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7330 SW LANDMARK LANE-2 a_ r � X: o jz �Ga'�t1ZF c11�3z-4e�tfx�� 511 z W Q 4 N ��jj / Job Ali ; ..,,_1 ``� t✓ 7 r,��r K�� L r T i gay: ......._.,._�...�.......wx> .� 7� �> (A L) Z U t~, =,� `` n u ► f--criF act Lel� F--- i 4 ' C) TIE INTO EXISTING WAREHOUSE GAS 3/4'0GAS PIPINGF !RINCs APPROX. THRID WALL EXISTING OFFICE NEW OFFICE ���,♦ CIAO ' '♦ GAb I % O _ _ I ' � 1 0DULE GAS PACK TYPE . CARRIER 31/1 TON -�j---- U WITH - STANDARD STAT 4 O.S.A. WOOD MODEL , 4895-042-0606 VOLTAGE : 208Y/23Ov/3 PHASE RETURN AIR IGD'♦ 141 14'1 14'♦ 1Q'♦ Im'♦ M�C.A. : 22.9 GRILLE 15ELOW I �^ CF.M. : 1400 • 9 E.SP. -� DROP - --- ---�-.- I 1p'♦ ��� N4EAL'1-.GAP.Ar.= INICUT 60 -�-`�� � ourwT • 4e,�m0 WEIGHT �'a �• FIELD 42 CUT WYE i � � 1 � ( i!'rtW✓ C i.� Cl jj4`S 1� � ���•(iJs G rA f�',+'•f P it,-+•1? 10 ♦ 10 42 - !41 n 1p4' Z cy- ---- - �y� 325 GFM 3 G_R` 22r1 �-- 10�� 10' i � 1®' ♦ G Z Q I L1.. Z �l a Od LJ OJ 0g LL. Z Y t W�� OFF I C� AD D f T I ON FLOOR �'1o�AN SCALE 11-¢' V) >:O < Lf a t`'rnl�o Y U Ch S 1 / '/EXISTINGQ (n i� TWAREHOUSE00-00* z _ w irk' \"�\\x r EXISTING OFFICE NEW OFFICE ry ��yy f a_ AFlE A OF WORK I..L N cr0c_, rr, =� _e,17 SHEET NO. NO SCALE ---- M +� 7330 biN Landmark lane 1 of 4 OF JOB NO. 7.13 9 If this notice appears clearer (11.111 the document, the document is of marginal glrality. MAY 1 9 1997 �lili�ililili ilili►ilil►li i ililili�ilili i ilili(ijlI1j1 ijljljlj �Iljl 1 11rl!j11 AD d INCH ME 111 CHINA ( I I I I Illlllllluinn�nllllnlluil(unllnillnllun(nn (11((1111 (;'1111111 ilii(nihill�Illlllllll(IIIIIIiIllllll IIIIlIIII 11lIIIIIIIIIIIIIIII IIIIIIII'IIIIIIIIIIIIIII(Illlltlll!►Illhllllllll IIII �� Inn 11111(11( 111111111 niilnuhnilnnlnulnli mihill�nnlnn�iinlnii�nnliln� �f ~a . a I x aw,Nl�a nr.TY a-uJ Fr- p�I�t►rlt� D� �rlrc _ ON Fly 11151`11i�A s Z ji �� - �xI�TIiI� ��I►I► - BL/P Ill- ° '...- IF 1: 1eII��(i�i 1l� _._, �- � � _ `'t� ,( ..............i _ WhU,/phrzrll'IoN Fxf�, I SECOND hl U;,J1)A1. � ti N� 1 �S:•� �I✓ LrJinJ✓l,�- LnI ♦� 21 M f�P�ID`,/�`'y I - f''It���I 1�L (��'r, rix �_, �AR�✓ 1 YP, _ -MIN, upr+l^L• � d 16-� 'I to A. A/A/ A. A+` 1 alto 11 I � �N 1 1� I .�. ._�.._��.._....._. .��.�_..._...,.�..__....._............,......_.�_...•........._...._._.� w. _._.....�....._.�..�..,.....�__.....�......,�..__.........�...._.._..__...___.� ..� �. ... 311 GI.fCA12 � ' 31 GAS^YZ I 1 1 r Is o711*6 •Y.�j '��I �,L',%J �i r•� r ) � (I .� ' ...,._.._�. PROJECT: T•v, 1` I C h��T 1 N (91 �5 Ir 17, r s R. N� DETAIL REFERENCE: T- ' `� UA TF: 1' '�'14- 1 4 �''f.C. A Pand Construction(50 s 20- 8 SK- ...-........._._ I 1 �► A K f w hone: S03 620-2080 - I I ` .1 I ► V .,,. 455 J i I ~ •t. E c 12 nim I 12 n u n _,_._., �• + ( 1 �� a, ,^, E0 305 —�_1 (-30b N n 00 M Ile E M6co C E C4 Go * W1wit:.pate WmI11,,cslcuJ V1,Ih hal un 11,ln,lil Nine j t 1 I r� 1 I E + S � 11 min I OE CL EAHANCE LEG CLEARANCE 286— Fig. 134.17.4 1 7 rnul g• 1 \ FIXTURE DEPTH Water Cloaet 4�o t .._ Front View NIIII'.: I)d.I,i�IllUilll,ll�,lli.�lllllill+lul6ll�li,u,gl�Cullilgl,ui.11uu,lil ,l�lun'ilkluali I I y , 1 Fig.t34.'1U.3.1 `Uf�`3 f� i1✓4� '* 54 min i C�7�ISfj•vs Leg Clearances F� 12 max 306 42 ruin to56�_ 36 max 9_15- ' b 7-9 TOR L I PAPE[i Ibu•Y1G� ��.—, a LIKAILN:,LIiANA 1d Ir- �' /✓ r} �-, CW rQ /-�l /✓;;� UD 430 :;f;::t•{:,,,y, ,.;}r::r.: s 1 F :� A L K •: r------ - - -i v) AM 1in .. ......._......__....•.. t CLEAR ::i � _._....._. .._..._. .___.-.-. ......_,.,. ... _ _. ..• ,. I FLOOR v 1 t of 9 1 SPACE 19 max Fig. 84.17.3 Waley Closet f r 485 Skis View " 48 min 1220 _ ,d N h .M A ry � ,� V�"• Fig. B4,20.3.2 _ Clear Floor Space at Lavatories and Sinks l vleaa.t�n PLr�r+a►+ -.-� - - 6yMa� - 6EH t7ETAu. Q J.A-M EXiRIJDf'D CONCRlETE /` NOTE � PAPKIN I ( I nune'H rrJ�eT t+x cum OR Pt�CA3T /�` DR`PTH6 6"O11A e�oile fc�D C,ONCR lit TE ."� y I r � �._- 1'HGH C1JfTE LTTERa \I �•( .� ? ✓� if'.' ./Y t �1?� •�i L„� 'f'. rt.' ..p�• .� �.../ "� �...,7 `',.A �' ,CP Tiaj.AM AM WAU00 I -- ,k' <' SITE PLAN etr�a MOOC u_ Y / 6WV A oar,e+oe r r TO =, AW Bora emt r�T,T1 A � � �J � s, - -- t!Ne'ir•. I{►(ITE eTrai�- - N � ►. J' , (' TO n Pte a. PANTED Lu1HDrc� - 61 bta0l "CAL -— wall F-1"MO "M IVAN Aoet e(1• � / <-!, C 400 Al OPAct"&4>k .T= - - , >to• - 1131 tal- ,1 ,L? ��, �If J'X J•Y'v�'G.thv,47_T6!!t< "T(CAP TOP Q� •�•- Q rK q•D,6t tc*Cl ew ^/ ' 1�.I`. 6 WM4 f2) _ r�-O"At V wrrt� .4CE6J ALT 6T!1r06T-s x A M. -' `" ,. r is .-�,. ,.- :tw•: - . tt TY �G4�:•-��ANDi� �411'�P,4RK11�•�s S' 7330 SW Landmark Lane 2o14 It' vi:s notice ap,wars cicarer Ihun the docll►nent, the document k of nlarpinal (plaiitv'. MAY 1 91997 I�III (1 1jljljl i� jl! Ijl(ijl �lli I�f�l� lll�l�llljl� l(I �III�I�I�I � l� ljlllI� I � illl �l �l I Ijljijll ' jIjI I Ill ll1lll1ijl I I1I1II! II1I � I�I I I� I� III� I� I��ii � l � l � lll� l� lj INCH ' MADE III CHINAL_ ' 1 cm 2 1 1 19 14 15 11 li 1 Ill�l����l��lill��ilillilll�il!ilill��ll!iii!IIIIIuIIIIIilliltllllllllllllnlllllll!Inllnll!Inillllllunlnu!nnInIIInIIIiIIIIIIIIInnlnllln�lllll�lnlilnillnlljuuillil!nlil'Inlln IIIIIIIniIiIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIiIIIIIIIIIIIIIIIIIIIIIIIIIIIII!tIIIIIIIIItllllljlll3lll{i moll w Ln 1 t. L7 L, v, w cn c_►_- cn LAI cx - GFS N f—W oc: 3 �0", 7�r crrF--- Q � zx rz i z w iw Z y' �o az z -► �ca US az_� a rwY ul v CWS zF- a Z Ln Z z z ` o n t_5 N c w QI 0 I 40# GA8 PIPE ON ROOF 1 GAS PIPE BACK TO I:�..iTING 2 Ib. METER ''OTAL IJJN 130' f —— -- --- - - --- _ - - NO C2 - 1/4i� G j \ 1 3' MM. C. - I l0"♦ lo"# 121141, _._. 144 IV"# 10"♦ ii5"0 CS 10"♦ 10"♦ "# "# f,�"♦ G IO"# I _ XD— loft LA- Q EXISTING OFFICE NEW OFFICEO Lei Z .Y. .C�OFFICE__AU U I T I ON FLOOR FLAN = N Q SCALE 1/a" 1'-0" U �� Z Waw .0 o � z o moa z Pu •,� ca r 00 GAS PACK TYPE : CARRIER 31/2 TON c.) 1.._� MODEL - 46615042-056-3 0 VOLTAGE : 206V/230v/I PHASE M.C.A. 30.0 C.F.M. : 1400 8 E.8P. • HEATI1 A—CA-FACTTY U ' INPUT . 961000 OUTPUT 15000 o WEIGHT 485 Ibs. EY 18TING WAREHOUSE wLn it ExIBrING NEw _ AREA OF wvRlc N c�, lOFFICE j OFFICE OcD w Ut�' r, I E t'-IAf= SHEET w, N.T.B. V1 1 7330 SW Landmark Lane �i Q F � 304 JOB t 110. 21 3�a If this notice appears clearer than the MAY 1 9 �9�7 document, the documenl it of marginal gcrality. i 111111 Jill i 111111111111 I IIIIIIII111111 111111111111► I I(f1±11111111 11111HII11111 111111III11111 ( 11111111111j( I 111(111I11111(I 111111 1111111 1111111 111111 INCH ' MADE IN CHINA !! II�11111111111111��11111lIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII�llllllIIIllllllllllllillllllllllllllillllllllllll!IIIIIIIhlllllllll!III1111lllllllllll I II I 1 24X 11 a IIn111ulllnlf 11111111 nllllllllnllllnllnlllllllllnll�llllllnlnllllullllnllllllinllllulnll►nnIlI111►Inlnllllr� GENERAL NOTES: Regardless of , occupant load, there ;slhall,be a-.floor _ or laiidiilq' ;Qa aohl sidehof ;e► ,door.14*Vhan#access .Nfor!v ersoizs With.,disebil'ities;�is r�B iced , p qu by;Chapter',,31� :Ithe :': t it 13 U____2F 24X 1. MANUFACTURED DOORS AND WINDOWS ARE CERTIFIED ACCORDING TU ,OSTM E 283 FOR floor or landing shall not be more,thank 1/2 -inch lower', �1-� than thq threshold of the' doo�way. '"Landings shall have 0.37 CFM PE' SOOT OF WINDOW SASH CRACK AND 1 1 CFM PER FOOT OF DOOR CRACK. a width riot leas than the .width of the door and a length gt - --� - !+D2A measure# in direction of travel of not lees than 44 and Construction Services Inc. 2. ON THE WARM SIDE (WINTER) OF THE INSULATION FOR THE WALLS, ROOF AND FLOOR, INSTALL A ?�� �4' � A s�. inches (section 3304(i) ( j ) ) + VAPOR BARRIER WITH A PERM RATIN4 OF ONE OR LESS. SEE SECTION 5303(f). 9025 S.W. Center '--= a Street P.O. Box 23784 Tigard, aegon 9_7223 - S _ - —-- --- -_ . - - _._,_.._ � EIDE l3/lL��,l6'GL� Jc',t�tot�- EA :•�a1 ,. I Nl,� . A PAX e• (503) 620 2086 �� ,_ •• •, "- ___��___—�--�- - -- FAX: (5 3) 684 36,36 _ -------- - - -- -- - y - - _---- 0 ' �- f'IZe w,r✓� �, wF�-��..� 5�.�,P��E 2...5r G�C Lo sc-�•►��1r'�L � '� - .z---.,-t--- _.- _ '�, - _._�. �, `�"'� �.T.__-=:- --�___.�.._`—=�__ w .---- ,' -- ---- -._...------__._- `, r'o Rear 1ihtR1~-..�O�J y.� �/��4v'... _..! I ' -� • �K-.,T�j �,) '1� I L...... / I� ��..X _�y��•Q_'t I �....,..,i. I � � ; c..7� i L C,,. ,�.er G� M} �e.•t � �) -- _. � / _ G�� �- r � :r �✓ ;•,. I , r v,1•^� _ � , , 5 L_A w � �i S ,%-r P r ._._. �/� C.G • r, ... I I ' �Ih�d. HoR ti� "'S H 1 A �rt ;� �L��c.klN!� �G .A!? tl rr, - • . E p I ++ I l ! " - _ _ _.._ _ . _ !',�d �" a,c.• Ni �y tv A j 7l I J�!!Y �C': ,,, � �. - r/ r. r - ? !.i�. f,ri ' +"i ►�,1 ` `:I 1 !� ,� I � .+ l y- •;j'1 .. ;, .. C 1 r .J 1 � ,nl �2 � S A ! � � '�R - '� .? • �'G/ �„ ` �_/- �.. �!h� GpoTINU -- '"'' Cov 3• /1b / -t: - , y 5-j +� 4A. A I r 1 1,4 �,�r.. "`�I t� I J n i 1►•�S v c. D 2� _ �Dbc i 4 o ,� Ht TIG. C? sNo ".. ,�/ 5,►r pso p Roec,rr...____.� Ir Q I ' ✓1 • ✓ p I ti's./E /* Fl-A" ✓e Pn EAp _ � Z�<<� .+.._ • - --�•�---- ► , I 11 ' _—'1 .__•__•_.• * , 1 ! � ?� � 1 r tco -0 _jIONS- Zr ti's e--� b ►4`t' -i y� s,�•cs tr' Ib o.G• �..--, Its ! ��} t� i 14 r' 1 NOP Hop �,�4 y..; /.L �„ :',:►%..MH4;�� /JA ,I, -_ _____- _I i . r a r .� ,r ✓ ... e �.. �. VI �/., I,.G.�" �. ,r•Y"lr: - „ •• ti� VIK �nLI _ � I e ^ �.• l0 l� .. _. _4 '� �ih- _ . - ✓ 711 ,"'(� .t �' G. ,� ''t� 'L`�+' iv Ass �y r of D �rr.; ,IT ,o.kJ`", rsz �i"f Ic;%",! �U�t. � � � ? j �~ � f,� •Fr (1 ^ F,�� /`�� � I ( � I \ i �* �► i /� - IA Alp. 4-9w-� � C, I I • _ •-1---.._1 j.1 1. '1/� r P �V�. r r, ___....._..___._..__,__._...... .-__t— ♦...-._ ✓ r} {.,.C �+.rs- 'K +�4�I'V J `- r _ A'lz 4 'D t, -�,.� _..._-_ _ � 4o T.V.T. DIE CASTING /4t L. r #Z 12 O�� , e ._ . r, I N�Ul-ATI�fJ - 13.30 S.W. LANDMARK _ANE S , ,., . E � _. _ .. ExTE►�r� 71C�ARH, OREGON r .. rr.J,1 r o o-I-,�+c,� �0 2 24" t 9/1 Foy '.�♦ NA,�6 i.. _ :'r . ' r ' \� �.� n,. 4 N I for !� �,4 w� CE LQN`, CLIENT: "✓` -.>5 DI -1 r r CLARENCE NI O "4 �,. % 51 a 1 q I LI �� ? ,2�� ,2 , '. � ., __.- , -: - x x3_711:, � U r'- ___._. Sa �,oMMv•.I ��'�� z s . ? I 4,.