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HomeMy WebLinkAbout1550 VALLEY VISTA DR (3)� - — � - � South Co�st Air Quality Management�District Page� , .�` 21865 Copley Drive, Diamond Bar, CA 917G5-4178 Permit Na. ' " ' �' � ^ PERMIT TO OPERATE nmrss�ios y..� �.£ iA$�q s v.��r{s���r � Y-l� i ''€: - " - .fi.,.d"1 � F � a�(.W t'�z�A� 2 k'�4 CI��,� � ��� 7s�i xi z�f }a� x rt} "���f�.,� � U-� t�'`, ,� �115�1i�131�is�?P a � � 1 4ac a s rt ti�5 n � ��� i ��:w � r� `�1��]8�b��lll���� , � � 4 ys r5.< r1s '. .. .. - . ` Y = . t 1 �{ . ` .� . ;t(1 ��� �r���tct ;ti z�s� , � d $ _ k £...,����,:.��>..i�k-.�S�.��`�'�� �3L�[ F�. . . a �5:. ,� � �'' �'S' ��#z,.,x s���z 1 _ ,.xf �� LegalOwner ID 175985 . or Operator: CALIBER CONSTRUCTION,INC.DBA VINCENT H 240 N ORANGE AVE BREA,CA 92821-4026 Equipment Location: I550 VALLEY VI5TA DR,DIAMOND BAR,CA 91765-3929 Equipment Description : INTERNAL COMBUSTION ENGINE,IVECO S.P.A.,4 CYLINDER,TURBOCHARGED,AFTERCOOLED, MODEL F4GE9485A*J, l31 BHP,DIESEL FUELED,DWVING AN EMERGBNCY ELECTWCAL GENERATOR.' Conditions • 1. OPERATION OF THIS EQUIPMENT SHALL BE CONDUCTED IN ACGORDANCE WIT�i ALL DATA � AND SPECIFICATIONS SUBMITTED WITH THE APPLICATION UNDER WHICH-THIS PERMIT IS ISSUED UNLESS OTHERWISE NOTED BELOW. 2. TH1S EQUIPMENT SHA.LL BE PROPERLY MAINTAINED AND KEPT IN GOOD OPERATING CONDITION AT ALL TIMES. 3. A NON-RESETTABLE TOTALIZING TIMER SHALL BE INSTALLED AND MAINTAINED TO INDICATE THE ENGINE ELAPSED OPERATING TIME. ' 4. THI5 ENGINE SHALL NOT OPERATE MORE THAN 200 HOURS IN ANY ONE YEAR,WHICH ' INCLUDES NO MORE THAN 50 HOURS IN ANY ONE YEAR POR MAINTENANCE AND TESTjNG � •�PURPQSES. 5. AN ENGiNE OPERATING LOG OF ENGINE OPERATIONS SHALL BE KEPT.AND MAINTAINED DOCUMENTING THE TOTAL TIME THE ENGINE IS OPERATED EACH MONTH AND THE SPECIFIC � REASON FOR OPERATION SUCH AS: A. EMERGENCY USE B. . MAINTENANCE AND TESTING • _ C. OTHER(BE,SPECIFIC) IN ADDITION,FOR EACH TIME THE ENGINE IS MANUALLY STARTBD,THE LOG SHALL INCLUDE THE DATE OF ENGINE OPERATION,THE SPECIFIC REASON FOR OPERATiON,AND THE TOTALIZING HOUR METER READING(IN HOURS AND TENTHS OF HOURS)AT THE BEGINNING AND THE END OF THE OPERATION. " ORIGINAL • � � . � South Coast Air uali}�� Mana ement-District page Z I � Q `.� a� Permit No. .:... 21865 Copley Drive, Diamond Bar, CA 91765-4178 G28019 � ;�, ' � : 5 PERMIT TO OPERATE anv ss�ios � � �;t i t�;f £ x t�A.t° ,(�I�EufFl�.�f.,i Tsy�-i�fi� ' z` . '�' - ¢�-,' �.`� �";�', � '...��F `� � YEr�y"�.F '�S� �[ �Y° �,�YP�x C1�/�i�;{��.�3��rt s:ayPt'�l��"f,.��tY �Yf��+,��4Y� ` n ' �* t., 'z°� T� '��r4��'r z y.y z'�3-�r,,.t,arv, j+3 S�f� ; f}�YJ�k�F�r � Ifr VL 42 YF 3 i i�nl '�Yfi, 4 3 ��r 5 /Y �:x �� sfr,rt aK��.� i . t� H. �f . . r"'" � WJ g . �' 4 1 � �.� C�'�Ps k r �G j ��a o-t Z S'�^�z;s < it ¢ �'ss .,a .p.rr�''�r,�'•�n,�''��"�c �''�',�y�.- S f i�z 'fi'� ✓' �5�,�� F 't'���jr�` 4�`(�,{tr -�;�f��`�'��� �� .F [ ' � `g� ���s�9����,r �'i;��i t�(a^r�,�"�} � `�Fr�, it � f. ,.3, a�� {,�a' �{ G�I' g � � ` St uM , '#ri, m.��tri'�S�'i� G � �i'3� },ry� 4-"�[S x'�, t a : 4 z-jr "s;. � �.r�fi , �,,r��-,x3C��7 � � ' S�; i��,�#,�. f�!, t�+� ��., s� � �t�a S^t�!,�",��n� a[, .��r s � ,�`� r � �'`� .., -. w i va _3,_� e.„.A4••lt�.��P S�Us fl.�:.'. k�#�f.f, t.d;�_ A H ;:� ,rl;r�. �`f>n.�.:i.�s„ „}o.e7R.,,.s�;is's:*?�v`��,ti'i.,� T�,1.,,'�:y � i .�E '�?�=� ✓ r:l�;sa ��L?� �v.t};...3 ns� 1 , 6. ON OR BEPORE JANUARY ISTH OF EACH YEAR,THE OPERATOR SHALL RECORD IN THE ENGINE OPERATING LOG: • A. THE TOTAL HOURS OF ENGINE OPERATION FOR THE PREVIOUS CALENDAR YEAR,AND B. THE TOTAL HOURS OF ENGINE OPERATION FOR MAINTENANCE AND TESTING FOR THE PREVIOUS CALENDAR YEAR. �7. ENGINE OPERATION LOG(S)SHALL BE RETAINED ON SITE FOR A MINIMUM OF THREE CALENDAR YEARS AND SHALL BE MADE AVAILABLE TO THE EXECUTNE OFFICER OR REPRESENTATIVE UPdN REQUEST. 8: OPERATION BEYOND THE 50 HOURS PER YEAR ALLOTTED FOR ENGINE IvIAINTENANCE AND TESTING SHALL BE ALLOWED ONLY IN THE BVENT OF A LOSS OF GRID POWER OR UP TO 30 M3NUTES PRIOR TO A ROTATING OUTAGE,PROVIDED THAT: (A)THE UTILITY DISTRIBUTION COMPANY HAS ORDERED ROTATING OUTAGES IN THE CONTROL AREA WHERE THE ENGINB 1S LOCATED OR HAS INDICATED THAT IT EXPECTS TlJ ISSUE SUCH AN ORDER AT A CERTAIN TIME;AND(B)THE ENGINE IS LOCAT`ED IN A UTILITY SERVICE BLOCK THAT IS SUBJECT TO THE ROTATING OUTAGE'. ENGINE OPERATION SHALL BE TERMINATED IMMEDiATELY AFTER THE UTILITY DISTRIBUTION COMPANY ADVISES THAT A ROTATING OUTAGE 1S NO LONGER IMMINENT OR IN EFFEeT: � 9. THIS ENGINE.SHALL COMPLY WITH THE APPLICABLE REQUIREMEN�'S OF RULES 431.2, 1470 AND . l 472. , ` " ORIGINAL South Co�st Air Quality.Management District pa�e3 21865 Copley Drive, Diamond Bar, CA 917G5-4178 Ptrmit No. �� ' " ' � PERMIT TO OPERATE nnv s5nos 7��"('�*��m �°� r t r�r��+�$�r���p�-�E���3�w��{Ji-rA��`£�Nf t�•, �,t . . :s- 4�. . 'r ny ;i ' -� �,'�5�,.: � :s[`d . t �{�. ��� �� s �� �'�,,,rl4 A � a`�'2`*7 '� ' s. .� .c' . ��`, . ,"� 2 ! sR '. �x}��0�_g��f 3�i��ci kisy����S���Yr���� � x..:�'�. _ � ~��!� �,�'; (s�43`'�` TT'?3"3���xt v',�'&L , +1 t �a� .� �r���' �a�' a �, �. .a } a ..,;� t'`��#��rra� ��Cj�t�y,� "�',, � ����r i . � � .,:k+ .,:t a�rh� .a'��,� �'��, �'� �X � gp,� �F., � � r R 3� `'�� �g �.. � x . �Ky€t� �,,�p Js� OI��''. s o s •., i 1 r :rnr 15y p�f�r aF�- y� i �' - :� a�.:,��r,� �. '��, s,... 3 Yh ,.C` g �{�� �� ry...k�' ° -'�"4'n��,�h .M,�'� n ��,i�i "d � ,A.��j. d 3.Y�`.'dr;�.'y ��y��t1 1�i ;��` � �lY ,:�,' f� . y .;:r S� 5 :�.�, c4�k� 1143� .#'�n; q lr ,,� � =u�.'� - ,y,,, .:.� � �t } -,�7�, a'��k�4�i�t`.. ::.+'3a74��'k.;d'`k._ .�'r,�.i",u�� ,M,.,. .,�. �; :.1��a.y7'Fi`�� ,tk��{,„,'z�s-�'`'i. � ,{:'-c,r 'P'jt i �i.'"y�� a�{F�:u �.0 i, s-�� .ez�:t-._, c LY��V. '�r�'�4�l �i�...�sRv.r- .��?i`d,•�. ;� a µ�:.r4 .'`�s,rt f i-a��.J �� .� s`-1`�r, -sarn ,.���� e 5r��. t � .�'.,''�5 '`r, �.�„'it ...� . -< .,._,�,..e , �.'ae tiwa��_lit��•x) 4,,.. �� -�, b ..e,. .>? c� 1 .�,� , �;.L=., �r;:aF ..y�.r.��.r rc,.tZ�k'F'q��r'4i� ,:fr��_:�.�',��J:�r'�-". � fi��,� �r�c��.,�[?'yr?>�' .:;1�1';.�}r�< '�T ��t i=E NOTICE 1N ACCORDANCE WITH RULE 206,THIS PERMIT TO OPERATE OR COPY SHALL BE POSTED ON OR WITHIN 8 METERS OF THE EQUIPMENT. THIS PERMIT DOES NOT AUTHORIZE THE EMISSION OF AIR CONTAMINANTS IN EXCESS OF THOSE ALLOWED BY DIVISION 26 OF THE HEALTH AND SAFETY CODE OF THE STATE OF CALIFORNIA OR Tf-IE RULES OF THE AIR QUALITY MANAGEMENT DISTRICT. THIS PERMIT CANNOT BE CONSIDERED AS PERMISSION TO VIOLATE EXISTING LAWS, ORDINANCES, REGULATIONS OR STATUTES OF OTHER GOVERNMENT AGENCIES. EXECUTIVE OFFICER ��9��� � � By Dorris M.Bailey/WCO1 . 10/29I2013 ORIGINAL a . i . , __..,. .,. __. . .......... . . �i ���� �r����� � � � � ���� ���� � � �esco Elect�lc � �� r�- � � ,� ,,k� � � ��� ��� �' ��� � _ Y3 � � � n::!t �g9':t��5"�� � .,�,y1t' ��. � ��� VI�A T.I. aq h �'�", K �, 'r � � ,, �� ��a '��.`" �� . a�' x�� � . . b���zi�'� '� �R Diesel Genset ��� M� �`� ... ��ln �'. _ r� . 1� �� ,.n}�. ���� 3 , \ . . � . , y�_F k���' 3�A . , � � 4� , �t� ' �„���r,; �,��:� . . �`'�"��'���?���i,�� �� .����re�a, � � P� �'� �'�i ,'�� � � � � � � ��� � � �� ¢�3,y����,�f�w.`"e.y��,. 1 r �n ��� { ♦ � �s �, ���" �y� �?� ����r�A�=�s� � _ �£�`J>&�„ ..,., ,,.w,.. . : _ _ _ , ` �� � � �� ���� . ��' ,$,'s a r . �p_F, �4 P��- � ;�� 1- 80 kW Emergency Generator Set �q��� � I �"`�� ` 1- 150 Amp Automatic Transfer switch ��� �,����, �3 8.��'S`��j�� � ��� � i� � �.: � � °4��^ 'J a � � ' _. . �:,� ��.y�« � ��. � 3i�d: '� 4�t,�� �" t,.�.. � � ��� � � ��.Xt . � � �t!`s����°r�_ „°`� � , � :i.�a a-.'- ."` , . a�r 4: :�i!" � ' . ' ,� � �C.+c . . . �� ��- ,r Q ;g��r �'� � ,� :c `'�G • . � � � �� � � ;� � � , ��� n� �K . ����� ���. � e : : a> � �.. . ,._._ a..:�. .-_..,.� �_ . � -� � ���G -- 8089 Cherry Ave. � � � Fontana, CA 92336 .� .•�t,��� ��`.���,��'��,, � ' ' Phone (909) 428-3400 _G .� �... � FAX (909) 428-9620 t t � , . .. .:�:�,,;Y. ��� ���x ��' ' � u�:. r�,Y�1t � _...�,.. ._,..k � .,.x���.� ��� :: , M u�� � 3z t ep,,,,,��ry ,[ y� , ^y £• :} ' - ' . :�'�a"��t ,�'�' �4J�L!i k i�'-���$4..e`.�� i..�� w��..������� 7�,� ' ' . P#° fl � ��� Generac Power Systems certifies that the products we manufacture � 5, ., have been built and tested in accordance with strict internal and �� Y external standards for quality. Our quality management system has ��� been registered with the internationally recognized ISO 9001 :2008 °'��' standard and our products comply with external standards that , � � ' ���, �-���� include, but are not limited to CSA, NEMA, EGSA, ISO and UL. � , � ���� - � The Generac Quality.M,anagement System (GQMS) ensures the ' �,� highest standards of quality at every level of production, from raw materials to the finished product. This includes receiving inspection, '�� t� ,����;3 in-process checks, product and process audits, testing, final ����� ':� inspections and shipping standard�s. � : �� � �� Tests of our products are performed in accordance with our internal � ��;r � �� � procedures and controlled through the GQMS to"ensure accuracy ' ��;��, and effectiveness. The testing process and product.desigr�s comply ;�r �y�;' with external standards which may include, but are not Eimited to: 1S0 ��. ���- 8528-5, ISO 3046, NFPA 99, NFPA 110, BS 5514, SAE J1349 and ��r���,"''; D I N 6271 . ,�� � �� <` { ��3ry��'.�.:' Generac Power Systems has over one million square feet of F y��,i ��� �;:: manufacturing space and over 2000 employees dedicated to ���', designing and manufacturing power generation equipment in our U��;' �� . multiple State of Wisconsin, USA factories. All of our installed and �, .. � mobile generators are built with pride by our skilled American ��� ' workforce to ensure our customers receive the quaiity that they ��� � expect from Generac. ��r_ =, � ,,� � �� � - - �F�y We are committed to producing quality:products for both our internal �� ` ' and external customers: We will continuously improve our processes �" �x ���� and diligently measure all aspects of our business. � � � _ � � M �( �A �� Daniel Waschow � � � � � 9 ' �f Ct,fg �� r ;� Vice President of Quality �� Generac Power Systems, Inc. }jY ��'r�� Waukesha, Wisconsin USA �; E � k 7➢'S�'��' ,� . � 0184520SSD 9/09 rev 03/12 �k�;., i r I IP, F ; �E� ERAC� �_�a�usTRi��. : W �� . . . _...��,�:�;�:� �� ��..�_������ � x • ���'������� �'��`_��'���� STATEMENT OF EXHAUST EMISSIONS ����'� 2013 FPT DIESEL FUELED GENERATOR w��.r_. ... __. ,_.. __ _ _.._ � � ------- ;� The measured emissions values provided here are proprietary to Generac and it's authorized dealers.This information may only be disseminated upon request,to regulatory governmental bodies for emissions permitting purposes or to specifying organizations as submittal data when expressly required by project specifications,and shall remain confidential and not open to public viewing.This information is not intended for compilation or sales purposes and may not be used as such,nor may it be reproduced without the expressed written permission of Generac Power Systems,Inc.The data provided shail not be meant to include information made public by Generac. Generator Model: SDO80 EPA Certificate Number: DFPXL06.7DG8-006 kWe Rating: 80 CARB Certificate Number: Not Appiicable Engine Family: DFPXL06.7DG6 SCAQMD CEP Number: 511714 Engine Model: F4GE9485A*1 Emission Standard Category: Tier 3 ' Rated Engine Power(BHP)*: 132 Certification Type: Stationary Emergency CI Fuel Consumption(gai/hr)*: 6.84 (40 CFR Part 60 Subpart I111) � Aspiration: Turbo/Aftercooled Rated RPM: 1800 *Engine Power and Fuel Consumption are declared by the Engine Manufacturer of Record and the U.S.EPA. Emissions based on engine power of specific Engine Model. (These values are actual composite weighted exhaust emissions results over the EPA 5-mode test cycle.) CO NOx+NMHC PM p,g 3,g 0.16 Grams/kW-hr p,7 2,g 0.12 Grams/bhp-hr •The stated values are actual exhaust emission test measurements obtained from an engine representative of the type described above. •Vatues based on S-mode testing are official data of record as submitted to regulatory agencies for certification purposes.Testing was conducted in accordance with prevailing EPA protocol,which is typically accepted by SCAQMD and other regional authorities. •No emissions values provided above are to be construed as guarantees of emission levels for any given Generac generator unit. •Generac Power Systems,Inc.reserves the right to revise this information without prior notice. •Consult state and local regulatory agencies for specific permitting requirements. , •The emission performance data supplied by the equipment manufacturer is only one element required toward I completion of the permitting and installation process.State and local regulations may vary on a case-by-case basis and local agencies must be consulted by the permit application/equipment owner prior to equipment purchase or installation.The data supplied herein by Generac Power Systems cannot be constr ued as a guarantee of installability of the generating set. »�.�.<..�..,�..,.,� ..M..w.,_. �,...��..�.»......�.....�..v,..:�,,�.�.�.,�.,,,,r�.,.�,-..�_,�,�...�._.w _..,.,.�.�.»,. >,�, �.,� Generac Power Systems,Inc •545 W29290 HWY.59,Waukesha,WI 53189•generac.com . G2013 Generac Pnwer Syztems,Inc All righ�s reserved.lll specifica�ions are subjer.�to change wichout notice.Rulletin 019Sa30S5D 1/09/]3 � r 9 � ��f��. Ir �'��y �y.0. V . �� �I i �(�� l IIliC,`.JS°°rR1AL. • �,..�.,.__....,��,....�.F����.�.�-»�r: � � �; ��x �a � � �� � � � � ��� Industrial Diesel Generator Set � � ��� �� x � , � _ ��� A �� � �� _ �.�f ��,.�.�� �m,,., �<� �.�.;� EPA Certifietl Stationary Emergeney � .._... a,,.. ... �.. ��.��_v..:..�:_r�.�..._:x,.��. ����� .�:x��.._x ,e ..<._�m�.<�,..,�� 2�.a�r:���....,��_,.,.� _�..�.,_ �.�. � _��<. �.� �� �� , , , � �.v .,a�H; ,. y��°�. �, � �.. � ' ,,. . .wF- � ,., ,a.., � . � _.. , ,� '� � Standby Power Rating � ; � � ��� � � _ � : � . e 10'OkVA; 80,kW 6QHz' � }' � :: � ° ; �. � �' *..� jV�I Y . ` � ,.,,,—_� ���� �� . � Prime Power Ratinq � � � 90kVA 72KW 60Hz � . Generater ima[JP.:Ised tOr iINS[rati0n pllrpo^,es onl•f EP�Cer�[died P�emF rati�g�s are no�t avail�bie in the U S.o kils�Ternto�ries tor e�ngine mod�el ye�r 2011 an�d be�yo�nd� �����` V �����`��� �������c4 � ���� �����i^.. ��a'�.������ . € � , , . . � Gener2tor Sel ._,,..__....,.,,...w....,_,.�...�.,.,,.,....,.�...a....,,.,»...._ „�...,�.._��....,..,.._� ..»,,......-., ._..,.,_,. �� ��� s PROTOTYPE&TORSIONALLY TESTED � PROVIDES A PROVEN UNIT ,J;` � - �"' �_ �i�. � e UL2200 TESTED. r ENSUFES A QUALITY PRODUCT � p—_i 0i I jl,---�f. `` - e RHINOCOAT PAINT SYSTEM � IMPROVES RESISTANCE TO ELEMENTS ' ° L ° ' � r WIDE RANGE OF ENCLOSURES AND TANKS � PfiOVI�ES A SINGLESOURCE SOWTION � ��F En ine .._...,.._.w...�.,......,�.............._._._._........._...._....._.,......._._........_,._.,..,.�,._:..,.......,�W._,.�..._...._._........_.w.__...:..._ ��'' • EPA COMPLIANT � ENVIRONMEPfTALLV fRIENDLY � �� ��'T� r'��I � o INDUSTR�AL TESTED,GENERAC APPROVED � ENSURES iNDUSTRIAL STANDAROS i ��� ',��i .�^ � � � • POWER-MATCHEDOUTPUT r ENGINEEFiEDFORPERFORMANCE� ! �; :�b'� t'�� r IMPAOVES LONGEVITY AND RELIABILITY - :��., o INDUSTRIALGRADE � L_:`. .....p. � _; .. � .. ,,,..., ..._..,..,,,..,_ ...........:...... � Allernetor ...._.....,...,.�.�_,... .........._...._ ...._.,...,., ,.._.....,_�._. • TWO-THIROS PITCH � ELIMINATES HARMFUI 3RD HARMONIC > �I�+ ` � � • LAYER WOUND ROTOR&STATOR r IMPROVES COOLING I e: � � • ClASS H MATERIALS � HEAT TOLERANT DESIGN � � � , � - � � • DIGITAL 3-PHASE VOLTAGE CONTROL � FAST AND ACCURATE RESPONSE � �'�, � Controls __,...,. ..._.....................___,....�....._,. .......,µ.....,_,,..__.....,........_, ...._.....__... _. ..._...,......_. ..._.__...�. . P a ENCAPSULATED BOARD W;SEALED HARNESS r EASY,AFFORDABIE REPLACEMENT - -- ��-�_. �' � . . , ' �' , � � 4-20mA VOLTAGE-TO-CURRENT SENSORS � NOISE RESISTANT 24%7 MONITORWG . i :.. � ' - o SURFACE-MDUNTTECHNOLOGY � PROVIDES VIBF7ATION RESISTANCE ,�.,'�I - ,.. . �:� -.:;:: . . . �; _ �d_ ,' __.: �; s ADVANCE�DIAGNOSTICS&COMMUNICATIONS _ � H/>RDENED RELIABILITY � �,1 a`�� ,, ` ,�+.,� r' a '� °� , �� �, �.,�,. d°�"�a�:�v"s` �us�Enus � ����` . � r. 4 � e � -. w � . ' 1 � �L� " � ,. . .. -.. HFF:." ... .. .. r GENERAC" I INDUSTRIAL . � �,ri:,:� ��w�� _ SD080 � application and engineering data ENGiNE SPECtFICATIQNS era Coofina Svsfem Ivlake lveco!FPT Cooling Syslem TyRE Closed EPA Emi;sions Compliance Stationary Emeryency Water Purnp Flo�v Eei!Driven Ceniri(uga! EPA Emissions Re(erence See Emissions Data Sheef Fan Type Pu;her ' Cylinder l� A Fan Blade Number 2538 Type Diesel Fan Diameler m�;,rin) 2B Displacemem-L(cu.in.1 4.�(274) Coolani Heater Watlaoe 1500 Pore-mm(in.) 105(A.1) Coolant Heater;tandard Vol�aye 12p S[roke-mm jin.) 132 j5.2) Canpiession Ralio 17.5:1 Fuel Svstem Intake Air Melhotl Turbocharged&Aitercooled , Fuel T�pe' Uifra�ew Sullur Dies?i Fuel Cylinder Head Type 2 Val•de Fuel Specificaiions AST�4 Pis(on Type Aiuminum Fuef Filtering(micron:) 5 Crankshaf±7ype Forged S1eel Fuel Inject Pump Nlake Slanadyne Engine Qloek Type Casl Iron%Wet 5leeve Fuel Pump TyGe Engine Driven Gear Injecior Type Mechanicai Enaine Governino Enyine T�p? Direcf Injection Governor Elecironic lsochronous Fuel 5upply Line-mm(in; ;<°Np7 Frequency Regulation{Sleatly State) -025� Fuel Rzturn Line-r m(in.; ;�"NFT Luhrieation Svstem Enaine Etec(ricaf Svstem Oil Pump 7ype Gear Syslem Voltage 12ti'DC Oil fil�er Type Fuli Flow 6atlery Charging Aliemator Sid Crankcase Capacily-L iqisj 13.G(14.4) 6atlery Size(at 0°C) 995 CCA Battery Group 3� Ballery��oltage 12 VuA DC Ground Polariiy Neyalive AL7ERNATQR SPECfFtCATIONS Siandard Model 390 mm C,enerac Voilage Regulator Type Digilal Poles 4 tdumber of S?n;ed Pha�es 3 Fiel[J T:��pe Revplviny Fegula�i�n Accurar,y(Sle�itly�ia1e) _0.25m Insulalion Ciass-Rofor H Insulalion Class-Slalar H Total Harmonic Dislor�i�n �,5", Telephoi�e Inlerie.ence Faclor(TIF) :5p � Standard Excilation Synchronous Brushless , Bearin9s One-Pre Lubed E Seoled Coupiing Direct.Flexible Disc � Laad Ca�;ecify-`3ianriLy 10Q" Pro!otype Shorl Circuil Test Yzs CQDES AND S7ANDARDS GOMPIlANCE(WHEfiE APPLICABLE) P�:F?A 99 155514 f•ir?k i`0 SAE Ji3d4 ISU 85?'�-� D;NG271 ISG 770'�P.,`, IFFE CG2.�;1 TFST!PJ(; I.`il;0�(; `�it.:`'"h.iC$1 Ra1irG Dr.iinitionS �S�anrtby-Applice'�le!a a+ai ying enleigenr.y ioad lar ttie du�aiion o(a utiiity pawsr o;tteye with no over1oad capa6ilily.Itv4ax.load Irz:lor_:70'.�,) Prime-i+ppi:cahle lor;upptying pu�ver:0 2 vary;n;In�,�iri!ieo of u±ilily fa�an urlimiled zniour?oi runniry liine_(FAar..load�ac�er=8U'61�:1 Q4',cveilead capt�city is nvail;,bl�`or;o�n,;I ev�ry 12 6ours,. , r GENEd�AC� � INDUSTRIAL ' �..�r�.� .�� .�; >_ SD080 aperating tlata (60Hz) POWER RATINGS(kW) STANDBY PRfME �inyle-Phase t?0/240VAC«<�I.Opi 80 kt� kn�ps: 333 ,2 kih Amp�: 3UQ Three-Phase 120;208VAC C.a�0.3pf 80 kW Amps 278 72 kW Amps 250 Three-Phase 120/240b'AC��:?0.8pt BO klN Amps 241 72 kvU Amps: 217 � �Tluee Phase„277/A80VAC';�D_Spt;; i80 kW� Amps m.120; 72 kth� Amps: 1U8 Three-Phase 346,•'6GOVAC�ll0.8pi 80 kU,� �1mps: 96 72 kW Amps. 47 STARTING CAPABILITIES(sKVA) sKVA vs.Voltage Dip 480�lAC 208(2a0�'AC Nllernalor k�V 10� 15'� �U`�a 25"4 30;, 35`b 10 b 15� 20 b 25`�s 309., 35% Standard 60 59 88 117 147 176 205 44 66 88 110 i32 154 Upsi�e 1 100 79 11� 15� 197 23f 275 59 89 118 1=18 li7 206 Up5ize2 125 11Ei 1id 232 290 3=1U 406 87 131 1ia 218 261 305 FUEL �Fuel Con'sumolamRates'N ;STANpBY'� PR1�1E ��- fuel Puntp Lif(-in(mm) _ ^1 Percent Loatl gph Ipn Percenl Load yph Iph 36(9001 I 25�ti 2.1 7.9 25"m 1.9 7.2 50K. 3.i 14.0 50� 3.a 12.9 � To1al Fuzl Pump Flow(ComGustion�-Pelurn) i5Cro 5.? 19.7 i5� 4.i 17.8 13.6 c�ph I �1V00�� �6 3; 23.8 t00m 5.8 22.0 ' Refer to"[missions Data SheeY br maximum tuel fiow lor EPH antl SCkO'�D penrtiilliny purposes COOLING STA�dDBY PPIP�f Coolarn How per PAinuie 9pm th;m) 3?7(123.8) 32](123.&} Heat Rejection to Coolant PTUihr 232.270 213.830 Inlet?.ir ctm(n,3,•'min) 6::i6Q(ibQ) 6,3G0(130) h1ax.Operaliny Radialor Air Temp f"(C") 122(50) 122(50) Max.Operaling Ambient Temperalure F=fC"j 704(�70! 104 f401 Coolant System Capacity gal IU {�.5)il.a4 Ia.5)17.Ad INar,imum�atlialor Backpressure in H,4 1.5 t5 COMBUSTION AIR REQUIREMENTS S(AP�Uf3Y PRIME ' Flovr zt Raled Pov,�er cfm(m3/mini 30G(�6i i ?75(i S01 ENGINE EXHAUST ����fdD[�Y r'FilP.tr ;iT;;PlD�?" '�:1RE isaletl Engine�,;eed ipm i'c;CO 1800 E;�:h�iusl Flow rfiatetl Ou�p�ili c(n:!m�`�;;i;�l 790;22.�+i 7=13 i21.0; Hors2po�;+er 2i Ra!etl k1N,. hp 131 127 hA�.[3ack,uessure(Posl Silencer ii7HG(Kp�s� i.�t5.t; L5(�.7) i'ision�pee, il.%iiiin 1'_,'.?;4?fi; 1;,59 i4;�1 -xl�[lUS! iCIi1J;f?ai;;d Uel;: '! `F f°C? �%s%, '�'`;v�;i P,iSiFP u,i 210 t 94 E�haus:Ouifet SizE fU;�2!�5�:; P;PT{n;ale) 3.0 ?.i; ..li� �I .-.,:it:.-� �.,,i.e! i i:nrii.CH! .,.:..7�id_.. J ...�,��i it..��io.:.. Deralior-Ope,alionai Cliaracteri5tics consider maYirm�in<unbienl conds?ions.DerzlE farturs may apply w;uer a;ypica�site c��,ditians.Pleasr,cansu;�a��er:eta�Pa;ti�r�r Sys?ams Inclust�i:;l Dr.aler for addiiic:�al delail;.Ail pr:�(o�mance c;tinys in ar,cordancr•���i:h IS030d6.6S551d.IS08528 and DIP;6277 stand�rds. r GENERAC I INDUSTRIAL __�... ,�_�yF� � 0 SD080 stantlard features and options �, �„��. ,�,.�„�.�..��,...�.r.,�.��.�������,�..����, �,,�.,r� �,. �,��.n,. � G.ERATOR SET �� CONTROCroIYP•aTeM ��-�m C�n5e1 Jibralion Isolztion Sld � iBC Seismir,CerliiiediSeisniic Rated Vibraiion Isula�ois pu� • Digital H Cenfrol Pan�l-Du2k 4x20 Di;pl�y ��� 1 Exlendetl warran�y p��� O Digital G-100 Coniroi Far�el-Tour,hscreen i�� � O Gen-Link Cummunicalions Sott:vare �u� O Oigilal G-200 Parall?ling Conirol Panel-Touchscreen i�� � O Steel Enclosu�e; �p� � Programmabie Crank Limiter Sfd C� Aluminwn Enclosure d�� � 21.=Liqht Ret�ote Annunciaior; pA� � O Remole Rela��Panel(o or 16) pp� ENGINE SYSTEM � • 7-Day Programmabl�Exerci;er Sid '�_"` ��'" • Speciaf Applications Pro�rammahle PLC Sld General � RS-232 Y pil Drain Extension c 51d �ld • RS-485 Sld O Oil h9ake-Up 5yslem �Ut • All-Phase Sensing DVR Sid � Oil Heafer �P� • Full SVstem Stalus Sld • Air cleaner ��d � Ulilily P�9onilonng IReq.H Transler Swilch) S!d • Fan guartl ��� • 2-WirF Star1 Compalible Sld b Radialor duct ad2pter �td � Povter Outpul(kW) �Id � Povder Facfor Sld Fuel Syslem • Peaclive Power Sitl • FuPi IoCkof(solenoid Sltl • All phase AC Vol�aye Sld O Scr.ondary luei filler S1U • All phase Currenls Sltl � � 5�ainless 5�eel flexibie exhaust conneclion g�� • �Oif Pres9ure Sid • Induslria!Exhausl SilerrCef Sld � Coola��t Temperati�re Sid _, O CnUcal ExhausLSilencer; Q�I • Coolant level Sltl O_=Flexible,luel lines�'.� pp� Q Oil T'emperalure pUl G P�imary luel�ilter pp� • Fuel Pressure Sld � Single N�a11 Tank(E.:porl Only) - i Engine Speetl S7tl � Ox;Ul.2�2,Fuei Tank�� � p��i • Ballery Voltage Sitl � Cooling System • Frequency Sltl � �-120VAG,Cool'an(�:Meater' • Da[e/Time Fauf1 Hfslory(Event Log) g« � �n� O Low-Speed Fxerci;e v 208VAC Cor,lanl Heafer ppi � - Ort • IsoChionous GOvemor CoNrol c '�� 240VA.0 Coolant Iteater • -40de C-70de C 0 eralion Ji� O Olher Cuolant Heater _ 9 y � Sld _.._.........,_._.__..._........_._...._ _. o Waterproof Plug-In Coi7nectors Si� • Closed Coulanl P,ecosery 5/slem S�� o UV;�Ozone re�islani Y�oses Sitl • �+��ilihle a�ar�ns and 5ht�idowns S�� • Fac�ory-Insfafled Radiator S�tl • PJo1 in Aulo�Flashing Ligh1) Sitl S�� O Aut�iGl(/h,9anu31 Swi1Ch Sltl a Radialor Grain Exten,ion • E-Sl�p(Fed�olushroom-Typej g,�� Fnqine Electrical Sy�stem O Femole E-Slop{Break Glass Ty�ie,Surface r��our��� , pp� • L'atlery charoing alleni�tor Sid O P,2mole E-S1op(Red P,�1ushroom Type:Surlace P:�':ount) pp� o Ealter�cables �Itl O Ren�oie E-Stop(Red P.9u,hronm-7ype,Ru�h�;inuml O�.t • �ailery Iray � `�id • PdF?A 11D Level I and II IFrog;��mmabl�! Stti � C �aNe�y bor Opl • kamo(e Communieation-R5232 Std O Ea�lery heale� Opl p P,er,ole Communicalion-P�1odem p�;l � S012110irJ 3Clli�a!ed s1arlPr molor S!d O Remaie Cammunication-rtherr�el p��i _, ' O 2 5fi U� iie�lery rli3rqer O�ai G 10A Run Relay�. p��� .: fOr�,,UL IloaVeqiiali e battery�cha�ger. pp; , � 4larrrr�r rog•ammable To�erar�cec,?re alarms and Shu('osvn;) O Rubber I,Ou.t,d P��g�n�cleChiC il� �nneclinns r�� O Lo�v'FuP.I - O�sf � Gi!Picssure l?rr-Drc_r,rarnm,c Lo���Pie»uie Shuldo�vnj S�tl � ALTERNATOR SYSTEM • ro;;lan�?emperaiure(Pre-p�ogrammed Hu�h T�,ii��p Shulilo:tiiij ;;r(I • UL2200 GFPip'GI'r..CIT�Ji �=;� • �;n01�n's_e;r;jPie-prcgrar��i��o Lo;�:L�ve'�hcldCv�in; ci!ii O P�15in Cine-Circuit Breakei +�-�,', C` !7i' (,rr��i:f3!Ulfi ; � ?I� O 2ntl f,ircb��l P�ea,��i 0 E7ic ine S�,=e 1'"'� � . (ip? 1 I-.. [ i; e-;xnivarir 7i;ti 1)'vi'.r;p=��tl Shi:`ci0v�;�i; bid ') .',rtl Cii�:iii E1ir;£i:..L� O �in!;r,�,'ig_�;; , I_; . •6Qi2f11'1';"d l'1V81;-G'171Jf'�hUiiiO'r'Aii ;�id .J NI;i;.il<fI(il iJl,.l:i!LIffIJ (l��',. • ;,t3!IE:I'v�:'(:'lili;��? , . �'i1 t) H;t!i-i;0;t;!e�;.:'2uo;'� ir.�l'er i�; ;.� '' 111�i---^:.i(i��_ —�_ — -- - . . 'Cfit7iL.,'Cf,,fiiE:.,, !?pi -�------ r� ;i P�;r",zrenl h,4a., -�(:�a eralc;r (.i�;; r, C i r GE�IERJ�C INDUSTRIAL ___.....�,z,�;a�.va��f�� ,_�3`. SD080 dimensions, weights and sound Ievels � OPEN SET � I PUM TIArE Hill)PS USA.BLE CAFACITt i(;�L) L W H '�PJ7 d�A.- � � Id0 i:�IJri - 93 1D A3 2A?` i N �3 ;g 93 40 G2 L947 ;p '83 J3 40 7d 31Ei3 i I 4f1 300 93 40 SG 3d01 Ei sr, 350 1±0 40 86 3609 L W S':, 510 t��i 47 BG 37]0 3 58�3 i?8 13 R6 42 YJEATHERPROOf ENCLOSURE; ��� � ��� ��� RUIJ TIh,tE NDUF,S USnBIE rqF�CITI'(G�li l �:' I I vL'T tl6A' NU TADIK 1 i2 41 SG ZdSQ H 13 ?9 7i2 -01 69 33%? 3D i�9 1±2 A1 81 3608 49 3U0 t;2 41 93 3332 iJt.,; �E 350 1!2 A1 g3 �lZ34 � W s8;�i 51p; =ji�7 d7; ;93 �4215,� g3 589 I2� 49 93 4u94 — ��� - ��� - P,UN TIto1E HUUPS USABLE CAFACII'(IGP.L L Y: H i^JT d6:+' ttD TANh: 13Q 4I 56 ^_8%� L � o H 13 79 130 -01 G9 3397 � 30 �:es �� ,su a, a� as;:s qL� 300 130 41 93 3&5) i4.tt 5G 350 13U A` 93 �1259 � — yy �+, 510 ts0 �; 93 42dQ g; 'i09 130 d9 9,; 4719 LEVEL 2 SOUND ENCLOSURE °� f;I�IJ TIP�'�f�OUFS USAP,LE CAF`i�CITY(GALi L W 11 4:'T ABk' PrC1TANY, - 1'!2 d1 G9 3G50 13 ?9 L 2 41 8� 3572 H ' o ;n 109 t!2 �;t 9� 36Cd d6 3U0 1i2 �11 lOG �IU32 %I.i �� 3so i�? ai �os ;a:;; 8': 5i0 1',7 4% tOfi S41j g3 �;;9 12C� 4? IOf 439i L W 'All mersur:!nenls aie appre.s:n:.ale r.i;d Ini;slim�!�ipn pu;;ns��s ei:lr.�;�rictPds a�e vrilliCUl lil°I Iil IFIOh.JO:I:Id IFvi11s ineasured at 231t i mj:m�l does noi a:coinl lo�an��b;rnl 5i�i:cer;d:tions. Tank Oplir,_n..s YOUR FACTORY RECOGNIZED GENERAC INDUSTRIAL DEALER o h�u�� or; C Flori�ia DFRf�1iDEP i?PT G Chicaao Fi!��Cod:; OP� ,, IFC Ce,titic.atinn CAiL O ULC CAi' )!.h:°��usl;;�.0;alun�;tiai,<iL. o::;��,�i l:i� z(' n�i�� i�i��'��=� (i L �i..� r.�,.�...,,_.�..,:.:�:�I�t�.... .,..,;�.,� c ,:�n t•;r,�a )ir 1Pr.qinr,v:irld�vr,ii1h15 AtB U�r P�eiintiilar vu; os�>Or:Pc':dd55 CGnStiL a GarB�[tf,Forte�£��ySLf�!S Indusirin!D%iler I(A(leifrleC ir;tiln�:.:!lii;r tii';a:nu5. � :I:..,iLcn;.n.i�.:�ni.�,_..t.i,_.n.a,_.�e.q�.,v..lh.u.,U,.c_C i..... _ . �'. V � � Generac Povd2r Systems.Inc. • S45 U'•l2G290 H�P,iY. 59; ��^daukesha.4�JI�3189 • generac.com ,:.^� ?,�.�:.,�:;r,P;,�.�ei ti95?7ms,I��c�.II*ich;:,«:�:���.:cl -,. ,.��ca(rn; r u.;......c n���le:v�lhn.t nolir^.Ec�ileCn�'9ao505E�F. ri��:teC n U . „'2�;t' � � ��N ����Y Alternator � $� k.w Data Alternator Ratings�series wye rest�r,9) Machine Parameters Continued _..............._.�......................: _..................................._........., kW 80 Waveform Distortion <5% ' .............�_._...........................r ; , ,......................._...................... kVA ; 100 : Telephone Influence Factor ; <50 ; >..._.................--....._......... , , ;...._.........._.._.._,....................: Type ;erusniessiPnn�; Synchronous Speed ; 180o rpm : ....... , ;........_.._......_.._......_.................�, Connections : 12 Lead ; Maximum Overspeed € 3300 rpm ;. , ......................s ;....,...._.......,...........,...........,.....r,. Efficiency @ 1.0 Power Factor � zoanao� aeo�eoo� Number of Bearings : 1 Sealed Ball :. :.... ,_..__;..._ ..,....; �..._.._.....,..._.._........_.........� 20% Load ;87.76= 89.1 � Insulation System ; Class H E ;......_....._.._...�.............._......: ;................................................ 40% Load ; 88.26; 89.6 ; Excitation System ; Class H � a_..................;..........__._�..._; :.._.........._....._.._..._.._............_..r 60% Load :.88.75 t 90.1 i 80% Load �88:65; _90. � Temperature Rise vs Output(0.8 pfj �-- ....;._. __; 100% Load ;88.45: 89.8 ; kW Rating Temp Rise °C _....._..._......._�........_.........., ,_......�.........._.:........... 100% @ 0.8 PF ;88.06€ 89.4 i ; 61 8p° Temperature �._........._,.....,._�.�...__..� �......_�..._�.._.r......•-•........�: 5 ' ` 73 : 105° Ri e is based C••.•--••••••. ... 40°C Ambient Machine Parameters @ Max kW Ratings ; gox : �� � . 120 � r..�.�_, �_...___�__._�..__._�.�._: � . . Subtransient Reactance p.u. . 0.14 : . -fi........_.._.._...� Transient Reactance Y 0.23 : Instantaneous Uoltage Dip,, Synchronous Reactance �2.05 � Voltage 10% 15% 20% 25%� 30% 35% ....._........._� .................__............._.._.�.._.._........_.,...�_._..._.......�...._._._._..__�.........,�.........,......_................__..._....., Negative Sequence Reactance ; 0.3 ; ; 208, 240 ; 44 € 66 ; 88 : 110 ; 132 ; 154 : _................__., , _....;._._.__.._...._...;....._....._.....ti._.._...._�..._.....x........__..........,.....___.._.._.....,................_..; Zero Sequence Reactance � � 0.11 ; ' 480`� 59 ` 88 : 117 : 147 : 176 ` 205 ; ....... ........� 4 E Short Gircuit Ratio � 0.33 : �r .600 '' " � A �..._"".........� . .....:.. ........:�� .... ....." . .......: �...... :n .... ._:v ..�. ._.a.: ....nk'....i Excitation Voltage ' = 190 � Excitation Gurrent @ Rated kW ; S.OA � Options- - - - - - - - - - - - Antifunga!Coati�g Lamination Type F� 390 "i Alternator Heater AltDamage --------------- 3-OShortCircuitCurrent ALTERNATOR DECREMENT CURVE All data at 480 volt 10000 - -- 1000 � � - - � , � �, � Q E � PMG 10o Q r s # I I I �Q 100. 10 1 0.1 0.01 Seconds L._ -- ---- — ---. � Design and specitications are subject fo change withoui notice. Date 06-2009 0182590SSD Rev 1 Generac Power Systems, Inc. Waukesha,Wi 53186 , � T y P �. 'ffi`+' � - Y 't 3,n `F�i � � '�' :vs�" "�°�',z a � h. "q�'s "2i� ,�"�3'-� .z �3r �vy . s r �' �`� '��� �''� ,� y�z r3 � a,3'� �' ��y t a r � x �,� � ':&'� ;� -� � € r�,'" 3 � c `"�� e �'y�y� �'�..� 7 E''�t�,,s.�� e $ ���T M3r'. x "�s� �w '.����x '� r- �n 8 r.�a � e. 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GENprotect Operation The design choice of an onsite power system using a 6enerac Industrial Power Generaior The second function GENprotect performs is 1=T thermal assures your emergency power source is protected from unexpected power distribution protection for the alternator. Since a short circuit event faulls.Typicaliy,a generator will include some type of over-current device;such as a�ircuit can heat the alternator so rapidly, it is not possible breaker. or be protected by inherent design with the controller protecting the alternator to protect the alternator by monitoring temperature. through a protection algorithm. Generac's GENprotect generator protection .system Instead GENprotect calculates the heat energy of the monitors the system current output and protects the aliernator with extended security fault current. When this energy reaches the limits of against fault scenarios that could occur within the site s downstream distribution system. NEMA MG1, GENprotect trips the generator off-line. . This configuration ensures the alternator is protected and the power system is ensured i0 seconds of 3009b It is a common misconception that the alternator's main circuit breaker protects the fault current for breaker coortlination. alternator from a short circuit event. The main output breaker protects the cabling and provides a convenient tlisconnect. The characteristic trip curve for the industry standard therma�maynetic breaker(MCCB,molded case thermal magnetic or solid state)does not + � coordinate with the thermal damage limitation for an on-site generator.li circuit breakers 2re used for generator protection,a solid-state circuit breaker with full adjustments(Long • GENprotect is an alternator Time,Short Time and Instantaneous,LSI)is required io coordinate the breaker protection prOtECtiO(1 algOflthfTt appfOVBd by UL. curve within the generator thermal damage curve. Historically, this limitation was often accepted in system tlesign since failures of fhe main generator feeder are extremely rare. • Protects aiternator from damage due Most short circuit events happen at a branch circuit, equipment level, where the iaufi is ' easily cieared by the smaller down stream breakers. t0 ShOt'tS atld 212CtfICdl faUlt5. , • Provides breaker coordination and Given the mission criticai nature of today's back-up power applications,it is more tlesirable alternator protection. to protect the sysiem against even relatively rare failure modes. As generator controllers have become more powerful it is feasible for manufactures io supply coordinated short • Allows for use of muitiple circuit protection integral to the generator control system,negating the need for a main-line c�rcuit breaker. circuit breaker choices, inciuding "no" breaker. Generac's GENprotect alternator protection algorithm monitors ihe generator ���.�����,�� ,�� �� ��. �,��� output. If this monitoring senses short circuil current in excess of rated amps, �.�,a � ��'T���� ��, �`,z � x� GENprotect steps in to provide a controlled and safe approach to breaker �����a sa��# ��������� �� �� coortlination and alternator protecUon. GENprotect first limits the alternator short �� �'��� ��������� ������ �-� `�������"�n ��� �,a ,� circuit current level to 300°%. By limiting the available fault current, GENproiect � �� ;����` ��,�� � � ����`��,�r� � ; � � ��� � extends lhe time the aliernator can mainiain fauli curreni resuliing in consistent �,� "� � �����°�'�' �'� �s��r w�` ' o�w�"�'�c i s �" �� breaker coordination. Withoui this functionality a line fo neuiral fault may be at � ���#� ��������.--:>�� - �: � _._�� 800°m of raied curreni antl need(o be cleared within 1.4 seconds. • ��(���Q[+,� � INDUSTRIAL POWER i i � � � � � e . C.ienerac I,T `Trip Curve ' . 100 Scc �4 9t) Se� � : ; . � 50 Sec, `�,4 , �_ ;- : �. , , ; 7O ���� . _; . _: -. , ,. :. 6O �c.c, : ' _ >O ��c. °' � � , .,Y � ,' �,, �'� ` �I ����:�1Cc►r�atirn �1�e�11�a1 �Uar�ta<�� C�t�•vc`, � � 40 Sc.�. � - - � � _;�. _�� Sc.c� _:t ' 1"l�, ��� ► �� :n � � J � '�' 2U �cc. _ �.r� ��� � � .� 3 �, s �;�� �, . } 4�� , 10 �ec� f 9 Sec ; ; � . . , ;, _ _ � ,, , - S Sc:c ,; 7 Sec , E 6 Sec - � Sec 4 S�c � l��)�)�;'o �'�)O°%0 J�)�}�fo =�(��)�o Current i�l 1��luliiplier c�1�Cie7�set fZ��tit�g i he aUc�2�icure snue:s il�ie Gener;�c GEi7i�ro;ec;Iticunal;iol^Cli�)it Cnf4C IUI LSC ili GIl�BLIi�(I B;1(I COU4flllidlltlll SII�C:i'.5. 111C OIICII18:Gf T:l{'�'!?lel Cla^�ac^Curve is;ho�vn juct In lhe.riqlit al II-m(3E��in:.,�,�,�'G,utec�ipn r.ur�re II;Ir.a4ernafor Inad i:preatu±htn U�c ihei ma�tlzm7�e Pr�er,tinn curve Im ihe allatt�tipi.Ihe generab;�sel v:i�l Irip:�141ir;e Fct CXfifll�ili:.ilfi OVBfL?di:GUlil'lit tii 110'�lor;5>econils r.auses:;n uvcilu;::i aG:m illfl'.I.11 I�i Ili�Pll�.fcl'JI'GII-1i119 c';Ilitlllf`d;:: ( .�-l�nit. l F�'�)Ifi 41�';i'I�+J.Iu'v nf,ltr�,'ilGf:rIC12�l�nr;P�t•I d fil IAIt.')P 171:II^n?�(I:v�'i'iIi_ he:n inota ii?nenuSl.u.ti U 5;-r.io�:S I�::, t,.:�,i+:��I i�iL I..i. . �(� +nl;u�ii 0'C,I 7��o!p�l Ov. ?Iv7CC13 i;.I'il iEf I�'n:r�J lu��s tu:U��vri: . .. clr..�n ,i�a,t.re��o..Icar,�,;II<v�lhn I,�G.ng C�.�iU i:tln J�I I.