gible applications will net be accepted Project Name Utilities(Complete all that apply) Job Employer Overload _ Address Address Storm Sewer 25 Linear Ft. N Roth, Jr. and Theresa A. Roth Sanitary Sewer 2 Linear Ft. Owner Mailing Address Fresh Water 12600 SW 72nd 9200 12 1_inear Ft. City/State Zip Phone Catch Basins 1 Tigard, Or. 97223 639-2639 _ # General Name Clean Outs 1 Contractor J.T. Roth Construction, Inc. _ # Prior to permit Mailing Address Describe work to be done: issuance,a New Addition Alteration Re air copy or ell 12600 SW 72nd X200 _ Q ❑ ❑ P � ❑ licenses are City/State Zip Phone Additional Description of Work: required ifTigard. Or. 97223 639-2639 New parking lot, landscaping expired in COT State Const. Cont. Board Lic.# Exp. Date database 1700. — - - Name Project p 911 Ae c i ger Valuation $ Architect Mailing Address Plans Required: See Matr x on back 13600 SE Tailor Ct. The following,must accom any this application: City/State ZipPhone Site plan with Vicinity Map Parking(including Or.X72 3 252-8015 x Showing ADA complianne ADA)&Lighting Plan Name Grading Plan and details Landscaping Plan Compass Corp. x x Engineer Mailing Address Erosion Control Plan and Retaining Structures 6564 SE Lake Rd. _ x details Including calculations City/State Zip Phone x Site Utility Plan and details Soils Report i1i 1 wank i e, Or. 97222 653-9093 (showing connection to (if required) approved system) _ Excavation Volume I hereby acknowledge that I have read this application,that the (Soils report required for>5,000 Cu. Yards) information given is correct,that I am the owner or authorized 900 cu. yds, agent of the owner,and that plans submitted are in compliance with Or ate laws. Fill Volume Si ure of vyner/Agent Date (Soils report required for>5,000 cu. Yds.) 450 cu. yds. 5.1.1 y Will the fill support a structure i / C ct P rson Name Phone (Engineer required if answer is yes) YES❑ NO❑ I Tim Roth 639-2639 —' Retaining structure?(check one) ❑Roel, FOR OFFICE USE ONLY ❑CMU Notes: LL ❑Concrete ❑Other Total new impervious ares including all Land Us Cale# Map/TL# buildings, sidewalks, and pavingSq. Ft. -4c!�2 f i'\dsts4onvi Ecom-site duc 10/29'98 COMMERCIAL PLAN SUBMITTAL REQUIREMENT MATRIX Plan Review is dependent upon submittal of BOTH plans AND a COMPLETED application. For an electrical submittal, the application must contain the signature of the supervising electrician before plan review will be conducted. After plan review approval Plans Examiner will contact the applicant to request additional plan sets for di5i;ibution purposes. (Copy for Contractor, City, Washington County, Tualatin Valley Fire & Rescue) Total # of TYPE OF SUBMITTAL Plans KEY: Submitted S (Private) 1 S = Site Work B (New or Add) _ 1 B = Building F (New or Add or Alt) 3 F = Fire Protection system M (New or Add or Alt) 1 M = Mechanical B & M (New or Add) 1 P = Plumbing P (New, Add, or Alt) 2 E = Electrical B & M & P (New or Add) 2 New = New Building E (New, Add, or Alt) 2 Add = Addition E & F & M & P & E 3 Alt = Alternate in to Existing (New , Add) Building *B or B & M (Alt) 1 *B & M & P (Ait) 3 *B & M & P & E(Alt) 3 *B & M & P & E & F(Alt) S J NOTES: J *Shaded areas designate AL1' submittals only. I\dsts\forms\matrxcom doc 10130/98 I Geo Oberkamper-SDR 98-0024, Employers Overload Page 1 j From: Brian Rager To: #Dsts Date: Thu, May 6, 1999 12:10 PM Subject: SDR 98-0024, Employers Overload OK for issuance of the SIT permit only. You will note that Cond. #9 is still not met. However, the applicant has submitted the doc to me for review, so I consider it"partly"met. Brian D. Rayer Development Review Engineer City of Tigard (503)639-4171, ext. 318 e-mail: brianr@ci.tigard.or.us 4/20/99 Conditions Associated with Case #: SDR98-00024 8:18:48 AM Cond. Stat. Changed Updated Code Title Hold Status Changed By Tag Updated By 0001 SITE PLAN(REVISED)TTDS Not Met 2/23/99 VIV The applicant shall submit a revised site plan for review and approval by the Planning Division. The plan shall indicate that street trees will be place between the sidewalk and street at a minimum spacing of 22 feet on center in compliance with the Tigard Triangle Design Standards for local streets. The applicant must also submit written evidence provided by a landscape architect that the proposed street tree species meet the spreading dimension specified. STAFF CONTACT: Mark J.Roberts,Planning Division 639-4171. 0111 BICYCLE PARKING SPACES REQUIRED Not Met 2/23/99 VIV The revised site plan shall indicate that a bicycle rack with a minimum of one(1)bicycle parking space will be provided. The bicycle rack shall be located in compliance with TMC 18.106.020.0.2. STAFF CONTACT: Mark J.Roberts, Planning Division 639-4171. 0001 VERTICAL SEP.-WALKWY/DRIVEWY/PARK Not Met 2/23/99 VIV The revised site plan shall indicate that a six-inch(6")vertical separation between walkways and driveways/parking areas will be provided.STAFF CONTACT: Mark J. Roberts,Planning Division 639-4171. 0001 RECIPROCAL EASEMENT APPROVAL Not Met 2/23/99 VIV The existing reciprocal easement which will ensure access and maintenance rights shall be reviewed and approved by the City. STAFF CONTACT: Mark J.Roberts,Planning Division 639-4171. 0096 TREE MITIGATION PLAN REQ'D Not Met 2/23/99 V!V The applicant shall submit a mitigation tree planting plan for the proposed off-site mitigation planting. As an alternative,a fee-in-lieu may be paid to reimburse the City's cost for future planting of said trees. STAFF CONTACT: Mark J.Roberts, Planning Division 639-4171. 0119 P-IMP PERMIT RQ'RD IF NO LID Not Met 2/23/99 VIV If the City Council does not approve the LID,the applicant will be required to obtain a public improvement permit from the City to construct certain public improvements to serve this project. Five(5)sets of detailed public Improvement plans and profile construction drawings shall be submitted for preliminary review to the Engineering Department. (NOTE: these plans are in addition to any drawings required by the Building Division and should only Include sheets relevant to public improvements).Public Improvement plans shall conform to City of Tigard Public Improvement Design Standards, available at City Hall. 0018 COMP AGRMNT/$ASSURANCE INFO REOD Not Met 2/23/99 VIV If a public Improvement permit is required,the Engineering Department shall be provided with the exact legal name, address and telephone number of the individual or corporate entity who will be responsible for executing the compliance agreement(if one is required)and providing the financial assurance for the public Improvements. For example,specify If the entity is a corporation,limited partnership,LLC,etc. Also specify the state within which the entity is incorporated and provide the name of the corporate contact person. Failure to provide accurate Information to the Engineering Department will delay processing of project documents. 0087 STREET ACCESS RESTRICTIONS: Not Met 2/23/99 VIV The applicant shall provide a construction vehicle access and parking plan for approval by the City Engineer. All construction vehicle parking shall be provided on-site. No construction vehicles or equipment will be permitted to park on the adjoining residential public structs.Construction vehicles include the vehicle of any contractor or subcontractor involved In the construction of site improvements or buildings proposed by this application,and shall Include the vehicle of all suppliers and employees associated with the project. 0064 ROW(ADDTN'L)DEDICATION Not Met 2/23/99 VIV Prior to issuance of the site and/or building permit,the applicant shall dedicate additional right-of-way at the corner of SW 69th Avenue and SW Franklin Street to provide a ROW radius of 20 feet. 0125 3/4-STREET IMPROVEMENT REQURMNTS Not Met 2/23/99 VIV If the proposed Lid Is not approved,the applicant shall construct 3/4-street improvements along the frontage of SW 69th Avenue. The Improvements adjacent tri this site shall include:A. City standard pavement section from curb to centerline CIL equal to 18 feet(plus 8'of pavement r n the opposite side of the centerline);B. pavement tapers needed to tie the new a improvement back Into the existing edge of pavement shall be built beyond the site frontage;C. concrete curb,or curb N and gutter as needed;D. storm drainage,Including any off-site storm drainage necessary to convey surface and/or subsurface runoff;E. 6-foot concrete sidewalk;F. street trees behind the sidewalk spaced per TTDS requirements;G. street striping;H. streetlights as determined by the City Engineer;I. underground utilities;J. street signs; and K. J adjustments in vertical and/or horizontal alignment to construct SW 69th Avenue in a safe manner,as approved by the r-ngineering Department. 0125 HALF-STREET IMPROVEMENT REQURMNTS Not Met 2/23/99 VIV LL/ If the proposed Lid is riot approved,the applicant shall construct half-street Improvements along the frontage of SW —� Franklin Street. The Improvements adjacent to this site shall include:A. City standard pavement section from curb to centerline equal to 18 feet;B. pavement tapers needed to lie the new Improvement back into the existing edge of pavement shall be built beyond the site frontage;C. concrete curb,or curb and gutter as needed;D. storm drainage, including any off-site storm drainage necessary to convoy surface and/or subsurface runoff;E. 6-foot concrete sidewalk; F. street trees behind the sidewalk spaced per T1 DS requirements;G. street striping;H. streetlights as determined by the City Engineer; 1. underground utilities;J. street signs;and K. adjustments in vertical and/or horizontal alignment to construct SW Franklin Street in a safe manner,as approved by the Engineering Department. Page 1 of 2 4120199 Conditions Associated with Case #: SDR98-00024 8:18:48 AM Cond. Stat. Changed Updated Code Title Hold Status Changed By Tag Updated By 0001 PROFILE OF 69TH AVE REQUIRED Not Met 2/23/99 VIV If the appl;cant is required to construct street improvements,a profile of SW 69th Avenue shall be required,extending 300 feet either side of the subject site showing the existing grade and proposed future grade. 0101 TUAL VALLEY H2O CONNECTION PERMIT Not Met 2/23/99 VIV If the proposed LID is not approved,the applicant shall obtain a permit from the Tualatin Valley Water District for the proposed water connection prior to issuance of the City's public improvement permit. 0001 SANITARY SEWER EXTENTION REQUIRED Not Met 2/23/99 VIV If the proposed LID is not approved,the applicant shall extend the 8-inch public sanitary sewer line northerly in SW 69th Avenue to the north property line of this site. 0031 FEE IN-LIEU/ON-SITE H2O QUAL FAC Not Met 2/23/99 VIV Prior to issuance of the building permit,the applicant shall pay the fee in-lieu of constructing an on-site water quality facility. The fee is based on the total area of new impervious surfaces in the proposed development and will be equal to the most current fee adopted by USA and the City. The fee will be calculated by the Commercial Plans Examiner.STAFF CONTACT: Jim Funk, Building Division 639-4171. 0026 EROSION CTRL PRVD W/P-IMP DRAWNGS Not Met 2/23199 VIV An erosion control plan shall be provided as part of the public improvement drawings. The plan shall conform to"Erosion Prevention and Sediment Control Plans •Technical Guidance Handbook, February 1994." 0001 BLDG FINAL REQ'RS LID IMP COMPLTN Not Met 2123/99 VIV Prior to final building inspectin,if the proposed LID is approved,the following condition shall apply:Prior to a final building inspection, the LID improvements shall be substantially complete. For reference,"sub--lantial completion"means that all of the underground utilities are installed and tested,street lights are installed and ready to be energi_ed and the paving for the streets is completed. In the event the LID improvements are delayed beyond the contract completion date,this condition will not prevent the issuance of a temporary occupancy permit,provided the applicant has submitted a temporary access plan that is acceptable to the City Engineer and as long as other public facilities are functioning to serve the building. 00013 BLDG FINAL REQ'R P-IMP COMPLETION Not Met 2/23/99 VIV If the proposed LID is not approved,the following condition shall apply:Prior to final building Inspection,the applicant shall complete the required public improvements for this project,obtain conditional acceptance from the City,and provide a one-year maintenance assurance for said improvements. 0005 AS-BUILT DRAWINGS OF P-IMP PRVD'D Not Met 2/23/99 VIV If the prcposed LID is not approved, the following condition shall apply-Prior to a final building inspection, the applicant shall provide the City with as-built drawings of the public improvements as follows: 1)mylars;and 2)a diskette of the as-builts in"DWG"format,if available;otherwise"DXF"will be acceptable. (NOTE: if the public improvement drawings were hand-drawn,then a diskette is not required.) Page 2 of 2 t "i April 15, 1999 MY OF 11G� Carlson Testing OREGON PO Box 23814 Tigard, OR. 97281 PERMIT NO: SIT N 99-00015 OWNER: J.T. Roth PROJECT ADDRESS: 12540 SW 69th PROJECT DESCRIPTION: Site Development TYPES OF SPECIAL. INSPECTION: Engineered Grading and Compaction of Fill The owner has notified us that he/she will retain your services to perform Special Inspections in accordance with the provisions of the State Building Code,permit documents and special inspection requirements. The owner or the owner's agent must also confirm with you that they have authorized you to do the special inspection work. As the regulatory agency, the City requires that you do the following: I. Submit copies of all inspection reports promptly to the building division, Architect, engineer, and the contractor. 2. Maintain one copy of each field report at the job site. 3. Submit a final report at the completion of each category of work that you 1-1spect. (See UBC Appendix Chapter 13 for soils special inspection final report requirements.) If you fail to comply with the above requirements, there may be cause for the City to revoke your authority as special inspector for this job. a R Should you have any questions, please call me at (503) 639-4171 X 392. Sincerely, J G] • Ru •r1 1). Poskin, ('.11.O. —' Senior flans Examiner 13125 SW Hall Blvd., Tigard, OR 97223(503)639-4171 TDD(503)684-2772 - CITY OF TICIARD A Program for Inspection Services and/or Material Testing Date: Wily of Tigard: flan Ck. No.- 3-'1 ke- _ 13up No. _ Sit No. 11--001-5 Project 'Title: =M t an._Vj_�Q.1a•a_ Address 175�O to,\-kk. Architect of RecordP _t�J- ti7E_5.��— Plt• ?t5`." SV1,5 address: _-4 U c Structural Engineer of Record: __f_- Pit. _�-- Address: — l Geo-Technical Engineer of Record: t, ¢ehoJ TTIa-�Ph. -. - 3 44_b address: fro i�,a-�- $_( _ "T �•-p.�� - - -- Protide the jolloadng info+rmatiOn for the testing agency chosen to prmi/�dee inspection services and/or testing. Testing Agency: std Ph. A--5�Fax. -L��_ S� address Po_ 1�ar��l_`�_ Geo-Technical Agency: - Ph. _._ Fax. address ------ --- --- 'I'he owner certifies that the above noted Agency has been employed to conduct the special it�p tio11S or observatjons required herein. Si - c of(hvn 7,,oZ[IC IJo. Date '� U11o�/ c. Print name Company name The following is a list of special inspection and/or services required by the 1996 Oregon R Structural Specialty Code and Tigaid's Municipal Code 14.06.010 through 14.06.040. v 'rhe special inspections and/or testing services required for this rrq�jccl to be provided by the Testing �- Agency, Structural I;.ngineer or Geo-Technical I?ngineer ,if Record are as rollows: e� • Speci;tl Inspectors for the Testing Agency shall to qualified. to the satisfaction of the Building Official. for inspections of the parlicuhrr tyre of conslntction or operation. LL; • special inspectors shall observe the work assigned herein rot conForntance with the approved plans and srecirications and. subrnil copies of all inspection rgvtts and, a final signed rep>tttt in accordance %Mill OSS('. Section 1701.1 to the building otliciat. Catcgoryj Description of Services Keluirod rro.ia�a>�y Ycs/No 1. Footings adjacent to slopes sleeper than 33-113 % OSSC,Section 1806.4 a. Confirm building footings are properly set back from des"mding slope V. 2. Grading OSSC,Section 3309 a. Kegular grading [less than 5,000 cu.yds.but considered unusual] Requirements for engineered grading apply. V. l:ngincered grading [exceeds 5,000 cu.yds.] Submit: 1. Geo-technical engineers report and, 2. a engineering geology report. 3. an as-built grading plan and, 4. a final report prepared by the soils engineer and, 5. the final report prepared btY tic geologist. C. 3. Fills OSSC. Section 3313 a. Preparation of ground. for fill on slopes exceeding I to 5(20%) Includes benching and prober termination at Ore toe of the slope b. Acceptance of fill materials C. Conrpactirni of fill material to minimum 90%of maximum density. a. i- v; J fi 13125 SW l loll lilvd,Tigard,OR 97223(503]';19-4172 1'AX(503]684-7297 J I:VIIlx�sl'1-1�'SI'I I N x CITY OF 71GARD April 15, 1999 OREGON JT Roth Construction 12600 SW 72"d Suite 11200 Tigard, Oregon 97223 RE: Site Permit 99-00015 - 12540 SW 691h Dear Sir: Find enclosed a copy of our Ilydrant Flow Test Report. Be advised that prior to conducting inspections under the subject site permit, a (low test of the existing hydrant will be required. The test must produce results of 2250 g.p.m. (a) 20 psi. Secondly, prior to a final inspection ofthe proposed site work, and the issuance of the building permit, the second hydrant to be installed during the work done under this permit, shall be (low tested. If you have questions regarding these requirements, please call me at 639-4171 X 392. Sincerely, R4'd YL Rol rl Poskin, C.B.O. Senior Plans Examiner a a F- J G] r. �.7 �1 J 13125 SW Hall Blvd., Tigard, OR 97223 (503)639-4171 TDD(503)684-2772 CITY OF TIGARD, OREGON Hydrant Flow Test Report Location Dac Test Conducted By: Time Representative of.- Witness: f:Witness• State purpose of test: Consumption rate during test: Pumps used in test Yes ( ) No( ) How many? Hydrant Flows: All A/.2_ _ AI3 A,/4 i No2z1e Size:. Pitot Reading: _Discharge Coefficient: gptn Static: B _psi Residual: B pSl Projected results 20 psi residual___gpm or na` ,psi Residual gpm Remarks: Location map: Sbow line siz.s and distance to Heir ctvas conaecud line,Sbow vah-es and hydrant branch tide. Indk2te(NORTH),show(lowing bvdranu-Labels A/1 -A/2-,W A/4,show location Of static and residual-Label Submit this form to the Citv of Tigard Building Department, "ATTN" Plan Re-iew. 1312; SW co ,U _Hall Blvd.. Tigard. Oregon 97223- (503) 639-4471 J CITY OF TIGARD DEVELOPMENT SERVICES 13125 SW Nall BI vd.,Tigard,OR 97223(503)639.4171 6 kOb=ORTANT PERIA I T NOTICE J 'r ROTH 1:'62.10 SW 72ND AVE TIGARD OR 97 cF�3 . . . . r 2.'i 10 J.Flia....O82,00 t o Andras s r 11--"540 SW 69 Ch1 M tui i v i s i on. « WES'( FIORTLANT) HCS i M-ITS, ock. . . . . . . . Lot . 