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50L7, LAND5G,4PE ,4ND 5f=1RJ NiGLE-R 5YSTEM 5H,4LL BE
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CONSULTANTS:
S TRUCTURAL ENGINEER
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(2 08) :522 7356
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MECHANICAL :ENG4NEE IHC
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4445 - North 28th East, .S A
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'(208) 522 7358
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Pldoa.tello Idaho' 8320
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(2 08) :522 7356
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MECHANICAL :ENG4NEE IHC
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Mechanical En "ors
4445 - North 28th East, .S A
Idaho Fait% Idaho 83401
'(208) 522 7358
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NEyV 5L? MAIrtH4LE I I�15Tr4LL I N AGG0Ri7;4N0E Yl!
LEGAL 4JTIL.ITY .,4N37 CITY OF REX$UR6 STAWPr4RD5
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LOCAL UT! L I T/ AND 017Y OF X8tJR6 5TAN17,4R175
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INLET i
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ER T BE 00 P41TH AN EP DXY ' 50NDIN6 ASENT.
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PRODUCT INC) OR EMIVALIENT..
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-ES2
Struttu of Eri
4943 North 26th East, STE A
:Idah-.o FoJls. - (defiz :83401.
(208) 5.22. 7-356
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MECHANICAL ENGINEERING
.M SS
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Mechanical En
4943 North 26th .East, 'STE A
ldaho falls, Idabo 8.3401
(.208) 5.22 7356
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ELECTRICAL ENGINEERING.
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STRUCTURAL Eli CANEERING
ES2
Struicturdl En
4943 North 26th East, STE A
ldaho falls, Idaho 83404
(208) 522 7356
fax (208) 552-9302
MECHANICAL ENGINEERING
M.-S-2
Mechanical En
4943 Noeth- 26th. East: STE A
Idaho Foils, Idaho 8.3401
(208) 522 '7356
:Fcx- 08) 552 :9302
ELECTRICAL ENGINEERING
PAYNE ENGINFERINGINC7
1823- E. Cehte' SL
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ldaho falls, Idaho 83404
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fax (208) 552-9302
MECHANICAL ENGINEERING
M.-S-2
Mechanical En
4943 Noeth- 26th. East: STE A
Idaho Foils, Idaho 8.3401
(208) 522 '7356
:Fcx- 08) 552 :9302
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-;,J , rHE CONTRACTOR S1--]ALL -A WRITTE.�] I L I To TI__7 Of rt- I E :'_�UALITY' -ASSURAN PLAN: Pi-R MASONRYBLOCK BLOCK 'i. IDAD B E ARA N G I'N i T1 CONCRETE SHALL 'BE HOLLOW, L-i/-�HT vV TIVI C55, 90 AND- WTH A M i N M: U UD. 1PRESSIVE STRENG7Td OF 1:900 PSL ALL BLCKS S:.-IALL BE P'1-_AC C I N. R LJ: N N 1: N G -.0 0'�: D -JN S L j C'TJ O' N I % L L VEPTICAL IN
p D AT LEAST ONE -LAP U1REIVIF �`M AN D AS VIY SHALL COf-%,'FORM TO RE.,.) F A AFOREMENTIONED S1-1ALL N-O'f 3E COINS'DERED APP-k�OVED AIJER 'EING�NEER, s .(a..) WHERE SPLICES ARE 'STAGC;ER M-ORTAR 7H USE THESE LAP LEN-G_'THS C780 FOH' HELD TESTING, IYPE C)F, GGM
REVIEW ONLES-S SPECIFICALLY NOTED AC(.`0RD]NGLY. THE SHOP DRAW-IN-11--75 Do N 'OT SU:PRSED:E OR REPLACE- --H:E OR0NAL DRAWING', I' Y 21 �O ,ND FNG'NE RING P:R0VID'r____'D BY AND SUBMIT-F-D FOR :RFV!-51V RFAR WHERF MORE 7;:-HAN: 1/3 OF 8ARS -ARF SPLICED AT 7H`E SEAL O' AN APPROR IATELY E:GIST RED ENGIN. F FNIGIN�FRING ON L0C-',AT1:I-0N U'---,:E THESE LJAP ',--ENGTH:S
DEQUACY
STRWI.-J'TURAL 'S)OLUTICINS SHAL' NOT :13E RE5PONSE9LIE FOR THE A.
OF EN%GINEERING- DESIGN-S PERFORMED BY OTHEPS. RVE 'N0R-KIN--'3 DAYS
SHALL BE ALLOWED FOR THE ENGINEE:R'S REVIEW. CONTRACOR SHALL
PROVIDE A CCPv OF :EACH SUBMITTAL FOR ENG-NE-ERING STRUCTURAL
BASIS'FOR DESIGN
GOVERMNIG 6U-11:LDIN'u'- CODE, ................ ------
2 3 ; R
GRAVITY DESIGN'
A FTT W i � _XTT
R00-F
EMBEDDED BOLT
DEAD ............... -----------------
0 PS F
ROOF SNOW LOAD. .......
MIN BOLT
1 (SNOW LOAD IMPORTANfE FACTOR) -----------
I -o
DRIFTIINC PER IB-C CHAPTER 16
OSB
DEFLECT10IN11MIT-5.
:HOLDOWN.::
ROOF EILEVENTE: (1E) TUS-SES AND
EMBE:
TOTAL LCAD
L/24.0
LIVE LO-AD._.. ........
L .360
'SEISMIC DESIGN
("KI T '.:PAC:E!.-PR,I:0R\ TO OUTINf"
USF GROUP ...........
F.
1E.
F3 I
S ................ ----------
0.494
I pjj
0.
SJITE CLAS-S� ........
D
LATERAL S YSTEM ...... ."NOOD
S-:H E AR 'YV AL _1 S
R ...................................... ..........
6.5
COEFFI-CIENT (ASD) ...........
48 4
AN,A.LYS6 PROCEDURE EQU IVAL7NT LATE RAL-FO
. .
P'O RTIQ N OF 'SNO LOAD I:NCLUDED
0 %
WIND DESIGN
0
'BASIC WIND SPEED- ---------------------------------------
90 M-P H
:EXPOSIURE
...... C
H
z
500
L rj I 4 0 C-'jF'
KiL BEARINC, PR"55URE
_' 7- &D P 5 F
SOIL HEARING PR-;-:SSIJRE W 1 / /3 I,NCREASE FOR
PSF
FOR WIND DR S-E-1SC
1.4 L I
LATERAL :rART-H BASEMENT WALL ------------------
N./A
'LATERAL EARTH �PRSSURE CANTILEVERED WALL
N /A F(,-,
M;-NIM-U-M F'PO-.ST cOvER,
36 INCHES
VNIATNATIMI
ALLOWABLE 13EARING POSSURE
ACCORDING TO THE REFERENCED BIJI-LDING GEOTtCHN - ICAL REPORT
ENGINEERINA(_`� STRUCTURAL SOLUTIONS IREC-GIMMN-ENDS THAT A GLP_0TECdN!CAL
REPORT BE CO�IPLETED PRIOR TO CONSTUCTION, IN HE EVENT THAT A
GECTECHJ.NILCAL REPORIF IS NOT -F>R0V10:E-D, ENGINEERINC STRUTURAL
SG.LUTIONS ASSUMESD_- NO- LIAF.,J:LiiTY FOR THE ENGINEEPINK E Xp E R I:s NORMALLY PROV.ED'ED BY A REPUTA-1--E (_'��EGTECHNICAL -ENGINEER.