�:l.r��IP::nc SL'�t'i�e cc:n,m.:l�:...i.i tl i , .;i:l f:l ..iu,r��i.E,,.,hiic�. . �3'EN��AC INDll5TR1AL - —�� PQWER � 1 •i i :I 1� � Ca 1 � i �. i i i� i _ ___ __ _ _ I _--- , � 0 0 O N � O � � W � � � � 0 � � M � T Q � 0 0 � M � � 0 � � 0 N �= '� � . � � O U O � � � w _ ' F- i` o o w � W � o > w m � � � w = o � O m ..! V W � � � ti � � W '� w o �� C� � � Y � t!?W `t ~ � Q �� � � � � W o a o � oW o ; � _il � � o z J �° o o z a � � 0 � � � Z M E � � �n o � W N M �¢ N N m � � Z � O Q 0 O I= � Q Q J � � � w - U o z � � 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 � Q U 0 0 0 0 0 0 0 0 0 0 0 0 0 0 �' � <(V-- c-- O 6� o� 1� CO �fJ rl' M N � °io lrv3aan � 3N1 � � ' 1 � �� 4 'd' ii�� `�i I g � 4', I ��� � Q�� INDU�TRI�►L � _���-���.�.��, �� .,.��.... � � ��`����� ������������ � ���� Accessories �; �������� � � ����. ��3� �������� ,�4 � � �� w._�._. _�.,�_�.� .� �.._a.. . _.__�_����.��—�:� _:_�����.�,�:--._����.-�� . � GENERAC CIRCUIT BREAKER INFORMATION Interrupt a, Q � C.B.Amps �ug Part# Lug Description W�re Size per Frame Rating � � �; Generac C.B. 310-16* Am s `'� ~ ~ qp #8 50 . #8 60 #6 �� Single Hole 0.656 Dia #4 80 #6 to 300 MCM Cu/Ai #4 200 Amp 90 OF8451���� Single Conductor Only #.3 � �;1.8'��fl':' � �flp Mounting Bolt 70 in Ibs.Wire #3 Frame 725 lug is 375 in Ibs. #1 150�:; �;1J0:` � � 175 � 2/0 •� � 200 3/0 � � 225 (1�_600 MCM to#4 Cu/AI or 4/0 � � 25Q 250 MCM v L (2)-250 MCM to(2)-1/0 4d0 0 300 OA7822 350MCM Amp Frame 25,a00 � ~ 356 Mounting 70 in Ib. Wire lug rs 500MCM aoo 375 in Ib 600MCM 700 MCM or 4�d Std lug (3) -2/0-400 MCM Cu/AI 2-4/0 50R 4$0 in Ib. 2-250 MCM 6U0 Amp OF8452 UL Rated 35,000 ��� Optional (2) -500-750 mcm Cu,lAl 2-350 MCM Frame Lug- Optional Lug or 3-3/0 �?50-600A .� �, Ali�circuit breakers are CUL 489 Listed for 120,208,240,460 volts. DerBte by Temperature Wire size is based on amp ratings at Temperature°C Rated Tnp Current °lo 75°C irom table 310.16,2008 NEC 20 11 Q All lugs are rated 75°C 30 105 40 100 50 95 �_ _ - ------- . CaENERAC CIRCUIT BREAKERS COORDfNAT14N TRIP CURVE � 24d 152S ' 10S 80 - 60 40 � i � � 20 J .� 10 I 8 , — - ---- 6 r 4 2 — � Max. QJ 1 ---_ � 40 � � � �� i I i V+ ZO � ' � � � Min. 1 '� ,g -{- {-- 6 4 2 I ; � , ; , , • 1 � ----........-------- , u o.s -- � Instantaneous � o.s -- trip range � 0.4 (soo�1500%} �.2 _ 0.1 " — o:os Total breaking o.oa " tfine � i � 0.02 �_,���„q,��, 0.01 1 1.25 2 3 4 5 6 7 8 910 15 20 30 40 50 60 80 100 Rated operation current ( x In) - �Et�E�t�.c' _,.,� �,��;�� ���� INDUSTRIAL Generac Poever Systems,Inc. • S�45 W29290 Nl�'Y 59. 4�'aukesha.�1�I 53159 • generac.corn ..«7 a S2nerac Po�x?r S�;hme.k�c..'.�II ri?kL r�serve�.��1 speci?icaiior;are sch;ect io cha+�ge t:i:hout no?k.e.3ulie;ir C7;25.OS"eY-R r?rir,!zd:n!r S.r..)�.?�:?? ' � P, i' • I l, � ���� ��� INDtJSTRI�'�►L _ ......���.,LL�.����� ����<,-�`` — ��. � �}� `��.��; .� ������� � � Automatic Transfer Switches = � �I��, 'I��l;I�+��. �I1 = , � � - - ��.���.��,�.�,.s,���..����-,���� �.,� x��_�,._a.z � • Standard time delay neutral will reduce switchover — problems. o • Logic control wifh inphase monitor regulates switch' ' functions and allows adjustable switch settings with �p�� LED indicators. t� ' • Control switches located on the front of the door for ease ot operation. • A!!switches are UL iQQB listed and CSA certitied. I � • Electrically-operated,mechanically-held and l inter(ocked main contacts with break before make design for fast,positive connections. i • Rated for all classes oi Ioad,100%equipment rated, bofh inductive and resistive with no derations. 0 • 2,3,and 4 Pole 60Q VAC contactors. • 160 millisecond transfer time. Standard Features � • Single coil design, electrically operated and mechanically heltl • Programmable exerciser • SPDT auxi(iary contacts • Main contacts are silver alloy to resist welding and sticking • Conformal coating protects all printed circuit boards • Indicating LED's for switch position—Normal, Emergency,and Standby Operating • NEMA 1 enclosure with hinged door and key-locking handle • Three-position switch—Fast Test;Auto, Normal Test • Arc chufes on main contacts Oational Accessories • NEMA 12 enclosure • 4-poie design for neutral isolation • NEMA 3R enclosure • Two (2) sets of auxiliary contacts ; • NEMA 4 &4X enclosure • Preferred source selector s�vitch • Exterior AC meter package • Manual 3 position selector switch • Controls accessible through • Remote automatic contr�ol circuit door in door design on NEMA • Signai before transfer contacts type 3R and 4 encloszires—key • Return to nonnal timer bypass lock providetl on access door . - GENEFaAC' I INDUSTRIAL _ ;�-� M� GTS Control Systems� PLEASE INDICATE#OF POLES/WIRES — LOGIC CONTROL w/Inphase Monitor — Utility Voltaye Dropout........................................................................:...........:...................................75-95°%(Atlj.) — Pickup.................................................:........................................................................85-95%(:Aclj.) — Line Interrupt..........................................................................................................0.1-10 Sec. (Adj.j Engine Minimum Run...........................................................................................................5-30 Min. (Adj.) � Engine Warmup...............................................................................................................5 Sec.-3 Min. (Adj.) Returnto Utiliry................................................................................................:...................1-30 Min. (Adj.l EngineCaoldown.......................................................................................................:.........1-3D Min. (Adj.j StandbyVoltage......................................................................................................................85-95°0(Adj.j Standby Frequency.............................................................:...................................................:80-9D°%(Atlj.) TimeDelay Neutral........................................................................................................:...0.7-10 Sec. (Adj.) Transfer on Exercise................................................................................................................On;'Ofi Switch Warmup Timer Bypass............................................................................................................On/Oft Switch Time Delay Neutral Bypass......................................................................................................On/Off Switch InphaseMonitor......................................................................................................................On/Off Switcl� Withstand Current - 600 Volt GTS Series GTS Rated Amps 100 150, 200 30D 400 FUSE PROTECTED Maximum RMS Symmetrical Fault Current-Amps 200,000 200,000 200,000 200,000 200,000 Maximum Fuse Size-Amps 200 40D A00 600 600 Fuse Class J,T J,T J,T J,T J,T CIRCUIT BREAKER PROTECTED(See separate sheet tor specifi circuiE brea rs} Maximum RMS Symmetrical Fauit Current-Amps 14,000 25.000 25,000 35,000 35,000 Protective Device Continuous Rating(Max)-Amps 15D 300 300 600 60Q •Tested in accordance v�ith the withstand and closing requirements of UL tU and GSk Sfantl rUs � Current ratinys are listed��480 VAC w D, Unit Dimensians ' �M1� �D2� GTS Enclosure Enclosure Wall Mount Enclsoure Weight 0.44'� Rated Vottage Height Width Bolt Pattern Depth (Ibs.) — Am s H W M1 M2 D1 D2 100 All 36 24 18 37.5 12.7 10 180 150-200 120/24Q 36 24 18 37.5 12.7 10 185 f 50`=200 277/480 48' 30' 24 49.5 14.8 12 265 H � M2 _ . 300-400 1201240 36 24 18 37.5 12.7 10 245 300-400 120/2d8 36 24 18 37.5 12.7 10 245 300-400 277/480 48' 30' 24 49.5 14.8 12 325 300-400 600 48' 30' 24 49.5 14.8 12 325 � �Nu1e: On Nctitk 1 zndosurr.s uNy,duoi ov=rlaps enclosure—duor diinensions are 46.8 H X 30.A W. All Uimension5 in iric!�es. Terminal Lug Wire Ranges GTS RATED CONTACTOR TERMINALS t1�U;PER POlE1 NEUTRAL BAR' GROUND WG �� PROviGEU} AMPS LUG WIRE RANGE #LUGS WG WIRE RANGE LUG WIRE RANGE � 15U =i0on�1Ct:4-4 At�dG �I 350t�ACM-G AbVG 35uMCr.1-6 A�A�G al �r v —� u �� r — .v� v — � , 300 600h�1ChA-4 AVdG 4 600A4CM-4 A�!!!G 350MC�:n-6 AVJG or 2- 250P.9C(��I-1;(1 A's"vG �?.5GfviCP�--1;0 NIMG"" 350hACN1-G AN�G dpl) GOOP.?C��4-4 AVdG �1 i�ODfv1CP;1-4 A:'vG 350R1Ch4-u k;�'JG or 2-[250h:1Chd1-�;`G A�PJG] �250N,1C�1-1'0 i�;,1`GJ+' 'f�lot ii�cluded in GTS v,.�ith s�nritchec neuGaL "' AIIe��.aL!e v:�ire r,nge in�rack�ts is for 2 t:vires pei luy. Generac Po�ver Sysien�s,Inc. • S45 4,�29290 Hl'JY.59. l•'l�aukesha.Vti'I 53189 • generac.rom "`�?G10 Gcn:rac F'o�:er SY::tem;.Inc.�6 n.gM�reser,etl^.[I s;,eciiiw�i;r,s are;:!bject�o ch�nce v;itbc;t ro�icz.3ullelin OW 7�!GPCS-a r'Printed in U S.H.pl'66,'i t , � - � �v O fTl +"_"— ^ O� �0,_ V � N m N • � P _- __-t�_ � . � .� C Q` V � - N � � � x � N �t•1 . U N � y 3 2'-' N m C o 0 ^ zmAiJ Z �ONO U o N� O�p� N N � - Ai'1 . 2� UI .Ni � y`.'� � UI tl Z-1 �,` t'1 l�< w N y �:�i � p�a P�o P a x � �n=� ,, m n A n� _"_""_' y ru N i �.O('1 � ' � . ., za om. B) � y� ZZ � � D��JIJ m� � � O ��o � O�'1 n D ! ► `___�_____-_• N J W N r � � nC �o O �fU O-� �'� o m� � n-� A � �� � 0 z -1 N A� D Z / ^' N D ( O O �r yg i�o3 . , .lm]ta K^ Onv� .. � �a mr� � p0 m£ � =n Sn fjna =z 3a n� 2�yz ZA Ay A y0 �OC f't f'1-1 ru �Cl �r'�� oc rAi� !7-Zi �� rAi� .i�' r � y3 rZ'11A'1 D� Z� �yD x1D ' Z O m A D r y . Z NZ �y Glt~'1 tJV A � nn 3 py r�� o� r�o Z ."O 3 A m � Ll D p�Z vm Am Z r fl X-�1 �N r � 3 � P� f3'1 3 %O � � � 3 Cl � 3 � 1 O � m _ � m o n A c c a a Co-"i Cdo £o:. r pAZ�pAzN p�=� ^' n �^ �mZ� _ pAnA�lA�y nZ . �D.�.roD~Z �D.~+A z z'^ n�o���'�za`ye ��za � 3�Ntf3mN< 3mN(- °' i;�=' :' i I�+� • �--=------ -- � � i!�� m i�;. � Ig� ;----------- � cne g , . S k���a aa � �� - �af � W UI 0u N J n u C� � _ Z �� D � - �4 �' _ _ � m m U ���� °` � >g v � pg • N �:,( • "�i � . � � ' � � i � d � � n i m r n � q" ' 9;' ��� ����;�� INDUSTRI�L _.�..��,_,..��,.�".��"", �� .. ����� t ��� ; ;� *� Accessories ���� - �� �� � , �, _ �_.�x �����._ . ���.�.�.��. �.:H� � ■ For use with Generac PMDCP, H-100, E panel ar C � panel control systems o Q o ■ 10 Amp Contact Rating o a � `�..� Q � ■ 12 or 24 Volt DC input � � ,/ � ■ Contact open or closure on engine run i Contacts Wiring Diagram, Engine Run Relay with Type DPDT C panel, E panel, H-100 Panel Material Silver ,—N,a-- Rating UL N/C� ! EX[ST[NG TERMINAL 10A @ 240VAC STRIP IN C�NTRO�TBI) 10A @ 30VDC ENGRUN °° 0� N/� = ENERGIZED uHEN � RELAY �o O o� ENGINE IS RUNNING COIIS a o N/C = ENERGIZED 11HEN ��4/219 ENGINE IS STOPPED Input Voltaye 24VDC _o 0 0 � Resistance 400 Ohms 14/219= � Nominal Power 1.5 W Wiring Diagram, Engine Run Relay with PIN DETAIL PMDCP 4 5 ° 219 / o 3 6 0��o N/C �}(-�E�E o � O ¢ 0 o z�o ❑ o �¢ �� ° o � A ENGINE RUN RELAY �*� RUN RELAY O WZ� MAY BE VlIRED T❑ � �OZ 2 7 AUX. RELAY t THRU 4 � ��"�� AS SHO`aN f+T RIGHT. O O ��'_ O N �OEFAULT� AUX U �WZ 1 e O UZ� ii ° �w N N +� Pq Pq o —' F- Generac Pov�er Systems. Inc. • S�J5�A129290 H�r�JY 59; Vdaukesha.`fil 53189 • ga�ierac.car� ..61i;i3c:nrac fb�eer SY=tenu.Ir�c.51!r[gF,L resc:�._. �il sDeciiica�iene arc;uCj•:et to chane,e c:iiho::t n�:ice.�uileiir:OlE�?�OS?Y-7;?sir.L=d fr l.5_� �?.i;;1C, i a ��� ���[;J INDUSTl�IAL . ����,,..���� ���� � .�x�=� - �� � ���� ���`����� Controls = ����� ,! , ,�„�,. �; , ! ' �� � ,.._ � �_,. �..�.�.,- r...�,..,�w. .....-,. �....��� ,,�:�«�o.��-,�-H��„��>�: ��.��� ��.` �"' � �- _ __ , ,� - �-,...r�.�. ��. � � 5,; �� � _ � � - DESCRIPTION � • Digital controls for all safety shutdowns ��: ` �" '� ' -- � �� 'f • Isochronous governor control �,� ��� �� • Digital 3e sensing voltage regulator .:� ��, _ �� ; ` �` - L�' �� • Sealed Digital Circuit Board ��'�i - - ��;� '�� , �� �< � �� �� - � _ • 2 Amp static battery charger � • Mates with HTS transter switch and any 2-wire start ATS ' ��' • Alarm and event logging �„ FusEs � �.� �: Z 1\ LOCATE6 "' � ;.% :�.: ir�siDF ; • Built-in diaynostics ' � � 3 � � "k� ...:"4�s.��.,��'.i .fi<.. ... . .. ... .. .... ... . . . , _ ... • Internal PLC • Optionai modem with dialou[ STANDARD FEATURES � The Quiet-Test"" H-100 Control Panei is a digita{microprocessor electronic In addition,the generator set parameters can be manipulated and controller that integrates akl engine and iransfer switch iunctions into a monitored without stantling in front single control system. of the control panel with GenLinkY software.The Generac • Ttvo 4 line x 20 displays H-100 control also monitors and controls transfer switch functions when used with the HTS Transfer S�vitch. • Full system status • 3 phase sensing diyital voltage reyuiator • Monitors utility voltage • Remote ports • Monitors generator voltage I - RS232 • Timer for line interrupt delay - RS485 • Timer for enyine warmup - Canbus • Timer for minimum engine run time • �Vater proof connections • Timer for return to utility position ' • All engine sensors are 4-20 rna for rninimal ii7ierterence • Timer for enyine cooldown • Built in P!C • Buili in exerciser timer(7 day) • Additional 2��rire start cuntrols for any 2 v�lire transfer sv�i�ch. i . I N-100 Controi Panel • Full range stand-by operation • Shutdowns • Full system status - Overvoltage - 3 phase AC volts - Overspeed ' - 3 phase amps - Low oii pressure - kW - High coolant temperature - Po�ver factor - Low coolant level - Reactive power • Remote communicatfon - Oil pressure - RS232 - Water temperature - Optional modem - Waterlevei - Canbus - Oil temperature (optionalj • Configurable to NFPA 110,level 1 or 2 - Fuel pressure • Programmable auto crank - Engine speed • Emergency Stop - Battery voltage • On Off Manual Switch = Alternator frequency • Not in Auto flashing light , - Time • Autlibie alarm for fault condition - - Date • Transfer switch logic communicates with HTS transter switch - Transfer switch status • Weekly exerciser(programmable) - Run hours • Selectable Low speed exercise - Service reminders • Digital voltage regulator with 3 phase sensing (3 phase units) � - Trending • Isochronous governor - Fault history(alarm IogJ • Waterproot electrica!connectors - !'t function for full yenerator protec#ion • Temperature Ranye-40'to 70'C , - Built in PLC for special applications TYPICAL CONTROL CONNECTION � QUIET-TEST'" H-iaQ Controller HTS on Generaior Transfer RS485 - 2 wire Switch with ground connection for cantrol � OR Any 2-Wire ' Start ATS ��������. _. ,�:.�,:� �;;�;.. IN�USTRiAL Gei�erac Po��er Systems,Inc. • S451N29290 HbVY. 59; Nlaukesha;N.JI 53139 • yenerac.com � _2Ut0 G=+rerac Fo�,ser 5ysteirs.Inc A;rights!esarved kli;Geci:`icafior;a:e=_�blect ttr c!*an�e:ni6�eut ae(:ce 3uiletir C7�27?OS3K8�P�nted in US.i 11,?5nit , ' • ��� !' �i - �� � � � � GE�lERAC�� ���us��s�►� • __..._�.���r ��..� �,�_w<,.���� ���:: . - . %..� L�C�££k !CC.r.�ESEdiSx k�.�#YU�I4,%ivt.���:' • ��,� ;�u����� ;�1z��, �_ � ti�� Accessories - . � Model 005a650.'Remote Annunciator,;Panei v�iiliout Relays� Model 0054660 Remote Relay Panel without LED s and Keypad(Relays Only1 ��. � � , Nlotlel 0054640 Remote Annunciator Panel with 8 Relays PJlodel 0056370 Flush Mount Enclosure wio Annunciator ' _ .._ -__._ .._.__ ,�_. _,�- _I�o ;,.�'w ,. � �. ,��� . � „f _;�, .` - - ;. ;,,;. �� O � � � CJ � � ��., I,� J �'� i� . �� �::3 . ,i3 I ,;;��.,..''",`�'m,P'��s,�.�'�"� c� ^ � ,���} :�� , � E � � _ ',������ a... "�: -. < �. „�=� � � ` � � „ _ ; � . . , �� �'x ; �'.,' `H� _ . Description: The remote Annunciator Panel provides remote monitoring and The specific faults can be selected using either the DIP switches annunciationof upto 18 generatorparameters using LED's located on located an the annunciator circuit board or through a computer,via the annunciator keypad. It also provides two system level warnings the RS232 connection on the circuit board.All relays are energizetl which are System Ready and Communications OK. on power up and open during a fault condition. The Relay panel has up to 8 selectable iunctions on form A relays, Communication is via a R5485 serial data link and power is supplied and multiple relay panels can be connected for all 18 generator by the generator battery (+12VDC or+24 VDC) parameters. The remote Annunciator Panel compiies with NFPA 99 and NFPA � 110. Environmental Specificatians: OperatingTemperature...................................................................................................................................................-25°C to 60°C Humidity........................................................................................................................................................0 to 95°io Non Condensing Power Supply.............................................................................................................................Generator Battery, +12 or +24 Volts DC PowerUsage.........................�.............................................................................................'..............................................6 watts typical Communication Line....................................................................................................RS485 fully isolatetl twisted pair cable with shield MaximumCable Length.............................................................................................................................................................4000 feet Relay Output............. ............_...............................One NO contact(Enyeryized when annunciator is powered and no faults are presentj RelayContact Rating................................._.................._................................................................................................30 VDC, 1 amp EnclosureRating..................._................................._.................................................................................................................NEMA 1 Alarm Horn (Remoie Annunciater Panels Only)............. ...................................................._............................................90 dB @ 10 cm � . GENERAC" inious-rRia� I . , _.�v-�:.�.���-��� . . , 21 Light Remote Annunciator and Remote Relay Paneis • Function Calor Alarm Latched ' Pre-low Oil Pressure Yellow Yes Yes Pre-Hi h Water Tem Yellow Yes Yes Pre Low Water Temp Yellow Yes Yes � Pre-Low Fuel Yellow Yes Yes Batter Chrg AC Faii Yellow Yes No Low Batter Volta e Yellow Yes No Hi h Batter Voltage Yellow No No Not in Auto Red Yes No RPM Sensor Loss Red Yes Yes Overcrank Red Yes Yes Overs eed Red Yes Yes Low Oil Pressure Red Yes Yes Hi Water Tem , Red Yes Yes Lo Water Levei Red Yes Yes Emer enc Sto Red Yes No Gen Runnin Yellow No No Gen Power ATS Yellow No No Line Power ATS Green No No S stems Read Green Yes No Communications OK Green Yes No Spare Green No No S are Ke ad Switch-Can be used to im lement a remote start function. Model 005464 onl s.os r.sa � 4Surface Mount Annunciato'r; � , The 21 Light Annunciator can mount to a flat surface with connections through the 0.812 �� 5.8 Dia knockout on the back surface or through �� 0.812 knockouts on sides as shown. �i'''� j-� 0.86 �I�J) ,� \�,-i O O `� / l� 0.812 Dia. 0.812 Dia.� 4.53 Both sides � i taz ----i io.za_------.._.._...._...__� � 2.az _ '—�� � � Flush Mount Annunciator i _ � —� t.93—) • ; � � _ _ _ _ _ _ _ 1,_ ; i � ° '� � , This Flush Mount Box is recessed into i � I Four n;ounlinq hu�es lor,'�� � � i 2i ugmnr.nuncia�or - I the wall opening and the surface mount 7.09 � 4-mm-JJ Female Thread I � � i i � 6.ay annunciator mounts to the(4) 4 mm 87% Ro.ss _., i screw holes on the back surface. After � . 7.57 � 5oth Sidec ' ! i �''�•% T���° , _ _ ! ; wire connections are matle the front , .., ', , — ._._ ,_. - � ; ( �i< .. . . . _I,_».__... ... ....... _--��r� ; , ; � � ;: � --+ � � _� ,�Z; annunciator cover is aitached. ; , : ; �, �--• � — — — — — — — — '—— —_— � ,....._.....__..__._.._�_.__,. � _<�,; ; ;�_ , , __.... ; �. . '' - , __. — ; ��- _— i ,zr� cur ;o.s� ,. ; , ___, �� Q ; Rough Opening� ------..................._.._._.....64 ._..._..___._.._._.............__._� ' �� e�.�����> 6J5"x 9.88 Generac Po�ver Systems,Inc. • S45 b'J29290 HWY.59, bl�aukesha.�^JI 53189 ••generac.r,om :�^2G7(1 Generr.?os;rr Syslr,;ns.Irc.F.il-i;hts reservetl.A.II spr.cdir..alinns aic subj.^.ci tr,�.h:,nge r!ilhoui nr,lir,=,.f3ullatin J"uQd 1F.OS:;O-i3 rPr�nietl:n il.S.n.11:'t;'U � � . �� � � ��(�� INDUSTR�AL - ,w� ���� ..����..4,_�.� .��..���.� - �� - ��������� �����`���a�� industriai Genset - Battery Index �r_,__. __�,_�_,__ ��______..___ �,��.��.� ��� �,�.� �sa�__�. � • Warranty by Exide Corp. • Exide e-maiL tbgna��exide.com • 500-782-7848 National Hotline • Dry Barieries Availabie" Industrial Spark-Ignited Gensets-Available Batteries Syslem Generac Parl# Enc�ine Vullage Batlery�uanlity 058208(Group 24F) 077483 Grou,26 058665 Grou 27F 061119 Gmu 31 O6i104 Grou BD ( r ) 1 n 1 ( n ) t n ) G2.4 12 1 X G5.4 12 1 X XurD XorD G6.8 12 1 XarD XorD G90 12 1 XurD XorD G11..9 24 2 ' XarD Gt3.3 24 2 XorO XorD X=Ballery available wilh eleclNlyte and inslalled in genseL . D=Batlery availahle tlry antl inslalled in{�ensel Industrial[lieseF Gensets-Available Batteries Syslem Generac Par�# Engine Volla<e Banery�uantily J 058208(Group 24F) 056665(Group 27F) 061119(Group 31) 061104(Group BD) D2.4 Generac 12 1 X or D X nr D D3.4 Generac 12 1 X or� X nr D 'D4.;S.;.FPTj :1�2 1 X nr:D` 1D0&7130kW 12 �°�2t x�r� D67 FPT �Z Zt X or D 150&175kW D8.7 FPT 24 2 X or D D10.3 FPT 24 2 X or 0 X or D D12.9 FPT ' 24 2 X ar D X or D D12.5 Perkins 24 . 2 X or D D15.2 Perkins 24 2 X or� �16.0 Volvo 24 2 X nr D X or 0 D18.1 PPrkins 24 2 X or D X=Bal�ery available wi�h eleclrol�le ar�d in;lalled in gensel. D=Batlery ardilable dry and inslalletl in gensel. t=Single or tlual-parallela.tl ballery oplinns are available on 100 d�130kW Single-6attery oplion not available on 1 SO&175k�N. Battery Specifications � PJnminal CCA Dimensions(inches}Nominal ' P�rl fJumber Grwp Number' �,2;�:F A B C /� $� + O C' 058208 24F 525 6.75 10.63 9.D0 `�' � � 077483 26 52� 6]5 825 775 �g-�I 058G65 2iF 700 6.75 12.50 9.00 � 061119 31 92� 6:75: 13.00 9.40 osiioa 8D uss iti2 zo.�s e.ss � + 24F 27F C All baiteries are 12 voll,6 cell r,nir,;lnir,liou.I��etl r.alr.iunt lype j �. 26 31 O � Far 24 vnll syslen�s,ballwies are����irr,d in series. r' 'BCI Group Size relerence. '*Add an"A"su0ix tn the Generac part number lor dry batleries,which a�e shipped without electrolyte. 6enerac Power Systems,Inc. • S45 W29290 HWY.59, Waukesha,WI 53189 • generac.com �2013 Generac Power Systems,Ina All righls reserved.All specifications are subjecf to cbange wi�houl noiice.Bullet�n 07619i0SBY-H!Prinled in U.S.A.02i11/73 � '�tS' 11' i� ��I ! I��� �� � V ` GEliSEi�A��N' ��Dus����� - � .���.��, �;, ::, . _ ,����:_� �.��: ����� � ��� ����������� . - �������� �������� �� Accessories ��-��� ������- - ; �y , I'' '''��� �� � _ _. ._ . .._.�� - -�.����:�_�,��_-�� ,�..�,:s �_�_-�_.�---�-� ��-,��,,E-.,�-� _ -�� --.� �� �' � � � � ` `� ; ` � � '���� The Generac 2.5A 12 volt and 10A 12124 volt � � , ��— ��`�'���� "`' < � -- -� :� '-�. battery chargers are designed to work with _ �.__. �__� ___� � .. _ - . _ �. _.� : _�_ , the H and PM-DCP cont��ol panels to provide the ultimate in automatic battery voltage n?r.y k ',� � � � � P� mainCenance. .�� � . � � f x The 2.5 amp charger is self-regulating �� �- "89�,: gv � �;Nn� and produces instantaneous output current ` ` � :� j a '.. adjustments to keep the battery charged to an ,, , _ �O ;; � �" �` ,-,',, ' -� "` �� -���� �• ��� `���`� �-� `��3 �� optimum fevel. Battery voltage is read on the ,' } � control panei digital display. ..� � z � � ''�'4' _ The 70 amp charger has automatic float and � � �' ��• ���� � equalize control. It precisely monitors the 'r'i� battery's voitage and automaticaily activates the � " '� �' i� correctcharging m�de.The charge rate is limited �� � LL and contraiied to efficiently and safely maintain , .�, ,,� � , ��.� � ``��"""`��`� "�� ` - ideai battery leve{s under varying conditions. �_.. � � � �; ,:� � � � y 3,__ : , � �� �� � .-- x ��� �. �� The equalize system uses a controi circu'tt to Battery Charger shown from inside of Control Panei AF 4�' �- m limit charging currentto 10 amps.When battery Enclosure. Connections are made via an attachetl harness. voltage drops below a preset level, charging current increases to 5 amps and then to the 10 amp charge rate if needed. When the battery S�eCI�ICatfOtlS 2.5 �Cpp �:�0 A�p'p, reaches maximum charge,the chargerswitches ` to float mode to supply just enough current to Nominal Input 120 VAC 120 VAC maintain the battery at or above 13/26 vofts. Operating AC Line Vo{tage Range 108 to i 32 Volts AC 108 to i 32 Volts AC gattery voltage and charging current are read Input AC Line Frequency 5�/60 Hz 50/60 Hz at the control panel digital display. Battery Fuse N/A 15 Amps Nominal Charge Rate 2.5 Amps 10 Amps Equafize Voltage 13.8/27.6 Volts _ _ Float Voltage 13.4 13.0!26.0 ,� � � I�' Current L Equalize to Float Transition 5 Amps ' �� ,��� �"'���� Battery Untler-voltaye shutdown N/A 11/22 Volts � �"'`� �� � LED Indicators � - k�� <� : � � .' � ��i_ AC Line Voltage NIA Green LED � t`�� Battery Connected and Charging NiA Yellow LED -; �'� ��'� Battery Current Drain 30 milliamp 30 milliamp t���� �=� AC Line Connection Connector Plug Connector Plug �' �",: ���� :' Battery Connection Connector Plug ConnectorPlug �°� `"`,�«�,k � �_. � Control Connection AC Power Fail Relay �s > ��,� Form C 2 Amp Rating � ; "� rr � CUL Recognized Yes Yes - , NFPA110 Compliant No Yes Generac Power Systems:Inc. • S45 W29290 HWY.59, 4Vaukesha.l�Vl 53189 • generac.coin ..�,�tt Gena�ac Po:uer 5;;4ms.Int.�C riqht�reser:ec.fi�l cpzci;lcafion;are:;u^iect to chaoqe e,•iiho:;t no�ice 9ulielir[19typCc"oi-?_:%�r;<,d in U.$.A p..�,-. _ �� � � �� �� W _ _� � = �� Qo . w �(� . _ -�- -� � 1 ,,;. 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P r� � * t E� � 1 .. � E�1 p �, � r ., ��w1��3�✓ ���� �, ��'��� i :� � . ti �.. y� ��.. r s r � � �� }� `I� .��y� R �b��s i r r��� � (• f S � ��r �� �, : t��s � . �a 3 � �, � j � ` ' v�+�� i�` �3���,� �"a�'� 4ss��,�,, ' � y- {�. �,' �'`' � �� 't'��t :�„��`k-�s{ '�, s� tt � r � .,� s�a``m��u�t'y�y cr� ��� � '��S �,� 3 � z L� � �; u s �. � �- �' . ✓ -� at� t �. = t'". s F ���� �������$ ��` �x����'4�y a t�.,' E' � }t L` z ��� 7 �:�: ,� � f3 +��"*�,'�"4 �f`� �rs� � - � �t � �� � 4 a. ` � � y �� , k S �' �'�- Y i F �- f 3 ��=.' Te��Z��-�.. ^l TI f y-tif t Syx�`_`,- t y;-� . �' DESCRIPTION - GENERAC POWER SYSTEMS' generator enclosures provitle year-round weather pratection for your power equipment. Engineered with functionality and value in mintl, the enclosure design benefits are unique in that the enclosures utilize dimensionally matchetl components for either a weather protective configuration or a sound attenuatetl/acoustic configuration. With cammon components used between tlesigns, modifications and on-site upgrades can be accomplished with ease. The enclosure design offers several benefits over the "standard enclosures" of ather manufacturers. Generac's enclosures have been created with the goai of maximizing the customer's pratluct performance satisfaction while maintaining the functionality of reducing exterior noise levels and discauraging praduct tampering. Although others may require a �`premium" for a self-enciosed exhaust system, rugged steel panel construction or protective polyethylene washers untler all exterior panel fasteners,Generac inciudes these and several other features on every enclosure canfiguration. Be sure ta compare. Generac Enclosures offer additional design enhancement extras that other �`stai�dard enciosures" do not. 1 - Generator Enclosures � Post-free twin tloors Heavy-gauge, stainless Provides large, unobstructe� � StB21, partial pin hinges � service access with nylDn SpaCers ��� Durable,corrosion-free, , � � �°�� ���- ������ ��n� ��������'�`�� removable doors �''�� �. ������ �,� � ��" � 3 ����;�s--':�F s�� � �� #ra ,x"���€�� �f�^�w�� � a�<b � �� ,�.."��'� "'''� �� ` - � ,� �'--" ���` ����� ��- �-�x�� � �� Gasket-free, interconnected x ��;,° E =� � '� �� ��$�` roof panel joint � � k�� . -�F `" Drip-free,maintenance-free � � g Q� A��, � � F� � �t � � _ � � "�a .�a,s",�' t s,r., �.n. ts,�a. � �. � z .� � �� �� t«.. _..� � �'� s� �'� ��!`�, �"�i'€r��t,a�� ti���,'��'� ��r�4`#-� a"� `' �� �"��'�� ���a�� ���'���������``�z� sa���z�°��'������`� m �� ��� � �--,b,,,7^^.�'"�,r�,o��� j'�§�d—^€t�,�€�` a ''�a�a�f���`a'',�. �,�'``-�"�st r��'vf���'',`�' ��. i�" � � `���§�� � sa-. �r m;j"+ , �.� �� '- � : � � � � ' ��`'������:.� ,s-".� - ���r,v � �y ��;�,���` �� - k � y _������ � _ <#x-''�'y=.j 3"� � �-"'' � 4 , - a: d � l �°',��'��� �.� t r ��'c� �,� , � �� � �. ��� � � �� �����q�� re.,xiq� ,� p� .�� a��� �� , c.. . �'�S�''",� 3 �` „s' � �',�xM�t"d; �,� .4,.` . ,���"�#' �'�T- ¢. � �'- �Y �A"E Y :, � f �;s;;� -.� ��,�� � _ �, � � � �" �� � s� � �� �� �� �� � �� �_. � <,G �.�TM a 4.�e,��� r�:... �"�����,�,4�sd�'`ar��''�.c r��a' k�.�r,� ������ ,.. � i ''� ����� a-�i� ,..g,�'Yt��`�.Y,�� x�''���,��.`r� b"�.F z�� ���`"� '�^� Y 'h' :ti '����:� ",� ����� �� �� ��-���'�°�� �— " �r ��'�"���"��, u„�..—�:t i� .�_ a-, ?v:�s��..,..b.-a�ia,>x'�. �.��`�.�:�nhs. __r �,m�.: �;_ �� Two-point door , , � Lockable turn and � -� �� latch system ���.�`� ':��� • M � k R� �v tuck stainless steel � Ensures proper seal reventin ��' ." ���'� '� � P 9 .�����`� z��� �����„�, � latch handle � water ingress and sound egress �` ��� � �� � ���� � Corrosion-free, non- �� �"� � -,�r �,�t���, � ��������^ � �� ' pfOtl'Udl(lg 811d 52Ct1�2 �� ����m � ��r � ����yti�, � �� � ����F�; � � R..�5� � Y�'.+t� E .�' �� ° W -3 �-� 3 ? d � :Y'�� � '�,r'. .,k �, � �' .....E�'�..���.�,'f' --F- � y. �, r �� a l s�'- s�� �. z �' � �a,�,,,� �5"�-��' �,v#1� � �«x��� *��� g� ;?� d .��.� �s� � ��` �� ��. n i; � ��c,����i � 6°i"�'$�'� K- Yry� � 4 � �� .� � S'tj' �{}e �'g"� ��:y� L` �'.� �,.� �� ++�'> ��5�,. ��''� � Rt' �•�a .t��,ir}��"# { �E �. f J' .� .f 'Si• �q � � f S._ m'�R`� '£.i# � �'F� �e� �,��'"�.. A"h�.. Ea �` Rs � �"` ,t�4ti:L�""i'� u � .�,`�� s �` � E,-s �t � �:A .+�-:, '��i�.. +��� r� fs ,�� '� � � ������} � � -0�� �.� �v�� "� ���' ��i��3 �`' .,�� ��� �' � —#�� � `�� � � �' r- ���� ;� � ��� ��>n� �" (� � p kc��u���L �,�, � `? . ,��' g . ���., � `�.�, '�'��`t�� � �: ��,�-;,��s��a `��x�k r �, k i� �, ��" —� -� �y t�:� , � ��s � � � *�� � �t ��.���,�+s + � �� x � , �` . _ ._�u*daz.....�a�..�_�st � §��, � a ��� � � � � � ����� �� '�'�� �$ _�, Dense, closed-cell foam insulation ������ �,�t �.;�; r � �� � �.� � ; ;� � with re#(ective silver Mylar layer ��,:� � � � Im�raved solm�l attenuation�vithout � �����- �� � damaging eiiects froi�� radiani heat exposure � �. ��,� w;.� - 2.� � .�� ..�.> >�T�� G�NE�A�i INDUSTRIAL I • �.,,.,.� ��,��� — I Generator Enclosures FEATURES: BENEFITS: ■Dimensional Matching of acoustic and non-acoustic enclosure designs ■Retl�ces variation in fuel tank pricing,inventory;removes need to change out fuel tank or retrofit ■Standardized enclosure components" i Ease of retrofit or upgrade to acoustic system;reduced parts inventory, � costs ■Enclosure mounted directly ta unit baseframe ■Simpliiied tlelivery and installation with enclosure and unit in single component design 0 Electrostatically painted panels ■Maximum protection from weather elements ■ 12 or 14 gauge stee!based on kW rating ■Maximum sound attenuation;protection and product life ■Aluminum Enclosure optional ■Prevents corrosion in coastal regions o Stainless steel door latch and hinge hardware ■Provides extended component life;maximum protection against rusting m Stainless steel door latch strike plate ■Ma�cimum protection against enclosure paint damage from door latch pin ■Door hinges utilize slip-pin design ■Provides quick door removal for full-unit access ■Polyethylene gasketing under door hinges ■Additionai protection for enclosure paint finish ■Keyed door latches ■Proteciion tor equipment antl personnel ■Large removabie access doors ■Ease o(maintenance W Relocation of access doors A Provides improved access to MLCB on all units ■Redesignetl door gasketing ■Improved sealing quality from sound and weather elements ■Weather resistant aluminum roof design with drip ledge ■Provitles optimum moisture/rain runof(from unit ■Cabled and gasketed radiator access eover ■Provides improvetl radiator access and adtlitionai protection from weather elements o Acoustic roof panels manutactured wilh mechanical retention pins ■Increased acoustic foam retention within unit ■Polyethylene washers under all panel fasteners v Addiiional paint finish protection frorri stainless steel fastener ■In[ernally fastened enclosure panels(where possible) ■Provides streamlined unit appearance e Additional roof panei stiffener ■Added overall compartment rigitlity and acoustic foam panel retention e 5elf-enclosed exhaust system �Provides safe unit operation;no enclosure hol spots;streamlined unit appearanee ■Discharge air cluct has been designed with minimal fasteners e Ease of removal and access to exhaust system ■Stainless steel exhaust band clamps ■Provides extended component Iife;ensures proper exhaust seal 0 Drain holes within air ducts �Enables maximum�vater run-off ■Rodent-proof:tamper proot enclosure design ■Safety and security for personnel and equipment �Retlesigned baseframe lifting lugs 0 Ease of unit relocation;prevents compartment damage from lifting straps ■150mph tivind kit options ■Meets locally enlorcetl wind requirements *Consuli Generac eower Syste�ns,inc.installation dra�vings tor specific coniigurations and dimensions. Gznerac Povder Systems,Inc. • S45 W29290 H��'!Y.59, 4'Jaukesha,lydl:,3189 • g�nr,rac.ccm .72C�19(ien^ta-.Yo�a�•S��s'ei^5.In:.nli ur,'iC;'t:,�°,e..:i i;il s> i1:rn i„r,s�c:.il;lect io r,h�n3e�.i:nout'ntice Fu le:i^C1;3'3JS'•�.F ir:led ie U .• 7?:�5:7�� - - -- � - , n II � ....���� �� ���� ���� s;� �� II �.., �;, �.�..,. �'�� • Generator Set Standard �o�t.0 � , , . - � ._. __ .�. _ � ___ � _, � _�_�_�_ � � ..������. a� .. ..����� _. �,� ,�� ��� �e� ��r.. a �a _ � �_�r�.� � � y�t, j��,��- :A� :��� ���'�� � p� q, f,- E� � '�.�° ��Y: � y�� ;�a x`Y�.`��`"��„�����a� r� a�' �� �1 u9�`�� � ^�'�-^':�-�.r�A Ca � � � �q�.. { T n ,��g,, .y,�> ,�3'��, � ��a (t� b� j s�:� # k 4 Y� �� il.�""��F`,. ""MY "f�' £ nv g »�f � 2��s w���A 3;}`A'�°'L'��,`,�. _"-�, t y �. ' �2 � �.,�„ ��,-��•� �k^�.�,�,��"��•� � ;i '� ; ���h��r u�`i�r�a,��7�'�`���,.^,�''^e�"�"'� �`.`"�% � :` a a ` `�� ,yf�`���ct�,,°�s�'���5"��t !f k A t �_�,.�� � Y., . ��� ZY� 9M's'Fw4f�'�4"�I.�,Rk��,�� ti.���`� . :�� �.',,� �jN��vi�'.5�'Y'�Y �s �f1� � � yP' �� ��M � - �,' =� . r � ,�` � w�� '� � ��'�,�},h'°Y9+ �° . � �rs� �i�"� °,,.�=�` � �zz,�� `�'`. f:� a. 'k. �s"�� C.�'�t�,>� i'�� ��'X t �''� 5.g'.��.4. ., N �''fr��' � . �, ..+ ��*`�Yi:��,.e4`fi���.�Y � �. }3��}k *� 2 E y_ . �� �. �� „� '4�. �.+��: � ��:. � U�r p�Y �"Y ����� Y��� � ��� �y� L 1.�� �,M� �' M1r�;,"�, � k t �.� '., �',f 4 4�.�Y 1,fi�I � . ��,� 9�e e�. : ' . , ��,.. � '* � r� r s �'o-e� - - e; � rr `s ���a [ 5': • k �" ,..,,h, � � ' ' , �� • _. �r,�. _� _.,. � v,�r..<_ ��. _ _.�.� ..�.0 �,�. -_ �_� Generac's RhinoCoatT"' finish system provides superior durability as a standartl for all Generac industrial enclosures, tanks and frames.* ��������,._ ����a�`���`�� Generec's RhinoCoat""finished surfaces are subjected to numerous tests.These include: �+.