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10925 SW GREENBURG ROAD-3 1 pyo - / 4 - 0 � �ull�i y �uf�.iC Ma:w ra �wt�/7Ae� .` ® 0 r o ' IP 00 i I , � I I /2-0 -Y ' flow /1 T� )-'Yim -go y p + - I _ 11 �. I Imp— k N r I Ar 1 Neal 'Z/.Z° (sF4r) N a .StC Rser S .f. �n y psF TIGARD [ Y All Ha �qc� ..... /3 . ed.............:...... Gond-gonall o ro",s J Scribed Ir'' 3 0" For only the PERMIT N see r . 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I.►! i►ll IIII IIII ILII I Ir IIII f I I � i III IIII llil�l�ll l Illll�l� �.11l l�il�llll till l 111 .111_! l� �1.�-Ill 111 llll IIII��Ii , - 120'-- - -- _ 24� __ -- - _ - ---24' __ - - --- 24' . - __ _ _ - ----.-24' - _ -24' _ 23'-8" 21'-4 1/2" - 22'-7 1/2'0- 33'-9 3/4" -- -- 18'-6 1/4" EACH BOOTH WILL REQUIRE. 1 " 1'--5 3/4" 3'-3 1/2" '-0 /2' '-11" '-1. 1/4" '-6 3/4" '-i1 1 4" '-11"6 1. AT ELECTRICAL DROP LIGHTING WILL 1/4" '-11"--- / REQUIRE TWO 110/277v, 20/10amp / r--. -I - _e. CIRCUTS 2. AT ELECTRICAL DROP THE MOTORS WILL REQUIRE 208/230/460(575 OUTSIDE THE USA), THREE PHASE [�4 SERVICE. FOR TWO IOhp MOTORS r 1 1 _ z ( � I STANDARD, OR FOr? TWO 15hp MOTORS. q2L613 M �, "' �' 3. ALL ELECTRICAL CONNECTIONS SHOULD < T I I BE IN ACCORDANCE TO NEG (NATIONAL � ''� -` I rt ELECTRICAL CODE). VERIFY COMPLIANCE `'� - OF LOCAL CODES WITHIN THE JURISDIC- I ISI OZ TION OF THE INSTALLATION SITE. 20'-9" 24'-3 3/8" - 2T 27'-y5 5 8" " 4. ALLOW AN ADEQUATE CLEARANCE OF' 3' Q °d `O -6 MINIMUM FROM ALL SPARKING ELECTRICAL bbA Q GARMAT 99770 EXTENDED COMPONENTS, TO CONFORM TO NEPA (NA110NAL S� Q_ FULL DOWN DRAFT BOOTH FIRE PROTECTION ASSOCIATION) 33, 95 ED., I �I x iry SECTION 4-3.4. O _ 5. OPTIONAL REMOTE CONTROL PANEL 70 BE IIF- 11 00 PLACED AT ONES DISCRETION AND NOT TO 111) 1 BE WITHIN 3' OF BOOTH OPENING, IT ;., �i SHALL 6E IN COMPLIANCE TO THE LOCAL r� Q --------- ---1 JURISDii,T!nh+ CF THE INSTALLATION SITE I � GARM A� 15'-11 1/2 2U'-6 1/2- . Is ia- aasr. `* 6. COMPRESSED AIR TO THE AIR INLET AT Uj VESTIBUL` !�. THE CONTROL PANEL IS TO BE TWO TO T. o f . THREE CUBIC FEET PER MINUTE OF AIR AT W I 6 A9 1 r 60 psi MAX:MUM. ONE MAY ALLOW AN EXTRA G RMAT 99945 4 NINE CUBIC FEET PER MINUTC FOR FINISHING I 11�►W� PIP, 1 - " P IN T MIX ROOM ` APPLICATIONS. Q ✓ ,a� 5 3,8 M 7. SPECIFY BURNER SIZE (CIRCLE ONE): 1,000,000 OR 1,500,000 1/8"typ. \ '�' Vl 8. AT GAS TRAIN INLET A GAS PRESSURE OF )II 1/4 psi IS REQUIRED, A GAS PRESSURE OF 1/2 psi AT THE GAS TRAIN INLET MAXIMUM. 00 GARMAT 99770 FULL ! ` / 9. LEVEL FLOOR +\- 1/8 " DOWN DRAFT BOOTH » ILI' ALLOW ADEQUATE SPACE AROUND BOOTH 24'-3 3/8" 30 -1 1/4 r- 24 -4 3/8 20 -6" FOR CLEANING AND MAINTENANCE, IN 1/8"typ. ACCORDANCE TO NEPA 33, 95 ED., SECTION t 3.3. i w 11. MEANS OF EGRESS TO CONFORM TO NFPA 101, I I I Q LL 94 ED. I Z b�Was 12. A MINIMUM CLEARANCE OF 20' IS REQUIRED FROM O --� ,� �� Q� FRONT OF BOOTH TO ANY WALL OR OBSTACLE FOR i I Q V I ,�,, ,� / , 1�' / OPTIMUM TURNING RADIUS. QDUCT WORK TO BE (� ' V��'�� r , Q_ Q t~ 'Q 13. HEIGHT OF BOOTH 10 -s 0` N w U Gpr' �� lINFIESTALLED LIED AND BY OTHERS. !'� ^ 'G 1/ CK W O � (Gy ti� 14. PROVIDE FOR UNOBSTRUCTED EXPLOSION DUE TO MECHANICAL /a I�U RELIEF IN ACCORDANCE TO NEPA 86, 95 UNIT LOCATION IN ED. O N LO = M RELATION TO THE 1 15. AN APPROVED AUTOMATIC FIRE EXTINGUISHING BOOTH CABIN, AIR N r�� - I OC i SYSTEM SHALL BE PROVIDED BY OTHERS. FLOW WITHIN THE 6 6 Q N BOOTH CABIN MAYUj =� Z O BE AOVERSLY EFFECTED. \\ x IT IS THE INSTALLERS \ `� lX Q_ RESPONSIBILITY TO v I I O CORRECT AIR FLOW S DYNAMICS WITHIN THE � � LEGES I g BOOTH. \ ELECTRICAL DROP Li ` \ J M MOTOR LOCATION I I ® AIR INLET \ / AIR FLOW TO BOOTH PLAN VIEW M5 1 -5 5/811'4 CABIN FROM MECH- THE PAINT MIX RO,Qly WILL REQUIRE: ANICAL UNIT 23'-9" 18'-3 7/8" 1. AT THE ELECTRICAL DROP THE LIGHTING O GAS TRAIN INLET WILL REQUIRE:ONE 110v 20amp CIRCUIT, MOTORS REQUIRE: 120v, SINGLE PHASE SERVICE FOR ONE 1/2hp MOTOR and ONE 12" EXHAUST DUCT 1/4hp MOTOR and SHOULD BE CONNECTED for 24 HOUR OPERATION, SERVICE MOUEL 10580 14. ENSURE THAT BUILDING STRUCTURE CAN SWITCHES SHOULD BE SUPPLED AT LE STRENGTH SUPPORT A COMBINED TENSILE MOTORS. DRIVE THRU, FULL OOWNDRAFI" STYLE WITH 6 CEILING FILTERS, 6 CURTAINS, 6. COMPRESSED AIR TO THE AIR INLET AT OF 2.500lbs PER UNE OF SUSPENSION I ` h and GARMAT HMA. THE CONTROL PANEL 15 TO BE T1iY0 TO POINTS, (2 TOTAL), LOCATED AT THE PREP 2• THE PAINT FAN (1000 CFM)EQUIPPED PED �D �. THIS PREPARATION AREA W11.L RECIU1 ;. THREE CUBIC FEET PER MINUTE W N AT HANGING BRACKET LOCATIONS. SEE 1-EXTRACT FAN (900 CFM), � � 1 _ cj 60 psi MAXIMUM. ONE MAY ALLOW AN EXTRA M' 1. AT ELECTRICAL DROP LIGHTING WILL NINE CUBIC FEET PER MINUTE FOR FINISHING DETAIL A - 1. 3. ALL ELECTRICAL CONNECTIONS SHOULD REQUIRE TWO 110v 20amp CIRCUIT. APPLICATIONS. 