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Plans t r'..111 C.1) ib JUN.- 5 Z013 s I CITYOFTIGARD BUILDING 0I 1 1 (UN�11 L/iy A,o�� -`�l r/(tt� .. _ —. ,SIT _.... .. l :.. ... V V MECHANICAL SPECIFICATIONS �� .i Li Li _u!u �. RELOCATE E UNIT HTR I-1 1. GRILLES, REGISTERS, AND OUTLETS: 4OF SIZES AND CHARACTERISTICS NOTED ` 3 " O / � E ON DRAWINGS. SECURED IN PLACE WITH SCREWS OF SAME FINISH AS OUTLET, WITH PRIME COAT OF PAINT. UNLESS SPECIFIED OTHERWISE: FURNISH EACH GRILLE (E) UNIT HTR AND OUTLET WITH OPPOSED BLADE KEY OPERATED DAMPER, OR KEY OPERATED EXTRACTOR, AS 1„ NOTED IN SCHEDULE ON DRAWINGS. KRUEGER, HART AND CO.OLEY, TITUS, CARNES, OR APPROVED. 2. DUCTWORK: A. RECTANGULAR SHEETMETAL DUCTWORK- FABRICATED OF GALVANIZED STEEL SHEETS: METAL GAUGES, DUCT JOINTS, STIFFENERS, AND CONSTRUCTION FOR RESPECTIVE SIZES OF DUCTS, EXCEPT AS SPECIFIED HEREUNDER, SHALL BE AS STATED IN TABLES 1 THROUGH 3, CHAPTER ONE, AS CONTAINED IN THE 1983 ASHRAE HANDBOOK, AND SMACNA LOW VELOCITY DUCT CONSTRUCTION STANDARDS. COVER WITH a� RTU-1 RTU-2 REFLECTIX DOUBLE BUBBLE, DOUBLE REFLECTIVE DUCT INSULATION IN ACCORDANCE WITH MFR. >'' Lo INSTRUCTIONS. o CO � co d- B. NON-METALLIC DUCTWORK— FABRICATED OF ONE—INCH THICK, 5 PCF DENSITY, RESIN BONDED FIBROUS w CO d- 00 GLASS RIGID DUCT BOARD WITH 3 MIL. (MIN.) REINFORCED FOIL VAPOR BARRIER, QUALIFYING AS CLASS 1 I Oo �. �- 1-1/4 AIR DUCTS, UL 181, NFPA 90A, AND SO LABELED. FLEXURAL RIGIDITY SHALL BE NOT LESS THAN 800 EL `O Cr LO LO J.M. MICRO_AIRE M/F TYPE - 800, OWENS CORNING, OR APPROVED. > C. NONFERROUS PREFORMED DUCTWORK-- J.M. "RIGID ROUND", UL CLASS 1 HEAVY DENSITY PREMOLDED �' 0 CO CO REMOVE (E) UNIT HTR ►®+ n LO LO FIBERGLASS ROUND DUCT, ONE INCH THICK WALLS, FACTORY MOLDED MALE-FEMALE SLIP FITTINGS, FIRE z RESISTANT ALUMINUM PIGMENTED PLASTIC JACKET: O D. FLEXIBLE DUCT- PREFORMED .FIBERGLASS SPIRAL WOUND, WIRE REINFORCED FLEXIBLE DUCT WITH �' w UM p ,E."22N VAPOR BARRIER JACKET, FIBER SCRIM CLOTH INTERIOR LINING, MALE—FEMALE SHEET METAL END RINGS: `�' ® IA I OR BREAKROOM FOR SYSTEM PRESSURES TO 2 INCHES .WATER GAUGE: UL LISTED, THERMOFLEX, WIREMOLD, CLEVAFLEX121 F , RTU-3 1 04 OR APPROVED. E. ROUND DUCTS— SPIRAL