► ASTM D-1186-87..................................................:.................................................2.5+MIL PAINT THICKNESS , r ASTM D-3363-92a..................................................................................................ADEQUATE MATERIAL HARDNESS � ASTM D 522-B...........................................................................................................RESISTANT TO CRACKING iiASTM D 3359-B..........................................••............................................................EXCEPTIONAL ADHESION i ASTM B117 D 1654....................................................................................................RESISTANT TO SALT WATER CORROSION � ASTM D1735 D 2654..................................................................................................RESISTANT TO HUMIDITY � ASTM 2794 93(2004)..........................................................................:................:....EXCEPTIONAL IMPACT RESISTANCE r� SAE 11690-W SPECfFlCATiONS..............................................................................UV PROTECTION In addition to the Yesting standards above,Generac adds the following test requirements more specific to generator applications: M; RESISTANT TO TYPICAL OItS w RESISTANT TO TYPICAL FUELS �: RESISTANT TO TYPICAL ANTIFREEZE � RESISTANT TO DiSTILLED WATER ` .� �` � . . ��,< . � ; ; A,. °� �� ;';r A�1M x,: U1�� � 'flhinoCoat po�,ad2r;ca(p��n:i��.du�a:;�a3::J cor�e<_�an resis;ant h�r+eve!il i�nei a�us:�rever:;au•:�e.Gener<-:c:;rir�;;s i!���`U'�::1�:'CO�.'2::par1�to a;sisf�+�i�h resistanca�0 C!i(I'v$:UII. � � ��" Generac Po�raei Systems In.r, �0 Box b. �11%aukesha,�ti'I 531b� • qencrac.cci�i .... ,. rc�,�N, �� ,. -;'?�G£Gcr.zrac Pvr.er Stsler�s.Inc%.l nr,his�es����e:l.�II��c:dtca:wr,a�e�,�l:��ot to chanye Lvit",eu'-ot. .P.u�le!in G1E^ .35BY�Ri tre ir:U,6 A.,71.05 �,�,.�.�d,. � I . w I � � � � ���(`t' I ( I Y��� ��V� ���1l���P � G�ns��: SD080 4.5L Iveco E��ciosure: Weat�er Pratected Enciosure Back Pos 1 GENE TOR END Right �eft Pos 4 Pos 2 RADIA OR END Pos 3 Frant Measured Sound Levels -60 Hz 94 ........_.._. __...._�...... ......�. �...._._..�.._....... _.........�_�.........._.....:._._ ..............._.........__...._..�._..._......_..._�_._.........,............_._._�......._..._....�._.._.__..r�..._..._._._...�._..�.._.__.....__..._..___� �_..._.. _...__. �..� ................._.., �_...........__�. .,.__�. � � I I I � I I 1 I 92 -----------�----------r------------�------------ ---- ---- ---------- , , , � � � , , � � 90 ------------+------------+------------�------- --+ -------�- - , � � � � � � � � � 88 ' ' ' � � � , , � � � � � � � � d 86 -----------'-------------1---------'------------1------------�-- Y , , , � , a> � , , ' ' � 84 -----------;-----------;----------;------------;--- ----;--- ~ -------82.4 � � 82.2 � � 82 -----------'- -------'------ Avg.81.4dBA------;- , � � ° ^ 81.2 � � � � � � QSO __"____'____�_'_______'___T_____________�_____'__ _' _ _ _�_______'_'__� � � � � 79.6 ' j -� �8 � � I I � g -----------�-------------r-------------�-----------,---- ---�----------� � � � , , � 76 ----------- --�-----------r---------�------------=---------- ---------- r i i i i i i i i i 74 ------------�------- +-------------'-------------� ------�-- - , � � � � ; , � � 7'� _____________I______-______1_________-___I_-___________1___________-_L____________ , � � � � , , � � 70 ' � 2 3 4 Position Number --�--Actual Average Notes: 1. All positions 23 ft(7M)from side faces of generator set. 2. Generator operating at full load. 3. Test conducted on a 100 foot diameter asphault surface. 4. Non-enclosed sets do not include exhaust sound during testing. GENERAC POWER SYSTEMS DATA SUBJECT TO CHANGE WITHOUT NOZICE 0184810SSD 10J09 � . � TYPE W P CAUFORNIA DYNAMICS CORPORATION � �� SANDWICH PAD 5572 ALHAMBRA AVE. WAFFLE NEOPRENE LOS ANGELES, CA. 90032-3106 AND CORK ,106: FILE 316 • 06 06 01 CUST: DATE: ENG'R: TAG: ALL SPEEDS WP —Pad prevents equipment rocking by compensating for mismatch of 4 rigid support points to typical wavy floor surface: EQUIPMENT w/4 rigid suppory points COMPRESSOR (TANK MOUNTED) � TO MINIMIZE DISTURBANCES FROM � � � � ` ENTERING THE FLOOR. . ��y`` :..:. ��;::;:::=`;:::' .:T!.�i:.3r::i'.;.�:;::.�r: "�.::�:'��:,.�.t . . .?'!�:�•i;q;'::�::::A;y:`:;;:::: :;:'r;;?`:i.is.'n':',�;;i,�:� HIGH SPEED WP —Pad eliminates noise and reduces '�:�. • �:;;:+��;�4:;� ' ..:.:........ .. � � ;.:. �::.: �.� ,�,:;:;::_' 1500 CPM AND UP vibration transmitted from : '`::�:�'��'':::::::,;:,� "'"'"�`�^�"" '`` �'� :.`�*:it :n,!,.:r:: ,-'.^n�t.:.�:�t.s: '::;...%'.!`A�h:-��..:� . i::: '. ENGINES :.:.::::._ ...:�_ ::.. .. ;;::::.�.,....:. :.��a:��;. F.:;;,.�y�:���:.::���:�� ��::..:.; ::...�:,;.��. �`�` . .::::.... 3:i;,:;;�bi3>�:<�;.'.;�..;�«'�K��;�:r•.�- . TRANSFORMERS +�"� :�<" PUMPS and PIPING "°'`�h"r�'�"�°'�"�` ,.;..- STEAM GENERATORS ""` ': CRUSHERS Quantity 4 LOAD CAPACITY LOW SPEED WP —Pad limits impact shock tronsmission Load Capacity to 60 Lbs./Sq.inch 0 TO 250 CPM and simplifies instaliation of: PUNCH PRESSES SHEARS THICKNESS VACUUM PUMPS Standard Thickness — 1", others available HAMMERS TO MINIMIZE TRANSMISSION OF NON — SKID DISTURBANCES FROM THE FLOOR. Tread Surfaces Resist "Walking" LOW SPEED AND WP —Pad protects these sensitive HIGH SPEED instruments, machines and devices 0 TO 250 CPM AND from low frequency shocks and high DURABLE 1500 CPM AND UP frequency vibrations present in the floor. GRINDERS Cork and Neoprene are oil and ozone SURFACE PLATES Resistant. MACHINE TOOLS � INSTRUMENTS MAXIMUM PAD SIZE 36" x 36" FACTORY CUT SIZES LISTED STANDARD CAPACITY SIZE Max.Load SIZE Max.Load SIZE Max.Load SIZE Max.Load (Inches) Selection (Inches) Selection (Inches) Selection (Inches) Selection At 40 P.S.I. At 40 P.S.I. At 40 P.S.I. 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GENLINK I2� REQUIRED F�R PR�GRAMMING. 3� � 2> TB4 MAX WIRE SIZE: #10 AWG � REC❑MMENDED TIGHTENING T�RQUE� 14 L$-IN 4� � GND 120/240 VAC 5� u� UTI�ITY SUPPLY � >�� N C BY CUSTOMER) 3) TBI, TB2 & RB3 MAX WIRE SIZE� #14 AWG 68 o Jo �i RECOMMENDED TIGHTENING T�RQUE: 12 LB-IN �� ��a 125A ! e� °` ❑R tOAD CENTER 4) REFER T❑ H PANEL MANUAL F❑R �W� INSTRUCTIONS ON ENABLING HTS s� � >`�� u vERIFY CDMPDNENT TRANSFER SWITCN. REFER T� HTS �p N�¢ GND RATINGS FOR PROPER � �2 SUPFLY VpL7AGE TRANSFER SWITCH MANUAL F❑R DIP I 11� � ro BE PROVII}ED. I SWITCH SETTINGS F�R MULTIPLE HTS � 12� � APPLICATIONS. I 13e � I 57 CONN�C7 THE RS48S ❑VERALL SHIELD i �4e � A7 GENSET CCINNECTION 7ERMINAL DNLY. � o _ — � HIGH VCILTAGE CONNEC7I�N PANEL gp� � RB3 wa � ENG7NE FUSED ��� FROH COMM REMOTE GND RUN DC � N - o P m d � m N ATS PDR7 a $TART - �-� ��r'-i � GCr N-' �� r�A� r--� D I P�YER POWER a N N NDTE 3 r� �� e � `* � � � � n � o z z� o z � o z z �oy z z� Q � 0 � 0 0 � � � 0 � O O 0 � 0 0 0 � 0 0 Q � I U U�l-�_J T 61 � - � U� V N UI N TB Z _ m P (/� � N �' � AU% 4 AUX 3 ALJX 2 �AUX 1 � Q ry V 0 � � J 0 r � 0 ��� � � �PARE ❑UTPUTS NpTE 1 ` — — N�TE 3 — — — L�W V�LTAGE C�NNECTI�N PANEL � m o W Q 15A/220A AUX CONTACTS C. Nl N2 N3 N-C. r,.n. T1 T2 T3 Ni N2 N3 E1 E2 E3 T2 Tz T3 183 0 ,, � � e � E1 E2 E3 �2-W IRE START , B RS485r GTS TRANSFER SWITCH a �stas- RS485t @ N�TE 5 � � RS485 <SHLO) RS4B5-e � � , • RS4B5 (SHLD>B B �NOTE 5 H s S TRANS�ER SWITCN DC SUPPLY . e �sA��zoa NpTE 4 � DC SUPPLY - � Q - - / RAP/RRP 019'I 120SSD BL 72/10 DATA SUBJECT 70 CHANGE WITHOUT NOTtCE � �.. _ . � � � WAPKANf� �yppRAliSV GENERAC POWER SYSTEMS STANDARD TWOYEAR,LIMITED 1NQRRANT.Y' FOR STATIQNARY EMERGENCY POWER SYSTEMS NOTE:ALL UNITS MUST HAVE A START-UP lNSPECTfON PERFORMED BY AN AUTHORIZED GENERAC DEALER. For a period of two(2)years or two thousand(2,000)hours of operation from the date of start-up,which ever occurs first,Generac Power Systems, Inc.will,at its option,repair or repiace any part(s}which,upon examrnation,inspeciion,and testing by Ganerac Power Systems or an Authorized/ Certified Generac Power Sysiems Dealer,or branch thereof.is found So be defeciive under normal use and service,in accordance with the war- ranty schedule set iorth below.Any equipment that the purchasar/owner claims to be defective must be examined by the nearest Authorized/Certified Generac Power Systems Dealer,or branch thereot.This warranty applies only to Generac Power Systems Generators used in"Stationary Emergency" applications,as Generac Power Systems,Inc.has defiined Stationary Emergency,provided said generator has been initia{ly installed and/or inspected on-site by an AuthorizedlCertified Ganerac Power Systems Dealer,or branch thereof.Scheduled mafntenance,as outlined by the generator owner's manual,must be perforrned by an AuthorizecUCertifled Generac Power Systems Dealer,or branch thereof.This will verify service has been performed on the unit throughout the warranty period.This warranty is Eimited to and availa6le only on Liquid-cooted units. WARRANTY SCHEQULE YEAR ONE—One hundred percent(100°'0)coverage on mileage, labor,and parts listed. •ALL COMPONENTS—ENGINE,ALTERNATOR,ANQ TRANSFER SWITCH YEAR TWO—One hundred percent(100�o)coveraga a�parts(istsd. •ALL COMPONENTS—ENGINE.ALTERNATOR,AtJD TRANSFER SWITCH PARTS ONLY Gearbax Equipped Units- Limited Gearbox Coveraqe YEARS ONE THROUGH FNE—Parts and labor coverage on gearbox and components. YEARS SIX THROUGH TEN—Parts onty coveraqa on qearbox anct componenls. Guidelines: •Warranty only applies to permanently wired and mounted unils. � •Any and all warranty repairs and/or concerns,m�st be performed and�or addressed by an AuthorizedlCertified Generac Power Systems Dealer,or branch thereof. •A Generac Power Systems,Inc.Transfer Switch is highly recommended to be used in conjunction with the generator set.If a Non-Generac Power Systems,tnc.Transfer Swltch is substituted for use and direcily cause&damage to the generator set,no warranty coverage shall apply. �All warranty expense allowances are subject to the conditions de#ined in Generac Power Systems Warranty,Policies, Procedures and Flat Rate Manual. •Units ihat have been resold are not covered under the Generac Power Systems Warranty,as this Warranty is not transferable except with change of ownership of original structure. •Unit enclosure is only covered during the first year o€the warranty provision. •Use of Non-Generac replacement part(s)wiil vaid the warranty in its entirety. •Enqine coolant heaters iblock-heaters),heaier cor�trols and circuEatinq pumps are only covered durinq the first year of the warranty provision. TFilS 1NARRANTY SHALL NOT APPLY TO TNE FOLLOWlNG: 1. Any unit builUmanufactured prior to July i,20Q4. 2. Costs of normal maintenance(i.e.tune-ups,assaciated part(s),adjustments,loose/leaking ciamps,installation and start-up}. 3. Any tailure caused by contaminated fueis,olls,coolaats/antifreeze or lack of proper fuels,oils or coolants/antifreeze. 4. Units sold,rated or used for°Prime Power","Trailer Mounted"or"Rentai Unit"applications as Generac Power Sysiems has defined Prime Power, Trailer Mounted or Rentai Unit.Contact a Generac Power Systems Distributor for Prime Power,Tra'rter Mounted or Renial Unii deRniiion. S. Failures caused by any ac1 of God and other force majeure events beyond the manufactures co�trol. 6. Products that are modified or altered in a manner not authorized by Generac Power Systems in writing. 7. Failures due,but not limited to,normal wear and tear,accident;misuse,atruse, negligence,or improper installation or sizing. 8. Any incidental,consequential or indirect damagas caused by defects in materials or workmanship,or any delay in repair or replacement of the defective part(s). 9. Damage related to roden!and/or insecf in#esSation. 10. Failure due to misapplication,misrepresentation,or bi-fuel c�nversion. - 1 1. Telephone,facsimile,ceffular phone,sateiiife, tnfemet,or any other comrnunication expenses. 12. Renial eyuipment used while warranty repairs ara being oerformed(i.e.rental generators,cranes,etc.). 13. Overtime, holiday,or emergency labor. 14. Modes of transportat;on deemed abnormal(refer to Generac Power Systems Warranty, Policies,Procedures and Fiat Rate Manual). 15. Steel enclosures that are rusting due to improper instaliation,location in a harsh or saltwater environment or scratched where integrity of paint applied is compromised. 16, Any and all expenses incurred investigating performance complaints unless defective Generac materials and/or workmanship were the direct cause of the problem. 77. Startinq batteries, tuses.liqht bulbs,enqins fluids; and overniqhi freight cost for replacement part(s). THIS WARRANTY iS IN PLACE OF ALL OTHER VJARRANTIES.EXPRESSED OR IMPLIED, SPECIFICALLY,GENERAC POWER SYSTEMS MAKES NO OTHER WARRANTIES AS TO TtiE MERCFiANTABILITY dR FITNESS FOR A PAFTICULAR PURP05E:Any implied warranties which are allowed by law,shall be�fmited in duration 2o the terms of the express warranty provided herein.Some states do not allow limitations on how long an implied warranty lasis.so the above limiiation may not appfy io purchaser/owner, GENERAC POWER SYSTEMS ONLY LIABILITY SHAI�L BE THE REPAIR OR REPLACEMENT OF PART(S)AS STATED ABOVE.IN NO EVENT SHALL GENERAC POWER SYSTEMS 8E LIABLE FOR ANY INCIDENTAL. OR CONSEQUENTIAL DAMAGES, EVEN IF SUCH DAMAGES ARE A DIRECT RESULT OF GENERAC POWER SYSTEtv1S, INC.NEGLIGENCE. Some states do not allow the exclusion or limitatian af incidentaf or consequential damages,so the above limitations may not apply to purchaser/ owner.Purchaser/owner agrees to make no claims against Generac Powar Sysfems, Inc.based on negligence.This warranty gives purchaser/owner specitic lega!righis.Purchaser/owner also may��ave other rights that v�ry irom state to state. Generac P�wer Systems, Inc. • P.O. Box 8 • Waukesha, WI 53'1 87 ' Ph: (262) 544-+�8'I 'i • Fax: [262] 544-485't 't-$88-GENEFTAC ['1-SSS-436-3722] g�it�e;;n016f+?90SBYRcv.Al�rimc•dinU.S.A, tO.CA . Printed in U.S.A. i. .^-• VIIA - 'I'.I. Biil of Materials (Quantity: 1)GENERAC 80 kW Stand By Diescl Gencrator. 1 - Generac industrial diesel engine driven generator, turbocharged/aftercooled 4 cylinder 4.5L engine, consisting of the following features and accessories: • SD0080KG174.SD18HBYY3 • Stationary Emergency-Standby rated • 80 kW Rating , synchron�us alternator, wired for 277/480 VAC 3 Phase, 60 HZ • Brushless excitation • 0.25% vottage regulation • H-100 Control Panel o Meets NFPA 99 and 110 requirements o Temp Range -40 to 70 degrees C o Digital microprocessor: ■ Two 4 line x 20 displays, full system status ■ 3 phase sensing, +/-0.25�/a digital voltage regulafiion • RS232, RS485 and Canbus remote ports ■ Waterproof connections • Alf engine sensors are 4-20 ma for minimal interference ■ Pragrammable I/O • Built-in PLC for special applications o Engine function monitoring and control: ■ Full range standby operation; Programrnable auto crank, Emergency Stop, Auto-Off-Manual switch • Isochronous governor, +/-0.25% frequency regulation • Full system status on all AC output and engine function parameters • Service reminders, trending, fault history(alarm log) ■ I2T function for full generator protection ■ Se{ectable low-speed exercise o HTS transfer switch function monitoring and control 0 2-wire start controls for any 2-wire transfer switch • Electronic governor Frequency regulation, isochronous Steady state regulation +J-0.25% • 150A UL main(ine circuit breaker • Standard weather protective enclosure o Industrial Grey Enclosure, powder paint finish • Critical muffier- installed • 110AH, GRP 31, 925 CCA battery o w/rack installed • l0A Battery charger-installed • Battery charging alternator t:�L1A ACOUS�'ICAL CONSiILTANTS 177 Riverside.`F Newport k3each. CA 92G63 Cerli/ied Acor-rstiecil C'orzrirltu�zts �Phone i 14 9GQ-7�3 i Call P,hune 9d9>jd-302v Email: RColia;�%socal.rr.com L 13-032 April 8, 2013 �Ir. Chris Tooker Tren d.ziti�n s 25691 Atlantic Ocean. Suite S 13 I,ake .Torest, CA 92630 I SUBJEC'i: Acoustieal :�nalysis for the Proposed VHf� Exlcrior Emergeney Back- Up Generator at 15�0 V�lley Vista in Diamon.d Bar Dear Mr. Tooker: t1t your request I have prepared an acoustical anal_ysis of the new VHA I;.�ter.ior EmergencS- Bacicup Generator proposed at 1550 Valley Vista in the Citv of Diamond Bar. The unique. feature of this nroposed proiect is the proxirnity af' the new15� proposed emergency generator to existing residences to the south. The City of Diamond Bar Enterior Noise Standards (Table 3-9, Section 22.28.080) specifies that projected exteriar noise levels are not to exceeci �0 dB11 Y�etween 7:00 a.m. and 10:00 p.m., and 45 dBA bet��,�een 1U:00 p.m. �:nci r:00 a.m. ai the closest residential property lines. Current Noise Impacts � The current noise impacts ��rere made on April �, 2013 bet��een the hours of 11:00 A.M: t� 1 2:50 A.M. iiear the proposed exterior backup generator locatioil at the VHA site as shown in Figi.are 2 (Sites 1 and 2} and at the soutl� pl�oject side of th.e site. The measurements were made using the �-weighted scale of a Bruel ancl Kjaer 2230 Preci.sion Integrating Sound Levcl Meter, 'I�-�pe I. The za�eter �vas calibrated before the measurements �Zd �vas foui-�d to be ��-ithin 0.1 dB of toler�zce. Figure 2 shosus the siCe measurement locations. 1he results are sl�ovvn in Tal�le 1 on the followina P���� 'l,here are e�isti.t�� sin.gl.e tamil�: residences t� the south project sicle at. a ciistance of 920 feet from x�roperty line to p��opert�� line. Betc��een the subject project site a.ncl residences to the s�ttth a.re tr��o e�isti„r 2-story commei-cial �t an elcvated t;rade e��l�ict� car.i acl�is a sound shielding f.o.r thi.s ����ruja>ci. L1.3-032 April 8, 2013 TABLE 1 lltle�surem.ent Results, Ap�zl 4, 2013 S.ite Measurement Location Measured Nleasured Measured Caiculated Hour Leq, ciBA Lma�; dBA Lmin, dBA Cl�IEL 1 I 1:20 AivI West PL 63.7 67.0 60.2 66.0 2 11:40 AM West BL 61.3 63.4 58.5 b3.6 Site 1 was positioned on the west property line {PL) site and Site 2 was loca.ted near the buildin� line (BL). The measured Leq Uatues shown in Tablc 1 are ihe ambient noise levels without the project generated noise impact. The ambient i noise impacts are the result of freeway road�vay traffic on Route 57 to the uuest a.nd Route 60 to the north. Yroject Generated Noise Impact The potential noise impacts from the subject project z�ere determined in a worst-case scenario. Figure 3 shvws the reference noise lecel measurements Cor the GE�IERAC SD080 Industrial Generator proposed for this subject property as its exterior backup emergency generator. The red cloud in Figure indicates the projected reference noise Icvcl for this generator will bc an average of 81.4 dBA. This value will be uscd in tl�.e ai�alysis. The Tnea.sui-ed distance to the closest cesidential unit (1704 Autumn Glow) to the south as confirn�ed by Nata.lie of the City of Diamc:�nd Rar Departmeni. o�Pl��rining is 92Q Ceet. The purpose of this study is to evaluate the noise potential impact to the closest residential properties to the south oY the new exterior emergency ;enerator (see T'im.lre 2). Using the reference noise level for the GENERAC ge�lerator of �7..4 cIBA the new projer_.t noise levels were projeeteci to the south property lii�e at a dista�ice of 920 feet t�sing a point source drop-ofI rate af 6 dF per doubling of distance. The project.ed noise impact to the residences to the south was calculated b5� the follo��n� equation: Leq = 20 Log (23'/920') + 81.4 dBA = 49.4 dBA 1�Ghcre: Leq = Averabe noise level 23' = Reference noise le��ci distance for generator (7 meters) 920' = Distance from project PL Co south residenti��l PL 81.4 - Re:fe.rencc acnei-ator avera�e noise le��el _��_ L 13-032 April 8, 2013 TABLE 3 Noise Levels Refereilced to Adjacent Residentiat Property L.ine to South Noise Source Distance to South Property Line Projected IVoise Dist., I�t. Level, Leq, cIBA Exterior Gerierator 92Q 49.4 dSA � Projected Noise Level The projected VHA emergency generator noise level of 49.4 dBA �ras projected at a distance of 920 feet Lo the closest residencial pr�pert�� line to the sc3��th. Table 1 shov��s the ambient noise leveis (�vithout the projectj is 61.3 dBA Leq from roadway traffic on the �7 and 60 Freew�ys. The Citv Noise Standards ]imits noise levels �.t resictential propertv lines to 50 dBA durinn thc clay (7:00 A119 to lO:UU 1'MJ and 45 dBA at night (10:00 PM ta 7:04 AM). Thus, the projected noisc impact is ei>ithin t.l�e liinits fo.r the davtiine st��clard (50 dBA), Uut is about 4.4 c1BA higher thasi tlxe nighttime stand�u-d of 45 clBf�. This inf�rmacion vviil be used to determine the mitination measures for the project. NIitigation Measures Because the projected emergency generator ��oise levels are hi�her tha�1 the nighttime standarcl of 45 c1BA miti�atinn mea�uT-e� tivill he neede�i_ The architect has indicated there will be an e_Yisting ei;ht (8) foot enclosure around emergency gene.rator. This wall will act as a sound barrier to shield the generator noise impacts. The enclosure wall will provide 7.1 dB of noise reduction so that the shielded noise impact �vill be 43.1 dBA (SLEV in I'able 4)) �vhich meets thc City nighttime standard of 45 dBA (49.4 dBA minus 7.1 dB shiclding equals 43.1 dB.4 shieldedj. See barrier calculations in Table 4. Thus, specify an eight (8) foot enelosure wall around the Vf3A emergency �enerator. Def nitions: Equi��alent Sound Level {Lcq) is the time �veighted a�-�era;e of ali noise levels �vhich occurs ot-er a specific time period. Leq is used to describe fluctuating sounds over long periods of time. The �quivalent� signifies thc numerical ��a1L�e of� the iluctuating souncl is equi�-alent in let>e1 t.o a. stead�T state sc�i i ti�l urit.l� f he S�mc: air�c�u F�t n(lol:al energy. �, -J- L13-032 April 8, 2013 If ti�ou have any questions regarding this information please calL Sincer 1y; �`'� / �� , �� / � f � '� ��� r� � � /� � �,�1 ,,�`;- I ichard Colia � Certified Acoustical Consultant 1 r�BLE 2 A-Weighted Leq Noise Level Qata Coifected During A Representative Sampie Period On April 4, 2013, Together With Calculated Houriy Leq Values l�nd Resuiting CNEL Value. Site 2 One Hour Houriy Leq Hourly Leq Adjusted Period Data, (dBA) Weighting Hourly Leq 'I Factor 0700 64.1 0.0 64.1 0800 62.2 0.0 G2.2 0900 61.2 0.0 61.2 1000 61.1 0.0 61.1 1100 61.3 MEAS 0.0 G1.3 12 C70 61.4 0.0 61.4 130C� 61.5 0.0 61.5 1�Q0 61.7 4.0 61.� 1500 62.9 0.0 62.9 1600 64.4 0.0 64.4 1700 64.1 0.0 64.1 1800 62.4 0.0 62.4 1900 61.g O.Q 61.0 2000 59.9 0.0 59.9 2100 59.2 0.0 59.2 2200 58.2 1 fl.� 68.2 2300 57.6 10.0 67.6 0000 56.4 10.0 66.4 01 OG 53.6 9 0.Q 63.6 0200 53.6 10.0 63.6 0300 52.4 1{}.0 62.4 040� 50.6 10.0 60.6 0500 51.6 10.0 61.6 0600 55.4 1 fl.0 65.4 24 Adjusted Leq Vaiues,' 24 = 03.6 C�lEL �"A:�L� :� ���i..�f�.�.i' �'J;-:�'f�l��� i,;{a_1_�'�.i�/-i�itl�� iv�t�'9-2�,..^v�."��:�i � '�v_..P (� �:Y f£P � r"� �: ' r" l`'"9 C` �^`s s��" „ f :.'.. 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'"� ,�.w., . f l � �` �J 9` `'�°' '� � � � �1?��° `�� � � ,p- ° :�x � - '� -' � � s �C� � �..� � '�� } � , i d"� � � � ' ' ���' "�.s c �.. �;� .� ���" � � .�� +��w r f:".� ''' �a ::�'z' S�•F� �: E ,�,.�. '� �'w"-'� �.�d^`d�i � 7, a � t�.rx. �'(1� o � �� -y r :F �,� � �> _.�'-�.gt.�� '�:1.> �}✓�^ ��.�.;ry,� �<'_ �. � � �''��� - �� ^�� 'L4" . .s.S.� .�.�" �'v�`�.�� �:�r FTGtJRF., 3: Site Pl�u� Shawing Nez�- Z'HA E�ceri�r- �mergeilcy Generator L�catit�n `t ���� . ������� ���`���� ������. ���€�� �.��. ����� ���������. ������ ���������� ��;��������� ���� �os � GENE TOR END �24g�t �.Lff: � Pos 4 Pos 2 RADIA OR END Pos 3 �rC��a� Measured Sound Levels - 60 Hz ,�.____ �._.... .. __ , . .... _.....__....._._�.�._ _.__._.____._._._._,�__..._,... .____.__ _ ._........�._�___ _..___ .. � � � , ;92 , _..._. . .... . .. � ; 90 �---- __ _..__.._ ; --....._ __ . . : . � 88 -�____........_ _._.. .. ............. _ _. .... _ ; , w 86 ' - � ...._ .. __ _ _ __ ___ .- - --- ----- --------- .. _... , . v � � 84 �_ . _.._ _ ......_._ __..... _�...._ . ... _...._.__ __... __--._._ __ _ P $2.4 � 82.2 '. � 82 G ..... .... _ .�,1.,��.�s �m,�.,��.. _. .._._ . ' ., . __ �,.v�.h<::.��� , . 9. 4 dBA �..��a �,. �,�... .�.,� w, ." `� 81 2 � ; �" �,��, � <t 80 • _ _ _ �«^�°_. _ _ .. . .... _ ,.._.. . . -- --- .� '°,�..� ` ' � 78 1 - - . .. . . ........ _�_-- ----__ ...... - -..... . .. . . .... ... . _ � ....� _._.._._ _„� 79 6 76 � _ .. ` � i ; 74 -r - --- - __ .. .. _ _ __....__. ...... .. .:... .. . _. .. ................. _ _ --- , 72 ' _ ..__ - --__ i 70 '�— ------- ----- ,---__..._...__.......... . .. .. . ..___ ----.._._- ------- __ _ ----- � 2 Position Number 3 -«-���• Actual F�verage4 Notes: 1 All positions 23 ft(7M)from side faces of generator set. 2. Generator oper�ting ot fuil load. 3. Test conducted on a 100 foot diameter asphault su�face. 4. Non-enclosed sets do not indude exhaust sound during testing. GENERAC POWER SYSTEMS DATA SUBJECT TO CHANGE�NI7HOUT NOTICE O�S4810SSD 10I09 R ` ta�ous-rRCA�. _�..��:� J �.:��, � � SD0�0 d�mer�sions, weights and s�und Ie�eBs � � � ; OPEN SET .� � � � RUti It".hE�OL'F.� � USA£LE CA?AC!iY(GAL) L :N H YJi� dBA' I-?, I' P!@TkNK � - 93 40 4° 'L4"L5 �—� H � - ( - t3 ; 79 93 4C B2 29c7 ' � � � 30 ` 189 93 40 ?4 3153 � __. �� i 3�C P3 AO 86 3407 37 I 5s � 350 t�0 n0 a6 3809 L lN 8i 510 11i �? 86 3790 �.--'Y._.'`i.. ,Y,_.`�'_,�,.».'. —a <.,�-..`�',a.�`i...,`�,.,,���...��.'� -tiy3 • � i 599 —fi�8 �'+A9"'�'`_`'�'8s "�42�"`,�.""�""'(�``<"�; � � I i j i ! 1�AEATHEBPR#M��HCLtIS(SRE �; � � � j � "nli�lTI,MENt,'UfiS' USABlECAPAGI7Y(uAL'> ! W ---�--- - Wl� tlBH' � �� i � i j P.�J 7ANK - 11 Z 41 56 2850 � � � `y ..� f�" ° . � �' •' ; 73 � l9 112 4t _6� 3372 ; ; -- -----........____..-.. ,,o r'` ; � - 30 � 189 112 41 81 36G8 i � �.,. ' �": rt —� �18 i 300 . 112 41 9� 3832 81.4 ; � 56 � 35r,. 112 �1 3� 4234 "�� L W � 3t;, 570 11i: a7y �3 d215' `� 'i a3 � 559 128 e9 ra q�r_,e -dz �'*M,..,�'...�"�...,.�'�,.....� .`.... .5,,,_1^ 3._ ,- , .,....«_°. ' L -�...'� _ �}�_ ' ✓,, �� ������ _. _ - -��_;.,-LE'ti���odtY$SJt' tU� �ir,✓``._��..s�n_..��.-`'...,<�......-��b.,.�-� F''•,..,�+.v,,,x`�«,�aa.%'...o.�.,„,,3�.„,�,,` � a�� rtih�IA4f N�UFS USr',ELE C,4PACIP`(GbL) L W �' WT tl6k" I ' I j fV`JTAtJY - i30 4�i 56 2875 o .o. N i3 l9 13� �i1 69 3397 i � - , I i 30 t89 130 t1 81 3623 i � i I � � - � I � i d8 �00 130 41 93 38`7 ;4.8 ; i �i— i �fi 3�0 130 4i 93 A259 j L W I 3'. 510 7"sG 47 93 4240 I 33 SSf, 130 A9 �3 �7;�J � LfVEt 2 SOtiNIT ENCLOSURE • � - - - � � RUN i;iv1E HOIIR� U�ABi�CAYAGi tY(6A+1 L bY H WT uBA" i I I 4 UO idM1;u - 7 i2 41 fi9 3(I.tiU I i � � 73 7"v 1;2 41 82 3�7? �H - ----....---.___....._ __.. —.. -- ;?fl I$g t'� i'i 94 38t� o. ' .• ' I -- ---------------------------------- {.__.._..._� I I '; . . � d8 3t;0 7?2 41 _7U6 4032 77.7 . � 55 350 1'�.2 : tOti 4»?A - _-____- .'___ _ i s, s�a i-�� a� ies a��s I I- -- - L NJ 93 - — 58g t7f. �y �_tuti--_._��'p`---.------- 'A!�meas;;recieu:s a;e auu'iozimale and lor est:malior;,u��;o,s on?y.l�4'eiqhisaie vil'r.iit'ueI i:�ta::k.Scu::�lev�i,r,�ersmed at 2;:t(7rn)and does�ot accouci for a�rt�ient;i;e cbndiliuns. � T�ana o ;o-ions Yt3tI�3 FACTORY RECt1GNtZED GENE4iAC INEIUSTEilAL DEALER �> i�ADE'� OPT O Fiorid2 UERPA%UEP OPi U Chicaao Fire Cctle ��Pl O If�Certii�caiior. GALL C) UI.0 C?,LL Othe:Custom Upiions���eilable trom yuur Genera�;n�iusiriai Po+ves�eaiPi � Sp^_Ci(ic2li'Jn Oh3f8CtefislN.S Ina'y'Cfi�inge wflnctP.nGiIG°.Ji?i8rIS1011S'2i!L�W,B;ypts 8rd(OI j��@ii(f:indpj$ii71pp51,:OIIIq.?IeaS�GUns�`:!d Gtn✓�dC PU:V9I SyStelnS IlidUsirial D°a1P.i'1R[11C:IIiletl i0S1811a1irn1 dl3lVinos Genefac Po}ver Systems: I�;c. • S45 UV29290 h4VY 59, bVaukesha,Wi 5�1a9 ° generac.com «�2C12 Generer,fo�xcr S}�iert=s,L,c.Ar i�QRls:�wers�r.d.;J';�ecitica�v�arc 5nhjr.ci to change witcou(notice.Bulicti;�p18d590SBY[/Pnnied in U.E.H.01/24/i2 Mu��ic���lc P���e l 01�� ���. ��,��,�it3�, �����'4�}� i'��8»3�^ �c���"a�.�=�a�a, (a) St2rldards fornoise zones. Untess ofherwise provided in ihis chapter, fhe following exterior. noise standards shali apply to all receptor properties wiihin a designated noise zone: TABLE 3-9 EXTERiOR NOISE STANDARDS Noise Zone Designated Noise Zone ime Interval Exterior Noise Levet (dB) Land Use (Receptor Property) � I Noise-sensitive area n time 5 II Residentiat properties 10:00 p.m. to 7:00 a.m. 5 (nighttime) 5� 7:Q0 a.m. to 10:00 p.m. � (da time) lil Commercial properties 10:00 p.m. to 7:00 a.m. ,55 (nighttime) Ib0 7:00 am. to 10:00 p.m. (da time) IV Industriat ro erties n time 0 (b) Noise standards. No person shail operate or cause to be operated a source of sound focation within the city or aliow the creation of a noise on property owned, leased, occupied, or otherwise controlled by a person that causes the noise level, when measured on any other properfy to exceed the following exierior r�oise standards: t�) Standard No. i. Standard No. 1 shali be the exterior noise level that may not be exceeded for a cumulative period of more than 30 minutes in any hour. Standard No. 1 shall be the appiicable noise leve►from subsection (a); or, if the ambient Lso exceeds the foregoing level, then the ambient Lso becomes the exterior noise level for Standard No. 1. �2) Standard No. 2. Standard No. 2 shall be the exterior noise level that may not be exceeded for a cumulative period of more than 15 minutes in any hour. Standard No. 2 shall be the applicable noise level from subsection (a}, plus 5 dB; or, ir'the ambient L�s exceeds the foregoing level, then the ambient L« becomes tlie exterior noise level for Standard No.2. (3) Standard No. 3. Standard No. 3 shall be the exterior noise level that may not be exceeded for a cumulative period of rnore than five minutes in any hour. Standard No. 3 shali be the appiicable noise levei from subsection (a), plus ten dB: or, if the ambient La s exceeds the foregoing levei, then the ambient Ls.� becomes exterior noise (evel for Standard No. 3. {4) Standarcl No. 4. Standard No. 4 shali be the exterior noise level that may not be exceeded for a cumulative period of more than one minute in any hour. Standard No. 4 shail be the applicable noise �evel from subsection (a}, olus 15 dB; or, if the ambieni L, � exceeds the foregoing fevel, then fhe ambient L, ; becomes the exterior noise levei for Standard No. 4. htlp:illibraj�y.munic-ode.eqm!��arii�l.��s��l`'f�=c�c-Iie�3tlD—i?7�1O��l-f�I�ti�11�ZequeSt—l�ttp`;%3a`%o��t°'o... 4,�SIZf)L? :Vfi.iriicc�c:ir l'��� 2 ot'7 (5) Star�dard No. 5. Stardard No. 5 shaii be the exterior noise levei tha; may not be exceeded for any period of time. Standard No. 5 shali be the applicab�e noise level from subsection (a), plus 20 dB; or, if the ambient Lc exceeds the foregoing level then the ambient L�.�becomes the exterior noise level for Standard No. 5. ��) Noise at zone boundaries. If the measurement location is on a boundary property between two different zones, the exterior noise level used in subsection (b)to determine the exterior standard sha(I be the arithmetic mean of the exterior noise levels, as specified in subsection (a), of the subject zones. Except as pro�ided for in this subsecfion, when an intruding noise source originates on an industriai property and is impacting another noise zone, the applicab}e exterior noise level as designated in subsection (a) shall be the daytime exterior noise levei for ihe subject receptor property. (d) Measurement of a+nbient noise histogram. The ambient noise histogram shall be measured at the same location along the property line utilized in subsection (b) of this section, with the alleged intruding noise source inoperative. If for any reason the alleged intruding noise source cannot be turned off, the ambient noise histogram will be estimated by performing a measurement in the same generai area of the alleged intruding noise source but at a sufficient distance so that the noise from the alleged intruding noise source is at least ten dB below the ambient noise histogram. If the differerice between the ambient noise histograi�n and the aiteged intruding noise source is five to ten dB, then the level of the arnbient noise histogram itself can be reasonably determined by subtracting a ane decibel correction ta account for the contribution of the alleged intruding noise source. (e) Abatement notice in lieu of citation. If the intrusive noise exceeds the exteriar noise standards provided in subsections (b) and (c) of this section at a specific receptor property and the director has reason to believe that this vialation was unanticipated and due to abnormal atmospheric conditions, the director shall issue an abatement notice in lieu of a citation. If the specific violation is abated, no citation shall be issued. If the specific violation is not abated: the director may issue a citation. ,rGf. :1?r'_. Vi�!:IJ�. ... .... ,'•'I..�j..:'w, llttp:�'li�brai-��.muiiicocie.ca�nipri��t.�ispx fh=&clien�t�1D=1??9t)&HTMRcqucst=httpg%3a°%?f�i�... �,'�;?013 SOU i H COAST t�IR �IJALITY rv1ANF,GEME�IT DISTRICT 2 i 8�5 Copley Br?ve, Diamend Bar, CA 9'765 Application No. _� various Page 1 , �.: �„p CERTI�'IE�3 E��JIPMENT PERMIT (CEP) (N(3T A PERMiT TO CONSTRUCT OR OPERATE) Expires on December 31,2010 Facilitv TD 114196 Legal O���ner or Operator. GENERAC PQWER 5YS7'EMS,]NC. P.O.BOX 8 WAUKESHA,WI 53187 ATTN: TC}3�iY DIAB � i Equipment Location: SAME AS AI30VP. The equipment described below and as shuwn on the approved pians and specifications are subjzet to the special condition or conditions listed. APPLICATION NO. 511711 INTERNAL C�MBUSTION ENGINE, IVECO S.P.A., 6 CYLINDER, TURBUCHARGED, AFTERCOOLED, MODEL F3BE9685A-E, 530 BHP, DIESEL-PUELED, ll1ZIV1NG AN EMERGENCY ELECTRICt�L GF..NERATOR. APPLICATION N�. 51i712 INTERNAI., CC?1�IBUSTION ENGINE, NECO S.P.A., 6 CYLINDER, TURBOC�-IARGED, AFTERCOOLED, MODEL F2CE9685A-E, 389 I3I-�P, DIESEL-FUELED, .DRIVING AN EMERGENCY ELL;CTRICAL G�:NER�T�R. APPLICATION NO. 511'713 iNTCRNAL C�MI3USTIQN ENGINE, IVECO S.P.A., 6 CYLIND�R, TURB4CHARGED, AFTERCOOLEll, MODEL F3AER685A-E, 449 BHP, DIESEL-FU�LED, DRNING AN EMERUENCY ELECTRICAL GEiyERATOR. AYPLICATION NO. 511714 INTERNAL COMBUSTIC3N EI��GINE; IV�CO S.P.A., 4 CY1.,INDER; TLRBOCHARGED, AFTERCOOLED, MODEL F4G�9�8�A�`J, 131 BHP, DIESEL-FUELED, DRIVINU AN LMERGENCY ELEGTRICAL GENEREiTOR. AYPLICATION NO. 511'715 INTERNAL COMBUSTION ENGINE, IVECO S.P.A., b CYLINDER, TL?RBOCHARGED, AFTFRCOOLED, MODEL F4GE9G8�A*J, 198 BHP, DIESEL-FUELED, DRIVING AN �MERGENCY Ei_,F_.CTRICAL GENERf�TOR. f1PPLICATION NO. �11717 TNTERNAL CUMI3USTION ENGIN�, NECO S.P.A., 6 CYL.INDER, TUCZI30CHAKGED, AF"t'ERCOOLED, �IODEL F�HE�68�A*1, 279 BHP, DIESEL-I�UELED, DIZNING AN rMERGEi�iCY ELECTRICf'�L GFN�I�ATC?R. ORIGINAL Y,,,� - �,�a� SOUTF! GOAST AIR QUAL..ITY MANAGEMFNT DISTRICT 21865 Copley Drive, Dia�7iand [3ar, CA 9776.5 Application No. various Page 2 + p� �`_$i CERTIFIEI) EQUIPMENT PERMIT (CEP) (NOT A PERMIT TO CONSTRUCT OR OPERATE) End User Conditions l. OPERATION OF THIS EQUIPMENT SHALL BE CONDUCTED N ACCOR.DANC� WITH ALL DATA AND SPBCIFICATIONS SUBMITTED WITH THE APPLICATION UNDER WHICH THIS PERMIT IS ISSUED UNLESS OTHERWISE NOTED 13ELOW. 2. THIS EQUIPMENT SHALL BE PROPERLY ;viAMTAINED AND KEP'1' IN GOOD OPERATING CONDITIONS AT ALL TI:biES. 3. A NON-RESETTA$LE ?OTALILING '1"IMFR S.HAI.L BE INSTALLED AND MAINTAINED `I'O ITIDICATE 7HE ENUINL ELAPSED OP.F..R.ATiNG TIME. 4. THIS ENGINE SF-I.AI.,I., NOT OPERATE MORE TIIAN 200 NOURS IN ANY ONE YGAR, WHICH INCI..,UDES NO MORE THAN 50 F-IOURS IN ANY ONE YEAR FOR MAINTENANCE AND ' TEST.iNG PURPOSES. 5. AN ENGINE OPERATING LOG OF ENGINE OPERATIONS SHALL BE KEPT AND MAINTAINED DOCUMENTING THE TOTAL TIME THE ENGINE 1S OPERATED EACH MONTH AND THE SPECIFIC REASON FOR OPERATION AS: A. EMERGENCY USE B. MAINTENANCE AND TESTING C. OTHER(BE SPECIFIC) IN ADDITION, FOR Er1CH TIME THE ENGINE IS MANUALLY STARTED,'I'HL LOG SHALL INCLUDE THE DATE OF ENGINE OPERATION,THE SPECIFIC REASON FOR C3PERATION,AND THE'COTALIZING HOUR METER READING(IN FiO�URs ANll'I'ENTFIS OF HOURS)AT TI�3E BEGiNN1NG AND TI-IE END OF THE OPERATION. 