029 r'.iSdic.t: iu11 1*10 ring. . . . . . . MUE marks " of parking l.ut: and lands.c_apiYig. Iia 5 .lettev- is to .:Onfirm receipt of' your 5i.i,te Work or Builcling permit �-%ppl. i•-- r'o.tion whir.h has open forw<arcied to the ptr-tns examiner todi.ty for review. i a 5 t3 1"P m i i Cl!?1'", 1:Il to a 5'3 f.)t e'l a t e land ll 5 4? l:ci 5 e (S) Fll.eor,p be aware yot1 are responsib:ie for satisfyinq the c:urrditions of the ].and usn case (s) and must si.ibmit plains diree,tly to the Appropriate staff persc-nt ' 1 i nd irat ed on yrrctr final Or•der•. YOUt, buil.rJing plans} ARE NOT routed to the planning or engineering depar-tment:s,. rocs mikst satisfy the 'band use permit of the tl"itlding povmi.t plans r"Pview process. 1�4fter the bu'l .lding plans review proress has been completed, your site work or brtildi.ng permit will. NOT be irisued withnctt approval, 1-rom the Pnyinepr i.nq -and planning fJra{.artmerits. If you have any qu est f or s r eqarding (h i. s iiot ice, pli,ase contact rile cjjirec.t .lv a 6319-417t for 'further c71:ari f:irat; ion. nrerely, (/ C 1?K11-11 13 M1:1nt SPr'V I L'k 5 TPt:t111 it an J BiliIdirrq DeV,,,rtment r,lanni,uq DPpmi-t:ment F:nyinePv Ing I'vepal�tmcnt: SITE PLAN REVIEW COMMENTS CITY OF TIOARD Community(Development Shiping;1(Better('ommunity Date: Staff Person Commenting: Department: Phone Number/Extension: Project Name: Site Permit No.: Land Use Case File Nofsl.: f- THE PROPOSED PLANS SUBMITTED FOR A SITE PERMIT HAVE BEEN REVIEWED BY OUR DEPARTMENT AND WE HAVE THE FOLLOWING COMMENTS: ❑ Plans are approv9d. All land use conditions related to this department have been satisfactorily met. Plans are generally consistent with the land use approval, but there are still land use conditions that mtist be met prior to release of the site and/or building permit, or prior to a final building inspection. Specifically, CnO�moW.5 Ak a,4�;4 l 5 vNfW CeW#QRfQ_-W- ---�� C, �2 d� c —lel -QE j {ZO _ [ � Plans are NOT consistent with the land use approval and must be revised. Specifically, J CD [ ] Revised plans are approved. NQTE: IF THE PERMIT APPLICANT HAS ANY QUESTIONS WITH REGARD TO THE COMMENTS ABOVF, THEY MUST CONTACT THE STAFF PERSON SPECIFIED AT THE TOP OF THE PAGE. is\brianr\masters\siteplan.rrm March 30, 1999 ' CITY OF TIGARD OREGON J.T. Roth Jr. 12600 SW 72nd #200 Tigard, OR 97223 RE: Employer Overload Site Plan Review 12540 SW 69th PC#: 3-71c SIT#: 99-0015 Submittal documents for the above referenced project have been reviewed for conformance with the applicable 1998 Oregon Specialty Codes and other applicable codes and standards. The following comments are noted: SITEWORK -- t ��xJ'€ � :, ";a[ '�i ".'+t3 ^.�� ' '►�. 1. Cleanouts are required on all drainage piping every 100 feet and at each aggregate change of direction exceeding 135 degrees [OPSC, Section 707.4. and 707.5]. 2. Catch basins shall be trapped by using the inverted one-quarter bend or welded baffle. Provide catch basins constructed to OPSC, Section 1108 specifications. GEOTECHNICAL i� ;�,! r''.i�Ii 1. Your geotech report dated February 2, 1996 will require confirmation by Carlson Testing, that the geotechnical evaluations and recommendations are appropriate under current code. The reevaluation shall also include liquefaction potential. SPECIAL INSPECTIONS 1. Provide information on the enclosed forms, for required special inspections. FIRD LIFE SAFETY 2 1. Under the provisions of UFC, Appendix III-B and TVFD requirements, 2 hydrants will be required within 250 feet from all portions of the proposed construction on ~ the same side of the street. J The existing hydrant shall be flow tested prior to the beginning of construction. The flow shall be 2250 gpm @ 20 psi. Provide a letter of certification from a certified tester on flow results (UFC, Section 8704). 13125 SW Hall Blvd., Tigard, OR 97223 (50 3)634-4171 TDD (503)684-2.772 " COMPASS ENGINEERING ENGINEERING - SURVEYING - PLANNING W JE 6564 S.E. Lake Road (503)653-9093 5 Milwaukie, Oregon 97222 FAX(503)653-9095 TO: Mr. Tim Roth Date: April 2, 1999 J.T. Roth Construction, Inc. 12600 S.W. 721 Suite 200 Tigard, Oregon 97223 3013 NO./1'1103ECT NAME: 4287 Commercial site on S.W. 691" & Franklin ENCLOSED ARE: COPIES DESCRIPTION 4 Revised prints THESE ARE TRANSMITTED: r7i FOR YOUR A1111ROVAI, Iii AS REQUESTED n FOR YOUR USF f I OTHER RFIMARKS: R Reference: SI H (M-0015plan Review comments, the catch basin as illustrated on the Ln construction plans has a welded baffle to meet the requirements ofthe OPSC. The manufacture is "(iratemater" and they have been supplying approved devices in the metro area for a number of Years. m LL) COPIESTO: COMPASS CORPORA'T'ION BY: Bruce D. Goldson P.E. Ud;13,99 1 U 11:1> FA., -511:3 6711 914, (AkLSU\ 1ES11\G IdIuU1 Carlson Testing, Inc. Mein Office: 8430 SW Hunziker,Tigard,Oregon 97223 ly Geotechnical Consulting Tel(503)6843460 Fax(503)684-0964 Construction Inspection and Related Tests j Branch Office: 4060 Hudson Ave.,Salem,Oregon 97301 1 Tel (503)689.1252 Fax(503)589-1308 April 9, 1999 95-4577 a; J.T. Roth Construction, Inc, 1' 12640 SW 68th Parkway, Ste. B Tigard, OR 97223 UPDATE OF GEOTECHNICAL RECOMMENDATIONS J.T. ROTH OFFICE BUILDING TIGARD, OREGON At your request, we have reviewed our report dated February 2, 1996. This review was performed at the request of the City of Tigard to verify that the recornn,andatlons rernain applicable to current code. The proposed construction is still the same as stated in the original report. The only code changes that would alter the report relate to seir;rnic Issues. As stated in our report, the soil profile type that was recommended for design was S3. The equivalent soil profile type for the current code is Sp. The potential for liquefaction is low for the subject site. This is based on our original subsurface assumptions of 30 feet of Off. Other exploratlons within 112 mile of the site reached rock at less than 15 feet. The slit was consistently mediurn dense. No other recommendations need be amended. Our report pertains to the material tested and Inspected only. If you have any questions, please call. av- PROS-ass G I NEIrR 1474.3 ter' OREGON ` SIVA Jaynes D. ri Principal Engineer a 2 r V) r LO w i t i l i r RECEINTO APR 13 1999 -------------------------------------------------------------------------------- Cu(viMUNiTY DEVEIUhriuiI Afemo From: Tim Rath To: Bob Poskin CRO J.T. Roth Construction, Inc. Company: City ofTigard _ 12600 S.W. 72"d suite 200 Phone#: 639-4171 Tigard, Or. 97223 Fax #: 684-7297 CCB #31700 503/639-2639 Date: April 5 19 99 . 503/624-0239 fax RE: 12540 S.W. 69`x' SIT Permit #99-0015 In response to the March 30, 1999 review notice(see copy enclosed) for the plan review of the above site permit. Site Works *Revisions made on Site Utility Grading; Plan for clean-out in two location of the storm line piping; as well as note#30 added to the General Conditions notes. *see "remarks"of Compass Engineering memo (attached) Geotechnical /!Nee copy of amended report from Carlson Testing. Special Inspections: *signed copy of Inspection Report form attached Fire life and Safery: *Have discussed this with Eric McMullen at Fire Department and he has indicated that the single existing hydrant would be ade de. He stated that he would talk with you about their requirements. Since y, go r. J.T. Roth Construction, Inc. J 3 J . CITY OF T I GA,R® PLUMBING PERMIT DEVELOPMENT SERVICES PERMIT#: PLM99-00091 13125 SW Hall Blvd., Tigard, OR 97223 (503)639-4171 DATE ISSUED: 5/10/99 SITE ADDRESS: 12540 SW 69TH AVE PARCEL: 2S101AA-08300 SUBDIVISION: WEST PORTLAND HEIGHTS ZONING: MUE BLOCK: LOT: 029 JURISDICTION: TIG CLASS OF WORK: ALT GARBAGE DISPOSALS: 0 MOBILE HOME SPACES: 0 TYPE OF USE: COM WASHING MACH: 0 BACKFLOW PREVNTRS: 0 OCCUPANCY GRP: B FLOOR DRAINS; 0 TRAPS: 0 STORIES: 0 WATER HEATERS: 0 CATCH BASINS: 0 FIXTURES LAUNDRY TRAYS: 0 SF RAIN DRAINS: 0 SINKS: 2 URINALS: 0 GREASE TRAPS: 0 LAVATORIES: 2 OTHER FIXTURES: 1 TUB/SHOWERS: 0 SEWER LINE: 100 ft WATER CLOSETS: 2 WATER LINE: 100 ft DISHWASHERS: 0 RAIN DRAIN: 100 ft Remarks: Plumbing for a new single story, 6,000 sq ft office building. FEES Owner: Type By Date Amount Receipt T ROTH, JR 2600 SW 72ND MISC BON 5/10/99 $38.25 99-315241 UITE 200 APPL BON 5/10/99 $7.65 99-315241 IGARD, OR 97223 PRMT BON 5/10/99 $153.00 99-315241 Phone 1: Total $198.90 Contractor: Cl MECHANICAL 2300 SW 69TH AVE IGARD, OR 97223 REQUIRED INSPECTIONS Phone 1: 598-4798 Rough-in Insp Reg #: Final Inspection ORIGINAL z This permit is issued subject to the regulations contained in the Tigard Municipal Code, State of OR. Specialty Code: and all other applicable laws. All work will be done in accordance with approved plans. This permit will expire if work is not started within 180 days of issuance, or if work is suspended for more than 180 days. ATTENTION Oregon law requires you to follow rules adopted by the Oregon Utility Notification Center. Those rules are set forth in OAR 952-0001-0010 through OAR 952-0001-0080. You may obtain copies of these rules or direct questions to OUNC by calling (503) 246-1987. A ssued By: - �,.� Permittee Signature." - - Call (503)639-4175 by 7:00 P.M. for an inspection needed the ext 641ness day CITY OF T4GARD Plumbing Permit Application Plan Chec #�� 13125 SW HALL BLVD. Commercial and Residential Rec:'dByNJ TIGARD, OR 97223 _ Date Recd LA (503) 639-4171 ff f_0/0� Dale to P.E. Print or Type �� Date to DST Incomplete or illegible applications will not be accepted Permit#A,4/ f Related SWR#f Q49" &ef- led `y Name of DevelopmenUProject FIXTURES (individual) QTY PRICE AMT Job Employer Overload Sink d2 9.00 18.0 Address Strew Address Suite Lavatory ✓ 900 I A SW 69 Tub or Tub/Shower Comb. 9.00 Bldg t (y/State Zip Shower Only 9.00 - �flgard, Or. Name Water Closet ��2 9.00 aml J.T. Roth Jr. & Theresa A. Roth Dishwasher 9.00 it dress S i e Garbage Disposal 9.00 Owner BIW SW 72nd #200 NO Washing Machine 9.00 City/Slate Zip Phone Floor Drain/Floor Sink 1" 9.00 Ti and Or. 97223 639-2639 - - -� Name 3" 9.00 nn t4" 9.00 Occupant Mailing Add�resss Suite Water Heater O conversion O like kind 9.00 Gas piping requires a separate mechanical permit. City/state Zip Phone Laundry Room Tray 9.00 Urinal 9.00 Mech. Other Fixtures(Specify) 9.00 Contractor MailingAddress Suite drinkingfountain _ _ 1 9.00 9.0 1230 SW 69th __ 9.00 Prior to permitity/Slat on Sewer 00 • 1st 1 ' 30 U0 ~� issuance,a copy i ga rd, Or. 97'223 A� "47 98 s _ _U-00 Sewer-each additional 100' 25.00 of all licenses are Oregon Const.Cont.Board Lia# Fxp.Date W required if 68338 II-2c'gg Water Service 1t 100' 30 ce- s .1)0 in nd expired in COTluTr�,air��(c.# p to Water Service-each additional 100' 25.00 T database -L43f'1i R-30-99 Storm&Rain Drain-1st 100' 30.00 0 Name Storm&Rain Drain-each additional 100' 25.00 Architect Rowell Engineering Mobile Home Space 25.00 Or Mailif Address Suite Commercial Back Flow Prevention Device or Antl• 25.00 45 TE 102nd Ave. Pollution Device Engineer tlyl"I le Zi P ne Residential R�ckllnw Prevention Device' 15 0n �oA1and, Or. 97223 2 $-6292 (Irrigation timing devices require a separate Describe work to be done: restricted energy permit) NrwXO( Repair O Replace with like kind Yes O No O Any Trap or Waste Not Connected to a Fixture 9.00 Residential O Commercial O _ Catch Basin 9.00 Additional description of work: Insp.of Existing Plumbing 40.00 erlhr Specially Requested Inspections 40.00 erlhr Are you capping, moving or replacing any fixtures? Rain Drain,single family dwelling 30,00 Yes O No 9XX Grease Traps 9.00 U If yes, see back of form to indicate work performed by QUANTITY TOTAL fixture. FAILURE TO ACCURATELY REPORT FIXTURE Isometric or riser diagram is requ red if Quantity Total is ,9 10 153.CO WORK COULD RESULT IN INCREASED SEWER FEES. `� �. 'SUBTOTAL -t I hereby acknowledge that I have read this application,that the information _ given is correct,that I am the owner or authorized agent of the owner,and ��`� 6%SURCHARGE Lo that plans submitted a in compliance with Oregon State Laws 7.65 �r SI r wn0flifnent bate 'PLAN REVIEW 25%OF SUBTOTAL 38. 5 J '7 �.. Re mired on it fixture qty total is�9 _ r /`/ TOTAL 198. 0 ntec�o NaID Phone 6 3,17 C e 'Minimum permit fee Is$23+5%surcharge,except Residential Backflow / I _ Prevention Device.which is$15+5%surcharge -Alt New Commercial Buildings require plans with isometric or riser diagram and plan review ^ I lddflrormslptumapp dM 10/29/98 { 'I PLEASE COMPLETE: - _-Fixture Type Quantity by Work Performed New Moved Replaced Removed/Capped Sink --.,2 _ — Lavatory Tub or Tub/Shower Combination— Shower Only ---- -- --- -- — �_ __ ---- Water Closet_ Dishwasher – Garbage Disposal Washing Machine Floor Drain/Floor Sink 2" Water Heater — Laundry Room Tray _Urinal _ Other Fixtures (Specify) — /� COMMENTS REGARDING ABOVE: I W$Wformetp1um8pp doc 1=9198 Accumulative Sewer Tally Tenant Name:'rtni'2 0 YFX (5V2,609 p This SWR# Address: /aSyn 3�) lis= JE i This PLM#:99 - O- 0061 / Fixture Value Previous Previous Credits Capped Fixtures Fixtures New total New # Value Capped off value added# added #s total Count off#s count value values Baptistry/Font _ 4 _ Bath -Tub/Shower 4 -JacuzziMlhidpool 4 _ Car Wash-Each Stall - -Drive Through 16 _ — — Cuspidor/Water Aspirator 1 _— Dishwasher-Commercial 4 -Domestic — Drinking Fountain — Eye Wash 1 _Floor Drain/sink-2 inch 2 -3 inch 5 4-in-1, 6 — �-- — Car Wash Drn 6 -- Garbage Disposal 16 _- Domestic(to 3/4 HP)— _ — Commercial(to 5 HP) 32 — Industrial(over 5 HP) ---- Ice Machine/Refrigerator Drains 1 _ -- Oil Sep(Gas Station) 6 Rec.Vehicle Dump Station 16 — Shower-_Gang (Per Head) 1 _ -Stall2 Sink- Bar/Lavatory _ 2 2 y — - Bradley 5 _ _ Commercial 3 _ -Service 3 Swimming Pool Filter —- 1 Washer-Clothes - _Water Extractor 6 _Water Closet-Toilet6 Urinal _ 6 --- TOTALS a3 divided b = y EDU = ►�— Total fixture values: -- Y 16 17 P1 HISTORY 4 PL-M# EDU# SWR# PLM# EDU# SWR# PL-M# EDU# SWR# PLM# EDU# SWR PI_M# _ EDU# SWR# r^- LM# EDU# S _ - PLM# EDU# SWR# P L M# EDU# SWR# i\dsts\swrtaly doc. vi2 I I I I I I I 3 I I I I � i I '' I I /�II 112 I C. 0 Z I � I y�- ly +GilY OF TIGARD APArOved...... ...... ......... 2 Condi!ionelh; Vin; rOVP.d For only tnt> k,1?Ott'!I r) SL✓�p'T�� _ Aft J GJ Ln W J VJA5TF 4- VC-4r L-) iAURAy\A JG nxrueE v..�;rs ►v.rl f `r r ►� rv.0 I w.G 1 l It � Z Y Ir� r r i t/I r- J , Ci Il; 3 /C S DC✓r��r Fr7 Lc•��7-a 4 R � 3jy COLD 3�y LA✓ I icy s' yY a �- 2' F-- V; i f-- w J �O T WA TE J CITYOF TIGARD SEWER CONNECTION PERMIT DEVELOPMENT SERVICES PERMIT#: SWR1999-0008 13125 SW Hall Blvd., Tigard, OR 97223 (503)639-4171 DATE ISSUED: 5/10/99 PARCEL: 2S 101 AA-08300 SITE ADDRESS; 12540 SW 69TH AVE SUBDIVISION. WEST PORTLAND HEIGHTS ZONING: MUE BLOCK: LOT: 029 JURISDICTION: TIG TENANT NAME: EMPLOYER OVERLOAD USA NO: FIXTURE UNITS: 23 CLASS OF WORK: NEW DWELLING UNITS: 1 TYPE OF USE: COM NO. OF BUILDINGS: 1 INSTALL TYPE: L-I*PSWR IMPERV SURFACE: Remarks: Plumbing for a new one story office building. Owner: FEES J T. ROTH, JR Type By Date Amount Receipt 1600 SW 72ND SUITE 200 PRMT BON 5/10/99 $2,300.00 99-315241 TIGARD, OR 97223 INSP BON 5/10/99 $45.00 99-315241 Phone: Total $2,345.00 Contractor: Phone: Reg #: Required Inspections This Applicant agrees to comply with all the rules and regulations of the Unified Sewage Agency. The permit expires 180 days from the date issued. The total amount paid will be forfeited if the permit expires. The Agency does not guarantee the accuracy of the side sewer laterals If the sewer is not located at the measurement given, the installer shall prospect 3 feet in all directions from the distance given. If not so located, the installer shall purchase a "Tap and Side Sewer" Permit and the Agency will install a lateral ATTENTION Oregon law requires you to follow rules adopted by the Oregon Utility Notification Center Those rules are set forth in OAR 952-001-0010 through OAR 952-001-0080 You may obtain copies of these rules or direct questions to OUNC by calling (503) 246-1987. Issued by: .C �1L�.� ( -- Permittee Signature: Call (503) 639-4175 by 7:00 P.M. for an inspection needed the next buslneis day 7 RECTI` ED MAY L1 1999 (_UC> CUiviwUNNY DEVELOPMENT eller of'Trammilial Date: April 4, 1999 To: Bob Poskin Project: SW Franklin & 69th Employers Overload Build in Company: City of Tigard Phone: _ 639-4171 Fax: We are sending you: _x_shop drawings__correspondence specs_—invoices___proposals __copy of letter change order__plans_contract other ('opies Mule Ref fl Description ****************************************************************************** 2 B11P 499-0105 'Truss engineering cal's and drawings i 1 / � C r Signed: Date: - d C j3 1 73 L J 12600 S.W. 72nd Ave„ Suite 200, Tigard, Oregon 97223 503/639-2639 FAX 503/624-0239 CCB*0031700 uxoour ae�- ' iCBO Evaluation Service, Inc. J �, CON 5360 WORKMAN MILL ROAD • WHITTIER, CALIFORNIA 90601-22.99 n ry A subsidiary corporal/on ohne International Conference of Building Officials EVALUATION REPORT ER-4211 Copyright ) 1999 1CB0 Evaluation Service, Inc. Reissued January 1, 1999 Filing Category: FASTENERS—Steel Gusset Plates (066) COMPUTRUS TRUSS PLATES to the load,and on the direction of load relative to grain. De- COMPUTRUS, INC, sign for lateral resistance must be in accordance with Section 10370 HEMET STREET, SUITE 200 11.2.1 of ANSI/TPI 1-1995.Table / provides allowable lateral RIVERSIDE, CALIFORNIA 92503 loads for the truss plates, 1.0 SUBJECT 2.3.2 Tension Resistance: Each CompuTrus truss plate CompuTrus Truss Plates for Wood Trusses. must be desigied for tension capacity,based on the orienta- tion of the truss plate relative to the direction of load. Design 2.0 DESCRIPTION for tension must be in accordance with Section 11.2.2 of 2.1 General: ANSI/TPI 1.1995.Table 2 shows allowable tension loads for the truss plates. Additionally, the net section of the truss The CompuTrus Truss Plates are flat steel plates designed to plates for tension joints must be designed using the allowable connect wood truss members.The plates are manufactured tensile stress of the metal, adjusted by the truss plate tensile from galvanized steel and come in various lengths and effectiveness ratios shown in Table 2. widths,and have integral teeth that are designed to laterally transmit load between truss wood members. Plans and cal- 2.3.3 Shear Resistance: Each CompuTrus truss plate must culations must be submitted to the building official for trusses be designed for shear capacity, based on the orientation of using truss plates described in this report. the plate relative to all possible lines of shear. Design for 2.2 Materials: shear must be in accordance with Section 11.2.3 of ANSIfTPI 1-1995. Table 3 shows allowable shear loads for the truss The CompuTrus truss plates are punched from No. 18 gage plates.Additionally,the net section of the truss plates for heel (0.0454 inch (1.15 mm) base metal thickness) and No, 20 joints and other joints involving shear must be designed using gage(0.0375 inch(0.95 mm)base metal thickness)G60-gal- the allowable shear values for the truss plates, adjusted by vanized sheet steel complying with the mechanical require- the shear resistance effectiveness ratios shown in Table 3. ments established in ASTM A 653 SO Grade 33 or higher. 