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10385 SW CASCADE AVENUE-1 r SAW' / / \ \ ^• J '�'�,'('!��•1� •� = I d$41 "�r cul• n O 6 2 I �J \ \ \ \\ `� � 1 !�j. HIIfw1• L Ji'fa»i1` i l ' 1 /� Obb)» 4 J �.,tr C) r ; •. W"� � � o :� "° � ro ss ��u. ' -rT Cr 14 1-1 y _ * 00 r I 1 1 \ * �9 i '\`I: �', B a, W ' w LLJ I \ \\ Site Is Tip � '� ��.- fir,. -�` I I lre \ \ 1 I (fiw l..Ol 1, . ,Q 1 4> �• I Iii - _— • ! \ 1°u+ur t =Aix. �...:•..I\3�� -1L�1'f` 3`a�v.�c `"`I /\ `\ ��y.�2 � O \ \� Vicinity Map o I \ 1 X ` \ \ E\ L C l� > m 1 � North 0 0 tea*Ifl Drawing Index C o M1^Svr*_r __\1­1 1-K- - — - ` `, �� __1 1-1 "1 -� "I 1\ :6 m SD 1 Site Plarl/Vicintiy Map m Cr CU EjA16•T I t-1� \ \ � U N f. �\ Fi74ISTIrjC9 \\\ �� \\ G4^I4 L4414 , `�\ , A 1 Office and Lunchroom Remodel Plans (Aree "A" & "C") _� U 4ar11- urE \dl 4&46 p \ \�__ 3 A2 Floor, Foundation, Roof Framing Plan & Elevations (Area "B") t Z 3 PRIG �-KEp - K />> _ 1 -� \ A3 Wall Section. (Area "a") e W N I SOT I�� \ ) I \ `� , ` 1 _ \ \\ A4 Production Remodel Plans (Area "D") V) Of I*N Poi �}I�D - 1 10 SITE & BUILDING SYNOPSIS BUILD;NG ANALYSIS Addres.: 10385 S.W. Cascade Blvd. Tigard, Or. 97223 � ■■���.T�iwr���wl..���iww»iwf`�-irww���wwww��www�w>_wwww>r� ��w�ra��w�iiY���ww�ww�w�w��w���w�iw��wllw��wwwt•�wwwww��ww�■ �� =•T��� �, sr.��7 c , -� �5 tp _ - it s a s' b' (-I)SP.ti V Gross Existing sq. ft. 56,000 sq. ft. ''��, Rebuilt Addition 10,000 sq. ft. R Remodeled Area 46,000 sq. ft. ---- ,�� Production/Warehouse (34,000 sq. ft.) _5 Office ( 12,000 sq.ft.) Total Area 56,000 sq. ft. JIM '1NISTIf�C� \ / : : -- Parking Required O. L M�raV 'e",JI l.Dl I� / \4 M -- ) Production/Warehouse ( 1 per empl.) 60 Spaces 410 I's .00010 ` Office 1 /350 GFA 34 Spaces Cf)�� s' �C� {�U I t.•DI I�Co 1a- 1 I 1 0 �' Total Parking Required 94 Spaces ._�� � - ,,.�� �I�t71 ems/ -- �F��. � T :.. .... • •.... 1 ', ' I � � , Total Parking Provided 94 Spaces 115.oo F'F. e. / V N > �- I . ....... e ' ,Il ��rC4 w /•V) c .� :; ,� �1 I Owner: Tom Holce I _ .. i 10831 S.W. Cascade Boulevard Tigard, Oregon 97223 clel �1 I ;. --�- II _� Contractor: McCormack/Pacific \ `l 00 r:,o �7 H E:�D/ I �� \� r^ I o \ 5000 S.E. 25th Ave ^ir Portland, Or. 97 � 001 Building Type: III N OF ill r7 / w % _s_ `,� I Building Occupancy: B2 DATE i a J� Zoning: IP (Industrial Park) UHAVVN BY - ,�-->•-_-- _ _ _ �'- v— ___ - CHECKED BY ,A� I -- 174 _ - s'R. WASHINGTON COUNTY / I \ Legend _ FIRE ni THICT NO. 1 REVISIONS _ FIRE PREVENTION II - / ENTION BUREAU Drive—In Door _ PHONE 69.8577 � • -J J P'AT NS EXAMINED ♦ Dock High Door ; V `LVED o Li Io C 1;I WALLY APPROVED Existing Grades c RE,)URED ❑ F C I IUNS REi,UIRLD N FRAMING COMPLETED I ;i )R TO COVER I.UPON BUILD:NC,CO'•P'.E ION 5 88°4'1 ' �i8" W �•r90.01 ' rz. & M• ��� 01 ANI t YA I. i+ Keyn )tes 0' l . NEW EXTRUDED CONCRETE CURB - SEE DETAIL 12. REMOVE EXISTING CHAIN LINK FENCE W SOUTH 19M LI40"�`s'Rf4EArir"�r� 1/SD. PROPERTY LINE. „ 2. NEW PAINTED PARKING STRIPING. 13. LINE UP EDGE OF NEW CURB AND GRADE TO MATCE 3 EXISTING CHAIN LINK FRNCF. ADJACENT CURB. 4. EXISTING CHAIN LINK GATE. 14 . EXISTIVG LANDSCAPE AREA TO REMAIN - REMOVE r. 5. EXISTING CONCRETE WALKWAY. AND REPLACE EXISTING CURB. ;. REMOVE EXISTING STRUCTURE & COLUMNS FROM 15. EXISTING CATCH BASIN. 11II GRID A7-9 TO J7-9 AND PATCH CONCRETE SLAB 16. EXISTING DOWNSPOUT DAYLIGHTS TG PAVEMENT AS REQUIRED. 17 . NEW DOWNSPOUT. fSite Plan EXISTING ASPHALT PAVING. 18. EXISTING THICKENED ASPHALT CURB TO BE SD1 E' . PATCH AND REPAIR PAVING ADJACENT 70 AREA OF REMOVED. WORK "_O MATCH EXISTING. 1 n; 30'-0't 9. EXISTING DRAINAGE INLET. OF 10. EXISTING LANDSCAPING. North 11. NEW LANDSCAPING - MATCH AND BLEND TO ADJACENT LANDSCAPING. JOB'40 ' Permit Set - January 13, 1989 2ee622 nn,c.-i 5 Fj, mn, ,Co -316'1 I tr r. _...,.. ....,..;. 1.