6. ON OR BEFORE JANUARY l�Ty OF EACH YEAR,THG OP�RATOR SHALL RECORD IN THF., ENGINE OPEKAT:(NG LOG: A. THE TOTAL HOURS OF ENGINE OPERATION FOR'['HE PRF.,VIOLJS CALENDAR YLAR, AND B. THL TOTAL HOURS OF ENGINE OYERA"T'ION FOR MAINTENANCE AND T�STING�'OR THE PREVIC)US CALENDAR YEAR. 7. L-NG1NE OPERATION I.:OU(S)SHALL B1:RF.,TAINED OIvT SITE FOR A NIINIMUM OF THREE CALENDAR YEARS AND SFiAI..I.,I�F,MADE AVAILAi3LE TO TIIE EXECUTIVE OFFICER OR REPRESEN'I'A'1'[V}:'UPON REQUEST. 3. THE OPERATOR SHALL NOT PURCI-IASE ANY D1F,SEL FUEL UNLGSS TfIE FUEL 1S LOW SULFUR D[ESEL FOR WHICH TfiE SULFUR CONTENT DOES NO'7' EXCF,FD IS PPivi BY WEIGHT. �EFFEGTIVE JANUAR.Y I, 2�OC, TI-IE OPERATOR S���ALI. ONLY U�SE ll1ESEL FUEL W.ITH A SULFUR CON1"ENT THAT DOES NO"I' �XCEF't� IS PPM BY WEIGEiT, UNLESS THE OPEf�1TOR UEMUNSTRATES IN WRITING TO THE E�ECUTIVE OFFICER THAT SPECIFIC ADDITIONAL TIME IS NECGSSARY. 9. OPLIZA"i'(ON f3EYOND "1�(-{L: 50 1-IOURS PF.,Et YEAIt ALLOTTEll FOR ENGI�E v1A]NTENANCE Ai�'D 7�ESTING SHALL f3�ALLOWED ONLY IN THE �VL;N"C OF A 1,OSS Ol�GRID PO�VER OR l:Y '['O �0 MINUTGS PR.IOi�z "i"O A ROTnTING OUTAGE, PROVIllED `f'}��A"r: (A) TI-3E UTILITY DIS�I�Rlf3U"CION COMPANY I{AS ORDGR�D ROTA"f1NG OLTAG�S IN THE CON'I�ROL AItFA ��-HERE THE LNGING IS LOCA"I�ED OR HnS INDICA"I'Ell THAT IT EXPECTS "f0 ISSt1E SUC1-1 ORIGINAL . � ��h SUUTH COAST AIR C�UALiTY N'ANAGEMENT DISTRICT � 21865 Copley Drive, Di2mond Bar, CA 91765 Application No. Va11UUS Page 3 �+`� s� — CERTIFIED EQUIPMEN�' PERMIT {CEP) (NOT A PERMIT TO CONSTRUCT OR OPERATE) AN Oi2DER A'('A CFRTAIN TIME; AND (B)THE ENGINE IS LOCATED IN A U"I'ILITY SERVICE BLOCK TI-IAT IS SUBJECT TO THE ROTATING OUTAGE. ENGINE OPERATION SHALL BE TERMINATED iMMEDIATELY AFTER THE UTILITY DISTRIBUTION COi'�IPANY ADVISF.,S TI-IAT A ROTATWG OUTAGE IS NO LONGF.,R IMMINENT OR IN EFP'�CT. 10. THtS ENGINE S1-1ALL NOT BE USED AS PART OF AN INTERRUPTIBLE SERV[CE CONTRAC'I' IN W�IICH A FACILITY RF.CEIVES A PAYMENT OR REDUC�D RA'i'FS IN RETURN POR KEDUCING ELECTRICAL LOAD ON THE GRID WH�N REQLESTED TO DO SU BY THE iJTILITY OR THE GRID OPERATOR. 11. 'I'HIS F.,NGINE SHALL BE A US EPA TIER 3 CER7'IFIED,NON-ROAD COIVIPRF',SSION-IGNITION IENGINE,AS EVIDENCED BY THE MANUFACTURER'S ENGTNE TAG. Please notity Raman Patel at 909l396-2466 when SCAQMD infonnation packets are needed or if you have any questions concetning the CertificatianLRebistration Program. 'I'his Certified Equipment Pennit is based on the plai�s,specifications,and data submitted as rt pertains to the release of air contaminants and control measures to reduce air contaminants. No approval or opinion concerning safety and other factors in design,constructio��or operation of the equipment is expressed or implied. This Certified Equipment Pernlit will become invalid if this application is canceled. THIS YEKMIT SH.ALL EXPIRE Ot� December 31,?O10 un{ess an extension is�ranted by the F.,xecutive Ofticer. � BY � �"'i'� �'�� FtA�. PATF.,I:,P.E. Senior Air Quality Engineer ORIGINAL ➢ �'�N� � �SSm�B,�TEES Consulting Engineers, Inc. STRUCTURAL CALCULATIONS Anchorage design for generator attachment ����ss�o��� ��,��o;P,��Ar�i<<�o�ti�y� PROJECT: � - � �+ VHA W a � 50@5 ,� 1550 Valley Vista D � ��p. , , Diamond Bar, CA 91� c:v�� �� STA t�� p!>� � _ 7/��� � Prepared For: Rengel + Co. Architects 333 EI Camino Real Tustin, CA 927$0 Prepared Bv: Wong & Associates Consulting Engineers 180 S. Prospect Ave., Suite 1 10 Tustin, CA 92780 Project No.: RCA 013-0016 Date: February 17, 2014 180 S.PROSPECT AVE.,SUITE 1 10 TUSTIN,CA 92780 Phone: (714)838-9898 Fax: (714)838-9849 ,t y Seismic Design Parameter.txt vH,4 1150 valley vista �r. , �iamond aar CA wed Feb 20 16:10:12 P5T 2013 Conterminous 48 States 2003 NEHRP Seismic Design Provisions �atitude = 33.994 �ongitude = -117.83899999999998 Spectral Response Accelerations Ss and 51 Ss and 51 = Mapped Spectral Acceleration values Site Class B - Fa = 1.0 ,Fv = 1.0 �ata are based on a 0.01 deg grid spacing Period sa �Oe2� 1�833 (Ss, Site class B) 1.0 0.690 (51, Site Class B) Conterminous 48 States 2003 NEHRP Seismic Design Provisions �atitude = 33.994 �ongitude = -117.83899999999998 Spectral Response Accelerations SMs and SM1 SMs = Fa x Ss and SMl = Fv x S1 Site Class D - Fa = 1.0 ,Fv = 1. 5 Period sa �Oe2� 1�833 (SMs, Site Class o) 1.0 1.035 (sMl, site Class o) Conterminous 48 States 2003 NEHRP Seismic Design Provisions �atitude = 33.994 �on�itude = -117.83899999999998 Design Spectral Response Accelerations SDs and SD1 SD5 = 2/3 x SMs and SD1 = 2/3 x SM1 Site Class D - Fa = 1.0 ,Fv = 1. 5 Period sa (sec) (g) : 0.2 1.222 (SDs, Site Class D) 1.0 0.690 (sDl, site Class �) Page 1 - -_--------- W�����n���Q�� Project VHA Generator Prepared By: sb Date 2/14/2014 180 S.Prospect Ave.,#110 Tustin,CA 92780 Subject Seismic Design Force CheCked By: (714)838-9828 Job No. 013-0016 Sheet No. Rev. No. Z Seismic Design Force Sos �'��1222� Ip ��a' ,����1� Wp � �' , =�9,Ibs Weight of attachment/components aP if Table 13.5-1or 13.6-1 ASCE 7-05 F;q,-'� h }�� 1�5 8�ft Z t�.<' S15.�"l��f� v f 1„� Rp �,,� �2;5� Table 13.5-1or 13.6-1 ASCE 7-05 13.3-1 FP=(0.4 aP Sos WP)�1+2 z/h)/(Rp/IP)_ ' 0.587 Wp 13.3-3 Fp min.=0.3 Sos�P WP=• 0.367 Wp 13.3-2 Fp max= 1.6 Sps Ip Wp= 1.955 Wp Fp= 0.587 Wp w^ 3, 'I��� �i �._ �i7 w: �� '' ,. � H = 9� '� _.. . _ GUG w�o �U�St� �� �� W ru�� , g-� W l":�I l�1•f�' W I rh ��� f � ��-� ��s h +-- —/ � .� `' �„�,�r�,r w��ou:T r-��,. - ��h-v �� � m 6" i � 5�, O�TAGt►M EN j o N '�h G�� A 1 �U � � ; tv�Z. WG-tGtIT �D GENt�- a� G'IZ�/� � �GUG�. ����j �c L����C�,���� Project Name : Vt��{- (�1���R� CONSULTING ENGINEERS, INC. Project No. : Ut3 -0016 � 180 S.Prospect Ave.,Suite 1 10 Date ;Z/ � /�� Tustin,CA 92780 Page . 3 � of� � �� � '. WEi Gti j w� �U�L � 8l�� «S� �,�, ; US � 0.587 x 8��-U �bs = `}1g� I� � �r�z�in��,rrr� �r�wN�m caNr��N�n'oti, : �0.9 o t � � _ i rz�tn�sv��� �►��T�'o►`� _ i�7�3 ° � Orr� : �18�� x 3,92 �� - Ib - F� � t (ZM : D,9 x 8 l S�U x �.=�� - �3�5 3 � � � M NET . ,-voo ��� Ft � 5�0 �hs' �b . 133q� Iby . �— 6averns �. leh�'oN - ' 3 ,�5" F t - I,�ulri�ruDirJm. Di��T ���^-� � pn..t � 41g�� x 3� 9� F� _ [BT S > !�s- �� . " ^ " = Ibc - -E, �� = e, 9x 8�5-� � �17 - 6a,ti� = 333�a � � IZ �� � oTM � ►�o . u p u r-j . ,F Gtv6' 2 : , i wrl�ir►j `^i�a �uGL - 4l�"7� II S. ST1z-�C�JG-rH F ; �s = o,ss�x 4«v e� � Za36 ��S �- p (�o.9Dfi �� STr1�Gr�drt� C'-°''�$�^'�'ria n� __�- _ T�,sVyR� vi a�T�� �. � ibs_ f� orNt = za3� x 4��Z fi� = tc9$s ,� � �3�- � _ �n�� �as-�-�� . o,� x 4�5-U _ z MNGr : �94z ►as. ��,. �g8 z �s -f� _ 13?� Ibr ieN�rio►� = 3.�5 �� orr�i - Z�3� x 4,9z ��. = Ii�as- Ibs�F� . " I.�vJ�l T�i D I tJkL D'1(LLC,'[I��J : � ; D•g x 9��5-D x �l l]-6 Z�5�� � 16�g� Ib�•�b . �Z �tir � hnr , Nv ►.,PU�FT� . _—_— WONG �ic ASS�CI,�T�� Project Name : VF1A G�IE�iR�;i�JICp CONSULTING ENGINEERS, INC. Projecl No. : 013 -DD�6 180 S.Prospect Ave.,Suite 110 Date : 2�1y�i� Tustin,CA 92780 Page . �, of � C�c� 1 -. 6 0 V(�I�-N 4 �, T�� ; 3 - I�Z�"� fi►I�I KP� f�- � LUt�Cr.c-�t�G � �^. p�v(.r F CI33�} �ws� '' 3 � h�s �s . �.51"�L.alrr+-1'� j e H Sr�drJ (� �- n �N l��r H C,N�a'�ti � 'Fa � �o� = C4�8�} Ibs � �- � =- 7�8 ��5. � 'r -t� �, 0 ,, � Kd.TZ. � �,pr�(� 4��'Db �C 3�q- �M�bD . U� 3_ i� � .�i�f� � I � � 5 ��� www.niui.us Profis Anchor 2.4.6 Company: Wong and Associates Page: 1 Specifier: Project: VHA Generator Anchor Address: Sub-Project I Pos.No.: 013-0016 Phone I Fax: � Date: 2/17/2014 E-Mail: Specifier's comments: 1 Input data ��, ��.,���.��, ti 't..._.. .;,� �,��.�� {., Ra': Anchor type and diameter: Kwik Bolt TZ•CS 1l2(3 114) �,p�r&���+�'� �"N��b��r +�'��' Effective embedment depth: he,=3.250 in.,h�om=3.625 in. Material: Carbon Steel Evaluation Service Report: ESR-1917 Issued I Valid: 5/1/2013�5/1/2015 Proaf: design method ACI 318!AC193 Stand-off installation: ep=0.000 in.(no stand-of�;t=0.125 in. Anchor plate: I,x lY x t=3.000 in.x 3.000 in.x 0.125 in.;(Recomrnended plate thickness:not calculated) Profile: no profile Base material: cracked concrete,2500,f�=2500 psi;h=6.000 in. Reinforcement: tension:condition B,shear:condition B;no supplemental splitting reinforcement present edge reinforcement:none or<No.4 bar Seismic loads(cat.C,D,E,or F) yes(D.3.3.6) Geometry[in.]&Loading[Ib,in.lb] Z �� �Q a° ,.�, ,--' ' . .�- kr� _Y-- 36 _,._—"�� ��` �,�t7 0 Y�---�' "."��. �,,���'�.�����♦ v��4�s`r.:�ts*� O ..�••�' -. � X �'< , �� w -"�.. �'�� 1gY' ,. f P F.v` 't 7b"E 5�,1�t ry e1J r�' u g�e�`43,„ �,�„'.� ., f�C r �a.�:�2�„` ;gti �� �te S'��° r� 1 a x,r sn��,'£^-.- � 3` �.Z��k����� }� t k � x .t� �A'�' �.�"�kk. aT��.-� ,� $ yfY� F Y r� - � ,�w ��'S '�`H g '� r� S ., Z'ta ��"a�'i�����".F2' ��`p'f�tY 5����e �' . �.n �'t�_ yy��&� . '�� .'. � `B�'�"ra �.. � � ', t ���;�'e��,y�k_c.�''K ��2�,�'§as'"s y�����yr��.�,�Fy,����y�x���s�"� ��9�4�.';,,�����x t �+i� ��' �,.�u a'r �`et��'�n �� t sr�ri �,y�'''.''c�ra�,��,j�'�'n�r} \4 ''� .ly r 6 .�., z r�. a d�r4 pkC�°�'',� Af 4�i.j��,C s ��1"�uv U ����������,r�F���T���������"r ,���,���^���������������� �� c,�� ���i . 7� '����t����g.k ���.re5�;�.���a ,,t"��+�^��$ ;w�'uTi�� ' '--j � s� �'� �a"p'��9�L. "d�'3%tr��y�F�"i R"x ia\ ��`�,���.,�"s'`d�'�� \ I`��''f"+ �`.# � t ���'�q �a- � ���a��� §�`�r���_ '��✓..��r.';�`s� ��'����.-..s��.�...�'' �'s �`K�'q �, �"'Ef�£a�?�k���•� �`N. �'�,,���� X Inpul tlata antl results must be checked for agraement with the existing contlitions antl for plausibility! PROFIS AncFror(c)200&2009 HiIU AG.FL-9494 Schaan Hil6 is a registered Trademark ot Hilti AG,Schaan ' ' � ,� www.niici.us Profis Anchor 2.4.6 � Company: Wong and Assaciates Page: 2 Specifier: Project: VHA Generator Anchor Address: Sub-Project I Pos. No.: 013-0016 Phone I Fax: � Date: 2/17/2014 E-Mail: 2 Load case/Resulting anchor forces Load case:Oesign loads Y Anchor reactions(Ib] Tension force:(+Tension,-Compression) Anchor Tension force Shear force Shear force x Shear force y 1 445 798 798 0 max.concrete compressive strain: -(%o] x max.concrete compressive stress: -(psi] resulting tension force in(x/y)=(0.000/0.000): 445[Ib] resulting compression force in(x/y)=(0.00�/0.000):0[Ib] 3 Tension load Load N1e[Ib] Capacity�N„[Ib] Utflization =N�al¢N„ Status Steel Strength' 445 8029 6 OK Pullout Strength' 4d5 95B 47 OK Concrete Breakout Strength•' 445 971 46 OK 'anchor having the highest loading "anchor group(anchors in tension) 3.1 Steel Strength Nze =ESR value refer to ICC-ES ESR-1917 �Nsiea�'N�a ACI 318-08 Eq.(Q-1) Variables s n Ase N[in. � futa�PS�� 1 0.10 106000 Calculations Nsa��b� 10705 Results Nsa��b� mstee� �Nsa��b� Nue��b� 10705 0.750 8029 445 3.2 Pullout Strength Nvn,/ =No.zsoo p500 refer to ICC-ES E5R-1917 �Npn,f�Nua ACI 318-08 Eq.(U-1) Variables f�[psi] Na.zsao I�bI 2500 4915 Calculations f� 2500 1.000 Res u Its Np�� [Ib] �wncre�e �xismic �nonducGle �N�,� I�b� Nua��b� 4915 0.650 0.750 0.400 958 445 Input data and results must De checked for agreement wiih the existing conditions and for plausiCiliry! PROFIS Mchor(c)2003-2009 Hiltl AG,FL-9494 Schaan HiRi is a registered Tradamark of Hilti AG,Schaan � ' 7 � -�� www.ntici.us Profis Anchor 2.4.6 Company: Wong and Associates Page: 3 Specifier: Project: VHA Generator Anchor Address: Sub-Project I Pos.No.: 013-0016 Phone I Fax: � Date: 2l17I2014 E-Mail: 3.3 Concrete Breakout Strength �`1cD — \AN o�y1ed,N�1c,N Wcp,N Np ACI 318-08 Eq.(D-4) �Ncb�Nua ACI 318-OS Eq.(D-1) AN� see ACI 318-08,Part D.5.2.1,Fig.RD.5.2.1(b) qN�p =9 he� ACI 318-08 Eq.(D-6) 1 y1ec,N — .� ,f 2 eN S 1.0 ACI 318-08 Eq.(U-9) 3 he� y�ed.N =0.7+0.3�Ca min�S 1.0 ACI 318-08 Eq.(D-11) 1.5her l{Icp.N —MAX�Camin 1.5he�1 c 1.0 ACI 318-08 Eq.(D-13) . � Cac � Cac � Np =k�7��he�s ACI 318-08 Eq.(D-7) Variables he�[in.] e�,.N[in.l e�z,N[in.l Ca,min[in.] w�N 3.250 0.000 0.000 36.000 1.000 Cac lll1.] �C� a fc�PS�� 7.500 17 1 2500 Calcutations ANc(in.2] AN�o Iin.zl l�/ec1.N wec2N �pea.N I�/cp.N Ne I�b� 95.06 95.06 1.000 1.000 1.000 1.000 4980 Results N�p[Ib] �concre�e �seismic �nonc�c�i�e �N�b[Ib) N�a[Ib] 4980 0.650 0.750 0.400 971 445 Input data end results must be checked for agreement with fha existlng contlitions and for plausibillty! PROF�S Anchor(c)2003-2009 HiIG AG,FL-9494 Schaan Hilti is a ragislered Trademark of Hilti AG,Schaan ' � � www.niit�.us Profis Anchor 2.4.6 Company: Wong and Associates Page: 4 Specifier: Project: VHA Generator Anchor Address: Sub-Project I Pos.No.: 013-0016 Phone I Fax: � Date: 2/17/2014 E-Mail: 4 Shear load Load V„a[Ib] Capacity�V„(Ib� Utilization�„=V„a/�V„ Status Steel Strength' 798 3572 23 OK Steel failure(with lever arm)` N/A N!A NJA N/A Pryout Strength" 798 2092 39 OK Concrete edge failure in direction y-"' 798 9069 9 OK •anchor having the highest loading •'anchor group(re�evant anchors) 4.1 Steel Strength Usa.eq =ESR veluE refer to ICC-ES ESR-1917 �Usteel�V�a ACI 318-08 Eq.(D-2} Variables n Ase.v[in.Zl f�na[PS�I 1 0.10 106000 Calculations Vsa l�bl 5495 Results vsa l�bl �steel y��s8 l��l Vue l�bl 5495' 0.650 3572 798 4.2 Pryout Strength uCp 'kcp C(AN��weG.N Wc.N wcO.N NGl ... ACI 318-OB Eq.(D-30) �p V�p�V,,, ACI 318-08 Eq.(D-2) AN� see ACI 318-08,Part D.52.1,Fig.RD.52.1(b) AN�o =9 her AC1318-OS Eq.(D-6) 1 �yec.N' (� +2 eN 5 1.0 ACI 318-OB Eq.(D-9) — \ 3 hei Wea.ry=0��+0.3(�e m��)5 1.0 ACI 3l 8-08 Eq.(D-11) 1.5he� WtP.N_M�lCa�min 1.5he�1 c 1.0 ACI 318-OB Eq.(D-13) � �ac � �at 1 No =k���he� ACI 31$-OS Eq. (D-7) Variables k�P he�Gfl.] e�,.N[in.1 eu.N[in.1 Ca,min[in.J 2 3.250 0.000 0.000 36.000 W�N �.�[in.l � � f�IP511 1.000 7.500 17 1 2500 Calculations AN�[in.Z] AN�o I�n.21 Weci.N Wec2.N ��ed.N 1�1cp,N Ne I�bl 95.06 95.06 1.000 1.000 1.000 1.000 4980 Results ucp[�b] �wncrete Qseism+c �nonaucti�e �V�p[�b� V�a[�b� 9960 0.700 0.750 0.400 2092 790 Inpul dala and results must be checked tor agreement with ihe existing conditions and(or plausibilily! PROFIS Anchor(c)2003-2009 Hilti AG.FL-9494 Schaan Hilti is a registered Trademark ot Hilti AG,Scnaan ' ' 9 ��� www.niitt.us Profis Anchor 2.4.6 Company: Wong and Associates Page: 5 Specifier: Project: VHA Generator Anchor Address: Sub-Project I Pos.No.: 013-0016 Phone I Fax: � Date: 2/17l2014 E-Mail: 4.3 Concrete edge failure in direction y- V�o =(A���WeG,V y1c,V Wh,V Wparallel,V Vb ACI 318-08 Eq.(D-21) �V�?V,,, ACI 318-08 Eq.(D-2) A„� see ACI 318-08,PaR D.6.2.1,Fig.RD.6.2.1(b) Av�o =4.5 ca, ACI 318-08 Eq.(D-23) 1 ,peC� _ �� + 2e„�5 1.0 ACI 318-08 Eq.(D-26) 3Ca� y�ea,v=�7+�3(� 5Ca )S 1.0 ACI 318-08 Eq.(D-28) _ 1.5ca� �1,0 ACI 318-08 Eq.(D-29) Wn,v - h a o.z Vb = (7(d) �)�,�Ca;s ACI 318-08 Eq.(D-24) a Variables �a,[in.] cax[in.] e�v[in.l �y�.v he fin.] 36.000 36.000 0.000 1.000 6.00D le[Ifl.� �, da[Ifl.] f�[pSl] 1�parallel,V 3.250 1.000 0.500 2500 2.000 Calculations Av�Iin.Z] Av�o Iin.Zl We�v q�eav �pi�v Vo��b� 540.00 5832.00 1.000 1.000 3.000 77730 Results Uco��bl qwncre�e .yseismlc .ynonduclile �Ucb l�bl Vue��bl 43183 0.700 0.750 0.400 9069 798 5 Combined tension and shear loads pN pv � Utilization N�[%] Status 0.464 0.382 5/3 48 OK pN�=p�+p'v<=1 Input data antl results must be cheUcetl for agreement with the exisling wntlilions 8rW fo�pfausibiliry! PROFIS Anchor(c)200&2009 Hitti AG,FL-9494 Schaan Hi�ti is a registered TrademaAc of Hilti AG,Schaan � ' io ��e�u� www.nuc�.�s Profis Anchor 2.4.6 Company: Wong and Assaciates Page: 6 Specifier: Project: VHA Generator Anchor Address: Sub-Project I Pos.No.: 013-0016 Phone I Fax: � Date: 2/17l2014 E-Mail: 6 Warnings • To avoid failure of the anchor plate the required thickness can be caiculaled in PROFIS Anchor.Load re-dis►ributions on the anchors due to elastic deformations of the anchor plate are not considered.The anchor plate is assumed to be sufficiently stiff,in order not to be deformed when subjected to the loadi�g! • Condition A applies when supplementary reinforcemen!is used.The�factor is increased for non-steel Design Strengths except Pullout Strength and Pryout strength. Condition B applies when supplementary reinfor�ement is not used and for Pullout Slrength and Pryout Strengih.Refer to your local standard. • Refer to the manufacturer's product titeraiure for cieaning and installation instructions. • Checking the transfer of loads into the base materiai and the shear resistance are required in accordance with ACI 318 or the relevant standard! • An anchor design approach for structures assigned to Seismic Design Category C,D,E or F is given in ACI 318-08 Appendix D,Part D.3.3.4 that requires the governing design strength of an anchor or group of anchors be limited by ductile steel failure.If this is NOT the case,Part D.3.3.5 requires that the attachment that the anchor is connecting to the structure shall be designed so�hat lhe attachment will undergo ductile yielding at a load level corresponding to anchor forces no greater than the controlling design strengih.In lieu of D.3.3.4 and D.3.3.5,the minimum design strength of the anchors shall be multiplied by a reduclion factor per D.3.3.6. An alternative anchor design approach to ACI 318-08,Part D.3.3 is given in IBC 2D09,5ection 1908.1.9.This approach contains"Exceptions" that may be applied in lieu of D.3.3 For applications involving"non-structural components"as defined in ASCE 7,Section 13.4.2. An alternative anchor design approach to ACI 318-08,PaR D.3.3 is given in IBC 2009,Section 1908.1.9.Tliis approach contains"Exceptipns" that may be applied in lieu of D.3.3 for applications invoiving"wall out-of-plane forces"as defined in ASCE 7,Equation 12.11-1 or Equation 12.14-10. • It is the responsibility of the user when inputting va(ues for brittle reduction factors(�nontluciile)different than those noted in ACI 318-q8,Parl D.3.3.6 to determine if they are consistent with!he design provisions of ACI 31 B-08,ASCE 7 and ihe governing building code. Selection of��o„d��,;,�=1.0 as a means ot satisfying ACI 318-08,Part D.3.3.5 assumes lhe user has designed the attachment lhat ihe anchor is connecting to undergo ductile yielding at a force level�=the design strengths calculated per ACI 318-08,Part D.3.3.3. Fastening meets the design criteria! Input data and results must Ce checkeC for agreemant with the existing condi6ons anC for plausibiliry! PROFIS Anchor(c)20032009 HiIG AG,FL-9494 Schaan HitG is a registered Trademark of Hilll AG.Schaan • ' {1 ' � www.hilti.us Profis Anchor 2.4,6 Company: Wong and Associates Page: 7 Specifier: Project: VHA Generator Anchor Address: Sub-Project I Pos. No.: 013-0016 Phone I Fax: � Date: 2/17/2014 E-Mail: 7 Installation data Anchor plate,steel:- Anchor type and diameter:Kwik Bolt TZ-CS, 1l2(3 1/4) Profile:no profile;D.000 x 0.000 x 0.000 in. Installation torque:480.001 in.lb Hole diameter in the fixture:d,=0.563 in. Hole diameter in lhe base material:0.500 in. Plate thickness(input):0.125 in. Hole depth in lhe base material:4.000 in. Recommended plate thickness:not calculated Minimum thickness of the base material:6.000 in. Cleaning:Manual cleaning of the drilled hole according to instructions for use is required. � Y 1.500 1.500 0 0 0 0 � � X O O � 4� �.soo 1.500 Coordinates Anchor in. Anchor x y c_� c.� c.Y c.y 1 0.000 0.000 36.000 - 36.000 - Input data and results must be checked for agreement with the existing contlilions antl for plausibility! PROFIS Anchor(c)20032009 Hiltl AG,FL•9494 Schaan Hilti is a registereC Tratlemark ol HiIU AG,Schaan . • �y � �_ www.hilti.us Profis Anchor 2.4.6 Company: Wong and Associates Page: 8 Specifier: Project: VHA Generator Anchor Address: Sub-Projecf I Pos.No.: 013-0016 Phone I Fax: � Date: 2/17/2014 E-Mail: 8 Remarks; Your Cooperation Duties • Any and all information and data contained in the Software concern solely the use of Hilti products and are based on the principles,formulas and security regulations in accordance with Hilti's technical directions and operating,mounting and assembly instructions,etc.,that must be strictly complied with by the user. All figures contained therein are average figures,and therefore use-specific tests are to be conducted prior to using the relevant Hilti product. The results of the calculations carried out by means of the Software are based essentially on the data you put in. Therefore,you bear the sole responsibility for the absence of errors,the completeness and the relevance of the data to be put in by you. Moreover,you bear sole responsibility for having the results of the calculation checked and cleared by an expert,particularly with regard to compliance with applicable norms and pertnits,prior to using them for your specific facility. 7he Sottware serves only as an aid to interpret norms and permits without any guarantee as to the absence of errors,the correctness and the relevance of the results or suitability for a specific application. • You must take all necessary and reasonable steps to prevent or limit damage caused by the Software. In particular,you must arrange for the regular backup of programs and data and,if applicable,carry out the updates of the Software offered by Hilli on a regular basis.If you do not use the AutoUpdate function of the Software,you must ensure that you are using the current and lhus up-to-date version of the Software in each case by carrying out manual updates via the Hilti Website. Hiiti will not be liable for consequences,such as the recovery of lost or damaged data or programs,arising from a culpable breach of duty by you. Input data arW resWts must be checked tor agreement with the existing contlitions and for ptausibiliryl PROFIS Anchor(c)2003-2009 Hi�fi AG,FL-9494 Schaan HiIU is a registered Trademark ol Hiltl AG,Schaan �� � «� s I ��.y.~ o�'p�� , �Z� O .. f'7�6 � �2 0 -� yP� �� F---I � ��,� �� � y u � ( /� _� �' �/ l � �� . —�~ P - (Y� e v.� � C7 _,_ - A� z n � . 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Z -1 -1 70 y --1 � D £❑ `UI�rJ z� a? j� �-t �x= � cAiz � d � y x � � ��`� � :�i r i ir�:rr f f to z o � m D . ��� � �� �i !������:� rC*i cc� _ � � � � A h :U U Vj _ al D (� � M 0 . :iJ f''I-'i r--'�� -f tn rT �- Q7 I f l f l l R� ���I'�'� 1..1 O 1T1 tri V l i C%� �•1 r1 C�` C C-1 tn l/I it C�l t"jA � Z r H � Z f'] '"�'II T. fTl N �^i !� � � n � z� "U H N O x �'� -' Z � � � �'1 � �4,i z � +.., v . � ,� GERlEi�AC� f INDUSTRI.4L ' , ���;?,����a SD080 dimensions, weights and sound leveis — OPEN SET RUPJ TIME HOURS USABLE CAPACIIY i��L} L W H WT dBA' i NO TANK - 93 40 49 2425 • H 13� `,, � l9�u `�93, 40 62 :;2947, � � 30 � 189 93 AO J4 3183 � 40��'- k 300��'7� 93 ""�r40, 86 `:=34p7: B7 56 35o I�0 a0 86 38Q9 L W �*«�, BY'i ' � }&,510;�$ G� `'+1l1 ` 47,4"' ;: 86 "�3790 ? ,�Y: 589 a 9 B6 a2 'WEATHERPROOFENCLOSURE III �II I�-_ ^ RUN TIME HOURS USABLE CAPACIiY(GAU t. W H WT tlBA' MO TAPIK 112 41 56 2850 H . _ '� *�13,'s ',a 79��� � 112L ' 41� ` 69 �r ��r3372'�.°', • � 30 189 112 41 81 36�8 � 4A:; r: v 30��,��, �,r',' 112': 41 �-. '( 93 -;383Z,:;;S Bt.4 56 35Q. _ 11�,.f41� . _@�--_._.423a _ � �� L W .�._._�.l� .81' 51�.�, > . .=� 117 ' 47 � 93� �:4215 �:� �` -- .v..ti93r.�. _.�--SE4'....__-� .,.i2B�,: 'd9�,. .,..93•�- �_4694 � RUN TIPAE HOURS USAALE CAPACIIY(GRL) I. W ;i 4VT tl8A' NO TANK - 130 41 5b 2875 , , . � 1�3 ,79�� a c, c�evt34 41 r�69� �'=3397;` 30 t89 130 41 81 3633 . • r 49 t.;g�' ., ,300 �;., Y.' l30 = '; ql >�g3 s .`3857 s. 74.d 56 350 130 4i 93 4259 � W k 81.' � �'r 510 ' 130� ,�47 931fi., ''4240�: _ .,.__ ,. . , 93 5f19 130 49 93 4719 LEVEL 2 SOUND ENCLOSURE RUN TIME HOURS USABLE CAPACITY(GAL) L W H WT OBA' NO TAMK - 112 41 69 3050 .��,T3 ,c ���� 79 112.�=�;� �'41 BF �3512�"<. H . 30 189 11? 41 94 380d . . ,s ,%48 ,. : �� '30a���., „1 I 2�.. 41 .. �i� 106� . ;: 4Q32�- ; 71 J 56 350 112 dl 106 4434 <t�'r'81 7' �, ��,a$10 �,, 117;:-" 47 ; 106� ' ;. 4415' L W 93 589 128 49 t06 4994 'All measuremenis are approximate and lor estimation purpuses only.Weights are without fuel in lank.Sourd levels measured a(231t(7m}a�Ed aoes not account ior zmbie:�f site conditions. Tank Ootions YOUR FACTORY RECOGNI2ED GfNERAC ENDUSTRfAt�EALER O MDEa OPT ���F� , �� � O k Florida���DERM/DEP. � � OPT;,�, � �,,..,,���; ' O Chicago Fire Code OPT r �x+�� � �� �� �_ ���-s �,s , � � ' ertiGation i� � :�'� CAII� � ���+ � O IFCC,, . - ��. � .a.�,;. ,�� .,�,� .....,. ��. O ULC CALL Other Custom Options Available from your Generac Industrial Power�ealer Specitication characleristics may change wilhou[notice.Dimensions and weights are lor preliminary purposes only Ptease consult a Generac Power Syslems IrWustrial Deaier tor defaiteA instatla�ion dtawings. Generac Power Systems,Inc. • S45 W29290 HWY 59, Waukesha,WI 53189 • generac.com �€2012 Generac Power Systems,Inc.All rights reservetl.All specilications are surject ro chanqa without noUce.BuAe�in O16a540SBY-E(Pdnled in U.S.A.01;24/12 , . � A3 From: Juan Ramirez {mailto:jramirez@rengelarch.com] Sent: Monday, February 17, 2014 1:21 PM To: Ariv Wong Subject: RE: FW: Center af gravity See below for your review . Thank you luan Carlos Ramirez 0+714.83Z.3333 E D+714.505.5339 From: Jim Roy [mailto:jroy@caliberconst.net] Sent: Monday, February 17, 2014 12:27 PM To: Juan Ramirez Cc: ctooker@trendzitions.com Subject: FV11: FW: Center of gravity Juan see answers below&let me know if you need anything else. Jim Roy Ca lYber Construction Inc. z4o North Orange Avenue Brea, CA 9z8�i Voice 714-z5S-27oo Fax 7i4-255-2730 Cell 7z4-4o3-4ogi From: bob@jescoelectric.net [maiito:bobCa�jescoelectric.net] Sent: Monday, February 17, 2014 12:25 PM To: Jim Roy Cc: Ethan Sul{ivan (jescolCa�cox.net); Tyson bruce Subject: RE: FW: Center of gravity Hi Jim, .-_� -.,--------�. The Total wet weight is 8,1 SOlbs. 2,4251bs for the generator 4251bs for the steel enclosure 1,3001bs for the tank � 4,OOOlbs for the fuel � -'`---�.r. -��--�_,_---�/`..- ��� . � ' 1 � � Thank You, Bob Moon Jesco Electric Inc. Office: (949)709-7944 Cell: (951)544-5778 bob(c��escoelectric.net www.j escoel ectric.net --------- Original Message--------- Subject: FW: Center of gravity From: "Jim Roy" <iroy�a�caliberconst.net> Date: 2/17/14 1:06 pm To: "bob(a��jescoelectric.net" <bob(c��jescoelecttic.net> Cc: "Ethan Sullivan(jescol�u.cox.net)" <jescol�cox.net>, "Tyson bruce" <tyson(a�jescoelectric.net> Bob can you get question below answered?? Jim Roy Catiber Construction Inc. z4o North Orange Avenue Brea, CA 9z8zi Voice 714-255-2700 Fax 7i4-z55'2730 Cell 714-403-4091 From: ]uan Ramirez [mailto:jramirez@renqelarch.com] Sent: Monday, February 17, 2014 11:33 AM To: Jim Roy Subject: RE: Center of gravity The weight data from the sheet that you just emailed me indicated 24251b and steel enclosure is 4251b for a total of 28501b. C am assuming that these are only for the generatar and its enclosure not including the tank and its content. That about the Tank weight empty and including tl�e oil? . -� ev�w� � �ssoc��►T�� Consulting Engineers, Inc. � STRUCTURAL CALCULATIONS Generator Enclosure ��F�ssi� 40Q ` "-- ��9! �Q �-�MNN1��� �e`,L� • ; E� t � � �2 m PROJECT: � � {yo.G 5504b �A � VHA �` Exp��-3a� ���;�� �\� t�w G�V�� �� . 1550 Valley Vista D �� _ ;,�-,.f �� GF C�� ' Diamond Bar, CA 9176�� �--- �� ?�I�� :. Prepared For: Rengel + Co. Architects 333 EI Camino Real Tustin, CA 92780 Prepared By: Wong & Associates Consulting Engineers 180 S. Prospect Ave., Suite 1 10 Tustin, CA 92780 Project No.: RCA 013-0016 Date: March 6, 2013 180 S.PROSPECT AVE.,SUITE 1 10 TUSTIN,CA 92780 Phone: (714)838-9898 Fax: (714) 838-9899 1 Seismic Design Parameter VHA 1150 Valley Vista Dr., Diamond Bar CA Wed Feb 20 16:10:12 PST 2013 Conterminous 48 States 2003 NEHRP Seismic Design Provisions Latitude = 33.994 Longitude=-117.83899999999998 I Spectral Response Accelerations Ss and S1 Ss and S1 = Mapped Spectral Acceleration Values Site Class B- Fa = 1.0 ,Fv= 1.0 Data are based on a 0.01 deg grid spacing Period Sa (sec) (g) 0.2 1.833 (Ss, Site Class B) 1.0 0.690 (S1, Site Class B) Conterminous 48 States 2003 NEHRP Seismic Design Provisions Latitude =33.994 Longitude =-117.83899999999998 Spectral Response Accelerations SMs and SM1 SMs = Fa x Ss and SM1 = Fv x S1 Site Class D- Fa = 1.0 ,Fv = 1.5 Period Sa �►�`e`� ���d�4 �y (sec) (9) ��i�,GG C�U 0.-� 1 0.2 1.833 (SMs, Site Class D) 1.0 1.035 (SM1, Site Class D) C�, �� �� Conterminous 48 States 2003 NEHRP Seismic Design Provisions Latitude = 33.994 Longitude=-117.83899999999998 '� Design Spectral Response Accelerations SDs and SD1 �j GIti(,(.t.. SDs =2/3 x SMs and SD1 = 2/3 x SM1 � �Q�+ Site Class D- Fa = 1.0 ,Fv = 1.5 Period Sa (sec) (g) 0.2 1.222 (SDs, Site Class D) 1.0 0.690 (SD1, Site Class D) � ` � 4r \ �,�� Page 1 ' ' Project WA Consultin�t EnfEineers VHA Prepared By: aw Date 2�20/2013 180 S. Prospect Ave.,#110 Tustin,CA 92780 Subject CheCked By: (714)838-9828 Job No. 013-4016 Sheet No. . � Rev. No. 12.11 STRUCTURAL WALLS AND THEIR ANCHORAGE Sos= ; 1.22i I = 1+. .�, ,. , , Wp= ': _ . 90;Psf 12.11.1 Design Out of Plane Force Fp=0.4 Sps I Wp= 0.488 Wp Fp min.=0.10 Wp= 0.100 Wp Fp= 0.488 Wp ' �� � � � 0 � � �-�8 � ����i � ___-.--� �� �� � �� ,� �� � ��.. � � / � � t � � ��u. V110NG&ASSOGIATES Project Title: VHA Consulting Engineers,Inc. E��irleet: Prolect ID: 013.0016 180 S.Prospect Ave.,Ste.110 Pro�ect Descr. Free Standing Wail Enclosure Tustin,CA92780 � 714.838.9898 ' Title Block Line 6 <<��Pa z� E3 z���,a s F� File=p:12JY51X-J1rca\RV99D1-PlC4TGHC,4�FMSA72-N EC6 Cantilevered Reta�ning Wall ENERCALC,ING:1983-2012,Bwld 612127,Ver6:t212.7 : ...„�� :., . , ,. �.� ; �.., .,< . , .:� . .,.s T[ �.��, . ...-.'fi.:..,..>. r . , r...�. .: ����• •. Description: Free Standing Wall Criteria S011 DBte � Calcutations per AC1318-08, AC1530-OB,IBC 2009, Retained Height = 0.67 ft Allow Soil Bearing = 1,500.0 psf CBC 20�0,ASCE 7-05 Wall height above soil = 8.00 ft Equivalent Fluid Pressure Method Slope Behind Wall = 0.00:1 Heel Active Pressure = 45.0 psflft Height of Soil over Toe = 8.00 in Toe Active Pressure = 30.0 psflft Water height over heel = 0.0 ft Passive Pressure = 389.0 psflft Vertical component of active Soil Density,Heel = 110.00 pcf Lateral soil pressure options: Soil Density,Toe = 0.00 pcf NOT USED for Soil Pressure. Friction Coeff btwn Ftg&Soil = 0.400 NOT USED for Sliding Resistance. Soil height to ignore USED for Overturning Resistance. for passive pressure = 12.00 in Surcharge Loads Lateral Load Applied to Stem -� Adjacent Foating Load Lateral Load = 1.O plf Ad'acenk Footin Load = 0.0 Ibs Surcharge Over Heel = 0.0 psf } 9 Used To Resist Sliding&Overturning ...Height to Top = 8.67 ft Footing Width = O.OQ ft Surcharge Over Toe = 0.0 psf ,,,Height to Bottom = 0.00 Ecceniricity = 0.00 in Used for Sliding&Overturning � Wail to Ftg Cl Dist = 0.00 ft Cial Load Applied to Stem Faoting Type Line Load Base AbovelBelow Soil = 0.0 ft Axial Dead Load = 0.0 Ibs at Back of Wall Axial Live Load = 0.0 Ibs Wind on Exposed Stem = 0.0 psf poisson's Ratio = 0.300 Axial Load Eccentricity = 0.0 in �pesign Summary ____�. j Stem Construction � Top stem `_ Stem OK Wall Stability Ratios �� Design Height Above Ftg ft= 8.0� � Overturning = 1.15 Ratio<� Wall Material Above uHP' = Masonry ✓ Sliding = 3.16 OK ` t,1 Thickness in= 8.00 �' l � Rebar Size # 5 ✓ Total Bearing Load = 901 Ibs Rebar Spacing in= 16.00 ...resultant ecc. - 18.96 in Rebar Placed at = Center Design Data - - - - Soil Pressure @ Toe = 2,358 psf NG fbIFB+falFa = o.00s Soil Pressure @ Heel = 0 psf OK Total Force @ Section Ibs= 20.8 Allowable, = 1,500 psf Moment....Actual fl-l= 7.0 Soil Pressure Exceeds Allowable! ACI Factored @ Toe = 2,830 psf Moment.....Allowable ft-I= 1,136.9 ACI Factored @ Heel = 0 psf Shear.....Actual psi= 0.5 Footing Shear @ Toe = 3.6 psi OK Shear.....Allowable psi= 38.7 Footing Shear @ Heel = 3.0 psi OK �Nall Weight psf= 84.0 Allowable = 75.0 psi Rebar Depth 'd' in= 3.75 Siiding Calcs (Vertical Component NOT Used) Lap splice if above in= 3Q.00 Lateral Sliding Force = 299.1 Ibs Lap splice if below in= 7,00 less 100%Passive Force = - 583.5 Ibs Hook embed into footing in= 7.00 _ less 100%Friction Force = - 360.@ Ibs Masonry Data fm psi= 1,500 Added Force Req'd = 0.0 Ibs OK Fs psi= 20,000 ....for 1.5:1 Stability = 0.0 Ibs OK Solid Grouting = Yes Load Factors Modular Ratio'n' - 21.48 Dead Load �•200 Short Term Factor = 1.000 Live Load 1.600 Equiv.Solid Thick. in= 7.60 Earth,H 1.600 Masonry Block Type = 3 Wind,W 1.600 Masonry Design Method = ASD Seismic,E 1.000 wlODIG&ASSOCIATES Project Title: VHA Consulting Engineers,Inc. En�ineer: Proiec�ID: 013.0016 180 S.Prospect Ave.,Ste.110 Pro�ect Descr: Free Standing Wall Enclosure Tustin,CA92780 � 714.838.9898 ' Title Block Line 6 P�+��Nn:.� �:;zo�� as�ar>, Cantilevered Retaining Wall :� � F��B p12JY51X-JVca1RV9901=P1C4TGHC=41FM5A72-NEC6 • F,��;,F,�x��� .`- ,,;,,. ,, , ,, ,.„,,..Gz� ,, r,,,.: <4,-,ENERCALC;INC'19832012 BUlld.6.12.'12J,Vef6:12.12.7 < :,..:>, .....,:..�._. ., :..>�.. ..F: .,. ,,�< .. �.��. . ;. . � - Description: Free Standing Wall Footing Dimensions&Strengths Footing Design Results � Toe Width = 1.50 ft Toe Heel Heel Width = 217 Factored Pressure = 2,830 0 psf Total Footing Width = 3.67 Mu':Upward = 0 0 ft-Ib Footing Thickness = 16.00 in Mu':Downward :- . = 0 0 ft-Ib Mu: Design = 11 11 ft-Ib Key Width = 0.00 in Actual 1-Way Shear = 3.63 3.04 psi Key Depth = 0.00 in Allow 1-Way Shear = 75.00 75.00 psi Key Distance from Toe = 0.00 ft Toe Reinforcing = None Spec'd fc = 2,5D0 psi , Fy = 60,000 psi Heel Reinforcing = #4@ 18.00 in Footing Concrete Density = 150.00 pcf Key Reinforcing = None 5pec'd Min.As% = 0.0018 Other Acceptable Sizes&Spacings Cover @ Top 2.00 @ Btm,= 3.00 in Toe: Not req'd,Mu<S'F� Heel: Not req'd,Mu<S'Fr Key: No key defined Summa of Overturning�Resisting Forces&Moments ______ __� .....OVERTURNING..... .....RESIS7ING..... Force Distance Moment Force Distance Moment ' �em Ibs ft ft-Ib _ _ Ibs ft _ _ft-Ib __�. Heel Active Pressure = 90.3 0.87 60.3 Soil Over Heel - 110.7 2.92 323.1 Surcharge over Heel = Sloped Soil Over Heel = 7oe Active Pressure = -60.0 0.67 -40.0 Surcharge Over Heel = Surcharge Over Toe = Adjacent Footing Load = Adjacent Footing Load = Axiel Dead Load on Stem = Added Lateral Load = 268.8 5.67 1,523.5 'Axial Live Load on Stem = Load @ Stem Above Soil = Soil Over Toe - 0.75 Surcharge Over Toe = Stem Weight(s) = 56.3 1.84 103.3 - Earth @ Stem Transitions = Total = 299.1 O.T.M. = 1,543.8 Footing Weight = 734.0 1.84 1,346.9 Resistingl0verturning Ratio = 1.15 Key Weight = Vertical Loads used for Soil Pressure= 901.0 Ibs Vert.Component = 3.67 Total= 901.0 Ibs R.M.= 1,773.2 *Axial live load NOT included in total displayed,or used for oveRurning resistance,but is included for soii pressure calculation. . . W�NG �c ,�SS�CI.ATES Project Name : V �� CONSULTING ENGINEERS, INC. Project No. . 180 S.Prospect Ave.,Suite 1 10 Date . i 7ustin,CA 92780 Page . �r' of C��—rr�rj �ps� � , �o (��� �S �X �,��� � ��2-'7 � i � � ` ��,k �- � ��2 ;�� -t v � � � � 12.5"L �Z����� �a ► � �_ d,�� �r� 3 �� (-�S��i � 4� 3l C k .� 3, � �,�3 � 3 �5�� � �� � a�/ � �x .- 1 , �3 �� c'�, l�- � 1(,�6Lf -�� � )C2 u` ��N v.�- I � � . s WONG & ASSOCl/�TES Project Name : V�PC "" CONSULTING ENGINEERS, INC. Project No. : �� �� 180 S.Prospect Ave.,Suite 1 10 Date Tustin,CA 92780 Page . � of C;t��'��`�01� � -� �f�'O �b � +� . C�i��� ��� �- �� x l v� _ : �o�, �s�-, �� c. �v���s u u�� .� �o�� �x l2� � � �t90 I(�S �. �� S�ce � D�. �c v--.��,� c` ` �� ��� ��� �c 5 ��� � �:��-�O ��, � .�-. .,,.-�_._ , � s - � - - _ � � _ . e . � - � -- _ - .- � _ -= -- _ _ � j - - - - - _ - - - — - :�s - _ -_ - - - - = . .�: - - � - - - - - = _ � — __ . .�:—. _, -- � � : � : . ; . �P�" . _ _ _ - _ __ _ y . . _ _ -' _ _ " - _ _- _-_ _ _ � _ ' " _ - �tf �. �Yy.