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HomeMy WebLinkAbout147 HALE ROAD0 BUILDING CODE INFORMATION 1. USE GROUP: "B" BUSINESS 2. TYPE OF CONSTRUCTION: 2C NONCOMBUSTIBLE UNPROTECTED I- nCCUPANCY : 150 PEOPLE 4. GROSS AREA: 48,884 S.F. 5. DIMENSIONS SEE FLOOR PLAN AND DOOR SCHEDULE. OF EXITWAYS: 6. HANDICAPPED: BUILDING CONFORMS TO ARTICLE 21 OF CONNECTICUT BASIC BUILDING CODE. 7. VENTILATION: SEE MECHANICAL DRAWINGS r,.FRRFR SYSTFMS 1411MMIF w 1411INNIV mwmqqmmpl mrECHNOLOGY In 1141111111p, � � � 1� 1140081111oww' "Invow- -.1onEw. — y......o.......____.-..ram .._....�. ..,.�.....,........� SOUTH WINDSOR - CONN. DRAWING INDEX____ ARCHITECTURAL A- 1 Floor Plan A- 2 Building Elevations A- 3 Building Sections A- 4 Santinn A- 5 Details A- 6 Bathroom Floor Plan & Elevations A- 7 Room Finish Schedule A- 8 Door Schedule A- 9 Roof Plan A- 10 Reflected Ceiling Plan Lon Annulli Vice President Orlando Annulli and Sons, 1w. 147 Hale Road, Manchester, CT. 06040 Tel. 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SILL ON 3/4" paRTI 3p 2" �IC71 1N�UI-� „Zf' rL)9:CI N Ci �t -e4'' Q,G, yz ` a-r I', $ D i� Conitrutilon i ftel it le m' parfibor,--Uderbr 30 9 — — with Wyneteter rebel wittwut perneter relief 50 30 15 9 2500 900 230 85 wibng—etterior gypsum 1 30 9 900 85 wads, soffits—exterwr sh= 10 3 100 1 9 l boy w Me";&,L 5TUP6 09, PROVIDE 5b*146t N5. 11 SoUNIo flR i`IRE � I Li 66 of Md.�• U yCT c,0wR0L- Jo I N-,� No , oq 3 4 � T o�LETInINTL)L_ A5 r N, m-f L (TV DFZY V i T i I! i.I 11 Mvt:. 7n1' �•� ri�� �lu� gat �.c. ID E T I L , ,1 3_0 i= LA H IAICx 4 F'1 MjL1-1)P } 00V E L I- DPEik o f s I x ` S f � ROOF Hz%-F(,H Dr::Jpli- 4- PLY I H VA G UN I T PRE�r1 G UR$ ZX4 HAI1-AFC aft 5TNcf bwal� SECTION li C.� 0 0 ZI Z� Ln t � WI �f W L-Lj CDV /ten ,' E I e 0 0 • cD .� 0 C N CZS � CZ Do CO a� 4 Nt.Y bull-T- OP RO nF °' 0 IN�U(-a'i'IoN — 03000- F5 r _ a> rLASHIN q-"MIN. ��c INSULATION n i N PL U M 131 N ci `IEN-T TE FI✓R-L=-D SP61 E 1NsUf-ATlo� F--'LU1"I311N-1(-iVENT. �J(P, 1'01 wr FLd4c;>�� 1N Raot~ cI Mt-::NT- fSulo- '- UP 900r R,00F DRAN DF—T41_L__ Hrs i b4Zi\lt'1� q� RrWff EXPANSION JOINT /-\E5TH-F-,T1( SOINT DETAIL N ,-r S . ILI 7325 4' ^ !lliiill iiil•� NO. DATE REVISIONS i JOB NO. SCALE DATE 3 - Z 7-'� OWN. BY CHECKED A05 1 1 3'- S ce-P . _fU Wet..l_ „ rp 1_ 611 3 _! 