= TR 1�Reo ' I Date: 9-13--93 �, . G/1 ,'J� Scale: AS 'SHOWN v - ` `' � 's 61 � ?� � w GC7bif.ULM ' , '_r'C�I 2OD�, / , fir !t+l �_� J A,�.... _ , r-, r1' , I.v t7(, _.._ '` - -- - u _- "� . .._� � V Drawn by: ..�•��•----.._ �'/2u �;..(�? `.� c..lt�• l� ("• - •�; - -_.._._._.._..._.__.__.._. .._.-_ _.._..__ ..__.__. i •. .' iii� � � b / 1 2 Checked _•x N/�I�- Eta. fs�G+! , - ! ,� P� � ....-.�_.----.,�-�--- Job No.. � "227 + \ ('heck(' ♦ M�y Q nn r, �. ! rr Drawm No.: 22,17TITL r. I 'b &-A f-i E �a——== --- ♦ Ih p'. -+E n - -•-r r I � i \� w I da "I � r, G-� L •. :s _ -� i - '�-�--- •. � '�' --- 14 dl -/4 x � o=-7 3-t ,• t 0 0 4tlc REB/ r1 �'+S+ ;MPtio�J /�?�, �. �� 1 `�le'��, , : It �-( Z 'S M '' r �_.-•� I. 1 ,�•�r�11.M• / �I•�..�rr,• _.. _ _ { v � _.. a ' � / '.�� � !��I I(�/� ', l�r, � l " 'Y � I� r �'.w+�•-�•-�• .w.r. __,...� _ I 11.6, E . If - . I 'Oro I _ - - G "---}1-- - - • • - ��1/ " �L.V 1.�M _ ���A k _A 1'O C1 d. t7)— L ''" F �' 41t .. ' r•:T. 1- = oVICI` �2 F- 05- /SEW !I I ''�� ..__._..__-___.____._.____�.�� _- ---�-- __ L S r Q•1'�Is r1 � ,,_ �� N p��,.v F 12f- 3 vENT• r(/J �- 'C" Cz. I N hJ 1 '7HEE? /�, 7330 SW Landmark Lane ' '�� -I � � 4o14 If this notice appears clearer 111;111 MAY 9199 document, the tlocunlent is of marginal quality. 1:�I �I �I � I �IjI� I ►� I�I � i� � �l � i I� I�I�I�I�I�I�I I� I(I�I�I���I�I�I I� I�I� IjI�I� I I I� f�I�i� ll1�1 � I�I� I'l� I �I�I I IIII!II�►�I�I � I �I �I �I � I�i �l I I� I�I� I �I �I� I(I � I�I�I�I�I�I�I I� I � I� I I�I�I� � W jINCH MADE IN CHINA Itll�lllllllll�lllllllll�lllllllll�lllllllll�lllllilll�lllllllll�IIII IIli�lllll►III�!111111_7l�llllllill�lllllllllilllllllll�IIIIIlill�lllllllll�lilllllll�lllllllll�lllllllll�lllllllll�lllihlli�llll IIII�IIII IIII�IIIIIIIII�IIIIIIIII�IIIIIIIII�IIIIIIII',Illllllll�lllllllll�lllllllll�lllllllll�llllllf I '�� w•a Ir. �..,�w,>;A.i/NWGt-17r1�"WItA7%K�W�'�MM��` �,'�`� � T � ��,r. {�� '�,, ;�; �a�ttl atliry •� ,:�`'ir �+t '�t� i k�i�ar $�`�`�?¢�� x r�'�'�+!} ,°, k ,�r ' r J'� I ` r M 4 '711 lArecc r j • • • • • ' � t i • CITY OF T.GARD B — - Inspection Line:639 0o o Ci Footing Rain Drain f INAL: ■ Foundation Water Line (17 1 `3' ( � Y lumb. Post/Beam Mech. Shear/Shea 4lech. PIbg.Und/Flr/Stab Plbg.Top C =1ect. Post/Beam Struct. Mech. Rouy.. ,.. ..,r. .,.,. San. Sewer Gas Line AppriSdwlk Reins. Other: Date: —4— ZZ— 74 A.M. P.M. —_ Entry: — s Address: I Tenant: St©: MST: RUP: Con/Own: _ MEC: PLM: FLC: THE FOLLOWING CORRECTIONS ARE REQUIRED: {tfh 0%. --- -- ,A: - A1 i Le 0 /' _— 5 -- fItV Com(-,fD74CV' —_ Inspector Dc, OVE --DISAPPRCVED/CALL.FOR REINSP. CF CG C i f� 4 a r I MMS, I. ,� i 1iA T" k la 4k yiF I k ��tJ lr i,q fi d Ir Id w 7 �wsv0` >♦ r CITY OF TIGARD BUILDING INSPECTION NOTICE Inspection Line: 639-4175 Business Phone: 639-4171 Footing Rain Drain Cover/Service FINAL: ; Foundation Water Line Ceiling -Plumb. Post/Beam Mech. Shear/Sheath Framing ech. { ` Plbg.Und/Fir/Slab Plbg, Top Out Insulation -El)ct. Post/Beam Struct. Mech. Rough-in Gyp. Bd. San. Sewer Gas Line Appr/Sdwlk Reins. Other: Date: �'7�— `1' �= A.M. _—P.M. Entry:_ Address: y -d_ elc- s '114- Tenant: 11 -Tenant:_ 1!��i. _ . _ _ Ste:_..... - MST: t -- — BDP: Con/Own:—` MEC: FLM: — ti ELC: THE FOLLOWING CORRECTIONS ARE REQUIRED: +017. S,f Ty-60 3 C 9� a 0 yL") _ L,/O/4 , m Inspector: _ Date: Z 4 OVE DISAPPROVED/CALL FOR REINSP. CF C I PP JI'A,ra� m�.•: "A'k.4�f,�p� IIS� ���� �'�I"1.,�+ I 1 a + ;• I jSy�j FK.,�}i.�!�� ��- I r 4'4� i!+�.RYtlNptbr,.. rvW'MkOw +{AI'Y„6t}''9RPh. ...4.w.�a n „«a ,,.r4ce ria.. ....t.•.4......W ,. CITY OF TIGARD CERTIFICATE OF COMMUNITY DEVELOPMENT DEPARTMENT OCCUPANCY 13125 8W Hall Blvd.Tigard,Orogon 07223.8100 (503)830-4171 PERMIT ii. . . . . . . : SUP94•-0030 � DATE I SGUFD i 06/26/06 PARCEL: 2S 1 12 AD--0e.100 SITE ADDRESS. . . : 0.7330 2W LANDMARK I_N � SUEDIVI:lI014. . . . a ZONINGi I H BLOCK. . . . . . . . . . Y LOT. . . . . . . . . . . . . . CLASS OF WORK. :ADD TYPE OF OSE. . . t COM TYPE OF CrONSTR:5N OCCUPANCY GRP. :b2 . OCCUPANCY LOAD: 10 I TENANT NAME. . . :DIE CANTING ' Rema)•ksl Die Castro offic's? addition MT. H001J CHEMICAL CORP. 4444 S-4 YEON AVENUE PORTLAND OR 97210 Phone , "-:?:�f�5 Contrac h:ar o __..�..__.___._,___ _._..___.__._._.•___ ... ._.... CLARENCIF NICOLI CONLIT, INC. SW C;i P,,DI_.E RUAD OR 971 ,E Phone #o 6901-6080 I Reg M. . a 5,1742 This Certificate Wrent.s ocCUparlc:y of the above referencf building ar poi^tion ( thereof and coriririn<i that the building has been inspected For compliance with Y the E;; ate+ o1' Or-yon Specialty Codes for the group, oc. 1Jp2nc'y', Arrd 1ASC UndOt- which the rsfer•ernc:iltd pt*r WAS iss'.1ed. BIJILDTIVCs INS F1_TClR SUILDINC34F�I . t'C)�it IN CC]NC'P I CC10Ur PLACE .V I, I, ' # .; INSPECTION NOTICE LCity of Tigard Building Department: 13125 SR Ball Blvd. Tigard, Oregon 97283 Inspoccion L'...a (Rec-O-Phone)s 635-4175 Business Phone: 639-4171 I Inspection: _ _ Pootina Plbg. Underulab 1 Mech. Rough-in Appr/Sdwlk Found. Plbg. Top Out Gas _ine FINAL- Post/Ream Struct. San. Sewer Framing -Bldg. Post/Beam Mech. Rain Drain Insulation -Plumb. Plbg. Underfloor Water Line Gyp. Bd. -Mech. Date Requested:. citi Time: _k_AM / PM Address: C I. � SCA Vti1Q,k- k� "" Permit P� C' -t� Builder: ✓(.1k k_ _0A< < V` - (P t p- 15 (e 5 THE FOLLOWING CORRECTIONS ARE REQUIRED: Inspector:_-f��' 'PROVED - - DISAPPROVED APPROVED SUBJECT TO ABOVE ____Call For Reinsp. INSPECTION NOTICE City of Tigard Building Departmnt 13125 S'I Mall Blvd. Tigard, Oregon 97:23 ' Inspection Line (Rec-O-Phone): 639-4175 Business Phone. 639-4111 Inspection: Footinq Plbg. Underalab Mech. Rouqh-in Appr/Sdwlk Found. Plbq. Top Out Gas Line FINAL: Poet/Beam Struct. San. Sewer Framing -Bldg. • Poet/Beam Mech. Rai.: Drain Innes ation ._Plumb, Plbg. Und!►rflooc Water Line (� Gyp. 13d. -!tech, ■ Date Requested:_ C:J/ —// Timet _ �(�l PM Address t / ,3(2_ ( Cl b'lC.i����-L � � A--p gi t t: C�vj—'Q Builder!__L_.1-`--t_5=5 A CC THE FOLLOWING CORRIICTIONS ARE RPQ(]IgDi I Inspector: G -L Date APPROVED DISAPPROVED APPROVRD SUB.IRCT To ABOVE --Call For Reinsp. r {I •ren ( I 11 I l t f`f't`j f (1 11 1 r�4�q r1! , t t r . C rl ,'rHr'ttv ;� a M'xr Ifs .. • I� r lr .. 'f. r x � l ,,C+b�iyi,sYr n rt S��r'finll .i + +`( v rR ,-,I�fP t !' e. r tirfY y+,��"t'�*`+lir I t 1 i INSPECTION NOTICE city of Tigard Building Departsent 13125 BW Bell Blvd. Tigard, Oregon 97223 Innpectior Line (Rec-0-Phone): 639-4175 Business Phone: 639-4171 Inspection:` Footing Plbg. Underelab Mech. Rough-i:: Appr/Sdwlk Pound. Plbg, Top Out Can Line FINAL: Pont/Beam Struct. San. Sawer Framing ! -Bldg. Pont%Beam Ma-ch. Rain Drain In`.ulation 1 /� -Plumb. Plbg. Underfloor Water LinoL Gyp. Rd. -Hoch. Date Requested: l d J" r� Timet AH��/� PM Address:— I UC ✓1%J YV\C;'l Builders ThL FOLLOWING CORRECTIONS AP'% REQUIRED: i ' -7 D\.Q zkz Inspectors l� y Date: APPROVED DISAPPROVED V APPROVED SUBJECT TO ABOVE /� ' Call For Reinsp. INSPECTION NOTICE City of Tigard Building Department 13125 SW Ball Blvd. Tigard, Oregon 97223 Inspection Line (Rec-O-Phone): 639-4175 Business Phone: 639-4171 I Inapection:�___�__� Footing Plbg. tlnderslab Mech. Rough-in Appr/Sdwlk • Found. Plbg. Top Out Cas Line FINAL: Poet/Beam Struct. San. Sewi:r Framing i --Bldg. Poet/Beam Mech. Rain Drain Insulation -Plumb. Flbg. Underflsor Water Line 1 Gyp. Bd. -Mec:n. Date Requested: d J�/moi (� Time: AM PM ■ Address:_ C� 1C! /C..tzr7cz, k— Permit #s� 1 THE FOLLOWING CORRdCTIONS ARE REQUIRED: I Inspector: &Vk P Date: APPROVED DISAPPROVED APPROVED .SUBJrrT TO nnoVP -Call For Reinap. 1 9 - t MEC;HAN I CAL CITY OF TIGARD PERMIT COMMUNITY DEVELOPMENT DEPARTMENT PERM I T #. . . . . . . : IIEC94-0120 i 13125 8W Hall Blvd.Tigard,Oregon 97223.8199 (903)62W4h71 DATE ISSUED: 05/ 1 1/94 PARCEL : 22,,1 1 C=AB-00100 SITE ADDRESS. . . : 07330 SW LANDMARK LN SUBDIVISION. . . . : ZONING: I—H BLOCK. . . . . . . . . . . LOT . . . . . . . . .. . . . . . CLASS OF WOR'(. . .-ADD FLOOR FURN. E VAP COOLERS TYPE OF USE. . a . :CUM UNIT HEATERS. . : VENT FANS. . . : � OCCUPANCY GRF'. . :B;R VENTS W/O APDL: VENT SYSTEMS: STORIES. . . . . . . . : 1 SOTLERS/COMPRESSORS HOODS. . . . . . . . FUEL TYPES-------------- 0--:3 HP. . . . : DOMES. I NC I N: /GAF/ 3--15 HP, . . . : 1 COMML. INCIN: � MAX INPUT: BTU 15-30 HP. . . . : REPAIR UNIT'S: 1 F I HE DAMPERS?. . : 30-50 HP. . . . : WOODSTOVES. . : GAS PRESSURE. . . : 50* HP. . . . : CLO DRYERS. . : NO. OFF UNITS-----._--_.--- AIR HANDLING UNITS OTHER UNITS. : FURN ( 100K STU: <= 10001A cfm : GAS OUTLETS. : 1 FURN ) ­10121K BTIJ: > 10000 c:f m : Remarks : Die Casting-- office addition r-epair units= ducts Owner. —__________.___________.._._..___..__._----._.-_.__.._..__.__ _._____._____ FEES ______________ MT. HOOD CHEMICAL CORP. type c.mount by date recpt 4444 SW YLON AVENUE PRMT $ 29. 00 SW 05/11/94 — p'L.CK $ 1. 25 SW 05/11/94 — PORTLAND OR 97210 :5RCT $ 1. 45 SW 05/11/94 — Phone #: 227•-3505 Contr-actor,: ______._.__._.---.--•-_____-----.__._____ C'ONTF1ocTDR NOT ON FILE Phone #: $ 37. 70 TOTAL Reg #. . . --------- REOU I RLL INSPECTIONS -------- This permit is issued subject to the regulations contained in the Gas Line Insp Tigard Municipal Code, State of Ore. Specialty Codes and all other Mechanical Insp applicable laws. All work will be done in accordance with Duct Inspection approved plans. This permit will expire if work is not start?d Final Inspection withir 180 days of issuance, or if Mork is suspended for mere than 180 days. F'er,mittee Signet:.:re: _. Issued BY� Call for inspection — 639--4175 1 1 9 d City of Tigard MECHANICAL PERMIT Planck/Rec. # 13125 sw Hall Blvd. APPLICATION Permit # 1,9Or I ,riv Tigard, OR 9722.3 , (502) 639-4171 Description I 1 V T j� ��a �_ Table 3A Mechanical Code CITY PRICE AMT Job1 �3c>O.�U� �r/IuD���✓IK 4ir��E 1► Permit Fee o- o- 10.00 Address 2) Supplemental Permit - 3.00 Furnace to 100,000 BTU (/ S j N 6. 