HomeMy WebLinkAboutVail Das Schone Filing 3 Lot 2A Taco Bell.PDF_ !' ,_ . � -
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_� g e n e r a I n o t e s LEGAL TABLE SHEET INDEX
LEGAL JURiSClIC�ION T��"�N o� V/S� I L S ITE
�.,_ � �rior to starting construction the �eneral �ontractor and �ubcontractors _
B!lILDING COQE (q°) � u i�G
F ' shall be responsible for verify�ng requirements for registration, licensing, 8UI_DING ARE!� gO0 �,F, T�N�N? Plt-11��1 _
permits etc. prior to starting work on this project . �onstruCtion or S�ATING NO}.lE � � A"T �?AN�- u� G�UN'T�R� Co�/E2 �}-}EET �-
' fabrication of any item shall not begin uritil the c.ontractor nas received al �
; construction documents as well as any other documenta�ion from all permittin FIRE ZON� ✓� I ��TE I�L,a.t�l `-'
; and other regulatory agencies . Failure of the C;ontractor to tollow this "
— i proceedure shall cause the Contractor to assume full responsibilzt� includin PLANNINGZONE `V
� any costs for any subsequent modifications ot the work mandated by any OCCUPANCY �`3 �
a
regulatory agency or the Architect of record. �
� TYPE CON57RUCTION �� �
RE�UIREO PARKING N�'` L—"���
� . Lontractor or subcontractor snaii be responsible fo�n� verification oi � T----��--� �
� all setbacks and or easement locatlons before beginning construction. pROVIDED PARKING �ErZ �NOI�f�INC-f GENTEIQ �� �•
:s . Contractor or subcontractor shall notity appropriate utiiity company ot �
any work to be done on t�ne szte prior ta starting any work.
4 . � Ail work done outside property i?nes or leased space shall receive
. �-
written authoriza.tion and shail be in accordance witn requirements of the SO ILS REPORT � �
governing authorzty having �urisdiction. . ` �
[;��
5 . The General C;ontractor shall remove ail construction debris from the � ARCHITECTURAL ;��� ��. `
site anci pay ali ciump fees as requzred: �,,�', a-. �
b . liU IvuT S�AL� ANY Ul�fiWi�ti�S. 1�he draw?ngs �re reprociuctions and sub1ect to ?� I FLoo�, ���a�i �EMO �L�► N� GjGN�r�, i ,r��;T,o.l I.�
d?s t o r t�o n. �2 I N�rz I o rz ��,.�v/1-r�o ly� ?y'"�z�'",".�ry�
REPORT NO DATE G �
2:S,L.��i'i :r,w'y�
.LL a
7 . i'ne Archltect s:�all be Nu^1Ir 1�.0 IM:�EllIA1�ELY of any construction '
document de�icencies, errors etc. r-,�- � �I��c-�r=tG�Tiorl�
' - e ist�n utiiit as re uired if not needed tor tne SURVEYO� S ij
P rs . c:ap or remove any x g Y q _
development or the Taco �eil kestaurant. �3
9 . All. r.ew root penetratior.s and any existing root penetrations not bein� -- �4 -
D used shall be patched/capped as required by the Landlords rooring �� � }
�
contractor . Taco Bell 5ub�ontractoz shall provide La.:�diorci with �� ;
adec,uate notice to allow scheduling of their rcoiing sui�contractor. - ,
, — S�1 �
� � 1u . Ali new aluminum storefront and g�azing materials s7ali match existing �8
'� storefront in size , color, finisn, manuracturer anci quality etc.
�� \ - �� 51°Ecl�ic�71vN� - � - - - -
� i1 . The General �or.tractor recognizes that certain activities during ___ ,.. �. ,
� �'�� � '� UT IL ITY CONTACTS ��� � ��`
1 r� construction are noisey and may disturb ad�acent Lenants, tnerefore
'r� k care w�ll be taken to pertorm noisey activities during hours the � �
;�" - _
'�`� �hopping Center is closed. .- � ____ ____ �
SE� �y:. _1 ____f-__ - � � ��EC.ECTR I CAL _,
� � �� t11°r°ER EAG�I,E VALL�Y G�N�aL.W�'TE� �AN�TP�►eY .-_�°--•�.... ,___ _ w__ --- ,
I�I�✓'i'IQIG'r _���-I � -ELEG. f Lf�Ni �GN��IJL�� AN� NOT��
.� �- 3v'�j - ,t�-"7Co-�4F�0 CoNT�G"(' S FIZ E1� I-�A�L�`� E•2 f�EF�Ec?�� cLG, PLAN� �G�I��,�r✓IAG�'AM� � No'f�� '
�► � CONSULTANTS
NATER ,��t�Ir°E M�GI-I., �LUM��, � �LEG?RIcAL ���G�,
� _ — > � ,� _ _ _ _ . _ _
S�E �Ew�l2 P.p�v� `"'�____ _ �,
OWNER STRUCTURAL
TAco Go(.o�e�.r�o� iNG. JOHN WA�LI��f2 9?E, ' . �__ . �. MECHAt�ICAL
d,b,ct,. ?P�o P�E LL 1°I°►34 E, F Lo tQA 1��.✓�G E �. - _ , f�-'�_'�°•"' � "°- __ W__ _ . . , _ .
O P�oX I I�I plJ 2o►Q� �oLor-' r�o R ool�
�' • � �U P7 L I G �J E 2�/I G� GO. 1'rl -I I`�I�G H, �G H G r>, /�1`�� N O'f G J �" a
Frzi�x,o, c.oi.arz�r�o 80443 JoHN Wf��l<�� ('30'�) �o°I°I -o°I°ta ,,
_-= Fr'En_ZU►�r.t�►� (3v3��v�oF�-S�jo-7 _ I- 303- 2Cv2 - c�.o5c.o Tuwn ut Vail C�mmunity M-2 MEGH , I�L�.N, �ET/aILLj � fel�El� �J��,GteAM�
M � i
_ FINANCIAL_ MECHANICAL / ELECTRICAL GO�T�T' G/�RY 1�/�Ll� `�--5=-
-- �an � ._�.. .�.. --- -- _ --- --
FR�NGHiSE �QUisl'fIr�N2 ��15'Ti�NGG I�Ie�E�T EtJG1N�Er�ZINCS� ING. ELECTRiG n ."�_ '�
` 1230 �UTH �,aHL{A �o°I'20 �, �-IoLL�( GIIZGL� �T�. I�c� HoLY GRo��j �+�j�1"tQt� -
� t�ENVE� , Gol.,oteA�o go222 �NC�LGwp010 co�are�r,�o F�ol 12 � - 30�-�4°I' S; °J � .� ',
� 'roM FRI�.ZIEIZ (30�} 782-00�1 Arew�M I°IeIE�"f ���� "77�-8"7��j '�" � '-` �= EXH�4!!ST HOOD
� , GoN-(AGT '� 7 E r.� H U�KY
ARCHiTECTURAL GENERAL CONTRACTOR ��Ep� va���ity- off�ern;it N ► ex�+. +�oo� nET���� i �-�i�c-, �F-r,�i►-�
JAMES Ia , I-� -rNAw��(-AIeGH►'TE�? �?c. �N72c�l�r(ev�l 1NG, �-�i- �'`j `�J �L` �- �
U.�. W_ coM ,
�0��� �����p��NCi� W�Y / J�-/ �. HoU�ToN WAt21NG GoU2'r O ^ � �' d, '", � �� �j��.��i�3� �� i:{ �r(t�i;� �� ��.J Is, c .t�. �a�.
l.l?T�F?oN GoLorLa.r�v Q�ol2c> Lrr?LEToN GoLvl2�•o0 8012v I - 3 3 - °I•T°I ��,. . ^ .,,�, �; ,� �,-, ,r ��•- t� a ^�rmis f�r. ur ar �. _ .T ��
JIM F�ATNAV�IA`( (303) 73o-olv�cv 1�1�2M }�?�-��vf�.N (3��) "]3��a°I25 ., _, �,�� � �� ���;�:�,t�.•�� �f zn� cf tt�e pFav�sio�,s o# �hrs ccC� , . � - � _ . . ��I�ABlNG- - - _ . . .� .
Q�:�';,. �., �. , t ��� � 1
� �- -
fi' Oi �ti� ���� � , �� � • �
'roV�IN OF �/P�IL% p� � bas�d u �n lans, specifications ami oth�r dat� st�a0t �-� pLUM�J�1�U I�LAN i �GHi.�tJl.G� � NoTEGj
1�4�I'�EGTivr�l� �t �revent 4hQ building offlcia rom erea � � r 2 ��Ea pIAG�2ar-�1�, ��+-i�r�ULE�-� � N��
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. ��✓`��Tl �G�� �Q�.r�� i ' _ � ....r... i
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I•303- 47°�� 21� , �`-( c " `�- �-
note
The parties hereto agree that the Americans with Disabilities Act VICINITY MAP EQUIPIII�NT
P of 1990 is applicab�e to this project. It is a relatively new •
and complex law containing concepts and terms of art which have ��_ � EQui�, PL�N, EQui�, �c���r�U�E� � �FT�'����
yet to be tested by actual experience or defined by the courts.
� Title 1 of the Act addresses discrimination in the work place L�G,6►L '� V�IE�T U�I� N1ALL - LdT 2-A -
which may have an impact on the physical structure and design � R��j����V�Lj�pN OF LO� 2 - �/�IL I��� GjF�Oi`�E
criteria. It is the responsibility of the owner to provide �ILIt�1G N= �J - GOU1�"I'`� r�f EAGL�
specific criteria to the architect upon which the architect must SEATING � ���
rely. �T�7E dF COLr�l�r�o
. �
� The nature of ADA and rules and regulations are less than clear N� �
and unambiguous, with respect to remodelling and rehabilitating S o 2p�.c>�N nl c � e��o� a �yc.�
existing structure and requiring decisions to be made involving
"read ily achievable" and "undue burden" by the bu i ld ing owne r , °�.�r ,'� �/ — � �t �
O which are based in part on financial considerations of the owner. E�T V,o.IL 3 �Z
These decisions are the decisions of the owner not the architect. \� �1
Upon specific direction from the owner , the architect will OPTIONS
incorporate in to the design such specifications as agreed upon. �
The performance of an ADA compliance survey i� not within the
P scope of this agreement. • p � /WE� ✓AI� N'�'' ,
MAI.�.
The parties agree tTiat it is impossible to predict future court H Z '�� � � �,
' rulings enterprising ADA. � t= .J� 7' �' ���
D -rpco P�ELI.
u
z ,
- - - �
Aa���e �� �o�=ga��o�s james r. hathaway - architect _
� The Arcaitect `akes no representation '
commer�ial/residential architecture
("� that any sarve� has been made to - - - - - -
I i deteraine the presence of �ny asbescos REV IS ION BLOCK � ~
U containinq materials at the xark area. s879 south prince wa Town of Vaii
�_�f The Architect is not an eipert in
determtainq the presence of asbestas � t2E�/1��'�'J yNEE? IN�EX - 4 - I'2 �`14 littleton, CO�OI'8C10 8 �Ir�����696 ,
containinq �aterials or procedures for -- - � ' � C j�+��+��
their abatement. If the Co�tractor C CE TER I OF COLORApO � � � � � T A C O B E L L ��
6elieves that durinq the detolitioa or
construction of the pro�ect, he has 0 �
enconatered the presence af asbestos � � � ' . _ V A_t L C O_L O!�A D O ��-2�
se shall sto 1 800 92219 7 � Y
cantainin material p �
Q �
rrork iuediately and natify the Orner �� ����6700 �N METRO 0 561 ,c, °�0"'� �
, rho shall deteraine a safe procednre DENYER � �i � - " ' � - L I N E �OV��
far the identificatioa andlar CALL 2.gUS1NESS DAYS IN ADVANCE �
abateeeat of any asbestas containiaq BEFORE YOU DIG, GRADE, OR EXCAVATE 0 '�� �'
� daterial. FOR THE MARKING OF UNDERGROUND "
MEMBER UTIUTIES. o _ _ N E W C O N C E P T �H���
3-2�-�4 i�����; L�hl�E2�tN�2 eP.-rc.o �'l N1�cNf1°�qg �
PERM iTTI' �C� ,
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� �9 SUSPEt�DEO ACOUSTICAL TILE � S GYPSl1M 24� X 24�x 3i4� 35/�� METa.L �TUn� "R� �rZUCT, W/ �/g,�� ?Y�� 'X' �"rl"��' P�v,
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b AIUMINUht KAW�EFR STr,1p„EFZONT. NO 40 CAkK BS`JP(ZE ��IER ACOUSTONE SQ Ci1T LAY-IN PIWELS ' ��/G,R, -ro GLU,
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i-���L_ „ , „ 3 ALL At£RICMI Ol"cAN CIWYDN REO TILE TO HAVE GREY GRGt1T .�
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Q The general contractor is responsible for securing and paying for __� ___ '- AT t�12 �OTToI`�i . �_^ � a= �r �) �'* °' � `� � # iSSUed
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2 Ftemove all existzng floor finish materials i.e . carpet and quarry tile . - - �1 ""� —
3� Existing concrete floor slab shall be cleaned of all debris/residue etc. . �
and leveled as required to provide proper substrate for new floor tinishes . / ,, ,� t I�EreMiTTING
. � , �o x I o L�cAN �� --------------D/�T E�-- -----1�- —
J/4 . Sawcut and remove existing concrete floor slab as required for installation `'t''\ _ vt�ivN �'ANEI. � E3Y __ -------- ----- - -
of new utilities or to make connections. 51�NJ � �LUtrt, r�r¢ , IN A�UM. F2, V �
� The Landlord has indicated that the existing under slab sanitary sewer line S� WITH i'� �I/cv�erz -�- �,
may �ave to be replaced. The appropriate subcontractors must keep accurate IN°�UI.A'TEb EXI�TING oor� FA�GI�
and detailed material and labor cost records for the replacement of the 1� 1�� ��M� G�. , �ANG�IoN, Q O '; t�tiT+� �IC>N/>c�F ►�f o'THE�¢�
sanitary sewer line so the Taco Bell Franchisee can be reimbursed. t�E� �i"TE ` <
g6 Ftemove all wood base and wood ceiling trim. K�KI°I.ATE - � � �
Remove existing partitions to ceiling or structure as required, door and p�pT�I �i�� � : y
frames, countertop and low wall including trim. "1Y���L � revislo�S
�8. Remove all existing baseboard heating unitsJmaterials etc. � ,
9 . kemove all existing ceiling tile, metal. grid, recessed lighting fixtures ` NEw LAZING� � 4•I_ �ENERAL
' ` To MA GF+
and surface mounted l�ghting fixtures . O O �. O -
� C-x I�TI C�
. � � `
� � kemove all electrical outlets, electrical panels and materials etc. that ' Y
are not needed for construction of the Taco Bell . }
� 1 Ftemove existing water heater, vents, vent stacks etc. d o o r l � S I ,
Remove all existing root top units not being used or needed including all Q �XI�TiN �
curbs, ducts, connections, vents , dittusers, grilles etc. v SToRcF NT �
13 . kemove existing south entry door, hardware, threshold, aluminum frames, S`r��M NE�1 M.
I MPrTG i� --
O glazing, masonry, rebar etc. as required for installation of new " u
i �� °°-
storefront system. ��A�L ��
14 . All areas/materials/finishes etc . damaged during demolition activities �y � ,
, a� i
� shall be repaired/replaced to original cond.�tion. �
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INSTRUCTIONS TO BIDDERS G Err�pbyers' Liabdity insurance in an amount not less than$100,000 � f
E Any controversy or c,aim ar�s�ng due to a iabor conil�ct caused by the word�ng or assignment of ti Comprehensive Automob�le L�abitity inctuding owned, non-owned and hir� coverage in an ameunt DIVISION 2 - SITE WORK r �
00100•11 GENERAL. these specrf�catbns shail be settied in accordance w�th locai governing labor pract�ce not less than$500,000 CSL (Combmed Single L�mit) (� �
A The pro�ect is to be b�d by the Cornractor(s; exacrly as drawn and spec�t�ed, and ail proposals shall F Aiternate�, whether specified by the Owner or suggested by the Contractor, shall be listed i Contractor shali also satisfy any insurance requirements necessitated by any pertinent . L� m �
be compiete and mclusive of all worlc as shown ar�dlor s e�crfied and as reqwred be all appl�cable separately on the proposal The Co�tractor shall md�cate the cost of materials and labor requ�red to governmerrtal authordy. SECTION 02110 - SITE CLEARING �
buddmg codes All Contractors and Sub-Contrac,-to�s are he�d to have fully exam�ned ali draw�ngs complete the alternate and the credit due the Owner for any materials and/or labor not required due J At Owner's election, Contractor shall mamtam Buiider's Risk insurance covermg the premises � �
and specrficat�ons, not only of their particufar conc;er�buT cf allied trades as well, and to be fully to the altemate installation Such insurance shall be written on an all risk basis, and wdl cover all the work until Owner's firal 02110.1 General � � v
fam�i�ar wdh cond�tbns under wh�ch he wtll assume h�s work Part�cular attent�on is drawn to the G The Area Constructwn Manager shall be Owner's and ArchitecYs sole representatives dur�ng the ' acceptance of same �,,.
General Cond�tans and the Supplementary General Condrtbns of the specd�cat�ons The admm�stration a1 the construction contract K insu�ance policies shall be taken out by the Contractor(s) �mmed�atefy after award oi contract and 0211b•11 RELATED DOCUMENTS 'L
Contract shall be in the form of a smgle, lump sum of type of agreement pnor to�y woric bemg done Upon obtairnng policies the Contractor(s) shali notity the Owner and A Draw�ngs, Specrf�catan D�vision 1 and Contract � •V Q
1�0 00.13 DRAWINCS AND SPEGIFICATIONS. Certificates and/or duplicate policies from insurance comparnes shall be filed with the Owner � � N
00100'12 PROPOSALS. A All work shall be executed according to the true meaning and intent of the drawmgs and showmg policy numbers, dates poi�c�es shall be �n effect, and all I�m�tat�ons and exclusions 02110.12 DESCRIPTION OF WORK. 3 �'
specrfications wh�ch are mtended to include everythmg required and necessary for the proper and Certif�cates shall state that the msurance company shall notrfy the Owner by registered mad thirty A Sde clearmg includes, but �s not I�m�ted to �
� O
A Sealed proposals shall be�received by the Owner at such time and place as may be designated by ehtire firnshing of the work, notwithstanding that each and every �tem necessarily involved m the (30) days pnor to the expiration or cancellatwn of any pol�cy 1 Protection of existing trees � C � �
h�m P ro p o s a l s s h a l l b e s u b m�t e d �n a c c o r d a n c e w r t h t h e T a c o B e l l'i n v�t a t i o n T o B�d' P r o p o s a l s w o r k i s n o t s p e c rf i c a i l y m e n t i o n e d, a n d t h e w o r i c, w h e n c o m p l e t e d s h a l l b e d e l i v e r e d t o t h e O w n e r 2 R e m o v a l o f t r e e s a n d o t h e r v e g e t a t�o n � 0
shalt be signed by legai authonzed part�es af companies anly and titles of same shall be stated The m a perfect and undamaged conddron without exception Q�g00.113 PERFORMANCE. MATERIAL AND LABOR BONDS. 3 Topsod stnpping � � C 'p
Owner shall reta�n the r�ght to re�ect any and/or all proposais B The drawmgs and specif�catrons are mtended to be cooperative and t he wo r k or matena ls ca l le d for A Pe rformance b o n ds, la bor an d ma teria i paymen t b on ds s ha l i be supp l�e d to t he O wner, a t th�s 4 C leanng a n d gru b bmg '; �
by the drawings and not mentioned in the specrf�cations or vice-versa shall be furnished and electbn, by the General Contractor prbr to start of work 5 Removing above-grade �mprovements '� .m a O
Q0100.13 a��FpTaN�F nR WITHDRAWAL OF PROPOSALS: performed m as faitMul a manner as though treated by both The specficat�ons are mtended to 6 Remov�ng bebw-grade �mprovements i � � �
A Any Contractor who has submitted a p�oposai to the Owner may w�thdraw this proposal at any time represent minimum design and shall be superseded by the drawings 01000 114 TEMPORARY FACILITIES. , � � V
pnor to the scheduled time for opernng of same, however, once proposals are o p e n e d t h e C Before subm�ting his estimate each bidder shall carefully check the drawings and specrf�cations A The General Contractor shall be m charge of the premises from the start to the completion of the 02110.13 JOB CONDITIONS. � V � .
Contractor agrees to honor same for a minimum of th�rty(30) days after scheduled date of and should he fmd conflict, uncertamty or discrepancy as to his requirements, he shall report same pro�ect and shall fumish the followmg A Protect exist�ng �mprovements Trees and vegetat�on t� rema�n as necessary to prevent damage ` � C
opening to the Owner immediately,who w�il make a rulmg on each report and will notrfy all concemed bidders 1 Lay�ng out of all work and establ�sh�ng bu�idmg lines and levels, th�s to be conf�rmed w�th B Salvable �mprovements to be removed and stored where directed by Owner � m � �
as to his decisbns Should such confl�ct, etc , be discovered after s�gnmg of the Contract, d shali the Owner � � � m
� 00100.14 DISCREPANCIES. be called to the attentbn of the Owner and his deciswn m regard thereto shall be f�nal 2, Temporary electric power and telephone dunng the per�od of construct�on This does not 02110.3 EXECUTION. � � � �
A Should a b�dder f�nd discrepancies or ambigu�ties m, or omiss�ons from, the drawmgs and/or the include portable generators for use of other trades .� V m �_
; specif�cations, or be in doubt as to their mearnng or mterrt, he shall natify the Area Construction 01000.14 PREGEDENGE OF DRAWINGS. 3 Heating of bwlding for workmg and drying purposes dunng the period of construction 02110•31 SITE CLEARING.
Manager for Taco Bell �n time to albw for issuance of ciarrfication by means of Addenda for delivery A The order of precedence of drawings shall be as folbws 4 Temporary ladders as reqwred for access to all work A. Remove vegetation (stumps and roots), �mprovemerrts, or obstructbns mterfenng with mstallat►on
in suff�cient time before proposals are due . 1 Taco Bell's drawings over Taco Bell's specrf�cat�ons 5 Water for constructwn use of new construction
� 2 Larger scale drawings over smaller scale drawings 6 Acceptance, unload�ng and storage rf found necessary by Cornractor's negl�gence, of B Stnp topsod wdh�n pavement and buddmg areas
� 00100.15 QUALIFICATION OF CONTRACTORS. 3 F�gured drawings over scale drawings Owner's equipment delivered to the site are the responsib�lrty of the General Contractor C Stockpde topso�l where d�rected Remove excess topsoil after comptet�on of landscap�ng
� A The Owner reserves the nght to require any Contractor submrtting a proposal to furnish any or ail of 4 SupplemeMary General Conditions over A I A General Condd�ons 7 Temporary todet facildies tor worlcers D Fdl depressbns m landscaping areas caused by cleanng and grubbing operatbns w�th satisfactory
� the following informat�on pnor to award of the Contract 5 Archdectural drawings over mecharncal and electrical draw�ngs 8 Twenty-five foot long enclosed and secu�ed trader for storage of Owner supplied items sod matenal '
' 1 Periormance record of p�o�ect completed over the previous two (2) years 6 Any addenda over all matenal of an earlier date E See adddbnal recommendat�ons in the Sod Reports supplied by the Owner
� 2 Address and descnption of plant or permanent place of business 7. Eqwpment drawings, as may be prov�ded by the Owner, over architectural and mechan�cal 01000.115 1NSPECTION AND TESTS.
i 3 An dem�zed I�st oi equ�pmerrt drawmgs of earlier dates. A. The Sub-Contrado�s shall call for all mspeclrons as may be 0211 Q•32 DISPOSAL OF WASTE MATERIALS.
� 4 Adddbnal miormatbn as shall satisfy the Owner that the Contractor is adequately prepared required by locai authorities and listed therem allowmg a minimum of two (2) days not�ce tor A Buming is not permitted on Owners property
to fuifdl all requirements of the Contract, such as contained in A I A document A305 - 01000.15 SALES TAX. mspect�ons to be made B D�spose of all dems not salvaged of sde
� ' Contractor's Qualrficat�on Statement A. Each Contractor shall include in his proposal, the payment of all state and local sales and B The Owner shall be specrf�cally notdied for inspectbn one
� occupatbnal taxes as may be levied by the govemmeMal agencies regardmg the work week pnor the mstallatwn of the dems specrfied m the'Invdat�on To Bid' DIVISION 2 - SITE WORK
� 00100.16 DISTRIBUTION OF DOCUMENTS. ' C The Owner has the nght to order tests and/or laboratory exammatron of any matenal or woric used or '
A Contractor desinng to b�d the work may obtam plans, specification and Supplefiental Bidders 01000.16 SUBSTITUTION. ! performed on the project should he suspect such matenal or woric to be of lesser quality than
' Package from the Taco Bell Reg�on Construct�on Office Plans and speaf�catbns to remain the A Any substitution must be approved in ADVANCE QE CONSTRUCTION in writing by the Owner specrfied herem The costs of all such tests shatl be paid by the Owner unless they indicate work or SECTION 02200 - EARTHWORK '
' property of the Owner and are to be returned to him, complete and in good cond�tion Use by upon receipt and study of complete informatan regardmg same, mcludmg any cred�ts or additional matenals to be of lesser quality in wh�ch case they shall be paid for by the Carrtractor(s)concerned,
� ' unauthorized persons for any purpose whatsoever shail be strictly prohibited and �s punishable costs abng wdh any expenses mcurred �n correctbn of the work 02200•1 (�FNFRAI .
� " under federal capyr�ght laws
01000•17 MATERIALS AND WORKMANSHIP. 01000.116 PRECEDING WORK. 022d0•11 RELATED DOGLIMENTS.
� �1� 00.17 GONDITIONS. A Unless otherw�se particularly stated,the Contractor shall furnish and �nstatl�materials and labor A Before startmg work each comractor shaA examine work prevbusly installed and shall immediately A Drawmgs, Specrficatpns Div�s�on 1 and CoMrad
j � A Subm�tal of a proposal by any Contractor shall constitute full acceptance by that Contractor of all mentbned in these specrf�cations andJor shown on the drawings, and alt worlc shall be executed m � report to the Owner any vis�ble defects or conddions which adversely affect the qualdy and/or
conddbns as here�n stated a neat and skillful mannerto the entire sat�sfactron of the Owner complet�on of this work It shall be assumed all conditans are acceptable if no such report is 92200.�2 nFSC:RIPTION OF WORK.
• received A The exterrt of earthwork is shown on drawmgs
' 00100•18 BUILDING PACKAGE. 01 Q00•18 SUB-CONTRACT5. B The specificatbn is intended to outlme minimum work and
' A General Contractor shall rece�ve a number of miscellaneous items and install same as part of the A As required by the Owner, the names of all proposed Sub-Contractors shall be approved by the 01000.117 CUTTING AND FITTING. shall be superseded by the So�l Report and Drawings m that order
� General Contract These items shall be found through the drawing labeled "BY TACO BELL" Owner pnor to award of the Contract The Sub-Contractor shall be bound by the specrfications No A Each Contractor shall execute all cutt�ng and fdtmg of his worlc as may be required by other trades
� Contractor shall allow three (3) weeks notice for delivery, and shall furnish all labor and materials Contractor or Sub-Contractor shall sublet or assign his Contract or any part thereof w�thout the so as to�nsure as near perfect fd of matenals as possible 02200.13 JOB CONDITIONS:
required for the unbading, receivmg, safe guard�ng and mstallation of these dems wr�ten approval of the Owner A Locate exist�ng underground utdities m area of woric,protect those to remam
I � 1 Uncharted pipmg or other utd�ties encountered dunng excavation should be brought to the (n
i •
Owners immed�ate attentbn �
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; B The use oi explosives is not permitted �
� 00100•19 ALTERNATES. 01000•19 ! AWS AND ORDINAN�ES. 01000.118 DAMAGED WORK. C Bamcade open excavatwns and post wdh waming I�ghts , �
� A Specrfic manufacturers for vanous Contractor fumished items are noted on the Drawings If A. The Corrtractor(s) and all Sub-Contractor(s) shall comply in all respec:ts w�th all laws and ordmances A Each Contractor shall pay for replacement of any woric damaged by him or those employed by him in D Protect structures,utddies, sidewalks, pavements, and other fac�lities from damage due to
; approved altemate manufacturer's products are furrnshed, this mformat�on shall be so noted on the hav�ng �unsdiction over the work and/or materials or methods employed in performing same No connectbn wdh the Contract, and such patch�ng or replacemerit shall be performed by skilled men earthwork operat�ons W
� Proposal Addit�onally, proposed subst�tutions of non-approved manufacturers shall be done in additanal com nsation shall be albwed Contractors for fa�lure to familianze themselves with all
pe specializing in the particular trade so as to restore damaged worfc to completely acceptable
compliance with the respective sectbn of the General Cond�tbns cond�tions under wh�ch they wdl perform their work unless these conddions are brought to the condition Should respons�bility for damage be unable to be determined, the cost of repairmg 02200•2 PRODUCTS. !^
' Owner's attentan prior to signmg of Corrtracts and proviswns tor ad�usting costs are made at that same shall be prorated among Contractors working on the�ob at the time the damage occurred as �r�
� 00100.20 AS-BUILD PLANS. time. � detem►ined by the Owner The dec�s�on of the Owner shall be final 02200.21 SOIL MATERIALS.
' A Pnor to release of the f�nal retention,the coritractor shall fum�sh to Taco Bell a complete set of plans
A. ubbase matenal s a be crus e grave,crus e stone, natura or crus e sa
� red-lined wdh all deviatbns made dunng construction plus the permit set of plans maintained at the 01000.110 PERMITS BONDS LIGENSES. 01000.119 ADVERTISING: B. Backfdl and fill materials shall be sod free of clay, 2" or larger rock, debris, frozen mater�als, and
sde A The Corrtractor(s) shall take out and pay for all permds,bonds,etc Should separate Contracts A. No advertis�ng shall be albwed deletenous matter
be awarded, each Contractor shall be responsible for permds,fees, bonds, I�censes, etc, as may
DlVISION 1 - GENERAL REOUIREMENTS be reqwred by work covered under his portwn of the Comract Rece�pts tor same shall be turned Q1000.120 COMPLETED WORK. 022Q0.3 EXECUTION.
over to the Owner upon completbn At the Owner's electbn,the Owner may obtam any of the A Completed work as called for by the Contract shall be delrvered to the Owner tree from liens,claims
� Permits or encumbrances of any descnption whatsoever agamst the Owner Acceptance of such work shalt 02200.31 EXCAVATION.
� SEGTION 01000 - St1PPLEMENTARY GENERAL CONDITIONS be defined as approval of final payout A Excavation mcludes removal of pavement and other obstructions vis�ble on ground surface
, Q1000.111 PROTECTION: underground structures and utd�ties md�cated to be demol�shed and removed
' 01d00•1 C�FNFRAI . A Each Contractor shall barricade and/or shelter his wortc as to reasonably protect d from damage All 01000.121 MAINTENANCE AND CLEANING. B Under footings, fdl excessive excavatwn by extending indicated bottom efevatbn w�thout altenng
barricades shall be so arranged as to insure a reasonable v�sual and physical wammg for workmen A Throughout the period of constructron each Contractor or Sub-Contractor�hall be respons�ble for required top elevation
010Q0.11 DEFINITIONS. and the public Prov�de flashmg type blmkers around open trenches satisfadonly maintaining the p�emises in a neat and clean conddbn insotar as his respective trade is C If unsu�table beanng materials are encountered at required subgrade elevations, contact the
A Owner the Owner shall be defined a TACO BELL CORP , 17901 Von Karman Irvine, Calrforrna, B The Contractor(s) shall be held responsible for any damage to his work as may be due to concemed This shall mean removal or all refuse and debns from the premises Architect for direct�on
AE Vi SI Gh5
` 92714, (714) 863-3871, and the Region Taco Bell Corp office through which the 'InvrtaUon To B�d' negligence of the above, or as may be caused by accident, wmd, ram, snow, freezing, not, B All eqwpment and matenals shatl be stored m a neat manner and as to protect them from any D Slope s�des af excavat�ons to comply wdh bcal codes or shore and brace where slop�ng �s not
was prov�ded The Owner's representative for admirnstrating the Contract shall be the Area mal�caus m�schief or labor commotbn, theft, etc , if due to his acts, omiss�ons or negf�gence, and — damage (rom the elements Building shall be ma�ntained m a generally cfean condition during the poss�ble '
Construction Manager shall, rf such damage occur, restore the work to ds prevwus cond�tbn at no cost to the Owner penod of construction and upon f�nal completwn a professional sennces shall be supplied by E Do not allow water to accumulate �n excavat�ons in order to prevent soften�ng of foundat�on
B Archdect The Arch�tect,for the purposes of this pro�ect, shall be The Archdects representative for C Contractor(s) shall protect all ad�oming property from damage dunng the course of the work If General Contractor to thoroughly clean all glass,floors fumiture and equipment bottoms
`" admmistrat�ng the Contract shall be the Taco Bell Area Constn�ctwn Manager required by local laws or ordinances, he shall issue not�ces to Owner of sa�d property. No use of F Conform to elevations and dimensions shown wdhm a toterance of plus or minus 0 10'
C Contractor or General Contractor The person(s), company(ies) or corporation(s) w�th whom the ad�acent pnvately owned property by an Contractor wdhout wntten permiss�on by ds Owner shalt be 01000.122 GUARANTEE. G In excavating for footmgs and foundatbns, excavate by hand to f�nal grade �ust before concrete
Owner makes a direct Contract tor the work or any portion thereof, or for any materials or related albwetf A , All labor, matenals, and equipment required by the Owner-Contractor Agreement(s) shalf be fulty reinforcement is placed �
serv�ces reqwred thereto and unconditionally guaranteed by the Contractor for a period of one (1) yea�from the date of final H Cut surface under pavements to comply wdh cross-sectrons, elevatwns and grades as shown ; �
D Sub-Contractor Any person(s), company(ies), or corporatbn(s) with whom a contractor makes a 01000.112 INSURANCE: acceptance or the date the restaurant �s opened for busmess by the Owner unless otherwise J Protect excavat�on bottoms against freezing when a atmosphenc temperature �s less than 35 I
Contract to furrnsh labor and/or service and/or matenal in connectron w�th the pro�ect Wdhin the A In general, the Comractor(s) shall mamtam such insurance as shall proted him the Owner and the specified in specrfic chapters here�n degrees F
specificat�ons and workmg drawmgs, the term "Contractor" shall be �nterpreted to mean Sub- Owners agents and represeMatrves from any and all claims under Workmen's Compensatwn Acts �
Contractor where appl�cabte untess further def�ned and from all claims for damages because of bodily m�ury, mctud�ng death, and all claims for property 01000.123 CHANGES. � COMPACTION.
E Pro�ect The pro�ect shall be defined as the complete labor, mater�als and services required for damage ans�ng from his operat�ons and/or the oc�eratbns of Sub-Contractors empbyed by h�m, and A The Owner, without inval�dating the Contract, may order changes in the wortc w�thm the general A Compact each layer af all f�ll to not less than 95%max�mum dry dens�ty or 90°to relat�ve dr�densrty I
- r if not covered b the Contractor s i ad itions deletions or other revi �on the Contract sum and th2 B Com action Cerldi;ates shall be rov�ded b the Contractor tor the parking lot, buddmg foundatbn �
construct�on of a Taco Bell Restaurant and all related woric as descr�bed�n the Contract documents shall be to the amount stated herem Sub contracto (s), y ( ) scope ot the Contract cons�st�ng o d s , p P Y �
on wh�ch the ro ect is located insurance, shall rov�de simdar insurance of their own Covera e shall be obta�ned from a company Contract t�me bem ad usted accord�n I A Taco Bel;Contract Cha e O�der ma be iss�ed b a and fbor slab �
F Srte The propery p � p 9 9 1 9 Y- �9 Y Y �
G Contract Documents The Cont�act documents sh�ll consist of S1) The Bwlding C�n�truction holding a General ratmg of 'A' or better as set forth m the most current issue of Best's Key Ratmg Area Construction Manager but must be approved by the Vice-Pres�der,t Facility Development prior i
�ontract, (2) The L�rawmgs, (3) The Specif�cations, (4) So�ls Report,l The dates mcluding revis�ons Insurance Gu�de � to payment �22d0.33 BACKFILL AN� FILL i ;
dates of all draw�ngs and specdicat�on shall be mcluded on the proposal form B "Hold Harmless" Clause The certificate shall state that this endarsement is inc�uded in the B The cost of credit to the Owner resulting from a change in the work shall be determmed by muival A Place acceptable matenai �n Iayers to required subgrade elevations �
pol�cy(ies} agreement All work shall be perfarmed under the applicable condit�ons of the Cantract 1 Satisfactory ex�avated or borrow at excava;�ons and grassed areas � �
i 1 GFNERAL GONDI i ION� C This Contractor assumes the liabil�ty for all losses, damages (includFng loss of use), expenses, documents 2 Subbase material underwalks, pavements, slabs, and structures ; �
A The Standard Form of General Candiiions pubhshed by the American Inst�tute of Architects (A I A ) demands and claims m connect�on with or ar�s�ng oui of any mJury or alleged �nJury to persons C Wntten autho�¢at►on for changes in the work (Const�ucUon 1�rork Order� s~alf be obtained form th2 B 3acktill excavaUons as promptly as work permds �
iorm A2G1, iatest ed+tior+, shalf �e bindm� an� ihe General condiUons included here�n shall be (�ncluding death) or dama�es or alleged damage to prop�rty, sustained cr alleged te have been Area ConstrucUon Manager pnor to compleUon of the rvoric C Remare vegetation, debris, and de�eterious rr�atenals pr�or to placeme��t of new fill � �
supplementary the�eto In the eve�t of co�thct, the Supplementary General Cond�UOns shalf - sustained, in connection w�th or to have ansen out of the performance of the work by the D Place backfill and fi!i matenals m layers not more than 8" in loose depth fer ��achine compactw� a�r � i ,
govern over generai cond�t�ors, as well as the Taco Bell Construcfion Contract over the ^ � '
Contractor, his Sub-Contractors, and the�r agents, servants and employees, including losses, 01000.125 RFrFIPT OF E�UIPMENT not more than 4" m ioose de�th for hand-operated tampers
Suppleme•�tary Gene�al Cond�tions expenses, or damages susta�ned by the Owner and the Arch�tect ThP Contractor hereby A During the course of constructio� the General Contractor�;I! be receiving party for deli��eries of E PIac2 backfill and fill materials evenly ad�acent to structures a�d carr;� mafer�aE un;formly ar� ; ;
S The Taco Bell Corstruction Contract, Contractor's Draw Sch2dule, Cont�act Change Order and undertakes and agrees to �ndemrnfy and hold harmless the Owner and the Architect, their agents, equipment and misce{laneous item� made te �he�cb site Cy comman carner It, durmg the rece�pts stru�ture to approximately same ele��at�on m each !rft � �
Final Wa��er of L�ar� sha11 be�sed Copies ot the a�xve forms ar�on fde at the Own�r's off�ce servants, and employees,from any and all such fosses, expenses,damages(inc�udmg loss of usej, of those items by the General Contractcr's represeniat�ves ar�y miss�ng cr dam2ged etems are
C It shali be accepted us a fact tnat a�i Ccntract�rs�in�Lhg��+g prbr to submittmg their bid demancls and cla�ms, and shall defend any swt or action��o�ght against any of?hem, based on any obse�ved, the rece�ving perscn must �' "4 �RADING. _
an� no a�d�i�onal compensa;ton shaA be atlowed fc:r fadure to fulfill this reqwrement It is not to be alleged �nJury (mcludrng deatn; c� damage (sncludmg loss of use) and shail p3y alI damages, t Make a nota[�er,ot ttie d�screpancy or:the del�vary•tickei UrnfonnEy grade areas wrih�n Lm�fs of rading �v�th :��iform ieve!s or slopes �et�r�een po� -� -
censtr��p�, ;�cw�ve�, that the Contraciors have mct�ded in their bids amounts to cover uniorseen audgements, costs and expenses, mcluoir►g attorney's fees, ►n connecfien wdh said demands and 2 Call Be(1 Foods (714) 474-1233 anci adv�sa�ham at !he �reblem w�thin 24 hours �:�aA�s o d, ex � r 9r des � C0� n �
,� ,, o ,� ;'� ', A�� �y� �ns at���f�t� o�� tc a2 s�raad �ver are�s te �eca�ve sod ,` '1' �
;�r,d�����s�r o..�tac;lPS other than those ind;cated or.the drawmgs or visually a�parent at the site cfaims resulting iherefrom 3 Call the dei�very ca�r�„r arui f�le claim ,�,. . �,�. � �C,
o A � i �unless restncteJ b state statute Should this be the case, � �a � � ��'�' °' �'' _ ` '
Sheuld unfors�en ccnditions anse the Own„r shaU be notified immediately C The aaove cla�se shali apply m a f state,. y ..:ra��a�?as �acen,ta Gu���r,g Itr„� ,., dra�� ai�ay iro�„tn.c.�tures �Q- �
� The foyl�w�ng specii�catiors are divic�Ed i;�to chapters and each Contractor is to iigure en that the maxi:r�um�orm of"Nc�l�Harr;�less"ailowed by the law sha11 be prov�ded ' � ''
porion w;th wh�ch i�a �s conce•red It shalt he the respons�b�t�ty of each Contractor to read and E Com�rehensive General L�aCil:ry InsuranGe �rwlud�ng a Brcad Form endorsament and a Broad Form � � E r
( g } n ° �� u b� e c r e consi.i"s e� ��ac�n� su base matenal �n 5' 'hick rraxir�,: 1 e�s ov �
fam�iia«ze hcroself w�th the General Conditions and Supplementary General Cond�t�ons which shali Property Damage endorsernant K��th limits not le�s than $i million CSL C�mbired Sm le Limit If � AY �
�2 cons�dered e�ually b+nd�ng with the remaining specifica►�ons a�prepn3te, Cortractar sha!t aiso mamta��scaffold�ng and dzmol�tion insurance :�r�2ce te �pQOrt a oavem::nt ard co� �te s�ab(i�tenor and extencr� ba�a r=2
F Workers Compensat�on Insu�ance in accordance�,nth appi�cab�e state requireme�ts ���`..-� �1��1 �
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02200.36 MAINTENANCE. ;��1� r=1� UALITY CONTROL. � �
A Repair and re-establish grades m settled, eraded, a��� rutted a;eas 24 FXECUTION �. TES± `inished surface of each asphalt concrete course for smoothness, usina �0' sira�Ghfedge DIVISION 3 - CONCRETE .� �
a�pi�ed parallei w-dh, and at nght angles to centeri�ne of paved area Surfaces w�il not be acce�tabl? V �
02200•37 DISPOSAL OF EXCES�AND WASTE MATFRIA�, 02444.31 1NSTALLATION. �t exce?dmg 1/2" in smoothness � �
A �Remove from s�te waste matenals, inciudmg unacce�tab�e excav3ted mater�al, trash and debris A Drill holes for posts of mirnmum 8" diameter and spacings shown Excavate hole depths 3" lower B �mai surface shall have a compacted densdy of a mm�mum 93%of the max�mum pass�ble�ensrty of SECTION 03010 - CONCRETE WORK (� � �
than post bottom, with bottom of posts set not less than 36" below fmish grade surface a va�diess mixture composed oi the same matenals in like proport�ons � �
02200•38 GUARANTEE. B Center and align posts m holes 3" above bottom Place concrete around posts and v�brate or tamp ~
A All woric performed under this section shall be guaranteed for a penod of ane (1; year from date of Hold in vertical posrtion during placement and firnshing cperations 02513.36 GUARANTEE. Q�Q14�1 SENERAL � U� �
acceptance agamst any settlement or other faults.detrimental to the appearance of quality of the C Install brace assemblies so posts are plumb when diagonal rod is under proper tension A Woric under this section shail be guaranteed for a penod of one (1) year against settlement, 03010 11 RELATED DOCUMENTS. -
tinished pro�ect Repair and replacement costs oi th�s work and any other worlc as a result of fautts D Install tens�on w�res before stretch�ng fabnc and t�e to each posts cracking,crumblmg and other defects Repa�r costs of any fa�lures shall be paid by the Con±ractor A Drawings, Specrficat�ons, Division 1 and Contracf � V p
shall be pa�d by the contractor E Instail fabric on securRy side ot fence w�th 2" between f�rnsh grade and bottom selvage Pull fabnc � � �y
taut and t�e to posts, ra�ls,and tens�on w�res DlVISION 2 - SITE WORK 03010•12 DESCRIPTION OF WORK. 3 � �' �
DIVISION 2 - SITE WORK F Install vertical slats between fabric I�nks for full fabr�c he�ght A The extent of concrete woric shown on draw�ngs � ,� 3 �
G Install gates plumb, level, and secure for tuli opening without interference -
H Use U-shaped wire claspmg pipe and fabric firmly w�th ends tw�sted at least two (2) full turns SEC i ION 02515 - EXTERIOR PORTLAND CEMENT CONCRETE 03010.13 QUALITY ASSURANCE. '� C m
SECTION 02281 -TERM�TE CONTROL I Instaii nuts for tension bands and hardware bolts on side of fence opposite fabnc side and peen '
1 CFNFRAI A Comply with provisions American Concrete Institute 318-83 "Bu�lding Code Requirements for � � C �
ends of bolts �- -- - Reiniorced Concrete" and 301-72 except where more str�ngent requ�rements are shown or •� c0
02281.1 C�FNFRAI .
DIVISION 2 - SITE WORK Q�15.11 RELATED DOG��MENTS. specif�ed 'C m a �
Q2281.11 RELATED DOCUMENT�. A Drawings, Specifications Division 1 and Contract B Ali footing and foundatbns shall be formed Unformed placement of concrete �s not allowed ` \ � �
A Drawings, Specrf�cations Div�sion 1 and Contract � � V
03010•2 PRODUCTS �
SECTION 02513- ASPHALT CONCRETE PAVINC 02515•12 DESCRIPTION OF WORK. � �` N C
, 02281.12 DESCRIPTION OF WORK. A Extent oi exterior portiand cement concrete is shown on drawings, including curbs, gutters, walks, 03010•21 FORM MATERIALS. � m �
A Provide soii treatment for term�te control as herem specified 02513•1 GENERAL ancS paving ' � O� '�
, A Form for concrete surfaces to be piywood, lumber, metai, or other acceptable matenal � � �
, 02281.13 QUALITY ASSURANCE. 02513•i l RELATED DOGL�MENTS. 02515.2 PRODUCTS B Prov�de commercial toRnulat�on torm-coatmg compounds that will not bond with, stain nor adversely � o � .:•
; A Engage a profess�onal pest control operator, licensed in accordance w�th regulations of governing A Draw�ngs, Specrfication Division 1 and Contract affect concrete surfaces .,^ V �p _
; authorrties for applic�t�on of soil treatment solution • 03010•22 REINFORCING MATERIALS.