SEAM TYPE: UNITED SHEETMETAL, SEMC.O, ME T CO, OR ACCU DUCT. SEAMS ® � FORMED BY POWER TOOLS: CONTINUOUSLY WELDED FITTINGS. HALL Zo 118 3. BALANCING: BALANCE ALL SUPPLY AND RETURN OUTLETS TO AIR QUANTITIES NOTED. SUBMIT LOGS TO ARCHITECT. ° PERFORM BALANCING PROCEDURES IN CONFORMANCE WITH RECOMMENDATIONS OF AABC. REMOVE (E) UNIT HTR (� 4. GAS PIPING: OFFCE U A. PIPING: PIPE-= SCHEDULE 40 STEEL, WITH MALLEABLE IRON FITTINGS. TEFLON TAPE PIPE JOINT COMPOUND 116 1-1/4 SHALL BE USED AS SEALANT ON ALL PIPE .THREADS. B. VALVES: BALL VALVE WITH LEVER HANDLE— WORCESTER "MISER" OR APPROVED EQUAL, UL APPROVED AND LISTED AS A SHUTOFF VALVE FOR USE WITH NATURAL GAS. RTU-4 RTU-6 RTU-5. 0 q� „ ,� MISCELLANEOUS E13 COPY °RACE115 2 GAS � p 1-1/4 OPEN coPY 0��,2E A,C�-1 DUCTLESS SPLIT AIR CONDITIONING SYSTEM: HEAT P� SYSTEM BY MITE UBISHI ELECTRIC. � o ELECTRICAL - MSZ-GE24NA INDOOR UNIT MUZ-GE24NA OUTDOOR UNIT 24,000 HIU/.-IR RATED COOLING CAPACITY � -� MEETING 105 113 TU-7 RTU 8 2@.$ SEER: Q rd PROVIDE WITH 1/4" LIQUID LINE SET, BALL VALVE, TIRELESS REMOTE (E) UNIT HTR OF CONTROLLER. 208/230 V 1 PH, �o u 41 O4 1 H (E) UNIT HTR 3/4,� 1" 1-1/4 SERVER 3/ OFFICE / 103 LO Q.� if (E) UNIT HTR RTU-9 110 NEW 2 PSI GAS METER AND PRESSURE REGULATOR ASSEMBLY o c�S TOTAL LOAD 2,415 MBH 125E 125D 125C 125 125 OFFICE OFFICE CONFERENCE LOBBY 106 107 1U$ At Q ' 102 VESABULE 101 Job Number 144-1301 Drawn Checked WAG WAG Date 05-10-2013 i "6 PV Sheet Title OP - E • In ;�T aEEXESEM Ei.E s iu� fROOFTHVAC UNIT' S CHEDULE (GASWELECTRIC) �f L�l❑ lJ •� .�'� T� �L EAE EEFE - ' 2A61ppppppp (( Xj LUO1IU01 1 �. sums EEE EEiE •EEEIJ.`ef E s■ f F HEATING , pang .: :..: LOCATION/ SER CE CF STA LC TFM SUR, FAN COOLING' ... � .: EER .LEC. '��� HT � Scale . TEMP.: OSA ITR! H.P. TONS: TPUT OUTPUT �� �� 1/16" = 1' (EER) VRK (LBSO) WG* TBH (DEG, .F*) M BII MBI CI T Off'TIGARD J4�s�fi R Zr Itc E�Y,Sa Approved' JJJ o��dit��naity A rc��y[s�^tf - � VL�ib rEE.E.EmevsE►r � Revisions: ��Tf� �[�1(/'��7■�■�T1;�{►'']�''{'T[ '1��TF ��`((�f��(�■^� ((���(�j�(�] R/J��(�■ --1■ j��{ L�q rf � p RTL!"-1 PRODUCTION IO 7:a it�.i:S i 3,0if7V� $20 314• 2 �7E�� .�Tl Eli; f��� � .��� ��Q" � _ � See Letterto.Follow_,,.,......�..... 