11 1 !IN 3'- 0 31- o 10 CQUOlf P TOF 0 0 r o 0.0 ti, F M,L ffPOte CF-R , TILL; WALL, 1 2 G 4 3 .- j' 4-o� Gvp, TtL& W©-L- ' E N L A P 61 E D F1-o0 R �"L/-\\N TOILET - co f Der !�►N -I L" bl F• I� _—� I T__ oz. 1 v ! v� --- i L0 _, ql_o• NI(�N BULL M F-10+f'f m � C,'fll.r tNAe L EHL Al:lD_lCTEj) FLOOR F.�L/-\I'l _---F1F-- — T 71 r - I . I L- VAT 0 N p E V /—\T 10 H 1 rt tt- t-+t+-- 4 r 1 ' +- . CA' + 7 .. ; 1. t 7 1 I t,: L E" VAT 10 FA 6'- o" I o, o , 11A2, a ELFVfION G B 5 c� L l& ytq-" C c o 1, PIA) N 1 I 2 2 L W/_*�'-_T! ON 3 3 L E VLT 10 N SG. ,1- E. 1/4" s I'- O �, '�— �,—E\ 1,VF10N 3 3 ELL01NA FA !y i'DIL�T PL�f�1•. ' a- 4 E �_ V4s, 1 F 5GPL-E. 1/4', :� I,-o,l NNN n i - NO. DATE REVISIONS JOB NO. SCALE DATE 3-Z7--'6 OWN. 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N'IL Poo H-ri)[It, KIcir PL&I16 - u-&,IeP_ 6-1 'er'x7'- 0 I L { f1t(_ 1_� H+ H Gl- h1-rL �bNIG- CLt�j�R-K1UC I'J `�-W t'FI� 68 ��.o" 7—a., f 5� P .E a DOOR T'TP�_ 1=�U5�t I I - t 1' '�L HEAD I)-ETAiL @H,M, DOOR HEAD DETAIL � @/SLUM, DOOPI, H 1AII-E) [)ETA 5TL 'CR6G� a, �4, D0o i a Of, H. Dook JAMB DETAIL �VALL TYPE 'A JA M B DF-T-&) L �'�c /ALL TY� "D' T 1AMB f)P-rL1L� 3\ e WALL fl` PE It B 0 0 z �= i i_J__1 0 LLJ i (f Q cn-- � �. s O 0 t ` J325 Q7 �•'��o-''t:py:M1,i_ �=� ono ��,, riuirrn,ua:urlJnntt4��0 NO. DATE REVISIONS JOB NO. SCALE DATE 3 %%'' QQ - Z,- OWN. BY CHECKED Htj AE8 1'_ 1 r + „ ,% 1 Zq-z—G' ROOF PLAN 5e-^ -E 1/1('0" - I + o" L oo-- 0 O T— C �4 (Al i— V ! Q wco ! z w o �r) Ln O O w . _ O L cn a> U I� I M N N I 'o It O co ir — //�� ID co O 0,111111111tIt:1l:( r� F`, n 325 � n ����i��arruattnLlil o V NO. DATE REVISIONS JOB NO. SCALE DATE 3 —Z DWN. BY CHECKED AM9 X I I � I Q NI f ( t �1 I � I 1E I I I i 1 9 r i 7wE 85.s 'rwE 56,S' \ .y 4 c.s r.= ��- ��-.,-1- - .� I-- - -- -a-� -� -- - --- --1 I I- - - - - • - -- - - i I I- - - - - - - - - - �-►-t-I-t 1 =iG I F 4,5 sT�e� FTG� F 4n5� F4.S ��►.S I i I I I i i I I i I i I I 1 1 'I i 1 P- s -- - - - --- �-- -R F' s r 1 i 71] 1 1 I A I IFC..a I ► I I I ! } 1 I it i I i I I I � 1 i I c.� �r i STE k — - —-------- - - - - - 47 } DOE U� I I i I� I �! Lu i N0T t oZi E- h-1 TAM 0 Cr, v:I ES r�- �r 0 cD U■ U ti C N c0 L mi o� c� • V'�:a0 r °mot rye. o� 7325 ,° l NO. DATE REVISIONS JOB NO. SCALE DATE 3�Zc�k4t, OWN. BY CHECKED may, i J I a F— o� A*TCtA LINE ,p 0 N m..R.qm O; 4 I 0 - T In 2 iL y 0 v 0 ca 0 wc N 00 cr — co L 2 o. 7325 a+� NO. DATE REVISIONS JOB NO. SCALE r h-� DATE OWN. BY CHECKED Qohe- Ii C s-z 1 � i W A .