� 02513•12 DESCRIPTION OF WORK. A Forms to be steel, wood or other suitable material of s�ze and strength to resist movement dunng A Remforcing bars to be ASTM A-615 Grade 60, deformed
02281.14 JOB CONDITIONS. A Extent of asphalt concrete pawng and stone/base work w�th requ�red th�cknesses �s shown on concrete piacement B Welded Wire Fabr�c to be plain cold�irawn welded steel wire, ASTM A-185
� A Do not apply sod treatment sotution untii excavating,fdling and grading operat�ons a�e completed drawmgs 1 Use flexible spr�ng steel forms or laminated boards to form radius bends as required C Provide metal bolsters, chairs and other dev�ces for spacmg, supporting and fastening reinforcmg
B Do not apply soil treatment to frozen of excessively wet sods or during inclement weather B The specrf�catbn is mtended to outl�ne m�n�mum work and shall be superseded by the so�l report B Coat forms w�th a non-stairnng form release agent that will not discolor or deface surface of bars and wetded wire fabnc m place
' ' and drawmgs m that order concrete
I 02281.15 SPECIFIC PRODUCT WARRANTY. C Wekied Wire Mesh to be welded plain cold-drawn steel wire tabric 03010.23 CONCRETE MATERIALS.
A Furnish wr�tten warranry certifying rf subterranean term�te activ�ty is discovered, contractor wiil re- 02513.13 ,lOB CONDITIONS. D Re�nforcmg bars to be deformed steel bars A Portiand Cement to be ASTM C150„ Type II
I treat soil and repair or replace damage caused by termde mfestation A Construct asphalt concrete weanng course only when atmosphenc temperature is above 40 E Guard posts to be standard weight steel p�pe of nommal d�ameter�nd�cated on drawings B Normal Weight Aggregates to meet ASTM C33, w�th maximum 1-1/2" for footing and other mass
� B Provide warranty for a per�od of f�ve (5) years from date of treatment, signed by appl�cator and degrees F. (4 degrees C), and when base is dry F Comply with requirements of applicable Divis�n 3 sections tor concrete materials, curing mater�als concrete and 3/4" max�mum for other concrete
i Contractor 1 When asphalt plants are closed, the contractor shall install a temporary pavement of and others as required C Water to be potable
; compacted stone base w�th f�nal pavement installed under the Origmal Contract 1 Six (6) percent a�r-entram�ng admixture required in all exterwr concrete D Calc�um chlor�fe not perm�tted
I 02281.2 pRODUCTS G Comply with requirements of appl�cable Div�swn 7 sections for preformed expanswn Jomt fillers and E Admixtures shall not be used wdhout approval
� 02513•2 PRODUCTS sealers
� 02281.21 SOIL TREATMENT SOLUTION. H Prefabncated steel light pole bases where noted (to be f�lled with concrete w�ll be supplied by the 03010.24 RELATED MATERIALS.
' A Use an emulsible concentrate msecticide for ddution with water. Fuel od will not be permitted as a 02513.21 MATERIALS. Owner A Prov�de 6 md polyethyelene vapor barner cover over prepared base matenal for all floor sfabs
� dduent Provide a woriang solution of one of the tollowing chemical elements and concentrations A Use locally ava�lable mater�als and gradat�ons wh�ch exh�b�t a sat�sfactory record of prev�ous I Stone Base to be naturatly or artific�ally graded mixture of natural or crushed gravel, crushed stone, B Provide base course for all floor slabs of evenly graded natural gravel 3/8" maximum to 1/8"
t Chlorpyrrfos(Dursban) installations natural or crushed sand compacted per Earthwork Sectbn th�s Division mmimum(pea gravel)or natural sand
i 2 Permethrin (Torpedo & Dragnet) B Bmder Course Aggregate to be sound, angular crushed stone, crushed gravel, or crushed slag, C Non-shrink cement grout below column base plates shall be non-metalic, flowable, h�gh strength
' ° 3 C ermethrm Demon sand, stone, or sla screernn s 02515.22 CONCRETE MIX AND DESIGN.
YP ( ) 9 9 (4000 psi min at 7 days) conformmg wrth CRD-C 62t
; 4 Fenvalerate C Wearmg Course Aggregate to be crushed stone, crushed gravel, crushed slag or sharp-edged A Comply with requirements of applicable Division 3 sections for concrete mix design, and quality
� 5 Isofendnos (Pryfon 6 or Oftanol 6) natural sand w�th 80%passing No 10 sieve control 03010.25 PROPORTIONING AND DESIGN OF MIXES.
j � B Other solutions may be used as recommended by Applicator and rf acceptable to local governing D. Mmeral Fdler to be I�mestone dust, portland cement,or other matenal A Proprietary standard design mixed that meet the followmg qua�dies shall be used and the supplier
! author�t�es Use only sod treatment sofutions which are not in�urious to plantmg E Asphalt Cement to have viscosdy grade of AC-20, AR-8000 Q2515.� EXECUTION. shall furnish satisfactory ev�dence of such A delivery t�cket shall accompany each mixer truck and
� F. Stone Base to be naturally or art�fic�ally graded m�xture of natural or crushed gravel, crushed stone, shall note type of concrete and materials Location of placement of each load w�ll be noted on
� 02281.3 EXECUTION natural or crushed sand Q�].�1 SURFACE PREPARATION. these t�ckets and all tickets w�ll be f�led on the�Ob sde
I G Car Bumpers to be precast concrete 6' long with beveled sides and prov►ded with m�n�mum of 2 A Remove loose matenal from compacted base surface immed�atefy before placing concrete B Concrete to have 2000 psi @ 28�iay compressive strength with 517 pounds cement per cubic yard
� 02281.31 APPLICATION. holes for dowel anchonng B Prooi-roll prepared subbase with tandom dump truck to check for unstable areas and need for mmirrwm,water/cement ratio of 0 58%max�mum and slump of 2 1/2"to 41/2"at placement
i A Remove foreign matter wh�ch could decrease effect�veness of treatment on areas to be treated H Prime Coat to be cut-badc asphaft type MC-30, MC-70 or MC-250 add�t�onal compact�on
; B Under slab-on-grade structures, treat fill before concrete slabs are places using either power I Lane Marking Paint to be white pavement markmg pamt as found in painting section of F�rnsh 03010.26 CONCRETE MIXES. (�
� sprayer or tank-type sprayer div�s�on of Specification A Ready-Mix concrete shall comply wdh requirements of ASTM C 94, and as herem specified �
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, 1 Apply 4 galions of chemical solution per 10 linear feet along mside of foundat�on walls, •
abng both s�des of mterior part�t�on walls and around plumbmg 1 Adcl�tbn of water to the batch w�th insuffiaent slump will not be permitted
2 Apply one gallon of chemicat solution per 10 square teet as an overall treatment under slab ��� A PI-IALT-ACCRECATE MIXTURE. 02515.32 FORM CONSTRUCTION. 2 When air temperature is between 85 degrees F (30 degrees C) and 90 degrees F (32 / �
� A Provide ptant mixed asphalt-aggregate mixture as approved and specified by local highway A Set forms to reqwred grades and lines, r�g�dly braced and secured with sutfic�ent quantdy of forms degrees C), reduce mix�ng and delrvery time from 1-1/2 hours to 75 m�nutes, and when air V
� and attached slab areas where fdl is soil or unwashed gravel Apply 1-1/2 gallons of
; chem�cal solutbn to areas where fdl is washed gravel authonties to sud pro�ect location and cond�t�ons to albw oontinuous progress of work temperature is above 90 degrees F (32 degrses C), reduce mixing and delivery time to 60 , a
' 3 Apply four gallons of chemical solution per 10 tmear teet of trench, for each foot of depth _ B Clean forms after each use, and coat w�th form release agent as often as r@quired to ensure minutes
; from grade to footmg, along outside edge of buddmg Dig a trench 6" to 8" wide along �� EXECUTION separatbn from concrete w�thout damage '^
outside of ioundatbn to a depth of not less than 12" Punch holes to top of footmg at not Q�Q,� EXECUTION v,
' more than 12"o c and apply chem�cal solution. 4.2�1�31 S��RFAGE PREPARATIO�V. � �
� C Albw not less than 12 hours for drymg after application, before begmning concrete placement or A Subgrade shall be prepared accordmg to the soils report or the followmg,whichever is greater A Locate, place and support reinforcement as specitied in Dnnsbn 3, sections, unless otherwise 03010•31 FORMS•
� other construction act�vdies 1 Subgrade shall be established wdhin 0 10"of the elevation necessary to provide requ�red mdicated A Formwork to be readdy removable wdhout damage to cast-m-place con�rete surfaces and ad�aceM
, D Post s�gns �n areas of appl�cation warning workers that sod poisonmg has been applied pavemertt th�ckness at fm�shed grade matenals
2 All subgrades shall consist of and be (a) underlain by sudable bearmg material, and (b) free Q2515.34 CONCRETE PLACEMENT. B Construct�on forms to s�zes, shapes, I�nes and d�mens�ons shown, and to obta�n accurate
DIVISION 2 - SITE WORK of all organ�c,frozen or other deleteraus material Preparatbn of subgrades after str�ppmg A Comply with requirements of Division 3 sections for mixing and placmg concrete, and as herein al�gnment, location, grades, levels and plumb work Support brace and mamtain formworlc to
shall consist of {a) proof-rolling to detect unstable areas that must be undercut, (b) specified support vert�cal and lateral loads unt�l such loads can be supported by concrete
' scarrfymg top 6 to 8 mches,and(c) compactron to prescnbe mm�mum densdy B Place conc�ete usmg methods wh�ch prevent segregat�on of m�x C Form Ties to be factory-fabncated, ad�ustable-length, removable or snap-aff metal farm t�es
' SE�ION 02444-GHAIN LINK FENCING AND GATES 3 Subgrade surface shall be compacted to 95 to 100 percent of the max�mum dry densdy as C Automatic machine may be used for curb and gutter placement at Contractor's option Machine D Prov�de opernngs in cancrete formwo�c or accommodate woric ot other trades
determmed by the Mod�f�ed Proctor Method (ASTM 0-1557) for cohesive or granular so�ls placement must produce curbs and gutters to required cross-section, Imes, grades finish, and
' 02444•1 CFNFRAI respectrvely The upper 12 mches of structural fUl underlying pavement shall be p�ntmg as specd�ed for formed concrete 03010•32 PLACING REINFORCEMENT.
, - - compacted A Accurately pos�tion, support and secure reinforcement aga�nst displacement by formwork,
02444•i l RELATED DOCUMENTS. B Spread gravel base course so that fmal thidcness is as noted on drawmgs � �l91�II$. constructan, or concrete placement operations
� • A Drawmgs, Specrfications D�vision 1 and Contract 1 Compactbn shall start at the center and proceed toward the edges of the pavement A Construct expansion, and construct�on Jomts true-to-line w�th face perpendicular to surface of 1 All bars shall be cont�nuous in bngest Iength possible with mmimum 36 bar d�ameter laps ,_„ _
, 2 Compaction is to continue until the stone base ceases to creep or wave ahead of the roller concrete 2 Bem corner reinforcing shall be prov�ded to lap and match honzontal reinforcement
� 02444.12 DESCRIPTION OF WORK. C If base course does not consist of a mix of course and fine stone that prov�des a solid compacted B Provide premolded full size, one piece �oint fillers for expans�on �o�nts abutt�ng concrete curbs, 3 Mirnmum coverage for any reiniorcing steel shall be 2"
. A Extent ot cham link fences and gates is shown on drawings base,spread a course of fines over the surface and saturate w�th water Compact unt�l grout formed catch basms, manholes, mlets, structures,walks and other fixed ob�ects 4 Weldmg tor fabncat�on and installation and is not permitted
by fines and water has f�lled vo�ds and iorms a small wave m froM of the roller 1 Locate expans�on pmts at 20'o c for walks and curbs , B Install welded w�re fabr�c �n as bng lengths as pract�cable Lap ad�oming pieces at least two full I
44 PRODUCTS D Pavmg Contractor takes respons�bility tor subbase and base as being satisfactory for installation of 2 Locate expansion�omts at changes m s�dewalk d�rect�on or intersection mesh and lace spl�ces with wire
pavemeM at the completan of the compactwn
02515.36 CONCRETE FINISHING. 03010.33 INSTALLATION OF EMBEDDED ITEMS. �
24 4 1 STEEL FENCING Q2513.32 PLACING MlX. A After str�king-off and consolidatmg concrete, smooth surface by screeding and mecharncal floating A Set and budd into work anchorage dev�ces and other embedded �tems required for other work that I
A Fabnc Nc 9 gauge steel w�res, 2" mesh, both top and bottom selvages tw�sted and barded A Place as halt concrete mixture on re ared surface, s read and str�keoff S read m�xture at B After tloatin test surface for trueness w�th a 10' strai ht ed e Refbat as re uired to rov�de a is attached to, or su rted b , cast-m- lace concrete i "
1 One-p�ece fabnc w�dths P p P p P 9� � 9 p P P� y p
2 Galvanized wdh not less than 1 2 ounce zmc per square foot of surface minimum temperature of 250 degrees F Place inaccessible and small areas by hand Place each continuous smooth finish
course to requ�red grade, cross-sectbn, and compacted th�ckness C Work edges of slabs, gutters, back top edge of curb, ana formed �omts wrth 9-1/2" rad�us edgmg 03010.34 PREPARATION OF FORM SURFACES. ' I
B Galvarnzed steel framework w�th not less than 1 8 ounce zinc per square foot of surtace �
C Galvarnzed accessor�es and hardware B Place asphaR concrete mixture by paver in strips not less than 10' wide After first str�p has been tool A Coat contact surtaces of forms wdh a form-coatmg compound before re�nforcement is placed i
placed and rolled, place succeeding strips and extend rollmg to overlap prevbus stnps Complete D Light Broom fmish, by drawmg a fine-hair brcom across concrete surface perpend�cutar to line of � �
2444 FRAMING AND ACCESSORIES. b�nder course for entire s�te before placmg weanng course traft�c 03010 35 CONCRETE PLACEMENT. • ; '
C Jomts Make �oints between o!d and new pavements to ensure contmuous bond between E Strike contraction Jo�nts in ;he sidewalks extenor slabs at a maximum of 5' o c thai extend 1/4 the �
A End Corner, Pull and Gate Posts Mirnmum 4 0" QD steel p�pe 9 11 pounds per tinear foot, 266" A Comply wrth Amer�can Concrete Institute 304, and herein spec�f�ed I
wall thickness ad�oirnng work construct�oints to have same texture, density and smoothness as other sections of depth of the concrete and are perper.dicular to the edges of the concrate B Deposit concrete continuously or in layers of such thickness that no concrete wdl be placed on I
B Line Posts Minimum 1 0"Od steel pipe, 2 72 pounds per linear foot, 145"wall thickness
asphalt concrete course F Aftemate exposed aggregate walks where noted on the drawings shall be as follows concrete wh��h has hardened suff�c�ently to cause the format�on of seams or planes of weakness ,
C Tens��n W�re ? gauge, coated co�l spnng w�re, metal and f�rnsh to match fabnc Locate top and � Pr�rre coat spread at a rate of 0 25 to 0 50 gallons per square yard �s to be appl�ed to the b�nder t In lieu of light broom finish, evenly d�stnbute a smgfe layers of water worn, durable gravet, C Consolidate placed concrete by mechanical v�brating equipment supplement by hand spad�ng , i
course pnor to mstallat�on of the wear�ng co�rse 3J8" maximum and 1;8" minimum of tanbeige color roddmg or tampmg (except for slabs) �
bottom of fabnc 2 Embed the aggregate by patting with a darby and float and darby unt�l a{I aggregate �s D Depos�t and consolidate concrete slabs �n a contmuous operat�on
D Post tops Weathertight closure cap, one cap for each post �� i ' thorou hl pmbedded ust beneath the surface E Brin slab surfaces to correct leve! wrth strai hted e and stnkeoff Use bul� floats or darb�es ±o � �
E Stretcher Bars One p�ece lengths equal to full he�ght of fabnc with minimum cross-sectio� of �� R IN 9 Y � 1 , 9 9 9 � ; �
3/16" x 3�4" Prov�de with bards at 15" o c A Ro'1 paveme;it with tandom steel wheel eight ton roller when mixture wi�l bear rotler we�ghi w;thoui 3 Expose the aggregate as soon as the grout cavenng the agg�egate can be removed by smcoth surtace, free of humps of hoilows I
F Swing gate to have penmeter frames of 1 9" OD p�pe, finished to match tramework, w�th honzontal excessive d�splacement s�muftaneously brushmg and hosing with water F Mainta;n mesh reinforcing in approx�mately the middle of siab dur�ng concrete placement ' �
and vsrtical members to ensure proper gate operat�on and for attachment of fabrlc, hardware and � Compact mixiure with hot hand tampers or vibrat�ng plate compactors �n areas inaccess:bte to operat�ons
QCJ��.•37 IN G Protect concrete worlc from physical damage or red�ced strergth w�th could be caused by frost
accessones Use same fabnc as fo► fence Provide diagcnal cross-b�acing consisting o' 3��" � q�l�m lish breaKdown or initial rollin �mmediatel totlawm rolling of oints and o�tsida ed e A Protect and mo�st cure f�rnshed concrete avin com I w►th a �icable re u�remerts of Di���sicn 3 ireezm actions, or low tem eratures ! .�
diameter ad�ustable length truss rods on gates P 5 Y 9 1 9 P 9. F Y PP q 9 P J _
G Furn�sh the following hardware and accessories for each gate D Perform t�nish ro�ling while mixtur2 is sti{!warm enough for remova!oi ro►ler marks Cont�nue rolf�ng sect�ons H Do not use calcium chlor�de, salt and other matenals containmg antifreeze ageris or chem�cal
1 Hinges One and one-half pa�r to �uit gate size, non-liit-off type oftset to permit 180 �ntil roRer mar4cs are elimmated and course has attained max�mum de�sity r 1 r � accelerators
�egrees gate open�ng E Remove and replace pavmg areas mixed wdh foreign ma,erials ard defe..t�ve areas _25 � 3g REPAIRS Af�D PROTECTIQN I When hot weather conditions exist that would senously impair qual;ty and strength ot cor�cr�te
2 Latch Forked type and plunger-bar type to permii o�erations from er;her side of gate, with F After finai roll�ng,do not perm�t vehicular traffic on pavement untd it has ccoled and har�zned A Protect corx;rete from damage unt�l accepiance of work Exclude tratfic trorr� pavement for a! least 7 � omp iance with Amencan Co�cr�te Inst�tute 3v5 � �
padiock eye ^4 PPV f�A T AR AN " R M days after ptacement �� �.��� , 0� �
H Slats to be 2-3�8"wide x 3;8"th�ck redwood Q?�13.� E EN M KINGS D �A BU PERS.
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A Anchor concrete car bumpers to pavement wrth two each 2' iong doweis dnven ihrough holes m Y �
I Use wire iies spaced 12"o c for+ying tabnc to tension w�re ` �C ncre� su C�s xpo d-t�evv"�i�the rnsh work tc have textur� im � y ; rm ac� �
� Provide concrete witr a minimum 28-�ay compres�ive strength of 3C00 psi using at least 5-t/2 bumper mto pavements and tdl around dowels with cor��reie matenal used, with tie hetes and defective reas repa�red and patche a f;n�A @�t, r i
sacks of cement per cuh�c ya�d, 1" max.imum s�-e aggregate, max�mum 4" stump, and 2% to 4% B Appl�r two !2) ccats pavement markmg pa�nt r�1dh �necharical ea��pmer�t to product un�torm stra�ght �p�e�i��n��x�ee� �t�" �rr�h,��d�it �t�pped o AWAY [�
�r`a� 1`` �( �'`� i
ernra�ned a�r � - edges , �.���� �
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B Re�r�orcing Bars: Deformed steel, ASTM A 615, Grade 60 oi the s¢es shown. � �
03010'37 MiONOLITHIG SLAB FINiSHE�: C Bond breaker Stnps: 15-Ib asphalt roofmg felts comply�ng w�th AST�A D226, or 1�-ib c�a!-tar 04200.38 REPAIR POINTING AND CLEANING. DIVlSION 6 - WO�D AND PIASTlCS � Q
A. Apply!loat firns��to monol�th�c slab surfaces After screed�ng, consol�dat�ng, and Ievei�ng concrete roofmg fett compfymg wdh ASTM D227. ' A Pointing: Dunng the toot��g of Jomts, enfarge any vo�ds or holes, except weep holes, and U �
stabs, do not work surface unt�l ready for floatmg Begin floatmg when surface water has D Steei LiMets. Structural steel shapes,plates and bars compiymg wdh ASTM A 36. completely f�li wdh mortar. Pomt-up ali Jo�nts at corners, open�ngs and ad�acent work to prov�de a
d�sappeared or when concrete has st�ffened suff�c�ently ta permrt operatbn or power dnven floats E Insulatbn R id cbsed-�ell ex anded i st rene insulatbn board wth irrte ral hi h densit skm; neat unitorm earance, ro �i repared for a ���at�on of caulk�n or sealant com unds. �EC'TION 06100 - R�UGH CARpENTRY �"' m �
P Po Y Y 9 9 Y , aPP P Pe Y P PP , 9 P° ' (� � O
Check and level surface plane to a tolerance not exceedmg 1/4" in 10' when tested with a 10' complying w�h FS-HH 1523, Type II, Class B Min. 30 psi compressive strength, K-vafue cf G 20,
straightedge. 0 5%max�mum water absorption,2'-0"wide by manufactures standard length Q�Q� GEtvERAL C�
B. Prov�de 1/2"pitch m 4'-0"diameter of all floor drams 1. Dow Chem�cal U.S.A `Styrofoam". � ' � v
2. W R Grace&Co-"Zonolde". Q�00.11 RELATED DOCUMENTS. +�
� 0301Q.38 GONGRETE SLAB GURINC AND PROTECTION: F. Insulation Adhesive: Type recommended by insulation manufacturer and compty�ng w�th fire- A. Drawmgs,Specdicatbns, D�v�swn 1 and Contract. � Z
A. Proted freshly placed concrete from premature drymg and excessive cold or hot temperatures res�stance requiremerits. � � �
' B Prov�de mo�sture curmg by one of the folbwing methods for a penod of 7 days. G. Wood Btockmg: 34S dressed kiln dr�ed lumbe� oi size as noted on drawmgs with pressure Q�2 �FSGRIP710N OF WORK: � �
1. CovennQ concrete surface with specified absorptive cover, thoroughly saturatmg cover treatment per rough carperrtry sectbn oi Divisbn 6 of spec'rf�cations. A. Rough carpentry �ncludes carpentry wo�lc not specified as part oi other sections and wh�ch is � �
� wdh water and keepmg continuously wet. H Fumng Strips. 25 gauge galvanized "Z" shape wdh two parallel legs connected by a center leg generally not exposed, expect as otherwise md�cated Types oi work m this sectbn mclude rough (� cq 3 �
� 2. Covenng concrete surtaces w�th moisture-retaming cover for cunng concrete, �laced in {same depth as insulatan). carpeMry tor: �
' w est racticable width 1. United States Gypsum 1. Wood framingiGlued Lam�nated Beams. �..+
�d P 2. Wood grounds, nailers, bbckmg and sleepers � � C �
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' 3. Curing compounds in accordance with ASTM C-3Q9 may be used as directed by the 2. Gold bond Buildmg Products �
� Owner. I. Flashing• Prov�de concealed flashings where noted on drawings and as specrf�ed. Flash�ng to be 3. Wood furnng. _ 'y �i. L
; coppe�bonded to asphalt impregnated cotton fabr�c both s�des. 4 Sheathing � a p
� 03010.39 RFMOVAL_OF FORMS: 5 FabriCated solyd web root Joists. i � t O
! A. Formworlc may not be removed m less than 5 days or until concrete has attamed suff�c�eM strength d4200.25 MORTAR AND GROL►T MIXES:
I � ' �
� to carry bads A Do not bwer the freezing point of mortar by use of admixtures or anti-freeze agents. Q�QQ�]� REFERENCES: •-
' 03010.310 GONGRETE SURFAGE REPAIRS: 1. Do not use ca�ium chobnde in moRar or grout.
A. Comply wdh Produd Standard 20 for lumber. � � tA 0
, B. Mortar for und masonry: Compy v�nth ASTM C270, Proport�on Specrficatbn, except limd matenals to B. Compty wdh Product Standard 1 for plywood or wdh appl�cabte APA Performance Standard for type ;,,,
, � A. Cut out honeycomb, rock pockets, voids over 1/4` in any d�mensbn, and holes left by tie rods and those spec'rfied herein,and limit cemenUlime ration(by Volume as folbws: of panel ind►cated. � � � �
; bolts, down to sol�d concrete but, in no case to a depth of less than 1". Make edges of cuts 1. Type S Ove�1/4 up to 1/2 part lime per part of portland cemerrt. C. Comply with Prod�x:t Standard 56 for glued tammated timber. � � �
r rfa e Thorou h clean dam n with water and brush-coat the , D. Compy with National Resea�ch Board (NRB) reqwrements (BOCA, ICBO, 8 SBCC) for fabncated .� V• � _
Ip e r p e n d�c u l a r t o t h e c o n c e t e s u c g y , p e
� area to be patched with spec�fied bondmg agent. Place patching mortar after bond�ng compound 04200.3 FxEGIRION s o l i d w e b ro o f/f l o o r j o i s t s.
� has dned.
I 04200•31 ItiSTALLATION. CENERAL: Q�Q4,,14 PRODUCT HANDLING:
DIVISION 4 MASONRY A. Thidcness� Build smgle-wythe walls to the actual thickness of the masonry unds, using urnts of A. Keeping matenals dry at all times. Protect against exposure to weather and contact wdh damp or �
� nominal thickness shown or specrfied.
wet su aces.
I ' B Cut masonry units wfth motor-driven saw designed to cut masonry with clean sharp, unch�pped
SECTION 04200- UNIT MASONRY edges. Cut unds as required to prov�de pattern shown and to f�t ad�oming work neatly. Use full Q�,QQ,�� JOB CONDITIONS:
� units without cutt�ng wherever possble. A. Fit carperitry worlc to other work; scribe and cope as required for accurate fit. Correlate locat�on ot
Q4200.1 [�FNFRAI _ C. Do not wet concrete masonry units. fumng, nailers, bbdcing,grounds and s�mitar suppoRs to albw proper attachmerrt of other woric
D Frozen Materials and Woric: Do not use frozen matenals or matenals mixed or coated with ice or 06100-2 pRODUCTS
042Q0•11 RFI ATED DOGUMENTS. frost. Do not build on frozen worlc. Remove and replace masonry wortc damaged by frost or
� ` A. Drawmgs,specd�catwns, Drvisbrt�and Contrad. freezing. •
E. Pattem bond. Lay masonry in running bond with vert�cal�oint in each course centered on unds in Qfi1QQ,Zi MATERIALS:
04200•12 DESGRIPTION OF WORK: courses a b ove a n d b e low. B o n d a n d i n t e r l o d c e a c h c o u r s e a t c o m e r s, u n l e s s o t h e r w i s e s h o w n. A. Norrnnal sizes are�ndicated, except as shown by detail dimensans.
A. Extent oi each type of masonry wo�lc�s indicated on drawings F. Lay-up walls plumb and true and wdh courses level, accurately spaced and coordinated with other 1. Provide dressed lumber, S4S, unless otherwise indicated.
2. Prov�de seasoned lumber wdh 19%maximum moisture corrterrt at time of dressing
woiic.
`0420Q.13 ' ' JOB CONDITIONS: G. Stopping and Resummg Work. Rack back 1/2- masonry unit length m each course; do not tooth. B. For framing (2 x 4, 6 & 8 IMenor) provide construction grade Douglas Fr, Westem Hemb or
A. Protection of work• dunng erectwn, oover top of walls with heavy waterproof sheet�ng at end oi Clean exposed surfaces of set masonry, and remove loose masonry unds and mortar pnor to laymg Southem Pine.
each days'work cover part�atly completed structures when work�s not m progress. fresh masonry. C. For structural framing(4'&6'raminal th�dcness) prov�de No 1 Oougtas Fr or No+1 K D Southem
° B. Do not apply conceMrated bads for at least 3 days atter buddmg masonry walls or columns. M. As the worlc progresses, bwld-in items specified under this and other sections of these Yelfow Pine with rtunimum f= 1500 p s.i.
C. Pertorm the folbwing constructan procedures dunng cold weather while the woric is progressmg specif�cations. Fill m sol�dty with masonry around build-in items. D. For headers, rafters, ledgers, and exterar 2 x 6 walls prov�de No. 2 Grade Douglas Fir or No 2
I _ 1. When a�r temperature �s from 40 degrees F(4 degrees C) 1. Fill space between hollow metal frames and masonry sot�dty-wdh mortar. Dense K D Southem Pme wdh mirnmum f= 1250 p s.i.
� to 32 degrees F (0 degrees C), heat sand or m�xing water to produce mortar temperatures E. Plywood panels shall be APA performance-rated panels complymg wdh requiremer�ts indicated for
i between 40 degrees F(4 degrees C) and 120 degrees F (49 degrees C). Q4200•32 MORTAR BEDbING AND JOINTIN : grade designation, span ratmg, exposure durability classrfication. Identify each panel wdh
2. When air temperature is from 32 degrees F (0 degrees C) to 25 �legrees F (-4degrees C), A. Use Type S mortarfor all masonry walls. appropnate APA trademark.
I heat sand or water to produce mortar temperature between 40 degrees F (4 degrees C) B. Muc mortar ingredierrts fo�a min�mum of five mmutes in a mechan'�cal batch mixer. Use water clean . 1 Wall Sheathing:
and 120 degrees F(49 degrees C),maintain temperature of mortar on boards above ' and free of deleterious materials which woutd impair the work. Do not use mortar wh�ch has begun a Exposure Durabitity Classif'icatan• Exterior.
freezing. to set, or if more than 2-1/2 hours has elapsed smce mdial mixmg Retemper mortar during 2-1J2
hour period as required to restore workabil'rty.
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± b. S n Rati 24/0 16/0 for curved members � .
I C. Lay hollow concrete masonry un�ts with full mortar coverage on honzorrtal and vertical face shells; DIVISION 5 - METALS � �• � � �
� 3. When air temperature is from 25 degrees F (-4 degrees C)to 20 degrees F (-7 degrees C), also bed webs in mortar in startmg course on footmgs and foundat�on walls and m all courses of 2. Roof Sheathtng. / 1
� - heat sand and mixing water to produce mortar temperatures between 40 degrees F (4 piers, columns and pilasters, and where ad�aceM to cells or cav�ties to be reinforced or to be fdled a Exposure Durabildy Classification Extenor V
� , SFCTION 05010 - METAL MATERIALS b. Span Rating: 32/16 � a
; degrees c) and 120 degrees F (49 deg�ees C); mairrtain temperature of mortar on boards with ooncrete or grout.
� � above freezmg; use salamanders or other heat sources on both sides of watls under D. Joirrts: Mairrtam 3/8"pints and cut flush F. Locate term�fe sh�eld at all exterior walls of 20 gauge sheet metal wdh a hot-d�p zmc coat�ng and
� construdbn;use wind breaks when wmd�s in excess of 15 mph. Q�Q1Q,1 � NFRA mechanically broke to configuratan mdicated. � �
� 4, When air temperature is 20 degrees F (-7 degre�s_C) and below, heat sand and mucing 0420Q.,� HORIZONT���INT REINFORGINC: G. Pmv�de anchorages of size, type, material and fmish as md�cated. Provide metal hangers and
, water to produce mortar temperatures between 40 degrees F (4 degrees C} and 120 A. Provide continuous hor¢orrtal pint remforcmg as shown and specif�ed. Fully embed bngitudinal Q,�Q�,Q,]1 RF� ATED DOGLMENTS. framng anch�rs of the s¢e and type recommer�ded by the manufacturer. Fasteners in contact with
� degrees F(d9 degrees C);provide encbsures and auxiliaryr heat to mamta�n air temperature sKfe rods m mortar for their entire length wdh a mmimum cover of 5/8"on extenor s�de of walls and A. Drawings,Speaf�catbns, Drvision 1, 1/3 contrad. stucco and used with fbor plates to have hot�lip zinc coatmg.
; � above 32 degrees F(0 degrees C),do not la�units wh�ch have a surf�ce temperature of 20 1/2'at other locations Lap reirtforcemeM a mmimum oi 6" at ends ot un�ts Do not bndge cor�trol B. Sectan 03010 for concrete 1/3 masonry steel reinforcemerrt. H. Building paper to be 15#k Asphalt saturated felt, non-perforated for vert�cal suriaces and 43#
; degrees F(-7 degrees C; pr bebw. � � • ' � and°`expansion�oirrts with reiMorcing, as othervvise mdicated. Provide continudy at comers and wall Asphaft saturated ielt, non-perforated for honzontal and sbped surfaces.
; D. PerfoRn the followmg protectans during cold weather for compteted masonry and masonry not irrtersections by use oi prefabncated "L" and 'T sections. Cut and bend units as directed by ¢5010•12 nFSGRIPTION OF WORK: I. Glued lam�nated beams to be constn�ded of any softwood �mber and meet or exceed Fc =2400
bemg worked on: � ' manufacturer for continuity at returns, offsets, colurnn tireproofmg, p�pe enclosures and oiher A. Structural steel,boRs, 1/3 welds p s.i., Fv = 94 p.s.i., Fc (tension face) = 218 p s.i, Fc (campression face_ = 318 p s.i. and E _
' 1. When the mean daity air tE:mperature is from 40 degrees F(4 degrees C)to 3 2 d e g�ees F(0 � S������a�, � 1,600,000 p.s.i. (U B.C. 24 F-V3) Waterproof adhesive is to be used and end sealer is to be used
i QU LITY ASSLIRANGE: by marwfacturer. Un�ts shall be manufactured by AITC-I�cens e d flrm a r x i s h a l t b e i r x lu s tna l gr a d e
; degrees C), protect masonry trom ram or srtow for at least 24 hours by covenng with 1. For Single-wythe walks,pace re�nforcing at 16"o.c.vert�calty,unless otherw�se�nd�cated. 05010.13
� weather-resistive membrdne. B. ReiMorce masonry openings greater than i'-0" wide, with hor¢ontal pint remforcmg ptaced in 2 A. Latest AISC cbdes 1/3 Handbooks�(� AITC 110 with a comber of 1/180 of the span.
2. When mean dady air tec+nperature is from 32 degrees F (0 degrees C) to 25 degrees F(-4 honzontal joirrts approximately 8' apart, b�th immediately above and IiMet and below ihe silt. J. Fabncated roof p�sts shall be constn�cted of sol�d lumber or lammated lumber(3 1/2 x 1 1/2 actual
� degrees G), completely cover masonry with weather-resistive membrane for at lease 24 Extend reir�forcing a mirnmum of 2"-0'w�de.with honzoMal�Oint re�ntorc�g placed �n 2 honzarrtal 05010•2 PRODUCTS: size�top and bottom flange with 1/2'structural plywood web Units shall be des�gned for structura!
I
i �u� joiMs approximately 8" apart, both immediately above the Imtel and below the sill Extend A. Welding to corrfortn with AWS D1 1-82 of the American Weldmg Soaety. constraints on drawings with maximum spacmg o 2 o c.
I 3. When mean daily air tE�mperature is from 25 degrees F (-4 degrees C) to 20 degrees F (-7 reinforcmg a minimum of 2"-0" beyond jambs oi the opening, bndging control �oints where B. Rolled sedbns and plates ASTM a-36, FY=36 k.s.i, except where specrfically noted on drawmgs a
i degrees C), completel�+ cover masonry wdh msulatmg blankets or similar protection for at provided. C. Structural pipes ASTM A501, FY=36 k.s i ,or A53,Grade B, FY= 35 k.s.i_ 06100.22 WOOD TREATMENT: �, 5 �;
D. Structural tubes. ASTM A500, Grade B, FY=46 k.s i A. Where lumber or plywood �s md�cated as "Treated', or is specif�ed herem to be "Treated", comply
' least 24 hours.
i 4 When mean dai�r temparature�s 20 degrees F (-7 degrees C) and bebw, mamtam masonry 04200.34 FURRINC AND INSL� ATL ION- E. Bofts and pla�n anchors� ASTM A-307 or A36 with applicable reqwrements. Mark each treated item wdh the AWPB Qualrty Mark equ�reme s
temperature above 32 degrees F (0 degrees C) for 24 hours using enclosures and A Install honzontat wood block�ng around the base oi all locai�ons to rece�ve �nsulatan at the heigM F. Weldmg rods E-70 Senes low hydrogen 1. Pressure-treat above-ground items wdh water:bome preservatrves complymg wdh AWPB
� supplementary heat, electnc heatmg blankets, �nfrared lamps, or other acceptable � ry po p Treat mdicated
indicated on the drawi s Anchor to the mason wdh wer drrven fasteners or ex ans�on dr�ves LP-2. After treatment, kiln-dry to a maximum moisture content of 15%.
� methods. , at 12"o c. Q�QiQ,� EXECUTION: dems and the folbwing:
' B. Attached metal fumng "Z" channels vertically of single p�ece for full he�gM ot wall or max�mum A Expansion bolts in concrete- ICBO approved dnlled anchors (Hdti or Ramset} T�ghten to a. Wood sills, sleepers, bbcking, fumng, stnppmg, and s�m�lar concealed members m
, 04200•2 PRODUCT ' possible length. Space 2" - 4' clearance betweer channels (width of insulationj and anchor with manufacturers specificat�ons Where expansbn bofts are used to connect wood ledgers or plates, coMact wdh the fbor or foundatwn
� _ power driven fasteners at 16"o.c prov�de a mirnmum 4"x 4"x 1/4"plate washer to tighten the nut agamst to set ttie expander b. Wood curt�s,bbckmg and na�lers located above the roof sheathmg
42� pU.21 MASONRY UNITS. GEfVERAL,; C Install supplementary wood blockmg at the locations of all fm�sh dems to be mstalled to walls after B. Comply wdh Amencan Welding Soc�ety Standards. AA welders shall hold val�d certrf�cates and have B. Glued laminate urnts sha11 receive heavy saturation coat of penetrat+ng sealer on al! surtaces after
A. Manufacturer: Obtain masonry un�ts from one manufacturer, ot unrform texture and color for each mstallation of stucco and as noted on the drawmgs Anchor to the masonry wdh power dnven cuRent expenence �n the type of weld called for. Certiiicztes shall be those �ssued by an accepted fabr�catbn,sandmg and end-coat seal�ng.
� kind required,for each conlinuvus area and v�sualty related ateas fasteners or expanswn dnves at 12"o.0 testing agency
D Apply msulatbn vertically between the"Z" channels of max�mum possible lengths Apply mastic to C. The buming of new or enlargemeM of bolt holes is not permitted 06100.3 EXECUTION
� 042Q0•�� c'ONGRETE MASONRY L1NIT� the back s�de of msulatbn perthe manufacturers recommendat�ons pnor to sett�ng into place D. Non-bolted connectbns whe�e the weld symbol is not shown shall be welded at all avadable areas '
A S¢e Manutacturer's standarcl unds w�th nominal face dimenswns of 16"long x 8" (15-518"x 7-5/8" _ w�th the mmimum size fdlet weld per AISC. 061 QO•31 INSTALLATION.
actual), unless olherwise md�cated ASTM C90 D4200 35 I T � E. A teslmg laboratory shall ultra-sorncally test alt full penetrat�on wefds and 20% of alt part�al A General:
B Special Shapes• Provide whare required for I�ntels, comers, �ambs, sash, control �o�nts, headers, A tnstall loose Imtels af steel where shown penetratbn welds V�sually mspect fitlet welds 1 Set carperrtry work accurately to requ�red levels and I�nes, w�th members plumb and true
� bondmg and other special ccnditbns F. Welds md�cated wdh a sho weld symbol ma be made in the field wrth a roval ot the Structural and accurately cut and fitted
B Provide minimum bear►ng at each Jamb, oi 4" for operongs less than 4"-0" wide, 8" for w�der p y pp
N tor eneral use in exterbr walls above and below rade that may or may not be o enin s Grout sol�d mmimum of three block course (24") below all Imtet beanng Engineer through the Architect. 2 Securety attach carpentry work to substate by anchonng and fastenmg as shown
1 Grade g 9 p 9
exposed to moisture pe�etratbn or the weather, and for mterior walls and backup G Minimum embedment of boits in masonry, grout, or concrete 8"w�th a head a1 the embedded end Coumersmk na�l heads on exposed carpentry work and fill holes Use common w�re na�s
042Q0 36 �ONTROL AND EXPANSION JOINTS. or 5"wdh a 3" hook at the embedded end except as otherw�se md�caied Select 'asteners of s¢e that w�ll not pe�etrate members
� 4� MOR7AR MATERIALS: A Prov�de vert�ca! expansion, control and isolation jomts in masonry where shown 8u�ld-in related H. The suriacES oi structural steel members which are to be welded shalt not be pamted unt�l after the where appos�te s�de wsll 5e expo�sd to v�ew or will�eceive f+n�sh matenals i
A Portland Cemer�t ASTM C150, Type I, except Ty�e III may be used for cotd weather construct�on masonry accessory �tems as the masonry work pr�gresses welding at the shop or f�led has been completed S Stud �ram�ng � �
1. Where slotted holes for bolts occur, the boft shall be placed �n the center of the slot 1 Prov+�e stud framing as shown Prov�de smgfe bottom plate and doubl2-top plates 2"th�cic !
Prov�de natural cobr. �
B Hydrated lime ATM C207,Type S 4 7 Fl ASHING OF MASONRY WORK J. Structural steel shali be prepared for paintmg in accordance w�th AISC Specif�cations and thsn by width of studs. Nai�or anchor plates to supporting constn,c bn
A re ates. ASTM C144, exce t for oints less than 1/4" use aggregate graded with 100°o A Provide conceaied tlashings m masonry worlc at,or above, atl shelf angles, Imtels, ledges an�other painting wth a 2 mil dry thickness of rust �nhibdor metal primer Touch-up all surtaces m the field 2 Construct comers and intersec;ions with 3 studs Prov�de m�scellaneous block�ng and , �
� 99 9 P 1
passmg the No 16 sieve obstruct�ons to the downward ilow of water m the wall so as to drvert such water to the exterror where the paint has been damaged or removed Do not pairit steel which is to be embedded in frammg as 5hcwn and as required for support of facing mat2rials, f�xtures, spec�a y dems � �j
D Water Clean,free of deletenous mater�als wh�ch would impair strength or bond Prepare masonry surfaces smooth and free from pro�ections which could pun�ture flashmg Ptace concrete or covered w�th spray-on i�reproofmg and trim. _
through-wall f�ashing on bed of mortar ard cover wdh mortar. Seal penetrations in ftashing with a Prov�e cont�nuous hc�rzontal blockmg row at m�i-he��ht af extenar wal�s, �smg �'
p42QQ 24 MASONRY ACCESSORIES. mastic bsfore cover�ng wdh martar � as wa r partdbns
A Provide welded wire remforcmg urnts prefabncated �n straight lengths of not les� than �C', w�th � cxtend flashmgs the tull length ot lintels and shelt arzgtes ard m�n�mum of 4" �nta masonry 3� �ra . o���gs .,,,� he,�de ,h� �olu ns or posts of muilipte m s�af O
w h A Th 1 A82 w�t h n f las hm from a I�nE 1?2" i�fra m e x t e n o r f a c e o f o u t e r w y t h e o f m a s o n ry, ;�� ;4t� n;�a s�n�te "on a `m�s ;S�i��ers nd beams on edge a �
m a t c h m g c o m e r a r�d t e e u n d s F a b r�c a t e f r o m c o l d-d r a w r s t e e i w�r e c�m p f y�n g r i S e a c h e n d E x t e d g ���_� �;;'i�t ;�s s f h�`r i�a e� . s!u�s. ���s�u� f !! ti��g ht oi wai l at �r�� ., o f h +
deforme d continuous si de ro ds ano p�ain cross-ro ds, an d a un�t w�d t h o t �-1�2' t o 2" i es s t h a n t h r o u g h f h e o u t e r w y t h e, t u r n e d u p a m i n�m u m o f 4", a n d t h r o�g h t h e �n n e r w y t h e �n�:e r
th►ckness of wal!or part►t�ons wythe to withm 1/2"of the mterior face of the wa�l �n exp::sed work V'Jhere �nter�or surtace beam c� � r�
1 Truss type fabr�cated wdh smgle pa�r of 9 ga s�de rods a�d 9 ga continuous diagonal cross- of mr�er wythe �s concealecf by furring, carry flash�rg compietely ihrough the irner wythe ` � JAM
roads spaceci not more than 16` o c and ium up approx�mately 2"
f ���r'�'�a� I`� �' � ����. � �.�„ T AW AY I�
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1 Irtterbr grade plywood or 45#part�c�e �ard of mm�m�m 3!4"th�ckness � Concrete roof�r,g t,les � �
� Heade:s arxi posts to be naded unrts of wood members Nails to be of sufficierit 2 039"thick, General Purpose Type (h�h-p�e�sure) plastic larrt��ate wdh Gbssometer rating L �
' iength io penetrate ail members nad from both s�des w�th two rows of na�ls on each Q�.1�2.22 �ONNECT(ZRS•
side and space nails 12'o c staggered over lengths A All truss oonnector plates shall be manuiactured from only prime commerci2l quaf�ty qalvarnzed lengthwise of 6+-2 Q7310•13 JOB CONDITIONS.
sheet of no less than 20 gauge (0 d36")th�cicness wh�ch has a mmimum y�eld oi 33,000 F' � ; ar�d a 3 Fabncate countertops and baJcsplashes as s�rx,��e un�is A Proceed with tilmg work only after substratE construct�on and penetrat�ng work nave been ` � .~.
