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FOUNDATION NQTES. �LOOR N47ES
t. A INDICATES FOOTING 1YPE. RE: A/S1. 1. -`-�- INQICATES SPAN OF 1�/2"x20 GA COMPQSITE DECK W/ 3» �� ���'l��
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2. C ER ALL F04TINGS UN6ER COLUMN. NORMAL WEIGHT C4NCREfE TOPPING (41/2" TOTAL THICKNESS). �,`�,,•"'ld �t���•� �
3. FOOTINGS SHALL BF�R ON UNDISTURBEQ NATURAL SO1L. 2, PROVIDE W.W.F. 6x6-W1.4xW1.4 FLAT SHEETS GENTERED IN SIAB. �
4. FOOT(NGS ARE DESIGNED T(? BEAR ON 2040 PSF S41L. 3. PROVIDE TEMPORARY SHORING OF ALI. EXISTING BEAMS PRIOR TO � ���, *
5. A QUALIFIED GEOTECHNICAL ENGINEER SHALL INSPECT ALL FQUNDATI4N INSTALLATION QF NEW STEEL BFAMS.
SUBGRADE PRIOR TO PLACEMENT OF CONCREfE FOR FOOTINGS. 4. GENEf�AL CONTRACTOR RESPONSIBLE FOR DESIGN AND INSTALLATION 4F AL� ��p���`��'���;`,4�
6. NEW CQNCREfE FLOOR SLABS SHA�L BE 4 TNICK WITH W.W.F. TEMPORARY SHORING AND MEANS AND MECNODS. •d•�•
6x6-W1.4xW1.4 FLAT SNEETS CENTERED IN SLAB. 5. EXISTING FLdQR JOISTS ARE 2x8 � 16" O.C. 11'P. ��`�f�����"�
7. �� INDICATES EXISIING F0071NGS. �
� SPREAD �TING SCHEDULE �����
laARK FOQTING SIZE REINFORCING REIAARKS
�A 4'-0"x4'-0"x12" (5) #5 EA. WAY - ����"'�� �
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NOTES:
1. CEN7ER SPREAD FQdTING QN COLUMt�, GRADE BEAM, OR F4UNDATIQN
WALL UNLESS NOTED OTHERWISE QN PLAN.
2. WHERE �QNG DIRECTIQN BARS ARE SPECIFIED, POSITION THIS LAYER
- C�OSEST TO BOTT4M OF FOOTING.
A SPREAD F40TIN� SCHEQU�E
�'� NO SCALE
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HSS5x2x/� DECK SUPP4RT
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� � 1"' GROUT FQR FULL BRG (E) PLYWOOD SHEATHING .. (E) PLYWOOa SHEATHING
CONGRE�E SLAB ON COMPqSITE E 2x10 FLOOR JdISTS CONCREfE SLAB QN COMPOSITE no so�:�4�2 tel: 970-479-7387
( � ��p" ISC}lATION JOINT �1 �° �1 �� „ 1 i " �t �t (E� 2x10 FLOOR JQIST$ MTL DECK N RE: PLAN t � MTL DECK N RE: PI.AN vail,CO st65s fax:970-476-0077
I I SIAB-ON-GRADE �2 J2 $ f2 �2 W f (2} 10d TOENAILS TQ �/P2�}TE Od TOENAILS 1'0
2x PLATE
� .N - - - - - - �^�,Z(W9 TrD a m harc r°.fec.Rll rights resened
f.a.c. :.:.w>�r-:. �
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° � (E} JOISTS (E} JOISTS ;o .1uly lo, 200�
FOR FfG SIZE & REINF -BLI�G PERMIT
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� ��; p�qN '- a 2x PIATE W/ 0.145"� P.A.F. W12 N RE; PLAN 2x PLATE Wj 0.145� P.A.F.
3/�� (� 12" O.C. TO W12 �? 12" D.C. TO W12
� (4) 3f4"�x12n A.B. W/ 9" EMBEDMENT �.���x3xQ'-5�/2" Wf
'�' (2) �f4"� BO�TS
BASE f�1j2x10x0'-10" W12 N RE: PLAN
A FLU�M FTG � �TEEL PC��T B BASE PLATE DETAIL C �ECK PERPENDICU�AR T� BEAM D DE�K PARAL�EL. Ta BE1�M
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3 4�� 1'-O"
REI � �TRUCTURAL
G.C. NOTE �150 East Seaver Creek Bivd.,Unit 2a4A
COORDINATE SIZE AND LQCATION OF ALL Avan,CO 81620
STRUCTURAL STEEL FRAMES ARQUND SLAB (s�4)�4s•471�
OPENINGS WITt�! MECHANCIAL CONTRACTOR
�ND STRUCTURAL STEEL SUPPLIER N TYP �-�
1/4 2 �
2" FLQdR FlNISH
3/�s nP
STEEL BEAM N RE: PLAN CONCREfE SlA6 ON COMPOSITE ��4 1YP
STEEL BEAM MTL DECK � RE: PLAN
2x BLOCKING 61WN � RE: PLAN / � �
{E� `��k'� HSS5x2x�/� DECK SUPPQftT � BEAR FLOOR DECK ON
{) I I DECK SUPPORT ANGLE - - - - � - - -- -�,j�- � �
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(E} PLYWOQD SNEATNING 2 F100R FINISN � �I I I I)
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CONCRETE SlA6 ON COMPOSITE �, �� � ( (� �
{E) 2x10 FLOOR JQISTS MTL DECS{ � RE: PLAN � � � � �
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2 �� � ( HEADER L6x4x�f4 (LLV) j / / L6x4 DECK SUPPORT � � � "' �
- - � W w COPE VERT I.EG AS SHOWN RE; F/S2 � ` �
// / / / J / / / 1 x X X x X � aE ( I I) (� EAENDT4C�EARBEAM , �.l
'/ / / / / / / .% / / ^�"�"'�"' �I ( I I I FLANGE N INSTA�L BELOW
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i � � � r i r ��""`� � � � j� � �� FLOOR DECK 601TOM FLUTES � ��¢ ALL (4) SIDES � 1Y �'�-----���4x3� 2x0'-9" Wf � � �
/ / / �' / � / / / J -' -' - - - --- - - --- / � � 3 3/� BOLTS -�� � � �
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(E) CQLUMN AND CAP � ~`�"`-HSS4x CO�UMN Wj � � Q
- E 3 2x12 BEAM - � _ �.. - - - - CAP l���ax4x4 � �j
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SIMPSON HU212-3TF {E} BEAM TO BE SNOREd � � =
SKEWED HANGER Cl1T & CONNECTED TO W12 NOTES; � .� -
1. PROVIDE METAL DECK SUPPORT FRAMES AT ALL PENETRATI4NS � ��
SOLID WEB BLOCKING W/ W12 � RE; PIAN GREATER THAN 12" SQUARE. � � �
(3} ROWS OF (3) 0.145"� P.A.F. 2 . FOR OPENINGS LESS THAN 12" SQUARE B�OCK OUT OPENIN� IN
TO WEB OF W12 CONCRETE AND REINFORCE SLAB PER GENERAL NOTES ON S2. (� �
DQ NOT CUT METAL DECK UNITS UNTIL CONCRETE NAS REACHED ��� $`�`
FULL 5TRENGTH.
�
E E BEAM CpN�I F FLC�QR OPENING FRAMING G F�CJ�R FRAMIRiG Q EXIST �OL N FL�C�R FRAMING C� EXIST COL. -
�� 3/q.,' _ 1'-0" �2 ��4�� _ 1'-p" �2 3f4» = i'-4" S2 / _
3 4" 1'-0"
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- RAL STEEL 11. i�ET11L DEGK �
L GENERAL D. THE CONTRACTOR SHALL 8E RESPONSIBLE F4R AL� SITE SAFETY ISSUES AS 8. FOUNpATIUNS F04TINGS 10. STRUCTU
MANDATED BY FEDERAL, STATE ANQ LOCAL LAWS AND REGULATIONS. THE
A. THESE NQTES SNA�� SERVE AS 7HE SPECIFICATIONS FOR THE STRUCTURAL CONTRACTOR SNA�L EMPLOY A ?C4MPETENT PERS4N? AS DEFINED IN QSHA A. A SOILS INVESTIGATION HAS NOT BEEN PEftFORMEQ FOR THIS PROJECT. A. STRUCTURAL �TEEL: MINIMUM YIELD STRENGTH 50 KSI FOR WIDE A. GENERAL
P4RTIUN OF THE WQRK. REGULA7IONS T4 IDENTIFY SAFETY ISSUES. THE CONTRACTOR SHALL 1. } THE QWNER SHAL� EMPLOY A QUALIFIED GEOTEGHNICAL ENGINEER TO FLANGES; 35 KSI (ASTM A53) FOR PIPES; 46 KSI FOR TUBES; 36 KSI 1. ) DECK SNALL BE MANUFACTURED STEEL WITH A MINIMUM YIELD
EMPLOY A ?QUALIFIED PERSON? AS DEFINED IN OSHA REGULATIONS TQ INSPECT AL� FOUNDATION EXCAVATIONS PRIOR TO P�ACEMENT OF A�L ELSE, UN�ESS NOTED OTHERWISE. STREN67H OF 33 KSI.
B. ARCHITECT' S APPROVAL MUST BE SECURED F4R ALL Sl18STITUTIONS. SPECIFY THE RESOLUTION OF SAFETY ISSUES. CONCRETE FOR FOQTINGS. 2. DECK SHALL BEAR A MINIMUM OF 1-1f2 INCHES AT SUPPdRTS.
2. } TNE GEOTECNNICAL ENGINEER SHALL VERIFY THAT TNE SAFE BEARING B. CONNECTIONS N4T OTHERWISE DEFINED ON THE STRUCTURAL DRAWINGS 3. � DECK UNITS SHALL BE INSTAL.L.ED 3 5PAN MINIMUM CONTINUOUS OVER
C. CHECK ALL DIMENSIONS ON 5TRl1CTURA� DRAWINGS AGAINST ARCNITECTURA� E. THE GONTRACTOR SNALL EMPLOY A Ql�ALIFIED PRQFESSIONAL SHORING CAPACITY OF THE BEARiNG MATERIALS MEETS OR EXCEEDS THE SHALL BE DESIGNED BY THE FASRICATOR. STRUCTURAL CALCULATIONS! FOR SUPPORTS WHEREVER PO5SIB�E.
DRAWIN�S. SUBGONTRRCTOR TO DESIGN AND SUPPLY SHORING SYSTEMS. SUBMIT ASSUMED TdTAL LQAD ALLOWABLE BEARING PRESSURE USEd IN DESiGN THE CONNECTIQNS BEARING THE SEAL OF A PROFESSIONAL ENGINEER 4. } PROVIDE ACOUSTIGAL DECK UNITS WITH GLASS FIBER SOUND
PROPQSED SHORING PLAN ALONG WIT�-i SHORING DESIGN CALCULATI4NS AS STATED BELOW. REGISTERED IN THE STATE OF COLORADO SNALL BE SUBMITTEQ BY THE ABSORBING BATTS WHERE INDICATED ON THE DRAWINGS.
Q. VERIFY OPENINGS THROUGN F�OORS, ROOFS AND WALLS WITH PREPARED BY AND BEARING THE SEAL OF A PROFESSIONA� ENGINEER FABRICATQR FOR THE STRUCTURAL ENGINEER' S REVIEW.
ARCHITECTURA�, MECNANICAL, CIVI� AND E�ECTRICAL REQUIREMENTS. LICENSED IN THE STATE OF COLORADQ FOR REVIEW BY STRUCTURAL B. FOOTINGS SHALL BE PLACED ON UNDISTURBED NATURA� MATERIALS. THE ' B. FI.QOR DECK:
ENGINEER. CONTRACTQR SHALL REMOVE ANY LOOSE OR DISTURBED SOIL AND REPI.ACE C. MINIMUM WELDS: AISC SPECIFICATION, NOT LESS THAN 3/16" FILLET, 1. } ATTACH F1.04R DECK TO STRUCTURE WITH 5/$? DIAMETER PUDDLE
2, G4YERNI�JG BIITL.DIN6 CC?DE: IBC 20Q3 WITH NON-EXPANSIVE STRUCTUftAL FILL COMPACTED TQ 95% STANDARD CONTINUOUS UNLESS OTHERWISE NOTED. WELDS AND TO RDJACENT DECK PANE�S WITH TWO ��0 TEK SCREWS
F. TtfE CONTRACTOR SHA�� BE RESPONSIBLE FOR IDENTIFYING AN� PROCTOR (ASTM D698) AS APPROVED BY TNE SOILS ENGINtER. PER SPAN.
3. I.iVE LUAD5 USED IN D�S7GN SPECIFYING ANY MODIFIGATION5 TQ THE STRUCTURE REQUIRED FOR D. ALL GR40VE WELDS TO BE FULL PENETRATIQN UNLESS NOTED. 2. ) END OF DECK UNITS SHALL BE BUTTED; DO NOT STAGGER ENDS OF �p0 R�G'/,�
..�.,
C4MPLIANGE WITH OSHA REGU�ATIQNS AND GENERALLY ACCEPTEQ C. TOTAL LQAD SOIL BEARING FRESSURE USED IN DESIGN: . . 2, Q00 PSF DECK UN�7S. .�,�� ,, ���.'��
A. LOBBI�S & STAIRS. . . . . . . . . . . . . . . . . . . . . . 100 P5F (NOT ftEDUCED) PRINCIPLES OF C4NSTRUCTI4N. THE CONTRACTOR SHALL PROPOSE ALL E. WELDERS: HAVE CURRENT EVIDENCE QF PASSI�IG TNE APPROPRIATE A. W. S. 3. ) COMPOSITE DECK SHAL� PROVIDE MINIMUM SECTION PRQPERTIES c��' �' � �`�
SUCH MODIFICRTIONS TQ TNE ARCHITECT AND STRUCTURAL ENGINEER FOR 9. CONCRETE QUALIFICATION TESTS. SHOWN ON DRAWINGS. TNE SPAN LENGTN SHAI.� BE DEFINED AS THE �'"'� �
4. DISC(}VERY AND FIELD VERIFICATI�N REVIEW PRIQR TO CONSTRUCTiON. GLEAR SPAN BETWEEN SUPPORTS. � ��` °
A. ALL CONCRETE SHALL BE NORMAL WEIGHT AGGREGATE UNLESS NOTED. F. STRUGTURAL STEE� SHALL BE DETAILED AND FABRICATED IN ACCORDANCE 4. ) TEMPORARY SHORING SHALL N4T BE U5ED ON NON-COMPOSITE FOR�1 �r*. �fe��p�`��c�
A. DURING CONSTRUCTIQN, TNE CONTRACTOR MAY ENCOUNTER EXISTING 6, SUBt�ITTAI.S CLEAR�Y IDEhlTIFY INTENQED USE FOR EACH MIX DESIGN SUBMITTED FOR WITH THE AISC SPECIFICATIONS AND CODE OF STANDARD PRACTICE AND DECK WITHOUT PRIOR ACCEPTANCE OF THE STRUCTURAL ENGINEER. �'.�'�.`�•.��„�,.���
CdNDITIQNS WHICH ARE NOT NQW KNOWN OR ARE AT VARIANCE WITH APPROVA�. CONCRETE SHALL CQNF4RM TQ THE FOLLOWING TABLE: WITH OSHA REGULATIONS, LATEST EDITIONS. �'lQj���,�.
PR4JECT DOCUMENTATION {DISCQVERY). SUCN GONDITIONS MAY INT�RFERE A. FURNISH TWO PRINTS 4F SHOP AND ERECTION DRAWINGS TO STRUCTURAI.
WITH NEW CONSTRUCTION OR REQUIRE PROTECTION AND/OR SUPPORT OF ENGINEER FOR REVIEW PRIOR TQ FABRICATION. SUBMiT IN A TIMELY G. ALL RIGGING FOR SAFETY CABLES, LIFTING DEVICES AND 7EMPORARY
EXISTING WORK DURING G4NSTRUCTION, OR MAY CQNSIST OF QAMAGE QR MANNER TO PERMIT 10 WORKING DAYS FOR REVIEW BY STRUCTURAL MINIMUM �A.i.E� �( SRACING SHALI. BE CONNEGTED TO ANGI.ES, PLATES OR OTHER MEMBERS
DETERI4RATION TO STRUCTURAL MATERIALS aR COMPONENTS WHIGN COULQ ENGINEER. STRENGTH eE�EM f SLUMP AGGR �R DESIGNED AND DETAILED BY THE STRUCTURAL STEEL SUPPLIER ANp SHALL
JEOPARDIZE THE STRUCTURAL INTEGRITY OF THE BUT�DING{S). �E P$� �4�M CEMENT �N SIZE (1� BE SHOP WELDED TO STRUCTURAL �EMBERS. DO NOT PROVIDE HOLES IN
B. FURNISH TWd SETS OF CQNCRETE, GROUT AND M4RTAR MIX DESIGNS CKS C.Y ��Q �� STRUCTURAL MEMBERS FOR THE CG�lNECTION 4F RIGGING CABLES, LIFTIING
B. TNE CONTRACT�R SHALL NflTIFY TNE ENGINEER OF AL� DI5COVERIES HE INCLUDING STRENGTH TEST DATA ANQ MANUFAGi'URER' S �ITERATURE ON r DEVICES AND TEMPORARY BRACING UNLESS SPECIFICALLY DETAILED ON THE
BELIEVES MAY INTERFERE WITH PR�PER EXEGUTION OF THE WORK 4R AQMIXTURES FOR REVIE4V BY STRUCTURAL ENGINEER NO �ATER THAN 2 FOOTINGS 3Q00 5.5 0.58 3-4 1 0-2 STRUCTURAL DRAWINGS. CONTRACTOR SHALL BE RESPONSIBLE FOR THE
JEOPARDFZE TNE STRUCI'URAL INTEGRITY QF THE BUILDING(S} PRIOR TO WEEKS PRIOR TO ON-SITE USE OF TNESE MATERIALS. INTERI4R FLATWORK 30Q0 5.5 0.58 2-4 0.75 0-2 ORM�RELE�XPOSED TODVDEWEMBERS WHERE THEY INTERFERE WI7H OTHER WORK ��p,r,����
PROGEED I NG WI TN WQRK RELATED TO SUCH D I SC4VER I ES. ELEVATED SIABS QN METAL DECK 3400 5.5 0.58 2-4 0.75 0-2
C. GENERAL AND SUB-CONTRACTOR NQTES:
C. THE STRUCTURAI� DQCUMENT5 MAY SPECIFY DI�hENSIONS, ELEVATIONS AND 1. } THE GENERAL CQNTRACTOR SHALL REVIEW A�L SUBMITTALS PRIOR TO NOTES: N. THE CONTRAGTOR AND STRUCTURAL STEEL SUPPLIER SHA�L ADD ALL
CONSTRUCI'I QN COND I T I ONS TO BE F I ELD VER I F I ED. THE GENERAL SUBM I TTAL FOR REV I EW BY TNE STRUCTURA� ENG I NEER I N 1. TOTAL AIR CONTENT PERCENTAGE RANGE. CHANGE TO 5-7 IF EXPOSED TO FREEZING TEMPERATURE5. NECESSARY BOLTS, ANCHOR BOLTS, ST T FFENER PLATES, STAB I L I ZER
CONTRACTOR SHA�L BE RESPONSIBLE �OR FIELD VERIFICA7ION QF ALL ACCQRDANCE WITH THE PROJECT SPECIFICATIONS. PLATES, BRIDGING, BRACING, BEARING SEATS, COLUMN SPLICES,
SPECIFIED CONDITIONS PRI�R T4 RRO�EEDING WITN TNE CONSTRUCTION OR 2. } THE STRUCTURAL DRAWINGS SHALL NOT BE USED AS BAGKGRQUNDS FOR CLOSURES FOR OPENINGS, ETC. AS REQUIRED FOR COMPLIANCE WITH QSHA
FABRICATION QF ANY STRUCTURAL COMPONENTS RE�ATED T4 SUGN SHOP OR ERECTION DRAWINGS. DRAWINGS PREPARED IN THIS MANNER g• ALL CQNCRETE IN C4NTACT WITH SOILS SHALL U5E TYPE I-II CEMENT. REGULATIONS.
CONDITIONS. THIS FIELD VERIFICATI�N SHALL BE MADE IN A 7IMELY ANQ SUBMITTED FOR REVIEW T4 THE STRUCTURAL ENGINEER WII.L BE C. REINFORCING: MILD STEEL REINF�RCING SHALL BE ASTM A615 WITH A
MANNER S� AS TO GAUSE NO DE�AYS IN EXECUTIQN OF THE WORK. RETURNED REJECTED AND CQNSIDEREQ AS N4T BEING IN CONFdRMANCE I. FIE�D WELD ANY ELEMENT THAT CAN BE CONSIDERED A TRIP NAZARD AS
WITH THE PROJECT SPECIFICATiONS. MINIMUM YIELD STRENGTH 60 KSI, EXCEPT WNERE NOTED AS 40 KSI. ALL DEFINED BY OSHA. 7 "
5. STRUCTll�AL STABILITY DURING Cf}NSTRUCTICIN REINFORCING REQUiRING WELDING SHA�L CONFORM TO ASTM A706. WELDED
7. SPECIAL INSPECTIONS WIRE FABRIC SHA�L CONF4RM TO ASTM A185.
A, TNE STRUCTURAL ORAWINGS I�LUSTRATE THE COMPLETED STRUCTURE WITH D. REINFORCEMENT PRQTECTION
ALL ELEMENTS IN THEIR FINAL P4SITIONS, PR{�PERLY SUPPORTED AND A. SPECIAL INSPEGTORS SHALL BE EMP�OYED BY THE OWNER TO INSPECT THE 1. CQNCRETE P�ACED AGAINST EARTH. . . . . . . . . . .
BRACED. WORK DURING CONSTRU�TIQN AS DEFINED AND REQUIRED BY IBC CHAPTER " " " " " " 3
17. SPEGIAL INSPECTIONS SHALL BE MADE OF THE FOL�OWING 2. � C4NCRETE P�ACEO IN FORMS BUT EXPOSED TU WEATNER OR EARTN:
B. THE CO�TRACTOR SHAL� SE RESP4NSIBLE FOR ALL CONSTRUCTiON MEANS STRUCTURAL WORK: a. BARS #5 AND SMALLER. . . . . . . . . . . . . . . . . . . . . . . . 1-1f2" ��
b. BARS #6 AND LARGER. . . . . . . . . . . . . . . . " ��`
AND METH4DS. 1. 17Q4. 3 STEEL CONSTRUCT T OfJ " " " " " " ' 2
2. 17Q4. 4 CONCRETE CdNSTRUCTiON E. PROVIDE ACCESSQRIES NECESSARY TO PROPER�Y SUPPORT REINFORCING AT
C. T�iE C�NTRACTOR, IN THE PRQPER SEQUENCE, SHALL PROVIDE PROPER 3. 1704. 7 SOIL CONDITIONS POSITIONS SHOWhI ON PLANS AND DETAI�S.
SHORIN� AND BRACING AS MAY BE REQUIRED DURING CONSTRUsTION TO
AGHTEVE TNE FINAL COMPLEI'ED STRUCTURE�
__ _ _ _ _ __ . _ __ __ _ _ _ _ _ _ _ . _ _ _
_ _ _ __ _ _
_
_ GENERAL. NC}TES� architects
t •ri�������f��������l���r�iii•
1. CONTRACTOR SHALL INSPECT SITE TO
454 THOROUGHLY FAMILARfZE HIMSEI.F WiTN THE
„ � „ MBH
� ��2 ACCESSIBLE GAS _ AREA 0� WORK. ANY DISGREPANCIES
BETWEEN TNESE DOGUMENTS AND ACTUAL
SHUT—OFF VALVE
GONDITIONS SHA�L BE REPORTED TQ THE
FIREPLACE ARCHITECTjENGINEER FOR RESOLUTfON
PRIOR T� BID PRICING. NQ EXTRAS WI�L BE po so�ia�a tel: 970-479-�387
ZT1-�� ALLOWEQ DUE TC} �ACK OF KNOWLEQGE OF v�,co ai�ss fa7c:970-47G-007'7
1�/z" EXlSTING CONDITIQNS.
�Z�8�t�IXChitBGh,It7C.t�II�itS ZCSgVCCl
� �
2. FIELD VER(FY EXACT �OGA aN 0 AL
M� 1�!z" �..��
� CONNECTION POINTS PRIOR T
880 MBH CONSTRUCTION.
CONSULTA�.�ITS:
GQNNECTED 3. RQUGH—IN RND FINAL. CONNECT A��
LaAD F4XTURES, EGlUIPMENT, ETG.
E)1�/z" 4. F(RESTOP ANY PENETRATION THROUGH A
�E)� FIRE RATED CEfLING OR WA��. VERIFY WALL
FCRE RATINGS W1TH ARCNITECTURAI.
DRAWINGS.
5, A�L WORK SHALL BE I'�R LOCA� BUILDING
(E)DWH-1 (E)DWN-2 (E)F-1 AND HEAL7H DEPARTMENT REQUiREM�NTS.
215 75 140
MBH MBH MBH
� KEY NOTES� zssu�. �
---- �1 1�1z" GAS �INE W/ ACCESSIBLE GAS
3 � SNUT—OFF VALVE UP T4 FIREP�ACE,
� GA� PIPING DIAGRAM
F1.0 NO SCALE �2 (E}1'/z" GAS LINE T� EXISTING GAS �IRED
� EQUIpMENT IN BASEMENT.
� ' �3 (E)1�/x"' GAS LINE IN BASEMENT.
�� �4 Ct�NNECT NEW 1�/z" GA5 LINE TO EXISTING
1�/z" GAS �.{NE IN BASEME�lT,
� �5 IVEW 1 r/z" GA� LINE IN BASEMENT.
, � ,
� j / �6 NEW GAS METER — 880 MBH CONNECTED
, , �4AD.
\ � /
Q � � f � �7 (2} NEW 1�1z" GAS LINES DN. TO BASEMENT.
GAS LOAD SCI�EDULE . � �
�
cas � � , ,,�,
L�QAD VALUE _ _ _
APPI.lANCE (M�H) {CFH) REMARKS Y ��T��c J ` y �� � ~ n��°�
,.,,. ~'`" ''`�--_..,� a
WATER HFATER (DWH—9) (EXl�TIhIG) 215 266 1 ,>,— "` �`°-.
WATER HEATER {DWH-2} {EXISTING} 75 93 1 t�w '�f � � � ��'� �°
FURNACE (F'-1} (EXISTING) �4a ��� 1 F�,\ � t Q � � '(
F(REP(ACE 450 557 1 �� � ' �'+��
, � � �
,� � .�
TOTAL 880 1,089 '� �` t n • \,�
MBH CFH � � � �' `
E�� �3 � � ,
� �
�2EMARKS NQTE� � �� � � `�
1. C�H BASED C}N 8q8 BTU / 1 CFH. � r�`-1 �
�� � �
� � o � �
� `�. c�� � w
� � � o
0`� � `� � � �
�, o � �
� �
� � �
r���. � H U
���� � � W w �
`-��•, �',� � "3
� � � �
� �
GENERAL. PLUMBING CQNTRAGT REQIl1REMENTS: � � �'�,, �
! �� �
� i �J�� l��,� � � �
1, TNE GENERAL PLUMBING REG2UIREMENTS ON SHEET P1.Q PERTAIN TQ THE WORK � S6
OF THIS DIVISION. � � �6 �
2. COORDINATE ROUT(NG C)F ALL PLUMBWG RIPING BELOW SLAB WITH �
STRUGTURAI.GRADE BEAMS,71E BEAMS, ETG.ALl�QW FOR REROUTING OF PIPING D �
�
AS REClUIRED.