1) Incl. duds 8 vents Furnace 11G0.000 BTU + Owner 7 O jG-) L.NNOMrllzK 07,k"r, 2) incl, ducts 8 vents _ 7.50 -�- or -mance - _ ID c)3z 3) incl, vent 6.00 Suspended $ter,wall heater — ? 4) or ffoo,mounted heater 6.00 Occupant Vent not in-c-17—in SC✓ 4PIuDMnfi t L l ,AJC 5) -,;pa Appliance noZrmit 3.00 - J,fJ 6) cooling, absorption unit 6.00 �•� 13�oifer ur-w-r-"-p-,lutea pump, air con . 7) to 3 HP aosorp unit to 1ooK BTU 6.00 —Fifer c;co np7ieat pump,air con . Contractor U J)CJ U 1 p 8) 3.15 HP absorp unit to 500K BTU I 11.00 n Miler or comp,heat pump,sir cond. U�iLi1' tAJ ..2 9) 15-31)HP absorp unit.5-1 mil BTU 15.00 I3o'iiero%comp heat pump,air con - O!� -) - 10) 30 50 HP absorp unit 1-1.75 mil BTU 22.50 iereby acknowiMpe that I have rea is application,tnatie Bollrq or comp, ea pump,air cond. information given is correct,that I am the owner or authorized agent 11) >50 HP absorp unit 1.75 mil BTU 37.50 of the owner,that plans submitted are in compliance with State — alianndling unit to -- --- laws, that I am registered with the Construction Contractor's Board, 12) 10,000 CFM 4.50 that the number given is correct. (If exempt from State registration, it"7{ a�35—ng Un-Ti----- -- please give reason below.) 13) 10,000 CTM+ 7.50 Non portable - -- 14) evaporate cooler 4.50 / — — Vent tan connec e-d---- �} 15) to a single dud 3.00 l I Ventilation system not — � 16) included in appliance permit 4.50 rte xw=-- Hood seryed 6y 17) mechanical exhaust 4.50 Describe w new a ition(gFaeration repair --Commercial or in stn$ to be done residential Q non-reside,itial Q 18) type incinerator 30.00 Existing use o(—'—'— Other t.o.,woodstuve,water -- building or property_14'//)A)u1-.4 Cr(/P f dU tx_ + C'p-/"ICS 19) heater,solar,clothes dryers,etc. 4.50 Proposed use of 20) Gas piping one to four outlets 2,p0 building or property 1/✓)c. P P 9 - - - -� Type of fuel-ON Pnatural gas 0LPG O electric Q 21) More than 4 per outlet-- — _— NOTICE Minimum Fee$25.00 SUBTOTAL77 PERMITS BECOME VOID IF WORK OR CONSTRUCTION 2 Z�x AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS,OR 5%SURCHARGE y5- IF CONSTRUCTION OR WORK IS SUSPENDED OR ---- ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME PLAN REVIEW 25%OF SUBTOTAL AFTER WORK IS COMMENCED. TOTAL Special Conditions --_-_- -.------ _-- -- _ Date Jec1 —_.fly-- ..+nrc,�pMt I l t � i 1 i 66 !i {r I � I ,I� I ?I � r �I 3 'J i f P , ;NSPECTION NOTICE rtty of Tigard Building Department 13125 8O Ball Blvd. Tigard, Oregon 97223 , Inspection Line (Rec-,0-2hQne)s 639-4175 Business Phons: 639-4171 Inspection: _�,--- l L - Footing Plbg. Underelab Mech. Rough--r., Appr/Sdwlk Fouud. Plug. Top Out Gas Line FINALS Poet/Beam Strvct. San. Sewer Framing -Bldg. e Post/Beam Mech. Rain Drain Ineulatiun -Plumb. Plbg. Under!loor Water Line Gyp. Bd. -Meeh. D-te Requested ll: C1-1/ Tim:f� AM �"7-- Addraees ,L �/ Z L Pew t►` U S o =SL_ Builder-, A/ t TRE FOLLOWING CORRECTIONS ARE REQUIRED: ,RR i f,. t � p1 P�+P +.n��`ttN Mi-+•i � tP Inspector:- (� lr Date: __APPROVED DI.SAPPROVR0 ED SUBJECT TO ABOVE fk \ /2` G�� — _Call For Rsinap. L V C!4. e yr, :} i ".4'C}V; "W;N�.'.i... 1 ,,.'; ....,. ,,. ,., .,,. n�M,e,7y}T+q�rlctilil+l�'2S'3P�El$,°SAi •„ JNSFECTION NOTICE City of Tigard Building Departacnt C 13125 SW Ball Blvd. Tigard, Oregon 97223 Inspection Line (Rec-O-Phone): 639•4175 Buei::ese Phone: 639 71 Inspection: looting Plbg. Underelab Mech. Rough-in Appr/Sdwl.k Fouttd.� Plhg. Top Out Gas Line FINAL- Post/Beam Struct. San. Sewor Framing -Bldg. Post/Beam Mech. Rain Drain Insulation -Plumb. Plbg. Underfloor Water Line Gyp. Bd. -1,ech. Date Requested::_ z (/ ev Timft AM PM •Gdreee: Builder: THE FOLLOWING CORRECTIONS ARE REQUIRED: Inspector: / ----- ----��- Date: L ��� _ APPROVED --� DISAPPROVED nnpROVP.D SUB.IFF.0 "t TO ABOVE Call Por Reinap. 1 � 0 CI1Y OAF T I GAR® 'ERh1IBUIILDING^ PERT #. . . . . . : BUP-94-0030 COMMUNITY DEVEL(,,PMENI* DEPARTMENT '' DATE ISSUED: 02/28/94 13126 SW Hall Blvd.Tigard,Oregon 97223@0199 (50,193�4'71 41,11 PARCEL: ES112AB-00100 SITE (IL)DREL3S. L.N . 07330 SW LANDMARK SUBDIVISION. . . . : ZONING: I-H BLOCK. . . . . . . . . . . LOT. . . . . . . . . . . . . REISSUE: FLOOR EXTERIOR WALL- CONSTRUCTION- CLASS OF WORN,. :ADD FIRST. . . . : 1000 s N: S: E: W: TYPE OF USE. . . :COM SECOND. . . : s PROTECT OPEN INGS": ­­­­­ TYPE OF CO.)ST. :5N THIRD. . . . s N: S: E: W. 100171 s f ROOF CONST:B FIRE RET? :Y OCCUPANC, �-RP- TOTAL—— UCCUPANC, OAD., 10 BOSEMENT. s AREA SEPI. RATED- STOR. I HT. : 1 i ft GARAGE- - sf OCCU SEP. RATED: 13 s m-r,:, N MELZ?:N REVD SETBOCKS-­­­­­ F'LOOR LOAD. . . . psf LEF r : ft RGHT: ft FIR SP,KL:N Sb1OK DET. N F R NT. ft REAR: ft FIR ALRM:N HNDICP ACC!Y DWELLING UNITS: BEDRMS: BATHS: IMP, SURFACE: (lr1O CORR:N P(I RK ING VALUE. 50000 Remarks : I)i e Cast ing --- office add it i on Owner— FEES MT. HOOD CHEMICAL CURD. type amount by date v,ecpt 4444 SW YLON AVENUE PRMT $ 283. 00 J14 02/28/94 IJLCK $ 183. 95 MAB 02/18/94 PORTLAND OR 97,210 5PC1 $ 14. 1.5 JH 02/28/94 Phione #: 227-3505 TIF $ x%6. 00 JH 02/28/94 5f.4. 00 JH 02/28/94 CLARENCE NICOLI CONST. INC. 14800 SW CIPOLE RD(-A) SHERWOOD OR 97140 Phone #: 692—C-LA8IZI 1607 . 10 TOTi-11L. Reg #. . : 51742 REQUIRED INSPECTIONS This per."t is issued subject to the requiations cortained in the Foot/Fo�.tnd Insp Tigard Municipal Code, State of Ore. Specialty Codes and all other Slab Insp applicable laws. All work will be done in accordance with Fram ing ITISP approved plans. Ttis permit will expire if work is not Started Roof n a i i n g Insp within 180 days of issuance, or if work is suspended for more Ins,'_(lation Insp than 100 days Sbear, Wall Insp Gyp Boav,d Insp Susp Ceilng Insp Final Insrection pei"mittee 9ignatl.ur,eil Isst.ted By - Call for-, inspection 639­4175 -oil CITY OF TIGARD SITE PIE RIHI MI_T T , COMMUNITY DEVELOPMENT DTPJRTAfIENT PERMIT #. . . . . . . : SIT94—•00.13 ' ( 13125 SW HaM Blvd.Tigard,Oregon 07223.81 $)�b x41171 DATE ISSUED: 02/LB/94 PARCEL: 2SI12AD-00100 SITE. ADDRESS. . . : 07:330 SW LANDMARK Lhl SUBDIVISION. . . . : ZONING: 1—H BLOCK. . . . . . . . . . . 1-01 . . . . . . . . . . . . . ■ TYPE OF WORK,:ADD F-1 AV I 11G?. . . . . . . . . .Y RE:SO. 1\10. EXCV VOLUME. 1 100 r.y GRADING''. . . . . . . . :Y VALUE:.. . . f : 4950 F I LL VOLUME. : 100 y LANDSCAF'I NG?. . . . :Y ■ ENO FILL?. . . . . . :IV SITE PREF'?. . . . . . :Y SOILS RPT READ? :N ,:,TORM DRO INS?. . . :Y IMPERV SURFACE. " :4950 sf ■ Remarks : Die Casting- uffi,.e addition Owner: - _________.___..__.__________.__.___.__.__ ____.__.__._._._.__..._.._._..._..._.._. FEES _______--.--•--__-._. DIE LASTING type amol_tnt by date recpt 7330 SW LANDMARK LN F'RM'T $ 50. 5O JH O2/28/94 — 1 ;PCT $ 2. 53 JH 02/28/94 — 1 TIGARD OR 97223 P'LCK $ :3c_. / - Phone #: 639-3850 Contractor: CLkRENCE N I COLI CONST. INC. 14800 SW CIPOLE ROAD f SHERWOOD OR 97140 ----------------------._.-_._----._._.__._____-- F'hone #: 691-'--6080 E 85. 86 `TOTAL Reg #. . : 51742 ---- --- REQUIRED INSPECTIONS — -----— This permit is issued subject to the regulations contained in the Evros i on Cont ro 1 Tigard !Municipal Code, State of Ore. Specialty Codes and all other Excavation Insp applicable laws. All Mork will br done in accordance with Fill inspection approved plans, This permit will expire if work is not started Grading Ins p within 1N8 days of issuance, or if work is suspended for more 5t rm Drain 1 n s p w than 188 days. Final Inspection Permittee SignatUl^em OX Jv��' 1 By : , Call for inspection - 639-4175 1 �, WOW ,1 1 Commercial Building Permit A plication City of Tigard ■ 1312.5 SW Hall Blvd. Tigard, OR 97223 ' (503) 639-4171 ■ Jobsite Address: — Office Use Only Tenant: ^ V ro S it suite# ■ PlanddRec# Valuation: �`� Permit# _ i Owner: Address: 1 q�►.�� oP I rl2�3 _ Planning Phone: Contractor: Address: J?S �a S /7� r h,-. .) _ Type of const: l �G�J�7 `✓L`J L I L� /r' T ��%rte �.' Ocr.upancy class: ,�_-- Phone: '� �' `= Sprinklered? Yes ,h14 Contractor's License 7 � Z (attach copy of current Oregon license) Sq. ft. of project: Story(f st, 2nd, etc.) Architect/Engineer: Proposed use: Address: Note: Plumbing & mechanical pians must be submitted at time of building permit application. Phone: COMMENTS: — — Applicant Signature & Phone number Received by: __ __ Date Received: I' u•r=',r.../ I t;..reit. , .n...l. ..1 .,'::,..R ....:.':..' .._ .. - ... :.'. .. i. .. IM.--.. ' 5Y.47Ph4M'1'+!K^W1tA,a•.......... .. .... -1 I / i I Permit # Account Description Amount Amt. Pd. Bal. Dde - r LT Bldg. Permit (BUILD) _7 ■ Plumb. Permit (PLUMB) I Mech. Permit (MECH) ■ State Tax (TAX) _ Bldg: — ■ Plumb: Mech: Plan Check (PLANCK) 5 " Bldg: Plumb: Mech: Sewer Connection (SWUSA) _ Sewer Inspection (SWINSP) Parks Dev Charge (PKSDC) Storm Drainage Chg (SDSDC) Residential TIF (TIF-R) Mass Transit TIF (TIF-MT) Commercial TIF (TIF-C) Industrial TIF (TIF-1) Institutional TIF (TIF-IS) Nr Office TIF (TIF-0) _ — I Water Quality (WQUAL) Water Quantity (WQUANT) -4'w-j, Fire District (FIRE-) TOTALS . R!'W!nV'. .. ...V'V'+T�i9'�A�',llY•mT1ei4!'M"'!rl'a,l` .�i ���;�1!'�11�': .+/Y 131uSWliaUDhvd . PLNCK/ CCT # CITY OF TI GARD Ti c� regon O97z23 PERM I T #(2L =�> COMMUNITY DEVELOPMENT DEPARTMENT I (5t,3)63¢"" DATE ISSUED ■ ~ JOB ADDRESS: 33 j Sr w' TAX N ►� N1 r�+4 K '�✓ 7AX MAP/LOT SUB: U,� C r LOT: LANG USE: ■ �VALUATION: OWNF�c SPECIAL NOTES NAME: V l/3 Cr1 J / REISSUE OF: ADDRESS: 7 3 .3L �� �✓��'SrVn�L �S /�h� hN - LAST REISSUE: _ .� ���- 2� (�iK �ci ✓ FLOOD PLAIN/ PHONE: ���`�� .3`is�`� SENSITIVE LAND: CONTRACTOR APPROVALS REQUIRED r NAME: s, .'T✓r ��� r �c'N/' s PLANNING: �' ADDRESS: _ �r U w� 7 ' ' �`'� ENGINEERING: or-�rc �LFIRE DEPT: _ PHONE: , c' � �� T .