15. CONSULT ON SITE STRUCTURAL BE IN ACCORDANCE TO NEC (NATIONAL 2. AT ELECTRICAL DROP THE MOTORS 7. SPECIFY BURNER SIZE (CIRCLE ONE): ENGINEER TO ENSURE BUILDING INTEGRITY. ELECTRICAL CODE). VERIFY COMPLIANCE WILL REQUIRE 208/230/460/(575 1,000,000 OR 1,500,000 16. INTRINSICALLY SAFE PREPARATION AREAS OF LOCAL CODES WITHIN THE JURISDIC- OUTSIDE THE USA)v, THREE PHASE TION OF THE INSTALLATION SITE. SERVICE FOR TWO 15hp MOTORS. 8. AT GAS TRAIN INLET A GAS PRESSURE OF SHOULD FOLLOW ADEQUATE SPACING 4. THE LIGHTS WILL BE OPERATED BY 3. ALL ELECTRICAL CONNECTIONS SHOULD 1/4 psi IS REQUIRED, A GAS PRESSURE OF REQUIREMENTS SET FORTH BY EXTERIOR SWITCHES TO BE PROVIDED BY THE BE IN ACCORDANCE TO NEC (NATIONAL 1/2 psi AT THE C�A5 TRAIN INLET MAXIMUM. NEPA 33, and NEC P.70-477, FIG. 2 CUSTOMER. r ELECTRICAL CODE), VERIFY COMPLIANCE 9. LEVEL FLOOR +\-• 1/8" OF LOCAL CODES WITHIN THE JURISDIC- 5. AN APPROVED AUTOMATIC FIRE EXTINGUISHING Greenbury Rd. 10925 TION OF THE INSTALLATION SITE. 10, ALLOW ADEQUATE SPACE AROUND UNIT SYSTEM SHALL BE PROVIDED 13Y OTHER euPss ooz5a,euPsd-ooz�1 ' 4 of 13 FOR CLEANING AND MAINTENANCE, IN -1 /2" ALL THREAD 6. THIS PAINT MIX ROOM IS DESIGNED AND IS TO BE COMPUTER DRAWING PRODUCED FOR- 4. ALLOW AN ADEQUATE CLEARANCE OF 3' ACCORDANCE TO NEPA 33, 95 ED., SECTION INSTALLED IN ACCORDANCE WITH NFPA 33, 6--3.2 KADEL's TIGARD AUTO BODY MINIMUM FROM ALL SPARKING ELECTRICAL 3,3, RAFTER PROFILE 0 SHOP DIMENSIONS BASED ON BEST • COMPONENTS, TO CONFORM TO NFPA (NATIONAL GNkMN0fUSA 11. A MINIMUM CLEARANCE OF 20' IS REQUIRED FROM 7. THIS PAINT MIX ROOM IS TO BE AT LEAST AVAII.ABLE INFORMATION RECEIVED 1401 W. STANFORD FIRE PROTECTION ASSOCIATION) 33, 95 ED., 6' FROM ANY OTHER SPRAY AREA • DISTRIBUTORS RESPONSIBILITY: ENGLEWOOD, Co 80110 SECTION 4-3.4. FRONT OF UNIT TO ANY WALL OR OBSTACLE FOR -VERIY EQUIPMM MODEL NUMBERS IN PH# (303) 781-8802 5. OPTIONAL REMOTE CONTROL PANEL TO BE OPTIMUM TURNING RADIUS. PREP HANGING BRACKET 8. THE ENTIRE ROOM IS MADE OF 20ga DRAWIN3 WITH EQUIPMENT ON ORDER FAX (303) 781-2683 ' cr STEEL, DOUBLE SKIN CONSTRUCTION -FINAL LOCATION OF EQUIPMENT PLACED AT ONES DISCRETION AND NOT TO 12. HEIGHT OF UNIT WITH IS 12'-5 5/8 k� COPYRIGHT 1998 BE WITHIN 3' OF UNIT OPENING, IT -FIELD VER)CI+WG ALL DIMENSIONS SHALL BE IN COMPLIANCE 13. AN APPROVED AUTOMATIC FIRE EXTINGUISHING „ ,. 9. HEIGHT OF THE PAINT MIX ROOM IS 10'-10" VERIFY COMPLIANCE v►ith ALL NATIONAL and LOCAs, -- E TO THE LOCAL SYSTEM SHALL BE PROVIDED BY OTHERS. 7/16 x1 1 /2" BOLT 10. GRATES WILL BE PROVIDED FOR ACONTAINMENT -CODES within JURISDICTION OF INSTALLATION SITE �'L status scale JURISDICTION OF THE INSTALLATION SITE. AP� FOR INSTALI,00N ND.FIN SOLD 3/16'=11 DETAIL A 1 �t Yp ) " TWO ©rrll�iDED UINGTH 10580 PERPARATION AREAS cost` sheet dwg no. -' 11. LEVEL FLOOR +\- 1/8 ' ONE ExTII»NDED 997'40 FULL DOWN DRAFT BOOTH 012 A IFSOIc'AO ONE STANDARD LENGTH 99770 FULL DOWN DRAFT DRAWN BY, size sr' v date �_ - ---- -- - 1BOOTHa ONE VESTIBULE AND 99945 PAINT 1147( ROOMI CAROL NELSON D 0 7/1/98 NOTICE: IF THE PRINT OR TYPE ON ANY 11 I III I I III III III III I I IIIIIII III I I I I I I III III 111 III I I III I I III III III III IIIIIII III I I I I I I III III III III III III I I ; IIIIII i I I l 11 III III IIIIIII III III 1 1 1 1 I IMAGE IS NOT AS CLEAR AS THIS NOTICE, IT IS DUE TO THE QUALITY OF THE _ _ No 36 ORIGINAL DOCUMENT jj C F((z eIIZ LlZ - 9lZ Z b,Z EiA L -t6 oZ I f3I Bt GI 'ei Ei zi 6 (IIIIIII IIIIIIIII�IIIIIIIII�II!IIIIII� VIII I III '11 II ► I f I II � IIIIII III I I�I IIIIIII�I I�I�IIIIIIIII�II IIIIIII III�III + I II � 11 1 i III ) IIIIII►II11 �I�II�IIII�►1111111��Illllllll111111111�1111i111.�1 IIIIII I fll I�� fill III�I Illllll �llll II III�L_ll�l l�ll�llll IILIiJ.11lll �lll.11lll 11111111L�I�I�II�NIII I - 120' - 23'-8" 21,--4 1/2*--- 22'-7 1/2" ---33'-9 3/4" --- 1$'_6 1/4" EACH BOOTH t1ALL REQUIRE: I 5 7/e*, - I I _I 1. AT ELECTRICAL DROP LIGHTING WILL 1'-5 3/4" 3' 3 1/2" '-4 /2" '-11"- •4'--11 1/4" ' -6 3/4" '-11 1/4" ,-11" REQUIRE TWO 110/277v, 20/10amp CIRCUT-6'--3 1/8' -11 1/4` '-11" -�• REQUIRE Wig• nu \ I - M I w•� F't �`� 2. AT ELECTRICAL DROP THE MOTORS N M I I ' WILL REQUIRE 208/230/460(575 -1 I M OUTSIDE THE USA), THREE PHASE 00 ! b SERVICE FOR TWO 10hp MOTORS I ( ; I z ' _ STANDARD, OR FOR TWO 15h MOTORS. -- i ( ) i e <�M) p q-6 M M �' 1n ------- - 3. ALL ELECTRICAL CONNECTIONS SHOULD ¢ BE IN ACCORDANCE TO NEC (NATIONAL ►� w �Nr117 , - - W r� .. v. ELECTRICAL CODE). VERIFY COMPLIANCE r- OF LOCAL CODES WITHIN THE JURISDIC- TION OF THE INSTALLATION SITE. �, - 24 -3 3/8 --27' \ TI UATE CLEARANCE OF 3' <I L27'-5 5/r�" 20'-6" 4 MINIMUM FROMALLOW AN EQLL SPARKING ELECTRICAL ` � GARMAT 99770 EXTENDED COMPONENTS, TO CONFORM TO NFPA (NATIONAL ! �o � I FULL DOWN DRAFT BOOTH F.RE PROTECTION ASSOCIATION) 33, 95 EO., I SECTION 4-3.4. . n- MOTE CONTROL r- �� DI 5. PP ACED LAREO ES DISCRETION PANEL AD NOTTO BE WITHIN 3' OF BOOTH OPENING, IT T_ SHALL BE IN CGIAPLIANCE TO THE LOCAL 7/ - --1 JURISDICTION OF THE INSTALLATION SITE. I I GARMAT g" -15'- 1 2 20'-6 1/20v 1Y- EMS '4 6. COMPRESSED AIR TO THE AIR INLET AT w VESTIBULE THE CONTROL PANEL IS TO BE TWO TO iv o THREE CUBIC FEET PER MINUTE OF AIR AT w I 6 G Ree MAT 99945 NNE ee 60 psi CUBICI FEET PER MINUTE FOR FINISHING MUM. ONE MAY ALLOW AN A I I Q P INT MIX ROOM APPLICATIONS. $ f4 --5 3/8" M t 7, SPECIFY BURNER SIZE (CIRCLE ONE): J. -� 1,000,000 OR 1,500,000 8. AT GAS TRAIN INLET A GAS PRESSURE OF 1/4 psi IS REQUIRED, A GAS PRESSURE OF 1/2 psi AT THE GAS TRAIN INLET MAXIMUM. 