«•, .... __.c.r , .. y�,�.,. .e,..IWc'n- <.., -,.t '. :.. .. i ,,. . � -.,tt.,,=,.'r. a �' .. ... � -- - --.I-- - `-_ _._ -r.Sn. + .11+l.w•. - _ ,u :...r„ r ,. +1�Ms+It�•.:�. tr � .� �;. , ':;yl(,xpl,.• `� .3 fir:; `�'i:•"�jr�'r' `!I'#!"5,+'' :��Ei:t 9'. � � ,. ss. �s..lt" _ . f NOTE: IF THIS MICROFILMED III1III IIIIIIIIIIIIIIIIIIIII'I11111111 Ill I _IIII_II.I I_IIIIIILIIIIII-I CII-�IIII—III V I—II=I LI—III-.I_II I�__I I I�I.II�I_II I DRAWING IS LESS CLEAR THAN V VIII V1IIIIIIIIIEri I F I"�hLI�III w�11�I�IIIIIII I^III1II1I�I IIIIII�I III I I �II'.' • L THIS NOTICE, IT IS DUE TO - -- THE QUALITY OF THE ORIrINAL g`ttl L L Z Z I L L Irill, IL t8l, 8T i LI T I ! T I I l T 8 8 L 9 �9 T f 1 £ IZ 1 �. �1111 b'IDRAW I Nf. • I � l IIIIIIIIIIIIII�III IIIIIIIII Illllli11111 IIllllillllllllu IIIIIIIIIIIIIIIIIIhIlhlll Iulhllll,fi !.II lllihlll IIIIILII IIIII�IHu�ull►�� ul,lliu IIIIrIIIII�llililu illll�lll Ililllill ulllllu 1111117 I�IIIIIII,Ilullliilllllllifi IIID JUNE 19 1990 j yyy � ,,•• .. ..•r..r.__nrvm,.n•e,n„ , 11YI..III...w�.+w-w•.w. . r ...11{iInir...:.AY.il►11tl.� „.-LA ..! lIIAIC..,. _ _ -. _.,. -._. -'vLf�•I�La/�5�1.. _...►J,".Y� 111 Com. I � O CLW a o 00 _ __ 1 w W 0z z 1 .e s• K c Z •�I 13 1T N ' Q cn _ V a i�p w O ¢0 z o U) morn I `Z, a a NPU. 22 • I 1 �, W 00 I I - 132 - - -- it 13 13ts First Aid i i 134 Q' I t35J zz i - 7 _ W. Toilet Room. I :Locker ,..............J.. 1ia / -� 133 B Roo V I ,\-, iae I Men I -0 114 h I } IL 137 � O j 13 �: 1 ►n I C I I E *i c f ►- o i _Women ' , �. 1� OG > v b 7<FFG` ioi I I 214 �'Ilffi��P��_ �"�• _ I I 133J o .� I � 1 wa �t.,TFRhI�'"� PRIGS ?'O �ss>•� _�� - -- _� -- ----- - �I -- _- --- -✓ '� �I o>r 2 =i4I II ti,zCiJ L,-T6 See�ar✓17,FuW� L _ H II laic. ` a� >... ..._... i 4 1 N6UL,`rlor4 AS `>PEc.IFi F D I ¢ ,j) 4 - `"tom ca U u, I ELo0►j0ega. 1.x.1 I , ► L 1 E ao V N 1 A E O I -�uncn Room O ro Co z 4 > ll i 1 1 a�Faa�=iat►trl>wa�-wuElV,waaEa l a � -_1 r � �..., you ,•s - V � f _ �a�a _ _ 14 I �-- - 5 M O' a 1FG^ 1a �L .- R Pt,I•rJ a w.r• p�6� ICI Mertll � A\ L 0 to III . IL Zo F 'Ff( CC O aawa�awww -Steri'! - - � O • . . . . , 1 q p U. O � I 06- l ------------- -- - - - -�- -- - •�-�1 (nwi nCyj i n J O r I) p o. 1 i I � I � � Q r �1r40nLi s 51� xq T�ori P�� i� i�1J t�1� �� ���oD�� �'�- _ �ru��•u,l�u.o)Lr II , I North North �� OF L- - = =- - - - _ _ _ - _ _ _ - - - -_ - __ _ � I DATE r� !.EGEND 01 '�°� N I Walls To Be Removed DRAW']BY New Walls - 2 x 4 Studs at t'-4" O.C. with 5/8" Gyp. Bd. Each Face and 5/32" Powder CHECKED BY Keynotes Driven Anchors in Bottom Plate at 2'-0" O.C. �ZSS 1 I I 1 . 6 3/4 x 16 1/2 G.L. BEAM - LOCATE BEAMS TO 16. REMOVE ):XISTING PARTITION WALLS & COUNTER - - Miscellaneous Demolition REVISIONS REPLACE DEMOLISHED REARING WALLS. AND PATCH FLOOR & CEILING TO MATCH ADJACENT 2I -_ _ -_ - I 2. (4) 2 x 4 STUDS UNDER END OF G.L. BEAM. AREAS. REMOVE CEILING GRID AND REPLACE AS `- -- 1 3. (2) 2 x 4 STUDS UNDER END OF 4 x 12. REQUIRED TO ALIGN WITH ADJACENT CHANNEL. -- -- -- - - -- - - 4. 4 x 12 HEP,DER - SEE DETAIL 11/F FOR 17. BENCH. 1 �Urvi�lJ4lTlOt� pia CONNECTION TO CONCRETE WALL WHERE 18. EXISTING BEARING WALLS. - -----_ APPLICABLE. 19. EXISTING DOOR ?0 BE MADE OPERABLE. 5. 3' -9" x 3' -9" x 1' -0'• FOOTING WITH (5) 04 20. VERIFY BOTTOM 'PLATE HAS (6) 1/2" DIA. A.B. MA / I�`l � EACH WAY - SEE DETAIL 12/F. OR INSTALL (6) 1/2" DIA. P.B. . 6. 3' -0" x 31 -0" x 1 ' -0" FOOTING WITH (4) #4 21. EXISTING OVERHEAD DOOR. A 'A• EACH W4Y - TOP OF FOOTING FLUSH WITH TOP OF 22. EXISTING MAN DOOR. ``/ - - SLAB. 23. NEW SAWCUT OVERHEAD DOOR - SEE SHEET A2. 56 P•S•P, 7. 3 1/2" DIA. STANDARD STEEL PIPE COLUMN " 24. NEW SAWCUT MAN DOOR. gILIA SEE DETAIL 12/F. 25. EXISTING 'FRENCH - CLEAN AND REMOVE EXISTING _ - 6. 6 x C D.F. 01 POST WITH SIMPSON ACE POST CONDUIT. -AREA "C" 1 I CAP - EEE DETAIL 9/F & 10/F. 26. CONCRETE WALL PANEL. MACKENVUSAi1 UA A"OCIATES.PC 1NE,ALL RIGHTS RESERVED I _- --_- -__-_ _ _--_ �- - - 9. 