180.0 14.8.0 RTLT-2 PRODUCTION:=BAST 31000: 020 314: 2 $ 1'1 900. 18 .0 148a . Pemthtnbh- aEEi �E*• 1 ° d g RTU-3 TORYTS -DR 1,000: 695: 314 04an 5 45.0 95 13 (S � 700 90.0 �2.0 Addr RTIJ 4 124 3�Q00. X20 3/4 2 ' : 8 .0 95 11p By. 125A0 1-03:.0 RTUT5 OPF�OFFICE 116 23400 297 3/4 2 :6 70.0 95 1:1 800 1.1.5.0 93.+0 3 RT J�-ti OP O CE112 2,400 29' X14: 2 Approved play; 6 70 0 :95 1.1 800 11 .0 93.0: . . . . .. �i�� shall �, Ori ,O site. 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Job Ntuber V - ZZANINE - FLOOR PLAN 144-1301 1 Drawn Checked 21 /8 _ 1 _0 WAG WAG SCALE: e Date 05-10-2013 Sheet'Title Mezzanine 18"0 SA � Seale j 200 RAAs Noted -------------- ------� i Revisions:' 20"� RA i 18"0 SA 0:11110 1 2 M2 SCALE: 1 /4NO " - V-0)) O N 6 3 4f 3 1 2 3 4 5 6 7 8 9 10 11 241'--0". v 1'—0„ 24'—0" 24.—0" 24'--0" 24�—0„ 24,_0" 24'--0" 24'—0" 24'--0" 24'--0 24'—0" ® � 01 01 Of uENERAL NOTES 0 � � � ® ® X11 o� A. VERIFY AND CONFIRM ALL CONDITIONS. NOTIFY ARCHITECT 0 4 i f OF ANY DISCREPANCIES PRIOR TO START OF WORK. DO NOT J DISTURB OR DAMAGE ELEMENTS WHICH COMPRISE THE BUILDING SHELL STRUCTURE. B. PROVIDE 100% SPRINKLERING THROUGHOUT IN ACCORDANCE TY . WITH THE LATEST EDITION OF NFPA 13 ,q C. PROVIDE MECHANICAL VENTIALATION AS REQUIRED BY 2010 OREGON STRUCTURAL SPECIALTY CODE. g � 4 a- -p 0 KEYNO.WTI �� � 0 � 0 1. EXISTING COLUMN TO REMAIN. ce o 0 000 w 0 w N e� In X X� X\ /X X `� 2. EXISTING 2x4 SUBPURLINS TO REMAIN. a . w 00 3. EXISTING SKYLIGHT TO REMAIN. 4 4 4 3 4. . EXISTING SKYLIGHT TO BE REPLACED WITH SMOKEVENT. YP: .~_ « ~_�_ PROVIDE ADDITIONAL FRAMING PER 12/51.1 Client 5. NEW 4'x8' SMOKEVENT, SEE DETAIL 9/A8.1 6. HVAC UNIT BY OTHERS, BY SEPARATE PERMIT. FOR B - ® � .�. .._ ® ® ® ® ® ® - B REFERENCE ONLY. X 6 X ,a SMOKE VENTINU NOM CALCUt�AM BASE ON ' ni C OMIVIO S o X 1 X X o SMOKEVENT to « w . _ « _ w _...�. . __ .4 .-_�. . .�; M �..�. _ w .« . __ `n REQUIRED SMOKEVENT RATIO: 1:75 4 4 4 STORAGE AREA (S-1):(HIGH-PILED STORAGE) 31,040 SF F \ REQUIRED SMOKEVENT AREA: 414 SF C> _ .