3. ALL REQUIRED(�PENINGS IN CONCRETE BEAMS AND STRUGTURA�WA�LS ARE
TO BE AGCOMPLISHED USING SLEEVES PROPERLY SIZED FOR TNE PIPE THEY �e!'�
SERVE. GQRE DRILL{NG IN BEAMS IS NOT AL�QWED. G4RE DRILLING IN PANS 15
ALLOWEC►UP4N PRIOR APPROVAL t�F ARCHITECT AND STRUCTURAL ENGINEER. ��
4. AI.L UNDERGROUND METAL�(C GAS SHALL.BE WRAPPED WtTH 8 MtL
POLY�THYLENE PtAST1C.
5. NO GAS LINES SHALL BE LC7CATED BELQW�t�ILD(NG SLAB. AL�GAS PIPING IN AIR
PLENUMS TO BE WEL.DED
6. i'I�ING:
A. PIPE INSTA�LIaT#QN:
, FIRST FLQUR PLUMBING PLAN �� ��
{1) ALL PIPtNG SHAL.L�E AC7EQUATELY SUPPORTED FROM THE BUILDING ����
,� � » ���;����d�,�'�i�.,
STRUGTURE TO PREVENT SAGGING, PQCKETING,SWAYING O� P1.0 SCALE:7 f 8 = 1 -0 ��¢����,p�����.��
DISPLAGEMENT BY MEANS OF HANGERS AND SUPPORTS. PIPING IS NOT N ORTN �
� C� �
TQ BE SUPPORTED BY EQU1PMENT. ;� 3 �q �#r�
(2) PROVlDE DIE�ECTRIG ElNIONS BE7WEEN D1551MILAR MATERIAL$.
(3} WEL.t� PIPE IN A�CORDANCE WITH APPL{CABLE CQDES AND STA(VDARQS. �
�s � �
a ��'°
WEL,DERS SHALL BE CERTIFIED FQR TYPE t)F WORK BE{NG RERFQRMED. �'� • � °��
a. �i��AN���r-r�rv�s. � l��� {`„���
d
(1} GAS PEPING: FIRST�LUOR.
a. SIZE 2"AND SMALLER: SCHEG�UI.�40 ST'EEL WiTN 15Q PSI GAST IRON
THREADEI?FlTT1NGS. PLUMBING PI�A.N
ta. SIZE 2A112"A�VD LARGER: SCHEDtJLE 40 STEEL WITN STANDAREJ
WROUGHT, BU'TT WELDED�tTTIN��.
� � ��..n t�__.�__�. �.��M-E ENGITTEERS, I�TC.
��� �� ' �' ���' 24S C�[APEL PI.�CE,SUITE 2Q0
��'� i '� ��µP.Ct.BOX 5740, AVON, CC?. 81620 "
, 4 �i �
����`�x: �970}���-�aaa F�: ���o���9-�4s�
ABBREVIATIC�N� ABBREVIATIC)N� PC?WER DEVICES L.IGNTING EMER�ENCY L1GHTfN+�
SYMBOL DESCRIPTI�N SYMBQ� DESCRIPTION SYMB(�� D�SCRIPTICJN
AC ABaVE �QUNTER ST SHUNT TRIP {�} SINGLE RECEPTACLE
ADA AMERICANS WITH DISABI�ITIES ACT STD 5TANDARD �t DUPLEX RECEPTACI.E � 2' x 4' �LUORESCENT FIXTURE � EM�RGENCY 2' x 4' F�UORESCENT FIXTURE
AFF ABOVE F`INISHED F'LOOF2 SW SWITCH � FQURPLEX RECEPTACL£ � 2' x 4' F�UORESCENT FIXTURE {SURFACE MQUNTEQ) � EMERGENGY 2' x �' FLUORESC�NT FIX7URE {SURF'ACE MOUNTEC?)
ANN ANNUNCIATOR SWB SWITGHBOARD SPECIAL RECEPTACLES
TC TIME CLOCK � � 2' x 2' FLUORESCENT FIXTURE � EMERGENCY 2' x 2' FLUORESC�NT FIXTURE
ATS AUTQMA7IC TRANSFER SWITGH � SINGLE SWITCNED DUP�EX RECEPTAGLE - RESIDENTlAL
AUX AUXII.IARY TTB TELEPHaNE TERMINA� BOARD � EMERGENCY DUPLEX RECEPTACLE ��Q 2' x 2' F'LUOf�ESCENT FIXTURE (SURFACE MOUNTED) � EMERGENGY 2' x 2° FLUORESC�NT FIXTURE (SURFACE MGUNTED) �����,
8KR BREAKER TEL TELEPHONE � EMERGENCY FOURPLEX RECEPTACLE �,�-!"� 1' x 4' FLUORESCENT FIXTURE �„� EMERGENCY 1' x 4' FLUORESC�IJT FIXTURE
BFG SELOW F"INlSHED GRADE UC UNDER CQI�NTER
� 208V. DUPLEX RECEP7AC�E � 1' x 4' FLUORESCENT FIXTURE {SURFACE MOUNTED) ��"�I �MERGENCY 1' x 4' �LUOR�SCENT FIXTURE (SURFACE MC�UNTED�
C CaNDUIT UH UNIT HEATER
��� ISO�ATEQ GRQUNQ DUPLEX ftECEPTACLE ��'-�"1 1' x 8' FLUORE5CEN�' FIXTURE (SURFACE MOUNTED) [�-'�""'"-�"�1 EMERGENCY 1' x 8' F'LUOF2ESCENI' F'lXTURE (�UR�ACE M{�U�JTED}
CB CIRGUfT BREAKER UNO UNL.ESS NOTEQ OTHERWISE ��� ��p(�ATED GROUND F4URPLEX RECEPTAC�E (�I 1' x 2' WA�L MOUNTED FLUORESCENT FIXTURE � EMERGENCY 1' x 2' WAI.I. MOUNTED FLUQRESCENT FIXTURE
CK1' GIRCUIT UPS UNINTERRUPTIB�E POWER SUPP�Y � FLOOR MtJUNTED DUPLEX RECEPTAG�E
CT CURRENT TRANS�'ORMER V VOLT � C-� 1' x 4' WALL MOUNT�d FL(JORESCENT FIXTURE �'-�� EMERGENCY 1' x 4i WALL� MOUNTED FLU�RESCENT FIXTURE
F�OOR MC}UNTED FOURPi�EX RECEPTACLE
�U �pppE� V/D VOICE/DATA � JUNCTION BOX C� WAL,L MaUNTED HID �'IXTURE � EMERGENCY WALL M(JUNTED HIQ FIXTURE
DISC DISGC?NNECT � WAY� Q WALL MOUNTED JUNCTIQN BOX � 2' STRIP I.IGNT WITH JUNCTION Bt?X � EMERGENCY 2' STRIP LIGHT WITM JUNCTION BOX
DWG DRAWING Wf WITH -�--.--,r- PLUGMOLD �--o--� 3' STRIP LIGHT WITH JUNCTION BOX t--�-�1 �MERGENCY 3' STRIP LIGNT WITM JUNCTION BOX
EA EACH WP WEATHERPRaOF � SINGI�E P�LE TOGG�E SW{TCH E---Q'� 4' STRIP LIGHT WITH JUNCTION BOX �---�-�► EMERGENCY 4' STRIP LIGHT WITH JUNCTION BOX
EC EMPTY CONDUIT XFMR TRANSFC?RMER �,3 THREE WAY TOGGLE SWITCH 8' STRIP LIGHT EM�RGENCY �' STRIF' I.IGHT _,
EF EXHfiUST FAN (�OWER CASE LETTERS DENOTES SWI1'CHWG} t---r 4' STRIP �IGHT
T� P LE TH�RMAL OVER OAD SWIT�H � �MERGENCY BATTERY PACK
E�EC ELECTRIC (?R ELECTRICA� �' ��N��-� d �-
8' STRIP �IGHT � �MERG�NCY INTERIOR WALL. MOUNTED �IGHfi
EL.EV E�EVATOR FIRE A�ARM � GANG �IGHT SWITCH i---n.----a TRACK LIGHT EMERGENCY EXTERIOR WA�L MOUNT�D LIGHT
EM EMERGENCY � DiMMER SWITCN ' �
EQUIf' EQUIPMENT SYMBOL. DESCRIPTION � CLOCK OUTL�ET ,� INTERIOR WA�L MaUNTED �IGHT � �MERGENCY �URFAC� MOUNTED [�OWNLIGHT
� E������� BRAN�M CIRCUIT HOM�RUN TO PANELBOARD. NUMBER � EKTERIOR WALL MOUNTEq LIGHT �] EMERGENCY RECESSED DOWNLIGHT
F FUSE � FI�QW SWITCH �''"""'`4 OF ARRQWS {NDICATE NUMBER OF PANEL LEGS. -�}- CHANDELIER � EXMT SIGN
bC74 TAMPER SWITCH NUMERAL INDICATES CIRCUIT BREAKER NUMBER. � WA�.L SCC}NCE � ��
FJA FIRE AL.ARM EXIT SIGN
FACP FIRE AI.ARM CONTROL PANEL � SMC3KE DETECTOR /""�"`'` CONCEALED CONI�UIT IN WA�L OR GEI�ING � �XIT SIGN
�-�R ������ �Q�� �"`` CONQUIT BEC.OW GRAC7E OR BELOW S�Ag. C� SURFA�E MOUNTED C30WN�IGHT ����
� SURFACE MQUNTED WALL WASHER , {�} �XI7 SIGN
�
GALV GALVANIZED �f CEI�.ING MOUNT�d DUPL.EX RECEPTACLE i--
� HORN WITH A.C}.A. S7ROBE � RECESS�D DOWNLIGHT {�y �XIT 51GN
GEN GEN�RAT{?R `U'p' DUCT DETECTOf� � CEILIIJG MOUNTED F4URPLEX RECEF'TACL� � RECESSED WALL WA�HER t�'� �XIT SIGN
GFI GROUND FAULT CIRCUIT INTERRUPTER
Q NEAT DETECTOR C� POWER POLE
❑! REGESSED WA�L WASHER
GND GROU�ID �g �
I� PUI.� STATION � DOOR BEL� SWITCH
HQ HEAVY I�U'TY � REMOTE LED INDICATQR �IGHT "�'� MUSHRCIOM HEAC} EPt� SWlTCH a-{� SITE POLE LIGH7 - 1 HEAD -� --�
HID HIGN fNTENSITY DISCNAR�E X A,D.A. FIR� AL.ARM STROB� C��-Q-C, 51TE P4L� LIGNT - 2 HEADS �
NP HORSEPUWER Ga MAGNETIC q00�2 NC7�DER �
HPF HIGM P4WER FACTOR �A�p �lRE ALARM CONTROL PANEL C_�� SITE P4L� (�IGHT - 3 HEADS --- �
�}NE-L�NE �YMBfJL� �..��
NPS HIGH PRESSURE SODIUM FAA� FIRE ALARM ANNUNCIATOR PANE� � '� �
HTf� MEATER �="� W���E� pHQ�� SYMBC�L DE�CRIPTIC?N SITE POLE LfGNT - 4 HEADS
F FIR�MANS PHONE JACK � � �
I[7 INSIDE DIAMETER � � � �
C�' DI�CUNNECT SWITCH � � (�
� WA�L MQUNT DUA� TECHNO�OGY QCCUPANCY SENS4R.
INGAND INCANDE�CENT ' iSl STARTER � � �
J BaX JU�}CTIQN BOX �'' COMBINATION M070R STARTER f� GEILING Mt7UNT OUAL TECHNOLQGY OCCUPANCY �ENSOR.
� --- �
KVA KILt�V4�T AMPERE CQMMUNICATIC}N5 ,�y M4TOR PP OCCUPANCY SENSOR POWER PACK, � �,�... �
KW KILQWATT rt PANEl. �
LTG L.IGMTING SYMBQL DE�CRIF�TIQN � DISTRISUTION PANEL � � f�
LV Lt�W VOLTAGE ''�" TELEPH4N� OUT�ET � � �
�M METER �I�� �
MAX MAXIMUM t�j1t FL04R MOUNT�D TELEPHONE OUTLET �
MB MAIN �R�AKERS � DATA QUTLET � GTr�4 TYPICAL 9' _0" _CEILIRlG:OR HIGHEF�_ � i I I I I I �
MC MECHANICAL CONTRACTOR � FLQ4R MOUNTED DATA OUTLET GROUND � �� � � � � � �
II II 11 �
MCC MQTQR CQN7ftOL CENTER � TELEPHQN�/DATA OUTI.ET � TYPICAL 8'�,0,> CEI�ING�„� �, �� I i I I 1 I �
��/
MDP MAIN DISTRlBIlT14N PANEL � FI.Qt}R MOUNT�D TE�EPHdNE/DATA � FUSE & SWITCH 1 I i I I I
OUTLET 74P OF CABINET�,�._ � 11 I I I I `���
ME�H MECHANICA� � CIRCUIT BREAKER ! I I I 1 I
d7 CATV OUTLET TOP,_,OF�ABINET'_ I I I I I I
FACP �CONTROL PANELS
MFR MANUFACTURER �'. . ! I I I I f
�s PAGING SPEAKER pISCQNNEGT OR DRAWOUT DEVIGE I I i I NC}fiE: ALL (��VICE�
MiN MINlMUM .�,,, CARD READER ������ TOP OF CABIN�T ANN Q TC � I I I I I INDICAT�D TO BE
MTF� MOTQR I I � I I IN5TA�.��D AT CJIF'�'ERENT
MTD MOUNTEQ ?^xxxx"E`� ,,� g I I i � i I MQUNTING HEIGHTS AN[�
MTG MOI�NTING 4NE-L.INE PANEL _...__....._ � I I I I I i LOCAT�D WIT�IIN GNE �
I�I�1- - I I 1 I I I STUt7 SPACE FROM EACH
N NEUTRAL � I I � I I I ���T(CALLY� C7N�NE
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GROUND FAU�T INTERRUPTER BREAKER � � � � � � � � � ....� I I I I I ! WHERE WALL MOUNT�D
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I "c� � � 1 1 I I I I VQLUME CO�JI'RC7LS, ETC.
MECHANICAL �QUIPMENT IDENTI�'iCATION TAG co i< io � �n � i� ;- � p � I I I I I I pfi����- aNE S�"Up
NIC �IOT iN �QNTRACT OTT{7
� � �� � I I I 1 I I SPACE.
NC NORMALI.Y CLO�ED � � � � � � .ti � ° a' �
� FINISHED F'�OOR ��., is� � I I I 1 ( i
NO N4RMAL�Y OPEN
NTS NOT TO S�ALE
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TYPICAt. DEVICE Mt3UNTING HEIGHTS �,�*.��a.Q���,
4C ON CENTER N4 SCAI.E �*"'° °°� "�"
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BOX UNI.ESS NQTEO OTHERWISE.
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PB PUSH B�ITTON 2. WHER� EVER DEVICES ARE INDIGATED T�Q BE A�OVE ��" ��&°•°°°°�� �'� �F
PH PHASE DOORS, DEVICE SHAI.L BE C�N�"ERED BETWEEN 7t�P `�`��t����°���" ,
PAN OF DOt7R TRIM ANp CEIL.lNG I�MNE. � "���f
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PVC POLYV(NYL CNLORlDE SHAL.L APPL,Y IN LIEU t3� THOSE SHC7WN ABOVE.
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REC RECEPTACf�E ELEVATIONS SHAL� APPLY IN LI�U 4F TH�SE SHOWN ABOVE.
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SECTION 260��Q - E�ECTRICA� 2.04 RACEWAYS 2.10 �IGHTWG FIXTURES, GENERA� 3.05 EXISTING FACII.ITIES
A. RIGID STEEL CONDUIT: ANSI C80.1: RIGID CdNDUlT INC�UDING COUPI.iNGS, LOCKNUTS, NIPP�ES. STEEL, B. PR4VIDE A COMPLETE �IGHTING SYSTEM, WIRED, ASSEMBLED AND OPERABLE, INC�UDING �IGNTING EQUIPMEN7 A. EXAMINE THE DRAWINGS AND SPECIF'ICATIONS OF THE COMPl.ETE WORK, AND INSPECT THE SITE TO
HQT-DIPPED GALVANIZED INSIDE AND OUT AFTER THREADING, GAI.VANiZEO, THREADED MALI.EABLE IRON OR AND ACGESSORIES AS SHOWN ON THE ORAWINGS, DESCRIBED IN THE FIXTURE SCHEDULE, SPECIFIEQ HEREIN ESTABLISH THE SCQPE OF qEMO�ITION WORK AND NEW WORK TO BE PROVIDED UNDER THIS S��TION AND
PART 1 - GENERAL STEEL FITTINGS, IVOTCHED LOCk�NUTS WITH GRIPPING TEETH. DE�IVER WITH PLASTIC THREAD PROTECTORS ON AND COVERED BY AI.�OWANCE. ACCESSQRIES INC�UDE CANOPI�S, SUSPENSIQN OF PROPER �ENGTHS, HICK�YS, C�ARIFICATION OF THE PHASING 4F THE WOf�K.
EXPQSED CQNQUIT THREADS. CASTINGS, SOCKETS, HOLDERS, REFLECTORS, BAL�ASTS, DIFFUSING MATERIAL, �OUVERS, P�ASTER AND
MQUNTWG FRAMES, LAMPS, F2ECESSING BOXES, SU('PORTING BRACKETS AND GHANNEI.S, WHERE REQUIRED B. BASED ON PROJECT PNASING AND SCHEC3UUNG> DEMOLITION WORK WILL BE TAKING PLACE fN AND AROUNP
1.01 CONFaRM TO AI.L APPLIGABLE STATE, COUNTY AND MUNICiPAL CODES AND ORQINANCES AND t�EMA, UL, B. INTERMEDIATE STEE� CONDU{T: U� 1242: INTERMEDIATE METAL CONDUIT INCLUDING COUPLINGS, LOCKNUTS, TO SPAN STRUCTURAL MEMB�RS. EXISTIN� AI�EAS THAT ARE TO REMAIN iN 5ERVIGE. WHERE TNE WOI�K UNDER THIS SECTI0�1 AFFECTS QR
ANSI AND CBM STANQARDS. WH�RE A PR{�VlSION OF' P�RTiNENT CODES AND STAN[JAF�DS CONF�ICT WITH NIPPLES: STEE�, HOT PRQCESS GA�VANIZED OUTSIDE, LACQUERED OR ENAMELED iNSIDE, GAI.VANIZE� INT�RFERES WITH 7HE QPERATION OF EXlSTING AREAS TO REMAIN IN SERVIGE, OR PORTIONS {�F THE WORK
THIS �PECIFICATIt�N, THE MORE STRiNGENT PROVISIONS SHALI. GOVERN, THREAQS, GALVANiZED THREADED MA�LEABLE IRON OR STEEI. FITTINGS, NOTCHED L4CKNUTS WITH GRIPPING G FIXTURES TO BE FA�TORY PREWIRED AND PREASSEMBI.ED. CATALOG NUMBER5 OR SERIES ARE GIVEN FOR ALREADY !N �PERATIQN, PROVIDE NECES5ARY WORK AND MATERIAL INCLUDING PREMIUM PAY, �2EQUIRED Tp
TEETH. DEUVER WITN PLAST{C THREAD PRaTECTORS QN EXPOSED CONDUIT THREADS. MANUFACTURER'S IDENTIFICATION. CONFORM T4 WRITTEN DESCRIPTlVE REQUIREMENTS GOVERNING MATERIAL AVOID SHUTDOWN OF THESE AREAS DUF�ING NORMAL 4PERATIONS. OBTAIN OWNER'S APPROVAL FOR
1.Q2 APPLY ANb PAY FOR ALL PERMITS ANDfQR INSPECTIONS f2EQUIREQ BY LEGAI. AUTHORITIES. AND FABRICATION, EITHER iN THE GENERAL QR SPECIFIC SECTI4NS. WHERE CATALOG NUMBERS ARE SHUTDOWN, IN WRITING, 48 H4URS PRIQR TO SHUTDQWN.
C. E�.ECTRICAL METAL�lC TUBING AND FITTINGS: ANSI C80.3. EI.ECTRIC M�TALLIC TUBING (EMT) INCLUDING INDICATED AS MODIFIED, NO M(�DIFICATION WILL BE REQUIRED IF THE STANDARD UN1T �`Ut�I.Y CONFORMS TO
1.03 C40RC�INATE ELECTRICAL WORK, AND EXI�TING SYSTEM SHUTDQWNS WITH THE OWNER. N071FY TNE QWNER �.00KNUTS, COUPI�INGS AND C4NNECTORS: GA�VANIZED STEEL, LACQU�RED QR ENAMELED lN7ERI0R, ALL DE5CRIPTIVE REQUIREM�NTS IN 7HE SPECIFICATlONS AND CflNFORMS WITH 5PECIFIED CEI�ING C. EXISTING EI�E�TRICAL AND SI�NA� F`ACIl.IT1�S (7UTSIDE 4F TME DEMpLITION AREA TO REMA{N IN P�ACE ANp IN
OF PI.ANNEO SHUTDQWNS A MINIMUM OF TWQ (2} DAYS PRIOR TO GOMMENCEMEN7 OF THE WORK, INCLUDlNG RAINTIGHT GLAND RING COMPRESSION TYPE FITTINGS AND SETSCREW F`I7TINGS, INSULATEQ TNROAT GONSTRUCTION. SERVICE DURING DEMOLI710N.
INF'ORMATION QF TYPE C}F S�RVICE, PLANNED TIME AND ANTICIPATEp �ENGTH OF OUTAGE. CONNECTQRS.
D. PROVIDE ADEQURTE L.AMP SWI�LDING, PROPER VENTfLATi4N AND HEAT DISSIPATION. D. IJNLESS SPECI�'ICALLY N07ED OR OTHERWISE WDICATED OR DIRECTEC�, REMOVE EXISTING ��ECTRICAL
1.04 PRIOR TO SURMITTING Bld, 5URVEY THE AREA WHERE THE NEW WaRK WILL BE DON� FqR ANY EXISTING D• I.IQUIQTIGHT FLEXIB�E CONDUIT AND FITTINGS. UL �60: I�IQUIDTlGHT FLEXIBLE CONDUIT: FLEXIBLE GALVANIZED EQUIPMENT IN THE AREA5 TO BE DEMOLI�HED. DELIVER EQUIPMENT REM(JV�D, INCLUDIN� I.IGH7ING FIXTUR�S, ������
CONC7IT(ONS VIMICN MAY AFFEC`� OR BE AFFECTED BY 7H� WORK UNDER THIS SECTIQN. EXAMINE THE STEEL GORE, Wf7H EXTRURED PO�YVWYL CHLORIDE COVER. LIQUID7IGNT INSULATED THROAT FITTINGS TO SEAL E. GENERAL CONSTRUCTION; TO THE OWNER'S REPRESENTATIVE.
ORAWINGS AND SPECIFMCATIONS OF Al�i. TRADES TO E5TABLISH THE SCOPE OF WC?RK TO BE PROVIDEd AND GROUND CONDUIT. PRQVIDE SEPARATE BC7ND WIRE WHERE INTEGf�AL GRQUND CONDUCTOR IS NOT
UNDEI� THIS SECTION. LIST ANY EXCEPTIONS TQ THE CONTRACT DOGUMENTS AND SUBMfT WITH BID. AVAIL.ABL.E. 1. SHEET ME1'A�: FREE OF T00� MARKS AND DENTS. PAINTED AFTER PUNCHING AND F'ORMING TO E�IMINATE 3.06 REMOQELING
EX�'OSED UNPAINTED EqGES. fNTERSECTIONS AND JOINTS FORMED TRUE, SUFFICI�NTLY RIGIQ TO PREV�NT
1.05 EXERCISE EXTREME CARE TO INSURE PROTECTION OF EXISTING ELECTRICA� EQUIF'M�NT AND PREMISES FROM 2�a5 NaNMETALLIG CONDUIT AND ptJCTS DISTORTION AFTER ASSEMBLY. A. ' WH�RE REMODELING 0� EXISTING Af�EAS 15 INDICATED, PROVIDE WC7�tK INDiCATED AND REQUII��D FOR A
DAMRGE. ASSUME COMP�ETE I�ESPONSIBiI.II`Y FOR ANY ANC7 ALL DAMAGE RESULTING FROM THIS WORK, 2. CASTINGS: FREE QF BLEMISHES, SCALE AND RU5T, ANO FINISHED SMQOTH. CQMPLETE ANp OPERATING FACILITY. WHEf�E WORK IS ADJACENT 1"0 EXISTING FIXTURES OR C7EVIC�S, PROVIDE
A, RIGIp NQNMETA��IC CONDUlT (RNC): NEMA TC 2 ANQ UL 651, �CHEDUL.E 40 OR $Q PVC AS SPECIF'IED, 3. ALUMINUM SURFACES, NONREF'LECTING: ANODIZED CLEAR OR WITH �OLOR AS INDlCATED. GASfilNGS TC7 B� MATCMING PI�ODUCTS TO PR�SENT UNIF(�RM APPEARANCE. SAL.VAG� DEMOI,ISNED MATERIAL AND EQUIPMENT
1.06 EXERCISE CARE TO PREVENT THE GENERATIQN OF UNNEC�SSARY N41SE QURING i'N� W4RK, AND K�EP NOISE HIGH lMPACT 90'C POLYVINYL CHL.ORIDE, EXTRUDED TO IRON PIPE SIZES WITM FACTORY SPACER5, COUPLINGS, �RRI6ITED, SANDB�ASTED OR ANODiZED. AND DELIVER Tt} OWNEF� AS DIREC7�C7. DISF'OSE OF SALVAGED MATERIAL AND EQUIPMENT WH�RE SQ
LEVE�S TO THE MIMMUM PO5SIB�E. BEI�DS AND QFFS�TS. PLASTIC TO PLASTIC CONNEGTIONS, TIGHTLY FITTED AND BUTTED, CEMENT WELDED 4. ALUMINUM REFLECTORS: TREAT WiTN ALZAK PROCESS 1'0 PROVIDE PERMANEN1' REFLECTIVE SURFACE OF RfRECTED IN WRITING BY OWNER. PATCM 0�'ENINGS IN EXISTING WALL.S dR FLOQRS CAtJSED BY (�EMC?VAL OF
UTILIZING TINTED PRIMER PER ASTM F656 AND HEAVY BODY, MEDIUM SEl" GEMENT PER ASTM D2564, IN 85% MINIMkJM. EXTRUD�D REFLECTORS TO BE UNSCORED, BRIGHT DIPPED AND CL�AR ANdDIZEp. MATERIA� AN[7/OR EQUIPM�NT UNDER THIS WORK.
1.07 F'RC?VI[3E BIO BASEO ON SPECIFIED MATERiAL AND EQUIPMENT. SUBSTfTUTlONS OF SPECIFIED MATERfALS AND ACCORDANCE WITH MANUFACTURER'S OIRECTIONS. PLASTIC TO METAL CONNECTION WiTH UL LISTED
EQUfi'MENT ARE SUBJECT TC7 TH� APPRQVAL aF THE ENGINEER. ADAPTERS. G. �IGHT{NG FIXTURE QESCRIPTION: REFER TO THE S�H�DULE ON THE DRAWINGS, Of� IN THE SPECIFICATIONS, 3,p7 pEM0�IT10N
AND TO GENERAL REQUIREMENfiS IN OTHER PARAGRAPH� HEREIN FQR FULL FIXTURE DESCRIPTI4N.