FOUNDATION PREPARATION
AS A M[NIMUM THE EXISTING SUBBASE' SHALL BE rREE OF COE"31BLE"S LARGE_�
11 � S '
THAN 1'2 IN AD AM�Ti �R AN'b SILT `61� 'CLAY OLP-0 - FX:STING SUBBASE ,S)HALL BE S'CARIFIED FOP 2 AND COMPACTED
(95% DRY -AND 8"' 0!-� 3"' VtNUS GRANULM
MATERIAL 9:1. PLACED- ON LkSTING CDV1PACTr__D SU91DASE -AND "OV-PACTED
05% OF -DRY DENSFFY).
WELDING
"ND CONNECTIONS �VELDIFNG OF BARS., METAL IN-SERTS, /A
CONFORW T A'AIS D-14 AN SI.IALL UK. MAD:E ONLY AT LO-/--
SHALL. 'NOT f-DE UIN-DENT AND. RE�BENT.
PLACEAND DETAIL
ALL ARS SHALL BE D-�'[Ak_ED ArCD PLACED PER CRSI SPECIFICATII�_)Ns AND
iANDBOOX, DOWEL LL VFRT RE!* GIRCING TO FOUNDATION. SEC'URELY TI'E
ALL BAR'S �-N BFIFORE PLACING CONCRETE.
PREME'551NO STIEL
'PRE5TPE5:'--_,1N:G STEEL SHN-L W.// ASTM A41 6:, 3FAIDE 2-10,
SEVEN..-MiRE LOW RELAXATI-ON 'W1 THE F0i_Lk'2VflNG I%AINIMUM PROPERTILE_Sd�
ULTIMATE TENSI�I:L_F S. REGTH ...................... 41.3 K
SECTiONAL A��-:_.._A MO: D U'LU S' 01" -ELA_Di %JT� 21 EF ECTIVE FO 27 K
TRANS'FER FCj PC E .............................. 8.9 K
CON CRETE
MATERIAL
SLAB ON GRADE, FGOT'NGS, AND 'NALLS. PSI '(DESIUSNED FOR 2'00)
0 N -C RE -1 'S L IJ M R� ...... 4 INCHES
MINIPI-JIVI, SACKS OF' TYPE CE"MENT PER CUBIC YARD, ....... 5. -AIP Ek\.ITP\A,I,NME-NT 1� 6% AT EXTERIOR ONCROL
3% AT ':":TERJ0- P VAT C H 1: N G I M: �X- I NG A N D'T RAN 5: P-0 RT I N G
AN:[) TRANSPORTING ""N!_`LR.ETE SHALL �BE PER
L ACI Ji,r4R
BE DFSI.GNFD BY A CER-T'-F!-ED LA:90'FATORY AND
.AP'P��OVED :H.' "HE' ENG[NEEP, OF FEC'ORD
'S,HALL HE REGULAR WEIGHT O'F ]`�5 POUiNDS_1� PER CUBIC
ROCK ACGREGATIES CONFORMI-NIS T ASTIVI C3.'
-,00T C) -i"ORTLAND CEMENT SHALL CONFORM T- Af_`I 31-8 CHAPTER 3,4
,N 0 N 0 R HAN 90 m:i, S-FlAil ELAPS:� 1341WUN -AND (2ONCRETE PLAC-E�IENT, ON-LESS AF-PROED BY TH:E ENIGNEER. OF
ZED TESTIN(S AGENCY
L
R E!,, OR AUTHORI
-CH THAT T�E- MAXIMUM
WATER N-OT :�F_ ADDE� Al' THE J-0-8 S'IJ
RAT:f�i IS EXCEEDED
FORM WORK
FORM WORK SHk-1_ RF PER AC;1 34-7R
PLACING
PIJ�C:NC OF SHALL BE PER AC'I �04R
OF BY MEANS OF �PUMPING S1--fALL BE �: A-Cl�f
-304�2R
PEINFORCI-N(,� S_':_EE-L AND EMB-EDDED ITEMS SHALL -BE CLEAN AND F E RE.4 -,!%-ND OTH EMBEDDED SHALL 13E IN PLACE ANU
T
CARF SHAH. -7iF TAKEN TO ENSURE THAT EMRID-DED. ITEMS AR� -r_)[sPLA(�E-__'D V1HIL-F CONCRETE
'SHALL. ENSURE THAI :FRGPFR COER tS MAINTAINED AT ALL
FE:.NF0RC!N(_3 DURING PLACEMENT
GROUT:
G p .C j: L IT :S-HALL CO:NFOPM TO _)1JT TO F1 INTO ALL J&i
�_-'P SHAL--_ BE U-SED F F �L-FFICIENT VVAF1 MASONRY -wiTHOUT SE_G'R'EG,,AT1:'_"N.
I "RCUT HAVE A MINIMUM CO3rdPRE-5`-_1IVE 2,00D PS' AT
r 98 DAYS-
ALL CELLS 'N CONCREI'L -BLOCK CONTIAININ(_� FILLED
1,01_10 WITH' GROUT.
HOI. GR'DU D-O'NN 1, BELOW TOP 0:F AT LIFT MASON RYCOMPRESSIVE STRENGTH:.-
_EM ?M-ORTA',
NET C".0iMPRESSIVE OF THE BLOCK AND SHALL BE. fm` 'F MINIMUM HORiZONTAL REINFORCING: 4 TYP !-r-3RfZ ED A" -`-Cj" :�-,,IAX D -E ND ROOF LINES ............... _....c I E E P B 0 ND 5 - A #4- ANE F50TT0tv1.
�4- T RON D 63 6 DEE? TOP :OF B:r;'-'NT :R-ARS P'E�' TYP---(_`�A] T(-'j M0�`H A WE LA F R I 0 F.-I T A L
BOND BEAM REL-INFOPCING AT -r1:0RNE-R` I I'd -I-. C 1; "-N. A.M
NtAINTAIN BDND -BEMA CONT'rNJITY, LI:NTELS.i
# :MINIIALIM SHALL �_.EF.
:5HALL 2E OR . 8:"l D. ALL LINTE'L AND GR C, ��` T S[--IALL 24 1� 4 JAMG'5� MINIMUM VERT�CAL EINFORCING:
A T i 4-8 O.C.
�%NO (1) "A IN (__'ELL1 PLACE #5 �BAP- VERTICAL FULL H 4 0 p N SID�E (DF 'VVA-- INTER SECD%0%NS, -PNERS, 'WAL. 'fit A! ALL VERTI(NA.I. TO FLO J N D A T 0 N T, k.1ATr,__,'H:.