----- P.t i ")�.7" . ►�'` PLC N 316,"' PIE Z (3> WALL *-4 vc 4'-ca L-0* 6, V T f ik 1-%1 Lj e N ` SlAS CAN GR .C.- M �► � IN � G'QAGE 'k 4 @ OT►� ire ��. i AIi_S SAt.F 4P 34 �_av+-4 .J Ir lk SC-C.1 1at4 C i_OkD1t,�i :C 5ET�EEt- U>OC>V_j $ CCD►aG. 5LA,f5, f .� *-:3 (e two, C 0 " + pl y. VE7AJ` 5 visa 7, Z 5 cv..�T• • # 1114 s"��, r ,N *4 VF-ZT �--A L. 00wrt• 1- C lotiECa `�lro �i.w, F 4 Tilt' 10 �, 10 1'�ti ►,�T�,,vouS t3hRS • -- WALL C09-WEQ DEZAIL. 11�T.S. Z" 2tC-., D +►45:uu4'T'',0N cDmT, cowc, F IZ4 TYPICAL W..65EC1OW SCA>_ E 'Az. z 3" 4 '� G 4 T1>rsEP- M N .1 �{z,ucTvRa•L G,RAJff�.. - 12' cow(: r- D 14 — (-4'0 4 CoNT Tlt B CQtaC. FT& S E C.T[ d N- L. JAD R46 UCC4 ST R I (Z% • ' t: � Zt''tZiG+t'7 INSc.�L�.Ttq� — L'-O"y 1'-ar FC.IT C014c. pzn T Y P I GN L C JC t1 . SPECIFICATIONS: GENERAL 1. All work shall comply with State of Connecticut Basic Building Code and Specifications and the latest Edition of all Applicable Specifications of the ACI. 2. The General Contractor shall verify all drawings for coordination between trades, locate slots, sleeves and trenches as required by Mechanical Trades, provide and/or install anchors, inserts, etc., as required for various trades. FOUNDATION 1. The slab shall bear on compacted structural gravel fill compacted to 95% in 8" lifts. 2. Assumed safe soil bearing capecity 3,000 PSF. 3. All continuous footings shall project a -minimum. of 6" beyond each face of wall and shall be 1'-0" deep unless otherwise indicated on Plans and Details. CONCRETE 1. All cast -in -place concrete shall be normal weight aggregate having a minimum compressive strength of 3,000 psi at 28 days. All concrete to be air entrained. i 10 N( „ �rn w� C�•x�« „�I«�W� Z 5 c-Ow . ro P e>0TTDH Lam_ ;O I .✓ N �" �Tf2cKTuArt w. ca .ate£ Fa_" r�. COP+C . Diu TYPcA+_ wA�._L SC_:cT Ior�4 5CAL_r- CONCRETE REINFORCING 1. All reinforcing bars No. 3 and larger shall conform to ASTM A-615, Grade 60. 2. Welded wire fabric shall conform to ASTM 9-82 and ASTM A-185. 