2 x 4 STUDS 0 1 ' -4" O. C. WITH (4) 5/32" 27. ELECTRIC DRINKING FOUNTAIN: �'�-r-_-__=_-_ _:-_- • fHf SF DRAWINGS AP( •'II PHUPERI.C1{ POWDER DRIVEN ANCHORS IN BOTTOM PLATE 28. EXISTING G.L. BEAM & POSTS TO REMAIN. �2g P•S.P• AREA d' MAI;IIENP�E-TOAAys,uArESPC 4 �1 ED -'-' - SAI AND ARE NOt NSF USED T RF Par. EQI'�►.�LY SPACED.• DUCED iN AMY MANNER E11CfPi Wiri�'•4 NE 101 . REhi iYEIEXISTING SINK & MISCELLANEOUS /\ Key Plan PRIOR WRrt rENOERM'89iONq M,A PLUMZING AND PATCH AS REQUIRED. " NTS. SHEET 12. REMOVE EXISTING PLUMBING FIXTURES & 5a- - PARTITIONS. L <- Noflh 13. REMOVE EXISTING 3' DIA. FOUNTAIN SINK AND - A �I I PATCH FLOOR AS REQUIRED. 14. 5/8 GYP. BD. @ OUTSIDEAFACCxl ' -4" O.C. WITH OF p��p J -- �✓ /'(� I ^� 15. SECURE EXISTING DOOR WITH KEYED LOCK ` I (STOREROOM FUNCTION) . ����. I.I I �� I��� P�,d•rI North )I?B NO 288822 Permit Set -� Januar 13 1989 I WdUm*lt+Prmi A Slu•a�^I Co.J:Mi r•'.I[ '^ _ �� .� ��. ... ! `' w •• + ....1.... •f+"e 'yE,, _ .'_ r .. -... ' _. a.� _"'+'u"1 _ F - ._ w - - - _....�..r,. ..r+•Yr.�.r rMrr..rrrwr+_�.._�_-.__ . ar ��rw �•r,W+ .1 J.-_ � w r+.>•+++'L'' -A;.; r' w _ ,...-..�..-+wr.rrre�..rr.... r III IrI-IjI III 111 III 111 I I III III III •r 1 III III III III III III iIl 111 III III III 1 I II111I1 III I 1111 III III 1 1 I � 1 I I(i III I�I III II+J I 1111 III IIIIIII III III III I I, , til IIS III iii41i15 lii � ,- i . � . I i-�-�.� � �I �-► I I � IT NOTE: IF THIS MICROFILMED � 1 �+�- _.�_..---_----- -.- �_-___ �---,_--- � __- - _ ;)1 _ .______---�L�----� C • DRAWING IS LESS CLEAP THAN THIS NOTICE, IT IS OUE R,ME -. -- -- - -- - I T - ------ - DRAWIING. rr of THE oRIctNAI f ryp L I L LT. I'I L 4L 1! L L Z ILII L 8T QIT :[ T T 6TT S�I I t�l l'I O�i IB �B �L 9 r9 T11111ml �� >�IuII IIIIIIIII IIIIrIII JUNE ; . . 19 9 0 17 .. .. .,�,..a.fr,f.. .e..r-+.+......a ........-.. .r..-......-..+•..��,N. ......�....w+r�s..war..�,1LIFili�uYilYPRr1i.G;!'6ai�ifW±tr*�.vlwa.+fr.:.:ut:a..I -R�+I�.' dl�/�I� `+. r~, "' tk --_._.. .. _ � _. � '.._�_. __... �. .. .. �, f.. _._ _ ___... + .. ..._... .._.«.. ...�.. .-..�__.-_.._..._. ._.........��..�.-... `= l' ar I � I I �- (z� oti Keynoted FOOTING SCHEDULE - 1 . BUILT-UP ROOF. AV ©AR LENGTH WN)TN DEPTH IiE1NfO11CIN0(ll 7-REINFORCING EW) REMARKS 2. 5/8" PLYWOOD ROOF SHEATHING. STAGGER PANELS EACH BAY. �Y - / ,-,�0 �ri16TIr4Ce FADTitjCm 3. 2 x 6 D.F. 02 SUBPURLINS 0 2`0 O.C. • - l4 I Z4 FIRST (3) BAYS ONLY. �II•T B 5-G u 5-lam 1 _2� rJCo F WTA► 4. 2 x 4 D.F. 01 SUBPURLINS • 2' -0" O.C. 16 �' C GprJT• 1'-b'' 1 '-4)' (9)016 T A' boTford 9Er✓ pET�►iL 'I/G 5 TYPICAL. Z G.L. 3 1/8 x 16 1/2, PURLINS 0 FIRST 0 b (3) BAYS. N 6. 4 x 16 D.F - S.S. PURLINS 0 8' -o" O.C. Q a- o r 1 _ 2�� E 1-4;, 2i_�u ,i-�, (a J+Gj (� 1r GJ cc TYPICAL. L6 d w ��CiST rJ(q Pr�dflrl�a g C) 7 . EXISTING W6 x 15.5 COLUMN. w dis, OZ -(o (p'-lo I -2 8. T.S. o x x 1/4" z ' q' 1�.ala I'- 4" E.x �,?i,.y� F�tlN:r 9. NEW 3`0- x 7' -0" H.M. MAN DOOR SAWCUT NEW _ OPENING. PATCH OVERCUT. SEE DETAIL 7/F LLJ p� FOR ADDED PANEL REINFORCING. F-" z w 2 ISG , 'gyp ����ST�PP1 I I-'�,� hllor OrItF/GTDI� S*',•�.I. csar�T/•GT P�frs tr•TN(F.t� i►'r�V'( 'PT�1 raj 10. NEW 8' -0'• x 10' -0' SAWCUT OVERHEAD DOOR w_ Q z a W- ?!„Ir1TH5 -ge Fwdt42 To CSF PIFFPK-atIT Tf'I�►1 dot OPENING. SEE DETAIL 7/F FOR ADDED PANEL N -- REINFORCING. ZU a L-O . 11 . 3'-0" x 7'-0" H.M MAN DOOR. o a 0 12. 10'-0" x 10'-0" OVERHEAD DOOR. LJ sz t o 13. 10'-0" x 14'-0" OVERHEAD DOOR. Y a 14. EXISTIIu CONCRETE SLAB. w 3 a 15. EXISTING CONCRETE WALL PANEL. Q = v,.N 16. 10'-0" HIGH CHATA LINK FENCE. L) F 17. NAIL PANEL EDGES WITH 10d • 4" 0.C. , a �n - 1 '-0" O.C. IN FIELD. 18. DOUBLE NAIL G.L. BEAM WITH 10d • 6" O.C. , FIRST 81-0" . 