1.48 PROVI[JE SHOP DRAWINGS AND MANUFACTURER'S dATA, F'4R LIGMTING FlXTURES, RECEPTACLES, OUTLEI'S, �• PVC CONDUIT FITTINGS: NEMA TC3; MATCN TO CQNDUIT TYf'E AND MATERIAL. A. WNERE AREAS C7F EXISTING FACIL.ITI�S Af�� INDICATEp Tp BE bEMOLISHEl7 pR REMQDELED, VISIT SITE T�
CONDUCTQRS ANa CONDUITS. 2.12 �AMPS; qETERMIN� SCOPE C7F" WQRK. REI.00ATE �L.ECTRIC AND SIGNAL SYST�M EQUIPMENT, AND RE1�C7UTE OR
C. GONDUIT, DUC7 ACCESSORIE�: TYPES, SIZES, ANQ MATERIALS COMPLYiNG WITH MANUFACTURER'S PUBLISHEQ REPLACE C�?NDUIT AN(J WIRING TO CONF4RM WITM NEW U5E OF' TH� AREA AND MAINTAIN 4PERA710N OF
PRODUCT INFORMATIt�N. MAT� AND MATCH ACCESSQRIES WITH RACEWAY. A. GENERAL: UNLESS SPECIFIED OTHERWISE HEREIN, FURMSH AND INSTALI. LAMPS FOR EACN FIXTURE QF TYP� qp,�ACENT AREAS.
1.09 GUAf�qING AND WATTAGE INDICATED ON DRAWINGS OR Ol'HER SEG710N OF THE SPECIFICA710N.
A. PROVlDE PROTECTI(?N FOR MOViI�G PARTS ANq HAZARDOUS C4NDITI4NS. 2.b6 OUT�.ET AND JUNCTIQN BQXES AND FITTINGS. PART 3 - EXECUTIaN 3.Q9 TESTS AND CERTIFICATION
B. PROVIDE INDUSTRIAL ACCIDENI` AND WARNING SIGNS PER ANSI AND QSHA. A. PROVIDE BRIGH7 AND NEW STt}CK, STORED WNERE CONTINUOUSLY PR07ECTED FROM WEATHER AND A. GENERAL. F�RC7VIDE 7ESTING IN ACCORL}ANGE WITH NETA REQUIREMENTS, AS SPECIFIED UND�R INLIIVIDUAL
CUNFORMWG TO 7HE FOt,I.QWING: 3,01 SITE CONDfTIONS EG2UIPMENT AND SYST�M SPECIFICATIOiJS AND AS FOLLOWS:
G. �RECT AND MAIN7AIN SUITABI.E BARRIERS, PROTECTIVE t?EVICES, I.IGMTS ANI7 WARNING SIGNS FpR THE �, OUTI.ET BOXES AND COVEftS: STEE�, KNOCKOUT TYPE, WITH FU�L ACCESS SGREW-OhJ COVERS OR P�ASTER A. EXAMiNE THE DRAWINGS 0� ALL TRADES, ANa SPECI�ICATION SEGTIONS, SUF�VEY THE EXISTING CONDITIONS, 1. UPON COMPLETI(5N QF THE WORK, ANQ AS A CQNQITlON FOR AC�EF'TANCE, 7EST A�L COMP(7NENTS AND
PROI'�CTiON C1F THE PUBLIC AND EMPLOYEES FROM THE WQRK UNDER THIS SECTIt7N. RINGS, HOT-DIPPED, GALVANIZED, WITH CADMIUM PLATED 4R GALVANIZED MACHINE SCREWS. AND INCLUDE NECESSARY AL�OWANCES IN BID PROPOSAL. SYSTEMS IN THE I'RESENCE (�F fiHE OWN�t�'S REPRES�NTATIV� T(� (�EMONSTRATE COMPLIANGE WITH THE
D. CONF'ORM WITH ARF'LlCABl.E SAFETY REGULATIONS, iNCLUDING THOSE OF THE ENGINEER AND OWNER. SPECIFlCAl'It7NS. PRt7VIDE T�STS AS SPECIFfED ANa AS REQUIF2Et? BY TH� CODE OR ENFORCING
2, �AST OUTLET BOX�S: CAST FERRQUS METAL CONSTRUCTION, GALVANIZED, CQMPLE7E WITH TNR�ADED Hl1BS B. RESt?LVE ALL CONFLICTS WITH C4DE REQUIREMENTS, SIT� CONDITIONS AND 1`HE W�RK OF OTHER TRADES. Al1THORITIES. AC?JUST, REPACR AND/OR fiEPLACE DEFECTIVE MATEf�IA� ANp EQUIPMENT.
, �OR RIGID C�7NDUIT, NUMBER ANG �OCATION AS REQUIRED, ANQ P�UGS IN UNUSED NUBS, CAS7 DEVIC� 2. TIGHTEN A�L. BOLTED CONNE�TIONS ANO MEGGAR ALL EQUIPM�NT AND BUS RRIOR TO TE�TIN�.
1.10 MANUFAGTURER S NAMES, PRODUCTS AND NUMBERS LISTED ON THE QRAWINGS OR 1N TNESE SPECIFICATIC}NS, PLATES SUITABLE FOR INDIGATED DEVICE; M�ETlNG NEC REQUIREMENTS FQR BENDING AND PERMITTED C. V�f21FY THE LOCA?IONS OF EXfSTING UTILII1ES PRIOR 70 CONSTRUCTIQN AND PROTEG7 THEM FROM DAMAGE. 3, TABULATE AL.t� 7�ST DATA AND PR�P'ARE �ERTI�'I�I� TYPEWRITTEhI REPORT COVERING AI.L T�51`ING
ALONG WlTN SPECIF'IG DESCRIRTIONS IN TMESE SPECIFICATIONS, SET THE STANDARD OF QUA�ITY ANO NUMBER OF CONDUCTORS; EDGES WELbED AND GR4UNQ SMO�TH, LEAVING INTERIOR FI�LETS; �A�VANIZED PERFORMEt3 AND INCLUDE IN �JPERA`fING AND MAINTENANCE IN�7RUCTION MANUAL S .
PERF'C}RMANCE. SEI�ECT P(�C�DUCTS 0� ONE aF THE I.ISTE� MANUFAC7URERS MEETING THESE STANDAR(35 AFTER FABRICATION, GASKETED COVERS; S7AIN�ESS STEEI. SCREWS; FACTORY PAINTED WITH GRAY ENAME�. D. !'AY COSTS iNCURREd DUE TO QAMAGE OF EXISTING UTILITI�S OR QTMER F`ACILI7IES. � }
ANt7 MODIFY �`tANDARO CATALOG ITEMS WHERE REQtJIRE[7 TO M�ET SPECIFICATfONS. THE PHRASE "OR GASKETS TQ BE FA�TORY MADE OR AN AP{'ROVED TYPE. IN HAZARDOUS AREA, APPROVED �C7R THE CLASS 3,11 INSTAl.LA710N OF CdNDUCTORS 'i
EQUAL BY" FQI.L.QWED BY MANU�ACTURER'S NAMES M�ANS, THAT THIS MANUFACTURER'S PRODUGT SNALL OF HAZARD. FQR Ci�ASS "1", DIVISION "1"', GROUP B HAZARD Cl.A5SIF`ICATI4N UNI.ESS OTHERWISE NOTEQ. 3.Q2 LOCATIONS �-� �1
MATCH THE PERF'ORMANCE, CONS7RUCTION, FIT ANi7 FEATURES SPECIFIED. A. STORE CONC}UC�`OF�S WMERE CONTINUOUSLY PROTECTED FROM SUN�IGHT, HEAT AND WEATH�I�. —E�
3. JUNGTION OR PULI. BOXES. A. ORAWING5 ARE ESSENTIALLY DIAGRAMMRTIC, AND ALTNOUGH THE SIZE AND LOCATIONS OF EQUIPMENT ARE
1.11 Afi THE CONCLUSI4N OF THE WORK, PROVIDE A SET OF f�ECQRD REPRQDUCIBLE E��CTRICAL GONTRACT GEN�RA��Y SHOWN TO SCALE, MAKE USE OF DATA IN CONTRACT pOCUMENTS, AND INFORMATiQNAL B, CIRGUIT AS INC�ICATED ON PL.ANS ANt7 SINCLE LINE DIAGRAMS. �`
DRAWINGS, SIGNED AND DA7ED, INDICA7ING THE ACTUAL INSTALl.AT10N OF TME EL�CTRICA� WORK INCI.UDING a. CODE GAUGE SHE�T STEEL CONSTRUC714N, RUST RESISTANT ZINC COATWG, WITN FULL ACCESS SCREWED ON DQCUMENTS, INCLUDING SHOP DRAWINGS, AND VEFtIFY 7N15 INFORMATION AGAINST �IE�I} GONDITIONS. '���i
ALL REVISION�, BUL.LETiN5 ANC3 CHANGE ORRERS. C4VERS AND CAt3MIUM PI.AT�D OR GA�VANI2ED MACHINE SCREWS, MINIMUM SIZE PER THE GOV�RNING C. p0 NOT INSTALL MOR� CONQUGTORS IN A RA�EWAY THAN INDICATEa 4N TME DRAWING5.
ELEGTRECAI. CODE QR AS NOTEp ON THE C?�2AWINGS, WHICHEVER {S GREATER; BARRIERS FOR REQUIRED B. DRAWINGS INDICATE TNE REQUIRED SIZE AND POINTS 0� 7El�MINATION OF CONDUITS, ANQ THE NUMBEf� AN(J
1.12 GUARANTEE ALL WORK F4R A RERIOD OF ONE YEAR �`ROM TFiE DATE QF WRITTEfJ ACCEPTAhlCE OF THE SEPARATION, SPECIA� C4NFIGURATION, WNERE DETERMfNED FRQM FIELD MEASUREMENTS TO SURMOUNT SIZE OF WIRES AND S�JGGEST PRQPER R4UTING OF CQNbUIT. lNSTALI, CONDUIT Wi�'H A��, NECESSARY p. MINIMUM WIRE SIZE SNALL B� N0. 12 AWG, EXCEPT FOR CON7ROL 4R SIGNAL CIRCUlTS WHICH MAY BE NQ.
Wt7RK BY THE OWNER. STRUCTURAL CON[71TfONS, FOR F�USH MOUNTIhIG, EXTEND CdVERS 3/4" BEYOND EDGE OF' BpXES. WNERE OF'FSETS, JUNCTIQN BOXES, AND FI1'TINGS TO CONFQRM TO THE STRUGTURE, AVOIb OBSTRUCTI4NS, 14 AWG,
USED FOR CABI.E SUPPORT, BRACE BOX TO SUPFpRT CABI�E IN�IGHT. Fnf� JUNCTIQN BOXES LARGER TMAN PRESERVE HEADRQOM, MAIN7AIN REQUIRED ACCESSIBILITY, AND SATISFY THE REQUIREMENTS OF THE
PART � - PRODU�TS 36" !N ANY dIMEN510N, PR4VIDE 3/4" C?IAME7ER STEEt� PIPE CABLE SUPPORTS WITH FLANGED ENDS WITH ���RNING CQDES AND THE S7ANDARDS OF GOOD PRAGTICE. E, AI.L WIRING FC?R BRANGH CIR�UITS SNALI� �E MINIMUM NQ. 12 AWG> PROTECT�p BY 20 AMPEt�E CIRC�IIT
CQNTINUOUS FI�ER INSULATING SLEEVE AND BQLTED TO BOX FRAME, SPACEQ ON 36" CENTERS MAXIMUM. BREAKERS. IF t�ISTAN�E FF�(�M PANEL TO FIRST O�JTLET IS 75' OR Gf�EAI`�(Z FdR 120 VULT CIRCUITS, AND �
2.01 GENERAL ' ' C, WN�N CHANGES IN (NDICATED L.00ATIONS OR ARRANGEMENTS ARE NECESSARY DUL 70 GONpIT1�7NS IN >
FOR COVER DIMENSIONS 3 x4 OR LARGER, PROVIDE TWO PiECE GOVERS EQUIPPED WITH HANOLE5. 125 OR GREATER F'QR 277 V�L.T C11�CUIT5, N0. 1a AWG SHALI. �E IN�TAL�ED THRC1UGNt�UT TNE CIRCUIT, � �
BWLC7ING CONSTRUCTION, REAf�RANGEMENT OF FURNISHINGS OR EQUIPMENT, OR Ct7NFLiCT IN I.QCATION, MAK� �J���gc� �pTEQ 4THERWISE 4N THE DRAWINGS.
b. FACT4RY FINISH: WASH AND PHOSPMATE UNDERCOAT. ANSI 49 GRAY ENAM�L PAINT FOR NEMA 1, ANSI 61 SUCH CHANGES AT NO COST TO OWN£R> PRqVIDED THAT THE CHANG� IS ORDERED BEFORE CQNDUIT IS
A. PROVIDE MATERIAL. AND �QUIf'M�NT OF NEW AND RECENI' MANUFAGTUR�, CURRENTLY UL LABE�ED AND/OR INSTALLED AND THAT LENGTN OF CONDUIT RUN IS NOT REVIS�D BY MQRE 7HAN 7�N FEET. '�
�ISTEb FOR THE SPECIFIED USE. GRAY POLYESTER POWDER FINISH FOR NEMA 3R AND 12. KNOCKOUT CLOSURES AND l.00KNUTS, PROVIDE F. PROVIDE CONDUCTORS IN PARAL�EL F'EE�ER RUNS OF IDENTICA�. L�NGTHS.
CORROSION-RESISTANT BOX KNOCKOUT CLbSURES, CONpUlT LOCKNUTS, OFFSET C(JNNECTORS, OF' TYPES AND Q gRING DISCREPANCIES BETWEEN DIFFERENT DRAWING5, �ETWEEN DRAWINGS AND ACTUAL FIELD CONDITIONS, �
SiZ�S, TO 5111T RESPECTIVE INSTALLATIQN REQUIR�MENTS AND APPLICATIONS, G. AGCEPTAB�E PULLING MEANS INCLUbE: F"ISH TAPE WIfiN BALL TYPE HEADS, CABI.E RQP�, ANb BASKET c� —
B. WHER� Ul. �.ABE�ING IS NOT AVAII.AB�E, PFt4VIDE CERTIFICATION BY A NATIONALLY I�ECOGNIZED TESTING OR BETWEEN DRAWINGS AND SPEGIFlCATI4NS, PROMP7LY TO THE ATTENTIQN OF THE ARCHITECT OR ENGINEER ����� ���fCABI.E GRIPS WHICH DO NOT DAMAGE CAB�ES 0!� RACE4VAYS. QQ NOT uS� ROF'� HITGHES FpR y�.�� �
�ABORATQRY (NRTL). 2.07 WIRiNG DEVICE� FOf� DECISIQN, AND STOP PERTINENT WORK SUBJECT Tt} RESdLUTION OF TNE CON�LIGT. pU�.L�NG ATTACHMENTS TO WIRE OR CABLE. � � �
C. �C7R �ACH GATEGQRY OF MATERIA� AND EQUIPMENT, USE PRODUCTS OF THE SAME MANUFACTURE AND A. GE�IERAL: E. COORDINATE THE LOCATION OF' THE LIGHTING FIXTURES AND FRAMING WITH THE CEILlNG CONSTRUCTCC�N SO H, USE ONI.Y LUBRICANT, WNICH DOES NO1` DAMAG� CONDUCTORS, AS A PU�I�ING AID, NO LU�RICANT IS TO BE � `�, �
7YF'�. TWAT THE OVERALL PATTERN IS ACCEPTAgLE Ta THE ARChIITEGT. ARCHITECTURA� REFI�ECTED CEILING uSEp ON BRANCH CIRCUIT CONDUC1C�RS CQNNECTED TO GROUND F'AULT-INTERRUPTING CIRCUIT BREAKERS, � � �
1. SPECIFICATION GRAQE R�V(CES. bRAWINGS, PLANS AND nETAIL5 GOVERN.
2.03 CQN(7UCTORS - 600V 2. GENERAL USE: MATCH EXISTING. I. BUNDLE AND S�CURE FEEDER BRANCH CIRCUIT AND CONTROL CONDUCTORS IN PANELBOARDS � � C�
F, PRdVfDE C�AftIFYING DETAILS WHERE REQUIRED BY INSI'EC11NG AUTHORITY AND OBTAIN ARCHITECT'S AND ' , ' � .__.
3� SCR�W TYPE TERMINA�S QN QEVICES, SUITABLE FOR UP TQ N0. 10 SO�ID COPPER CaNDUCTQRS. , SWITCHBOARl�S, MOTOR CONfiROL CENTERS, ANb TERMINAL CABW�1'S WITN NYL{7N T1E WRAPS SUITABLE FQR
A. GENERAL. 4, WMER� NOT SPECIFIEQ HEREIN, PROVIDE CONFIGURATION AS INDICATEb dN DRAWWGS. INSP�CTQR S APPROVAL PRI01� TO INSTA�LATION. CpNpUCTC}R SI�E. RROVIDE T1E WRAP5 ON APPROXIMATE�Y 12" CENTERS. IDEN7I�Y SPARE Gd�IDIJCTpRS � � C�
1. PROVIDE C{7NDUCTORS SUITAB�E FQR TME TEMPERATURE, CONOITIONS, AND L.00ATlC}N WHERE INSTAL�ED. Al.� g. REGEPTACLES: SWALL COMPLY WITH UL 498 AND NEMA WQ1 ANa WDS. 3.03 RE5PONSIBILITY (L.INE, �ON�'ROL AND SIGNAL). � � �
CONDUC70F2S SHA�L BE N�1N ANC? DELIVERED TO THE SlT� IN ORIGINAl� UNBROK�N PACKAGES OR REELS. J. TIGHTEN EI.ECTRIGAL CONNECTOftS ANI� TE�MINALS, INCLUDING SCREWS ANp BOLTS, IN ACCC?!�(7ANCE WITH � �- w
MANU�ACTURED WITHIN EIGHT (8} MONTNS QF INSTAI.LATION, OF SOFT DRAWN COPf'ER OF NOT LESS THAN 1. GENERAL; NUMBER OF POLES AND AMPERE RATING AS SHOWN QN C}RAWINGS AND 0� NEMA STANDARD A. PROVIDE GOMPL�TE FUNCTIONING SYSTEMS AND 1N�LUDE �AB4R, MATERIA� AND ASSOCIATED TOO�S AND , , '�-- .—
98 P�RC�NT CONDUCTIViTY 75 DEGF2 E C L. IUS T�MPERATUf�E RATING CON�'t�RMING WITH ASTM CONFIGURATIONS. GFtOUND POLE CpNNEGTEt7 TO CIRCUET GROUNDING GONDUCTOR. TRANSPQRTATION REQUIRED FOR TME SYSTEM TO OPERATE SAFELY AND SATISFACTORI�Y. PRC�VIDE EMPTY MANUFACTUR�R S PUBI�ISNED TORQUE 71GNTENING VALUES. WH�RE MANUFACTURER S TORQU� �2EQUIR�MENTS —
' � � � ' CONDUIT SYSTEMS WNERE SPECIFfED, COMPLETE, CLEAR, ANd WITM PULL WIRES, R�ADY TO ACCEPT ARE NOT INDICATED, TIGHTEN CONNECTOI�S AND TERMINALS 70 Ct7M(�L.Y WITH TIGHTENING 70(�QUE VALUES � ,� ��
SP�CIF'ICATION ANQ NEC; 600V INSU�ATIQN UNLESS SPEGI�ICAL�Y NQTED OTHERWI�E, 0�` THE TYPE 2. DUP�EX CQNUENIENCE RECEPTACLES: 20A, 125V; GRQUNDING THIRD PULE; SIDE-WIRED FOR 2 WIRE CIRCUIT GONDUCTORS AND AILdW F`OR EQUfPMENT INSTALLATION. SP�ClFIED IN UL 48�A AND UL 4$6B. � �
SPECIFIED, STANDARD AMERICAN WIRE GAUGE (AWG) SIZE�, SOI.iD FOR N0. 1{� AWG AND SMALI,�R; USE, WHERE 2 CIR�UITS ARE INDIGATED, PROV{C7E INDIVlDUAL CIRCUIT FOR EACH HALF. NEMA 5--20R. �
STRANDED F4R Nt�. 8 AWG ANb �ARGER. 3. GRQUND FAUL.T INT�RRt1PTING {GFI) RECEPTACLES: NEMA 5-20R DUPLEX RECEPTAC�E WITH INT�GRAL K. INSTALL A�� CC�NDUCTORS IN CONDUIT. GC}MPLETE CONpUIT SYSTEM ANO CI.EAN AND DRY CONDUIT BEFORE .�,�.�� � �
GROUND FAUI.T PI�OTECTIQN. B. PROVIDE WORK IIVDICATEb ON THE DRAWINGS WHETHEh' {�R NOT SPEGFICALLY MENTI4NED IN THE pULLING IN CONDUCTORS. INSTAL� CONpUCTORS AFT�R GEN�RAL CONSTRUCTION WORK IIJ AR�A HAS
4. WEATHERPR00�` R�GEPTACLES: NEMA 5-2C7R DUPLEX GFI RECEPTACLE MOUNTED IN CAST BOX, STUB �p���F�CATIONS,
2. ALL l'ACKAGES, PLAIN�Y MARKEC� OR TAGGED WITH UNDERWRIT�RS' I�ABELS; 51ZE, TYPE, INSULATION AND PROGRESSED �U�FICIENTLY TO AV010 CONDUGTt�R DAMAGE �
V(7LTAGE RATING QF THE WIRE; NpME OF MANUFACfiURING COMPANY AND THE TRA[}E NAME OF THE WIRE; MOUNTED, WITH GASKETED �{FT COVER. PROVIDE Pl�UGGED HUBS IN BOX SIDES FQR EXTENSlQN. C. COORDINATE THE INSTALLATION QF ELECTRICAL ITEMS WITH THE SCHEDULES �C7R WORK OF OTH�R l"RADES
aAT� OF MANUFACTURE� TO PREVENT DEI.AYS IN TOTA� WORK, ASSUME R�SPON�fBILiTY FQR C�OPERATIVE WORK, WHICM MU5T B� L. RUN NEUTRAL CON�UCTORS CONTCNUUUS 1"0 PANEL. p0 NGT COMBINE. RUN FEEC?ERS Ct�NTiNUQUS T4 PANE� '�"
C. TOGGLE SWITCHES: ALTERED DUE T4 LACK OF Pi�(7f'ER SUPERVISION OR FAILURE TO MAI�E PROF'EF2 Pf�OVISION I�1 TlME. P�RFOI�M 4R EQUIPMENT WITHOUT SPLiCES. D(7 NOT SPLICE OR TAP IN EQUlPMENT ENCLOSkJRES OR CONL7UIT BODlES. �-
B, CONtJUCTOR MATERIAC.: AL.L CONDUCTORS SMAL� BE COPF'�R, SINGI�E CONDUCTOR RATED AT 640 VO�TS, 1. FLU�M TUMBLER, AC TYP�, INSUL.ATED BASE, COMPLETEI.Y ENCI.OSE(?. AL.TEF�AT(ONS TO ARCHII"ECT'S SATI5FACTION, AND PAY C05TS. MAKE NE�E5SAf�Y Sp�10E5 QN TAPS ON�Y IN JUNC7IQN BOXES, Pl1�.l. BOXES, OR IN OVER�I�E WIRING �
WHI�N CONFORM OR EXG�ED ICEA SPECIFfCATIONS AND 1`HE FOLLOWCNG CONDUCT0�2 INSUL,AT►4N: GUTTERS DESIGNED FOR TME PURPOSE AT F�ANE�BOAROS.
2. 20A, TUNG57EN LOAp RATED„ AT 277V. p. RESOLVE CODE GONFLICTS PRIOR TO INSTALLATION. REMOVE ANp REPLACE WORK CONFLMCTING WITH �ODES `���--
1. FOR DRY �QCAT{ONS: TNWN, 3. 1 PQLE, 2 POLE, 3-WAY, 4-WAY OR KEY OF'ERATED AS INDICATED ON DRAWINGS. 2 POLE UN11' USEABLE , M. AL.{_OW 12" MINIMUM FfZEE L�NGTH OF CONDUCTQR WH�RE TERMINATING IN OUTLET UR (�UL(� BbX. PROVIDE
FOR (2) 120V CIRGUITS OR {1} 277V CIRCUII" ONLY. DO NOT USE FC?R TWO 277V CIRCUITS. OR, IN THE ARCHiTECTS OPINION, NQT MEETING SPECI�'iED REQUIREMEN7S AND PAY CQSTS. �pC�GER L.ENGTHS WWERE INDICATED.
C. MC (METAI. CLAD} CABLE. US� ONLY FOR THE N{�RMAL POWER SYSTEM BRANCH CIRCUIT WIRING D. WALI. PLATES: SINGLE AND CQMBINATION (3F TYPES SIZES ANd WITH GANGING AND CUTQUTS AS INDiCATED. �•Q4 QUA�ITY ASSURANCE ����
CQNN�CTIONS FROM OVERHEAD JUNCTION BOXES THAT ARE CQNNEGTED WI7H CONDUIT. CABLE SHALL ' * ' N. pC7 N4T �4dP THRUUGH RE�CEPTACL,E TERMINALS: CONNECT BY MEANS OF CONDUCTQR TAPS JOINED TO
CbMPL.Y WITH TNE FOLL.OWING REQUIR�MENTS ANR STANQARQS, PRQVIDE METAL SC(�EWS FOR SECURING PLATES 70 pEVICES WI?H SCREW HEADS Ct7LORED TO MATCH FINlSN � p����E AN EXPERIENC�D SUPERINTENDENT IN CHARGE dF ERECTION OF THE WORK, TQGETHER WITH ALL ��ANCH CIRCUIT CONDIJCTQRS.
OF PLATES. PROVIQE WALI. PI.ATES WITH ENGRAVED �EG�ND AS SPECIF`IED, OR WHERE INDICATED ON NECESSARY JOURNEYMEN, HE{�PERS AND �ABORERS REQUIRED TO PRpPERLY UNLC7AD, ERECT, CONNECT,
1. U� 8�, 1479, 1569, AND NEG 2�0 AND 30q, DRAWINGS. ENGRAVING SHAL� BE DON� BY THE DEVICE MANUFAC7URER. AL� LETTERING SHALL 8E B�ACK qp�J�grr pPERATE AND TEST THE WORK INVOLVEQ 70 PRODUCE A �JEAT, WC?RKMANLIKE INSTAL,LATIOt�.
2. GALVANIZED STEE� ARMOR. FOR NORMA(� POVJER SYSTEMS AND RED FOR EMERGENGY POWER SYS7EMS. PROVIDE PLATESPO5SING THE LA7EST INDUSTRY STAN�ARDS ARE CONSIDERED MINIMUM.
3. 2, 3, ANp 4 C4NDUGTORS, #12 AN[3 �10 THNN SQ�ID G(�OPER. ���-�.C�WING ADQITIONAL CONSTRUCTION FEATURES: �
4. MY�AR TAPE CQVERING FOF� CONDUCTOR ASSEMBLY. 1. pEVIC� PLA`CES OF ONE MAKE AND QESMGN �OR ALI. OUTLETS, mATCN EXISTING. B. F4R THE AGTUAL FABRICATION, INSTALLATIQN, ANn TESTING OF THE W4RK bF TNIS SECTION USE ONLY
5, 90'C MAXIMUM TEMPER,�ITUR� RATING, DRY �OCATIONS 2. FOR EXTERIOR I.aCATidNS: PR4VIDE 7HE TYPE OF WEATMERPROOF COVER THAT MAINTAINS THE THOROUGHC.Y TRAlNED AND EXPERIENCED PERSONNE� WHO ARE COMPLETELY �AMIL,IAR WITH THE
6. INSU�.ATED GREEN GRQUNDING G�NDUGTOR. WEATHERPROOF" INTEGRITY WHI�E THE OUTLE�' IS W USE. REQUIREM�NTS F4R TNIS WORK AND WITH 1'HE INSTA��.ATION RECOMMENDATIONS OF' THE MANUFAGTUf:ERS 0�`
7. MAXIMUM 6C?OV RATING THE SPECIFIED ITEMS. WHERE SPECIFIED, PR01/IDE FACTORY PERSONNEL FOR TESTiNG AND ADJUSTING,
8, WHERE IN[}ICAT�D QN �CHE DRAWINGS, PROVIDE #10 NEUTRAL CQNDUCTOR COMBINED WITH THE �•�$ CfRGUIT ANp MOTqR �ISCdNNECT SWlTCHES SUBM(T C?UALITY ASSURANCE PROGRAM AND aETAfLELI TESTING PRO�EDURES FOR REVIEW.