00 < GARMAT 99770 LL 9. LEVEL FLOOR DOWN DRAFT- B06TH 10. ALLOW ADEQUATE SPACE AROUND BOOTH 20'-9" 24'-3 3/8" 30'-1 1/4" 24'-4 3/8" 20'-6" FOR CLEANING AND MAIrvTENANCE9 IN 1/$"typ. ACCORDANCE TO NFPA 33, 95 ED., SECTION 3.3. r < - 11. MEANS OF EGRESS TO CONFORM TO NFPA 101, 94 ._D. "Y g 12. A MINIMUM CLEARANCE OF 20' IS REQUIRED FROM 9 O_ _j Q FRONT OF BOOTH TO ANY WALL OR OBSTACLE FOR Q U bb F` (*)NOTE: OPTIMUM TURNING RADIUS. ► , I 1 Q Q DUCT WORK TO BE 13. HEIGHT OF BOOTH 10'-10" 0- = FIELINSTALLED SUPPLIED AND 14, PROVIDE FOR UNOBSTRUCTED EXPLOSION x U INSTALLED 8Y OTHERS. g DUE TO MECHANICAL RELIEF IN ACCORDANCE TO NFPA 86, 95 \ M W) UNIT LOCATION IN : , ED. cv to ,� RELATION TO THE 15. AN APPROVED AUTOMATIC FIRE EXTINGUISHING 4 O BOOTH CABIN, AIR I I X .I FLOW WITHIN THE SYSTEM SHALL BE PROVIDED BY OTHERS. 6 O J BOOTH CABIN MAY zO BE ADVERSLY EFFECTED. x IT IS THE INSTALLERS - J a RESPONSIBILITY TO I O CORRECT AIR FLOW lo DYNAMICS WITHIN THE _ m BOOTH. LEGEND I I A W_ _ a e ELECTRICAL DROP kl A2' M MOTOR LOCATION I AIR INLET -- AIR FLOW TO BOOTH L4'- s si PLAN VIEW ,, b" 4"-•'�' CAE'fN FROM MECH- THE_PAINT MIX ROOM WILL REQUIRL ANICAL UNIT f ----- -- 23'`9" - 18'-3 7/8" 1 WALL REQS RE:0 LECTRICEA1 f ORO THE UGH1CIRCTG 0 GAS TRAIN INLET MOTORS REQUIRE: 120v, SINGLE PHASE SERVICE FOR ONE 1/2hp MOTOR and ONE 12" EXHAUST DUCT 1/4hp MOTOR and SHOULD BE CONNECTED r MODEL 10580: for 24 HOUR OPERATION, SERVICE 14. ENSURE THAT BUILDING STRUCTURE' CAN SWITCHES SHOULD BE SUPPLIED AT DRIVE THRU, FULL DOWNDRAFT STYLE SUPPORT A COMBINED TENSILE STRENGTH MOTORS. / WITH 6 CEILING FILTERS, 6 CURTAINS, 6. COMPRESSED AIR TO THE AIR INLET AT OF 2,5001bs PER UNE OF SUSPENSION and GARMAT HMA. THE CONTROL PANEL IS TO BE TWO TO POINTS, (2 TOTAL), LOCATED A T THE PREP 2. THE PAINT MIX ROOM WILL BE INTAKE FAN (1000 CFM) and 60 psi MAXIMUM. ONE MAY ALLOW AN EXTRA PED THIS PR�;PAf�pTl�AREA WILL REQUIRE: THREE CUBIC FEET PER MINUTE OF AIR AT - 1J,.; BRACKET LOCATIONS. SEE 1-EXTRACT FAN (900 CFM). 1. AT ELECTRICAL_ DROP LIGHTING WILL NINE CUBIC FEET PER MINUTE FOR FINISHING DETAIL A - 1. 3. ALL ELECTRICAL CONNECTIONS SHOULD REQUIRE TWO 110v 20amp CIRCUIT, APPLICATIONS. 15. CONSULT ON SITE STRUCTURAL BE IN ACCORDANCE TO NEC (NATIONAL 2. AT ELECTRICAL DROP THE MOTORS 7. SPECIFY BURNER SIZE (CIRCLE ONE): ENGINEER TO ENSURE BUILDING INTEGRITY. ELECTRICAL CODE). VERIFY COMPLIANCE WILL REQUIRE 208/230/460/(575 1,000,000 OR 1,500,00016. INTRINSICALLY SAFE PREPARATION AREAS OF LOCAL CODES WITHIN THE JURISDIC- OUTSIDE THE USA)v, THREE PHASE TION OF THE INSTALLATION SITE. SERVICE FOR TWO 15hp MOTORS. 8. AT GAS TRAIN INLET A GAS PRESSURE OF SHOULD FOLLOW ADEQUATE SPACING 4. THE LIGHTS WILL BE OPERATED BY 3. ALL ELECTRICAL CONNECTIONS SHOULD 1/4 psi IS REQUIRED, A GAS PRESSURE OF REQUIREMENTS SET FORTH BY EXTERIOR SWITCHES TO BE PRf DED BY THE BE ;N ACCORDANCE TO NEC (NATIONAL 1./2 psi AT THE GAS TRAIN INLET MAXIMUM. NFPA 33, and NEC P.70-477, FIG. 2 CUSTOMER, Greenbu«1 Rd. 10925 5. AN APPr OVED AUTOMATIC FIRE EXTINGUISHING BUP98-00254, BUP98-00291 ELECTRICAL CODE). VERIFY COMPLIANCE 9. LEVEL FLOOR +\- 1/8" -� OF LOCAL. CODES WITHIN THE JURISDIC- SYSTEM SHAM BE PROVIDED BY OTHER 5 of 13 TION OF THE INSTALLATION SITE. 10. ALLOW ADEQUATE SPACE AROUND UNIT _ FOR CLEANING AND MAINTENANCE, IN -1 /2" ALL THREADCOMPUTER DRAWING PRODUCED FOR 4. ALLOW AN ADEQUATE CLEARANCE OF 3' ACCORDANCE TO NFPA 33, 95 ED., SECTION 6. THIS PAINT MIX ROOM IS DESIGNED AND IS TO BE KADEVS TIG.ARD AUTO BODY INSTALLED IN ACCORDANCE WITH NFPA 33 6-3.2t�RrIAT�usa MINIMUM FROM ALL SPARKING ELECTRICAL 3,3 ------ COMPONENTS, TO CONFORM TO NFPA (NA-nONAI_ -RAFTER PROFILE • SHOP DIMENSIONS BASED ON BEST 11. A MINIMUM CLEARANCE OF' 20' IS REQUIRED F�RCM 7. THIS PAINT MIX ROOM IS TO BE .AT LEAST AVAILABLE INFORMATION RECEIVED 1401 W. STANFORD FIRE PROTECTION ASSOCIATION) 33, 95 ED., 1 SECTION 4•-3.4. FRONT OF UNIT TO ANY WAIL OR OBSTACLE FOR 6' FROM ANY OTHER SPRAY AREA ' DISTRIBUTORS RMPONSIBUM. E NGLEI/0011�, CO 80110 -VERIY EQUIPMENT MODEL NUMBERS IN PH# (303; 781--8802 OPT1MUr� TURNING RADIUS. 'PREP HANGING BRACKET 8. THE ENTIRE ROOM IS MADE OF 2D 0 DRAIIRING WITH EQUIPMENT ON ORDER FAX (303) 'i91-2883 5. OPTIONAL REMOTE CONTROL PANEL 1'0 BE STEEL, DOUBLE SKIN CONSTRUCTION PLACED AT ONES DISCRETION AND NOT TO 12. HEIGHT OF UNIT WITH IS 12'-5 5/8" -FINAL LOCATION OF EQUIPMENT -FIELD VERIIFDVG ALT. DIMENSIONS BE WITHIN 3' OF UNIT OPENING, IT (G� COPYRIGHT 1998 13, AN APPROVED AUTOMATIC FIRE EXTINGUISHING 9. HEIGHT OF THE PAINT MIX ROOM IS 10'-10" VERIFY COMPLIANCE with ALL NATIONAL Pu d. LOCAL �� statue scale SHALL BE IN COMPLIANCE TO THE LOCAL SYSTEM SHALL BE PROVIDED BY OTHERS. 