AND LAP VERTI-C"AL. MISCELLANEOUS:
G :BARS 48 DAR 1A.A1V1:E;:'E1R'
h,P R'EINFOKC,N CONTROL JGINT LOCATIONI'r:'33 'SHALL BE COORMNA-TED THE AFICIHITE�,-!,
'1`3HAL-� -0 I EXCEE0 24'-O"'
HOLDOWN ANCHORAGE
INSTALLATION P -%N HOLDOWNS SHAL[_ BE SINARSON IE :E' L - 13 H LL H.
F P,jtJ(--'H I'RAMI:NG 1'0: ENSUKE F1 KID F I N STALL.A:'I 0 N.
HOLEOWN ANCHORS AT END":. OF T`
.1 F.
dF -D BAR :i:N DR -1-FD 0
THF SLAR WITH :EP0XY-�JR0L-JTFP AL1.7�_
7 j. TI H., t
X 1 VP ON FE T H I H' T R r: N: 119 -�:P
L R N P f �C% /Y HY-1-50 ADHESIVE SY"TEM 'ICC ER J E N [�
` L; 11 MAY BE USED P.R9VIDED THAT By r E APPROVED E-NG[NEER PRIOR 'TO D E UP L
INSTALL PIP MF'F-11 --PE(_`:AL I N S`:�E 0 N IS -0 I:P'L-- T EPDXY-ANCHORED BO:LT iN:S ALLATION'S. E PA R V. 1 P J I D P ,-'% Xy
MAY BE BY THE F P R T F N T F F F I N TA L LAT!1 0 N S.
I A
THE L_.,--%TE_ST AITC M�C;
S.&WN LUMBER
'S-'HALL 5E DQUGLA�� H N 2 E N t- SIZE SPECIES & GRADE
u L) /A. N G--.: :�JF H, E GLUE-LAMINATED BEAMS (GIL)
1: - A _E LAS R 0 M 6d N AT -N -AT .1 IALL I30-U .2 -A ir q F 241'-VQ AT NT_ MUL 1SPAN BEAMS, IJN'_�. -AN D
"''L L THE LLOWI N G F1 0 P E R T I- E S.:
5 _� 90 PSI PSI
!� V = -
b 4 L1 0 P i F(�, (PA _EL) WER P --- 1,�DJC LA-R. 650 E i , 80 0 DO PSI
TAKE' 1:k-1T0 AND �.itEIVI-B'E_RS BE DES-I-:1i',!ED F0 R C -N ED T R ES. E B El N
,B. E `-:p: 1'. F T H. S DvlrENTS iNDICATED VVIDTH 0.�_ :-.S Ij PFI ORTI N6 TR USl,
M FP% P. E S' PONSIBLF TOR HANGER SP ECI F1 CATI 0 N F"' R T ---'TC F H
T0,:--B-FAV,, TRO'SS D TRUSS BRACING P F L
"A A'�'- BF�ACIN:6 F0 R TRUISS E F! C 1:0
�OR THE 11IS-ALL T;--i:E
"O.N'FACTOR !�-HALL EF 1.,E R: I J E5 PER _FHE,Tf?-uss MFF'S AND N 0 '-XE O' R CHDRD V-Er4I3EF?S SHA1L__'L - MODI 'E:C .!i:N THE P:F,, vv.-R APPRkr_'%�'-VAJL Of R U W . I NSPECTIONS T:H:F TO R, T, kl
E ER U �NIAFTER 'SITE 13-'� 1HE EN, 0 F D
L 'DOL"i NOT AN t ) E T F .[�Y THE fl N 'I.-HE IHSPECtOR 013'511-ERVE _:H E 0 R K r I F`
%THE 'CONTRACT TI -I-0-P C 'NF0RMAI\.,'eC:E__ A �� P . I) RT N:L R, H E P DC I A :I:NSPE.-CTO��- -SHALL THE A ii T E C T _E:1 AND C C 1%] A ffi_][LDING OF"' C A L., T.---tE. N G:I L L Ul WL'-- E_-K: C P "I-I E $:P��OAL I N E H'. A! L _d 0 I! -N RF,PcORT E '�f�j-P :-'N`-PF- i F_ '
0 N F P W? THF TO TI-1-F OF KN'_YM_ED1_1F., P TIONS AND APFUCABLE WORKNANSIHIF -EC-IFICA1 I `ILL
E01 J! I D 0 I T F DO N D R FERIQI)k,-� t.
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VERI F.1 CATION AND. INSPECTION �CO:NJT
CkS T-[N-PLAC5 ''EPDXY
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... .. ... .
EMBEDDED BOLT
(MINT-3/4" EDGE'DISTIANC:
SSTB B-Off
__'__KfMP50N
MIN BOLT
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STRAP 11� H:O-L�0WN
H
m
A RP D S 134rTTALS F - 4: �%:L BE VERIF]FD
�T [-.I'D 4
I A
THE L_.,--%TE_ST AITC M�C;
S.&WN LUMBER
'S-'HALL 5E DQUGLA�� H N 2 E N t- SIZE SPECIES & GRADE
u L) /A. N G--.: :�JF H, E GLUE-LAMINATED BEAMS (GIL)
1: - A _E LAS R 0 M 6d N AT -N -AT .1 IALL I30-U .2 -A ir q F 241'-VQ AT NT_ MUL 1SPAN BEAMS, IJN'_�. -AN D
"''L L THE LLOWI N G F1 0 P E R T I- E S.:
5 _� 90 PSI PSI
!� V = -
b 4 L1 0 P i F(�, (PA _EL) WER P --- 1,�DJC LA-R. 650 E i , 80 0 DO PSI
TAKE' 1:k-1T0 AND �.itEIVI-B'E_RS BE DES-I-:1i',!ED F0 R C -N ED T R ES. E B El N
,B. E `-:p: 1'. F T H. S DvlrENTS iNDICATED VVIDTH 0.�_ :-.S Ij PFI ORTI N6 TR USl,
M FP% P. E S' PONSIBLF TOR HANGER SP ECI F1 CATI 0 N F"' R T ---'TC F H
T0,:--B-FAV,, TRO'SS D TRUSS BRACING P F L
"A A'�'- BF�ACIN:6 F0 R TRUISS E F! C 1:0
�OR THE 11IS-ALL T;--i:E
"O.N'FACTOR !�-HALL EF 1.,E R: I J E5 PER _FHE,Tf?-uss MFF'S AND N 0 '-XE O' R CHDRD V-Er4I3EF?S SHA1L__'L - MODI 'E:C .!i:N THE P:F,, vv.-R APPRkr_'%�'-VAJL Of R U W . I NSPECTIONS T:H:F TO R, T, kl
E ER U �NIAFTER 'SITE 13-'� 1HE EN, 0 F D
L 'DOL"i NOT AN t ) E T F .[�Y THE fl N 'I.-HE IHSPECtOR 013'511-ERVE _:H E 0 R K r I F`
%THE 'CONTRACT TI -I-0-P C 'NF0RMAI\.,'eC:E__ A �� P . I) RT N:L R, H E P DC I A :I:NSPE.-CTO��- -SHALL THE A ii T E C T _E:1 AND C C 1%] A ffi_][LDING OF"' C A L., T.---tE. N G:I L L Ul WL'-- E_-K: C P "I-I E $:P��OAL I N E H'. A! L _d 0 I! -N RF,PcORT E '�f�j-P :-'N`-PF- i F_ '
0 N F P W? THF TO TI-1-F OF KN'_YM_ED1_1F., P TIONS AND APFUCABLE WORKNANSIHIF -EC-IFICA1 I `ILL
E01 J! I D 0 I T F DO N D R FERIQI)k,-� t.