�`12 PHASE CONDUCTORS (N THE CABL� ASSEMBLY. A. HEAVY DUTY (ND) HQRSEPOWER RATED, QUICK-MAKE, QUICK-BREAK, SAFETY TYPE, EXTERNALLY OPERATEp,
RATING ANQ NUMBER OF POLES REQUIRED, �APABLE OF SWITCHING 10 TIMES SWITCH RATING. FUSED FOR
BRAN�H CIRCUIT PROTEGTION, AND IN ELEVATdR MACNINE ROOM5, W11'H UL REJECTION TYi�E G�IPS.
NON-FUSED F4R MOTOR DISCONNECT WNERE INDICATED. SWITCH AND ENCLOSURE TO BE LABELEO FpR 75
DEGREE CELSIU5 WIRE.
B. INCLUpE BYPA5SIBLE INTERLQC{�, PADLC7CEC I�R4VISIONS, PQSITIVE Ohl AND OFF INDlCATIdN, MOLDED CASE
BREAKER MECHANISM OR VIS16�E BLADES, SINGLE SWITCN MECHANISM TQ PRECLUDE MECHANICAL SING�E
PHASING, 50�10 NEUTRAL 8AR FOR FOUR WIRE FEEDERS, COPPER TERMINALS, SPRING LOADED CUPS WITH
NON-�URRENT CARRYING SPRINGS. � �`':*�,
� � Lt� �@,
� � �pemsatm�* 'S/'� '
C. ENC�QSURES TO B� NEMA TYP� 1 IN INTERIOR DRY LQCATIONS, NEMA TYPE 3R ON EXTERIOR AND IN WET �•�° R�1,y���+��--�
LOCATIQNS, NEMA TYPE A�X IN CQRROSIVE LOCATIQNS. ��'°��� ��� 4`�
�
D. USE MANUAL MOTOR STARTING SWlTCHES FOR MANUA� CONTROL ANDf4R DISCONNECTING OF 120V � � 7�� � ��
FRAC110NA1. MOTOR5 AND �OR DISCONNEC71NG OF 3 PHASE MOTORS UP TQ 5 NP AT 230V AND 1 Q HP AT " Q� �''§{
g Q �,,�
480V. FLUSN MOUNTED IN FINISHED AREAS. NEMA 1 ENCLOSURE ON INTERIOR, NEMA 3R ON EXTERIC}R.
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3.12 CONNECTIONS AND TERMINATIONS, UNE VO�TAGE CONDUCTORS: D. INSTA�LING BOXES BACK-TO-BACK IN WALLS IS NOT PERMITTED. PROVIDE A MINIMUM OF 12° OF 3.17 INSTA�LATION QF LIGHTING FIXTURES 3.19 AGCEPTABLE MANUFACTURERS
SEPARATION.
A. FOR BRANCH CIRCUIT CONDUCTORS N0, 8 AWG AND SMALLER, USE STEEL SPRING WITH SEMI-RIGID A. COORDINATE EXAGT QUANTITIES AND CRITICAL DIMENSIONS WITH THE CONTRACT DOCUMENTS AND FIELD A, POWER PANELBOARDS: GENERAL E�EC7RIC, CUTI.ER HAMMER, SQUARE D AND aIEMENS. MATCH EXISTWG
INSULATING SHE�L, OR SETSCREW TYPE, TAPED. E. AVQID USING ROUND BOXES WHERE CONDUIT MUST ENTER BOX THROUGH SIDE OF BOX, WHICH WOU�D CONDITIQNS,
RESULT IN DIFFICUI.l' AND INSECURE CONNECTIONS WHEN FASTENED WITH �OCKNUT OR BUSHING ON ROUNDED
B. FOR CONDUCTQRS N0. 6 AWG ANQ LARGER, USE GOPPER OR BRO�IZE BQLTED PRESSURE BAR MECHANIGAL SURFACES. B. IN57'ALI. LIGHTING FIXTURES IN ACCt�ftDANCE WfTH FIX7URE MANUFACTURER'S WRITTEN INSTRUCTIONS, B. MOLOED CASE CIRCUIT BREAKERS: SAME AS PANELBQARD MANUFACTURER.
CQNNECTCIRS AND LUGS, OR COMPR�SSION TYPE AT CON7RAGTOR'S QPTION, SIZED F'OR CONDUCTORS. �OR APP�ICABLE REQUIREMENTS C�F 7HE CODE, NECA'S "STANDARD OF INSTALLATIOhI," N�MA STANDARDS, AND
CONQUCTORS NQ, 1 AWG AND LARGEf�, USE LUGS WITH TWO �OLTS THRQUGH TONGUE MINIMUM, OR EQUAL F. TAPS AND SP�ICES WHERE PERMITTEQ BY 1HESE SPECIFICATI4NS WITHlN EXTERIOR JUNCTION BOXES, SHALL WITH RECOGNlZED INDUSTRY PRACTICES TO ENSURE THAT LIGHTING FIXTURES FULFILL INSTAL�ATION g, p���pNNEGT SWfTCHES {HEAVY DUTY, C}UICK-MAKE, QUICK-BREAK).
ANTI-TUftN CON57RUCTIQN (SUBMIT 5AMPLE). CONNECTOR5 AN� LUGS WHICH ARE CRIMf' TYPE OR WHICH BE PERFQRMED WITH AN ENCAPSULATING WATERTIGHT SPLICE OR TAP KIT WHICH INSUI.ATES AND MOISTURE REQUIREMENI'S.
APPLY SETSGREWS DIRECTLY Tt} TH� CQNDUCTORS ARE NOT ACCEPTABLE. FASTEN LUGS WITH FI.AT AND SEALS THE CONNEC11C7N. KIT SHAL� CQNSIST OF THE APPROPRIATE SIZE AND TYPE MOL.D, ENCAPSUI.ATING
SPRING WASHERS ANL? HEX NUT. RESIN AND END SEALING TAPE. G. CONNECTIONS: USE UNDERWRIT�RS' LABORATORIES ApPROVED SOLQERLESS CONNECTOF2S FOR SPLICING. 1. 8QOA AND SMAL.��R: GEN�RAL ELECTRIC, SQUARE D, CUTLER NAMMER AND 51EMENS, REJEC71pN TYPE F�R
C. COORDlNATE EQUIPMENT TEf�MINATIONS WITM EQUIPMENT 5UF'P�IER TO 1NSURE THAT TERMINALS PRQVIQED G. SUF3SEQUENT TO INSTA�LATION OF BOXES> PROTEC7 BdXES FROM CONSTi�UCTION DEBRIS ANQ DAMAGE. FUSEC� UNITS.
D. BI.00KING: PROVIDE SUPPLEMENTAL B�OCKING AND SUPPOR7 UNDER TMIS SECTION, AS REQUIRED TO 2, M(}TOR SWITCHES: �QR 12QV, 230V, UP 1"0 5HP, 460V UP TO 1QHP. SQUARE p CLASS 2510, EC2UAL BY
CONFORM WITN REQUIREMENTS SPECI�IEd HEREfN. SUPPORT FIXTURE FROM STRUCTURA� M�MBERS ADEQUATE FOR FIXTURE WEIGHT. REFER TO THE GENERA� EL.ECTRIC, �UTLER HAMMER C7R SIEM�NS.
H. PROVIDE ADDITIONA� f'ULL OF JUNCTION BOXES AS REG?UIRED TO MEET CODE REQUIREMENTS OR TO ARCHiI'ECTURAI. DETAI�S FOR ACCEPTAB�E METHODS FOR B�OCKING AND SUPPORT fN WAl.l�S ANO CEILINGS.
D. FOR GONN�CTIONS AT MC}TORS, USE LUGS ON MQTOR At�D �RANCH CIRCUIT CQNDUCTOF25, BOLTED ANO FAGILITATE PUL�ING OF WIRES. L4GATE IN U71LiTY AREAS, ABOVE ACCESSIB�E CEILINGS, ON IN APPROVED
TAPED. FOF2 CON�UCTORS N0. 8 AWG AND SMALLER, CRIMP LUGS TO CONDUCTORS. �OCATIONS. E. SUI�FACE MOUN7E0 FIXTURES: S�CURE TO STRUCTURAL MEMBERS OR T4 STRUC7URAl. CHANNEI.S WHICH C. WlRING DEVICES.
E. SPL(CE Gf�{3UNDING CQNDUCTO�;S BY MEANS QF �XQTHERMIC WEL.DING AND TERM{NATE BY MEANS 4F i. SIZE BOXES �OR DEVICES CONTAINED AND THE NUMBER OF WIRES PASSING THROUGH OR TERMINATING SpAN STRUCTURAI� MEMBERS WITH 1/4" MINIMUM MACHINE SCREWS. I�J�U�:
AP'PROVED GROUNt71NG CONNECTORS. DO N4T SOLDER. THEREIN, BUT NOT LESS THAN 4" SQUARE BY 1-�-1 j2'� DEEP. USE PULL ANd JUNCTIOt� BOXES 0� AC?EQUATE �', CpNNE�TIONS: DO NOT USE FIXTUF2ES AS PULL OR JUNCTIO�! BOXES. DO NOT USE FLEX GONDUIT BETWEEN �• MAINTAINED SWI7CHES. HUBBE�L, �EVITON, F'ASS/SEYMOUR OR C(70PER.
SIZE FOR SPLICES AND TERMINATIaNS CdN7AINED THEREIN. SEPARATED, SUSPENQED FIXTURES, SURFACE MQUNTED �IXI"URES, SEPARATED BY NO7 MORE THAN 6" IN 2. DUPLEX AND SINGLE REGEPTAC�ES: SPECIFICA�'ION GRADE, HUBB�LL, L�VITbN, COOP�R OR PASS/SEYMOUR.
F. PnSlTION SPLfCES IN PULL BQXES AN� JUNCTIUN BQXES> SO �`HEY AR� ACCESSIBLE FRC}M TNE REMOVABLE UTILITY AREAS, ARE TQ BE NIPPED TOGETHER. CONNECT FROM RECESSED �IXTUI�E5 `C4 FIXTURE OUTI.ET WlTH 3, GROUNp FAULT IN"f�i2RUPTING RECEPTACLE: HUBBE�� LEVITON COOF�ER OR PASSf�EYMOUR.
COYER SIQE OF THE B4X, J. U�E 4-11 f�6" SQUARE BOX WITH ROUND PLASTER RING, �OR SURFACE MOUNTED CEILING FIXTURES. 6" LENGTH OF FLEXIBLE CONDUIT ANd CONDUCTORS. � '
4. WEATHERPR44F HINGED COVER: NUBBEL�, INT�RMATIC, LEVITON OR PA�S/5EYMOUR.
G. PROVlDE WATERPROQF GONNECTIONS IN WET LOCATIONS. PEN�IL AND ROUGMEN CONDUCl'ORS AND APPLY K. WNERE MC�RE TNAN ONE SWITCH IS SH{�WN AT ONE �OCATION, GR4UP BEHIND GC?MMON PLATE, USE GANG G. LOCATION: �OCATE FIXTURE OUTLETS, RECESSED FIXTURES, AND DETERMINE TM� LENGTH OF �USTOM, 5. P�ATES - HUBBELL, I.EVITON, C04PER OR F�ASS/5EYMOUR.
RUBBER TAPE EQUAL TC? INSULATION TNICKNESS. CQVE� WlTh# TWO HA�.F-LAPPED I.AYERS OF 8,5 MIL, ALL BQXES FOR THREE OR MORE DEVICES. PROVIDE BARRIER BETWEEN 277V 5WITCHES COI�TROL�ING TW(3 OR �{}NTINUOUS R4W C4VE 4R "REVERSE COVE" FIXTURES, BY RE�ERENCE Tl7 MEASUREMENT OF BUlLDWG
WEATHER, VlNYI. P�ASTIC TAPE, �UITABLE FOR BEL4W FF2EEZING APP�.ICATIQN, AND COAT WITH SEALANT. MORE CIRCUITS. G4NSTRUCTION. D� NOT SCALE ELEGTRICAL DRAWINGS.
FORM CC?NDUCTORS INTO DRIP LOOPS SO TFiAT WATER DOES NOT COLLECT ON CONNECTIONS. BLOW OUT D. INSULATED BUSHINGS: C}.Z. GEDNEY TYPES A> B AND COPPER LUG BLG, CJR APPROVED EQUIVA�EN7.
CQNDUIT 1`(7 REMQVE MOISTURE AND SEA� �ONDUIT ENDS WITH WATERPROOF CQMPOUNI�. L. UNLESS SPECIFIED qTHERWISE iN OTMER SECTIONS, PRQVIDE A 4-11 J16" SQUARE BY 2-1/8" bEEP BOX WITH H. LAMPING. FOR INITIAL LAMPING 0�' OVERHEAD FIXTURES DURING CQNSTRUGTION, OMIT DIFFUSER
ONE GANG FLUSN PLASTER RING FpR WALL MOUNTED TELERHONE, dATA, GOMPU7ER, DICTATION, MATV OR INSTAI.I.ATION. PRIOR TO F1NAl. A�CEPTANCE AND WHEN t71REC7ED BY THE OWNER IN WRITING, GLEAN THE E. EMT FITTINGS - 51'EEL RAINTIGHT: APPLETQN, CROUSE-HfNDS, ST�EI. �17Y OR THOMAS AN[7 E��TT�.
H. TORQUE EL.ECTRICA� CQNDUCTOR TERMINATIONS IN ACCORDANCE WITM EQUIf�MENT MANUFACTURER'S INTERCOM OUTLETS. FIXTURES, REMOVE CUNSTRUCTION LAMPS, REI�AMP WITH NEW �AMPS AND INSTALL DIFFU�ERS.
DIRECTIONS AND INDUSTRY STANDARDS�
M. RECESS �OXES, EXCEPI' IN UNFINISMED AREAS SUCH AS UTILITY TUNNELS, MECNANICAI., AND ELECTRICAL �, D{� NOT 1NSTALL E7CPOSED FIXTURES, REF�ECTQRS OR TRIMS UN71L ALL PLASTERING AND PAINTING THAT MAY �• LIQUIDT(GHT �LEX: TYF'E U.A. WITH BUIL7-IN BOND WIRE, AMERICAN FI,�X CC7NF�UIT, ANACONaA t?R
3.13 CONC?UIT SPACES. PROVIDE EXTENSION RINGS AND fOR PLASTER RINGS TQ FINISH FL,USH WITH FINISHED SURF'AGES, MAR FIXTURE FINISM IS COMPLETE(�. REPLACE B�EMI5HED, DENTED, DAMAGED OR UhISATISFACTORY FIXTURES a.Z. GEqNEY.
INCI.UDING THE INSIDE FACE OF THE SACI4S OF CASEWORK. INSTA�L APPROVED FACTORY MADE KNt7CK0UT A� DIRECTED.
A. USE RIGID STEE� CONDUIT UP TO 6", OR INTERM�DIATE Sl`EE� CC7NDUIT UP TO 4": {N 5l�AB QN GRAQE; ON SEAI.S WHERE KNOCKbUTS ARE NOT INTACT, ANb CLOSE AL� OPENINGS. G. STEEL 4UTLET BOX�S: 4: SQUARE BY 1-1
EXTERkOR, ENCASED !N EXTERiOR MASONRY QR G4NCRETE WALLS; IN 1NET LOCATIONS; IN REFRIGERATED J. SUPPORT ALI. FIXTURES IND�PENDENT OF' DUCTWORK 4R PIPfNG. OR CROUSE-HINDS. l�f� �EEP MINIMUM, APPLETC?N, STEEL CITY, THOMAS AND BETTS
SPACES; WHERE CONDUl7 IS RGUTED EXPOSED WITNIN 7 F`EET OF F1.00R OR WALKING SURFACES; IN N. USE GAST METAL, GASKETED 80XES �4R I.00ATi0N5 NQTED QN DRAW{NG5 AN� AS FOI.LUWS: STUB MOUNTED
SUSPENC7�(� SLABS, BUT f�NLY WH�RE PERMISSION IS OBTAINED FRQM ARCNiTEGT IN WRITING FpR CONDUfT pUTLETS; SURFACE MOUNTEQ OUTI�ETS WITHIN 7' OF THE FLOdR; WE7 OR CORROSIVE LOCATIONS; OUT�ETS
TO BE RUN IN A SUSP�NDEf� S�AB. ON THE EXTERIOR Oi� WITHIN EXTERIOR WALLS F'AGING THE EXTERIOR. FOR �LUSH MQUNTED QUTLETS, H, CAST BOXES AND CONDUIT BODIES: APPL�TQN, CROUSE-HINDS, PYI,E-NATICJNAL, O.Z, GE�NEY OR
, PROVIDE ADAPTER PL.ATES. PROVIDE THREADED �'�UGS IN UNUSED HUBS. CROUSE-HINDS.
B. USE R1Gf0 OR INTERMEQIATE 57EEL GONDUIT, OR ELECTRIC M�TALI.IG TUBING UP TO 4 �OI�: pRY
CONGEALEI7 LOCATIONS; WHERE CONCJUIT IS ROUTED EXPQ5ED ABOVE 7 FEET FROM Fl.O�R OR WALKING C}. SUPPORT I.IGNT FIXTURE OUT�ETS TO BUILDING STRUCI`URE AND EQUlP WiTN FIXTURE STUD AND HANGAR
SURFACES; INCLUDING BUT NOT LIMITEQ TO MECHANICAL R0C3M�, IN ELECTR{�A� ANL7 T��.�PNONE ROOMS AT BAR OR SUPPORTlNG DEVICE AS REQUIRED. SUPPORI' L1GHTlNG FIXTURES IN EXGESS UF' 60 POUNDS 7d I. 600V CONDUCTOR INSTALLATION ACCESSORI�S:
��� �E������ STRUCTIJRE INDEPEND�NT�Y OF OUTI.ET BOX.
C. USE 24" MINIMUM �ENGTH 4F LIQUII�`fIGHT FLEXfBE.E STEEL GONDUIT, 1 f2" MINIMUM TRAC}E SIZE, SLACK f'. PROVIDE �OXES FOR ALL DEVlCES. FOR [?EVICES NOT SPECIF(ED OR SCHE�ULED, USE BOXES AS APPROVED, 1, STEEL SPRfNG CON�J�CTORS (N0. 8 AND SMALLER}: SCQTCMLOCK TYF'ES R AND Y, IDEAL WIR�NUT.
CONNECI'En FOR; C4NNECTION FRtJM OUTLET TO MOTOR AND OTNER MQVING OR VIBRATMNG EQUIPM�NT; ADEGlUATE FOR b�VICE TO BE 1NSTAl.�Ed. 2. SOLQERLESS CC?NN�CTdRS: (N0. 6 AN[7 �AR�ER} COPPER OR BRONZE E30LTE0 PRESSURE BAR TYF'E.
CODE LENGTH TO LIGHTING FIXTURES IN DAMP OR WET LOCATIONS, TO TRANSFORMER HOUSINGS; TO KITCMEN BRUNDY, THOMAS ANO BETTS, 0.�. GEDN�Y, 7�LEDYNE P�NN--UNIt7N.
EQUIPMENT, Al.l. F�EXIBLE CONNECTIONS IN EXPUSED AREAS. WNERE CONDUIT STUBS INTC} BQTfiOM QF QRY Q. COMBINE DEVICES IN GANGED BOX WfTH SUITABLE BARRIERS BEHIND GOMMON PLATE WHERE INDICATED, 3, PpWER DISTRIBUTION BLOCKS: SQUARE D CLASS 9080, EQUIVALENT BY MARATH4N SPECfAL F'ROL?UC75 OR
TYPE TRANSFORMER, WITNt�UT CONNECTING TO ENCL4SURE, BOND CONDUIT TO ENCLO�URE AN� OMIT FLEX SPECl�IE�, OR DETAII��b. PROVIDE SEPARATE OR BARRIERED BOXES FOR NORMAI. ANQ EMERGENGY DEVICES, ��c��p, �l-� �I
CONNECTION. 4. CQMPRE5Si0N �ONNECTOhS MOTOR CONNECTIONS N0.8 AND SMALL�R : T&� STAKQN, BURNDY Oi� �4 �4y
R. INSTALL BOXES IN A RIGID MANNER, WITH BOX HANGERS, EXPANSIpN SHIELDS IN MAS4NRY, AND MACHINE EQUIVALENT. ( >
D. PROVIDE BEND RAQIUS FOR FLEXIBLE CONDUIT NQT LES5 THAN 5 T(MES TH� TRADE SIZ�. SCREWS QN METAL WORK. DO NQT NAIL T4 STRUCTURE, USE PLATED OR GALVANIZED SCREW5 THRC7UGHOUT. ��.�/
5. TAPE: SCOTGH �23 RUBBER TAP� ANQ #33 VINY� TAPE. �O�A BASIC, SI�RRA-TOMlC.
E. DO tVOT USE FLEXI6LE GONDUIT FOR TE�ECOMMUNICATIONS OR bATA CABLING UNL�SS SPECkFICALLY $HOWN 5. SEGURE PULL AND JUNCTION BOXES TO TNE STRUCTURE INDEPENQENTLY 4F TH� CONQUITS BY MEANS OF 6. SEAl.AN7. SCOTCHK4TE. NO KN4WM11 EQUAL.
ON THE DRAWIN�S. BO�TS, Rt�D HANGERS OR BRACKET5. 7. PU�LING COMPOUND: F'OWDEREp �QAPSl`4N�, IDEAL YELLOW 77, WIf�E�UBE, MINERALLAC #10Ct, SIEi�RA-TUMIC,
F. WHERE P�NETRAI`ING FLt?QRS QR FIR� SEPARATIQNS, USE U� LI�TED FITTINGS AND/OR DEVICES TO MAINTAIN 3.16 SUPPORT AND FASTENING OF RAC�WAYS AND WIREWAYS 8. CAB�E SUPPOFZTS: C?.Z. GEaNEY SPLIT WEDG�, KELLEMS CAB�E GLAMPS,
S£PARATION INTEGRITY,
A. fNSTALL SUPP4RTING DEVICES TO FASTEN ELECTRiCA� COMPQNENTS SECURE�Y AND PERMANENTLY IN L., AFTERSET ANCHORS; EXPANSION SMIELR TYP�, HILTY KWIK Bf3l.T, PHIL.LIi�S '"REA[7MEAD" WEt�GE TYPE.
3,14 1NSTAl.LA1`ION a� CONC}UIT AC�ORDANCE WITH C4DE REQUIf2EMENTS.
A. DELfVER RACEWAYS AND WIREWAYS TO TNE SITE IN STANDAR[3 LENGTHS, AND STORE WHERE CONTlNlJOUSI.Y �• COORC7INATE WfTH TH� BUILDING STRUGTURAL SYSTEM, ANE? WITH OTHER ELECTRICA�, HVAC AND PLUMBING �
M. SEISMIG BRACING SYSTEMS; INTERNATIONAL SE{5MIC APPI.I�ATION 1`ECHNOL.OGY (I.S.A.T,} OR APPRt�VED
P�4TECT�O FROM M�ISTURE AND W�ATHER. SYSTEMS iNSTALLATI4NS. EQUIVALENT. �
B. CONDtJ1T �IZES ON THE DRAWiNGS ARE MINIMUM, SIZED FOR CCJPPER C(JNDUCTORS, FOR NORMAL DIMENSION C. INSTALL RIG{D STEEI. CONOUIT WITM THREADED COUP�INGS. SUPPORT CONDUITS 1" AND LARGER ON �0 FQOT �
INSI�LATfON. UNLESS aTHERWI5E Nt�TEd, USE 1/2" TRADE SIZ� MINIMUM. INCREASE SIZES WHERE REQUIREQ IN7ERVALS, SMA�LER THAN 1" ON 7 F04T INTERVA�5, ALI. SIZES WITHfN �' OF GONN�CTION TO ANY N. CQNDUCTQRS ° 60(7V AND BELOW; AMEf�ICAN INSULATED WiRE, ANACt3NDA, OKONITE. ����
BY PHYSICA� CONQITIQNS, 4R CONDUCTt7R INSULA710N. (JC? NOT GOMBINE RUNS WITHQU1' WRI7TEN APpROVAL. EIECTRICAL ENC�OSU�E, BOX, CABINET, OR FITI`ING, IN�L.UDfNG COUPLINGS. —
AI.�QW FOR GROUNDING CONDUC70R. '� � �
D. SUPPORT ELECTRIG MEl"ALLIC TUBING ON MAXIMUM SPACING OF 1d' AND WITHIN 3' OF CONNECTION TO ANY '��-� �
C. CQNCEAL CONDUIT F`RQM VIEW ABOVE CEILINGS, �ELOW �`LO�R5 OR fN WAI.LS, REFER TO ARCHITEGTURAL E�.ECTRIGAL ENCLOSUR�, BOX, CABlNET, OR FIT7ING, INCL.UDING COUPLINGS. � � �
SECTIONS AND DETAII,S TO DETERMINE CC?NDUIT ROUTING REQUIRED TO CQNCEAL CONpUIT. � � �
�. AT PLASTER OR DRYWALL PARTITIONS, ATTACN ON�Y Td THE F'RAMING STUDS OR TQ A BACKING PI.ATE OR � n �
Q. Ct�NDUIl' MAY BE EXPOSED TQ VIEW IN SHOP AND U71L.17Y AREAS AND WHERE INDICATED. INSTALL A�.L STEEI. CHANNEL TNAT SPANS BETW�EN STUDS. ��
GONOtJl1` I�UNS 1'ARA�I.EL WITH OR I'ERPENDICULAR TO STRUCTURAL MEMBERS. SURMOUNT t�BSTRUCTIC7NS
BY USE (7�' BENDS, 4FFSETS, AND WHERE NECE�SARY WI1'H JUNCTION AND PU�L Bt�XES: F`OR Sl1RFAGE �`. ATTACH TO SOLID MASONRY WAL�S WITH STEEL WEDGE EXPANSION ANGHOF2S. � � �
MOUNTED OUTLETS AN(� SMALL JUNCTION BOXES WITHIN 7' 0�' FLOQR, USE CAST BOXES ANDfOR CONDl71T � � �
BODI�5, G. DO NOT �'ASTEN RIGIp GONDUIT �R TUBIN� TO �G?UIPMENT SUBJECT Tt7 VIBRATION E}R MOUNTED ON SHOCK �
MOUNTS. �
E. CUT CONL?U17S ANR RACEWAYS 5QUARE ANp FREE 0� 8URR5. REAM CONDUIT END� AND CLEAN CONDUITS �._. ,_.�
BEFQRE PU�.GING CONDUCTORS. H. WNERE ATTACHING TO STEEL MEMBERS, USE BEAM GLAMP, WELQEa TNREADED STUDS, pR MACHINE SCREWS. � � `�
F. CAP OPEN ENDS QF CQNDUfTS WITW APPROVED MANUFAC7UR�D CONQUIT SEALS UNTIL I��ADY 70 PUI.I. IN I. WHERE �1C?T OTHERWISE SPECIFIEQ HEREIN, SUPPORT A�l. SiZES OF SUSPENQED GQNDUIT FROM BEAMS OR � � \.
CONDUCTflRS. GIRDERS WITH FACTORY MADE PIPE NANGERS WITH SPLIT HINGED MA�LEABLE IRON OR SPRINGABLE STEE� �-�� � � /'�.