7 16"x1 1 /2" BOLT 10. GRATES WILL BE PROVIDED FOR ACONTAINMENT -CODES within JURISDICTION OF INSTALLAT. N SITE N iBt. 501-11 3/16'=I' JURISDIC71ON 0, THE INSTALLATION SITE. APPRp FOR INST ItA eTION DETAIL A - 1 t ' 11. LEVEL FLOOR +`- 1/8- TWO EXTENDED I.E 0H 10580 PERPARATTON AREAE oust~ sheet dwg no. -- ONE EXTUDED 99770 FULL DONN DRAFT BOOTH 012 A IFS012AO ONE STANDARD LENGTH 99770 FULL DOwN DRAFT DRAIIN BY: size arfv. date - -- "`-~--" -- -- __ - BOOM ONE VESTIBULE AND_99945- PAINT WX ROOM CAROL NELSON D 0 7/1/98 ! l T I I I I I I I I I I I I I I I I I I I I I I I I I f 1 I I ,� I I I I I _ ,f. �s�r••�:. x .. . . . , + . MAGEESINOT AS CILEAR AS THIS NOTICE, f 1 �� I I I I I I I I I'I I III III V I I I I III I I I I I I I I I I I I I III "I I i� I L I I III I I I� I I�I III Il IGT I I I I I i I l I f�l l l l l III ►11 � I f l 1 Ij I I I II I i I �I 1 I I I I I f►I I f III 1' I I I III I I I I I I I --� l�------ 1�- - IT' IS DUE TO THE QUALITY OF THE N0.3e ORIGINAL DOCUMENT I 83 8Z LZ 9Z Z 11bZ EZ Z iZ oZ 6i t3i LI 9t 9I 6I >;I ZT IIT I 6 8 L I 8 £ Z Taruw III!�IIII ►�� IIIIIIIII�III►I�II��III�IIIIII►IIIIIII I►Ilii 111►II II►II I I►z��IIILIII I ►111 1 ► i II IIS I l 11( IIIII IIII� 11111111 (IIIIIIII VIII 111 � 1 SII I( �� 11 � � I IIII�IIIIIIIII IIIIIIIIIIIIII II 1111 IId I l + 1 1 III (III 111 VIII IIIIII II�IIIIIIIILILI�W_l�llllll11111111�'III�IIIIII1L1J111 11 ILLIIIIIIIIIII 2431 t� _ 4W 30'-3 1/81! 11 1'--4•-- •-4 7/8" '-0 S/b' '-3• 5'•-1 1/e` --4'--3• --20'-4 1/4 ps It '— '.T`^�•—t�- +T '—P', � � .�- I.•I. ,: L M eo In oil I r •• 'y„ CONC .. 04 RE CONC • . • •, ,r ^ •71 •t • ' I m 4x4xl/4 I -- • h ,� 4x4xi/4 ��• ' -2 3/b'--�-4'-t1" —7'-2 3/8" - 't4. 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IaaLEWOOD, 00 SOHO -=I Immp " Mould NUS 1N >� (3W) 781--66M - � ll o ON ORDER TAX (3W) 781•-0= -rma •nanNo ALL oYS C COPYRIGHT lie --tDlIR COIILiMB VM ALL NATIo>llAi. and LOCAL dist. status goals COM wham JUXWUJ'MN OF 1119TALIATION RM • N&FIN WILD 3/16'=1' � vg m PIN "m mxw MR36 11" 012 B IFS012B0 >>vwlll0 110• D'oolm vise 1 date "• D 0 7/1/99 k NOTICE: IF THE PRINT OR TYPE ON ANY III III III III III III ' I I I I III III III I I III III III I I I I I I I III III I IIII ! III III III 1 11 1 1 11 III I I III III III 11, III I I i III I l i 1 1 I (I IIII 111 III III 1 11 1 1 1 ( III I (I ( I I I I ' I -- - IMAGE IS NOT AS CLEAR AS THIS NOTICE, � I I �Ir- _ --- �' r IT IS DUE TO THE QUALITY OF THE No 38 ORIGINAL DOCUMENT f E 6 tu 8 t G�t 19 t 9 i fi i E i titt i t 6 8L1 � I �IIIIIIIIIIIIIIIrl�11111111 111 i IIII 1111111 IIIIIIIII IIII III I � 1 I III IIIIIIIIIIIIIIIIII�IiIlI1111111111111111111W 1(111111.11 Lug � 1ull�Lu 24'-10 1/8" 2'-5 7/8 o-5 15'-3" '--0 5/8" 12'-2 1/8' --- -7'-2" ---4-6 1/8 16'-1 1/8" 00 z amu NII. M - o 0 3'-11"-,�---T-S �-- N ^ I CA � T - , I o I l I - I I I "--7'-2 3/8" '-11"—y-7'-2 3/8"200 co I 1 .� 00 I I I r7 t 24'-10 1/8 \ 16'-1" .- 1yp. 3/4" tI 24'-7" _ M 0 » 31'-7 1/4" I 24 -10 1/8 20'-8" II co \ in ---� M 20'-4 1/2!--- 2'-5 /2"2'-5 7/8" I I 24'-10 1/8" 20'-8" -� - - - - - cv 7'-3 1/4n 24#-7 1/2m 16'-1 1/4 o -•- 8, I ' I 16'-9" + 24'-10 1/8- 16'-1m . i 8"tYP• co inin I p _ I °° 5"--#-3'-11"-fi---6'-9" T iIt t 00 \ M — ul n o 0C N INTERIOR PIT PLAN VIEW 24'-10 1/8- '-5" 15-3" 2'-5 7/8" i Greenburo Rd. 10925 8UP98-00254, ©UP98-00291 7 of 13 COMPUTER DRAWING PRODUCED FOR LCADEL's TIGARD AUTO BODY SHOP DIMENSIONS BASED ON BEST 1401 WlQNk(q AVAELABLE INFORMATION RECEIVED USA W. STANFDRn • DISTRIBUTORS RESPONSIBILITY; ENGL MOD, CO 80110 -VERil EQUIPMENT MODEL NUMBERS IN PH# (303) 781-6802 DRAlI11NG wIM EQUIPMENT ON ORDER FAX (303) 781--2680 -FINAL LOCATION OF EQUIPMENT "FIELD VERIFING ALL DIMENSIONS LG'i :OPYRIGHT 1998 V1R~1r COMPLIANCE with ALL NATIONAL and LOCAL CODES within JURISDICTION OF INSTALLATION SITE d>at status scale • APPROVED all INETAI—AnON ND,FIN SOLD 3/16'=1p «. custk sheet dwg no. INTERIOR PIT PLAN VIEW FOR 012 C IFS012CO DRAWWO NO. IFS012BOY, size ',e'°'r'," date CARDL NELSON D 0 7/1/98 s� NOTICE: IF THE PRINT OR TYPE ON ANY III III Ill III III I I I I I I I I I III III ! I l l l I III III III III III III III I I 11 III III III III III III I I III III III III III III III I I III III 1 111 1 1 1 III III 1 1 1 1 1 1 1 III III VIII I IMAGE IS NOT AS CLEAR AS THIS NOTICE, I I 1� 1 I-�l I I I 14 I I I I ' 61I I ( I I I I I I I 10 I 11 I 12jo IT IS DUE TO THE QUALITY OF THE No 39 I�+`:'r ORIGINAL DOCUMENT t8l, 9Z 9Z 6Z r� Z tZ OZ 61 8 � 8II�IIII IIII�IIII IIIDIIII ILII Illlillll ILII ILII IIII�IIIIJIIIIiIII ILII IIIL�!III IIII�IIII ILII IIIIIIIII�IIII�IIII IIII�IIII IIIIIIIII�IIII�IIII�IIII ILII IIIIIIIII�IIII1 1111 11IIIIII�l tllllll�lllllllll IIII�I1ill 11WJ1 111111111111tIIIIIIIIIIIIIIIIIll� JLlllll IIIIINII W-4 110-4- 3-11•� - —1�•-1 3/4' EXACT t REINF �._._... -- r ►'' y tt• CONC NC WALL ' CONC WALL 04 #4 @ 16' L ' r ' 4x4x1/4 • caNc WALL CA -3i SECTION A SECTION G SECTION L. - ;8'-5' EXACT 18'_5- EXACT 1 KLINe 2• 2•� I r IN71/�. EMBEDDED ♦.:. ,-.: M -� REINF CONN •'�t- CONC L4x4x1/4 •••r••' 3''•11• CONC - -- -e'-r r-s• 3'-3- r #4 @ 16' E.W. �, #4 @ 16' E.W. " ' 4x4x1/4 OONC WALL H 4 4x WALL' Cmc wAtL '�<y �. _.