__ . « _ . . REQUIRED NUMBER OF SMOKEVENTS: 13 VENTS - l 1 © -- BASED ON 4'x8' UNITS (32 SF) o YID. _ �-�- ��� ��- H ---- - �«- - PROVIDED SMOKEVENTS: 13 VENTS C - - C SMOKEVENTS NOT REQUIRED .INF 1 MANUFACTURING AREAS _ o PER SECTION 910.2.1 (UNDER 50,000 SF IN AREA) Project N I . DRAFT CURTAINS ��� NAS NOT REQUIRED PER 2010 OREGON FIRE CODE TABLE 2306.2 IMPROVEMENT o � X� X\ ' � X � X X o 7 SW TECH CENTER 4 4 5 3 RD, OR _ EYP-. 6 TYP. D % % D 2992 X 10ERT C. THO mipSCtq t « 5 PORTLAND,OREGON . O x X pOF LO LO 4 4 4 © GROUP MACKENZIE 2013 ALL RIGHTS RESERVED THESE DRAWINGS ARE THE PROPERTY OF GROUP MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION i REVISIONS: E M� REVISIONS REVISION DELTA 5_J THIS CLOSING DATE w v SHEET j • i __ .iR'wFnw•rW Y 1 1 24'--0" 24'--0" 24'--0" 24'-0" 24'--0" 24,-0" 24'--0" 24'--0" 24'--0" 24'--0" 10 241' 0" SHEET TITLE: 1 2 3 4 5 6 7 8 9 10 11 OVERALL PLAN BY PERMIT BUP2013- 00083 1OvERALLPLAN FOR REFERENCE ONLY A2. 1/16:f 1$-0„ DRAWN BY: ELJ L E ECHECKED BY. RCT EXISTING WALL TO REMAIN SHEET: NEW FULL HEIGHT OFFICE/WAREHOUSE WALL amm MEN SEE DETAIL 1/A8.3 AzEb X EXISTING SKYLIGHT LN JOB NO. 2130079.00 F:�] CA BUILDING PERMIT SUBMITAL -- 4/23/13 213007900\ARCH\079-A2--5.OWG ELJ 04/22/13 18:19 1:192.00 " 2„ © � �2 MIN �-2 3/4" NOTES: 0 ® 0 MIN COMBINED MIN TYP 1. SLAB OPENINGS WHICH ARE CLOSER TO ONE ANOTHER THAN THE DIAMETER OR SHORTER OPENING �----.TRIM BARS SIDE OF THE LARGER OF THE TWO•ARE CONSIDERED TO FORM A COMBINED OPENING. ® g TRIM BARS T x 2. THESE DIAGRAMS ARE FOR COMBINED OPENINGS WHOSE LARGER DIMENSION DOES NOT J �. EXCEED 3 -O . SEE PLANS FOR OPENINGS LARGER THAN 3'-0". N �- 3. TRIM BAR EXTENSION PAST EDGES OF COMBINED OPENINGS SHALL BE 1'-0" FOR #4 X BARS AND V-�6" FOR #5 BARS. @0 1'--0" TRIM —COMBINED 4. DISPLACE SLAB PRINCIPAL REINFORCEMENT TO EACH SIDE OF COMBINED OPENING OR 1 RECTANGULAR, :MAX 1'--0" BARS , " OPENING PLACE BETWEEN IN OPENINGS. DO NOT CUT SLAB PRINCIPAL REINFORCEMENT. D -v 0 ROUND OR SQUARE MAX o0 1�-0�� MIN 5. TENDONS MAY PASS BETWEEN SLAB OPENINGS WHEN THE DISTANCE BETWEEN OPENINGS 0)w o 6 SLAB OPENING 3 -0 MAX IS GREATER THAN OR EQUAL TO THE SLAB THICKNESS PLUS (N-1) TIMES 3 INCHES, �' ¢ _,� > 0 E /� WHERE N IS THE NUMBER OF TENDONS IN A BUNDLE OR DUCT. TENDONS MUST FOLLOW N -a w w ® � A STRAIGHT ALIGNMENT IN PLAN THROUGH THE COMBINED OPENING AND FOR AT