� � -- OTHER: I CONTR. BOARD #: 7`� %� EXP DATE: ITEMS REQUIRED SUBCONTRACTORS: PLUMB: LIST/SUBCONTRACTORS: MECH: BUS TAX: ARCH ENGINEER CALCULATIONS: NAME: TRUSS�nT_ s,�L TRUSS DETAILS: _ ADDRESS: OTHER: PHONE: PROPOSED BLDG. USE: c �- (`L C"U N 00, 0C',A COMMENTS: �� _ 3 J— Iy _� 'Dz)v S4 F� o i APPLICANT SIGNATURE Received By: 1 _ �__ Date Received: - 3 INS PERMIT k ACCT # DESCRIPTION AMOUNT AMOUNT PD. BAL. DUE 10-432 00 Building Permit Fees — - "3-�'z' 10-431 00 Plumbing Permit Fees — - 10-431 01 Mechanical Permit Fees -- 10-230 01 State Building Tax (5%) — Building _ E Plumbing Mechanical 10-433 00 Plans Check Fee .L — Building Plumbing Mecha 0cal f 10-230 OG Fire 30-202 00 Sewer Connection — 30-444 00 Sewer Inspection ----- 25-448-02 Commercial TIF Fees i i 2.5-448-04 Industrial TIF Fees 25-448-06 Institutional TIF Fees 25-448-03 Office TIF Fees 25-448-0: Residential Traffic Fees 25-448-05 Mass Transit TIF Fees !7L•oo �� 52-449 00 Parks System Dev Charge (PDC) IVA- 31-450 00 Storm Drainage Syst Dev Chrg (SSDC) r�0P`@. 2.4-445-01 Water Quality (Fee in lieu of) i 24-445-02 Water Quantity (Fee in lieu of) � TOTAL _ ._-------- / ----' -- - 1S nm/3587P.WPF i i f I r 1 ll �IMMIi ItMU Mll�l�ll�pFll, ^fir w 1;= f ). U1 '1 Y l!1 "I 7 C"441t1.r - F<i:.(::[� f f-' I i.rF f'Frv'T�It IJ1 FtF t, 1...1 C TJ 1401 P IN 1 - I !;N',lI Ah1L)1_Ihl r Ih. 4YtCt IrIJN14F a fJ:1(:lll._C l,1"1fJ'WilNlll::l :I.t:1fJ {•'nywM ,hI'C DAIFvt G Nig 4 1�I)11FtF:.C�f a YS is I V I!s f.ON r ' �Z1 JitK'Il�il f]F 6'C�YMRN1" Aill it 11\1 1 ('i 1 I T) F'U17F�f1'-il OF E'lIYMF:!'J 1 FaM!11_IIV 1 F (.1 C it _.. ... .. .. 1:3 'K , :..Ft �' �..,.; 1tllll 1►.INUI P[ PM W144...1/u-30 b U►I� t T. Nl.l1.l...p F•F. r= '1'. SUILD C E14 1.4. 15 ':i ft.ill lyl C1F�ta1:N �ilN;; ,f�(h. the a F=F�'IGF= TIF FE::F:s, ,,:x'. 00 MF"Iw ; T'F+fal�11;,.1 1. ..1. fI If i..a; 44. 00 , VT 111,1 I;la�i1 ).NIi �;;r;k1 }_i 41 I AIJ1.Ih1Nkl', I 1 r I I"C.1Ct11__ IaMI11..iIVf GfiII7 .. •1 'i `r I ivA � , a , X. TUALATIN VALLEY FIRE & RESCUE F AND BEAVERTON FIRE DEPARTMENT • 4755 S.W. Griffith Drive• P.O. Box 4755 • Beaverton, OR 97076• (503) 526-2469• FAX 526-2538 1 r October 26, 1993 55 1 JC. Nicoli Construction 19600 S.W. Cipole Road Tualatin, Oregon 97067. Re: T.V.T. Jin Castilig 7330 S.W. Landmark Ln. 619OB-018-000 Gentlemen: This is a Fire and Life Safety Plan Review and is based on the 1991 editions of the Uniform Fire Code (UFC) and those sections of the Uniform Building Code (UBC) and Uniform Mechanical Code (UMC) specifically referencing the fire department, and other local ordinances and regulations. Plans are conditionally approved subject to Tigard Building Department requirements and the following items: 1 . The tenant space number must :)e prominently displayed on the street front where it is readily visible to drivers and officers of responding fire apparatus and other emergency vehicles . UFC Sec. I 10 .208 2 . Not less than one (1) approved fire extinguisher(s) with a rating of not less than (*) shall be provided for each (**) square foot of floor area or fraction thereof. The travel distance to an extinguisher from any portion of the building, shall not exceed 75 feet . UFC Sec.. i 10.303 (*) 2AIOB:C - Light and Ordinary Hazard 4A10B:C - Extra Hazard (*�) 3, 000 - Light Hazard 1, 500 - Ordinary Hazard 1, 000 - Extra Hazard "Working"Smoke Detectors Save Lives an Q-1 jn•gw yy.v,;i.. {"t C. Nicoli Construction October 28, 1993 Page 2 Note: Where flammable or combustible liquids are used, "B" ratings of extinguishers may need to be higher and travel distances shorter. See requirements in National Fire Protection Association Standard 10-1 . Approval of submitted plans is not an approval of omissions or oversights by this office or of non- compliance with any applicable regulations of local government. If I can be of any further assistance to you, please ! feel free to contact me at 526-2459 . Sincerely, J� Bradley N. Wanamaker Deputy Fire Marshal BNW:kw cc: City of Tigard Building Department v' A G i i I y d ;� � , �,• �. „ h..� a , � _ ,gym .� ,t t r. .M "t NICOLI ENGINEZ^?NG DIE CASTING ROOF D .............. .........._..................._.....ATA � Job Description: Frame Description: DIE CASTING ROOF Structure Parameters Analysis Options Members . . . . . . . . . . . 4 Linear Elastic Analysis Joints 5 Imperial Units Springs . . . . . . . . . . . 0 Sections . . . . . . . . . . 1 Materials 1 Load Cases . . . . . . . . 2 Load Combinations 1 User Name: NICOLI ENGINEERING P2o1fu-7' TV-r, DIE LASTING, rl-kaSNCC- p11 Cvf�l P-FRAME 1 .06 (,a•�„ Copyright 1982 - 1991 Softek Services Ltd . Head Office: 4 2034 West 12th Aveciue, Suite 2 Vancouver , A.C. V6J 202 Canada Phone: ( 604 )732--3763 Fax: (604 )732-8467 SoftPk assumPs no responsibility for the accuracy, validity or applicability of the results of P-FRAME . P--FRAME Input Data Str No. 19 29 Sep 93 11 : 05 am ,i Page 1 "tpt. � fZ1•'f �'���I id �5��;ey A. Ct t '��, Pt c'w i i I :y t "°, '+c'_" I , 1 1 s 'YL I~ 0 10 I " L.,O I�D I N G, D I Ar GUAM P�Q.cT; -TV T C)IE c.A'%-Tl4(:; e—LAvk5NcE Nlc.oL.i PA p1 44 � ° `f ��„ ,;•"�s, � ryy�p_ �,�,y4�a. � r, rti� �' ,r i.'s�Y ,1 .,tin,;' � • .rN7i,.. n r YhMIAMI � } r.f NICOLI ENGINEERING DIE CAS7ING ROOF *** JQINT DATA *** Joint X - coord. Y - coord . X - Degree Y - Degreo Z - Degree Number (feet) (feet ) of Freedom of Freedom of Freedom Ii 1 0 0 1 0 1 2 10 0 1 1 1 ■ 3 18 . 2 0 1 1 1 4 20 . 75 0 0 0 1 5 25 . 75 0 1 1 1 Note: Degree of Freedom: 0-restrained 1-free ,J=coupled to ,Joint ',J ' --------------------------------------------------------------------•--------------------- i ***•,SECTION „PROPERTY DATA *** Sec X-sectional Mom. Inertia Shear Area Section Mod Plastic Moment No. Area (in2) (in4 ) ( in2) (in3) Capacity (K-ft) 1 16 . 88 178 0 31 . 64 0 , Sec . Database No. Code Name 21I i2 S6cTly� P'ZoPS-tr►e-S Notes : 1 . Non-zero Cross-sectional Area and Moment of Inertia are mandatory. ` 2 . For non-zero Sherr Area , shear stresses are calculated . 3. For non-zero Shear Area and Shear Modulus , sr:+aondary deflections due to shear arra included ( linear elastic analysis only) . a . For non-zero Elastic Section Modulus (S) , stresses are calculated . 5 . Non-zero Plastic Moment Capacity is mandatory for plastic analysis . ---- - --- --------- ------ -------------____----------------------------------------- *** MATERIAL PROPERTY DATA *** Material Youngmod Shaarmod Density Coeff Ex.p Fy Yield Number (ksi ) (ksi ) (K/ft3) (/F*1 . E-6) (ksi ) 1 1600 0 0 0 1 . 5 P-FRAME Input Data Str No . 19 29 Sep 93 11 : 05 am rage 2 n,, t V? 7 Ft 1 4 •• 1 NICOLI ENGINEERING DIE CASTING ROOF Notes : 1 . Elastic Modulus (Young 's Modulus ) is mandatory. 2 . For non-zero Shear Modulus and Shear Area , secondary deflections due to sha'nr are included ( linear elastic analysis only) . 3 . Non--zero density is required if self-weight is speci',•ied and member weight is to be considered ( linear elastic and plastic analysis) . 4 . Non-zeru Thermal Coefficient of Expansion Is required for thermal loac+. ( linear elastic and plastic analysis ) . S . Non-zero Yield Stress is mandatory for plastic analysis . -----------------------------------------•----------------------------------------- *** ,MEMBER CONNECTIVITY DATA *** Member Lower Greater Section Material Lower Greater Attribute Length Number Joint Joint Number Number Er.d Type End Type Type (ft) 1 1 2 1 1 1 1 1 10 . 2 2 3 1 1 1 1 1 8 . 2 3 3 4 1 1 1 1 1 2 . 55 4 4 5 1 1 1 1 1 5 . Notes : 1 . Member End Types : 1=fixed (rigid connection) 0=pinned (pinned connection ) . 2 . Attribute Type 0 indicates that the member has been deleted. IS P_FRAME Input Data Str No. 19 29 Sep 93 11 : 05 am Page, 3 NICOLI ENGINEEP,TNQ DIE CASTING ROOF ** -LOAD INITIALIZING DATA. *** I load # loaded t; support # loaded describe case Joints settlemnts members load case 1 0 0 4 DFAD 2 0 0 4 SNOW 4 ------------------.---------------------------------------•-- --------------- •------•-•-- *** MEMBER LOAD DATA *** s IS�b;fC&- 1.31 amid) load case 1 - member distributed loads = 20I�Pt'" Rec Mem -Sloped UDL Pro,J . UDL Local UDL Local UDL Triangular Thermal No. No. K/f t slope K/f t hor i z k/f t pe K/f t par 1 1 K/f t 0 GJ Change (F) l' 1 1 0 0 - . 02 0 0 0 2 2 0 0 - . 02 0 0 0 3 3 0 0 - . 02 0 0 0 4 4 0 0 - . 02 0 0 0 load case 2 - member distributed loads "a....c Mem Sloped UDL Pro,J . UDL Local UDL Local UDL Triangular Thermal No. No. K/ft slope K/ft horiz k/ft perp K/ft parll K/ft 0 GJ Change (F) 1 1 0 0 - . 1104 0 . 04252 0 2 2 0 0 - . 0679 0 . 0319 0 3 3 0 n - . 033 0 0 0 4 4 0 0 - . 033 0 0 0 Notes : A) For Fully Distributed loads and Point Loans : Sloped UDL , Projected UDL & Point Lds art in the global coordinate system. I-oral Perpfndir_ular , Local Parallel , Triangular Loads act in the local member coordinate system. Trianqular Loads ane 0 at the lower ,Joint with the magnitude specified at the greater joint . B) For Partial load orientation : 1 Global X pro,lected ld , 2 = Global Y projected ld , 3 = Global X lateral ld I 4 - Global Y gravity ld , 5 = Local y Perp ld , b = local x tangential ld *** LOAD COMBINATION DATA *** --............................................--....................................... Load Load Comb Load Comb Load Comb Load Comb Load Comb Load Comb Comb Case Fact Case Fact Case Fact Case Fact Case Fact Case Fact 1 I 1 2 1 P-F RAMF Input Data Str No. 19 29 Sep 93 11 : 05 am gaga 4 � 1�rir �r A NTCOLI ENGINEERING l DIF CASTING ROOF *** ANALYSIS HISTORY *** � Structure Degrees of Freedom 12 Structure Half-Sandwidth . . . . . . . . . . . . . . . . . . . . . . . 6 Structure Stiffness Elements . . . . . . . . . . . . . . . . . . 72 Member with maximum half-bandwidth . . . . . . . . . . . . . 2 a I INumber of Support Joints end Springs . . . . . . . . . . . 2 •' ------------------------------------------------------------------------------------ e � *** SUPPORTREACTIONS **'� ........................................ Load Case Results Joint Load X-Reaction Y-Reaction Z-Reaction Number Case (kips) (kips) (K-ft) 1 1 0 . 000 . 195 0. 000 2 0 . 000 . 824 0 . 000 4 1 0 . 000 . 320 0 . 000 2 0 . 000 . 742 0 . 000 Load Combination Results ....................I........................... Joint Load X-Reaction Y-Reaction Z-Reaction Number Combination (kips) (kips) (K-ft) 1 1 0 . 