2,3.4 Metal Plate Reductions: Several allowable-load re- Each plate has 9.4 teeth per square inch of plate:each tooth duction factors for the metal plates,when they are applicable, is approximately /3 inch (8.5 mm) long and approximately must be considered cumulatively in the design of truss plates 0,106 inch(2.7 mm)wide. The teeth are punched in parrs,with used in fabricated wood trusses: each pair spaced 1/4 inch(6.4 mm)on center along the width 1. Allowable lateral resistance values for the CompuTrus of the plate, and 0.85 inch (21.6 mm) on center along the truss plates must be reduced by a strength reduction fac- length. Alternating rows of teeth are staggered 0.10 inch(2.5 tor, OR, shown in Table 4,when the plates are installed in mm)from adjacent rows. The"CN"series plates are identical lumber by means of a single-pass,full-embedment roller to the"C"series plates, except that every third row of teeth is system having minimum roller diameters equal to 18 inch- omitted. Plates are 0.85 inch (21.6 mm) in length, and are es (457 mm), This reduction does not apply to embed- available in widths of up to 12 inches (305 mm), in /2-inch ment hydraulic-platen presses, multiple roller presses (12.7 mm)increments, as required by design.The plates are that use partial embedment followed by full-embedment applied to truss members in pairs,with one plate on each face rollers, or combinations of partial embedment roller of each joint, using a power press constructed in accordance presses and hydraulic-platen presses that feed trusses with the manufacturer's specifications. See Figure 4 for de- into a stationary finish roller press.When trusses are fab- tails of plate dimensions, ricated with single-pass roller presses, the calculations 2.3 Allowable Loads: for the truss design submitted to the building department Tables 1, 2 and 3 provide allowable lateral loads, tension for approval must specify the minimum diameter of the loads and shear loads, respectively,for the CompuTrus truss roller press and the appropriate strength reduction factor plates. These values are based on the National Design from this report. cn Standard for Metal Plate Connected Wood Truss Construc- 2. Allowable lateral resistance values for the CompuTrus v tion,ANSITTPI 1-1995. A copy of the ANSI/TPI 1-1995 stand- truss plates must be reduced by 15 percent when the t— and must be supplied to the building department when this is plates are installed on the narrow face of truss lumber requested by the building official, members. W 2.3.1 Lateral Resistance: Each CompuTrus truss plate 3. Allowable lateral resistance values must be reduced by must be designed to transfer the required load without ex- 20 percent when the CompuTrus truss plates are installed ceeding the allowable load per square inch of plate contact in lumber having a moisture content greater than 19 per- area,based on species. on the orientation of the teeth relative cent at the time of truss fabrication. Evaluation reporrt of IC'llrl F.r•aluatiun Service,inc.,are issued solely to provide injartnation to C'la.st.A tttrmhery of IC110,utiliwig the cede upon which the report A ba%ew. lir oluatirm reports are nat to be eonornrd as re prrtrnting ar.tthetirs or att,t other attributes door specifically addressed nor av an endarventent or recotnuten• Javan Jw torr ofthr•suhjrrt report. ['his report is based upon independent trat nr other terhtriral data stthtnittrd by the npp/iennt. Thr IVIII)Evoluation Servire,Inc.,technical ttaJf has rrvierr•rd the test r,•sulh stndhrr ortu•r(ford,hitt dors not lorme�ts tr.st jarilitirt to snake ayt indrprnrlrnt veriftcntiarr "There is nn wnrrantt by IC/to Evalunrint Service,/tic.,rs7tresv nr uttplie•d.ns to ars Jitrditt,g"or arhrr otntrer tit the repart or as ht any product rurrrrrl by the r•pnrt. 'Tiffs divelaitnrr inchulrv.Mn is nor limited td,tnrrrhantahility, Page 1 of 5 .Page If' of 5 ER-4211 4. Allowable lateral resi3tance values for CompuTrus truss feed trusses into a stationary finish roller press or, if the ad- plates tnsta4cl at the heel joint of a fabricated wood truss justment factors given in Table 4 are used, single-pass roller must be reduced by the heel-joint reduction factor, HR, as presses. follows: When truss fabricators use single-pass roller presses, the Hn = 0.85 - 0.05(12tan 0 -- 2.0) rollers must have minimum-l8-inch (457 mm) diameters. Plates embedded with a single-pass, full-embedment roller where: press must be preset, before passing through the roller press, 0.65 s HA <_ 0.65 by striking at least two opposite corners of each plate with a l) = Angle between lines of action of the top and bottom hammer. chords (shown in Figure 3). 2.6 Identification: Where the top chord slopes are greater than 12:12 (1009% T.)e CompuTrus "C" Series plates are embossed with the slope), this heel-joint reduction factor is not applied. designation"C-20" or"C-18,"for the No. 20 gage or No. 18 2.3.5 Combined Shear and Tension: Each CompuTrus gage plates, respectively. For the "CN" series, the No. 20 truss plate must be riasigned fuer rnmhincd shear and tension gage plate is identified by the designation"CN•20"embossed capacity, based on the orientation of the truss plate relative to on the plate, and the No. 18 gage plate is identified by the des- the directions of loading. Design for combined shear and ten- ignation"CN-18." sion must be in accordance with Section 11.2.4 of ANSI/TPI 3.0 EVIDENCE SUBMITTED 1-1995. Test data in accordance with National Design Standard for 2.3.6 Combined Flexure and Axial Loading: Truss plates Metal Plate Connected Wood Truss Construction, ANSlf TPI designed for axial forces are only permitted as splices in the 1-1995. top and bottom chord when the splices are within 12 inches (305 mm)of the calculated point of zero moment. Design of 4.0 FINDINGS truss plates at splices in the top and bottom chord that are not That the CompuTrus Truss Plates for Wood Trusses de- placed within 12 inches (305 mm) of the calculated point cf scribed in this report comply with the 1997 Uniform zero moment must include combined flexure and axial Building Code'", subject to the following conditions: stresses. 4.1 Plans and calculations are submitted to the build- 2.4 Truss Design: ing official for the trusses using truss plates de- Plans and calculations must be submitted to the building off i- scribed in this report. tial for the trusses using truss plates described in this report. 4.2 The truss plates are designed to transfer the re- The truss design must show compliance with the code and quired loads using the deign formulae in ANSVTPI accepted engineering principles. Allowable loads for the truss 1-1995. A copy of the Af ISVTPI 1-1995 standard plates may be increased for duration of load in accordance must be supplied to the building department when with the code. Calculations must specify the deflection ratio this is requesteu by the building official. or the maximum deflection for live and total load. For each truss design drawing, the following information, at a mini- 4.3 The allowable loads for the truss plates comply mum, should be specified by the design engineer: with this evaluation report. 1. Truss span, spacing, and slope or depth. 4.4 Truss plates are not permitted to be placed where 2. Dimensioned location of truss joints. knots occur in connected wood truss members. 3. Model, size and dimensioned location of truss plates at 4.5 Truss plates are installed in pairs on opposite faces each joint. of truss members. 4. Truss chord and web lumber size, species, and grade. 4.6 Trusses using truss plates described in this report 5. Required bearing widths at truss supports. must be fabricated by a truss fabricator approved 6. Top and bottom chord live and dead loads, concentrated by the building official, in accordance with Sec- loads and their locations, and controlling wind or earth- tions 2304.4.4 and 2321.3 of the code. quake loads. 4.7 Allowable loads shown in the tables of this report 7. Design calculations conforming to ANShTPI 1-1995 anJ may be increased for duration of load in accord- any adjustments to lumber and truss plate allowable val- ance with the code. ues for conditions of use. 4.8 Overpressed truss plates are not permitted. Over- 2.5 Truss Fabrication: pressed plates occur when the truss plate is em- �" Plate connectors shall be installed by an approved truss fabri bedded into the lumber more than one-half the N cator that has an approved quality assurance program cover- ing the wood truss manula-luring and inspection process in 4.9 Allowable loads shown in the tables of this report accordance with Sections 2304.4.4 and 2321.3 of the code are not applicable to truss plates embedded In lum- and Section 4 of ANSI/TPI 1-1995. The allowable loads rec- ber treated with fire-resistive chemicals. ognized in this report are for plates that are pressed into wood 4.10 When a one-hour fire-resistive ratinq is required for truss members using hydraulic or pneumatic embedment trusses using CompuTrus plates, see Evaluation presses, multiple roller presses that use partial embedment Report ER-1602. followed by full-embedment rollers: or combinations of partial embedment roller presses and hydraulic-platen presses that This report is subject to re-examination in two years. ER-4211 Page 3, of 5 TABLE 1--ALLOWABLE LATERAL RESISTANCE VALUES FOR THE COMPUTRUS TRUES PLATES" I _ �SPECIES �� DIRECTION OF GRAIN AND LOAD WRN RESPECT TO LENGTH OF PLATE AA EAAE EE PLATE MODEL pecieGrevuy. Allowable Load Per Plate'(pounds per square Inch of piers contact area) Southern yellow pine 0.55 '_I)6 _151 111 108 C-10 I Douglas lir-larch U 49 21X, 51 113 108 and He -lir 0 41 161 117 110 104 Hem-lir I C-18X17 II0 104 Spruce-pine-lir 0.41 161 Southern yellow pine 055 111 118 102 111 CN-10 Douglas fir-larch 0.49 111 118 102 I Ii andHem-fir 041 106 109 114 IIJ CN-IS 114 IIJ Spruce-pine-lir 041 106 109 -- _ I For SI: I Ib/inch'=6.89 kPa. ISee Figure I for a description of plate onentation. 'Values are determined using the gross area method. i 'Truss plates are installed in pairs on opposite fares of Irks-members TABLE 2—ALI-OWABLE TENSION VALUES AND TENSION EFFICIENCY RATIOS FOR COMPUTRUS TRUSS PLATES' DIRECTION OF LOAD WITH RESPECT TO LENGTH OF PLATE' 90` 0��Tension 90° 0'AllowableTanslon Load(pounds per Ilneal Inch per pair of plans) oad Emcleney Ratio PLATE MODEL -- ' C•10 1.110 9J2 i 0.61 0 46 917 0.75 0.46 CN-'_0 1.51.3 Ob' O J2 '_ C-18 1.619 1.080 - _ 1.859 I. 20 0.71 048 CN•18 _ — For St: I IbUinch=0.175 Nlrim. ISee Figure 2 for a !cscnption of plate onentation 'The length of plate refers to the dimension of the longitudinal axis of the area of the plate from which the plate tv°eth were sheared during plate fab ration. TABLE 3—ALLOWABLE SHEAR VALUES AND SHEAR EFFICIENCY RATIOS FOR COMPUTRUS TRUSS PLATES DIRECTION OF LOAD WITH RESPECT TO LENGTH OF PLATE a 60° 90° 120 150' 0° a0=�60° 120" 150° PLATEAllowable Shaer LoadMODEL Shear Load ENiclency Retlo (pounds per Ilneal inch per pair or plates)C-'_020 1.106 801 423 506 044 0.59 0. 1 066 0.15 0 42 587 486 0 50 0 57 0 86 0.61 0.18 1)40 CN-2096 1.O_I718 12 1.241 I.(U I 56; 578 045 O4h9 066 0.16 0.17CN•18 '1 809 86U 701 508 0 41 0.51 0.51 0 55 0,45 0.11 For S1: I IbUinch=0 175 Nlmm RUS TABLE 4—ALLOWABLEINSTALLED WITH MINIMUM-18-INCH-DIAMETER CSINGLE-TOR PASS ROFOR LLER SS PLATES PRESSES LUMBt PLATE MODEL SPECI -- -- 096 C-20 and C-19 096 0 87 CN-10 and CN-19LrI -- —"- — 050 (1 87 F- IThe OR values corresponding uI the value"U 49."above,apply to all snood species cnmhmanans hacmg an ascrage published specific gran h he 0 49 or R %aluwer:the QR J slue,eorrc.punJIno to the%slue"I)50"apply rn.ell wood speck.conibtnatIons has it L!an I,erage puhhshLd sprcllic gravity of 0 51)ur hr¢hcr The QR values shall .� he applied to all platehvuud orientations described in Figure I E9 LD tat J Page 4 of 5 ER-4211 � lad LOAD = E. u-cl LOAD �9--cp:p 'Coe"..0' LOAD L AA Orientation EA Orientation LOAD LOAD tVcoj_ i ,CC Ig, iT,E- p>Ocoljoococ Imo;a ILOAD LOAD AE Orientation EE Orientation FIGURE 1—PLATE ORIENTATION FOR LATERAL RESISTANCE VALUES Length Width ..Color w1cr-6 s LM 0' Plate Orientation 90* Plate Orientation FIGURE 2—PLATE ORIENTATION FOR TENSION VALUES 0t: V) uj FIGURE 3—HEEL JOINTS TO WHICH THE REDUCTION FACTOR, Ha,APPLIE!' Page 5 of 5 ER-4211 LONGITUDINAL AXIS TYP. �a o o O O O C-7 .zs � O tos" D MODEL C= (= O C-20/C-18 r— C— c—_:: �— O C� C-_] C WIDTH O O TYP. 1 os- '33" .10' .85' .35" .5" .333' .10" .85" .35• 5' C� O O CO I .5" t 7 (_= C= 25' 5" C= O = (_) MODEL CN-20 / CN-18 I tos- O C� C� O O C- 106' C= FIGURL 4-COMPUTRUS PLATE DIMENSIONS a R' f- N L 17 u J , APR. 28. '999 4, 37PM COMPUTRUS 909-34; 3180 NO, 9351 P. 3/i 3� 1 w Otn to N N ,U N O of s r ry 1 fl C7 Y It x .. a m m �tC a a m m C4' z m p ' x J 0 01 7 O a n N < 1-10-00 any �' 'to " .m i y O m zi z O m ul w n ry m x m Lo n I nn mm T .n, zz � � Pon i7 Qr X N a V O fU < m m •. o � ►u N.� O t? Z Z L 0 i� i'S 'Sia1R�6� ' a Ir Ln 999 [ o t � r r W > C-I � R1 p10 mJ A v'LC7 Nr0 1 lA U m C 0 > 9a a p S JQy �y1 w pfOO C d I o Z Al O A On••�aiy.S � II .aN�A ZIP', �I �++ > i o p e z z .S RpRa ar a ■C Or T AOI ':TI-4 3?�[ 7}( O• -' Ts ro m m r fn VAI [- Maw tL Z $ o �gd o t� r N � a o z 7 Z Z r- ... -� �yZi ox 4 r-1 o n Cl v u 7 � � A O Cir Ifl N to r Y n m N CI NC1 01j ca Ln e o o M 0 m m m 0 M R i o u i x rn n ? Q Lm0 y C 1 Q y ---� o `0 N N A NM, m n `� C�` 1-10-00 p n a un T m T m Lit o 0 N U, o � n O N 01 O T O A n •. ,�„ ,� fq O ra //7 Q 1.1 .. S ,p Z />, m< o a .) 1 n 1 n U1 � n c �Jr!� a pu �O W O O 'm 0 r W P n a 0 = N n o W w m OI W U b 11 C7 0 b C n cn „ APR, 23, 1999 4.37PM COMPUTRUS 909-343 3180 NO. 9351 P. 4/134 1 1 rn m s s s a rn m m � Nx c 1115111111im a, _ v v o n o Ir N b 1-10-00 n n n " +m 33 Z Z m In w in n !n In to m . . =en m n CD u x a v NciNom n Qy s b ,,nZwx on pa v ,I Z D V,rt1 y U+ d, x a m m a s v a w r- "0 r) W ac C G V • P f M N C �. u Z z iY r sy9� : S ii S� E N S 3� all � e r r � c S� � r\.1 ro a 0 ami a zn lnS1� yg�ri�D1Ri�9 O�O�RNUU� � y � r- m d f ash er��bbG�,OSl��R�S�o��nr A�S��sy } ol-alf� <�"�-SIO o o b S�-a�� ga �°Gl•S� N t1 1 0 aL e� � e ' 7�� rtiL• g r a n c� e _ y M L L \ w w Ln ry ZZ r- ul W N'- � aulsm / e 7 m W 0o -� 'n i o n o a o m m m m m C7 c L11 j rl G1 ` ! N C C� b o a W nl�- 1-10-00n -moi nl i 1 n 1 = n,nr m n N b ✓ d N U D G� m W a� n75 r O `i o a ' e n 3, in 1 rsz % xrwm a o B O\� O A Nn12 , _ _— o -, O tT Qf O a, � ► W w p IVI Do m ornAln m 6 c APR, 2S. 1999 4 38P COMPUTRUS 909-343 3160 NO, 9351 G. 5/134 a cn o ly T U i n x i.' k rNi m n+ ►� n N r o "' rr m ° ' z x a a c m rJ x x x In a o m -n n a m v m .b ro o n p CD f7 Z Z rn Y Cl m 'U W I +n Uf vlm� xe+ m Lp ti m n, OL n Ir Y Y Z '• VJ 2 DY +< 22 O r N m ti• c,Tl K N U1 'O O Z UI T V m O O V A r V O O lit ti w baa# r it r c IIA it n o \) �I : ti o� r - rn 0 dro m.l o+ ,nn1J NVQ _.fD O � y +$ aC�9G'eb��. $ a i r v o M z ��dQi�� ado"�si �� i ti n 3u�-ir �o��. oi B`i1a r a m c q., n I o ��QYdos eoi .v � in o �:SJn;OS' SGo � ASIS C 'J Ln V e aha C S cn N 02° n .. r v 4r a Lyt m vin _ _ > ? � LJ n7C ti arn > GIr o � 4C3 m y tiZ' o s y ► r D c+ m ego N ? N 11m V1 d c n tram v ^ tn T n Q O M n p a - . i s r. _ : z i m - ro A O N Il ✓ +n �► 0 L+- i w i x i n 4 In m n o wpu to WLAmmn d , OLPiD w to n a Ln in m srv -- on+nla� � w + APR. 28, 1999 38PM COMPUTRUS 909-343 3150 N0, 93;' P, 6 '. 4 w o In m mm rm m Y S a a m o a r ro ID �7 2 Z I^Ti Y O m V to In In m+ , S , n UI r%) O V C1T .�. fl r'7 2 W 0 O MI D C7 I � ru I O* D Ln �g I I Z _ v m O V O O C C O O 22 8 YA SSS v i Lyl ri i S �j3Q r a i ! rr r o oa T tn�w i C, fn 6O D n rioO �O O %ti 9 ..p66 a22 R 2 2 Ia [l W IF1.1L' '- 637O 1.7 N T oop �Ilp Y m � 1 • 1 O m I 6 � Ra,+�' In 0 e nt�sQ D �' �n11 L 0700 0 � .�Yhi:"OM Lu e a$ A R II 1 LD ? C Z Lr, 7 `�_. --� 2 Z w 10-00 m a to U apOZ n A N Ln 10 UI n 1�,, Y. Gj CijP o o _ Lu a wn N :u mg 4 o nn o n r 0 11 n � n y i z s s s n G • Il !- � w � O 1 1 1 � 1 11 r7c ca n 0 O W 0 m U3 m 1m1,� 6'1 I• N to m d ro tb W T APR, �4So. 1999 4: 3oPM COMPUTRUS 909-343 3160 N0, 9351 P. 7/134 I — VI p O yI 1 m ti N N N TS m m Cl 0 R ~ N o N m m d ✓ y � a n 91 m r s �o� n o _s, N ry R' I on 0 1 A L n Z Z m s n m a A In � nli•l n �.. mi� ul m .; C71 zz nn n n r I I � N QI O Q] 'o K p� m W w r i m s I Er� `a w - i; Ln 0 N o d o i i i s a r ^ } a n ow c R o- ii o �r 9 i C7 n z o o c um �m e)J Ol N�L1 NSU D l••1 ^um u- O- 9C7 a 0 y�;OV Q o o U o z z r s i z Ini nl Rao a o a cl a vvv Nrn m�c�t_oE �<B^6Z�qBt 1 1 1 C3 � y�rgo dE.o� ti ,s egnl�=o.E o 0 0 �� '_4- •c g--gid ,, v n �g a aaa 7 n t tD - !y M R � 1-10-00 " v 1 N 1 N a a s II � ;v m a o p •- •- •9i V N .Ln.. _ ono Z RI m ! C3 p 'J 'S�, mj D m 07 UIm� u T NN C 9 Jm OI A (n 0 ~�•' 1 (� ^ es No0 � D o Ufa 1 'Y2 r. = D .. 1 1 1 0 1 In rl a C ° pO N IC m O N 10 W m UI p o c7 W w O UI IG [, I m T1 O AP R. 28. 1999 4 38P COMPUTRUS 909-343 311o0 N0, 9351 P. 8/134 ` N O m -1 u % l M o +f U n t7 m m a s r C2 n � �+ omMn o� e ,Li N � : t-10-�Q r-r o -i to -� n Z 2 = U m y '0 N N.•. n N O om -+4 u, C-3 w z z m N b O y ? N 17'. z O .. rna ri r O n n N rlt .r Y S T�Q g a ! � a o o D z ov Ln FA ,n ED o v s o z 11 yy g q n1 n • e� O�Qd$�u oi�d g r7 � O y Y ■ e l ■ C.7, >9D N m � rn n D U1 m d� oafs 28"e Nis° n I o tyl o co � u o O o�o�7o �ta!