C Jo�st Frarr.�reg �� G � ?retirnshed Paneh
1 Prov�da fram�ng of s�zes and spacmg shown Install wdh crawn edge�p and support_ends mm�mum uftimate tensile strength ot 48,000 P S i The corrosbn resistani ccat�ng sha�f be 1 2� o_ G �9- campleied �
• er s are toot, commercial class, hot dipped galvan�zed or eq��valent A!{ conn�ctors shail 1 Fiberglass re�nforced polyester panels 1/8" th�ck w�th pebble gramed finish and matching g Proceed w�th tiling wo�: only when weather cond�t�ons are m compl�ance w�th manutacturers � �
of each member wdh jo�st hangers of 1 1/2 of beanng on wood or metal and/o� 3" on P �
ma._�onry where applicable Do not notch m middle third oi prsts, limd notches to 1/6 depth conform wdh design specrf�cations for light metal plate connected wood trusses by Tr�ss Plate PVC moldmgs recammendatbns and when substrate is completely dry � V �
ot p�st, Z/3 a� er,ds Do not bare holes larger than 1/3 depth of p�sts or bcate cbser than
Instrtute H Provide nads, screws and other anchoring dev�ces of the proper type, size, matenal and finish for �
2"trom top or botiom B Each plate shaN bear the stamped name of ds manufact�rer wh�ch shail be the same as the con�any appi+cat►on ind�cated to prov�de secure attachmerri, concealeC where possible 07310•2 PRODUCTS � _
2 Prefabr�cated root p►sts are to have�holes cut through web in field fum�shin g the e n gineered tn�ss des�gn U O
� FXEGLITION Q7310_21 C'ONGRETE TILE ROOFINC MA T E R I ALS. � � � N
D Installatan of Ptywood. C Where f�ekl connect�ons of truss sub-assemblies are necessary, special nail on spl�ce plate., are 062�0.3
t Install roof sheath� wrth face grain across supports usmg panels cont�nuous over 2 or acceptable, providing the plate sizes and positions are shown on the truss engmeenng design as A Extruded concrete tdes arxi t�le fmmgs(rKige,top f�lier, eave cbsure, etc ) shali be Double Barrel m � r'
�9 0620Q.31 �STALLATI�N �
more spans w�th ecxi purts between panels staggered and located over cerrter ot supports approved by the truss plate manufacturer terra cotta as manufactured by Lrfetile � .cti 3 �
A D�scard unds of matenal wh�ch are unsound,warped, bowed, tw�sted,or too small to fabncate work 1 Corttrador may obta�n pr�ng from Lrfet�le (714) 822-4407 In CA r .:,
as noted on shear wall schedule Prov�de edge bbckmg as noted and support of 06 92.23 B Install the work plumb, level,true and stra�ghi wdh no d�stortbn Sh�m as required using concealed
uns�pported bg edges wrth "plyclips" elsewhere Use nails as noted-0n shear wail (813) 676-9405 m FL }, � v 0
'schedule A P�ov�de s�ze and type of nads, screws, bolts, nuts, washers and anchormg dev�ces as noted on the shims Install to a tolerance of 1/8" m 8'-0"for plumb and level countertops 713) 371-2634 m TX
drawi s C Scr�be and cut work to fd adpinmg work,and ref�rnsh cut surfaces or repa�r damaged fm�sh at cuts Aftemate"S"tde from Morner Tile {714) 737-3888 m CA � N •` a0
2 Ir�stal�waq sheath�ng vER"�calfy wdh bng edges parallel to and centered over studs Prov�de � D Install tnm with minimum number of �o�nts poss�ble, us�ng tull-length pieces Stagger �oints �n (301) 335-8822 m MD y a �
sol�d wood bbdc�ng wherever end pmts do rat bear agamst frammg s�lts or plates Stagger ad'acerrt and related members Co at retums, mder at come�s and use scarf oirrts for end-to-end
hor¢ontal piMS Nad to each support around penmeter at edge, end supports, and at Qfi182.24 FABRICATION. 1 Pe 1 B Asphalt-saturated felt to be 43 pound
mtemiediate supports as noted on shear wall scheduie Use nads as noted on shear wali A All truss members shall be accurately cut to length, angle and true to I�ne to assure t�ght pmts for �oiMs
C Nails for t�les and cleats to be t 1 gauge copper r�ng shank nad in length to g�ve proper penetrat�on L � +r U
§chedule fmished truss E Anchor finish carpentry worlc to blockmg w�th couritersunk, concealed fasteners and blind nailing as Nads for fett to be hot-d�pped zmc-coated 11 or 12 gauge,barbed shank, mm�mum 3�8" d�ameter � �
� f r II sheath� B Connector Piates shail be simultaneously pressed into each side of the �oints using a mmimum required for a complete instaliation Use fine fin�shing nails for exposed na�iings, countersunk and head, sharp poirrted conventanal roofmg nads, m length to penetrate sheathmg y ` y C
3. A l i o w 1/8"o p e n s p a c e b e t w e e n e d g e s a n d e n d s o f a d�a c e r i t p a n e l s o a n g f d l e d f l u s h w�t h f�rn s h e d s u�f a c e • D P t a s t�c c em ent for gable rakes to be non-runni n g, heav y bod y piast�c cement composed of � m �
� E Glued Larrrnated Beams- vertical pressure of 50 tons w hi le a l l truss me m b e r s a r e t g h t l y G a m p e d t o s p e c�a i��g s
' 1. Ir�stap in o o m p i'�ance vvith AfTC 108'Standard for Heavy timer Constnx:tbn" C No open joints w hic h depe n d on s t i f i n e s s o f t h e m e t a i c o n n e c t o r p l a t e t o t r a n s m i t s t r e s s e s n o t F In s t all prefinished p anelm g in accordanca with manufacturers mstruct�ons using ihe manufacturer's asbestos fibers, asphatt and other mineral mgred�ertts � E � C�
, 2. Beams are rat to be cut in the field exc;ept for fastener dnlling and other m�rar cutting. � improper frtting pirtts wiil be albwed adhesrve, ct�ps and su g gested na�lmg Install drvis�on, corner and edge moldmgs as suppl�ed by E Prov�le 1" nominal treated wood battens and ndge sinngers � 0 ap �
' tales are to be cxit thru unds in t�eid D No wane or kra tt s s h a l l e M e r t h e j o i r r t o r c o n n e c U o n u n d e r t h e n ail pl a te _ paneling manufacture�for color and desgn of panelmg F Provide galvaruzed sheet metal flashing at vertical walis and fasc�a top .� V �p _
� �. Misc�Naneous Instapation. ' E No more than one (1) INe knot of a size specrf�ed and conforming to the proper grade mark w�ll be G Anchor courrtertops securely to base unrts and other support systems us�ng concealed screws :
1. Termite shield to be punched to fit anchor bott locatwns and set in a bed of bdumen accepted m total between the two members pinted at a s�ngle connectan Seal �oint between backsplashes and vert�cal/honzontal surfaces wrth cont�nuous sd�cone nibber 07310.3 EXECUTION
� ��� F Each truss shall be permanently stamped with the name and address of the truss fabncator sealant.
; G Each Wss shall be cleariy marked andJor flagged md�cating po�ms of pick-up Q7310•31 INSPECTION.
2. One layer of�'i 5 buildmg paper shall be app�ied honzontal to aa vertical surfaces�receive � FINISHINC AND PROTEGTION. A Installer of tdes must examme substrate and conddans under wh�ch tile worlc is to be performed and
i a stucoo finish. Tw�o layer5��43 buil�ng paper sha�be applied b aU ho�izontal surfaces H All trusses shall be banded together tor sh�pment To the pb site � AD,lUSTh'ENT GLEaNINC �
' to r�eceive a stu000 fi�ash. AN bu�d'mg paper is to be lapped 4'at edges and ends with nails I Multiple trusses of two un�ts shall be naded together t�om both sides w�th two rows of na�ls on each A Repair or replace damaged and defectNe firnsh carpeMry woric wherever possible to eliminate must notrfy Contractor of unsatisfadory conddans
�6.o��ap� side of top, bottom and mansard chord spaced 12"o.c staggered over length and one row at 12" defects functanally and v�sually.
I o c.each side of web members B Clean firnsh carpentry wo�lc on exposed and semi-exposed surfaces Touch-up shop-appl�ed Q7301•32 PR PARATION OF SUBSTRATE.
; J MuRiple trusses of three unds shall be bolted together wdh 1 rL" M.B at 24"o c for top, bottom and firnshes to restore damaged or soded areas A Coordinate installatbn of tiles wdh flashing and other adpm�r►g worlc to msure proper sequenc�ng
i DIVISION 6 - WOOD AND PLASTfCS mansard chord and one each web
07310•33 INSTALLATION:
i DIVISION 7 - THERMAL MOISTURE PROTECTION A Comply wrth instructbn and recommendations of tife manufacturer, except to extend more
I SECTtON 06192 -PREFABHICATED WOOD TRUSSES 06192.3 EXECUTION stringent reqwremertts are md�cated.
� �
j 06192.1 ��� 06192.31 �'rORINC OF TRUSSES. DIVISION 7 - THERMAL AND MOISTURE PROTECTION B Apply one layer of fea over entire surtace parallel to ground level Lap succeeding course vertica
� A Trusses stored prior to erection shall be set m vertical posdan w�th support at f�nal bear�ng po�Ms 6"mirnmum and rntl ends(honzontally)2-1/2 rrurnmum Fasten all edges wdh na�ls at 6"ceMers
� and braced to el�minate unusual brac�ng or tippmg over C Install Flashmg at intersectan of tde roofing and vertical walls Extend itashng 8" min�mum
i Q6192.1,1 RELATED DOCUMENTS: SFrTION 072QQ-INSULATION
A �������, �� � �� B AN bandmg placed on trusses at the fabricator's p1aM shall remam intact unt�l mstallatwn 1 Install flashing at eave Extend flashmg 12" mmimum up mansa�d over roofmg feft a
� g, Consult drawings for reoommended panel oortfiguration and required truss profile with minimum down over iasaa face 2'mirumum.
I 06192,32 . 07200•1 CF_NFRAI D Chaulk honzontal on teR to guide applicatwn of battens and tdes for an mstallatan that is weather
� � member design. ,
� A. Trusses shall be Irfted in the vertical position with extreme care bemg taken to el�minate honzoMal tgM and oi good archdectural appearance
� Ofi192.12 DESCRIPTION �F WORK: bend�ng which would damage truss �megrity. Q�Qg,u BFI ATED DOGIIMENTS. 1 Lay tde to straigM lines parallel to ground level Lap t�le 3" min�mum vertically so that
, � _ A. Preiab�icated planar stnxxural units oons�ting of inetal plate oonnec�ors and dimension lumber B A spreader bar shall be used to lift the truss wdh the mirnmum length bemg one-hatf the tn�ss A Drawmgs, Specd�cat�ons Drvisbn 1 and Contract exposure length does not exceed 1!4"vanatbn from average full t�les shall be used for all
nx u ec•
; assembled p�to delivvery to the job siRe. Types��de� lengih sling lines shall connect vert�cally downward from the two ends and the mid-poiM of the courses wdh tde lap,varying and requir
de 07200•12 pFSGRIPTtON OF WORK.
; � ����w��� spreader bar provbmg a three point p�dc-up 2 Fasten each tde with 1,2,or 3 nails as reqwred m each t�le or f�ting Fasten t�les ove app�ng
� C Installation of the trusses shall be completed by experienced craftsmen follow�ng suggested A Exterit of insulatwn work�s shown on drawings, be gener�c names or by abbreviations ApQl�cations flashmg wdh cooper wire nads and cemerrt
i gu�delines of the fabr�cator Anchorage ind�cated on the drawing shall be completed as the truss of msulation specrfied �nclude the tollow�ng 3 Cement gable rakes,top f�xtures, and eave closures to f�eki tiles and fasten wdh na�ls
I installatbn progresses 1 Foundatan wall insulatbn 4 Cement ndges in laps and where they rest on roof t�les
i2. Blanket-type buddmg insulat�on
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' �UARANTEE. �'
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� D Tn�sses shatl be installed stra�ght and plumb using a string Ime between supports and a level at b7310•34
i each braGng and beanng bcation to assure accuracy Q7200•1� PROD��T HANDLING. A Installer and Contractor shaff guararrtee in wMmg, unconditanally,for a perad of two (2)years from �
� Ofi192.13 OLI�ITY AS-S, 1 AN �
; A. The desiQn and fatxicatbn criteria oi all wood trusses shall meet with 'National Design E Temporary top chord lateral bracmg shall be 2 x 4's la�d flat at quarter pomts abng the length of the A Do not albw insulatbn matenals to become wet, soiled, or cove�ed w�th �ce or snow Comply with date of acceptance ot the woric,all work to be watertgM and free from leaks
icati��s for Stress-Grade Lumber and its Fastenings' by National Forest Products truss Removal of the temporary bracing shall progress with the installation of the permanent manufacturers recommendatans for handling, storage and protection durmg installatbn W
I �� sheathin DIVISION 7 - THERMAL AND MOISTURE PROTECTION a
; Association (I�est revisan); Timber Constnxtion Standards' by American Institute of Timber 9
� Cor�sinx�io� (latest revision)tbe same as if these specificadans and aN their references were set F. PemnaneM bottom chord tateral brac�ng shall be 2 x 4 la�d flat at locations ind�cated on the drav�nngs o7200.2 PRODUCTS (n
� ���� The bottom bracmg is to be laid perpendicular to the plane of the truss and mstalled on the top of
' g. The tab�iCator st�t�e an estabished firm regulariy irnrohred m the engineerirg and tabricatan of the bottom chord wdh 2-16D nails at each truss Q7�QQ,� MATERIALS: SErTION 07510-BIIILT-l1P ROOFING SYSTEM
I the type truases requi�d and sub�a�be b Truss Plate Institute(T.P.1.)in-plant ir�spec�ion. G Concentrated loads shall not be set atop the tnisses untd the completion of the permanent A. Rig�d insulatwn to be extnxfed polystyrene plast�c board insulatan wdh integral high density skm,
� equipmerrt shall not be placed on the roof untd #he installat�on and final naihng of the eMire roof minimum 30 p s � compressive �t�ength, k-value of 0 20, 0 1% maximum water absorption, 07510.1 rFNFRAL
� sheathmg has been completed marwfacturers standard lengths and widths
06192.14 MlNllul � DESIGN CR(TERIA:
� q, pesigrw of pl�es, lumber and configuratbn to be in a000rdance with the approved values as t 'Styrofoam SM"by Dow Chemical U S A 07510.00
; ������� DIVISION 6 - WOOD AND PLASTfCS 2 U C Industnes"Foamular 400" A Drawings, Specification Division 1 and Contract.
I g fiepetl�ve men�r�ress itxneese is pem�tted for trusse�7-9"O.C. (lumber oNy) B. MineraUglass fiber blankeUbatt msulat�on to I�e inorgarnc tibers formed �nto flexible res�l�ent
tive
' C. Live load design is to be for a minimum 30 P.S.F (20 P.S.F. where allowed by local codej with blankets; densdy as �ndicated, but 1.0 pound m�rnmum, k-value of 0 27, manufacturer's sta ar �751 d �2 �q�,R�pT10N OF WORK
� gr�tar loadir�g as rec�uired by local oode authorities. Med�anir.al equipment bad is b be addtive�o SEGTION 0620d- FINISH CARPENTf3Y lengths and widths as requ�red to coordinate wdh spaces to be �nsulated, Type III, reflective A Inst�ll built-up roofing system and base flashmgs
re u
; �� aluminum foil fac�ng wdh integral nading flanges,flame spread rating of 25, =19 g. Instatl necessary sheei metal flashings, pipe and condwt flashings, pitch pans and other
' p $R8CIf1g�1diC�6d Of1 thA d�S iS t0 b@ fh81flt81f19d YYith d@Sigft CdICUlat10f1S bBSed Oft 2'$"O.C. 06200•1 rFNFRAt_
07200.3 FxF�� items as necessary of the roofing system
� �p�.
� E. puratbn foad incxease of 15%maximum for snow oorxl�ans is pem�itttted (lurr�er and connedors 06200•11 RELATED DOCUMEPLTS. 07510.13
, ��e� A Orawings, Specrf�catbns , D�v�sbn 1 and Cornract ¢J�DO_31 �SPECTION.
A The roofing contracto� shall be an Owens-Cornmg Certified Roofing Contractor at the time ���� �hs
� F, peflection W be lim�ed to V240 A Installer must examme substrate and conddan under wh�ch insulatbn work �s to be performed and of bidding.
06200•12 nF�c;RIPTION OF WORK. must noirfy coMraclor of unsatisfactory conditbns
' A Fmish carpentry includes carpentry work which �s exposed to view, and �s non-structural Types of B. Provide �oof covenng matenals bearing UL labels with fire exposure 'Class A'.
Q6i92•15 SI�BMITT : ,
, A Two copies of the desigNshop drawings and stnx:tural calpilatbns shatl be forwarded to the tirnsh carpentry wortc m this sectbn mclude QZ200_32 INSTALLATION.
Regan Consinx:tion Department for pem►anent f�es The folbwing informat�on �s to be noted on 1 Extenor tnm A General 07510.14
nx A Handle and store roofing system installation only when weather conditions are �n
� � ������a� 2 Plywood s�ding. 1 Comply wdh manufacturer's mstructions for particular cond�tbns of installatbn in each case
cx r �stratan number of a Cicensed stnicturaf e mesr 3 Plast�c larrunated countertops and badcsplashes 2 Extend insulatbn full thickness as shown over entire area to be msulated Cut and frt t�gMly accordance with requirements and recommendations of manufacturer of primary roofmg
� N�,�� � � system materials. �
2. Design and talxicata�data 4 Wood shelvmg and cabmets around obstn�ctbns, and f�ll vo�ds w�th �nsulatan �
:manufacturer size and locatan 5 Pref�rnshed panel�ng 3 Apply a smgle layer of�nsulatron of requ�red th�dcness, unless otherw�se shown B. When adverse weather conditions or other conditions make roofing system installat�on
3 Metal oonnectors , ,gau9e unacfvisable, and other work must not be delayed by roofing delay (as determmed by the
4 Lumber grading tor each member B Perimeter Insulatbn �
5 Pdch, n and spacmg oi trusses Q�ZQQ�1.� PRODIlGT DELIVERY STORACE AND HANDLING. 1 Set unds in accordance with manufacturer's instruct�ons Contractor), provide temporary roofing
� 1 . Apply paper slip sheet then two(2) pdes of Perma Ply #28 with inter-ply I �
g. Des�gn ioading and albwable urnt stress mcreases A Protect finish carpentry matenals dunng transit,del�very, storage, and hand��ng C General Bwlding Insulat�on mopping and coatmg of Permamop asphalt. Anchor to substrate so as to provide I
7. Te�san or compress�on force for each merr�ber 1 Apply insulation urnts to substrate complying with manufacturers recommendatbns to �
rovuie ermanent placement and support adequate (temporary) anchorage and fac�l�t�es removai and clean-up �
g Budd�g s¢e and address �Q0.14 JOB CONDITIONS. p p 2. Remove temporary roofing (completely) immediately before mstallat�an of
9 Handu and erectan mstructbns A Installatbn of �ntenor fm�sh carpentry matenals shall not ne started unt�l the bu�ld�ng �s weatheR�ght 2 Set vapor barrier to warm side o! construction Do not obstn:ct ventilat�on spaces, except � �
�g tor f�resto �n permanent roofmg system � �
and wet work has been completed �n mstaAation areas �P 9 - �
Q§192.2 PRODUCTS a Installation of all tinish carpentry matEria�s shall be done so as the coar�:nate w�th app��cation of 3 Provide contmuous support ot irsulat�on te mainta�n position between trusses ai to top '
finishes without undo exposure chord elevation 07510.16 WARR��IES/CUARAtVTI.ES_ ' �
a Submit two {2� executed copies of a 5 year "Roof�ng Guaranty", co��enng wortc o� th;s �
Q6192.2i L�% DIVISION 7 - THERMAL AND MOtSTURE PR�TECTION sect�on , s�gned and countersigned by ir.staller (roofer) and Contra�tor Date of �rrarranry ;
A Alf IumDe�us� shali b2a�a�:ade-mark star�p �ndtcat�ng ty� qrade, r^dl arv� gradmg agency AI! �s2oo.2 PRODUCTS
mD
is the datE of acceptance af the w�rk by the Owner Prav:�'e Owens-Ccrn�ng �it�erylas i :
tap and bottom chorcf inembers a4 ��cn tn�ss shail hav� a grade-m�:ic in pta�e upor delr��ry te the limited product warranty for a oer�od oi i�n years Frov�de as ar. cplion C�xens-Corn��g � ;
pb sde sif2pG_'.22 MATERIALS , ,
m n o m�n a l ��n t;e r s i z e t c b e 2 x 6 w rt h t o 2 r,d b o tt o m c h o r d s s z e d l a r g e r a s r e q u�r e d b y A Nommal sizes are mdi�ated, except as s"o��r by �2ia+i�� d�r.�ens�o��s �rov�de dresse� or werked SECTi O N 0 7 3 10_- R G O F l NC T I L E� Fiber glas matenal and labor guaranty f�r a period af te� year� Th� �J2�c3(ir;' srouid ��a�� ;
� Minisiw P
�+es Tt�e mErnrn�,r furrber gr�d�ng acceptable te b� and dressed lumber ^ an unl�mited pena� sum of cond�t�cn f�am tne m2rufact�r�r �
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1 7 c p C t�c r d N o 2-K D i 5 -S o uth em Pir�or po�glas Fir- Larch MC15 B Prov�de kiln-dr;ed lumbe� haJ�ng a moiss��e conte��t nor y�eater i�ar va��es reau+rea 5� The 07310 1 S'aE�F.g91� �
2 �tt�m cr�rd No �-lCD15 - Southern P��e or poc��fas �:r- Larcti MC15 appl�cabie��ad�n5 ru�es 7 , ��� �
P � , , � �� ,p-:h�ilal ��� Do�!_ias �i�or �outhern P�n� 7 1 RELAT�D C� � ';.� �1TS• <l `
3 Mansard Chor�s No 2- E K15 - Sauthem P��e or pougtas Fir-Larch M�15 G ���t.,no tnm tc. � "C S.,lec�" (�l► � C75�Q.�? MF -
4 �1�,'�b Mem�ers Nt� 3 S�ry tg- �.ocr�hem �me or ueug!as F�r-Larch MC19 D cr!et�flr Glywco� to be t,r, soecta� :x�er�c� ;r��a thrh aC h�a�woo� +ace venes� an� re;.�ah sawn A Dr3wirgs Spec�f�cat�ons D�v�s�on 1 ard Con;ract
C �ier�F�r lutnbe�+s rq�a�ptable s�ec�es pt lumber!or chords or web members texture �AP A 3 G 3 �����g} B See Sect�on a6�00 tef bu��.�mn pa��� A S�� shee• ±o re fose�c,ze�+ a � �^ ��c�s 2r sa �are
�� 4��� �
. � � t t 1 X� h° f d �" S F 4 l O$' R J f I = 3 h$�,'I f�� m at e i a i . . _ ��f= f R B P p p e �e��t� �?ymai��y � ��l�i'�a�m�r��f! a`L C�+ F �?f l:i nu O l S S��Zi1C� O C0 3�
D t�c i u�-,�� s h a��C e �s�t fi;,.t h a., a s��e o, g:a z e ..e e c t.n a t ., s i a r x f a t� , a � n � � ,� } ,,� '�S�,��8 ''�, �i€� � b�.� �f=-��- F � �h
� No c�ead k►�ot� shali tre acc�p!e��n a=iy iurr�er 1 A-� �rtenor c,a c�� UOJyl3� ��r p.ywo�_c w�t h �u 4 d v r c�r� e d g e b a n d (e�c p o s e d ..�g e s) 7 G 3��J-� DCSCR IP TIO I y�____�:�� y _ v'
'� "��c3;" S45 Uourlas Cir cr S��irer� Pme �^ �'- r!�'!('�?`' t�Ef�rlE(j �0 ^� ° � � r^. a �l '�'" „ ' �+ F n lacc "i
� Extert ot u��s �s shov.,� an � :�v�n� and i� , � ��.,�ud. urit,. �m loy..d as weathe, C Sa e pf to be rGr��a Pfy ��5. asqhal�-cca,e� „e?v}'-w;�y h� 9 .. .. � � � �
` � , prr�;a�t�on fcr wal�s as we:� as��r roofs Tyaes of±�le ap�ncaUons sc�c�'ied �rcluda co p�yi�+�++i;�,A�S,�i�";D 5 0 1,.,�y�p a a !I , .� � � f �� O �
F ��o�ntertops anc 8�ck„p,ashES a
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_ ,. � . less 24 gaug2 galvar�ze�i sh�et r;�etal. B Store doors and frames at bwld�nQ srte�nder;,o:�er m � O
D. Cap sheet to be Perma Cap, heavy weght gla�s ,iber r�a� with �spnaft caat�ng and factory „ , '� INS7A�LATi�N REQUIREMENTS. vert�cal posrt�on Place unds on wood s81s ar�d�,�o�we spacF:s ba�i+een Ea�h unrt r
appiied opaque mineral granules (wh�te), �r�ply�ng w�th A�7M D390� H. All drains to inciude a minsmum �f o0' square � Ib lead sheet Metal shall be pnmed on ��- �
E Bitumen to be PermaMo modified as hai; com ; �n w�tf? t�� iat�st rev�sion of ASTM both sides and allowed to dry prior to embedment in flashing cement. A Compiy wdh manufacture's�nstallatbn instructan and recommendations, and w�th Sheet Mefal arci
p � �y � w II to be coveted usin the following method M�charncaily fasten base piy A,r Conddeon CoMraciors Natbnal Associatan"Archdectural Sheet Metal Manual" Anchor u�rts af Q8100•2 PRODUCTS � y �
spectification as folbws I. Parapet a s 9 `' M
using "sCatter nail method" from top of parapet down to metal counter flashmg Embed wo►ic securely �n place, prov�dmg for thermal expansion of inetal unds, conceal fasteners where � �
- PermaMop manufactured by Trumb�ll Asphalt - one ply of Perma Ply R in hot PermaMop onto base ply, cover with Perma Cap embed in pt�ss�ble, and set unds true to Ime and level Install work wrth laps, }oints and seams which will be Q$iQQ.21 �dATERIALS.
h t PermaMo usin stra ing method. Nail through wall water proofing plies with large permanently watert�ght and weatherproof A Hot-rolled steel sheets and st��p to be comrr�rc�al gual�ty � � .v
o p g pp carbon steel icicled and o�led
Pro�� M1.II M�,X Test Methods head nails a maximum of 6" o c at top of parapet wall B Cap flashmgs are to be set in a th�dc bead of mast�c sealaM at all spl�ce p[ates � P +r
B Cold-rolled steel sheets to be commerc�al qua?rty carbon steel
Weather�ng cycfes 1 7 5 - ASTM D529' 0 7 5 1 0.34 ��A C',(;F�S C�Y INST A I l A T I O N.�
07600•32 Ci FaNING AND PROTECTION. C Galvarnzed steel sheets to be zmc-coated ca►bcn stee! sheets o!oommerc�al qual�ry � V 0
,. a I n s t a l l a c c e s s o ry i i e m s wh ere shown of s p ecif�ed, com pl yin g with combmed instructions A Clean exposed metal suhaces, remov�ng substances wh�ch m�ght cause corros�on o f ine ta l or D F a b n c a t e s u p p o rt s a n d a n c h o r s o f n o t l e s s t h a n t 8 g a u g e gal�an�zed sheet steel � N
Applrcatbn Temp. ( F) d e t e n o r a t a n o t f i n i s h e s E Inserts, bofts, and fasteners to be manufacturers starx�iard un�ts except hot-d�p gaNarnze dems to � � � r-
Typical (125 cps) 3 4 5 3 9 5 ASTM D4402 and recommendations of accessory manufacture and pnmary roofing matenals be buift�mo extenor walts —
manufacturer F Shop appl�ed pnmer to be rust mh�bdrve enamel or pamt surtable as a base for specrfied firnsh � � 3 m
. Softening Point ( � 21 0 225 ASTM D36 B. Locate and place sheet metal items plumb, level and in proper al�gnment with ad�acent DIVISION 7 - THERMAL AND MOISTURE PROTECTION r
paiMs � c Q� O
work.
, C. Form t�ght jomts with exposed connections accurately f�tted together. Prov�de reveals and 08104.22 FABRICATION: � � C a0 '
, Flash PO�nt ( � 2 5 2 6 2 5 ASTM D82 SFCTI�N 07900 JOINT SEALERS
openmgs for sealants and �omt fdlers �
at corners and a mmimum of 4" o.c. along the length A General• r �y a p
Penetrabon, dmm D. A n c h o r fl a n g e s t o s u b s t r a t e (;F N F R AI 1 Fabncate steel door and irame unds to be ng�d, neat m appearance and free from defeds,
� 32 6 - ASTM G15 E Provide gaskets, sealant and fillers as the worlc progresses to make the installations Q��- -- warp or budcle � � � �
� � � weathertight and sealed.
� � 77 ( F) 1 5 3 5 ASTM D5 0790Q"11 R F I A T E D D O G l 1 ME N TS. 2 F a b n c a t e e x p o s e d t a c e s o f d o o r s and p anets from onl y cold-rolled steel � � V
i � 115 ( F) 9 0 ASTM D5 A Drawmgs, Specrf�catbns, Divisbn 1, and Corrtract 3 F a b n c a t e f r a m e s, c o n c e al e d s tiffeners, re�nforcemern, and ed e channels, from erther �
� 07510.3 �
cold-rolled or hot-rol{ed steel (at fabncators opt�on) g � m � �
IDuctility @ 77 cm 6,0 ASTM D113 A The installer of roofmg shall advise Contractor of recommended protect�on dunng ��soo.�2 DESCRIPTION OF WORK. 4 Fabncate exterar doors, panels, and frames from galvarnz�d sheet steel Close toF and � E � �
� remamder of construction period. bottom edges of doors with flush channel as integral part of door constructan � o � �
A The applicatans for�oiM sealers mGudes the follow�ng � ..
Q7510.22 1 Expansion piMs 5 U n l e s s o t h e r w i s e m d�c a t e d, p r o v�d e c o un t er sunk flat Ph�ll�ps heads (or ex p osed screws �� V � _
I A Asphatt flashing cemeM conforming to ASTM D2822 Type I or II. 2 Caulkmg co m p o unds and boRs
j g. Preformed e d g e sVips to b e as p ha l t-impregna t e d organ�c fi b er insu la tion uni t s, m o l d e d D I V I S I O N 7 - T H E R M A L A N D M OI STURE PROTECTION B Fm�sh Hardware Preparatan
to for 3-1/2" x 3-1/2' x 45 de�rees cant strips. Q�Q,�� JOB GONDITIONS. 1 Prepare doors and frames to recerve mort�sed and concealed tmis h ha r d ware in aoco r dance
I �FC`TION 07600 - SHEET METAL AhD ROOF AGGESSORIES A Do not proceed w�th installation of liquid sealants under unfavorable weather condrt�ons, as wdh firnsh hardware r ----�
� 07510.23 --- rec;ommended by manufacturer tor�nstallation 2 Reinforce doors and frames to receive surface-applied hardware Dnlling and tapp�ng for
� A ' Zinc-coated steel �o be hot-dip yalvanized; b.0359' thidc (20 gauge), except as 07600•1 (;FNFRAI surface-appl�ed finish hardware may be done at pro�ec;t srte
o��� ���� - - 07900•2 PRODUCTS 3 Hardware"�Ipublished by Doo and Hardwa e Inst�tut and bcaled�LeSCatwns for Builder's
Q7510.24 Q�QQ,11 RFi ATED DOCUMENTS: C. Shop Pa�rnmg
A Drawmgs,Specrficafions Div�san 1, and Contract QI3Q9�21 MATERIALS.
A Comply with requiremerrts of "Carpentry" sedion of these spedfic�tions ior nailers and B See Sect�on 06100 for termite shield A Provide colors ind�cated or, if not otherwise ind�cated, as selected by Owners Representatrve from 1 Clean,t�eat and pamt exposed suAaces of steel door and frame unds, �nclud�ng galvan¢ed
���� ���• C. See Drawings for roof hatch. manufacturer's standard colors Select materials for compatibildy with �omt surtaces as surfaces.
B. ProNide eitltier 1' c�an�ter nsil heads or t-3/8" diemeter by 30 gauge steel metal c�ps recommended by manufacturer for each application indicated
for neils used to hold sheets (felts) ot roofing. 07600•12 �FSC;RIPTION OF WORK. B Sil�cone rubber sealant to be sd�cone rubber-based, one-part elastomer�c sealaM, recommended Q$1QQ,2� STANDARD STEEL DOORS.
A The extent of each type of roof accessones and sheet metal work �s �nd�cated on the draw�ngs and by manufadurer for extenor joints A Provide metal doors equal to Ceco Regent for full flush type des�gn w�th 16 gauge skms and
07510.25 C Expansan pint to be one of the folbw�ng strffened with on-p'iece resin-impregnated full taneycomb oore Top and bottom channels are to
I�l CorrForm w�prlc wNh det$�S shown� end�idt 'Ardtitec:turel Sheet MBnu�' by Sheet Metal by provisions of this sectan with the folbwing work specrfied herein � Resilient and non-extrudmg type premolded cork urnts. be flush
I 1. Metal wall cap •
�nd Air Condi�onMO ��oM�c�o�s National A�dation• 2. Gravel Stops. 2 Resilient and non-extrudmg type premoled bnummous impregnated f�ber board unds
� B. PrefebriCete units 85 indiCeted , or provide standerd menufeCtured units oomplying with 3 Fascia Cap Flashing D Sealant backer road to be compressible rod stodc of flex�ble, permanent, durable nonabsorptrve Q$tQQ,24 �TANDARD STEEL FRAMES.
requireme�lts; fabric�te from sheet metal indic;ated. material as reoommended by sealarrt manufacturer for compatbility wdh sealant A Prov�de 16 gauge metal frames for doors and other opernngs, of s¢es as shown on drawmgs wrth
� Provide 4" wide Asnges for setting on membrane w/conCealment by oomposition stripping �pg ONDITIONS. concealed tasternngs, unless otherw�se show
07600.13 • 07900.3 FXF[`� 1 Fabncate frames wdh m�tered comers, welded constructan for extenor appl�catbns and
' 07510.3 �� A Coordinate work wdh iMerfacing and adpirnng worlc tor proper sequenc�ng oi each instaltation kracked-down for field assembly at iMerar applicatans' Sh�p wetded frames to s�te w�th
_ 07600.2 PRODUCTS 07900•31
��AN FAGTURER'S INSTRIlGTIONS. removable steel spreader at bottom wh�ch is not to be removed urrt�l completbn of wall
07510.31 A Comply wdh manufacturers printed instructions except where more stnngent requirements are construction.
A The bor► on of the roofi tem shall not be staned until after afl other � shown or specrf�ed B Form exterar frames of hot-d�p gaNan�zed sleel
eppliCa' at�y part ng sys 07600•21 SHEET ti ETAL MATERIALS:
tredes have Completed worlc which will require them and their equipment to traverse the q Zinc-coated stee! to be commercial qualdy with 0 20% cooper, hot-dip galvarnzed; 0 0359' thick C Prov�de two(2) s�lencers on str�ck�ambs of single-swmg rames
deck - (20 gauge) except as otherwise mdicated. •
B. The application of the new roofing system shall not proceed urrti! all unsadsfactory dedc
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conditions heve been corrected and �proved by the owner. B Mat�c sealarrt to be polyisobutylene, nonhardernng, nonsk�nning, nondrymg, nonm�grat�ng sealant
C Prav�de sheet metal clips, straps, anchonng dev�ces and similar accessory unds as required for 07900•32 JOINT PREPARATION. 081da.3 FXF(`�.!R!c?N
C. Prior to the begi�n�g of roofing operations, all dedc surfaces shall be swept freevf dust, A Clean ant surfaces immediately before installation ot sealant or caulking compound Where
dirt, debris, and fcept dea� of breign material and obstn�ction other than roofers tools installatan of work,match�ng or oompatible wdh matenal be�rx,��nstalled 1
and eq��ipmenL No roofmg operatbns shall be c�onducted when water in any foRn is required on masonry construction etch concrete and masonry pint surfaces as recommended by 08100.31 INSPECTION.
ond sealarrt manufacturer A Installer must exam�ne substrate and condrtbns under wh�ch steel doors and frames are to be a
i p�eSB�t Wl the deClC�t �S �dm 0�d�� Q�600_22 FABRIGATED UNITS:
! n Rect as alt ication tem ratures A Shop-fabncated work to greatest extent possible Compfy with details shown, and wdh appl�cable B. Pnme or seal pint surfaces where indicated,and where recommended by sealaM manufadurer installed and must notity Comractor ot any conddbns detnmerrtal to proper and timely completan of
i D. My part of the roof+ng shatl be applied u less oo Ph ePP� PQ
c�t bg mg�tgd. ASphaft shall be 345 F - 395 F at 1he point of appliestion. reqwremeMs of Sheet Metal and Air Conddionmg Contractors Nat�onal Associatan "Archdedural �NgT �LATION. �
Sheet Metal Manual' Fabrirate for waterproof and weather-res�stant pertormance,wdh expansan Q7900.33
M � fo� he�ir�g �an Sha11 be equ�ped w�h eocx�rate and dearly vis�e prov�sans for running wortc. Form work to fd substrates Form exposed sheet metal worlc wrthout A Set joint fdler un�ts at proper depth or posdion in �oint to coordmate with other work, includ�ng 08100•32 INSTALLATION.
�@ 80(XJ
excessrve oil-canrnng, budcling and tool marks, true to line and levels as indicated, wdh exposed installatan of badcer rods and sealants A. Install standarci steel doors,frames,and accessones in aocordance wdh manufadurer's data, a as
thermometer. B Install sealant badcer road for I�quid elastomenc sealaMs as recommended by sealarrt manufadurer herein specdied
� E No more application of roofing shall be undertaken than can be completed within the same edges folded badc to fortn hems. for a �catan ind�cated
� �. B Fabricate nonmoving seams in sheet metal with flat-lock seams Tin edges to be seamed, form pR� B Placng Frames:
i of the roofi stem oo ted that da shall seams and sokler. C a�or a r'y p ets,wdhacomp etec'1+vettng�of p�nt hII sealar�t rabbet to ansl�ghty ooncave surtacet 1 o herw se�nd��caoiedpns of "Recommended Erectan Instructbns for Steel Frames", unless
� F. Ai the end of esch day.the firnshed portio+� �9 SY mp� Y
, be edQe sealgd wilh fab�ic or Perma Ply �28 felt set into hot bitumen. Edge seals shall be G Non-expansan type�ou�ts are to prov�de for proper mstallat�on of elastomenc sealant 9 � 2 Place frames pnor to construdion of ehcbsmg walls and ceil�ngs Set frames aocuratefy �n
� removed prbr b fii�Start of the next dSy's work. D P�ov�de for separation of inetal from noncampatible metal or corros�ve substrates by coating Where horizorrtaf pints are between a honzo�al surface and vertical surface,fdl pint to form a slght
be undertaken in w�eether on end witttout threats of immediate concealed surtaces to locafion of contact,w�th bitummo�s coating or other permanerYt separaUon cove,so that piM wdl not trap moisture posrtan,plumbed, al�g�ed, and braced securely urnd permanent anchors are set
� G Roofitq w�o�ic sf�aM dry �y
the oonttaclor's ns to k the E Wall cap�s to be a snapped in place system wdh concealed dQs at a max�mum of 32"�C D Install sealant to depths recommended by sealarit manufacturer a Locate three (3) concealed wall anchors of proper des�gn for wafl condition per
�demeM of weett�er. It ShBM be rool'ing respo �ity eeP E Do not allow sealants or compounds to overtlow or spol oMo adpining surfaces. Clean Adp�rnng �amb, one each at hmge and str�ce levels. Also prov�de angle fioor cl�p for each
builarq we�-ti�M esch day es the w�ork propress8s. 1 Provide a mirumum 12"bng pirn plate at all spl�ces
H, Materlals nt shaN be sele�ted�d operated�o as not to damage the 2 Comers and ends are to be shop tabricated and have a mmimum leg su�taces by whatever means may be necessary to elim�nate evKience of spillage. jamb wdh fbo�tastener to sud itoor constructan
�� C Doar�nstallatwn
existing oonstnxxion of applied rooting materials. Soft rubber Snd inflatable tires only �T�� 07900.�4 �l�RF AND PROTECTION. 1 Fd holbw metal doors aaxuately m frames,wdh�n clearances specrf�ed �n"Recommended ,�v�S��
shaN be permissible. No loot trafflc wiN be allowed on recently applied roofing. QZ�� �xFr
A Cure sealants and caulking compounds m compliance w�th manufacturer's mstructions and Specd�catbns Standard Steel Doors and rames .
Irecommendations D Adjust and Clean•
07510.32
I 1 of oompat�b�e�ai{irnng�P th and rusted or damaged areas of pnme ooat and apply touch-up
i A The Roofing Assembly shall be:
DIVISION 8 - DOORS AND WINDOWS �
I2 Chedc and readJust operat�ng fmish hardware dems, leaving steel doors and frames proper
! Owens-Coming F�erglas Specif�cation 43E-NC operat�ng cond�tan I
i SFGTION 08100-�,T
� g, Anolica bn of Base Plv_ Apply �ed rosin slip sheet with 2" side faps. Apply Perma Ply DIVISION 8 - DOORS AND WINDOWS �
; #28 base with 2' side and end la�s. Mechanically secure 9" o.c. at s�de taps and 18' o.c. O81d0•1 C�FNERAL I
i
Itwo Gnes 12' from ea�ch edge.
; � A�licatbn of Plies: Embed th�ee plies of Perma Pfy-R shingle fashion (starter sheets 08100•11 AELATED D�GUMENTs. SECTION 08210-WOCD DOORS
' eq ) lapping 24 2/3" into un'rfomn solid moppings of hot PermaMop asphalt, using
� r uired . A Drawings, Specrf�catans Divisan 1 and omract
' a nominal 25 bsl100 feet per �fly. Starter plies should be cut to dimensions so as to B See Draw�ngs for extent of doors and frames to be furrnshed Q$?�1.4�1 r�A� �
i predude coincident side laps to the base ply. by owner and installed by contractor `
D. A�lic�o� Surfaana: Embed Perma Cap in a 25 Ib. mopping of hat PermaMop aspha4t — 08210•11 RFt ATED DOGUMENTS. �
wrth 2' sde laps and end laps. If no sewedge cap sheet used lap mirnmum of 4". Cut in �t 00.12 �F�c;RIPTION OF WORK. A Draw�ngs,Saecrf�catbns DN�sbn 1, and Contract �
12' to i 8' �e�gths. A Extent of standard steel doors and frames �s shown and �
scheduled on drawmgs p8210•12 nFSC;RiQT10N OF WORK. �
07�1 G.33 �!a-�!!!����! A Extent and lacatbn of each type ot wood door is shown on draw�ngs and �n schedules to be ine I I
a B�s� fiashirws st�aU cons�s* of 2 pf�es of Perma Ply-R and 1 ply of Perma Cap embeded m p$iG0.13
QI�ALITY ASS�IRANCE. followmg �
PemaMop. Rs�ofing f�eld plies stx3uk3 exte�d 2" above the top of the cant Flashmgs shall �. Prov�de doors and frames complymg w�th Steel Doo� Ir�strtute 1 Sol�d core flush weod doors w�th me�iurn de�sity overlay faces i
0
il over mEd concreta o� base sheet �ailed 9" o.c. on wood wall and exfend a "Recomme�ded Speci�;at+ons Standarc Steel (7ocrs and I �
be insta ed �
minimum ct 4" onto field. Base flashings should extend a mm�mum of 8' above roof Frames" Q�,� QUAL!TY ASSL,�RAivGE.
�urf�ce and 5t�o�ld no! exCeed i4' E Provide standard steel doors u�d ir3mes by one ot the A Subm�t wrrtten agreement on door manufacture�'s star�dard iorm sigr.�� Cy Marufacturer, Installe� I ,
B. Instail metal ��unier flash��g hav�r►g a mmimum 3' face wtth a dnp I�p to prevent water followmg and Contracto:agree�ng to rspair er replace de�ect�ve doo�s whtich have warped (bow, cup or tw��t; i
m�grat�or, at nai�s or beiween wall and flash�ngs Caulk top edge of all me±al 1 Rmwefd E3ui!dinc; Froducts ��v�s�on or wh�cti show �hotographmg ot constru�t�on be�w in fa�e vereers � `;
C. Cant stnps shall be �nstalled at yer;ical intersections wit h t he roo f de d c, ��c lu dmy para- 2 Ceco Gurperat�or� 1 Warranty shalE be m etfed`or a f<<�e �5; year penad toilowmq d3te of substantial c�mplat�on
pet walls_ axter�or buil�mg �valls fcr lowsr raof areas and Qq�:pment curt�s. 3 SteElCrat� Manufaciuring Ccmpany ; T
� t�e:a+ tiar-ges�to be use� m ron�un�ttion with roofing sha�l be stapgered to woo� roaf de�;i: �'�'� P ��� � q r� ti � � �
, � i DEL1VEr�'r STQRA �F A�ID FiAND � A Protect ao �7��°: .� u�n�' t,�a�' sto� g�nd�,�nd;�r to pre�ent d ^ an �
Matal flanges sr�all be set on top of the compieted built-up roofing membrane assembly
= StaCks shsll have metal sfeeve ilash��gs 6" hrgh A Del+ver holfow rne!a;�vcrk cartoneu or;;rated io prov�de dFter�ora ion � � ��OF �� 9 �
F �i;umer, traps f�r bra;.kEts, su�rts, et� s+�all hav2 a mmimum 4" he��ht meta! siee�e nrotect�on durng trans.i and�o� storace
G Ail squipment shall be set on prcperly construCied 4x4 wood Slpepers Covered with seam- �
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Q$41 C.22 NARDWARE. Q87Q0?,4 _10B GONDITIONS.