�[� _ __ _ - . . __ - -_ - - _ i � . . . _ _ -- _ "�L L -._,. _ . . __ . . --. . �"_ , . .- '.. . ._ _ ' _ �� _ . .. _ _ ' ;,� �,- - _ - � _ -� �-�>- = - - 333 E! Camino Real, Tustin, Califomia 9278Q ' �' O+ 714.832.3333 F+ 714.$3$.2065 - - - �: � � -�; - " � ' '` � _ � '' - - - - >,;�� - www,rengelarch.com t ,,�. `-�:�. - _ �-' _ � ; . F _ _ _ , . , � - _, _ _ � - - _ - - - - History record: - - _ __ r ti. �- _ _ _ - - _ --- Date Description � - - - - �_ � � - _ _ -- 01.14.13 ISSUE FOR PLAN CHECK " ��' � 01.14.13 ISSUE FOR BiD _ _ �� - � - _ - -_ :,, ` - _ 01.24.13 BID ADDENDUM#1 - - �s - 01.28.13 8!D ADDENDUM#2 - �, - 02.21.13 PLC. C�RRECTIONS � -_ - _ _ 03.07.13 ISSUE FOR CITY APPROVAL EXTERIOR WORK FIRE 03.13.13 APPROVAL � . - �. _ � - - -_ - _ - EXTERlOR WORK FOR j 04.02.13 p�qNNING ARPROVAL { 04.25.13 EXTERIOR V�JORK FIRE APPROVAL � 02.25.14 APPROVAOR ISSUE FOR � 4 I . t t ; Revisions: � � No. Date Description � 1 01.24.13 BID ADDENDUM#1 � � • � A 02.21.13 PLC. CORRECTIONS E � 03.06.13 REVISION � r , � � � � i � � YMBOLS ABBREVIATIONS CONT. ABBREVIATIONS PROJ � 1 � � ECT DIRECTORY PROJECT DATA SHEET INDEX �� � 1550 VALLEY VISTA DRIVE DIAMOND BAR CA 91765 Tre n dZIt1012S ! i � - GA. GAGE, GAUGE SPEC. SPECIFICATION (S) A.F.F. ABOVE FINISHED FLOOR H.O. HIGH OUTPUT OWNER: TENANT: PROJECTADDRESS: GALV. GALVANIZED SQ. SQUARE ACC. ACCESS HTG. HEATING GENERAL SHEETS: 'I � G.C. GENERAL CONTRACTOR S.Y. SQUARE YARD A.P. ACCESS PANEL H.V.A.C. HEATING/VEPtTING/AIR CONDfTIONING VHA VHA 1550 VALLEY VISTA DRIVE Project name: GL. GLASS, GLAZING S.S. STAINLESS STEEL ACOUS. ACOUSTICAL HT. HEIGHT 17038 EVERGREEN PLACE 17038 EVERGREEN PLACE DIAMOND BAR CA 91765 � GL.BLK. GLASS BLOCK STD. STANDARD AC.T. ACOUSTICAL TILE H. HIGH CITY OF INDUSTRY, CA 91754 CITY OF INDUSTRY, CA 91754 . T1 COVER SHEET I GR. GRADE, GRADING STL STEEL ADJ. ADJACENT H.P. HIGH POINT ��• TEL BUILDING CODE SUMMARY: A COLUMN LINE G. GRANITE STOR. STORAGE ADJT. ADJUSTIBLE H.C. HOLLOW CORE CONTACT: VICENTE HUANG CONTACT: VICENTE HUANG OCCUPANCY: B (OFFICE) - GYP. BD., GYPSUM BOARD S.D. STORM DRAIN A/C AIR CONDITIONING H.M. HOLLOW METAL GYP. GYPSUM STRUCT. STRUCTURAL ALT. ALTERNATE HORIZ. HORIZONTAL CONSTRUCTION TYPE: V-B FULLY SPRINKLERED CIVIL SHEETS: 'I G.I. GALVINIZED IRON SUSP. SUSPENDED ALUM. ALUMINUM H.B. HOSE BIBB ' HBo. HARDBOARD STORIES: 2 1550 VALLEY VISTA DRIVE - SYM. SYMMETRY (ICAL) A.B. ANCHOR BOLT FI.W. HOT WATER C'IOO EROSION CONTROL PLAN � HDW. HARDWARE ARCHITECT: SCOPE OF WORK: DIAMOND BAR, CA 91765 � BUILDING SECTION HDWD. HARDWOOD SYS. SYSTEM ANOD. ANODIZED H.W.H. HOT WATER HEATER 12 � SHTG. SHEATHING APPROX. APPROXIMATE HR. HOUR RENGEL+COMPANY ARCHITECTS SECTION IDENTIFICATION HDR. HEADER ARCH. ARCHITECT (URAL) HYD. HYDRANT 333 EL CAMINO REAL • 1,078 SQ.FT OF EXTERIOR PATIO/ WALKWAY F ' A3.1 � SHEET WHERE SECTON IS DRAWN SN. SILL NAIL VAR. VARNISH AUTO. AUTOMATIC IN.(") INCH TUSTIN, CA 92780 • NEW 220 SQ. FT GENERATOR ENCLOSURE S&P SHELF & POLE VNR. VENEER • HANDICAP IMPROVEMENT ARCHITECTURAL SHEETS: �O ! A.C. ASPHALT CONCRETE INCL. INCLUDE (D), (ING) TEL. 714 832-3333 . NEW STOREFRONT TEL. TELEPHONE VERT. VERTICAL ASPH. ASPHALT I.D. INSIDE DIAMETER FAX. 714 838-2065 GN2 ACCESSIBILITY NOTES i N. TELEVISION V.I.F. VERIFY IN FIELD A/C AIR CONDITIONING INSUL. INSULATE (D), (ION) CONTACT: TERRY SMITH ; TEMP. TEMPERED W.T.W. WALL TO WALL B.M. BENCH MARK INT. INTERIOR TSMITHC�RENGELARCH.COM A SEPERATE SPRINKLER PERMIT SHALL BE REQUIRED FOR THIS GN3 ACCESSIBILITY DETAILS ' THK. THICK (NESS) W.C. WATER CLOSET BSMT. BASEMENT JAN. JANITOR BUILDING OR MODIFICATION TO THIS EXISTING BUILDING. PLANS SHALL GN4 SPECIFICATION SHEET THRES. THRESHOLD WP. WATERPROOFING BM. BEAM JT. JOINT BE SUBMITTED TO THE FIRE DEPARTMENT FOR APPROVAL. MECHANICAL, E�EcarRicA�&P�unnBirv�: GN5 1 ST AND 2ND FLOOR EGREES PLAN EXTERIOR ELEVATION TOL. TOLERANCE WS. WEATHER STRIPPING BRG. BEARING KIT. KITCHEN T&G TONGUE AND GROOVE WT. WEIGHT BET. BETWEEN K.O. KNOCK OUT RPM ENGINEERS , 12 � ELEVATION IDENTIFICATION T.O.C. TOP OF CURB W.W.F. WELDED WIRE FABRIC B.L. BUILDING LINE L. LENGTH 120 DISCOVERY A'IOO EXISTING SITE PLAN A4.1 � SHEEf WHERE ELEVATION IS DRAWN T.O.P. TOP OF PARAPET W. WEST, WIDE, WIDTH BLK. BLOCK LT. IIGHT IRVINE, CA 92618 A'IOOA PROPOSED SITE PLAN T.O.S. TOP OF SLAB W/ WITH BLKG. BLOCKING LBL. LABEL TEL. 949 450 1229 WDW. WINDOW BD. BOARD LAB. LABORATORY FAX. 949 450 1454 A101 ENLARGE SITE PLAN AND DETAILS ! T.O.STL TOP OF STEEL CONTACT: RAYMOND PHUA A�OZ GENERATOR ENCLOSURE ENLARGED PLAN DETAIL T.O.W. TOP OF WALL W•GL. WIRED GLASS BOT. BOTTOM LAD. LADDER I TX. TRANSFORMER WM• WIRE MESH BLDG. BUILDING LAM. LAMINATE (D) EMAIL: RAYPC�RPMPE.COM ; �2 � DEfAIL IDENTIFICATION i rYP. TYPICAL W/o WITHOUT B.u.R. BUILT UP ROOFING �,v. LAVATORY AZOO FIRST FLOOR PLAN (FOR REFERENCE ONLY) ; A8.1 � SHEET WHERE DETAIL IS DRAWN TBM. TOP OF BEAM W�• WOOD CAB. CABINET L.H. LEFT HAND AZ'IO SECOND FLOOR PLpN FO ' TPL. TOP PLATE WP• WORKING POINT CPT. CARPET (ED) �T.WT. LIGHTWEIGHT � R REFERENCE ONLY) ! UNF. UNFINISHED WSCT. WSCT. C.I. CAST IRON LIN. LINEAR � U.O.N. UNLESS OTHERWISE NOTED W•H• WATER HEATER C.I.F. CUT IN FIELD LVR. �OUVER � INTERIOR ELEVATIONS V.B. VAPOR BARRIER (REfARDER) W.R.G.B. WATER RESISTANT CLG. CEILING L.P. LOW POINT � i �2 � ELEVATION IDENTIFICATION GYPSUM BOARD CLG.HT. CEILING HEIGHT LINO. LINOLEUM STRUCTURAL SHEETS: Z ` ; A5•� � SHEET WHERE ELEVATION IS DRAWN CEM. CEMENT LTG. LIGHTING cTR. CENTER M.B. MACHINE BOLT S1 GENERAL NOTES KEY PLAN GENERATOR C.T. CERAMIC TILE MBR. MEMBER , , ! � - CLR. CLEAR (ANCE) MFR. MANUFACTURE (R) AP P L I CAB L E C O D E S S2 GENERATOR ENCLOSURE, SECTIONS & DETAILS � KEY NOTE SYMBOL c�o. c�osEr Mas. MASONRY � � a � REFERENCE NUMBER COL. COLUMN M.O. MASONRY OPENING ' CONG CONCRETE (CAST-IN-PLACE) MATL. MATERIAL (S) ALL CONSTRUCTION SHALL CONFORM TO: F C.M.U. CONCRETE MASONRY UNIT MAX. MAXIMUM � 2010 CALIFORNIA BUILDING CODE (CBC) ELECTRICAL = 1 CONST. CONSTRUCTION MECH. MECHANIC (AL� = � DOOR SYMBOL coNST.JT. CONSTRUCTION JOINT MED. MEDIUM 2010 CAUFORNIA ELECTRICAL CODE (CEC) SHEETS: Z i OC � CONT. CONTINUOUS OR CONTINUE MEMB. MEMBRANE 2010 CALIFORNIA MECHANICAL CODE (cMc) SYMBOL LIST DETAILS - ENERGY COMPLIANCE N4TES E-� , & SITEPLAN _ DOOR IDENTIFICATION C.JT. CONTROL JOINT MTL. METAL 2010 CALIFORNIA PLUMBING CODE (CPC) SINGLE C.G. CORNER GUARD MEZZ. MEZZANINE 2010 CALIFORNIA FIRE CODE (CFC) E-2 LINE DIAGRP�M = � : CORR. CORRIDOR MIN. (') MINIMUM, MINUTE F C.W. CURTAIN WALL OR COLD WATER MIR. MIRROR 2010 CALIFORNIA ENERGY COMMISSION C � 1. INSTALLED INSULATION MATERIAL SHALL HAVE BEEN CERTIFIED BY THE CER. CERAMIC MISC. MISCELLANEOUS � WINDOW TYPE SYMBOL MANUFACTURER TO COMPLY WITH THE CALIFORNIA QUALITY STANDARDS � ' � CIR. CIRCLE MLD. MOLDING, MOULDING • O � WINDOW IDENTIFICATION FOR INSULATING MATERIAL (SEC. 118). CLKG. CAULKING M.R. MOP RECEPTOR � I 2. ALL INSULATING MATERIALS SHALL BE INSTALLED IN COMPLIANCE WITH CONN. CONNECTION MT. MOUNT (ED), (ING) D E F E R R E D S U B M I TTAL � � . - THE FLAME SPREAD RATING AND SMOKE DENSITY REQUIREMENTS OF CTSK. COUNTERSUNK MOV. MOVABLE _ SECTIONS 719.1 OF THE CBC. C.B. CATCH BASIN MULL. MULLION I _ � 3 C.J. CEILING JOIST NAT. NATURAL THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING PERMITS ON � � WALL TYPE SYMBOL 3. ALL EXTERIOR JOINTS AND OPENINGS IN THE BUILDING ENVELOPE THAT D. DEEP, DEPTH NOM. NOMINAL - ARE OBSERVABLE SOURCES OF AIR LEAKAGE SHALL BE CAULKED, DET. DETAIL N. NORTH ALL DESIGN/BUILD ITEMS: _ GASKETED, WEATHER-STRIPPED (EXCEPT FOR UNFRAMED GLASS DOORS DIAG. DIAGONAL N.I.C. NOT IN CONTRACT 1. FIRE ALARM SYSTEM � AND FIRE DOORS). (SEC. 116). DIA. DIAMETER N.T.S. NOT TO SCALE 2, BUILDING SIGNAGE AND ATTACHMENT METHOD ; I DIF. DIFFUSER N0. OR # . NUMBER ` s . 4. SITE CONSTRUCTION DOORS, WINDOWS AND SKYLIGHTS SHALL BE DIM. DIMENSION N.G. NATURAL GRADE 3. A SEPARATE SPRINKLER PERMIT SHALL BE REQUIRED FOR THIS `� O P3 • EXTERIOR FINISH SYMBOL CAULKED BETWEEN THE UNIT AND THE BUILDING AND SHALL BE DISP. DISPENSER OFF. OFFICE BUILDING OR MODIFICATION TO THIS EXISTING BUILDING. PLANS �r�`� ��� � WEATHER-STRIPPED (EXCEPT FOR UNFRAMED GLASS DOORS AND FIRE DR. DOOR O.C. ON CENTER (S) SHALL BE SUBMITTED TO THE FIRE DEPARTMENT FOR APPROVAL. ' i DOORS). (SEC. 116). DWR. DRAWER OPG. OPENING -.. - � F DWG. DRAWING OPP. OPPOSITE � ; P3 � INTERIOR FINISH SYMBOL 5. MANUFACTURED DOORS AND WINDOWS INSTALLED SHALL HAVE AIR D.F. DRINKING FOUNTAIN O.D. OUTSIDE DIAMETER :. City of Diamond Bar.. stamp: INFILTRATION RATES CERTIFIED BY THE MANUFACTURER (PER 2-53169A) DIV. DIVISION o.A. o�ERA�� . N OTE TO CO NTRACTO R - c�����e10� � ! 1. AFTER JULY 1, 1993, MANUFACTURED FENESTRATION PRODUCTS DN. DOWN OBS. OBSCURE 'l,� � � � M U ST BE LABELED FOR U—VALVE ACCORDING TO NFRC PROCEDURES. DS. DOWNSPOUT PTD. PAINT (ED) � ��� � ��p A�^ r�,a..,�„""`"";'�/T � ROOM NUMBER (SEC. 116). E. EAST PNL. PANEL SPECIFICATIONS ARE A PART OF THIS PLAN SET, AND MUST BE � .� ��� � L" ` ` 4� ;'','�F'� �•RF�,��'� t x r ,, ; , • r �,�'�i � ELEC. ELECTRIC (AL) P.BD. PARTICLE BOARD REVIEWED DURING BIDDING. THESE SPECIFICATIONS SHALL TAKE 100 � ROOM NUMBER E.W.C. ELECTRIC WATER COOLER PTN. PARTITION PRECEDENCE OVER THE PLAN, AND ANY DISCREPANCIES SHALL BE � m' , x, ' EL. ELEVATION PERF. PERFORATE (D) - - ,,_ 4 � ; , ; , BROUGHT TO THE ATTENTION OF RENGEL+CO. PRIOR TO BID SUBMITTAL. �; � :f�{�Y ' � � ��'��� ..�� SUBMISSION OF A PROPOSAL SHALL BE CONSTRUED AS EVIDENCE THAT � � U � \�r,�,, �� � r � � EA• EACH P. PERSON (S) � � E.N. EDGE NAILING PLAS. PLASTER T � >���_.�,a���p��. ' STORMWATER POLLUTION ELEV. ELEVATOR PLAS. LAM. PLASTIC LAMINATE THE CONTRACTOR HAS FAMILIARIZED HIMSELF WITH PLANS, SPECS, AND _ _ � SITE CONDITIONS. CLAIMS FOR MATERIALS AND LABOR SUBSEQUENT TO " / '�"�_ EMER. EMERGENCY PL. PLATE THE BID WILL NOT BE RECOGNIZED FOR LACK OF PROPER REVIEW OF � � REVISION ENC. ENCLOSE (URE) PLGL. PLATE GLASS , �' �t��" .` '� j - PREVENTION PLANS, SPECS. AND SITE. A'' , EQ. EQUAL PLMB. PLUMBING pW/ , p� ' �� I ! CLOUD AROUND REVISED AREA EQUIP. EQUIPMENT PLWD. PLYWOOD ' : � ' : X EXH. EXHAUST PT. POINT ' '' �': ` ` ` . - , : , � , ,: ; COMPLIANCE TO THE WATER QUALITY STANDARDS AND ANY EROSION CONTROL EXIST. EXISTING PVC. POLYVINYL CHLORIDE peacnp�, F - � �., � r Sheet title: - i PLAN ASSOCIATED WITH TFSIS PROJECT INCLUDES, BUT IS NOT LIMITED TO THE EXP.JT. EXPANSION JOINT P.S.F. POUNDS PER SQUARE FOOT _ F* - - FOLLOWING REQUIREMENTS. EXP. EXPOSED P.S.I. POUNDS PER SQUARE INCH - -- � • EXT. EXTERIOR P.L. PROPERTY LINE : plannirgCaw� _ � MATCH LINE 1. SEDIMENTS AND OTHER POLLUTANTS SHALL BE RETAINED ON SITE UNTIL FIN. FINISH (ED) PR. PAIR � I � (SHADED PORTION IS SIDE CONSIDERED) PROPERLY DISPOSED OF, AND MAY NOT BE TRANSPORTED FROM THE SITE F.A. FIRE ALARM PT. POINT V I C I N I TY MAP .� ,�w�����.�:M�.M���:� ! VIA SHEET FLOW, SWALES, AREA DRAINS, NATURAL DRAINAGE COURSES OR F.E. FIRE EXTINGUISHER Q•T• QUARRY TILE � � � � ������� �� COVE R S H E ET i WIND. F.E.C. FIRE EXTINGUISHER CABINET RAD. RADIUS �� � �O■ M Ca� Oe�lopeie�f Oe�l. ` 2. STOCKPILES OF EARTH AND OTHER CONSTRUCTION RELATED MATERIALS F.H.S. FIRE HOSE STATION RECP. RECEPTACLE Tbe stmpi�g d tis 6p��nd�SlWI NOT be bdd b pami a SHALL BE PROTECTED FROM BEING TRANSPORTED FROM THE SITE BY THE FP. FIREPROOFING REF. REFERENCE � bbe�a�pprowldheriol�ad�rp�d�(�atd�aaoeasaelra . FORCES OF WIND AND WATER FLOW. F.P.S.C. FIRE-PROOF-SELF-CLOSING REG. REGISTER � �: � � � � � � � « � DATUM POINT F.R. FIRE-RESISTANT REINF. REINFORCE (D), (ING) PROJECT LOCATTON � 3. FUELS, OILS, SOLVENTS AND OTHER TOXIC MATERIALS SHALL BE STORED IN I ACCORDANCE WITH THEIR LISTING AND ARE NOT TO CONTAMINATE THE SOIL FLR. FLOOR (ING) RESIL. RESILIENT - _ Copyright 2012.All rights reserved. No part of this _ AND SURFACE WATERS. ALL APPROVED STORAGE CONTAINERS ARE TO BE •�• FLOOR DRAIN REf. RETURN = I work product shall be reproduced in any form or by PROTECTED FROM THE WEATHER. SPILLS MUST BE CLEANED UP IMMEDIATELY FLUOR. FLUORESCENT R.A. RETURN AIR i AND DISPOSED OF IN A A PROPER MANNER. SPILLS MAY NOT BE WASHED �• ��� FOOT REV. REVISION (S), REVISED ,�� � ; .,, _$ any means-graphic,electronic or mechanical, including photocopying,without permission in writing INTO THE DRAINAGE SYSTEM, NOR BE ALLOWED TO SETTLE OR INFILTRATE ��• FOOTING R.H. RIGHT HAND � � �' �� ' � ,,, from RENGEL+CO. i 4� "�'�,,�, g� �° . - � INTO THE SOIL FND. FOUNDATION R.D. ROOF DRAIN ,�; � r ;� CIT1(OF�IAMO. F.A.I. FRESH AIR INTAKE RM. ROOM �; ,� � � s,� � ; �' : 3 TME��P�Ng T {L ARE � � ,� ', � ,,� � ; ��� ` � . r, Date: � 4. EXCESS OR WASTE CONCRETE MAY NOT BE WASHED INTO THE PUBLIC WAY F.S. FULL SIZE R.O. ROUGH OPENING �� �'�`' _ i O R A N Y O T H E R D R A I N A G E S Y S T E M. P R O V I S I O N S S H A L L BE MADE TO RETAIN FURR. FURRED (ING) R. RISER :� 6� : �, � � � : ��: 02.25.14 - j CONCREfE WASTES ON SITE UNTIL THEY CAN BE DISPOSED OF AS SOLID FUT. FUTURE ' � RDWD. REDWOOD ' � � � � : �;� BY ' WASTE. F.A.U. FORCED AIR UNIT SCH. � S C H E D U L E ��� ; ��r,r,r c���w aS �"� � � ' a _ � D r a w n b : � � 5. TRASH AND CONSTRUCTION SOLID WASTE SHALL BE DEPOSITED INTO A F.N. FIELD NAIL SEC. O SECOND, SECTION ��a: �� � �: ��� 2� L�;'� y JCR F.O.C. FACE OF CONCRETE SHT. SHEET �= � � �' �' ' - COVERED RECEPTACLE TO PREVENT CONTAMINATION OF RAINWATER AND F.O.M. FACE OF MASONRY gqppR�OYAL CF THESE PLAhS SNALL N07 BE SIM. SIMILAR `� ' � � � `� Tta Project#: ... ' ' DISPERSAL BY WIND. ' : F.O.S. FACE OF STUD S.C. SOLID CORE � } �-:� CCNSTRUED TO�?F A PEn�I�T FCR ANY V10LATION � • , 6. SEDIMENTS AND OTHER MATERIALS MAY NOT BE TRACKED FROM THE SITE F.G. FINISH GRADE �� . �� oFANY cno��R oR�r;�„racE or rkis arr. 201234 ; BY VEHICULAR TRAFFIC. THE CONSTRUCTION ENTRANCE ROADWAYS MUST BE F.J. FLOOR JOIST S S• SOUTH n� m .�;�,A�,o� ' �' � G p(�NS SHALL CE O�!TliE J�B � ) SPK. SPEAKER � � r�� ��� TMEs_ a �.T� File name: , � STABILIZED SO AS TO INHIBIT SEDIMENTS FROM BEING DEPOSITED INTO THE ;�'�� '� � �'� �� ; �� ' FeQ a���_�u-sr��ic:s. E..•.otis , ; � G c � Trendzitions/Diamond Bar/1550 Valley VistaNHA ' PUBLIC WAY. ACCIDENTAL DEPOSITS SHALL BE SWEPT UP IMMEDIATELY AND � ] r� ; � MAY NOT BE WASHED DOWN BY RAIN OR OTHER MEANS. ,,; ; ` �����n �T : ,���+ ��,,¢ Sheet: � 7. ANY SLOPES WITH DISTURBED SOILS OR REMOVED VEGETATION SHALL BE ������ ; , ��.�� , STABILIZED TO INHIBIT EROSION BY WIND AND WATER. ��,T �, �, � :�� ��13� ; l���f�s�n�:�r�t�.,,� � . � ��,�� f: �r �' � ' $• STORMWATER POLLUTION PREVENTION DEVICES AND/OR PRACTICES EROSION � ; � ,� � �,� �: ��� � CONTROL DEVICES WILL BE MODIFIED AS NEEDED AS THE PROJECT PROGRESSES TO ENSURE EFFECTIVENESS. � T1 . i i TOTAL SHEETS: 16 � - ° - - \ , -- = - - , � =-__-- - - SION TROL NOTES . ' -'- . ERO CON , . Engineering • Planning • Surveying _ 1. IN CASE OF EMERGENCY CALL AT 17782 17th Street, Suite 200 _ ' 2. THE INSPECTOR RESERVES THE RIGHT TO GHANGE/ADD TO THE APPROVED EROSION Tustin, Califomia 92780 CONTROL PLAN AS NEEDED. p+714.665.4500 F+ 714.665.4501 www.hfinc.com . � 3. PROTECT 1NE NEAREST DOWNSTREAM STRE�T CURB INLET WITH GRAVEL BAGS AND HARDWARE/FlLTER CLOTH. History record: 4. GRATE TYPE YARD CATCH BASINS MUST BE ENCIRCLED WITH GRAVEL BAGS HAVING (1) Date Description ONE LAYER FOR EACH FOOT OF WIDTH OF CATCH BASIN. 01.14.13 ISSUE FOR PLAN CHECK 01.14.13 ISSUE FOR BID 01.24.13 BID ADDENDUM #1 . — — — — —— — — — —— — — — — — — — — — — — — — — — — — -- - - - - - - - - - - -- - - - - -- - - - - - - - - - - - - - - - - - - - - O CONSTRUCTION NOTES 01.28.13 B� o - - - - - - - - - - - - - - - - - - - - - - - - - 02.21.13 PLC. CORRECTIONS 03.07.13 ISSUE FOR CITY APPROVAL � �, 1�CONSTRUCT GRAVEL BAGS AND TEMPORARY 6' HIGH CHAINLINK FENCE EXTERfOR WORK FIRE , - �__,•' �._. � WITH FABRIC SCREEN PER DETAIL HEREON 03.13.13 APPROVAL . •� .. . _ . ,.: .. ..: •: �. • . .... . .. .. . .....•.. ... .• :... . .,... ..•..... ... . . .. ..:. . , .. ,.. .. •.-. _ . 3 � :..Y EXTERIOR WORK FOR � 2 O2 —CONSTRUCT GRAVEL BAG VELOGTY REDUCER PER DETAIL HEREON 04.02.13 p�qNNING APPROVAL i IE X T E R I O R W O R K I S S U E � � O3 —CONSTRUCT CURS fNLET GRAVEL BAG SARRIER PER DETAIL HEREON 04.25.13 �OR APPROVAL � MATERIAL DEIJVERY & STORAGE (WM-1). ' i t SIZE TO BE DETERMINED BY THE ti : I CONTRACTOR , , � 9 ' � Revisions: � ,..a�u~� � � No. Date Description I . _ � i a I1 ���rm+��"° I I I _ _ I r - - --- - - - - - - - - - - -- -- - - -- - - = - - - - - - - - - - - -- - - - { f I i 2 � �� PORTABLE ( � I ( SANITA�ION CONCRETE WA�iOUT (WM-8) ,.,u���.w 1 ' � ; � ` 10' MINx10' MfN � `_ � ( I (WM-9) � � � � � �'� y � iI I °j��nA� I I � �° i � i ' i � � ; i � � : I _ . � . � � . ' - - � Jpp\UYU� ' . � . . . . � I � f � � g � � , I � � �,�,.�.a � � I C � � � � � '' � �� � / � ' � 1 ' r � � TENANT IMPROVEMENT � � `� `� i � . . � � , +/-41 172 TOTAL BUILDIN � ` Tre n dZIt10nS m , � , �sQ.FT. , � � 1 • // - � Q _ Project name: i • 1 i � \ � / i � � � // � � - , � � � � � ,.. � /�- _ E I �� � � ,..u������ _ _ ` � - - { I � � � • �/ �\!e V � , O � fi„��+� �� (� � / �l� � \\ c� ,ow�uu � `/ � f � 0 � • ` � $ I! � � . . . � . . � - . . g ' - � - . I . . . . . . . - . - . � . . � � . _ . . . . /��A����! / � - � . . . . . . . . �/ � . . _ . . k � � � � - � . - � � . � . - . - . . - . - - . . � . . . - . - . . . � . _ . . . � . - I . . . . . � � . . . .� . . - - . - . . - - . . �- � � . . . . � . � . � � . - . - � - . � - . - . I �. � . - . . � - - - � . . / . . � . _ . : .. . � . . - . . : � . � . . . . -- � � - . . - - � . _ . . . � . . . . � . . . � . 1 � /� � , � i " � - - � � _ � - � � � � o - � � i ; � a � ' � : ; � � i _ � � � /� I �\ � � /� � � � i , � � , . ; � F ' � � � t � � � �\ � � - 1 � � i ° ; �� i � � , i i � f \�� � t, +� .r .� ��� ' � . •,: r i _ � i � i � -- " \ / � � i _ 1 � � . � � � : � �` �� � � � � ` �� ; � � '— _ _ � � - - -- -- - - - - - - - - CERTIFI�ATION , . _ � � , j AS THE ARCHITECT/ENGINEER, CONTRACTOR AND PROJECT OWNER OF RECORD I CERTIFY THAT THE SELECTED BMPs MUST BE INSTALLED, MONITORED, AND MAINTAfNED TO ENSURE THEIR � EFFECTIVENESS. I HAVE READ AND UNDERSTAND THE REQUIREMENTS LISTED ABOVE, I • ` ` / '� CONSTRUC110N MATERIALSSTAND IW ERTIFY THAT� WILL�CO P�LIY WITH THESE REQUIREMENTS. � - � - - � - - j . i � ARCHI CT/ENGINEER OR CTOR OF RECORD NAME T1TLE � PPLICABLE� � � ARCHITECT/ENGINEER OR CONTRACTOR OF RECORD SIGNATURE DATE ; � � . Stamp: � . . � LEGAL LANDOWNER T1TLE _ ; _ Q�pf ESS/p,y -- i ���O P. S i _ I NORTH �-'� �% I _ LEGAL LANDOWNER SIGNATURE DATE � z c� - m � . 47886 � - I = �r CI I� �* e = 9lF�F CA1.�F��� - S I T E P LA N SCALE: 1�� = Zo� == -_ - SE-10 SE-4 SE_g � : Sheet title: - GRAVEL BAG SPEC NOTES: WE-'I - ; EROSION � 15"x30" POLYPROPYLENE GRAVELBAGS � _ I WOVEN POLYPROPYLENE - CONSTRUCTED TO RESIST C O N T RO L SPUTS AND LEAKAGE. WITH ANTISKID DESIGN. I 100� MAX. (TYP.) 10 X 12 WEAVE _ GRAVEL BAG ANCHORS; 950 DENIER P LAN 2 ROWS HIGH 1200 HOURS UV RAl1NG MILKWHITE COLOR j CURB INLET B GSW 2 BAGS H GH 1000 PER BALE Copyright 2012.All rights reserved. No part of this � work product shall be reproduced in any form or by ; z ---- WORK AREA any means-graphic, electronic or mechanical, I `" � including photocopying,without permission in writing i FLOWLINE - from RENGEL+CO. f `� �.. ; `'`-=: : ... ... ... FLOW ... .. Date: �•� ��� • ••• �•� 6' HIGH CHAINLINK F�NC� ' DIRECTION WI B S�CREF� A 02.21.13 j : '` ��.,R�AN� � TA11-S �E PLACE BAGS FLAT AND �ESE p App�Q\dEd Drawn by: ' FIRMLY IN PLACE 1 8AG MIN. REF BY I , �: 5 ?��,� Project#: 2 � ! _ FILTER FABRIC .. . . ... . . .=;.: .. . ,��.:,.. . , .. . :. . � F`� LANS SHA�L N�tBpK ZO'I234 = i Q�THESE P R pNY V10 j �F1E ApPROVAL 8E t,}i1 r0 OF TH�S C1 � File name: A P�� . i ' C�OF p��ODE OR ORDtNAN�� E JOa �ESEp�'F���sy�£9�S�E�1O�s Trendzitions/Diamond Bar/1550 Valley VistaNHA - Sheet: � FOR At-L R_ � - � GRAVEL BAG BARRIER � - DRAI N I NLET PROTECTION _ _ C � 01 , � GRAVEL BAG CHECK DAM. WITH SITE FENCENG � �- i SCALE: N.T.S. 3 SCALE: N.T.S. 2 1 � - - � SCALE: N.T.S. � - � ; � . _,�...Y_.�-�. _ _ _ _ _ � _ _ '� � � � � _ � - _- � �. - - , _ _� - TITLE 24 D ISAB I LITY ACCESS NOTES _ � � � � - � - � , - �,.. � . _ - _ � _ F t 2 �� ' __.y _. _� -_,_- .. ' . • - � - � I. SITE DEVELOPMENT 10. SIDEWALKS �iND �THER PEDESTRIAN WAYS SHALL CONFORM TO THESE 6. IF THE CLEAR FLOOR SPACE ALLOWS A PAP.ALLEL APPROACH BY A E. HAZARDS AND PROTRUDIIvG OBJECTS: 333 EI Camino Reai, Tustin, Califomia 92780 . ' - REQUIREMENTS WHEN INTERRUPTED BY DRIVEV'JAYS OR OTHER WALKS. PERSON IN A WHEELCHAIR, THE MAXIMUM H1GH SIDc REACH O+ 714.832.3333 F+ 714.83$.2065 i GENERAL REQUIREMENT: SITE DEVELOPMENT AND GRADING SHALL BE ALL INTERRUPTIO�JS IPJ A LEVEL WALK SHALL CO�IPLY WITH THE CURB ALLO'JVED iS 54" AND THE LOW SIDE REACH SI-1ALL BE 9" AFF 1 . OBJECTS PROTRUDING FRGM WALLS WITH THEIR LEADING EDGES www.rengelarch.com � DESIGNED TO PROVIDE ACCESS TO PRIMARY ENTRANCES AND ACCESS TO RAMPSECTION. MWIMUM. A SIDE REACH IS ALLOWED OVER AN OBSTRUCTION BETWEEN 27 AND 8Q AFF SHALL PROTRUDE 4 MAXIMUM INTO �� » ,� History record: � NORMAL PATHS OF TRAVEL, AND WHERE NECESSARY TO PROVIDE ACCESS, PROVIDED THE HORIZONTAL DIMENSION OF THE OBSTRUCTION WALLS, CORRIDORS OR PASSAGEWAYS. � SHALL INCORPORATE PEDESTRIAN RAMPS, CURB RAMPS, ETC. 11 . THERE SHALL BE A 36" WIDE TRUNCATED SURFACE (DOMES, .2" DOES NOT EXCEED 24" AND A MAX. HT. OF OBSTRUCTION DOES Date Description HIGH , .9" IN DIAMETER AND CENTERED 2.35" APART) WHENEVER NOT EXCEED 34" AFF. 2. OBJECTS MOUNTED WITH THEIR LE1aD�NG EDGES, AT, OR BELOW 01.14.13 ISSUE FOR PLAN CHECK A. HANDICAPPED PARKING SPACES THERE IS N07 A CURB OR POSTS SEPARATING A DRIVEWAY AND A 27" AFF MAY PROT�I;DE ANY AMOUNT ALLOWABLE BY OTHER 01.14.13 ISSUE FOR BID 1 . SPACES SHALL BE SO LOCATED THAT HANDiCAPPED PERSONS ARE PEDESTRIAN V�JALKWAY OR AT A GRADE LEVEL WATER FEATURE. il. ENTRANCES AND CIRCULATION REQUiREMENTS. 01.24.13 BID ADDENDUM#1 NOT COMPELLED TO WHEFL OR WALK BEHIND PARKED CARS OTHER 3. FREE STANDING OBJECTS MCUNTED ON POSTS OR PYLONS MAY ' THAN THEIR OWN. AL� PRIMARY ENTRANCES TO BUILDINGS AND FACILITIES SHALL BE MADE „ „ „ 01.28.13 BID ADDENDUM#2 4 D. PEDESTRIAN RAMPS ACCESSIBLE TO THE PHYSICALLY HANDICAPPED PHYSICALLY DISABLED PERSONS. OVERHANG 12 MAXIMUM FROM 27 TO 80 AFF ABOVE LITTLE 2. SINGLE STANDARD PARKING SPACES SHALL BE 8 FT. WIDE X 18 FT. / 02.21.13 PLC. CORRECTIONS � WITH AN ADJACENT 5 FT. WIDE LOADING AREA ON THE PASSENGER 1 . A PATH OF TRAVEL WITH A SLOPE GREATER THAN 5� (1 :20) SHALL A. GENERAL REQUIREMENTS 03.07.13 ISSUE FOR CITYAPPROVAL SIDE OF THE VEHICLE. BE CONSIDERED A RAMP. 4. OBJECTS SHALL NOT REDUCE THE CLEAR WIDTH OF AN EXTERIOR WORK FIRE ' 1 . ALL BUILDING ENTRANCES THAT ARE ACCESSIBLE TO AND USABLE BY ACCESSIBLE ROUTE OR MANEUVERING SPACE. 03.13.13 APPROVAL � 3. VAN ACCESSIBLE SPACES SHALL BE 9 FT. WIDE X 18 FT. WITH AN 2. THE MAXIMUM RAMP SLOPE SHALL NOT EXCEED 8.33% (1 :12) (N EXTERIOR WORK FOR r ADJACENT 9 FT. WIDE LOADING AREA ON THE PASSENGER SIDE OF THE PATH OF TRAVEL. PHYSICALLY HANDICAPPED /PHYSICALLY DISABLED PERSONS SHALL 5. WALKS, HALLS, CORRIDORS, PASSAGEWAYS, AISLES, OR OTHER 04.02.13 PLANNING APPROVAL = THE VEHICLE. BE IDENTIFIED WITH AT LEAST ONE STANDARD SIGN DISPLAYING THE CIRCULATION SPACES SHALL HAVE 80" MINIMUM CLEAR HEADROOM. EXTERIOR WORK FIRE " 04.25.13 � 3. THE WIDTH SHALL BE 48" MINIMUM UNLESS ENTRANCE LEAVES AN INTERNATIONAL SYMBOL OF ACCESSIBILITY AND WITH ADDITIONAL APPROVAL 4. DOUBLE PARKING SPACES SHALL BE 23 FT. WIDE X 18 FT. W1TH A OCCUPANT LOAD OF MORE THAN 300, WHICH RAMPS SHALL BE 60" DIRECTIONAL SIGNS, AS REQUIRED, TO BE VISIBLE TO PERSONS GENERATOR ISSUE FOR 5 FT. LOADING AREA BETWEEN THE TWO 9 �f. VEHICLE SPACES. MINIMUM. ALONG APPROACHING PEDESTRIAN WAYS. 6. ABRUPT CHANGES !N LEVEL, EXCEPT BETWEEN SIDEWALKS AND A 02.25.14 APPR�VAL ( STREET OR DRIVEWAY, EXCEEDING 4" IN A VERTICAL DIMENSION, � 4. LANDINGS ARE REQUIRED AT TOP AND BOTTOM OF RAMPS. 5. MAXIMUM SLOPE OF PARKING SURFACE IN ANY DIRECTION 1007.4.2A B. DOORS, VESTIBULES AND CORRIDORS SUCH AS AT PLANTERS OR FOUNTAINS LOCATED ADJACENT TO ` X .0� 1 :50" PER FOOT. NIMUM 72" IN THE „ SIDEWALKS OR PEDESTRIAN WAYS SHALL BE IDENTIFIED BY A 6" : � SHALL NOT E CEED 2 , A. BOTfOM LANDING SHALL BE MI OF HIGH CURB AND A 36" WIDE TRUNCATED SURFACE TO WARN THOSE Revisions: � DIRECTION OF TRAVEL. „ „ 1 . ALL REQUIRED EXIT DOORS SHALL HAVE 32 CLEAR OPENING WIDTH B. TOP LANDING SHALL BE 60 X 60 MINIMUM. AT 90 DEGREES (36" DOOR) AND MINIMUM 6'-8" HEIGHT. WITH A VISUAL DISABILITY. No. Date Description ; 6. PARKING SPACES SHALL BE IDENTIFIED BY SIGN WITH THE 7. THE EDGES OF BOARDING PLATFORMS IN TRANSPORTATION j INTERNATIONAL SYMBOL OF ACCESSIBILITY MOUNTED ON A POST OR 2. AT LEAST ONE OF A PAIR OF DOORS SHALL MEET THE MIN. 32" CLEAR WALL IN FRONT OF SPACE. SIGN SHALL BE REFLECTORIZED, WHITE ON �• WHEN DOOR SWINGS ONTO TOP LANDING, MINIMUM ENTRANCE WIDTH REQUIREMENT. TERMINALS OR IN SIMIIAR FACILITIES SHALL BE IDENTIFIED BY A LIGHT- � DARK BLUE BACKGROUND, AT LEAST 70 SQ. INCH IN AREA, AND DEPTH OF LANDING REQUIRED IS DOOR WIDTH PLUS 42". COLORED BAND OF CLEARLY CONTRASTING TEXTURE AND COLOR AT ` MOUNTED 80" ABOVE GRADE FOR POST WHEN IN A PATH OF TRAVEL, 3. THRESHOLD SHALL BE NO HIGHER THAN 1/2" ABOVE THE FLOOR. LEAST 18" IN WIDTH. CONTRASTING STRIPING , OR OTHER � OR 36" ABOVE GRADE FOR WALL MOUNTING. D. WITHIN DOOR SWINGS ONTO THE TOP LANDING, THE WIDTH EDGE TO BE BEVELED WITH A SLOPE NO GREATER THAN 1 IN 2, IF ALTERNATIVES TO THE ABOVE, WILL BE PERMITTED WHERE THE OF LANDING SHALL EXTEND 24" PAST THE STRIKE EDGE MORE THAN 1/4". RESULTANT PATTERNS, COLOR, OR ALTERNATIVE ADEQUATELY IDENTIFY OF DOOR FOR EXTERIOR RAMP, OR 18" PAST STRIKE EDGE THE PLATFORM EDGE. 7• IN ADDITION, SURFACE OF PARKING SPACE(S) SHALL BE FOR INTERIOR RAMP. 4. EXTERIOR LEVEL LANDING MAY SLOPE UP TO 2% (1 :50) IN ANY - IDENTIFIED BY EITHER OF THE FOLLOWING SCHEMES: 5. A 60" INTERMEDIATE LANDING IS REQUIRED AT INTERVALS OF 30 DIRECTION FOR SURFACE DRAINAGE. 8. TRANSIT BOARDING PLATFORMS AND AROUND UNPROTECTED REFLECTING POOLS, YELLOW 36" WIDE DOME TRUNCATED SURFACE � A. OUTLINING OR PAINTING SPACE IN BLUE WITH CONTRASTING INCH VERTICAL CHANGE AND 72" LANDING AT EACH CHANGE OF 5. DOOR HARDWARE SHALL BE OF THE LEVER, PUSH-PULL TYPE OR BORDERING A DROP OFF OR SAFE AREA. PROVIDE DIRECTIONAL � COLOR PROFILE VIEW OF WHEELCHAIR WITH OCCUPANT, OR DIRECTION (OVER 30 DEGREES). PANIC BARS, MOUNTED 30" TO 44" ABOVE THE FLOOR AND BE ARROWS TO DOORS IF TRAIN STOPS CONSISTENTLY AT ONE LOCATION - 6. INTERNATIONAL SYMBOL OF ACCESSIBILITY IN WHITE ON OPERABLE WITH A MAX. EFFORT OF 5 LBS. FOR EXTERIOR DOORS � E BLUE BACKGROUND, 36" X 36", VISIBLE WHEN VEHICLE IS � AND INTERIOR DOORS. PARKED. 6. RAMP HANDRAILS ARE REQUIRED ON EACH SIDE OF RAMP, WHEN � � 8. EACH ENTRANCE TO OFF-STREET PARKING FACILITY OR EACH SLOPE EXCEEDS 5.0� (1 :20). 1 6. THE LOWER 10" OF THE DOOR SHALL BE OF SMOOTH, PLANE �� HANDICAPPED PARKING SPACE(S) SHALL ALSO HAVE A SIGN, 17" 7. RAMP HANDRAILS SHALL BE CONTINUOUS, LOCATED 34"-38" SURFACE (NO RECESS OR TRAP) EXCEPT AT AUTOMATIC AND SLIDING TI�eI1 dZIt1011S � X 22", STATING: "UNAUTHORIZED VEHICLES PARKED IN DESIGNATED HEIGHT ABOVE RAMP SURFACE, WITH 12" STRAIGHT EXTENSIONS DOORS. THE STATE ARCHITECT HAS STATED THAT THE REGULATION IS � HANDICAPPED SPACES NOT DISPLAYING DISTINGUISHING PLACE BEYOND TOP AND BOTTOM, AND THE ENDS RETURNED. NOT INTENDED TO PREVENT THE USE OF "HERCULITE" TYPE GLASS CARDS OR LICENSE PLATES ISSUED FOR PHYSICALLY DISABLED DOORS. Project name: PERSONS MAY BE TOWED AWAY AT OWNER'S EXPENSE. - 8. HANDRAILS SHALL BE 1 1/4" TO 1 1/2" CROSS SECTION, SPACED 7. THERE SHALL BE A CLEAR AREA ON EACH SIDE OF DOOR, 60" DEEP _ 9. ENTRANCE TO AND VERTICAL CLEARANCE WITHIN ACCESSIBLE LEVEL MINIMUM OF 1 1/2" CLEAR FROM ADJACENT WALL. IN DIRECTION OF DOOR SWING AND 44" MIN. DEEP IN DIRECTION - _ , OF PARKING STRUCTURE SHALL BE 8 FT. 2 IN. TO ANY STRUCTURAL OPPOSITE OF DOOR SWING AND A MAXIMUM SLOPE OF 2� (1 :50) _ •`. ; . MEMBER, DUCT OR PIPE AT ALL DRIVE AISLES LEADING TO OR FROM g. WHEN THE RAMP EXCEEDS 10 FEET IN LENGTH AND WHERE NOT � ACCESSIBLE PARKING SPACES AND OVER ALL ACCESSIBLE PARKING OTHERWISE BOUNDED BY WALLS, A 2" HIGH CURB OR WHEEL GUIDE 8. WIDTH OF CLEAR AREA ON THE SWING SIDE OF THE DOOR SHALL 1550 VALLEY VISTA DRIVE � SPACES. RAIL CENTERED 3", (PLUS/MINUS 1 ") ABOVE RAMP SURFACE IS EXTEND 24" PAST STRIKE JAMB FOR EXTERIOR DOORS AND 18" PAST k DIAMOND BAR, CA 91765 F 10. PARKING LOT TICKET EJECTOR OR CARD RECEPTACLES SHALL BE AT REQUIRED ON BOTH SIDES. STRIKE JAMB FOR INTERIOR DOORS. � A HEIGHT THAT ACCOMMODATES A PERSON WITHOUT FINGER DEXTERITY 10. THE CROSS SLOPE ON A RAMP OR THE SLOPE ACROSS A RAMP 9. THE SPACE BETWEEN TWO CONSECUTIVE DOOR OPENINGS IN A IN AN AUTOMOBILE OR VAN. THE TICKET SHALL EXTEND A MINIMUM LANDING IN ANY DIRECTION SHALL NOT EXCEED 1/4" PER FOOT. VESTIBULE SHALL PROVIDE 48" MIN. OF CLEAR SPACE FROM ANY OF 1 1/2" FROM THE FACE OF THE MACHINE. �2.0�). DOOR OPENING tNTO SUCH VESTIBULE WHEN THE DOOR IS 11 . A WHEEL STOP SHAL� BE PROVIDED IN ALL ACCESSIBLE PARKING POSITIONED AT 90 DEGREES FROM ITS CLOSED POSITION. DOORS � SPACES TO PREVENT ENCROACHMENT OF CARS INTO THE REQUIRED E. HAZARDS IN A SERIES SHALL SWING EITHER IN THE SAME DIRECTION OR ! WIDTH OF WALKWAYS. AWAY FROM THE VESTIBULE. 1. PROVIDE 80" HEADROOM FROM WALKWAY SURFACE TO ANY • OVERHANGING OBSTRUCTION. 10. AT TURNSTILE, PROVIDE AN ACCESS GATE, 32" CLEAR WIDTH ; OPENING, WITHIN 30 FEET OF TURNSTILE. I B. CURB RAMPS 2. ABRUPT CHANGES IN LEVEL EXCEEDING 4" ADJACENT TO WALKS, „ � 1 . CURB RAMPS SHALL BE LOCATED WHEREVER A PEDESTRIAN PATH EXCEPT BETWEEN WALKS AND ADJACENT STREETS OR DRIVES, SHALL 11 . CORRIDORS SHALL BE 44 MINIMUM IN WIDTH OR AS REQUIRED BY CROSSES A CURB. BE IDENTIFIED BY WARNING CURBS PROJECTING 6" ABOVE WALK OCCUPANT LOAD. CORRIDORS SERVING LESS THAN 10 OCCUPANTS � SURFACE. MAY BE 36" MIN. WIDE. � 2• CURB RAMPS SHALL BE 48" MINIMUM WIDTH WITH MAXIMUM SLOPE OF 8.33� (1 :12) FLARED SIDES OF CURB RAMP SHALL HAVE A 3. HEADROOM OF 80" MINIMUM SHALL BE MAINTAINED FOR WALKS, 12. FOR CORRIDORS OVER 200 FEET LONG, SEE SPECIAL REQUIREMENTS MAXIMUM SLOPE OF 8.33� (1:12), OR 8.33% (1 :12) WHERE THERE CORRIDORS, AISLES, ETC. OF SEC. IS PEDESTRIAN CROSS TRAFFIC. 4. PROTRUDING OBJECTS WITH LEADING EDGES BETWEEN 27" AND 80" ABOVE FINISHED FLOOR SHALL NOT PROTRUDE MORE THAN 4" C. FLOORS � 3• A LEVEL 48" MINIMUM DEPTH LANDING IS REQUIRED AT TOP OF INTO WALKS, CORRIDORS, ETC. - CURB RAMP OVER ENTIRE CURB RAMP WIDTH.FIG. 1 . FLOORS OF A GIVEN STORY SHALL BE A COMMON LEVEL THROUGHOUT 5. OBJECTS WITH PROTRUDING EDGES AT OR BELOW 27" ABOVE OR SHALL BE CONNECTED BY PEDESTRIAN RAMPS, PASSENGER FINISHED FLOOR MAY PROTRUDE ANY AMOUNT. ELEVATORS, OR SPECIAL ACCESS LIFTS. 4. IF NO LANDING IS PROVIDED, THE SLOPE OF FLARED SIDES SHALL NOT EXCEED 8.33� (1 :12). 6. FREE STANDING OBJECTS MOUNTED ON POSTS BETWEEN 27" AND 2• GROUND AND FLOOR SURFACES ALONG ACCESSIBLE ROUTES AND IN 5. SURFACE OF RAMP AND SIDE FLARES SHALL BE SLIP RESISTANT 80" ABOVE THE FLOOR MAY PROJECT A MAXIMUM OF 12". ACCESSIBLE ROOMS AND SPACES, INCLUDING FLOORS, WALKS, RAMPS, STAIRS, AND CURB RAMPS, SHALL BE STABLE, FIRM, AND AND CONTRASTING FINISH TO THAT OF THE ADJACENT SIDEWALK. SLIP-RESISTANT. F. SIGNAGE 3. CHANGES IN LEVEL UP TO Y4 INCH MAY BE VERTICAL AND WITHOUT EDGE 6• ALL CURB RAMPS/CUTS SHALL HAVE A GROOVED BORDER 12" TREATMENT. WIDE AT THE LEVEL SURFACE OF THE SIDEWALK ALONG THE TOP 1. THE INTERNATIONAL SYMBOL OF ACCESSIBILITY SHALL BE THE AND EACH SIDE, THE GROOVES ARE 1/4" WIDE AND 1/4" DEEP STANDARD USED TO IDENTIFY FACILITIES THAT ARE ACCESSIBLE TO 4• CHANGES IN LEVEL BETWEEN Y4 INCH AND Y2 INCH SHALL BE CENTERED 3/4" APART ON CENTER. AND USABLE BY PERSONS WITH DISABILITIES AS SET IN CCR SECT. ACCOMPLISHED BY MEANS OF A RAMP NO STEEPER THAN 1 VERTICAL 552 AND UFAS/ADAAG SECT. 4.30. THE SYMBOL SHALL CONSIST TO 2 HORIZONTAL. 7. THE LOWER END OF ALL CURB RAMPS SHALL BE FLUSH. OF A WHITE FIGURE ON A BLUE BACKGROUND. THE BLUE SHALL BE � ` EQUAL TO COLOR N0. 15090 IN FEDERAL STANDARDS 595(A). 5. IF CARPET OR CARPET TILE IS USED ON GROUND OR FLOOR SURFACE, 8. THE SURFACE OF EACH CURB RAMP LOCATED IN THE CENTER OF IT SHALL BE SECURELY ATTACHED; HAVE A FIRM CUSHION, PAD OR THE CURB RETURN SHALL HAVE A CHEVRON PATTERN GROOVED 2. SIGNAGE SHALL BE TACTILE ACCESSIBLE TO PEOPLE WITH VISUAL BACKING OR NO CUSHION OR PAD; AND HAVE A LEVEL LOOP, TEXTURED SURFACE PARALLEL TO THE CENTERLINE OF THE CROSSWALKS, WITH IMPAIRMENTS. LOOP, LEVEL CUT PILE, OR LEVEL CUT/UNCUT PILE TEXTURE. THE 1/4" WIDE BY 1/4" DEEP GROOVES WITH 1 1/2" ON CENTER. A. CHARACTER WIDTH-TO-HEIGHT RATIO BETWEEN 3:5 AND 1:1 . MAXIMUM PILE HEIGHT SHALL BE Y2". EXPOSED EDGES OF CARPET STROKE WIDTH-TO-HEIGHT RATIO BETWEEN (1 :5 AND 1 :10). SHALL BE FASTENED TO FLOOR SURFACES AND HAVE TRIM ALONG THE 9. CURBCUTS/RAMPS TO HAVE TRUNCATED SURFACE, CONTRASTING ENTIRE LENGTH OF THE EXPOSED EDGE. CARPET EDGE TRIM SHALL COLORED DOMES .2" HIGH, 9" IN DIAMETER, CENTERED 2.35" B. CHARACTERS AND SYMBOLS SHALL CONTRAST TO THEIR COMPLY WITH SECTION 1 124B.2. (1 1246.3, FtG. 1 1 B-7B) I APART, INCLUDING SIDE FLARES. (CALIFORNIA PROPOSED) CURB BACKGROUND. RAMPS WITH 5-6.67� SLOPE ONLY TO HAVE A TRUNCATED C. PERMANENT SIGNAGE IDENTIFYING ROOMS OR AREAS OF A 6. IF GRATING ARE LOCATED ON FLOORS, THEN THEY SHALL HAVE SPACES � SURFACE. DIAGONAL CURB RAMPS TO HAVE A 30' X 48 ' STRIPED BUILDING MUST BE SANS SERIF CHARACTERS 5/8" TO 2" IN NO GREATER THAN Y2" WIDE IN ONE DIRECTION. IF GRATINGS HAVE � SPACE AT THE BOTTOM. HEIGHT AND RAISED 1/32". STROKE WIDTH OF CHARACTERS ELONGATED OPENINGS, THEY SHALL BE PLACED SO THAT THE LONG Stamp: SHALL BE A MINIMUM OF 1/4". DIMENSION IS PERPENDICULAR TO THE DOMINANT DIRECTION OF TRAVEL. 10. RAMP SLOPE NOTE: SLOPES DEFINED IN THIS REPORT AND THESE D. ROOM SIGNAGE SHALL BE LOCATED OGV THE WALL NEXT TO DRAWINGS SHALL TAKE INTO ACCOUNT ALL EXISTING SITE SLOPES ON � WHICH RAMPS WILL BE PLACED, AND VERIFIED TO THE CORRECT THE LATCH SIDE OF THE DOOR 60" AFF. , "������A���'�r� PERCENTAGE OF SLOPE BY THE USE OF THE APPROPRIATE SURVEY ��P � J�A�c E, LETTERING ON OTHER SIGNS SHALL BE 3" HIGH FOR SIGNS TO � ¢ ��' METHODS, SMART LEVEL, OR EQUAL. SLOPE RATIOS (I.E. 1 :12, 1 :10) BE READ AT A DISTANCE OR POSTED ABOVE THE FLOOR. ��' �: ARE ONLY FOR REFERENCE TO A LEVEL SURFACE. �'� : 14i�� ,'� F. PICTOGRAMS MUST INCLUDE LETTERING AND A 6" BORDER. ' r ���;.�rr��' �`^�..._M,.....-�`pF' C. WALKS AND SIDEWALKS CF CA�-�F 1 . WALKS SHALL HAVE A CONTINUOUS COMMON SURFACE, NOT G. CLEAR FLOOR OR GROUND SPACE FOR WHEELCHAIRS INTERRUPTED BY STEPS OR BY ABRUPT CHANGES IN LEVEL � EXCEEDING 1/4" AND SHALL BE 48" MINIMUM IN WIDTH UNLESS A ° NATURAL CONDITION CAUSES A HARDSHIP AND THEN 36" MINIMUM. 1 . THE MINIMUM CLEAR FLOOR OR GROUND SP�CE REQUIRED TO = ACCOMMODATE A SINGLE, STATIONARY WHEELCHAIR AND Sheettitle: OCCUPANT IS 30" X 48". THE MINIMUM SPACE MAY BE 2. ABRUPT CHANGES ARE ALLOWED UP TO 1/4", CHANGES IN LEVEL POSITIONED FOR FORWARD OR SIDE APPROACH TO AN OBJECT. BETWEEN 1/4" AND 1/2" SHALL BE BEVELED WITH A SLOPE NO THE MINIMUM SPACE MAY BE PART OF THE KNEE/TOE SPACE ACCESSIBILITY GREATER THAN 1 :2. REQUIRED UNDER SOME OBJECTS. 3. CHANGES IN LEVEL GREATER THAN 1/2" SHALL COMPLY WITH RAMPS. 2. ONE FULL SIDE� OF THE CLEAR FLOOR SPACE FOR A WHEEL CHAIR NOTES SHALL ADJOIN OR OVERLAP AN ACCESSIBLE ROUTE OR ADJOIN 4. SLOPES IN THE DIRECTION OF TRAVEL SHALL NOT EXCEED 5� (1 :20) ANOTHER WHEELCHAIR CLEAR FLOOR SPACE. IF A CLEAR FLOOR UNLESS IT COMPLIES WITH RAMP STANDARDS. SPACE IS LOCATED IN AN ALCOVE OR CONFINED ON ALL OR PART OF THREE SIDES, ADDITIONAL MANEUVERING CLEARANCES SHALL BE �'� �� 5. SURFACES MUST BE SLIP RESISTANT AS A MEDIUM - SALT FINISH. �N`��,��.