19. NAIL PANEL EDGES WITH 10d A 6" O.C. , n��IGE: 1'-0" O.C. IN FIELD. --- 2 IJ'rj (ZFi PF-a;2J' ,:E-j O 20. NAIL TOP PLATE AND LEDGER 0 CONCRETE WALL L \ ) 3 VI ( WITH (2) ROWS OF 10d A 5" O.C. , (STAGGER) . j T/F� •r/bpi tlFt 21 . NAIL FIRST PURLIN LINE FROM EXITING C. ra I-- 1y=►o'/Z" �4 33 2G�'-o' 16 BUILDING WITH (2) ROWS OF lOd • 5" O.C. , LZ'-�� b q� OA 22. (BTASIMPSON HD7A's, (2) EACH SIDE OF EACH p Z�r -O GFFIG� 10 b 1 (,/6ILiP- ) 16 - 3 2 1 __. PURLIN - SEE DETAIL B/F. 28 r _ r r-----1 r- '-� (--' (- 1 \ _� 1 5 23. (4) SIMPSON HD20' s, (1 ) EACH SIDE Of EACH -� 1 ) I _ G PURLIN - SEE DETAIL 8/F. _ I 24. (4) SIMPSON HD7A' s, (1 ) EACH SIDE OF EACH '� ` ---- -- - - - -e - - - I I ' -- - - -�-- I ,� :O i ! '� J PURLIN - SEE DETAIL 8/F. C 'v o p•5•� Iz�� J L -J -J L _� - L - J F, . _ T ® 25. SIMPSON ST2215 0 EACH PURLIN. NAIL HALF TO `' +'/ r ?/�� _ I I TOP PLATE AND HALF TO PURLIN. • J > Co ► I O -T/0&, T/DNI /i!►M 26. SIMPSON ST2215 WITH PLATE 3/8" x 4" x 5 _ / 2�i o'/L" 4' -0" 0.C. . NAIL (5) 16d NAILS TO (f) 5 0 2 loYi" 26-Iv%2" L6'-IO'/ZI �" wri" 1 O \'�� �� � J_ � � I��) SUBPLIRLIN - SEE DETAIL F/F (GRIDLINE 9 C m _ I3.�tt 8'.L� 8'-Co" 8' ° �� I { "O -- ONLY) . 27 . STAGGER PLYWOOD AS SHOWN. •- 28. 4 x6 LEDGER WITH 3/4" DIA. P.B. • 4' -0" O.C. - SEE DETAIL 6/F„ m v 29. FU7URE 10' -0" x 101 -0" OVERHEAD DOOR. N N Y r dw 30. FUTURE 3' -0" x 7' -0" MAN DOOR. U _ 31 . EXISTING DOCK LEVELER. e( 12 �� �\ JI -� �� I�� ?- l j 2� 32, 6"EXISTING WALL PANEL. \ / I 771 I I x j { I 33, EXISTING S4' -0" x 14' -0" OVERHEAD DOOR. C N r I I / I M I / \ l J I i `I -� 34. EXISTING 3' -D" x 7' -0" MAN DOOR. REPLACE 'w Uj 0 1 I / ` I K 6. II,, 14 J / �_ +� - I 35. STEP PANEL AND FOOTING AS REQUIRED TO MATCH E a 4 v1- ?Z/ K__ p 3 J - GRADE. CONTRACTOR TO VERIFY EXISTING (D CI f I, 14 Q p n _�Ilz CONDITIONS. (n r H �� Iq• L r-U - (� n \ '�E � V0 I ��� 36. 6" DIA. DOWNSPOUT W/HUB 4' -0" ABOVE FIN. 7:Di1 \ V �/A Ar GRADE. - Lo J � Co , 37. SCUPPER - SEE DETAIL 71M 4 OF ROOF BEYOND. 8. LIN: A3 h�G�I�/itil I ;0r40. 9. NEW STAIR - REMOVE EXISTING STAIR - SEE DETAILS 3/MA & 4/MA. FLASHING. 41 . EXISTING WOOD FRAMED DOCK ROOF. Ii I G 42. LINE OF SAWCUT FOR NEW FOOTING. cv ?-(P• T' I �-- T/l,�r a03. PAINT STRIPE. ��� s I I t/btu T/6M T/grrl T/�rv(. t/0iA T.�p T/b►� /0 44. 4' -0" x 8' -0" DOUBLE DOME SKYLIGHT. „ I ��_pu ^ 24'-g '' S �''- 6" �1 '$i+c'' Zy-� 45. EXTEND hXISTING DOCK CANOPY TO GRID 9 - 1C 24 - 6 24 g,2 q2 �4J q2 MATCH EXISTING CONSTRUCTION. c _ •� �# 46. DOCK BUMPER - LOCATE (1 ) EACH .,IDE OF Q -�� F- _11 !Gi G?-_. -- - ✓> _ v EXISTING DOCK LEVELER. - - -- -- - 47. EXISTING FOOTING (SHADED TYPICAL) . r :125 4 , <� -�o.S,F __ - _ - --- - - �_ - - - - -- -- L_� I?!o - L--J - -�- - - L ...__j rrCi L- .._J - G� o,� L_ �) LTJ �L- a-"��-4" D v'-o'' 6-8" 6 40" ' All o -� Zy-o 2y-O Uj t i F < rl J IV-- .2 �ew ro►J4?i�U c.?l o /8 ro �6L1 GoNS'RU�TIOIJ EKISTIi�Ici "O C 2 P 1 P 12 aJ '11 oP,; '�8 L, Lw Panel Reinforcing Notes u. A. (7.) 05 @ PANEL EDGES AND AROUND OPENINGS, A 0 EXTEND REBAR 2' -0" PAST OPENING. O 0 ll!lIIIr IIg�� P'-r aL_ 1•Z B. (2) 05 FULL, HEIGHT. IL _ LI _� - _ --- - - --- -- -- - - r. (3) 05 EACH FACE @ 1 ' -0" O.C. . U GY i E. 04 to 1' -0" O.C. EACH WAY Q PANEL CENTERLINE. E. (2) i<5 EACH FACE Q 1'-0" O.C. . v - -- - 1 I r Cor 2R73 ' I CONCRETE PANEL NOTES � `�"°a`` � POPTLANC) ORE GON 1. PANEL ELEVATIONS DEPICT REINFORC114G FOR Fitt• F - =fL -- - - - - - - n a'� TYPICAL PANEL. TYPES N01 M Y PANEL IS �� f, I � I SHOWN. CONTRACTOR 10 SUBMIT 511UP DRAWINGS -7 1 - - - - -- - - '- - s FOR ALL PANELS INDICATING REINFORCING, E:4- - `-1 r- _ - , ADDITIONAL REINFORCING NECESSARY rGR PICK � _ _1 POINTS, ETC. q'I 2. DIMENSIONS ARF. NOMINAL AND SHOULD BE f)l11E FOR W/ PLANS AND ONS AND S l • q, 8� FOR PANEL STIFFS AND l_oCA11UNS ANb SIl.ES or OPENINGS. 