G8210.2 pRO�UCTS A Coordmate hardware w�th other work FLrn�sh haraware dems of proper design for use on �oors A Prov�de matchmg fin�shes for hardware un�ts at each door or opernng, to the greatest ext�nt (� �
A Prov�de cioor manufacturer's standard heavy-duty harcfware unds as shown, s�heduled,or:eq��red and frames ot the th�ckness, prof�le, sw�ng, secunty and sim�lar requirements ��d:cate�, as poss�b{e, and except as otherwise md�cated L ^
08210.21 j�ATERi�S ND GOMPONENT .
for operat�on of each door necessary for proper installatbn and funct�on 8 Provrds protectrve IacGuer coatmg on ail exposed hardwa;e fin�shes ot alum�num, except as � � O
A Face�anels:o be manufacturers standard 2-ply face panels, �nless otherwise md�cated 1 Ofiset prvots to be cast alummum alloy wdh steei pins and o�l�te beanngs (baA beanngs ott�erwise md�cated +'
wdh same ex sed surtace matenal on both faces bottom pNOts) , n tor Q$�9Q� PRODUCTS C The des�gnatwns used in schedules and eisewhere to md�cate hardware f�rnshes are the mdustry- � � v
B Exposed sur�aces to be as specrfied po
2 Overhead exposed closers to be Norton #1605 surtace closer w�th delayed aci o recognued standar�commerc�al f�n�shes, except as otherw►se note
hand�capped use D F�n�sh on aif hardware (except aluminurr errtrances)to be US 26D Satm Chreme Plate firnsh =
0821 G.22 �ID G(�R�WOOD DOORS. ¢�QQ�, ,�GHEDLIL D HARDWARE, �
A Prov�de sol�i core wood doors by one of the followmg 3 Deadbdcs to be Dor-O-Matic 990 wdh concealed rod panw bar A Products are �dentd�ed by �s�ng hardware des�gnatbn numbers of the follow�ng one manufacturer � i �
1 Cai-Wood 4 Construction cylinders to be supplied �n deadtocks and to be replaced wdh Falcon cylinders tor each hardware type requireci All �tems(except bcks) are fisted by Manufacturer for the purpose 08700.3 EXECUTION
supplied per hardware sect�on of spec,f�catbns � � � �
2 Eggers of estabiishing minimum requ�remerits �
B Core oonstn�dan to be mat formed part�cle board 5 Push-pull set to be style F-2 1 Locks and bck cylinders are to be suppl�ed only by the listed manufacturer and supplier 08700•31 �NSTALLATlON. � � 3 �
C Face partels to be manufacturers standard 2-ply face panels of ined�um densdy over-lay appf�ed 6 Thresholds to be extruded alummum in mill tinish, complete with anchors and cl�ps 2 Ali other hardware is to be from I�sted alternate manufacturers A Mount hardware urnts at hegMs �ndicated m "Recommended Locatbns for Bu�lders Hardware"for �
� v nesr Prov�de an close rain hardwood coordmated wrth pivots Standard Stael Doors and Frames, by the Door and Hardware inst�tute, except as specrf�cally � � V O
over manufacturers standard th�cicness hardwood face e y 9
for ezposed edges and other exposed sold wood components Q8700•22 MATERI�S AND FARRICATION. indreated or requved to comply wdh govemmg regulations �
� p8410.23 F�RfCATION. A The drawings show the directwn of swing or hand of each door Fumish each dem of hardware for B Instafl each hardware item in compliance with the manufacturer's instructions and � ` �
� A General proper mstallatbn and operatbn of the door movemem as shown recommendations Do not instali suriace mourrted dems untd fmishes have been completed on the L � a �
� �8210.23 SHOP-PRIMING.
� A Before deinrery of door to pro�ect s�te, sho�pnme exposed portan of wood doors 1 Required s¢es for door and window unds are shown on drawings substrate ` � � O
a Deta�ls shown are based on standard details by manutacturer�nd�cated B Produce hardware urnts of the base metal and form�ng method us�ng the manufacturers standard
� 2 To reatest extend possible, comptete fabrication, assembly, f�rnshing, hardware C Manufactured hardware to conform to pubi�shed templates, generalty prepared for machine screw C Set unrts level, plumb and true to I�ne and bcatbns Ad�ustment remforce the attachment substrate � � V
�; Q8210.3 FXFCI fTiCN�I 9 mstallatbn as necessary for proper installatbn and operat�on
, - appl�catpn, and other worlc betore shipment to pro�ect s�te D Dnit and counter sink un�ts wh�ch are not tactory-prepared for anchorage fasteners � •� � �
� a Preglaze door and wmdow unds to greatest extent poss�ble D Fum�sh screws tor mstallatwn,w�th each hardware�tem P�ov�de Ph�ll�ps tiat-head screws w�th f�n;sh
� Og 10•31 INSPECTION. of ex sed ex sed under an cond�t�on}, scrPws to match the hardware fm�sh E Threshoids � +-�
� - I Iler must examne door irames and ver�fy that frames are correct type and have been installed b Do not dnll and tap tor surface-mounted hardware dems untd time ot mstaitat�on at p° � P° Y 1 On concrete substrates, �nstail lead-sh�eld anchors, accuratery places to rece�ve mach�ne m
A � E Prov�de concealed fasteners for hardware un�ts wh�ch are exposed when the door is cbsed, except
; ro ect sde to the extent no standard unds of the type specrf�ed are ava�lable with concealed fasteners screw anchors at locations pre-dniled and eveniy spaced �n threshold unds (spaced not � � «+
as requrred for proper hangmg of corresponding doors and notify contrador of conddions p �
� detnmental b proper ant timely mstallatan of wood doors. c Arched wmdows to be tactory formed and glazed with tape and wedge more than 12"o c) •^ m —
; 3 Complete cutting, f�t�ng, formmg, dr�llmg, and grmdmg of inetal work pnor to clearnng, 08700.23 HINCES BUTTS. 2 Screw thresholds to substrate with no 10 or larger screws, of the proper type tor
� iNSTALLATlON. firnshing,surtace treatment, and appl�catan of finishes A Prov�de only template-produced unds permaneM anchorage
� �21.�32 y
A. Conddan doors to average prevailmg humid�ty�n installatan area prar to hangmg by delivery to sde 4 Instail reinforcing as necessary for performance requirements, separate d�ssim�lar metals g Fum�sh Ph�llips fiat-head all-purpose or machme screws for mstallat�on of unds F�n�sh screw heads 3 Set thresholds in a bed of sealaM to completely f�ll concealed vo� s
� four(4)days p�ior to installation wdh bitum�nous pa�rn or other separator wh�ch w�li prevent corrosan to match surface of hmges or pnrots 4 Set threshold unrts level and accurately al�gned w�ih frames and doors, and at proper
' g ��tal�wood doors in ac�ordance with manufadure�s instnidans and as shown 5 MaiMain accurate relatbn of planes and angles,wdh hairlme fd of contactmg members � Hinge p�ns are to be non-removabis and non-nsmg elevatan for door operatan
� C Align doors to hames tor proper fd and unMorm clearance at each edge and machine b�hardwate. 6 Conceal fasteners wherever possible 1 Interar hinges (non-ball beanng)to have steel pins
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������,����� 7 For extenor doors,prov�de compressan weather- 2 Extenor hmges and ball beanng irrtenor hmges to have stamless steel pms 08700•32 ADJUST AND CLE .
�, geyel ra�-fire rated doo 1/8'in 2'ad lodc and tunged ed9es stnppmg agamst fuced stops; at other edges, provide slidmg weatherstnpping retained in A Ad�ust and chedc each operatmg item of hardware and each door to ensure proper operations or
1/16'at mbs and heads;and 1/4"from bottom of door to ad�ustable stnp mort�sed in to door edge D Intenor hmges are to be two (2) knuckle steel with otl-impregnated stainless steel beanng
D. For non-t�e doors prov�de dear of 1a McKmne TA-2731. funct�on of every und
top of deoorative fbor finish or ering. • a Provide heavy-duty, holbw, compression weatherstnppmg m bottom door ra�l, �_ poors over 36" wide and/or 75" high shall have frve (5) knuckle steel w�th bali beanng B Final chedc and ad�ust all hardware dems Clean operating dems as necessary to �estore proper
ad�ustable for contacE wdh threshold tunctwn and firnsh of hardware and doors Ad�ust door control dev�ces to compensate for fmal
; b At interior doors provide neop�ene sdencers on strips to prevent metal-to-metal McKinney TB-3386
Q8210.33 AD�u_�-ST AND GLE�w_: E Exterar hinges are to be f�ve (5) knuckle brass, bronze, or stamless steel with bali beanng operatan of heat�ng and vem�fatwn equ�pmem
I A. Rehang or �eplace doors which do rat swing or operate freely, as direded by Owners contact Mc1(mney T4B-3386
� Representative B Storefront Fram�ng System. F S¢e of alI hinges�s to be 4-1/2"x 4-1/2" DIVISION 8 - DOORS AND WINDOWS
1 Inside-outs�de matched resilient flush-glazed system fabncated for stick-type erection G All doors shall have 1-1/2 pair of hinges per leaf '
I DIVISION 8 - DOORS AND WINDOWS procedure with provision for glass replacemnt
� C St�le-and-Ra�l Type Aluminum Doors: 1. Doors over 36"w�de and/or 72"h�gh shall have two (2) pa�r oi hmges per leaf
H ARemate manufacturers. Hager and Stanley SE�TION 08800-GLASS AND GLAZING
I1 Prov�de tubular frame members, fabncated with mecharncal Joints using heavy mserted � Hi s for Servi Area door are to be invisible from the pubt�c s�de of the door
� �GTION 084t0-p� ��M�N �u Fn�rA�wGE�AND WINDOVII� re�Morc�ng plates and concealed tie-rods or�-bolts, and fabricate with structurally wetded � � 08800•1 rENERAL
�oints LOGKS.LOGK GYLINDERS AND KEYING. _ ,
° 08410•1 C�FNFRA� 2 Except as othervvise shown or scheduled, provide doors 1-3/4" thick wdh naROw stde (2" �� RELATED DOG�MENTS.
i - - nommal wKith) A All locks, and lock cylmders to be keyed ahke 08800•i l
� 3 Fabncate doors to facddate re lacement of lass or anels, wdhout d�sassembly of door B Lock cylinders parts to be constructed from brass/bronze, stainless steel or n�ckel silver A Drawings,Specrficatwns Drvisan 1, and Contract
� _ p8410•11 q LATED DOGUMENTS_ p g p C Provide manufacturers standard wrought box str�ke for each bck bolt, w�th curved hp extended to
I A p�'�����, ��� st�les and rails Provide snap-on extruded alummum glaz�ng stops, wdh exterbr stops �F�RIPTION OF WORK.
, anchored for ran-removal proted frame,fm�sh to match hardware set Q$800•12
� wS D Prov�de 1/2" mirnmum throw oi latch bofts A "Glass"mcludes pnme glass,processed glass, and tabr�cated glass products and"Glazmg" �ncludes
� Q8410•�2 �F�'R����W0� . D Windo Prov�de commerGal windows(grade A2). t Prov�de 1"mm�mum throw of dead bofts glass mstallatbn and matenals used to install glass Types of work mcluded herm
� A Extent of alurrrnum entrances and storetrorrts �s shown on drawmgs and schedules and i�cludes E All locks and bck cylmders to be furnished wdh six (6} pm mterchangeabie-core tumbler Furrnsh 1 wndow unds
the folbvmng: 2 Provide manufacturers standard iabncat�on and accessones wh�ch comply wdh md�cated only temporary �nserts for the construct�on per�od 2 Errtrances and other doors
1. Extenor entrance doors and frames standards and are re-glazable wdhout dismantl�ng
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� 1 Permanent inserts to be sh�pped to the Distnct Manager who will remove and replace the 3 Storefront constructbn
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� 3 Prov�de water shed members at Imes of natural water penetration
I 2• ����m��S 4 Provide subframes wdh anchors tor unds where shown constructbn cores
3. Faed aluminum Mnndows• F Knob and rose style to be Elde-Gala Q$$,QQi� QUALITY ASSLRANCE W
i ����� 1 Rose style for mort�se lock to be 2-1/4 x 8" escutcheon A. Pnme Glass manufadurer�s to be one of the folbw�ng
' 4 ���� ��4 �� G Back set to be 2-3/4". _ �
I t Guard�an Industnes Corp ♦^
� A Anodized aluminum finishes to be equal to Kawneer #40 peRnanod�c Dar1c Bronze (mmimum 2 Ubbey Owens-Ford Company vJ
, p8410.13 ►'?±1AI ITY A`SSLR�"!�E: H Lock functions�
� A �w��ppli�able p�sions of'IiAetal Curtain WaN,Window, StorefroM, and Entrance Guide th�ckness 0.3 mils) 1. To�let doors to be prnacy, Fa�on LY301 DG 3 PPG Industnes, Inc
I
�-���rx��by Ardr�ecxural Aluminum Manufacturers Associatan• 2 Office,kdchen and�andor doors to be office door, Falcon 5521 DLXEG B Pnme Glass Standard�s to be Federal Specd�catan DD 1
� em the falloyving manufacxurers 08410.3 FXFrLRION
B P����n����f�� ��by 3. Extenor poor (except aluminum entrances) to be mort�se ex�t door, Falcon C. Safety Glass Standard�s to be CPSC 16 CFR 12 1
j through NatiOna�A000uMs�ePartme�s� b8410•31 INST LLATION: S161 DL26D/PTB PRODUCTS
� �• K���rn��� A Comply with manufacturer's �nstructions and recommendations for instailaiion of aluminum I Provide a bck cyl�nder for each extenor alummum door, Falcon#986-106, and O880Q.2
, ���� ��� errtrances and wmdows• a cor�cealed rod paruc bar, Dor-O-Mat�c 990
2 v�ta Wa1 Co�p c�i a�� PRODUCTS.
; B Set unds plumb, level, anci tn,e to lins,wdhout warp or rack of fram�ng members,doors,or panels J Exit control lock/alarm shall be provided for the alummum door on the dnve-thru side of building, O8g00•21
' �2 j4� �2�4 Detex EA 2500 Falcon cyl�nder #9g6-106 shall be prov�ded to replace manufacturer fumished A FbaVplate glass to be rype I,clear unless otherw�se ind�cated
An�Or securety in place, se�arating aluminum and other carrodible metal surfaces �ylinder
i FARRIrATFD CLA�.S(lN1TS.
� C Dnll and tap frames and doors a�d aPP�Y surface-mounted hardware dems,comptymg w�th harclware �8800•22
C. PeAortnaroe a�d T�9� manufacturer's mstructions and template requirements Use concealed fasteners wherever
; e�� ����8�w� �ve been d�igned to provi� 08700.25 r� OSERS AND DOOR GONTROL DEVICES. A Lam�nated safety Qlass to be two (2) sheets of clear float glass w�ih a 30 m�l f�lm of polyvmyl butera
�• F�° �� ssible
i f� ���q� �inp fr�om ambient temperdture range ot 120 degrees F Po
mbers �n bed of com und, or w�th�Oint f�llers or gaskets to prov�de A Except as otherwise specifically indicated, compty with the manufacturer's recommendations for laminated by manufacturers standard heat-plus-pressure process, 1/4" th�dc �f not o erw�se
i � D Set sdt members and other me po
� ���C� s¢e of door control und mdicate
, weathertght construction B Insulating glass to be 1wo(2)sheets 1/4"th�cic float glass and 1/2"dry air space wrth Ctass A sealarR-
' 2 F�xicale exte�ior�mpor�ents from �od� sys�e�w���� �t�� t° wrtt�and B Todet,oomdor and kdchen dc5ors to be LCN 1053(p��me fmish)
I seal
u�������������a�_ 1 Doors over 36'wide to be LCN 4114H SNB(pnme fmish) type edge constructan to maintain hermetic ,��,S,o�
i ADJLIST AND CLEAN.
� 3. Fabrica�e exterior storefnnnt oomponer�is from stodc systems which have been tested to 9�414�3�2 LA7WC SEALANTS AND GOMPONENTS.
� A Ad�ust ope�at�ng hardware to functbn properly, without bind�ng and to prov�de tight fd at contact C Exterior doors(except aluminum entrances)to be LCN 4116H SNB(pnme irns
� demo�trate pem�anent resistance to leakages as follows D Cbsers for doors opernng mto the comdor shall be mounted on s�de of door opposde corndor Q$$�Q..2� S�
� Air inf�trabon to be not rtwr�e thaA 0•06 dm per square toot poirits and weatherstnpping A Provide exposed sealant/compound in bronze color Comply with manufacturer's
� a B Clean completed system, ins�de and out, promptly after erect�on and installation of glass and E Attemate manufacturers Yale and Norton
' b. Water'mfiltrad'an b be no uncontrolled water penetratan recommendatbns for selecbon ot hardness, depending upon the locat�on of each app�cat�on
i
� D. Wherever poss�le, take f'�eld measurements to i�ure proper-fiRting of worlc. However, proceed sealartts r�R TRIM UNtTS. B Provide 2-part polysulfide glaz�ng sea ant
� w�h fabricatio�►a�d���e���q�t���n�es as necessary when f�eld measurements migM C Remove protective coating when complet�on of construction activ�t�es no longer requires �ts �'�`� prov�de manutacturers standard exposed fasteners for door tr�m urnts [�i t��INC GASKETS.
w� retention
��y Wo� B Fabr�cate protectbn ptates not more than i-1/2"on stop s�de smaller than the door w+dth
r andard unrts are avadable from the manuSacturer upon request 1 Metal plates to be sta�nless steel, 18 gauge, Brookline 18" h�gh extenor kdchen door A Prov�de mofded or extruded EPDM gaskets of the prof�le and hardness r2�u�red tor waten�ght
E Shop drawirgs to st DIVISION 8�- DOORS AND WINDOWS
2 Plast�c plales, to be acryl�c plastic, 118" th�ck brown, Brooklme 8" h�gh, k�tchen doors constn�c �on
' Q�410•2 PRODUCTS � (kdchen s�de only)
08800.25 ���crG� i eNEOL1S CLl�?INC MATERIALS
sF�TION 0874Q- Rt�ILnFRS HARDWAR� C All interior doors to have a stop
08410•21 �'AT RI LS aND AGGES�RIES.
1 Floor stops to be Ives 438B A Cleane�s, pnmers and sealers shall be type recommended by sealant or gasket manu aCurer
�r�b be aHp a�x}tecnper recommended by manufacturer for strer►gth, corrosan p Alternate manufacturers Qualrty and Hiawatha B Setting Bbcks shall be neoprene or EPDM 70-90 durometer hardness wdh proven compat� n�ty
A Alurtanum me Y rFNFRA
� resistance, and appi�cat�oh ot requ�red flrnsh Mam extn�sions shall be of 6063-T5 extruded 9$Z4�.1 � . .. .� wdh sealants use
�25"rrurnmum walf th+dcness Q$700•27 '"►�"THERSTRIPPIRC Ah0 TNRESHOLDS. C Spacers shall be neoprene or EPDM, 40-5J du�omater hardness with �r�ven compatibil�ty wr±h
aiurrrnum alby of Q RELATED DOG��ME(�TS.
B Fasteners to ba alummum, non-magnetic stamless steel, or other materials warraMed by �.Z�.4..11 A Weatherstnppmg at�amb and heads to be sprmg type stnpping ot manufacturer's sta�dard des�gn sealamsus
rnanufacturer to be
non-oorrosn+e aRd compat�ble wdh aiuminum oomponents 1 Metal to be spring bronze, 0 OQ9" m�nimum thickness for slid�ng compression, 0 006" D comp�essibfe iiller shall be closed-celi or wat�r�roof-jacketed rad stocK compai�ble wdh seafants
1 Do not use exposed fasteners except where unavo�dable for app(icatan of hardware A Drawmgs, Specdications Div�sien 1, and Ccntract minimum tii�cknsss tor direct cornpression use
B See draw�n s for hardware suppl�ed by owner and mstalled by contractor
Match im�sh of adpinmg metal and use Ph�il�ps ftat-head machme screws 9 B Weatherstnppmg at door bottoms to be threshold contact-ty�e res�lient �nsert and metai housing �
2 Reir�tarce ap�m��um less than b 125'th�c#c wdh alummum or rbn-m�gnst�c slam{ess steel at Fc:t 1TION '
7 DESGRIPTIC�N OF WC�R�;. 1 Exiruded alum�num w�th natural anod�zed t�n�sh, G 062" minimum thichness of main walls 4$$9�-� �X �
sc�ew anclw�s and tlan es
ti I 26 au e m�nimum, type selerted by � "Suil�ers Hardware" mclu�!es dems kncwn commerc�8�ly �S bu�lUPr,, hardware wh�ch are requ�red(or 9 088Q0•31 STANDAR�JS AND PFRF�RMARCE. '
C Concealeo t��sh;ng to ..e dead-sof; sta�nless stee , g g 2 Flexible v�n !w+ er or sweep sea� strp
�v��ng, slid�ng 2nd told,ng doors Types of �iems in t��is sect�on �nclude (but are not necessar�ly y � ; '
at��+! C P�ov�de smgle p�ece extruded al�m�num tnreshold 125 th�ck w�th sm�oth commerc,al fin�sh and A Watert►ght and a��t�grn �nsta�iat�e^ of pach ��ass �ro��.;ct �4 req���red eac� �rstal�at�on must w�t star�e
manu4acturer for comp rtY ,, ; �
� P remforcerr�ertts to de manufacturers h�qh-stre�gth alummum uriis where feas�ble, I�m�te..to normal t2m erature chanees,�N,n� �adlrx,� ar�� �mpact ioadsng�v�tt�o::� Qete�ts +n the work �
D Bra.,k.,ts and grooved treaa in manufact�rers standard w�th stnps of aCras�ve t�n�sh Prafde and w�th tc be as P
atherw�ss, non-'nagnetic stamless siesl or hot��p c,atvan�zed steel 1 h�nges, B Protect glass from edge�amaae��i�rmg handl�n, and mstaltat.on �
�ecessary t�td:h� �ndrt�ons as shown on the drawings � l
E M a s c n ry i n s erts K°here re qu�red !a be cast �ron, malleable �ron, ar 12 gauge stee+ hot-d�p 2 luchs, IocK cyi�nders, ar� keys, G Exier�or daors texcept aiuminum e�trancas) � �� - A7 hiG �
galvan¢ed 3 e x�� d e v�c p s, � � H ea d a n d�a m b w e a t h e,s!n p p m g t o b e R e e s e 3 5 0 � F��p R��i�N�,
, - j hc�l R1SS1►G iC�t 30-mll:hx�cnes� per wat 4 push�p�„ urn;s, � SJ{weatherstrir ping to be Psese 3�2 A A Giaan g►az;ra c,t�oil(lEl 3f1�Ci hGf tfam.rg n°�b e r s t� r e c e�:e i a s s �m�e o�a t�l y b ef a►e g�a z i n g
F S�t�,m�r w�s c c a t�n g s t o�? c o k i a p p S�e G a s p
' �' '+ r r c t e c i r v e c a a t i n a s l o b e a p p l w�d for protect��n of alum�num firnsh tjurr.►ig t�nstn��t�n 5 c l o s e r s, ^ 3 T f�res ho;d to be Reese S 5 12 A C �r� „ �„ , ��. + c�� su aces w�ere re���rnenCed Qy se tan� manufaci�r2r
� ,,,ea p .. µ3 � A pGl�' r „ ) �
H Co m q r e s s b n w e a t h e r s t n p p i n g t o b e m a n u f a c t u r e r's s t a n d a r d r e pl acsaG�e sEri,�Qm g ai ertner B aoor tnm unRs, t Altemate manufaciurers Zero ana Femke � ���' �� ; � t�a�
„ ? w80the�Stnpp��� and thresho?ds f�r ex�er��r doors �$�-3� ��`�- ' -��`' � � � L' '„ �"'r� . �� C��' �
PV askets or molded ex an�ed neopren.. �as�.ets , ��� �, � � �p r
ided C !� r ms;21� �e#� g cc;�� �pro�r s�z��Xrr'�i!� t�" et te��-'Pr�i glass �d;h�ro ��;h '
rrrofded ne-oprene gaskets {mo g )
J Sysiems shall be 41�2"x 1 3/4'for 1;4"gi�.�ny and 1"gl��ng . ,n 1 z �'!•A� 4T`r' ASSURA�v�E.
K Arch w�ixiows shall be Kawneer 2 3!4" x 2" frame for 1" glaz�ng, 2" x 2" t;ame i�r �I4' GlazinG ar � � �
A Obfa�r each kmd of hardware (latch, and loc;c set., h�rges,ciosers etc , 'rom or,fy one manufa�t�rEC J�' �'° n �
V�sta Wc��3"x 1 1/2"f!e�tle � � �Y � � `� � �� , ae � � �
* 1 a � i� f—i e :�. !�
,!A W AY ��.
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-------- D��TE�--�� i�, �,`r,�, -
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3-2�1 �°14 I��U�r�s pV�It�I��2� L.E1-Ir�ErZ/PEt2MITTII�G
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� + \
.,� � � �
_ i � � o
ng eq p y ''�9 2 Extemai comers to be f�ullnose shapes w��h a ?��i" rad��s � � �
! ��ze !a� er th n 50 unrted 8_ Base screed%tlash�n� to b� mechar+caliy broke 20 gauge material bent to conf�gurations _ B Where gypsum board systems w�th f�re resistance rati s are r u��ed to cam I ��;h aoverrn •� 0
B Provbe spacers ins�de and out, of proper s¢e and sp�c+�g, or gsass s s g a re�u(ateons, provide maienals and installatan�derit►cal w�th applicable assembl�es wh�ch ha��e �:�►� .0
�nches, except where gaskets or preshimmed!apes are usec.+b�glazang shown on draw�n�s
testea and listed by recognized authordies Oq 0�0.22_ MORTAR AND GROUT. (� ti
C Instatl f�ller rods�n channel at heel of�ambs a�d t�a��dc r�t ieave vosds �r�siil chan�els),complymg 09210.22 PORTLAhD GEMEf�� ST�GCO l�1ATERlAL . � A Latex-portland cemerri mortar to be latsx mod�!ied portlancl cement dry-set mortar L r►
wdh manu(adurers recommendatbns n o Ce re �tiand cement,ASTM C-150 type IIA air entra�rnng Q82�9 14 pROD�CT HANDLIIIG. B Organic Adhesroe to be of proper type for��tenaed use as cert:f�ed by adhes�ve manufacturer w�th � ? O
A Scratch and brown ceat ceme t t nmer-sealer where recommended by manufacturer
D Force sealants irno channel to elimmate vo�ds and to ensure complete'bvett�ng"or bond of sealarit 9 y� A Del�ver, �dentrf store and rotect psum drywall matenals to comply ws+h manufactur6r's p +� �+r�
to glass and channel surfaces • B Scratch and brown coat lima t�b2 spec�al fm�shmg hydrated lime ASTM G206 or Type S y� P 9Y
, C Scratch and brown coat aggregate to be clean graduated sand ASTM C-144 recommendat�ons C Epoxy Adhesive to be two-componerrt epoxy resin and hardener � C� v
E Tool exposed surfaces of giazmg I'qubs and compo��xis tn prov+�e a subsiantia�'wvash"away from p Finish coat cement to be waterprocfe�whrte portland cemeM, ASTM C-150 Type 1 D Latex-portland cement grout to t;e propr�etary comp�un� cemposed of portland cement w�th latex �
glass In.siaN pressur¢ed tapes and gaskets!o protn:de si�ht�y out of channet �q^� PRODUCTS addd�ve �
r frames ro atter�r�st�ltatan and E Firnsh coat hme to be spec�al i�rnshmg tiydrated hme ASTM G206 � � V p
F C l e a n a n d t n m e x c e s s g l a z m g m a t e n a i s i ro m g i a s s a n d s t o p s o p m p t l y , t Provide product wrth latex ad��t�ve whrcn �s compat�bie wrth latex add�t�ve m (atex-portland
eUmmate sta�ns and d�soobratans F F�rns h coa t agg r e g a t e t o b e w a s h e d s�l�c a s a n d Q4� 0 j CYPS�M BOARD PRODUCTS. c e m e n t m o rt a r �
n 1 to essunze sealant or asket G All water to be potable A Exposed gypsum board to be regular type wdh tapered bng edges anri th�ckness ot 5/8" except 2 Cobrs to be as noted on the drawings �� � �' '�
G. Where wedge-shaped gas1cets are drn►en mto one s�de of cha ne pr g
on opposite s�de, provide adequate anchorage to ensure that gasket wdl not �ralk" out when H Mixed (by volume) where othervvise indicated
1 Scratch Coat 1 part cement � � 3 �
�nstallatan is sub)eded to movemeM 1/4 art lime 1 Sheet size to be max�mum length ava�lable wh�ch w�ll rrurnm�ze end p�nts 09300.3 FXFrl1Ti(�1 L C �
H M�e r c u t a n d b o n d e n d s t o g e t h e r a t c o m e r s w h e r e g a skets are used for channet glazm g, so that p 2 Ail gypsum boarci to be Type X coMoRrnng to ASTM C36 tor f�reratmg .+.+ � V p
gaskets wil not puM away from comers. 3 a a R s a g g r e g a t e
2 Brown Coat 1 part cement 3 Gypsum boarci msta l l e d in to�le t rooms a n d wa l i s r e c e N r n g c e r a m�c t d e t o b e w a t e r-r e s�s t a n t 9 3� T I I F ►N S T AI t A T I O N S T A N D A R D . � � C �
. 1/4 a rt lime A Comply with appliCable requirements of the following Amencan National Standards Institute � .� •` �
(=�JRE PROTECTION AND CLEANING. P OG2�50.?2 TRIM AGGESSORIES. standards a
08800.34 4-5 parts aggregate
A Prvtect exteno� lass from breakage immediatey upon mstaliatwn by use of crossed streamers �t A Prov�de standard tnm accessories of types ind�cated for gypsum board woric, formed of galvan�zed 1 A108 4 for t�le mstalled w�th organ�c adhes�ve • � t
9 3 Firnsh Coat. 1 part ceme
attached to framing and held away irom glass Do not apply markers to surfaces of glass Remove ��2 part ��me steel,wdh edher knurled and perforated flanges for nading or staplmg, and beaded for concealment 2 A108 5 tor tde installed wrth dry-set portiand cement mortar or latex-portland cement mortar L � ... V
m�anent tabels and clean surfaces r ate of flanges m piM compound 3 A108 6 for tde mstalled wrth epoxy adhes�ve � �
n�pe 3 parts agg eg �
g Comply wdh manufacturers mstructbns for mixmg and mstallat�on of propnetary materiais •` � �
i Texiure to be"Med�um Dash"per the"PlasierlMeial Frammg Systems/Lath Manual", latest edrtbn � JOINT TREATMENT MATERIALS. � � � �
' A Type recommended by the manufacturer for the appl�catan ind�cated Q93Q0.32 INST LLATION. � � m
09210.23 WAT RPROOFING,
A Hydrozo Clear pouble 7 mineral gum based material contaming approximately 14% sol�ds as B Jomt tape to be perforated type A Extend tde work mto recesses and under or beh�nd equipment and tixtures, to for' a complete � �
Lmcoin Nebraska C Joint compound to be ready-mixed vmyl-type for intenor use covenng without interruptans retums PeAorm cutt� and dnllmg of tde without mamng vis�ble �� V � -
manufadured by Hydrozo Coatmg Company, ,
B Accuratety form mtersectans a �9
FXFCI�ION Qg�,�Q�4 ;��5('F� 1 ANEOLIS MATERIALS surfaces. Carefully gnnd cut edges of tde abutting trim, firnsh or budt-in �tems for st�a�ght al�gned
Q9210.3 - A Provide auxiliary matenals for gypsum board work of the type and grade recommended by the �oirrts
Qq2�0.31 PR PARATION. manufacturer of the gypsum board C Install tde us�ng the following settmg beads as shown or scheduled �
"" A Ciean stucco bases and substrates prior to stuccomg 1 Quany tde fbors to be dry-set portland cemeM mortar or latex-portland cement mortar over
Qq250.25 DIREGT SllSPENSION SYSTEM. concrete
Q921 b•32 IhSTALLATIOh OF LATH AND AGGESSORIES. A. Direct suspension system to be manufacturers standard z�nc-coated system of furnng runners, 2 Giazed waN tile to be organ�c adhesnre a
A. Frame both s�des of controi and expansan �oints �ndependently, and do not bridge �oints wdh funing tees and accessones designed for concealed support of ceiling Equal to U S G Co 3 C�uarry tde floors m cooler to be set wdh epoxy adhes�ve
lathmg or accessones standard system , D Unless othenvise shown, !ay tde m gnd pattem Al�gn�omts when adpming tdes on floor,base,wails
and tnm are same size. Layout tde work and center tde f�elds in both direct�ons �n each space
B Metal�athing� EXEG�RION
1 Install metal lath wdh bng d�mens�on at nght angles to supports havmg 1/2" lap at s�des and 09250.3 Ad�ust to mirnm�ze t0e cutt�ng Prov�de unrform piM w�dths, unless othen�wse s wn
1"13p at ends ^�•!�°"-! -^-YpSLII�" gOARD IhSTAI_LATION RE�l11RENLENTS. 09300.33 CI FANIN �AND PROTECTION.
a Screw or nail self-furnng diamond mesh directly to substrates indicated at a �1 •�°�--��
maximum of 12"o c honzorrtally and 8"o c.vertically A Locate exposed end-butt pints as far from cerrter of wall and ce�l�ngs as poss�ble. A Upon completion of placement and grout�ng, cfean all ceramic t�le surfaces so t#�ey are free of
C Stucco Accessories B install exposed gypsum board wdh face s�de out Butt boards together for a I�gM contact at edges foreign matter
1 Anchor each flange of accessones 8"o c.to base and ends wdh not more than 1/16"open space between boards B Leave fm�shed installatwn clean and free of cracked, chipped, broken, unbonded, or otherw�se
2 Miter or oope accessory oomers, and install wdh t�ght joints accuratey al�gned C Located edher edge or end piMs over supports. Posdan boards so that both tapered edge pints defectrve tde worlc
3 Set accessones p�mb, level and true to Ime,with a tolerance of 1/8"in 10"-0" � abut,and mill-cut or f�eld�ut end pirrts abut Stagger verticai�oirrts over drffereM studs on opposde � Prohibd foot and wheel traff�c from using tded fioors for at least three {3) days after groutmg �s
4 Instatl metal comer beads at eMemat oomers s�de of partdbns Locate end-butt pints as far as poss�ble from cemer of wall and ceiling completed.
5 Install casing beads at exposed terminatbns of stucco wor{c D Attach gypsum board to frammg and blodong as reqwred for adddional support at opernngs and ,. D All t�le ftoors are to be covered wdh"Kraft Paper in all areas and the paper not to be removed uM�l
- 6 Install prefabricated expansion pints of one piece design where shown as "Expansion cutouts tinal dean-up at completbn oi constn�ctbn
_ Joint". E. Space fasteners m gypsum boards in accordance with referenced standards and manufacturer's
recommendations DIVISION 9 - FINISHES
' c� 10 ItvSTAL ATION OF STUCCO. F Attach gypsum board directly to dired-hung metal support system for ceilmgs wdh member spacing
A Mechanically mix stucco materials at the pro�ect sde M�rnmum amount of water shall be used to 16"o c maximum
SFrTION Q9510-AGOl1STIGAL GEILINCS
produce a stucco of workable consistency ��FTHODS OF GYPSUM BOARD APPLICATION.
B Sequence stucco mstallation properly wdh the installat�on and protection of other work, so that ��A �nstall exposed gypsum board in single layer applicatwn as fol{ows 09510•1 SiEN.EBAL
neither will be damaged by the mstallatbn of the other
vl
Z
0
�
, �
- a
_ - �
_
� �
_
C Stucco flush with metal frames and other bwft-�n dems or accessones wh�ch act as a stucco ground 1 On partdbnsJwalls over 8'- 1"apply gypsum board vertically(parallel) � aT D DOCUMENTS,
Qry1S1ON 9 - FINISHES Stucco tertninated at metal wdhout casing beads to be cut free from metal before stucco sets and 2 On partitronsMralls 8' - 1" less in he�ght apply gypsum board honzo�rtally (perpend�cular), �14,]1 HF
firnsh coat grooved at the�unctures use maximum ler►gth sheets possible to minim�ze end pints A Drawings,Specrf�catans Drv�sion 1 and Corrtract W
D Apply stucoo in a three coat instatlatbn as folbws 3 On cedings apply pnor to mstallatan of partdbnsM►alls nFS[:RiPTION OF_WORK. a
�F[;TtoN pg21p_�,Q 1 Scratch coat is to be applied evenly in unrform th�ckness of 3/8" and squeezed through lath g Where gypsum boarci is base for thin-set ceram�c t�le and m todet rooms install water-resistant board 09510•12
n'ical ke wdh mesh Rake honzorrtally when stucco is firm but not C Apply gypsum boards to supports wdh screws or nads for walls and screws only for ceilmgs A ExteM of each type of acoust�cal ceding is shown and scheduled on drawings and mdudes (n
to backing to fortn mecha y 1 Vinyl faced panel cedings, exposed suspens�on
09210.1 �ENEBAL dry, Apply brown coat when dned and�trffened suff�c�ernly
- 2. Brown coat is to be applied unrform and floated level to 3/8" th�ckness. Lighty score O9 50 �"��TA�I ATION OF DRYWA�L FINISHINC. 2. �1,COUSt�iCal lay-tn panel Ceilings, expos suspenswn
Q�210.11 RFI ATFD D�CL�_u__ENTS: surface.Mo�st cure 12-48 hours wdh total set of 7 days A Apply treatment at gypsum board�o�nts (both directans),flanges of tnm accessones, penetraUons,
'/1, prawir�gs,Sped�caEions Divisbn 1 and Contrad• 3 Finish coat to be applied to brown coat after dampernng. Trowel 1/8"thicic m medwm dash fasteners heads, surface defeets and elsewhere as reqwred to prepare woric for decoration 09510.13 C)IIALITY A��11 AR NGE:
em. Mo'�st cure 12-24 hours 1. Apply �oint tape at �oints between gypsum boards, except where a tnm accessory is A Where acoustaal ceilings and components of roof or beam assemblies requ�red for compliance wdh
� goveming regulations, p�ov�de acoustical materials and applicat�on or suspensbn beanng UL
09210.12 �a'A�PT10t�1 OF V�1C= E Stuc;coing shall t�e protected from uneven and excessroe evaporatbn dunng hot dry weather md'icated
A. T d work ir�Cles: F No stuccomg shall be done at an outdoor temperature of less than 40 degrees F unless adequate 2 Apply �oint compound in 3 coats (not mcludmg prefill of openmgs m base), and sand Classrf�catbn Marking for appl�cable UL des�gn number listed in UL"F�re Res�stance I x"
YPe
1 Porttand c:emert stucco. temporary shefter�s prov�ded for a penod of not less than 48 hours after installation between last 2 coats and after last coat
B Tape pints at water-res�stant gypsum board base for ceramic t�le, prefmished panels and textured Og510s14 ��OB GONbITIONS.
q Do r�ot instal{ irttenor acoustical ceilmgs untd space is enclosed and weatherproot, wet-wark �n
IIvSTA � ATION OF WATERPROOFING. paint
042��_t A. yy�re $q��8�h�e resistance rating are ind�cated ar are required b oomply wi0r ��q waterproofing to a clean dry surface when surface air and matenal temperature �s 50 degrees spaoe �s completed,work above ced�ngs is completed, and ambiem conddbns af temperaturE a
esist Apply
gaveming re�ul8tians,p�nvicle m�er'rafs and insta�atio�s�e�l wilh aQp�cab�e��►� F or h�gher dunng applicatbn DIVISION 9 - FINISHES humdity will be contmuousy maintame
have been tested and isted b'f►r�e�oog��ized•author�s. B Apply to stucco after atlow�ng 72 hours drying t�me ,
t. Pravicle s�oo havn9 the same a09r'�e��°f��"��1A1O�' C Treat any apparent alkali or effervescence wdh proper neutral�z�ng compound 09510.2
B. Portland CemeM and PoRFand Cement - Lime Plastenn9, Exter�(s�000� and �������� D Apply one coat to all honzorital surfaces wdh a brush at a rate of 90-18d square feet per gallon SFC;TION 09300-IJ.LE ��,S�o�
Natiorral Sta�dards I�tihite, A42•2�197�• �� CFII INC 11NITS.
�nd F }a pprqand Cement and poRland Cement Lime Plastering, Exterior(Stucco) [;t rrnN �AND PATCHING: 09300.1 �, N RA A Provide United States Gypsum 5/8" x 24' x 48w wh�te st�pple shell vmyl faced panels wdh square
C. l�ttw�9 u��9 Q.9�14� -
and�nte�qr,qme�ican National Standards Ir�st�ute,A42 3-1971 A Cut, patch, poirrt-up, and repair stucco as necessary to accommodate other work and to restore edge for kdchen and o ice
cracks,derrts and imperfect�ons 09300.11 gFI AT�D DOGLIMENTS. B Prov�de Unded States Gypsum 3l4" x 24" x 48 Glacier Acoustone lay-�n panels w�th square edge
Q9210.14 PRODIICT HA�QLId�: _ A Drawmgs, Specrf�catbns D�vis�on 1 and Contract where shown on the Drawings
�' A. Dehver, store,and proted manufadured materials in original and urapened oor�ta�ners Q921 Q.36 GLEANINC AND PRQTEGTION. GEILINC SUSPENSION MA .
00
iB AN cemer�i�ous matenal shall be stored off ground under cover A Remove temporary protection and enclosure of other work Promptly remove stucco from door 0 ��pa_12 n�SCRIPTION OF WORK.
� frames,w�ndows, and other surfaces wh�ch are not to be plastered A Tde►ncludes ceramic surfacing un�ts made from clay or other esramic materials and mcludes A Coordmate with other work supported by or penetratmg throuc�h ceilmgs, �nclud�ng I�g t �xtures
'i 09210.15 .K�F3 Gc�.N_[�(T10NS. B Installer shall adv�se the Contractor of requirements for the protect�on of stucco from deterbrat�on 1 Glazed Wall Tile and HVAC eqwpment
1 p��t us wo�lc from hartMul effeds wh�ch m�gM result from stuccomg and dama e dunng the remainder of the construct�on per�od 2 Quarry T►le � opPon f system to be either direct-hung, or mdirect-hung suspension system, at contractors
A. �� 9
� d921 Q.2 PRODUCTS Oq21_�___�_0 37_
GtJARANTEE. �,q�QQ,�� C���AI ITY ASSURANCE. C Exposed suspens�on systems to be Chicago Metallic #1860-41 Fire Rated system w�th exposed
' A All stucco worlc(intenor and extenor) shall be guaranteed by the installer and Contractor for a penod A Prov�de products by the follow�ng for each type of tile cross runners coped to lay flush with mam runners
0921 Q.21 jA'T�;IP� �AtiD AGGESSQRY t�!ATERIALS. of two(2) years from the date of acceptance by the Owner 1 Glazed Wall T�le to be as specd�ed on draw�ngs
1 Prov�de un+torm factory-applied finish on aluminum caps of ceilmg suspens�on system, I
A Ge
neral 2 �uarry Tile to be as spec�tied on drawmgs including mofdings,tr:m, and accessones of manutacturer's siandard baked ename w �te I
� 1 Metals and f�nishes to be marnrfacturers standard galvan¢ed products unless �nd�cated as DIV{SION 9 - FINISHES B T�Ie Counc�l of Amenca Standard 137 1 to be bas�s tor requ�rements
��a�y ' Q�5,��p,?3 MISGELLANEO�!� MATERIALS. I
s nes to be zmc alb acc;essonas for ex�enor wortc, except Oq�pp,]� PRn�_1CT HANDLING. A Prov�de standard spr�ng steel hold-down cl�ps � �
a Extenor exposed acce so Y �
where tull concealed in plaster A Deliver packaged matenals and store m onginal conta�ners w�th seals unbroken and labels �ntact ' ,
TiON 09250-rYPS��M BOARD QS51 Q.3 FXEGUTION
8 1K►re t�es to be gaNan¢ed soft sieel wire unt�l t�me ot use
C Meta1 iath�ng matenats to be selt-fumrg diamond mesh lath, 3 4 po�nds per square ya��, stanc.+ard � ', �
� n ; ���� Q S1 `�1 IN�PECT{C�y. � '
mesh galvan�zed oopper a l by s tee l w d h 1!4"de t o r m a t�a n s �,q�,,,^C.1 5 ,���8 G O N D T IONS.
Accessories� � � A tv1a�ntain env�ronmental cond:iions and protect worN dunng and after instal;at�on �n acc�rdarce w�t h A I n s t a l l e r m u s t �ti a m�n e c o n d i i�o n s u n d e r w h i c h a c o�,s t.c al ce�nn g wc�rk �s to te penormed and m�s• ; i
D Meta! Stucco Q�� Fi�l ATEt� DOGLIMENT�
1 Caordinate depth of accessory w�th thickness of and nurr�2r at coats of stucco to be A Graw�ng, Specii�cation Division 1 ard Contract manutacturer's recommenda��or+s notrf y Coniracter of �nsatisfactory conditions � �
appf�ed. Al!matenal to be zir�c alby ot m�n�rwm 26 gauge thsckness or as nated P�EPRRATION
2 Sma�l-nose comer beads tQ be expanded type w�th 2-7l8"w�de tlanges , 2 1 �F���IPTION OF V`�ORK. PRG�tJGTS �951�.32 - j � �
�� _ ��� A EstaGhsh layeut of acoustica! �nits fc balance border w�dihs at oppos�te edges of pach ce����� , ''
3 Comerrte to be standarcJ prefomned ir►t�nor comer re�fiorceme�t made from 2 5 pa�nd pPr • A Typ2s of work includes _ , „ , p y w, a���;c.-teo ca����7 ���ns wher�o��
square yar�f diarr�rxi mesh fath �t F FN�DUCTS. Avo�d use
1 Gyps�m beard app;ied ta�vood rram�rg and turr�rg � 1• poss�ble ��, '�"�:� �. �' r�' �`'� �
4 Squars-edged :,asing �eads to be standard w�:t� ezFande� or sh�r f1ang° t� su�t 2 F�nisn�ng (�oin; ta�z-an�-compaGnd t:2atrn�nt; A G�azed wall tife to be 4-1�-� x 4-;�a
B Quarry t�le to be 1r2"thick ot s<<es note�on bra•Nings � � ` � ` 7 � '�� � ^ F C�L
a l�catbn 3 G�psum board ce�Im,�on d�rec� sus�2ns�cr �yster ' � � � � �"�"'0 `i"� � �
� p� n �ms to be standard on �ece �os�t w�th ez�andeu t,anges equa� �1�Irar#15 1 Whers shown "Abras�ve", Yrov=de manufacturer's starida�c+ 3brasiv�-s�rfaca�tda ~i��`� � �° � �
Ex nsa o P , f + �- � �
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6 Ccmer ramforcema�i to b� stucw-type wo�en gatvan�ze�w;r�come�reirforC:r,g ;t��ps �- � ;'�UALITY ASSURF!��_ C Prt�vide tr�m shapes ot sa�e matPr�al and f���sh us �e�C i�e, arr� ..5 foi:�w�
5 ne�s to be alvarnzed steel screws a� 7;16" head galvarnzed na�ls, o� t�rpe anc leng!h A G sum Board Standa:C �s tc be G4-2�b ry Gy�sum Ass�^c�at�cr 1 Base to bs sandary ccve un�ts �
7 Fa.te 9 YP �,,,�� � �� �'� � '� ! � �
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surtable 1ar ad uate penetrat►on of the substrate � �
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B Stir matenals betore appl�at�c,ns to produce a m�xture ot undorm densr+y and ��r as re,�ired dur,ng 8 A separate contract wdf b2 issued by the Ov�r,er for ��stallatron of ihe dnve-thru order systerr� • � - 0
� , applicatbn Gor7tractor�s only to�nstall buned senscr bop�n�avament �]„�Q.� P���`����� °h� EXcCUTlON. .� �
Q9510•3� jNSTA�LAT�ON.
w�th manufacturers nnted instructions, and to comply w�th C InstaHation of electr�cal rough-ms for dems to be insta�led under separate contracts is as shown on A Except for s�ch rtems as are normaily w�red up at ihe�r pomt of manufacture and so del�vered ar�d U �
A tnstali matenafs m accordance P un!ess specrf�ca�lY noted to the corrtrary here��,the E�ect;►cai Contra�tor w�il do all electr�c w�r�ne o• `
overni re latbn�, f�re res�stance ratmg requ�remen;s as md►cated, and mdustry standards ��990�J.3d �PPLIGATION. the draw�ngs ^
9 �9 �
q I airTt m accordance w�th manufacturers directbns Use appi�cators and techniques best D A separate contract w�il be issued by the Owner for mstallatan of exterbr s�gnage to+nclude every charaCer for power suppiy and mcluding control winng This Contractor shalt erect ali mot�rs � ? �
appl�cable to work APP Y p �n pface rea�y for connectan Starters shali be fumished by th�s contractor wrth each such motor ot �
8 Install suspensan systems wdh hangers supported only fram buildmg structural members Locate surted for substrate and type of matenai bemg applied Spray appiication is recommended for 1 Taco Bell pole s�gn w�th necessary fo�,ndat�on V v
4'-0" ab each ca � channei or direct-hung runner, unless general exter�or stucco paiMmg 2 Dnve-thru menu board and direct�anal s►gns wrth necessary foundatbn the type reGuired and deliver �t m good conddbn to the Electncal Contractor at the pb 7he � �
har�gers near each end and spaced �9 RY�'9 Elec;tnca!Co�tract�r w�l mount all such starters
otherw�se md�cated, Ieveluig to tolerance of t/8" in 12'-D" B Paint surfaces behind movable equipmern and fumiture same as similar exposed surfaces Pa�r� 3 Taco Beli bu�ld�ng s�gn '''
1 Secure w�re hangers by loop�ng and wire-tymg, eRher directly ta structures or to �nserts, surfaces behind permanentiy-fixed equipment or fumdure wdh pr:me,:,oat E A separate CoMract will be issued by the�wner for�rstallatwn of Computer system to include � t
P�F�d1T� FFFS A_ND GODE RECL1LATIONS. V p
eye-screws,or other dev�ces wh�ch are secure C F irns h e x t e n o r d o o r s o n t o p s, b o t t o m s a n c t s x i e e d g e s s a m e a s e x t e r a r f a c es, unless otherwise _ t Cash Reg�ste�s wdh cash drawers �� ' �„ N
s at nmeter of acoust�cal ce�i�ng area and at bcat�ons where necessary to indicated 2 Pnnter A O b t a�n a l l p e r m r t s r e q u i r e d t o d o t h i s w o r t c a n d p a y a n y f e e s r e q u�r e d f o r s uch p ermds
C I n s t a N e d g e m o l d i n g P e 3 Cable assembly B Coniorm to all slate and bcal ord�nances and n�imgs appl�cable to this work and �n effect at the t�rr� 3 � �' �
con�ea�edges of a�oust�cal unds D Sand IigMly be t ween eac h su c c e e d�n g e n a m e l c o a t t he w o r 4 c�s p e rf o r m e d �
a ou
' to substrate at ►ntervals not over 16"o c and not more than 3'from ends, E Apply sufficient time between successNe coatmgs to permit proper drying 4 Video morntors � � 3 �
1 Attach moldm9s
leveli w�ih ceiling suspensbn system to tolerance of 1/8" in 12'-0" M�ter comers F Apply first-coat matenal to suriaces as soon as practicable 5 Processor
� nufacturers recommended spreading rate �QQ,�, �TR�1GTl1RAL AND SPAGE GONDITION. � � V O
accurately arxi oonned securely _ G Apply materials at not less than ma PRODUCT HANDLING.