LEAST `� CO 4�'�� g `� " ( ) ne 3'-0" MAX 8" 24" ON EACH SIDE. g ® � CLR 1 TYP MIN (—COMBINED6. SUBMIT SPECIAL SITUATIONS TO ENGINEER FOR REVIEW. A }, STD OPENING 0 N . ® CU .04 COMBINED �cc HOOKS TRIM BAR REQUIREMENTS: OPENING �- -' " D v D ca 0 W v IF THE COMBINED OPENING IS SMALLER THAN 1 -0 , PROVIDE (1) #4 TOP AND BOTTOM �. w >Q-. BETWEEN OPENINGS. Qa W 00 Z x g�•-- , „ 4d OR 2 1/2 MIN 6d OR � �, to o x IF .THE LARGER DIMENSION OF A COMBINED OPENING EXCEEDS 1 -0 BUT THE SMALLER 3" MIN DIMENSION IS LESS THAN OR EQUAL TO 8", AND PROVIDED THE COMBINED OPENING IS co `� o ALIGNED WITH THE PRINCIPAL REINFORCEMENT, PROVIDE (1) #4 TOP AND BOTTOM 135 AND 180 CClient NOTES: ;� BETWEEN OPENINGS. 1. THIS DIAGRAM IS FOR ISOLATED SLAB OPENINGS WHOSE LARGER DIMENSION IS •IN ALL OTHER CASES WHERE OPENINGS ARE ARRANGED IN A SINGLE LINE PROVIDE (1) #4 11 BETWEEN 1'-O" AND 3' O". NO TRIM BARS ARE REQUIRED FOR ISOLATED SLAB TRIM TOP AND BOTTOM BETWEEN OPENINGS AND (1) #5 TOP AND BOTTOM AROUND PERIMETER D • _, , ,v REBAR SIZE D OPENINGS SMALLER THAN 1 --0 . SEE PLANS FOR OPENINGS LARGER THAN 3 -0 . BARS 2" OF COMBINED OPENING. 2. PROVIDE (1) #5 TRIM BAR TOP AND BOTTOM ON EACH SIDE OF OPENING, TRIM 3 THRU 8 6d MIN °.. WHERE INDIVIDUAL OPENINGS QF A COMBINED OPENING FORM TWO OR MORE ROWS THE BARS SHALL EXTEND 1'-6" PAST EDGES OF OPENING. TYP v " BARS „ ' 9 THRU 11 8d � 3 -0 MAX ROWS SHALL BE SEPARATED BY AT LEAST 8 OF CONCRETE. PROVIDE (2) #4 TOP AND 3. DISPLACE SLAB PRINCIPAL REINFORCEMENT TO EACH SIDE OF OPENINGS. DO NOT "` BOTTOM BETWEEN ROWS OF OPENINGS, (1) #4 TOP AND BOTTOM BETWEEN OPENINGS IN 14 & 18 10d CUT SLAB PRINCIPAL REINFORCEMENT. THE PERPENDICULAR DIRECTION, AND (1) #5 TOP AND BOTTOM AROUND PERIMETER OFC #3 THEs #5 4d COMBINED OPENING. PROVIDE STANDARD HOOKS, WHERE BARS TERMINATE WITHIN THE ri`�TR� COMBINED OPENING. �- BARS NPICAL 811 FOR ISOLATED SLAB AND WALL OPENINGS 1 1/2"=1'-0" �I .1 FOR MULTIPLE SLAB AND WALL OPENINGS 1 1/2"=1'-0" o .1 1 1/2"--1'-0" "I �-- SEE 1/81.1 FOR TRIM BARS AT ISOLATED OPENINGS E.... q NOTES: 1. SLOPE TO BE 1 VERT (MAX) TO 2 HORIZ UON 2. LOCATE STEPS AS RE'D FLANGED COMPONENT DOWEL-IN COMPONENT Project LENGTH {UON} IN INCHES WITH