1�8 II a I -p S. PRIMARY REINFORCING MAT TO DE PLACED IN L)RnWrd[IY CENTER OF PANEL WITII SPECIAL REINFORCING AS / f IND13ATED ON DRAWINGS IF APPLICABLE. 4. Ai.L REINFORCING TO BE GRADE 60. 5. TYrICAL PANEI. STEEL UNLESS NOTED OTIIERWISE; CHECKED BY A. 4 AT 1'--0" O/C E.ACII WAY lT. 2)�5 AT Al_L PANEL EDGES �SS 2 5 Al ALL PANEL OPENINGS, EXTEND 10 d� 1 D �� /�$ PJ -_ n G p ( y �� '--'-"- T f►J t I FORCING 2'-0" BEYOND EDGE or OPENING, 6. WHEN REINFORCING iS SHOWN iN TWO LAYERS REVISIONS PROVIDE 1 1 2" CLEAR TO OUTSIDE WAIL AT EXIER)UR AN) 3j4" CLEAR TO INSIDE FACE OF WALL Al INTERl01t. E.L 51 M I I I I I S P�t-!t►1r '� !� �r tJ 0 L '1 - � �.►-► 3 I ��� o�rJ�� � � � I I I }Legend . i3 I 11 f . PANNI. NuMft12 o f fP� I%ooT I N1 61 M NI) r - • 1 I I I I I I I I I I I MACNENZ IGHTSFE El"OCIATES.aC I I 1 tYIE.All NIOHiB RE9EpVE0 1:71 I i I �- AREA SHE iE ORA t NOS ANF HE RpU4 4"AO ../ MACKEN'it %Ai10 d A$SOC" Ls qC M I I I I I 1 OU ESAI NDN,NYMANNFP FT 1111 UACE tOWNHGT� aAtOsa wa•t E N PERMtSStON OF M SA "11� ' I - - - - ---- - - - - - - - - -- - - - - -- -- - - - - - - _--` 774- --==� AREI�'9' SHEET _ r i • �+ I- - - - -- - --- ---'-T L.__1� r -r r r lr._- � L---..._. .i L....,..-.. L......-. J L-.- -.a - 4, �r-- A2 I r� / AREA 'D' V ,71 d� OF VI�'1 • I 1-n�� „ Key Plan Permit Set - January 13, 19894 I NYs' 108 NO 288622 N:,IIAmenn Pani A B1u11'1��Co'12M 010 Illi .111";11 III Ill ill Ill I 1111 111 I�If 1 IiI II( III I�I III III III i I III III 'Il III IiI III III I I IIII111 III{I I I I I I ��III I I�-11111 l,J I I IlIl11i III Ili Ill{IlI III I i .� J - - .^_�� , zjil N(1'E: IF THIS M ICROF ILMEO ��� I �+ I „ � � �-_. ----�-- ---- � , DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO It � 1 ' TLIE QUALITY OF i?E ORICINAl. t _ _ $ L3 . >� Tt 8 l T l I l T T 1< 1T I gill 8 9 y r T DRAWING. hill 1111IIIII lilllilll itil,llii lillhlll Illiliill 111111iN,liiili111 iiii ilii{illi � b►IIIIIIIIIII INIIiII{Iililllll IIIIIIIII Illilllli li1114111 IIIIIIIII liillllll Illl�flll lill�lui JUNE y , 19 9 0 .wi..,l,ww i...wcrrst .arr.7.r+;Y�a: . a.w:;:ii.clditlwlrtiYv,.. A�II�S� r, ': """erT'.1"(". 1M► _ ,_, -- `J i 'lot Keynotes Z 1 BUILT-UP ROOF. 0 0 N �Q 2 5/6" PLYWOOD ROOF SHEATHING a 3. CANT STRIP. Q J) ¢� 4 FLASHING Q 5 6 CONCRETE WALL PANEL w G 6 CONTINUjUS FOOTING - SEE FOUNDATION PLAN. _ (n z 7 . EXISTING CONCRETE SLAB. N/rA 8 EXISTINGTURNED DOWN SLAB EDGE TO BE 9 EXISTING CONCRETE WALL PANEL N - 11 < 10 GLU-LAM BEAM - SEE FRAMING PLANr , w o EXISTING W6 x 15. 5 COLUMN. Z G o 6 12 T S. 6 x 6 x 1/4. w v 13. EXISTING FOOTING. r a O a ? 14 EXISTING CORRUGATED FIBERGLASS PANELS TO BE �� REMOVED C,Iq / 15 5/8' PLYWOOD APPLIED OVER EXISTING STUDS - < Q a SEE DETAILS 5/MA & 6/MA 10. RAIN DRIP. •� 17 . DOCK A7..MOR - SEE DETAIL 6/C 18 PURLIN - SEE ROOF FRAMING PLAN. 19 R-11 BATT INSULATION. VINYL FACE TO MATCH CEILING IPSUT.ATION. 20 R- 19 BATT INSULATION IN NEW & EXISTING ROOF (AREAS B" , "C" & "D' ) @ o -f ��5 E "n C o c CO rn = 6. w rn o o T/�- -- tT �-� m Lo • U _4 < u It•1 - � �� Z° � I �� ` 1 , J r`�/ f�t___� ; _ . �� c � cin 1 E CO l a) cc (1)I o I � B-2 N I I IL L v • X - ! �I 21 III X �- � i � I• v O _o T I LL I • ^+s l9 � PURTLAND,OREGON ORAwti 0� .q-1 _ • 41 I r — — — -- — - — - • - -1• --- -- — -- - © REVISIONS -- — II 6(� I I� � 1 i7j' • J• � � • • I � e1 MACKENIIEMAITO.A&SOCIATES P� TON AL'.RIGHTS RESERVED 'A`f ;IRAWINGS ARE THE PRt Pf RI. � •'A'"F NZIE SAITO S ASSOCIATES.PC IMr .A AND ARE NOT TO BE VSEO OR REPO 'U1,f D IN ANv MANNER ERCEPT WITH?HF °RIC'?Wt11?TEN PE RMI SSION Of M SA 22 �'` L�L, J� C�j i O I� J �'A L�I.., ��✓�/� D SHEET • A� A3 • c)E - WelAPermit Set January 13, 1989 "" 288822 mMt•P-1 A Slu.onnl C.A1�M �•�—f - � t ti � ti�:: -yyI/ i� � T�9r, , ..... y .-••'.y' :YYf..! ,� .r.I�P / � ?„-y„�; ..yw.� Ev,�,.,"y�. . r..-..tr,..a.✓.�k. ...�,..,....�+�. . 