`�� Copyright 2012.All rights reserved. No part of this PROVIDED. �, ��P �p� work product shall be reproduced in any form or by �� �� !�GF 5 F'•a ��0 any means-graphic,electronic or mechanical, 3. PROVIDE A 30 X 60 CLR. FLR. SPACE FOR ALCOVES GREATER THAN G� �*N ��� including photocopying,without permission in writing 6. SURFACE CROSS SLOPES SHALL NOT EXCEED 1:50 GRADIENT (2%). 15" DEEP AND DESIGNED FOR SIDE APPROACH. �`��e �'�*F� from RENGEL+CO. � �,�.�,'� N�,��oN ,� » � �3 2�• �" 55t,,���flG�, oate: �. � �N ,s 02.25.14 7. WALKS, SIDEWALKS, AND PEDESTRIAN WAYS SHALL BE FREE OF 4. PROVIDE A 30 X 48 CLR. FLR. SPACE FOR ALCOVES GREATER THAN F' �� c5Ef�4�O��N o� GRATINGS WHENEVER POSSIBLE. WHEN GRATINGS MUST BE 24" DEEP AND DESIGNED FOR FRONTAL APPROACH. F�`�`" ��` ��� N�' � » �o����R�p\N���pN�G�t��'� Drawn by: LOCATED IN WALKWAYS, OPENINGS SHALL BE LIMITED TO A 1/2 IN ��P�e�U�Goo�ON 5��.�F�,:NG` JCR ANY POTENTIAL DIRECTION OF TRAVEL. 5. IF THE CLEAR FLOOR SPACE ONLY ALLOWS A FORWARD APPROACH �o�'o P��S�Q�'Q Qv�S _ ` 8. ALL WALKS WITH CONTINUOUS GRADIENTS SHALL HAVE LEVEL AREAS TO AN OBJECT, THE MAXIMUM HIGH FORWARD REACH ALLOWED .��caPy Project#: AT LEAST 60" x 60" AT INTERVALS OF AT LEAST 200' FOR PASSING. SHALL BE 48" AND THE LOW REACH IS 15" AFF. IF THIS FORWARD 201234 REACH IS OVER AN OBSTRUCTION, THE HORIZONTAL DIMENSION OF Fi1e name: � � THE OBSTRUCTION SHALL BE LESS THAN 25". THE MAXIMUM HIGH Trendzitions/Diamond Bar/1550 Valley Vista/VHA � 9• WALKS SHALL FiAVE A LEVEL AREA NOT LESS THAN 60" BY 60" ON FORWARD REACH ALLOWED IS 44" WHEN THE HORIZONTAL ' THE PULL SIDE OF A DOOR OR GATE AND NOT LESS THAN 48" WIDE DIMENSION OF THE OBSTRUCTION IS BETWEEN 20" AND 25". Sheet: BY 44" DEEP IN OPPOSITE DIRECTION OF THE SWING OF A DOOR OR GATE. SUCH AREAS SHALL PROVIDE A MINIMUM OF 24" LEVEL CLEAR SPACE SIDE AT THE STRIKE EDGE OF THE EXTERIOR DOOR OR GATE. N 2 r � � � � �-� _ �a�.. o - -- - ' � � � 6 - f EO EO -- _ - �-�t� ' e ' Z --- �— _ -- ` - - . EXR _" EX�T �exir r � � 32' MIN. a 60� MIN. -� � __ -- _ .� ' � STAIRS � l�J Q , M � � - _ _� -- � - � -;. �D�WN ' � e. c. � Z N Z � STAIRS�I � �P � ` ss' MIN. Z g 333 Ei Camino Real, Tustin, Califomia 92780 UP OOWN ' F- � �F � �II � � ; � �`�• U o O+ 714.832.3333 F+ 714.838.2Q65 � p� J �___ www.rengelarch.cam �� APPLY TO 1LLL D. E. �--}A!tv. A wus�o ,�32• E� � HtNGED DOOR � SED ►�►+• �'7 � �—TO� HlGH FOWARD REACH U�iiT I coRr�s�n� �P � I� �R � ss' MiN. Histo.ry record: � �AOE � �� �U �IINIAIUM CLEA�R WIDTH MINIMU�1 CLEAR WIDTH Date Description �� F. G. X DOOR AT ADJACEN7 WALL FOR SINGLE WHIEELCHAIR FOR 2 WHEELCHAIRS p�.14.13 ISSUE FOR PLAN CHECK �i NOTE: 1. EAiCH GRADE-LFYEI. ORERIOR E)ttT DOOR SFIALL 8E IDENiIF�D 8Y 3Y MIN. 36� MIN. A TIGTILE D(R WfiH THE 1YaRD, bctT'. � � PROVIDE 9UMPER IN 60' MIN. DIA. L o ? POCKEf TO PREVENT �—T Q1.14.13 ISSUE FOR BID } p00R FROM FULLY RECEDING 2. �w o� 000��,nT ,�os o�EcnY�o „ c�-,� SLIDING DOOR 01.24.13 BID ADDENDUM#1 EXTER�pR EXff 9Y MFJiNS OF A STNRWAY OR RAMP SHALL BE N IDENf�F1ED 8Y A TACi1LE EXfT SK±N WfTH TNE FOLLOMANC M+ORDS AS 01.28.13 BID ADDENDUM#2 � "�0PR1ATE x o � 02.21.13 PLC. CORRECTIONS & -�°`n �P ow• Z Y � Z M 03.07.13 lSSUE FOR CITY APPROVAL C. b(R 5TAIR UP' 48 MIN. D. 'EXR RAMP UP' NOTE: 32" MIN. � , � EXTER40R WORK FIRE � X SHALL BE LESS 7HAN OR E�UAL TO 25'. 2 SHALL HE GREATER THAN 03.13.13 APPROVAL 3. EACH EXff DOOR TFNT LEADS DIRECTLY T�D A 6W1DE-LEVSL . N EXTERIOR EXR BY ME1WS OF M1 EXff ENCLOS1�tE OR AN EXIi OR EQUAL TO X. WHEN X !S LESS TWW 20". THEN Y SHALL BE 48 FOLDING DOOR PASSAGEWAY SFWl 8E qENi1F1ED BY A T/rCfILE EXfT SKiN Mf(fH THE 1�4XIMUM. WHEN X IS 20� TO 25', THEN Y StiAtt. BE 44' MAXIMUM. � EXTERIOR WORK FOR wORoS. 'ExIT ROUTE'• MAXIMUM FOWARO REACH OVER AN OBSTRUCTION PER 20�o cec. 04.02.13 4 � ��� � � � �� � � ,�.ro FIGURE 118-5C FORWARD REACH ae- M,N. CLEAR DOOR WIDTH & DEPTH � T—SHAPE SPACE fOR p�NNING APPROVAL A CORRIDOR OR WILLWAY THAT IS REOU�2EDT0 W+VE A YISUAL D(R FOWARD REACH = 60 DIAAIETER SPACE 1g0' TURNS O4.25.13 EXTERIOR WORK FIRE SIGN. ShY1LL 8E IDENTIFlED BY A TACTkE EXR �GN WRH 1HE co � °r - � � �. � _ APPRO AL s. � o� 000� �oucH � ►�ao�rr�u. �xrr s�u� e� 32' Mi". GENERATOR ISSUE FOR 000a exrr � �� � �,�, TME �R�. -� a�-. W H E E LC H A I R T U R N I N G S PAC E 02.25.14 APPROVAL DOORS AT OPPOSITE WALLS No7�: e �� � � � �,�F CLEAR OPENINGS MUST BE 7. THE CHAWIC�ERS AND BACKGROUNO S►UILL HAVE A MATTE FlNISH BEIWVYEN THE DOOR IN RS 9a 90' OPENING PaStTION ANO �wo n� c�.oR s►w.� corr►w.sr wirn n+E co� ori wfacr+ R � �►�� VESTIBULE CONT. TNE FACE OF THE STO . e. n� co�rtracroR s►wl wuce� suewrr� � �wrHovv�i er n+E FRONT ACCESS o Revisions: � ���, ss" MiN. (SERVING OTHER THAN A REQUIRE� EXIT STAIRWAY) �pp PULL S1ZE 9. sicNs�aE a+sr� on n� w,u.��o.�caR To. n+E unw swE SINGLE DOOR No. Date DesCription OF THE DOOR (AT DOUBLE LEAF DOORS AND WHEN TF�RE IS NO WALL SPACE AT THE UTCH SIDE, SIGNS SW�LL BE PIACE� ON THE 32 MIN. NEAREST ADJACENT WAIl. PREFERABLY ON 7HE RIGFin. ' 10. CFIARACrER WIDiH- TO HE1CHi RAT10N BEYIrfEEN3:S AND 1:1 MRTH a�t'MIN. eo' uIN. NOTE: z CLEAR OPENINGS FOR TWO LEAF � � A 1:S AND 1:10 STROKE YADTH-NFJGFfT RAT�O. DOORS MUST BE BETWEEN r i 11, MOUNTING LOG►TION ALIOWS A PERSON TO APPRQACH WffHIN 3' oF EfTHER DOOR IN CfS 9� OPEN � � n�E src�cE wnHour �+cou�x�c PRvrRuaNc oe�ecrs oR 9a PosmoN nNo h+E EncE oF n�E ` STANDMlG wtiHMl 7HE Sw�NG oF A DooR. , OTHER DOOR. , � i TACTILE EGRESS SIGNAGE (TYP.) , , DOUBLE DOOR � Z � J � � 32' CLR. � . t � NOTE: � 24� MIN. � �IINI�IU�1 CORRIDOR WIDTH M�NIMUM WIDTH FOR !W ADULT SIZE WHEELCHNR o W ° CORRIDOR OVER 200' AVERAGES 27' IN WIDTH. THE z �o , � REQUIRED 32' CLEAR OPENING � ``� _ ALLOWS 2 J¢' ON EACH SIDE FOR ' ' W1NDS. � �cn ` � Da � _ � PUSH SIZE � 1 I . . 44'MIN. � � . - 44' NIN. � PASSAGE CLEARANCE LATCH APPROACH `� � REAR ACCESS � ,e- 4,N. DOOR WIDTH LEVEL MANEUVERING TrendZlt1011S , FOWARD OR REAR ACCESS � � CLEARANCE AT DOORS Pro�ect name: $ � PULL SIZE 66' MIN. - . 1 - 44'NIN. � � • 1550 VALLEY VISTA DRIVE � 24' MIN. CLEAR AT EXTERIOR �01� DIAMOND BAR, CA 91765 , PASSING ALCOVES FOR CORRIDORS OVER 200' �s' MIN. ��� AT INTERIOR IN UEU OF 60" I�IN. WIDTH. Doot�s r � SIDE s��E CORRIDORS ACCES ACCESS � •PROVIDE 1NIS SYM80L PROPORTIONS ADDRIONAL SPACE IF � � � � s12' DOOR IS EQUIPPED MIN. WITH BOTH A LATCH � � Z � A CLOSER — � - _- M PUSH SIZE - _ � FRONT APPROACH � � DISPLAY CONDITIONS E FOWARD OR REAR ACCESS � INTERNATI�NAL ACCESSIBILITY SYMBOL � PULL SIZE ' 30� MIN. 42� MIN. L 36' MfN. I 48� OR GREATER. L 36' MIN. L � -T F � i �� 0 �o z 90' TURN �,�. 36' MIN. � , � � I , ♦� ACCESSIBLE PATH OF TRAVEL �� � � - o v��i � � / �<� Z SYMBOL PROPORTIONS —_ � 0 Z � Zm` � , � �� � � 2 . ir • � � 1� °° � o � g M PUSH SIZE i ASSISTIVE 1 °' � � USTENING i z SYSTEM � � 30' MIN. 54" MIN. I , z Y7.p'T�w�cg. vERnc�,�' w►x AVAILABLE � "�' BEVELED.E7M►EEN , T� X�• a 42� MIN. 42' M�N. HINGE APPROACH j�H AND�A�S�TM � ; DISPLAY CONDITIONS . LESS THAN 48" INTERNATfONAL SYMBOL OF ACCESS �' �" MIN. 19' MIN. r OR' HEARING IMPAIRED j WIDTH OF ACCESSIBLE ROUTE MINIMUM CLEARANCE FOR SEATING & TABLE � � � : � z � ; � �ooR io' so" Stamp: 10" 30' MN(. CLEAR FLOOR SPACE HIGH � LOW SIDE pRESSURE Fl20M � , o �, PARALLEL APPROACH REACH LIMITS ���p00R OPENER Y�r�AP�y, a cn � � """"'��TF � � � � `�� �,p J./�F�, n � 24� 30� f �T� C'�si � z 48' BLOCK SMIALL WHEELS : � � 30" BUMP AT RAISED THRESHOID v ��� ' 1 ��� f'K � , MIN. � MIN. � �,��tEiS.��C��Q" I � CLEAR FLOOR SPACE IN ALCOVES � SMOOTHED POUSHED FLOOR �GF CA��' � PREVENTS TRACTION ON � � MIOVING WHEELS � M PR08LEM: THE CONDRION SHOWN ABOVE OF1'EN MAKES ROOMS ' , � � � x OVER OBSTRUCT ONH INACCESSABLE TO WHEELCFWRS �. � Sheet 6tle: N SIDE REACH x � n INADEOUAI'ELY ANCHORED AC C E S S I B I L I� 48' MIN. DOOR MATS INTERFERE WfTH WHEELCHNR TRAFFlC I, , OVERHEAD OBSTRUCTION 30� 6� 48. ,2. DETAILS MIN. MIN. 1 NOTE: IF X > 24 INCHES, THEN AN NOTE: IF X > 15 INCHES, 1HEN /W , ADDI110NAL M/WEUVERING CLEARANCE OF ADDITIONAL MANEWERING CLEARMICE OF C��; p(q�llGpOpFtyFiM� FlRM, FIUSH MOUNTED MATS 6 INCHES SFIALL 8E PROVIDED AS SHOWN. 12 INCHES SW1LL BE PROVIOm AS SHOWN. .�,'���P�q g q►�D DETAILS ARE /1RE PREFERABLE � ADDITIONAL MANUEVERING A. �Rov�� ' CLEARANCE FOR ALCOVES N � m =" Y�— Copyright2012.Allrightsreserved. Nopartofthis � L 0 B B Y L 0 B B Y ^ � � � � ��. niis ou►cwu� iuusrw��s niE sPEci�c i� ' � REQUIREMENTS OF THESE REGULATIONS AND IS work product shall be reproduced in any form or by 4' ,�,n 48. F, � �v �J' INTENDED ONIY AS IW AID FOR BUILDING DESIGN Y '9 P ' an means ra hic, electronic or mechanical, I MAX. �waurrt DOORS IN SERIES THESE PLANS SHALL NOT B�D CONSTRUCT10N including photocopying,without permission in writing � THE APPROVAL L p OBSTRUCTIONS AT DOOR UNDINGS from RENGEL+CO. CONSTRUED TO 6 .4• E����'G�ANY VIOLATION F ' w OF A�iY C^vDE` �Oa���iANi,E Or THIS CITY. � w �N 48' MIN. THESE PLA �SHALL 8=�N T����B o Date: = i ? Fpc?e�t 4 �UEST�:�'NS°E�T�pNS y 02.25.14 ' _� � No � I ` � 3 � W m o I � 2 Q Drawn by: I� _� ;� �� JCR 30 . n � , � � Project#: � , t � � 201234 ' i COMPRESSED CARPET � ►an�c. B�OW MRESHo�o File name: t i CLEAR FLOOR SPACE � N � N � FlRST FLOOR Trendzitions/Diamond BaN1550 Valley VistaNHA � S � i 7HRESHOLD Sheet: k ; PROTRUDING OBJECTS BOTH nooRs oPEN ouT MINIMUM CLEAR FLOOR � n�RESHo�n ; SPACE FOR WHEELCHAIRS . VESTIBULE (SERVING OTHER THAN A REQUIRED EXR STAIRWAY) ! I � � � � � �.. - : t � � � � O " � _ ! � � , � � . • � DIV�SION 8: OPENING DIVISION 10: SPECIALTIES 5 - . � ��� F IVISION 1 . GENERAL CONDITION DIVISION 2. CONTINUED DIVISION 5. CONTINUED - _ D NOT USED �� � - ' �#.� �.. ' - �E _ : ^,�„��:�2�-� -�.. j DOORS AND HARDWARE ����,�, �`�� � . _ �h� �"� - 1 DRAWINGSANDSPECIFICATIONS WORKMANSHIP S_�PE: D�V��I�N � � ; EQUIPMENT Y � 333 EI Camino Real, Tustin, Califomia 92780 . + 4. 8.2065 � � - CHECKING: THE CONTRACTOR SHALL CNECK ALL DRAWINGS APdD COMPLETE DEMOLITION IN AN ORDERLY AN� CAREFUL A4ANNER. REMOVE WORK iNC�UDED. SUPPLY ALL tABOR, MATERIALS, EDU{PMENT AND NOT USED A�1D UNDERTAKE DEMOLIT{ON IN A DEUB�"fZATE AND SYSTEMATIC MANNER, FURNISH AND INSTALL A�L MlSC. FURRING AND FRAMIt�G TO ALLOW FOR SERVICES t�tQUIRED FOR THE COMPLETE FABRICATION, FURNISHING AIVD O+ 714.832.3333 F 71 t SPECIFICATIONS FURN4SHED H!M IMMEDIATE�Y UPON THEIR RECEIPT AND � s www.rengelarch.com ( PROMPTLY NOTIFY THE ARCHITECT OF ANY DISCREFANCIES. FIGUR�S TAKING NOTE OF ALL MATERIALS AND SYSl�EM� ENCOUNTERED. ENSURE PROPER DRYWALL �UPPORT� INSTALLATION OF FRAMES, DOORS, AND HARDWARE. � - " MARKED ON DRAWINGS SHALL IN GENERAL BE FOLLOWED. !N PREFFRENCE TNAT NO EXISTING CONSTRUCTION NECESSA�Y TO ACCOMMODATE NEW D� V ��I 0 N � 2: F U RN I S H I N G CCNSTRUCTI4N, OR AS REQU{RED BY GRAWINGS. PERFORM WITH PROVIDE WALL BRACiNG AS REQUIRE�7 BY CODE. RELATED WORK INCLUDES FINISH HARDWARE, FLASHINGS, AND SHEET History record: TO SCALE MEASUREMENTS. LARGE SCALE DRAWINGS SHALL IN GENERAL RI NCED SYSTEMS AND AT TIMES PERMITTED BY THE OWNER. LEGALLY ; GOVERN SMALL SCALE DRAWINGS. DOOR, FINISH HARDWARE, ETC. EXPE E METAL. COMPLY WITH ALL CODES AND STANDARDS INCLUDING Date Description i SCHEDULES SHALL GOVEftN OVER DRAWINGS. THE CONTRACTOR SHALL DISPOSE OF ALL DEBRIS OFF SITE AND DO NOT ALLOW ACCUMULATIONS. pROVIDE METAL FRAMING AT SOFFITS, COLUMN FURRING, ETC.. WHERE UNDERWRITER'S LABORATORY AND NATIONAL FIRE PROTECTION ASSOCfATfON REMOVE, PROTECT, AND STORE DESIGNATED ITEMS FOR SALVAGE AND NOT USED 01.14.13 ISSUE F�R PLAN H i COMPARE ALL DRAWINGS AND VERIFY THE F{GURES BEFORE LAY{NG OUT REWORK. FULLY COORDINATE WORK WI7H OWIVER OTHER TRADES TO �NDICATED ON THE DRAWINGS. FOR ALL APPLiCABLE FIRE RATED DOOR DESIGNATIONS. D1VISION 13: SPECfAL CONSTRUCTION 01.14.13 ISSUE FORBID � THE WORK AND WILL BE RESPONSIBLE FOR ANY ERRORS WH1CH MIGHT AS�URE COMPI.ETION WITH LEAST POSSIBLE DELAY AND INTERFERENCE. 01.24.13 BID ADDENDUM#1 HAVE BEEN AVOIDTHEREBY. WHEN MEASUREMENTS ARE AFFECTED BY PROVIDE F4RE STOPS AS REQu��Ea �Y coDE. PRODUCT AND EXECUTION EXISTING CONDITIONS THE CONTRACTOR SHALL VERIFY ALL FIELD NOT USED 01.28.13 BID ADDENDUM#2 CONDITIONS AFFECTING NEW WORK. FURR ALL FREE STANDINGS �OLUMNS WITHIN DEVELOPED OFFICE AREA. 02.21.13 PLC. CORRECTIONS REMOVE ABANDONED ELECTRICAL AND TELEPHONE CONDUIT THAT DIVISfON 14: C�NVEYING EQUIPMENT 1NTERFERES WITH APPLICATION OF NEW MATERIALS OR RESTRICTS WORKING ALL INTERIOR DOOR FRAMES SHALL BE "ALPHA ARCHITECTURAL" 03.07.13 ISSUE FOR CiTY APPRC3VAL CONDITIONS AND AFFECTING THE WORK SPACE NECESSARY TO COMPLETE THE WORK SHOWN ON THE DRAWINGS. STRUCTURAL STEEL AND MISCELlANEOUS METAL CLEAR ALUMINUM WITH BLACK VINYL SEALS, COMMERCIAL GRADE, RA7ED PRESERVE AND PROTECT ALL TELEPHONE BACKSOARDS. WHERE REQU{RED (MIN. 18 GAUGE) UNLESS NOTED OTHEftWISE. NOT USED EXTERIDR WORK FfRE � 03.13.13 APPROVAL E THE CONTRACTOR SHALL BE RESPONSIBLE FOR HAVING TAKEN STEPS C��PE EXTERIOR WORK FOR ° REASONABLY NECESSARY TO ASCERTAIN THE NATURE AND I.00AT{ON OF REMOVE ASANDONED MECHANICAL EQUIPMENT DUCTWORK PIPING AND DOOR FRAMES SNALL BE PROVIDED WITH FACTORY SILENCER; {3 PER DIVISION 21 � FIRE SUPPRESS14N 04.02.13 PLANNINGAPPROVAL THE WORK, AND THE GENERAL AND LOCAL CONDITIONS WHICH CAN RELATED MATERlALS THAT INTERFERES WiTN THE APPLICAT{ON OF NEW STEEL REINFORCING PLATES, W�LDING, S7EEL PIPE COLUMNS AND STEEL DOOR). � 04.25.13 EXTERIOR WORK FIRE AFFECT THE WORK OR THE COST THERE OF. ANY FAILJRE BY THE MATERIALS OR RESTRICTS WORKING SPACE NECESSARY TO COMPLETE THE STUDS. REFER TO STRUCTURAL PLANS. APPROVAL . CONTRACTOR TO DO SO WILL NOR RELIEVE HIM FROM RESPONSiBILITY FOR WORK SHOWN oN THE DRp,W�tvGs. MATERIALS AND QUALITY INTERIOR WOOD DOORS SHALL BE 3�-0" X 8'-0" X 1 3%4" SOLlQ CORE NOT USED GENERATOR ISSUE FOR � SUCCESSFULLY PERFORMING THE WORK WITHOUT ADDITIONAL EXPENSE 02.25.14 ` pl AIN SLICED QUARTER-SAYVN OAK DARK GREY STAIN OPAQUE fIN1SH: APPROVAL ' TO THE TENANT. EXPOSED REINFORCING WHICH IS TO BE INCORPORATED INTO NEW WORK SHALL BE CLEANED AND LEFT INTACT; OTHERWISE REINFORCING OR ALL STEEL PLATES AND SHAPES SHALL BE STRUCTURAL GRADE STEEL I�QL, W/ FACTORY APPLIED SANDING SEALER AND CLEAR STAIN FI IS , ANCHORS NOT REQUIRED TO REMAIN SHALL SE NEATLY CUT BACK AND AND SHALL MEET THE REQUIREMENTS OF THE STANDARD SPECIFICATIONS RATED WHERE REQUIRED, UNLESS NOTED OTHERWISE. REMOVED. OF STEEL FOR PORRIDGES AND BUILDINGS, ASTM A-36. G.C. TO PROVIDE STAIN SAMPLE PRIOR TO FASRICATION. D IV I S I O N 2Z: P LU M B I N G Revisions: DEVIATIONS: DEVIATIONS FROM THE DRAWINGS AND THE DIMENSIONS THERE UNDERCUT ALl DOORS AS REQUIRED FOR PROPER FLOOR COVERINGS. IN GIVEN, WHETHER OR NOT ERROR IS BELIEVED TO EXIST, SHALL BE ALL WELDING SHALL BE COMPLETED BY CERTIFIED WELDERS APPROVED BY SEE ALSO MECHANICAL DRAWiNGS. NOT USED R WRITTEN AUTHORITY IS OBTAINED FROM THE • THE BUiLDING DEPARTMENT. No. Date Description , MADE ONLY AFTE DIVISION 3. CONCRETE F ARCHITECT/OWNER. CONTINUOUS INSPECT{ON IS REQU{RED FOR STRUCTURAL WELDING UNLESS ALL HARDWARE SHALL COMPLY WITH (TITLE 24) VERIFY COLOR GENERAL PERFORMED IN AN APPROVED FABRICATION SHOP. REQUIREMENTS WITH ARCHITECT. DIV�SI�N Z�: MECHANICAL � � COORDINATION SPECIAL INSPECTIONS SHALL BE PROVIDED BY OWNER. FURNISH ALL BATHROOM SIGNAGE (TITLE 24) VERIFY COLOR NOT USED � COORDINATE ALL TRADES TO INSURE A SMOOTH AND ORDERLY MATERIALS REQUIREMENTS WITH ARCHITECT. ; PROGRESSION OF WORK. STRUCTURAL STEEL PIPE COLUMNS SHALL CONFORM TO ASTM A-53. - - TY E I1. USE ONLY ONE BRAND OF CEMENT _ SPRAY ALL CLOSURES TO MATCH HARDWARE FINISH. t CONFORM TO ASTM C 150 P BOLTS, ASTM A 30�. DIVISION 26: ELECTRICAL � PROGRESS MEETINGS THROUGHOUT. HARDWARE SCHEDULE SHALL BE AS NOTED ON SHEET ,A810 • SEE ALSO THE ARCHITECT/OWNER MAY/WILL REQUIRE JOB PROGRESS MEETINGS FULL STRENGTH IN 28 DAY COMPRESSIVE STRENGTH OF 2,500 P.S.I. FLOOR PLANS, NO SUBSTITUTE IS ALLOWED UNLESS APPROVED IN WRITING DURING THE PROCESS OF CONSTRUCTION. THE CONTRACTOR AND ANY/OR MINIMUM. BY OWNER'S REPRESENTATIVE ON F�►vA� P�Atvs. �6000-BASIC ELECTRICAL REQUIREMENTS ALL OF HIS SUBCONTRACTORS SHALL ATTEND THESE MEETINGS AS SLUMP TO BE 4 1/2" MAXIMUM FOR FOOTINGS AND 3" FOR SLABS ON DIVISION 6: WOODS AND PLASTICS ALL COLD ROLLED STEEL FRAMES SHALI BE OF WELDED JOINT TYPE, 16 SCOPE � DIRECTED BY THE ARCHITECT/OWNER. GRADE. GAUGE. TYP. U.N.O. REFER TO ELECTRICAL PLANS AND SPECIFICATIONS BY CONSULTING NOT USED HOLLOW METAL DOOR SHALL BE 1-3/4" THICK HOLLOW METAL, 18 ENGINEERS, FOR TECHNICAL INFORMATION. ! WATER IS TO BE CLEAN AND FREE FROM DELETERIOUS MATERIALS. GAUGE, TYP. U.N.O. PAINTED, G.C. SHALL PROVIDE FINISH SAMPLE TO � ' T EEN SECTIONS OF ARCHITECT FOR APPROVAL PRIOR TO ORDERING.. PROVIDE COMP�ETE AND OPERATING EXTERIOR AND INTERIOR LIGHTING '''` � � CONFLICTING INFORMATION: IN CASE OF CONFLIC BETW ` BID AGGREGATED TO CONFORM TO ASTM C-33, CLEAN BRANO, DURABLE 3/4" AND POWER SYSTEMS. OF EQUIPMENT, CONTROLS, LIGHTING, OUTLETS, � � S AND OR THE DRAWINGS THE CONTRACTOR SHALL ' E N WIN O SWITCHES, TRANSFORMERS METERS, SITE LIGHTING, AND DRIVE-THRU � ' ' THE SPECIFICATION � , D IV I S I O N 7. TH E RMAL AN D M O I STU R ALUMINUM DOORS A D o ws n dzltlons � j THE MOST EXPENSIVE ALTERNATE. MAXIMUM AGGREGATED SIZE. 1LLUMINATED SIGNS. OWNER SHALL REVIEW AND APPROVE ALL POWER, C� ; SCOPE• PHONE AND LIGHTING LOCATIONS PRIOR TO INSTALLA,TIONS. � BARS DE�ORMED BILLED STEEL BARS CONFORMING TO ASTM A-615-40, Project name: i PROTECTION FOR #5 AND SMALLER, AND ASTM A-615-60 FOR #6 AND LARGER. INSULATION FURNISH ALL LABOR, MATERIALS, EQUIPMENT. ACCESSORIES AND SERVICE REQUIRED FOR THE COMPLETE 1NSTALLATION OF ALUMINUM ENTRY DOORS I� THE CONTRACTOR SHALL TAKE PROPER SAFETY AND HEALTH PRECAUTIONS REINFORCEMENT SHALL BE AS LONG AS POSSIBI.E, AND FREE FROM SCOPE: AND ALUMINUM. _ __ _ TO PROTECT THE WORK, THE PUBLIC, AND THE PROPERTY OF OTHERS. HE RUST, SCALE OR COATINGS. SPLICES SHALL BE LAP AS REQUIRED BY INCLUDE AS PART OF THIS WORK BUT NOT NECESSARILY LIMITED T0: _ - SHALL ALSO BE RESPOtVSIBLE FOR ALL MATERIALS DELIVERED AIVD WORK CODE. EXTENT OF INSULATION WORK IS SHOWN ON DRAWINGS BY GENERIC NAME � PERFORMED UNTIL COMPLETION AND ACCEPTANCE OF THE ENTIRE OR BY ABBREVIATIONS. APPLICATIONS OF INSULATION SPECIFIED INCLUDE 1. ALUMINUM FIXED. CONSTRUCTION WORK. SLAB REINFORCEMENT 6" x 6"-10/10. LAP MINIMUM ONE MESH WIDTH THE FOLLOWING: 2. ALUMINUM DOOR. ' „ w � AT 24~ o.c. 3. GIASS AND GLAZING. 1550 VALLEY VISTA DRIVE � AND TIE ALONG SPLICES AT 12 O.C. PROVIDE #4 DO E S AT OFFICES TRENCHES. GROUT SHALL 8E NON-SHRINKfNG AND HAVE A 1. BATT TYPE R-19 UNBACKED FOR CEILING, SOFFIT DIAMOND BAR, CA 91765 SHOP DRAWINGS MINIMUM COMPRESSED STRENGTH OF 2,500 P.S.I. IN SEVEN DAYS. AND UNDER SIDE OF ROOF INSULATION CODES AND STANDARDS FURNISH THREE (3) SETS OF SHOP DRAWINGS TO THE ARCHITECT FOR 2. BATT TYPE INSU1JaTI0N R-13, UNBACKED, FOR THE SYSTEMS PROPOSED FOR USE SHALL MEET THE AMERICAN NATIONAL REVIEW PRIOR TO ORDERING ALL MATERIALS AND EQUIPMENT. SCOPE: SOUND INSUlATION AT INTERIOR WALLS. STANDARD ANSI/AAMA 302.9. 1998 BY AMERICAN ALUMINUM . i 3. BATT TYPE IN 2 1/2 FURRED WALLS. MANUFACTURERS AS 50CIATION AND ALL APPLICABLE BUILDING CODES. � PRE-BID AND PRE-CONSTRUCTION CONFERENCE SLAB, WALKWAYS, REINFORCING STEEL, SHOP DRAWINGS AND AS THE SYSTEM PROPOSED SHALL ALSO MEET THE PERFORMANCE STANDARDS � OTHERWISE INDICATED AND REQUIRED IN DRAWINGS AND SPECIFICATIONS. pRODUCTS: OF ASTM E330. � THE CONTRACTOR SHALL ATTEND THESE CONFERENCES AS ARRANGED BY . ! THE ARCHITECT/OWNER. MATERIALS SHALL BE MINERAL/GLASS FIBER BLANKET/BATT INSULATION TO MATERIALS GRADES AND FINISHES FINISHES BE INORGANIC FIBERS FORMED INTO FLEXIBLE RESILIENT BtANKETS OR � , BATTS; DENSITY AS INDICATED, BUT 1.0 POUND MINIMUM; K-VALUE OF THE PROPOSED SYSTEM SHALL MATCH THE EXISTING WINDOW AND DOOR � PUBLIC UTI�ITIES , .27; MANUFACTURER'S STANDARD LENGTHS AND WIDTHS AS REQUIRED TO SYSTEM UNLESS NOTED OTHERWISE. � ' SEND PROPER NOTICES, MAKE ALL NECESSARY ARRANGEMENTS, EXTERIOR CONCRETE PAVING, BROOM FINISH. (MIX TO EQUAL CITY S COORDINATE WITH SPACES TO BE 1NSULATED. AND PERFORM ALL OTHER SERVICES REQUIRED IN THE CARE AND SPECIFICATIONS). FABRICATION AND INSTALLATION � MAINTENANCE OF ALL PUBLIC UTIUTIES. ASSUME ALL RESPONSIBILITY r I CONCERNING SUCH WORK FOR WHICH THE OWNER MAY BE LIABLE. INTERIOR SLABS- STEEL TROWLED. ALL INSULATION SHALL BE FLAME RETARDANT TO MEET CODES AND FIRE t FABRICATION SHALL BE CONCERNED WITH BUT NOT LIMITED T0: t DEPARTMENT REQUIREMENTS. CONCEALING FASTENERS WHEREI/ER POSSIBLE, PROVIDING ADEQUATE � ' SLABS ON GRADE MEANS FOR EXPELLING COLLECTED MOISTURE, MAKING ADEQUATE ' PRODUCT ORDERING ; , ROOFING AND ACCESSORY INSTALLATIONS PROVISION FOR EXPANSION BETWEEN COMPONENT PARTS AS WELL AS M SLABS ON GRADE SHALL NOT BE LESS THAN 4'THICK UNLESS NOTED INDIVIDUAL PARTS AND REMOVING EXPOSED SURPLUS METAL FROM JOlN7S ' FAILURE TO PLACE ORDERS FOR SPECIFIED E�UIPMENT OR MATERIAL pTHERWISE. AND PRESS SMOOTH. � SUFFICIENTLY IN ADVANCE OF HIS SCHEDULED DATE OF INSTALLATION WILL SCOPE: NOT BE CONSIDERED AS A VALID REASON UPON WHICH THE CONTRACTOR MAY BASE HIS REQUEST FOR ANY SUBSTITUTIONS OR FOR ANY DEVIATIONS PROTECTION AND CURING FURNISH INCLUDING CANT STRIPS AND INCORPORATING OTHER TRADES, PROTECT DISSIMILAR METALS FROM CONTACT WITH EACH OTHER OR WITH FROM THE DRAWING AND SPECIFICATIONS. FLASHING, SLEEVES AND JACKS. OTHER MATERIALS WHICH CAUSE CORROSIVE ACTION. I, COVER AND PROTECT SLAB WITH "SISAL KRAFT" PAPER WEIGHTED DOWN AND SEALED AND MOIST CURE UNTIL FULL DESIGN STRENGTH IS REACHED, ROOFING SHALL MEET UNDERWRITERS LABORATORIES, CLASS 'B' ALL FITTINGS AND FIASHINGS ARE TO BE SQUARE, PLUMB AND TRUE, PROJECT RECORD DOCUMENTS AND FOR AT LEAST 10 DAYS AFTER CONCRETE IS PLACED, lNCLUDING STANDARDS AS A FIRE RETARDANT ROOF{NG ASSEMBLY. SECURELY AIVCHORED AND WATERTIGHT. WEEKENDS AND HOLIDAYS. MOIST CURE WITH FOG MIST. UNLESS NOTED � THE CONTRACTOR SHALL MAINTAIN IN THE JOB SITE A COMPLETE OTHERWISE. WEIGHT OF ROOFING ASSEMBLY SHALL NOT EXCEED 250 POUNDS PER COORDINATE OPENING FRAME DEfAILS WITH DETAILS OF ADJACENT WORK , 100 SQ. FT. TO ASSURE PROPER ATTACHMENTS, SEALED JOINTS, TIGHT FLASHING, ETC. � ' "AS-BUILT" RECORD SET OF BLUE LINE PRINTS. THIS SET SHALL BE ALLOW FOR ADJUSTMENT OF ATTACHMENTS OF FRAMES TO BUILDING WALL. • CORRECTED DAILY WITH RED PENCIL TO SHOW EVERY CHANGE FROM THE FLOOR PREPARATION ' ORIGINAL CONTRACT DOCUMENTS AND SHALL BE MARKED TO SHOW THE EXISTING ROOF TO REMAIN AS INTACT AS POSSIBLE. ALL NEW PATCHING AND RE-ROOFING REQUIRED TO PROVIDE A WATERTIGHT SYSTEM SHALL BE � ; PRECISE HORIZONTAL AND VERTICAL LOCATION OF CONCEALED WORK. THIS A. EACH INDIVIDUAL SUBFLOOR SHALL BE INSPECTED TO DETERMINE IF � ' SHALL NOT BE CONSTRUED AS AUTHORIZATION FOR THE CONTRACTOR TO APPLIED PER THE CURRENT MANUFACTURER'S SPECIFICATIONS AND BE ANY SPECIAL REQUIREMENTS ARE NEEDED TO MAKE IT A SUITABLE � MAKE CHANGES IN THE LAYOUT WORK WITHOU7 DEFINITE INSTRUCTIONS IN SUBSTRATE FOR THE FINISH FLOORING. NEW CONCRETE MUST BE CLEAN, COMPATIBLE WITH THE EXISTING ROOFING ASSEMSLY. ROOFING D IVI S I O N 9: F I N I S H ES EACH CASE. DRY AND CURED. IT MUST BE FREE OF CURING OR SEALING AGENTS THAT CONTRACTOR SHALL ISSUE A TWO YEAR WATERTIGHT GUARANTEE AND � MIGHT INTERFERE WITH THE ADHESIVE. THE GENERAL CONTRACTOR MUST ADVISE GENERAL CONTRACTOR OF PROPER PROTECTION OF ROOF SUBMIT A REPORT ON MOISTURE CONTENT IN THE SLAB. FOR EVER MEMBRANE. INSULATION � 500-600 SQUARE FEET OF FLOOR VERIFY THE PRESENCE OF MOISTURE SCOPE: ' D IV I S I O N 2: S ITE WO RK VISUALLY BY MEANS OF RUBBER MET TEST IN ACCORDANCE WITH ASTM D � 4263. IF PRESENT, DETERMItVE AMOUNT OF MOISTURE IN CONCRETE SLAB FURNISH ALL LABOR, MATERIALS, AND EQUIPMENT FOR FINISHES AS BY USE OF ANHYDROUS CALCIUM CHIORIDE. A POWDERY SURFACE MAY INDICATED ON THE DRAWINGS AND/OR AS HEREIN SPECIFIED. GENERAL REQUIRE THE USE OF A SEALER COMPATIBLE WITH THE ADHESIVE SEAL = UNDER VCT OR SHEEf VINYL AREAS WITH EPDXY SF�4LER. TO PROVIDE A THIS SECTION INCLUDES FURNISHING AND 1NSTALLATION OF ALL DRYWAIL ' J SUITABLE SURFACE FOR GLUE-DOWN CARPET. AT WALLS, CEILINGS, SOFFITS, FACIAS AND FURRING AS INDICATED ON ! PROTECTION AND SAFETY THE DRAWINGS. � ORGANIZE AND PROSECUTE WORK AS REQUIRED TO ASSURE PROTECTION E OF IND{VIDUALS AND EXISTING IMPROVEMENTS AFFECTED BY DEMOLITION WORK INCLUDED BUT NOT LIMITED TO THIS SECTION: f t ' AND REMOVA� OPERATIONS. PROVIDED WARNING SIGNS, LIGHTS, g. IN THE EVENT OF MOISTURE READINGS IN EXCESS OF 7LBS. PER � BARRICADES AND ALL OTHER PROTECTIVE DEVICES REQUIRED TO ASSURE �,000 IN A CALCIUM CHLORIDE TEST, CONTACT ARCHITECTS. FOR 1. CARPENTRY , SAFE PRACTICES. THE WORK SHALL PROCEED IN SUCH A MANNER TO IMPLEMENTATION OF WATERPROOFING INSTALLATION. 2. ELECTRICAL ` ; MINIMIZE THE SPREAD OF DUST AND FLYING DEBRIS. - 3. HEATING, VENTILATING AND AIR CONDITIONING. � PREVENT MOVEMENT OR SETTLEMENT OF STRUCTURE S . PROVIDE AND C. PATCHING OF CRACKS AND DEPRESSIONS SHOULD SE WITH A IATEX 4. PAINTING Stamp: � � PATCHING COMPOUND CONSISTING OF PORTLAND CEMENT, FINE SILICA ' PLACE BRACING OR SHORING AND BE RESPONSIBLE FOR SAFET`f AND SAND AND LIQUID LATEX. EXTRA CARE SHOULD BE TAKEN IN FILLING PRODUCT AND WORKMANSHIP SUPPORT OF STRUCTURE(S). ASSUME LIABILITY FOR INJURY. CRACKS IN MEZZANINE DECKS, PATCHING COMPOUND MUST FILL THE VOID - COMPLETELY, MAKING SURE MATERIAL EXTENDS TO FULL DEPTH OF THE , - CRACK. GYPSUM WALL BOARD SHALL BE MOISTURE RESISTANT GYPSUM BOARD AT ����A���� CEASE OPERATIONS AND NOTIFY ARCHITECT IMMEDIATELY IF SAFE OF FULL HEIGHT BEHIND SERV10E SINK, AROUND MOP BASIN. `%�� ��� J�A��� ' STRUCTURE APPEARS ENDANGERED. DO NOT RESUME OPERATIONS UNTIL . ci m�. •. � SAFETY IS RESTORED AND ASSURED. CONTRACTOR SHALL BE SOLELY D. EXISTING CONCRETE MUST BE CLEAN, DRY AND FREE OF PAWT ,DIRT, PROVIDE ESCUSIONS FOR ALL PIPE PENETRATING WALLS. I RESPONSIBLE FOR MAINTAINING STRUCTURAL INTEGRITY OF ALL WORK. ADHESIVE AND OILS. CRACKS AND HOLES OR DEPRESSIONS SHOULD BE ���� j� �9 r�* � LEVELED AND HIGH AREAS SHOULD BE GRINDED. ALL DRYWALL SHALL BE FASTENED WITH SCREWS. f � ��FiE�v. ,!\ ' WORK WHICH IS TO REMAIN WHICH AHS BEEN DAMAGED BY ANY CAUSE � q � '�cF��,����e� SHALL BE REPAIRED, PATCHED, OR REPLACED TO MATCH CONTIGUOUS PROVIDE M1LL-COR TRIM AT ALL EXPOSED CORNERS, TOPS AND BOTTOMS j WORK, TO SATISFACTION OF OWNER AT NO ADDITIONAL COST TO OWNER. OF WALLS (WHERE EXPOSED TO VIEW) AND WHERE PARTITIONS TERMINATE D�VI S I O N 5: M ETALS AT CONCRETE WALLS AND WINDOWS. APPLY THREE COATS OF COMPOUND AND SAND SMOOTH. I ALLOW FOR REMOVAL OF EXISTING AND PLACING OF NEW WORK, AND Sheet title: I CAUSE LF�4ST INTERFERENCE WITH OWNER'S OCCUPANCY REQUIREMENTS. LIGHT GAUGE METAL FRAMING PRov��E DRYwA�� "DRAFT STOPS", WITH HAT CHANNEL REINFORCING AT ' 24" O.C., AS SHOWN ON REFLECTED CEILING DRAWINGS. I RUBBISH, DEBRIS, MATERIALS, AND EQUIPMENT NOT TO BE SALVAGED �PE' ALL WET OPERATIONS SHALL HAVE BEEN COMPLETED AND BE DRY ' RESULTING FROM DEMOLITION SHALL BECOME THE PROPERTY OF THE �, FOft NONSEARING STEEL STUDS SEE DIVISION 9. BEFORE INSTALLATION OF GYPSUM BOARD. S P E C I F I CAT I O N S CONTRACTOR AND SHALL BE DISPOSED OF OFF THE SITE TO APPROVED ; ESTABLISHED DUMP SITES AND SHALL NOT BE ALLOWED TO ACCUMULATE. DELIVERY I DISPOSAL OF REFUSE DEBRIS AND ACCIDENTAL LOSS OR DAMAGE � ' [ ATTENDANT THERE TO SHALL BE THE CONTRACTOR'S RESPONSIBILITY AND ' SHALL IN NO WAY INVOLVE THE OWNER. PR07ECT METAL FRAMING UNITS FROM RUSTING AND DAMAGE. DELIVER TO I � PROTECT SITE IN MANUFACTURER'S UNOPENED CONTAINERS OR -BUND�ES, C�OF d�'��p^�O �Ar� � FULLY IDENTIFIED WITH NAME, BRAND, TYPE AND GRADE. STORE OFF Tf"�ES�PLANS AND D�7qlLS ARE i WHERE SUBSURFACE PIPELINES, CONDUITS, ETC., THAT ARE IN SERVICE GROUND IN A DRY VENTIL4TED SPACE OR PROTECT WITH SUITABLE WATER ,qppRp'JF� Copyright 2012.All rights reserved. No part of this � ' ARE KNOWN TO EXIST IN THE PATH OF CONSTRUCTION, THEIR PRESENCE PROOF COVERINGS. BY work product shatl be reproduced in any form or by • WILL BE INDICATED ON THE DRAWINGS OR ON REFERENCE MATERIALS any means-graphic,electronic or mechanical, � AVAILABLE TO THE CONTRACTOR. ANY LINE TO BE MOVED SHALL BE pRODU T including photocopying,without permission in writing F UNCOVERED AND MOVED, OR OFF AND REROUTED IN COOPERATION WITH -�- F`� 2' Z�� � firom RENGEL+CO. � OTHER TRADES SO AS TO MAINTAIN CONTINUITY OF SERVICES, AS ' � DIRECTED BY OWNER, WITHOUT ADDITIONAL EXPENSE TO OWNER. SYSTEM COMPONENTS: PROVIDE TOP AND BOTTOM RUNNERS BLOCKING, TM E A P P R O V AL OF THES�P�;�S S4ALL NOT BE Date: � CONSTRUED TO 8E A p���;r r��qNY V101�TIGN 02.25.14 � UNTELS, CUPS ANGELS, SHOES, REINFORCEMENTS FASTENERS, AND OP�1P[1'COCE OR;,��'��q+��E�p rN��C��v SPRINKLE MATERIAL WHILE BEING HANDLED AND LOADED INTO TRUCKS TO ACCESSORIES AS RECOMMENDED BY MANUFACTURER. - THESE PLANg gN„L�;�py i}�E J^v$ FOR ALC REO;)EgrEi=:NSFFCripNS Drawn by: � SETTLE THE DUST, TO RELIEVE THE ANNOYANCE TO THE BALANCE OF THE � MATERIALS: SEE PARTITION SCHEDULE ON SHEET 'A1.0'. JCR PREMISES AND TO THE ADJOINING AREA. Project#: I � i � 201234 , �, ��� EXECUTION Fi�e name: � � - PRIOR TO ALL SITE CLEARING WORK, SHUT OFF OF MECHANICAL AND PROVIDE FURRING AROUND EXPOSED PIPES AND DUCTS IN AREAS WITH Trendzitions/Diamond Barl1550 Valley VistaNHA i ELECTRICAL UTILITIES SHALL BE COORDINATED WITH THE UTILITY AND FINISH CEILINGS AND WHERE PIPES AND STRUCTURAL COLUMNS LOCAL AUTHORITIES HAVING JURISDICTION. THE CONTRACTOR SHALL PROTRUDE WITHIN FINISHED WALLS. MINIMIZE OR PREVENT ANY UTILITY OUTAGES, ALL WORK REQUIRED TO Sheet: RELOCATE ESSENTIAL SERVICES SHALL BE COMPLETED BEFORE DEMOLITION COORDINATE WITH OTHER TRADES AND PROVIDE FOR MISC. ADDITIONAL i OF EXISTING LINES WITH OWNER APPROVAL. FRAMING 70 ALLOW FOR LIGHT FIXTURES, ACCESS PANELS, HVAC GRILLES AND DIFFUSERS, HANDRAIL BRACKETS, ETC. � i I � . . � G�N ERq� N QTES �. VERIFY _ EXISTlNG CONDITIONS qND OF ANY OlSCf�EP � � � . - ANCIES. NOTIFY RENGEL+�p � � - - z�: MPANY ARCHITECTS `- -_ �� . � - -; - -- - - ; � � -_ _- _ _ � � - - - 333 EI Camino Reat . , -_ - - �+ ��4•832.3333 ' rustin, Cafrfomta � 9278Q .r,�u_ www.rengefarch com14.838.20�5 , Hisfory record: Date Description ��'��` ►SSUE F 01.i4.�3 OR PLqN CHECK � -�._ tSSUE FOR g►D . 01.24.13 8 j � . { . 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LOOR OFF .1 ppp 2 I - � � . . � . . . . ___ rCE �7,449 � -- TOTq� NUMBER 1:250 � � OF PARKING REQU! 70 ( ' R ED ; TOtq� � NUMBER OF PqRKING PROVIDE 70 , ' p Stamp: r�rA� NUMBER � , OF PARKING �55 % EXCEEDED ` TOTAL NUMBER OF �,�:s�n q,� I r ACCESSIBLE �5 G -�--�. �y ; PARKING REQUIRED �\ �'�D`� �'''��^ tOTq� NUMBER pF � ACCESStBLE p 6 � � ����. ARKING PROVIDED ` � 7 .7� �'j ���r�E,v=��` I . t � i, 6 '�..............��'''�Q' - - CFCALI���� i i Sheet tit�g: EX�S � T � ��VG ' S1T � E P�q� , ; , — Ct'�Y�F D�r1�tOND S�,R —_--__ _ THES�PLANS AND DETA! C�A ri �—! !` _ — �PPRQV�L) `�A�� work Product shal�ltbe hts reserved. a � - -- __ — B'Y anY means-g phic reproduce No P rt of this � ��__ � includrn ra d in any form or by - �,om 9 Photo pY��1eC�onic or rr�echanica�, � RENG � g K'��out �::� �� t;�j� EL+CO. pe�mission in writing 1 ThiE APPROVAL OF TH� �ate; : _ CCI+lSTRUED TO BE A Pcr�N!T FOR ANY Y���T�Q� � — � OFAPlYCODE OR G�DiNANCc C�F T ; 02•25.1t� � — 7HESE P �S�+�' Drawn LANS SHALL EE ON 7NE Jc�g bY� FOR A�L RFp�FSTE�;NSGEC'!ON$ � NORTH J�R — --� ��'s T , Proj��#. �,f —_ ING S�T = _ E PLqN zQ,2� _ File na�e: _ SCq�E. �� =20'_pp _ . - rrQndZitions/D►amond Bar/1550 Va 1 Sheet: I��y Vista/VHA i! i 1 �� 0 a � - � � GENERAL N4TES - - - : -- ��- � • ` • • - s � _ F _ �.��. s- _ _ � �� � -- 1. VERIFY EXISTING CONDITIONS AND NOTIFY RENGEL+COMPANY ARCHITECTS OF - � � � � ' `. ANY DISCREPANCIES. =- _ ,i _ - �� ,.,�;� { - # -� - - � E • � 2. GC. MUST COORDINATE WITH TENANT IMPROVEMENT SET 333 EI Camino Real, Tustin, Califomia 32780 (PERMIT N0. P-R 132-619) FOR ADDITIONAL INFOi�MATl�v. O+ 714.832.3333 F+ 714.838.2065 � � 3. NEW STOREFRONT DOOR AND WINDOW SYSTEM TO MATCH EXiSTING B www.rengelarch.com History record: � � 4. THE GENERATOR SHALL BE MAINTAINED AND TESTED MONTHLY. 2 Date Description f : TESTING SHALL BE THE FIRST TUESDAY OF THE MONTH BETWEEN 9:OOAM 01.14.13 ISSUE FOR PLAN CHECK � TO 11:OOAM 01.14.13 ISSUE FOR BID � 01.24.13 BID ADDENDUM#1 i 01.28.13 BID ADDENDUM#2 F t 02.21.13 PLC. CORRECTIONS 03.07.13 ISSUE FOR CITY APPROVAL � EXTERIOR WORK FIRE 03.13.13 APPROVAL i EXTERIOR WORK FOR � 04.02.13 p�qNNING APPROVAL 04.25.13 EXTERIOR WORK FIRE � APPROVAL = ; ._,_.,__.___�..�_._,__._..�.__._.____._ ____ �.._,_..__�._...�...._...__.....___.__...,..._._._.._ _ ._�.._____...��..__.._.____.__ _ ' � � "� . 02_25.14 GENERATOR ISSUE FOR � - _ _. _..__..._._._�......___.._.._,._..__.__....__.____. ... _�..�_.__�.__.._..�.....�.�....._......_.........�._.._._._. _ _ ___._..._._..__�,..__._..,�...._.,.,._..�.__._... _. _. _. ....�.,.._._.._ _..�m.�._�_..._.�..._�...._�_._,. __ _ ___.__.__..�.......�...__...._...�...__..�..._�.....�__... _ ._.__..___.�._,.._.._ ..._..�.__.�_..____�...._,_.__ _.m. _�.._..._...�._......_._.__....�..._..._�..._.___._...____ ____.______.__.r.�.._�.....�_____,_..__._._ ... .�. ___. _._.__�....�...__._..__.�_..__.�a.._._�_, _ _. _..______�__..�._,---._�.__,._. ------------------------------------------------------- ------------------------------------------ - - ----- ------------------------------------------------------------ i 89 80 79 71 70 62 61 51 Revisions: 0 � A No. Date Description . ... ......•-.� :.. ..:: �.-.:<�:..�: .:�.._. .- :�.::: ... . :...: .... ...... . ...: :... .:. � _.�..._,� ..:: �, .::, : . , .. .:. . . _. . : .:...... :. :....�:. .....:.�._ �.. .. .. ...,� � .,... -. .:_ ,_ ..�.:..�-:_ : ...._.. �. . . ...:�.:� •.. . . . .. . :� ..:. ...., . . . . �.:,........ ..,_�... .. . ::-:" = � ..,:�.. .�� ::..:�.. .•._.:-:. :.... .. 01.24.13 BID ADDENDUM#1 � 02.25.14 REVISION i i i i i i 1 i ► 10 � � � � � � � � � � � � � , : 6 F jI , ` � � � 9 i i� ' � ' a.���w�,.:` 50 � ` i � t '. i � � 1 � 1 � � � 0 � � � - ,� � � � � �������+� � 0 REFERENCE NOTES � � ' �.1 � 1 , :.. -------- � � � --------------------------------------------------------------------------------------------------------- � t , , __ : ;:::'<:::<�:<:_<;:;<_;:_;;;`>">'> � 1.0 EXISTING CONCRETE WALK PROTECT IN PLACE. � � � �------� � - - - - -- - - - -- --- - -- -- - -- - - , - --- - _ � ' ' 1 � � � � � ; � �� � � 1.1 EXISTING ACCESSIBLE PARKING STALLS TO REMAIN. TrendZlt101?S I I I ' E I ( �J� � I i ' L______J � �' ' � 3 `=_ i �.2 E X I S T IN G ZERO CURB. � t �; i � �` i Project name: _ i 90 I i i � � � � i �"' � 1.3 EXISTING ACCESSIBLE SIGN. PROVIDE ADDITIONAL SIGN "MINIMUM FINE �250.00" � ` � ' L______J � � ; (PER 2010 CBC 1129B.4). , � i --- � i _ . __ -� � � r � i 1.4 DENOTES NEW CONCRETE WALK. NOT TO EXCEE 9' _ � � i � i D 2 o SLOPE IN _ i t i � � ' � i ' �___ , � ' I J\\ � � ANY DIRECTION. ` � 1.5 � i � �� ¢ ' 1.5 E EN p N i _ _ � D OTES EXISTING CHARGING STATIONS CHARGEPOINT 1 = ' I � i � I i ��������' � i TO SUPPLY (6) CLEAN AIR VEHICLE� ON SITE UNDER SEPARATE O 1550 VALLEY VISTA DRIVE � __ � PERMIT. REFER TO ELECTRICAL PLANS FOR MORE INFORMATION. GC. DIAMOND BAR, CA 91765 ; � ' L------J � ' i �� �� � �� ' � � TO REWORK EXISTING LANDSCAPE AND HARDSCAPE AS NEEDED I �i ' i __j ��E ' � i 1.5 �DENOTES EXISTING CHARGING STATIONS "TESLA" HIGH POWER ' I L= -'� � � � TE NANT I M PROVE M E NT i � i WALL CONNECTION CAR CHARGER TO SUPPLY (2) CLEAN AIR � i � VEHICLES ON SITE UNDER SEPARATE PERMIT. REFER TO ELECTRICAL ,; ' �, ;� ,�� +/-41,172 TOTAL BUILDING SQ.FT. � � � PLANS FOR MORE INFORMATION. GC. TO REWORK EXISTING = � � L,,-' �� ' i LANDSCAPE AND HARDSCAPE AS NEEDED � ,�� ,♦ � � � � � � `� � �, �� /! 