' I r►e!s m caordinatbn wdh suspensan system,wAh edges conceated by support H Apply one(1)coat of pnmer(d md�cated} and two (2) coats of the fmish paiM or other pa�r�t �nd�cated �400•13 A it shail be the responsib�i�ty of th�s Contractor to mstail h:s work to conform to the struciure, avo � � C �
D Insialt aoousbca pa A Upon delNery of the equipment, rt �s to be unbaded and stored until �nstallatan Protection from obstructans and �rrterferences w�th other trades, preserve headroom, and keep open�ngs and �
of su nsan members Scnbe and cut Panels to frt aa:uratety at borders and at penetraUons for all dems urterar and extenor to be pa�nted assa ewa s clear '� •� •� �
� P 9 Y
t_ �rutal hoid-down c�s in all areas t The first fmish coat is to be tinted to a shade IigMer than the final coat noted on the exposure to weather and cont�nwr�g constructbn is to be provided m �
schedule 11400-2 EXECUTION ]�QQ,� DRAWINGS: } I wed as Gosel as actual constructbn of � � � V
09510•34 AD��LIST AND CLEAN. I Krtchen equ�pment touch-up is to be done as necessary
ean e sed surfaces of acoust�cal ceilmgs, includmg tnm, edge moldmgs, and suspensan A The drawmgs as prepared are diagrammat�c but shall be o y
A G xpo i FAN-l1p AND PROTECTION ,].]4d0.21 INSTALLATION.
the pro�eci and the work of the trades w�ll permd � � � �
members; comply wdh ma�ufacturers mstructans tor clean,ng and touch-up ot minor f�rnsh 09900.35 ('
��e A Dunng progress of work, remove from srte discarded paint maienals, rubbish, cans and rags at end A Ali equipment is to be assembled and set accordmg to manufacturer's shop drawings an AS-BUILT DRAVYINGS. � E � m
o i e a c h w o r k d a y mstructions Bbckmg, spacers, f�llers and connectors shall be prov�ded as necessary to insure a 15100•7
DlVISION 9 - FINISHES
B Protect work oi other trades, whether to be painted or not, against damaged by pamting and tina l in s ta l l a t a n t h a t i s Q l u m b, l e v e l, a n d f i r m ry a n c h o r e d m l o c a t b n s m d i c a t e d A P rov i d e to the Area Constructbn Mana ger a complete record set of blue line pnnts which shall show � O � �
finishing work 1 Instail Stainless Steel Food Serv�ce Equipment (4 pieces) Set each piece in approximate every change from the onginal contract drawings per the co�ra �� V m ;_
C At the comptet�on of work of other trades, touch-up and restore all damaged or defaced pa�nted fmal location
SEGTfON 09900-PAINZlN�i
'su�iaces a Prov�de 1"copper waste I�nes (not PVC) to all separate equ�pment drain bcatwns 15100.8 WORKMANSHIP.
(3) shown on drawings Proper suppo�t of these waste lines to equipment irames A Labor shall be pe�tormed m a workmanl�ke manner by mecharncs skdled in the�r particular tra e A
DIVISION 10 - SPECIALTIES and separate termmatans�rno dram is necessary. Pipe and equ�pment shall be mstalled square and plumb and access�ble for proper operatbn and
09900•1 �aEdE69L b Provide eledncal serv�ce to prewired electncal panel service
c Prov�de coid water and hot water se�vice to solenob valves at service shaft V�gRATION AND NOISE.
�,Q900•11 RFi eTED D�C�MEN7S.
A ���,�.����� �,���� SFrTION 10800- ef'�'CeSORIES LOUVRES FIRE EXTINGUISHERS d. Install piva melters on shelt and connect water Imes (quick disconnect), plug in
�w��
eledricai and mstall flexibie drain lines from melter to ms�de und A Each of the vanous pieces of eqwpment shall operate wdhout obJectanable vi ratan or no�se
09900.12 nF�'R���1��►�� 10800•1 �FNFRAL e Final leveling and oonnedion of und will be by un�t manufacturer.
-- — 2 install Ice Mach�ne per mstructions found in packmg I�st Set und in place, level and make 151U0.10 a�.���STINCAND BALANCING.
A. The extent worfc inckides painlin9 and fin�shin9 oi intenor and exterior exposed dems arW surfaces •
RFLATED DOCUMENTS: f�nal connections. Waste I�nes should be �nsulated from exit bcatan to dram Set remote A. Clean out ali I�nes, ad�ust alt valves, and clean all plumbmg f�xtures and equ�pment
throughout projec:t as shawn on the cl�awu�gs. i�-1 condensmg und on roof, d applrcable, provid�ng necessary prefabncated support rails and
�, S�xtace preparation, priming, and coats of paiM specit'�ed are m addition to sho�pnming A Drawings,Spec'rficatans Drviswn 1 and Contact �t rrnNC AND PATCHING.
���n�er��ec�f;ed under other sectioR,of w�oric• B. See the drawings for accessories to be fumished by Owner and installed by coMractor refngerarrt I�ne pitch pan. Install�efngerarrt Imes and prov�de necessary msulatan. Provide 15100'11
copper waste lines as shown on the drawmgs A Cuttmg or patching necessary to permd the�nstaNatbn of any work under this Contract shall be the
09900_13 nA NE� STOFlA�GE: iQ$Q,Q,12 nF�[:RIPTION OF WORK
3 Instaii Drink Dispensing System responsieil�ty of this coMractor
OFlAG
q, pe�ver materiais to job sRe in origi�al, new and unopened pac�cages and containers bearing A Extent of each type of accessory�s shown on drawmgs and mcludes a Set one (1) dispensmg un�ts wrth �ce b�ns at ind�cated bcatbns and positbn t�g
�S����� 1 paper towel d�spensers, agair�st wali. ,�Q,� FXGAVATION AND BACKFILLING.
�� b. Set remote condensing urnt, if applicable, on roof providmg necessary A Provide necessary excavatmg and backf�lling for the mstallatan of work specrfied in this Drvisbn
2 mondor shelves,
3. todet t�ssue dispensers, prefabricated support rads and refngeraM line pdch pan After the p�e has been installed, tested and approved, the trenches shall be backf�lled to grade
i Q9900.14 c Install serv'ice shafts from dispensmg unds to above ceilmg Cut ceding to neatty fd w�th approved matenal,well tamped or puddled compactly in place All p�p�ng outs�de the budding
� A. ANply water-base paints�nly when temperatui'e of surtaces to'be painted and surrounding air 4. grab bars;
I � a�s and helween 50 degrees F (10 degrees C)and 90 degrees F(32 degrees C), unless 5 soap dispensers; shaft configuration and prov�de honzontal bracmg of shaft to ceiimg gnd system shall be installed below the frost Ime
I e� manufacturer's inted instnx:tans- 6. sta�nless steel framed mirrors, above ceilmg
a�����by p� pa nx ASHINGS:
� •' g. sp�-thinned paint3 only when temperalure of surtaces to be painted and surroundmg air 7. elednc hand dryers; d Install beverage Imes from syrup/CO2 locatan to master unrt and from master und 15100.13 Fl
�y to slave und A Flash around ali pipes passing through the roof in connectbn wrth this contract, wdh sheet lead
I temp�a��es are between 45 degrees F (7 degrees C) and 95 degrees F (35 degrees C), uniess 8. protable fire e�ctingwshers ng, m all directbns from the outs�de of the e
ed b int manufacxurer's painted instnactions. B Consult drawmgs to verrfy dems prov�ded by owner and installed by contractar. e. Instail refngerant I�nes from master und to roof mounted condenser Provide bwlt a mmimum of 10"�mo the roof� P�P
� ott�erwise Pem�tt Y 1� a u
C. po not apply paint in�ow, ra�,fog or m�st. required msu atbn
� f Provide copper waste lines as shown on the drawings
10800.13 QLIALITY ASSURANCE.
4 Exhaust Hood Installations
• �
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� a. Roll exhaust hood on casters and hydraul�cally�ack m place, level wdh ceilmg and FXAti INATION OF THE SITE AND DRAWINGS.
� A Coordinate accessory locations with other work to avo�d interference and to assure proper � �
operatan and serv�cmg of accessory units. an imag�nary line on support watl where hood is attached Remove filters and reach 15100.14
4990Q,� PRODUGTS in and up high enough as to be out of sight and mstall 5" lay screws 16" O C at A. All Comractors shati exarr�ne the srte and rev�ew the Drawnngs and Spec�f�catans prar to subm�tt�ng W
B Propnetary names used to des�gnate des�gn and construct�on of specrf�c products Sim�lar�tems by each stud locatbn across the badc of hood a proposal.
j Bobnck, Brade ,or Watrous w�ll be acceptable . a
. N b. Dnll 3/8 holes from the top of hood and prov�de "all-thread" rod from this area up
I Q�Q�.21 �
i A Paint oobr�. surface treatmer�ts, and finishes, are indicated i� 'schedules" of the contract into truss space and boft to top of hood support area using 2 washers (1 ilat, bck 15100.15 r��ARANTEE.
� ��� 10800•2 PRODUCTS tyPe�. A Guarantee for water heater shall for frve(5�ears
B. ��� ��,,,�� � ��w�h prime paints used. Natif�r Regbnal Co�trixxan c. A 1/8"steei angle iron is to be lag-scxewed with 1 1/2" lag-screws �nto and across 2 �`�' ' �,-� `� �� ���'� � `�� ���
� r
i FABRICATION: �
ified systems with substrates primed by. 10800•21 �oist spaces to support "all-thread" rod D n l l 3/8' h o l e m angle iron and boft with DIVISION 15 - MECHANICAL � `�'.;� � c� �°�. � `, :� ��
, Manager ot atry anticipa�ed Problems using spec ��9 .
A. Surface-Mounted Paper towel D�spenser: A85-U180 �
locic washer.
i °t��� B Mondor SheNes. Bradley Model 7512. d Exhaust hood is to be leveled to cedmg by ad�ustmg from all-thread rod. NOTE� It ' �-- �6� � �
� C Recessed Mult�-Roll To�let Tissue D�spenser AJ-U641 SF�TION 15400- PLUMBING � �� � ,'" ��-�� i �.�..
, is abso�tely necessary that the hood first be leveled at the wall mourtt bcaUons � � � �� P� � ' V -
�� �!ATFRIa!QIAL�
, A P��a a�� �n�fadurer are psted but p�od�xxs of one of the following manufacturers will D Grab Bars with Conceated Mounting Bray-Krause D-75 m length reqwrea by bcal codes pnor to instaltmg angle iron and from support system
� be axepted ao IonQ as they are s�rtriar m qua�ty and iderfica�m�irush l�°fo�and texture} E Recessed Soap Dispensars: Bobnck A8�J-U130 e Exhaust ducts into hood (both exhaust and make-up air) fd ms�de the collared 1�4QQ1 .SaEdFAAL t
' F Stamless Steel Channel Frame Mirrors Greernvald 24"x 30"and 18"x 30"s�zes flange opernngs in the top of the haod and the duct should be welded i�om ins�de
� t, 9etya�t-Moore
� �����n G Surface MouMed Electnc Hand Dners. Wo�ld Modef A5 Automat�r,/Bobrick B-700 RFI ATFf) DOCUMENTS: E3Y__ _ .__/_ ___.__ DA�E��__. �
2 the hood and no1 trom the roof ��- ---�--------------- 4
, 3 P��� H Fire extmgwshers to be dry chem�cal type with UL rat�ng noted on d�awmgs m manufacturer's 5 Smgle/Three Compartments Smk Installation A. Drawings,Speaficatans DN�sa 1,General Nlechan�cal Regwrements th�s DNisbn,and ntract
. standard for specrfied size extingu�sher
, a h�s bracket�in thde prescnbed locatan for�botthroespSectNe s nks at the wall Insta 15400•12
� ossoo.23 F��PA�SYST��. sGOPE OF WO�
' n Maore'Moor Grad katex House Pa�rrt"(103). 1080Q.3 EXECUTION b Install faucets (Ch�cago#445LD) provided by eqwpment supplier to splash before A Furnish�ng of atl labor, mater�als, tools, transportatan, serv�ces, etc , necessary to comptete the
! A Co�ia�ete and Slu000' Fr�ish-Ben�am
r ish
, B F�� ��: p�_ g���n �re 'Iron Ciad Retardo Rusi Inhibitrve Paint" (163�, Fi�ish - 1080d.31 �NSPECTION. install�ng sink to bradcet assemby on wall mstallatbn of the pk�mbing system as�Ilustrated on the Draw�ngs a as o ws ��,��
; ge�amin I�Aoore'iiAoor-Grad Latex House PamC'(103). c Sl�de smks iMo respectrve locatbns and prov�de contmuous caulking along wall on 1 Hot and cold water sysiem wdh complete connedbns from the water meter to all plumb�ng
; C ��Q� M��, p��- Benjamin Moore 'Iron Clad Gawanaed Metal Pnmer (155), Finish - A Installer must examme substrates and other condit�ons under wh�ch mstallat�on �s to occur, and three sides fuctures and equ�meM requmng water connect�ons
� genjamin Moore'luioorGrad Latex House Pau�"(103). notrfy contractor of condRions detnmental to proper and t�mely completion of work g Work Table. Install on caste�s and place next to fryer 2. Soil,waste,vent systems and condensate I�nes outs�de and ins�de the bu�ld�ng
p p��M��: pr�t d��ambeR-Traff'�c paint- 7 Fryer Install, set and start up wdh water in und to ensure proper operatan A gas regulator 3 Plumbmg f'ixtures, includ�ng all the required tnm and supports
� 1 p800•32 INSTALLATION: is to be mstalled prbr to fryer quicic-disconnect connection 4 Trenching and backfdbng
� �� inrrFqlOR PAINT SYSTE�A�: A Install accessory unds in accordance w�th manufacturer's instruct�ons, usmg fasteners wh�ch are g Taco Range Qu�ck-d�sconnect and regulator come w�th equipment Install the same, 5 Rough-in and fmal connectan to equipmerrt in the kdchen and serv�ce area
� n Moore "Latex QuMdc Dry Pnme Seal" (201); Fmish - Benjamin appropnate to substrate and recommended by manufacturer of un�t Install unds plumb and level, 6 F�nal lumbi connecibns to heatmg and air conddwrnng equipment
� A Gypsum board: Pnmer- Ben€ami ad�ust flame on p�lots at regulator and test equipment for proper start up R �
M��X��F�������� . firmly anchored in locatwns mdicated g pizza Hood Prov�de 2"0 exhaust duct from steam rel�ef gnll duct to p�zza hood locatan and 7 Mete!s and ut�l�ty connections
g yyood Sheives Pnmer - Ben�am�n Moore "AAcyd Enamel Underbody" (217); Ftn+sh - Ben�amm extend down through ceilmg Hang p+zza hood from duct and enclose duct wdh stainless 8 Gas pipmg to heatmg, ventilatmg and air condrt�oning urnts, water heaters, ranges, arxi
, �Q���'�����071� �� an.iuST AND CLEAN. fryers
stee{ enclosure prov�ded
C Ferrous Metal(Employee Sde) Pnmer-Berqamn Moore'Inon Ctad Retardo Rust Inhibrtrve Pa�M" A Ad�ust accessones for proper operatbns and venfy that mechanisms funct�on smoothy PVC i m m cedi s ace for bevera e nnes
. EnameP' 235 B Clean and polish all exposed surfaces of factory tin�shed accessones atter remov�ng protect�ve B Installation of the t�le base and wood fdlers at Owner furrnshed and mstalled safe is to be completed 9 Empty P P 9 �9 � 9
, �1g3);f�sh-Ben}amin Moore Satin Impr+ovo ( ) • after d has been set in place Contractor to prov�de t"0 x 12" Ig expansbn bolt mto concrete floor
p ��Qed Meta� pnmer _ gen�am�� Moore "Iron Clad Galvan�zed Metal Pnmer (155), Fmish - coatmgs for anchorage of safe after be�ng set m place by the sh�pper 1,�Q¢y2 PRODUCTS
, Ben�amin�+loore'Imperw Hgh Gbss EnameP(133) r "AI d Ename! lxxierbody" (2i�, Fin�sh I
E Wood Doors (EmpbYee S�de). Pnmer- Ben}arrtin Moo e ky DIVISION 11 - EGIUIPMENT 1� c'i FANIhC RESTORING FINISN� � 4 nF�CRIPTION. ' �
�SaAin I nro Enamei" {235) A After completion of mstafiation, and completion of other ma�or work, removz protective covenngs (rf A So�l, waste and vent p�pmg belo�r floor to 5'-0" outs�de bu�lding shall be standard weight coated ( I
een�amm Moore SaA mpe ,
F E��smerrt Touch up Ben�amn Moore"Porch and Floa� Enamei' (i22) - WNER F RNI HED E � IPMENT any► and clean all rtems, internally and extern211y Restore exposed and semi-exposeti finishes to cast iron so�l p�pe and cast iron��neo�rene gasket t�tt►ngs Yard p�p�ng shall be extra strength v�tnf�ed �
�ECTION 11400 O U S QJ
remove abrasions and o!her�amages, pol�sh exposed-metal surfaces and touch-up pa�ni suriaces clay aipe and fitt�ngs A 5 S or P V C 5chedule 40 pipe and f�nmgs may �e installed, as approved � i
FXF(;L1T10N by local authorrty in ccncea�ed locatwns only f
4��4.4..�. - � ;�4 �FNERAL DIVISION 15 - MECHANtCAL B So�l,wasie and vent piping above'loor shalf be standard we�ght coate�cast �ron p�pe and sta�ntess � ,
r,1,c�,y�,� JN�PEGTfON. st�ei!neoprene gasket frtt�ng, or A � S or P V C Schedule 44, as app�oved by local aulhor�ty :� � ;
areas and aanddan�uricer wh�ch paintrrx,�wo�ic+s f� � �olied a:�d �!rfy 1�� • r3F�-ATED �OGUMENTS. conceaied tocation= � �
A �Cator must examu� , , n f � - .
��racto;oi cG�rt�a;�s dEirmental io proper ar►d t�mely cx�mp;at�c�►oi w�r�: A Draw�ngs, Specrficat�ons Di�sion 1 ard Cc� t a S�;;�p�; ;���,�-GEN�RA�MECHA�l�CAL RE��I�EMc"JT '` Not and cold wat�r p�p;ng a�o�e the floor shall be type L cop�er vnth shall be t�ps "i:" s�ft drG�r' +
v copper t�.�birg wrthout �o�r.ls � �
nc� SLIRFAGE PREPARATiON.
1�4 � 1 DESGRIPTI�N OF WORK. 1 � �Ft A'IED DOGUtvIEtvTS. D Conaensatz drain p�p�ng shall be type "h1" copp�r, galvanized Sched�le �0 i �
A Pertarm eparat+on ar�clean�rg p;oeec�res �n a�cerd3nce�t,dh pai� �r►�nuta�ture�s ;nstru�t�ors A Exteni ot eau�pmenl is sho�vn on drawinys and �nc'udes ttie follc�winp p Draw�rgs, Spec�ficaUons Divis�or t, ard Contrac4 E ;nd�rect waste p�pmg shali be t�+pe "M" cepper with 50i5� svdeat so!der and w���ght copper �tt�rg� �
� `
for each pa�ficul��suDSt�ate��d��or 1 K�tchen Preparat�on Equ�pment
� j � � h �t iixt!.��es. and s�m:lar rtems �n 2 Kitchen Serving Equ�pme�l � See D�aw�ngs fcr materials to be furrnshed by Owner ard �nsta�la� cy Centract�r F Beverage i,�e p�pa to be electr�cal � V C p�pe w�th 30' iu!� 9 degre�s sweeNs
g Ramov� and re�nsia�i hardware, hard�are acces�or e_, plates, !g i �g, . u Jr�erground gas p�pmg shall be Schedule 40 black steei p�pe w�th ,ong rad�us stee! tve,����
�face arrd not to de f:nES�s-pai�d�c, or p"�v�e s►�rt��� a�;�ssed er:,?e��t�n 3 b'�falk-m Go�ler �=� ^ SCCP� OF WORK. fittinCS Insta�1at�on o+ -yas seN�ce o�ping sha�l be in�.ente.�con���� an�+ sna!I m��±N�th th� loca� ga� i
G �ea�tops, bott�ms, a^�d c��rt-outs of ur,�nmed w�cd�aers wnh a reav;coat at va���t vr c�a��va6eni 4 Exhaust Hoed q i he wor1c?o be accompl�shed under th�s secuen of spacrficat�ors src��d2s tt�e furn�shmg o� a;i iatxi; r.orrr�any s aoproval � I
seale: 5 Storage Shelving ��OF C�� 9 �
6 Employee Lockers supervisiQn, and eq:sipment for the comple#e irs'all�t�on ef air cr,rdiiiornng, heat�rg ve�tilat�or,
, T�, 7 Ciock,Z�me Card Racl: pl��r►b+nr, togsther w�th all the r,ecessary a�x�l�a��es anci appur�e�+arces P��.,s tl�� turn.sn��g as a'�
��, o� �wA i FPiA.S PPEPAr�A�I�NS_ p�umbmg materials as noted on the drawir�s �� �
A p,��x ane�2�a►e pairttin�maten2fs Mn acccrdance�N�t� ►�ar�tac�urers d�rs�t�ns 8 M�scellaneous K�tchen Equ��ment � �
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? Eiec+r,ca! metau�c condu�t shat� be useo cn�y `o• �r,t?nor r��r,s ��tt�ngs �^� ae ��and •,�y 1��k� • � �qF W�� �T ' I�F�T��vC Q� p ,
H Gas p�p�ng above ground shalt be ScheduiL 4C- black s!eei w�th 125 po�nd black malleable ;ron � ca;npression type A Con;racte�t� ��s±a�� par��y k=t i�rts whe�e :r,c�ca+e��r tne �te p�ar � �
screwed fittings Gas pip�ng compound at p�r,ts sha�1 be �n compl�ance wri� tvFPA B�I�etm#54 and 'S'OG.17 W _R��,NTl'. , � F��z�ble metalt�c condu�t may oe used �n cancealed bcat►ons iess than 6 k�y wre-e ,7E;r'11frG'G L}- t �
iocal licable codes and surta�le for natural as serv�ce Moistura tra shali be �nstalfed on A Th2 Nat�onal HVAC Vendc�r shail warrant all u� ment and mater,al su bed b n�m for a er�ed o� � coae Fitt�n s shall be "Jake" or " ueeze' ; e ��l��r; �� F F�iIC�i 51 � � �
aPP 9 PS �d Y �4 P pP Y P 9 � YP �-. _�
� HVAC, water heater, and krtchen equlPme�i or,e ;11 year trom date of restaura�t opernng aga�nst defects m r�ater�ais ar� wor��cmansh�p The �� Ffber condurt shatl be Type I and ma�r be used on concrete er�cased ��werg���r,d ��s;a��a;�ons �n A Owrner shall f�rn�sh a�d�nstalf exterbr s�gns �n yard and on �u��+�ng ` � ,
- warran;y shali mcfude ihe cost ot ail lat�r and matenal i�eu ot ng�d steel condud as permrtted by ccds and other gc�err��ng a�rthont,es Prev�F a ;;oCe g Etedr►c�,al Cornraclor shatl turn�sh arx��nsta(i �r�rnr;� s�gn �unet+cn boxes � m �
� t 544 .22 INSULATiQN. B �he Heai�n g, Vern�lati n g ar�A�r Ccndd�cn�n g Coniractos shal�wdrf3ntY 'l,s �nstallatron tor a�e�.od^! s¢ed msulated conductor (green} grour�d w�re �n conduR tor corhnu�ty ot equiame�t ground _ � 0
A Ail hot and cold waisr copper p+p�ng sh2fl k}e msulated w�th at least ti2"th�dc toam n►bber or toam on2 �1) year iram ;he date ot restaurant open�n� agamst defects �n workmansh+p �n�s warrantr E PVC condud may be used for extenor :nstallat:o�s wherz parr^�ited �y co�e ard go�?rnin� � � �
pfast�c rype p�pe msulatbn _ shaii mclude the cosi ot a!1 labor and matenai author+t�es Green w�re ground w�re shalt be prov�ded whe�us�^�g PVG �^ � �R+cr'�' � eNEOL1S CC�Iv'TROL kt`C� CUi�MENT WIRING
� Flex�ble non-metal►c sheathed cabie us2d only for �ntercon�ect�an ot un�;s w�tt�, root rnciunt� A See Mect�arncal Draw�ngs tor w�nno d�agrams arxf re►ated wortc `"
15400.23 FIXTURES. condensers � t 1
DlVISION 16 - ELECTRICAL . C) p
A All flxiures shaU be as shown on the draw�ngs w�th equal products fum�sned by Amer�can Standard, 1 � LICHT SWITCHES. � � � N
Kohler,or Ei�er t 62QQ.2 OUTLET BOXES AND JUNCTION BOXES. A Wall swdches for general i�ght�ng cornrof shall be spec�t�cat�on grade, q��te type, total�y enclosed � � � �
SECTION 16100- rFNERAL RE�LIIREMENTS A Outlet and }unctan boxes used �n concealed woric shall be galvan,zed or sherard�zed one-p+ece, �vorcob�, arxi shall be as manufactured by Hubbell, Slater, or Pass and Seymour equal to the � 0
, 154�Q.24 CLEANOUTS. FLOOR DRAINS& FLOOR SlNKS. pressed steel, knoc�c out type s�ze �n accordance wrth the code Piastenng r�ngs shall be prov�ded folbw�ng Hubbell Products � ' "` - � `� ; �D �
A All accessar�es shaN be as shown on the drawmgs w�th equa!products fum�shed by Wade, Josam, 16100•1 R�� ATED DOGI�MEN7S. for ali flusit mounted boxes 1 Single Pole #1221 C m a
or Z�rn berr�g acceptable A C�raw�ngs,Specrf�catan Divisan 1, and Contract B Outfet and �unctbn boxes used outside ot bu:ld�ng, on root, flr �n lands:.aped areas shall be 2 Double Pole �1222 � � .0 .,�
15400_25 E�UIPMENT. waterproot cast alummum wrth condud hut� as requ�red 3 TtxeeWay #1223 •,. �
� 16100.2 SCOPE OF WORlC: � 4 �WaY ��� t y a � �
A Water heater shaN be as shown on the drawmgs w�th equal products furrnshed by Ruud, State, or A The woric covered by th�s Div�sbn cons�sts of tum�shmg all matenals, labor, equ�pment, and 1fiZQQ�� WIRE AND CABLE(6d0 VOLTS AND LESS) 5. pimmer(t.utnon) �iD-18P ���;�� �,� 0 }
Rheem. A gas water heater shall be prov�ded wdh class "B' U L labeled flue vent similar to apparatuses and perfo�mmg all operatbns required for complete mstallation of a complete and A Type of vinre shall be as foflows 6 Key Type San�e as above excep key operatan a _ x , � �ti;, _ � O
' Metalbestos Type RV complete wdh i�tings,ce�f�ng collar,tall roof,flash�ng,weathert�gM top Water properly operatmg elecir+cal system, m stnct accordance with the appl�cabte D�aw�ngs and 1 Unless otherw�se ind�cated ail w�re shali be type THHN, m wet tocatans, it shall by Type , y � O v ,
j heater shall be provrded wdh all temperature and safety controls mclucf�ng ASME rated T and P Spec�f�catioris n"��a�"��"� �62Q0.15 c�F�FpTACLE OUTLETS. _ � �` � '
j rebef yalve,gas pressure regulator,dra�n valve, etc 2 �nng ad�ac�ent to heat producuig equipmeM shal!b�Type AVA , A Singfe o�dupiex oonven�enc:e receptacle for general use are to be �nstalled vertical and shall be � � 0
J B. F�re Supressbn System �rov�de complete Ansui R-101-30 f�re protectan system as shown on t s100.3 APPLIGABLE STANDARQS/�ND CODES: . 3 No wire smaller than�12 gauge shaa be used,except for sgnal or controt systems spec�icatan grade, 20 ampere, 125 voR,ground��g type, n►ory cobr, and shall be Hubbell, Slater, � E � �
j drawmgs for mstallatwn m the range exhaust hood and shalf comply wRh ali local oodes NPPA A. Materials, eqwpme�and mstalfatan ot the electncal system shall coMorm to the latest standards of 4. Wire mstaNatan: . or Pass and Seyrrour equ�i to HubbeN�5361 and�5362 E � �
� BuAetin lt96. the following Publications: (�ncludug all addenda,amendments or supplements thereto) , a �re shall nd be �nstaNed unt� alt work of any nature that may cause ��yury to the B Olher receptacles indcated on drawings bY NEMA desgnatan shall be HubbeU, Slater,or Pass a�d � O � ...
' wire rs oonpleled• Seymo�N equal to ti�ibbell isled: •-� c.� m __.
C Cutoff vahres und�rnealh lavatones and tank type water dosets sha{I be cbrome plated angle stop 1 Natqnal Electncal Code(NEC) �
� vahres with chrome plated escutcheon plates 2. Nafional Fi�e Protec�on Assoc�atbn(NFPA) b. Mecharacal msans sha�not be used m puNing wires�8 or smaier. 1. NEMA fr20 shaM be a 2-pole.3 wire.2.50 volt.20 arnpere outlet.HubbeU�5461
D Hose oodcs to be ran-ireeze type. 3. At1 goveming codes a�d locail ordinances. c. Approved wre pulling lubricant shall be used as required to prevent insutation 2. NEI�A/►6,�shaN be a 2-pole.3 wire,250 v�oN,30-ampere outlet,F�NibbeH�9330
dart�age and overstressinp d the wire wh�e puNirq through ooncfWt. 3. NEIiAA LS-20 shar be a 2-pole,3 wire.125 w�,20 ampere outlet,HubbeN�2310.
15400.3• 1NSTALLATION 16100.4 PROCEDUREJ: . d. /W wlrirg of p�neboards.Cabinets. etC., Strd1 be ne2dly wrapped. taped. Or IaCed 4 NEIiAA L�20 sha!be S 2-pole.3 wir�e.2S0 vo�.20 ampene outlet.F�k�bbel�2320
A All pertnits, licenses and bonds necessary for the complete �nstallation of the electrical systems nto flioups b paricie a neat and orderly appearar�ce. C. Ground fauR r�eoeptades shad be 20 arnpe�e devioes wih s+n9�e o�let and test ar�d reset push
� 1��1 Pteld�: . shaM be obtained by the Conlractor. e. H the s¢e and number of oond�xxors in a ca�duit on the drawing is not show.the� butfor�s. Reoeptade eh�be equal b Squar+e 0�GFSR-t20-t.
A. AM pipirg st�aH be n�n cancealed exoept where shown othen�nse on draw�ngs B. A set d prints shaM be kept at U�e job sde upon which all chan�es and deviations hvm Lhe origmal _ �shal be aseumed b 2�12 wires. D. Reoepfacies lor conp�ter cash ropister system tp be liubbep #5262 IG duplex as n�ted on
B. VaNes.traPs.dean-outs and dher apparatus s1�aN be i�taYed in an easdy aocessble location layout are b be reoaded. ' f. AN seoorxiary branch d�cuit and feeder eaidt�fas sh�be oolor c�oded to aarqly . Dr'awi�gs-
C. So�.wa�te vent offsets and house dr�ins shaN be instaNed with a minimum,unifam grade of 1/4"to C. The CoMrac;tor shaq fumish the Unit Supervisor Mro (2) sets of complete maiMenance and with Art.210-5 of NEC.
the foot. operatirq instnictions for the electrical equipment. 5. No.10AWG and srt�sha�be eoid and No.BINNG and Ir�er shaf be sfandard. 16200.16 n�m Fr�ND�w_rr���O�VER PL�_T�' -
D. Hot and oold water lines shaN be at least G apart where pipng is paraNel. D. The Contractor strr�l iumiah to the Owners Representatnre.a written guarar�tee oovering his work, 6. Cond�xtors sha� be oopper. &ottdrawn d mt less than 98'16 oonductiv�►. oo�fom�ing to A A devi�e plale ahal be pro�ided lor sach outlet d one-pieoe�iermoplastic tYPe in^rorY�.
E. Esaitd�eon pl�es st�aU be provided where ap pipe passes through a finished wall inck�dr�g aN equQment. male�fal and woriunanship against ap defeds for a period of one (1) year ASTM speatica�fon and IaRest r�equirert�ent d NEC. B. Wea�p�of duplex reo�tade oove�Plates sfrar be flray r.ast alumirxim wih spring baded da�We
, 15400•32 HANGERS AND SUPPORTS: - f�m the d�e d aooeptanoe. 7. 11�oonducto�s ahaM b�new and sh�be delivvered to the s+�e in iheir orig��al padcaQes. iR oo�s b aWon�aticaM�►snaP�x�l eq��m Hubber�b�205.
.� X A. Copper piping shall be supported at mtervals not to exceed T-0"and at each change in honzorrtal 1fi100.5 ' �� � � ]B2�1Z ,
or veRical d�ned'an. A. The Dr�wings detemrne the general desipn of the equipmeru. Exact dispos�ion of the equ�pment A. Fumish and 'mstaN cl�cuit br�dcer lxanch ci�u� penebosr�s as indicated h the panebosrd A. Conhac�or alni kxr�ish and i�taN the telsphone emDh���. P�re.tertninal boxes, juncxion
a ,,r.- - is subject M the fequiremer�ts and oonstnid'an of themmeanufacturers starxlard but the space schedule. Paneboards shar be of a dea�lront safety-rype, equipp� with tt�emial mapnetic boxss.and ouMet bwces.in 4�where slawn on the Drawirgs- _ � ,
� . 15400.33 - rtqid6d Ca6e.snap'in 1pPe Cirail b�eaker8. Bu8 StnxtUre and mairl kgs Or m�in b[�9aker shall hav�e
' pocupigd and Qenerdl desipn ShaM'oonespond to that shown on the drawings. '
i " A. Fumish and install all plumbing fixtures complete with all equipmem fittings, tnmmings, and �� � �� �� � � � � Pe��a� ��• �� �� � � 1�2QQ.18. ' • -
accessories. 16100.6 WO(�KING SPA�CE: aooept�s• A. �sfar inte�for sdx�d system s�plisd bY Owner as stawn on Draww�gs.
B. AN Toctures shal be Grade A and shall be wh�e A. In the ir�staNation d aN apparah�s caNed br.spec�al a�ter�don shaN be given to the accessibiNy of the B. IV p�neboards straN be eq��ipped with neutral bar equipment gr6un�ing bus and isolated gno�xd �e►
C. Exposed pQing to fixtures shaN be a product of the faiure manufadurer. apparah,�s and�parts. �• � ]6200.19 '
f D. Stops as manu(ac�uured by the fatu�e manu(ac�rer,with metal-to-metal seat, shaN be provided for all C The paneboard bus assembyl ahaN be enclosed n a Steel cabinet fab�icated innm gaNantzed Steel A. Prarids neoss6aiy eondi�and ouMels.and Power wiri�g for oomp�derized cash r�egister system as ' '''�•
fixtu�es and equipmeM. 16100.7 W�RK BUILT IN: _ Or equivalent rUSt-nesistarrt sisel. Fnonts shaN inClude doors and have flusb, brushed stair�less
' - A. AN w�o�k b be built in shall be ready for mstaUation at ihe proper titne in drder that there may be no ateel, cyinder h�nbler type bcks with cadches and spri�gbaded door puMs. Fnonts shaN not be r�ed on the DrawY�ps. Provids pu�-string in aN empty ooncluit.
� det�y in ihe progress of the work. removabf�v�h door in the iodced pos�ion. 1fZa4.2a IB11 ���
D. Cird�t breekers shal be errarqsd and rnxr'ibered as shawn on par�eboard sd�edule. A ContraClor shaN fixnish end instel7-day calendat dial time Clodc wf�e indcated on drawings br .
` , E. Tem�inais for feedet oonductors to the panebo�d mains ared neut�shar be su�able for the rype exterior i�ts.
� a���• s. upon aomp+etion a u�e i�tal�tio�. tne corrtracxor sna� set�the time concrols per me owners �
_ F. Cir�uit breakers shaM be aN molded case quidc-make,4uidcfir�eak.them�al m�pnetic,triP in�ica�ion Repnese�Mative's �chedule. _
and hav�e oormqn trip on aN n�iple b�eaiceB. The cinwit bneakers ShaN be iabe(ed ar i�np�inted ort Z
� the c�se wih frame size, trip size, voltage r�ing. UL a�proved and sha�be fadory sealed at the 1620b.21 • ,
f�Y• A. Provicle nec�essary-CO�du�outtaets and power w�ring for drive-thru order system as indicated in the � �
G. Pansboaids shal be Square D or Ge�eral Eled�ic. prawirqg, pnpvide pu/-strirq in ail emp�ty oondud. �
;
I Q '
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1610Q.8 MATERLA_LS.EQUIPNIENT.AND WORKMANSHIP:
s �
15400.34 TEST: � A. M�erials and equipment used througtw�d st�all be new and the best of theur respectnre ku�ds_ AN DlVISION 16 - ELECTRICAL ��°'� � / `
� A. The plumbinQ system and assocaated system shaa be subjed to final approval of the Owners work shar be exeaited with safetY and 9ood wb�n�ar�hiP bY oompetent wurkmen. ���'A� �'� � i~ �` ,��� � �.�. W
Representative, and Code AuthoMies having junsd�ction. Tests required to show code - � c�py�E��S�wvk,F��p1�1EM� �
compiance,shaN be peAom�ed as direded 161 QO_9 . 1�.� Ft Ec`7A�-.z SECTION 16300-�
A. No vrork of any ki�d shaM be oovered up before it has been exarroned and�v�d by the proper A. Fumish and i�taM 120/208 v�olt. 3 Phase. 4 wire wye ovefiead or underground inoomirg (n
� ]5400_35 C�F�n�;AND PFiOTECTION_ +�� �Y- _ �eoorbary electrical service. se�vice altachn►ern. service head, oondu�, wke paneboards. C/T 16300.11 . �
A. /11�er the pk�rribi�g piping has been installed� inspecxed. and approved,the P�pi�9 SYstem shaN be . �. local utMy oompan�► rttetetirg, interoonneding wirirq, and groundirg as shown on the B�-------------- � --- ----- -------------�DATE�__ �
fkished b remove any breign matter from the pipes. Where rec�ed with chbrine or HTH sokitan 16i 00.10 pRO�cnar_ _ �►. Tne ec�xnenc 9round�no sy� ahaM be such that a1 metall�c stnxx�xes. er�Clo�ures,- � ays.
a�� The Ebcbical Contr'a�cbr iS respo�iWe and shall tu�mish a1 labo�and tr�erial b asst�ne
junction boxea. oudet boxes. ' 1 and provide a iow impecianoe path br po�sble
M sanihze the new p�ing ' A. st�be closed wilh cdps Dlugs du�D oor�u�pn•� �II times. AN oorxluits and PiPe operungs " ���srvices. . g'�f��sa� ���a �� d the
1540d.36 B. The servioe neutral shaN be sol'idy conneded to the rioomirq buidng water serv�ce ahead
� A l�perts of the plumbing fixtures and assxiated equipment shatl be mairrtart�ed by the Cwttrador ]�1QQ.11 b1 ~ 1�� �
Iu 1 [`x«S AND OPENINCS I�1 Fl�AND WAL!�: rrl8in p�i01!veMe.
1 ttxa�gha�t the�uaraMee penod oi one mor�th a�ter flnal aoceptance of the bu9ldi►�g A. The Contracxor shalt fay� arx!oo�stcua aN sleeves,fom�s and chases and requi�ed openings �n A. Fumieh atd ir�star safery awiic,hes as ind�ed o� the DraMirgs. S1�ritches shaR be d size and C E����wire shar be TNVY ir�sulated and shar be qreen in�lor.
i floors.and waMs tor his work. After cond�uit has been mstaNed.operw�gs sha0 be sealed to restoae iused aa�ted on �rawinps. D. G�ound tor oomp��teraed rash repisler system!a be separate from system g�our�d with separate
� DIVISION 15 - �IECHANICAL 1he fine and amoice r�ing Ot M►ars and lbors. B. 9wid�ea�r�a�e S�C"rt�■Ice.and Q�ick"break°peratirg harde ard med�m�rf�ic�s�be o0�neclbn b water system.
an inlspral psrt d the box,not ths oarer. Padodcinp Pnovisions sha�be P���P��D'n
i • t s�oo-t 2_ �; the OFF po�tion a+h• 9wild�ss atraN have a dual oo+ref interbck to pneverK unau�ortted cper�g ��oo.t 2 -
' $ECT1Q�!1570Q-�ATTIC V�ITILATINC AND AIR CONDITIONING - A. Conduits. etc.. Passirq twaqh walls or roof shall be pr�operly tlashed and couMerflashed, and a me sw�cn aoor h u�e oN po�on or ao�a m.sw�n mecnan�m�me door open. A. F�qid steel oadi st�be used kr al oor�duit Mro(2)inct�es and langer
cauiced to pa+ide a weathertight i��taNation. C. S1�riches st�be as rt�arx�labx�ed by Square D.General Eiectric.lA►e.stinghouse.or fT'E d heavy-
� CFNFRAI �1�B�1d fT1�bf('�6d. B. CWI�I�ftM1s f11bOf 51�6.IN1d6f 1100f SI�S.Of 1�1 pOUf'6d C�Of1Ct�81N�S SF1�b@ flgld SZ861.
157Q0_1 -- - - C. Conc�it r�appve sw�ch height in wa�or above ceiling to be EMT�w flex�ble ca�duR as pertMted ,�„9�
; ].�1.QIl.].3 KEYS: by bcal aod9s.
� 15700.11 RELA D DQCUMENTS: A. P�ovide th�ee (3) sets d keys for each key operated device fumished under ths div�sion ot woAc. 16200"7 F1��S: p �,pnd��turt e�psed b the we�shaN be rigid steel.