-PER1001C
VERI F.1 CATION AND. INSPECTION �CO:NJT
MASONRY
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... ... ..
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5'Hl P�f P E AT-CCt BY THE (APA S-�EAT�HINCII- S-HALL `W REPORT
fl-JALL PER MANUFACJUREP's.
E'D PLYWOOD F.
----RAT R J_ .APA MAY dF S E)
VE RLY'4�0 D SHALL RE FI) --FL2� C 0 N FO RM IN NPA-1HE ENGINEERED W-000 :GPAIN: PLE:R1`ENDT%Ce[_JLAR 70
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:Pocctell-o, Idaho .832-.01
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2 . :F SHEATHING, SE PLAN
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CONTACT ADVANCED APPLI TE H: L IE
1- 800- 352- . - E.. MED M. (801 - 1-- 6400)
FOR ALL SYS :COM PONENTS I PONEf T AND DEStC.N.
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(� D FLUTE 112 pi PIPE TO TD— 1 .
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I 4943 NORT 29TH EAST
1DAHO FALLS, IDAHO 83401
Phone: (208) 522 -7356
:F: - (208) 552 -30
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PLUMBING FLOOR PLAN
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COPYRIGHT ZW5 ME CHANICAL SYSTEM SOWTIONS. -- J013 NUM ER: M05134
I ALL DOMESTIC HOT WATER AND
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COORDINATE ATER D ETER LOCA TION AND
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PROVIDE ALL STOP$, TRAPS, AND TR IM FOR
PLUMBING FIT : E. :FOR CO MPLETE INSTALLATION,
ALL FIX TURES TO M EET QUALITY -F HED-ULED
FIXTURES.
L. - DOC (3/9/05
SCRIPTTON DA
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9TH- EAST, STE
IDAHO 53401
2 -7356
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KEYNOTES:
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2 , CLA PI PE TO S UPPORT :SADDLE
3 . THREADED SUPPORT POST INTO
FLOOR M
4. FATES TO FLOOD
M ECHANICAL ACCESS FLOOR
NOTES:
A. SUPPORT MAY RE M ADE FROM
ANGLE IRON H I ELS
FASTENED S:E WRELY TO FLOOR.
P[PE -M ST BE CLAMPED SECURELY
TO SADRE -R CROSS MEMBER
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3. DX. - LIN IL
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TOP O F CO VER TO BE FLUSH
TOP OF FLOOR
2 . :FL 'R' :LNG
3 . 'BRASS -CLEANOUT PLU
COU NTER SA NK HEA
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9 .. 1 BEND IF CLEAN UT OCCURS
AT END O LN E
1: .. BALANCE OF PIPING SAME AS
CL:EArUT TO G RAD E
NOTES:
A. CLEANOUT -NOT TO 8'E LOCATED IN
CARPETED AREA
100% CONST DOCUMENTS 619105
REV. D IES CR IPTI O N DATE
-CLEANOUT TO G RADE (CO TE)
FLOOR CLEANDUl (F CO)
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Qrl 4943 NO RTH 29TH FA `F� STE.
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U)AHO FALLS, TDAHO 83401.
Phone: (2-08) 522-13-
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THESE PLANS, DRAWINGS AND 1]E.SFGN.S ARE THE EXCLUDE PPLOVERTY OFF MECHANICAL SYS SOLUMON , AND SHALL
NOT R DUCW IN A- FORM IVTrHOUT WIUTTEN CONSENT'. ALL R1GWS AU ELESERVED.
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-INSTALLING CONTRACTOR TO ROVIDE DESI :IN AND
LAYOUT O:F SYSTEM TO OWNER. ER. COI'N:NE TI:ON POINTS:
AS INDICATED.
1 PROVIDE DO 'BLE -WALL II LATE - DUCT FOR -ALL
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DIFFUSER RUN OUTS TO MATCH NECK SIDE UNLESS
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SOUND LINE ALL 'REOTAN:OULAR SA DUCT. INSULATE
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JOINTS, :DUCT DII E SO S ARE CLEAR INSJ:DE
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8E MIN .1 - 8 WHEN LOCATED IN COLD ATTIC (ABOVE
INSULATION) AND R WHEN :LOCATED I 'WARM ATTIC
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I N TAELAPON TO MEET ALL RE U11 EMENTS OF 2003:
INTERNATIONAL AL BUILDING CODE, 2003 UNIFORM
-PLUM—BIN—C -PLUM CODE, 2 003 INTERNATIONAL MECHANICAL
- CODE:', 2003 I T R I T IONA -L E C&NSERVATION
'CODE,
BALANCE ALL AIR DE 1'CES PER PLAN BY A N A PPROVE D
TEST ANN D BALA CONTRACTOR.
ASSOCIATES
DALE C. PETTY AR-1 117
STATE OF IDAHO
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Idaho Fol[ I: k h 83
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043 North 29th East, Ste,
ldcho Foils, Idaho $3
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Fax: (20.8) 552-910
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NOT 13E REFRCH) :ED W ,A, Y T*OR .'l WIT UT *MTTmVN C ONWINT, ALL R MUIS ARE USERV
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ASSOCIATES
DALE C. PETTY AR-1 117
STATE OF IDAHO
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1 E HANI: AL EN INE . I:NG:
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REFRIGERANT COfL CONNECTION DETAIL
KEYNO
. 1. DX COI L
2 . THE RMOSTATI C E P S O N
VALVE
3:. E LINE
4 .. CLAMP
5 - THERMAL BULB LOCATION
S. SUCTI LINE
.7 . TRAP
8. THERMOSTATIC BULB
.NOTES.
A, THERMOSTATIC BULB TO B
A CLOSE TO C M A
POSSIBLE NOT ALLOWED - ON
VERTICAL LINES.
-NO -SCALE
All
13.: i
j:
�k
A .I
y k
.II
1.
Iv }"
I I
EXHAUST FAN -CURB
X E YNOT E S:
1 , ATTA TO FAN.
2. ELATOIETR:IC FOAM INSULATION
FULL WI DTH: AND :LEN- :TH OF �CURB
3. EXHAUST FAN 5 E'. F. S CHEDULE
FOR SIZE AND TYPE
4, FLASHING A ND COUNTER FLASHING
BY GEN. :CONTI ,
5. 'PREFABRICATED AND INSULATED CURB
:BY M ECH. CONTR.