� N CONC WALL I SECTION H SECTION B SECTION M 1/2' 4 1/2' 1/20 EMBEDDED i;:: !► ; r.,,•,.., I EMBEDDED -r Wil-2•- 1-A L4x4x1/4•-9 3/8 L4x4xi/4 3/8 —T 16' E.W.i#4 @ "4 @ 16' E �', :' • 17 CONC WAU. So CONC WALL' r s N ,• Apt .r SECTION C SECTION I _ - EMBEDDED � \• EMBEDDED EMBEDDED L2x2x1/4 L2x2x1/4 L2x2x1/4 • #4 16' E.W.-•----•#4 2 16' E.W. '•_ ._.. . .. ..r:. @ -- --'_ "''I' �`"_. ...'., ✓ N ?, C WALL ' CONC WALL •c�, r b b8w CONC i' 1 - CONC WALL i i 8 CONC WALL ti'-4 1/2 CONC WALL - -3 J it J 3•-11• 18•-9• r . «-.., ,... s •w- r 1 v'. n c,+ . r • Co"', TION J SECTION 0 SECTION E SE1/2* � �- i 1/2- ,/2" .-70- 0 4 a 16' E.W. r_7. 1/2- :. •-,o- -10 .'; . — , r -- .0 'c '' • : • CONG WALL a : ,� :• " CONC WALL. .� " w CONC WALL Y •;_. .•/', �! r -. CONC ALL _ r , ' • SECTION N • , SECT , D S"ECTION K SECTION PSECTION E .._.. ,. Greenbum Rd. 10925 BUP98-00254,BUP98-00291 8 of 13 COMPUTER DRAWMG PRODUCED FOR: THAT P I T DEPTHS VARY. KADEVs TIGARD AUTO BODY NOTE .. COWNfUSA PLEASE • SHOP DIb[EN8ION5 F '.SED ON HEST • AVAILABLE IMRbLATION RECEIVED 1401 W. STANFORD • DISTRIBUTORS RESPONSIBILITY: ENGLLWOOD, CO 60110 -VERlY EQUIPMENT MODEJ: NUMBERS IN PH# (303) 761-8802 DRAVING WITH EQUEPME,NT ON ORDER FAX (303) 78t--2883 -FINAL LOCATION OF EQUIPMENT Q COPYRIGHT 1988 -FIELD VERI!'ING ALL DIMENSIONS -VERIFY COMPLIANCE with ALL NATIONAL and LOCAL dint. status -scale - CODES within JURISDICTION OF INSTALLATION SITE ND.FIN SOLD NTS • APPROM FOR INSTALLATION ewi. sheet dxg no. "0 >F1tif 012 D IFS012D0 ffl=ON VZ= FOR FDRAMWO N0. U9012B0 BY O * `fit° .�. D 0 7/1/98 r NOTICE' IF THE PRINT OR TYPE ON ANY1 !4 :� to l i !--1 � rr' 11 ����r, IMAGE IS NOT AS CLEAR AS THIS NOTICE, l --- 1 - - 1 -----L L---- --� - -- --- --- ---1 -- - -- -- — � IT IS DUE TO THE QUALITY OF THE Na.36 ORIGINAL DOCUMENT E sz till Lz 9z Z i�z Sz z 17 oz lit 81 Gi 9T 9T fyt EI zi it i �sss=r• zt 48' .r.• ----•------- '-0 S/8" ------ '-3" 20'-4 1/4 " —3 1/8` wo no I f10REIW + • r •: J + ifri CoNc 10 CQNC, I I • ' I ' ' �•--L4x4x1/4 1. i••_. '� I •-•� • _• •i,. •� , • I 4x4x1/4 I cs I T-2, 3/8"- '-11"— T-2 3/8' • UNE ccm N eooTM+ I ' ( I i • '� 7 4r W- 3/4 A. 24—5 — ROW CONLI 7/b" I. .' • r c ( 4 n - - - •� �p 16 21/4 � . . � , 4'-B 1 8 t 16 typ. . -10 7/80typ. J` .- — — --32'-10. 5/8"typ. 15'-1 3/8wtyP. . ., Qy I �_.. ••' •. -- I �+/+ .• CENTER u� N E _ �: ��•• ••2- w "15'-1 , BOOTH ~ ''i. * _ ••: I 32 -10 5/8 typ. 5 -1 3/8"typ. 16' "typ• '-10 7/8"typ. ,_ •y — + —J 24'-8 1/8"typ. N M '� . . . . C A �: :*• I / .1 c a r I ( ,�•-7'-1 1/4m .-. — —�S'-3 S/8" - — — — ----- -32'-8 3/80-- .4 — �---- — •. .r ;awt ' .—� '� " I •• QH Ob iD �L2 AL qj co 1� c.4 �� • •\— N ` L • i.er/ •—ate :�.:w• �J I � — J I PIT PLAN VIEW 30'-3 1/8 1'-4" '-4 7/6' Greenburq Rd. 10925 BUP98-00254, BUP98-00291 9 of 13 Col�'*JM DRAW= PRODUCED FOR: 1L's TIGARD AUTO BODY • 1Rltop DoallMori, � oil No • ARMA1'usa AOARANA DllI�ORYAI'1411 MICU T 1401 w BTAIMRD • D a IMLZT fODr a) aoun --VNW lQVU l=T HODI L. 11t11�8itis m PH# (3m) '181-am t MAIM ting SON ORDISR TAX (W3) 781-2483 •-11M IACAMIR T DgUIP1mIT © Col-1 iHT 1408 r fAm Y�lLA11li ALL DZIMMM --VMT 00WIAAWN vi:L ALL 11ATIOPAL• and WCAL dist. status scale COD= wlthft J H Min' r I mm of D18TALLATIDII SM LF Sol_D 3/16'=1' ..�► 012 H IFS012BO !!! l7i11 � 1^01! =Ati= 11Q DIMAD sa I date D 0 7/1/99 NOTICE: IF THE PRINT OR TYPE ON ANY Tf l(I I f I ( I I I I I IIIIIII III III III III III III IIII 1 1 1 1 1 ! 1 III I l l l l l III I�I IIIIIII III III III III III I I I I I I I 1 1 1 IIIIIII III III III I III III 1 1 1 1 1 1 1 III III 1 1 1 1 1 1 1 III III 1 1 1 1 I IMAGE IS NOT AS CLEAR AS THIS Nor,CE, C IT IS DUE TO THE QUALITY OF THE N.Jo � r'x�• U / "� - ORIGINAL DOCUMENT �E 8TZ 13IY I GIZ 9IZ �11Z 61Z SIZ T�Z IIZ ()lZ K t BIi G t 9 t 9 i 6 t s;I' Z t t T t 8 R G -1 9 Q 1�lllila�llllllll t l l 1 rIIII IIII IIII IIIIIIIIIII i!!� IIII III� IIII Illlilll IIII IIII Illlllll llllllll IJII IL1111111111�1L1 — — - -�— - -----'—�-- _ fir' `;. 1. 81 48' - 2'-5 7/8" 24'.-10 1/8" - -fir'-5" - 15'-3" --- -0 5/8" 12'_.2 1/8" 00 ' 001-70-3 1 8 ---� I yt? I -4#-Go 3 m _ — ■ - L: \ — 00 \ i = 5"-------+f--3'-11" a � C-4 I _ II7'-2 3/8"--- 4'-11"�y�•-7'-2 3 8" I i I _ I i00 00 ■ I 24'-10 1/8" \ g■_�" .I _ — — ._. �. — — — r I I, .- �— N - 00 i 8"typ. � h 4*-1 1/4" 19'-3 3/4" 24'-7" -- - I110 I I y m w - - - - - - - — IN. 25'-51/4" 31'-7 I 7 C ao • 2'-57/8" 0 r - - - - - -- - - - �' ►� 20'-4 1/2w O I I I 2'-5 7/8" 24'-10 1/8 20'-8" ( . N — — — — .