°et '1) O A 2 p4 ^ • � n � � •6>�cq aAta g 1-10-00 �1 =i n P a • t � � � c a n y Y 1 •V - a T in `J V 1 '� n N N Clru o c m -- m a " m m mLL) 3 m a N O � to W ry(1 U in � �� n ? a 9 111 LD ty n o ., la n (� luoro - m p GI O •� 1}! O - n s �, a Z # STI m :- o n ac�imo s r owo +t Q\ � r � \O tlrnuN •- m tA m e a „ r3 ot�'i Novi � e a mm • •r .iwtr, v rn APR. 28, 1999 439P COMPUTRUS 909-343 8180 NO. 9351 9/134 O Ui r m N rn m s s a a m m .. � < o N v > 1-10-00 9 o o M s U r7 emn z z t Ino fnmf= ft 2 elm LJ !V �p 1) T > m N O D .O. Ln r1 f"1 DZZ .. n_ 0 > u,rii r) w C-3 N �'o y � > Ir cm ' m G o to w N r F)S7i no ... • P •u . - �7 z z ��+rar is �:fn+t r1.1 ti 33i 1 /1 N e, CD r gg se 3 1 I o., ro t w Y � mo o � ) O Oa, Q!.I m VI►fJ n)+0 Ln V1 N _ LT U Z D —w u O=vV pg C"N Nqq Ci 0 0 0 0 O S Z nT at6 ¢�@�obC a T -o D o aBn � � s4': 8` r�i en DU e n o N D ) of m e^cv ■eSa`'�a4 )mote ge�R Tm+� :• � g QBE e � ._w __...... �_ n 7 r 7 r J N 7 w � npO � ) a C77 rn0� L m •- 7 X � �C C CGS n m y m N C t o mmlfl frl 2 a fA czy C � N m Z7 � o n NtJ G1 ;TJ � f on' s�o yn oLuo r Z o z : = tri � Aoo oa < in i a Lr = mm in D m m w r,) m C U T T APR. 28, 1999 x, 39°M COMPUTRUS 909-343 3180 NO. 9351 P. 10/134 n n S: x x N v n N N M fn a a N m rn d z z a a m m r � x x i m > v o �m m z 2 fZn = T N \ 'pp (A NW S t7 T ,G n N—n N O D n i D P. s P) S D D ^ Do � V O C"1 N O OI I N I tT m N O O LT W N r t x " n o c n o ip• ��g�:�� faS 1J , LY 4l ` a Ilin r S �0 t1 +Y _ � o 0 N F N m o O s O� my rn U,aIU N..Q n r 1� n v d � 9os QIIQ!�Ne OZ rV I p 0 0 0 G Z = L r' ry� •�9@ � s Y D D erl�,'qa��nm�tl L3o aWc r(z�csi� .' 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O O V n n + o N = N N n m !p In r'n rn 1 n APR..28, 1999 4,42PM COMPUTRUS 909-343 31E0 NO. 9351 P. 2 0/13 4 m rn s ;n �c �e of 7► m a1 m m r o v+ m m °n ;. z n xyyy x Cp S 'n-n 51 G � -4m .+ n AA n�i N s z z s D m D - n M x U1m � -A--I m N :p T 1-10-00 pp 4Z'1 0 D O M � C7 ry bm I rjr Z N m w r v o� 4 g Ivr 2P r.IIrj Lo Y i s t] #� ! Ili`- 6 e i c Jn w4 1G C h r r r' S f O Z O O {� VI j N OID mJ CA JtP(J u�a Ci D L s 2%s em z vO�C��` e�mt o ," nO rnn� N Q 3 0 • N� .D��wQID 3g- ," 34 ,ern O` _ro lit v N n �! 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Id ro -� I in ` C7 c) o to cl IJ d N o rn crop , .v c, c, � v,vt � n �0:'d CO�V��—�� U, N0. 9351 P. 14/1 ;1 T m -4 N N N M m m , n f7 x x x N _ = s a m mCD _ o v+ m m i N S� o� � c o v Oma. rr q Z Z m K H m S I� to W Nm�► + 2 rri 1^10-OD I- I- m b N m m O n ZSD �O i 1 U 1 r CI Q ► r Z 1 I 1 N Lo tl 0 m a W r 11d .- D G G e P f N f C-3 Z Z x j s 5lige L Cp 42 z s A 9 z Y C �O OV S U1L1 N!� m m O' NNDU O H .1 r- 3. r d - t _ gJl q+�6� fJ it o G 9-1 r. efiF 3 o a Al. tA z m } rr -4 .. .. .In n N * W N - CA M o o ' La fu �1 NNG a-� �y o a 2i iG N n 'fr � ..n I� v .vi� �a o 0 C 9 ? C g1 (yJ11 ^ nNi • V V-4 uO A'rR. 28. 1999 4:4 2 P M COMPUTRUS 909-343 318(4 NO, 9322/134 UI C % 0 N r C-J C) R 1[ Y % • ISI to P.y �I r o Y.Z n ul Qr 0 v� m _ e y m m 06_Q� In > r :. m f Di x �v7 p op pp r cn m a T r CC .c' V < i Inrn m O im7 m N " Z Zm S f7 m v D GYNN=�Ny N n n o 7� O m rn m m n u r "�• ?"� G �S ul y C) N u !? 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A a a m n7 \ • x zLil to m Y A m to � •- m b y lD rV to NO7� • '- � M A. 11- V v J Lo Ab I m o o .I ru s r n v ee ns o 0 �� zz e a iM N-i i •-� N iF iT 3 r 3 t.J I�c• �b� �� m � m cy � o a o , {l6 r j i SR � �� a v-r• ror V �„ � R m G • 7 = C N QQ mss"' Um. mm �n>u N•-� p Z > --1 VI n�°-roaga R -uvea a�p�r n r n _ �t�d-7�e t9 a"Y m ma O�pf o33O 1 $—d� G m O 1 1 OR1O �•�CR r8 B��j e i r ^o O y as_- io�' !a 9LL ti 4 �xgR��-2�� 1 3 ' Cn - F n ,� '•1 ►W��y N X ^� eN N 0 Oe�ry ow O /- V lsr� 'r1 T 01 OI m 61 WD r 1 I LA_ ' QI 1 1 VD.- i I 'n This safety alert symbol is used to attract your DANGER: A DANGER designates a condition attention! PERSONALSAFETY IS INVOLVED!Whenwhere failure to follow instwctions or heed warn- you see this symbol- BECOME ALERT-HEED ITS ® ing will most likely result in serious personal MESSAGE. injury or death or damage to structures. ® CAUTION: A CAUTION identifies safe operating 'JVARNING: A WARN114G describes a condition practices or indicates unsafe conditions that could where failure to follow instructions could result in result in personal injury or damage to structures. severe personal injury or damage to structures. HIB-91 Summary Sheet COMMENTARY and RECOMMENDATIONS for HANDLING, INSTALLING & BRACING METAL TRUSS PLATE INSTITUTE 583 D'Onofrio Dr.,Suite 200 PLATE CONNECTED WOOD TRUSSES Madison,Wisconsin 53719 (608)833-5900 If is the resvonsibi6tvoltheir ,ts?t_ b_VL __ buddingconGactor licensed truss industry, but must, due to the nature of responsibilities involved, be e=_QL_orerection con frar�{QrJ_(Qerfvreceive,unload store handle. ins,_ll1And presented as a guide for the use of a qualified building designer or installer.Thus, brie metalpl0[@connec&AiyQg.atrusses to protect life and gropes The installer the Truss Plate Institute,Inc expressly disclaims any responsibility for damages must exercise the same high degree ofsafety awareness as with any otherstructural arising from the use, application or reliance on the recommendations and material.TPI does not intend these recommendations to be interpreted as superior information contained herein by building designers,installers,and others Copyright to the project Architect's or Engineer's design specification for handling,installing OF by Truss Plate Institute, Inc All rights reserved This document or any part and bracing wood trusses for a particular roof or floor.These recommendations are thereof must not be reproduced in any form without written permission of the based upon the collective experience of leading technical personnel in the wood oublisher Printed in the Unncz!Siates of America. CAUTION:The builder,building contractor,licensed CAUTION: All temporary bracing should be no less contractor,erector or erection contractor is advised than 2x4 grade marked lumber. All connections to obtain and read the entire booklet"Commentaryshould be made with minimum of 2-16d nails. All and Recomrr-ndations for Handling, Installing & A trusses assumed 2'on-center or less.All multi-ply Bracing Metal Plate Connected Wood Trusses,HIB- trusses should be connected together in accor- 91"from the Truss Plate Institute. dance with design drawings prior to installation. TRUSS STORAGE CAUTION:Trusses should not be unloaded on rough Lorrain or un- 1 even surfaces which could cause ?09damage to the truss. --mill 10' �, // CAUTION: Trusses stored horizontally should be ,r supported on blocking to prevent excessive lateral CAUTION: Trusses stored vertically should be bending and lessen moisture gain. braced to prevent toppling or tipping. WARNING: Do not break banding until installation DANGER: Do not store bundles upright unless begins. Care should lie exercised in banding re- properly braced.Do not break bands until bundles moval to avoid shifting of individual trusses. are placed in a stable horizontal position. WARNING: Do not lift bundled trusses by theDANGER: Walking on trusses which are lying flat bands. Do not use damaged trusses. A is extremely dangerous and should be strictly prohibited. Frame 1 WARNING: Do not attach cables chains, or WARNING:Do not lift single trusser;with spans TOP CHORD + �- r TOP CHORD DIAGONAL BRACE hanks to the web members. greater than 36 by the'peck. dj� 12 MINIMUM LATERAL BRACE SPACING(DBS) / 4 or greater /X\ �0� --1 SPAN PITCH SPACING(LBS) I#trusses MECHANICALSP/DF SPF/HF f,�, .6Q. �� LA � u to 32' 4/12 a' 20 15 _ or less INSTALTION or less Over 32'-48' 1 4/12 1 6' 10 7 Over 48'-60' 1 4/12 1 5' 6 4 See a registered professional engineer Tag Approximately Approximatel)� Tag Line „/ �� Line truss length V,truss length DF-Douglas Fir-Larch SP •Southern Pine HF-Hem-Fir SPF-Spruce-Pine-Fir Truss spans less than 30'. Litting devices should be connected to the truss top chord with a closed-loop Sirongbacki Continuous Top Chord Spreader Bar attachment utilizing materials such as / All lateral braces Lateral Brace SpreaderBar ftp, �-_ slings,chains,cables, nylon strapping, , t lapped at least 2 Required Toe In f _ etc. of sufficient strengih to carry the t Toe In weight of the truss.Each truss should be f ) trusses. set in proper position per the building /� 10'or Greater J\ y� designer's framing plan and held with Approximately g (.�__ Proxirnately the lifting device until the ends of the h ^� V,to;.,truss length truss are securely fastened and tempo- r/i to�',truss length � _� /�/ ReAttquired Less than orequal to 60' 1 rar bracingis installed. Greater than 60' q Tag Line Tag s�,�.,, "'o• Line Strongback! 10' 10' sAjt�s' ri Spreader Bar SpreaderBar - 7 Toe In - ' - Tie In oc �1 ot�'s'...-- I At or above ,/�_ Top chordalhataralalenllybrscedcanbuekls -,45^ mid-helghl '_ Iogetherandcausecollapseiftherelanodlago- , Ap�rrOximately - ,f I nal bracing.Diagonal bracing should be nailed t ,.-' Approximately t:,to w,truss length to the underside of the lop chord when purlins 'i,to>,truss length __ areanaeh.dtothe tnp.laeofthe top chord. __ PITCHED TRUSS Tag Tag Greater than 60' _ �...__. Less than or equal to 60' Line Line ' _ WARNING: Failure to follow these recommendations could result In A CAUTION: Temporary bracing shown In this summary sheet is adequata for the Installation of A severe personal Injury or damage to trusses or buildings. trusses with similar configurations. Consult a registered professional engineer if a different bracing arrangement Is desired. The engineer may design bracing in accordance with TPI'sA — TOP CHORD Recommended Design Specification for Temporary Bracing of Metal Plate Connected Wood MINIMUM TOP CHORD DIAGONALBRACE ,, Trusses, DSB-89, and in some cases determine that a wider spacing is possible. PITCH LATERAL BRACE SPACING(DBS) 1z SPAN DIFFERENCE SPACING(LBS) #trusses �� SP DF SPF HF � s•� GROUND BRACING:BUILDING INTERIOR GROUND BRACING: BUILDING EXTERIOR Up to 28' 1 2.5 1 7' 17 12 <A ,i,t, h",(Ai-d Typical vortical tnd Wall Side Over 28'-42'1 3.0 8' 9 6 V t ii auechment Plan Over 42'-60' _3.0 5' 5 3 f ,_ -- Over 60' See a registered professional engineer i' -e __. tit• Blocking .. i 1 DF•Douglas Fir-Larch SP-Southern Pine i I \ HF-Hem-Fir SPF-Spruce-Pine-Fir Ground bran �•` — vsHlut(GBy) i,,,,.i,,,„i r�n� - 'f Ground Brace I verticals(013v) Continuous Top Chord Ground brace Lateral Brace j - All lateral bracesl \ diagonals(GOD) /I Required ' lapped at least 2 I et truss of braced group rd trusses Ground brace / / �.�'' �s,, e..-/ trUSSeS. 10”or Greater , F vertical(08v) rid brave(FB) ,{ b��e"d Attachment I (aler ai 11.80) troupes of braced Required _' group of Iruases ,J Ground Lu" (;r.Hind brasfl \71j �� End Were IEB) r-� WaterCr] I�Bi;' d,agonata(080) r�� V, Its-I :n'r floor system shall have G, W ,drqusta capacity to support ground breree. Strut 2.5 / OOr� ry P 2ndflow oa'k"f ( n 1z gyp\ 4 top chords that era laterally braced can buckle �, Iogelherandcause eollapuxthere bnodugo stake Typicalhorlronlaltiememberwllh 1kJb5Q nalbracing.Diagonal bracing should bensiled U,,ven ?B' to the underside of the lop chord when purline - tat ftoo, n multiple stekos(HT) or fa /__ 41r 1ti ars attached to the topalde of the lop chord. -" round slake* CAUTION: Ground bracing required for all Installations. ' r _ -�.I _ _ ;'' SCISSORS TRUSS Frame 2 Frame 3 12 r + —� 4 or greater \ 2x4/=PARALLEL Continuous BOTTOM CHORD TOP CHORDTop Chord HOTrOM,CHORD DIAGONAL BRACE TOPCHORD DIAGONALBRACE CHLateral Brace MINIMUM LATERAL BRACE SPACING(DBS) MINIMUM LATERAL BRACE SPACING (DBS) Required SPAN PITCH SPACING(LBS) [#trusaee] SPAN DEPTH SPACING(LBS) #trusses Tbpchords that are laterally braced can buckle 10"Or Greater -SPIDF _ S P/D F S P F I H F toyetherand cause collapse if there isno diago- U t0.,L' 30" 8' 1 6 10 nal bracing.Diagonal bracing should be nailed U t0 32' 4/12 15' 20 15 to the underside or the top chord when purlins Over 32'-48' 4/12 15' 10 7 Over 32'-48'1 42" 1 6' 6 4 ara aNached to the topside of the top chord. Over 48'-60' 4/12 15' 6 4 ra0vV:6,:rr1`0 '-60' 48" 5' 4 2 Over 60' See a registered professional engineer ' See are Istered professional engineer Attachment DF-Douglas Fir-Larch SP-Southern Pine DF-Douglas Fir-Larch SP-Southern Pine Required - HF-Hem-Fir SPF-Spruce-Pine-Fir HF-Hem-Fir SPF-Spruce-Pine-Fir %� sPF114r O.C. \�0y� I � 30"or All lateral braces ,grader lapped at least 2 trusses. 0100, h - �sq9,;;>�� \� -'✓/r -.� \ I All lateral s lipped `L 'al at trusses. -45°\ -` The end Gly diagonal brace / for cantilevered End diagonals are essential for Bottom chord diagonal bracing repeated X15 trusses must be stability and must be duplicated o;; —. al each end of the building and at same _ _ the support. placed on vellical both ends of the truss systrrn. spacing as top chord diagonal bracing. _ EBTTOM CHORD PLANE webs In line with WARNING: Failure to follow these recommendations could result in WARNING: Failure to follow these recommendations could result in A severe personal Injury or damage to trusses or buildings. severe personal injury or damage to trusses or buildings. 4x2 PARALLEL CHORD TRUSS:"fOP CHORD Con+i lupus Top Chord ckle Lateral Brace Top chords that are laterallywaced can bu -1 Required together and cause collapse Ithersisnodlago- 1. l aalbraciny Dlagon lbrecingshouldbenalled i 10"Or Greater to the undvsjde o1 the top chord when purlins are ettaehe,.t to the topslde of the top chord. i Attachment Required Cross bracing repeated 1b y.� Re q buildinat g end altdoatthe 20' � f$ru y(Og_a) rte Intervals. 0 Permanent : �° Trusses must havelum- "r 77bar oriented in the hori- 00I1tillUO 1S �. - zontal direction to use lateral bracing braces oc All es lapped pppd ihls brace spacing. as specified by the at least twr+ truss engineering. 16 trusses, -4W "450 ._ ��9 a'_' / �o-�' End diagonals are essential for i stability and must be duplicated on both ends of the truss system. WEB MEMBER PLANE •� Frame 4 Frame 5 12 TOP CHORD greater a' TOP CHORD DIAGONAL BRACE MINIMUM LATERAL BRACE SPACING(DBS) _�� ai a SPAN PITCH SPACING(LBS) [#trusses) 6e6 SP'DF I SPF HF a� E Up to 24 3/12 8' 1 17 1 12 Over 24'-42' 3/12 1 7' 10 1 Over 42'-54' 3/12 6' 6 1 4 4 Over 54' See a re istered rofessional engineer DF-Douglas Fir-Larch SP-Southern Pine o �� HF-Hem-Fir SPF-Spruce-Pine-Fir lLp i' All lateral braces lapped at least 2 trusses. Diagonal brace also required on end verticals. ' Continuous Top Chord Lateral Brace Required r �\ Tol.chorda that are laterally braced can buckle togeth-.rand cause collapse lfthere lenodlapo- 10'or Greater _ nal braalnp.Diagonal bracing should be nailed to lhs underalde of the top chord when purlins are attached to the topside of the top chord. `��-,�r�.a w48° `,"/ Attachment MONO TRU'3S L Requlred — — ® WARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. INSTALLATION TOLERANCES F30W Length – L(in) PLUMS D(ln) D/50 D(ft) 1 +– 12" 1/4" 1' * Lesser of 24" 2" 1_/200 or 2" 38" 3/4" 3' a., ' 80" 1.1/4" S' _ ---- L(In) L(in) 72 1-1 2 8'— 84- 1-3/4" W. 2" 8' a Trus• 108" 2" 9' -- _ Depth -- – ~ -Lesser of U200 or 71 Lesser of __JD/50 or 2" L(in) 1_1200 L(ft) L(In) L/200 L(ft) ±ve 1,�' S0" 1/4" 4.2' 200" 1 LO Maximum Plumb 100" 1 3' 25_0" 1.1/4" 2o.67- Misplacement o.13'M splacement Line 150" 3/4" 12.5' 300" 14'2" 25 0' OUT-OF-PLUMB INSTALLATION TOLERANCES. OUT-OF-PLANE INSTALLATION TOLERANCES DANGER: Under no circumstances should WARNING: Do not cut trusses. A construction loads of any desicriptionbeplaced Aon unbraced trusses. Frame 6 CITY OF TIGARD BUILDING PERMIT PERMIT#: BUP99-00105 DEVELOPMENT SERVICES DATE ISSUED: 5/10/99 13125 SW Hall Blvd.,Tigard, OR 97223 (503) 639-4171 PARCEL: 2S101AA-08300 SITE ADDRESS: 12510 SW 69TH AVE SUBDIVISION: WEST PORTLAND HEIGHTS ZONING: MUE BLOCK: LOT: 029 JURISDICTION: TIG REISSUE: FLOOR AREAS EXTERIOR WALL CONSTRUCTION CLASS OF WORK: NEW : 6,000 s : TYPE OF USE: COM SECOND: 0 sf PROJECT OPENINGS? TYPE OF CONST: 5-1HR 0 sf OCCUPANCY GRP: B TOTAL AREA: 6,000.00 sf ROOF CONST: B FIRE RET? N OCCUPANCY LOAD: 55 BASEMENT: 0 sf AREA SEF'. RATED: STOR: 1 HT: 18 ft GARAGE: 0 sf OCCU SEP. RATED: BSMT?: N MEZZ?: N REQD SETBACKS REQUIRED FLOOR LOAD: 60 psf ft ' DWELLING UNITS: 0 FRNT: 0 ft REAR: 0 ft FIR ALRM : N HNDICP ACC:Y BEDRMS:0 BATHS: 0 IMP SURFACE: 0 PRO CORR: PARKING: 0 VALUE: Remarks: Construction of single story, 6,000 sq ft office building. Owner: Contractor: JT & THERESA ROTH JT ROTH CONSTRUCTION INIC 12600 SW 69TH AVE 12600 SW 72ND AVE STE 200 TIGARD, OR 97223 TIGARD, OR 97223 Phone: Phone: 639-2639 Reg#: LIC 31700 FEES REQUIRED INSPECTIONS Type By Date Amount Receipt Footing Drain PLCK DRA 3/29/99 $752 70 99-313930 Framing Insp Insulation Insp FIRE DRA 3/29/99 $463 20 99-313930 Gyp Board Insp CDCB BON 5/10/99 $125.00 99-315241 Susp Ceiing Insp CDCP BON 5/10/99 $125.00 99-315241 Final Inspection O r � I i (additional fees not listed here) Total $3,455.83 This permit is issued subject to the regulations contained in the Tigard Municipal Code, State of OR. Specialty Codes and all other applicable law. All work will be done in accordance with approved plans. This permit will expire if work is not started within 180 days of issuance, or if work is suspended for more than 180 days. ATTENTION: Oregon law �- requires you to follow the rules adopted by the Oregon Utility Notification Center. Those rules are set forth in OAR 952-001 0010 through OAR 952-001-1987 You may obtain a copy of these rules or direct questions to OUNC by �— calling (503) 246-1987, J Permitee J Signature Issued 13y: — Call 6394175 by 7 p.m. for an inspection the next business day --�7LG CITY OF TIGARD Commercial Building Permit Application Recd By �'w 13125 SW HALL BLVD. New Construction and Additions Date Recd 23 F/— TIGARD, OR 97223 Date to P.E. (503) 639-4171 Date to DST u� Permit# , e Print or Type Related SWR# Incomplete or illegible applications will not be accepted Called _ _ On Name of Development/Project 6 , )/7 �� Job Existing Building ❑ New Building E] Address Street Address Suite SW 69th / ,r,' Building 1- Bldg# City/Stale Zip Data Tigard, Or. 972.23 Existing Use of Building or Property: Name Property J.T. Roth, Jr. and Theresa A Roth _ vacant. Owner Mailing Address —� Suile , Proposed Use of Building or Property. 12600 SW 72nd 11200 200 commercial office cityrstatE: zip -- Pnone i- - No. Of Stories: --66c _ Tigard, Or. 97223 639-2639 1 ccupant Name Sq. Ft. Of Project. _ Employer Overload Name Occupancy Class(es) Contractor J.T. Roth Construction, Inc. B Prior to permit Mailing Address Guile Type(s) of Construction issuance,a copyof all aA licenses 12600 SW 72nd 200_ are required it City/Stale zip Phone _- Will this project have a Fire Suppression System?i expired in C.O.T Tigard, Or. 97223 639-2639 Yes ❑ No �] database Oregon Const.Cont Board Lic.