1.6 EXISTING 5'-0" X 5�-0" LEVEL C�NCRETE LANDING. FINISH TO MATCH � � �\ ,�.;;;„;,�,,, � � EXISTING CONCRETE WALKWAYS. MAX 29� SLOPE IN ALL DIRECTIONS. � �� �=`, • := i � i 1.7 NOT USE. � � ry � 40 � �� `� ��""''�'''��� % i 1•8 EXISTING 4" THK. CONCRETE RAMP. MATCH EXISTING CONCRETE WALK � � `� i �aa , i SURFACE TREATMENT. MAXIMUM SLOPE SHALL NO EXCEED 5% IN THE ` � i � ' � � DIRECTION OF TRAVEL WITH A CROSS SLOPE OF 29� MAX. � ��� ��� � � �� "`� REFER TO DETAIL #2 E ; \�� 98 99 � ��a�.'�` 39 � NOT USED. � � � 1.10 ' � � � �� � E� wall mounted 4 � 1.1 1 NOT USED. ������� � 4 E� stand alone unit 3 , � 10 �� 1.12 EXISTING 36" WIDE TRUNCATED DOMES PER DETAIL #2 THIS SHEET � I > : � � � ��'"����"`��� ; 1,13 EXISTING ACCESSIBLE PATH OF TRAVEL WITH 57� MAX. SLOPE IN THE DIRECTION i � ' OF TRAVEL AND WITH 2� MAX. CR�SS SLOPE. ACCESSIBLE PATH OF TRAVEL � �'12 i SHALL HAVE A MINIMUM WIDTH OF 48" AND SHALL HAVE MAXIMUM �" ' �i CHANGES IN ELEVATION PER 2010 CBC, SECTION 1133B.7.1 � , ; � ' � I � / , � � � - � � , � � � � 1.13 1.12 1.2 0 '� i � 1.3 � ` � i �.i2 �TN Fr �.3 , � i.a �' � �F� ,.2 nrP. E� � �, O � ���� •' ; , / _ � � PP 0 ; Q � . ��. '; � 1.1 � 0 0 1.13 � ,� . 4 � . � �. ; . `�• �, �0 29 •'� . � � . � � � �. � � . . , . , � � . �`� �5 � 1.1 28 ,'� . . � 1.1 � , . � . , � , , � � `. .' i . �� � i � . . � / ` � • . . � � � � r � � ��: _ �� � ' � \ ` � . � . � \ O � . /// . g . � <,� Stamp: `�� .�\`. _ /'��. � 10 '� � �� , ., ��(� ` �/ V" \ � ,, ,- / _ i �, 19 �-'� ��p,� ,� \ O ', � ` // �r',� .,..,,.,'`�Cy� ` �$ v Q,Pp ,1•�`,�'.� i � ,,,`` `-_ _--'/,, ,, _ . �,T;c�c►�r�crl� e�R �� ;,�,�_� O ---___ ______ _ ____ _-- Nc p,NC DETAILS A�E � �� , :t'.CSEF�A �; C. 1� �9 '* � � ---------- - / ------------------ 6~: �FFr�ov L���v i L 9�' ���� � f`� ,� CF C?,L1F� r,..e � `��, 1..;; THESE PL�NS�HALL NCT BE TF!E APPR�VAL O���`�MIT EOf:ANY VfOLAT�ON � CONSTRUED TO E_ ��a,��E OF T41S CI7Y• OF ANY CODE OR ORD•� � THESE PV+N�S'�A�'`a�JNc 7 n OS Sheet title: _ � FOR A�1_REOUcg�ED�NSF'-� ' PROPOSED � ,� � SITE PLAN � � PARKING SUMMARY � BUILDING AREAS FLOOR USE SQUARE PARKING REQUIRED Copyright 2012.All rights reserved. No part of this FOOTAGE RATIO PARKING i work product shall be reproduced in any form or by � j any means-graphic,electronic or mechanical, OFFICE 15,443 1•250 61 including photocopying,without permission in writing 1 ST FLOOR � from RENGEL+CO. Date: - WAREHOUSE 2,207 1:1000 2 02.25.14 ,� 2ND FLOOR OFFICE 17,449 1:250 �� Drawn by: , JCR _ � � � TOTAL NUMBER OF PARKING REQU�RED 70 Project#: � 201234 ; TOTAL NUMBER OF PARKING PROVIDED �55 File name: Trendzitions/Diamond BaN1550 Valley VistaNHA ' NORTH TOTAL NUMBER OF PARKING EXCEEDED g5 Sheet: � � TOTAL NUMBER OF ACCESSIBLE PARKING REQUIRED 6 A 10 OA � � PROP4SED SITE PLAN SCALE: 1/16 , -o -= � � n = � p � TOTAL NUMBER OF ACCESSIBLE PARKING PROVIDED 6 - - -- - � � - � , 5„ 1�_9„ _ � 1" � - - - - 4" ,. 5p 4p -- _ - - --- ' -- --- ---- --� _ - -_ = �, O„ ( ; - _ _ , ; 2A ' ' : „ _ ; < , •. - _. 1" 7/8 PIPE SLEEVES- WELD : _ >` ' ' ' � - - - � , ' . TO GATE FRAME AND FOR -' - - � M = . : :: : .;: . _ _ � _ � - _ - Q I � O �: � " .' _ _ _ FULL LENGTH OF PIPE ; - - � Q in v� ' ° - _ - I ��,-�~ � �. Y :� T/t�y _..: ._ � R . _ . ' �i i� .� .-. :�. . : ., " .:i. .... .,-.: " 7/8" PIPE SLEEVES- WELD � , - y _ .: ,� � I � 333 EI Camino Reai, Tustin, Califomia 92780 � : TO MTL. PLATE O+ 714 + , ` , • � 83 83fi 2065 - • . � .':� .„ .-.a -,::: ... .. ' ' . . ; -�-�- F 714 . . . . ,. _ _ _ _. . _;. ! ; _ . : . _ > .: , '; , :, : . . . :: .. ,. ._. _ .. .. :,:: : .. - ;:: :.: .- .. : , ,,:.:: . ..A�... :. ,. S.�.: .... -::.: ..; `.�ln.t p I �:::.:. , :�:a . .. .,.;..: .. .. :.<:� :-::: ::::,: �:� . ::...,: . .,:;;.... _..::::: _:z.........f �..�.:.:.! .. ..: .. :,:�.. ,....:. ��....:. �-.::. ..:::>: . : ..::.. .... ::.. .......: . ;..;: ._.._�<` :..:. . fi 11►1fT.rGn pr I r . _ _.... _ , ::... ..._ ,. :: �: ...._ _ .__ a ch.com . , � _ . :, _ . : _. _ ,:.: , . < ,.. .. . : .. . ;. :�.. __ ._ _ . . .. .... . ._.:. . _.. . . -� ._ .. �: _. . . , .:, i . _ ... . ,... ,:,� _... I : :.:# ,<, .... ,.: . . . _ � . .. . :. <: . . <� ,,-.. ::. . ...,.. ......... . .... ..... ..:...... - -,�':...::,::.. .... .... ..._.:. ._.,.:: i.... :::;« . ..... . .. .:..::: .' ,>_ . ..._..,.. .... .. :: .... . .... ::... ... .. O � . -. . - ..:.. . :.. ...:<. .::. .::. . �:�,.� ,;;> �z. d � . ,. ;; , 9 . . .. .• �` : : �s,.. � �:fi. , ,� L •• : , < "�X� �F'� � �' ` ��� ' History record: a# s � .► � �r = +� ( ' ' � ' 2� _ ,: ��', � ; � �� � � �� �� # :� 4 M 'rR' � • • • ' - a c .- � 4 _� • . _ I i�: �.� � .4 �,�{ „ .� �' � .� „� � D te Des ription -• • „ O � ~ � � � �. �'� ' � � a � .4' � .� 01.14.13 ISSUE FOR PLAN CHECK � $'4 DIA. ROD. � , � . < •,. ,:.� .# ; ,� ; ' ,;� � 01.14.13 ISSUE FOR BiD • � �, �. a� 1 1 �-- # " �;�., -.�. :� � s � . . . . ---- < - . : . . • o � ' ' : ; � 4�: � � � . t i � , `� « �_ . •"•' �� „ . . .. » 7 7 (TYP.) ' �� � �: �" �' �..-� : _`�; �` .�* r ,� � •"� R ; � , ' '� 26 / 01.24.13 BID ADDENDUM#1 � � • . �'4 DIA. ROD. � < ; ` # < � � � , " . + �# :ry - / .• - •- ' 'a • ! _ ' 4 4� '' ,..,� ,. ;� ; �';•s , ,�* '' �. / 01.28.13 BID ADQENDUM#2 � ' � � " ' � 02.21.13 PLC. CQRRECTIONS I' ' �' � � � '� :! +� `h "� � � � � �:i : � �+' , � • - . 7� 7„ 1 .1 1 -- � � -�.� { x = , � � ��; � ; ,� � � i � 03.07.13 ISSUE FOR CITY APPROVAL � � � v rt # i , , ; .�.�- ��°� '� � a # - � .� 9 �i / , . �• � ` E, �< � � . . . .� � � � a--#�-" : s � � �� > # �i� - � x � _ a- � _ ` ;" z .: ,� : * � ;� , ,;;, � R ,�_ : � in / EXTERIOR WORK FlRE � � 1 ` rt ' ' ", � � .2 / 03.13.13 APPROVAL . ; . • . � i � 1 .3 0 � �` �* ,�,� : � ` • ,� ` .• �' x'*� , , o � � � ; .� ,,,� ,� , ; i XTER{OR WORK FOR i I � s" �.» �• x # ;� � ; � .�' :,�; � 04.02.13 PLANNING APPROVAL ' STEEL GATE FRAME ;� � a �'� ' �" , ; � � ' � �+ , ; . , B i i EXTEREOR WORK FIRE i STEEL GATE FRAME , "1� � +: r� ,,.,,�. ` * :� `{ + .� 4.25.13 � � APPROVAL I .. �� � �F � � K�� L�. �� . R �a� � �,s ; . ' ' O � � CAN E B O LT D ETA I L � � : �� 4 � -- � . � � -� � j � . • � � � -� _ - GENERATOR ISSUE FOR � CAN E B O LT D ETAI L � • �� � - � • � _ _ - 02.25.14 APPROVAL � ' 9 a� .. { . � � rt, .i � 5 = � � - � ' SCALE: 1 �" = 1'-0" � PEV � 2 SCALE: 1 2„ = 1'-0° � 1 .1 TS 1 .15 TS - - � - o -� 1 .5 � � _ - - - - 8 � � - - - Revisions: � - - •g • PEV � 1 .3 No. Date Description � 8" MEfAL GATES g 1.5" RADIUS IYP. � ~ 1 01.24.13 BID ADDENDUM #1 GAP A 02.21.13 PLC. CORRECTI�NS �-�/zp x �-i/z~ x �-�/2~ RESERVED GREEN BACKGROUND LONG ANGLE-PUNCH 5/8" � PARKING WHITE �ETfERS HOLE FOR CANE BOLT & _ � ,$ � : SLOT � TOP ANGLE. . ELECTRIC WHITE BACKGROUND o N GREEN LETTERS - . i � VEHICLES THIS PROFILE VIEW 1/4" LONG 3/16" STL. . SHALL BE LOCATED ROD-WELD TO CANE BOLT. : ONLY SO THAT IT IS VISIBLE ; FROM EACH STALL OR = SPACE. SIGN SHALL BE � j REFLECTORIZED AND NOT SMALLER THAN 70 SQ. IN. . � IN AREA AND� WHEN IN ;,� � 1 ' z PATH OF TRAVEL� SHALL `� ! Z W BE POSTED A MIN. OF 80" � ' '' •. .• :;. � � . . � i i N Z FROM THE BOTTOM OF THE ' ' ' "_ ' •- . • °' ' ' \ Tr e n dZ1�10175 � SIGN TO THE PARKING � a�. . .� � � w � SPACE FINISH GRADE. � . � • • d' � . , ' . � • • 1/2" DIA. X 18" LONG CANE � . Project name: i � � PER CAC T-24 SECT. 3101A(c) ' •. � � � . •��••; BOLTS. TYP. � ' p 3 � � � NORTH - � ; _ � � - � .� -- _-- _ i = M - I � � + CAN E B O LT D ETAI L E N LARG E D G E N E RATO SCALE: 1/4�_ ,�_o° 1550 VALLEY VISTA DRIVE � R ENCLOSURE + 6 D IAM O N D BAR, CA 91765 � ; SCALE: 1 �' = 1'-0" 0 KEY NOTES GEN � 2"� GALVANIZED PIPE EXTENDED E ft!'1L N OTE F ' INTO CONCRETE FILLED PIPE 1'-9" Y4" FLAT PLATE, LATCH, PIVOT S 1 PROVIDE WELDED WATER-TIGHT CAP. ; PRIME AND PAINT WHITE. X�" DIA. PIN x1" 1.1 EXISTING WALKWAY TO REMAIN. 1,10 NEW 510 GALLON EMERGENCY BACKUP GENERAC 1. G.0 TO PATCH AND REPAIR AS NEEDED WHERE DEMOLITION OCCURS. MATCH ADJACENT I A SD080 100KVA 80 KW 60HZ/480VAC THREE-PAHSE POWER CONSTRUCTION AND FINISH. � 2-1/2" DIAMETER GALV. PIPE, TACK 1.2 EXISTING LANDSCAPE TO REMAIN. F WELD TO PIPE AS REQUIRED. PLATE A 12" DIA. HOLE FOR PADLOCK T.O. MASONRY DIESEL GENERATOR. WITH STEEL ENCLOSURE AND CRITICAL EXHAUST r I ' " 1.3 EXISTING 8�-0" X 16�-0" STANDARD STALL TO REMAIN. SILENCER E ' 1�" DIA. STOP WELDED TO GATE � 8-O AF.F. � NOTE: -PROVIDE 12' HT VENT PIPE FROM GRADE. REFER TO F ' TUBE _ 1.4 EXISTING STOREFRONT TO REMAIN. MANUFACTURER RECOMMENDAT10NS � ; ° • �. • : PIVOT HOLE � -REFER TO ELECTRiCAL DRAWINGS FOR ADDITIONAL INFORMATION - • 1.5 � DENOTES NEW CONCRETE WALK. -GC. MUST IS RESPONSIBLE FOR SUPPLYING ALL PARTS � � � � I REMOVE EXISTING LANDSCAPE AS REQUIRED. REWORK IRRIGATION B REQUIRED � . . E ; � • � •'. �' � �" DIA. PIVOT W/ FIBER WASHERS SYSTEM AS NECESSARY. ' •_ AT P I V O T P L A T E ' COMPACT SOIL TO 959� COMPACTION TO RECEIVE NEW 4" CONCRETE � LINE OF GENERATOR SLAB. MATCH EXISTING CONCRETE WALK SURFACE TREATMENT. �•> > NEW 10�-4"W (V.I.F) x 8'-0"H MTL. GATE PER DETAIL #4 THIS SHEET. � � CONCRETE FOOTING GC. MUST FIELD VERIFY DiMENSIONS AND PROVIDE SHOP DWG. O ! � '• �� - •' •• TS 3"x3"x�is" FRAME TYP. I MAXIMUM SLOP OF NEW SLAB SHALL NO EXCEED 59� IN THE : N . ', � ` � . � PLATE A DIRECTION OF TRAVEL WITH A CROSS SLOPE OF 2� MAX. FOR ARCHITECT REVIEW AND APPROVAL PRIOR FABRICAT10N ' ' �� " � % ' � PLATE B ( 1.12 NEW 3'-6"W x 8'-0"H MTL. DOOR PER DETAIL #8 THIS SHEET ' 1.6 � DENOTES NEW CONCRETE SLAB. ' � • -% ' � GC. MUST FIELD VERIFY DIMENSIONS AND PROVIDE SHOP DWG. f ' ° ' I REMOVE EXISTING LANDSCAPE AS REQUIRED. REWORK IRRIGATION FOR ARCHITECT REVIEW AND APPROVAL PRIOR FABRICATION I ' �' ;"' . FIXED PLATE W/ NOTCH WELDED �i�" THK. 3-COAT CEMENT SYSTEM AS NECESSARY. � ' : • TO FRAME PLASTER W/ LATH AND FELT ( COMPACT SOIL TO 95� COMPACTION TO RECEIVE NEW 4" �'13 �„ CEMENT PLASTER 0/ WIRE LATH 0/ PAPER.PAINT FINISH TO MACH MAIN BUILDING, � PAPER OVER C.M.U. CONCRETE SLAB. MATCH EXISTING CONCRETE WALK SURFACE REFER TO STRUCTURAL PLANS FOR ADDI110NAL INFORMATION Y4" PLATE WELDED TO GATE TUBE MATCH BUILDING COLOR. I TREATMENT. NOT TO EXCEED 2� SLOPE IN ANY DIRECTION. I �•�4 �" FRYREGLET CONTROL JOINT� PAINT FINISH TO MATCH 1 '6�� DIA. NOTCH FOR PIN ON PIVOT PLATE I EXISTING BUILDING I � 1.7 � DENOTES NEW CHARGING STATIONS "CHARGEPOINT" TO SUPPLY ; 12" DIA. HOLE FOR PADLOCK I (6) CLEAN AIR VEHICLES ON SITE "UNDER SEPARATE PERMIT". 1•15 NEW GENERAC 100-400 AMPS, 600 VAC AUTOMATIC I REFER TO ELECTRICAL PLANS FOR MORE INFORMATION. TRANSFER SWITCHES. I GC. TO REWORK EXISTING LANDSCAPE AND HARDSCAPE AS NEEDED ' NOTE: SIGN TO BE CENTERED AT THE INTERIOR END OF PARKING SPACE. NOTE: NOTE: -REFER TO ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION � ALL WELDS GROUND SMOOTH PAINT APPLY LOXON BLOCK & -GC. MUST IS RESPONSIBLE FOR SUPPLYING ALL PARTS � PLATE B ENTIRE ASSEMBLY WHR EACER EPDXY PAINT - I 1.8 PROVIDE NEW 18"x12" FREE STANDING SIGN STATING REQUIRED I " IS SHEET. �,16 NEW 4" CONCRETE CONTAINMENT CURB, SEE DETAIL #13 THIS SHEET � E L E C. P A 1 �" METAL DECKING I 1.9 NEW 8�-0" HT. CMU WALL, PER DETAIL 3 THIS p � » ARKI N G S I G NAG E # SHEET 1.17 PROVIDE NEW 36 HT. CONCRETE BOLLARD AT 4-0 O.0 PER DETAIL ' SPOT-WELDED TIGHT TO STEEL , � SCALE: N.T.S. � � ANGLE ALL SIDES I #12 THIS SHEET 1•18 PROVIDE SIGNS FROM 40" TO 180" A.F.F PER NFPA AND CBCF ,� 1 7�i"x 1 1�i"x �XB" ANGLE ALL $„ CMU WALL - SEE ( 1.10 0 DENOTES EXISTING CHARGING STATIONS "TESLA" HIGH POWER STANDARDS FOR: . AROUND TUBE STEEL FRAME STRUCTURAL DRAWINGS FOR WALL CONNECTION CAR CHARGER TO SUPPLY (2) CLEAN AIR -DANGER -FLAMMABLE LIQUID • REINFORCING VEHICLES ON SITE UNDER SEPARATE PERMIT. REFER TO ELECTRICAL -ELECTRICAL -NO SMOKING � ' :°.• .' 8" DIA. CONCRETE I � �'� BOLLARD �AILSEBAR AT FIRST TIE TO REBAR I PLANS FOR MORE INFORMATION. GC. TO REWORK EXISTING �.�g PROVIDE NEW WALL MOUNTED FIRE EXTINGUISHER � � �• ' LANDSCAPE AND HARDSCAPE AS NEEDED • �� SLAB ING CONCRETE o ��• . � � � •. ; '� - - • (4) REBAR TAILS AT 16"O.C. 2�-3" I ' _� : � � � � :� : ;� :�� '�' � LONG CONT. PLASTER . � . � � I ' � °. �' •`a�; , ,. - PIER W/ 8-#6 VERT. 8" CMU WALL WEEP SCREED. I � E �I • '• . • •� • ' � . - % . : :'A � �� AND #3 CLOSE TIES � 2" x 4" x Y4" x FULL HEIGHT I .1 1 .13 � � �I �' � ��; ''. �•� �� � � N 8" O.C. LONG STEEL ANGLE W/ (4) #4 x � . , : ..- ..�. � . � � = `� 2 -3 REBAR TAILS WELDED TO TUgE � � � . • " .��� �',�_,� �i DOUBLE WT. FULL SURFACE BALL = T.O. MASONRY �, T.O. SLAB M � » � BEARiNG HINGE STANLEY BB 855 � 8 -O A.F.F. � •' • • •. � Stam � a• . � � O�-O■ � • . • . • . . ; P. • j�a �' � � ' (2 AT EA. LEAF) WELD TO TUBE -'Q, r � � � � J � � ' �� ' a AND FRAME ' �.. • - . .. •• • , . I� : � '• � . . . . . . . . . . � .� . , . . . , . . . . , , . . . . � . . �:a . . . » M M ��• •• . Q • • • � � . ..................................................... : . . TS 3 x 3 x �is FRAME . • ' • • - . ° � .a • • • ; ;�' ••• • • . • •a 5.pI0NG �'ry�� i ����u �Cy/ � i � �'�" � �� •' STL DECK SPOT WELD TO ANGLE • '- ' �� • � � � • ' ' � ' ' � I ° ;. ,� ' � ALL SIDES I ' a. c 'e •� • '. a . , - � � � • • ,: . • •. • ' � PQ,D J.� �' . ~ M tl M � Q•. . ' I I O I . • . . . ` ��S �� j 24 � 2 x 4 x Y4 x FULL HEIGHT STL. CONCRETE a .Q. . d = � � � � .•: + . r,,�,�F����f��� �AR c�� �e _ w� . . ;NL�EFLAN�AN V���ILSARE ��',�C 1��99 ���c B ANGLE 0/ CORNER OF CMU WALL. FOOTING _ � p� � �C i WELD TO TUBE REF STRUCT DWGS I I- I I � -I � � � .I I � _I I � • • : • /�FF �,����;y .�� � ; `� Y � GATE S U P PO RT . � �- � BY ��CFCAL1Y�¢ : � , w ' . • ' �� � � r^r . F:� �„ �.;;rt CONCRETE BOLLARD � �� � � i ' A N D GAT E LATC H WAL L I � • ROVAi.CF TN[SE Pi�N�SHAi.t NaT B��tR SECTION TMEAPP 1 � � 3 � � �p COtiSTRUED TO BE A FERi1!17 FOR ANY VIOLATI T.O. SU1D OF ANY CODE OR C�Dt'+ayCE OF THIS CITY. � SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. . � -, HE�oa i ' ' ' i /� � � THESE PLAN�SHALL BE��T Sheet title: I � ��1 � O -O FC�R AL�-REQUE$TGD IP:SPEC7�pNS � DIA. HOR� G E N E RATO R I 4 ZONTAL CANE BOLT GATE LOCK. �'4" DIA. HORIZONTAL � ., E N C LOS U RE I REFER TO DET 9 ON CANE BOLT GATE LOCK. .1 1 .1 1 .12 .1 1 .1 1 1 .1 .1 - , THIS SHEET. REFER TO DET 5 ON � sXs T.S. THIS SHEEf. E N LARG E D P LAN � 2X2X�is" ANGLE FRAME. 6X6 T.S. » ! ' 4 T.S. 2X2X.120 GATE 2X2X�is" ANGLE FRAME. �` T.O� MASONRY � 8'-0" A.F.F. � 8 � �.F.F. Copyright 2012.All ri hts reserved. No art of hi Q• Q• CONCRETE CURB BACK SUPPORT. T.S. 2X2X.120 GATE � ' T.O. MASONRY 9 p t s work roduct shall be re roduced in an form or b I PER STRUCTURAL BACK SUPPORT. .. P P Y Y � any means-graphic,electronic or mechanical, � 22 GA. GALV. STEEL DECK includin hotoco in without ermissio ' I = PROFILE "B" W/ 4" RIB 22 GA. GALV. STEEL DECK � �' 9 P PY 9� p n in writing � from RENGEL+CO. i � 'n �7 SPACING. �n . • � _ 4 PROFILE "B" W/ 4" RIB �� . „� '• - 7 SPACING. ��-- "'�°'° Date: ' D � . � . .- �J - 4~ • � 02.25.1 . O 4 ' � � � �" DIA. VERTICAL CANE Q � Drawn by: : . BOLT WITH STEEL SLEEVE B DO JCR i L .• r' .�.•,. • . . • •-i . �� • I � - . AT SLAB PLACED ON BACK OF GATES. REFER TO Pro'ect#: _ + _ _ � � ^ � � � . . r' . .•..�� . . • .•i . • �� • � .. � � � - - CONCRETE SLAB � . �. DET. 6 ON THIS SHEET ' • 1 ` � PER STRUCTURAL - - - _ _ J � _ � � � O . 201234 NOTES: NOTES: � _ � � , . File name: i ' _' T.O. S� � Trendzitions/Diamond Bar/1550 Valley VistaNHA ',' �' SEE STRUCTURAL DRAWINGS FOR FOOTINGS, �' SEE STRUCTURAL DRAWINGS FOR FOOTINGS, � � � � T.O. SIAB REINF AND CONNECTIONS OF TRELLIS ELEMENT. REINF AND CONNECTIONS OF TRELLIS ELEMENT. � O�-Op , ,� I _ Sheet: ; 2. ALL GATE & FRAME SURFACES TO BE PRIMED AND PAINTED 2. ALL GATE & FRAME SURFACES TO BE PRIMED AND PAINTED � O O FINISH TO MATCH ADJACENT WALL FINISH COLOR. FINISH TO MATCH ADJACENT WALL FINISH COLOR. - � ONCRETE CURB ENCLOSURE GATE B c ENCLOSURE GATE ; CALE: 1-1/2" = 1'-0" � 3 SCALE: 318" = 1'-On 8 A 1 02 , SCALE: 3/8" = 1'-0" 4' � GENERATOR ENCLOSURE ELEVATIONS SCALE: 3/8�- ,�-0N 2 = y- _= - _.�- � � � � � __- ��:�_� - _- --�= =�- _ - , A. GENERAL _= - _ �� , .� � � , a � � �� _ . 1. GENERAL CONTRACTORS SHALL VERIFY ALL GRADES, DIMENSIONS AND CONDITIONS AT THE JOB � - �� � � � _�-�_.• :- ��-� �' _ � SITE WITH COMPLEfE SET OF DRAWINGS PRIOR TO BIDDING AND COMMENCING CONSTRUCTION. H. MASONRY � ' IS REPANCIES OR INCONSISTENCIES. ' ��-' '��� THE ARCHITECT OR ENGINEER SHALL BE NOTiFIED OF ANY D C ' ' . _�_.___________.___.�._____..._�.....__._..-_ -� � - �� __---�._-------.--..__.:_...__._._.__w._.---...__..____.__.._._--_--.---....�.__.__._..____-----__._._._.__.._____�_ , 2. ALL MATERIALS AND WORK PERFORMED SHALL CONFORM TO THE LATEST REQUIREMENTS OF 1. CONCRETE MASONRY UNITS (HOLLOW UNITS) SHALL BE GRADE "N", MEDIUM WEIGHT AND i ..., 333 EI Camino Real, Tustin, California 92780 THE 2010 CALfFORNIA SUILDING CODE AND ANY OTHER APPLICABLE CODES AND ORDINANCES. NORMAL WEfGHT, CONFORMING TO ASTM C-90. MINIMUM ULTIMATE STRENGTH OF BLOCK ' �^� �'�� + 714.832.3333 F+ 714.838.2065 t N JOINT DETAILS. ' . �!� �: r'j \�� � www.ren elarch.com i - 3. THE CONTRACT DRAWiNGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE AND DO SHALL BE 1900 PSI. SEE ARCHITECTURAL FOR TYPE. PATTERN A D € f� . ; �_�. � � - NOT 1NDICATE THE METHOD OF CONSTRUCTION. THE STRUCTURE SHOWN ON THESE DRAWINGS 2. GROUT FOR THE BLOCK UNITS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF � j� \\ (�{ T RALLY SOUND ONLY IN THE COMPLETED FORM. GENERAL CONTRACTOR SHALL � f�� , , \� � ,/ ``� \��. 3 3::i��Y��4v�rv. . IS STRUC U 2000 PSI AT 28 DAYS PROVIDE TESTS PER 2010 CBC. GROUT SHALL �/ . PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE, WORKMAN AND OTHER BE PROPORTIONED BY VOLUME � � �`� ` �` � \� � Date Description PERSONS DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE. BUT NOT TO BE LIMITED � . � � , f� ' 3. MORTAR SHALL BE TYPE "S" AS DEFINED IN TABLE 2103.8 OF THE 2010 CBC � � f� �\ � - T0, BRACING, SHORING FOR CONSTRUCTION EQUIPMENT AND SHORING FOR THE STRUCTURE. . ; ' \\ r----l-- -� 1800 PSI IN 28 DAYS. ' r €� " CLR. � /� �f `i? \��� � ; � 6A 01.14.13 ISSUE FOR PLAN CHECK 4. IN NO CASE SHALL DIMENSIONS BE SCALED FROM DRAWINGS AND/OR DETAILS. ( �� � ANY DISCREPANCIES FOUND WITHIN THE CONTRACT DOCUMENTS SHALL BE BROUGHT TO THE 4. MINIMUM SPECIFIED STRENGTH OF THE MASONRY ASSEMBLAGE 'F'm" SHALL BE � 2 i i " ��,� T�'P ___.1.24.13___ ISSUE _FOR B��.-#1 � � � �r -� ��� a � �, � r--, : S2 ° : , ; ARCHITECTS AND THE ENGINEERS ATTENTION FOR CLARIF{CATION PRIOR TO PROCEEDING. ANY 1500 PSL I ..................__...____.._.. _____.........._........._..__..........__...............___._..-...._.___ ; � 0 . .13 B!D ADDENDUM WORK INSTALLED PRIOR TO AND OR IN CONFLICT WITH SUCH CLARIFICATION SHALL BE , f ; ,: y,: €: it _ ,:.._ �� � C / 5. GROUTING PROCEDURE FOR LIFTS EXCEEDING FOUR FEET: PROVIDE CLEAN OUT : � ��" : j ,::::=�::::�� I o i `�����fi ?� '� I _01.28.13__ BID.ADDENDUM_#2 _ ___ � CORRECTED BY THE CONTRACTOR AT HIS EXPENSE AND AT NO ADDITIONAL COST TO THE OWNER. OPENINGS AT THE BOTTOM OF THE LIFT IN EVERY CELL TO BE FILLED. LIFT NOT TO � : � L_ J � � L�_J ( ' S. WHERE A DETAIL, SECTION OR A NOTE IS SHOWN FOR ONE CONDITION. IT SHALL APPLY FOR EXCEED 5'-4". ' M I I 02.21.13 PLC. CORRECTIONS � -----------------------�--�-- ---........------ -�-----._....__--- -�----.._-�-- ----- ALL LIKE OR SIMILAR CONDITIONS UNLESS NO,TED OTHERWISE. 6. CELL GROUT{NG: FILL ALL CELLS. � � ,r,;.�' J r��-�^�-��-�-�-��-�-��-��-�-����-�-�"�-1 � `_� ��� i 03.07.13 ISSUE FOR CITY APPROVAL � �-� --- -- ---�-� - ...... .... � .......... .............._.. � .......---------- --- 6. GENERAL CONTRACTOR TO NOTIFY ARCHITECT AND ENGINEER AS TO ANY DISCREPANCIES 7, CONTINUOUS INSPECTION OF WORK INVOLVING MASONRY fS REQUIRED. UNLESS NOTED � I - I � EXTERIOR WORK FIRE BETWEEN SPECIFICATIONS, GENERAL NOTES, STRUCTURAL PLANS AND DETAILS. �r � � ,. � � i a 1 � � � 03.13.13 APPROVAL I OTHERWISE. � 3 7. ANY REFERENCES TO THE WORDS APPROVED, OR APPROVAL IN THESE DOCUMENTS SHALL BE � „ �I r ----- - � � I I . � ��- -------- � HERE DEFINED TO MEAN GENERAL ACCEPTANCE OR REVIEW AND SHALL NOT RELIEVE THE 8. PROVIDE 2-#5 VERTICAL BARS AT ALL ENDS, CORNERS, JAMBS AND INTERSECTIONS � I - � 16 SQ. x12 ° I� � � � EXTERIOR WORK FOR CONTRACTOR AND/Oft HIS SUBCONTRACTORS OF ANY LIABILITY IN FURNISHING THE RE Q Ui R E D O F A L L M A S O N R Y W A L L S U N L E S S N O T E D O T H E R W I S E. i � I THK. PAD ! �� i � � � � __�' � _04.02._13 _ p�qNNING_APPROVAL_.________.___..__. MATERIALS OR LABOR SPECIFlCATION. 9. THE QUALLITY ASSURANCE PROGRAM SHALL COMPLY WITH INSPECTION AND TESTING i � � W/2-#4 EA. � � � � � � „ I, , I 8. ALL MATERIALS SHALL SE FURNISHED AS SHOWN HEREIN UNLESS ALTERNATES ARE APPROVED REQUIREMENT OF CHAPTER 17� 2010 CBC. � WAY TYP. i � � /2 0 HILTI � KB-TZ � � I �HSS COL. I i � � 4 x3�/2" EMB�D.. TY I I N W R I T I N G B Y T H E A R C H I T E C T, O W N ER, AND STRUCTURAL ENGINEER OF THE RECORD. 1 0. M I N I M U M V E R T I C A L R E I N F O R C E M E N T l A P S P L I C E I S 3 6". MINIMUM HORIZONTAL ` ���.ri�i��s: : » ; i � � � � i � �6 P L A C E S� � 9. CONNECTIONS OF ALL ITEMS SUPPORTED BY THE STRUCTUR E A R E T H E R E S P O N S I B I L{T Y O F T H E RE Q U I R E M E N T L A P S P L I C E I S 2 4 . t � ; � � � i I � , � � � No. Date Description D I S C I P L I N E S W H O M A K E T H E S E A T T A C H M E N T S. R E V I E W A N D C O O R D I N A T E A L L T H E R E Q U I R E M E N T S � 1, MASONRY WALL IS DESI GN E D T O B E A N I N T E G R A L P A R T O F T H E F I N I S H S T R U C T U R E W I T H ; i ,; ` � � � � � � � AND THE ARCHITECTS PROJECT SPECIFICATIONS AS APPLICABLE. T H E R O O F F R A M I N G A T T A C H E D T O T H E W A L L. AN D THE WALL HAS NOT BEEN DESIGNED AS A � ' " 10. THE STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION AND COORDINATION WITH : 3 0 , P. ' � ` .__............_._. _....._....._.......__........_ ___.._..............................._.__._............_ A R C H I T E C T U R A L, C I V I L, M E C H A N I C A L, E L E C T R I C A L, P L U M B I N G A N D F I R E S P R I N K L E R D R A W I N G S. CANTILEVERED WALL. GENERAL CONTRACTOR TO PROVIDE DIAGONAL SHORING AS REQUIRED � i � i � � � I I TH E CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF ALL WORK, INCLUDING THAT OF U N T I L R O O F F R A M I N G I S S E C C U R E L Y A T T A C H E D T O T H E W A L L (I N C L U D I N G D E C K I N G). , - ' : : � I ;I I ; ; � � 1 I .._....._.._.......... ----------------------__... _.----------------......_.._.....................-..._ ALLSUBTRADES. � ..__..........._....----........................__ 1 1. I T SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL EXISTING UTILITIES I. S P E C I A L I N S P E C T I O N S : � � �� I i i , � S2 � � + � ! _ _.........__........... ....�------...---�� ..._..... .._.... WHETHER INDICATED ON CONTRACT DRAW{NGS OR NOT, AND TO PROTECT THEM FROM DA MA G E. � I �I � � 3 --.....__-------. _......_....._..........------- -.....-� .._..--�--�-----�-----------.................- . REPAIR AND REPLACE OF SAID WORK SHALL BE AT THE EXPENSE OF THE CONTRACTOR. 1. ALL INSPECTION AND TESTS SHALL BE PERFORMED 8Y A QUAL{FIED TESTING AGENCY RETAINED : I .r�"� ----�� I � i � � NP � � 8" CMU WALL SOLID UNLESS NOTED SUBMIT SNOP DRAW{NGS FOR ALL FABRICATED MATERIALS. SHOP DRAWINGS BY THE OWNER. THE SPECIAL DEPUTY INSPECTOR SHALL BE QUALIFIED, APPROVED BY THE : � " I � � i i $ � � GROUTED W/#4 12. , WILL NOT BE REVIEWED UNLESS, THEY ARE APPROVED AND ACCEPTED WITH A STAMP FROM BUILDING DEPARTMENT AND ACCEPTABLE TO THE ARCHITECT. � � � � � �``� � VERT. �16"o.c. EA. __......-�--� - -��-�-----�-�-�--�---.........-�.. ............_�-........._._..............--��-........._ ; i ...... - THE GENERAL CONTRACTOR. 2. COPIES OF ALL TEST RESULTS SHALL BE FURNISHED TO THE ENGINEER, ARCHITECT, � I ` S2 � '` � S1DE & #4 HORIZ. ° _...--��-_._...... _...........-�-.........._..._ .........-................ -........._ ........---.....-- I NT HAVE NOT BEEN BUILDING DEPARTMENT AND BE AVAILABLE AT THE JOB SITE. �� � � I i � 6� CONC. SLAB � � � TMP � I �24"o.c. 1 3. V I B R A T I O N A L E F F E C T S O F M E C H A N I C A L A N D/O R A N Y O T H E R E Q U P M E CONSIDERED BY THE STRUCTURAL ENGINEER. 3. FINAL REPORTS FOR ALL INSPEC710NS AND TESTING MUST BE PROVIDED, FINAL REPO R T S S H A L L T Y P i � i O N G R A D E W/�4 i , � , � ..._---�-............ .......�--.._........-�-------.. ......-�-----__...._........_....-----.....------.._.....---- 14. UNLESS NOTED OTHERWISE, ELEVATIONS SHOWN ON THE DRAWINGS ARE TO TOP OF BEAMS DOCUMENT COMPLEfION OF AL L I N S P E C 1 fI 0 N S A N D C O R R E CT I O N OF ALL NOTED DESCREPENCIES. S2 � � CQ316"o.C. EA. WAY i ' � � � � � � i AT MID. HT.. OVER i I � � � SLAB, AND FOUNDATION. 4. THE DUTIES OF SPECIAL INSPECTOR SHALL BE IN CONFORMANCE WITH THE REQUIREMENTS OF � � � � 4" CLASS 2 i CHAPTER 17 OF 2010 CALIFORNIA BUILDING CODE. REFER TO TABLES ON THIS SHEET FOR i � � � w� i AGGREGATE BASE i � � I j,+� I `�1 �. DESIGN CRITERIA iNSPECTION SCHEDULE. ' � / � � � i OVER COMPACTED i i I � 5. P R E M A T U R E N O T I F I C A T I O N O F A N Y I N S P E C T I O N S H A t L R E S U L T I N A D DITIONAL VISITS WITH ALL � � / � i � � S U B G R A DE PER i i � � � i T r e n d Z I t 1 0 1 2 S [ EXPENSES AT CONTRACTORS EXPENSE. : I TI N BY THE CONTRACTOR FOR INSPECTION ON A TIMELY BASIS MAY i � � ! ; i S O I L R E P O R T. � i I � � C O D E: 2 0 1 0 C A L I F O R N I A B U I L D I N G C O D E 6. F A I L U R E O F N O T I F C A 0 , � I � i i ! � I I Y;;e,�t�:C�j??C:; � DESIGN LOADS: R E S U L T I N C O M P L E f E R E M O V A L A N D R E P L A C E M E N T O F A L L W O R K P E R F O R M E D A T C O N T R A C T O R S ' I I i �'° � EXPENSE. : I � i I a i � � � i � S ISMI : . . . . . . . . . . . . . • • SITE CIASS "D" � 7. SPECIAL INSPECTION REQUIRED FOR: _=_- + { � � i --- SDC= D ' � � � j� � � __ --- M C E A T 0.2 0s Ss=1.8 3 3 , / . ( , j , � • ------------------- J � � / MCE AT 1.00s S =0.690 RE�UIRED ' ( �' I I �� � � I � I � S I T E C O E F F I CI E NI� AT 0.2s, Fa=1.833 ITEM Y E S N O N/A : � � � , • I � � SITE COEFFICIENT AT 1.Os, Fv=1.035 _'� : : = 2 so =o.sso : � � � 1 5 5 0 V A L L E Y V I S T A D R I V E ; L.._.._._.._._.._ ._.._._._.._._.._.._._.._.J � I s°S i. 22, � CONCRETE OVER 2500 PSI AT 28 DAYS . . . . . . . . . . . . . . . . . . . . !� ❑ ❑ _ � ;� � I I DIAMOND BAR, CA 91765 CONCRETE PLACEMENT AT SLAB-ON-GRADE . . . . . . . . . . . . . . . . . . (gr ❑ � . - WRITTEN CERTIFICATION FOR PROPER PLACEMENT OF REINFORCEMENTS . - � � � � 3 ( I _ � TYP S2 � . ( C. FOUNDATION AT S�a,6-ON-GRaDE. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . � ❑ ❑ ; I :- :,___� I s2 � � ° REINFORCING PLACEMENT VERIFICATION OF MILL REPORT AND 1. FOUNDATION DESIGN IS BASED ON ALLOWABLE BEARING PRESSURE OF 1000 PSF. NO SOIL IDENTIFICATION OF STEEL AND AT JOB SITE . . . . . . . . . . . . . . . . . . 6,� ❑ ❑ � � ' � �'-----------^----�--�-----+----J ' � REPORT IS PROVIDED. r� � FOUNDATION IS MINIMUM AT A DEPTH OF 18" BELOW LOWEST FINAL ADJACENT GRADE OR EPDXY BOLTS AND EPDXY REINFORCING BARS IN CONCREfE OR MASQNRY . � ❑ ❑ � � ' � ��� _ F ° f ' � / � � � I2 BELOW THE BOTTOM OF SLAB ON GRADE WHICHEVER IS GREATER. ANCHOR BOLT INSTALlATION AND PLACEMENT IN CONCRETE . . . . . . . . . � � ❑ i � / '- •' � � r � � 5 � I 4. PROVIDE A MINIMUM OF 90% RELATIVE COMPACTION. FOUNDATION EXCAVATION AND COMPACTION . . . . . . . . . . � � ❑ : � �`��� .•' � �� ,� ' . ._.:: ! 5. THE GEOTECHNICAL ENGINEER IS TO CERTIFY THE SOIL CONDITION DURING EXCAVATION THAT THE , ._ ,. . . . . . . . . . , � f� � / ,, ' � � � S2„ F F . ' : ,__ . :: � ._ � .. � � I DESIGN BEARING PRESSSURE IS ACCEPTABLE AND PER SOIL CONDITION DURING HIS OR HER � ' ' r INSPECTION. I � ♦ �. / �f�.�_... J � I AND BUILDING PADS SHALL BE 8. FIELD SITE VISITS BY THE STRUCTURAL ENGINEER DO NOT CONSTITUTE AN INSPECTION. ; I � � � ' � I VATI N FILLING BACK FILL NG �� _� ,�':� � : „ I � � 6. A L L F O U N D A T I O N E X C A 0 , , , � INSPECTED AND APPROVED BY THE SOILS ENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE : I ; ', �,r � C L R. FOR ALL SHORING NECESSARY TO SUPPORT CUT AND/OR FILL SECTIONS DURING EXCAVATION, '' L ---------- � � � �rt � J AND FOR FORMING AND PLACEMENT OF CONCREfE. i , l ' 2 4 � i:� : � � i:! 7. GEOTECHNICAL ENGINEER SHALL BE RETAINED TO PERFORM SITE OBSERVATION DURING S2 `�;i', , EXCAVATION. SITE OBSERVATION SHALL CONFORM TO CBC SECTION 1803. ABBREVIATIONS S2 � � - N0. NUMBER � 3 . ; � ABV. ABOVE E.N. EDGE NAILING (N) NEW ' ' ADD'L ADDITIONAL EQ, EQUAL O.H. OPPOSITE HAND ' • D. STRUCTURAL STEEL ALT. ALTERNATE O.C. ON CENTER . ? EXT. EXTERIOR : � �� RE I 1. ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE LATEST EDITION OF AISC MANUAL A•B- ANCHOR BOLT E.S. EACH SIDE OPNG. OPENING : ; i � �0����� OF STEEL CONSTRUCTION AND SHALL BE DETAILED. FABRICATED AND ERECTED IN CONFORMANCE A.F.F. ABOVE FINISHED FLOOR EXIST. EXISTING OPP. OPPOSITE ± '• A . OF P.P. PARTIAL PENETRATION .' � � � � � � �� � p���p.H���� � � WITH THE AISC SPECIFICATIONS. A.I.S.C. AMERICAN INSTITUTE (E) EXISTING � � � � /�► � � � STEEL CONSTRUCTION EMBED. EMBEDMENT PERP. PERPENDICULAR 2. MATERIALS: PL. PLATE � PQ���� � � i A.S.T.M. TESTING MAT�ERIIAL �F F.O.S. FACE OF STUD PSI POUNDS PER � ��' � �� S1 � � :�^�',� .�ze �, � F.S. FAR SIDE SCALE: 1/2 -1 -0 'f� � � �o I * TUBE MEMBERS. . . . . . . . . . . . . . . . . . ASTM A500, GRADE B (FY=46 KSI) & AND SQUARE INCH L ANGLE N. FIN SH F O O T PSF POUNDS PER y �� ��3 �,- ��:���SN��'c,G,�,,. ' * SHAPES COLUMNS & BEAMS . . . . . . . . . ASTM A572 GRADE 50 OR DUAL (FY 50KS1) ARCH. ARCHITECT FLR. FLOOR SQUARE FOOT y �� � � �Y, k���• �,�, I � AT REQ'D. REQUIRED o�a�-�EP�.�c�� ..�o� ��. � ; * ANGLES & PLATES . . . . . . . . . . . . . . . . ASTM A36 FTG. FOOTING s��2�� Gw�' y 1� BLK. BLOCK oti � �� •,��ti ��,-.;��,� � FOUND. FOUNDATION S.A.D. SEE ARCHITECTURAL QQR ZO �R :,y�ti�� �. BLW. BELOW FRMG. FRAMING DRAWINGS '��s����°o� �'������ ; SHTG. SHEATHING BM. BEAM F.P. FULL PENETRATION ' H LL FURNISH SHOP DRAWINGS OF ALL STEEL FOR REVIEW SHT. SHEET GO o�P��RP�A�F�U 3. STRUCTURAL STEEL FABRICATORS S A BTWN. BETWEEN GRD. GRADE �o i OF STRUCTURAL ENGINEER PRIOR TO FABRICATION. BOTT. BOTTOM GA. GAUGE SIM. SIMILAR I 4. ALL STEEL FABRICATION SHALL BE BY AN APPROVED DIAMOND BAR BLDG. DEPT. STEEL FABRICATOR BLKG. BLOCKING GALV. GALVANIZED SPEC. SPECIFICATION AND PERFORMED IN A SHOP APPROVED BY THE DIAMOND BAR BUILDING DEPARTMENT. BLDG. BUILDING G,g. GRADE BEAM SQ. SQUARE i 5. EXCEPT WHERE ENCASED IN MASONRY, CONCRETE OR SPRAYED ON FIRE PROOFING. ALL STEEL BRG. BEARING GYP.BRD. GYPSUM BOARD STD. STANDARD SHALL RECEIVE ONE SHOP COAT OF RUST INHIBITIVE PRIMER. B/ BOTTOM OF GEN. GENERAL STIFF. STIFFENER 6. HOLES SHALL NOT BE PLACED IN STEEL MEMBERS UNLESS SPECIFICALLY DETAILED ON CANT. CANTILEVER HGR. HANGER STRUCT. STRUCTURAL/STRUCTURE DRAWINGS. STEEL MEMBERS SHALL BE SHORED WHEN PERMISSIBLE HOLES ARE CUT OR BURNED. CL CENTERLINE HT. HEIGHT SCHED. SCHEDULE I ; CLR. CLEAR (CLEARANCE) HORIZ. HORIZONTAL STL. STEEL ��� , ' � -. - , : ��: . _ ��"��� �������t ,. � :; __ � s��:c����,: ������:�r�+�� ���c��a_����c��t;a� BOLT HOLES SHALL CONFORM TO AISC SPECIFICATION, AND SHALL BE STANDARD HOLES UNLESS ��`��i��. ����� � OTHERWISE NOTED. COL COLUMN INT. INTERIOR T&B TOP AND BOTTOM � : , � ������� '; CONC. CONCRETE .,� " THK. THICKNESS '` INCH .. . .. ' � ` , , . , r :., ,, a ;; - �:.:;� s < � ; IN. >_. ° .� ,. . : M .� „. .: � r�n��.r��� r��a3:. - ,:>,> ;:: , ... :: `, � VIDED WITH � � TT���f,,r�€#� �a���c����n��r�.�.���s� ,�ras r� �, 7. HIGH STRENGTH BOLTS SHALL CONFORM TO ASTM A325N OR A490, AND BE PRO CONN. CONNECTION TS. TUBE STEEL STRUCTURAL JT. JOINT � x�° P P � F�' ��,��,� � � ' HARDENED WASHERS CONFORMING TO ASTM F436. CONT. CONTINUOUS JST. JOIST TUBING TYPICAL \ ' � � �,,,, "`;�"` �,' \ ; ' � <i�- � I ��i�:�:� . T TOP OF ,i��� : ��� �zi�.�� �,::: � ',; 8. STRUCTURAL STEEL SHALL BE DELIVERED TO THE JOB SITE FREE OF RUST, MILL SCALE. CONST. CONSTRUCTION LG. LONG � ::��'����� ��������``� ; � � � :; '' < i ' ' . .; .� . ` : . <: ; �.: ; � _ > ^ � •�`��� > � _ � �• an o�et " a : � , < �� �.;• _ -� _.., ... ��s . �����. , t_ �efsr►r��.S�at��n C. s t s�.. � : T.O.S. TOP OF STEEL ���€� �a���:�a����,�„f� �a�r:z:�} : �t;��i�°€.���.�-��t�..r��.��r��°� ���€�.� ,. � � _Ao�u p ., ;. GREASE ETC. C.C. CENTER TO CENTER . LONG LEG HORIZONTAL €-_ .. � � - _ . �. '�- - . . . � - _: �;; .. � . L.L H• t': ) a� • Y F# _��.. � THRU THROUGH i�a«��:�. .�d3E�:� c�d d���E�ra��m�: �.����.:sel�n���.�aa���ecE�,.s ��a;i�nw [ � CLG. CEILING LL.V LONG LEG VERTICAL ( ' , . ��i�id-sttuin�A�:�r�tivns tC c�►�tcnu�usl ,.�������������������� `�.������������.����� :: E. WELDING C.J. CEILING JOIST M,g, MACHINE BOLT T/FTG. TOP OF FOOTING x�:E����:����. ,� �,����,a���fr '�an�t�sisuns�P�ri��:1: � f >a:.� � � .: �: ., • �, >, , �r- . ' �_' u .:.3�L�7�'tits ����,.7� �a i���������� ':; DET. DETAIL MFGR. MANUFACTURER . O UNLES5 NOTED OTHERWISE •�` �����i�-��_.....�...:w._....�.._.....;._._._.._._'�............._.. ' �:�a�it�� „�it.tt�� ..S€��+r .sils c:t�i��nr �n „ U N. . � I {NG CODE _ . : , ..::<.<� .. <::. .<.-�_ €:F �, �: , <. T TEST EDITION OF THE STRUCTURAL WELD �:. ,.� � :.� , s���,<>�� ���.�.�.�..��� .> , � rt�ld��:s c���;�� ' 1. ALL WELDING SHALL CONFORM TO HE LA DIA. DIAMETER MAX. MAXIMUM '. �.T��t. �. �.< >. . _ �I rae�s ^ � . : �c��������� ��;�����r��� t��� , _ . .,. :.;.: . - �� ., o.i , _ ...:-.'2. . . . .. . ....- -......` . :�-: ': - �• �• • • �n �' .... .. t. . �� S,: :�': ::. . : �:���3 ez� r�. r �€ ;< .• _�. . .<. �. 4�e S�rsini.S4szern C��i� �nt i ANSI/AWS D1.1 2006 . DIMENSION U.N. UNLESS NOTED ,�t�i,s�......< I�� , �..��.� £:<,F�f��>.t:r��,�i�€�r�w=�c�4��:.�:.��..r�s:���a��t� ,; ;C�11� t�m�ed,.t ! . ,- : . ,�''� I�t� ".4. C�������t ��� � :�t�. �'1€'.�tl ;:;; B�. MTL. METAL £ � ' �����s..i.r��,�:������i� < C c��sn�4ctc�F�s l.Per��ircl: ; lNG SHALL BE PERFORMED USING THE SHIELDED METAL ARC WELDING U VERT. VERTICAL 2. ALL WELD DOUBLE MISC. MISCELLANEO S , ; ' T�s��� �� '���84 DN. , __ _ ��e���ri� �S�:re�s•?lit;r;al��f�n[ -t�uEtin<w Y�Stru�� _t3raF� '. � � : � H UBMERGED ARC WELDING PROCESS V.I.F. VERIFY IN FIELD - PROCESS MAW WITH E70XX ELECTRODES OR T E S MINIMUM ` �•'• �" • �y:�Y�.�i�€int= ;.: � ) DIAPH. DOWN MIN. ,. a��c.��t.���� € �z � - ` ' � .. ,. , f._ c fia�i��at�zn� W 4th�s ; t ;: k - �SAW WITH E70XX. LOW HYDROGEN ELECTRODES SHALL BE USED AND PARENT METALS DIAPHRAGM N.S. NEAR SIDE '�.`�`''€'�`'��'��'E4;���`�;��"� ) E.F. W� WITH �€�i��r�.���r�r�� ���I#c���rg�t�4�r�;n�� �P�er�uui�ii:esic3ns �ei�sns�S;�st.:m C��1[11�3i1Cdi1%13: ; i SHALL BE PREHEATED. EACH FACE N.T.S. NOT TO SCALE yy,p, WORKING POINT " �-�'�F� :a���� ���� ��; ,� '�a���� ?�,�It�. �i���rr�r�t cxf R�;ts,tr iF��icx#ict �Pi�+.��nt�s:'C:�nrr�te iC'urf�ir�n:►:�:.1 �#�arr;f�: U( ;.�._._A..---•:.. _....._ OND BAR BUILDING DEPARTMEN7. ' `" ` 3. ALL WELDING SHALL BE PERFORMED BY A WELDER, CERTIFIED BY DIAM ` � �1��..i����r�i����;cc}:a�x��'s�:- ;���,��ai.€���f��,��.€g���i,�;t s:ai't�sa�t��c�� �Stcx��R�f���i�icss Fic�ur� ��*�3mic��sr���c�ns�r�s,� � ALL FIELD WELDING SHALL BE CONTINUOUSLY INSPECTED BY A REGISTERED DEPUTY INSPECTOR. � • ' �'��""�`�3°�����`�'`'`�' O�`� G'�''�� � DIAMOND BAR BUILLDING DEPARTMENT ���'���������r'�'���'� '��s����A�A��&��. �pFESS1 � ALL FIELD WELDfNG MUST BE INDICATED ON SHOP DRAWINGS. I �M#� i�tc irx��+a:r.z€c.� ::�c�n�in�,avtr�[r��c�s€is�.�r� i LICNESED SHOP IS REQUIRED FOR SHOP WELDS. x��c�t�r;�$�A'�E�a�� �.'�tl�a�t�£as3���c��s�'�;��i�xs: a:tr�hi��cit�sai i.om��nents SeSn.�.�S�t�tn Cc�m��c:rt� , „�vQ J���H�N/���'��'�C-� � � ; , 1t'alis.