000 1 . n2n 0 . 000 4 1 0 . 000 1 . 062 0 . 000 Notes : , I . Positive X-reactions act in the positive global X direction . 2 . Positive Y-reactions act in the positive global Y direction . 3 . Positive Z-reactions act counter-clockwise. ---------------------------------------------------- ------------------------------- JOINT ----•------•------------- -------------------------------- *** JOINT DISPLACLMENTS *** _................ ............................................................................. _.. Load Case Results _. .. ........................................................ Joint Load X-Displ . Y-Displ . Rotation I Number Case ( in) ( in) (rad) 1 1 0 . 00000 0 . 00000 - . 00333 2 0 . 00000 0 . 00000 - . 01243 r 2 1 0 . 00000 - . 25218 -- . 00007 2 0 . 00000 - . 91613 - . 00001 3 1 0 . 00000 - . 08990 . 00288 P-FRAME Linear Elastic analysis results Str No. 19 29 Ser 93 11 : 05 am Page 5 • NICOLI ENGINEERING DIE CASTING ROOF Load Case Results p Joint Lood X-Displ . Y-Dis 1 . Rotl�*+tn Number Case ( in) (in) (rad) 2 0 . 00000 - . 32492 . 01029 4 1 3 . 00000 0 . 00000 . 00289 2 0 . 00000 0. 00000 . 01066 'Y 5 1 0 . 00000 . 16393 . 00268 2 0 . 00000 . 62379 . 01031 Load Combination Results , Joint Load X-Displ . Y-Displ . Rotation i' Number Combination ( in) (in) (rad) 1 1 0 . 00000 0 . 00000 - . 01576 4 2 1 0 . 00000 -1 . 16831 - . 00008 3 1 0 . 00000 -- .41482 . 01317 4 1 0 . 00000 0 . 00000 . 01355 5 1 0 . 00000 . 78772 . 01299 IMP Notes - 1 . 1 . Positive X-displacements are in the positive global X direction . 2 . Positive Y displacements are in the positive global Y direction . 3 . Positive Z--displacements are counter-clockwise. --------------------------------------- *** MEMBER FOR ........................S ; .............................................. . . . Load Case Results Mem Load Axial m LJ Shear m LJ BM m LJ Axial ® GJ Shear • GJ BM m GJ No. Case (kips) ( kips) (K-ft) (kips) (kips) (K-ft) 1 1 0 . 000 . 195 0 . 000 0 . 000 . 005 . 955 2 0 . 000 - 824 0 . 000 0 . 000 . 067 3 .430 2 1 0 . 000 - . 005 - . 955 0 . 000 . 169 . 245 2 0 . 000 - . 067 -3 . 430 0 . 000 . 493 - 953 3 1 0 . 000 - . 169 - . 245 0 . 000 . 220 - . 250 2 0 . 000 - . 493 - . 953 0 . 000 . 577 - . 413 4 ? 0 . 000 . 100 . 250 0 . 000 0 . 000 0 . 000 2 0 . 000 . 165 . 412 0 . 000 0 . 000 0 . 000 P--rRAME linear Elastic analysis results Str No. 19 29 Sep 93 11 : C3 am 'b . Pane 6 r t w-Aw 1, loll I 1 NICOLI ENGINEERING ,y DIE CASTING ROOF Load Combinat jon„•.Rmsults Mem Load Axial m LJ Shear m LJ BM m LJ Axi m OJ Shear m QJ BM !o QJ No. Comb (kips) (kips) (K-ft) ips) (k'ps) (K-ft) 1 1 0 . 000 1 . 020 0 . 000 0 . 000 . 072 4 . 384 2 1 0 . 000 - . 072 4 . 384 0 . 000 . 662 1 . 197 f� 3 1 0 . 000 -- . 662 - 1 . 197 0 . 000 . 797 - . 663 , 4 1 0 . 000 . 265 . 662 0 . 000 0 . 000 0 . 000 Notes : 1 . Positive axial forces art in the positive local (member) x direction . 2 . Positive shear forL:es act in the positive local (member) y direction . 3 . Positive bending moments act counter-clockwise. ------------------------------------------------------------------------------------- *** MEMBER STRESSES *** Load Case Results .. ....... Mem Load Joint Axial Shear Banding Top Normal Bot Normal No. Case No. (psi ) (psi ) (psi ) (psi ) (psi ) 1 1 1 0 . 0 0 . 0 0 . 0 0 . 0 2 0 . 0 -362 . 0 -362 . 0 362 . 0 ' 2 1 0 . 0 0 . 0 0 . 0 0 . 0 2 0 . 0 -1 , 300 . 8 - 1 , 300 . 8 1 , 300 . 8 4 2 1 2 0. 0 --362 . 0 -362 . 0 362 . 0 3 0 . 0 -92 . 9 -92 . 9 92 . 9 2 2 0 . 0 - 1 , 300 . 8 - 1 , 300. 8 1 , 300 . 8 3 0 . 0 -361 . 3 -361 . ? 361 . 3 3 1 3 0. 0 -92 . 9 -92 . 9 92 . 9 2 3 0 . 0 94 . 8 94 . 8 -94 . 8 0 . 0 -361 . 3 -361 . 3 361 . 3 4 0 . 0 156 .4 156 . 4 -156 . 4 4 1 4 0 . 0 94 . 8 94 . 8 -94 . 8 5 0 . 0 0 . 0 0 . 0 0 . 0 2 4 0 . 0 156 . 4 156 . 4 --156 4 5 0 . 0 0 . 0 0 . 0 0 . 0 Loa•d....Comb.i n.at j on., Res.0 l•ts Mem Load Joint Axial Shear Bending Top Normal Bot Normal No. Comb No. (psi ) (psi ) (psi ) (psi ) (psi ) � 1 1 1 0. 0 0 . 0 0 . 0 0 . 0 2 0 . 0 -1 , 662 . 8 -1 , 667 . 8 1 , 662 . 8 P-FRAME Linear Elastic analysis results 1 Str No. 19 29 Sep 93 11 : 05 am r Page 7 NICOLI ENGINEERING DIE CASTING ROOF , Lcad Combination Results i .................. Mem Load Joint Axial Shear Sending Top Normal Bot Normal No. Comb No. (psi ) (psi ) (psi ) (psi ) (psi ) 2 1 2 4 . 0 -1 , 662 . 8 .-1 , 662 . 8 1 , 662 . 8 3 0 . 0 -454 . 2 -454 . 2 454 . 2 3 1 3 0 . 0 -454 . 2 -454 . 2 454 . 2 4 0 . 0 251 . 3 251 . 3 -251 . 3 4 1 4 0 . 0 251 . 3 251 . 3 -251 . 3 5 0 . 0 0 . 0 0 . 0 0 . 0 Nctes : I . Axial stress 13 positive for tension . 4 2 . Shear stress is positive for positive shear . 3 . Bending stress is for top of member . Bending stress is positive for tension . 4 . Top Normal stress = Axial + Bending . Bottom Normal stress Axial -- Bending . P-FRAME Linear, Elastic analysis results Str No. 19 29 Sep 93 11 :46 em Page 8 bTwc u 12 1,- C A -C.u L A:n 0M S r� unz 7-V7 D 10- C A-S'T'ir-JL G -730.50 S,W' L--My fl M,k2x L ArM� D2 tPNO-1 and Construction Services Inc. ' r PHONE: (503)620-2086 n1�?a f or oN v�4fF5 R.N`Gav PRO-'ECT YUARSrOcE NIC-CLI (TvT D1t2-- ctis-Tr N -- ----- --- ;r PREPARED BY DATE ,108 N0. wrA6 PAGE NO. OF fz F S ON a► �R1tS (�L. _ �� ��r• Pf : 2 p`�F- C rjr-1 ()u-rt 2 pt2 t I,-r-ro . 1 4,0 - • 43 �t/—q� 1i +io I��+ 43 (40)( — 1-/ b •13 (1ST 14 14 - 04 4 4 (3.!E) 4( t- use (sW.-IA e n.> i }r { 'd, i r PROJECT C S A REN C F- N I C D LI ( TAT D�� G AS�tNG,, PREPARED BY W E g pA1E � Z-t �� JOB N0. PAGE N0. OF + d� .p. y 71 y IND ►_ItiT E's R m- L o Ito Arm Ayl S 1 S 1 4 K Svi- s14&0v,t wh1-t. 1 rs+ I&AGS fro& - i I i f ,� ►�g� 141� 80 1APN .('Z( ('Z( 1.3)(14 4)(1-0) f JeZI�/�tL r 1 t TIW) 1 e RK 41 ab t PROJECT dLAReNcE Nlcow (TVr DIL` clrSTiN4)— PREPARED BY DAZE JOB N0. ��__ WRQS _______ 9 27•g3__—j-_—_– 2 "2Z, � PAGE N0. OF rr.4 tl!tiYf i(dR ' kR&5 aR tiumlF t_— n. t ! WIND LArTBRA- trap'tfl At0t.-UM CONT`D 1 N-S DIR6GT1 nnl � s 21 L I `1 I I, 1 f � i i i1 i } q11` y 1 ! yynn�� i jIt ,W I PROJECT C_LAR ENe-E fl Q Vii ( TVT� DIE e^-yrir el) PREPARED EIY� ,fid�B —`— —�— - - ---- `--j DATE JOB PN0. PAGE NO. CF �� ry, ; �• r� o � �.. yp ��� �. 4#P�� , �, I!�lMMRiWRMN �� !�'4'' �`4�i •�i.� r i�f � ,s �Tl7�f� �dilt � 'd�1�fiMet��� T�i.r �s��, n6 y.�,,�.,:r 1"��•� .. w + nL<��i(� F'2arlT 0r- 13Li0L� L) t E"6E17 ro -T lj 1 N CUL/c�2E7L� ISooTI�!C� (I`l k� M F-r- L Yt, 4 E 3rorn4� 2 -� 1 )`Y 0-71 s 777777 F— � 3 u ot °t 3 (29x �6e—) 14,3 ALL AVOW) LOrJc,, 26A(L WALL T E(2.W ALL ��'�a/Q q — l9 L , �' otic w►�c.� f1Llr�W1�(il,� IIUN15t-ock.e17 . L,/14 LL PROJECT PREPARED BY--------� -- -u—�� pATE ---` -- JOB NO. v PAGE N0. OF HAFfat Lk/ALL AT- kNO cF bLDe-7 2?� '/ yyM USE 1/13 coxU(L ���s o. C- /-I - GF , 12 d�c_ � !� . �o i q S i l tE:n2 L_L- 2- L-: _2-L WPLL- PREPARED BY------_---- _" -- -----. -[_DATE JOB N0. PAGE N0. OF --- -- �� �i •, :.u;d?�.;'�✓�It4',4'•vo�f¢aFdw#t,�rn�dak`L�.gs�•,�r�ar��r»+H+w�. a*,�,- ., - a�.a•��w.,rw� `� t ern NoRTr► WA LV °c; ti• , 1i ra.�� rV` V' V 211��FL• vy 8 �1500� �•P4�s� Z,7� 2x�r 7 S- 7 CF I - it's Ar ZY U �- /Jo Z o 2 B TK- D. F PROJECT -NT.T• � b C Q C,. -- PREPARED BY w � DATE Z (, q�JOB NO. -Zz-L1 PAGE NO. OF. i , t�f r; RKaoi M P5 D►J I Tt C SA STttn 1d Cu U a •1 ST-%xos CP i ' PROJECT ------- TUT DIE C Ate►INGK mrltco�T- PREPARED BY DATE - — VJW g 2( �.j3 i JOB NO. Z2Z- PAGE NO. OF Ma 6pll� u�N all MlMO r�t8j �"1NIf ?1fI� M ;,y[N , :ygynti„jq �5�, ' u Yvr ta« C"-T%-,c, WOOD DESIGN TEMPLATE Client Beam 8 29-Sep 86 ICE does not warrant that the functions contained INPUT for Uniformly Loaded Joists and Beams in this template will meet L-Span 25 ft revised 12/6/86 the user's requirements or j Trib_w I ft (Alt) m Main Menu that the operation of the program OL 160 lb/ft"2 (Alt) g Go To will be uninterrupted or LL 371 lb/ft'1 error free. logic No Spans +/-Mx 1 w 531 lb/ft Sp Logic (+Mx) 11.18 k-ft +/-My 0 L (max) 25 ft (-Mx] 0.00 k-ft +/-P 0 Le-x = 1.0 ft My 0.00 k-ft Le_y = 0.0 ft � D_comp 0.00 kips I. length x = I ft unsuported L y Le-x factor 1 See Table 1 Le e 0 when compression face is fully supported for ex Cv UBC 2504 (r) a for ey ►' P tens 0.00 kips L length 1 ft default value Visually _ _ g Y y graded sawn lumber 0.25 for le x Machine stress-rated sawn 0,11 for Ke x V max xx 6.61 kips lumber for Lo_y V-max-_yy 0 kips Cv adjustment 0 UBC 1501 (c) E s (1-Cv) Glued-laminated timber 0.10 5 or core lamfor Ke-y Br'g max -6.6375 k Load Duration 1.15 See Table 3 GLU-LAM TIMBER OI. SENDING ABOUT X-Y. AXIS -------------------------> BENDING ABOUT Y-Y AXIS -------------------> AXIALLY LOADED --- Bending Fbxx--> Comp. Perp.----- -------> --------> COMBO SPECIES Tension Comp. Tension Comp. Shear Modulus Bending Comp Perp Shear Shear Modulus Tension Compress outer lam in Tens. in Tens. Face Face Fvxx Exx Fbyy Fcp yy Fvyy Fvyy Eyy Parallel Parallel i 1 1 3 1 5 6 7 8 9 19 11 12 13 11 15 i 21F-V4 OF/DF 2100 1200 150 150 165 1800 1500 385 115 75 1600 1150 1650 OL BENDING ABOUT Y-Y AXIS ----------------> AXIALLY LOADED ----------> GL Width No. Lams d/table AREA Sxx Ixx Bending Comp Perp Shear Shaer Modulus Tension Compress Modulus 5 1/8 18 21 123 192 5901 Fbyy Fcp yy Fvyy Fvyy' Eyy Parallel Parallel Syy I 9 10 11 12 13 11 15 16 105.0625 209.2226 1500 385 115 75 1600 1150 1650 1600 Multiple piece lam 1 0 = lam pieces not edge glued AIU LAM TIMBER CONTINUED Br'q 0'4 from end 0 1 indicates yes ------ ?If v1 Of/Df Rearing width - 5.125 lmngth e 5.5 along the grain OL Width d/table No, lams Br'g load max -6,6375 k 5 1/8 21 16 Br'q dimensions for Tens., Comp., and Side Face Loadings 1 f OK Br+g = 0.235 < 0.150 ksi on tens. (bottom) face at < 3' from end OK 8r'9 = 0.235 < 0.150 ksi on romp. (top) face at < 3' from end 0 Cv ; OK Br'g = 0.000 < 0.385 ksi on side at < 3' from end for 5.13' x 5.50' '1K fbx = 1.011 < 7 555 L/2267 for d OL = 0.132' from Input Window 0.132 d DL from input 2287.131 L/2267 OK -fbx = 0.000 < 1.278 1./978 for d LL = 0.307' from Input Window 0.307 d 11 from input 911.1102 L/978 LOAD-FACTOR a 1.150 Le-x = 1.0 Ley a 0.0 A Lams >a 6, 0.10 OK fvx a 0.068 < 0.190 V reduced by UL+LL = 0 :31 k/ft s d from INPUT (381#0L_Exx*(1-C +Mxx/fbx GOVERNS OK for +Mx 0.000 + P.396 + 0.000 - 0.396 < 1.000 No -Mx No -P 3 i 40017r. �rvTwMn..... .....au,}1�.1 ..,.r..n _ k• "•r! '!ia'T 'fl""' T'I. M1 - '4 fnt,� .JY a f d�L�l I CITY OF TIGARD September 21, 1993 OREGON James Nicoli a Nicoli Engineering P.O. Box 23784 Tigard, OR 97223 Project: Die Casting Addition- Plan Check #8-10C 7330 SW Landmark Lane Subject: Building Plan Review (1991 UBC with Oregon Amendments) The plans for this project were reviewed for conformity with applicable codes. Please submit the following items for completion of the plan review I P process at your earliest convenience: 1. Submit complete mechanical and plumbing plans (rain drains to an approved system) for review. 