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DRAWN B F— Lr � �_ Hk CK[..D BY _ - _ L a -_- - - -- IT•o.w!, - I I n o T,O,&' �I �y1 I L I I yI MACK ENZiFSAIT(S ASSOCIATE' r�fi Y"�W -- .,��.. `•/ I '� I/'YL{I 19M ,LI RIGHT N S ESFRVEL -ro �T��!oR �fJSJI. !o p !7 .�,,,•,� . '-'i'-�'' �-for►G� F!I`f IS N 5-+'STE}.A oN E•xi5T1 NG v" :` ,. ,°, ,; A4 S OF .v n �ne nn��{Bueo•nn Gn A7?!S '�_ Permit Set January 13, 1989 JOB NO 288822 ju NOTE: 1F THIS MICROFILMED 11 I I I I I ( I I 1 4 I 15� I I j� 1. .I r h 1 I ( I I I 11 I I �+�M•'a... v l� • ORAN1Ki 1S LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL " DRAWING, t 1i r= �_ �t a Tt� II Z Z T L [ T [l 1 B B I L—�Y 1 r 4 ii i auliiii iiiiliiii tiiihii► '111111111,11111111►iiiilil1 uuliiii iiiiliiti uiiluii i��ll�i�i iiiili�u Iiia iiiihui iiiili III ii�il �liii�iii�l�-�i�i�i iiii iiiihii��ii���iu��►ihliuiiiilii►i�ii�l�i�i i���lh�ii��i�l��ui�i�il�ii� iYiiii so JUNE %9 ,7 , 1090 ... ,AAAA....n,,,.o,. ..aIK�K�Mn«+,.ANAs..«•—_____.__-.—.- -_ w....w._.+..+.wr..�.e..sni.r....�.w._...a .�.. r�,..,,.raw.w.... .,•.w,...rwa�ie.w,.•+an....:..,neru.rtlmel'Wvrc•35"v7'idrIf..>3.".'itRc_tf._ui1EY:n_9.r.,. . ..i. '1:,. .. .r U. •'MPfv"uR�...x• •�A�»• -0 _.�+i . `RK"'gl` r. _�.�.���� • . ... ^ L �... AAAA � - AAAA r'.-• .- .,., .. .. _ 1 '!!P ...__._AAAA.-.. ..� . .. ...+-._-.,.. --_ �_ ..r rt✓s , r ._ _ _�_ ..�'. . ..,.. ... �A�Ai�1LP»d.is-.Gfl�.t„i....�fY��.n.•YY,y.'WY. 1 j i DATE CHANGE -� r , -'IRDv De A"45b 2 Lw IV,A • - UFR GE „ l 0 i Ct��'pERI jP 'ni f Z.. V a '�4• -, ' / --- I 2\ WL I. C=l 4it �►' .% wv�Z� _ r�c- W 21 IV A 41 1-7 - • ww" f F• c X _ --fir}--W --1 STING FD Z W I z -�-��J W WATER PIPING -- WOMENS TOILETS �_._ �! �Ew �,�� eRa,- _e 14 SCALE: NONE 11 W BIZ, ►-w O 'r EW ICES � •�,\ I I , • �4_4"D♦ vA_� MA ` (VEeI_-elf � z_� vvs J 1 or ll I I I WATER PIPING MENS TOILE,I,S -- -:, _ 1, I �� �� �-+- -_�....I��...� -►' . i i{!,I -- ____ �/ � SCALE: NONE - I ! �i I I i I PLUMBING NOTES: L 1. VERIFY I.ACATION OF EXISTING, 4"W UNDER SLAB. - — '- CONNECT NEW FIXTURES TO EXISTING AS REQUIRED. j 2. REPLACE (4) FXIFTiNG FLOOR-MOUNT TANK-TYNE WATER II CLOSETS. CONNECT TO EXISTING W, V. CW AS REQUIRED ` 3. CONNECT 2 1/2• V TO EXISTING VTR. VERIFY EXISTING SIZE AND LOCATION, PLUMBINGSCHEDULE -�� 4• CONNECT TO EXISTING CW MAIN. VERIFY LOCATION. PROVIDE NEW CW IdANIFOLD IN PLUMBING WALLS AND i CONNECT TO NEW FIXTURES - SEE DIAGRAMS. SYMBOL FUTURE WST VENT H.W. C.W.. TMER REMARKS WC-1 WAT'ERCLOSET 4 2 - 1/2 2109.600 CADET W/OLSONITE - STANDARD R.I �- --� 095 OPEN FRONT aYHITE SEAT. WC-2 WATERCLOSET 4 2 1/2 2108.600 CADET W/OLSONITE LUNCH ROOM PLANUNDERFLOOR PIPING N LUNCH ROOM PLAN -- PLUMBING -HANDICAPPED �__ /DS OPEN FRONT WHlllr SEAT SCALE 1/4- 1'-0- TM SCALE: 1/4' _ ,'•-O" L-! LAVATOi','v r 1-1/2 1-1/4 1/2 1/2 -� 0373.027 PENLYN; 7723.018 CRID -� --{ DRAIN; DELTA 515 FAUCET, - UR.-1 T URINAL 2 2 - 3/4 - 6501.010 WASHBROOK; SLOAN ROYAL 166 FLUSH VALVE. DF-I DRINK =OUNT. 1--1/2 1-1/, - 1/2 ELKAY EFKC-6-CD REFRIGERATED — .�— _ HANDICAPPED Ss SERACE SINM. 3 2 1/2 1/2 '7400 20 FLOORWF LL; -745.011 ------ �� FIM GUAND; CHICAGO NO. 897 FAUCET_- �_..... Imo— _......Y......_.�...._._._...__.....-__ _ r t APPROVE-13 CONSTRUCTIC)t,! CITY OF TIGARD "Thihe prop- P`Rf:'lIT int c� � � (�� dr / C/ ertysofrFullmannConp.ny. Ilttls sub- 0 ��I_ .SITE ADIiRi_5" v effec- tuating a sale and/or lnstalittlon of t' This drawing a-d ell reproductions thereof are to be lamedlately return- ed eturned upon demand by Fuliaun Coe, Any. Any other use, reproductlm or dis- CIO re _ r Ek)WHIM consent oftfullmaneCo. islprohibited.* �\�d�e�:of9��r--� PLUMBI�'� G PLANS Siemens-Allis Building Remodel for APPRCyVED NO. DATE BY DESCRIPTION OF REVISION DtSI'GN �r✓A.�, JOE N0. 8`'IOIS SESW � 1 SHEET' NUMBER np� ME:CHANICALPLUMBING SCHEDULENIT - - -- DRAWN DIVISION PIPING DIAGRAMS 1Q385 S.W Cascade BoulevardDRA & Sdwimw "' h'�•�•-_--� �,a� CheCKED `'�;�� �.