3. All continuous reinforcing steel shall be lapped 24 bar diameters at splices and hooked at dis- continuous ends. PLACING CONCRETE 1. Concrete construction joint requirements are as follows: A. In foundation walls do not pour straight run longer than 80 feet. B. In slabs on grade, pour in alternate panels in checker board or strip fashion. Each panel shall not exceed 750 sq. ft. or 25 feet in length. C. Control joints may be saw cut. TESTING 1. Take four (4) test samples per pour. Testing to be performed per Engineer's instructions. U hi V, LU t to f- LU O O U =V W N "� o - CO = v 9 I M 4 ' •� m �� �3VZ5 ay �'! ♦ ENS 000 p a00 V NO. DATE REVISIONS JOB NO. SCALE DATE / OWN. BY CHECKED A, .0. v.,£ J P 'r- 4�Q3f*I' � r- Ut4 ERStPE DEoY_ _ 2 �4' -- 20.� 20 2o'•O Zc'��o '10�� 2o'•a 20'-� 2o'•v 2a'•� 2 '• o ?o'.� 2o'.a 0 c�xq.e i-G'•otZ) c•! �.� •�'-oil q�$_-G'_o�L� G�x°1.S�G�o�t� c'i�a,8�-G:o�.> o'1xq,8�-�'-o�.> ����-�=o�t> c•(I-0�2) w I o *22 w to x22 >• W to x22 1 .� �► o - T W v 12 W t x22 r W Ip>< Z, w tox22 Ia (-Z�ii (-Z�,� a (-212) (•Z�t) (-2�,1 (•2�.) a (-24,) (-2i� 1n1 +0+�2't. 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LIJ nwi i_ *1 6J ItA 0OL I 1.r e,a .77 I 1 I In.1tt0917-r 1.1 1n ..7i 11�i 1nwM ll�- --_ ._ T=v'�r .. -' ---I- .� r•1 G-�fJ '- --- ry I..�^r••-' .--T -----r, I -Ivy- -r.yr ..- -. r--■n.■171 4. r--1.�-w- - 7V ►vY-G.c I V'-■1.+--n--1 Ilk 'rY l I V y. 4 f.. 1 T • � 1' 'r • �• 1 W I I U (, (• ■ WI xt4 MG I _ - ----- C�rtal��'-off) j-c'I-,�9.8 -�.o--�o-a UtJDERSIDE DECK ►n _ L3x3xt¢ �co�T'-Iri•2'Z:' -� W}4t2l) � iC_j N ��IV� ►J�� � oo� VL 3 3t 07 ' No. 5743 GENERAL NOTES: STFRr - 1. All steel shall be • per ASTM A-36 (unless otherwise noted on drawings). 2. All structural steel shall be in accordance with the AISC "Specifications for the Design, Fabrication, and Erection of Structural Steel for Buildings-- (AISC S326-78) . 3, _All steel shall receive one coat of rust inhibitive paint. A. All welds shall be made only by welders who have been qualified as prescribed in the "Standard Code of Welding in Building Construction" of the American Welding SOCLet,y ( AWS D1. 1-79) . � Roof not designed for g ponding. Scuppers shall be roof ponding in case of roof drain failure, provided to prevent All steel joists shall be in accordance S. 3. I. with the specifications of the G, All steel members shown on this drawing are structurally adequate to sustain the following design loads: W 8xl0 L�I Vf)E LOAD DEAD LOAD 0 i p5F 17 tPZI t -7. A ~-L ,22 V_tSkt a©+ Tot, I V R00F �:RAMIC; FIt- Aa4 -- ------ -- -- TOP OF .ToI�T� PE�.IMET1~R. (+iCo'-2�.