# Exp Date Americans with Disabilities Act (ADA) 31700 3-31-9,4dr Valuation X 25% =$ Participation Complete Accessibility Form _ Name Project _a $ ^ Architect PDW Design _ Valuation 389,400.00 Mailing Address Suite 13600 SE Tailor Ct. Plans Required: See Matrix for number of sets to submit city/Stale — Zip Phone -- 4 on back Port. , Or. 97233 252-8015 -- Engineer Name I hereby acknowledge that I have read this application,that the information Rowell Engineering given is correct,that I am the owner or authorized agent of the owner,and Mailin�Address Suite that plans submitted are in compliance with Oregon State Laws. 45 .,E 102nd Ave. tore of n /Agent Date City/Slate Zip �^ Phone .. — Port„ Or, 97216 254--6292 C t PAW—Rame Phone N indicate type of work New Addition demolition C Tim Roth _ 639-2639 �- Accessory Structure 0 Foundation Only O Alteration O Repair O Uther o FOR OFFICE USE ONLY -' Descrtptlon of work:51 n g 1 e story office building Map/TL# Land Use: wood framed - brick veneer y l `r�zY Notes: Parks: Estimated#of Employees TIF: If the above figure Is not supplied at the time of application,the city will calculate the fee based upon the numbor of parking spaces. Note Site Work Permit Application must precede or accompany Building p n Permit Application I COMNEW DOC (DST) 5/98 � 215�a COMMERCIAL PLAN SUBMITTAL REQUIREMENT MATRIX Plan Review is dependent upon submittal of BOTH plans AND a COMPLETED application. For an electrical submittal, the application must contain the signature of the supervising electrician before plan review will be conducted. After plan review approval, Plans Examiner will contact the applicant to request additional plan sets for distribution purposes. (Copy for Contractor, City, Washington County, Tualatin Valley Fire & Rescue) ---_�_---- Total # of TYPE OF SUBMITTAL Plans KEY: Submitted S (Private) ��— 1 S = Site Work B (New or Add) 1 B = Building F (New or Add or A!t) 3 F = Fre Protection System M (New or Add or Alt) 1 M = Mechanical B & M (New or Add) 1 P = Plumbing P (New, Add, or Alt) 2 E = Electrical B & M & P (New or Add) 2 New = New Building E (New, Add, or Alt) 2 Add = Addition B & F & M & P & E 3 — Alt = Alternation to Existing (New , Add) _ _ Building *B or B & M (Alt) 1 .__...... *B & M & P (Alt) 3 h 'B & M & P & E(Alt) 3 Lon 'B & M & P & E & F(Alt) �3 NOTES: 'Shaded areas designate ALT submittals only. I ristsVrinx\piatrxcnm ripe 10/2998 Geo Oberkamper- SDR 98-0024, Employers Overload Page 1 From: Brian Rager To: #Dsts Date: Fri, May 7, 1999 11:05 AM Subject: SDR r3-0024, Employers Overload I have now signed off the last condition and you can now release the BUP. Brian D. Rager Development Review Engineer City of Tigard (503)639-4171, ext. 318 e-mail: brianr@ci.tigard.or.us n� J m C' 41 J ��— DATE: _��j� PLANS CHECK NO. PROJECT TITLE:: COUNTII'WDE TRAFFIC IMPACT FEE WORKSHEET A 'T"T: (FOR NON-SINGLE FAMILY USES) NGADC"El 7aa T1aA-o83C� SITES NO.ADDRESS: LAND USE CATEGORY RATE PER TRIP RESIDENTIAL $ 189.00 BUSINESS AND COMMERCIAL $_48.00 OFFICE $ 174.00 INDUSTRIAL $ 182.00 INSTITUTIONAL_ $ 79.00 I PAYMENT METHOD: CASH/CHECK CREDIT BANCROFT(PROMISSORY NOTE) _ INSTITUTIONAL ONLY: DEFER TO OCCUPANCY !AND USEjreATEGORY �j��ESCRIPTION �F USE WEEKDAY AVG WEEKEND AVG.TRIP RATE — �`QS�_f�F►'� Er TRIP RATE BASIS: 6,,�i V&bpc5f LV,C c� c.GFieti I,&o t4 CALCULATIONS: ,c = 7Asi 5 604 i �J1 T��j,.✓�r/,-),v X w£EK4itY 4v . xR��E ��C ri��t CP X /�o• 3/ = 9 7, �G �, Fs 7 7.86 SIPS X 4'17 V D® — / ��7, �D / PROJECT TRIPGENERATION V- FEE �s FOR ACCOUNTING PURPOSES ONLY ADDITIONAL NOTES: `� APPt_I fl QT S D'�r�1� To -F',)A-Q �_4— J -r .N. -77;'r—C ROAD AMT OP Lu -7–,,-- -H7– TRANSIT AMT.: .#/ 379 r I:TIFWKS"T.DOC (DST) EFF: 07-01-98 it COUNTYWIDE TRAFFIC IMPACT FEE CITY OF TIGARD PAYMENT OPTION FORM OREGON March 22, 1.999 �a5yo SW 69th ,Q✓� Date Site Address Employer Overload �_ 1;� L Project Name Plan Check # I realize that I must make a decision on payment of the Traffic Impact Fee (TIF) at this time. Therefore, I request the following (choose whichever option or options are applicable): L� Cash or Check Credit Voucher MBancroft or Installment Payments or F] The Ordinance allows for deferral of payment of' the TIF until issuance of' the occupancy permit if the TIF is greater than $5,000. If the TIF meets this requirement, I also request this option. I understand the TIF must be paid prior to issuance of an occupancy permit. I also understand that the TIF will be recalculated based on the prevailing rates at the time of payment. Please be advised that TIF rates may increase up to six percent each July 1st. This rate increase is not subject to appeal. r� Ln — J ( kR*/ 'PIICANT OWNER/APPLICANT cD U, J cc. Building Permit rile Payment Option Notebook 13125 SW Hall Blvd., Tlgard, OR 97223(503)639-4171 TDD (503)684-2772 --- iAdsts\forms\tifsuh.doc 10/29/98 March 29, 1999 CITY OF TIGARD J T Roth Jr and Theresa A Roth 12600 SW 72nd Ave Ste #200 OREGON Tigard OR 97223 TRAFFIC IMPACT FEE FOR Employer Overload Enclosed with this letter you will find a calculation sheet showing the computation that has been performed to determine the amount of the Traffic Impact Fee (TIF) to be paid for the project noted above. The amount of the TIF is $17,02.8. You have three payment options available to you. The first is to pay the TIF at the time you are issued a building permit. The second is to arrange for payment over time by signing a promissory note (if you wish to exercise this second option please contact me for additional details). The third option is to defer payment until occupancy. Traffic impact fees are subject to )n annual increase of up to 6% if not paid or financed prior to ,July 1 st of each year. Please note that you may appeal the discretionary decisions made in determining the appropriate category and the amount of the fee bF.sed on that category. A notice of appeal must be received by the City Recorder no later than 5:00 p.m. on 4/12/99 and must be accompanied by the $625.00 appeal fee required by Washington County. Although filed with the City Recorder, an appeal would be heard by the Washington County Hearings Officer. If you have any questions, or if I can be of further service, please contact me at 639- 4171 . 4. a• h U1 Debbie Adamsk.i Development Services Technician m 1, c: TIF file Building file I MSM3TIF DOT 13125 SW Hall Blvd., TIgard, OR 97223 (503)639-4171 TDD (503)684-2772 -- COUNTYWIDF TRAFFIC IMPACT FE(ORIIEGO APPEAL INFORMATION TIGARD N Attached is a copy of the Director's decision on this Traffic Impact Fee assessment or Traffic Impact Fee Credit/Offset request. This decision may bP appealed and a public hearing held by filling a signed petition for review (appeal) within fourteen (14) calendar days of the date written notice is provided (date mailed). APPEAL PERIOD: Date to 5:00 PM on_Al-/cam—y� Appeal Due Date A motion for reconsideration also may be filled within seven calendar days of the date written notice of the decision is provided (see Section 208 of the Washington County Community Development Code). A motion for reconsideration does not stop the appeal period(s) from running and is available only as an extraordinary remedy for when a mistake of law or fact has occurred. A motion for reconsideration requires a filling fee of$625.00. This decision will be final if an appeal is not filed by the due dates(s), and a motion for reconsideration is not granted by the Director. The complete file is available at 1312.5 SW Hall Blvd., Tigard, OR 97223 for review. A petition for review (appeal) must contain the following: 1. The name o�the applicant and the relevant casefile/building permit/other development permit number; 2. The name and signature of the petitioner filing the petition for review (appeal). If a group consisting of more than one person is filing a single petition for review, one individual 0all be designated as the group's representative for all contacts with the Department. All Department communications regarding the 1. -tion, including correspondence, shall be with this representative; 3. A statement of the interest of the petitioner; _ 4. The date the notice of decision was sent as specified in the notice, 5 The petition for review (appeal) shall state the relevant facts, applicable ordinance provisions, and relief sought; and 6. The fee of$625.00 for Director's decisions being appealea to the Washington County Hearings Officer. m For further appeal information contact: 1_1 U��_ k)t 11 -11- 1 rad 4' ��/ '7/ '/O ?31i! `- 'P46I('91vd., Tigard, OR 97223(503)639-4171 TDD (503) 684-2772 — Form 2a�— -- — --- - – Project Name: �] I e ca►Mttit 3u- Page: 1 – SUMMARY Project 1. Project Name '�" <� . Co rH Co M 3 2. Project Address i_—Jo S. w (t9AVa _ 3. City/Town 5. County 4. Building, Gross Area (W) ('cc-z 6. No. of Floors Chapter Type ID Description Attached Attached Building Envelope Form 3a Builaing Envelope-General Forms and 3b Prescriptive Path-Zone 1 Worksheets 3c Prescriptive Path-Zone 2 Check boxes to 3d Simplified Trade-off IU:o CodeCinnp sohw,n ) indicate attached — iorms and Worksheet 3a Wall U-factors ❑ worksheets. 3b Roof U-factors 3c Floor U-factors ❑ Systems Form 4a Systems- General ❑ 41) Complex Systems ❑ Worksheet 4a Unitary Air Conditioners- Air Cooled ❑ 4b Unitary Air Conditioners- Water Cooled ❑ 4c Unitary Heat Pump-- Air Cooled ❑ 4d Unitary Heat Pump - Water Cooled ❑ 4e Unitary AC & Heat Pump - Evaporatively Cooled ❑ 4f Packaged Terminal Air Conditioner- Air Cooled ❑ 4g Packaged Terminal Heat Pump-Air Cooled ❑ 4h Water Chilling Packages- Water& Air Cooled ❑ 4i Boiler-Gas-fired & Oil-fired ❑ 4j Furnaces and Unit Heaters - Gas-fired & Oil-fired ❑ Lighting Form 5a Lighting- General a 5b Interior Lighting Power- Occupancy Method 15 5c Interior Lighting Power- Space-by-Space Method ❑ Worksheet 5a Interior Lighting Power 5b Lighting Schedule 5c Interior Control Credits ❑ Applicant 7, Name ivA0%-ISov 10. Telephone Z97-3 8. Company 11. Date /if A02114-1 ZZ / 4 9. Signature Attached No. of Pages Description of Document 1 w Documen- tation cz — J 10 98) Forms 2-1 Form 3a Project Name: 3T2 LOVA „ OrupcoPage: -Z BUILDING ENVELOPE - GENERAL Check all boxes 1 . Exceptions (Section 1312) that apply. J No Envelope Components. The building plans do not call for new or altered building envelope components, e.g., walls, floors or roof/ceilings. J A Non-conditioned Building. The proposed structure has no spaces heated or cooled by an HVAC system. Exceptions J Exception. All new or altered building envelope components do riot comply with the require- Discussion of ments of Sec. 1312, but qualify for an exception. Note applicable code exception. Section qualifying excep- Exception _ Portions of the building that qualify: lions on page 3-9. 2. Air Leakage (Section 1312.1.1) A Complies. Plans require that penetrations in the building envelope are sealed and that windows and doors are caulked, gasketed or weatherstripped. The plans/specs show compliance with this requirement on the following pages ��rrwertntt 3. Suspended Cjiling (Section 1312.1.2.1) Complies. The building plans do not call for a suspended ceiling separating conditioned spaces from unconditioned spaces. No exceptions are permitted. 4. Recessed Light Fixtures (Section 1312. 1.2.2) (� Complies. The building plans do not show recessed light fixtures installed in ceilings separating conditioned spaces from unconditioned spaces. Exceptions J Exception. The building plans require that fixtures installed in direct contact with insulation be Discussion of insulation coverage (IC) rated. The plans/specs show compliance with this exception on: qualifying excep- tions on page 3-10. 6. Moisture Control (Section 1312.1.4) J Compliea. A one-perm vapor retarder is installed on the warm side (in winter) of all exterior floors, walls and ceilings, and a ground cover is installed in the crawl space for both new and existing buildings where insulation is installed.The plans/specs show compliance with this requirement on: 5N110111—'j' `t _ Exceptions J Exception. All new or altered building envelope components do not comply with the vapor Discussion of retarder requirements of the code, but qualify for an exception. Note applicable code exception. qualifying excep- tionsSection 1312.1.4, Exception . Portions of the building that qualify: �. on page 3.1 f. P 9 q y: V. Climate 6. Climate Zones Zones KJ Zone 1 -A building site is in Climate Zone 1 If Its elevation is less than 3,000 feet above sea m level and it is in one of the following counties: Benton, Columbia, Clackamas, Clatsop, Coos, `• Zone 1 Buildings Cur Douglas, Jackson, Josephine, Lane, Lincoln, Linn, Marion, Multnomah, Polk, Tillamook, w Complete Form 3b. Curry. 9 P —' Zone 2 Buildings: Yamhill, or Washington. Complete Form 3c, J Zone 2- Building sites not in Zone 1 are in Zone 2. (10198) Forms & Worksheets 3-1 Form 3b Project Name:, r��D ��,� _Page: PRESCRIPTIVE PATH - ZONE 1 Walls Proposed Code Requirements Discussion of this (a) (b) (c) (d) (e) (f) (9) (h) `� (i) section of the form Wall Type Wall Area Glazin Glazingg° Wall Insul'n Max. Max Min on pages 3.12 (fP) Area(ft (c)<-(b) U-factor R value 50 U tactor Insul'n X100 Glaz'g *; R-valu through 3-14 e Masonry', w/integral 15% 0.30 ` na 1 loose filh insulation Masonr�r', w/integral 30% 0.21 2 rigid fill insulation 3 Masonry or concrete' 3000, 0.13 or 11 w interior insulation Masonry or concrete' 150. 030 or 14 4 w/continuous exterior insulation Masonry or concrete' 30°0 0.21 or 3 5 w,'continuous exterior insulation 6 Frame" ZS —(gg / •S W, 013 or 13 7 Other 30 0.13 or 13 B Below-grade walls ,' \�\�.;', na 0 11=7 Windows & Proposed Code Requirements Skylights (a) (b) (c) (d) (e) (fl (9) F(hf) Discussion of Component Roof- Total °o Glazing U-factor 5C' Max. °,'pMax. skylights and Area (ft ) Area(ft2) (c)�(b)000 Glazing SCS glazed smoke vents _ on page 3.14. g Skylights and glazed (ppb /� ( ,Zp y'� 6% 1.237 0.578 smoke vents r ;H-.1 0.54' 0.576 10 Windows Doors, Proposed Code Requirements Floors & (a) (b) (c) (d) (e) Roofs Component U-factor R-value Max. U-factor ti Min. R-value (entire assembly) \ iinsuiaiion only) Discussion of this section of the form 11 Doors 'Z, O �.` `�`. 0.20" \� on page 3.15. q 0 07 or 11 12 Floors over unconditioned spaces •055 l .. . 7.512 13 Floors, heated, with slab-edge insulation "" ♦ ,`.`" 14 Roofs OS , 0.05 or 19 Notes ' Minimum weight of masonry and concrete walls-50 Ib4t2 of wall face area. 2 All cores to be filled At least 5o percent of cores must be filled with vermiculite or equivalent fill insulation n 3 All cores except bond beams must contain rigid insulation inserts approved for use in reinforced masonry walls 4 Batt insulation installed in metal or wood frame walls shall be insulated to the full depth of the cavi!y up to 6 inches in depth. V) s Shading Coefficient(SC)is the center of glass value and can be cal:ulated from the Solar Heat GRIn Coefficient using the cn following equation:SC=SHGC-0.87 F' a Opaque smoke vents are exempt from U-factor requirements. J This value was set to allow a double-glazed skylight with a 0.5 inch air space with one papa tinted. e A tinted outdoor pane satisfies this requirement.Glazing for merchandise display is exempt Imm shading coefficient requirements .0 9 Each wall type is limited to a percent glazing specified in rolumn(g)of the"Walls"portion of the form 10 This value was set to allow a double-glazed window with a 0.5 inch air space,low-e coating(e s 0.40) That window or any window with the same or better energy characteristics will meet the standard j1 The U-factor is a center o1 panel U-factor.The following doors are exempt from door and window U•faclor and shading coefficient requirements: 1)entrylexit doors with a leaf width of 4 feet or less and 2)overhead coil doors 12 See page 3-15 for a discussion of approved methods for installing slab-edge insulation for heated slabs-on-grade. (10/98) Forms& Worksheets 3-2 Form 5a _ _ N — __ Project Name: S .G Q ,,r,,, bpm, Page: 4 LIGHTING - GENERAL 1 . Interior Exceptions (Section 1316.1) J No Interior Lighting. The building plans do not call for new or altered interior lighting. Skip to Item 4, Exterior Building Lighting–General, below. Exceptions J Exception. The building or part of the building qualifies for an exception from code lighting Discussion of requirements. The applicable code exception is Section , Exception . Portions of the qualifying excep- building that qualify: tions on page 5-7. 2. Local Shut-off Controls (Section 1316.1.2.1,1) JM Complies. At least one local shut-off lighting control for every 2,000 square feet of lighted floor area and for all spaces enclosed by walls or ceiling height partitions. This control(s) is detailed in the building plans on drawing number_(-. Exceptions J Exception. The building or part of the building qualifies for an exception. The applicable code Discussion of exception is Section 1316.1.2 1,1, Exception . Portions of the building that qualify: _ qualifying excep- tions xcep tions on page 5-R 3. Office Controls (Section 1316.1.2.1,2) Not an Office Occupancy over 2,000 square feet. J Complies. All interior lighting systems are equipped with a separate automatic control to shut off the lighting and local override switching. These control(s) are detailed in the building plans on Exceptions drawing number _ Discussion of J Exception. The building or part of the building qualifies for an exception. The applicable code qualifying excep- exception is Section 1316.1.2.1,2, Exception . Portions of the building that qualify: tions on page 5.9 Definition 4. Exterior Building Lighting - General EXTF-RIOR J No Exterior Building Lighting. Skip the rest of this form. BUILDING LIGHTING is Complies. Complete items 5 and 6 below. lighting directed to illuminate the 6. Exterior Building Lighting Controls (Section 1316.1.2.2) exterior of the building and J Complies. The building plans require that all exterior building lighting is equipped with automatic adjacent walkways controls described in Sec. 1316.1.2.2. These controls are detailed in the building plans on and loading areas drawing number with or without canopies J Exception. The exterior building lighting is intended for 24-hour continuous use. 6. Exterior Building Lighting Power (Section 1316.2.2) Complies. The plans do not call for incandescent lamps greater than 10 Watts for use in exterior building lighting. J Exception. The building plans indicate luminaires with incandescent lamps greater than 10 Watts, but they are 5 percent or less of the total installed exterior lamps. n- F-- N r— J CIO Li! J (10/98) Forms 8 Worksheets 5-1 Form 5b Project Name: Page: t INTERIOR LIGHTING POWER - occu anc Method (a) (b) (c) (d) (e) (f) (g) Lighting Max Budget Power Lighting Power Floor Density Budget Group Occupancy Use Area (ft=) (W;ft') ((c-d) x e) + f Retail or If area is less than 2,000 ft', enter Merchandise area in (c), this row 0 3.4 0 (Group M only) If area is between 2,000 and 6,000 M ft2, enter area in (c), this row 2,000 2.5 6,800 If area exceeds 6,000 ft2, enter 6,000 1.7 16,800 area in (c), this row (a) (b) (c) (d) (e) (f) OtherOccupancyi Floor Max Power Lighl,ng Power Use Types Area Density Budget See page 5.11 for Group Occupancy Use Ceiling Height (ft2) (W/ftd x e ,nstructlons. under 15 ftdZ Z.O Q 15 ft or more under 15 ft 15 ft or more under 15 ft _1 15 ft or more under 15 ft 15 ft or more 1. Total Interior Lighting Power Budget (Watts). Add amounts in column (g) Building's 2 Total length of track lighting (ft) -v — Lighting — Power 3. Multiply line 2 by 37.5 Watts/ft Trlch Lighting -- a. Amperage of circuit breaker serving track lighting (amps) _ o — 5. Voltage of circuit breaker serving track lighting (volts) _ ^— • 6. Wattage of circuit breaker serving track lighting (multiply line 4 by line 5) 7. Track Lighting Power(enter smaller of line 3 or line 6) _ All Other Lighting 8. Total Interior Lighting Power from Worksheet 5b + Zvc a • 9. Total Control Credit from Worksheet 5c 10. Total Adjusted Lighting Power (Watts). Add lines 7 and 8, subtract line 9 �' Does design meet budget? (J mi, ,ice test 11 Enter "YES" if line 10 is less than line 1. Otherwise redesign. J ca r. C.7 It; J 5.2 Forms & Worksheets (10,98) Worksheet 5a Project Name:J .7. tZ. Page: Y LIGirHTING SCHEDULE Lum. ID is the (a) (b) (c) (d) (e) (f) identification number or letter used in your plans Lamp' Ballast' Luminaire or specifications ' Lum. Power Table Enter the number and type of lamps in ID Luminaire Description No. Description No. Description (Watts) 5b the luminaire.See Table 5b for typical A z 4- X4 0 T I z L 144. 