A Drawings,specit�catans Drv�san 1, General Mechan�cal RequKemer�ts th�s Div�san,and Contrads Equipment d sarne kird sha�be keyed alice. Deliver keys with tags to Und Supervisor. A. The Contractor shap Provide fuses as caNed for on the Orawrqs. Where the fuse size is not
� indica�ed the Contractor strd�aize the luse br the ac�al bad install�ed. • ,
157Q0.12 WORK INCLUDED: 16100.14 B. All iuses shaN be nD�-renewab�e, cumen[ littiting rejedion eleme�t bmela9 tYPe• The fuses shaN �Z q q ��� �� �� � �� ior the connedan of all outtet boxes wndan boxes, panel
A. A heatin , ventilati and a�r conditan dca e wiN be rovided b the Owner throu h a A. E M,discormect swAc��es, motor starters, shbutton stat�ons. nels, swRc ear, ial have an intemipdrq capaaty d 200 000 amps R.M.S.symir�etrical A -
9 �J Pa 9 P Y, 9 �� P� Pa h9 � � bo�ds.cabinets.etc..as in�icated on drawugs-
designated Nata�al HVAC Padcage Vendor dev�ce plates.and sim'lar materials shali b�clearty and pem�anently martced. C The oo�traclor sl�pmvide on(1) spare fuse for every iuse s¢e ir�siaDed B yy����ttxo�x,�h e�enor oancrete walis or tootugs bebw grade.the enVanoe shaN be
B. The heatmg. ventilating and air oondrtan�ng corrtractor shall only fum�sh all necessary tabor and B Provide typewridten d�ec�ones �n panels wrth clear plastic protectbn sh�elds and mounted �n card D. The tuses shaM be buss,or Gould-Shawm�t• �w��,�
equipment to completely install the Natanal HVAC Padcage as noted on the drawings Falders. C Atl oonduRs where they enter paneboardS,puN boxes,or ouilet boxes shalt be secured�place by
� 1�� gaNanzed lodcnuts and insula��ng bushu�gs
15700.13 GODES AND�ANDARDS: t fi100.15 IE���a', A. Sha1 be as ind�cated on Drawrx�s and sha�l be complele with all requ�ed supports, ttiangers, etc
A All mstallatwr�s shatl be done m accordance w�th the latest standards as recogn¢ed by ASHRAE, A. Test complete elednc system torgrounds and short c�rcu�ts before tina!acceptance �n accordance Provide attached junct�on boxes for �ncandescem un�ts CoMractor shatl receive, unpacic, 16300.14 '��
SMACNAaRd any applicable state and bcal codes or ordmances wdh code and ut�lity company reqwrements assembie and �all fixtures indcated lo be fumished by others Fixtures �n one hr rdted ce+lings A Rigid and EMT field bends shall be made wdh standard toals and equ�pmeM ConduRs shalt nof be
shaN have one hr rated encbsure
bent thrcug�i more than 90 degrees
157d0.14 PERlu1fTS AND FEES. l�j_Q41� yO�1BIN�i g ptast�C cpndut shaq noi be beni in the t�ekl
A The instail�r►g contractor shall be respons�ble for a!I necessary pertnds reqwred to do ttie woric and A The contractor shalf be respons�ble to make imal connectans and prov�de wmng for the tollowmg 1 F�200.9 L�.��. • C S¢e of oonduA shaM not De less tha�that required by the �latanal Etectncal Code The Contractor
a�y fees requ�red for such perm�ts dems _ A Atl lamps shall be of the s¢e ard type �nci�cated on the Drawmgs ShaN��ta11 larger s¢e conduds than detaaed where there �s an excessrve Ieng�th of unbroken run or
1 Food serv�ce eguQmerri (inck�d�ng canaensmg unrts) B !ncandescent lamps sha�! be medwa� base, �ns�de frosted, extended serv�ce type, rated at t30
1�7Q0.15 AAi A►�(:INC AND TESTING. 2 HVAC unRs and fan.s vofts D Runs m slabs shaM be mstalled wnh as few bends as poss�ble, and �r such a manner as to avod
k Wdhin two calendar weeks of the resiau�ant opernng a rep�eseniat�ve of the National HVAC 3 All iow voltage winng C Fluorescent lamps tor general use shall be energy saving type cool wh,te mo�sture entrapmem
Package Vendor shall v�sd the srte and perform the fclbw;ng 4 Lot IgMs as shown on srte plan J Alf h�gh�ntens�ty d�scharge lamps shall be pn�v�ded wdh a mogul screw shelf base E All condud purts sha� be made up tgM Where metall�c conduds are �ut the �ns�de edge shau be
1 Insped, adiust and baiance the complete �nstallatron of atl HVRC equipment, exhausc fan 5 Sound system E The ContraCor shall furn�sh and �nstall all ►amps m all tiztures of s�ze shown on the drawmgs An reamed smooth to prevent �np�ry to cond�cters �unng co�structan alt �nstallea co►x:u�ts ahau be �
temQoranly capQed or corked t '
systems arxS other app!►cable mecharnca�eqwpmern tor prcper msta��at�an and operatbn 6 Ident�iicatwn sg�s " lar�ps shal!be General Electrw, Sytva��a,or Weslmgho��se i �
2 The Natronal HVAC Vendor shall than s�bmrt a complete lnspectan and Balance Report±0 7 Menu-order boards (�nterar and exterar) F set screw oonnectbns shalt not be used-on any condua �
• the Arch�tect and Area Constn�c1an Manager ��� �q�AST. G Plast�c condurt pints shall be so�vent welded �r accordance w�th the ►ec�mmendat�on ot t►tie 1 �
3 The Natbnal HVAC Vendor shall also prepare an msped�on report that w�ll be the bas�s of DIVtS10N 16 - ELECTRICAL A All batlasts shal! have vol;age rating .n accordance wrth these sp�i�catans Each baflast shau be manufacturer � `
the Ccnstnsct�on Inspect�on Fieport for the heat�ng, vanti�af�ng and a�r candit�oning des�g�e d to o�era te t he ;ype o t htg h �n ters�ty d�s c h a r g e o r t l u o r e s c e n t l a m p(s 1 i n s t a f l e d :n �t s a � r
��stallaibn �FCT�GN ?fi2Q� - PRODUGTS ' tixture i�QQ�J.� INSTp� LATION OF CONDUGTQ�.
E3 �l�ore��?r' �a'�asts s~a'I b� h� � � we- �3ctar, ra �a start d ���' t e w,th builS +n ;he�Ta A Gonauctors shalt be continuous beM+een outlets or �un�tbn oaz and �c sNl�r,es st�all � ma�:
1�%�� 16 IN�TAi,JATION AuJUSTtv�ENT. 1 o2Q0_1 GOND •I i. pratectrcn � �� p ry y�
except in o�tfe; boxes, pullboxes panelboard gurte�s cr hand-holes �r�rFdE a" �+�ta�s a; ��;
� ir r I ! 1 r r� � A R �d cenau�t shall be z��c-c�ated c�t���or w1n =�.,� �r 2,.uT�a� �n4�r�� a^� s,�al, o_ wed wher, C ��hx�h:rrle�snY d�scha g� 5 altas's _ha,� have a 9 me n�murr,power fac!or cennectwns O� C� �
A The rieaUns� Vert�lat ng and A Cand�brnr�g Cont aclor sha t be rESFcnsre� o cer rct ng a�l items �g ° ^ ' ' ' ' ° ` ` `
• p r�su� os �mpropar or incompletc +nsta�iat,u.� as o�t��r��;� or• the Taca �ie�1 �nsta�fed in cr unqe� :,fl�t:rete sfab�, ,n r�.�r,taC tYlt�' 'h�; �2rtt� �,;;�,�p• p�!���c ;caowa � �r mas��n•r ;i A�:h�lia�t�Sha��C� Ce��'-�TL F' �' � ce�d�ed tJnderwrrter Labo�a!eres approved a�►c+ shal� h2.° �
determmed to b� �h,. Y--
� r,n �� ���cTP� LATIQN Or E��1IPMENT�NC� FIXTIlPES. '�
Constn:�tb� Ir+spect�on keport walls or exposed on bu�ld�ng exter�or 'A' sou�d rat�r,g -�-� � O r
s „` , � A Insta!!a�l equipment and f�xtures torrrwng part ot the w�osi�o� th�s sec�ibn ��ra c� aa
r k�aiiasts So���ztu;e_ ,,�etal�eo �� c�tr„�cra snau be surcab�e to operat�c� at -2„ deg�ees F �he marc.itacturers'recommendatbns ana all pertment codes anci rec,�,tiatr�� y �
JA
THAWAY
�1��i'� � -_
`/ �,� - ,
' c�M�ED AR��\
� �
_ � � 3-2°I-�14 1h��Er�: oW��r�L/ LE�o�2 / �E2►� �TT1�4c�
1
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� � ELECTRICAL EQUIPMENT CONNECTI � N SCHEDULE SHEET NOTES �
Na DESCRiPTi�l VOLT QUAN. KW HP AMP KvA CONN MTG wiRE COND CKT Na CB REMARKS !'1��a �s 3�, 32, 33„ MID 34 fROwl SIMTCHES ADJACD�IT TO SIMTCHBM�C
��:J
1 K�E MACHME 208 1 5�1 -- -- �1 JQ 78' '4-f 12 3/4� A-7-9-11 20/3 001�. ON ROOF �NOT USED
2
2 FRYQt OUILET 120 1 1.8 -- 13.3 t.� 8-- 1Y 3--�12 1/2' A-13 20/1 NQtA 5-20R �(4 J-BOX 0 88' A.F.F. FOR SPEAI�R WIRlNG. SEE LIGHII�IG
3 �EE?l �PIJIN (E2) FOR CON1NUAl10N.
4 WZAK S�IE1i 120 1 -- -- --- -- � 78' 3-�f2 1/2' M1S 20/1 nNOT USED •
S �,=J
a ONOT USED
` � o�c s� ��o > >.e -- -- �.e Q- �o �--i�2 �/r �-» zoh NE1�IA 3-20R(2)
8 , ON�T U�D
9 COI�PUTER 120 3 0.18 -- -- 0.18 � 48' 3-�12 1/2' A-19 ZO/'i SEE DETAII BO6S / TA00
10 TACO CA�NET 120 2 1.4 -- -- 1.4 � 84' '�-�12 1/2" M23-2S 20/1 =_ � 4'X4'X4' J-BOX W/S.S. COVER PLJ11E � 2 1/Y C.0. UP
OABOVE COIJNG FOR COA�PU7ER CI1BlES. (PROV�E PULL S7RING)
11 HOT WA7ER htACHlI� 120 1 4.06 -- -- �,06 � 48' 3-� 1/2' A-18 ��� CFl
NOT USED
�z wwo a� ��o � -- -- zo -- � � s-�o �/2' �-3o aoh 1 8
13 DWAUST FAN �1 Z08 1 -- 3/4 -- -- JQ ROOF 3-�12 1/2' A-2-4-6 ?A/3 ONOT USED L
14 DWAUST FAN �2 120 1 -- t/B -- -- JQ ROOF 3-/12 1/2' A-14 20/1
, 13 DWAUST FAN �3 120 1 -- 1/� -- --. J� ROOF 3-#1Z 1/2' A-14 20/1 t0 NOT USED
6 UT1117Y 120 1 0.1a -- -- 0.18 � 24' 3-/12 1/2" A-24 20/i 11 NOT USED
7 U11L1TY 120 1 0.16 -- -- 0.18 � 48' 3-/12 1/7' A-24 2Q/1 �l 9 19
1e U11U1Y 120 1 0.18 -- -- Qt8 � 4Y 3-f12 1/Y A-24 20/1 12 HU�Ell *5262-I.G. WPLEX OUILET •+24'� U.N.O.
19 UTIIIiY 120 1 0.1d -- -- 0.18 ROOF 3-/12 1/2' A-24 20 �,F'1 � r-7 13 14 Q PAN�L 'A'
T_J
� r 13 HUBBELL IG8300H-S OR PASS �C SEYIri1�l0UR IG6382-OSP A� ���o� I 16
O OOf�FE� �R 120 1 1.& -- -- 1.8 � 48' 4-�12 1/2' A-21 20/1 14 �I'�1E JAq( FOR DEDICAlED PHOPE L� FOR COIrIPUTFR SYSiE]�1. O O I 0 SU�sE PROtEGTION
I
�� 15 NOT USED » O 4 � 11 �
�n 0 Q � �
� �
4 WATER HEJITER 120 1 0.2 -- -- 0.2 � 36` 3-�12 1/2' A-27 -- -- 18 1' CONDUIT FOR SECURITY SYSTE)�I TO 1ERI�iINATE __ I � �
a�a Pos w�.c. ��o a -- -- -- -- � �-�� �/z' �-zs �o�i � � �8 �eov� c�r� (�ovwE � sn�NC) �� i i L------� wr�
r------
�� 17 ElEG CONTR. T�0 MISTALL (�NNIROL CABLE FROM fft�t/ L-----------^J 13 AT� �1
-- COOLEit FAN OOIL 'TO ROOF b10UNTED COt�DOrSER. .
zoh Pa� 'c` eul�.�
DOT ALARwi 1Z0 1 .1 -- -- .1 J 1Q6' 3-�12 1/Z' A-31 20�� �ISOLfiTED GROUND FOR P.O.S SV5'IEhI 1n BE CONIINUOUS FROirI M70 EC�IIPI"�N7 2 �,
❑ UST OU1LE? 1b PANEL DEDICAIID ClRq11T W/ SEPARAIE 190LATED �
18 � � �����a��9�RP9�P�9Pna�R�p �
ED ,�c ���G���� �
DUAL PREP LJNE 208 3 -- -- 9�.3 -- CLG �A/b��/� Y A-3d-�0-42 125/3 1 � 29 � � �.���°.i,���.p9�e��.�
GROUND W LESS THMI 0.5 OHM i�FDFaICE lERIMNA7E AT NEU1FtAL � �-`,����em"••S�'€`�,�
�� 7�0 GROUND BUSS BAR INSIDE 'IHE �IAIN SOURCE PANEL � ❑ ---
� a���� �NO��
11 �- � � � Il��Q �� �
31 NEON UGHTS 120 2 0.4 �- -- 0.4 (� -- -- M33 20/1 SEE NOTE /1 19 INSTIILL. COMPL,EiE DElEX EA. 2504 AC DOT 11LAR�1 W/ ElEG SFRMCE � d � � Y �
(SUPPLIED BY T.B.) J-90X • 10S' A.F.F. FOR TRANSFORI�R. CONDUIT � 18 °Y�� •
� I�WBOARD 120 2 1.0 -- -- 1.0 JQ FlEIfl 3-�2 �/� A-16 20/1 SEE NOTE /1 TO ALARW • 40' A.F.f.. COPDIAT FROY ALAR�I ?�0 CONTACT S1MTqi W AT 18 �;�����s��� @�=�c�`���.�'=i
r�r muNC ��o a a�a -- -- a�8 a.� 3-�z �/7' �� �/� s� No� � �5 � � O`A� ,��„ ��,
DOOR. ALARY 1n BE S�1PPl1m BY TA00 8E11. WSTALLJ1T10N� CONWIT� � °<<��, 1 N z E, �
WIRING AWD dJNC'TION BOXES TO � SUPPLIED BY FIECTRICAL CONIRACTqR.
� R�EP'T CE]LN�IG 1 2 0 2 Q1d -- -- Q18 � CLG 3-/1Z 1/�' M37 20/1 SEE NOTE �1 � ' I I 1 4 � �
M A K E-U P I U R 1 2 0 1 - t/2 -- - � R O O F 3-/12 1/2' A-28 ONOT USED 24 �
I
� 10
I
O�FEE MIAR�F.R 120 1 1.5 -- -- 1.5 48' 3- 2 1/2' A-39 �
wALK-�1 FANS It IJGHTS 120 1 1.0 -- -- 1.0 Q q.� 3.,. 2 1/2' A-10 I � ° 18
TFIERNAUZER 120 1 Q.18 -- --- Q1a 1� 3-�f2 1/2' A-8 20/1 j ,O Z
WALK-IN COOLER 208 3 4.06 ^- 11.25 4.06 � ROOF 3-�IZ 1/2' Mt-3-5 30/3 - I ' Q �
41 ROOFIOP HVAC UNIT 208 3 -- -- 3d.8 -- � ROOF 3-� 1' A-32-34-36 SO/3 � O -�
� C-------- --- - 21 �-
PANEL A SCHEDULE � NOTES : � � w °
VOLTS 120/ZOSV/3 PH. 4W PANEL A (t0,000 III.C.) FEED ��00 ql 32 16 .� -J Z
t. EtEC1RICAL SERVICE SHALL BE 600 AYP. 120/206V. 3PH . 41M. SEE GE)�IERAt. NOIE �5. � B � W
MAIN 400A I�IA LOCATION KITCHEN ADJACENT TO I�AR DOOR MTG. FI.USH � t2 12 („� Q �
WATTAGE wATTAGE 2 c�rn� sww- c�T�c� u�unr co. � uNO�cROUro ��cE ,� n��wsFOa��
L�CATI�N pH A PH B PH C � E T T K K r T E r pH A PH B PH C LOCATION REQURalENTS M1� SHALL INp11DE ALL MIORK IN 810. O te 18 - � W W
w�uc-n� coa.� ��o � m 2 � ow�usr Fiw Zs zs 1- -J
3 OONIRACTOR SHALL VERIFIf FAULT CURRENT WI1H U'itUTY GQ. AND PROVIDE PROlEC110N OF o Q � �
- 1350 3 4 3S5 PANElS AS REQUIfiED. 34 U
1350 5 3 3 8 356
12 wP - c,F1 �R� W •
ICE IIAAiI�E 1700 7 8 180 T1fRNMJ�R 4 OONIR1ICT�R SHALL YE]�FY THE SERIACE VOLTAGE W/ UILITY C0. AND REVISE AND ,4T RooF � (f'�
--- 1700 9 10 1000 WALK-IN FIINS TS B�� P�� � ���. 19 � 41
� --- 1700 it 3 12 SPIIRE 12 W
� FRYER ta00 13 14 700 pWAUST FAN �t 5 ���S 8t RE1J11ED Wlt�lNG SHALL BE SUPPUED At�D INSTALLED BY ELECiRICAL CONIRACTDR.
IAUZAK S`Y5TE1� 500 15 1a 1000 IffNUBOARD OVERLpAD UMTS SFIALL 8E INSTALLED AS PQt qVEN NAI�EPVIIE DATA ON EQUPI�ENT. 18
STAFt'tFRS SHALL 8E INSTALLED J1S PER 11ECHANIC�4l. COPl1RACTnR.
pRMp( SY51E1�1 /800 17 18 4050 W. F�A1FR I�ACH. 25
, COIrIPU?ER 540 19 ZO 1550 LK;HING CE�AL 8 RfFER TO Y-1 SHEET FOR ELECIRICAL REQl�ITS FOR H.V.A.G 34 0 ❑ � ,.
' COFFEE Bi�R 1800 21 22 500 LK;HING HOOD . IEIiBdfs
TACO CA�T 1400 Z3 24 SPARE 7. DIS�NI�CT SIMTCHES SHALL � SIJPPIIED AND WSTALLm BY EIFCIRICAL COl11RACTOR.
TACO CA�ET 1400 25 26 300 LK,�IiNa E� �
MMiER H1R C01�lTROL 180 27 28 1130 NAKE-UP AIR
P.0.S. SY57E1�1 1400 29 30 2350 HAWD DRYQt
DOOR ALJIRY 180 31 3�2 4415 ROOF TOP UNIT 2 1/Y dA OONDUI7 OONDI/T 10
CE�1NG FOR
� COtJ�16 NEON 960 33 34 4415 --- DATA CABLE
31 31 33
RECEPT-CLG 540 35 38 4415 --- . Tb WASTFR
RECEPT-CLG 360 37 38 12420 PANEL "C" REqS1FR
OOFFEE WAR�IER t�00 39 40 14400 --- m � I I
gp/� 41 42 8940 --- �
TOTALS 7330 7990 8190 i9920 22800 ZOttO
PH M 27250 2350 e 123X = 2940V + BALANCE AT 1�X =
PH 8� 30790 86340W TOTAL POWER • 88930W � 241 IWPS 120 208V-3 PH. -4W � � BOSS/TACO
PH Cr 28300 •- 2 CA�NET
g IT
PA N E L C S C H E D U LE GROUNDING NOTES � °° g � N ���
VOLTS 120/208/3 PH/ 4W PANEL C(1Q0o0 A1C) FEED �z�� g � K��
oE1fE N!llqltT NFaD � DRAWER
MAIN 20oA wGS LOCATIDN MTC� ff��p�� �� "
WATTAGE WATTAGE �°�� � � 6 � �� �`
LOCATION K pH A PH B PH C PH A PH B PH C K L�CATI�N �� 14
20 � �_ �� � � �'� x� �, �" QECI�D B�f: AD P.
1 TABIE 4.500 iZ00 12 �� 7 � �' �`�
2 TBLiOP wA�i1FR 1200 1200 1BL10P\A�86t 13 30 10 O � UNDER
3 460Q 1200 1BLi0P�YOFR 14 �0 10 COUNIER BULDMO i1'PE
� �20o t2oo ts � 60 to � K�o� � , :� �- � i � IN-LINE
Q �� � ��`���`� � � �r�-�, � � N�UJ
5 S1i5G 600 1200 16 �� s
CONGEPTS
6 600 1440 IfAT ullp 17 200 6
7 11wL 1200 800 t 18 400 3 �Y . __ �sf _-- -- � ^ "��� �
------_-- -------Dr,T�-- --------�---- ,ioe nt�e�t
8 600 1440 19 � t .
9 shw TJlit� �500 1080 srs� 20 � 0
10 ie�'IOP�ER 1200 600 ShIW CIIaEf 21 1000 0 �
11 �pp SPARE 1200 3 0 C,ABINET
�TI]TALS 7500 11400 5700 4920 3000 3240 1600 4 0 tO DUPLEX OUILET CONNECT TO PANEl A q(T # 1� ��
PH A= t242o
z000 �on+a� w/ isau� c�our� w/ su� su�sso� 3- Z 9 -9 4
� � �� t�1BBELL K�300H-s OR PASS � SEYMOUR Ic�362-OSP
- g U PH C= S�W 3000 400wIC1�1 O PHONE JACK FnR DEDICAIED PHONE LINE - SIfET MJYBER
�g�. ,� � , .,�� E 1 „
` °��° TOTAL �IATTS FOR KITCFIEN EQUIPb1ENT = 3S780W a 99.3 MIPS O S0p0 700MC1�1 :_._
�°�"`3�'�" B CJ S S�T A C 0 C A B I N E T E L E C T R I C A L P LA N sca�� ii4• = i--o� � z
Q��+ PANEL C �S PREINSTALLED IM DUAI LINE � ��
o���
�
f \�
�
LIGHTING CONNECTION SCHEDULE SHEET NOTES
N0. QUANTiTY LOCAl10N OPT10N� MANUFACTURER /ITEM NUMBER FlXTURE TYPE/�ALLAST LAMP MOUN�iNG VOLT WATT REMARKS ��Jp�J�T d� CONDUCTDRS DOWN S/S SHAFT TO PREP UNE. SEE SHEET E-t. O�
t HUBBE].1 RS3C,�IA01-AtE-�O( 2'X4' 1ROFFFR (3-tJWP) �o e2an2o (3) Gff40SP3�/liS/VVM RECE'S�D 120 85
- E 5 b1� 2 GENLYTE/CRESC�NT 25GP340 Al2 TT5 SS 2'X4' 1ROFfER (3-WIP) tieAD e2�0'it�0 (3) GEF40SP35/RS/MA�i � 120 85 T-8AR Wf ACRYUC LENS �2 fIX7URE IS SUPPLIED MATH dc b10UNTED IN D�AUST HOOD W/ PREYNRED J-BOX. �7 (2)1' PH. 1� (1)1/2` PH. OONDIAIS TO INS�E FOR SPEAKERS. FOR POWFJt AND COINW�NCI1710N.
� 3, KEY'STONEJSUNWEST 2J340 EXA 120 ELE LK LW 2'X4' 1ttOFfER (3-LAIIP) t�e�8zwna,o (3) Gff40SP33/ItS/M�I RE� 1Z0 SS 3 � �Y OONOUIT DOwN S/5 S�IAFT TO PREPARATION IJNE. SEE PLAN ON SHEET E-1.
1A HUBBELL RS'Z�IAO'I-A1E-)0( 7X4' 1ROFFEli (2-WP) itMD B2�7t2D (2) Gff40.SP35/ItS/MA�I
RECESSED 120 8Q �
� 4 KIT�CF�N, ?11 GEI�.YiE/GZE9Ca1T 24GP240 At2 SS 2'X4' 1ROFFER (2-LAIP) nt�D 82�o'n2o (2) Gff406P35/�S/MM f�CESSED 120 80 T-BAR W/ ACRYLlC LENS 4 FlXiIJRE �C S1M1CH Sl1PPUm YN1H # YOUNTED IN COOLFR PANEL 9 2'-0" X 4'-0' RE1Jff GRILLE A80VE YMM PREP-LNE
� �(OI�IY IF OPiIONAL I�IM PREP-UI� IS USfD)
3A �rs�E/suNwesr �4oEx�► �zo a� uc�w rx4� �� (z-t�) ,auc�,oa,�o (z� aff��/as/w� �c�o ��o eo
tA HU�L ROOCR01-A1E-XX i'X4' 1ROFFER (2-LAMP) 1RU1D 82�0'1120 (2) Gff40SP35/ItS/VYM RE� 120 !�0 �5 ELECTRICIJ. CONTRAC70R SHALL prS'TALL (2)8' X8 OHI�t SPEAKERS W/ GRL1E AS SHaYMd 7HE CEI�IIER OF UGFIT SIMTCHES SHALL
COUNIER ON PLAN. 511�-OUT LDW VOLTAGE WIRING IN OFFlCE FOR �IU9C SY51El�i IN 3/4' OONDUIT. NOT 8E LESS THAN �T OR AIORE 1HAN
� Z T-8AR W/ ACRYUC LENS ��g � W� �pp� BY TA00 BELL. INSTALIED BY EI.EC7it1CAL CONIRACTOR.
MISTALL IAUSIC MACHINE BY OO�NECIWG SPEAKER TO IDENTICAL COLORED VNRES ON PWG 4FT ABOVE 1F� FLOOR LMIE
(W/ IMRE NUTS) SUPPIJED W/ AIU9C �IAq�INE AND PLUG INTO MUSIC MACHINE.
tA HUBBELL RA2GNA01-A1E-)0( 2'X2' 1ROFFER (2-W�IP) muD 82107�20 (2) Gff40USP3S/ItS/MA�I RE�b 120 60
E4 � ��R T-BAR W/ ACRYUC LENS
1 HUBBELL RS2GNA01-A1E-f0(-2C �2'X4' 1ROFFER (2-LAI�) naD ez�oTi2o (2) Gff40SP35/RS/Wbl �� 1� � T-8AR W/ ACRYUC LENS ',
E1�I2 2 EMUERGEMCY 2 GOdLYTE/CRESCa1T 24GP340 Al2 SS ELS 2'X4' TROFFfR (2-LAAfP) ttwc Ba�anzD (2) Gff40SP35/ItS/WWI RECESSED 120 60 W/ EMERGENCY BAT'�ERY
3 KEYSTONE/'SUNWES'T 2J240 EXA 120 ELE LKLrM-EL Z'X4' 1ROFFQt (2-LJ1�P} 1EaAD e2�o71zo (2) Gff40SP35/hS/NM � 120 80 PAqC
1 HUBBELL LED-SIO-E�I LED DOT SI�I �� �Ep SURFACE 12Q 6
F 2 �� 2 GENLYiE INX20GWP12-NX 1RIlAJH OOT 9GN 1RI11UI�t SURFACE 120 g SINGLE F/U� E?lER6'Y EFFlC�IT
3 SUNWEST 300-CP-13-YPF-120-CR TRACE-U7E LED LED SURFACE 120 6
� Hueea� ��-e�E-�oc rx4� mo� (z-u�) ,r�o e�,an�o (z) «���/�s/w� �c�u ��0 60
c � °�� 2 c�rrE/�T z��o��zss z�x4� �� (z-uwP) ,r�o e�,o�,�o (z) cff��/�s/wa REC� �2o so Fuwcm, w/ AcRn.ic �s -- - F
s sur�wESr �40 ou► �zo aE ua.w rx4� rnoF� (z-u�) ,r�uo e�,o„zo (2) cff�3s/�s/wu r�c� �zo so -
i
� FIUORE�IT MENUBOARD SUPPUm BY TACO BELL (3) 24'TI2/(8)26'112CW WALL 120 400 MSTALL�D 9Y G.C.
� � �
H � MENUBOARD � �
4 �
� I -- ' � �
�-- - r
1. A�ffNU BOARD - BOARD IS SUPPIJED W 3 SEC110NS SPECUILI't UGHING SYS'1Drl: (313�42-4800 4. EXIT SIGNS TO HAVE a' FNGH LETIERS X I I L __ E � •
ELECTRICAL CONTRACTOR 't�Q WIRE AND OONNECT Tn POWER. 24850 CRESTIAEW OOURT �800)727-9499 3/4'1HIp( MIITH 10 FOOTCANDIE FACE ILWYINATION --- � - � � � 2 A-22
2 G.C. TO PROVIDE WALL BRACKEtS FOR 9rSTALLA110N. FA�NGi�N MLLSr IrM. ,8335 ' U4 LiS1ED AI� WBRATION F�SISTANT �
ABOVE IIGHT SqiEDULF APPLIES � CSI. PACKAGE FOR AL1f:RNA7E L E D UCHT 90URCE � �°"aEPP9��Q
,a,� �?AP
3. IIPPROVED UGHIING VENDORS ARE AS FOLL�IV� 5 l ��L�FF� ,����,
SPECIF1CA110NS CONTACT SPEpAL7Y UGHIING SY5TF1dS. 1 8 �� � �����a0��,
�`�c,�,�.� ���,��°��
cs�: (z�a}��a-asa�
»>so a��c e�.w. � usE a�c�r-s�►wrc e�u�s�rs oN �u. � . � v
FLOURSCEFIT UGHTING. E E E �����������•��;r��,�
LOS AN�, CA. 90064-1di7
w� Niy �
� O � L __ _ �° .����� � �j3
� GENERAL NOTES �' S �
� ��_��� y�
, � r, ���
1. ANY FfES ASSOCIAIED W/ OONSTRUC110N � INSPECZION SHALL 8E 8Y CQN7RAC70R IN ' �
ORDER TO DEt1VQt �0 TFIE OMMER A FlNISF�D �JN.DING. READY FOR OCd1PANY M� 100X OPERAl10N. I 20 20 A-
I
2 THE SUBw11SSI0N OF A PROi�06AL W�L BE CONSIRUED AS EIADENCE THAT 1HE COMTRACTOR �
HAS FA�IIIJARIZED H�iSELF W/ 1HE PUNS Ic BULDING Si?E. q�1�IS �IADE SUBSEQUENT �
T�0 1HE PROPa6AL FOR �IATERIALS �C LABOR BECAUSE OF D�FlCUl.1�S ElJ00UNTERm IMLL � 9
NOT BE RECO(�11ZED. IF 1Fff.Y OOULD HAVE BED�1 FORESEEN HAD PROPER EXAYINATION BEE�I �IADE i E E
3� ANY COST �ICURED DUE TO UqC OF COOPERA110N AI�ONG TRADES SHALL 8E �RI� BY THE COIdTRACT012. � A-1
.
4. ANY DENIATION FROIrt PUNS W/OUT PRIOR APPROVAL OF THE ARCHIlECT SH/II.L BE CAUSE I Z
FOR RE,ECTION OF NATERIALS AND/OR MElH00S AND ANY C06T INd1RED TO CORRECT SUCN �
DEMA710N TO THE SA115FAC110N OF THE ACYI, SHALL BE BORNE BY tHE �NTRACTOR. -- -� Q Q
I 2 20 Q W J
S� ?RADE N�VriES ARE pVEN TO CLARIFY TYPE OF PRDUCT � QUAIITY DESIRED. S�'tilUT10NS I�AY BE �IAO� PEJ�lNG I E2 E2 U � �
APPROVAL OF ?HE TACO �11 ARCMIEC7URE � ENGMIEFRI�IG DEPA1Rb1ENT BffORE CONIRACTS ARE AWARDED. -
� U
6. �ISULATE ALL (�NDUIT PASS�IG THROUGH wALK-IN COOLFR. FlLL ARO�ND CONDUIT
W/bUCT-SEAL MMERE IT PASSES THROUGH COOLER WIW. OR C�UNG W
f� . U J Z •
7. ALL IXTERiqt OONDUIT FOR V�IG SHOUID 8E I�i�D BY it0U11NG N CELING SPACE. Zp �p W L.L
NO EXiERIdt CONDUIT W�.L BE ACCEPIED. � I J W J
8. REFER 7n MECHANICAL DWGS. Fqt 11� LOCAl10N OF 1HE�IOS'TATS. E�OiAUST FANS, M.U.A. ( W � W
tJNITS AND OTFER SPEdAL EQUPI�IENT. EIECTRICAL CON'iRACTOR IS �ONS�IE FOR 'I'� � j E1 Et U
MSTALUTION OF ALL CONDUI75, J-90XES� WIRMG AND DISCONt�CT SIMTCf�S AND 1FERw106TAT
.�-801�5. SEE IMRING DIAfiRAldiS ON i�IECHANICAI SH15.
�. ELECTRICAL CONIRACTOR IS T�0 FURI�SH 1c WSTALL OONDUIT FOR L� �t tAW VOLTAGE MIIR�IG.
�ISTALL � CONNECT LNE VOLTAGE M�ING. LOW VtiLTAGE WRMG CONI�Ci10NS ON 26
H.V.A.C. SYSTEM BY MECHANCAL CONIFUC7�OR. � A 26
10. THE EQUIPIENT ROUGH-IN5 MD PONER REQUIR�IENTS AS SHOMAd ARE AOCURAlE T�0 1HE BEST OF
OUR KNOWLEDCE. HONEWER� W 901�E NrSTANCES 11� OWNER OR SUPPUER I�IAY SIJBSTRU7E OR 1HE ��
' � EQUIPI�IENT �tAY VARY fROi�l WHAT iS �l. �iE�FORE. 7HE CONIRACT�OR SHALL FEID VERIFY 2
VERIFIf 11LL CRIIICAL dt�N90NS. EQUPI+�NT ViOI.TAGE AND ElEC1RIC11l At�AdTY WITH TF� OWNER F 4-7 f�EM9oNS
PRIOR TO CONSTRUC710N. FA�URE OF 1NE CONIRACTOR ?n VERIFY THE� Di11EN90NS SHI4Ll. PLACE
� 1HE RESPONS(BA�JTY FOR ANY SUBSEQUENT REtACATION DRECTtY UPON THE CONTRACTnR.
11. ALL W�RK SHALL BE DONE MI A�ANCE 1MTH iHE U1fST EDI?ION OF 1HE
N.EC. M� STATE AND LACAL OODES AS 1HEY APPLY.
i
12 ALL FtDOBI.E IlETl1LUC OOt�UIT N� ALLOWED BY LOCAL t�DE IS BE
PROVIDED WITH SfPARA'tE GROUND WIRE.
EXISTING P�4D ��,
�` A , 4N CU
TOTAL CONNECIED LOAD CALCULATiONS v v �m��Y, �ph, � t2gr3 r�
ELEGTRIG BERYtCE t v
EQUIPI�NT L1GH1M1G W/ I�ISC POWER COND W/ TAL WA REMOVE DCIBTITdCs � �
Df9GNAl10N LCL WATTS WATTS Lq. WATTS
PANEL A 2�3go 34,985 37.923 GONTR�GTOR P�ALL REPL�4GE EXISTINrs FOR 1�1'10CELED P1�OVIDE LEVItON BERIEB
PlWEL C 35�760 �760 l��Rl.WB b� �"�' DISG0�0�1ECT W�{IGN I�EDB TNE �,qNT BP�:E - �SZi�rD-M3 BURGE PI�TEGtIaN � �' . ��
� �=��,
EXtBtMG ��D��E� �R WItH AN p�p�,�TIaN PER ��� DEVIC� ,4DJACENT TO PAt�L
� .� �..
; # �'° � :� °f.•' � fi.�
'` � � �, �� *' '�' °i° DRA1�i 81I:
AC �1 • 13.248 13�248 1 �4«'tb� AL N,E�C. /��� � �
� �/V i�h
t� 817E I°LAN � � � � �� ,�� �
afccm e,r: ,4Dr.
EXIBt EXIST EXIST EXISt pc18T D���W � ��� �� � ,�, ��.� k ���
r�,VtSG' r�018G, r�D18G' r�D18G' r�DiB; r ---� 3� ' M-1•�
� � --- I I ... 1 1 --- � � --- � � --- i . � LPN-R COOI�'71N�47� t�W cJT 1�J
4� ME'1'ER aND DIBCOMIEGT .._ - ---•-----
-------..---OA�'�„��.-lp--�---��-- �`�OhICE}°T8
T�OTAL WATTS 86.931 KRP-G � --- I 1 __,. 1 I --- � � --- � � --- � � --- � LOC'.�TION M EXISTII�IG
� �� � � � � � � � � � � � � � � �ct�ca. �oo�r wirtu aY--- --- =---
86.93� WATIS= 241 AI�IPS O 120/208V 3P 4W 1 ---� ---� ---� ---� --J --J
LOC..4L l�IJILDMG DEPT ,ioe M1�R
� �t"f'� � � ` � �M'� ,
� THE EGUIPI�NT RATED FULL LOAD AI�IPS AS STATED IIBOVE
r IS FOR 1HE MpRST 9CENARIO OF THE EQUIPIrIENT 'Tn BE ------- ------ ------ ----- ------
�- ------ ----- ---� /
� INSTALLED ON 11�SE PROJECTS. � � D�TE �
L��.�.����.������������.�.��-�����-��.���-.����.�-���.���....��..���J / ,_
� • TM�s t�o,� �s c�ux�u� aN �/c u� t�n eE w►hn Existn� wiREwA►r dotE: Z , ,
� Q AT 38.8 FU. 208V 3PFIASE. 'IHIS L011D FACT�R COULD C%ONT'RACTOR 81-�4LL �fELD C:ONTR�4�GTOR B�HAL1. M6IILLL t�W GO�UIT TO tE.MANT `�- �� - � � /
�`�
�,� C H A N G E B A S E D O N E C U I P 1�I E N T U S E D. � � 1 I E R 1 F Y G I�O O W D M C i 1 6 M S P A C E. O N 1�O O F. I N G U 1 D M C s �4 t.L t!� F I 1 T I N G�,
c5. ,q,CCp'�,qNC� tWTH N.E,G, I�OOF PENET'RATIONa,CONDUIT BIJF�P+CjRTB, ETG. SNALL BE s��
- � � A = = INb7AL.LED M ACCORt��4NCE WITN LOC�AL. CODES AND 71�
���: ��aT,��� ��. E 2
�� �
�. � ..�A . _ , .
a��' ELECTRICAL � NE LINE DIAGRAM 0 ELECTRICAL REFLECTED CEILING , PLAN SCALE� ��4 - � -o � Z
o►-�o a
_ �
, �
MECHANICAL SPEC IF I�ATI�N PLUMB iNG SPEC �� ��A� l�N �LE��r� ICA� SPE� �F 9�A� �t��
� �
PART 1 -GENERAL PART 1 -GENERAL PART t -GENERAL V �
114 MEASUREMENTS /�� (O
a All d�mana�ons of wak oi other Vadea wh�ch roqwre venficabon shail be venfied hom shop �� Q
1 1 NOTE drawi�ps of such work hom actuai measuremenri at buiid�rtg,wfirchever is Me � � .
a Conform wrth all app(�cable provis�ons of the General CondHans and Gensral most accurats and pracbcal in ths�udgemer�t of th�Contractw,who shall be respons�ble t t REFERENCES 1 My fees assoGated w�th consVuctron and�nspection shall be by eonVactor�n order "� O
Rsquuements for the axuracy of auch measuroments a Drav�nngs speuhcations Div�s�on 1,Genera�*Aechan�r.al reGuirements this drv�s�on to delrver to ths owner a finished bwld�ng,ready for occupency and 10096 operaUOn � �
��tr� 2 The subm�sswn of a proposa!wdl be consuued as eadence that the contcactar has U
1 2 SCOPE OF WpRK-NATIONAL HVAC EQUIPMENT VENDOR 1 15 COOPEWITION 1NfTH OTHER TRADES familianzsd h�mself v�nth the plans and truddinq s�te Claims made subsequent to the � � ^
a TM aoopo of wo�1c ahall�ndude,but is not neassanFy limdsd to, wpplyfnfl ail sqwpment a Contracxw ehaii so order his work that propress nnll harmo�as wrth that of other trades 1 2 SCOPE OF WORK proposal ta matenala and labor because of difficuiWt ancounterod wdl not be recog- ` M
rsqwred fa ths heaUnp,vsntdatw�,exhaust and au condi4on�ny(HVAC)aystems end so that alt worlc may proceed as axpediLOUSIy aa pos�ble a Fumishup o(atl labor,matenals,tools,Vans,portat�on,serv�ces,etc,necessary to rnzed ii they couid havs been foreseen had proper sxsm�nabon been made � � Q
complets,as�ndicatsd on the plana and as dsscnbed hersin b Corthactor shall caordmate the work coveted by his oonVact v�nth all other trades to make complsts the installation oi the plumb�ng syseem as�IlusVated or,!fie dra,�nngs 3 Any oost mcured dua to ladc of cooperabon amo�g 7ades shall be borne b,+the +� M ,
sure each and every�fsm haa baen ooversd end as follows convacta � � v
b Systsms and eqwpment induded shall bs as fdlowt c Sp far as poss+bl�,the work under thn Co�tract has been ind�cated on the Drannnqs in (�1 M�t and oold water system wrth comphu connecUons from tha water 4 My dw�abon hom plans without pnor apprwal ot tM arcliRsct shall be causs for �
re�ct,a►o(matsnals and or metf►ods and sn cost incursd to correct such deha-
1 l4r cond�Uornng systems,indudiny unitary oondrbornrp squ�pm�nt such posrtwns aa to auit and acoomodate the wo►ic of qther tradsa,but the work es meter to all plumbmg Rxturos and squttxnsnt reqwnng water cannect,ons � � Y `
2 Suppty,rstum and�xhaust vr�ystsms,indudinp roof-mountsd�xhaust fens,moter indlcatsd is IarpNy diaprammabc and th�oorrect finished posrtions of ali squipment and !21 Sa�.Wuts�+rer►t systems and owidensaro hnes outs�de and ins�de the bwldmg Uon to th�ashstacbon of tM ACM,ahall be borns by tM corttractor /7 =
starten,wnUlatb�fan,dMlussrs,pnl�es.ro�istKS,ao�sories,roof curba,stc mats�ials cannot b�indicatsd,TT��ton.tM msWhnp oontractor�s hsrsby made d�recdy (3) Plumbmy fixturss,indud�np all ths rsQa�red tnm and supports 5 Trade namss us plvsn to danfy typ�of{xoduct and qualrty des,rsd Sus+tubona may � V 0
3 T�mperatun convd systsm respons�bis ta tM oornct plaanp of hia wak and fM proper locabon and connecbon of l4) Tre�h�ny end backfillinfl bs made.P�i^9 sPP��of the A/E.bsfon contracts an awarded � � � CV
4 IuUsCellansous frtstrumertts,taps and martony,tssUnp,balanang and his work in rslation to tM work of oth�r trades (5) Rough-�n and final oonnscUon to eqwFment�n the krtchen and ssrncs area 6 Insulats ati oo�du�t pass�n9 throuflh watk-�n cooler Rtl around condu�t vrith duct-seal r"
�j��� (6) Rnal plumbiny connecbons to hsaUnp and a�r cond�doning eqwpment wher�rt pasaes throuqh caoler walt o�ceding � � 0
5 14�r oonditfornnp ducAwork.indud�np flewbl�duct and duct bniny PART 2-PRODUCT'S AND EXECUTION f� Meten and utlihty oonnecdons 7 All sxter►or condurt for win�should be m�rnmizsd by roubng on cedmg space No � � � �
(Insulabon)n ind�catsd on ths dtaw�nfl by an L' t8) Gas pip�ng to heaUng,venrlaUng and a�r condition�ng unrts,water heaters, eztena oonduit Nnli be axepted � C �
6 Toiist�xhaust ductvvork ranges,and fryers 8 Fiefer to mschanrca!draw�nps for tf�e iocation oi thertnostats,exhaust fans,M U/l .�d � V" �
7 Stsam duatwork 2 1 MATEialALS(Not to bs oonstrued as a compl�s hst) t91 �P�Y�p�prnp i�ce�bn�space for c�vsraps Imes urnts and other speaal equipmerrt Elecmcal conVactor�s respons�ble for the instal- � � C �
6 NI wslded 16-pau��pnass sxhaust ducrwork a Matsnals,when rwt othsr wis�d�tin�tely sp�afi�d,ahall conform to tfis appl�cabls ^fl � 'y 'L, �
labon of aM oonduns,.i-boxas,win and disconnect s armostat xes
9 Maks-up au ductwork wrth manua!volurt►�ductwotk ���s 1 3 PERMRS.FEES.AND CODE REGULATIONS Ses wmnp diapram on m�chamcal shssts � a O
10 Ownsn rtuunal and InstallaUon handbook fo�all pu�pmant indudiny manufactuars b APPro^ra!= &ands of materfals mentfo�sd hsroin ars ussd ss a standard and requests iw a Obta�n all psrtn�ts rsquirod to do this wo�ic M*d pay and feea reqwrsd tor such 9 ElecVical conutctor is to furnish and install condud fa bns and low voitage winng,
submtutfons wili b�consid�rsd when submittsd to ths En 1n��n acoordence wrth the Inst�l and oo�nsct hns voltage wnriny Connectrona on H V.AC aystem by mecharncal � � t O
s q w p m e n t a r t s,p a rt s i n f o r m a b o n a n d w a r r�t i s s 9 P��s L.
prw�siona s�t forth in tl►�Supplsmsntary Genenl Cond�tlons b CoMortn to all stats and locai ad�nances ana rubn9s appiicable to hia work and in °O^�a� !� , � V
� 1 3 SCOPE OF WOFiK BY INSTAWNG MECWWICJIL C01JTFiACTOR c 'Approwd Equal'a'Similar and Equal'rM�r to mat�riaia wh�A,fn ths opinion of ths �ffsct at the bme ths wuk ia riormed t 0 The equipmsnt rough-�na es shown are aocurats to tM bsst o(our knowledge Fbrvever, ♦/�
; a The soop�of vwrk ahall induds.bft b rat n�osssarily Mrtubsd to,aq labor,material,tools, Er►Qln�sr,an sirtular and pual 1n a{i nsp�ts b matsrial a rtwthod indk;at�d on the � in aom�u�stancss the owr►�r or wppl�may wbatnut�,a the squipment may vary v; •� � O
�nctlon,hdstlnp and fnddeMals requind to fnstaN tM hoods,hsatlrp,v�tfiation,au Drawinps or as sp�dMd Enpin�b not rpuind to pro�tlw a wbstitute matenal K not 1 4 DAAVVINGS fr wAw a shown Th�nfon,V►e contractW�hall vKHy dl aiLcal d�menswns wrth the �
� oo�difloninp,orow exhaust,makwp afr and biNt�xhaust sysbms oompkts and rsady pwl bo spsc�Md matsrlal.h fs mandatory that Contracta subrrut in writinp to tM a Ths draw�nqs as prsparsd us duprammabc Dut thall b�Idlow�d as dosely as prwr to constructlon shall plac�the nspons�Wity for any aubsequent relocabon � � � � �
for Nrvb�as ind�ated on th�pam and d�sorib�d hrrein EnpinNr Any and all wid�nos aupporUnq hb oonlrntbn that wbsUtubd mabKi�l b squal actuai construcbon of ths projsct and ths w«tc ot C»vad�s vmil psrm�. d��ctly upon th�oontractor �
11 work sAall b�done in accordancs wHh th�Iatsst Wibo�of t!►a N E.0 and stats and
�
b Sysbms k�dud�d shaN b�as idbws to tnabrlal stw�wn on Drawinps or sp�dtf�d.Enpir�t r�ssrws ths ripht to nj�.t erry und
� �r
� ���r�ar •-� v ' c0 _.
t 11p aoo�ssoA�s and IE�ms rquk�d tor a oompbb&�Ilatlo� all mabrfab and w�oricmanshfp.�i1Mr bNa�or atDK ins�qatlon,that�n not t�awn on 1 5 KS-BWLT DRAWINGS t2 Conduit
' � 2 Obhin�d pay tor aq rwo�seary pwrNb and No�s. drawirps or tp�dMd,a wbstlhitlon of which h�s not be�n�pprov�d M 6qins�I^ a Provids!o tM Arsa Co�structlo�Mar►apK� oompNte rsoord s�t of biw Ims
/l fipd sbN oondult shaN b�ussd tot aIl conduit two(�irkMs and lerysr
��q• ' pnnta wrhich�haU show svKy c�anps hom�oripmal oontract drawnrps psr B Ca�duit nu►s in floor tiabs.undK Aoor slabs.a In pourod cona�U walls shaJl bs
� 1 4 1MOHK NOT IPICl1J0ED d In all cas�s wh«�manufaatunn of atticMs usrd fumish dinalorts covs�inp poirrts not ths oo�b�sct.
a. TM work not indud�d in Uds�sctio��hail b�pravld�d by tt�nsp�ctlw trad�s oowred in shown on darvinps or fMrin sp�cM�d.wch dfncxions thaU b�fotbwed
npa sa.
olh��sctlons oi 1M spsdflatlo�s. • No mat�fal a�qulprt�t�hap b�ua�d In arry mannK�ar far ar►Y Purpos�.not 1 6 D(AI�MNATION OF THE SfTE AND ORAVIANGS
C Fls:WN rrwtaltic oondult may bs wsd M oono��i�d bcatfons Isss U1an 6'bng
1 O�cErical• My and ap Nn�vdtaW�G��D��.low vokape �0°m��bY��� a NI Contrac�ors thall sxamin�1M sib and rwMw th�drawnn�s and speaficat�ons
O� N
oonduit and Nrn voltap�wMnG)to►tlrt»olodcs�swibfws,droWt bnak�rs�fwss, D�to wbmittlrq a proposal wh�� by s or puMZ� typ�
D Rb�oonduft dutl b�typ�I and may b�wed on oo�a��b�ncat�d underpround
4 iu�d dfsoo�u�cb.PuN�buteon sfatlo�s,and trtwkr ard or 1k�dKeetlo��qufprtHnt, 22 E�UIPMENT inst�atiora In Nw ot ripid steN oaduit as psrrt�itbd by ood�and other qovsminy
•xo.pe as hunhn.d as ar►inbp�al p�rt a 1n.HvNC.puipnf�nt) a ��O�d Ws/.Nc�rfc r+oor mp ak oonationinp uNb thaa b.a a,.rnanutac�ri,rK��izs, � E conduit run anow�witd,nsipht in wan a.bov.oNUnO�o b.EMr or newa.oonaun
a �w: �R+�++P�+�w naW►b�-�►v�� �°KY�O0^��+b^�•d on n,.drawinps,.na.n�b.oompl�e.wnr+tac�ory PART 2-PRODUCTS
and p�rrducMp�atlo�s).draira and tuN s�rvfo�b afr oo�di- rod axbs and fadory downorn pl�urn�wfth mo�o�iz�d out�air O�mtd�dr dampK ro as P�mit�d bY tocal ood�s.