� A53vE F►NI FL, ToP of �;Ti'E-L t✓E91METEI2_ (+IG'21Z> l�E�-vE `~IIU, FL, EL. (0'-0) u N^ (- FROM EL:_ ALL It4TERtofz GOLD SHALL FL T14- ALL ExTE�toR GvL�a. �NALL EE T,:�, �LooF DEG1=•' [112 22G, .. 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M k .,.,.-. ,,,., w 'y. • •. .�i .. : c+. .� .. ..., '4 .i� ..r.,. _.Y.,a 1, 'T 1 p., t`' .... .:: .. - -.: � u ;^'k Y ,y .,.. �• '...:._ z .i;•. v:-.> .v ...: :-!: .. I. ;-,,:, ,e:. �-.. �..p," `§,.at, 'FTF 0 ��: � •c �. ` sib e. t,• ,::,, ds.�` -•.'. •' �-:. .... �..!- ^.. ,. , .._ ,-,., .' .-. _..� , c..s °s,r g nlyyrg . r d:1. _r S" � s. . a, �* w ry: s. �.. . ...•b.,,- __.. _ �, ..,.r- 4 . ,. ... � .'... ... �X?.•:Y ..! J .. i.!j�`r{ _St¢.f. I: ,, �.�. �••s°.'r� -:T' r7. ,��°�,t 4:?' .,a: .C'�y`,'°g''y. ,i yjr„ -.� •1.z 'fK;� 4111 '•R' t_ r 'i dPi,�a!-L� ''+�i-`ry�y xP, y.- 5'i _yJ�, .�., y��, f: '�•+4a ��'.�'�' .� Y �� ujo J�t k ,1 X x � 1y� �. Vt,� ' �.t V� 'r•t'� ',t -a r w4! w' Y / � 7 5 �, y�x. a A •Ii....r. , �>C�ut' e r 1 /1' WK9 MAKW? I"Il4e cUJT�t.c TUFF I ! i-bl �' � aAd tCr I U*v 8q rJU h�tivt GENERAL NOTES 1. HVAC INSTALLATION SHALL BE IN COMPLIANCE WITH STATE AND LOCAL CODES. 2. CONCEALED DUCTWORK SHALL BE CONSTRUCTED OF 1", TYPE 475 FIBERGLAS DUCTBOARD. TAKE OFFS SHALL BE EITHER DUCTBOARD, ROUND PIPE OR FLEXIBLE DUCT AS REQUIRED. EXPOSED DUCTWORK SHALL BE CONSTRUCTED OF GALVANIZED SHEETMETAL. ALL DUCT INSTALLATION SHALL BE IN COMPLIANCE WITH CURRENT ASHRAE AND SMACNA STANDARDS. 3. CEILING SUPPLY DIFFUSERS SHALL BE METALAIRE MODEL M-2, ALUMINUM CONSTRUCTION. SIDEWALL SUPPLY DIFFUSERS SHALL BE METALAIRE MODEL VHDA, ALUMINUM CONSTRUCTION. RETURN GRILLES SHALL BE METALAIRE MODEL RH, ALUMINUM CONSTRUCTTON. DIFFUSER AND GRILLE SIZES SHALL BE AS INDICATED ON DRAWINGS. 4. ALL GAS PIPING SHALL BE SCH40 BLACK STEEL WITH MALLABLE FITTINGS. PIPE 2 1/2" AND LARGER SHALL BE WELDED; 2" AND SMALLER SHALL BE SCREWED. 5. WATER SUPPLY AND DRAIN PIPING TO HUMIDIFIERS H-1, 2 AND 3 SHALL BE PROVIDED AND INSTALLED BY PLUMBING CONTRACTOR. 6. INDEX FOR VENTILATION: 1955; PER CONNECTICUT STATE CODE MUST EXHAUST 0.04 CFM/SQ. FT. X 48,885 SQ. FT. = 1955 CFM MINIMUM. TOTAL EXHAUST THRU TOILET FANS AND ROOF"_'OP UNITS IS 3650 CFM. 67 �y gad �`'�"�;� .