6 . 1 :xl ICI I I I-I 'U I - ABOVE FINISHED ROOF
7 ., BACK DRAFT DAMPER - GRAV17 -OR
MOTORIZED.- SEE - E. F. SCHEDULE)
.8. WHERE NOTED ON SCHEDULE
PROVIDE ATTENUATING CURB
9 ., SHEET METAL DUCT
10.. SEAL ROOF :PC- -N:E RATl0'N WITH
FLEXIBLE CAULKING
11. SCREW DUCT TO • URB- 1 . ATTACH TO CURB
13, ANCHOR CABLE WITH EYELIET
O SCAL
TYPICA REFRIGERANT 5CHE1t+4E
A0 SCALE
KEYNOTES.
.1,' BEG[NNING AT THIS POINT
PIP SHALL SLOPE TO All
COO LED CO U
AT -A 91 I U M SLOPE OF
1 *' 10 FT.
NOT USED
I : CUTE UNDCR :R TRUSSE
4, lNSIDE EXTERIOR WALL
5. PR VIDE VIBRATION ISOLATORS
:I N EATH UNITS. SEE
SPE C I F ICATI O NS
6. SIGHT GLAS
7 . FILTER DRYER
:. NOT USED
9 . MOUNT WITHIN. " O WALL.
0. SLEEVE TH:I U 'WALL.
1. T
; . SEE COIL CONNECTION
ETAI :L 7
NOTES:
A, SUPPORT SPACI N TO HE
AS (NOICAT M I: I -I E
I
I
I
I
I
I
E
I
I
KEYNOTES.-
I 1 AIR BRANCH DUCT TYP
I h All .AID DUCT
I
{
I
KITE:
-A.- L=1/4" W (4 mimmu-M)
I
I
I
L I
I
I
I
i
a SUPPLY OR RETURN ASR DUCT BRANCH CO
N00'.
L u+
8 �
W
U
5 SQUARE TO RaUNQ TAKE -OFF
�wiwmma�i�i�n��
M4l SGALE
KEYNOTES TE COAT
J 2, . F DUCT
i
I
1.3. RIGID IUD R U ID DUCT OR
I
DIFFUSER '
I
i
I
NOTES; #
A_ TAK -OFF$ HOU N OT B E
INSTALLED CLOSE ' R THAN TWO
W IDTHS Td. :ELBOWS OR
I
tNTER E T ,i OI
I
I
B AREA OF A .B MALL BE
I
:E . AL TO t 1 .'5 AREA
BR D
f
I
I
f
I
I
I
I
I
I
i
I
I
I
IN
i
N i ALE
I-
I
#' 4.
I
i
f
I .
I
I '
I .
I FFFr
i Y
I ;
I
I
I
I
-:. :
NO SCALD
... ........... t.
DUCT STRAP HA NGER D
:NO SCALE
r
I
CONCENTRIC ROOF TERMINATION
E.X:H -AL: T
-KE N TESA
1. 4:5' TAR AN D AM P ER ASSEMI
IS PRE 9AN UFACTUERED -SEE
'SPECIFICATI FO APPRO
MANUFACTURERS. O ACT
FABRICATE IN SHOP OR FIELD
2. RIGID :ROUND DUCT SEE PLANS
FOR L ENGTH. WRAP WITH
EXTERNAL I NS U LATI ON
3. SEE. SECTION A
4. INSULATED FLEX DUCT MAX
LENGTH : 9 .kr
.. CEILING :DIFFUSER.
- . LOCKING - UA RANT F1AN E OR
REMOTE CEILING OPERATOR WHERE
DAMPER .I-NACCESSIBLE.
4 GA.
8 . AIR FLOW
9 . NYLON CLAMP OVER INSULATI
: 10. NYLON CLAMP OVER FLEX DUCT
11 a I
FLEXIBLE DUCT SUPPORT DETAIL
: NO SCALE
DUCT LINER DETAIL
, KEYNOTES - ,
1. 20 G A. G ALVANIZED SLEEVE.
ALLOW PIP T -M -OV E
FREELY THRU SLEEVE
.. 2.x.2 :B:L'0CK:'IN-G .AS. REQUIRED
3 . FA TCN 'TO S TRUCTURE
4. SCREW (TYPICAL)
5 . 20 :CA, GALVANIZE HE ET
FETAL S
6 , 11-JOIST
7 i CLANK
8. ROOF
9 . FLASH II C
10. 1 " ABOVE AVERAGE
SNOW ACCUMU
11. APPROX. 4,*
NOTES:
A, USE 'EXTENSION KIT NECESSARY
TO A :HEIVE CLEARANCE ABOVE
SNOB! LEV
E N TE :
2 - :FO UPPER ATTA R I:E r T SEE
DETAIL : /I.t1:
3 .. 1 i �x G' BARD CLAMP
4. MAX. SAC. 1/2"/FT. F
UPPORT SPACI
KEY NOTE'S-.
1. 1 " O. C. MAX IN DIRECTION F'
AIR FLOW. (IF DUCT IS 1=ABRfCATED
ON: AUT I AT -D COIL LINE. THIS
DIME MAY BE INCR TO
14" MAX)
2 . SHEET METAL DUCT
i DU T LI F
4, NOT MORE THAI .f FRhJl'..1 EDGE
F LINER
5 . FASTEN R5 TYNCAL
6 , 12" O.. � MAX TYP ICAL.
NOTE S
A. ALL TRANSVERSE A I D
LONGITUDINAL EDGES OF LINER
TO BE COATED WITH. ADHESIVE
1 CONSTRUCTION DOCUM 6/9105
PEv, 'DESCRIPTION DATE
.L
1.
INSULATION
" GYPS BO AR D
AL �
h
BOTTOM :GHOR:D OF TRUSSED
`
RAFTER - R. I JOIST
..
4.
1 1/ :IN PENI:ET A TI N
5.
#100/4"' SELF TAPPII .G
-CALVAII :SHEET METAL
S :CREWS TO ANCHOR STRAPS
:.
T DUCT. ALL STRAPS TO' BE
- R
T SE PLANS, DR&wms Aw. or-swim, '-P F, EXCLUSI PItOP RTY OF I :HA 1I. SYEM SOLM'K) S AND SB L:L
NOT B, "PRODUCED I A NY F ORM 1' UT V4�I� CONS ENT. ALL RI 1TS ARE RESERVED.
TIGHT' 'AGAINST DUCT ANO
301. NUNM R. M05134 ..
S UPPORT - :EMB 1 S (TYPICAL).
NO PEEP RIVETS ALLOWED
D'
6.
1 " :1 . CAGE :STRAW HANGERS,
AT 8` S PACI NG
7 .
1 1.00" WOOD SCREWS
S
AT EACH TRUSS CHORD TYR
S .
DOUBLE SHEET METAL STRAP
5�
BACK OVER
: NO SCALE
DUCT LINER DETAIL
, KEYNOTES - ,
1. 20 G A. G ALVANIZED SLEEVE.