� Fut..rrtcY-t ctamr*c-Y-w D11TE TO NO. Seat!le Palo Alto Portlancl �(qH G� Tigard, Oregon - -_ — --- ,�,,.�,,.t.„. •en.W.woof;'*an 0.0"f7n..nc. w. DA ' ' Ill 111 Ill III III III ill I I III III IIIIT I Ill II. III III III III III III III III III I I III III !ilii I III Ill Ill I I i I � I I�I I I hl:, 'II JI,JII I'III III Illllllllll III III I I "t'� M � TE loll " 51 l ilii illili4 �, NOTE: IF THIS M.CRI.'FILNE7 ' DRAWING I5 LESS CLEA!? THAN THIS NOTICE. IT IS DIT, TO THE QUAL,TY OF 1TE 0R1',1NAL --CT—_ — DRAWING. 0111 £ 4Z �Z L T��L 8i lei, I1!I111112111111112111llllll IIIIIIIII IIIIINI1 III VIII IINIIIII lilllllll NNIIIII IiNlllll 141411NI r, I!�I IIIIIIIII llllllul ullllla uiui� 1111 i ll u�llllr Illllllll Illllllll Ilull!III�IIIIlIuI111I lul u11111u11u1 IIII Iu111u1 u11IIIlI Ilulllu IIIIrII1 JUNE Zq ��i ) 1990 � t a• a �.� . ,,,•.._.....•....wtw..n,...+re■r.�..�,w".M*-+,.n..�.......,.....�,•,.......,..w.—__—_ ____ �....�-.-._•. ...,.....,-..�..�,�,�.,,r,. _ ,.wr...�...-.�...r.+.. .,wyw�...-+.�,..a.uew++a�«.waa�:urfaur.. t4d�&' iarita..ac7�+�wrnt.:JiMr.�a.... .;,..anti" w`n�Pi�-�4�w: .-. ... _ - �.: ` _. __ _. _ � �� , +. !._ .1 • ,�„�I�f:M1:o:TM' � ..�I�y.�_ W�ti. .._u�n�'I...1�WBI�4.,. _ _. _.--.___— _ _ .._.. .. - �` CHANGE - +!Al== --— . J L' �1� � <K/1 OK� J Y I I I NOTES: • t REMOVE EXI` iTNG fiG MGUkTEO GWLIES. REPLACE — — --� ,--- / _ I -. __.._.. -T i --11-•� - :1114 KAU(%R 6WV UOU6L.E DEFLECTION GftKILS i1"�'"a"•°" WG•' ^a'i'Of�¢I YLADE 11"e6" SIZE; CONNECT ® ` Ti'��T a DIA. SUPPI.� RU1ttlUT i)UCTS O I I l I 2 TYPICAL ALL CEILING SUPPLY DIFFUSIkft B TWNUE I i REMOVE EXISTING PERFORATED OIFiUSp. TALL , KRUEGER RS00 SERIES PERFORATED DWI USER; 2441 LAY-MI TYPE IN U-BAR GRID CEIAGS; KRUEMA - — 1100 SEAIIE.S, FRAM 22 61 HAM SURF ACE 3tAn'_1 SIZES AFTER xr TC"T r=�-. _.. x Z CA 1 OL as E GONNCGT 'rD e'�(� x r I 1 I 3. REMOVE EXIST" CEI M0 RETURN AIR GRILLES MIS TALI I i 30)C1 Z.G���G �•IQE tt __ �/ __ __...- _-1' l-' NEW 24124 PWORATED PANEL RETURN AIR CONNECT 1 TO EXISTING Rf_'TURN Alf, DUCTWORK. ?x>x1p MDVe �I 4. ENSTMO EXPOSLO RA tx,C7 RISERS 10 REMAIN EM71NG - I�QA CxIt L+Ir � 2d,c14 p� � f I ItA 40ttb � RA fBIIIES 70 REMAIN. � �.OGR. --- u E614 •(�,KA•T''E ( A.J (I — -+� nOW--- - r I S. TREPLACE IIf.1tMOSTATXT101G OSA-- TYPICAL OF 'S NEW M1/iE ITO p1MOVER /L ,��i 6. REMOVE EXISTING CLG. E44AUSI FAN. INSTALL MOAN MIODEL 361 CEIrL►NG EXHAUST FAN; AP/ROX. 140 CFU 1 1/i' SP HARE TO EXISTING LIGHT SWATCH I © LZ------ - U I �( l RA XW' ® , I 1 RAX 2A. a"r}'e nuc- O�� � � _.-. _I ��V I I �ow . I 1a It.A 4 i I 2 DIFFUSERS - --- I E.2. a BRANCH )VCT DIF'USER �— rM SIZE SIZE .dZE 3 F �O 44" .,. MnRK TYPE REMARKS � ! MAX CONN NECK. � v\j � (�t--=------ ___ �-' � I � ��� - �•>�c PERF - 6X6 VERIFY 24x14 -_ __--- __-, LoCw C PEW -- exe VERIFY _ 1024 I I I I (3 NOS IAP i I O I I I 5cE �� NI-3 J FERE 6X6 VEIMFY 24X24 I r. f E� PELF — axe VEIOFY 2024 o r ;o IJ1 V U — I — I F eERr 240yOTC ,Z i P etre T4 15tr1S SURFACE MOUNT SI I IV scra40 e J VEAifY EXISTING OIFFUS,ER NECK SIZE AND SELECT NEW DIFFUSERS TO MATCH. LI ' 4 �-- Y. GRILLES ` 20-AW PuuT 2& RA MAX GRILLE &RANCH DUCT MMI( REMA TYPE CFL SIZE SIZE RKS _--Ij `.% SUPPLY - 12A VE11-Y REPLACE. EXIIST. GRICA F G SUPPLYI 300 , 1 2xe .2tse EXPOSED DUCT rH , t U 1S.'P'PI.Y - 4d0 20stQ 2Cx6 FACE OF SOFFIT 0e0k � � ► I 1 ORETURN 1400 22x22 20102 PERFORATED Ex►AusT _ MoD Iexe •oalo � . PFOIATED171 i l ,� � \ .