2. Submit the energy compliance form for review. 3. Table 31-A requires one accessible parking space. However, one in eight accessible parking spaces, but not j less than one, shall be served by an access aisle 96 inches wide minimum and shall be designated van accessible (Table 31-A, figure 9, and section 3104(g)2B) . Also, please submit a signage detail for the H.C. parking stall. 4 . Submit a complete site plan specifying the total square footage of the existing warehouse and type of construction with the set-backs from the property lines to the structure. 5. How will the new parkins, . _c drain to an approved system? Will a catch basin be installed and what is the size and location of the pipe to the catch basin? 6. Regardless of the occupant load, there shall be a floor , ; or landing on each side of a door. When access for:,!,'! persons with disabilities is required by Chapter 31; the '': floor or landing shall not be more than 1/2 inch lower than the threshold of the doorway. Landings shall nave a width not less than the width of the door and a length i 13125 SW Hall Blvd„ Tigard, OR 97223 (503) 639-4171 TDD (.503) 684-2772 t M r PFi"�u617 J04t N1u 4^d�sr .v r� n r•a3k r vµtras h,; it# WistVfkv ul vauws iglaid i measured in direction of travel of not less than 44 inches (sectiin 3304(i) ( j) ) . 7. Provide moisture control under the slab per section t 5303( f.) . 8. The existing "butler" warehouse is most Likely a 2N building requiring a separation wall between the new addition, which is proposed at 5N construction. The separation wall would have to comply with section 505(f1 . See section 1701(a) . The existing warehouse may currently comply with the requirements for a 5N building? ■ 9 . Exit corridors shall not be interrupted by intervening rooms. Corridors which are located within an accessible route of travel shall also comply with Chapter 31 (section 3305(x) ) . The exit corridor needs to extend to M1t the outside of the building. 10. New additions may be made to existing buildings without making the entire building comply if the new addition conforms to the provisions of Chapter 31 . See the exceptions to section 3111 for the ADA requirenents as being applicable and part cf this project. 11. Provide Lhe type and thickness of glazing in the windows for review. Please make these corrections on the appropriate pages of the drawings and resubmit 3 copies of each page to the City of Tigard for review, _ This plan review does not include electrical or plumbing plan 'reviews. Electrical concerns can be directed to Washington County at 640-3470 and plumbing concerns to Mike Sheehan at the City of Tigard at 639-4171 extension 312. If you have any questions or concerns, please do not hesitate to call.. i Sincerely, Mark Burrows h Plans Examiner FAX (503) 684-7297 , n' L oil-- , 4AWk DATE: PLANS CHECK NO.: 1 PROJECT TITLE: COUNTYWIDE V T - ■ TRAFFIC IMPACT FEE APPLICANT: WORKSHEET - • - 'b/ T/Ar— ■ (FOR NON-SINGLE FAMILY USES) MAIUNG ADDRESS: � 330 SGt> GA�i'�lA,e/l I CITY MP/PHONE: j RATE PER / �l7ZZ 39-38s� I ■ LAND USE QATEGORY TRIP TAX MAP No.: RESIDENTIAL $152.00 7,51 ZAPBUSINESS /D a •00 SITUS NO.ADDRESS: 33n �bIVAO-1 Z4) INDUSTRIAL 147.00 INSTITUTIONP! $83.00 PAYMENT METHOD: CASH/CHECK ! CREDIT INSTITUTIONAL ONLY: f BANCROFT(PROMISSORY NO uWD USE CATEGORY DESCRIPTION OF USE rEKDAY AVG, TRIP PAI WEEKEND AVE TRIP RATE DEFER TO O=PANCY BASIS: ,fPO1/M,v7' P12,vG0-cic�: 41U Or,4-/0E F x P, iwSVAJ -ro q /YIA�VUFACTu�iruG G/5 =. 7A> cn{'r/ CALCULATIONS: - T --r21P5lDAy x TelP r<a7'E -OF l 0 "T G. S.F. x 3.95- -relpVD,?y x J$ /L1 7.005-6t 96-= 566.00 PROJECT TRIP GENERATION: i d LodtG AM04,N7 bq6 FEE: sG6 do ADDMONAL NOTES: FOR ACCOUNTING PURPOSES OWL Y:. 7#15 /-e> ,d L C'W 7L � 7iF Cr9 LC L/7 7D� ROAD AW.: �jya,,sT,e1A L 7,1'� _ S DD IRAN oTAMT.: 1"4S,S 77,tA,v-7. PaePAnEo arc:, CC: WASHINGTON COUNTY — TIF NOTEBOOK form tif10 I r. r 1+� 1, j a i Y r�.rlt1y 1 t 1�- G �rrSs ���tisl�. W06 �I I �r{•• 'µ' 'Ai r« r x AC y-1 .71 ' TUALATIN VALLEY FIRE & RESCUE � AND r- I3E,y:V�- �'TON FIRE DEPARTMENT , • 4755 S.W. Griffith Drive• P.O. Box 4755 • Beaverton, OR 97076• (503) 526-2469• FAX 526-2538 ■ September 10, 1993 ■ C. Nicoli Construction 19600 S.W. Cipole Road { Tualatin, Oregon 97062 Re: TVT Diecasting 7330 S.W. Landmark Ln . 619OB-018-000 Gentlemen: This is a Fire and Life Safety Plan Review and is based on the 1991 editions of the Uniform Fire Code (UFC) and those sections of the Uniform Building Code (UBC) and Uniform Mechanical Code (UMC) specifically referencing the fire department, and other local ordinances and regulations. Plans are conditionally approved subject to Tigard Building Department requirements and the following items: 1 . The tenant space number must be prominently displayed on the street front where it is readily visible to s drivers and officers of responding fire apparatus and other emergency vehicles. UFC Sec. 10 .208 2 . Not Less than one (1.) approved fire extinguishers) `. with a rating of not less than (*) shall be provided for each (**) square foot of Floor area or fraction r thereof. The tL9vel distance to an extinguisher from any portion of the building, shall not exceed 75 feet. UFC Sec. 1 .303 *) .?AlOB:C - Light and Ordinary Hazard 4A10B:C - Extra Hazard (**) 5 , 000 - Light Hazard 1, 500 - Ordinary Hazard 1, 000 - Extra Hazard "Working"Smoke Detectors Save Lives Y t I 1 ' C. Nicoli Construction September 10, 1993 r'. Page 2 I r R Note: Where flammable or combustible liquids are used, ! "B" ratings of extinguishers may need to be higher and travel distances :shorter. See requirements in National � Fire Protection Association Standard 10-1 . ,s Approval of submitted plans is not an approval of omissions or oversights by this office or of non-compliance with any applicable regulations of local government. If I can be of any further assistance to you, please feel free to contact me at 526-7.469. I Sincerely, ��a--c%fi'•. � fir.."f Bradley . Wanamaker, ?� i'«J Deputy Firc Marshal BNW:kw cc: Tigard Building DE�7artment i i s e. a. r, , y } t � � I CITY OF TIGARD ; M OREGON August 13, 1993 T.V.T. Die Casting r 7330 SW Landmark Ln. Tigard, OR 97223 REs Traffic Impact Fee for Office Addition Dear Applicant: Enclosed with this letter you will find a calculation sheet showing the computations that have 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 $2,283.00. You have two 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 1 option please contact me for additional details. ) A Pleaso note that you may appeal the discretionary decisionq made in determining the appropriate category and the amount of the fee based on that category. A notice of appeal, accompanied by the $635.00 appeal fee, must be received by the CLty Recorder no later than 300 p.m. on August 27, 1993. Although filed with j the City Recorder, an appeal would be heard by the Washington County Hearings Officer. It you have any questions, or if I can be of further service, please contact me at 639-4171 ext. 390. [Sincerely, Vi Goodwin Development Services Facilitator cs TIF file Building file C. Nicoli Construction. Y 1, S 13125 SW Hall Blvd., Tigavd, OR 97223 (503) 639-4171 TDD (503 684-2772 — - --- i _l M S • •. DATE PLANS CHECK NO.: I PROJECT TM-E: I COUN'T'YWIDE N1e01,l T V. 7 0 ArlrY A1w'A) TRAFFIC: IMPACT FEE APPLICANT: OA.)AvF WORKSHEET r.11.7. h/E X26 rim (FOR NON-SINGL>?FAMILY USES) MAILING ADDRESS:'7330 S A2 44,V 21MOCe GAIL sw CITY/ZIP/PHONE: RATE PER :7:Z62W 627L Z 3 635-3 60 � NQ USE CATEGORY TRIP TAX MAP NO.: RESIDENTIAL $15200 2SI 14X.4,9 /OD BUSINESS AND COMMERCIAL $38.00 SITUS NO.ADDRESS: OFFICE $140 M 330 5 1,.,7NL-jMi& L ) INDUSTRIAL 147.00 INSTITUTIONAL $63.(10 PAYMF•NT METHOD: CASHQJECK �i CREDIT INSTITUTMAL ONLY BANCROFT(PROMISSORY NO LANO Use CATEGORY oESCRIPTION or USEY Ava TRIP RA WEEKEND Ave TRIP RATE VEt-ER]p ANCY D��/C G BASIS: ARI/Gf)/VT P,Q�PDS€S ., / 000 SQU/44� DC007 Abbl7/U CAST/1Ve—" FSC'/L/7y s CALCULATIONS: T G. S. 17 x --rie1 ps/D,y x -tie i P 2 A-rF- -o -TG-5F x /lo.3► Tie�PS� � X1 q0.00 = a,a P3-Vo = . a.�$3.ao PROJECT TRIP GENERATION: FW- ADDITIONAL NOTES: POR AUCOUNTWO PURPOSES ONLY: ' ROAD AMT.: T l F"0 G. S. F, =7TNflusAN� Gl�osS s ooih tEW-1- CA 107.oo TRANSrTAMT.: MASS -W41US PREPARE)BY: CC: WAStIINGTON COUNTY TW-NOTEBOOK form tif10 r. 4 °f,'! u� ....,.wNw+MIM+IOA.aClfvrn,e,,, .. .. ...�s,Mnd!NCfrW,UR'.1"'A'11 g' ' �.Hw,wY�N "�f�6;L41'al�iWf1'rl:�l.�'�°•4��=YrffS?.n..