ALLOW PIP T -M -OV E
FREELY THRU SLEEVE
.. 2.x.2 :B:L'0CK:'IN-G .AS. REQUIRED
3 . FA TCN 'TO S TRUCTURE
4. SCREW (TYPICAL)
5 . 20 :CA, GALVANIZE HE ET
FETAL S
6 , 11-JOIST
7 i CLANK
8. ROOF
9 . FLASH II C
10. 1 " ABOVE AVERAGE
SNOW ACCUMU
11. APPROX. 4,*
NOTES:
A, USE 'EXTENSION KIT NECESSARY
TO A :HEIVE CLEARANCE ABOVE
SNOB! LEV
E N TE :
2 - :FO UPPER ATTA R I:E r T SEE
DETAIL : /I.t1:
3 .. 1 i �x G' BARD CLAMP
4. MAX. SAC. 1/2"/FT. F
UPPORT SPACI
KEY NOTE'S-.
1. 1 " O. C. MAX IN DIRECTION F'
AIR FLOW. (IF DUCT IS 1=ABRfCATED
ON: AUT I AT -D COIL LINE. THIS
DIME MAY BE INCR TO
14" MAX)
2 . SHEET METAL DUCT
i DU T LI F
4, NOT MORE THAI .f FRhJl'..1 EDGE
F LINER
5 . FASTEN R5 TYNCAL
6 , 12" O.. � MAX TYP ICAL.
NOTE S
A. ALL TRANSVERSE A I D
LONGITUDINAL EDGES OF LINER
TO BE COATED WITH. ADHESIVE
1 CONSTRUCTION DOCUM 6/9105
PEv, 'DESCRIPTION DATE
.L
-s
4943 NORTH 29TH EAST,, S'A'E A
AL �
IIDP AHO - F ., .IDA 8340
`
., Phone: (208) + 5 2 2- 7356 7
..
� L
Fax, -7302
:.
- R
T SE PLANS, DR&wms Aw. or-swim, '-P F, EXCLUSI PItOP RTY OF I :HA 1I. SYEM SOLM'K) S AND SB L:L
NOT B, "PRODUCED I A NY F ORM 1' UT V4�I� CONS ENT. ALL RI 1TS ARE RESERVED.
C OPYRIGHT 2 005 MECHANWA S -STEM SOLU TJ,0N S. ...
301. NUNM R. M05134 ..
:.. ::
# EXHAUST FAN ( EF
-4") . �
FAIL O ; MAX . DAMPER : METHOD OF PFI IN. MA UFA TUF1
MAGI TYPE CFI : E
i O�:�� VITY IZE -OPF .. REMARKS
-
.o. � ��
H HP ONE �r0 �
0.06
�' III � � ��.� �
- OWNB�L ST
E� --�_ 1 � 1- .� . ::.
; : � I NTERL00:1 COOK'
...21
1 057 1 4 1 1,5 1 - G R AVITY 4x2.4 100 GOOF B
C ENTRIFUGAL
I :W MAU ---1 ACE -B
EF - �
:EILII
100:
.
1500 ::
-
i
' WALL
1/6- 115/ .4.7 RARITY 1 15
20
I
IfATI
I
.. ....... ......
CABINET
K 4
PERFORATED
s, r! �
Rs �
SWITCH
�
L
ISOLATORS
E-�� -� �
CEILING
1.
.:
1.500
-
ALL
1/6 # 115/1 .4 GRAVITY 1 x l �;
�
COOK
VIBRATION
CAB INET
-
I ISTBLADCE HANDLE FAUCU
1.
. .' H
....... ...
ME - T :FEEN
L
=1 :. ITT .:
SOL
.
EF
� ILI
CABINET
150:
1500
55 02.1
1/61 115/1 GR AV I TY ALL 1
R I SWITCH 3 1
{
L
VIBRATION
- ISOLATORS
'tf
.EE� 5
CEI LING LIDO
1 0
GOOSEN S SNOUT WITH dI:IO
1X00
-
WALE.
1 11 1 1 1 .4 GRAVITY 1 1
20
COON.
�1 ORATI.OI
HAN DLES r A.
CABINET
... ..
r�5T�
PERFORATED
12 "x. 1 FR
.
SWITCH
.. ....
S. U FAC E
GL
ISOLATORS
EE F� - -4
CFI LIDO
I I ET
1.50.
.�
1.0
-
� WALL
1: 1 1 1 .4 1 G IIT SW ITCH 13x. 1 -
T 1 R! �
GOOK
L
V IBRATION
:ISOLATORS.
PRECAST TERRAZZO, " LONG, 4" WIDE
EILII,I:
... ... CA BINET
1
��
1X00
PERFORATED
1 # 1 1 1 :.4 G RAVI TY IT` ALL 1 1
SWITCH
12 "x 12
C OOK
L
;ATIOIJ
:I SOLATORS .. .
..
EF
CEILING
100
F.
1,
-
WALL
1 1 1 1 4. OI AVIT- Y 1 ..x 1
2:0
COOK
VIBR
4 # ` X-24 x24-' FIBERGLASS
S N K
.. ... ... ...
O:AB'I 1:ET
3/ 4 1p
... ..
!l
ar
:. 5..
SW ITCH I
1: %. -1. t►
G L
I OLATORS
E F-
:GEI:LING.
150
TITS
1500
-
1
- 'WALL
115/1 5:4 GRAVITY 1 � 1
'0
J:..R SMITH F I. . 005Y. ND-HUB:
VIBRATION
- -.
CABINET
OUTLET WITH TRAM PRIMER CONNE
SWITCH:
0 x2o
L
ISOLATORS
S
EF -10
:CEILN
CABINET
. .
1:50
TI TUS
1: 0
-
WALL
1: 11 : �1 A RA JIT' SWITCH 1 1
20
'I
L
VIBRATION
ISOLATORS
P'O�L`�I= '�II�1��.E:I GR
:.. ::
PERF I ATED
-4") . �
22"k TO :
IR.ID
600
0.06
W E1M H (1N} ..(LBS)
ID
,.w ,
TITS
_
-
RETURN
KIT
208/3 70 35 30
33 36 230
WATER CLOSET, AAA O'h� LIANT FLOE
#Cf7
I
.. ....... ......
. .....
K 4
PERFORATED
s, r! �
Rs �
S
�
1
T.ITUS
I
MILL FINISH W/
-
E GRILLE:
Rr
.14
-
I ISTBLADCE HANDLE FAUCU
1.
1 1/2
ME - T :FEEN
.0355.0 FAU CET. AM ERICAN STANDARD
PERF4 R =ATED
C. X f 0 a0
8
SURFACE
0.1
55 02.1
12-
SINGLE :COMPARTMENT REOTANOULLAR
STAINLESS STEEL, COUNTER MOUNT S.I ,.
. T ITUS
8F
'tf
EXHAUST GRILLE
-
GOOSEN S SNOUT WITH dI:IO
1
1 -
1 .1
1 .1
FACET. ELIA` L.- -- BH -
HAN DLES r A.
r�5T�
PERFORATED
12 "x. 1 FR
1'0' 10
S. U FAC E
36
0; 12
14.
T:ITUS.
8F
.�
--
EXHAUST GRILLE
1
.
T 1 R! �
1 1/ �
FAUCET: �ELfAl' LI' - :18H - 5
PRECAST TERRAZZO, " LONG, 4" WIDE
"
"
��
PERFORATED
14% 14
12 "x 12
SURFACE
550
0.12
16
TITUS
BF
--.
EHAUST GRILLE
HAND WAND
...................