�► ,� ;� ate ��,� . COLONIAL Air Conditioning Co. Engineered Heating and Air Conditioning 4 Northwood Drive • Bloomfield. CT 06002 • (203) 243-834 t O O • U e. C N v' N O (.c) ¢ r, c g o 7 = v v9 cu • Of 9p P<F 4, t N,• 11284 LM� NO. DATE REVISIONS JOB NO. SCALE DATE ti1 7 OWN. BY CHECKED (D 50 a-- f C j � � r r I f 111r r qU,-4 Q„ rl Q T- 0 yF O ' i i i I J I/I6" _ l'--c; r } N f ;t � f f i i I Q I gopr-rU,P .UtJ IT up, 'A 4A vas CkC4� ti 16"PIK-rVV% SAID AFI�G PEf4lL v sc4L.F COLONIAL Air Conditioning Co. Engineered Heating and Air Conditioning 4 Northwood Drive . Bloomfield. CT 06002 • (203) 243-834 t 0 It 0 cfl .� 0 U i r L _ rA C CV C� N O cri. 7E L� v CU ,go ,Fog0.." ' Off" '""N�LI'•. Qh�4'��'` q ✓ �Q' 7,p � � . g f 1{0. 11294 NO. DATE REVISIONS JOB NO. SCALE DATE OWN. BY , CHECKED ROOFTOP UNIT SCHEDULE UNIT NO. MODEL COOLING TONS HEATING MBH NOMINAL CFM DESIGN CFM ELECTRICAL @ 208V/30 BYPASS DAMPER NO. & SIZE CURB MODEL TOTAL WEIGHT INPUT OUTPUT MCA MIN FUSE MAX FUSE RTU-1 BYC130G3 11 160 121.6 4000 4350 69 80 80 1 @ 16" BYC130 2200 RTU-2 BYC100G3 8.5 120 97.2 3000 3400 53 60 80 1 @ 12" BYC100 1500 RTU-3 BYC130G3 11 160 121.6 4000 4000 69 80 80 1 @ 16" BYC130 2200 RTU-4 BYC130G3 11 160 121.6 4000 3950 69 80 80 1 @ 16" BYC130 2200 RTU-5 BYC100G3 8.5 120 97.2 3000 3325 53 60 80 1 @ 12" BYC100 1500 RTU-6 BYC170G3 14 160 121.6 5000 4000 77 90 100 1 @ 16" BYC170 2400 RTU-7 BYC200G3 17 240 184.5 6000 4800 95 100 120 2 @ 16" BYC200 2700 RTU-8 BYC100G3 8.5 120 97.2 3000 3200 53 60 80 1 @ 12" s; BYC100 1500 RTU-9 BYC200G3 17 240 184.5 6000 6800 95 100 120 2 @ 16" BYC200 2700 RTU-10 BYC200G3 17 240 184.5 6000 6790 95 100 120 2 @ 16" BYC200 2700 RTU-11 BYC130G3 11 160 121.E 4000 4400 69 80 80 1 @ 16" BYC130 2200 _ NOTES: ar •,. ... .. .:-1! ., � � �.� 7 .y''"e- 1-i �r rF�}Inb Ci. .�;�,���,1� '� i� , �f�. ; . .�..-., .. , -�.' ^'�`��`�_..... :. r }:- ar7rt� ;✓+''v ''?' �T '� y . '� d�.yam,- � I� 't 1. ALL INFORMATION BASED ON TRANE EQUIPMENT ../,as�x{ �µ f �y, �'f ; n 2. ALL UNITS INCLUDE ECONOMIZERS WITH BARAMETRIC RELIEF.r�i�� # �1 3. INCLUDE LOW AMBIENT KITS ON RTU-4 6 & 7 +'- O.B.P. ® _ BY PASS DAMPER WNELOCITY SET POINT KNOB TO PAN CONTACTOR IN UNIT CONTROL PANEL