510 / 9 Z X lamp codes. -Enter the number 13 ' X4.t Ttoi=FE Z E40117— h and type of ballasts in the luminaire. For fluorescent and high intensity discharge lamps, typical ballast abbreviations are. MAG STD for Magnetic Standard -MAG EE for Energy Efficient Magnetic -ELECT for -- Electronic See Tdble 5b for other ballast abbreviations. i— — t r, c, _J t 5-4 Forms & Worksheets (10/9e) •Worksheet 5b Project Name: S,i, Z. ac.�b Paae: 'J INTERIOR LIGHTING POWER 'Enter the quantity (a) (b) (C) (d) (e) (f) for every non- exempt luminaire. Luminaire Lighting Do not consider Room or Luminaire Quantity of Power Power trach lighting on this worksheet. Track Sleet No. Room or Plans Designation ID Luminaires (Watts) (d) x (e) lighting is ac- p counted for on 5- F� l2 5 3 /!p Z e t3 Form 5b. — 6�'2 St , 144-r. s g9Z a — — n_ Additional pages _ J may be necessary if building has more 1 Page Total. rooms than there Total the amounts in column (f). Add the sum of all pages'on Form 5b, line 8. Zoo are lines on this _ form. lto/se) Forms& Worksheets 5-5 f ENERGY NOTES 1. EACH FAN USED FOR MECHANICAL VENTILATION SHALL BE PROVIDED WITH A READILY ACCESSIBLE SHUT-OFF LOCATED NO MORE THAN 46" ABOVE FINISH FLOOR. 2. GAS FIRED ROOF UNITS SHALL HAVE A MIN. COMBUSTION EFFICIENCY RATING OF 75% AT MAX. CAPACITY AND 72%AT MIN.CAPACITY. 3. COOLING DUCTS IN WALLS AND ATTIC SPACES SHALL BE INSULATED W/R-5 INSULATION W/.5 PERM VAPOR BARRIER. 4. HEATING DUCTS IN WALLS AND ATTICS SHALL BE INSULATED W/R-5 INSULATION W/.5 PER VAPOR BARRIER. 5. HEATED SPACE SHALL HAVE A THERMOSTAT WITH A RANGE OF 55 DEGREES TO 85 DEGREES. IT SHALL BE ADJUSTABLE TO PROVIDE A TEMPERATURE RANGE OF 10 DEGREES BETWEEN FULL HEATING AND FULL COOLING. 6. HVAC SYSTEM SHALL BE EQUIPPED W/SETBACK & SHUT-OFF CONTROLS. EACH THERMOSTAT SHALL HAVE A DEAD BAND TO ALLOW FOR ZERO HEATING .AND COOLING. 7. LAVS SHALL BE EQUIPPED TO PREVENT A FLOW OF MORE THAN .5 GAL/MIN. AND BE EQUIPPED TO PREVENT AN OUTLET TEMPERATURE GREATER THAN 100 DEGREES. 8. WATER HEATER SHALL HAVE AUTOMATIC TEMP. CONTROLS CAPABLE OF ADJUSTMENTS FROM LOWEST TO HIGHEST ACCEPTABLE TEMP. SETTINGS FOR EACH INTENDED USE. 9. WATER HEATER SHALL HAVE A SWITCH TO TURN OFF THE ELECTRICITY TO THE WATER HEATER. 10. INFILTRATION RATE FOR WINDOWS TO BE 37 CFM PER FOOT OF SASH CRACK (ASTM E283). 11. INFILTRATION RATE FOR DOORS TO BE 11 CFM PER FOOT OF SASH CRACK (ASTM E283). 12. SEAL EXTERIOR JOINTS AROUND WINDOW AND DOOR FRAMES, BETWEEN WALL AND ROOF PENETRATIONS OR UTILITY SERVICE THROUGH WALLS, FLOORS,OR ROOFS AND ALL OTHER OPENINGS IN THE EXTERIOR ENVELOPE. r �. 13. PROVIDE A 1 PERM VAPOR BARRIER ON THE WARM SIDE OF ALL ROOF, WALL, AND N FLOOR INSULATION. J 14. GLAZING TO BE DOUBLE W/l/2" AIRSPACE W/LOW-E COATING OR ANY ASSEMBLY W A MAX. U=.54 OR LESS. J Construction Inspection&.Related Tests Carlson Testing, Inc. Geotechnical Consulttrug P.O. Box 238'4 Tigard, Oregon 97281 Febur"ar 21996 Phone (503) 684.3460 Y , FAX (503) 684-0954 CTI # 95-4577 J.T. Roth Construction, Inc. 12540 SW 68tH Pkwy, Ste. B Tigard, Oregon 97223 Attn: Tin) Roth FOUNDATION INVESTIGATION J.T. ROTH OFFICE BUILDINGS (LOTS 2 - 4) TIGARD, OREGON This report presents the results of our shallow foundation investigation for the proposed office buildings in Tigard. The purpose of our investigation is to characterize the near-surface soils and provide geotechnical evaluations and recommendations for the proposed building foundations. Our work was oerformed per your verbal authorization. BACKGROUND Previous Reports Foundation Investigation for the J.T. Roth Office Building Lot 1, Carlson Testing, Inc., December 5, 1995. Site Description The Lot 2 property (.55 acres) is located on the northwest corner of SW Gonzaga St. and SW 68th Ave. The site is thickly covered with small and large fir trees, brush, and berry bushes. Lot 3 (.55 acres) is located on the northeast corner of SW Gonzaga St. and SW 69th Ave. There is an existing abandoned house near the center of the site. We understand the house is planned for dernolit�on, l he propert V contains large amounts of garbage and debris. Lot 4 (.52 acres) is located on the southeast corner of SW Franklin St. and SW 69th Ave. The property is thickly covered with trees and brush. -f he above mentioned lots are relatively level and rectangular in shape. Proposed Construction N The plan indicates that the proposed construction on Lot 2 will consist of a one-story, wood- framed structure with a raised wood floor. The building is roughly rectangular in shape (53 x 85 feet). The construction also includes 100 feet of driveway and 22 parking spaces. -' We understand the proposed buildings on Lots 3 & 4 will be two story, wood-framed structures with a concrete slab-on-grade. Also included in the projects are several feet of driveway and numerous parking spaces. J CTI # 95-4577 J.T. Roth Office Buildings Page 2 Project Data Location - Lot 2; NW corner of SW Gonzaga St. and SW 68th Ave. - Lot 3; NE corner of SW Gonzaga St. and SW 69th Ave. - Lot 4; SE corner of SW Franklin St and SW 69th Ave. (Thomas Bros. Map 655, Grid Column H:Row 4, 1996 ed). Client - J.T. Roth Construction, Inc. - Address on title page. JprisdictionaL.Ayen City of i-igard, Oregon. GEOLOGIC CONDITIONS Review of the Lake Oswego geologic map from Earthquake Hazard Geology Maps of the Portland Metropolitan Area (USGS Open-File Report 0-90-2) indicates that the site is Immediately underlain by about 30 feet of fine-grained catastrophic flood deposits (Off) over Boring Lava (QTb). Geological and seismological evidence suggests that the northwest coast has a "locked subduction zone" which is capable of generating very large (M8 to M9 Richter Scale) earthquakes with long durations of shaking over a vast region. Local faulting and seismicity are not as well understood, but are also believed to be capable of strong shaking. In response, Oregon State regulators upgraded the entire Western Region to a UBC Seismic Zone 3. An inferred fault has been mapped approximately 2000 feet north of the property. No evidence is currently available to determine definitively whether this interred fault exists, and if so, whether it is still active. To our knowledge, the property is not in an area prone to inordinate seismic activity in the immediate vir'.,,ty. The adoption of Seismic Zone 3 as defined by the Uniform Building Code (UBC) b% (he State of Oregon for the region west of the Cascades should be adequate for earthquake-resistant design at the site. Based on our literature research, it is our opinion that the UBC soil profile type "S," description best matches the site, however, because no deep subsurface explorations were performed, we recommend using the site factor for S,. FIELD EXPLORATIONS A total of 4 hand augers to a maxinmin depth of 6 feet were augered on January 22nd, 1996 located just outside of any anticipated building foundations. A description of the field exploration procedures and the hand auger Ings are presented in 4, Appendix A. ThP test pit locations are shown on the Site Plan, attached as Figure 1. Laboratory testing procedures and test results are presented in Appendix B. J CTI # 95-4577 J.T. Roth Office Buildings Page 3 SOIL CONDITIONS Near-surface soil conditions observed in the hand augers at the site were very consistent with those found in our previous investigation. The surface of the building sites are currently overlain by approximately 18 to 24 inches of topsoil and roots. Occasional deeper mounds (approx. 4 feet) were observed at the sites. Beneath the topsoil t ► the maximum depth explored, the native soils consisted of a tan and brown silt with some clay and ranged in consistency from stiff to very stiff between 4 and 6 feet. No groundwater was observed in any of the hand augers. CONCLUSIONS AND RECOMMENDATIONS General It is our opinion that the proposed buildings are geotecImically feasible given the soi( conditions encountered in this investigation. It is also our opinion that the native soils beneath the proposed building pads are suitable for support of spread footings. Buildinq_Pad_Preparation/Slabs-On_Grade The upper 18 to 24 inches of the topsoil should he removed front within the building pad. The trees root systems and stumps should be excavated and backfilled with engineered fill. Occasional deeper topsoil removals should be anticipated. For winter construr.tion, engineered fill should consist of a clean granular fill (Y4"-0 or 1 )4"-0 crushed aggregate ►. The slabs should be underlain by a minimum of 6 inches of Y "-0 crushed aggregate base compacted to at least 95 percent of the standard Proctor (ASTM D698)maximum dry density. The huilding designers) should use their experience on deciding if a vapor barrier beneath the slab is necessary. No groundwater or other geotechnical reasons requiring extraordinary precautions against ground moisture were discovered at the site. Engineered_Fill If earthwork is to be performed during the wet weather season, then a wet weather construction plan should be discussed with the contractor and the Soil Engineer. All grading should he performed in accordance with Chapter 70 of the Uniform Building Code, with the exceptions and additions noted herein. �-� Imported material should he approved by the Soil Engineer prior to arrival on site. Engineered fill should he compacted in horizontal lifts not exceeding 8 inches using standard compaction ' equipment. A minimum of 90 percent of the maximum dry density obtained from the modified Proctor, AASH I'O T-180, or equivalent standard is recommended for engineered fill. Field density testing should conform to AST M D 2922_ and D 3017, or D 1556. All engineered fill should be observed and tested by the Soil Engineer's representative. Typically for a project CTI # 95-4577 J.T. Roth Office Buildings Page 4 of this type,'at least one density test is performed for foot of fill placed or every 200 yd' of earthwork performed, whichever is greater. The earthwork contractor_should be contractuall held responsible for prpject density test scliedulinq and fret ut_ ency. Foundations The proposed structure, of the type anticipated, can be founded on shallow spread footings bearing on the native soil. Spread footing construction and setback requirements should conform to the Uniform Building Code NBC). For uniform bearing conditions, the spread footings should bear at a depth of 24 inches below original grade and a minimum of 19 inches below finish grade. The minimum recommended widths for a `continuous wall footing and a square pad footing is 18 and 24 inches, respectively. We anticipate that the allowable bearing capacity can be taken as 2,000 Ib/ft' for footings bearing on '.he native soils, with a one-third increase for short duration loads such as wind and seismic. The coefficient of friction between on-site soil and poured-in-plare concrete may be taken as 0.40. The maximum anticipated total and differential footing movements (generally from settlement) are 1 isich and 14 inch over a span of 20 feet, respectively. Drainage Surface water drainage should be directed away the proposed structure. Roofdrain water should be carried to the closest possible catch basin in the parking lot. Perimeter footing drains should be used in areas adjacent the building that are not paved. The on-site soils are not conducive to in-ground ston n water disposal. a R N Y , 1- J �-r C7 (1) J CTI # 55-4577 J.T. Roth Office Buildings Page 5 GENERAL NOTES This report was prepared solely for the Owner and Engineer for the design of the project. We encourage its review by bidders and/or the Contractor as it relate s to factual data only (test t pits and laboratory data),. The opinions and recommendations con,wined within the report are not intended to be nor should they be construe) to represent a warranty of subsurface conditions but are forwarded to assist in tho planning and design process. Our reports pertain to the material tested/inspected only. Information contained herein is riot to be reproduced, except in full, without prior authorization from this office. We would be pleased to provide additional input, as necessary, during the design process and to provide on-site observation and testing during construction. Please feel free to contact us for this work as well as for any questions you might have regarding this report. Sincerely, CARLSON TESTING, INC. �"p iNEC �rsx 14743 OREGON ✓M 23. � f' B Brian D. Leach, E.1. James D. Imbria, P.E. Engineering Associate Geotechnical Engineer CTI # 95-4577 J.T. Roth Office Buildings Page 6 APPENDIX A FIELD INVESTIGATION A total of 4 hand augers to approximately 6 feet were excavated on January 22nd, 1996 at site locations shown on Figure 1. The angering was performed using a 3-inch diameter bucket-type auger attached to 1-inch diameter threaded rods and turned using a T-handle by hand. The hand augers were logged as to changes in soil type, moisture, relative strength, and ground water occurrence. Representative soil samples were taken from selected depths in the test pits and retained in airtight jars for moisture testing. Field testing consisted of pocket penetrometer jesting on the exposed walls of the hand augers. Logs of the test pits showing changes in soil type, groundwater seepage, sampling details, and results of field and laboratory testing of moisture testing are presented on Figures A-1 and A-4. At N 36 9 5500 35 10 a 34 +�- 4900 34 4- II 33 J4Ae, 33 00 12 4000 13 32 13 .t9AC. 14 Z 2 31 14 2 FFF$iii 30 30 15 O• - — 29 - * 29 _ 16 0 28 17 28 17 27 le * 27 le .Q T T T 4300I 4500 1 N 23 24 25 26 19 01 21 22 23 24 25 ?0 19 20121 22 1 to f FRANKLIN 8300 8200 8100-- - - .JtAr. .29AC. JAC. 5 6 7 8 1 2 3 4 5 6 7 B 1 1 2 3 4 I • 1 1 L L 36 <J 36 11-1700 _ 35 35 54AC. 34 v 11 33 12 / A . 12 .032 8100 2 �4ss: „' 13 2 31 I1 _CA f — 7600 F 30 Be00 �d .It AC �9- I6 1- '-ru- so 8900 A28 17 I 27 IB 9000 y 9001 J AC. u I o 23 24 25 26 3 19 ZO0 21 22 23 ■I! % 19 20 21 22 lre'Lre'1u'Lu' �' u'l..l.✓lu re' u'�n' w jr'y►r'LrrLrr_ � ' Is w aor+flllk.—� 'to. r _ n�o�oo 1 v.c�no SCE MAP- - — - 2S 1 1Au R d I`y 7 n J J Site Plan GP,OLSOlt, Carlson Tesllnil,111c 239 14 J.T.Roth -Lots 2 throe$h 4 P 1lpeO.eox d,Oaq�n regm, relzat 7Yjard,Oregon AM& 084.3480 r-Moa 0154 APPENDIX B LABORATORY TESTING Classification, Water Contents and Unit,Weights Soil conditions were evaluated, described, and classified in accordance with the classification format described in the Oregon Department of Transportation Soil and Rock Classification Manual (ODOT Highway Division, 1987), based on the Unified Soil Classification System. Natural moisture contents were taken in plastic baggies; all samples were tested in accordance with ASTM D 2216, The moisture contents are expressed as a percentage of free water lost by evaporation compared to the dry weight of soil. These are presented numerically on the hand agger logs. E3 1 CTI # 95-4577 J.T. Roth Office Buildings Page 5 APPENDIX A FIELD INVESTIGATION A total of 5 hand augers to approximately 6 feet were excavated on January 22nd, 1996 at site locations shown on Figure 1. The angering was performed using a 3-inch diameter bucket-type auger attached to 1-inch diarneter threaded rods and turned using a T-handle by hand. The hand augers were logged as to changes in soil type, moisture, relative strength, and ground water occurrence. Representative soil samples were taken from selected depths in the test pits and retained in airtight jars for moisture testing. Field testing consisted of pocket penetrometer testing on the exposed walls of the hand augers. Logs of the test pits showing changes In soil type, groundwater seepage, sampling details, and results of f ield and laboratory testing of moisture testing are presented on Figures A-1 and A-5. R J cc Cz LL) J -A-1- Hand Auger No. HA-1 Logged by: Brian Leach Date Excavated: 1-22-96 Location: See site plan Surface Elevation: ? n- .o a� >11, o °' 0 Material Description D _ SILT with some clay (ML); roots, dark brown, med. stiff, wet 1 - (24" Topsoil Layer) 2 -- -- — -- --- -------- ------------------ SILT with some clay (MI_); tan/light brown, stiff, moist 3 - 4 Transitions to very stiff. 5 (Native) Bottorr, of hand auger 0 6 It. 7 No groundwater encountered. 8 - 9 - 10- 11- 12- 13- 14- 15- 16- 17- Job 91Q1112- 13-14151617Job No. 95-4577 :=Og-of Hand Auger Hole T Figure: A- 1 PaLsoti v Carlson Testing, Inc. - P.O. Box 23814 - Tlgard, Oregon 97281 - 684-3460 - Fax 684-0954 Hand Auger No. HA- 2 Logged by: Brian Leach Bate Excavated: 1-22-96 Location: See site plan Surface Elevation: �. 2Material Description °' c CL x U a) O a) E cn W O O Q ❑ a W U SILT with some clay (ML); roots, dark brown, med. stiff, wet 1 (24" Topsoil Layer) 2 ------ --- ------------------ -- SILT with some clay (ML); tan/light brown, stiff, moist 3 Transitions to very stiff. 4 - 5 - - (Native) l3otlont of hand auger @ 6 ft. 7 No groundwater encountered. 