�o�r�0�q�prn�t�n4uN�d k�dudir�p a�Md oorrMdfona � b�srt 1w rt�inktwxn ak quantlty a�wwn on 1M drawkp�.�-TRANE/CJIRWER
F ConduR run�xpoMd to tM w�atMt N►�N b�ripid tE�N with vwathK prool oonn�ctfons
a P��a MY��P��o a��.P+Ptiv.�x�, n�'x 2� oES�pnpH G PVic oonduic m.�r b.w.d br•z�rlor ka�qatio�wn.n psrtrntt�d ey ood..r,d
�,..��+pM.�.���r,�d�ii4+� b Rooi aub-rr�ounMd�xtiaust tara W�ap b�of tM aizs and cap�dty indicat�d a►ths ,, so�,M►.�..r,d rwn �w.maq a�,a�ortwa.
4 o.00ranw wbAc wy�or d.00ranv.w«k d ary nalur.. �"�'k'0'� owiad case kon soui��+�ron/sn w«�wslat��qS�Y�pip�d�all�bem - H F�aabN non�r,.bNio d,.au,.a c�bl.w.d oNy+or k,t�roonn.ctbn of unrts with root
5. (3�r��al• c Air disuibutiom �xtn tbnQth vitrMisd daY P�W and MtMqs. AB S.a P V C �cMduN�0 pip�and ritUnpr mo�r�Md oond�nsors.
a ����� and dfndion d throw as fndiwbddwfas��th�siz�.Nr quantity may b�kut�JNd,as aPPro�d bY local aulNority in oo�wal�d locatloru oMy � s�o�xrd in P�aw bY palvaniz�d lodnx�b and kaWatlrq buahirps �.shall b�
b CoeotiM work.k�dudin0 P�+.P�'s and iMrtia biocks • d b Soil.wast�and v�M
Supply diR�a�s diall haw ounrd biada,pMotabd faw,T�r mourrt frarrw�and PiPirp abow Aoor sha�D�sbndard vwipM oo�bd cast Mon pp� J S�t sawv oonn�ctlora shM not b�us�d on any oonduit
�,a�,dwp�orm.and s�..i r.r,�br s.m.� .�,�,,,,�,,�,w m row,d,d,�wrs F,a�y nnw�.nan e.w�a�.�ed.narn.� •"d�a s�"�/�w�w��w.a�s.s.«P v c aa,.ars�o,as.�rowa K M oonduits to carry an Jnwlabd aonduclor(prNn)Ora+nd w�n lor oo�tinudy of
a T?�rmN kwutatlon to th��Orucbx�
d. Aoa�al fna�on b tl»�un. • R�Eum npbMn N�all b��wiM tquan to rourid ade�exs and T-bar mount trarns bY loc�l authorMy in oo�o�abd IocaUo�s
F�y Anfsh�hM b�whib�b�k�d�n�rnN 6daust rpisbns In toiNt v�as shali hav�f c Fbt atd oold waMr pipinp abow th�Aoor sl+�q b�typs 1',b�low flrax�d outs�d�of eQuiprt�nt orour�d,aiz�bas�d o�p�oundinp noln sdwduk on st�t E
as 13 WGs and CabM(800 volts and less)
fStruct�uai Plallom�s.catialkt and pulprrnnt wppob. fx�d 35 dprM brs�cPPo��P�and wAaw rtw�x�t hams F�alory flniah�hap b� buikLnp ahaq b�typ�'K'soft�oopp�r t�birq without jofMs. Il UnN�s otl�wl�indk�bd sM win shap b�typ�TFlti�in wet loc;arior►s,n shall bs
_ �v+�w a TM�� w�,�.b.k.d.n.n,N d Cond�naa�ddJn P+P�^0��tYP�'M'�o�er�a,so/so sw.n w+d«.rb,�o�,�nc
Q Gr«mdt,budo«b�dcinp tor�s ana pri�s.
h 6co.r.u«+�b.d�-IWrp.nd oomp.afon f csi�rw a,ppl�►r.pi�Mrs fn N.►a o.I1�,0.r.as.naY naw a,rv.o a.a.s and w�faos r„ouM t °opp�rit�"p' a vwhw ad�oMe m n.at wodudrw w�ip�r�te�fr.0 c.eyps�vll
� 000►lou�rs,.xa�ior p�Ws.ucMrfor iouv�s and son.ns harrws.Faolory 1k�h1,.nw b.wnn.b,ind•nrnN e�wr�a w,.pip.w b..+ectrk�l P v c.p�v�n,30'fua 90 d.pr«.sw..ps. c No�rir.ur,.11.r th.n I t2 paups.hall b.uad,uoo.pt for.ipnal«conao�systsms
� J IlooMS doots or p�nNs In buNdinp strucwn ar o�iNnp � �PP�Y ak Md�waN npit�s in hard o�iYrp arw thvl haw doubls dsfl�ctio�,adlustabk � �'�^d�PiP��M�M b��cMdul��D bladc sO�N pip�with lonp tadiw saM wMding D NO 10AWG and tmalbr th�Jl b�w6d and No BAWG and larp�t shali b�stranded
Wad�s wNh oppo�sd bi�N darnpK�a app�rowd�qual Facary finiah�ap b�whits �� �ot pas s�rvio�pipkp slrM b�in vrrte�d oorKlut and shaN ms�t with E Win MtaNatlon.
k. S�t and Mr�l aM ourbs._� bak�d�wnN. ' IM local Ws�P�^Y�PPro+�� 1 AA�char�icat rnMns thaN not b�wsd fn pullb�p wirrs#8 or tmallsr
�. ,�N.Wn7....b.i'tir�m ana b� csprish._ . _ _ . h �w: h Ci�s a+P�w����+•N b.sch.duN.o wack se..�wNn 12s pound elaac rnan.abN
a �y�.�. _ R.np.s ae ap diflu..rs.Q�i�bs,and nqi�s..sc wiM�nae blac�c ron so►e,M.d ci�s pipfnp oompou�a a jo+ms.n.n b.in oorr►p+iano.wiu,NFPl1 2 Maowd wf..puaf�o wbrk�n snaN e.u,.a as nauirod to prw.M fns�,latlon
a h th�w�rK k M nquk�d lfad t!r HVl1��quiprtMnt b�start�d � Corwacla thW paint b�hk�d all diflus�rs,rpitM�s,�tc,with flat bladc �� damap�and o�wn�rpdrq of 1M win whiN pulqnp tluouph oonduk.
prior b���Nd Nart�p dar.1M ndforW HVA�C vw�dor BulNtln�54 and looal appNo�bN ood�s ane�bM br natual pas MrNw Moistun traps 3.N s�oondry brar�ch dreuk and fs�dK oo�xs shM b�oolor codsd to oomply
" 23 MATEfiU1LS �hap b�installsd on FNA�C�wabr h�abr.�nd IotdNn pu{Pm�nt wMA art 2146 QI NEC
NtaN b�fi�lly nknbw+rd ior a��dddoral ooqs inaxnd M a. FNxtbt�Ductrvork:at aN run�outs to 14 Par�lbo�rds d�all b�of a d�ad-front sd�ty-typ�.�QuiPP�d witl�thsrmal mapnstic mold�d
prwidrp fNs Mrvla aNiirp diKwsrs,r�tum and�xhaust�ill�s.uh 2.2 INSUIJ1T10N cw�bdt-0n cMcuk bnalc�s Load w�s an not�ccaptaW� Par�Mboard tronts at►atl �
��.rnroro.d ne.rplaa du�t(eyp.tA-�SS-�) ouc�s to►,av.vapor barri�r�ir�es a An noc and oad waar copp«qpinp�bax b.�sul.tsd w�a,u baat t�r tt�ick�oarn rubbK - inaud.doors a�nd h.v.nwl,�cyla,d.r tuma.r-typ.loacs PanNboards a,.n e.«�uar.� Q
1 5 RUL.ES AND RE(iUU1T10N$
a. All woric�nd mtt�ffals�haM b�In fi�ll a000�dano�with all�o�N�p aod�s and ordfnar�oss b Sf�t AMtal VMak.ShNt m�l shall b�pr(m�staN th�ets hotdippsd palvaniz�d of tM °�fO�^'�P�tYPs►�P��+� or Ca�al El�trb
Nothfrp fn th�»plarts a�b b b�oo�trwd as to p�m�it work not ��"�� • t 5 Sa1�ty swiE�s shaq haw a quidc{nak�,and quidc�n�k opwatiny tw�dM and rn�chantsm
ooMortnk►p to tf�ood�a. �Up 10 12'wW�or dfam�-�2d 2 3 FIXTURES whicl►sl►�q be an inEpral part d 1M box.rat fM oa� P�dlookirp provisbns shail b� /��
b VYM��tM shndar�of tM Drawkps and Sp�dffcatlons for matKlala and/or �Up to 30'wid�a diart�tK-#24 a /W flxtu�shaN b�as shoMm on ths draw�np�with pual produ�ts fumisMd by Art»ncan � provW�d br p�oddnp fn 1M off positlon oMy 9wilcMs thatl haw a dwl oovsr iMKlodc li
wo�lar,.n�hip ar.niph.r than tn.nquir.m.nb dad abo�w,m.oraw�np and ,s1�:up to�a-w�d.«d�arnsar-#r.t
StandatC,Kohla�or B�sr b pr�wnt unauCio�tz�d op�ninp ottM swiEch door In tM on positbn or dosinp of 1M swrtch � Z
S�p�dHcaf�ons thaN tak�prrOSdK��otl�wiM.th�ood�s and ordk�anoa thall yovsm Partitlohs torminp plMUm or su�tio�chambsrs�hall b�a#18 paup�wnh 1-1/2'x 1- msdw�ism with tM door op�n 9wNch�s thdl b�as manufacdnsd by squars D.C�snsral ^ O
to m
1/2'x 3/18'palvaniz�d Iron an�lss and riveb fa aeam aonn�ctlons ans stlffs�inp 2 4 ClFJ1P10UTS.FLOOR DHAINS 3 FLOOR SINICS B�cfric.VY�stlrplwus�,or ITE,of MavY-dutY tYP�and rtio�0or nt�d U �
1.6 PEF�iRS�LIC�ISM(i.PATEt�tT RIGFiTS.TESTS M1D f��iPECT10NS c FlaizoMal duct wpporb. a. Aq aoc�ssori�s thall b�at ttwwn on 1M dr�vinps with pual products ium�shsd by 16 Ap tusN�haN b�oon�mrw�bN.curt�nt Iimitlnp nj�clfon N�M tlmNaG tYW Ths oonVactor Q �
Max t sJd� Max oth�r tid� Mfn w Wad�.Josam�or Zum b�kp aoo�phbN shaN prorid�an�(t)sp�v�lus�tor�wry tus�Nz�k�tl�d Th�fus�s�hall bs BUSS,or GOUI.b / ♦ � �
.. r,.�m.onar�oamac+or.na�oaar�.na p.y br�n.o....r�►w�►r+hs, c��� Max support di sw►wwur ►�rr,s�a.►aww on n,s.d.o�meM�.s a.o.d.M owr d�qr,��a a,� l V W �
Yo«,..s.tats arw irap.ctlons. � 2.s EO�NP�AOVr aM,d oo�,1t�o rnata�ampaclty a tus.�000rdirwN \ � I _
b TM k�alNrp rt�cfwibal oo�haclor th�N M�rr�iy 1fr O�e�ap�t Il�bi�tY er�a�^y 12' 12' 26 pa.paH iron�trap 5/8' �y 10 it a. VMat�r MaNr�hW b�u shown at 1M d wNh ual
from arry P�nt�d oM►�r dakns ap�Yat 1M a�o�Mr�olor. 18' 3d' 18 qa.palv fron straD 5/8' rwrY 81t hW ra�ps �q Produds tumishsd by Ruud, 17 Oiwr�ahaU f�unith and instail�xb�ior slpns in yard and on Dui{dfnp El�ctrfca!oontracta ahall
a T�sb.N np�nd.sMN b�md�in tfw pri��d aulhortt�d npra�fativ�s ot 3d' 48' 18 pa.palv hon ttrap 5/8' wery 8 R �•�� A��������'�U L IabN�d Aus o�i�q �����,,,��m�1p�j�n b�x�. � �
��� ooliar,bll roof,flashlnp,�rtipht�op WIia1K hsatrr thap bs provfded wnh ap t�mpKaturo 18 Co�tractor shall fumith and instap tM t�lsphor»�npty oonduk,puliwan.brminal box�s, �(
d. TM i�p�fwt rt�tal oontricbr tfW pay ar fMS.tr�MowrMOw oosts,PnWn dl d. V�tical duct wppcxts. and sd�ty corttrols indudirq ASME ratsd T and P rNisf valw.Ws Pr�ssun rspulata�d�n �unctbn Oox�s�and ouWt box�s,in bupdinp wMr�afw�wn on drawk�ps,and In a000rdancs = "'v �
�dditfonal drawkpa as nqukrd.obbin and pay ior phn of�k h�s u►d ar p�m�ib Max ad�ol duct _ Mpb Iron Siz� ���
wrtA a�rvirKl utllit�s nQuk��b and standards ' ` � ' `
rwo�sary b oarry on wak,and turt�hh b tlw ard�it�ob'o�rtlllCaas of f�'s�tinp 38' 1'x 1'x 1/8' � �
wonc nas b..n�ps�d and approwd b�r tM bu�p dsp�rtrr�t. 4e' t-�/r x�-t/2'x�/8' PART 3-INSTALLATION � � Z a
1 7 VIS�T TO SiTE s Gnast hood t�wst duas.Provld�18 pwp�wNdsd st�sl oonstructlo�for ducts fau(4) � �
a. My oo�tractor bound by Uds�cfloe d fM�oiRcatlons thtl vWt 1M buNd4p tib.Lk� squan f�st or smaM�r.(iMSraly oonstruct and d�slpn�r►a000rdar►ce with latsst sdition oi . .
his own rt�wunm�nb and obfaln wch dMr kNorrnWoe as may b�rwows�y tor hh fM/�SHRAE. 3.1 W�Oi�CMANSHIP
wak. a Labot shaN b�p�Aomwd in a worlunan Iik�manner by rr�chanics tkiN�d in tMir parbcular �
b. Th�k�np m�Chanfod oor16'a�.'�or wfp b�iNporMiW�for M�p�orrp buWdnp 24 A�OCESS DOORS trad� Rp�end�quipMM Mall b�i�ntalbd pwn and plumb and aoosas�bls for propK
oonsUruc�tlon��Nf�s.PN�x�ra.�quiprt�►t rooma.r1c..to ir�x�oonrtruotio�d tarr»b a. For aoo�ss b�qt�xrwnt�ndo�d within tM�t m�ttl odinp.Construct of 18'paup� opuatfon end�srvia
suR�bb and wf6ci�ntly aktlpht.lM»n,In th�opir�ion d tM nNiorul FNA�C v�rdor, rtNW:�hxdYy hirHoro�d.rt�a4tlpM wilh htt or oorlc strlpt,�nd provid�d with latch
dNbN�n oonstruWon q�wRty wiN j�op�rdhe�1M FNAC�n"a pKlorm�r�w.M wWl op�rabb irom botl�tidN.M dra�latlo�ait to b�oo�tlnuous mttal duclrwrk ot�pqov�d 32 CUTTM�K3 M1D PATCHWG
nport wn.b aa ara,iMce and/or e�.n.�ral t�Onlraowr t«oorncffon. InoombwtlbN mtl.�lal. � �a W�++�w r+�+ur eo permk a,.r►sWlaelon of any wortc w�der this oamacs anal�
c. Th�nWonal FNAC v�dor NW vlNt 1fM bu�finp MM for liral bd�ndnp ard ttrE�p d b�1M ra�ponstbipty ot thls oontractor
aq FNAiC.�and mdo►up air unib.ys�n kap�ction and M�lxr�lt wrftMn�port 2.5 BAUINC•N0 Q111�PEFtS 3 3 E�GAVATION MD BA�il1JN(3 aE��s,a+s
to Taoo BN i �No damp�n�Fap b��d in praw duQs. ���� a. P►ovkl��rwo�aary�xoavatkp and b�dAfNMp for th�fns�RWon d walc ap�alMd in this
1.8 DIS(�PAPICIE3 Ofvision. Ahr�pip�has b��n kublbd.lMMd�nd apptorrd�1M tancMt ahaB b�
a. h a»w«K 1t�c m.radl�np rtwdw�cal oomracmr Po�d.a�or.p.noi.s«on�iaions,« 2.d FI�aM�P�i3 ' D.dAYNd to�rad.win�approNd maNrial,w�M hmP.d«puddl.id oomp.dy In p.w.
b�n douW as b th��ucf rt�w�fnp d 1M pi�ns ant/or�h��N.b�lo� a. fir�d�rnpw;tranws a�W tM�th�N b�tabricaMd and in�W�d in a000rdano+wNh 1M �P�P�oulsid�1M buNdinp dWl b�InshMd b�low tM host Nn�
oortpr��q work.oontact 1M natio�al FNI4C v��dor . r�qiirn�ttt d pov�rnkp ood�s�nd o�rwnoa. ,
b. ApprvNd M drnp�rs�faN b�kaWNd at aM boatlons k�dio�bd on tM pians and/or 3.� PIPIN(3
t.9 (3W1RI1NfTEE , � nquk+d b'Y buYdr�O ood�.M darnp�s not�hown on drawkp�w nqulrsd bY povrminp i �aP�O�Y b�run oonwabd�capt wMn a��orm oth�wis�on dravrfnps.
a. TM k»bpirp n1�CftaniCal oOntraGtof�IW wartaM�w FIVAC tyiMm klttapation apdn�t aulhoritlM,W�OOfltraCt dW b�adj�»ad as proVkl�d ufld�I 1.11-InMnt Of OrawinQa. b Vahr'�s.traps,d�an4ub and otl1N appvatus thaN b�ba�d ifl an asily aoos�ibb
dM�tlw worinnraAip�nd mabrlrs furni�fNd urdw this s�clbn�und�t narrW w�and a Hr�d�rnpws and IuMbM Nrdcs�haN b�aoo�l�tMaqh aooNS p�nNs or doors in duc�s ��• �
s.�vio.,ta a p.r�od d on.���y.r uom�n.aar.a�uaNa�on. and aoo.a�.tn�n.�a�r,�aruoK,r.«o.�rqs,nun�r�.a and rman.d by�n. c son�wast�v�nt oMs�ts and hous�dains sh�M b�insWNd wdh a minknum.�nirorm orad.
b. TM nWonal hNA�C v��dor�haN wartaM IM HVAC s�►a�m�qWprrnM ap�ir►st dd�ctiv� (3�a1 Oontra�.yor. d 1/4'ta 1M foot. ��� �� �� �� � ���
worturwaMp and maMrWt f�xNtlyd und�t lfds s�cllon.und�t namd u�e and srrvio�. d. Rn d�r��rs fianht»d as an k�Mpral pwrt ol tf�dilfusKS or prip�t ahtN b�aoohtibl�bY d Hot and oold wabr Nn�s ahaN bs at last 6'�part wMn pipirq b paraNsl. � � ,�
tor a p�rfod d on�(1)y�ar f�om 1M daM d insWalion. rtwns oi nrnow�bN qrlM a�f[uarr ba. �. Escuedwon plat�s shM b�provid�d wMn all MW W�+throuph�iini�d wail
c 1Narranty la��N b�qarid�d 1�w d dw►�oNY du�fnp no�mal wakk�p hours. 27 S�AOI�OETECTORS 3.5 HAN(3ERS M�SUPPORTS !
d Thh warraMy�qdlfaMy ucdud�s 1Nl�t,bNt a tnon npl�art�K or darntp�aus�d by
�'��''� t�I � �= `��� � °�
knqopK a kruMidMt rtqinbn�no�. A xrak�t�rnot�hall b�in�falNd fn 1h�rNurn air du�t�nd oar�,Ylot b arnok�d�Mafor
wAicA wl�d�i�ri�tooNop ur�i!upon swNinp�moin. i CAPPK P�P�sh�p b�wpported at inMnaM rat bo�xo�sd 7'-0'and at ach charq� ` � ��`-,
110 WIAIMEPlAN10E
in ho�ZOnfal ot v�. �
a. TM nadon M/ACvM�dor�haM p�aidr a montl�ly supply d 1Nb�rs 10 tM MstaM�d afb for a 28 DU(.'T WSU.ATION
�{pd p��y��p�.�y���p t Cor��Nd oo�llorwd Nipply and rNurn ak du�1s MM D�k�ulaMd wilh on�andaw- 3.6 PLl�ABN(i FD(TIJRES
nw�ncn(�-�/2�e,ra� a75 po�rid d«+aih►pWs f�a,ce wap ww�r.A.af�.vapor...� a. wmW,ara aaan.a aw►+b+rw+��+a�•��d� �+��+es.+�+�. �'(_
�d 10 duct work wMlf 1 �r1d ao0�aori�s.
1.t t DRAYVIN�33.CaENERAL a�Mp��oft ar�wabd win sp�ad at 12'on o�nOK.Sp�ak�p
-- ------------------ --`-`----_..-----------�ATE�_ _ -�
a. Gsr�al dn�wbqc Sdn+ahual.Arcfdt�xal.6�ctrial and otlwr IM�Oharwcal Orawinp=form b b�d'on oKMr ta titMnps. b. M 16ctur�s Matl b�flrad�A and�halt bs wh,». �,'�ukPflflR� ,
pirt ol 1Mf wak b Conditlawd suppy ak and rN�xn air duofs�nd pl�rm�xpoMd b vMw.a wM�� c. ExpoMd pipUp!o flx�ura N�all b�a pcoduot d tM flxnx�manufactunr � Q���� �%r
b. Co�traClDr thaN�aN ArcAil�tural.9trtx�xal.B�trioY and AA�Mnicd Drawk�ps Z. ►�Q���P�P�or as�tfo�wn �b b��s wilfll'Mddt 1.'.f0 d ���tor��nd 16ttur�mantA�tunr�witll m�al-1o�tMfa1 Mat.shaM b� �'�QO�a��`I�y������¢'����
w n,ny r�orm nan«+r.s a.00p..�,d a.�«work n�ir.d a ntm. � ��+�r���••s� wnn oowd.id.t�o�air a� �w�+�
twam.UtNt b D��dtadl�d b duCls wflh approwd adhNM and nwdtardCai hsblwrs at � e � �"p'.�«,�� a a a a Q a -
. � �, t ✓
ta'on anw. 3.7 FlA3FIWQS F e �;���� ', =�
t.t2 WTEM OF OfiAWM(iS wtw.. -
a. Plans and sp�dffatlorK w i�M�nd�d b 000ndin�l�so tAat any work�d�ibiMd M Nt1�r of C• ��Wf����R1�1MNIi Of.��. a. �1�fOYfld�Y'Y����1rOVQ�1�i00��fl OOflM�7�Ofl W�)���fl�f�W��)��M�t ==R ay � ' � �°�Yti 3v
1Mm.wratl�Irt 1M otl�or not,b b b��ua�Md a000idrp b 1tw InMM and rnww�p d. WMn wrapp�d duaiwor(�is ka�Nd h an vt strwm.I�ps in duct wrap thaN b�prorid�d Nad built a minirtwm of 10'inb tfw rooAns,h ad dinctlora from fM oubid�01 tM pip� .
� -E_�F_ _"
unr.a.tn.aarrn as N s.e bnn in.11. rlow.r«,sl,oua.ny i�w.a+dirw,o.a r.oul.�or+a h u�.c&«:tlon a inM�nv air now. `,'{.
1M sfa�In wfNah 1M work I�dorN.qMpib�addFYorW nrquMnMrMS.1Mn 1M • /lq du�!sfz�s tfawn w rnt intid��,�xwpt at�d by'L'n�t a�e�id� 3.8 V18RATION MID NOISE
�d�t10�1�111M�ON�fi1flON Of t/Q1�01N rlr pIrVV�1��Ir�OOfl1p� �Ofls. L E�1 OR�N V�011�a�s O��fTl�fl�!�O�f�1M�$10lt�0�l:�Ofl��V�fa�Ofl �`°', 0. g.. _3 rd. •.a�
w+tl,by n+.oonaac�or as p�rt a wa wak o.N.a fa an.ocA�.oomp.nmfon.hd b. «nob..
�aow.e,n«.r«��..re,�r�a o�,�.«+�e�.. � v�sw►noN�w� t I�I- L I f� �
b. wn«.d..qn.�oo..ds ooe.��s,daqn sn.�b.+onow.a. •. �w r+a�o�+.�e�ob.Ma„e,.op.�.uon oe an..mo�.�a.�.r,c�ra b. � �o,x�srarc3 Mw ewwarx3 M E V�I
c. DrawYq�.000mp�nyinp thls.p�daatlon indical.in ell�pramdia lorm arrarp�m.nb NimY+a�.d a tn.�x�M Vaet tMy wal na e.n�ard oue�id.a tl,.room in whion in�ap.d. a. aan a,t aa w+.s.adjua au vaM.,and cN�n ap pa,mbi�p tixtuns ana.qu�prr�ne. _Go k•1 G E 1�"�G7
d..r.d r«prMdpN�ppan�us.v+pirw..�c..ana.lw e.idow.a as clwNy as Poaleb. ����b v►��►rradts a b.nad.wln,w,t.xp�a.a
Prop�r h+dc�r�t.nap b..xna..d in o.nyUip on w«k b s.o�..b�se poaibl.r�..a a»aN,K. s.to TEST
tO0R1 atld�OOf1�Ofl�1�N'OYQh01R afld NOIMr flM1 fRMQMfIM1t Of aN MIOfk{lldtld�d L TIN ptt�l'1�1�f10 lyftlT ifld�3tOGifld�llbM ahi�b0 Wb�Ct 10 M�1�QfOYr Of 1�N ''" �� :�2 '.•JM6E�
in tMs oontraot. 2t0 t�1�{TROI:S Oiw�»t's Rrprp�.and t?odr MMoriliN havkp hri�ctlo�. Tpb nqukrd b Q
a. FurNM and i�N�ctrlC oonit0is as mnwfaClur�d by or �fww ood�oomplianw.shap b�pMOrm�d as dk«.�l�d. /
,.,a �oc�►nONS�wo sPA�E F�auA9�E#rrs •po►�+e.awr.n�r�o.tal.,nr h�.bWd�p cor.R. �Q,`f, �I�J-2 Cv
`' ,
a. vwiN aN�s,�ons.boWaw.ooedlMonr..to..rp�i«1 t«kaWlaeon a aU at t cXEA�i MIa PROTeCT�av C� O
FN/4C�nd/Na�d worlG YMNrM tuN 1MpofMbplty tfwr�for. 211 TESTMrO ANd AGAJ37Wf3 L NMt 1M P��P+P�has bNn In�O.kap�cad.and aPPra'rd.1M D�P�q M�
b. Obtain r moawy rouphan dds and dnw�Nons fa ar Axfuna,puipm�nt,ownw � �quM�d:NI N�wMs aitd tat app�raMu. �hap b�1k,slNd eo nmow any for�pn ma1Mr trom tt�pip��. IMwr�nquir�with �A T�
-- -- fi,mrNad.q�dpn�t and.qu�pn«�e a.nw+.d w,a«an..s.oiorr. b r.st Aa sysbna and.quipn«K. adortn.«HrF+.o�utlon eo�aradz.m.nw.poU�p. , T H AW AY %�j -rZ°t �°�4'.��
c No.xpos�a a,ce.wia e.p.mrn.a b.noM►o�+m�r�or a a,�arq.m.r y room. �• �I�r�,aon Yafaidlon b m..e�.qufrMn�a a p.n..�a+io�w,a room • �1 --%- �
M� ���
d IA�kMain�mpN hNdroan.dMana�nd�oo�NbiNly.YM�I«wras b�tw��n wak d �0-a'a'�����q MNh tlmi npat b ri ow��. 3.12 WIAatTEl�111NCE �
various trad»wHl b�tNONrd b�/11�T�oo 8N M aomulWion wph�E�tpk�t.RNoca� 0. S�t A�fats.da�np�s and oQ�p��ipn�n b P�odi�nq�i'b t�mpwapx�p dincbd �. Ap p�rb d fM piurr�binp A�x�s and awd�Md�qulprMnt NaN b�m�kMaNwd by tM V
- ot oMsrt any worlc as nqulnct b�000modab woAc o!ol�wr 1rad��.��t no ioctra ood b bY 1M/1rd�ib�'�t Contracwr tl►ro�plw�rt tM W�ranM�P�rioQ d on�moroh dbr Mal�oapt�r�w d tfw �, �-_=' `��a
� tN.own«.MaY,tain oWk+O ndpMs.na.roa.�oo.ahr.turrtip nqWne�s. a+�w• _
�SFD AR��`�
�. M not pndMly tocahd on Orawirqs.abhin iooNio�a d 1bcA+n�.�n�nt,�pPNe�o�s. �
• �tc.,irom tM/IrdN�t�nd tood savlo�puipm�rn wp�pNrt.No toM�rano�wlp b�allow�d. 3.13 OWRAt�TEE
a (3uuanbe tor watu MatK shaN b�for Me�f1 vears.
�''Z°�'G14 I��il1�r.�; �1N�►2 L�Nd�r:�l I'E�41-� ITT��lC� �
�
� A/C GENERAL NOTES � AIR DEVICE SCHEDULE
,
` n� �rc ounr
' 1. MSTALLATI�1 SHALL CONF'01�1 7� THE ENQtGY CONSERVAliON DE9GN I�IANUAL STANDARDS FdR NEW NON-RE9DEN11AL BU�.DIMGS.
2 ALL WnRK AND Ir1ATERlALS SHI1LL COYPLY N11H OOVE?�IG CODES. SAFETIP ORDERS MiD R�lU11a1�(S � NEpC CF1r1 PATtERN >- � IF"R. MODEl. �
.� 3. CONIRACTOR SHALL 08TAIN AND PAY FOR ALL NE�ARY PERW75,, F� AND � REQUIRED 8Y GOVERN9rG AUIHORI7IES. � �' � � � � � � � � O N0. � -
4. All MAlERIALS AND EQUff�iENT PROVIDED AND / OR It�STlIl1.ED SHILLL BE GUARAN?FID FOR A PERfOD OF ONE (1) YEAR UM.ESS
O11iERWISE INDICATED� FRaI THE DATE OF FWAL A(�EPTANCE OF ?HE WORK BY ?HE OwNFR. ANY DffECTIVE MAlER1ALS OR It�ERIOR S-1 7 12X12 X 375 X 4W X TIlUS TDC-S FURNI.9i NATH SQUARE 1�0 ROUI� ADIIP7�ORS 10' �A
WORK11AN9i� SNALL � CORRECIED 'PD 1HE EN'i1RE Sl1�ISFIlCTiON OF 1HE OINNER. S-2 1 121f12 X 375 X 2W X �INS 7DC-S FURMISH MI1H SQUARE TO ROUND ADAPTqtS 8' �A
5. ElECiRICAL CON1R. PROVIDE4 CONDUR f'OR LWE Ac LOMf WLTAGE W�iING. R-1 2 22X22 X 1500 X - X TiTUS PAR
UNE V�OI.TAGE Wq�1G SIMTp1ES, Di9CONNECTS, qRCUIT BREAI�RS� F�IAL CONI�C710NSr 17Ey1 Q�DlCA7ED 1FNS QE
' 8. IECNJWCAL CON717. PROVIOE� TDrIPERAIURE CONTROLS. LOW WLTAGE MIIR�lG dt IlEY5 INDICAIED ?FNS�. W�tNG SHALL CONF'ORrI ?�0 E-3 2 9X9 X �pp X - X 11TUS 35pRL FURNISH WI1H SCU/1RE TO ROUND ADAP?nRS 8' DIA
LOCAL COOE.S.
7. PL.U�G CON'�R. PROVIDfS: CONOENSATE DRAtN FROAI A/C UMTS TO APPROVED DRAIN POMIT. GAS P�ING TO iJNi75 t FlNAL
(�alECT10NS
8. ALL SUPPLY. RETI� � I�AKE-UP ARI DUC75 ARE 97ID FOR CFI�I W7HOUT WSULATiON� CONIRACIOR SHALL MISlM1E DUCTWORK.
' 9. F1F�aBLE DUCT SFIALL � JOHN'S-YANVILLE d�l. FLEX f�IETAL IN�JLA7ED W/ ACOUSTiCAI VNrYL VIIPOR 8AflRlER U.L APPROVED.
� CONDUCTMICE �0.22 • 75 F� MAX. LENGIH 6'-0'. DUCT SHALL BE CONNECIED T�0 TRUNK OR BRANCH WCT WI1H SHEET I�TAL 9CRENfS.
HANGER SIRAPS SHALL BE IIMMUbI 1'X 30 GA.
10. ALL SUPPLY (INCWDNIG �I.U.A.) AND RE7URN DUC1MbRK SHAII BE �SUUlED MM1H t/2' X 2�./�'f DENSI7Y q�J1J1110N.
11. ALL SHEET h1ETAL DUC1MpRK SHALL 8E IN ACOORDMICE IM1H SNACNA AND/OR LOCAL AND ASHRAE COOES. TAPE ALL TIRANSVFR�
IWD LONt�lUDNAI JOMiTSr SUPPLY AND RENRN DUC75. DUCTS SH/1l1 BE 1�D GALVAN12ED ST�L M ACCORDMICE TO Sw1ACNA
S7DS fOR LOMf VE10(�TY DUCTWdtK IXCEPT E)Q�AUST FIOOD.
12 WHERE INTERIOR Of DUCTW�ftK IS VISIBLE THRU AN AIR OU1L�T� INSIDE OF DUCT SHALL BE PAINTED WI7}I A FLAT BLACK
PRIMER. ALL GRLJ.ES AND OIFFUSERS SHALL BE RElr10VABlE
13. ALl ROOF CURBS SHALL HAVE WE1Dm CANT S1R1PS� SHALL BE MSUUlED dc HAVE FACT�ORY NA�lNG S(RIP. ROOF CURB FOR NOTE: ALL NR DE�IICE.S TO 8E FURNISHED Wl1H OFF WHt1E BAKED ENAYEL FqdiSH.
HVAC UNITS 1 � 2 SHI1LL BE PIT�F�ED TO AIATdi SLOPE OF ROOF.
,4. coNrn�c�at s�u. c�o�o��� n�sr�unoN aF �u. ouc�w�wc r�n� c�c a� RooF �c, coo�t�t� �uLLY �aNC F A N S C H E D U L E
- TME rn�s, �r� a���s r�caM�� a��wcES aF �u itas oF Ecu�xr, n�srnu n��arcc v�s iN �u.
� so �ucr aBOws, wsr,� sr�-w �cmR/u��x e er�wai �cT carr�cnaN �o ��ut oucr. �cc� Q
1S. 1HE SU�MS90N Of PROPOSAL BY iHE CON7RACTDR MI�L BE CONSTRUED AS EVIDENCE 1HAT 1FE CONTRACTOR HAS FIWN,ARIgD I�IANUFAC7URE �c MODEL� �
�IARK CFI�I SP RP�I HP VI�LT F- NOTES
HIA�SEIF MA1H lt� PLANS � BUN.DNG 91E dJWS �IADE SUBSEQUENT Ti0 1HE PROPOSAL FOR IrtA1FRIALS � LABOR BECAUSE � �
�CUI.TiES ENCOUN7� WILL NOT BE REOOCNIZED iF THEY COULD HAVE BE�I FORSF�i HAD PROPER ExAWNATION �1 �j $ v� > d OP�A� �
a � �, 16. ANY EQUIPAtENT 1HAT IS SU8S11TUTED SHALL FlT IN 1HE SPACE PROVIDED 1MTH IIDEGUAlE R001�t FOR SERVICMIG„ INCUJDWG �IUA-1 1900 1/Y 914 1/2 120/1� � � ASP-10 1��, #2
SUBSTiTUlE EQUIPI�IENTS NAwim IN THE SPEqFlCAl10NS CON'TRACTOR 9iALL SUBwqT A t/4' SCALE DRAMANG OF ALL EQUIPIIENT'S ff 1 2400 1' 1200 3/4 208/�b 0 � 180H8B Nl
' SUBS'(1?UIED.
ff-2 gpp t/4' 16Z5 1/8 120/1Q� o � � O 1�
17. H.V.A.G OONTRACTOR TO INSTALl REqiARGEIIBLE REFRIGERANTE UNES FROY ICE �IACHIt� '� CONDENSER ON ROOF. ����@�£�Rfl�E�F����,
18. H.V.A.G f�N1RACT�OR TO INSTALL PI�CHAR(�D RffRIGERANTE LINES FR01�1 FAN CqL Tn CaNDENSER ON ROOF. ff-3 200 3�8' 1050 1�8 120�19� 0 � 0 o t00C10DH �������°������'��,���
19. H.V.A.G CONTRACTOR SHALL HIRE INDEPENDANT AIR BALANCE CONTRACT�R T� C�MPLETE AIR BALANCE �� 1• YOTnR STARTER TO BE SUPPLIED BY 1HE NAl10NAL HVAC SUPPLlER. ���o°�°� ���0�j-�
TEST AND SETUP AND FURMSH 3 COPY'S TD ENGR\ARCH WITHIN 3 DAY'S �F ST�RE �PENING. 2 YEET UL CODE 762 (GREASE) ` e� °�-�� �
a �
' - � �,�.��� � --
- ��� �`.
- AIR BALANCE SCHEDULE s- ��� �� { ��
% yA n
}l.V''� �
� 1 `�
ilEl�l O.A. R.A. � SJl EA pRES �
HVAC-1 150p 1500 30pp + 1500 \�0�
, ff#� � 240Q - 24�
ff�2 800 - 800
ff�3 200 - 200
MUAfi 1900 1900 1900 + 1900
TOTAL 3400 3400 I 4900 3400 0 � V�
� U � w
H . V . A . C . UNIT SCHEDULE _ �
�AMIUFAC7URER ��� z �
� Q 0
U�NT NUI�ER 1 w z
MODEL NU�IBER 48TJF008 = _
ROOF CURB YODE1 NUYBER ��� C", U �
� TOTAL CF�I ESP. 3000/ �/2� w
1qN. E E R (BnA�{ / MIA7'� 9.9
� �
T�OTAL COOLJNG (BTUH) 101�300
.
SENS1BlE OOOIJNG 81UH 72�800
AIR ENTQ�lG CONDI�tONS 80/67
EalTERING iEYPERAlURE �o
HEAIiNG CAPAqTY OUTPUT BTUH ���
NPUT B111F1 220.�00 �M�s
2 STAGE GAS VALVE �
THERw10STAT T HONEYNiE1.L 77300 Q7300A1018
7HERIiIOSTAT REIdi01E SENSOR RS HONEYWEIl T1047C1025 �,,
MOT�ORIZED 0 70 � Z5 MAKE UP A!R DIWPER , M �'�`, � " � f'
YES "�.
� "; '� � "�
5 YE/1R COIriPRESSOR WARRANTY YES
E].ECiRIC IGM110N YES `�,,•-'' � I �~.:�
10 YEAR HEAT D(CHMIGER WARRANTY �
AMPS 39.6
, �a-�-�_
- ------------• ---•-•-----------------------•-- -••------- - --
NOlE: USE I�GH HEAT (250�000 B1U q�PU� UI�NTS • �,
WHEN LOCAL DESIGN CONDITIaNS ARE BElOW 0 DEGREES.
MECHANICAL LEGEND
SYIABOL DESqdA110N SYi�iBOL DEgpJA110N
e � oucr �s� oa o� (su�.Y �) c.u. m�c a�usa�
o m oucr ws� aR � (r� �) r�.� �ura� � c�
� � DUCT RISER OR DROP (DWAUST AUt) �- �IANUAL VOL.UbtE DAMPERS DR/►llw e1f: KSN1fDER
- a�e�: �MDr.
--�-� DOOR LOUVERS EAR E�iAUST �1R (�iILLE
�'-�' UNDER CUT DOOFZ 3�4' � AU1�tA11C FlRE DIWPERS eULD�lO i1IPE
� �p � V.TR VENT THRU ROOF IN•LI�
Sll SUPPLY Aqt F.G FlFX. OOMIECiION �W
RA. RElURN AIR A.P. ACCESS PMIEL C��PTB
� OA OU151DE AIR AD. AOCESS DOOR J08 t�l1YBER
� ROOWi ?HERw10STAT P.O.G POINT OF CONNECTION __
REMOTE SEJdSOR 0.TR DUCT T1iRU ROOF
� F11RI�M�ED t 1NSTALlED BY �IECHANICAL CONTRACTOR E.A. E)OiAUST AIR ��
� ��n a� �sr�n aY aEC1wcN. ooNrn,�►croR oucT � - Z 9- 9 4
� FlJRNI�ED BY M.C. � NSTNIID BY E�. � qRCUIT BREAKER
` U.TR UP THRU ROOF s��E1'nuMeER
^ �, °� � 1
(� NEW
OF' 2
�
. �,
�
�
L
4'X4' TYPE 2
UA-1 ❑N R��F STEAM CANOPY HQ�D
i
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I 1 � �
c�S cartt�EC�noN I i �
- � -.- � S-1 S-1 �
�Y � �� � 375 CFM � 375 C M �
W/ I�ANIJFACI�E ELECTRICl1l _ � _ _ � �
CONNEC710N S_ � ,� r -
��� � ���� 1'-2'xZ'-4 3/4' 37 FM '" � t-- -- a` � 1 14'X14" WELDED 16 GAUGE STEEL �
SUPPLY D1R --- - '
GREASE DUCT UP T❑ EF-1 ❑N RD�F,
12'x24' � �
16b RA SA DUCT '� • � ����`��5�����fi�'�'iPf���,
DUCT � � 9�� 8 18 I " ���00�`�����0��'�';r3
OONDENSAIE i I ` ��� �6� �,�:�
DRAlN -�� � 1 � � _
/ � ������
_ 33'x48' 3'-0 3 �ri'-0 S ' � , • 3R.5- -- ��g�� �
� �U� � � � F-1 ON R��F ` �
RETURN Dlft � f
E-1 6��� ��;i;�
/ �
� � 6J��'�. ' �5"�� '
�sb Rn � 1 ��
r �_�. � �, J�r��r J '�+y+eF`
VERIFY DUCT Si� DUCT ��
W/ AUWUFACIURE 7' COMB, & RELIEF EF-� � 4'X6' TYPE 1 HO❑D
� INSTALL PER ON RD�F 9 6'X1 WITH 3' SFACE
� 10'X10' EXH.DUCT
Q U.M,C. UP T� EF-3 �C; '
ad � �
�/
C A R R I E RMODEL� 48TJF008 MODEL 48JF008 s• TYPE •B' FLU , s i
C A R R I E R # T❑ APPROVED R�OF CAP 9,� 37 � '
z
H VA C U N I T� 1 H V A C U N I T� 1 �E ��4� ' ��'�� B - -_ ULL SIZE c UPPLY & RETURN Q �
EF-2 DUCT DR❑P�.
DN RO�F - �
12'X12' UP S-2 � �--i '
THRU R�OF 375 C � Q �
HVAC UNIT T❑ EF-2
' OONTROL PMIEI. 015� S1�
0'X10' _f �--
O iz�_1_6� Q W
= TU-1 �N RO�F U �
UNE VENT �� E--+
C�tCUIT BREAKER " I � z �
DOST. A/C UNfT �
24 VAC CONTROL O E- I ' z
7RANSFOf'i�ER L3 I r <2) R-1 Q
= Q
I � � �
INiERNAL �� MIERLOqC W/ , I
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rn � I w�u. r-o' �F. as� sw�� a� Fa�
(n�. FoR-z) s� ��� e�r
I - - - - - - E-1 FOR LOCA710N. NA110NAL HVAC SUPPUER
AEM5101S
3/4' CONDUIT BY EG �
� �� �� �� o _ S_� � � ,
AU1DtulATiC I A/C TFfi�11NAL MD INSTALLED BY EC. I 375 375 FM
DA6IPER I
2
I�OTOR C R G W1 W2 Y1 Y2 �_ T-7300 aN T �-2
WALL OF
OFFlCE.