__ T-3 1/4" 24'-7 1/2" 16'-1 1/4- b /4"a I `- I 8' o I 24'-10 1/8 16'-1" . \ 8'typ. °' rn OIN) I N 'o N O I T IN i ao U) 3'-11" �---7'-5"• --T I I I N N INTERIOR PIT PLAN VIEW 24'-10 1/8" '-5= 15'-3" _ 48' _ 2'-5 7/8" l Greenburq Rd. 10925 BUP98-00254, BUP98-00291 10 o1 13 COMPUTER DRAWING PRODUCED FOR: KADEL's TIGARD AUTO BODY • SHOP DIMENSIONS BASED ON BEST • 1QNkmNfU;;.4 AVAILABLE INFORMATION RECEIVED 1401 W. S'T'ANFORD • DISTRIBUTORS RESPONSIBILITY: ENGLEi'NOOD, CO 80110 -VERIY EQUIPMENT MODE, NUMBERS IN PH# (303) 781-6802 DRAWING WI M EQUIPMENT ON ORDER FAX (303) 781-2883 -FINAL LOCATION OF EQUIPMENT © COPYRIGHT 1998 -FIELD VERIFISNG ALL DIMENSIONS -VERIFY COMPLIANCE with ALL NATIONAL and LOCAL dint status scale CODES within JURISDICTION OF INSTALLATION SITE • APPROVED FOR INSTALLATION IND.FIN SOLD 3/16'-1' �. cuBL sheet dwg no. INTERIOR PIT PLAN VIEW FOR ' 012 jC IFS012C0 DRAIIDier N0. 1!801280 y size !,ee0a!' date —"` - ------�— — - _ "._,,_ '•• CAROL NELSON D 0 7/1/98 :Y NOTICE- IF THE PRINT OR TYPE ON ANY - II -I1 -I --I -- IIIII IIII I1 1I-I-I-II-I_I II-I I 1III lIII 1 --III I-III_II I I III IIII IMAGE IS NOT AS CLEAR AS THIS NOTICE, n IT IS DUL TO THE QUALITY OF THE _ _ No 38 ORIGINAL DOCUMENT �S 6Z 8g L�Z 91Z- -9iiZ 1612 EZ - Z IiiZv OZ�� �311T 8I L1i 9T - J71 ibtSrt zl: I� 8 �G9 �rrn�� 2411II Illlll� iil!�IIII IIII Illllllillllllllllllllll IIIIIIIIIIIIII IIII Iill�llIIIIII!II!Llllllllllllllllllllllllllllilllllllllll►Illlll�lllll�ll�lll�lllll I►IIIIIIIIIIIIIII►IIII�IIIIIIIIIIIII►IIII►illllll II►I►IIIIIIIII VIII►lliLll11111I1.11�1II�l11ll11111Wl1llllillW11111I�ILIII�1�111 f, n' :u 19'-7 3/4' EXACT---- e' coNcWALL __. 3 w ,. : b REINF CONC WALL CONC N n4 a 16' E.w. 4x4x1/4 • CONC WALL i SECTION A � T r � . �. --- SE � ION G � z, ---- —18'-5' EXACT SECTION S • 8 EXAC 2 REINF —� 3'-11• CONC ,_tl• REINF t/2' ErMBEDDED t st4 e 16' E.W. � . •� "'�, Cl7NG L4x4x1/4 '• • -.� N n 4 2 16' E•W• �._7. iV '/• --*,r r-e' 3-3 44 U . cavo WALL 4x4x1/4 OOH E•W• .� • s WAL t i #4 a 16 r •.� 1. _ Nor= r' ~ CONC WALL r SECTION B SECTION H �-'•- 1'2' �-'� SECTION M ''� `' •-' EMBEDDED 4 '/2• 1/2' `. (.4x4xl/4 NEMBEDDED • t'-9'Ht'-2" ,-9 3/8' '-7' L4x4x1/4 i :1L r• ii4 @ 16' E.W. :.s :a,. .,i' S #4 a 16' E•W• � 8• CONC WALL-3 _ rr :. '. ... .1� .�:.. • ...•� .;,. . '' �' r tl , CONC WALL o SECTION C SECTION I EMBEDDED EMBEDDED L2x2xl/4 •..:.., EMBEDDED '�` L2x2x1/4 L2x2xl/•l 04 2 16 . ' EW .�.. r._.�e•_5-. �If,�-2r 2" • —�, #I4 a 16' F•W. r. ^ t n4 @ 16' E.W. • 13 b , • , . CONC WALL • CONc WALL r e' CONc wALL 4_74 . —�, 1 8• CONC r '� r r• 8 --- t6'-9' -;!'-11' t8'-8' ►• i C WALL ' CONC WAIL Y J A �,�• , `� Y v".r r A .r V•�.,, v b• f J. � SECTION E SEC, TI0N JSECTION O t/2• -7• n4 a 16• E.W, 1�2 ' •-, r P7" loo t: 77 .Y CONC WALL ILLLCONC WALL , .� ,,....'�• �, CONC WALL I �+ CONC WALL I i SECTION F SECT , D SECTION N _ �. SECTION K SECTION P GreenburQ Rd. 10925 BUP98-00254• BUP98-0029 i 11 of 13 PLEASE NOTE TPIT DEP`THS VAF Y. , PRODUCED FOR: KADEL s TIGARD AUTO BODY • SHOP DIMENSIONS BASED ON BEST • ,r 1OWNfUSA 1401 11! STANF101iAVAILABLE INFORMATION RECEIVED D • DISTRIBUTORS RESPONSIBILITY: ENGLEWOOD, CO 80110 -VERIY EQUIPMENT MODEL NUNBERB IN PH# (303) 701--•8802 DRAWING WITH EQUIPMENT ON ORDER FAX (303) 781-2683 -FINAL LOCATION OF EQUIPMENT (� COPYRIGHT 1998 -FIELD VERMG ALL DIMENSIONS VERIFY COMPLIANCE with ALL NATIONAL and IACALdist statue scale CODES within JURISDICTION OF INSTALLATION SITE • AEI!ROVIM FOR INSTAL TATION ND•FIN SOLD NTS 0" cunt, sheet dwg no. SECTION VIEWS FOR W. D IFS012DO - ------- -- ---- DRAWING NO. 11118012BO _–DIEMN BY size JW date '�'� "" ••' D 0 7/1/98 Iilf ! IIIIIIIIIIIIIIIIIIIIII ! ITT IIII IIIIIIIIIII � IIIIIIIIII ' I 'IIIIIIIIIIIIIII ' IIIIIIIIII ' IIIIIi � llllll { NOTICE: IF THE PRINT OR TYPE ON ANY IMAGE IS NOT AS CLEAR AS THIS NOTICE, IT IS DUE TO THE QUALITY OF THE Illi� TrORIGIN1L DOCUMENT E 6 �l�lL _lill8�l111-, 1�9 -_ -- _ - T1141 £ ► Iif If 1111t11111111 t111111,!1`1111111 IIIIIIITlllll�llli iiilllll8iZilBllliilLl1Zllll IIZIIllll III ll A-A 2 00 44 A-A CA 2 I 11.1 - m I I 12 I'-4' �Q� ' r -7-- - as 21'-2 9/4' -- 3 -p - - i/4' ----- -- Ila'x2Z'5 x 162 SPAN) ,Z' IN • 24' OiC. - - - c� -� Y O _ 7-_ lm'xZ8' ' ff = < 3 I _ x - _ - - - --- •- - -«-- - _ _ _ 10'x 2 x Ib GA H 'Z' PURLIN 24-' O �pll i if - -----, ((It' I ' to - "—il- - - -- - - --+- - - _ M N W i PAINT BOOTH 1 I � CY z 1 77 _. PREPARATION _ _ _ __�_ - _ _ _ _ - - - B i h --� - - - -- - —._ _ - --- - — _ a W 00 6 AREA civ _ _ d _J RDOh1 3 PAINT MIX ,a_A - - p Z p • i A-A Z --__-- --- - 2 2 m 3 T) a 1 p EXISTING BUILDING ' GARMAT EXTENDED FULL DOUN DRAFT BOOTH 9 PAINT BOOTH A-- - -- 4 GARMAT EXTENDED PREPARATION AREA - --- N vn J o ago I I 9 � PREPARATION 1 ' W--------i 4 ,V e I AREA ir---- ----i — _ - �� I Oar ---_-•_-� ; ; ; -__-t-- GARMHi F>e1:=NPED PREPARATION AREA Q) •, M M I I I I a 8. _ W W 1 A-A Z Z • R - - - - - - - - � W 0 � L i - .fl. C.w!! r�- ADA - - - I - - - - Go ' °i�' - - _ _ Z AM _ Im'x2�5 x Ib-- BPH PIIRLIN • 16'-G�,G. - V n o n o OVERALL FLOOR FLAN :2 �v I/16'•1'-0' - - -- - - - -- - - - - ��ta� r-- U A-A Z 281M. FLOOR PLAN / FRAMING FLAN 44'■I,-�, U1 x r---------------T, w w c� Z I W 1 I 1 ' GENERAL STRUCTURAL NOTES I I CODE. A. All materials and workmanship shall confirm to the requlrsmants of the State MASONRY: A. Conor rte masonr units :�a I I conform to ASTM C90-W, T e I, medium weight I of n►sgon 1934 edition Structural Specialty Cxi�• arta the Uniform Building y yp edition. having a min!mum compressive strength of Fm 1500 psi at 28 days. Masonry Q I units at time of placement shell have been air cured for a minimum of 28 days or �^ DESIGN LOADS: kiln ca.