8 9 10 11 12 13 14 15 16- 17 Job No. 95-4577 Log of Hand Auger Hole Figure: A-2 oPati carlson Testing, Inc. - P.O. Box 23814 - TIgard, Oregon 97281 - 684 3460 - Fax 684-0954 Hand Auger No. HA- 3 Logged by: Brian Leach Date Excavated: 1-22-96 Location: See site map Surface Elevation: ? 01 a� E a� c _ 0 W C o co Material Description �- �c G Q LL J C G L] 0 (LG (] U) U _ SILT with some clay (ML); roots, dark brown, med. stiff, wet 1 (18" Topsoil Layer) 2 - SILT with some clay (ML); brown, med. stiff, moist 3 - 4 - 5 - 6 456 Transitions to very stiff. (Native) 7 - - - -- - Bottom of hand auger @ 7 ft. 8 No groundwater encountered. 9 - 10- 11- 12- 131 - 10111213 14 15- J 16 J 17 Job No. 95-4577 Loy of Hand Auger Hole Figure: A- 3] CP=+ Carlson Testing, Inc. - P.O. Box 23814 - Tigard, Oregon 97281 - 684-3460 - Fax 684-0954 00 Hand Auger No. HA- 4 Logged by: Brian Leach Date Excavated: 1-22-96 Location:See site map Surface Elevation:? a� �- � p T C "' Material Description - ,� a C) ami o aa) W O o 06- 60 C) _Y SILT with some clay (ML); roots, dark brown, med. stiff, wet 1 (20" Topsoil Layer) 2 _ SILT with some clay (ML); brown, soft to med. stiff, moist to wet 3 Transitions to light brown, n-red.stiff. 4 - 5 - Transitions to stiff. 6 (Native) Bottom of hand auger ® approx. 6 ft. No groundwater encountered. 8 - 9 - 10- 11- 12- 13- 14- 15- 16- 17- Job 91011121314151617Job No. 95-4577 L�c� of Hand Auger Hole Figure: A- 4 -j GpA Spy Carlson Testing, Inc. - P.O. Box 23814 - I lgard, Oregon 97281 - 684-3460- Fax 684-0954 APPENDIX B LABORATORY TESTING Classification, Water Contents and Unit Weights Soil conditions were evaluated, described, and classified in accordance with the classification format described in the Oregon Department of Transportation Soil and Rock Classification Manual (ODOT Highway Division, 1987), based on the Unified Soil Classification System. Natural moisture contents were taken in plastic baggies; all samples were tested in accordance with ASTM D 2216. The moisture contents are expressed as a percentage of free water lost by evaporation compared to the dry weight of soil. These are presented numerically on the hand auger logs. r h J G7 C.7 J 13 1 ------------------------------------------------------------------------------- RECEIVED j1�le�no apa 16 1999 From: Tim Roth To: Bob Poskin CBO COMMUNIly DEVEIOPMENt J.T. Roth Construction, Inc. Company: City of Tigard 12600 S.W. 72""suite 200 Phone#: 639-4171 Tigard, Or. 97223 Fax#: 684-7297_ CCB #31700 503/639-2639 Date: April 1519 99 . 503/624-0239 fax RE: 12540 S.W. 69" BUP#99-0105 In response to the March 31, 1999 review notice(see copy enclosed) for the plan review of the above building permit. Accessibility: 1. Doors has been adjusted to provide an 18" clearance from wall to door knob. *see page 5 2. Plan have been modified to provide for wheelchair access under sink in kitchen *see page 5 - Structural J'. T6-s-s engineering is to be submitted for approval, not submitted with these revisions. 2. Footing sizes have been charged to Geo Tech specifications. *see page 6"footing schedule" *see attached engineering calculation revisions 3. Type V-N_building is allowed up to 8,000 s.f. (per table 5-13 of UBC) East wall his been revised to include a 1-hour firewall, all other exterior walls are in excess of the min. setback and do not require fire treatment. *see page 8, detail 3/8 4,--The roof design is noted as class-A roof(class-B w/cap sheet) * ote detail 1/8, 1/9, and page 10 (roof plan) ast wall is revised to show 1-hour rated wall/parapet, other walls/parapets exceed the min. setback requirements for 1-hour rating. *see page 8, detail 3/8 Mechanical: 1. Reflected ceiling plan is added to show mechanical layout. *see page 11 J Sincerely, Il: J J.T. Roth. Jr. J.T. Roth Construction. Inc. March 31, 1999 J.T. Roth CITY O� TIC�ARb 12600 SW 72nd Avenue#200 Tigard, OR 97223 OREGON RE: Employer Overload Building Plan Review 12540 SW 691h PC#: 3-72c BUP#: 99-0105 \�— Construction: V1-HR Area: 6024 Area Allowed: 14000 x 2 = 28,000 scl. ft Submittal documents for the above referenced project have been reviewed for conformance with the applicable 1998 Oregon Specialty Codes and other applicable codes and standards. The following comments are noted: ACCESSIBILITY s The door entering the kitchen, and the exit door adjacent to the supply room requires 18" of maneuvering clearance [OSSC, ADAAG 25a)). 2. The sink and counter in the kitchen shall be accessible. Provide details. STRUCTURAL 1. The floor joist system d^sign will be required prior to permit issuance L9�2. Fooling "F" is in contradictinn with the Geo Tech recommendation for minimum footing size, please explain. 3. A V1-1 IR building requires pioleclion on both sides. The brick veneer shown is not part of the beating capabilities, therefore, provide a 1-hour detail. 4. A 5-1 hour building requires a class"Q" roof. Provide details (OSSC, Table 15-A). 5. The parapets shall have a 1-hour rating Provide details. rMECHANICAL 1. You have submitted an application for mechanical review wilhGut plans, please provide 2 sets of drawings. Please submit three collies of revised submittal documents and a IeltEr Indicating your response to the above comments for review Please call me at (503) 639-4171 if you have any questions. Sincerely, I t 13beit Poskin, CDC) PLANS EXAMINER m 1prm9yeldocumenlWup99-01 o5\pc312c doe t (1 ,Ir Ilrli�!'.lt{1:�11'tt 13125 SW Hall Blvd., Tigard, OR 97223 (503)639-4171 1[)D (503) 684-2772 - 04/16/1999 09: 39 5032571892 PACIFIC BUILD CONST PAGE 01 41 tl �=� r l,� �-r, - c�"'c5' �1,i�� 1, 1.5 (t,��i - I2&Q `�s► `�•� ,V • i7 vee i _ I,�U '�jar Y Iced 4''°lG 1 • � 1. ��,�. �vu+� ��Y b,v �c,ucsti �;cU�: `u.��:�s7�� ` • ',;,. woo u sTc Cc• , 4332 }' URE �T-2+1 IV ROWELL ENrINNERING DF'Sl GN 1�► Z _.. _t`tat�„ 04/16/1999 09:39 50325/1892 PglCIFIC BUILD CUIJSf PAGE 02 no QE ,CM MA-AW S tom•c W4rl U A 9 X e W4 336 -pG88 �,Eu) Gk iL> 'rt-,USS R ASC 0101 I Ao Ila K '5�, Ar �C'�� «r� k� n®�t/� ( 11 '= i .�,)f`� 'gid, - fi .Y6.4F jT coo TO -66X36 f�'rct,a; 4 5 , 4 , i 1 1, t, r, 1 �c , CFi.•''� ', ' yu n ;,. ROWELI. ENGIN kRIN: DF;SIGN 1 04/16/1999 09: 39 5032571892 PACIFIC BUILD CONST PAGE 03 �� B E A M A N A L Y 5 I s ; f3FU�CBf; �A4oF a. sem•• __,z•�.•r..xa�rswr-.css.:-,sazmzr..r— PREPARED ioR: Payton F. Rowell , P.E. Portland, OR (503 ) 254-6292 t'. C1 i.ont: J.T. Roth Pro jwct: Empl Overload ; L;ocat�on. Dhte: 04.12-1999 Ca lcul,ati.on, By: PAYTON F. ROWEL.L, P.E. Cammont: Bm nt Entr EI}?;AM ANN LOAD DIAGRAM v A It:l Rz , Reaction P.l; - 11 , 314 . 0 lbs. Reaction R2 - 10 , 118 . 0 lbtl:« f s; Total load 21 , 432 . 0 Abs. DimAniiions: Char span 16.0 feet, no overhang. a point lolgds: Pl - 600 .0 lhG . at 4 . 0 f"ot . P Tri nngul tar. load* W 2 , 68,r.1 .0 lhs . at 16 . 0 feet to 0'.'o f04t;...` No uniform beam weight . Uniform loaaG: U1 1 , 1'34 . 0 lbs/l f at. 0. 0 foot: t^v 164 1Riot:. , Deflerit,ton limil: ( li.vf• load plus dead load) : 1/740. 1� BEAM TYPE. LAM 24 F G1rULAM COMPUTED gTRESS/STRAIN DESIGN VAL. PROPERTIEa stier.Ir (IIs) 11 , .314 .0 FV 218 . 5 Area (Sq. In. �0 78�► ; ; Moment. (1V t- bs ) 42 , 891 . 1 Fig 2 ,760.0 Seat..Mndul.un tol 196 ! Def lection lin) 0.80 E 1 .doE6 Mom. 1nertl.a i , b,74 x0487 i ,`' v 6'tl�tar:rr �,.th�s8. �a°�.. .,�,ob,�i«>•�,.rt�.i-0�0,. • 4kr Actual Maxioum Dpfl.ect..ion 0. '14 inches. t Maximum Def l.eation occurs at 8 .0 feet:. "- Maximum Moment occurs at 7 . 5 feet . J r P. Size Factor` 0- 974 DETERMININq; 1PAJToft W +� r c7 ; MIN.LMUM BEAM SIZE (W x H) : "). 125" by 15. 161 MT.NIMUM RFAM AkF.A (Sq . In . . ''' - F7 r � &U% A;. Lt14; lo; 1777 U:5 ='�' _riC.7� r .1r 1_ 04/16/1999 09:39 5032571892 PACIFIC BUILD CONST PAGE 04 ,. • Ifif !" • .�j M, / '�r...'. .�FhLi'�'•:r i ,lam-•��..� Li .. � ,`�•,• i.� � .: . . 5 �.' ' ♦,1, 1 i.• t��r�' ,�T�'1,'1,1 �� .r. ��'�o )t'.«i co , .. � � `I S' • • �► ,%. '-�,�-' t� ",�, '.o ��';�'. ,•�, ' .. ,. ; !' � 2$ ut��G o EJr"PTS ��!� ' ., •� '�0 ( �'� _ _103 MIN., -6T ll: Ffb,e?bKl2 y tip y a-0 ' VC's �.... 1 ' ( ''t• , I� 'F I I `. ,`: I , i � ;ham* ,.r r _-_v.. , ,all0 R� Ll d,�t� c3DNC ; i ', f ��'� CO►;T ti 1 �♦ i,rOf�W�, ' '!. 1 { I I ! ji' 1 r�R-74 (TIVX.1 Gr . � i� .,.�,� + Y' !►+Mur "�" .�; ,i _."�' � •�-��. ; ' oo or) 4-0 45 S.E. 102nd PORTLAND, OR. 97216 CIVIL — STf?UCTUI?AL ENGiNEEf?S PH: (503) 254-6292 FAX: (503) 254-6761 SR-LICtLIRAL CALCLILATJOlY 1997 UBC, 1998 OSSC 80 mph, Exp B, Seismic Zone 3 OFFICE BUILDING EMPLOYERS OVERLOAD 12540 S. W. 69th Tigard, Oregon 97223 Peter Wasch - Desiper J. T. Roth Constnlction 12600 S. W. 72nd Ave. Suite 200 Tigard, Oregon 97223 �PRpFF 4332 OFIE- �r 24 )N� `.,. rxCLUSION OF LIARILITIES I b15 - .RIMER ANI)RELEASE ~ BUYER HEREBY WAIVES,RELEASES AND RENOUNCES ALL WARRANTIES(EXPRESS OR IMPLIED),OBLIGATIONS,AND LIABILITIES OF ROWELL ENGINEERING R DESIGN,INC.AND ALL OTHER RIGHTS.CLAIMS AND REMEDIES AGAINST ROWELL m ENGINEERING&DESIGN,INC.(EXPRESS OR IMPLIED)WITH RESPECT TO ANY NONCONFORMITY,IMPROPER INSTALLATION, 0 WORKMANSHIP OR MATERIALS. w -� ((,PXCLUSIONOECONSEQUEMIAL AND OTHER b MAGES ROWELL ENGINEERING&DESIGN,INC.SHALL HAVE NO OBLIGATION OF LIABILITY,WHETHER ARISING IN CONTRACT (INCLUDING WARRANTY),TORT(INCLUDING ACTIVE,PASSIVE OR IMPUTED NEGLIGENCE)OR OTHERWISE,FOR LOSS OF IISE,REVENUE OR PROFIT,OR FOR ANY OTHER INCIDENTAL OR CONSFQIJENTIAL DAMAGES. Ill.THIS PRODUCT IS FOR A SINGLE USE ONLY AND IS NOT TO BE REUSED WITHOUT SPECIFIC AUTHORIZATION. R(�F SolSTS 2�c 12 v 2.M "/c �NIIA 16, l9J = 42" (2� - 84- VJ �A = 6 4-('�6� A b , 2688 b) r 101 tis al.fo�- 4 d e 4- 0A -om — (o-- ►--�_ �i ---7� 2- ROWELL ENGINEERING & DESIGN All Date Project— 9300 — Do-VA _ Sheet of B E A M A N A L Y S I S SHAKE ROOF PREPARED FOR: Payton F. Rowell , P.E. Portland, OR (503) 254-6292 Client: Roth Office Joist Project: Location: Date: 03-23-1999 Calculation By: PAYTON F. ROWELL, P.E. Comment: BEAM AND LOAD DIAGRAM R1 R2 Reaction R1 = 694 . 2 lbs. Reaction R2 = 845.8 lbs. Total load = 1 , 540 .0 lbs. Dimensions: Clear span = 16 .0 feet, no overhang. No point loads. Triangular load: W = 260.0 lbs. at 6 .0 feet to 16. 0 feet. No uniform beam weight. Uniform loads: U1 = 80 .0 lbs/lf. at 0 .0 feet to 1.6.0 feet. Deflection limit (live load plus dead load) : 1/240. BEAM TYPE WOOD 2 X 12 No. 2 JSTS. COMPUTED STRESS/STRAIN DESIGN VAL. PROPERTIES REQUIRED ACTUAL Shear ( lbs) 845.8 FV 109. 3 Area (Sq. In. ) 12 17 Moment (ft-lbs) 2 ,996.6 FB 1 , 1.55.8 Sect.Modulus 31 31.* Deflection (in) 0.80 E 1 . 60E6 Mom. Inertia 108 174 Actual Maximum Deflection = 0. 50 inches. Maximum Deflection occurs at 8 .0 feet. Maximum Moment occurs at 8 . 5 feet. MINIMUM BEAM SIZE (W x H) : 1 . 500" by 11 . 156" MINIMUM BEAM AREA (Sq. In. ) : 16. 73 sot (0 V a 45(0 L 7o �oU = 04-4- 1 15V Y -4-11.spa' z� 13� ►��' Z.4 3/Z 4.9 d, ?A Epi='. Y= �I "v M - 27,237 ROWELL ENGINEERING & .DESIGN ey Project__ �U � � rtRd Sheet_ Of_ B E A M A N A L Y S I S SHAKE ROOF PREPARED FOR: Payton F. Rowell , P.E. II`` Portland, OR (503) 254-6292 Client: J.T. Roth 8300 II II Project: Tigard II Location: Entry -aam (I II Date: 03-09-199S, II II Calculation By: PAYTON F. ROWELL, P.E. II Comment: II II jjBEAM AND LOAD DIAGRAM R1 R2 Reaction R1 = 1.1 ,024 .0 lbs. Reaction R2 = 10, 128 .0 lbs. Total load = 21 ,152.0 lbs. Dimensions: Clear span = 16 .0 feet, no overhang. No point loads. Triangular load: W = 2,688.0 lbs. at 16.0 feet to 0.0 feet. Uniform beam weight= 20 lbs/if (= 320 lbs. total. ) . Uniform loads: U1 = 1 ,134 0 lbs/lf at 0.0 feet to 16.0 feet . Deflection limit (live load Mus dead load) : 1/240. BEAM TYPE LAM 24 F GLULAM COMPUTED S'T'RESS/STRAIN DESIGN VAL. PROPERTIES REQUIRED ACTUAL Shear (lbs ) 11 , 023 .0 FV 218 . 5 Area (Sq. In. ) 76 76 Moment ( ft-lbs) 42 , 307. 5 FB 2, 760.0 Sect-Modulus 1.88 188* Deflection ( in) 0. 80 E 1 .80E6 Mom. Iner-ia 1 , 352 1 , 397 o. n � � Actual Maximum Deflection = O. 77 inches. Maximum Deflection occurs at 8.0 feet. Maximum Moment. occurs at 8 .0 feet. o; Size Factor = 0 . 577 DETERMINING FACTOR MINIMUM BEAM SIZE (W x H) : 5. 125" by 14 . 845" MINIMUM BEAM AREA (Sq. In. ) : 76.08 C B E A M A N A L Y S I S SHAKE ROOF �I II PREPARED FOR: Payton F. Rowell , P.E. ! Portland, OR (503) 254-6292 I II Client: J.T. Roth 8300 II II Project: Tigard i Location: Entry Hdr II II Date: 03-09-1999 II II Calculation By: PAYTON F. ROWELL, P.E. II II Comment: II II BEAM AND LOAD DIAGRAM II II P1 1 1 I I R1 R2 Reaction R1 = 7,965. 3 lbs. Reaction R2 = 6 , 277 . 8 lbs. Total load = 14, 243 .0 lbs. Dimensions: Clear span = 9.0 feet, no overhang. Point. loads: P1 = 9 ,968. 0 lbs. at 4. 5 feet. No triangular loads. Uniform beam weight= 100 lbs/lf (= 900 lbs. total ) . Uniform loads: Ul = 750.0 lbs/lf at 0.0 feet to 4 . 5 feet. Deflection limit (live load plus dead load ) : 1/240. BEAM TYPE LAM 24 F GLULAM COMPUTED STRESS/STRAIN DESIGN VAL. PROPER'T'IES REQUIRED ACTUAL Shear ( lbs) 7,965. 3 FV 218 . 5 Area (Sq. In. ) 55 60 Moment (ft-lbs) 27, 237. 4 FB 2,760.0 Sect.Modulus 118 118* Deflection (in) 0. 45 E 1 .8OE6 Mom. Inertia 403 697 �y v; Actual Maximum Deflection = 0 . 26 inches. Maximum Deflection occurs at 4 . 5 feet. Maximum Moment occurs at 4 . 5 feet. MINIMUM BEAM SIZE (W x H) : 5. 125" by 11 .775" J MINIMUM BEAM AREA (Sq. In. ) : 60 . 34 N�R�eIyAUlT 0 ooF )by- Uj _ ZZOylF (moo \:,= &Ao V = S32o 1�o w Lr TS) ~'•, Cf4.P�� J ' '5(0c) a - 138.4 11?1A- R OF Z J X L5 I G LVI C _ 3 1419 .A = 1� IVs J ROWELL ENGINEERING & DESIGN BY Gare Mg gi__ Project s -- c'-VJO -TlGPP Sheer _�� "1------ B0�`C' �x g �. '�� T L_ L�rtT�.l. TU 5'�U x 1 g�lz G►-B gr �- -700 i Aro E lZ RodVis V,,KtCK w- 2,s(�7 = 11 �L.F -71 t Vz yy = SU psi (p x� G Mow (2 03 Ar" � z Gd 1✓ �2� s 42151 m w ROWELL ENGINEERING & DESIGN By Lore 4izzI -L Project- t`U \0 8300 Sheet_ —OJ__ RooF = 3?%(0 33(� \,u P& a' (4 4- -j20 1A = 5`t Go Ck _x vcrta V = 2l cao rte = \Z goy s6o' /600 - ��fil D rj 'ZS 4 (X1, ZA ob ",16) - 4x 6 x K r- = 14- x g h ra' ROWELL ENGINEERING & DESIGN BY Cute pr( ecl _ Sheet__7____ c col�1.l _ 14(1 �S '7. c Z wu U P,, 3�a,zS 4 z Yc t6 �C, 9zokl = los8 147 �,� �► ` '. 5 t { r J 1 ��J �3,z�� c D0 L 0W 2x X11 uw V40 �'• fl��r�w • �12S J -J ROR ELL ENGINEERING & DESIGN BY Date Project__ �. _ _ _Sheet _ --Of- ��OREss P��AP�T �Oc�►��C'nv�l 4,20" I V,, `12 Flu,-sc�F,v y ,,- S0l6n 14- �_ ��— �ena u�►� ,u �wuoeT -&4 (0 4-x'Et lk 8. L46, ' 280ii 1.Qr II LAG JJ 'ZIlb Ew'b 975'/LA& A-70 r 1S S E M STR 3b "�t�-a _ t 2" 1'/z'' �c (8� 10 d ��4�x�x ,(o z l'Zp3� w J ROWELL ENGINEERING& DESIGN By_ Date Project 92500 Sheet _Of— gP-Ac* A9) To a��-r.►��►tit,- ►F !��'c�tV \AI' . oP�a , ---2 x4 i KA u N Lr �Fz '73 �V,�U1 1, V,, ROWELL ENGINEERING & DESIGN B► _ e Date Sheet_LV�_o% x f I v oL S jo J Jj- I,j •l.n y f d 11) t ,n 'a On, L W21 ' 32D P� 141 Al vi -(b=Xk IA �!�,li � -tC,�.. � - -,� ,, w- 42•q - Sg'�F ��I v�all .. k 0. 14 c .� •� . t. _.� it ' ' <,t '' (CK•'� � .�' w_ 70\ _ Li Por •� �rl-'CTS�>,�•�(�'�• :,,,,y.,,.•✓ 2 SHEARWALL SCHEDULE MARK Sill'AR WALT. GAIN. EDGE FIELD 5/8X 10 REMARKS X PLY COVER BOX NAILS NAILS Ali NAIL. O.C. O.C. U C S 260 1/2"P/W 8d 6" 12" 58" Standard Shearwall-all exterior walls unless noted othertiisc. A 300 1/2"GWB 3d 4" 4" 60" Mark AI is GWD one side only- 150 p1f. Both sides GWB All panel edges arc blocked. 13 310 1/2"P/W 10d 6" 12" 48" C 460 1/2"P/W itld 4" 12" 32" 1) 600 1/2"P/W 10d 3" 9" 14" 4X (a)panel joints&staggered nailing, 1. 770 t,2"P/W 10d 2" 6" 18" 4X (& 1nel joints&staggered nailing. F 920 ,r["P/W 10d 4" 12" 16" 4X /a;panel joints&staggered nailing. Both sides 1. All.,iearwall plywood to be APA rated sheathing;all edges blocked;joints meet over C/L of common member. 2. Walls that are not fastened directly to the foundation shall be-nailed into double joist or double blocking with 20d gale. Box (d)4"o c 3. Floor&roof diaphragms to be minimum 1/2"APA rated sheathing with 8d nails @ 6"O.C.edges, 12"O.C. field. 4. Interior shearwalls extend to floor aboe•e or roof sheathing;nail to roof sheathing with 8d @ 4"o.c. 5. Fasten joist and blockutg to all interior shearwalls with Simpson L50 @ 48"o.c. for types STD,A,B. Reduce spacing to 24" for t}ws C&I); 16" for types I:&F; 12"for type G. Fasten rafters or trusses to exterior shearwalls with Simpson H 10. 6. All wall sheathing shall extend full height of wall framing,top plate to bottom plate. 7. Anchor bolts require Simpson BP5/8 plate washer between nut and sill plate. HOLDOWN SCHEDULE MARK LOAD SIMI'SON FASTENERS REMARKS X LBS MODEL N (t No holdown is required. I ?135 MST48 16-16d each end HTT22 @ foundation below U.N.O. 3 5800 MST72 28-16d each end 1{D8A @ foundation below U.N.U. 5 ;,985 1IPA11T)22 10-16d Corner installation wifli run oist 6 4i6i IrTT22 32-16d Sinkers Requires SSTB24 A.B. &2•2X studs 7 S,IOU 1fIXpA (20/8"A307 bolts Requires SS"6328 A H8 7.460 IIng A 2-7/8"A107 bolls Requires SSTB28 A.B i I. Nails are common wire nails U.N.O. Hardware is Simpson product U.N.O. 2. 1loldown anchor bolts can be emended%%ith coupler nut and A307 all-thread rod. 3. All holdowns require 4X post u n o;one holdown is required at ea h end of a shearw•all panel. :-: 4. Minimum concrete strength=25(X)psi Eight inch wide foundation wall is required at holdowns. CC 5. All Simpson products to be installed per manufacturer's invtructions. See current Simpson Catalog N 6. Holdowit A 13 are in addition to[lie 5/8"x 10"A.B. required in the Shearwall Schedule. 7. Foundation Reinforcing: M4 T&B in stc7n wall,244 cont. In fr.ating• H4 dowels @ 24"o.c. it not monolithic ixwr. f— ,1 Revised Novemher 13, 1998 ROWELL F.NGINFF:RING AND DESIGN `� SEISMIC DEAD LOAD Fxrt was � _ wi �cK 7� +-8e 4- k84- 0+ 3�O = ':�.� LF CS��S �� ) x AT�,� 1,�r�,. t;t-�.'s�►s: .� r ek C.-70 K R0 �'J �7•� .150 `NL L I''� ., I MEN 0 No M M LATERAL CALCULATIONS PG. PROJECT: 8300 'EMR L. Oil ep.L.Avw DATE: HOLDOWNS a V= 3 .5 ( 718 > = 2`I Z LBS D.L.- " (8� Iz/3 _ Z7 J 7 12 - N TOTAL i3 S — ►v R R = �7�Z \2 X757 I� i5� 7 .5� I.BS V= ('Yo LBs �9 640^�u ¢x D.L.= VJf�11� H �� b' 1[ a �� 76 vi TOTAL = \ _ G R R - �c�� LI2� - �00�1 �L' ��' LBS 4 V= 4 35? ) = I ` LBS- ---� D.L.= a M TOTAL = 14 = R R = 14oa(,�2� _2�a�, , oZc LBS 1 a V_ LBS D.L.= N N J TOTAL a # AN,R x �� 1202 1- z�d�� ZI = g�s4 LB9 �- 40wA I (v \vvo T r ` , I 1I --� ----- --�:. __ {ate\L {'�.)�k� l.ta•� , '• �� 1, i,, 4J �AA \ VOL Ib �� TOW `5vocv- `,flCE N40L M"Sr (6o -IL) ';,? cl+uv-�. -16, -►od a�►u' Q J, - t 4. ..fl+ r r r r i�y r1'J 2`7 46 Cwt.>�u sjR�,S Cr �53,a SCp pks BuK� - A� �� cabao siKE':�, 1 ks 4 _ 53 ��s��. b t.� MA S r l c0 D X co J •-r N C9 w ROH ELL ENGINEERING& DESIGN Rv Date Project � Sheer_��of oW -z0 �SF 7 K 7 [Z F ? ' ; 5103' � _ i ►5.��t � I I 16'X12 couZ L}2',a42x (Z r ? 