4 # ` X-24 x24-' FIBERGLASS
S N K
.. ... ... ...
3/ 4 pi
.. ...
3/ 4 1p
... ..
!l
ar
:. 5..
P.ERFORRATF
1: %. -1. t►
14' 14"
'S:U-RFA C E
750
0. 1.
17
TITS
8 F
-
-
.EXHAUST GRILLE
1 . .� �
J:..R SMITH F I. . 005Y. ND-HUB:
OUTLET WITH TRAM PRIMER CONNE
PERFORATED
0 x2o
1 '� 1 "
S URFACE
85
:0
14
TI TUS
R
I�IILL FINISH H
-
FILLE
�, �I�rIII�TH FIB. �� TRENCH
P'O�L`�I= '�II�1��.E:I GR
.
. R�. - SMITH M. x.30-= H : H P - 0. I AT
INSECT SCREEN
* VE IFY
FRA TYPE 'OF ALL AIR DEVICES. WITH ARCHITECTURAL REFLECTED
CEILING. PLAN
:BEFORE
ORD:E I:I1
:NICKEL -Bf ON. E RtM AND HALF GkAT
PLUMB FIXTURES
SEAL:
S v
ROU I� -ICI 1 E
MAX. DIMENSIONS
NMI
DESCRIPTION
W E1M H (1N} ..(LBS)
O M FNT
,.w ,
H.W.
WASTE
Vf : NT
OF ,
KIT
208/3 70 35 30
33 36 230
WATER CLOSET, AAA O'h� LIANT FLOE
#Cf7
AM 'STANDARD' " CAD E T" 2998-0
we -1
MOUNT FLUSH TAI EI LO�N ATED
'11
.�
AT: � ON�T� A SS
BONE,. VITREOUS CHINA 1. FIF
CO'LO'R:. W HITE
FLOOR TO RIM. 17
RY: .
ALL MOU T ., :ASV ' � T LA : LAVATORY,,.
ITEROUS CHINA, 4" OENTEI SET, CHROME
Rr
AM ERICAN S TANDARD t tU ERNr �
-
I ISTBLADCE HANDLE FAUCU
1.
1 1/2
1 1
.0355.0 FAU CET. AM ERICAN STANDARD
W ITH GR4D DRAIN, 0.5 GP M FLOW
55 02.1
'
SINGLE :COMPARTMENT REOTANOULLAR
STAINLESS STEEL, COUNTER MOUNT S.I ,.
,!
,R
'tf
8�.L: ELIY L-� 1 ���
-
GOOSEN S SNOUT WITH dI:IO
1
1 -
1 .1
1 .1
FACET. ELIA` L.- -- BH -
HAN DLES r A.
STRAI E R F E L IAA LIB T
OWNER TO PROV E SINK ON LY,
.�
CONTRACTOR TO PROVIDE
G OOS ENECK EO WIN SPOUT WITH WI
IAI DL E S
1/2"
1
.
T 1 R! �
1 1/ �
FAUCET: �ELfAl' LI' - :18H - 5
PRECAST TERRAZZO, " LONG, 4" WIDE
"
"
��
S INK.:- OR:I�;I T FI-� 4
12 HIGH IDES, .at �I ID DRAIN
1/2
1
.��
FAUCET FAUCETi I OHLFR 'K -851 WITH
HAND WAND
...................
4 # ` X-24 x24-' FIBERGLASS
S N K
.. ... ... ...
3/ 4 pi
.. ...
3/ 4 1p
... ..
!l
ar
FA UCET: KOHLER K-8907
:I�.
FR:EE ERROOF -EXTERIOR H:OSEO'13
3/4
�-
:I%
ELC�I 'DRAIN
-
�
' rr
1 . .� �
J:..R SMITH F I. . 005Y. ND-HUB:
OUTLET WITH TRAM PRIMER CONNE
LI DUTY POLYPROPYLENE LOPED:
TD - 1
TR E NCH: D RAI N SYSTEM WI SLOTTED
-
-
4
_
�, �I�rIII�TH FIB. �� TRENCH
P'O�L`�I= '�II�1��.E:I GR
. R�. - SMITH M. x.30-= H : H P - 0. I AT
_
OR N
:NICKEL -Bf ON. E RtM AND HALF GkAT
J.R.. SMITH FIRG.ff3100Y
OHLEF "'GREEK"' I . - 14 - 0 -
BT - 1
BATHTU
1/ 2 "
1
1 1/2
1 1 12 "'
POP - UP DRA IN K -71:63
3
D:
:FAUCET X-8517 1.7 1 HA I.0 'WAN
GAS FIRED WATER M
... ... ... ... ... .. .. ...
RECOVERY TEtv1P: K(5E FLUE DIAJ FLUE MAX- DIMENSIONS NQL'I'AGEI MAIVUF. ACCESSE?[tIESI
RA7� (C�HP).. ( °F} {IN) TYPE DIA. (IN) fHEICHT (IN).. PFEASE 8i MODEI. NO. COMMENTS
142 lOQ 3 PWC 2$ 75. 120/1 A.0. SMITH CONCENTRIC
BTH 1241 VENT KIT
. .. .. .. ... ... ... .. ... ...
CONDENSING UNIT (CU)
SEAL:
S v
ELECTRICAL
MAX. DIMENSIONS
= \OVAL !
L7AGEfPHHSE MCP MOP L (lIV)
W E1M H (1N} ..(LBS)
REMAR!(S
2D8/3 20 35 .30
33 36: 230
LOW AM
OF ,
KIT
208/3 70 35 30
33 36 230
LOW AMBIENT
#Cf7
SEAL:
S v
. ........ ... . .. ..
'NORTH' 9TH EAST, STE A
= \OVAL !
IDAHO: FA.LrLS, IDA 140 83401
.,. Phone: (208) 522-7356
Fax: (208) 552 -9302
OF ,
7 1: N
SE PLA ,DRAWi.' G AND DESIGNS E TFr6 EX LTISTV PROP DE WMA�L. SYSTEM SOLUTION 14ALLL
NOT PR A.+ I ANY FOkM WITHOUT WRITP CONSENT. ALL R1 0HTS -ARE RESERVED.
OPY" - f 2005 - NEECRANICAL SYSTEM SOLUTIONS. JOB NUMBER: M05134
ASSOCIATES
Pcn t I urn cr
e n Compliance Ce rtificate hcc y/ atc
C*3 I
ata filename, P: \2005 Froiects\ 1 0 1 34 R exburg Anirml Ho'spita1\Files \C0MCheck.cc1
ti rt 1: P Ject Information
'.roi ect N ame , C Ridg Animal. Ho:spital
)e [g'1 R 1 *MCt03 . M
Fa ii _k
)ocu nt Autbor,. Hugh Stalger
1 ; 637
r cti . General Information
i� ��.�
luSl 1ng ' (for F T the r data):
L Y N.l , Idaho
.1i mate Zone: :
1
[eating Degree Days :(base 65 deg F)
.8693.