•...,.... .r�iIW1W+ ..i', r, , I 4 (CITYOF TIGARD January 20, 1993 OREGON 1 � James Nicoli Nicoli Engineering P.O. Box 23784 Tigard, OR 97223 Re: Plan Review Expiration Die Casting Addition- Plan Check # 8-10C 7330 SW Landmark Lane f, Our records indicate that building plans for this project were received on August 6, 1993, but the permits have not been issued as yet. Plain reviews are valid for 180 days from date of application, however, an extension may be granted by the building official for an additional 1 L0 days. This request must be in writing and can be granted only once. Please advise the building department immediately as to the status of this r project. If we do not hear from you prior to February 7, 1993,. we must void the application and the plan review. Also, please be aware that any balance due on the plan review fee must be paid even if permits are not issued. If you have any questions, please feel free to call me or the building official, Dave Scott. Sincerely, Mark Burrows Plans Examiner FAX 684-7297 i jh/expire i f t 13125 SW Hall Blvd., Tigard, OR 97223 (503) 639-4171 TDD (503) 684-2772 1 TUALATIN VALLEV FIRE & RESCUE AND BEAVERTON FIRE DEPARTMENT 4755 S.W. Griffith Drive• P.O. Box 4755 • Beaverton, OR 97076• (503) 526-2469• FAX 526-2538 ! j ■ December 1, 1992 Gelco Space 9975 N. Rivergate Portland, Oregon 97203 Re: Modular Unit (Trailer) TVT Diecasting & manufacturing, Inc. 7330 S.W. Landmark Ln. 619OB-166-000 1k" Gentlemen: This is a Fire and Life Safety Plan Review and is based on the ,I 1988 editions of the Uniform Fire Code (UFC) and those sections of the Uniform Building Code (UBC) and Uniform Mechanical Code (UMC) specifically referencing the fire department, and other local ordinances and regulations. This review covers the tenant modification to the above noted occupancy. The plans as submitted are approved for construction. Approval of submitted plans is not an approval of omissions or oversights by this office or of non-compliance with any applicable regulations of local government. If you desire a conference regarding this plan review or if you have questions, please feel free to contact me at (503) 526- 2469 . Sincerely, Per nark r Fi a Marshal f BP:kw / cc: Tigard Building Department IAVorklnd"Smoke Detectors Save Lives RPM :,., to A- O emu 910 1 qoj ................................. - ..r••-^r•••� �. ............................ .... , ..,�4 rOL �. to ■ Y .............. ... €,:Z��C��Tldr• -" , �drrceQ,iub i •C �.................. 9c*v ;120 I O:o, f I � , a6 b.f o yiJ cif b -ap,17 , i r \ N X t I." f 7 A.andsG4 va n en, 4 - -_ l �'� 11• 2 N6 3 a k V j 1 Amandar-spr1G F 1t ti tat � F— sLa�ny OD 9J1 i u 06 E - i A Ldj� �IGahuear �ndcce.Qi�s i ?, 9� d . I 1 50 4 1 9N Zl .4 3 I Y� 7777��Y�.. rrStiit I rel 4V ;i.��r/rl , r r i r. i October 27, 1992 CITY OF TICGARD OREGON Ma. Jan L. Robertson, Office Manager TVT Die Casting & Manufacturing, Inc. 7330 SW Landmark 'Lane Portland, OR 97224-8065 Dear Ma Robertson; ; s I am writing is response to your request to place a pre- manufactured office building at the property referred to as 7330 SW z Landmark Lane. This reason for this expansion is to provide additional office space for TVT Die Casting & Manufacturing. It was explained to the planning department that the number of � employees shall remain the same. This property is zoned 1-H (Heavy Industrial) . The present use of this site is listed to a Permitted Use for this zoning designation. The Community Development C,'de Conditional Use Section states that if the requested modirication meets any of the major modification '' criteria, that this request shall be reviewed as a new Sit=s Development Review with a new public hearing. This request does not meet any of the 10 approval criteria for qualification as a major modification. This is specified as fol lows: 1) The request will not result in a change in land use or affect j residential development; j 2) The request will not incraase the dwelling unit density; r 3) The request will not require additional parking; 4) The request will not result in a change in the type of corr,mercial or industrial structures; 5) The request will not result in an increase in the height of the building(s) ; 6) The request will not result in a change in the type and location of accessways and parking areas where off-site traffic would be affected; 7) The request will not result in additional vehicular traffic to or from this site; 13125 SW Hall Blvd.P.O.Box 23397,Tlgard,Oregon 97223 (503)6,39-4171 n 1 ' 8) The request will not result in an enlargement in the amount of floor be more than 5,000 square feet. "r 9) The request will not cause a reduction of more ::han 10 percent of the area reserved for common open space and\or usable open space; t 10) This request will not cause a reduction of specified setback requirements; 11) This request will not cause the elimination of project amenities by more than 10 percent where previously specified. . . ; 12) The request will not result in a reduction in landscaping , below the required 15 percent. This request is determined to be a minor modification to an existing site since it does not meet the criteria as stated above. This letter satisfies the requirements of Section 18. 130.060 in that no code provisions shall be violated, and this request is not a a major modification. Therefore, this minor modification request has been approved. You may apply for building permits as your convenience. If you have any questions or comments please coatact the Planning Division at 639-4171. Sincerely Ron Pomeroy Assistant Planner J tr( I BMs .. n AY `• -.J:•. t Form 3a PRESCRIPTIVE PATH FOR ZONE 1 ;i Building --- _.. _--- �..— Area 1. Above-Grade Wall Area(gross ft ) //5 4. Rauf Area(gross Il'') _� X101=�� oF�FI c.� �._ —_.__...--------------•----•— - I `'See Figure 3a w for clmiafe 2. Window Area(111) -17 97 5. Skylight Area(It') zones _ _ _ _ 3• Percent Window to Wall Area 8• Percent Skylight to Roof Area. Divide Divide line 2 by line 1 line 5 by line 4. Must be less than 3� I Above Compliance r ;:e a Proposed Component - ----- - - ____ Ground fA g C D E F G Values'' , Walls —.__.. _ ._ -- _ _-_ ----- - -- —_. Max. 9% 17% 18% 21 27°'° 3730 4830 '�7 �Percenf window Pel.,ent� to wall area --- --- - _ —.f_ (line 3). Max, Single Double bin�lu Double Windows U.bU 060 0.60 Mex Sc limit U-value Glazed Glazed Glazed Glazed applies to - coolod buddufgs Max. No No 0.60 0.50 NO 0.60 0.40 only. Sc° Limit Limit Limit "To calculate the Above-Grade Max. U-value of the Walls U-value 0'20 0.20 0.10 0.20 0.10 0.10 0.10 , //i) walls.use _ _—�. I — —._- ---....__- Worksheot 3a 7. Does design meet target?Enter the package letter(A-G)if all components of the values of the proposed building meet the criteria.Otherwise use Form 3b. Roof, Floor, Proposed I and Below- Componert Standard Ur or R Grade Walls - -� Roof Max. U•value Up to 3 percent Skylight" 0.059 "Skylight shall be Without Skylight 0.077 double glazed - - -----__. - with a min. Min. R-value of Unheated Slab 4.5 14-inch air space Slab on grade Flocr the Insulation Heated Slab 5.8 _ 40 'To calrulale Ilia - FloorJ- OverMax.U lralue 0.077---- .077 roof anu floor Unheated Space / LI-value, use Worksheet 3b — Below- �_------------____._---_ / and 3c Min. R-value of the Insulation 5 /V/n Grade Walls 8. Does design meet target?Enter the"Y"if all components of the values of the proposed building meet the criteria.Otherwise try Form 3b r Envelope 9• The perimeter Insulation for the slab-on-grade flour shall extend downward from the top of the slab for a minimum distance of 24 inches.See Rection 5303(4). oerN)(,,. Enter the -.-- reference to t'an's 10. The insulation for the below-ground wall shall extend Ilia full height of the wall to / ^ Aand specifications the top of the lowest floor or 10 feet below grade whatever is less. that shows --- - - ------- __ conipNance will 1� Manufared doors and windows are certified according to ASTM E 283 for cif:W E 1`Z the wrements 0.37 c1rif per foot of window sash crack and 11 cfm per foul of door crack. N OTS 12. n the warm side(winter)of the insulation for the walls, roof and flour,install a "EWE -P-4'' vapor barrier with a perm rating of one or less See Section 53U3(0. N 0-TE rf y�f Foirns 3.1 14' 1 1 ,.. . .u,ce•1r+>�`.� -.-�°r. �'YIM�{.'�.yw .J►tv gra� Sr,dl�:'r'' , f n_,. . i�I�.,-:t46N�y',r3RJe'^.bPM'r:x; ,.u.. ,.. �'{{ 1'. Forni 2a SUMMARY Project 1_._ Project Name -- - - DtE cM-e-rjtic, 620r1"1ot.s .____ ---- 2. Project Address J W ( ,�N►�M K �2 -�- - it 3. Cllylfown 7 (4---)Ar,_P Q _ -4._ Building Area(flz) X 1031^1_ArJ0I-T �c�OF /�2►_=r� — �33�1-Zov2 A ' Attached Chapter Type I.D. Description Attached Forms and Worksheets Building Envelope Form 3a Prescriptive Path 3b Component Performance Path U Check boxes to ---- --- - - indicate the Worksheel 3a Wall U-values U attached forms 3b Huot U values J and worksheets 3c Floor U-values U 3d Avarage Thermal Values J Systems Form 4a Systems U Worksheet 4a Unitary Air Conditioner—Air Cooled U 4b Unitary Air Conditioner--Water Cooled U 4c Unitary Heat Pump--Air Cooled U 4d Unitary Heat Pwnp -Water Cooled U 4e Unitary AC& Heat Pump--Evaporatively Cooled U i 4f Packaged Terminal AC--Ain Cooled U 4g Packaged-rerrninal Heat Pump.-Air Cooled U 4h Water Chilling Packages---Water&Air Cooled U 4i Boilers -Gas Fired and Oil-Fired U 4j Furnaces& Unit Heaters--Gas-Fired and Oil-Fired U y. Artificial Light Form 5a Interior Lighting U z; 5b Lighting Schedule U I 5c Interior Lighting Power U E Ij 5d Exterior Lighting U Worksheet 5a Interior Control Cred is U Applicant ,--- �`---�---- PP 8. Name c-LA.Ref tc.e HIC4U 8. Telephune -- ---- 8. Company ,V/c a L1 Gb N 5 T 12o r_-r(o 0 9. Date t 7. Signature { Other No.of Pages Description of Document Documents -- 3—A iter all porfiny _ —_.__.._- - - 4AA.ulations. test I reports and catalog cuts - 9j �ri9�n Forms 2-1 i i r T. Ml,i j li Worlcshcel. 3a (cortl'cl) h WALL UNGLUES y Brick on (e) (b) (c) — -- (d) Stud Wall Layer Descripti 4 Detail R valytl Y >, See Table 3r.for —Exterior Moving R-VnllIRS of air Surface Air 0.17 ,' - - ---- --- _. _ ---------- l K ` See TAhle 3b Int spaces. \\ A Brick n-VAlues of brick, B Air shealhing and \� Space ,gypsum wallboard, P_---- See Table 3a for C Sheathing n Values of - lrarning i insulANrnr �� \�\� � D Framing/ --- � Insulation -_- Gypsum f'f _ E Wallboard 1 �`.