•ed, with a moisture content of 35% maximum of total absorption end a A. Roof Live Load ■ 25 psf Unser E1rk*ago of 00411* maximum. No spacial Inspection required. V 1 5. Wind Load 80 MPH, Exposure '5' B. Mortar shell kis A8TM 210 TVs 'S' with a minimum compressive strength of 1800 �C. Seismic Load - Zone 3 psi at 28 days fm ix above grade asorry woriL 5olow grade masonry shall be Type ' me-ter. Grout rill all calls. Grout shell exceed a compressive str�+gU1 GENERAL: of 2"o psi at 28 da s In accordance with ASTM C-416. 8i y ump aha I I A. Contractor shall be responsible for all construction mathads, techniques, be 8' rlaximum. Submit copy of grout mix dss(grt to the enalnear 0- Z sequencing and safsty required to complete construction. prior tv grout placement. � 0 d. Contractor shell verify all dlmonsions and det ills prior to proceeding with D. All mar►onry construction shall conform with esent OSHA r uirconstruction. All discrepancies shalt be approved by the Architect or Engineer those egardirtg the establishment of 'Ilmitsd access zonasomenta Including ! ^t3/m WMDOW I of record. E. All matonr construction shall be In accord LI - 777- -= y encs with AGI 530.1-88C. Contractor shell verify all required openings rxt Architectural, Mac►ynlcal and 'SpsciflcatIOn for Concrete Masorwy Construction, and transporting Z 0 0 9 _ _ :l.ctrlcel plans. O reaijy m.x grout In accordance with ASTM C94 'Standard Ificatlons for M r Rea mix Concrete'. �� FOUNDATION: F. h1esa x�! units aha II be laced In tours f Course* o running bond. TY IC OF O A. Footings have been designed for a maximum allowable soil bearing pressure of G. Provicle knockout bond beam block for all horizontal bond beams and at the tops Q (r TYPICAL HDRB 1500 per. of sacs wall. � Q d. All faotings shall be poured over approved structural fill In accordance with H. Provfce corner bars same size and spacing as horizontal bars and project 40 � ~ (' the geotecl'�rtical repent. dlamet,srs each way. _ I. P'Ovla• (2)-5 bars around all I open rigs and rsus►ss. Extend these bars 24' CONCRETE] horizortally beyond the corner or openings. 0 Q A. All structural concrete Is deal at f'c ■ 2 fined r psi minimum et 28 days per UF3C. Mess, walls shall be reinforced as follows, ex t where shown TOOi_ 9 - ` H,�wevor use the following schedule to most City of Portland Standard Construction i cop Q 2x6 n .`specifications and UBC ,dppsr,,dlx CGiypter 19 tabIs A-15-A for durability rsc�ulrsments. Seise on plans: r Z 3TORA sE ' • 24' O G ' walls - 3 vertical at 4U3' oc. at cents Ilno of wall AREA _ Footings, Walls and Interior Slab on Grade - 3,000 psi Minimum (1)-45 horizontal continuous at 32' c..c. Q Exterior Sleb on Grecs Driveway - 3,500 I Minhnum -_ -----�._�--- - -- -- REINfOROING STEEL: STRUCTURAL t)pOp: ~ �fi A. All sewn lumber, to be No. 2 rade DF. ;�sr UBC - - e TY 2 - _ A. All reinforcing steel aha II be rail steel deformed bels cenforming to ASTM A615 9 .'wade 60 and ASTM A106, Grade 6m bars whys weldingIs required. Standard No. 25-I. 0 [� D. Details of romforcing stool shall conform to ASTM Manual of Standard Practice, B The Contractor shall Nwrtlsh and Install all bolts, and latae as required to complete the ,lob. p 0 Code of Standard Practice for Dotelling Rsinforcln9 Materials, by CTSI and WCRSI C, All boltheads and nuts bearing on wood to be prOVIdad with standard cut washers NON-LOAD BEARING ROOF - - - (Latest Edition). C. All concrete slab rslnforcina steal shall be supported at the required hw18M.s except where otherwise shown. _J by approved bolsters prior to pouring slab concrete. D. All wood members In contact with concrete or masonry shat; be pressure treated. �� - - --- - E. All nailing not shown shall be as called for In UIBC table numbelr 25-Q, nalll ng REIPFOR+GiNG PROTECTION, schedule. - I A. Concrete deposited against earth . 3 Inches r- 3'0' D. Concrete foamed surfaces exposed to ground or weather. 45 rebar and smaller - I-I/2 !riches STRUCTURAL STEEL; c� „ 1 N E R+ rebar and larger 2 kv:hos I I 9 A. All structural steel plates, ahap w and beams shell conform to v,r 15VO5 t 9 Uy �- --� C. Slabs 3/4 Inches p - ► Structural Steel Deslgnetlon A36. 