PIPE RINGS AND SOLIC} ROUND MILD STEEL RObS, 1/4'" pIAMETER FOR UP 1`d 1-1 j4" CONDUIT, 3j$"
G. FOR BENbS AND OFFS�TS IN CONDUiT„ USE I.ARGE RApIUS F'ACTORY FITTINGS, �R BEND WITH HYDRAUI�IG DIAMETER UP TO 2" Ct7NDU(T, AND 1 f2" DIAMETER FOR LAG�R CONDUIT. F'RICTION TYPE GONDUIT SUPPORT
BENDER M�ETiNG TME NEG REQUIR�MENTS. REPLACE ALL FLATTENED, qEFORMED OR KINKEO GONDUIT. HARDWARE AND ATTACHMEN7S ARE NOT ACCEf�TAB�E. WHERE REQUIREQ CONDUlT SUPPORT 5PACING IS ('�
M4RE FREQUEN7 THAN 5TRUCTURAI� MEMBERS, f�ROVIDE lNTERMEDIATE ST�EL SUPPORT AS REQUIRED.
N. PR�VIDE N{7. 14 AWG B�ACK IRON PULL WIRE OR POLY�THYLEN� QR NYLt�N PULL ROP� IN ALL EMPTY �"
GONbUITS ANO STUBS OVER 10' IN LENGTHS, EXTENpING AT L�AST 12" B�YONd GONDUIT. PUI.I� ROPE J. PROVIDE TRAPEZE TYPE HANGERS WHERE THREE OR MORE Ct?NC3UITS RUN PARAL�EL AND CLAMP CONDUlT "�
TENSILE STRENGTH T� BE 240 POUNdS UP TO 1-1/2" CONDUIT AND 80Q POUNDS FOR �ARGER CONDUIT. TO NANGER W{TH GALVANIZEO STEEI. CONDUIT CLAMPS, PRQVIpE OIAGONAI� SEiSMIC BRACING FQR SUSPENDED --
RUNS OF CONDUITS 2-1/2" TRADE SlZE ANb LARGER. UTILIZE U-CNANNELS FOR TRAPEZE ASSEMB�fES. 1���
I. SECUR� RIGID OR !MC CONDUITS TC} PANE��OARD�, PULL BOXES, WIREWAYS ANO ENCLOSURES WITH �ATNING CHANNELS ARE NOT ACCEPTAB��. -
�QCKNUi"S, INSIDE AN[? OUT, AND �'ROVIDE IMPACT RESISTANT PLA5TIC, INSULATED THR4AT OR MALL�ABLE
IRON BtJSHINGS AT TERMINATIONS IN PULL B4X�S, WIREWAYS, SIGNAI. CABIN�TS, B4XE5 AND ENG�OSIJRES. K. DO NOT USE PERFOF2ATED METAL STRAP AS SUPPORT MATERIAI..
ZINC INSULATED 7NROAT HUBS WITH "Q" RING GASKETS MAY �E USED IN I.IEU OF DOU�3LE �OGKNUT AND
BUSHING. �'OR FEE�ER CONDUCTORS N0. 4 AWG AND LARGER, PROVIDE ST�EL QR MALLEABL.E IRON L. SUPPORT CONDUIT TO S7RUCTURE ABOVE SUSPEND�D CEILINGS 3" MINfMUM ABOVE CEILfNG TO A�LQW
INSULA7ING BU5HfNGS WITH PLAS7IC L1NER. FOR �MT, PRUVID� INSULATED TFiRQAT C4NNECTORS SECURED REMpVAL OF TILE. DO NOT SUPPORT FR4M T-BARS OR T-BAR HANGER WIRES. MAiNTAIN 2" CI.EARANCE
WITH LCIGKNUT ON INTERIOR 0�' BOX OR ENCL.paURE. ABOVE REGESSED LIGHT FIXTURES.
J. FIE�D TNREAD R1GIQ AND IMC CONDUIT TO GONFQRM TO AMERICAN STANDARI? PIPE TNR�AOS TAPERED FOR �, ABOVE FIXED CEILINGS AND IN STUD WA�.LS, TI� CONDUIT 1" QR SMALLER TO FURRING, SUPPOf�T CHANNELS
THE ENT{R� LENG7H AT 3j4 INCN/�`04T. TREA7 TNREADS WITH PROTECTIVE COATING 1"0 PREV�NT GAPABLE OF CARRYING THE WEIGHT, OR S7UD5 WITN NQ. 16 GAUGE GAI.VANIZED WIR� TIES 4' ON CANTER, �
CQRROSION, BUT MAINTAIN E�.��TRIGAL CONTINUITY. MAXIMUM.
K� UPON GQMF'LETION OF INSTALL.ATION OF RACEWAYS, INSF'EGT fNTER10RS 0� RAGEWAYS; CLEAR AL�
BLt�CKAGES AND REMQVE BURRS, DIF�T, AND CONSTRUCTI�N DEBRIS.
3.15 INSTAL�ATION OUT�ET BQXES AND F'ITTINGS
A. GEN�RAL: INSTAI.L ELECTRIGA� BOX�S AND FITTING� iN AC�ORDANCE WiTH MANU�A�TUf�ER'S WRITTEN
INS�'RUCTIC?NS, APPLIGABLE REQUIREMENTS OF TNE CQDE AND NECA'S "STANDAftD OF INSTA��ATION," AND 1N
ACCORDANCE WITH REGOGNIZED INC7USTRY PRACTICES TO FULFILL PROJEGT REQUIREMENI"S.
B. COOF2DINATE IN5TALLATION QF ELECTRICA� B4XES AND FITTINGS WITH GONOl1CTOft5, WIRfNG DEVICES, AND
RACEWAY IN5TAL�ATiQN WORK.
C. INSTALL OUTl.ETS AND �OXES IN REAbI�Y ACCESSIBLE LQCATIONS. �°�„`� �"�'m���
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EXIST. EXIST. EXIST. EXISfi. EXIST. EXIST, EXIST, EXIST. EXIST. EXI5T, EXIST. EXIST. �XIST. EXIST. EXIST. ELECTRICR� KEYED NOTES:
UNIT UNIT UNIT UNIT UNIT UNIT UNIT UMT UNIT UNIT UNIT UNIT UNIT UNIT UNiI" �1 DISCONNECT AND REMQVE EXIS7ING PANEL. PR4VIDE
PANEL PANEI� PANEL PANEL PANEL PANEL PANEL PANEL PANEL PANEL PANEL PANEL PANEL PANEL PANEL NEW PANEL iN NEW LOCATION, INTERCEPT EXISTIhIG
�EEQER CONDUIT AND EXTEND TO NEW L�CATION.
PROVIDE NEW FEEC7�RS. IN?ERCEPT AND �XTEND ALL
EXISTING SRANCH CIRCUITS.
2� PROVIDE NEW BR�AKER, MATCH EXiSTING.
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EXIST. EXIST. EXIST. EXIST. EXIST. EXIST. EXIST. EXIST. EXIST, EXIST. EXlST. EXIST. EX15T. EXI5T. EXIST. EXIST.
UNIT llNIT UNfT UNIT UNIT UNIT UNIT UNiT UNfT Uh11T UNIT UN17 UNIT UNIT UNIT �JNIT
PANEL PANEL PANEL PANEL PAN�� PANEL PANEI. PANEL PANE� PANEL PANEi� PAN�� PANEL PANE� PANEI. PANE� �
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LIGHTING FI�T�JRE �CHEI�iC�,TLE
FIXTURE MANUF'ACTtIRER: SERIES LAMF TNF`ORMATION INPUT VOLTAGE MQTJNT�NG 13ESCRIFTTQN
TYPE TYPE WATTS WA'TTS
�.�._,..�..�ma,._��._,.� A COLUMBIA: CSR SERIES T8 2 32 62 120 SURFACE — 4' FL.UORESCENT STRIP F'IXTURE WITH WIRE GUARD
OR EQUAL BY
50A 50A 50A 50A 50A 5QA 50A 50A 50A �ITHONIA, LiGHTOLIEF�,
2P 21� 2P 2P 2P 2P 2P �P 2f' C40PER, OR DAY—BRIGH"�
M M M M M ' M M M M NOTES. 1. FOR AL� UGHTING �IX`�URES REQUIRING BALLAST(S} fi0 OPERATE, RE�'ER Ta SPECIFICATIONS F'OR BALLAST MANUFAC7'URER ANR TYPE.
2. �'RIOR APPROVAL� MU�T BE SUBMITTED TO THE ENGINE�R FQR REVI�W, 14 DAYS PRIOR Tq BiD DATE.
� 3. SUBMITTALS SHALL CLEAR�Y INOICATE ALL ITEMS FROM TNE LiGNTiNG �IXTURE SCMEQUL� ANl7 SP�CIFIGA?IQNS, OR TH�Y WIL� B� 5UBJECT TO
REJ��TIQN UNTIL THEY C�EARC.Y SNqW COMPLIANCE WITM ALL ASPEC7S C7� TME I�IGHTlNG FIXTURE SCNEDULE AND SPEC(FfCATI�NS.
4. MANUFACTURERS SHAL� PROVIpE UNIT PRICIN� FOR ALL I.IGHTING �'IXTURES. NQ I.OT PI�ICING SHALL S� PERMil°fED.
5. A�L REMINSIONS SHAL� N0�` BE CONSIDERED NOMINAL.
6. PROVIDE A BA�IAST DISCONNECT P�UG QN ALL APPL.ICAB�E T8 AND T5 LINEAR AND COMPACT F�Ut�RESCENT FIXi`UR�� IN AGCORDANCE WITH N�C COD� 41 C}.73 (G}
50A 50A 50A 50A 50A 5QA 50A 50A 50A 50A 50A 5C}A
� �P 2P 2P 2P 21' 2P 2P 2P 2P 2P 2F' 2P �-�
M M M M M M M M M M M M �(�..1/
�
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i 1
HP�1 104A 5QA 5QA 50A 5�}A 5C1A 50A 50A 5t}A 50A 5flA 10QA HP�2
2P 2P 2P 2P 2P 2P 2P 2P 2P 2P 2P 2P EXISTING �� �
� M M M M M M - M M M M M M � PAD�MOUNT FEEDER SCHEDULE �
� TRANSFORMER
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� KEY SIZE +G?TY. �� II � �
EXISTING WEST METER BANK � 1 1 � #1 CI.,J #� CU � °'� 4 � � �
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�" EXISTING EAST M�TER BANK � � �
EXISTING SERVICE DISCONNECT �
440A, 2P, 12C?/240V ('� �
LOAD REVISIaN FOR EXiSTiNG 24Q 12QV, 1 PHASE, 3 WIRE 40UA SERVIGE � � �
C > � � C�
1 E/����IIVG �NG-LINE RISER DIAGRAM EXISTING �,OAD REMOV�D FROM DEMOGITION: —18,85$ WATTS .� �
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NEW LOAD ADDED FROM N�W EQUIPMENT: 4,954 WATTS �--- =
��.3 BGA�.�: N.te3.
'4- TQTAL REVISED Lt�AD FOR TMkS PROJECT: —13„904 WATfS �"' � *�
—57,9 AMPS Cd� 240V, 1 PHASE .� � �
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►a pper s�criaN: 1 t�F 1 ,�^��
1 Phase,3'Vi�re�+C3nd M,ajt�s: M.L.O. IOCATiON: Bd8@fltBttti 1 Phase,3Vlfire+Gnd nnpws: M.L.O. LOCATION: BAS�tTM@11� �
1QtC AIC 14K AIG
NC7TE5:AII bads from e�cisting panel B,U.O.N. OWTIONS: bATe: 12/p2lQ9 NO'f�S:AII tt�ads#eom e�sisting panel A,U.O.N. OPTIONS: oA7E: 9210$/69
1.Load from axisdng panel A FEO FRbM; Me#e� 1.�oad from existing par�el B 4.New bads Feo��aM: Metsr
2.Provide GFCI�,3reaker MOUN7iNQ: SU�fdC!B 2.Pravide GFCi Breaker MOUNYINQ: $U 1'FAGC
iSSUE: 3.Provide AFCI Breaker iSSUE:
N ID DESGRIPTION V-A P BKFt CKT PM CKT BKR P Wq pESCRIP71dN 10 N N ID DE3GRIPTION V-A P BKR Ck7 PH CKT BKR P V-A pESCRIPTI4N IQ M
2 R C?utside GF{ 360 1 20 1 A 2 24 1 aa0 F`rant Qesk FZ 1,2 E HeatTa e 9oa 1 20 1 A z �� 2 791 S a Rum M 1,2
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t, BasementLi h��t1 8t�0 1 2Q __._3_.__..,._�__. ..__�.._. 24 1 800 I..Obb LI htin L 1,2 E M9afiT�2 A 900 1 20 3 B 4 > 791 ---�,.- NV1 1,2
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L BasementLi htin soo t 2p 5 A e 20 � soo Lobb Bathroom Ft 1,2 E MeatTa e soo � zo s A s 20 2 t1o0 �asementA tBaseboardHe�t E �
L 1 st��oor Li htin &�2ece t �oo0 1 20 _7__ _g __ 8 _ 2a � tt�ab Laund �t &Vendin Machines L �,3 F? BasementA t Rece t 720 � �5 7 � s � �1no .-.,,... E 1
_�_._........__...._...._................a.......
L 2nd Floar Li Y1titt &R@CE t 1000 1 2Q 9 A 10 2Q 1 360 LaUttd ReC@ t f2 1 X Watel'S4ft@1181' 400 1 20 9 A 10 2p 1 720 B�S@I71e11�A t F29C8 t R 1,3
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l. Basemelt#L.Ightillgq&F2eC�5# 10Qd 1 20 _��_..�_.._B' . ��.�_ 20 1 36Q StOra e QUad ReCe t F2 A X FCIJ-1 1272 1 20 11 B i2 20 1 106t5 WaShet'#1 X 1
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R '1�t F10QP QUad R6G6 t 360 1 20 13 A 14 2Q 1 --�SPARE-- P 4 X B-"E B-2,&TEKMAR 400 1 20 13 R 'i4 20 1 1004 Washer#2 7C 1
R B�sel't'18tt#Quad ReC2 t 364 1 20 _ f5..__�_B.___..i�.._ 2Q 1 —SPARE'^ P 4 M P-1 1127 1 2Q 15 B 16 30 2 1ACY0 D er X
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1 L StQi'a �LI 11tit1 80Q 1 20 33 A 34 24 1 ..,,SPARE-- P C SPACE 33 A 34 ;"u-PACE C �y � ° � `��� ��
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dOWNSTREAM L4AQ3 RECEF''f 5Q% pOV1/NSTF2EAM L4A[?S RECERT 50%
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K(T'CHEN 100% KtTCHEN 100%
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GENERA� NOTES�
1. CQNTRACTOR SHALL INSPECT SITE TO
THtJROUGHLY FAMILIARIZE NIMSELF WITH
THE AREA OF WQRK. ANY C7ISCREPANCIE�
BETWEEN THESE QOGUMENTS AND ACTUAL
C�NDITIONS SMAL� BE R�PORTED TO THE
ARCHITECT/EN�INEER FOR RESOLUTION
PRf4R TO BID PRIGING. NQ EXTf2AS WILL BE
AL�OWED DUE TO �ACK C}F KNOWLEDGE OF
EXISTING CONC7ITIC�NS.
2. FI�LD VERIFY EXACT L4CATION a� AL� --
C4NNECTiON POIN1'5 PRIOR TO ���(��:
CC7NSTRUCTION.
3, R4UGH—IN AND FINAL CQNNECT ALI�
FIXTURES, E(�UIPMENT, ETC,
4. FIRESTOP ANY PENETRATION 7HROUGH A
F"!RE RATEa CEILING QR WA�L. VERI�'Y WAL�,
FIRE RATINGS WITM ARGMITECTURAL
QRAWINGS.
5. ALI. WORK SHAL� B� PER LaCA1. BUII�DiNG
AND HEALfiH DEPARTMENT REQtJIREM�NTS.
KEY NC�TE�� ....,_____
��`�,,1�� � �1 NEW PANELS TO REPLACE EXIST{NG.
�,`�,� �, INTERCEP7 �XISTiNG CIRCUITS AND F'ROVIDE
�'�, CONNECfiIt7N T4� N�W PANELS, REF�I� TQ
��� �``,. f SHEETS E1.3 A�ID E2.0 F'OR AD171T1(�NA�
�`°�,.� °'� INFQRMAI`IQN.
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i;>
�3 R��.O�ATED �XI5TING I.IGMT, RECt�NNECT TO
�XISTING CIRCUIT, ����
C�4 PR4VIDE PULLBaX FOR INTERG�PTING
�� EXISTING CIRCUITS ANC? EXTENC7ING 70 N�W lt��
PANELS. SIZE PER �QDE F4R THE NUMBER �
4-�.y �i t�F WIRES PASSING THRUUGH.
�,%
�5 PRC7VIDE C4NNECTION T� THE 7EKMAR
��� CC7NTR4l� PANEL. F"IE�D VERIFY E7CA�T
�``� �;fi,,%"'� L.00ATIC}N WITH MECNANICAL CONTRACTOR.
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avon, ca 81620-574Q
, t 970.94�,6000If.970.949.1959
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�ENERAL NtJfiES�
1. C�NTRACTOR SHA�� IN�PECT SITE TQ
TNOF�C7UGMLY FAMILIARIZE HIMSE�F WITH
TNE AREA 4F WQRK. ANY DISCREPANCIES
B�TWEEI� THESE D4CUM�hJTS AND AGTUAL
CC7NDITIONS SHALL BE REPORTED TO THE
AI�CMITECT/ENGINEER F'OR RESOLUTI(JN
PF�IOR TQ BID PRICING. N(? EXTRAS WILL SE
ALLQWED �UE 70 LACK GF" KNOW�EDGE Q�'
EXISTING CONDITION�.
2. Fl�l.a VERIFY EXACT L.00A710N QF A�L
c���a�c�ria►� �oi��r� �aio� ra ��MO�.�Tio�. 15�U�:
3. F"IRESTOP ANY PE�IETRATIdN TNROIJGM A
FIR� RATED �ElI.ING 01� WALL. VERIFY WALL
FIRE F2ATINGS WITM ARCHITECTURA�
Qf�AWIfJGS,
KE1�" NC}TE��
fr`���` E AST i N G
�1 DISCC}NNECT AND REMOVE EXISTING
. �'` �. �QUIPMENT AND AS�OCIATED FEEDERS,
'�, METER INCL.UQING ALL ASS4CIATED CONDUfT AND
e ��� �`\''`� � ,
/ BANK C�ISCON�lECTS.
�� �
,�,r'� ``��'' j%� `
� � ° ��,�� f,%� � ��2 DlSCONNECT AND REMOV� �XISTING PANELS.
` r �, 12ECONN�CT EXiSTING CIRCUITS Tq NEW
�' �`,� EXISTING PANE� AT NEW LOCATi�}NS. REF�� TO
��'� �'/`� � .�,,,�--''�SERVICE SHEET E1.3 AND E2.9 FOR ADC3fTI0NAL
,� �.�., i; �..
DISC�N�JECT INFORMATION.
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,���`°� 1�.� �,;;'� .,� wES-r ���o��s, i�vc�u��r�� a�.�. associar��
f�°' , v. ,� METER CONDUIT AND GISCONNEGTS, TO EQUIPMENT.
`,, ``\`�.� �r./ \ BANK �XISTfNG EQUIPMENT T(� SE RELOCATED,
ti```.\ , �
�`��. ��,;`, ��� �� �4 C7ISCONh�ECT ANq REM4VE EXISTING
��`�, `'�,� ,��,� � L.I�HTING IN THIS ROOM. NEW LIGHTING Tt}
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GENERA� MEGHANICA� Ct'�NTRA►CT REQUIREMENTS: C)R BTRUCTURAL El.EM6NTS SUCH AS THE CEI�ING SUPPORT SYSTEM, DNISt()N SHA�L.BE ROUTED TO THE ENGINEER(TNROUGH PROPER S7RUCTURAL ELEMENTS. DO NQT OVER-STRESS ANY STRUCTURAL MEMBERS. (4j TYPE G: FLEXIBLE FIBERGLASS BLANKET WITH RElNFORCED
ELECTRiCAL FIXi'URES,ETC. "NORMAI..MAINTENANGE"INCLUDES,BUT IS NOT CONTRAG7URAL CHANNEL.S). GON'TACT STRUCTURAL ENGINEER FOR ALLOWABLE LOADS FOR SPECIFIG MEMBERS, . KRAFTIALUMINUM FOIL VAP4R BARt21ER FACING.
1. UNL.ESS OTNERWISE NOTEp,THE WQRK DESCRfBED ON TNE PtANS AND �IMITED T4.FILTER CHANGING;GREASING OF BEARINGS;USING Ptf PORTS FC7R IF IN DOUBT. (5} TYPE D: SEMI-RIGlD FIBERGLASS BQARD WtTH REfNFORCEp VAPQR BARRIER
SPECIFICATIONS SHALL INCLUDE 7HE FURNISHING AND fNSTALLATiC3N QF ALC_LABOR P�$��1��R TEMPERATURE MEASUREMENTS;SERVICING CONTROL VALVES 32. CONTRAGTOR REQUIREMENTS: FACING,3 LBS/CU.FT.DENSITY.
AND MATERIALS NECESSARY FOR COMPLETE AND OPERATIONAL HVAC SYSTEMS. AND SERVICING GOI�TRQ�PANE�S. `. A. SUBMIT A STATEMENT C?F QUALtFiCATiON LISTING SIMIEAR PROJECTS COMPLETEQ 53. DO NC?T UTILIZE PQWDER DRIVEN,ANCHORS FOR ANY LOCATIONS WHICN REQUIRE (8) TYRE E; FIBERGLASS BONDED TO�LEXIBLE A�I�SURFACE JACKET.
CQNTRACTOR SHALI.FURNISH THESE EVEN IF ITEMS REQUIRED TO AGH{EVE THIS(I.E, r IN THE LAST FIVE(5)YEARS. CONTRACTOR SHALL HAVE A MINIMUM OF FIVE(5} THE LOAD TO BE HELD IN TENSIQN. SEE STRUCTURAL DIVlSION FOR ADDITIONAL FIBER,GLASS SLIT t�R 4RIENTED TO AI.L(�W CC3NF't3RMANCE TO ROUND
OFFSETS,ISOtATION AND BALANGING DEVICES,MAINTENANGE CLEARANCES,ETC.) 28• �NSTALLATIQN GUIDELfNES: YERRS EXPERfENCE(N THIB iYPE OF WC3RK,AND SUBMIT EVIDENCE OF THAT RESTRIGTIt?NS. SURFACES. DENSITY 3�BS/CU.F'T,
ARE NQ�'SP�CIFlCAL.�Y SNOWN, � < FACT WITH HIS B1D.lNADEQUATE EXPERIENCE AS DETERMINED BY THE
A, PiPE INSTI�LATftJN: �: ? ARCHITECT,OWNER OR ENGtNEER SHALL BE CAUSE FOR REJECTION OF 54. SEE AI.SQ S7RUCTURAL DIVISIt'�N FOR ACCEPTABLE ANCHORING AND SUPPORT B, APPLICATION:
2. DATA GIVEN ON TNE DRAWINGS IS AS EXACT AS CC7ULD BE SECURED. ABSOLUTE � ' CONTRACTOR'S BID. MEANS,METWOQS,AND LdCAT10N3.
ACGURACY iS NOT GUARANTEED AND THE CQNTRACTtJR SHALL OBTAfN AND VER(FY (1) ALL PIPIPVG SHALL.BE RDEQUATEI.Y SUPPOR�'ED FROM THE BUI�DiNG (1) A80VE GROUND HEATiNG HOT WATER.
EXACT LOGATIONS,MEASUREMENTS,LEVELS,SPACE REQUIREMENTS,PQTENTIAL STRUCTURE TO PREVENT SAGGING,POCKETINC3,SWAYING OR 33. PROVlDE f�LL REQUIRED PERMITS,INSPECTIONS AND COORDINATION WITH 55. DUC7WORK: a. RUN011TS TO TERMINALS-1t2"THICK TYPE A.
CONFLiGTS WITN O7HER TRADES,ETG.RT THE SITE AND SHALL SATISFACTORI�Y DISPLACEMENT BY MEANS OF HANGERS AND SUPPORTS. PIPING IS NOT TC) GdVERN1NG AUTHORITIES. iNSTAL�ATI4N TO CdNFORM WfTH APPLICABLE b, AI.L U7HER 1"TMICK TYPE A. � ,�-�, ,r,�,��f
ADAPT NIS W4RK Tt�THE ACTUAL Cf7NDIT10NS QF THE JOB. BE SUPPQRTED BY EQUIPMENT. ` PROVISIClNS OF: A. FLEXlBLE CQNNEGT(t�N: EQUIVALENT TO VENTFAB,FIREPRQOP GLASS CI.OTH, (2) ABQVE GROUND CHILLEp WATER:
{2) PRUViDE DIELEGTRIC UNIONS BETWEEN DfSSIMtIAR MA7ERIALS. 10"W.C.RATED. �. RUNOUTS T4 7'ERMINALS-112"THICK TYPE A.
3. TNE DRAWINGS ARE DIAGRAMMATICAL IN NATURE AND SHALL NGT BE SCALEt�.THEY (�) PROVIDE MANUAL.AIR VENTS AND CAPPED HOSE�-END DRAINS W1TH A. APPLICABLE LGGAL„STATE AND FEpERAL CQDES,tAWS AND REGULATIONS. b. A�L OTHER 1"THICK TYPE A,
SHC)W CERTAIN PHYStCAL RELATIONSMIPS WHICH MUST BE EBTABLISNED WITHIN THE ISOLA710N VALVES AT PIPING HIGH AND LQW POINTS. B. USE NO"STQVE-PIPE"TYPE OR AWUSTABLE FITTINGS ON MEp1kJM PRESSURE {3) CMI�L.EQ WATER,Dt�MESTIG CULD WATER AND+fJTHER"COLD"PIPING WITH
DNISION 15 WORK AND ITS iNTERPACE WITH QTNER WORK. ESTABLISHI(VG 7HIS (4} WELD P#PE IN ACGORDANCE W1TH APPLICAFII.E CODES AND STANDARDS. B. INTERNATf{)NAL BUILDING,MECNANICAL AND PLUMBING Ct3DES. INCLUDING THE DUCTWORK(1.Q"W.C.OR GREA7ER). VAPQR BARRIER Ct�VEFt:
RELRTIUNSHIP IN THE F(E�D IS THE E3fCLUSIVE RESPQNSIBILITY C7F THE CONTRACTOR. WELDERS SHAL!BE CERTIFIED FOR TYPE OF WORFC BEING PERFf3RMEp. TOWN OF VAIL AMENDMENTS TO THE INTERNAT1f�NAl.BUILDtNG COdE. a, PROVIDE INSULATIQN INSERT OF HIGH DENSITY,1{�PSI,
THIS DIVISION SHALL COORDlNATE 17S WOR}4 WtTH AL�RIVISIUNS OF TNE WQRK AND (5} FLUSM OUT PIPING AND REMOVE CC�NI'RC>L DEVICES BEFqRE PERF4RMING C. SFAI_A�L SEAMS(LONGITUDINAL AND TRANSVERSE)AIR TtGHT WITH HARDCAST WATERPROQFED CALCIUM SILICATE,ENGASED IN A SHE�T'ME7`AL SHIELD
ADJUST li'S WORK AS REQUIRED BY THE AGTUAL CONDITIONS OF'7ME PROJEGT. PRESSURE TEST, DQ N4T U5E PIPING SYSTEM VALVES TO ISOLATE C. APPLfCABLE PAMPHLETS OF THE NFPA INCLUDING THE NATIONAL ELECTRICAL NQ.601 NON-HARDENING,ELASTIC SFAt.ANT OR EQUIVALENT. AT HANGER. INBULATION INSERT TO EXTEND ONE INCH BEYOND SHEET
SEGTIONS WNERE TEST PRESSURE EXCEEDS VALVE PRESSURE RATING. CODE. METAL SHIEL[3 C)N ALL"Ct3LD"LINES. IF P1PE HANGER SPAGING EXG�EDS
A. THE CQNTRAGT4R SHALL YI�IT THE SlTE BEFORE SUBMITf'ING A BID TO BECOME Q����IRIZE PIPING AT 10Q PSIG. IF LEAKAGE IS QBSER1lED!JR IF D. LINER: TEN FEET AtVD FOR A�L PIPE ROL�ER A1�Rl.ICATIONS,UTILIZE DOUB�E
7NOROUGH�Y FAMiLlAR WITN THE ACTUAL CONDITIQNS O�THE PRCIJEC3. TEMPERATURE COMPENSATED PRE�SURE DRC1P EXCEEDS 1°,6 OF TEST D. AMERfCANS WITH DISABILITIES ACT{ADA}. LAYER SHIELD C7N BEARING SUR�ACE. PROVIDE 180?INSUtAT10N
PRESSURE,REPAIR LEAKS AND RETEST ('f) LINE ALL SUPPLY AND RETURN DUCTS WITH 1", 1.5 PCF,BLACK MATTE INSERTS WHEN UTILIZING CLEV18 HANGERS. PROVCDE 384?INSULATIQN
B. CERTAIN SYSTEMS REQUIRE ENGINEERING OF INSTALLATION DETAILS BY (6) PLAST�C PIPE: AIR PRESSURE TEST ALL PLASTIG PIPE AND PEX PIPE 34. KEEP DEMOL{TION 8�CUT?1NG TO MINIMUM REQUIRED FOR PROPER EXEGUTION OF COATED INSULATING DUCT LINER. INSERTS AT AL�TRAPEZE AND WAt_L SUPPORTS.