�'��'• Interior SIIII _---- S_urfaCe Alr 0.88 1. Total column(d) 2. U•volue. Invert the amount In line 1 i Plywood (8)- -- (b) — (c) - —fi )-- I Siding on Layer Description Detail F11-value Stud Nall Exterior Movinq� Surface Air 0.17 See TAble 3h for � ---------_ -- R-VAlues of - - �� plywood siding, _ . -. A Plywood 4 shenlhing and --- ------ -- ---- v gypsum wallboard. _.... - B Felt See Table 3n for i - ---- - .... - ----- --- - R-VAlues of - - - C Sheathing '�8 4 / framing/insulation D Framing/ 7_xI- Insulation /(0"0 r— '70 r: Gypsum / .4'5 Wallboard -Interior 0.68 ' Surface Air 1. Total column(d) 7a 2- 2. 2. U•value. Invert the amount in line 1 I :I 3-12 Chapter 3 - Ri ildinq Envelcpe i , 1 *orkshcet 3b (coil(A) ROOF UNALUES Generic (b) M �(d) Roof F s Layer Description Detail R-value '� -,.` -------- -- ------ --- — i See Table 3c for 0 Exterior J 1 R-Values of -�` . Surface ' exit-rlorand METAL. Infeiiorsurfaces. A ewriN" ----- See Table 3c for 9 4 R-V clues of air spaces. ) C See Table 3b for t'J��G• 2 ,94^ R-Values of - Cy— GYM ��. — 4 4 4uilding materials See Table 3a for R-Vakres of metal E _ and wood sfud Insulafion and IWWo—r /_I metal truss/ Surface insulation. 1. futal column(d) Za 2. U-value. Invert the amount In line 1 d3 y r Worksheels 3-15 r , r , .A 1 Fill Ill I);I INTERh-R LIGHTING Interior (Al-- -- -Ihl -(cl (d) _ (e) (f) (g) Lighting Max Lighting Power Occu- Floor Power Power Budget pnncy Area Allow. Budget Group Space Type" (ft) (W/ft) ((c-d) x e) + f "Llsf All l ghfed floor areas. II area under 1.000 It", 0 2.0 0 Exclude exempt enter area In(c)this row areas Ad Areas ofstairl4nys• Office II area between 1,000 miri )Od 1.000 1.6 21000 + shatts, telephone 6,000 117,enter area In(c)this row ZOO rnrnrs,r+fc. ----------------- ---- If area aver 8,000 It', x,000 1.2 10,000 N enter area in(c)this row II area i nder2L,000 It', 0 a o 0 enter area in(c)this row Retell If area between 2,000 end 2,000 ;1 0 6.000 6,000 W,enter area in(r)this row If nron over 6,000 IP, 6,000 2,0 20,000 enter area In(r.)this row cxe 1. Tblal Interior Lighting Power Budget(W). Add amounts In column(g) Z.o" Adjusted2. Sum the Page Total(s)from form 5c Ila e Interior Lighting J. Total lineal feel of track lighting Power ----- ---- ----- 4. Multiply line 3 by 50 hlfyoVhave daylfghting or g. Total Interior Lighting Power.Add line 2 and line 4 lumen mArnle- nance controls, 6. Total Control Credit from Worksheet 5ah uaecnCAICUTiculAIP.t 5A f0 el 7. Total Adjusted Lighting Power(W), Subtract line 6 from line 5 — r file control S. Does design meet the bi rigel?Enter"Y"it line 7 Is less than linr! 1,otherwise redesign. y rrrditc Lighting Interior 9" Do all non-exempt spaces have local lighting controls?Enter"Y"it true,otherwise redesign Controls 10. Do all local lighting controls control lesr,than 2,000 I't'of area? Enter"Y"it true,otherwise redesign. 11. Do all Interior display and accent lighting,including plug-In,tract and display case lighting, have separate lighting controls, Enter"Y"it true,olherwise redesign. 12. In buildings over 4,000 ft', do the luminaires In office spaces have separate automatic controls to shut off the lighting during unarcupied periods? II yes,check the type of control(s)used.Otherwise redr,tgn. f, Automatic Time Switches U Occupancy Sensors r„t Other Fomig 5 1 1 AL t, ,r ' Form 5d EXTERIOR LIGHTING r Exterior ;a) (b) (c) (d) Building Lighting Lighting Power Power Building Aiea or Max. Power Budget Budget Component i unglh Allowance (b) x(c) 1 1, Total linear feel of exterior wall at the ground floor 7p-It 7.5 W/ft 3 2, For buildings uver 20 It ,enter Ilia building height over 20 It. ft 3. Multiply cell t(b)by cell 2(b). Enter Into cell 3(b) ft2 0.2$W/112 s r 4. Wuitl,of exit doors It 40 W/ft )Za « 5. Area of drive lhrauyh cunopius fe 2.5 W/ft't 16. Exterior l.irlldiny Power Budyel(W).Add amounts in culumn(d) _— ee z Exterior (a) I (b) (c) (d) (e) Building Lighting Lighting luminaue Quantity of Luminaire Power Power Extellur l_it{tihrni lypo I h Luminalree° Power (r.)x(d) "Emter the numd,er ld,,�a. �h Y Oki— po��.,� ► L._ _ __..._ _...._.__.._...... 4` dlununalresthat t, illumunalethe 0000or of the buBding,adjacent i walkways,loading are.is,anddtive through canopies. 't. Exclude luminaries that aro exempt (roan the - Coll,octed load calculation,see Section 5310(0) ( P" 7. total Ex,enor Building Lighting Power(W). 5uin amounts in column(a) 8, does design smut budget?Enter"Y if line 7 is!ess than Ill ie 6,otherwise redesign v r/ Lighting 9. Do all extetiur hmninaires(exempt and non-exempt)have aulomatic controls to turn off lights Controls during daylight hours or periods of nunuse? Enter"Y"if true,otherwise redesign._ _ ( 1 C:h,tplet b klificul I iryhl r 711 f 1" iJ �'UI'lll 51) f'ayu (A 1 LIGHTING SCHEDULE �Lllfw Ulu (e) (b) (c) (d) (e) M r� nlunbar alld type of lamps In the Lamp' 8allaelu Tab d { lununairo Soo Lum. Fixture --- ---- mimiaire 5b „ Tablo 5b for ID Description No I Df.""unplion IJu. — Descriptlun Power •111.1 ' typical lrunp codes "Ental fire " number and 4vu __._______..__._._-__-- _.�._._- --—_—_—.__ ---�J—---•- _. _.----• - — it ballaats in fhu " lununairo For ! 1`111O0escelll alld hryh Irlfollslfy thscharde lamps, typtc.tl ballast abblOvlahO119 n k ` •MAG SID tot s lowynetic _ - d eLmdlrld •MAG EE for - maynotic t •Et ECT for it •MAO HC tot wa7netle healer ty cutout See tatllu 5b fur - other beflast abhluvialiulls i 5-2 Chapter 5 - Artificial l iclht ' :d •;e. k <. a 4P '4x 3 r I'ul'111 )c r INTERIOR LIGHTING POWER "q. 'Elliot iho Qr/n/ltity for every (b) 1 ` n,ti-exempt Ligl►Iing hit-,omlre.Do not Room or Room or PIFlns Lundneirn Ounnfity of Luminnire Pnwer r onslder track Sheet N0, Designation ID Luminaires" Power (d) x(e) � lighting nn this __- -- —___.— form This is ._1 aernwilyd for on _ — ro,n,5a. 2 Z T•1;3,Y7 rti a SIX- -T Cjer Akim 1, Page Total. Sum the amounts In column(f) rorn is „ :ieE ;'e ,. ;� �ei; (�,..:{. `:�i.,*,. 5.• ,y,j ,,:t'� +� ,!nV1 •may�tF. ° t . Capacity ratings NOMINAL STANDARD NET COOLING TOTAL __-_--__-SEER' _- SOUND UNIT 48TJ TONS CFM CAPACITY(Btuh) kW Belt Drive Direct Drive EER RATING (Bels) 1 1' 004 — 3 1200 35,500 40 10.00 9.70 - 8.60 8.2 _. _ -- -- — 005 a 160-0--- 48.000 54 1000 970 8.60 8.2 � 5 -- 2000 58.500 6.8 1600 r-97 860 82 t' �1NOMINAL STANDARD NET COOLING TOTAL SOUND UNIT -_ CFM CAPACITY(Btuh) (Bels) -IPLV -�-- 007 6 2100- `-- 7 9 890 84 t 008 7'h 85. 9 6 _0 90 8.6 9.70 rr�• 009 8"< 3000 98,000 8 90 86 9.45 012 10 3500 _ 116.000 -_- _ 13 0 88 _2 75_— 12!% 4500--- - _ 142.000 160 -��- 8 90 885 a NOMINAL NET COOLING TOT.41L- Y 1 UNIT'4llil-_ NS CAPACITY ER IPLV _ (Btuh) - 016 15 - 209 8.60 t _ 020 1 / 194,000 260 8.20 024 20 220,000 25,9 6.30 A' 25 —268,000 31.2 8.50 8 40 r- LEGEND AAI — Air Conditioning and Refrigeration Institute i.; Bels — Sound Levels(1 bel 10 decibels) ti! EER — Fnergy Efficiency Ratio IPLV — Integrated Part-Load Values 3c1. SEER --- Seasonal Energy Efficiency Ratio 'A plies only t�units with capacity of 65,000 91uh or less. 1 e,4'z tM IPLV only applies to two-stage cooling units a r;r NOTES: Rated in accordance with ARI Standards 2101240-89 or 380.88(for 014-028)and 270-84 .1 Ratings are net values, reflecting the effects of circulating fan heat. Ratings are based on: . t Cooling Standard: 80 F db,67 F wb indoor entering-air temperature and 95 F db air entering outdoor unit. t IPLV Standard:80 F db,67 F wb indoor entering-air temperature and 80 F db outdoor entering-air temperature ,d Book 'ah .�^. +- i++w7P�rrwNln.nnnr^r�.re..,..ni.tuuWf.�.tl4ARCNnMr...v ._ ' •`A •r�i tf r t ';ti t t t 12ry"� ti4r �i ttiii ' 4 ��t ��t IN. t yy :�t7a t��y{>1Ifa M t 1 �' t� firhtrw��f3/n,ra•.. n :4 t .- .'� i i, Worksheet. 4a UNITARY AIR CONDITIONER-AIR COOLED t (d) —- --(e) 4 Proposed �- (a)--- -Equipment Proposed Proposed Exclude package Cooling --- -- --- Compliance terminal air Model Capacity EER Schedule' conditioners and Equip. Btu/h SEER (95°F db) (A E) room air condition- Ip Designation ( ) ors. It the unit is a split �Q - ��Vw -- r' system,include _ the model number for both the _ ■ condensing unit and roil in the -- rrodel designation. — 'Enter the letter -- — --- from the table below. - - - 1. Does the proposed equipment meet the required equipment efficiency? Enter"Y"If true. _Y _J 2. Check bcxea to icdicate the source of information. 0 ARI Unitary Directory, Section AC(Enter the page number) u ARI Applied Products Directory,Section ULE (Enter the page number) Product data(Attach data furnished by the equipment supplier) - Required - Cooling Capacity(Btu/11) Minimum Performance i Equi ment 1 Elbe FGchedule pliance Equipment — But not EER— ' For single phase Type Over— over- SEER (95°F db) units over 65 Mbh — ------ A capacity,use Single Phase, 0 65,000 9.7 Schedule C or D. C� Single Package B Single Phase, 0 65,000 10.0 ---- Split System -— - ---- -- _ -- 65,000 --- -- —9.5 Three Phase, 65,000 135,000 8.9 C without a 135,000 760,000 8.5 Heating Section 8.2 760,000 - — ----- ------ 0 65,000- ---- 9.5— Three Phase, 65,000 135,000-- D 35,000 --•- 8.9 -- -� -- D with a 135,000 77-0,000 ---- 8.3 Heating Section '160,000 ---- ---- 8.0 E Condensing Unit Only 135,000 --------- 9.9 -- Works - Worksheets 4.7 iiny�t -'+WacGp�Eli�,,'rNF•NLi kWi;,`. L a 1 1 ,r CID Co 0m 2 c' 0 O ra i. iI01 Q) C > f, f0 0 C C O ,O Vl uo E R .00 w � ccv�'i o — , ■mss � � .j• i �.. U N U L ® m Y v00 _!o a < LO a d o .—--- � \ \ Q � M 00 !n m LL r; H � ❑ l� ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ 0 � N 0 0 Yl Y C5 k� t 'r I� II� LA c ( EE cc, CU a �a� ro c O� c +� � c cmc v Y c v Y �Gi, ro LM m Z y c'O O.moo V a r V :J r� o cLv n a rnatt as ��. a via � � � � � x E x x c -- x c ► x x c c C 2 ' �7�tO s =1 s OC Lt. 7 5 G! NN = G! in m moot hm mac LL mo[ = LLmU v v �r s � q — L `y 1 � 8 A p 0-101 YY III ' s co