4 3(ox3bx 12 _ 134 PL-F - I I L 000f,� 3r— 94 ? - 1 �► t,o> / , g �! S'. �':� 400"/,- �vn� 1�}ZO � i C�1 x ►2 COuT FTIs ,- -- -- t + � � � 3D�x j I 3O,r12` Com F'I� ( I i �, �0t Fp I(oXt� i I Z 4 q (.0 1 (4z) lj-Z _. Or �- 1 �� I n� ELECTRICAL PERMIT CITY O IF T i G A R D ' DEVELOPMENT SERVICES DATE ISSUED: 5/7/99 1999 00274 41 13125 SW Hall Blvd.. Tigard, OR 97223 (503) 639-4171 PARCEL: 2S101 AA-08300 SITE ADDRESS: 12540 SW 69TH AVE SUBDIVISION: WEST PORTLAND HEIGHTS ZONING: MUE BLOCK: LOT : 029 JURISDICTION: TIG Proiect Description: Install a 200 AMP service. RESIDENTIAL UNIT TEMP SRVC/FEEDERS MISCELLANEOUS 1000 SF OR LESS: 0 - 200 amp: PUMP/IRRIGATION: EACH ADD'L 500SF: 201 - 400 amp: SIGN/OUT LINE LTG: LIMITED ENERGY: 401 - 600 amp: SIGNAL/PANEL: MANF HM/ SVC, FDR: 601+amps - 1000 volts: MINOR LABEL (10): SERVICE/FEEDER _BRANCH CIRCUITS ADD'L INSPECTIONS 0 200 amp: 1 W/SERVICE OR FEEDER: PER INSPECTION: 201 - 400 amp: 1st W/O SRVC OR FOR: PER HOUR: 401 - 600 amp: EA ADD'L BRNCH CIRC: IN PLANT: 601 - 1000 amp: PLAN REVIEW SECTION 1000+ amp/volt: >=4 RES UNITS: > 600 VOLT NOMINAL: Reconnect only: SVC/FDR >= 225 AMPS: CLASS AREA/SPEC OCC: Owner: Contractor: J T. ROTH, JR H + R ELECTRIC INC 12600 SW 72ND 20415 SW CELEBRITY CT SUITE 200 ALOI-lA, OR 97007 I IORIGINAL GARD, OR 97223 Phone: Phone: Reg #: §6�b-41&37S LIC 000700 ELE 34-292C _FEES Required Inspections Type By Date Amount Receipt Ceiling Cover PRMT GEO 517/99 $50.00 99-315172 Wall Cover Underground Cover 5PCT GEO 5/7/99 $2.50 99-315172 Elect'l Service -- — Elect'I Final Total $52.50 This Permit is issued subject to the regulations contained in the Tigard Municipal Code,State of OR. Specialty Codes and all other applicable laws. All work will be done in accordance with approved plans This permit will expire if work is not started within 180 days of issuance,or d work is suspended for more than 180 days ATTENTION Oregon law requires you to follow rules adopted by the Oregon Utility Notification Center. Those rules are set forth in OAR 952-001-0010 through OAR 952-001-0080 You may obtain copies of these rules or direct questions to OUNC at(503) 246-1987 Permit Signature: Issued By: OWNER INSTALLATION ONLY JThe installation is being made on property I own which is not intended for sale, lease, or rent. OWNER'S SIGNATURE: DATE: CONTRACTOR INSTALLATION ONLY SIGNATURE OF SUPR. ELEC'N: 7�' �� DATE: 7 l LICENSE NO: ' 17i� Call 639-4175 by 7:00pm for an inspection the next business day EITY OF TIGARD Electrical Permit :application Plan Cteck# 13125 SW HALL BLVD. Recd By Date Recd TIGARD OR 97223 Date to P.�. Phone(503)639-4171, x304 Date to DST Inspection (503)639-4175 Print Or Type Permit# Fax (503) 598-1960 Incomplete or illegible will not be accepted Called_ 1. ..fob Address: � 4. Complete Fee Schedule Below: Name of Development Number of Inspections per permit allowed Name(or name of business)_. r Service included: Items Cost Sum �, ,./ / Address 1�1/ 7 4a. Residential-per unit 1000 sq,ft or toss $110.00 _ 4 City/State/Zip 'rL44 i/4 Each additional 500 sq.ft.or portion thereof $25.00 1 Commercial El/ Residential ❑ Limited Energy $25.00 Each Manufd Hume or Modular Dwelling Service or Feeder $68.00 2 2a. Contractor installation only: (Attach copy of all current licenses) Ins Services or Feeders Electrical Contractor K Installation,alteration,or relocation 200 amps or less $60.00 __ Address ," 201 amps to 400 amps $80.00 City State Zip ` 401 amps to 600 amps $120.00 2 Phone No. t .l 601 amps to 1000 amps $18000 2 Job No. Over 1000 amps or volts _ $340.00 2 Reconnect only $50.00 Elec. Cont. Lice. No. �� ` -c _Exp.Date OR State CCB Reg. No. z- Exp,Date / 4c.Temporary Services or Feeders COT Business Tax or Metro No. Exp.Da a Installation,alteration,or relocation Fr. 200 amps or less $50.00 2 r/ Q 201 amps to 400 amps $75.00 2 Signature of Supr. Elec'n_ / /A.n ,''LL (cl✓ly 401 amps to 600 amps $100.00 2 Over 600 amps to 1000 volts, License No. ', ` Exp.Date G' _ see°b°above. Phone No. l _ C 4d.Branch Circuits New,alteration or extension per panel 2b. For owner installations: a)The fee for branch circuits with purchase of service or leader fee. Print Owner's Name Each branch circuit $5.00 _ 7 Address _ b)The fee for branch circuits City State _ Zip without rurchase or Phone No. service or feeder fee. First branch circuit $35.00 Each additional branch circuit_ $5.00 The installation is being made on property I own which is not intended for sale, lease or rent. 4e.Miscellaneous (Servlp or feeder not included) Owner's Signature__- Each pump or irrigation circle $40.00 2 Each sign or outline lighting $40.00 3. flan Review section (if required):" Please check appropriate Item and enter fee In section 5B. 4f.Each additional Inspection over rL 4 or more residential units in one structure the allowable in any of the above n Service and feeder 225 amps or more Per Inspection $35.00 System over 600 volts nominal Per hour $55.00 _ Classified area or structure containing special occupancy In Plant $55.00 J as described in N.E.0 Chapter 5 � 5. Fees: "Submit 2 sets of plans with application where any of the above apply. So.Enter total of above fees $ Not required for temporary constn ictlon services. 5%Surcharge(05 X total fees) $ Subtotal $ ---- - - NOTICE Sb.Enter 25%of line So for Plan Review if required(Sec.3) $ PERMITS BECOME VOID IF WORK OR CONSTRUCTION AUTHORIZED IS Subtotal $ NOT COMMENCED WITHIN 180 DAYS,OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY El Trust Account# TIME AFTER WORK IS COMMENCED. Total balance Due ! >t I:\DST\EI,EC98.D0C REV 4/q8 CITY �� A�� ELECTRICAL PERMIT PERMIT#: ELC1999-00393 DEVELOPMENT SERVICES DATE ISSUED: 6/30/99 13125 SW Hall Blvd., Tigard, OR 97223 (503) 639-4171 PARCEL: 2S101AA-08302 SITE ADDRESS: 12540 SW 69TH AVE SUBDIVISION: WEST PORTLAND HEIGHTS ZONING: MUE BLOCK: LOT : 029 JURISDICTION: TIG Proiect Description: Installation of a 200 AMP service/feeder and twenty-one (21) branch circuits for a TI. _ _RESIDENTIAL UNIT _ TEMP SRVC/FEEDERS MISCELLANEOUS 1000 SF OR LESS: 0 200 amp: PUMP/IRRIGATION: EACH ADD'L 500SF: 201 400 amp: SIGN/OUT LINE LTG: LIMITED ENERGY: 401 600 amp: SIGNAL/PANEL: MANE HMI SVC/ FDR: 601+amps - 1000 volts: MINOR LABEL. (10): SERVICE/FEEDER BRANCH CIRCUITS ADD'L INSPECTIONS 0 - 200 amp: 1 W/SERVICE OR FEEDER: 21 PER INSPECTION: 201 - 400 amp: 1st W/O SRVC OR FDR: PER HOUR: 401 • 600 amp: EA ADD'L BRNCH CIRC: IN PLANT: 601 - 1000 amp: PLAN REVIEW SECTION 1000+amp/volt: >=4 RES UNITS: > 600 VOLT NOMINAL: Reconnect onl SVC/FDR >=225 AMPS: _ CLASS AREA/SPEC OCC.- Owner: Contractor: J T. ROTH, JR RIFE ELECTRICAL CONTRACTORS 12600 SW 72ND 1901 NE 134TH PL SUITE 200 PORTLAND, OR 97230 TIGARD. OR 97223 Phone: Phone: 972-8243 Reg#: LIC 72343 SUP 3714s ELE 26-767c FEES Required Inspections Type By Date Amount Receipt Wall Cover ' PRMT GEO 6/30199 $176.60 99/316525 Elect'I Service 5PCT GEO 6/30/99 $8.83 99/316525 Elect'I Final Total v$185.43 ORIGINAL This Permit is issued subject to the regulations contained in the Tigard Municipal Code,State of OR Specialty Codes and all other applicable laws. All work will be done in accordance with approved plans. This permit will expire if work is not started within 180 days of issuance,or if work is suspended for more than 180 days ATTENTION Oregon law requires you to follow rules adopted by the Oregon Utility Notification Center Those rules are set forth in OAR 952-001-0010 through OAR 952-001-0080. You may obtain copies of these rules ordirect questions to OUNC at(503) �= 246-1987 — � a r-- "' Permit Signature, �-. /� Issued By: OWNER INSTALLATION ONLY The installation is being made on property I own which is not intended for sale, lease, or rent. LD `'; OWNER'S SIGNATURE: _ DATE: CONTRACTOR INSTALLATION ONLY SIGNATURE OF SUPR. ELEC'N: C' �� r:Y�r'�1\ _ DATE: G 3� LICENSE NO --- Call 639-4175 by 7:00pm for an inspection the next lousiness day CITY OF TIGARD Electrical Permit Application Plan Check# 13125 SW HALL BLVD. Recd By -- Date Recd TIGARD OR 97223 Date to P.E. _ Phone (5031639-4171, x304 Date to DST Print or Type as Inspection 1503) 639-4175 Incomplete or illegible will not be accepted Permit# /194-_3393 Fax (503) 684-7297 Called 1. Job Address: 4. Complete Fee Schedule Below: Name of Development _ ,I Number of inspections per permit allowed -- Name (or n2 me of business) gEC j/L�l [�� CSV LCA401 Service included: Items Cost Sum Address-,4�,5 7/ 7ij �++ ! Gr 4a. Residential-per unit � /� "7 1000 s fl.or less _ $11000 ,,. City/State./Zip_ /T/r Aj /hh J C. AJc �L1 � Each additional 500 sq.ft.or Commercial Residential ❑ Limited thereof $2.5.00 t mited Energy $25.00 Each Manuf'd Home or Modular Dwelling Service or Feeder $68.00 2 2a. Contractor installation only: (Attach copy of ail c rre, licenses) _ _�/1 1/r Ins Services or Feeders Electrical Contractor /-� �� -- Installation,alteration,or relocation C/ / ✓ -, 200 amps or less $8600 2 Address1-&., d�c / ��/ L 201 amps to 400 amps $80.00 2 City_,e'er- �State Zip 1 �� 401 amps to 600 amps $120.00 Phone No. .J 9? 601 amps to 1000 amps $180.00 _ 2 Over 1000 amps or volts $340.00 2 Job No. Elec. Cont. Lice. No. Exp.Date .%r i Reconnect only $50.00 2 OR State CCB Reg. No. 1 3,4 3_Exp.Date �"! 4c.Temporary Services or Feeders COT Business Tax or Metro No. Exp.Date _ Installation,alteration,or relocation 200 amps or less $50.00 1 201 amps to 400 amps $75.00 Signature of Supr. Elec'n_ 401 amps to 600 amps $100.00 . ? Over 600 amps to 1000 volts, _) License No. 'zl _ Exp.Date I,,f--�-,� see"b.'above. Phone - -�= 4d.Branch Circuits New,alteration or extension per panel 2b. For owner installations: a)The fee for branch circuits with purchase of service or Print Owner's Name feeder tee. Address Each branch circuit "! $5.00 '� -` 2 - - b)The fee for branch circuits City State----,_ Zip_ without purchase of Phone NO. � service or feeder fee. First branch circuit $35.00 The installation is being made on property I own which is not Each additional branch circuit_ $5.00 intended for sale,lease or rent. 4e.Miscellaneous (Service or feeder not Included) Owner's Signature_ Each pump or irrigation circle $40.00 Each sign or outline lighting $40.00 _ 3. Plan Review section (if required):* Signal circuit(s)or a limited energy- panel,alteration or extension $40.00 2 Minor Labels(10) -_ $100.00 Please check appropriate item and enter fee in Section 5B. a 4 or more residential units in one structure 4f.Each additional Inspection over R Service and feeder 225 amps or more the allowable in any of the above ►- System over 600 volts nominal Per inspection $35.00 N Classified area or structure containing special occupancy Per hour $55.00 '- as described in N.E.C.Chapter 5 in Plant $55.00 H .". 'Submit 2 sets of plans with application where any of the above apply. 5. Fees: m Not required for temporary construction services. 5a.Enter total of above fees $ L iLO 5%Surcharge(.05 X total fees) $ J NOTICE Subtotal $ r? 5b.Enter 25%of line Be for PERMITS BECOME VOID IF WORK OR CONSTRUCTION AUTHORIZED IS Plan Review If reguired(Sec.3) $ NOT COMMENCED WITHIN 180 DAYS,OR IF CONSTRUCTION OR WORK Subtotal IS SUSPENDED OR ABANDONED FOR A PERIOD OF 160 DAYS AT ANY TIME AFTER WORK IS COMMENCED. ❑ Trust Account M $ Total balance Due I- I IKTS EI rofi Ar'n Rm 1,V9 i PERMIT- CITYOFTIGARD RESTRICTED ENERGY [DEVELOPMENT SERVICES PERMIT#: ELR1999-00167 13125 SW Hall Bled.,Tiqard, OR 97223 (503) 639-4171 DATE ISSUED: 6/30/99 SITE ADDRESS: 12540 SW 69TH AVE PARCEL: 2S101AA-08302 SUBDIVISION: WEST PORTLAND HEIGHTS ZONING: MUE BLOCK: LOT: 029 JURISDICTION: TIG Proiect Description: Data Telecommunication installation, for a TI. A.RESIDENTIAL B.COMMERCIAL. AUDIO & STEREO: AUDIO & STEREO: INTERCOM & PAGING: BURGLAR ALARM: BOILER: LANDSCAPE/IRRIGAT: GARAGE OPENER: CLOCK: MEDICAL: HVAC: DATA/TELE COMM: X NURSE CALLS: VACUUM SYSTEM: FIRE ALARM: OUTDOOR LANDSC LITE: OTHER: HVAC: PROTECTIVE SIGNAL: INSTRUMENTATION: OTHER: TOTAL #OF SYSTEMS: Owner: _ Contractor: J T. ROTH, JR RIFE ELECTRICAL CONTRACTORS 12600 SW 72ND 1901 NE 134TH PL SUITE 200 PORTLAND, OR 97230 TIGARD, OR 97223 Phone: Phone: 972-8243 Reg#: LIC 72343 SUP 3714s ELE 26-767c FEES Required Inspections Type By Date Amount Receipt Low Voltage Inspection PRMT GEO 6!30/99 $60.00 9913'16525 Elect'I Final 5PCT GEO 6/30/99 $3.00 99/316525 Total $63.00 ORIGINAL This Permit is issued subject to the regulations contained in the Tigard Municipal Code, State of OR Specialty Codes and all other applicable laws. All work will be done in accordance with approved plans. This permit will expire if work is not started within 180 days of issuance, or if work is suspended for more than 180 days. ATT ENTION: Oregon law requires you to follow rules adopted by the Oregon Utility Notification Center. Those rules are set forth in OAR 952-001-0010 through OA 952-001-0080. You may obtain copies of these rules or direct questions to OUNC at (503) 246-1987. L" c Issued bye . '�- Permittee Signature ; Lr, C -- OWNER INSTALLATION ONLY c,a 'The installation is being made on property I own which is not intended for sale. lease, or rent. OWNER'S SIGNATURE: DATE: J CONTRACTOR INSTALLATION ONLY SIGNATURE OF SUPR. ELEC'N ! _ _» DATE: �! `� � e LICENSE NO: Call 639-4175 by 7:00 P.M. for an inspection needed the next business day CITY OF-TIGARD RESTRICTED ENERGY ELECTRICAL APPLICATION Recd by: 13125 SW HALL BLVD Date Recd: TIGARD OR 97223 PRINT OR TYPE V-503-6394171 X304 Permit#: 0 t2 If fel-C011(07`- F -503-598-1960 INCOMPLETE OR ILLEGIBLE APPLICATIONS Cust.Call'd: WILL NOT BE ACCEPTED Name of Development Project TYPE OF WORK INVOLVED -RESIDENTIAL ONLY _ ' Restricted Ener Fee....... E�1 f�t }�F�C' C�l,lc� LC �D Energy ................................. 366.00 (FOR ALL SYSTEMS) JOB Street Address Ste# ADDRESS ,) 5^y� Yi Ij 0 O�E Check Type of Work Involved: City/State Phone# E] Audio and Stereo Systems Name'/ r� ❑ Burglar Alarm '�7_ El Garage Door Opener' OWNER Mailing Address City/State Zip Phone# ❑ Heating,Ventilation and Air Conditioning System' Name1, ❑ Vacuum Systems' ./ e// l-Z C 7-. ❑ Other CONTRACTOR Mailing Address /N,;;- I '?y r11 TYPE OF WORK INVOLVED-COMMERCIAL ONLY (Prior to issuance a City/St a Zip Phone# Fee for each system.............................................. $60.00 copy of all licenses %/-D ` i( e j ?-11� (SEE OAR 918-260-260) are required if Oren Contr.Brd Lic.# Exp.Do expired in C.O.T. — ' C_ /r, /717 Check Type of Work Involved: data base). Electrical Contr.Lic.# Exp.D to C / tr ❑ Audio and Stereo Systems C-0 T.or Metro Lic.# Exp.Oate ❑ Boiler Controls Owner's Name ❑ Clock Systems OWNER - Mailing Address APPLICANT Data Telecommunication Installation City/State Zip Phone# ❑ Fire Alarm Installation This permit is Issued under OAE 918-320-370.This applicant agrees to make only restricted energy installations(100 volt amps or less)under this ❑ HVAC permit and to do the following: ❑ Instrumentation 1. Only use electrical licensed persons to do installations where required. Certain residential and other transactions are exempt from licensing. ❑ Intercom and Paging Systems These havt asterisks(') All others need licensing, ❑2 Call for inspections when installation under this permit are ready for Landscape Irrigation Control' inspection at 503-6394175; ❑ Medical 3. Purchase separate permits for all Installations that are not ready for an ❑ Nurse Calls inspection when the inspector is out to inspect under this permit, 4 Assume responsibility for assuring that all corrections required by the ❑ Outdoor Landscape Lighting' a inspector are done,and, ❑ Protective Signaling CC 5 Assume responsibility for calling for a final inspection when all of the V) corrections are completed. ❑ Other t-- Permits are non-transferable and non-refundable and expire If work Is not started within 180 days of Issuance or If work is suspended for 180 days. Number of Systems m The person signing for this permit must be the applicant or a person No licenses are required Licenses are required for all other Installations LD ILLI authorized to bind the applicant. J - /) � FEES: Shp ature ENTER FEES t 5%SURCHARGE(.05 X TOTAL ABOVE) _ Authority if other than Applicant TOTAL It I WstslformsVissele doc 3/98 CITY OF TIGARD BUILDING INSPECTION DIVISION MST 24-Hour Inspection Line: 639-4175 Business Line: 639-4171 - BUP ;'_Date Requested__ �/J AM PM BLD Location_ /`' L-) LL) Cmc t l` Suite MEC _ Contact Person _ ) /Shit Ph D�--O L/ ' PLM Contractor_ �` 1 . L� ��.,/C Ph SWR BUILDING Tenant/Owner ELC Retaining Wall ELR Footing Access: Foundation I FPS Ftg Drain / Crawl Drain Inspection Notes: SGN Slab Post& Beam SIT _ Ext Sheath/Shear Int Sheath/Shear �— Framing __ Insulation `- Drywall Nailing Firewall �--- --if�-_-- --- Fire Sprinkler Fire Alarm Susp'd Ceiling Roof Misc: ------ Final ----Final --- PASS PART FAIL PLUMBING Post& Beam - - Under Slab r r �- Top Out - _- Water Service Sanitary Sewer Rain Drains 1 Final -- PASS PART FAIL MECHANICAL Post&Beam - ----- Rough In Gas Line - Smoke Dampers Final - PASS PART FAIL IC fir*-y--- � v- Service Rough In r Low Voltag N - - -- Y f- �-PASS PART FAIL J 3 cc Backfill/Grading Sanitary Sewer LLJ -+ Storm Drain [ ]Reinspection fee of$ i equired before next inspection. Pay at City Hall, 13125 SW Hall Blvd Catch Basin i ll f Please call reinspection RE: Fire Supply Line [ ] p r [ ]Unable to inspect-no access ADA Approach/Sidewalk Date ate Inspector Ext Final PASS PART FAIL 00 NOT REMOVE this inspection record from the job site. i CITY OF TIGARD BUILDING INSPECTION DIVISION MST 24-Hour Inspection Line: 639-4175 Business Line: 639-4171 � BLIP Date Requested �' �AM _PM _ BLD C Location y D l� l Suite MEC Contact Person �� ,��r�'!/�_ Ph S I " �g�5 PLM Contractor Ph SWR BUILDING Tenant/owner ELC Retaining Wall v ELR Footing Access: Foundation FPS Ftg Drain SIGN Crawl Drain Inspection Notes: Slab SIT Post& Beam Ext Sheath/Shear Int Sheath/Shear Framing -- ----- Insulation Drywall Nailing Firewall Fire Sprinkler -_-__..--___ --_-- Fire Alarm Susp'd Ceiling -- Roof Misc: - - -- - — Final _ PASS_PART FAIL - -- PLUMBING Post& Beam --- - - --- -- - Under Slab Top Out Water Service _ Sanitary Sewer Rain Drains Final PASS PART FAIL MECHANICAL Post& Beam - - - Rough In Gas Line - — - - — - ---- Smoke Dampers Final - ----- _ -_-- --- — ----- PASS PART FAIL ELECTRICAL Service Rough In a UG/Slab - AL ---------- --------- R Low Voltage r Fire Alarm - -- -- --- - �- S .FART F-Alt. - .. _---- JSlim Backfill/Grading - - CD Sanitary Sewer LL) Storm Drain f I R"Inspection if-f,of$ _ required before next Inspection. Pay at City Hall, 13125 SW Hall Blvd Catch Basin I I Please c.,n for reinsperlirai pf- I ]Unable to inspect-no access Fire Supply Line ADA j ApproachlSldewalk Date -`� j�'-� Inspector Ext Other Final PASS PART FAIL DO NOT REMOVE this inspection record from the job site.