- _ _ •.Y �L /rT® NOTS T 2A-7(;2k ` Nc, E 4• •T" p CAL. Q C ® o - ,r �u TE 3 G I A 1P C.AL. + '�. qx vlo (VE I ' NA'�•. + 1 'T�'I'IvAV /kLL O � TYP�G4I. ALL - - _ I f TTOFFICE '— FIRST FLUOR PLAN — HVACTNTHAL OFFICE — SECOND FLOOR PLAN -- HVAC SCALE: 1/e" _ V-0' SCALE 1/e" - 1'•-0• I /Ile _ In fe 89r4•�.Z /036S• 'w r -,:,u1 v c/ ..._• ' *This drawing and design 1s the pro►- /7/ 4 arty of Fullman e+y. 1t is fug i —'—' -- /'/ 'Cleo � �,F• Cy altteA solely forr ththe purpose of eftte- - -I-- of Ihetpftthan desland/or by roimanlC mptiy. , ' 9 Y deD Y• This drawing and all reprodtr tlons thareo' are to he lemedlately return- I ed upon demand by Fullman Company. ---- $my other use. reproduction or dls- clowre without thr eaprass written consent of Ful lown Co. is prohlbltN.' APPF70VE0 NO.., DATE BY DESCRIPTION OF REYISION DESIGN LVA r� JOB NO. F-{9G I r Cn%=SW ��0.��"& Siemens-Allis Building Remodel for .. Cs+n�to44 OFFICE FLOOR '� T ---- - -_ -_ -- - DRAWN I OOH GFCHAONCAL SHEET NUiIBFR PLAN S — HVAC - -- -- _ _ -- _ - F,.,�.�T C0nV, b_VW �- j,1b:r \Y , / 10385 S.W. Ca9Celde CouIeverd CHECKED WACI rae A,4,s,~ar a,r,...f,,�.1 Seattle ,pilo Alto Pbrtland '�l,/IN� Tigard, Oregon � DAME ro No. I - ._. f.l 1 t t,Ml+Oa 1,R!f r,MD.D.f{q01{1!111 _r DATE �-�J 3"1 r _ 'Alalaaaaaaald 1 '' ( ..' >?iYiG. '1 x .._ .tip.^ '+fW'i TM' • .,k, ' •��:..,...alias .,_;nyw, '11A `f''_•��'i4owoll,. ��: • .+ ° ".ARtt! i 'a d :1.:x.1►' . . � ..- --....,r ,.a.�w.. _ - .w•. .. r ^JL - + IJI�II! 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W000 WAFTER 1 ` n` NAIL , COUNTER FLASHING 64 L �. la ROOFING FELT r,l' i� ROOF DECK /7% 14 7777, Idle }' ! t RIGID INSUL A TIOr: CANT STRIP 0 ® I I I 14W A/C t ':�1IT CURB DETAIL z� I1 '1 ANO SCALE J ;. Z A N I 'P r PRODUCTION AREA FLOOR PLAN - HVAC /- ROOF ROOF EXHAUST FAN SCALE:I/ie' - 1'-O' SEE SCHEDULE FOR SIZE AND TYPE LTTNCH ROOM PLAN -- HVAC SCALE I/0' - 1'-0' r FASTEN FAN TO N TH 2X12 TREATED WOOD CURB. FANSSEAL FLASHING at f -{TACK DRAFT pft"111 -m MAY FAN neRAT1vN ISUTATION MOTOR COUNTER SLASHING. ' DAMPER MMM SERVICE k LOCA? M FAN TYPE CFM STATIC TOTAL fPM RPM TYPE DEFLEC BASE -MIN RPM VOLT PH -GPS COCK BRASS (U.S.) ' J -ROOF DECK IRAN BODY GALL VALVVEE ROOF Ef-1 TOILET ROOMS ROOF 590 1/2 - 1160 _ - 1/4 1760 {20 1 - LOCK-UP TYPE U_2 - LUNCH Rocs RWF / 1/2 - - 940 - - 1/4� 1760 20 1 INTERMEDIATE - �f Y. floor -_I _ REG. _ y GAS COCK BRASS - APPLIANCE �� - REROVIDE OU1REpARC'1.FRAMIN G AS -- -� BODY W/ PILOT TAP. REGULATOR S.M. EXHAUST DUCT SEE PLAN FOR SIZE 1 UNION r - -UNITS i ROOF EXHAUST FAN IjETAIL. ROOFTOP H , AC NO SCALE EVAPORATOR CONDENSER COMPRESSER HEATING SUPPLY FAN - EAT DEO F LAT DEG F TACTIC EAT INPUT �T- RfMARKS �t��`t ✓ -�► t+ f MARK SERVICE k LOCATION CFM PRESS DEC NP VOLTS r'tl KW Vf)1_TS PN MOH PUT 8HP-MIN N.P D9 W9 D6 WB MW 11 QQ \ LUNCH R0011 (2j 460 3 10.5 460 3 125.0 99.8 1.15 - 1 1/2 l l lt, 4% ACtl--t ROOT 2930 04.1 b9.1 59.6 56.1 ().?5*?S• t5 1 2 PROOIICTION AREA \ A ACU-2 ROOT 4000 77.9 63.6 58.0 54.1- O.Y 95 112 460 3' 12.0 460 3` 1540 113.0 104 1 1/2 TYPICAL a 4 / I BURNER _ PILOT REGULATOR - PRODUCTION - - - - (2 - - -- --- -- - '7 DL.EG �, �� I WHERE RFO'D. ' FUTURE 4000 77.9 616 56.0 19.1 O.br 9f 1>2 480 3 12.0 460 3 1Ss.o 12J.0 1.04 1/1 TYPICAL Of 2 i ­ ACU-3 ROOF ___. - -- PILO T SHUTOFF VAI.VE - STORAaE/5►uPPn+G -- -- 1 LENGTH OF NIPPLES F ACU_4 ROOF 3730 77.7 64.6 56.1 '34.4 O.Sr 95 2 460 -J 12.t 460 J 231.5 163.0 - 1 1n T�1'ICAI Of ! li v 'j� 4 k PIPE DIAMETEP FEST FITTING 1 r - kOUTOF REGULATOR. ------_---- _ MIN EER 6.0 MIN COW. E 7*MCY (FULL LOAD � Win /� •Thi i GAS REG PIPING PIPING DETAILL . .r.al11 W, e! -_ _ - -- _ _ - ------- - --- -- -- _�.--- -- M 3 td.th . .. w A"Wer -^ �- nitttl .alel fm' the within d"110NO SCALE This drering "a •1 . thereof m* t! be Any other Yfe, r Closure without t ^�--` consent of fu11mA Cr. APP.IWED NO. DATE BY DESCRIPTION OF REVISION DESIGN `IvAC� JtJB " " t�E�PRI _ Siemens-Nlis Building Remodel for "" PLANS I1VAC oow MECHANICAL �°5�20INE S ENTR0L 1 DRAWN V DIVISION DETAILS _ -- i ------J- - ( n , --_-- CHECKED W'�1.� �,JIt Lincln coFT,v�rw "feonf SCHEDULES 10385 S.W. 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