( �L� ��I�1 �11. J �"T— c„��.� �,� No ��
I -
I _ _ -- —� _
- � 18 GA.(� COMDUCT�OR CABLE dc OONDUIT RS E F 2 W I R I N G D I A G R A M C
I FUI2NISHED Ac INSTALIED BY E.C. � �
II 24 VAC. 18 GA. MSIAJ�►lED AY— ��
w�c iN ca�rna P�wa. � � 2 �
�rn 120-1-60
BY E.G(lYP. FOR KITCHf1i AC ONLI�
pRCUIT BREAI(ER �— — — — — — — GRCUT
(IYPICAI) � — — ---- — — — 8' QC. �R
u�c. srnR�t Zoe/z4o-3-eo 2os/24o-3-so ro �o�
BY NA110NAL HVAC I�� �' T�� � LINE VnI.TAGE MIIRb�iG
SUPPIJER !c O ( I T— WALL OF t CONDUIT 8Y EC.
WSTALLED BY EC. O TYPICAL � � �;� 4 � DRANI BY: KS7�1r0ER
J I �--- � � _� �,� �� . 4 � �, ��: ,�
� NIT VAC DOUBLE POLE O O � �' `e, � � � '�' ' ' ' •
I � WALL SWITCH � � `"� �,"" Bt�DNO 11iPE
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a� H� �:.J �
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DA
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r ��u 0 EF_� �A_� • s�r ru�x
0 0�� tAD102 N O S C A L E �I D 1 0 1 NO SCALE
� M2
a��A TYPICAL A C UNIT WIRING DIAGRANI E EF - 3 WIRING DIAGRANi a N9ECHANICAL PLAN � ��4' ° �'-°' o� z
o��,a
\
, . �` ,
- - ?
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U °'
WELD TO UPPER �5 1/2"_, �
i CAP OVER WOOD NAIIER � �
_ AND LOWER FILTER � � TO BE POP-RIVETED IN
'l32" O.A EXHAUST HOOD SUPPORTS = PLACE MECHANICAL E�UIPMENT EXHAUST DUCT {� �
�'� 3 17/32" , 1/4" 3 17/32" 3 17/32" .. � `" . � O
� FI LTER E�i �'• 39 1/4" � 39 � �17/32" , 2x6 WOOD NAI LER 26 GA G I COUNTER V �
; � ' ' '
i I I � � • FLASHI NG BY G C W SUPPLY LI NE � � M
� � X-AI R GREASE fl LTER �� ��2� ��p � � 0
� 45 DEG 26 GA GI FLASHIN� 4" ,� � v
. � . � . � . . . . � � '
PREFORMED INSULATED OVER 4" CONT CANT 1
\�� ��� � \�� ��� \�� �� �� �'� ��� ��� � �� �� CURB BY MECH CONT STRIP BY ROOFING �+-�
��"�� i ��"�� �.".� �."�\ �� �\ i ���x�\\ MULLIONS INSTALLED BY GC CONTRACTOR !' 9 Y � V 0
�� �� �� �� �' � � �. �� �� . �
�'\1 � `
BUILT UP ROOF - SEE N
RAI L DESI GN SPECS � SPECIFICATIONS : 3 � � o
- - - - '� t ; c� � 3 a�
1) MATERIAL - 24 GA GALV STEEL EXCEPT WHERE NOTED � � C U O
,
9/64" I 32 7/S" L H GUTT 32 7/8" R H GUTTER - 0" 32 7/8" L H GUTTER ' 7/8" R H GUTTER I 9/64" 2) ALL SEAMS POP-RI VETED AND SEALED WI TH WATERPROOF G�
METAL J01 NT SEALER ��� RS '� ' C �
3 32" 65 7/8" 2Xb BLOCKI NG = �y •�' L
3) LOAD RANGE PER RAII ' y a O
131 29/32" S. HOOD ENDS L � � V
, I 3 7�Sr I�7�5�5 0�0��950� I �10�0� � V p .
,
1 � �, �' °
o�
ME 04 NO SC ME203 1 1/2"=1'-0` 01 1 � "=1'-0" ME200 NON � � ~ +
H O O D L ONG�TUDINAL SECTION SECT�ON THRU RF. `� � � -
4 R A I L 3 M E C H. U N I T R O O F C U R B 2 F I R E S Y S T E M H O O D '-' " `° -
�
132- - EXHAUST DUCT -
HVAC UNI T AI R OUTSI DE AI R SIJRPLY DUCT O
CURTAIN DUCT
66" 66" �
_ _ EXHAUST I - /' ANGLE SUPPORT 2 DUCT NOZZLES �
. _ ��
� O
� S/S GREASE FILTER
o, O ° •
1/2"
15" 15" �� C0�
7"
° 2 �2 MAKE-UP AIR r �M 4_ �
- � 3/4 � -
, (2) EACH CONNECTED `� �'1' `
� TO HVAC SYSTEM • `�A
VAPOR-PROOF INCANDESCENT �5 4� ��2� q-r W Y
' _ _� LI GHT FI XTURE REMOVABLE '��' �• • � 5S1
�
r 8' 01 FFUSER GREASE CUP 6 ��C�
r � �' ��2° NSED pRG��
3" �.
10" 28" 28" 10` 6 2 PLENUM NOZZLES
0�
, ,�
� _t '
I
� I B- 3" DIFFUSER EXPOSED PIPING AND
_ NOZZLES SHALL BE
PLATEO FOR CLEANING
- 50" 3' PURPOSES
M OS 1/2"= - " ME207 M�N 1 1/2"=1'-0" ME206 NO SCAL
H04D PLAN V IEW 7 HOOD CROSS SECT ION F IRE E�T. SYSTEM �
6 5 �
. _ _
, CONCEAL CONDUIT �
SUPPLY LIN ABOVE CEIL 4 1/16"
CONCEAL IN CONTINUOUSLY SOLDER �'
CELING L 102 END OF CAP ON ALL W
RANGEGUARD
�� �__ 18" ( ) SI DES Q
��`�.' q �� 1 1 b" ASCO GAS � •
S�O�E��' �� � VALVE LOCATED @ (7T"� '� 8 ��2�I
G .�'� ` 3/4" � �— FLOOR BEHI ND I �I�-I/�,FT ►�iM , -r'o �B �
p�.�. � S/S TABLE �/F_rzi�iE►� y�i Hoor� O
'�;�'��� � ; ��2� GAS LI NE MAN U FAcT U�Ert
, A f F CONCEAL CONDUI T O
��'� ���� ' /2., MI N I N WALL ='
H-1 , 4" 9� 8" .�'• -
i ���� .''4" 11 •
; �/! �� � ' ��• ��2., 14 �• , REMOTE MANUAL ,f � 1' 8" 4^
' '�� RELEASE MOUNTED ' 4 3/ N S 3/4"
1'-0' 3" MI N
��, 3��.�� ON WALL 1 HR FI RE RATED DUCT ENCLOSURE N�S 12- 24 GAUGE
� ,�� 14" � � I SHAFT, 5/8" F C G B EACH �
`��"'��� � SI DE ON STUDS a ��2.,I
, '���" �' NOTE �
� ALL EXPOSED QI PI NG , ����o�s
-r------------------
,�,0° I NSTALLED I NFI ELD I
FOR FIRE SUPRESSION �
+� SYSTEM TO BE CHROME ,
� -;-----;--------------
� PLATED ' = 3" MIN SPACE -�----�--------------
'L' (� EXHAUST HOOD o SPOT WELD 1 1/2" 4 C '
� T m.47
� GREASE GUTTER CONTINUOUSLY AROUND � �
--� ------------------ -
' � �. . CYCL NOZZLES �'I���� N'T'y' � a 1/4` FLAN6 PERIMETER ��__ '
INNER EDGE 0 , .
� EDGE OF COOKING EDGE OF GREASE �;-----1_____________
� GREASE GUTTER 6" MIN n __ ,;_ INSIDE FACE GUTTER ME209 NO SCAL � '
NOT TO S SURFACE ,-„ „', __ , ____F
F IRE EXT INGU ISHEI� SY EM OR HOOD _
ST ��; �� � OF HOOD ' Q� ,
,„ �� �
,
( ;'1;==="; ��� �vE�. ' REF. L INE TO P ITCH PAN $
1-----i--------------
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_ ieETNEr�Mo tzEK FRYER Gc�IJIPMFNT ��-�'� � � �`� �`-----�--------------
DRAI N LI NE SLOPE ,
HOOD CALCULATIONS
AS RE�lil RED TO ��-----�------------
� � � � �
DRAIN CONNECTION �
HOOD AREA 42' X 132" = 5544 SQ I N tOUTSI DE Di M) � ��� � , `
/ 14 GA 1" GALV
NET AREA 33 5" X 12b" = 4221 S� I N (NET DI M) STRAPS SCREWED �aAUN B�
/� �� � / TO BLOCK =�=�KEO eY
1441 = 29 31 SQ FT gY __ a��`�----- - ---�-------� --, __.. -------- �
� BL��u�Vu TYPE
�L d
CFM TO BE ED = 29 31 X 100 = 2931 CFM Mt N ��0�
DUCT CROSS SEC AI = 9" X 30" = 270 _ 187 S�. "'��
DUCT VELOCI TY _ 3 7b44 a FRAME
f1500 TO 2500) 187
�c� huMaEa
DUCT CROSS SEC AIR = X 24" - 144 - S� FT / �
2800 ! 4"X4"X8" TREATED ���2�
DUCT VELOC = 2 = 1400 FPM I @�4 DO"0 C & ALLE�TURNS,� �a7G
JUNCTI ON I N LI NES � ROOF /
- 1 -13-92
6 FILTERS - 18" X 20" EAr 2160 SQ IN NOTE TERMINATE AT - -
3300 PROVI DE DRAI N NUT ROOF DRAI N ;,,E�- N�„eER
-- 3 = 1100 SQ I N REQUI RED I N BOTTOM OF P TRAP
ME NO ME213 NOT TO SCAL � �
^ ` 1 2 HOOD INSTALLAT ION / EQU IPMENT ELEVAT 10 9 CONDENSATE DRA IN SUPP -
11
` a�•'?-°I•°14 I�UEr�' �, oWN�rL LENr7r'2 � 1��14.Mi1r� C�'
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t1E11 FIXIURE OR L VENT COID HOT WASTE WATFR DESCF�PTION (IWEJ�lCAN STANDARD FIXIURE D(CFEPT AS NOlED)
WAS1E WAlER WATER FU �
' � �, WA'TER __ AI�ERICAN STANDARD CADET /8468.018 ELONGAlED WATER-SJIVER
, 4' Y 1' 8 3 TON.ET (18' HK�H) �H SLOAN # 115.3 (IMTH COVQt LOqCING
� I a� DE1AC� AND OLSOWTE �85 SEAT.
� �' IAARSTON �f-2766 KOFiLER.� OORNER WALL HANGER� CAST IRON. FRO�NT OVERFLAW.
� � � LAVATORY r r �/2' �/2� � 2 �-� �°o���or�r �c�oa. ��uc�r �owoEn w�n� sw�
R
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� SINK r Y 1/2' 1/Y 1 2 STA�DARD UQUID 90AP DISP. f 4a03.029.002----Hl'DROTD( SENSOR FAUCET �I-1000 (800�Z2-9883. SUPPLY PIPES �'1303.154�
P-TRM �441Q028. FLOw RESIRICIOR. 11L7FRNAlE FAUCET: IIt�lO�CAN STANDARD �223a.s82.
I
S � � Y 1/2' 1/2' 3 4 �I
2 � POWERS - FlAT I�tSB 2436.24X24 COMPI.ETE WITFI CI�CAGO FAUCET NQ 897 ��
S � Z' Y 1/Y 1/Y 3 4 FUR� BY EQU�IE7�IT SUPPLIFR � NSTALLED BY PWYBING CONIRACTOR. NE W P S C❑ GAS ME TER & S E R V IC E
3 �NK � z40GAS BHRU WALL AT 24' AFC MIN,
�
4 � Y (3� 2' ��� ��� 3 4 FURI�9ffD 8Y EGUPI�IE!!T Sl1PPUER t q�STALLED BY PWMBING CON1FtAC1nR.
� �� JOSA�1 � 60010 SF]�d-AUT�MIAIIC GREASE NTERCEPIDR, LaIN PROFN.E ON FLOOR TYPE.
� .� 4• -- -- -- -- - -- - PROIADE 1M1H FlAW CON1ROl. w11H Y VENT.
70 POUND CAP.. MW 3S t�H FLOW
� �� J06AA1 �48033 CAST IRON FLOOR SR�p( W/AqD RESIS'TIdG PORCEWN O �� r------J
� �� 3' 2' -- - -- - 1 -- - ENIWElID IN1F3�IOR, SE�ON►E)�T BUq(ET-'31'� NIKAl.0i1f 3/4 GRA7E-'4' I -
(ALIERNAlE WADE N0. W-91,3-16-2� SEE DETAII '8' SNEET�2 I
G �
� WA� VANGUARD � FD125 PLUS 1. 125.000 B1U TANKLESS WATER HEAlER. I �,/�. .
� HEAIER -- - -- - -- - -- - -- - -- - 5' VENT THRU ROOF. Pq�E FIA.L 9ZE D19CFIAR(:E TO �IOP 91�p(. 200 GPH PER HR AT SEA LEVEL `- I�.
1 2� �
18 Q
� __ � _ WI10E W-8004-Y. CAST IRON W/ADJUSTABLE HOUSqJG. ROUt� HEAVY CAST IRON VANDAL PROOP TOP. • �• 1 �
� CI.EANOUT -- -- - -- - -- (ALIFRNATE J06AM N0. 58014-19) ° 1 , r---_-
1. � � , � 10 � � �
4 .��.��.�. . .�. .�.�.. 1� ��
L___ -__ 3/4'
� WALL � � _ -- - � � Y _ WADE �Y1�8,53-R6. HATH BRASS PLUG AND ROUND STAINLESS SiEf1. SE(� ACCES.S OOVER. .. .-.. -.. I
� CLEANOUTS (ALIERNATE JOSAI►1 N0. 56713) � � . i� • 3/4' ; �1. • 7 I
4 s �
' 5 I � .3/4' 1/2' �.
� e I 13
� KuB -- - � __ c�sT ir� �� Hue iNST�u.En Fuus� w/c�oNC. �.00R.PROVroE � � i ��, ���c���` �;��
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C�NNECT T� 1.� 1/2'' •Z, C-------- --- - Q
EXISTING
� � � � � � � � � � � � � � � � � � W
_. .._. . _J
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�� GHASE � Q
PLUMBING GENERAL NOTES DISABLED ACCESS NOTES � 1�z � � � 3 d: � �� � � - a� � z �-'
� � � �� � �� -
, � �� � � ��� _
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� t.iNSTALLJ1110N SHALL CONFORt�I TQ 1HE ENERGY CONSERVATiON OESIGN MANUAL STANDARDS I ' � �7-�
FltOAI NEW NON-RE90EN11AL �INLDINGS. 1 ��� �� �`.•' � ���y� � � � �
I � �
200N1itACTOR SHALL VQtIFY DEPTH� SI� LOCA�ION OF ALL E�OSIING U1L111ES IN � I I � �,J
FlF1D BEFORE STIIRTING WORK. � 1/2'� I1 '� ��
3CON1itACTOR SHALL COORDINA7E INSTALLATION OF PLUNBING WiORK WITH ALL O1HER 1RADES .. .•.�I � BY-- --�i'`��lst�--------DAT E__`s?O _ Q-
_.
SO AS TO AVi01D UNI�CESSARY OEUY OR INTERFERENCES. - TpLET FLUSH OONTROLS SHALL � OPERABLE M�1H OF� HAND AND _
�1 D�S11N . .
�ALL PLlJ�I81NG WORK AND MATERIALS SHALL � INSTALLED IN ACCORDMICE WI1H ALL SHALL NOT REQUIRE 11GHT GRASPING� PINCHINC. dt TWISTWG OF
APPLlCABIF ORDNANCE.S MID REGUUTIONS HAVMIG a1RISDICTION. CONTRACTOR SHALL 1HE WRIST. CONTROLS FOR 1HE FLUSH VJILVES SNALL 8E h10UNTED 2O3/4' C.W. SIUBWT FOR ICE I�ACHNE YN1H 1/Y VALVE • 60' A.F.F.
OBTAIN ALL APPROVALS REQUIRED FR01�1 REGULAIING AGaIC�S BEFORE STARTiNG WORK. ON THE W�E 9DE OF 11iE TqLET ARE/1S. NO IIORE THAN 44' �'�
5.901L AND WASTE PIPE SHALL SL.OPE Z7� AlIN11�1U�1. UNIESS 07HER1MSE NO?ID. ABOYE THE FLOOR. 1HE FORCE REQU�tED TO AC'i1VAlE CONTROLS 3O3/4' GW. S'NBOUT FOR DRINK SYSTEN WI1H i/2' VALVE 0 1Y A.FF.
SHl1ll. BE NO GREAIFR 1HAN 3 POUNDS. 4�(� t/Y C.W. 1�H.w F�R POT S�( • 1Y A.F.F. ��S
6.ALL PUJI�IBING WORK AND �IAlERIALS SHALL MEET THE REQU�IENTS OF Tl# LAIEST
EDi11qr5 OF ?FIE LOCAL PUJ�IBING CODE. UWESS OIHERYMSE REGUIRm BY THE DEPT. - A CLEAR FLOOR SPACE 30' WIDE HY 48' LONG 9iALL BE 5O1/Z' C.W. �c H.1� FOR PREP SINK 01Y AF.F. 4' ��
OF BUN.DIN6 AND SAFETY. PROHDm IN FRONT OF THE UVAlnRY TO ALLOW A FORWAROS
7.PLUMBNG CONTRACTOR SHAII FURNISH AND INSTALL ALL BACKFLOMf PROTECnON DEVICES APPR011CH. SUCH �XEJ1R FLOOR SPACE SHALL ADJOIN OR OVERUP OB 1/2' C.W � H.W. FOR I�IOP SINf • 38' A.F.f.
RECUIRED BY ANGQJC�S HAVING JURISDIC110N. AN ACCESSIBLE ROUlE AND SHALL EXTFND INTO IUrEE AND TOE
SPACE UNOEf'tNEATH THE UIVATORY. 7�1/Y C.W. dc 3/4' H.W. DOWN S/S MECHANICAL CHASE FOR DUAL PREP L1NE
B.PLt�1�NG CONTRACTOR PROVIDES: CONDESATE DRAIN FRIM A/C UNfTS TO APPROVED
DRAfN PaINT� CVY WAlER� GAS PIPING TO UNITS AND FlNAL CONNECTIONS. - HOT WATER AND ORAIN PIPES UNDER UVATORIES SHALL BE O8 2' GAS UNE WI1H GAS YtElEft AND LME 7� ATTIG
9.OBTAIN AND PAY FOR /W. PERI�ITS� F�ES AND INSPEC110NS REQIARED BY GOVERI�NNG
iNSUL.A1fD OR 0'THERWISE COVFRED. 1HERE SHALL 8E NO SFiARP O9 1' GAS L�IE FOR WATER FEAIFR. 125,000 BTU/H.
��.�� OR I1BRA9VE SURFACES UNDER UVATORIES.
tO.DOw1ESTIC WAlER PIPING: ABOVE GROUND COPPER TYPE "L'. 8E1.OW GROUI� OUTSIDE - FAUCET CONTROLS AND OPQtA11NG IAECHMIISI�IS SHAl1 BE OPERABLE 1Q 1 1/2' GAS L�IE DOMIN FR01�1 AT11C TO COOK UNE '
OF BUIIDING TYPE 'K'. WITN ONE HAND AND SHALL NOT REpU1RE 11GHT GRASPWG,
11.GAS PPN�K�. �ISIDE BUIIDING ABOVE GROUND Sp�FDULE 40 �llq( S1EE1. PIPE. PINd�NG OR TIMSTING OF THE Y1�21ST. THE FORCE REQU�tED TD 11 VALVE �ITERLOdC IM1H HOOD F�E PROlECT10N SY51Ehll.
BELOW GROUND OU151DE OF BUA.DWG CLASS 315 SDR 13.5 GAS P�E. AC11VA7E TfiE OON7ROl.S SHALL BE NO GREAlER 1HAN 8 LBS/�T.
' LEVER OPQtA?ED, PUSH-TYPE AND ELECIRONICALLY CONTROLLED 12 1' GAS LINE SiUBOUT FOR RE1HEFt1►IOUZE7t. 110,000 BTU/H.
1290� PPI�I(� BELOW SLAB INSIOE BUIIDING, SERVICE WE]GHT COAlED CAST IRON . 1�ECHI1MSwIS ARE EXIWPLFS OF ACCEPTABLE DESIGNS. SE1F
I�18LE5S P�E AND FlTIINGS ABS SEWER PIPE IF APPROVED BY COOE. CL06NG VALVES ARE ALLOWED IF THE FAUCET'S REf�IAiN OPEN
13.00NOENSATE ORAIN PIPIN� COPPER TYPE 'M'. FOR AT LEAST 10 SECONDS. 13 1' GAS LWE S1IJBOUT FOR FR1�ER. 145�000 B1U/H. �
NAiH 3 4' CON�IEC110N 0 6' A.F.F.
t�INSUU7E DOIAESTIC HOT/COLD WATER PIRNG WI1H 1/Y TFNqCNESS AEROlUBE BY - MIRRORS SHALL 8E MOUNTED VNTH ?F� BOTi�I EDGE NOT �IORE 1-1/Z' GAS LNE U.T.R. FOR HVAC UNITS ON ROOF:
JOHNS-�IANWlE PIPE INSULATION. OR APPROVED EQU/11.. 1HAN 40' FROwI 1HE FLOOR.
15.ROOF M� DRNN PlPltd� ABOVE GROUND IN9DE BIALDNG �ULE 40 PIPE AS71►1 A120 14 SEE 6AS RISER DIAGRAII FOR B1U/H. 220.000 BTU�FI. INPUT
AND LONG SV�EP ELBOWS, UNDERGROUND INSIDE �JILDNG AND ?�0 FACE OF CURB COAIFD - LOCAIE HAND DRYER OPERIIBLE PARTS NOT I�tORE THAN 40' PROVIDE (2) 1' WAS7E WrES FOR BEVERAGE UMT TO �� � K ��
CAST MtQN HUBLE�.S PIPE AND FlTTINCS. FR01�1 THE FLOOR. 15 H.D.� 1' AIR CAP YM. d1DCt�D e'tt: AOP
16.REFER TO KtTCFIEN EQUIPI�NT (E�t) DRANANGS FOR PW1�191NG ROUGH-IN St�fDUlE - LOCATE TOItET TISS'UE DISPE�ISERS ON 1HE WALL WITHIN 12 OPR0IAOE 3/4 �1SATE UNE AFID 1/Y DRAIN WrE ���
MID FOR AD�710NAL WORK T�0 8E FURWSI�D AND MISTi�L1.ED BY PWMBING CONTR/1CTDR. OF 7HE FRONT FDGE OF ?FIE TOp.ET SEAT. • •
16 FOR ICE MACHNE T�D H.D.� 1' ANt GAP i�IN. �-L�
17.INSTALL SHUT-OFF VALVES ON ALI. H07 k OOLD WATER L11�S. ALL E)Q�OSED LINES T�0 - GRAg gAR� FASIENERS AND NOUNIING DEVICES SHALl. BE PROVIDE 1 1/Y WAS'iE UNE FOR DUAL PREP UNE Tn �W
BE CHROIrIE PU?ED. DE9GNED FOR 250 LB/LI�AR FT. lOAD. �� F.S� 1' AIR CAP MM.
18.ALL DRAW WA7ER M� GAS UNES SHALL BE KEPT 11GHT 7� THE UNDERS�E Of C���B
' PROVIDE 3/4' CONDENSATE LJNE FROM COOIER
EQUIPYENT AND SECURED IN PUCE. 18
EVAPORA'InR COIL TO F S. �I08 N��YBER
19.ALL DRNN L1NES FR061 SERIANG LN� in BE P�ED SEPARAlEl.Y T�0 FLOOR SINK. O2' WDIRECT WASiE CONNEC110N FOR PREP S�JI( (S-3) SHALL BE
� 2�.TFIE EQtAP1�ENT ROUGH-INS AS SHOWN ARE AOCURAIE TO THE BEST OF OUR IWOWI.EDGE . 19 51�1H �3613 DRIP FUNI�1 'TO F.S (OR APPROVAL EGUAL�.
� HOMIEVER. IN SOAIE MlSTANCES� 1HE OMMER OR SUPPUER �iAY SUBSTIIUTE OR THE
�.. EQUIP��ENT ITEi�I IdAY VARY FR061 YNiAT IS SHOMAd. TF�ORE� 7F� CONTRACTOR SHALL Q n3/4' GAS L1NE STUBOUT FOR GPoLLE 40.000 B1U/li. DAlE
� VERIFY Al1 CRIIICAL OIYFN90NS YM1H THE OMNJER PRIOR TO t�NS"tRUC110N. FAIIURE U q l�
OF 7HE CON7RAC'InR TO VERIFY THESE dl�]r90NS SH/W. PlJ10E 1HE R�SPON9BpJTY �_ � ` _� /
� �. FOR ANY StJBSEQUENT RELOCA710N DqiEC7LY ON TFIE OONIRACTOR. � S H E E T N 0 T E S �,,�
� �� � 0 21.IN1ERIOR (#tEASE iRIIP Ti0 BE INSTAIlm �ILY IF Ml D(1FRIOR i�A� 1RAP IS NOT
0 e�* TD BE PROVIDED. SEE SITE PL.API.
^ •�� 22REFER TO H-1 �C M SHEETS FOR HVAC AND HOOD PLUYBMIG REGIJIR�ENTS. P 1
o��e �.�. �NS ��. � �o�� ,�TM �-,��. P L U M B I N G P LA N �� ��4' � �'-�' o� Z
�
�
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FULL SIZE f�IPE �
�• I� 4ENT TO \
��UNKMI ATi�IQ�PifRE
�
! / ���SHUT-OFl= COPPER
(GA7E VALVE) CONO�ENSATE
� DRA�J. �,\
, i1 �
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t
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, � � � �, �� i� �
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.
PD1�5 NC1T TO SCAI� F'D20C� ���T �� ��
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----------.----. ----------- — -------------.-- —
,
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NOTE: ALL FLUOR SINI<S ��US'� BE FLUSH � t �
WI1��H THE �LO()R ��S SHOY'lN E�ELOW � � `
� � � �
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/ /''"-'�' FlLL WI1H j �� �
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�o ����7�Ya r■���� '
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PD106 N07 TO SCALc F'D103 NOT TO St:ALE
----------------- --�-- -------- - ---------------------- - 3• v�rR z:
Pv10 I �� T TRAF� & N ��T . C� AS D f- LO �� F� S I N K B � �=
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SYMBOLS ! ABBREII' DE�CRIPTION I `� �-- f�
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— � S OF2 W 501L OR VI'ASETE � �\ 2' �) --
-- G i G �GAS ' `�
v \�
--— �_ C1N �^OLD WATLR �� �� � � �� z_ f—
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---- � HIN IHOT 'AfATER C� � 2• � �- I � ,\ 1�..!
�� • � � � �t 2� . ��
— � H.'NR I-14T WATEft REIURN � .3 ✓T�, / J \ �
-rt— � 3• I � � Z• � � •� EXISTING _�
� K '3ANITARY '�IEIVT < �
� � � 4�' � 3' / � 4' SAN, SEWER _1
--SO ; S.D. 'STOIt� ORpJN AE30VE GftADt (RG4F DI2AINS) �� I � �� .:3' 3� � % � ,
? � z• �� � � z• .�2. ( � � � � , a.
----CD C.I� �.ON0I=NSA1�'E DRAIN
-±— '�! . � �� �� �, 3� � \ �� �
�— , I'CO/COTG 1=LOOFt CLEANOUT OR CLE/tiNOU"� TO GRADE � c�j• I �� ��� 4 ,� �� \ �
I�-- ; WGO 'NALL CLEA�NOUI' � � � /� �� � �i• (� ` '
-}-- j lill HOSE BIBB � \ � � ( I 2� /�_ � \
� �,. � ` •3� �
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—DG— I S.QY. 'SHUT• OFF GATE VALVE �4 �✓� S I' � � I I ����� �
.3 �
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! Y.E�. YARD BOX � � ' � J
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, V.GA. VITRIFlED CLAY PII'E I
� Cl. ��AST IRON � \ � ��
; ACP �AS�iTOS CF�IEIVT PII�E � �\
�(N} iNEW � \
_t— � ,��
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Fl�. 1100� DRAIN 4' SAP�, SEW1=R
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; OFD �VERFLOW ORAIN �_ `� ��� � ��. ` � � � �
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� 2
, ' � D' f�TY SUFPL� INST�! iTrM MANI�ACTURER & hGDEt NC CW NW GAS ORAIN ELECTRlCA� REMAf'tKS . +�+ �
� ' E QC G(' i B �B .riC
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� i 2 I _ � NOTE• � °Io i4 � �
I
I 3 2 S E T S A F E O N T O P O F ,�-----t.� -l-+ � ;
I � � 4 ' 3 FLOOR TILE DfSTANCE _�� 0 � p '-�
� S 5 BOTTOhi�OFSCOlA�1TE�R TO ,�N � 53 `'� `�. U � `�
b __
t � � BE VE RAGE UN I T 1�E1�1 Go � � °_ ~--°��`..`_---�. ,''�--�� -- -� BE 2' -7 1/2" '-;t-- � _r � FA e oF = O ,
� _ _ .--- �.0. ...-- � � ,
� R /� I, r�. I-I o5E 115 1 roo 3 t't'' ;i ,�_ �° -. � W, . Fr��+.r�t� � (� L M
.,.� f a y �t +� c''
/ DrzAIN t�+•cK'Ib IGE'Mpc,t�{,FLR,g��K 7 _, SAFE TO BE IWCH�tEO
� �� __ �� 8 ' TO FLOOR BY hfR � F� _ �' I V `� �
8 1 � � BUi.l E T I N BOARO - 36" x 48" w � � -.�- I 3�
9 ;-�.,�� � �,.� �
9 � "�_`� _ 1� qCv 22 � ,� _
10 � � � GoFFEE W/�RMER P�LOONIFIE�o 120Vr2GY Y�l�'I`� _ � GARY SAFE � 2� �g � 8� 1°I gl 3°i �rr31`.��.t"� 4q _ � r
�� � O CAN CART FABRICATED �� ATT�k DIANA DUMJ 85 9 U O
, t 213)376-3418 '��'�;
12 � CAN OPENER EULl11� •2 . � e„� � 2o c,7 y, -- �.$ � � � N
�� �L PR CASN DRAHER BRACKETS �� S�E ' `�wd '}- *"
4 � � � CL OCK ATT�k JERRY RENFRO �, ~` Ex a u�-r +�a�r� � ° �
hqUNTED UNDER COUNTER 13 I -' I r/F�`' G °� t° � O
5 t � � COF F EE BRE I�ER -_�.,.-°R---�`-°�- '-� P'J��MFI E L� _ I20 v I f'� 1 ••��� ��� .rt s -
� C l 213)724-5880 ` '�� 83 '° 4!� ;� = C � �
�6 � � � 1 C O N P A R T h f N TF+S I 1�( 3�-4'� L O N G �� t F A B R I CATED 1/2" 1�2' 2" � O + � v�R I EX G �' ';"'� m U �
1 � S I 1 F E �� � LvGn.�vN o� �XH, � � � C 'C
1 7 1 � � 3 COhPARThENT=S I M( Q,!3'� L�JG �" FABR I CATED ( 3)1/L" ( 3) 1/2" ( 312" 1 N '�' a3 � 4 �+von � �N,�FT-HVA� �L �
WITH GOOSENECK FAIICET/SPRAY
18 1 SET � CONPU ER REGIS�R SYSTEM `" P 0 S ( hAN1s►�?�IIG '15 � 3 REG ,� CASH DRWtS , 1 Tlhf ClK , 1 PRINTERS,3MONiTORS 1 82 �� 31 2� q2 �. � �UP� To NoTIF`�' '� .� �. �
19 � O � COOLER 6' -9 1/2" x 12' -b 1/2",REt�fOTE COND {ROOF) � KoL�,p.G - UNfT I� q'-q ' HIC�H 2O8V/3B/20A p�El IZED uNIT-F IELD ERECTED � � 34 �RGH, OF coNPLic . � L -
W �TI2Uc?URE�E L.
(]UARRY T I L E TO BE 2? � O
20 � �f � � �1 '� I APTER VI�ITIN� �ITE c�S � � V *
� COOLER DOOR CURTAIN �.w� `��e----°�--�'°" CONT UNDER SAFE � / �
` 1i4. � � , p ; � g'3 IF GD�IFLIG? EXI�TS � � 'V ' O C
9 �
2� �I _ CORNER GUAROS FABRICATED FIEL� VE�¢.IFY LENG?t} 21
22 1 t�E�Ic G�N'T R,"T'ol�- �L?•�. LA M, F ABR I CATED 22 i I � . 12 � ��... 2 � N
� .�,.�, . — , ��,�-_�.,_, � ,.°�-,�_.p�`� � � � �
23 � �EFZ�/ICE GoUNTEI¢ - Gole�lAN GU�OM PAP�RIC,ATE y�IITH GA7E UN�E ANp LIF7 TOI° PAP�RIG�•?o�? PI@�V, �I 23 t- -t � q'� . �""��` - � � �
24 _
2 cHa i Rs � � � 4° C� o� � �
26 � P.�TTI.E� '
.� V =
�,G, Rov. IN�TALL�F�, iN 2 55 54 83 � ° �1
27 � g�' � � !�ELdINC� - r°I,Ah?- Lp.M, CU�T01�1 F/�,f7i¢IC.1-rEr.� Z �
28 1 G�T � • �HELVING- pL�ST, LP�►M. GUSTt�M F/�,P�►¢IC✓�TEr7 28 �Ioll
9 1 MINI - DU11L PREP L I�E FABRICATED I-1 � 1!2` /4" 1" 8Qj
3 _ safe detail t- �
30 � -
3� 2 DROP SAFES
3 0 �---+ o
31 ` �Ic�a�G_ GoRIA� GN?2, �t ,� ����� ,�
2 1 • • WA?EI� HE�'TEtz WAI.L �tvUNT vol.f.►�l'� otz EqiJAL 3 ^ j' �� �~TOi�OVER 3/4' EXTERIOR 2�
3 I°�� � � °.�HE� � (°Lf�TIG LbM. Gl1�OM FAP�RIG�'rEt� 3
34 1 � E�U11ST HOOD - 5�E NotG 'E' �E�v►.� FABRICATED- 4' -2' X ro=0'� Hc�n MEEr l.LSTAT l.ocAl, co►��. N�F/U.�, I,l•►'�El,- �E-I�1r�E FoR AN�UI� 34 2. r5. GRAD� Ptrir00D(2L1�.�(FR�� °
I G� � • �}�IELVI�CT( pIA�IG I./�M, GIJ�t�I FA�r�tl�?E�a v --
1�0 �
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, 3b 1 F t L E CAB I NET 3 t 2)2X4 I�DOD Pl ATE ----�._ 2 �� ��� ` / C � 2X4 CONT 1 NUOUS 23 3 31
37 2 F I RE E XT 1 F1GU I SHER 20� 2A 40BC RAT I NG 3� �
3� 3S �g 4� C� p
3 ' - - -- -- --- � cn �`-, I ; y/`
8 1 $ET F IRE SI�PRESSIOtV SYSTEM ANSIA R-102 - I- 39 GoRiti.N �•�RON--_, __ _ - r--- -- -
39 � FIRST AIO KtT
40 � Q � F000 CFIOPPER MI�I KER y ,P �0 i �, . - - -- -- - �Got�11�N �r�r�v N N ' � - -- � . � 1� JA ES R. ,
� —� , �_�. _ �.i�.
- - - --- /
41 � � ' --- - A AWAY �
41 2X6 C.�'iNT INUOUS �� ��__ ; ,G C TU °R�VIDE TEhPOR/lRY �D�D I `� — � �_- �
2 � O O FRYER W/ CISTERS FRYMASTER M�H-5050-2 3/4" 120V�20A 145,000 BTU 4 - •---- ---t--- -------= BRACKET SUPPORTS UNT I L I N- -- —� � - �15�`� 1
� 43 1 � � �E"iNERMOI.IZER �ITco FR�,�t,t�To�e INc, t 2� 3�� Ilo c�o PTrU/ F�2 . �3 � �TALlATION OF SHELVING LEGS q.5 I�-2� ; i ��`
� ' 1/1"OIA X 3 1/2`lAG � � ��_ J
_ 44 1 � GohII�IMENT /�GK - 4� BCLTS AT 4' -0" 0 C ���i`- "�-- �g � t g� �'-;�01 S �`�`�
., 45 SE T _ • q2AB BARS. 36' & 42" BRE Y KRAUSE R E UA L _ _ SEF E I�E�/, 1 a 11 A 2 _ ,.,.e 45 ^ o � PROV i DE SN I t�lS IlS RE�' 0 F OR �i 1 �� -� �D AR�
46 1 �'���`� FA�BR I CATED ( � ��- � �/,� 2X8 W�1� BL OCK i Nu--1� ,�_ �NST pl l AT 1 DN OF CASH DRAI�E R � � � 4 I o � �
�. - R - .-4�000 BTU"`�. `.�;.,:...,f a = l 46 � �� � �..�i
47 1 • � P O,S, �TANV CIt�OM F/�P�IQIG/s?Eb $ �OWER �al.E 'r GEII�IN�a- 1 �EGI�'fE2 47 • ANJ BRACKETS ¢°p �
48 MM1D DRYER / EIECTRiCAI / AUTO MDRLD ORYER rXAS/BOBRICK 120V/30A � CERJ►.Mic -rIL� ---- � F�2F' ovF R � I '11 ,
9 � HOT MMTER SYSTEM BI�W-O-MAT i C 1%1" 120V1'IOA 4 - � p t �B"Tl'�E"X' GYP 6RD ON �9 t
SO ,_ �.r, �,w_ h � � � _ �2X4 w00D SiUOS AT tb'0 C I I
51 1 ICE MACH IPE ; M I'Z E - �2 vo n�o"��N� : I �-}oZ}�I zAKI - 3/4" 50 �'GYP P7c`�----�_ I `-
52 � --- .- (1)1/1'.t1)3/4' '� 430 o I 2oA SEL� coly?AIN�r� UNI 51 ,-- - � t- i ' -- q3 5�
(��?EX 52 6"BULtNOSE TiIE BI�SE ! _ � � � i '� \.
53 • • P•LARM ��Yr?TEM - RF�1� t�ct��
I -----------, � - �2 :o j
54 1 Q KNIFE BOX 53 -- -y ' ,'
KN I FE St�ARPEt�R S�` 1/1' D I A M�CHOR 4Gl TS �-�� �o
'� ' IS 4�
5 1 S5 AT 4' -0" 0 C (BY G C )-�_ " ,�= '
56 15E� � � HPS�ITALi'tY LINF �EL?t?p.G 5 -----.__ _..,_�►
� 1 T LOCKERS(12l, 1 C011T LOCKER REPUBL IC STEEL a'� ` � �
5
8 5 '� c' �' L__� Z
9 L • MIRROR - 16X20 GIPCO �1-711 MirlrzolzATKrz �ERAn/k2Eq' S service counter detail � W
1 • !UP RACK POMERS F I AT o 2 E c.�uP•L 6 4, " Z
1 1 • hOP S I 1�!( POME RS F I AT 24' X 24" 1/2" 1/7' 3- 61 �u"�'O� � �
2 - -
3 _ _ b2 � ._ a.
1 o Q ONION DICER ' J
63 �7F � t� `VArzi� = a
, 5 �E • • MENU �Dr�Rv 2 ��T� �P�µEll-� Ep.� �VER�RITE SEE NOTE 'C' '
�SGG-� -�EE �FT/�IL Co- 1 65
GERAMIC TILE �E� la I O �
� - N , .. - - - - - - - - - - W
7 � P i PE FIMGERS-3/�'m SEE NOTE "B' 67 Co R i P�N 'To Pi ,G t�'sE �
A fliTIA hEITERS ( nvU��.� uNtT P�•�.ANTUN � co. T�i�- 2�zrt 2og�22o 2qvvA _ SEE NOTE "D" bg ANr� �1°LA�F� _ �_ �
9 �j IA --1'�('!.E PX� �I v E5 69 1 X2 HARDMAOD �
0 � • • ��N►� - lll° CvUNTEte GU�TOM Fi�,P���c.o.-f�� INGLU�C� TRAr�N E1�lGL . 70 � PIASTIC •
F RONT F RAhf
1 1 � � G,s.t�j1NET� GU�oA1 P/��R1C�T�� �� LNIINATE � u� m e n t I a n
� 72 3/4' PL YY�D SFk L F �I y
3 � W/ EQGEBANO • %4
� \�
2 SOAP D{SPENSER-S i N( hOUNT IIP£R I CMI STl�l�p.�_4�03._Q29 Q02
��` OPEN —�
� iX2 CONT tEDGER BACK a�,go►�s
6 1 SIAG I N6 Sif L VES NA?GO '�q' W X 1 q�Q;'v .' - PL UG TO DUl1l L I NE 120V OUTI ET 76 ° � � ,�� �+ ��
1 SAfE C ►�RN oU'T '(IM� r�EL/� FE`r>E , Il� �- E t
hWOR SAFE C4 - � SET IN PLACE BY SHIPPER 77 1X2 S!#lF SUPPORT ,;,� -� ��' ��w� �� �f F �'�� � ,
8 2 • SERVICE CHASE GU OM FA1�lelc/�'�Ev 5 Gj @ MUL[ IOh'S ,�, ;fs. �i E� �'`� �� �`�' �'' �'
78
2"Xt 2'/ZOGA
79 • 2X� STIAS 16 2X� Klq(ER @ L8'
0 �
1 1 LOT Q SIfIVES / CORTED WIRE gp /4" PLY1,0 SH�IF �
,, 0 C CONJECT D ~�°�� a":S��F�TIE"�' �r� y
8 BTM W/E(�E BAN[l� Q
2 1 ` h£TRO 81
O �`�S / �l / N'� �� TO ROOF ST T �S 2 \ 2X4 A10 ACRUSS
3 1 LOT Q SF�LVES / FREE STANDING / WIRE METRO � PATtCIE BD DOORSS« �_ � � � BOTT CFIORD �
4 83 8 Cl OSURE PANEI S W/ E-- 2X6 BASE ---� � TE---•---------------- N
.._...._r_._ _,___...-----==---- .y
Pl AST I C L AH Otv �
85 1 v Q O SYRI� Aq( / BI1G-lN-A-BOX��.. , ` �-- - 8S FRONT. BACK 8 EDGES e
_�� 6 " t'�RIt�tK I'���PENh R�== G!E'�OI�..�GOUNTEI2,,.� gb
7 NOTE PROVlDE TI� FOIIOWING CIiROrf HAROWARE FOQ EACH SERVING �-
2 TACO STORAGE C�B I I�T FABR I CATED � CAB 1 t�T DOOR 2 EA STMI EY 1588 H I NGE S 1 EA C�G r- - CONT 2X4 9L KG �
89 1 T I hE CARD RAC!( 9
STAI�EY 4482 KNOB 1 EA STANLEY SP35 CATCN �HANGING BRACKET �
0 1 T IM£R q� C�R�?I ,- M�1NTE0 ON CONT v�i ,
1 1 � o IeEG.T�IL�T I�AI�EIZ �jAN�, NAI�KIN I�i�P �jo�21c1< I�j-3d°I OtZ E utiL
a' 91 - � KI1CtEN ClG 2X6 OVER '
2 , �for���ni�EhSER-SURFACE MUNTED �, ,�,� �� C IJI�L 92 _� a s e w o r k d e t a i I -° ���,� ��T 2X4 �
;�
3 L • � coa-f Mcr�r� A J oR EQU/S 93 �� In I��o� a I N
. ,
�` Sl1PPl IED MD INSTALLED BY G C 94 � ��, 5/8' GYP B� V�AI� hl/ F r�OVG 2 `t -
� � Q MDRK TABLE 24 X 30 W/ CASIERS FABRICATED PROVIOE BlOCK1NG iN WALI FOR 9S � �, "' IOCATE BIKG ,� REII'0 � a a a Q a
6 15ET � � �N��v�NU P�ay, l.hr�,� cu�ToM Fj�•v��ic,�s'r�v BRACKETS- �
96 ', N TO hWTCH L AGBOL T HOl E S
5/8' � 12�
� 4 1 i��' ��� CONT 2-2X4 �EC7cE0Yer J R N
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� 4'-0' 0 C�t?L.p�LL E p �URF,) ��a� TYGE
� , , 5is' Grn B� � I N - L I N�
- =�' N ' �' N E I.�I
°?� GF2. ,,15, ; ___� CGNT 2X� � G01JCE1°T�
:o '�1L'� � ,
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NOTE : �, ;
- : � �a ra�6EA
; A ALTERNATE APPROVED CONCESStON SERVICE UNITS � ONION �JICER TO BE INSTALIED ON CUTTING E Hoop MANtJFACT�RE� Tv I�ieo��%�E p.LL ■ �3 � 2Co
R������ ����� ����u���°�� �T�, m e n u b o a r d d e t a � i
MAY BE FURNISFED BOARD (SUPPIIEb BY T B f BY G C WITH 1 E �
�" X •10 ROUND HEAD SCREW IN EACH CORNER
a PROVIDE 2X6 BETMEEN R0� hEhBERS WITH 2 TO BIOCKING IN WALL , 3�,�,�� o�TE
1 %" X 3" LAG B�TS TO �ACH ROOF hEhBER p TtiF , C IS TG lNSTAII Tt� PIZZA OYENS BY
� •2�- °�4
EXTEND � "m PIPE TM2U 2X6 AND PROV�DE
NUT AT EACH SIDE OF 2X6 EXTEt� �" PIPE SETTING THEM fN PtACE, f�ANECTING TNE W4TER
36' BEIOW CEII ING. G.G, 'CO VErzIFY l 1NE , Pll1('GIt�G IN70 EIECTRICAL RfCEPTACLES
�E E T NLMIBE P
- �1�7}� oI°ErZATioN� PjEFr�t'ZE IWD INSTPIL IN6 THE FlEXI6LE �tAlh FR[J�1 TF� .
ItJG1TALLA.TIoN OF JdIPE� OVEN TO Ti-� DRA1N lNSIDE TNE PREP UNiT � � �
r' EQU IPMENT PLAN
Jl.l-�C.: I ��.� = 1 r_Ow
- - 'h•�°�-q4 I��ll�r�, oW�IErZ � I�F�.Jr�c_�Z'� �Et21�liTTIN�
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