CQNTRAGTOR. UN�ESS FULLY DETAILED IN T`HE CQNTRAGT DOCUMENTS,SUCH SYSTEMS ACCt�RDING TO MANUFACTURER'S INSTRUGTIONS. WQRK. {2) MATERtAL SNALl.MEET AL�REQUIREMEN3S OF NFPA-9fl. (4) CONCEAt.ED,UN�CNE[7 SUPP�Y AIR DUCT.
ENGINEERiNG 18 THE EXCLUSIVE RESPC?NSIBIt�ITY Ol�TME CQN7RACTOR. $- ���Q1��SE AIR PRESSURE TO TEST PVC QR CPVC PIPE. (3) INSTALL WITH ADHESIVE AND PIlVS IN ACGC3RDANCE WITH SMACNA,"HVAG a. 1-112"TNtGK TYPE�.
(7) F'ROVIDE SUPPQRT UNDER ELBQWS QN PUMP St1CTIfJN AND DiSGHARGE 35. BE RE�PONSIBLE FQR ALL CUTi'ING AND P'ATCHING NECESSARY FC)R THE DUCT CONSTRUCTION STANDARDS". (5� EXPOSED,UNL.INEp SUPPLY AIR DU�T.
C. IT IS THE CONTRACTOR'8 RESPUNSIBILITY TO DETERMINE WHERE GLEARANCES �.INES. � COMPLETiON UF THE WORK. a. RECTANGULAR: 1-1f2"THICK TYPE"D"
ARE LIMITED,ANC�WHERE ItVSTALLATION DRAWINGS OR SCNEMATfGS, (8) ALL S"iRA1NERS SHALL BE FURNISHED WITH�" UGHlNG"SCREEN AND TWO E. QUCTWORK: b. ROUND: 1-112"THICK TYPE"C*.
"GQNSTRUG7IQN DRAWINGS",CiR GOC}RDINATtdN DRAWINGS MAY BE REQUIRED. (2)SCREENS FOR NQRMAL QPERATIQN. INSTALt:STRAINER WITH RQI�GHING 36. NO GUTTING{NOT SHOWN ON THE CQNTRACT DOCUMENT3}SHALL BE DONE WITNOUT c. ROUND FIITINGS: 1-1J2"THICK TYPE"t�"WITH WHITE YINYL PACING.
THE COIVTRAC7UR SNALL PREPARE ALL SUCN COQRDINATION DRAWINGS AS SCREEN AND OPERATE SYSTEM FC?R24 HOURS MIMMUM(RUN DOMESTIC TNE APPROVAL OF THE ARCHITECT,OWNER OR ENGINEERAS TO LOGATIONS, {1) GALVANIZED BF�ET S7EEL,LOCK FORMWG QUALI'fY;CONSTRUCTED Tt�THE (6) REPAIRS T4 EX1571NG SYSTEMB:
PART t�F THE BASE CONTRACT. SUCH DRAWINGS MAY BE SllBMITTED TO 7HE WATER SYSTEMS AT MA7{FLOW FOR A MINIMl1M OF t3NE HALF{1t2)HOUR. MET'HOD AND EXTENT OF THE CU1TiNG. tATEST EDITfOH OF SMACNA"HVAC DUCT CQNSTRUCTIUN STANDARdS";+1- a. MATCH MATERIAL ANp THICKNESS AS CL4SE AS POSSIBLE.
ARGHfTECTIENGINEER FOR RECORD AND COMMENT{AT THE CANTRACTOR'S REMOVE ROUGNING SCREEN AND INS7ALL NORMAL SCREEN,AFTER TWO 2"W.C.PRESSURE CIASSIFICATION,SEAL CLASS"C";WITH GALVANlZED STEEL
QpY�p�{�, WEEKS OF NURMAL QPERATION INSTALL NEUS!NC)RMAt_SCREEN. 37. REPAIR ALL ACCIDENTAL OR IIVTENTIONAL DAMAGE TQ MATCH EX{STING FASTENERS.ANCHORS,ANGLES,STRAPS,E7"C. FIRE PROTECTION NOTE8
� : CONSTRUCTION WITH NQ NOTICEABLE GIIFFERENCE IN CQNTINU{TY,APPEARANCE OR 59. SUBMIT SHOP DRAWtNGS SHOWING PROPOSED LAYUUT t?�FIRE PRfJTECTION
TENANT FiNISH: B. DUCTWORK INSTALtATION. ; ; FUNCTION. F. DUCTWORK NOTES: SYSTEM.DRAWINGS SHAL�SNG1W A�TUAL EQUIPMENT T�B�USED,DIMENSIQNS AND
4. N4 EXTRAS WIL�BE ALLOWED DUE Tt�LACK OF KNOW�EDGE OF EXISTING s HYDRAUUG CALCULATIONS. SMUP�RAWINGS SHALL BE APPROVED BY THE L.00AI.
CONDITIONS. {1} SEAL ALL SEAMS(LONGI'tUDINAL AND TRANSVERSE)AIR TIGHT WITN 38. 1F UNASLE TQ UBTAIN WITHIN 85%OF THE REQUIRED CFM QUANTITIES IN ANY (1) DUCT DIMENSIC)NS ARE INSIDE CLEAR. AUTHCIRITY HAVING JI.iRISD1GT10N PRIdR TQ SUBMII7AL TO ENGIN6ER OR ARGHITECT.
HARDCAST NO.6Q1 NON-HARDENIHG,EtASTlC S�T OR EQUIVALENT. 7ERMINAL UN1T,A!R a{FFUSiON DEVICE,BRANCH C1R MAIN DUCT,(VC3TIF1( ENGINEER (2) DIFFUSER NECK SIZE IS SAME AS FLEXIBLE DtJCT SIZE.
5. CC1t�RDINATE AND ADJUST AI..L WORK BETWEEN T12ADES AND EX(STING CQNDITIQNS IN (2} DUCT DIMENSIONS ARE 1NSIDE CLEAR. < IMMEDIATELY,THEN PERFORM A VISUAI.INSPEGTION AND/dR PITOT TUBE TRAVERSE (3} UN�ESS OThIERWISE NOTED,ALL CNANGES IN DIREGTMON SHALL BE MADE A. TENANT FINISH: ALL NEW SPRINKI�R HEADS SHOULD MAVE THE Ct�NNECTING
ORDER TC}AGCOMPLISH A NEAT,ENTEGRA7ED AND EFFICIENT INSTALLATICftV. (3} DIFFUSER NECK SIZE IS SAME AS F�EXIBLE b�lCT SIZE. TO IDENTIFY THE SOURCE QF THE OBSTRUCTION. REMOVE THE OBSTRUCTlON AND WITH RADIUS ELBOWS WITH RADIUS TC}CENTERLIN�E(�UAL TO 1.5 DUCT IWAIN ANp BRANCN PIPE S(ZES SNC?WN.
(4) UNLESS OTHERWISE NOTED,AL�CNANGES IN DIRECTIQN SHALL BE MAQE RE-BALANCE. WIpTH.
6. E)CAMINE THE CONTRACT DOGUMENTS OF AC.L TRADES(E.G.,THE ARCHITECTURAL WITH RADIt3S EL80W5 WITH RADIUS 70 CENTERLINE EG2UAL TO 1.5 flUCT {4) WHERE REQUIRED FQR SPACE CANSTRAINT3,PROVlDE MITERED ELBOWS B, SNOW THE CCINNECTING MAIN AND BRANCH P#RE SIZES FOR ALL RELOCATED ����
REFLEGTED CE1t�ING PLAN,EL.ECTRICAL LiGHTItVG PLAN,FIRE PR4TECTIQN PE.AN, ��Q�N. = 39. INSTALLER: THE ALTERATION AND EXl'ENSION OF THE TEMPERA7URE CONTRC)L WITN TURNING VANES AS FOLLOWS: EXISTING SPRINKLER HEADS.
ETG.}. (5) WHERE REQUIRED FOR SPACE C4NSTRAINTS,RRQVIDE MITERED EL80WS SYSTEM SHALL BE DONE SY A REPRESENTATIVE OF THE MANUFAC?URER OF THE a. FOR DUG7 WIDTHS OF 36"C1R LESS,PRC►VIDE MANUFACTURED 51NGLE
R ����
WlTH TURNING VANES AS FOLLQWS: � ` PRESENT CONTR(�L SYSTEM. WtDTH TURNING VANES,WITN NO TRAILING EDGES AND SPAGING IN C, CONFORM T4 LIGHT NAZARD OCCUPANCY REC2UIREMENTS OF NFPA 13.
7. CQ(?RDINATE NECESSARY EQUIPMENT,DUCTWORK AND PIPING�OCATIONS SQ THAT a. FOR DUCT WIDTHS QF 36"C?R�ESS,PROVIDE MANUFAGTURED SiNGLE ACCARDANCE WITH SMAGNA DUCT CONSTRUCTIQN STANDARDS FQR
THE FINAL INSI'At.LATIC>N IS COMPATIB�E W1TH THE MATERIAC_S AND EQUIPMENT OF WIDTH TURNING VANES,WfTH NC3 TRAILING EDGES AND SPACING IN 40. THE INSTALLING CONTRA,CTOR SHA��BE A FIRM WITH NOT LESS THAN FNE YEARS "STANDARC)SPACING". 6p. TH�ENTIRE BUILDING SFiALL.8E SERVED BY A WETPIPE TYPE FtRE SPRINKLER
THE QTHER TRADES. ACCQRDANGE WITH SMACNA DUCT CONSTRUGT1t�N STAIVQARDS FOR EXPERlENCE DESIGNING AND INSTALLING AUTOMATtC TEMPERATUl�E CONTFtOL b. USE DOUBLE THICKNESS{AIRFpIL)BLADES WiTH T'RAILING EDGES FOR SYSTEM. GOORDIIVATE ELEGTRICAL,FIF2E PRQTECTIC}N AND MECNANIGAL SP'ACE
"STANDARD 5PACING". 4 SYSTEMS SIMILAR TO TNIS ON�. DUCT WID7HS GREATER THAN 36", REQUIREMENTS CAREFULt,Y BEFORE PRGiCEED{NG WITH INSTALLATIC3N.
8. AS NECESSARY,PREPARE SHOP DRAWINGS FQR lNSTALLATEON OF ALL NEVMt WORK b. USE qOUB�E TMCKNESS(AIRFQIL)BLADES WI7'N TRAILING EDGES FOR (5) A�L FLEXISLE DUCTS SHAL�NQT BE LESS THAN 4',NC)R 25'IN LENGTH.
BEFC)RE iNSfiA1,LATIt�N TO VERIFY GOORQINATION fJF WORK BEIINEEN'TRADES. DUGT WIDTHS GREATER THAN 36". : 41. ALTER AND EKTEND EXISTIfVG SYSTEM AS REQUIRED TCi MEET THE NEW SEQUENCE INSTAL�FLEXIBLE�UCT1tVVORK SUCH THAT: B1. EXTEND TH6 EXISTING SPRINFtLER SYSTEM,RELOCATE EXfSTiNG AND ADD NEW
(6) AL�FLEXIBLE DUGTS SHALL NOT BE LESB THAN 4',NOR 25'IN LENGTH. OF OPERATlQ1V. a. MINIMUM OVERAL�LENGTH OF 3D,STRAIGHT INTO NECK OF DIFFUSER. SPFCINKLER MEARS IN ACCORDANCE WITH NFPA 1�,ALL APP�ICABLE CODES AND
8. REFER TC}THE ARGMTECTURAL DNlSION FUR EXAGT�OCATIC7N OF ALl.VISIBLE IN87ALL FLEXIBLE DUCTWORK SUCH THAT: b. MAXIMUM OF 735 OF TOTAL TURNING IN ENTIRE LENG7H QF FLEXIB�E ORDINANCES AND PROJ�CT REQUIREMENTS 7�CAMPLE7ELY PROTECT TNE NEW �
FIXX7 URES,EQUIPMENT AND AIR DEVtGES. a. MINIMUM QVERALL.LENGTH OF 3D,STRA[GHT INTQ NECK OF DIFFUSER, 42. SUBMiT EQUIPMENT CUT SHEETS AND CONTROL DIAGRAMS FC�R RE1/IEW AND DUCT. �yp�, --� �
b. MAXIMUM OF 135 OF TOTAL TURNING IN EN71RE LENGTH OF FLEXIBLE RECCaFtD. SUBMIT7ALS MUS7 BE REVIEWED AND NOT REJECTED BEFORE WORK c. MINIMUM TURNING RADIUM OF Ft=1.5Q, �
1{�, FINAL�OGATION OF ALL THERMC3STATS IN FINISHED SPACES AND ALL Rt?OM A!R DUCT. k ` BEGINS. MANUFACTURER LiS7ED IS BASIS OF DESIGN. SUBSTITUTIONS MAY BE d. WHERE: 62. SYSTEM SHAL�BE INSTALi,ED GQMPLETE AND OPERATI4NAL,IN�LUDING WATER
SENSQR5 SHALL BE AS INDICATED ON THE ARCMTECTURAL DRAWINGS. IF NOT c. MINIMUM TURNING RADIUM OF R=1 5D � s OFFERED DURING THE SUBMITTA�PHASE. JU[}GMENT OF EQUIVALENCY SHALL BE (i} D=F�EXIBLE DUC7 DtAMETER FLOW INDICAT�R,C!ONNECTIUNS TO EXISTING ALARM,DRAiN PiPING,IDENTIFICATIt�N �/
SHUWN ON THE ARCMITEGTUF2AL.DRAWINGS,FIELD CQORDINATE W(TH ARGHITEGT d• WHERE: MADE BY THE ENGiNEER. THE CQNTRACT4R ShfALL SE RESPONSIBLE FOR (ii) R=RAd1U8 QF TURN AS MEASURED TO CENTERLINE OF�UCT'. SIGNS,ETC.
PRlOR TG INSTALLATiON, * D=FLEXIBLE DUGT DIAMETER ' " Ct)ORDiNATING CLEARANCE,DIMENSIONS,E�ECTRICAL AND OTHER UTI�ITY (6) F�EXiBLE DUGTS SHA�t�HAVE AN C3UTER JACKET OF REINFORCED ALUMINUM, � 1 �-I �
R=RADIUS t?F 7URN AS MEASUREC�70 CENTEf2L.INE OF DUCT. REQUIREMENTS AND CONNECTIONS TO O7HER WO�RK. UNIFORM LAYER OF FIBERGLASS INSULATIdN,MGH-STRENGTH STEEI.HE�.tX 63. WQRK SHAAI..L BE P�F2FURMED BY A QUALIFIED FIRE SPRINI�t.ER INSTAI.LER W{TH A �-'� �
EXISTING Bt11�OtNG: (7) RETURN AiR PLENUM; THE HVAG SYSTEM WILL 11SE TNE SPACE ABOVE THE ENCAPSUL.ATEQ IN ALUMINUM LAMINATE INTERIOR CQRE,UL LISTED AND MINIMUM QF{5}FlVE YEARB EXPERIENCE IN SIMiL,�iR#NSTALlATIONB. �
11. THE CONTRACTQR'S ATTENTION IS CAL�ED TCl THE FAGT THAT THE EXISTING CEILiNG ON EAGH FLOOR AS A RETURN AIR PLENUM.CaNxRACT�R SHA�L �43. QUAl.17Y CONTROL. IABELED,CLASS 1 AIR DUCT, PRESSURE RATING POS.6",NEG,1". . � '� �
BUILDING WI�L.BE t�CCUPIED BY THE UWNER DURING CONS7RUGTIiON. CONTINUED GONFORM TCi THE REQUIREMENTS OF NFPA AND�QCAL,CODE 64. COORDINAT�ALL,WORK WITH ALL OTHER 7RADES. � � �
OPERATICIN C1F THE FACILiTY SHALL NOT BE NINDERED BY THIS WORK. THE REQUIREMENTS FOR ALL MATERiAL lNSTAU.EQ NN ThiE RETURN AIR PLENUM. A. QVALIFiCATtaN QF PRaDUGSS: WHEN RRQDUGTS ARE SPECiFIED BY G. RETURN AfR PLENUM: THE HVAG SYSTEM WILL USE THE SPACE ABQVE 7HE (^�
C(�?NTRACTQR SHAt_L ACC4UNT FC�R ALL ADDITIONAL CCISTS'WNICH MAY BE INCURRED a. IN ADD(TION,THE CONTRACTOR SFIAL�.FFtOViDE A CQMPLETE RETURN MANUFACTURERANC!MODEL NUMBER,EQUIVALENT PRC?DUCTS BY OTHER CEfLING t?N EACH FLOOF2 AS A RETURN AIF2 PLENUM. CONTRAGTOR SNALI. 65. SUPPLY C?WNER AN EX7RA STf3GK t)F 51X SPRINK�EFt NEADS(6},THREE(3)OF EACN V � Q
BY HIM DUE TO'fNE DIFFIGULTY OF WORKING G1VER AND AROUND EMPLQYEES,DESKS, AIR PATN BETWEEN AU.RETURN AlR DE1tICES(GRILLES ETG.}AND THEtR MANt1FACTURERS LISTED MAY BE PROVIDED. PRODUCT EQUIVALENCY SF�f1�L BE CONFORM TO THE REpUIREMENTS t7F NFPA AND LOCAL CODE REQUIREMENTS TYPE,AND A SPRINtQ.ER WRENCH. SPRITIKLEF2 HEADS SMALL MATCH EXlSTIN�`a. � �
EQUIPMENT,ETC„AND DUE TO THE HOURS 4F THE DAY{N WHICH AN AREA MAY BE RESPECTlVE HVAC UNIT. MAXIMUM VELOCI7Y OF RETURN AfR IN PLENUM DETERMINED BY ENGINEER, FOR ALL MATERIAL INSTAL�ED IN THE RETURN AIR PLENUM. IN ADDlTION,THE n/ � �
AVAItABLE WHEN SUBMITTfNG HIS B1D. SHAL�GENERA�LY NOT EXCEED 250 FEE1'PER MINURE,NC}R EJCCEED 750 CONTRACTOR SMALL P120VIDE A CQMPL.ETE RETURN AtR PATH BETWEEN ALL ��• ._._. �
FEET PEFt MINUTE AT ANY GROISS-SECTI4N OF THE RETURN AIR PATH. B. IF A PR4QUCT SUBMlTTED A8 AN EC2UIVALENT IS DEEMED UNACCEPTABLE TO THE RETURN AtR DEVICES(Gf21LLES ETC.)ANQ THEIR RESPECTNE HVAC UNIT, � �
12. MAINTAIN A MARK UP SET OF QRAWINGS iNHICH INDICATE V�1RlATIONS IN THE ACTUAL = F ENGINEER,THE SPECIFIED PRODUCT SFiALL BE PROVIDED AT NQ E'XTRA COST TO MAXIMUM VELOCITY 4F RETURN AIR IN PLEtVUM SHALL GENERAL.[,.Y NOT EXCEED �--. �
INSTALLATItJN FROM THE QRfGINAL DESIGN. SURRENDER DRAWINGS TO OWNER �T. S�zE CONTROL VALVES FOR MINlMUM 5',MAXIMUM 12'OF WATER PRESSURE[}ROP. THE PROJECT. 250 FEET PER MINURE,NQR EXCEED 750 FEET PER MINUTE AT ANY �,.�., � '�
UPON GOMPLETION, SIZE BALANCING VALVES SO THAT SCNEQl1LED FLOW RATE WILL CAUSE THE YALVE CROSS-SECTION OF TH6 RETURN AIR PATH. � �
TQ BE AT LEAST 10 DEGREEB CLOSED�BUT NOT EXCEED`'AFRROXIMATELY 10'OF C. SUBMITf`ALS SH1�t.L INCLUDE REVISED AND SUPPLEMENTED GONTROL QIAGRAMS, "�
13. All CARACITIES ARE SCWEDULED AT JUBSITE ALTITUDE OF 815G FT'.ABOVE SEA WATER PRESSURE QROP. CONTROL VALVES AND BALANCING VALVES WILL 56. ACCESS PANELS: �-�� � � /
��y�� G�N�RALLY NQT BE LINE SIZE. _ � D. SUBMIT CUT SHEETS ON ALL OF THE SPEClFIED E4UlPMENT.
' ' A. ACGESS PANELS: EQUNALENT TO GESCO"HAD",HINGED,(2)CAM LOCKS,
EXIBTING GLYCQL PROTECTED SYSTEMc A. UNLESS QTHERWISE NQTED,A�L 4THER VALVES ANL3 APPURTENANCES SHALE�BE E. SUBMIT A WRITCEN BAIANCE REPORT BY A NTF(NATI4NAL TRAINING FUND OF GASKETED, �
14. HYDRONIC HEP►TING AND CHIL.LED WATER SYSTEM(S)SHALL CONTAIN 30°r6 PRC3PYLENE L1NE S1ZE. �. = SMACNA)CERTIFtED BALAIVCiNG CONTRAGTt7R.FOR AL�NYDRONIC SY3TEMS:
GLYCQL. T'EST EXISTiNG FLUID TQ DETERMINE TYPE OF GLYCO�AND CONDITICIN OF � ' BALANCER SHALL REMC}VE ALL STRAINER SCREENS AND THOR4UGHLY CLEAN 57. PIpI1VG; �,�}..
CORROSION INHIBITORS. PRCiVIDE INDEPENDENT TESTING AGENCY'S(DOW CA.) ^�$. ����TE ALL PRESSUf2lZED PIPING WATER BRANCHES F{)R EACH RISER,BRANCH ITEM BEFURE PROCEEDIfVG WITH HYDRtaNIG BAI_ANCiNG PROCEDURES. `�
REPORT Qhi FINDINGS Tt)ENGI(VEEt2. PROVIDE A BID ALLt}WANCE TO REPLACE QR C)F EC�UIPMENT AND AREA SERVED. � � MEASUREMENTS SHALL INCLUDE SUPPLY AND EXHAUST PAN MOT�f�AMPERAGE A. PIPE INSTALLAT(ON:
SUPFI.EMENT FLUID AS REQUIRED TO BRING THE 3YS"['EM CONCENTRATtON UP TtJ � � ANQ VOLTAGE READINGS;MOTOR AND FAN RFMS;STATIC PRESSURE AT INLET ����--
SPECtFIED CQNCENTRATION OF CLYCt?L.(ANa INTRCT INHIBITORS). PROVIDE A UNIT �, NO CHILLEQ WATER LINES SHALI.BE�OCATED EXPOS�D IN FINISHED SPACES(7R AND OUTLET UF ALL FANS,COI�S,AND FII.TERS;PITOT TUSE TRAVERSE OF {1� ALI.PIPING SHALL BE ADEQUATE�Y SUPPORTEd FROM THE BUI�DING
GC�ST($lGAL�ON)QF REPLACEMENT Gt�YCOL W{TH BID, ACTUAL SCdPE OF GLYCQL BELOW THE BUILDING SLAB UIVLESS SHdWN OTHERWISE dN THE DRAWINGS. SUPPLY,EXHAUST,RETURhJ,RND OUTSIDE AIR MA1N DUCTS,AT U%OUTSIDE AIR, STRUCTURE TQ PREVENT SAGGlNG,POCKE7ING,SWAYING OR
SUPP�EMENTATION W1LL BE DETERMINEC?BY ENGINEER AF7ER REVIEW OF TME ; ` MINIMUM OUTSipE AIR,AIVQ 100%(EC4NOMIZER}QUTSIDE AIR;AIR IN�Ei'AND DISPI,.ACEMENT BY MEANS OF HANGERS AND SUPPQRTS. PIPING IS NUT TO �n��
REPQRT. 30. WARRANTY: THE ENTIRE MECHANICAL SYBTEM SHAt.L,BE WARRANTED AGAINST 4U71ET QUANTITIES;WA7EFt FLG1W,7EMPERATURE DROP,AND PRESSURE DROP 8E SUPPOR7ED BY EQUIPMENT.
DEFECTS IN MATERIA�S AND WORKMANSHIP FOR A PE�RIOD OF�NE(1}YEAR AFT'ER AT AI.L COILS. TNEY SHAL�ALSO INCLUDE STATiC AND VELOCITY PRESSURE (2) PROVIDE DIELECTRIC UNIONS BE7W�EN DtSSIMItAR MATERIALS. *
15. ALL COMPQNENTS O�THE HYQRONiC HEATlNG ANR COOLING SY�TEMS SHAI.L BE ACCEPTANCE OF THE SYSTEM BY THE OWNER. READINGS AT THE SUPP�Y PLENUM,EXNAUST RISERS AND ALL BRANCN (3) PROVIDE MANUAL AIR'1tENTS AND CAPPED HOSE-END DRAINS WITH
GQMPATIBLE WITH TNIS F�.UID AT THE REG2UIR�D TEMPERATURES AND PRESSURES. + DUCTWQRK;VELUCITY DISTRIBUTION ACROSS THE FACE OF THE SUPPLY AND (SOLATION VAL1lES AT PIP1N�HIGH AND LOW POINTS.
31. DEFINITIONS: � ; EXHAt1ST FILTEFtS, {4} WELQ PIPE IN ACCQRDANCE WITN APFLICABLE CODES AND STANDARDS.
ELECTRICAL COQRDINATtON. _� '_ WELDERS SHAl.I»BE CERTIFIED FOR TYPE OF WORK 8�lNG PERFURMED. �
16. VERIFY THE ELECTRICAL SERVIGE PRC?YIDED BY TNE ELECTRICAL CQN7RACTOR A. THE DEF1NiTI0NS CiF DIVISION 1 AND THE GENERAL CONDITIC)NS OF THIS (1) PRUVIDE ALL REQUIRED SHEAVES,BELTS,TESTING EQUIPMENT,ETC. {5) FLUSH OUT PIPING AND REMOVE CAN7ROL DEVICES BEFORE PERFORMING �����•�
BEFCIRE QRDERING AM(MECHANICAL EQUIPMENT REQU(RING ELECTRICAL, SPECIF[CATIt7N ALSQ APPLY TO TNE DIVISIQN 15 CONTRACT. NECESSARY TO BALANCE THE HVAG SYSTEM 1N ACCURDANCE WITH THE PRESSURE TEST. DO NOT USE PIPING�YSTEM VALVES TO ISOLATE
CC�NNEGTIC7NS. CONTRACT DOCUMENTS. SECTIONS WHERE 3EST PRESSURE EJCCEEDS VALVE PRESSURE RATING.