VELOCITY METER L.A.T. SUPPLY AIR O O O O\ D D S.0 (STAT d CONTROLLER) 1 1 SENSOR WIRING (MOST CRITICAL ZONE) OM1112011E 24 V. TRANSFORMER - 12 VA/OPERATOR 0 T-STAT W/CRITICAL ZONE SENSOR MTD STAT `t r AL ` ZONE SENSOR T-STAT TYPICAL OMNIZONE GAS - ELECTRIC SYSTEM WIRING CONNECT VELOCITY SENSOR TO CONTROL PANEL, COLOR TO COLOR, AS SHOWN IN DIAGRAM. INSTALL AND WIRE 24 VOLT TRANSFORMER IN BLOWER CIRCUIT. DO NOT CONNECT ANY OTHER DAMPERS TO THIS TRANSFORMER. OBP IS WIRED THIS WAY SO THAT IT WILL ONLY OPERATE WHEN THE FAN IS ON. r. 1tt. IN U is v UAMI'CH OMNIZONE DSC & LAT WIRING FOR TWO STAGE GAS ELECTRIC UNITS E AIR G C yVz WT Y2 yI q CONDITIONING UNIT TERMINALS TO SENSOR *m TO SENNSIr Ol!R.. OT TO SE NN�SOORR t7T7 TO SENSOR W LAT TERMINALSs,P, W q� ^} B INDEPENDENT 24V POWER /1 SOURCE r I I yr ;O ON q ,O ,O H H C C SWITCH OFF SYSTE M DSC IN FAN SWITCH R AUTO R CALIBRATION POTENTIOMETER ��ff DO NOT OPERATE WITHOUT SENSOR OMC PHASC 11 OMNIZONE B R W G THERMOSTAT 0 C) 00 WIRE -' COLOR MOTOR TO COLOR CONTROL BOARD 0000 24 VOLT AC B R W G 12 VA LED TO Y Y 2 1 INDICATE HEAT MODE MOTOR O C FACTORY WIRED EXHAUST FAN SCHEDULE ELECTRICAL UNIT NO. MODEL CFM @ SP VOLTS HP RPM EF-1 VD-8 650 @ 1/8" 120 1/20 1610 EF-2 VD-8 650 @ 1/8" 120 1/20 1610 NOTES: 1. ALL INFORMATION BASED ON CARNES.EQUALS BY PENN OR ACME ARE ACCEPTABLE. 2. INCLUDE ROOF CURB AND BACKDRAFT DAMPER WITH FANS. 3. CONTROL TOILET ROOM FANS WITH 7 DAY TIME CLOCK. ELECTRIC STEAM HUMIDIFIER SCHEDULE UNIT MODEL CAPACITY ELECTRICAL WEIGH N 0 N0. LB HR S V LTS P 0 / H KW AMP S EMPTY FULL H-1 VPC-14-14 79.5 208/3 28 77.6 77 212 H-2 VPC-14-14 79.5 208/3 28 77.6 77 212 H-3 VPC-16-16 90.9 208/3 32 88.8 77 212 NOTES r 3" f+' f 1. ALL INFORMATION BASED ON DRISTEEM.EQUALS BY WALTON ACCEPTABLE. 2. ALL UNITS INCLUDE 24V WALL -MOUNTED HUMIDISTAT AND DUCT -MOUNTED HIGH LIMIT. OMNIZONE DAMPER SCHEDULE SYMBOL SIZE, IN. CAPACITY, CFM A 6" 125 - 175 B 8" 176 - 315 C 1011 316 - 550 D 1211 551 - 700 E 1611 701 - 1250 FLEX DUCT SCHEDULE DIFFUSER SIZE FLEX SIZE ' 6 X 6 6" 9 X 9 8" 12 X 12 1011 15 X 15 12" OC O v ■� L U I� N c N cz O co �� ��O co �. 2 /R h (D CO00 N&C 0f C .� C . M A 0- -11, 4 s ; KQ� * �x p No. 112M +' ��'►sCdS10HAt �04: rr..r: rrn.c NO. DATE REVISIONS JOB NO. �pU`1 i SCALE ,I 5c�l,t Ivb DATE OWN. BY CHECKE A) IP. a J