FEMALE THREADS WITH MALE THREADS BAR L +C le NAW F'c-3000 PSI F'c-4000 PSI F'c=5000 IMPROVEMEW PER PER #3 21 18 16 12/81.1 12/S1.1 N J #4 28 24 22REOUIRED 2x RISE 12" v I #5 35 30 27 FLANGE ATTACHES AFTER FORMS ARE TWO PARTDOWELCOMPONENTS7 SW CENTER D „ �" v TO INSIDE OF FORM I STRIPPED DOWEL .IN : OR � x� #6 42 36 33 COMPONENT SPECIFIED SIZE FOR REBAR Q THREADS 4 5 #6 cy C` q4 = #7 49 42 38 INTO FLANGED COMPONENT # # ' MANUFACTURER z z z 2 z z ®z C T(/ ir . #8 59 51 46 AND w w w w W I w w W 'tR IQ� #9 74 64 58 BRAND NAME J o z o .J o z o ,_�a z o p PRQFF l d 2x RISE ar a- J a cs' 0 0 °' °- 0- w 53,E �y o � � #10 94 82 75 NOTES: 00 c�o 00 �`"o ®v U �' -0 i- w #11 116 100 90 1. AT THE CONTRACTOR'S OPTION THE TWO-PART DOWEL PRODUCTS RICHMOND DOWEL x LISTED AT RIGHT MAY BE USED TO REPLACE ORDINARY DOWELS BAR SUBSTITUTION #4 #4 #5 #5 #6 #6 0 ON I ¢< , SPECIFIED IN THE DRAWINGS, , oa ti v N Cc NOTE: 2, FOLLOW MANUFACTURERS DIRECTIONS AND APPLICABLE ICBG REPORTS. LEN ON FORM #4 #4 #5 #5 #6 #6 q REINF SAME SIZE & - WHEN TWO BAR SIZES ARE SPLICED, SPECIAL INSPECTION IS REQUIRED. SA ' SPACING AS FTG REINF USE LAP LENGTH OF SMALLER BAR 3. TWO-PART DOWEL COMPONENTS MUST BE OF SPECIFIED LENGTH DAYTON-SUPERIOR EXPIRES 2 31 14 - TABLE IS -FOR CLASS B SPLICES . AFTER ASSEMBLY. D-50 REPLACEMENT R #5 #5 #6 #6 #7 #7 . © GROUP MACKENZIE 2013 ALL RIGHTS RESERVED TYPC`AL IN, FOOTINGV I TWO DO' EL THESE DRAWINGS ARE THE PROPERTY OF t-- N SYSTEM GROUP MACKENZ „ „ IE AND ARE NOT TO BE 811 1 1/2 =1 —0 .1 1 1/2"�=1'-O" 1 1 T_ USED OR REPRODUCED IN ANY MANNER, ' �!• 1 1/2"=1'--0" �I WITHOUT PRIOR WRITTEN PERMISSION " 1'-6" MIN'S NOTE: REVISIONS: DOWELLED JOINT INSTRUCTIONS: -- 1/8 RADIUS TOOLED EDGE PIPES SHALL NOT PASS MEMSIONS DOWELS ARE TO BE SAWN (OR TH EXISTING PURLIN ts REVISION DELTA IF SHEARED, GRIND ENDS TO 1/2"93x1'-0" LONG SMOOTH DOWEL ROUGH COL, COL FTG wIiEET LOSING ©ATE OR UNDER COL FTG REMOVE DEFORMITIES) @ 1'-0" OC. GREASE ONE END. #3 NOSING BAR AT POUR STRIP USE #4x3'-0", D0 f - TREAD 1'--6" NOT GREASE (SIM CONDITION) DIGGING FOR PIPE TRENCH ' PARALLEL TO FTG SHALL NOT a- CONCRETE SLAB & EXT 3 CLR END BELOW THIS LINE w N �-- REINF PER PLAN t!� t •' 2 �---�--� .