B. "CONTRACT DOCUMENTS°CONSTITU7E THE DRAl141INGS,SPEC(FICATIONS, PRESSURIZE PIPIWG AT 10Q PSIG.IF LEAKAGE IS OBSERVED OR 1F
17. PROVfDE HIGH EFFICIENCY MOTORS WITN 1.15 SERV[CE FACTOR QN ALL EQUIPMENT, GENERAt..CONDITI�NS,PR4JECT MANUALS,ETC.;PREPARED BY ENGINEER(OR F. SUBMIT FC1UR(4)COPIES OF ALL SUBMITTAI.S IN ADDITIQN 74 ANY REQUIRED BY TEMPERATURE COMPENSATED PRESSURE DROP EKCEEDS 1°�OF TEST
MOTORS SHALL BE CAPABLE OF dPERATlNG CONTINUQUS�.Y AT 105t�F UNDER QTHER DESIGN PROFESSIONAL IN ASSOGLATION WITH ENGINEER)FOR THE CQNTRACTOR AtdID HIS SUPPLIERS. THESE COPlES SHALL BE RETAINED BY PRESSURE,REPAIR LEAFCS AND RE7EST.
JOBSt`TE CONDITIONS AND ALTI7UDE. CQNTRAGT4R'S BID QR CON7RACT4R'S NEGOTIATIQNS WITH THE C?WNER. THE THE C)WNER,ARCHITECT AND ENGINEER. (6) PLASTtC PIPE. AIR PRESSURE?EST ALL PLASTIC PIPE AND PEX PIPE
QIVISION 15 DRAWINGS AND SPECI�(GATIQNS PREPARED BY TNE ENGINEER ARE SYSTEMS ACCORDING TQ MANUFACTURER"S INSTRUGTlQNS.
A. LARGE MQTORS: AL�MQTORS GREATER THAN 50 NP SHALL BE EQUIPPED WITH NQT CQNSTRUGTION DOCUMENTS. 44. THE ENGINEER SHALL AGCEPT ALL SUBMITfA�S,WfTNESS,ALL TESTS AND ` a DO NClT USE AIR PRESSURE TO TEST PVC OR CPVC PIpE.
VARIABLE SPEED DRIVES OR SQLID STATE°SOFI'START'STARTERS. PRQVtDE DEMQNS7RATIONS ANb F2ESPOND TlJ ALL QUESTIONS DURiNC CONSTRUCTION.7HE (T� PROVIDE SUPPORT UNDER ELBOWS ON PUMP SUGTMON ANp DISCNARGE
P01NER FACTOR CORRECTtt7N CAPACITdRS, G. 'CtJNSTRUC7IUN DOCUMENTS","CONSTRUCTION DRAWINGS",ANQ SIMlLAR TERMS ENGINEER SHALL REl/IEW A��SUBMITTALS AND PREPARE ANY REQUIRED LINES.
FOR DIVIS(ON 15 W�.1RK REFER TO INSTALtATiON DIAGRAMS,SHOP DRAWINGS CLARiFICATIONS QURING CANSTRUGTIQN.tT IS RECOGMZED THAT SUBMITTALS ARE (8) ALL STRAINERS 3HALl BE FURNISMED WITH A"RQUGHING"SCREEN AND TWCi
18, UNLESS NOTED OTHERWISE,ALt MECHANICAL EQUIPMENT 3HAt.L BE PRCIVIDED WITH AND COORDINATION DRAWINGS PREPARED BY THE G4NTRACTOR USING THE MA[3E�QR THE ENGINEER'S iNFORMATION AND REC�RD ON�Y. (2)SCREENS F4R NORMAL OPERATION. tNS7ALL STRAINER WITN Rt,�UGHING � �:�,��
HC�A SWITCH AND 57ARTER COMPATIBLE WITH EQU{PMENT AND BMS SYSTEM, DESIGN INTENT INDICATED ON THE ENGINEER'S GONTRAGT DUGUMENTS. TNESE SCREEN AND OPERATE SYSTEM FOR 24 HOURS MINIMUM{RUN DOMESTIC :°� � �,�:�-,��,.
STARTERB BHALL BE PRQVIDED BY DNISION 15 UNLESS IN A MOTOR CONTROL SPECIFICATIQNS DETAIL THE CONTRACTQf2'S RESPONSIBILITY F4R'ENGINEERING 45. SUBMIT 7W0(2)CQPIES OF ALL QPERATtNG MANUAl.S AND WARRANTIES tN BOUND WATER SYSTEMS AT MAX FLOW FOR A MINIMUM OF QNE NA�F(1/2)HfJUR. �@����� f�_;��',����
CENT�k2. ALL DISCONNECTS SHAL�BE FURNISHED BY DfVISION 16. SEE ALSQ BY CQNTRACTQR AND F�R PREPARATIQN UP CON3'CRUCTION DOCUMENTS. Nt7TE8CtOKS TU QWNER. REMQVE ROUGHING SCREEN ANQ INSTALL NORMAL SCFtEEN AFTER TWQ ��°-f�__�°��`�_�'.� ���-�
' ��� � ��~_` � �•� z
DNISION 01042 C)�THE SPECIFICATIONS. � ' WEEKS QF NORMAL OPERATION INSTALL NEW NOFtMAL SCREEN. ��c�°��' �'r, c.i,p=
Q. `(N)"INDIGATES"NEW EQUIPMENT TO BE PROVIDED UNDER TNIS CONTRACT, 46. FINAL PAYMENT SHAL�BE ISSUED ONLY AFTER OWNER HAS ACCEPTEd ALL WORK {9) TENANT FINtSH: INSULATE ALL DQMESTIC HOT AND COL.D WATER P1PE, `'" °�- �° �� ^� �' �
�-a �� ��€'��fi � �
1S. THE ELECTRICAL PQWER FQR CERTAIN EQUIPMENT PRt3VIDEb UNDER DIVISIpN 15, AND MANUALS,RECORD DRAWINGS,ETC.NAVE BE E N SUB M l T T E D S A T I S F A G T O R I L Y. YALVES AND FITTINGS WITH U.l..APPROVED,FLAME RESISTANT,VIMITE �> ,t�� y�
HAS NOT BEEN SPECIFfGAL�Y INaICATED ON THE ELECTRIGAL DRAWINGS AND MUST �• "(�}'INDICATES"EXtSTING°EQUIPMENT ON SITE WHICH MAY OR MAY NOT NEED Tt� VAPOR BARRIER JACKETED,GLASS F1BER SNAP-fJN 1/2"THICK INSULATtON. �,?'� ' � � �<�;
BE PRC?YIDED BY ANE1 FlELD CQC)RbINATEp BY THE DIVISIt)N 15 TRADE REQUIRING BE RELOCA7ED AS A PART OF THIS WQRK. AIR MOVEMENT AND DUC'TWORK: ,���^,''��.t�/ ,��F��-----
����p�yr{y�R, � 4�. MINIMUM GOiL CONFI�GURATIC?N FOR ALL AHU CHIL�ED WATER COiLS SHAL�BE 6 ROW, B. PIPE AND FITTtNGS: �1 ;� t�� ��������"p
F. "(R)"INDICATE3 EXISTWG EQUtPMENT TQ BE RELO�CATED AS PART OF TNI3 WQRK. 8 FtNS F'ER lNCH(FPI}. PROVIDE 8 ROW COIL AND/QR GREATER FPt IF NECESSARY TO �'�.,�� ,�;��°�'
MEET SCNEC?ULEQ C4NDITIONS. �,,,. �°
2(�. SU�FIGfENT PQWER FdR TNiS PURPOSE SHALL BE FURNISHEQ AS"�PARE" (1) HWS,HWR,CHWS,CHVYR�ETC.: �� � �"` �
DEDICATED GIRCUIT CAPACITX!N DIVISIC)h1 16'S PANEL80ARDS. ALL WIRING,GONDUIT G. "FURNISH"MEANB TC3"SUPPLY"ANQ USUALLY REFERS TC?AN ITEM OF EQUIPMENT. ` a. 31ZE 2"AND SMALLER: ANY OF THE FOLLOWING:
AND E�ECTRIGA[.DEVICES DOWNSTREAM OF THE PANELBOARE3S IS THE i ` 48. SCHEDULED EXTERNAL STATIC PRESSURES INCtUDE: {i) STEEL PIPE,SCHEDULE 40 WtTH 125 PSI GAST IRON 7HREADER '
RESP4NSIBI�ITY OF TNE DIi(MSiON 15 TRADE REQUIRING THE POWER UNLESS �• "�M�r�-�-"MEANS TO"SET IIV PLACE,CQNNEGT ANQ P1.ACE 1N FULL OPERATIONAL FITTINGS. M�G'E"'��t�I G�L
OTHERWISE SHQWN C�N THE ELEGTRICAL DRAWINGS. ORDER". A. R.A.PATH FROM R(}OM GRILLE QR REGISTER T4 INL.ET OF UNIT. (ii) COPPER TUBE,HARD TEMPER,TYPE L WITH WROUGHT GOPPER ����'�)��..�.����
B. SA.PATFf.FRdM QISCHARGE OF UN1T TO SUPPLY DEVlCE INTQ SPACE. F17TINGS,WlTH 95-.ri T'IN-ANTIMONY SOLDER FOR GtJPPER TUBE
�1. SUSPEND EACH TRADE'S WURK SEPARATELY FRt1M THE STRUGTURE. DUCNVORK 1. "PROVIDE"MEANS TQ"�11RM8H AND INSTA�L'. C. D(SCHARGE CONDITlON"SYSTEM EFFECT"FOR CCINFIGURATION SHOWN ON JOlNTS.
SHAI_L BE HELD TIGNT TQ STRUCTURE EXCEPT WHERE U�'HERWISE SHQWN, y DRAW(NGS. b. SIZE 2-112"AND LARGER: STEEL P(PE,SCNEDULE 40 WITH ANY OF THE
J. "EQUNALENT"MEANS"MEETS THE SPEGIFIGATIO►VS OF TNE REFERENGE FOLL4WING FITTtNGS:
22. INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURER'S PRODUCT OR{TEM IN ALL SiGNIFICANT ASPECTS" SIGNiF1CANT ASPEGTS SHALL 49. FAN�TATiG PRESBURE CAPABILITY SHALL INCLUDE SCHEDULED EXT'ERNA�STATIC (i) BtACK STEEI.STANDARD WROUGHT BUTI"1NEL.D.
REGOMMENDA7IQNS UNLESS SPECIFICALLY INDICATED OTHERWlSE QR WHERE L.00AL ��AS DETERMINEC3 BY THE ARCHITECTIENG{NEER. PRESSURE PLUS SCHEDULED STATIC RRESSURE VALUES FUR COILS,FILTERS,ETC. (ii) 125 l.B CAST IRON FLANGED.
�ODES OR REGULATIQNS T�PRE�EDENCE. PLUS STATIC PRESSURE IMPOSED BY UNIT ENCLC}SURE CONFIGURATION. (ilf) MAL�EABLE OR DUGTILE IRON GRCIOVED PIPE F17TINGS,DESIGNED
K. "WORK BY OTHER(S)DIVlS10NS","RE: DIVISION",ANC�SIMILAR EXPRESSIONS FGR CUT GRC3QVED JO(NT.
28. PROVIdE MANUFACTURER'S RECQMMENdED SERVlC�CLEARANCE ALL AROUND Ai..L MEANS WORK TQ BE PERFORMED UNDER THE CONTRACT DOCUMENTS,8UT NOT LOUYER3:
ECtUIRMENT REQUtRiNG SAME. NEGES5ARILY UNDER THE bIVIS10N OR SECTION OF THE WORIC QN WNICH TNE 5Q. A�L LOWERS LOCATE�ON EXTERIOR WALLS SHALL BE PRObIDED BY PROVIDED BY 58. MECHANICAt.INSUtAT10N:
NOTE APPEARS. IT IS THE CANTRACTQR'S SOLE RESPONSIBILITY TO CAQRDINATE DIVISIQN 15. REQUIRED�OUVER FREE AREAS ARE INDICAIED ON DIViSIGN 15
24. PRf3VIDE FOR SAFE GC?NDUGT OF TH�INORK*CAREFUL REMOVAL.AND DISPQSITIqN TNE WORK OF THE CQN7RACT BETWEEIV HIS/HER SUPPLIERS,SUBCQNTRAGTORS DRAWiNGS, IT1S THE RE3PONSIBIL.ITY t�F THIS CONTRAGTCiR TO CONFIRM THAT THE A. MATERiALS:
QF MATERIA�S AND PRC?TECTION+IJF PROPER'iY WHICH t3 TC}REMAlN UN�ISTURBED. AND EMPLO1fEES. IF'CLARIFICATION IS REQUIREt�,CONSULT REQUIRED PREE AREA HAS BEEN PROVIDED,PRIOR TO CUNNECTION TO THAT
ARGHITECTlENGINEER BEFCfRE SUBMITTING BID, _ ; LOUVER. DIVISIt3N 15 SHALL PROVtdE ALL LOUVER PLENUMS. {1) SEAL AL.L PIPING WNICM IS NOF2MALLY CfJ4DER THAN AMBIENT WITH VAPOR
25, PRCIVIDE ACCESS DOORS FOR ALL EQU(PMENT,VALVES,GLEANOUTS.ACTUATQRS , � , ` BARRIER RATED MASTIC. .•..• •'..".
AND CONTROLS WH1GH REQU[FtE ACCES�FQR ADJUSTMENT OR SERVICING AND . �-� BY INFERENCE,ANY REFERENCE TO A"CONTRAC�'QR"aR"SUB-CONTRACTQR" STRUCTURE: (2) TYPE A: FIBERGLASS PIPE INSkIi.A?ION W17H SEL�AC?HESIVE A��SERVICE
WHICM ARE�.00ATED IN QTHERWISE UNACGESSIBLE LOCATIt�NS. MEA�1S THE EN71TY WFiICH HAS CQNTRACTED WITH THE OWNER FOR THE WORK 51, DO NC)T PENETRATE ANY STRUCTURAl.MEMB�RS OR PRE-CAST CONCRETE UNLESS VAPOR BARRIER JAGKET. FITfINGS iNSULATED WITH FIBERGIASS iNSER7S IN
- �F THE CONTRAGT DOCl1MENT3. � OTHERWISE SPECIFICA�LY NOTED tJN THE DRAWINGS,OR PE2E-APPRCJVED BY THE PVC FITTlNG COVERS. ALL MATERIALS FI.AME SPREAD 25,SMOKE
A. FOt2 EQUiPMENT LCtCATED IN"ACCESSIBLE LOGATtQiVS"SUGN AS LAY 1N ` � STRUCTURAL ENGiNEER. DEVEl.4PED 50.
CEM`iNGS. LC?GATE EQUIPMENT TO PRQV@E ADEQUATE SERVICE CLEARANCE M, `ENGiNEER"MEANS THE DESIGN PROFES51tJNAL�IRM WHICH HAS PREPARED (3) TYPE B: FLEXIBLE ELASTOMERIC CLOSED CELL PIPE INSULATtON,FLAM�
Ft7R NORMAt_MAINTENANCE WITHC?UT REMOVING ARGMTECTURAL,ELEG1"RICAL TNESE CONTRACT DOCUMENTS,AL.t.QUESTIONS,�SUBMITTA�S,E?C.C!F THIS 52. ALL EQUiPMENT SUPPORTS BHAL�BE AITACHED T!0 THE�t7AD BEARlNG MEMBERS OF SPREAD 25,SMOKE DEVELOPED 50. M-E Engineers, It1C.
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PUMP SCHEDULE
�; MANUFACTURERf HEAD NPSH PUMP 1/18RATION ISOLATIt�N ELECTRICAL SUC71(}N DIFFUSER �UCTI4N DISCHARGE NdTES
CQDE MODE�. N0. SERVICE GPM (FT) RPM (FT) EFF. TYPE STATIC DEFL. NP VO�T PH NZ YESfN� SIZE SIZE A B C D E F
�f P--1 GRUNDFOS UP� 40--80f4 F�� �� ��� � � � � BOILER B-1 25.0 15 3426 - 47.6� - � - 1�2 115 1 60 NO �" 2" 1 4 3 0 2 2
�; P-2 GRUNDFOS UPS 4fl-80/4 F BOILER 8--2 25.0 15 3426 - 47.6% - -- 1/2 115 1 60 NO 2" 2" 1 4 3 Q 2 2
;' - - - - _
P-3 GRUNDF4S MAGNA 65-120 F HEATfNG SYSTEM 50.t? 30 900 W 230 1 60 NO 2--1 j2" 2-1/2" 1 4 3 0 1 2,5
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' GENERAL NOTES
£' 1. FOR PUMP WEIGHTS WITH INTERIA BA5ES, ADD 2 TIMES THE PUMP WEIGHT FOft THE 1NERTA BASE.
�F 2. PREMIUM EFFICIENCY MOTORS. I5�'J'U�:
� 3. FOR PARALLE� PUMP APPLlCAT10NS MANUFACTURER SNA�L REYIEW SINGLE PUMP �PERATON SUCH THAT PUMP CAN OPERATE
F
� ANQ NC}T EXCEED THE END OPERAi`i0N POINT ON ThIE PUMP CURVE AND MOT�3R HP IS PROPERLY 5EL.ECTED TO PREVENT OVERLOADING.
k; 4. NPSHR AT SGHEDULED ORERATING PQINT SHA�L NOT EXCEED 0.8 TIME5 NPSHA.
�, , 5. REFER TO DRAWINGS TQ DETERMINE REQUlRED P11MP R07ATION. COOROINATE WITH MECHANICAL CQNTRACTOR PRIOR TO ORDERING.
� 6. N4N-QVERLOADlNG AT HORSEPQWER CURVE UNLESS NQTED OTNERWISE.
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` NOTE�
�, A. F1UiQ C. TYPE E. QUTY F. MISCEk�UWEOUS
¢
� 0. WATER 1. CLfJSE G4UPLED BASE MQUNTED CETRIFUGAL 1. VFD. EPDM COUPLER, INVERTER DUTY MOTOR, CONTROL�ER 1. OPERATI4N AS SINGL� PUMP IN PARAI.�EL ARRANGEMENT
� 1. 30� PROPYLENE GLYCOL 2. FL.EXIB�E COUPL.EQ BASE MaUNTED CENTRIFUGA� 2. CQNSTANT SPEED 2, PRIMARYjSTANDBY OR SING�E PUMP OPERATIfJN
� 2. 35% PROPYLENE GLYCQL 3. IN-L.INE, HORIZQNTAL SHAFT CENTRiFtlGA� 3. INJEC710N PUMP 3, PROVIDE SPARE MOT�7R
� 3. 5D� FROFYLENE G�YC4L 4. IN--LINE, VERTICAL SHAFf CENTRIFUGAL 4. ALL BR4NZE CONSTRUCTIQN
; 5. STEAM CONDENSATE REfURN 5. DDC It�TERFACE MO�ULE
�° B. FL.UID TEMPERATURE 6. EMERGENCY P(?WER
�' 1. 45' F Q. MDUNTING 7. FLUSHED SINGLE TUNGSTEN CAR8IDE SEAL WiT`M �ILTER aN
x 2. 80' F 0. N4NE FLUSH LINE (CWS)
s 3. 12Q' F 1. NEOPRENE PAQS 8. ALL 316SS SHAFT, IMPE�LER, ALL WE7TED PARTS, TEFLON PACKING
� 4, 145' F 2. 4 POIN7 ISOLATtJRS 9. FACTORY MOUM'ED CONTRtJI. PANEL, WATER l.EVEL GAUGE. DIAL
� 5. 180` F 3, C4NCRE�'E INERTIA BASE THERMQMEfER, DISCHARGE PRESSURE GAUGE. II�LEi' STAINER,
� 4, IN-�..INE STARTER, ALTERNAT�JR
�
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' BRAZED P�ATE HEAT EXCHAN�ER
� PRIMARY SIdE �t7AD SIDE .�-�.�
MANUFACTURERf SYSTEM 4UTPUT EWT LWT PRES5. EWf L.WT PRES5. NC?. S1ZE WEIGHT
�� �
� CaDE MODE� N0. SERVED CAP� (BTUH} F1UID TYPE {'F} ('F) GPM DROP (PS1) FLUID TYPE ('F) (`F) GPM DROP (PSI� PI.ATES W"� L"x D" {LBS� NOTES
k HX-1 TACQ TFP5X12-20 SNOWMELT 150,000 303� PROPYLENE GLYCOL 145 120 10.3 1.6 509� PRtJPYLENE GLYCOC 95 120 1{I.8 2.8 -- 4.9x12.2x�.2 9.6 - �`�,
HX--2 TACO TMP5X'�2-1 tI EXIST. SPA 100,000 30% PR(?PY�ENE GLYCO� 145 120 8.6 0.4 WATER 100 112 16.0 0.3 10 4.�xi 2.2x1.3 6,4 D � l�
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' ` GENERAL NQTES
1. BRAZE MATERIAL: NICKEL. �
� �� 2. MAX. WOF2KkNG TEMPERATl1RE: 350` F. --� --�
� 3. MIN. WORKING TEMPEF2ATURE: --425' F. ��/
' '' 4. MAX. WORKING PRESSURE: 150 PSI, l�
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NOTES � � �
A, EXiSTING POdL HEA7 EXCHANGER TQ BE RE-USE�. � "'� �
B. E X I S T I N G S P A H E A T E X C H A N G E R T O B E R E-U S E D. � ..�..� �
C. NEW SPA HEAT EXCHANGER TU BE PR�V{DED BY PQOL GONTRACTQR. � �.. (�
0. PLATE MATERIAL: MARINE STAIN�ESS ALL4Y. � � �
3 � � �
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FAN �OIL S�HEDULE HYDRONIC BCJILER �CNEDU�E • ��� •�
C ) � �
FAN MIN HEATING CC31L ELECTRICAL MANUFACTURERj INPUT OUTPUT BOILER EL.ECTRICA� EXHAUST INT'A�CE GAS WEIGHT MOTES �4 � � �
MANUFACTURER/ � ESF QA EAT WPD APp NOTES CODE MQDEL N4, SERV(CE (MBH)(S.L,) {M8H}(ALT.) GPM HP VOLT PH HZ DIA (IN.) i�1A {1N.} PRESSURE (PSIG} (LBS.} A B C D `�� � �
C4C�E MODEI. N�. AREA SERVEQ CFM IN. CFM F MBH GPM ROW FT FT HP VOLT PH FLA A B C D fiRIANGLE TtJBE �
FCU-1 ENVIRO-TEG H-20 LOBBY 1,8t�0 0.5 - 55 74.3 5.2 2 4.6 0.1 3j4 115 1 1fl.6 1 4 1 0 B-1 PRESTIGE SOLO 399 SYSTEM HEATING 399 300 25 - 120 1 60 4 4 1C? 20C� 1 2 2 1,6 �---
TRIANG�E Tk1BE ,�-
GENERAL NQTES F B-2 PRESTIGE SQLO 399 SYSTEM HEATlNG 399 300 �5 -- 120 1 60 4 4 1Q 200 1 2 2 1,6 -
1. HEATING WATER: EWT: 145 F, �WT= 115 F, 30%I�RQPYLENE GLYCOL. \��
3. PR4VlDE 1" TNRaW AWAY FI�TER5, � `
3. SCHEDULED FAN VAI.UES (CFM, SP AND HP} ARE# AGTUA� AT Al.TITUDE. MOTOR HP HAS BEEN ADJUSTED FROM SEA LEVEL
C4NDITIONS FOR C?PERATION AT JQBSITE ELEVATION. JQBSITE ELEVATION = �rH6�F. ��QQ�'�" GENERAt. NOTES
4. MAXIMUM VItP[� SNALL. N4T EXCEED 5 FT AT GPM SCHEDULER. 1. EVNT = 115' F, LWT = 145` F.
'; • 2, JOBSITE ELEVATI�N= +4}686M•F���1;�?'�C" �
NaTES: � _� 3. FUEL TYPE = NATURAL GAS.
A. FLUID B. �SPECIAl. COATIN6S D. ARRANGEMENT 4. OPERATIN� WEIGHT INDICATEQ 1N �BS.
t7. WATER � 0. N�NE 0. H(?RIZONTAL EXPOSEd CABiNEf �, RELIEF VA�VE SETPDINT IS 30 PStG. �
1. 3Q% PROPYLENE GI.YCOL � 1. PHENOLIC 1. HQRIZONTA� CONCEALED
2. 3596 PROPYLENE GL.YCOL = ' 6. OVERSIZE BURNER (AND iNCREASE SECTIONS) T4 OBTAIN SPECIFIED QU7PUT AT ALTITUDE.
3. 50% PROPYLENE GLYCOL C. ;OPTIONS EQUIVALENT CFH AT ALfiiTUDE IS APPROX. 733.
! £}. NONE ?. PROYIDE CONTROL TRANSFORMER ANQ STARTEft.
< 1. 1" THRC?W AWAY FILTER 8. PROVIDE REQUIRED STATE PERMITS AND INSPECTI{?NS.
k ,; NOTES:
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A. FLUID B. BURNER C. ACCESS4RIES D. MISCELLANEOUS
0. WATER 1. HIjL.O F1RE 0. NONE 0. N4NE
° 1. 309� RROPYL�NE G�YC4l� 2. MODULATING 1. 30 PPPM LfJ NOK 'I. HOT WATER
�
� 2. 35% PROPYLENE GLYCOL 2, DDC lNTERFACE MODULE 2. S°rEAM
� 3, 50l PROPYLENE GLYCOL ,3, BAROMETRIC DAMPER 3. t7N� SID� TUBE PULL p'�;`�� �����,�
....... s
4. PRQBE L WCO 4. END TUBE PUI.�. ��,�'„��'�"" `��� ��,�
5. FUL.L. LWCa 5, BACK OUTLET FLUE ;� 33�4 �°�
fi. SE PA R A T E R G C?M 8 U S 7 1 4 N C H A M B E R 6. TC7P F�.UE CflNNEGTiON �* �` ��, -�
7, FLt1W SWITCH 7. LOW NQX
t 8. PUMPDOWN DELAY RELAY �� /� �� ��# �
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WAT E R H EAT E R ��H E C�U L E �c�+�nu�.��
MANUFACTURERf REMqRKS
CODE MODEL Na, SERVICE 5TORAGE (GAl..S) REGOVERY (80 TR) INPUT {BTUH}
DWH-1,2 TURBOMAX 109A QOMESTIC WATER 119 527 GAL. HR 3�O,OOQ 1
GENERAI. NOTES;
� A. CAPAClTIES SHOWN AT �#� F�+f�? f'{'
' REMARK NOTES
1, ASME RATED TANK
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NC3RTN
MECHANICA� KEYED NOTES: DEMOLITION KEYED NOTES: ��� ��
Q Ct�NNEGT 18X16 SA TO EXISTING SUPPLY AIR �1 WATER SOFTENING SYSTEM C�MPC}NENTS TO SE ,,,�?�.«�'�"�,'*���.�
DISTft6BUTI0N DUCTS. FIE�Q VERIFY EXAGT SIZE 8c REM4VED AND STQRED FOR FUTI,IRE USE. ����'' '������9�
LOCATI�N.