, 00.ling Degree' lays (base 65 de F:
143
'ro ject Type:
Ncw C truc6on
ttn Mechanical Systems List
ily Sy :s em- Typq &.. De.. p ri
:y i 6 B�� l Air-Cooled
Sy l . .. eats Central urce'� was �� � � -
Condenser.. Sin& Zorn:
Direct Fired Make Up Air [knit: Heating; Otber,. Gas .1 Single Zone
Storage- Water Heater. 1: Service Water Heater
ection : Requirements Checklis
ldg'. I:
ept. I.
se
Requirements p i s 'T : H A:C Syste I
I . N ewly p fd' leati , . eginp pent wets thc:hcating efficiency requirements
2. .Equipri ni minimum. cfficiency :
C Split Svstein: 1 _0 'SEED
I
I Requirements Specific To: Direct Fib Make Up: Air Unit
I
Requimments Specific 'Tn :.Slora a Water H 1
I 1. Heat fps. in in let / outlet f"rttlns
I: . . ,1/2 in. t�ulatio -o.n f �i7det utlet pipi>r if no uitc r feat taps
I 3. Gas Storage Water Heater efficiency > = 0.. 51 EF
I.
Greneric qu'i e e ts: Must be .met by all - systems to which the requirement is applicable
I. Load calculation pe 1997 AWRAE Fu danientals
.2. Plant equipment and -system capac i no greater than: needed to meet load
Exception: Standby equipment autoniatically oft' whenprianry s stein is operating
' :ce0ti'on: Multi 'lc its controlled t aence op er'afion.as a 't .tio.n .f:load
3. Mi i u - o n' temperatum c.ontr l de ic'e per .sy stem
4 . Minim, um. one humidity idity control device pe r .i nstalled hun difficatiou/de idificatio n system
l . Tbermostatic conLmis mss' 5 degree F deadband
- Fxceptiown: Thermostats - reqmnng manual changemrer betwte a tin and - cooking
:6... Aut rnatic CotMl : :. Set k to 5.5 deg =ree :lam xcat mid' 8.5 degme F (cool : :, 7-day. clock,
2 - hour occupant override,, 10-1wur backup
I - Exception: Continuously operating zones
I - Except n_ 2 kW deauncl or less s b t calcWatlo'
c
. :A. o r tic shutoff d rs our haust systems and su l sy stems with airflow >3.000 in
I _ ..
8 . Outside -air source for ventilation; system capable of reducing O A to req red iriini u
I 9. R-5 sWply and return air duct emulation in unconditioned :spaces
R - 8 supply and return . ai r duct insulation outside thc: building
�� `1. � in . � scr��b
. ' .f � ' building as
'��'1�' n � r'�' '� ducts : :�..m art o a
�. isult�.or� b �t :od� �te t o � ducts a p g.
- E Ducts located within equipmnent
I -
Exception: Ducts with interior and exterior te. penarture d iffereince not -exceeding 15 degree F
I
10, Ducts sealed - lon tudinul se ms on",nigid du=, tr :ftsvere scares on all ducts:
I UL 18 I.A. o 181E 'tapes and ma stic=s'
I E ePtion: Continuously welded and locking-type longitudinal joints and seams on ducts
I operating at static press less than 2 inches w.g. press.ure. -cl.assi cation
I:
11. M ba cal faMeners and seWattts wsed to connect -d=ucts and air distribution: equipment
I
12, Hot- water pipe insulation: I in. f orpipes.<=L5 in. and 2 in. for pipes >1.5 in.
-Chit d w ater/reffigerantfbrine pipe insulation_ 1 in. for pipes < =1.5 in. and 1. 5 irL fo pi =pes > 1 . in.
Steam pipe insulation. 1. 5 in. for pipe - -'I . 5 in, and 3 U L for pipes > 1. .irL
- xcept : .Piping wi tWn H VAC equipment
I. - Exception: Fluid temperatures between 55 and 105 degme F
- Exception: F'l rid nit heated or cooled
.: inl. ��
T; 1unots fl. e t. .
N: 13. Operation and rmintenance ma=nua=l provided to building owner
I
14, Balancing devices provided in accordance with _LMC 603.1
15.
Newly purchased service water heati=ng equipment m is :the effic iency re quirements
: I.
f6, W t hector temp :ti c. c ntr ls: 110- degree F for dwelling umits o . fit} -degree .
'for : their occu pawics.
I.
17. Stain and elevator shaft - v are equipped with it torn ed dampers
keetion 5': c 11 :Stn temen
re proposed -mechanical design represented .in this d ocument is co to t. with the bil plans, specifications and other
kculations submitted with this permit application, The ,proposed rncclranical rste have been designed to Ynect the 2003
CC 1 qui eincot in CQMcheck-EZ Version 3.0 R elcase 2 and to com with the ma ndatory requirone 1t 'tie
4uirements beckh- t.
'01"f
i�cit�al I�rleetaanicai Designer -Name Sid 5i tc e, Date
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lobo: Fall ,.:[ddh :o - 834 01
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'UTIL17Y
CONTACTS
ELEGTRIG,4L
UTAH POhER CO.
12EXE31.R6 10:
('208) 35q -4280
D�NNIS AN
TELEPHURE
i'.O. BOX 50100
14.5 NQ. 50U..E1f,4RD
IDAW FALLS, Ip. 834,Q5
(208) 52261
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12EXE31.R6 10:
('208) 35q -4280
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i'.O. BOX 50100
14.5 NQ. 50U..E1f,4RD
IDAW FALLS, Ip. 834,Q5
(208) 52261
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1 5PEO1EIGA1:.L.Y L1 ATED OTHERNI5E THE ELECTRICAL . .. TO C4909DINATE WITH
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ASSOCIATES
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1605. S. Wooft#f Ave.
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(208) 529 -9504
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'S tructural Engineers
. or E 09 #f
'Idaho Falls, Idaho &3401
(208 522.7356
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4943 Nth - 26th East, STE A
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Idaho Falls, Idaho 83401
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tru tur Engineers
4943 North 26th East, STE
Idaho Palls, Idaho 83401
(208) 522 7356
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(208) 522 7356
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Idaho Falls, Idaho 83401
(208) 5_29 —.
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tru tur Engineers
4943 North 26th East, STE
Idaho Palls, Idaho 83401
(208) 522 7356
Fax (208) 552 -9302
-ME A i AL :ENGNEERI
Mech anical Engineers
4943 3 - Nom 26th :Eqs €, '
Idaho Falls, Idaho 83401
(208) 522 7356
Fax (208) 552 -9302
:AML ENGINEERI
1823 E. Cent St.
Poo at - o, Imo 8320
(208) 232 -
'2ox 2-0 2,32
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1805.. S. Woodruff Ave.
Idaho Fulls, Idaho 8401
(208) 529-9504
TF4r..,TURAL B461NFEERI1&
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Structural: Engineers
4943 North 26t East, S
Imo Fall'% Imo 83401
200) 522 7356
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49 Ion 28th East,
Idaho Falls,. Idaho 83401
.(208) 522 7358
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ELEG TRIG,AL EWNEERM6
A N E :ENGINEERING: INC.
t823 E. Oenter St,
Poca- tells Iddh o 8:3201
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