5. Fabrlcatic,n and erection shall conform to the Specifications sat -� ��-- ___— LKsHT GAUGE STEEL: forth In the 3tsol Construction Manual of the RISC and the ORE. N A Roof rafters to be Im x 225 x Ib s. BHP 'Z' urllnts or have ------1_ _J u. A VA61 Ing g p eq properties. Standard :,ode for ARIL and Gas Weidlnc�. In SuIlQing Construction. O 4 Cyt << C. All weldinc,�, shall be perfonmsd only by welders AWb certified ,y ` �1 ■ 2.293 in within the past two years, for the type of weld performed. Welder Ix 13.412 Ino shall present evidence of quallficaVon within the past two years. �I Grade $0 (f= 55 ksl minimum/ D. After fabricatlon, but before Installation, remove rust scale, CERT. EXPI r 12--31-98 reass area oil by wire brushing and chsmlcal treatment. - -� _ E. pr'mks steel Items with one heavy coat of rust inhibiting DWG .. NEW STORAGE AREA FLOOR PLAN NEW STORAGE AREA FRAMING FLAN NOTE: ---_—_..___--_. -- __-__–_- _--_-- metalpr mar. Y1► G N0 . _ BMGF ENGINEERS, IS ONLY RESPONSIBLE FOR F. All w"e anchors to be HILTI Kwik Solt - II (b-UCd_II) or THE STRUCTURAL ENGINEERING SCOPE OF WOW equlvalwtt. RELATED TO THE PROJECT. THE REMAINDER 15 THE RESPONSIBILITY OF THE OWNER. -- ----- --• Greenburq Rd. 10925 BUP98-00254, BUP98-00291 of 2 12 of 13 NOTICE: IF THE PRINT OR TYPE ON ANY 'PI I � I I l I --I- I I _ 1i I I II ll1I -- IIIil-l I1111 11111 11111 1 Jill11 lit I III I —II - I IMAGE IS NOT AS CLEAR AS THIS NOTICE, 2 w 4 _ g 14 111. 121IT IS DUE TO THE QUALITY OF THE _ ORIGINAL DOCUMENTF 6Z 8Z GZ 9 Z 6Z EZ Z IZ OZ 6t SII Gt 9T s [ 6t sr z.i TT t 6 e IIIIIIIIII IIIIIiiIII 111�1 Ii I IIiII III i,III I IllIrlllll I►iI�III� I�iII.Ii,I Illi IIIII III I,!I I IIII�IIII IIIIIIIII�llllill II I►Ir�l III �► 11 ►III illlllll►i►I►►(il►I 11111111 IIIi I II�I IIII�I►11f11►II II��IIIIIiI Ii�� I11IIIII�IIIIjjI IIII11alhillil 1119111111,I4 ll9II11Illll4 LuitLl 1 140 h! 00 ti m }V 5iirfil PA35 U 00 TIE STRAP w !J� • EA. RAF rER — Z PURLIN • 4'-m' O/C --METAL ROOFING C) U Ups BY OTHERS z Q WooD s� 'V4SHEA G, araile►to METAL ROOFINrs r Q RD,GYPSUM TH�18 Ueda s, DY OTHERS - - - FLASHING PER wide,aPP �•o.c. n SUM WALLBOA aheathin9 Ths'or'Ii ha Extenor RDOF MAFJUF. to / p shank, I � w _- - - GYP Qrle layer 516 type X 9;p ong 0.12 ' be lett untreated'nailed to M W ting nails, sheathrn9 may and sheathing Exurl°r Sid W with galvanized ro° Oints of 9yP�n nto studs.Wallboard z studs 'meter.•� th g board O st c. en h shea banes in field,4'°' �achedUvoug 4 O.C.with ---------_---- ---------- � W Of water r sds,taker T1�ickness: 7 pet00 cladding to be Plates at 7 °c e X 9YPsum waliboes to 2 x 4 w ARING) Approx.NN919ht: W P 3510 — top and bo is er 510 NP ht ang a. %- AD-SE 4-HR 8' CM 01 a Ona y arallel with or et n914,heads,� °� � Flre Sest• See // SOLID GROl,1TED r c! Interior Side: lied P p.0g15•shank �— 'Z' PURL IN PER PLAN m Z 1 ar veneer base SOW W/ �5 • 4e' O/C VERT O m _ 2 4 rd coated nails ills, 3" x �m ge FLAT STRAP Im'x2�sxlb GA. z 3 O BNP ' PURLIN END 'r5 • 32' O/C NORIX > o BRACING • 8'-m' OC PER PLAN p < O W/ (2)-to SCREWS a � D � INTO EA_ PURL IN TYR. - - ------- ADD NEW I HR SEPARATION N 10'x16 GA,---- a, o, / TRACKA.EDGER -, z Y Go w/ 1-j• 1.111-TI KB 11 / w/ 4' t-MISED • 24' OIC 4 N N N z 2 W.0 TYFICAL. F-URLIN CONNECTION i TYPICAL RAKE 5ECTION cr r au- 3/4' . I'-m' 3/4' V-fa' OD W 0 Z -3 Z Z / 2 W � 4 -j ch I _ 2 f Z � 10' x225xwGA, E%-1P 0 L , 'Z' PURLINS PER PLANSIMPSON U 60 TP IE STRAP 3• I'� FLAT STRAP I _ 12 GA. i — (�13 METAL ROOFING BY OTHERS U 1'x3' z — 10' x 2.25 x 16 CSA. BNP -IE ` 14x9114x'14 - 'Z' PURLINS PER PLAN EX18TINra MALL w/ 4b' GWE'S j6'I r, /- l2) �'IM$.'• � DE METAL ROOFING BY OTHERS • �+ — W W bx9 • • 3�� I !1)-416 • 32' O/C HORZ W (b) V2110 M.D.' - EMBED � � z r , 1 _ 4-HR FIREWALL e3 1 a' CMU - SOLID GROUTED 04 • 48' O/C VERT. I W/ 415 • 48 O/C VERT • (ALTERNATE HOOK) AND 415 • 32' O/C HORIZ !� W 6X131�i l I/2' \—VZL 2x2xt/4 (4) �'♦ r 1 cr 0 r EA. SIDE 9 3/4 HILTI KB 11 00 4 NR V CWALL� � W/ 4' EMBED MU SECTION A-A C) L '. 1124■1'-OG c Q TYPICAL EZAM CONN. DETAIL CD � T1'fi�ICAL SEAM CONN. DETAIL 3 _ r � 3/4' I'-0' - 2 3/4' 1'-0' I ` I i 1 Z 5' CONC. SLAB " PLYWOOD SHEATHING WV3 • 18' O/C EU A o 0 LLJ _ 0 .� F-- m ^ W - 2xb DF. n ROOF C) 0 Q 3'-01 JOIST • 24' OjC. e 0 :D � I04.25x16 GA. I %r" BYP. DRD. SHTG. ,,Q F` DOWEL 414 • 24' O/C DHP 'Z' PURLING I I SI U, PER PLAN `{ . � - � 2x4 STUDS • I6' UO. • I o j___ al___ P.T. 2x4 PLATE 7� _( o o c w/ 1/2"0 WEDGE ANCHOR - _---mak ---____ — — • 6'-0" O/G / O L.L� GIRT CLIP EXTG 4' CONC. SLAB Q ')(p 2V2x8xl2 8a w/ (2)-WO BOLTS EA. GIDE IN I' CLOT I4ORL --- — ------ W EXI5TING NEW ADDITION `-ry Px9 BEAM _ ___ - -- (n ���0 PRQFF;, �a 15905 a y t TYFICAL NTERIOR 5UPPORT 5 TYPICAL NEW 5TORAGE AREA DETAIL 3/4' . I'-m' 3/4' I'-®' emGON UOL ��1 r9 NC0 1 t i TYP I CAL SECTION A - A CERT. EXPIRES 12 1-98 DWG . N0 . 2 Greenbura Rd, 10925 BUP98-00254, BUP98-00291 13 of 13 of L NOTICE: IF THE PRINT OR TYPE ON ANY I I II 11 . 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