�2 CONNECT NEW 24X12 RA TO EXISTiNG RETURN A1R �2 EXISTING WATEt� HEATER AND ASSOCIA7ED PIPING �s��� � *;
1'0 BE f�EMOVEi�. ST�RE WATER HEATER FOR
DUCT. FIE�D VERIF'`( EXAGT SlZE & LOCATION. FUTURE USE. w' '�/ p..*'�
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�3 WATER SQFTENING EQUIPMENT TO BE RELOGATED �3 EXI5TlNG DOMESTIC WELL EQUIPMENT TO REMAIN. � �
BE�OW FAN CQIL UNIT. CONNECTEa TQ DOMESTIC PR�TECT FRQM DAMAGE DURING COI�STRUGTION. . �
WATER SYSTEM BY WATER TREATMENT SPECIAL.IST. � ��" �°� ;:A�`'�
� EXISTING WA'TER HEA`lER T� BE REMOVED AND
4 4" F�UE AND 4" CaMSUS110N AIR UP (TYP. 2)
D(SCARDED, �r�tS�M�NT
TERMINAI`E AT RQOF WI7H CflNCENTRIC FLUE ���,}-{,�'N��,,3�L,
TERMINATIQN KIT FROM MANUFACTURER. �5 EXISTING H4T WATER Sl'ORAGE TANKS Ta 8E �,����-�.,
� CONNECT 3f4'� SMS 8c R TtJ (E) SYSTEM. REMOVEQ ANR DlSCARDED.
C�6 CONNECT 2" SPA SUPPLY & RETURN T{� (E) LINES. � EXISTING GAS �IRED FURNACE AND FLUE TO �E
REMOVEa AND DISCARDED. SUPPLY AND RETURN
DUCTS Tt7 BE REMOVED TO PERIMETER OF R�OM
AND CAPP�D DURING CONSTRUCTIC3N.
GENEI�AL. I�IOTES: ��7 ENTIRE FLUE TO BE REMOVED AND DISCARDED.
9. PR4VIDE 4" CONGRETE HOUSEKEEPING PAt3S
UNDER ALL FL40R MOUNTED EQUIPMENT.
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r ( NOT ALL SYMBOLS tJSTED BELOW ARE BEING USED IN THIS SE7 OF PLUMBING DRAWINGS }
GENERAL PLUMBING GONTRAG7 REC�UIREMENT�: � = s��ao� AseR aESC��p�noN s�sa� �ea o�scRiR�noN s�so� ,�e�� o�sc�iP�orv
� ` MEDICAL FITTINGS; SY,MHOIS:
1. THE GENERAI�PLUMBING REQUtREMENTS 4N SHEET P0.1 PERTAIN TO THE WORK 19, i'{PING: SECTIOt� N0.
QF THtS DIVISION. Fi < ---MA MA MEDICAL AIR {,�--- ELBOW UP �
� a. PIPE INSTALLATIt3N: SECTION VIEW
2. PREPARE SHQP DRAWINGS OF ALL NEW Wt'�RK(INCLUDING SLEEVE LOCATItJNS) � i -O 0 OXYGEN � EL80W QOWN SHEET N0,
TQ YERIFY LOCATIONS AND CQORDIhIATIUN OF WOt2K BETWEEN TRADES PRIOR �, (1} A�L PIPING SHALL BE ADEQUATELY SUPPORTED FROM THE BUILDING �______
TQ INSTA[.LATION. s STRUCTURE TO PREVENT SAGGING,POCKETING,SWAYING OR -yA�� YAC VACUUM --Q-- TEE UP I '�'',,,,s'�`J�J�:
� DISPLACEMENT BY MEANS OF MANGERS AND SUPPQRTS, FIPING 1S NOT � QEfAIL
& ALL DRAIN GRATE3,CLEANOUT COVERS,AND QTHER FINISHEQ,EXPQSED # TO BE SUPPORTED BY EQUIPMENT, M� DESIGNAl10N
GOMPONENTS SHALL BE PR4TEGTED,FRQM DAMAGE. DAMAGED COMPONENTS $; (2) PRQVIDE DIELECTRIC Ul�IONS BEIWEEN D(SSIMILAR MATERIALS. --NO NO NlTROUS OXIDE ^ �� ppyy�
SHALL B�REPLACED BY C(3NTRACT{?R AT N�J A�DITIONAL.CC)ST TC?7HE ;; (8) PROVIDE MANUAL AiFt VENTS AND CAPPED HOSE-END DRAINS WITH
CONTRACT. g ISOLATIC}N VALVES A?PIPING HIGH AND L4W POINTS. ---o G NAT. GAS OUTLE7 _� ���G cAP OR
` ' (4) WELD PIRE IN ACCORDANCE WITH APP�iCABLE CODES AND STANDARDS. �
4, COQRDIf�ATE RQUTING 4F�4LL PLUMBING PIPING SE�t3W SLAB WITH WELDERS SHALL BE GERTIFIED FOR"TYPE OF WORK BEING PERFORMED. � EQUIPMENT
STRUGTURA�GRADE BEAMS,TIE BEPiMS�, ETG.ALl.C3W FOR REROUTING QF PiPING (5} FLUSH OUT PIPING AND REMfJVE CONTRQL DEVICES BEFORE ---�► 0 OXYGEN OUTLET --�-•- GC GAS COCK DESIGNA110N
AS REQUIRED. � ��, P�R�ORMING PRESSURE TEST. DO NOT USE PIPING SYSTEM VAL.VES TO �
� 150LATE SECTIONS WHERE TEST PRESSURE EXCEEDS VALVE PRESSURE �����_�
5. ALL REQUlREQ OPENINGS 1N CQNCRETE BEAMS AND STRUCT`URAL WALLS ARE # RATtNG. PRESSURIZE PIPING AT 1 W pSIG.1F�EAKAGE tS QBSERVER CIR -G Y VACUUM OUTLET ---�I C4 CL�4NOUT PLUG
TO BE ACCOMPLI$NED USING S�EE1/ES PROPER[.Y SIZE�FOR THE PIPE THEI( � IF TEMPERATURE COMPENSATED PRESSURE DROP EXCEEDS 1°la OF MEDICAL (1__L,_ HB NOSE 81BB, �i -�� SHEET KEY NOIES
SERVE. CORE DRILLING IN BEAMS IS�VOT ALLC�WED. COR�DRII.LING IN RANS IS � � TEST PRESSURE�RERAIR LEAKS AND RETEST. `-"-� �A AIR OUILET Lf��-i'- �--• �
yy� YVALI., NYDRANT �
ALLOWED UPC?N PRIOR APPROVAL 4E ARCHITECT ANQ STRUCTIJRAL ENGINEER. , (6} PLAS7IC PIPE: AIR PRESSURE TEST ALL PLASTIC PIPE AND PEX P1PE POINT OF CONN.
� � SYSTEMS ACC4RDING TO MANUFACTURER'S tNSTRUCTI(?NS. ---_p Mp MED AtR OUTI.ET __.�___ Vp VACUUM BREAKER �'"�,, p�� {���N• NEW SO
6. HQRIZONTAL STORM AND SANITAF2Y PIPING IN GEiLING SHALL RUN AT A SLOPE a. DO NOT USE AIR RRESSURE TCl TES7 PVG OR CPVC PIPE. EXiS11NG
OF'1/4"PER FOOT MINIMUM FOR 3"AND SMALLER PIPING. 4"AND LARGER PIPING �' � (7} PROVIDE SUPPORT UNDER ELBOWS ON PUMP SUC710N AND DISCHARGE p�
SHALL RUN AT'It$"PER FOOT MtNIMUM. � L(��g. SPRpYKLER POD POINT C�"
{8} A�L S7RAINERS SHALL BE FURNISHED WITM A"ROUGHING"3CREEN AND �3[EADS Q RD ROOF' DRA�W � �""+ D�SCONNEC110W
7. REFERENCE GIVIL DIVISICIN DRAWINGS FOR REQUIRED PUINT OF CONNECTION �" � TWO(2}SCREENS FOR NORMAL QPERATION. INSTALL STRAINER WITH EXISTING SPRIt�KLE 4VERFLOW ARROW iN01CAlES
ANQ INVERT REQUIREMENTS. !N GENERAL TNE POINT O�CONNECTION IS AT A � a ROUGNING SCREEN AND OPERATE SYSTEM FUFt 24 HOURS MINIMUM � MEAD TO REMAIN � �� ROOF DRA1N � n������� dF �-��
POINT 5 FEET C?UTSIDE OF BUILDING FQC}TPRINT. CQNFQRM WORK TO MEET � (RUN DOMESTlC WATER SYSTEMS AT MAX FLOW FOR A MtNiMUM OF ONE
EXIS7tNG 5PRINKIER DOWNSPOUT UP_ RISE �N DIR��TI�I
INVERT Et��VATIONS ON GIViL PLRNS,' : � HALF(112}HQUR. REMQVE ROUGHIIVG SGREEN AND 1NSTAL�NORMAL. � HEAD 70 RELOCATEQ � DSN ���Z� OF' FLOW
f SCREEN,AFTER TWO WEEKS OF NQRMAt.OPERATION INSTALL NEW EXIS7ING pW� DRQR IN DlREC11AN
8. CAP ALL SANiTARY AND ST{)RM TE�S FOR FUTURE BRANCH PIPING AND STAKE z ! NORMAL SCREEN. � SPR{NKt�R HEAD SHQCK ARREST4R
L�A710N QF PIPING FOR CONNECTION TO FUTURE BRANCH LINEB. � ` � TO NEW �QCAl10N �'' "� w/� ��-� �� �'�W
� 8, PIPE A[VD FITTINGS: NEW SPRINKt_ER
9. ALL UIVDERGRC?UNQ METALLIC GAS,SANITARY AND STQRM PIPING SHA�L.BE � �A HEAD TO MATCH C� FD FLOOR DRAIN � °� 7}���I�'� g�,p��
WRAPPED WITN 8 MIL PQ�.YETHY�ENE PLAS7IC.R�.SECTION 15410. {1) DOMESTIG WATER,SIZE THREE INCH AND UNDER; EX( TiNG
[7N QQWN ��
a. PtPE: COPPER TUBE,HARD TEMPER,TYPE L. FIPING. 0 AD AREA DRAIN AFF ABQVE F1N. PLOOR
10. N4 DOMESTIC WATER�INEB SHALL BE L.C)CATED EXPOSED IN FINISHED SPACES b. FETTlNGS: WRC}UGHT COPPER,OR CAS7 BRONZE. ----(E}--- (E) EXIS7ING PlPlNG
OR BELOW TNE�t11LDING SLAB UNLESS SHOWN QTHERWISE QN THE DRAWINGS, g c. SQLDER; 95-5 TIN-ANTIMONY. AFG ABOVE FIN. GRADE
� �� p i� EXISTING PtPING � � FGO Fl.OQR, CLEANQUT ����
' d. SE�QW GROUND: TYPE K"ANNEALED-MIN:4 X RADIUS TdCl�MADE Tti g� �EMp�p GCO GRADE CLEANOUT TOP 'TOP 0�" PIPE (AFF}
11. WHERE SNOWN,MINlMlZE TH�NUMBER OF Jt?INTS ON ANY PRESSURIZED PIPING ; CHANGES IN DIREGl'[ON-WITH NO BELOW GRADE FITTINGS.
BELOW CONGRETE SLABS. ALL BELOV1l GRADE PIPING Tt7 BE PRESSURE TESTED ; � (2) Sp1�AND VEN7 PIPING,ALI_SIZES; - �y y DOMESTIC WCO WAL� CLEANOUT BOP 80T. OF PIPE �(AFF)
AND WI7NESSED BY ARCHITEGT BEFQRE BA�KFILLING, � � a. ABOVE GROUND: ANY{�E 7HE FOLLQWING: ---CYI�- COLD WATER �� CfJ CLEANOUT PLUG I.E. 1NYERT EL�VAl10N
� ; (i) CABT IRON HUB AND SPf�OT,NEOPRENE GASKET. --- �w pOMESTiC
12, tN ADDITION TQ TNE CE�EANOUT LOCA`TIONS SHOWN ON DRAWINGS,PROVIDE �. (ii) CABT IRON NO HUB,NEOPRENE GASKET AND STAINLESS STEEL -HW MOT WATER �I�- VTR VENT TWRU RQOF VE'3�` VENT BEI.OW FLOOR
ADDITI4NAL CLEANQUTS AT: � � SLEEVE JOlNT,
� ; b. CQUPLINGS SHALL BE HEAVY DUTY,ALL STAINLESS STEEL:3"WIDE °'--T T TEMPERED WATER VpyyES; NTS NOT TQ SCALE
A, EACH RUN OF PIPING WHIGH IS MORE THAN 100�EET IN LENGTH C?R � 304 STAINLESS S7EEL SHIELD;(4}MiNIMUM STAINLESS STEEL DOMESIIC HOT G� GATE YALVE (�a (E} EXISTING � �
FRACTIQN THEREOF, � , CLAMPS;FIXEt3 AND"FLOATING"EYELET. �T�! �WC
{i) T4RQUE TQ MINIMUM 301NGH POUNDS PER MANUFACTURER'S 'H�� W��� CIRCULATING �.��� �.� �� ��� {�� ��w
SANITARY WASTE '""�i� OS8cY YaCE �
B, HORIZONTAI.LINES FC}R EACN AGGREGATE GHANGE OF DIRECTION � : RECOMMENDATION. --SAN- S�N ABaVE FL.00R t�� ��� ���Q� �� �
� EXCEEC�ING 135 D�GREES. � RE�.00A`TE
� q (ii) HUSKY SERIES 400f}4R EQUIVAL.ENT BY CIAMP AI_L.. SANITARY WASTE ---174� �� ���IN YALVE W/ ���
� ; (iii} DVW COPPER WlTH DWV FITTtNGS,SOLDEFt JOINT. -SAN--- ��'� gQpyy �pp� HOSE ENO CONN. "'° �
C. AT THE BASE QF ALL WASTE AND'V�NT RISERS.ALL VERTICA�CLEANOUTS � c. UNDER GROUND: � Q
SHA�L BE S12ED T(�ACCOMMC?DATE THE l.ARGEST PIPE QN THA7 BRANCH GREASE WASTE � BAI.L. VALVE WJ �
�INE,BUT NEVER LARGER TMAN 4". ; (i} CAST MRON HUB ANC�SP1GtJT,NEOPRENE GASKET. "'""'�1i�'-""" �W g�„pyy �pp� HOSE CONIVECTI4N �
� ; (3) GAS PIPING: V Y SANITARY VENT ��/ � �
a. SIZE 2"AND SMALLER: SCHEDt1LE 40 87EEL WITH 150 PSI CAST-lRON � �� I N D I C A l 1 0 N O F F 1 4 W t� n L
13. NO�AS LINES SHALt�BE LOGATED BELQW BUILDtNG�LAB. AL�,GAS PIPING IN AIR =� � THREADED FITTINGS. --ST �T ABOVE FLOOR � DIREC710N � ��- O
P L.E N U M S T O B E W E L.C 3 E D � : b. S I Z E 2-1 1 2"A N D L A R G E R: S C H E D U L E 4 Q S T E E L W 1 T H S T A N D A R D
� PRV PRESSUCtE � � �
� ; WROUGHT,BUTT W�LDED F(TCINGS. gT STQRM PIPING REl7UCING VALVE A, �/
1 4. P R G I V I D E I S O L A T(O N V A t_V E S O N A L�P i P I t V G S E R V I N G H O S E B I B B S. °�5� BELOW FL40R � �� �
� 2p. MECHAN(CAt�INSULATION: S SY SC1tfN01C� VALVE
STORM OYERFLQW
15. ANY ELECTRICAL SPAGE NtJT GONS`fff�UCTED WITH A SUB-ROOF WHtCM MAY � -f3D �� A801tE FLOOR � �-- -.
HAVE PLUMBING PIPING AT THE CEILICVG OF THESE SPACES SMALI.HAVE A DRIP � A. MATERIALS: FC AUTI� FLOW CONTR�.. � °"'
S70RM OVERFL4W
PAN INSTALL�D BELOW TNE PIPING. [3RIP PANS SHAL�BE 1.5 TIMES THE WIDTH � � pp FCy yALyE�W/ '(EST �--
� i --'OD BELOW E`L.00R -�"- � ��
QP 7HE PIPING SERVEb WITH A MINIMt1M OF 2 HIGH SIDES. DRIP PANS SHA�L.BE � (1} SEAL ALI.PIPING WHIGH IS NORMA�LY COLDER THAN AMBIENT WITH ���� ,� � �
SUSPENDED FROM THEPIPING SERVED SHA�G SLOPE AT A MINIMUM 1i8"/FT. QRIP � � VAPOR BARRIER RA7EQ MAST(G. ---G G NATURAL GAS �
P"ANS SHALL DISGHARGE WITH MIN.1=1/2"DR Tt)F�Qt3R dRAINS. � x {2} TYPE A: FIBERGLASS PIPE tNSULATiON WITH SELF ADHESIVE ALL F F FIRE C} �S CIRCUIT SETTER �� Z
SERVICE VAPOR BARRIER JACKET. FITTiNGS INSULATED WIT`H -DR DR EQUlP. DRAIN GLdBE VA�VE
A. DtJ NOT LQCATE PIPING QIRECTLY ABOVE ANY E�EGTRtCAL EQUIPMENT IN FIBERGtASS INSERTS IN PVC FITTING COVERS. ALL MATER(ALS FLAME A A COMPRESSEO AIR _�R ��� t��AiGHT (�
E�ECTf21GAL ROQMS. SPREAD 25,SMOKE DEVELQPED 50. �'�T���
(3} TYPE B: FLEXIBL.E ELASTQMERIC CLOSED CELL FIPE INSULAT(ON,FLAME �2 �� P�pE SIZEf ��V GLOBE' YA�YE �
16. MAINTAIN D�SIGNATED PLUMBING FIXTURE HEADER SlZE�OR FULL BANK OF � ; SpREAD 25,SM4KE DEVELOPED 54. � �'�p� �'� (ANGLE PATfERN} �
FIXTURES. � (4) TYPE C; FLEXIBLE FIBERGLASS BLANKET WI7H REINFORCED j/ �
BUTTERFLY `��JJ
� i�� KRAFI7ALUM[NUM FO(L VAPOR BARRIER FAGING. �-.a��.- BFY ��� !�.
17. PRQVIDE GA�VENTS EX'TENQINC GONTINUOUS�.Y FROM ALL INTERIOR GAS � (5} 7YPE D: SEMI-R(GID FIBERGLASS 84ARD WITH REINF4RCED VAPOR
REGULATCIRS TCl THE EXTERICIR OF T�iE BUILDiNG. TERMINATE AT AN APPROVED BARRIER FACING,3 lBS1CU.FT,DENSIiY. �. 8V eAt1. VAE.YE
L.00ATiON. SIZE VENTS SUCH THAT MINIMUM VENT SIZE(�OR VENT WHICN IS 10 ($) TYPE E: FiBERGLASS BONl7ED TO FLEXIBLE ALL SURFACE JACKET. FITTINGS:
FEET C1R LESS IN LENGTH)EQUALS RELIEF OUT�E7 PIPE SiZE. INCREASE VENT ; FIBERGLASS S�1T flR ORIENTED TQ ALLOW Ct?NFORMANCE TO RQUND E� EXPANSION AUT4MATie
PIPE SIZE CiNE P1PE SiZE FOR EVERY ADDITIQNAL TEN FEET C3F VENT PIPE � SURFACES. DENSITY 3 LBSICU.FT. ��� E"� JOINT .�� TGV IEMP. CONTROI.
LENGTH, � VA�VE 2-WAY
� B. APPLICAT(ON: AUTOMATIC
A. PROVIDE AN MSQLATION VALVE DC}WNS7REAM QF EVERY INTERIOR GAS ` `"��� U UNION � TCV IEMP, CON1ROl.
` VA�VE 3-WAY �
REGULATOR. �� � (1} ABOVE GROUNCf DOMESTI�COLD WATER.� �
` ' a, ALL SIZES�1l2"THIGK 7YPE A C1R B. -�QF-- PY PLUG YALVE
18, PROVIDE CORPER OF2 GALVANI2ED S'i'EEL CONDENSA7E DRAIN PIPING FROM ALI. (2} ABOVE GROUND DOMESTtC HOT WATER. THERMOMETER
HVAC EQUIPMENT DRAIN PANS TO SUITABL�E[3RAIN. ROUTE PIPING AT MIN.118" a. LESS THAN 2-112"-'1"TH1GK TYPE A OR B. W/THERMOWELI. � .�,R pR������R�
PER Ft�U7'SLOFE. RC1UT�GONCEA��D T4 NEAREST NQN-PUB�IC APPRQVEQ ; ' b. 2-1J2"AND GREATER-1-1/2"THICK TYPE A OR B. RELIEF' YALVE
RECEPTICAL. � `� ` (3} UNDERSLAB DOMEST(C HO'C WATER. ��
� a. AL�SIZES-1°TNICK TYPE B. � AV AIR VENT � VALVE !N RISER
A. SlZE CONDENSATE DRRCN P(PE(DR)AS fOLLOWS: PRt�VIDE THE LAf2GER �' `
PIPE DIAMETER BETWEEN» � ��� �� FLEXIBLE FIPE STRAINER Wf
(1} 'f4"PlPE. � � CONNECTt�R �� BLOW-OF�
{2) UNIT CONDENSATE DRAIN GONNEGTtON. ' � & CAPPED HOSE-
� �S F10W SMMTCH END CONNECTiON
(3} THE Gt7NRENSATE DRAIN PIPING SCNE�ULE ON THE DRAWINGS. � � �
� PRESSURE
� �, PS STEAM TRAP �� �'�
B. PROVIDE INDIRECT EQUIPMENT FtOOM FLGQR DRAINS FOR ALL MECHANICAL � SWITCH ""� �,P� �1,�
�#�*�watx��.,,.
ROQMS WHICH ARE SERVING AS Iv11XED AIR PLENUMS(I,E.MECHANIGA� r �'��• ��.�',�,�,�.''�'c<`
LEVEL FAN ROOMS}, ROUTE'DRAIN TO TRAF'PED AND VENTED DRAIN = �:�,y'�'� � '���
PRESSURE * *
OUTSIDE C?F R0t3M. DO NOT PROVIDE ANY TRAPPED PIXTURE IN � � ! �'� GAUG� WIGAUGE =� ���. � �`�t�
MECNANICAL ROQMS. � COCK ,c�" ,�`
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AND LENGTH OF ALL GONDENSING AIR MOVING EQUIPMENT ABOUE HARD � '
GEILtNGS. ROUTE DR PIPE TO NEAREST F�ETURN AiR CRILI.E, �
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4�Q � x 1. C�NTRACTOR SHAL� INSPECT SITE TO
� � MBH � � TMURQUGHLY FAMILARIZE HIMSEI.F WITH THE
� •••� AREA OF WORK. ANY DISCREPANGIES
ACGESSIBLE GAS � a BETiNEEN TH�SE DOCUMENT5 AND ACTUAL
SHUT-�FF VAI.VE ; C(JNDITlfJNS SHALL 8E REPORTED Tt3 THE
� FIREPLACE � = ARCNIT�GTfENGINEER FOR RES(7LU710N
, PRiC�R TO 81D PRICING. NQ EXTRAS WIl.L BE
1�z"(E} � ; A�i�OWED pUE TO �ACK OF KNOWLEDGE t�F
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,�;g� � � CO�KTOP
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1700 MBH � ;' MBM CC7NS7R C710N(71NTS PRI�R TO I��l��:
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LOAD � ', 3. FIXTURESN�QlJ PMENT� E��NECT AL�
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P2.0 NO SCALE �
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L.OAD.
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LEAVfNG M�CHANICAL RflQM. C�NTRACTOR
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� : PRESSURE TEST LINE PRIOR TO UPGRADE
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GAS L.QAD S C H E D lJ L{E � _ .t.�
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MBTUH lNPUT EQUIVALENT GFH
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EQUIPMENT �1 SEA LEVE�. � S1TE� ALTITUD� NOTES � � ri �
B-1 399 479 1 � �� 2 V UP TO AIR �
g ' ADMITTANCE VAI�VE � �
B-2 399 479 1 � � AT 7�--0" AFF� ��� �, l �
�IREPLACE 450 540 1 � " V � (�
COC}KTOP 5fl 60 1 = °� �-{E) 4" SAN � � .,� �
DRYER 20Q 240 1 � i
DRYER 2Q0 240 1 � ; 4 �,/ � �
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TC?TAL 1698 2Q38 2 PSf � 465 L� �. ° 5 � � —
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NC}TES: � ; ;> ,�� 3" SAN �;' �,��� �'� --- �
1. CFH BASED ON 833 BTU f 1000 CFH. � ; .� f _ `. � I.�.- =
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GENERAL PLUMBING GONTRACT REQUIREMEN7S: ° � �
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9. THE GENERAL PLUMBING REQUIREMENTS QN SHEET P'!.Q�'�RTAIN TO THE Wt)RK � °� �'��,r'`�
OF'THIS DIViSION. �
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2. COQRDINATE ROUTING OF RLL P�UMBING PIPING BELOW SLAB WITH , � �� �
STRUCTURAL GRA1�E BEAMS,TIE BEAMS,ETG.RLLOW FOR RERQU7ING OF PIPING �
AS REQllIRED. ��,
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3. AI�L REQUIRED CIPENINGS IN GONGR�TE BEAMS AN[7 STRU�TURAL UIIALLS ARE t�
TO BE AGCOMPL.ISHEC}t151NG SL�EEV�S PROPEf�LY SIZED�QR TNE PIPE i'HEY �,
SERVE. CORE DR(L�ING7N BEAMS IS NC)TAlLOWED. CQRE DRILLING IN PANS MS �*
ALLQWED tiPC?N PRIOR APPRdVAL 4F ARGHITECT AND STRUCTURAL ENGINEER. ��,
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4. ALL UNDERGRt�UND ME7ALLIC GAS SMALL 8E WRAPPED 1t1�ITM 8 MIL � : ��
PQLYETHYI.ENE PLASTIG. � "�
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5. Nt�GAS LINES SHALL BE L(}CATED BEL(�W BUILDING SIAB.;ALL GAS PIPING IN AIR � �''�,�� /, ��#���,�,1.P��,���y�
RLENUMS TO BE WELDED � s� � . t� r�* �3
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6. PIPING: � • ` � �'"
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A, PIPE INSTA[�lATION:
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(1) ALL PtPING SMAL�BE ADE4UATE�Y SUPPORT�D�ROM TNE BUf�DIN+C �" ,��� ��
STRUCTURE TU PREVENT SAGGING,PC1G1�T(NG,SWAY(NG C?R ��--� � ��
DISPLACEMENT BY MEANS UF HANGERS ANd SUP1'ORTS. PiPING i8 NOT
TO BE SUPPQRTED BY EQUlPMENT. $,���r��"�"
��� �ROVt��o���.�cr�tc u�v�o�s s��Era aiss�Mi�R nn��r�R�..s. �� �'LUM�3ING
(3) WELd PIPE IN ACCORDANCE WITH APPLICABLE G(3DES ANQ STANDARDS.
WELt�EFtS SHALL BE CERTIFIED FOF2 TYPE OF WORK�EiNG PERFdRMED. �L��S'
�. PIPEANb FITfINGS: , BASEMENT LEVEL PLUMBING PLAN
��> ��s�l��rv�: � P2.0 seAl�: � g –� –Q ���L./
a. SIZE 2"AND SMALLER: SGHEDULE 40 ST�EL WITH 150 PSI CAST IRQN
1`HREADED FtTfINGS. ` � ? � NQRTH
b. SIZE 2-'I/2"AND LARGER: SCHEDULE 40 STEEt»WITH STANDARD
WRC1t�GHT,BUTT WELDEQ FITTING3. �
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