� PIP PARALLEL TO FTG p SEE SPECS FOR PREP R 1/2" TYP - "1" '� " " J OF SUBGRADE BENEATH REINF PER 1/S1.1 SHEET TITLE: 6 °' SLAB-ON-GRADE 4"'0 MIN PIPE SLEEVE. . • PIPE TO CLEAR SLEEVE 10'-0" MAX g 4 #3@18" OC EW BY 1/2" ALL AROUND 2x8 #2 DFL W/ DETAILS LUS28 HANG ER TYP (3 PLACES PLAN ) SAW CUT` 1/8"xI/4 SLAB DEPTH " O ';� • UNIT CURB W „ 3 CLR CONCRETE SLAB • / #14x3 #4 x CONT - �" • � . � ��� ,. z SCREW EA CORNER N v EXISTING � z .. � • ;�� • �. TYP GRADE BEAM---I �. SUB PURLIN NOTE: SEE SPECS FOR PREP % 800 LB MAX UNIT - DRAWN BY: t� OF SUBGRADE BENEATH g UNITS MUST BE MIN 10' APART VLK v$Qr SLAB-ON-GRADE - 2 UNITS PER GIRDER MAX �,.�... � � � � 9" MIN - 1 UNIT PER PURLIN MAX, SEE CHECKED BY: DBL SLAB REINF PER PLAN. THIS CONC SHALL BE B/ FTG ARCH FOR LAYOUT STOP EVERY OTHER BAR SAME WIDTH AS FTG A SHEET: AT EA SIDE OF JOINT 10 TYP u co tAom";ki 9 CAO%hNCRETE STAIR ONI GRADE CNONTROL/CONS"'TRUCTION N I IN T' K712 MECHANICAL UNIT °].� NO SCALE � .1 NO SCALE o .1 1 1/2"=1'--O" o .1 GRADE BEAMS NO SCALE g AND FOOTING'00 [Ju JOB NO. 2130079.00 UILDINGPERMITSUBMITTAL VL.K 04/22/13 15:22 1:1.00 i � CC3 cd cd ami I i j N F' Li Li --- r -I I I � I , lit + jCOO � . t-t 72 -T N 72 -TN • (B) (A) (A) I (B) oc iINIC C) 4) ❑ Ll ❑ El (C) RTU 1 (D) (D) RTU 2 (C) - -- - - � M O � I ! I ! I U cild 00 175 CFM AMAr®1 - -- -- - - - - - - - ----- - - - 375 CFM---- - --- - - G70E--- -- 1 - - - ----- - ------- - ---- I G75D I 4 -TON � N QQ (B) (A) - -___ _---- - -- -- - ----- -- -- —--- -- - --- -- --- ...�.. ... 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W 1 RTU-2 48TCDA08AlA5 71 178 158 209 236 780 143 75 998 208-230-3 41 .8 60 U '� RTU-3 48TCDA05AIA5 4 124 139 145 129 537 . 115 50 702 208-230-3 23.5 30 GOHMAN MECHANICAL, INC. 2012 �°�, ;� x ® ALL RIGHTS RESERVED COO CAD NO: 01 RTU-4 48TCD 08A1A57 1 178 158 209 236 780 143 75 998 208-230-3 41 .8 60 THESE DRAWINGS ARE THE PROPERTY OF PROJECT NO: - _ - RTU-5 48TCDA06AlA5 5 131 147 154 137 569 115 50 734 208-230-3 26.2 40 GOHMAN MECHANICAL, INC. AND ARE NOT TO BE SHEET NQ - USED OR REPRODUCED IN ANY MANNER WITHOUT 5 RTU-6 48TCDA07AlA5 6 150 169 176 157 652 115 50 817 208-230-3 32.8 50 PRIOR WRITTEN PERMISSION m I I of 1