��I���irs�;P�rit33iL3: c_•_, �� � � � P S D WELDED CONNECTIONS SHALL BE FILLED AND GROUND SMOOTH AND a:>�irki2,�"•��:'�i���i'�I��.f����a p�.<. :''J"C13�dj��€��.t3€➢3�:Iit3fi. , • 4. ALLEXOE � m� ;:; .� . . �, , > .� � ,. ,ag� :�ui�x�i�t��: ;;:Fxi�:ric►r�'tt�c�;3ia�� �.��;.Lrir�r t'e��:c:r �`�;�r.-�S�.�r:n�l�i�'al(s u' � = 45 � :w ,�a�c�s��:�f.��� ::��.:.3��t�i�tr<3�i.?.�F(.�� .d. :-:C� Q No.C 5.,0 � . . ,tl��; ` SUBJECT TO ARCHITECTS APPROVAL. w�ta�r��. r����€s�� ���"sr���€��r���t��.i : ._ ; , .,,, , < _ . -. �x . i _. .. .. � �C 5. ALL WELDS NOT SPECIFIED SHALL BE CONTlNUOUS FILLET WELDS. SIZE OF WELDS SHALL ; ' ?A;i}"fi: :;3�fech�ntcai�i.l�r,zr�c.a� �(+F3M1fC��`5(�#31 L.CSi11�lt72�C'f�i3 f � BASED ON AISC STANDARDS FOR THICKER MATERIAL CONNECTED. , �. t=quip�a:nt In�;alC�t i:3n�I'�ri�'��ii��: � � �! ; BE ��L�`T �R� ��,�'i' ;:,F�1' _ , :_.s} CtvtL V E REPORT S Y �.Anchc�c��,�-f:mer�:rscy�R;�tancibg�Pt�v�•rr � 6. ALL FIELD WELDS SHALL HAVE SPECIAL INSPECTION. DEPUTY INSPECTOR SHALL PRO ID O ` ` W I��r�s�r�zsx�1�����i€r�x '�r��a��i�;�i�, _.�::i �:��€��s����i �:�An�ht+ra���C'ithrr�t+:ctr�,at E�sts�xn�c}t rF�� �s� . AND SUBMITTED TO BUILDING OFFICIAL AND ARCHITECT OF RECORDS. � � " �T� - � v W ���t�.r�:<i�=s�, x�?i:;l :�.,�+,tn�:iza4c� � , L St�pg�utt ot'E��i:'lC�311fittL°�T1''ri�ttitt�l�{�XEti'�LS�F�3iit�i�IS � : � ' � . ..�. I ��trs�.t��r���€.}s��t�y ���;a-�;.r:��.tn.�;::�s.€�;.�..t�,1�• •�:��If s�r����:w,����<�€��°��f �:�ir���,�€� �L'i�csts�an isc�3�tiicnl Jst�, i �3�����3 . M ; r T7�t�;r•sted S�€�rz�rc:ri•�s�zrn Yi.�rii�sii�;� /� � � � � F. CONCRETE ` � . :`.�������.i�:.����3�Yn. � +n-� ��i. ��:t�mic€ss�i�€i�n 5ys�et� �.:I at+�;c�t��r�fY3.r€�f��i -�rista3lat�t�n tPe�.�act 'U ' 1. ALL CONCRETE MATERIALS, CONSTRUCTION AND WORKMANSHfP SHALL CONFORM TO THE LATEST t������t ?"��►���"_' ������� ���>��:.w �������'�'��'�"���� ` I, ADOPTED EDITION OF THE ACI CODE AND SPECIFICATION (ACI-318-08 & ACI-301} AND ' � = � I P�}��� ;:� r: :�'1tE:era �'s � & 2010 CALIFORNIA BUILDING CODE. i...J A �r�.�� x� � , - �i33>9,:�r ' i.: , � � ' S�w�•'_ts#��: - 2. THE MAX{MUM SLUMP AT PLACEMENT SHALL NOT EXCEED 4 INCHES FOR ALL CONCRETE. AREA OF WORK "` ' � ; t=ritF � ' �? ' < `l��d�idu�ls K�o�are emplov�31��thr.ce firm��ust nacei t�ea�qusi:i.licaiirin�x�atc�3 ir�"!'rirc�#e�►�uf Spsc►af in�pertinn"tn ' ; S� �����€�t�a�t���;€��su��:�s��:�:.€�e �.�i��ir���pl�r��s�tat ��.::�:�r�tirtt€��t� ta�p�s::����� ����rix�€�€t�.�?c..°i�.�n �rf�r�n ihe;���ciat Inspeetsrsn�. ( 3. UNLESS NOTED THE MINIMUM COMPRESSIVE STRENGTH OF CONCRETE AT 28 DAYS SHALL BE I I , ry �.. -���.�....�.w...��������:���,������a���;�,���3���=,�� ���� � G E N E RAL N OTES, KEY ; - , AS DESIGNATED BELOW; p O O O o ' e?�II?'��r��£3i'l��d�I�a"U'��`�1�� ' =,:�iI${.u�fit'��l�i:�€C3#B ;:: �`�IEL3.�is ii1:'.�i��`.:CIi£311:t'�i3€Fi?��a�i�dl�C!��L�:�idL'3�i; '? � o o . < .55 PLAN, & GENERATOR ! FOUNDATION. . . . . . . . . . . . . . . . . . . . . . .2500 PSI (W/C- 0 ) `af��t.�rrli tc�is3�* ; _ . � J p, ': , ,_; � . . : .,•> : -� '. . , • � � ��_�f > u€��u ri�1a>:�t�.�t < Frt�s'Lc3�am�: 1.! +�`J ._, ._. ._..,.........,........_...__........_----.�._ ,._._._--------------........_.��._.. � 2500 PSI W C� 0.58 � ' .:���a�-a�.�,�,.t��.s�l�r�-r����t:i�� ..�€�r�t�ra��i.�3w_ �s.� c � : � SLAB ON GRADE . . . . . . . . . . . . . . . . . . . . � � � ; ��������� .����������:���,���������_������:���_�����,�:��.�f��. ����������� . �..�..v�.�����...�..... .,�m...�.._._ .. _,. ... �. E N O S U RE P LAN r 3 CL � - ;:� M��Fu`���{i��, w-i...a��`��.���T�Zt���_Lsr�ig)�£ �.','��F�E.'j'�#d;fii�L ��.�"§�i;;�i.��3 _ �t �r� ,y� �a >> -.e •�t s �i�i:i:��.UCs9l£(5I1: � t7 '�`! _ _ .�,. .1!"t.'.»...,............................�......_._..................�............,....-...._M.......,...... � s:.'�iI>�����ri3���'zs.ar;��ra� v ���*�a�:�t€c��t����t�.sF�c:€H�fa.��,:s?�:��k�����r►s�;3�,z����c,€a t:>�.t. l �.,..,.�,. �... ..���,�.�.�< ...._ w �...a� i 4. ALL REINFORCWG BARS. WIRE MESH, ANCHOR BOLTS. HOLD DOWN ANCHORS AND OTHER I ' � � � CONCRETE INSERTS SHALL BE SECURED IN CORRECT PIACEMENT POSITION, AND APPROVED BY �������� W����{$e����~` t�t� �j� f��* � �Y11f{Fl�:. �'�i}Lf#illLliYt3';k�TS`x�ii:�lY3�4: '.�..� �k?'1�3'L1�Y[�33�xiCl$�F7� ' !' . . � ._ E _.:. -.��.-. . ��...'.-. .•.ef:'. . . �.. •3i :.. . :rs,.: , • :..� ..�".�. �.-� '. SJ)4'�L�. . .��.-,*,��..�...E�'W�/��� �i�{:���1.$�i'.�..�,..._.,. � _ THE BUILDlNG INSPECTOR PRIOR TO PLACING CONCRETE. ` � �� a o ��ra�i�r���: �:�f.;�>t.�:�e��+��:It!;�. c.,E��3. � �'�z'��.�te:t>t_�s�.i#�� � I ; ';:kz:�)tc:t't:F:�' .w E'€'�,'•�t��'4�z.���nT(�t`s�l#s;�tis3s� .,..,.........,.,�..........._....._._..._,. ..._....«..:...:..,...... � ���}�'ic���t 2�'2.��I ri��ks r��erv��. ;�����t of f�=� � _.�t3�i�•.�.3.'.�ilTi':�tc�l�3�x ... klJ�:t'�L.f�3C�;1C�5:1�;i k�8''8�3r€t,G`�;1i,�{.� �i'��::i7�C!'�1 GF�� f i �. °i �Cil�i��': .._ . ... ._..... �. _ ......._.-.....,...,............._................ ...............�.......,... �n M�-n.c'�I'S-C"c`�, e�l�,�;�i.:fL??l��r€��.?C�i�'ll+.^,�;�� .. ., . : . � .;< . ,_` , �: . . ,,. .... ; > � .� ...._ . � . �' i . REINFORCING STEEL p 1 ... . _ .; . ��ni;ni��u��. �z"ta3�31a. ...�. _. _. . ...�,. . _..�.......... _._...._...._ _.._ . , �a :..:����al�.,���€���.�.�.ar�g:���� E'�:�Pt..�.:Tit��.�, �. fiie_c�nsrble i?:si�n t�ref���c��u�1(�:n����:c:riA�i.S`�S�ri'LLJ Ilyii(t}�;;�� a'�utca�;�.^.:ir��.��€t=���zt ��r;;?�s�i�r�ir�ti�r��:'sr�� � 1. ALL REINFORCING STEEL N0. 4 OR LARGER SHALL CONFORM TO THE REQUIREMENTS OF �`'��"�� '�'�����='�'`�� '� � �Y � � � ����a���,zn��-� : �:.; ° f .t' ... �� . ASTM A615, GRADE 60 AND N0. 3 OR SMALLER, SHALL CONFORM TO ASTM A615. GRADE 40 �� ��������' ��� , • _ < �.7Ew�9it��#'P�'£�EsLiD a3°'�ITY �.: � :i 9 �I'h8[Lti'C: ��..�+''f\....w^� �.}SC�. _,....................- ,._ - -_ l�� 1 U.N.O.. ALL RE{NFORCING SHALL BFJ�R MILL STOCK IDENTIFICATION. • s __........._... ._._.. ,_..__.w. _... ..... , ,.....,, ::. .....___:._,_....,.._..,,........�._.,._........._ .......�__,.�.. _. L��Ie: , ' �,�.ra�t�:���rt�I:sa�,l�� ��k��.ax �_ : ; s A�rt;:or��c�xi�i;��'��s�rur � 2. CLEAR COVERAGE OF CONCRETE OVER OUTER REINFORCING BARS SHALL BE AS FOLLOW: o � � ; �t;t-�sw�,a�1���.�t�=�� ..,;' ,w..w.�' ' ' 04.02.13 � �.�,..�.. �.L�rr��ct��}n tz.>��.ic�,� ��c;�s I�F2 ,�; .:_:_..�� _...�:.: � ._.._ _.,..� .___.:: . . S . � a' .`.-;. � �' T1. , r. "Y j 7. �: ._., .� �..� , r ��•.•��a.,s���u�l�.�a�t��.}�� �.:��ns.��� [�� s.t€� -; -, .:-. � . .. , � � �is�aeelt: �cial an, �ilicsnmL�sures. E3;a��t�b . ( A. CONCRETE CAST AGAINST EARTH. . . . . . . .3" ���������_�����'��#&� �������������. .��� �$ , � I �i3•"�'�sisa��, u�it"i�r�sa��I�s�,��zr� w"L�r s���it� �: ���a�st��t� �..:�?i�, i'h�R�s�ns�ts:..Gti�s3�n Atuts�.ron�l���t5 c+n t�r uuz�+.r a tszh3lf ta ccx+r t .�n .�x. � B. FORMED CONCRETE AGAINTS EARTH p��,���� ��;����;�E� � JCR � FOR 5 BARS & SMALLER . . . . . . . . . . 1 �/ " � # 2 w i���r€:t��n�c��rt€�,t�r•�t�,.€���s.�� � , �>�. 2b ....._..._. . . ._..__._._............ . .. .. . ...._ .�.. 201234 FOR 6 BARS & LARGER . . . . . . . . . . . . _ j . I # _ �.............----.. ._.._�... _r....� _ ,....,_ ...... .. , �r,�:.. ,�.a . . f . � ' ; ,- r-� ._��, . ..;:.: :�- ' -- :.� : . �: .......:�. � � -s� t G FORMED CONCRETE NOT INCLUDED �;�� na��€e; , ABOVE. . . . . . . . . . . . . . . . . . . . . . .3l4" Trendzitions/Diamond Bar/1550 Valley VistaNHA I � �,/ f � � � � Y � � � �;���:: . i SC ALE: N.T.S. � : S1 � ; � � � ; _ � _ � ; _ _ � ; � - � _ _ _ -- __ _ - _ -�.r.��-�_ --- .�: ., • - _ � � � � __ - __ _` -�� __ -- -- _ � � -_ - _ - �� ��--�"-_='�:�-'�ti._�, .�-s3�,�-__� �-3��� . . STRUCTURAL TEST AND SPECIAL INSPECTIONS �.����� ,�_ _-�-. _ #3 CLOSED TIES -�- -�=���.�.,F� _� �� ��� y��J- 011 COUNTY OF LOS ANGELES � �s" o.c. ������-�-= , 333 EI Camino Real, Tustin, California 92780 O+ 714.832.3333 F+ 714.838.2065 �yy� www.rengelarch.com WALL TYP. HORIZ. _ TABLE 1704.3 TABLE 1704.5.1 REGIUIRED VERIFICATION AND INSPECTION OF STEEL CONSTRUCTION OPENING WALL REINF. �����r��4i��r�� � LEV�L 1 RE(�UIRED VERIFICATION AND SPECIAL INSPECTION OF MASONRY CONSTRUCTION Date Description VERIFICATION AND INSPECTION CONTINUOUS PERIODIC REFERENCE STANDARDa IBC REFERENCE FREQUENCY OF INSPECTION REFERENCE FOR CFaITERIA � 01.14.13 ISSUE FOR PLAN CHECK _....---------...------_...._ ...........-----------..._..---------------_...__......._..-�-------------- 1. MATERIAL VERIFICATION OF HIGH-STRENGTH BOLTS, VERIFICATION AND INSPECTION CONTINUOUS PERIODIC IBC TMS 402/ACI TMS 602/ACI � a a . t .:� �.+ .:• .:• � 01.14.13 ISSUE FOR BID = SECTION 530/ASCE 5 530.1/ASCE 6 � � _ d � ,..� > � r.� v..� ---�----------��--------�--- -- � ------------- - -----�--�--��--��-�--------�-------- WASHERS: -------------....._..------ ------.._...-....................-._......._�----�---------------�----_..__ A. IDENTIFICATION MARKINGS TO 1. COMPLIANCE WITH REQUIRED INSPECTION I I �N � .• � .' � . � a.. • � a: • 01.24.13 BID ADDENDUM#1 � TO CONFORM TO ASTM STANDARD AISC 360, SECTION A3.3 I I c� � 01.28.13 BID ADDENDUM #2 � PROVISIONS OF THE CONSTRUCTION - - ART.1.5 ( GENERATOR � � -----_..-.-----------__---.---- ---------.-----..................................--......----------------- AND APPLICABLE ASTM - X SPECIFIED IN THE APPROVED - X MATERIAL STANDARDS DOCUMENTS AND THE APPROVED SUBMITTALS „ 02.21.13 PLC. CORRECTIONS -- --� ---�------ ------- -� ------��- --� --------�-------- CONSTRUCTION DOCUMENTS. SHALL BE VEIRIFIED ----------------- _...-------�--�- B. MANUFACTURER'S CERTIFICATE OF ( � 3-�/ "� HILTI JAMB REINF. 8 � 2 SEE SCHED. TYP. 03.07.13 ISSUE FOR CITY APPROVAL ; --- --� __...----��---- ..� ..................................................................�--��-------�--�-�--� 2 EXTERIOR WORK FIRE 'KB-TZ' x3 / " COMPLIANCE REQUIRED. - X - 2. VERIFICATION OF fm AND fqq� PRIOR - - - - - - - - - - - - - - - - - EMBED. �LONG SIDE 03.13.13 APPROVAL 2. INSPECTION OF HIGH-STRENGTH TO CONSTRUCTION EXCEPT WHERE - X - - ART. 1.46 'C' CHANNEL BY OTHERS PER ICC ESR #1917 �� BOLTING: SPECIFICALLY' EXEMPTED BY THIS CODE A. SNUG-TIGHT JOINTS. EXTERIOR WORK FOR �. ; ,_ . . - X � Y . � . . -� , WIDTHNG � � v REINFL <, �:� . yy _--------------�--------- PLANNING_APPROVAL-------__... i � B. PRETENSIONED AND SLIP-CRITICAL 3. VERIFICATION OF SLUMP FLOW AND VSI . � � A �� � JOINTS USING TURN-OF NUTS WITH AS DELIVEREID TO THE SITE FOR SELF- X - - - ART. 1.56.1.b.3 UP TO 3'-4" 2'-0" 2-#5 � 16"o.c. ���������; MATCHMARKING, TWIST-OFF BOLT OR CONSOLIDATIMIG GROUT DIRECT TENSION INDICATOR MEfHODS 3'-5" TO 6'-8" 2'-8" 4- 5 � 1 E"o.c. � CONC. SLAB # No. Date Description OF INSTALLATION. AISC 360, SECTION M2.5 1704.3.3 7'-4" TO 9'-4" 3'-4" 6-#5 � 8"o.c. -------------------�----- -�-------........._..-�-----......--- -----------........_._............_...--------.._...--------- � C. PRETENSIONED AND SLIP-CRITICAL 4. AS MASONRY CONSTRUCTION BEGINS, THE FOLLOWING SHALL BE VERIFIED TO ENSURE COMPLIANCE: JOINTS USING TURN-OF NUT WITHOUT X 10'-0" TO 12'-0" 4'-0" 6-#5 � 8"o.c. -----��-�--------- -------------._......-�----....... ........---�---------......__........-----��-�----��---�----- F MATCHMARKING OR CALIBRATED 12'-8" TO 15'-4" 4'-8" 8-#5 � 8"o.c. ------.__............ ...------.......-.------------- -...-------.-------_.__.._--.---------._---..._...---- WRENCH METHODS OF INSTALLATION A. PROPORTI�NS OF SITE PREPARED MORTAR - X - - ART. 2.6A . ERIAL VERIFICATION OF STRUCTURAL �--�-----_............. .......�----��------......-------�-- .............-�--�----...._...._...........------��-�--�----�-�- ...................--- � -----------------_.....----�----. .....-�--�--------................................_....-------- STEEL AND COLD-FORMED STEEL DECK: . ONSTRUCTION OF MORTAR JOINTS - X - - ART. 3.3B , : ! A. FOR STRUCTURAL STEEL, IDENTIFICATION S E C T I O � S1 AL 1 -O 8 T YP. R E I N F. @ J A M B 0 P E N I N G S� AL� � �-F ......J_..-`.-_ ........-------.-.....-�------�- ��-�-�-�-------..._....__............-.----.------.---- MARKINGS TO CONFORM TO AISC 360 X AISC 360, SECTION M5.5 C. LOCATION OF REINFORCEMENT, .. , » „ , „ � -------........----------- ------......._..._...-------------..._..-----------.... . B. FOR OTHER STEEL, IDENTIFICATION CONNECTORS, PRESTRESSING TENDONS - - - ART. 3.4, 3.6A ------�--._.-�-------� ------�--��-��-----��-�--- --�------- ---._...---------�---...--�---.... � = MARKINGS TO CONFORM TO ASTM X APPLICABLE ASTM AND ANCHORAGES � STANDARDS SPECIFIED IN THE APPROVED F MATERIAL STANDARD D. PRESTRESSING TECHNIQUE - X - - ART. 3.66 40d WIDTH OF OPNG. 40d CONSTRUCTION DOCUMENTS - 24" MIN. „A„ 4" MIN. � I C. MANUFACTURER'S CERTIFIED TEST X E. GRADE AND SIZE OF PRESTRESSING _ X - ART. 2.4B, 2.4H � `'►1 � REPORTS TENDONS AND ANCHORAGES � � ` LINTEL REINF. Tre n dZIt1012S f . 4. MATERIAL VERIFICATIONS OF WELD FILLER MATERIALS: SEE SCHEDULE JAMB REINF. TYP. BELOW EA. SIDE OF OPNG. � A. IDENTIFICATION MARKING TO CONFORM AISC 360, SECTION A3.5 5.. DURING CONSTRUCTION THE INSPECTION PROGRAM SHALL VERIFY: - "q" FULL HT. �,���f,�,��,,���,: � TO AWS SPECIFICATION IN THE APPROVED X AND APPLICABLE AWS A5 - #3 �12"o.c.x L E CONSTRUCTION DOCUMENTS DOCUMENTS g� W/ALT. BENT. 4 � B. MANUFACTURER'S CERTIFICATE OF A. SIZE AND LOCATION OF STRUCTURAL #3 CONT. _ X - - - X - - " ART. 3.3F S� -_=- -_- i COMPLIANCE REQUIRED ELEMENTS BEND HORIZ.90' 5. INSPECTION OF WELDING: DOWEL VERT. HOOKED BARS CONC. SLAB INTO EA SIDE OF OPNG ' A. STRUCTURAL STEEL AND COLD FORMED STEEL DECK: B. TYPE, SIZE AND LOCATION OF ANCHORS, 2-#5 MIN. TYP. 1550 VALLEY VISTA DRIVE INCLUDING OTHER DETAILS OF ANCHORAGE - X - SEC. 1.2.2(e) - - � ON GRADE 1. COMPLETE AND PARTIAL JOINT X . - OF MASONRY TO STRUCTURAL MEMBERS. 1.16.1 DIAMOND BAR, CA 91765 � - PENETRATION GROOVE WELDS 2. MULTIPASS FILLET WELDS. X _ FRAMES OR OTHER CONSTRUCTION ` #5 VERT � 16" O.C. W/ STD HOOK � BOT � 3. SINGLE-PASS FILLEf WELD>5/�6" X - � � � � � C. SPECIFIED SIZE, GRADE AND TYPE OF ������ . _ AWS D1.1 1704.3.1 REINFORCEMENT� ANCHOR BOLTS, - X - SEC. 1.15 ART. 2.4, 3.4 4. PLUG AND S�OT WELDS X , , _ PRESTRESSING TENDONS AND ANCHORAGES �����; : : �-�- ��: � ���--�������=-` �-��--�- ` ` -�-�- ---������ ---��- OPENING LINTEL 1-#4 H . _..___ , . � :.....;_ : : : :_............ : . . . . ... ..: . .. ..: : :.. ... . ... ... : � : . � . „ » „ _ � : 5 REINF. � 16 O.C. . . : : : : : � ' � - . H : : : : : : : : : : : : 5. SINGLE-PASS FILLET WELD<= ��g X ! : �................: : :......�-�--�--- : : : - �-�: : :................; : : - �...: ; ;................: ' WIDTH REINF. ABOVE LINTEL TYP � ..-:.-:.: : :.............:..: : :.:....:..._:..: : :..:....:....:_: : :.-:.._'...°..: : ;.:.....:--.-.:-.: : :.�_ � • I 6. FLOOR AND ROOF DECK WELDS. - X AWS D1.3 D. WELDING OF REINFORCING BARS - � ' ' � � � ' ' ' � ` ' � � � � � � UP TO 3 -4 1 -4 2 - #5 _______ _ __________ ___________ _________ ______ _ _: : : _ __ _ X SEC. 2.1.9.7.2, : ; : -- --- . " , " B. REINFORCING STEEL: 3.3.3.4(b) �_ „ �_ „ �_ „ _ 2��2y • • OP 4 EACHZCOURSE ( 3 5 TO 6 8 2 0 2 #5 1. VERIFICATION OF WELDABILITY OF E. PREPARATION, CONSTRUCTION AND CLR. WITHIN "H" - X ART. 1.8C, 7'-4" TO 9'-4" 2'-8" 2 - #5 = . REINFORCING STEEL OTHER THAN PROTECTION OF MASONRYDURING COLD SEC. 2104.3, ASTM A 706. WEATHER (TEMPERATUR BELOW 40 F) OR X 2104.4 �•8D 10'-0" TO 12'-0" 3'-4" 2 - #6 • • REINF. � BOT 2. REINFORCING STEEL-RESISTING HOT WEATHER (TEMPERATUR ABOVE 90 F) 12'-8" TO 15'-4" 4'-0" 2 - #g OF LINTEL BLOCK : FLEXURAL AND AXIAL FORCES 2" MIN. � IN INTERMEDIATE AND SPECIAL F. APPLICATION AND MEASUREMENT OF SECTION A-A � MOMENT FRAMES, AND BOUNDARY AWS D1.4 ACI 318: X - - - ART. 3.66 3 MAX PRESTRESSING FORCE ELEMENTS OF SPECIAL STRUCTURAL X - SECTION 3.5.2 - WALLS OF CONCREfE AND SHEAR REINFORCEMENT. SECTION SCALE 7 TYP. C . M. U. WALL OPENING SN�.T. S _ � 6. PRIOR TO GROUTING, THE FOLLOWING SHALL BE VERIFIED TO ENSURE COMPLIANCE: 1 1/2"=1'-0" 3. SHEAR REINFORCEMENT. X - 4. OTHER REINFORCING STEEL. - X A. GROUT SPACE IS CLEAN - X - ART. 3.2D C � 6. INSPECTION OF STEEL FRAME JOINT B. PLACEMENT OF REINFORCEMENT AND #3x C TYP. W/ ALT. HOOK 2#4 CONT. 6B � DETAILS FOR COMPLIANCE: CONNECTORS, AND PRESTRESSING - X - SEC. 1.13 ART. 3.4 S� i A. DETAILS SUCH AS BRACING AND X TENDONS AND ANCHORAGES 30" � f STIFFENING. - #4x30" � DOWELS � B. MEMBER LOCATIONS. - X - 1704.3.2 C. PROPORTIONS OF SITE-PREPARED GROUT � 24"O.C. k AND PRESTRESSING GROUT FOR BONDED - X - - ART. 2.6B � C. APPLICATION OF JOINT DETAILS 2-#5 AT EACH CONNECTION. X TENDONS 2#4 CONT. � ,�A �E 8" ��a�p,�o��'t P�L� a. WHEN APPLICABLE. SEE ALSO SECTION 1707.1, SPECIAL INSPECTION FOR THE SEISMIC RESISTANCE. D. CONSTRUCTION OF MORTAR JOINTS � - X - - ART. 3.36 A C - � �E���Q���� 4#5 CONT. ��v �p �, WA�L INTERSE�CTION � ., 7 . R T , .� G OU P LAC M NT E E SHAL V L BE ERIFI T ED 0 :., �� E 8 T TA 4 L S 0 L Q J 0 � � - - N N _ � A X RT. . 3 5 � `Z o . L ._� \ '�€::::::'>'�:,`>:::r:';>`;`<'`<::::'::::::::>::::::::i::::::::::::::z=::::::::::::::_::>:::::::::;:::>r.:?: . V �. "( � P t+ �A >:::>::::::::>::_:::::%>�.:<.�::::::: :::::::::.:::::::::.>:::<::::::::_<.::..>:_�:.:::::::::::<:::::;::::::::::::: :;;:.:: ENSURE COM � s o 2- 5 VERT. <<,.>:::��:::.::::::. .:::.:::::.:�. : :::.:::::: �::, , .... PLIANCE: F ;:.::.::.::.::.::.::.>:.::::.;:.. TABLE 1704.4 , �s .�v� .�. # a` j��;E?�aR�F.�N�s�ti (TOTAL 4) � � � � � � REOUIRED VERIFICATION AND INSPECTION OF CONCRETE CONSTRUCTION �,oF pE�r„ N�� F;�g � � � , , QPR�vZOBEaORD;��' a ONS Z:O�S � � '�r;< � a R P C t o - e� ;:;::.::>:<>� E 0 � VERIFICATION AND INSPECTION CONTINUOUS PERIODIC REFERENCE STANDARD IBC REFERENCE A. GROUTING OF PRESTRESSING BONDED tN StRU�`�op� S�P���;Ns� � , � ,• , - � TENDONS X - - - ART. 3.6C . . #3x C �8"o.c. ��pF A'� p�'�a��" `" s � 1. INSPECTION OF REINFORCING STEEL, �N�aa���� � � ��`� ��`��� ��� W/ALT. BEND F � INCLUDING PRESTRESSING TENDONS, - X ACI 318: 3.5, 7.1-7.7 1913.4 _ � ���'`�� � ;,���'���,�,��� � AND PLACEMENT. 8. PREPARATION OF ANY REQUIRED GROUT ��������:�:�:::;���,��'t���r�,�,:_��'t.'� .... ...: Sp 2#4 CONT. � ..�..��3..�...::�:r.i�.� .::!���..:;�k��...x::.��.�:..:::�.:�.:1.:�►.:<:::;:::: ECIMENTS, MORTARS SPECIMENTS AND OR �.::::::.:::::::::::::::::::::::::::::::...:::::::::::::.:::.::::::::::::::::::::::.. 2. INSPECTION F R � _ SEC. 2105.3.2 , 0 EINF R IN - 0 C G STEEL AR � X T. 1.4 '::::>::::::;::`�'��:��:�::::::�'�::::�:�:�$�:::::::::;::::::::::":::::::::::<::'::>:<::::`::::::<'':;: :::::::::::::::::<:>::;::�::::.< <:»;::>«:::: - .::::::.:,:::::::::.::....:::::::::::::::::::::::::::::::::::::::::::::::.:;;::::<.;>:.,::.: 2105.3 AW � WE IN I - - S D1.4 � LD G N A R CCO DAN WITH CE TAB LE R - P ISM HA S LL B RV E OBSE ED � ACI 318: . . . . _ 1704.3 ITEM 5b 352 . B # 3x CLOSED � » C TIES �8 o.c. NOTES: �';a�'">}; 3. INSPECTION OF BOLTS TO BE INSTALLED a. THE SPECIFIC STANDARD REFERENCED ARE THOSE LISTED IN CHAPTER 35 I 1. INTERLOCK ALL CORNERS AND INTERSECTIONS; IN CONCRETE PRIOR TO AND DURING s�' PLACEMENT OF CONCRETE WHERE X - 1911.5 NO TOOTHING ALLOWED �pFESS�p,y ALLOWABLE LOADS HAVE BEEN INCREASED ACI 318: 8.1.3, 21.2.8 ` 2. TYP. WALL REINF. NOT SHOWN FOR CLARITY. �t�,OQ�.�t�ANI'c� 4��./,, 1912.1 OR WHERE STRENGTH DESIGN IS USED �`� � �o z 4. INSPECTION OF ANCHORS INSTALLED _ ACI 318: 2#5 VERT. ��Q ¢ No. 5�045 � 37� IN HARDENED CONCRETE X 3.8.6, 8.1.3, 21.2.8 �9�2'� � � �x �[ : 5. VERIFYING USE OF REQUIRED DESIGN 1904.2.2, 1913.2 S E C T I O N SCALE � y � C � U �E I N F . � I N T E � S E C T. S3 A4E 1'-0" � T Ctv�"- ��`� � MIX. - X ACI 318: CH.4, 5.2-5.4 1913 3 3/4 -1 -0 � f� F ....._ � 6. AT THE TIME FRESH CONCRETE IS � WALL & FTG. : SAMPLED TO FABRICATE SPECIMENS ASTM C 172 T/CMU WALL ` � � r FOR STRENGTH TESTS, PERFORM SLUMP X - ASTM C 31 1913.10 2-�4 CONT. EL=8'-0" MAX. AND AIR CONTENT TESTS, AND ACI 318: 5.6, 5.8 DETERMINE THE TEMPERATURE OF THE CONCRETE . �'���t t;�9�; � 7. INSPECTION OF CONREfE AND 1913. � . � HSS 4x4x�/4 STL. POST � „ » SPECIAL INSPECTION � SHOTCRETE PLACEMENT FOR PROPER X ACI 318: 5.9, 5.10 1913.8 Q APPLICATION TECHNIQUES. F F � , 8 CMU WALL GROUTED SOLID NOTES, SECTIONS, vc � 8. INSPECTION FOR MAINTAINANCE OF ' SPECIFIED CURING TEMPERATURE AND - ACI 318: 5.11-5.13 �9�3•9 „ 4 HORIZ.�24"o.c. STAGG. D ETAI LS ` : TECHNIQUES. x I I T#YPv U N.O. �6 o.c. � EA. FACE U.N.O. f - - - - - - - - - - - - I � 9. INPECTION OF PRESSTRESSED CONCRETE: � ' a. APPLICATION OF PRESTRESSING FORCES X _ ACI 318: 18.20 - � � #5 VERT. DOWEL � ` 2-#4 CONT. b. GROUTING OF BONDED PRESTRESSING �( ACI 318: 18.18.4 - - - - -� � � 16"o.c. � EA. FACE ���}�r��t�t��'2..'�'i r=��ts r���rv��. f�����l c�f t�;� TENDONS IN THE SEISMIC-FORCE � TYP. �v�r��r�d�:�t s��a;1�e r��£����.ed:�a:��i FC.+��i�G���� RESISTING SYSTEM. I I EXP. JT. FILLER ����������~����''' �'�������������������3= i�;c:i��c�ir�� ���3�F:.�:c��:yir��,a�€';�����t��r;�;s.i€�r3 ir�v�:�:>ir:� i�::: I���.�`".�.��L+��. 10. ERECTION OF PRECAST CONCRETE � � '/2p �I a CONC. SLAB t��.�: � MEMBERS. X ACI 318: Ch. 16 - �/4 I -� � WHERE OCCURS, SEE PLAN 04.02.13 � FINISHED SUBGRADE 2�/2 �2� � - 11. VERIFICATION OF IN-SITU CONCRETE � WALL FT'G. SEE CIVIL DRAWING p�-���,,���z: JCR ` ;::. STRENGTH, PRIOR TO STRESSING OF T F.F. TENDONS IN POSTTENSIONED CONCRETE � L=0'-0" � � - AND PRIOR TO REMOVAL OF SHORES - X ACI 318: 6.2 - AND FORMS FROM BEAMS AND 3 � Z ':-' . ::: , � j > , STRUCTURAL SLABS. /� FL�210x10 - . :_:: ,._. :. � �::* �`•' �;;,:��_�; F _.__ ::----:: �-�� : . . � W 4-� "� A.B. x9" CONC. PAD PER PLAN � E��� �- . . _ � �.:.`�'` 201234 j _ EMBED. E 12. INSPECT FORMWORK FOR SHAPE. � _ _ �:�;�;����; LOCATION AND DIMENSIONS OF THE - X ACI 318: 6.1.1 - N � Trendzitions/Diamond Bar/1550 Valle VistaNHA � . . . . y CONCRETE MEMBER BEING FORMED. _ i� 'o:..� '>:..� � - - `: °: ����;: ........: : :....-�---: � ;:-- 2-#4 CONT. a. LI ABLE, SEE ALSO SECTION 1707.1. SPECIAL INSPECTION FOR THE SEISMIC RESISTANCE. _: � :.._______: : ;___ , 3"CLR. TYP. F.:...:...:.: : ::..:..:.: T&B. ° SEE PLAN �� � � r E SECTION SCALE „ 5 SECTION @ 8 " CMU FEIVCE S1ALE� _o„ 1 � , -, -o ► - - - - - -- � t : . 1 . � - � � ELECTRICAL SYMBOL LIST ' • ' • _ -- -6 � _ -__ - - - � - - � - - - - - _ _ _ -- - _- - - -- - � - - - - - - - - - - - - �- - - _ _ _ , . ------------ - - - - - - SYMBOL DESCRIPTION _ -- -- ---_ — ___- _ ' - ---- -------------------------------------- ------_-----------------------------------_----- -------- ---_--- ---------_----------- -__---------------------------------------------------- = -- _=- - _ - _ -T�` ��� - � , : - -- -- --- - - - - =�� • - I; �- j � i: F— HOMERUN TO PANEL OR EQUIPMENT AS NOTED - -- - - - ` i: ; � i : � : 1 �: : �- � : I 3 EI Camino Real Tustin Califomia 92780 �: �. , � --. 3: 33 _ ,--� , , ; ,-., :: �-,, ; : � : � i : i � . i i � .89; : 1 � : , : 1 � � : :80: : ( , , !:� �7g� i :71; �; ' ;70; ; ;: i : ; CONDUIT RUN CONCEALED IN WALL OR ABOVE FlNISHED CEWNG OR AS NOTED _ . .. �_,� : : �.�� ; i �, , ; � i, :62; ,61; : .51; : O+ 714.832.3333 F+714.838.2065 ._ l:; � ; � �..- � I � -� - !:;: i � � I: I : �:; : � i _ j , • www.ren elarch.com _ � I ---- g , ; ; CONDUIT IN OR N R ;: i I U DE OR UNDERGROUND 3 4 MINIMUM SIZE. - •\ � 1 � � i � �i `a^.y � � / � / \.����•, ,`\_j'�` ,���.�-/l• 4 . . � ���� � CONDUIT RUN WITH EQUIPMENT GROUNDING CONDUCTOR, SAME SIZE AS CIRCUIT History record: ;���� `,\\��\ ;� __�� � CONDUCTORS, OR AS NOTE0. p � _ � Date Descri #ion i , ' �``\\ ��� �I � CONDUIT RUN WITH ISOLATED GROUNDING CONDUCTOR, SAME SIZE AS CIRCUIT 01.14.13 ISSUE FOR PLAN CHECK = ' �' � � � � IG CONDUCTORS OR AS NOTED. - � i: �\�\� � ; � � . � � � � � %�( a1.14.13 ISSUE FOR BID � 4 �` \ \ \ ,�, ' BRANCH CIRCUIT WIRING, 2#12 IN 1/2 CONDUfT AS NOTED OR SYMBOLIZED i ,: 1 ` ` ` • 01.24.13 BID ADDENDUM#1 t ` \ \ � \�.; s r i : . \ \.\ i �� i i! . - i ' , ` ' \``", ,:�:-�—'i —�f� 1/2"C.-3 #12 �- 3/4"C.-6 �12 01.28.13 BID ADDENDUM#2 � �: � � � ,;� ; � �`�`,`� �`, �— 1/2°C.-4#12 '__��c- 3/4"C.-7 �12 0221.13 PLC. CORRECTIONS � i ; ��. ==-,;, �����` 3 4"C.-5 12 3 4"C.-8 12 03.07.13 ISSUE FOR CITY APPROVAL � , �, �----,�.���� � i; ---�ff1� / # --{;/ffff� �' # ---------- - - _ ; ,; j` � i �:� � ! �rJ�,'• �; i ; � � �� EXTERIOR WORK FIRE _ !� `� i: I i � /// i: . ~�.. \ �`:. ' w - \ \ , � �: � 03.13.13 � � _ 1 APPROVAL ; � 2 CONDUIT W M R �� �--� ;-�� ITH E E GENCY CIRCUIT � -� — EM __ a: -� ^ - � � � ;-._ r-. --, �; `��� t � :� `:. � \ T�? 1`. r� ::� ` � 4 Ar _3' �A. $ �� r i C� � i i ;E i �1 � :12 �. F '127.' :1 \ �� ��': �� 1;1". (€ " 1J.3'• 9, � i�3a � � � LY� V�': �/' � : � � I W RK F �: •� EXTER OR O OR � iY"', � I � li ;) �! `.r" - — —X XI TIN E S G CONDUIT AN WIR �: D E TO REMAIN i ;r � 04.Q2.13 ;: I r �' � ,,i�. `; PLANNIN APPR VAL , � G O r . ��, .,�, � ri� I; i` � I � � i � �: : E 1 ' 'i I ' - � ` . - ''!�t �i ,: i: i ; 3 ; , ; , , ; EXTERIOR 1NORK ISSUE : : : ' � I � . —R EXISTING CONDUIT AND WIRE TO BE REMOVED � : : : � ; ; ; ;; �, v � i` ' -------------- :------=-------�---------- . . , . ;: ; : : ; ; ; : ; �: ` I; � ,, : -- -----------=-------------�---------- -------------�----------------------�--= : , I� i Q4 25 13 FOR APPROVAL � ; ,; f ,� ° , � i: ; A � ' I: ' � � � • ` � � � ----- -- � , "� � ELECTRICAL PANELBOARD, AS DESIGNATED, FLUSH OR SURFACE MOUNTED AS INDICATED .� f � , ,: � �: � : : - � rAT�� �_.._......_......_......._......_..._....._._...._._._....--�- _...__.....__.... ..__..._.............._ --�-- - -- -- ---!-- - ,; _ i: : . : : ; _ _ _.._ __. .._ - --- - --- --- - -- - , . . ' � --......._.....- ----...._.. .— _ : : �, , � ,--.._,.._:� t-:__:._�.:.�;;... - — --__...__....._._..............- ---- _____....__._.........__..._...... _..._...__........--- - � '—��; � ,... . :... . i " i l : : : �— ! �`—_,: : : ;� �; , ; ;; �5aA.(.� 5 : _ ._ �.. ' :.............�,.�: � ; ' ' ''� I I �i ; qO LETTERED BALLOON INDICATING PANELBOARD OR EQUIPMENT DESIGNATION ,108 �3P :�4w � � , `�;r : �_, i: � :: '� ; Y ;� ' �----�-� � " ; �j „ Revisions: i i;----- ' � 1 .; F 3 ` (N) NERATOR 4O y �, : I� j � ' � � DUPLEX RECEPTACLE IN WALL, +18 OR AS NOTED � �-. :� , : �;� : L � i; ! , �i , No. Date Description _ r i; ' I ;90% �; ; :� i! , ;, ! I 'r � J JUNCTION BOX, ABOVE CEILING, OR AS REQUIRED TO SUIT THE APPLICATION � �� ( � ' � � - — «; ( '� -�__-_ ` _ � O i; �; . i : y , ;; i i ;i � �' � ° � r-1--- -� ' �� ; ! ir ' L�� APPROXIMATE LOCATION EXISTING J-BOX IN ACCES:SIBLE CEILING SPACE �� . : ;, ; -. M- �,24,26 a � y : ,; � � ;, , : , i: i 1 i i: ; � � ;; t i; 1 l � ' ;� � �I I I i :: � ;; � , ;� : � ; � � I: � � � ; �� ' O REFERENCE TO PLAN NOTES � r ; ; �� � , �� i �� � � �i i I ; a F � � �j`���`�' !� __ ;�' � ' _ i I I i' ! I �; J L ;; i , � f (E) DENOTES DCISTING TO REMAIN P , !i ± i i �; � ,-� � ` ---- '---_- '�y—'- - - � �` i i ; �---'' ' , �; + ; � �, ;(?'� - -r— ;= o � � � a; �-----=� �� � o • � ; . (N) DENOTES NEW TO MATCH EXISTING � I� ! l 1 �i . E_ .-_�___ l, ��i ; � �1 � ' � ; ; , i ;� MAIN ELECTRICAL ROOM --�� . ;; + � '; , '�; '�, � i ; ;; � (R) DENOTES EXISTING RELOCATED DEVICE AT NEW LOCATION 1 � ,: , ; � % �: ; , �+ ';--�-�'�'i ': ;i � �MSA � E y ��; `j '� +� ER DENOTES EXISTIN F �� � + ; � (E) - E ___ y : ;:' f f ( ) G DEVICE TO BE RELOCATED _ , � -�--�-� :: � , �; ; � i , E ,: �; � ,. '; ;; i i ; � � � E : - �' ;� � (NL) DENOTES FIXTURE SHALL BE EQUIPPED WITH 90 MINUTE BATTERY PACK - ',' , `� � (E '� E �`J� ; : '� `� i D'' _ �; ;` ;'� : '�� ,'`i '�i': , � ' � ; � ----- _ ', �'` r" f - ; ; ; � . , '',, ; '? t ;; '; i � �-__ ,x_.__�; � �� � - � 14� 'j ! _ �; � � ' •`• � i ; � � � - - - - ( ! � — � �,:`� �`--� ` l INSTALLATION AND USE LISTED OR LABELED EQUIPMENT SHALL BE INSTALLED AND USED IN 1! :+ �a� . - ,-�_� `�'��M—Z8 ^ ' �I : i : � � J li' _ �1 �i`'. 11 � I �i : ' I€ . � f�' I I i��; :=—�.:i;p � , , � ;:-.: " ;'� ACCORDANCE WITH ANY INSTRUCTIONS INCLUDED IN THE LISTING OR LABELING. � y`�, ''; `'' , � �CFMR HP (E) ---- • ' � .,,;;\� 1 �� ;; � � : ' ` ;,. � , � ,`," 1 "l i ; i �\ , � �( r i ,l,•• t t '' i! '; � `, � ��-#E�= ' ' � (� � , ;���;;"; r ��: J 'rf lj ; ��. _ G� 2N ;� _ , ��� 1 '�1 ,;t, . �I :6 � � . " �=� �--`�'�;' ' i? ' � = `,; `; `,`f g �� 'E) 2ND FLR ; : ! I! � ,�;i' �1� ; � j` ' �� _ .; : ; ;; � � 11 ,\ 1 \ ,`.� , — L—————;M j;'� ;!• � : , . . . ; 7 ',. �� f� � � ;� : `: `: . 1t � __' , r 1 11 \ � 1 1 � __ , ( : ,�s�aav` j �'� /, % ��J` ;�� /' • • ' r Tre n dzltlo�s , ;, ;� , � _ � � ,; _� ,' , � ��� �'.�` ��� ; � � ;, � : �_ % � �� '� ' DEMOLIT � : . ;,. �: - � � � � �'; �� ;:���,, �� I O N N OTES . . .. . . . . . . . . , � : � �: � . �� k� , �: ,. ; � ;� ; : ;\ , �:;; , �Cv , ! , J � /"i \�1'� � ':'• �: :; ; _ ------- --_--- �` ,' �—�"`. 1 , ,3 r ; ., '; �: � � ' ,/ \ ;� �` � .;; : � ,:F. � , i.... ..... /,, - Projeci name: � ;� i . i ;; : ; , ' , ; � �.....-- --- ';, ,i� � _ , . : : , , : : --_— �- , : � .. . , � :: � --..._.__ ,,� .:��, , �, � I ; . , '-- , ; I I . �., � - ; ; �. � _........ `� , �= '�` '�' �� MAKE ALL NECESSARY ALTERATIONS TO COORDINATE AND CONNECT THE IXISTING WITH THE ` , , � i I I r/� !.� � � ��i �;i'� �";' � �3�1 �; � f ` �� � � � i � �99: 1 ,� � �-- ;,' ;; � NEW ELECTRICAL WORK TO THE END THAT WHEN THE WORK IS COMPLETE THE ENTIRE ' `� `gg � `J `�` � � � �' � '' ` ELECTRICAL INSTALLATION EXISTING AND NEW SHALL BE IN COMPLETE OPERATING CONDITION. E � �' �/ ��'N / ��=> <�� ���\ i�,i� �I � � � - • `1 ��\ ���' I � -�` - ..�... _� :. . ��\ � �`i i ' �!i / . i � \; / ' .' /�;_� > i �`��� ,� . + ; �/ i ; ���; , THE DRAWINGS INDICATE THE WORK WHICH IS TO BE IN PLACE AT THE COt�PLETION OF THE ; ` - j' ° ' ° � " � ' INSTALLATION. ' ,`.� ;t iv p ° ;� � , r �.:�..._ � p: � ,; ; � �, 1i <� � � F �' `\ ��; ,•';°;"/ � . ,�' � i__r___' � \�}� %% ,-" f EXCEPT WHERE SPECIFICALLY NOTED TO THE CONTRARY ALL EXISTING FlXTURES SWITCHES � " � �� �� � � T ' '� � �%-�' 2 AND OTHER MATERIALS OR EQUIPMENT THAT IS REPLACED WITH NEW AND IS NOT INDICATED / "� � Ir / \ O // �\�.` / �\� /�; � " i �� // / .\ : �� �. i' ;� �i � ;��,' ;;j�;`� TO BE REUSED SHALL BE TURNED OVER TO THE OWNER OR BE DISPOSED OF AS DIRECTED C � BY THE OWNER. i'" \\''��`� % '' � ' / � jx,�, _���_:, ': ' j�� � � '% /� ��r: *' .;:. '� ; ' _ �: � // / \ �;; 'i� � '# : : `� ;: � � : /� � � ,;%� ' EXISTING MATERIAL TO REMAIN UPON COMPLETION IS INDICATED ON DRAWINGS AS D(ISTING. �� `' `, `. ;` � � " � ._/ � ;, ��x, ;I I !; ; � � ` / � � ;�� ,"� 3 CONDUIT AND WIRING IS EXISTING TO THEIR RESPECTIVE SOURCE. ALTHOUGH NOT INDICATED 1550 VALLEY VISTA DRIVE � :�� �� �: � � ° � �' \ � ' N „ � r , , / \ �;;%� ; O THE DRAWINGS, THIS MAY REQUIRE THE TEMPORARY REMOVAL OR RE-ROUTING OF 9� ��� � ' i �:��-�- ' � �` / � CONDUITS AND REPLACING EXISTING WIRING WITH NEW DURING THE COURSE OF CONSTRUCTION DIAMOND BAR ; � � �� � _- � : CA 91765 .: . . T'_l__I 'I i l e � �: ;%� WORK ' � , 2———V.—.� \ . ^ K' : � : � —:—; E=.._—� `� .; . ..._— �� — �� .. . ,��— .`,,, , . � .�; _ __— ii . �� . ; .... .�. \ . : � ; � _" // �Vi / 1 � \ I ; � / \�� L� \ �� ; ; � ; , ; � ,�j� \ ;%�;%�/ 4 FURNISH AND INSTALL NEW BLANK PLATES FOR ALL REMOVED OUTLETS, SWITCHES, LIGHT �� ; /� ;%�.,�% %\ �,�K ��;�� `�� ���� „�;' O FIXTURES, ETC.� WHEN THE OUTLET BOX IS TO REMAIN. � � ,�.�:" �1 � % ,.� /� �--�-_� o i% 5<s -%;, � i \ }; ,' ; � i� '� \\. � %� '� � � i� i � \ ��.r b �j �� ii/i \, ii ,' _ , / ,;. �� , \ , �' � � �i�; `:; ,;, ; � �, .- 5 REMOVE ALL EXISTING CONDUCTORS AND EXPOSED CONDUITS ABANDONED BACK TO PANEL , � � � i �\ < ,�%� �'/- ,% �;� �;' � ��,%� ;` � a ,��� ��"G=' �iy `� �� �;' BOARD. LABEL NEW PANEL DIRECTORY AS "SPARE". _ /� /��� / '� " ��� ! � � � ��� � '� ,, . ,, , // �j � /': i �� �� �� � � \��; y% ��` `:r � ��----, i , ---- ,:u. �i` �;i��f� �%/ /- ,��, - ;% ,�; ;�%: '�--` �' \, i% �� `��'��:.�.� � � ` � �, ��,� �Y';'��;., ���'� %%�% � ,%� MAINTAIN CONTINUITY OF ALL ELECTRICAL SYSTEMS EQUIPMENT ETC. REMAINING IN OPERATION � � ��� `�'' ` � �'� `" �'' -�� �� �� ,, ' � %� ''� �'r ' �� \� �' ' 6 WHICH IS BEING FED BY AN ABANDONED OUTLET. � MAINTAINING CONTINUITY SHALL CONSIST OF /// /��� \i� \\�\� // ��-. i il �z� a � ,\ � i ��: t '��� � f � .....` ��/ . '/ . V� � % ,� � % \ ����� ' � �15� ' i ��! ''�� � i ;=����� � ,A '• ��;'; �-"` f ! ' �� � � ;' RE-ROUTING OF CONDUIT AND WIRING, AS REQUIRED TO SUIT THE EXISTING CONDmONS. .:f;r�\\ /i \\ j�. �y`/�.�\�� /-" \.i. ��, i r � r�/�� " , ; � �1;', � !,r,% .:f,` ��i �,t� VY� �'` ;f��.�J'r/ . �\ /,� i � ' ^ -. � / � r . / i t' �`�� ;y/ ,����,� ; � `r � / �' " ~�—� �`� �' %' ^ �.';- ` '���� '�`%' �J' %f i� ��� ^;\� �;�� �� ;' DASHED J-BOX DENOTES APPROXIMATE LOCATION OF EXISTING BOXES IN ACCESSIBLE � ��� � � � � ��\ /'' � � � " �''' 'Y//� " " `�' t' � � ✓� �` � � � CEILING SPACE. ALL CONDUIT SHOWN FROM J-BOX IS NEW UNLESS SHOWN OTHERWISE i �/ __ �, . %,a ', �-, ; r ; ,; \ ;29: � /, ; O . ' '� \� `. � '� \� j '��`� /� �`. ;� '� ��.� y ' ;\ � i ; ; `.`� � � � .i ,, , �' ;� AS DASHED. , '�� �� � �� . : r,� `��;. �; �� �!�v } 14'?,.'�� I j�, \\\ �\ /% � �/ � ! �� �•� �\ � j� �'v'+'%q�y ``i �i ��� � �..-r.r�G•; J JI �� �\�\ �� �j�/�� i , j - �i i �1 •� ! � \ ��\ � �. � � i ���; t:\ j / . i" � �\ \\�/ ; i i i � `� � � �� '-` I :��� ` ' ` ` i2$' �� `' � � ' IXISTING LOADS SHOWN ON PANEL SCHEDULES ARE BASED ON ASSUMPTIONS MADE BY FIELD �� � �\ ` % . �15�' � i i -i �� � �� � � , � � � \. \ � , � ,•• ; ; '��.� . �� � � � � ,\ �\�\ � ; ,; � , , ,� j;� i �! ; O VISIT. NOTIFY ENGINEER AT ONCE IF LOADS EXCEED 16 AMPS ON ANY 20 AMP 1 POLE \\ �\ �\ \ \\ \� / `J , `, ,�, \\\ // /, j% , /� CIRCUfT. \ �� �� � % • ;'% `� \ �: ,; / j \ � '� �.,��� : i ��j t � � ,� � /` , � \, -.�\�\ ;' `; � ; ;�% `,\ �':� \ �;�,. j/ j 9 REVIEW ARCHITECT S DEMO DRAWINGS FOR LOCATION OF WALLS BEING REMOVED UNDER � � � �� ,% .�� �, ,, , ����� / �� j O THIS SCOPE OF WORK AND REMOVE ALL CONDUIT AND WIRING BACK TO LAST DEVICE LEFf ; � � .� ,.•� % �, �\, ;�- �� IN SERVICE. DO NOT LEAVE ABANDONED. \ :\�� � � ' i �; �\ Y-_ j � \ � �"`� ' � r `` ��� ' / ' REVIEW ARCHITECT'S DEMO DRAWINGS FOR LOCATION AND QUANTITY OF DCISTING FLOOR BOX ' �� �. ��,j t,,�,: ;` /i /, ', � , ��,��\' � ��� ,` ;' `� ,'; `,`''i ,\ �%; � �� LOCATIONS BEING REMOVED UNDER THIS SCOPE OF WORK. REMOVE FLOOR BOXES AND ALL ; \ \�� \ ' ,� .; !� ;`` ,� �; ,'; !, �`/!,,-" i� /'/ �� WIRING BACK TO LAST DEVICE LEFT IN SERVICE. DO NOT LEAVE ABANDONED. ` � �� . f: -1 � , ,} \ i ,`' /�� �_� �� �`\ '� f f;� %; i 10;: ,.,` ;` ; ; ; �, ,; , :, `,;i ,,"' �i j � '� � �• ;� ; � ` ; ;--� ��; ' ' i % \ \ �\ � �i,l r': , ' ' ' � � �''� '� - \ \ �� (f j j : �! �� `; i��,i s, }-% �� . �i� // // . [ \��� \�\ ���` `\� �\'�,I � j ! ` i �$� '�; '1� ,�' / � // � / � �� � � �i'--�� - - GENERAL ELECTRICAL NOTES , �. _�—_� �� i � : ; , ���, � �,,--_ ;- ,- : . � �\ � , �'`% �r` ! � � � �. ;.i / �� �- E \\\ � _ �_� i � � ���'/�' ' / � %/ ' � '� � --___ __ _- / � / O VERIFY LOCATIONS OF HOMERUNS AND ADJUST CIRCUIT NUMBERS ACCORDING TO EXISTING CONDITIONS IF REQUIRED. ` _ N O RT H 2 IDENTIFY ANY OBVIOUS EXISTING CODE VIOLATIONS THAT OCCURS AS AN EXISTING CONDITION _ - - O AND PROVIDE SEPARATE PRICING TO CORRECT THE CONDITION SO THAT IN THE END, THE ENTIRE : - - ELECTRICAL INSTALLATION COMPLIES WITH THE NATIONAL ELECTRICAL CODE AND ALL OTHER LOCAL • CODES. ` . � —t— p 1�� _ __ O IF THERE IS ANY DEVIATION FROM THE CIRCUITRY SHOWN, PROVIDE AS-BUILT DRAWINGS E S� 1 E t— LA1 V SCALE: 1116" = 1'-0" _— - INDiCATiNG SucH. , � OAT THE COMPLEfION OF THE BUILD OUT, AND PRIOR Tp THE FlNAL REVIEW BY THE � ARCHITECT, PROVIDE PANEL DIRECTORIES IN PANELBOARD FRONTS REFLECTING ALL CHANGES �ea�►� � � MADE DURING THE COURSE OF CONSTRUCTION. �10y2_DI3/1CwOVAIE�pR�Y� � . _ p� � ■-.lo� VY. VGVIV �+. Tel� 949-460-1229 ext213 ` _,���'�,,y5 t" Fax� 949-4b0-1464 , �� Contact: Frank Sheng �Fa`P����Q �� _ e-mail: franks�rpmpe.com : ' � Stamp: � :� ' E ( THE USE OF CONDUITS �(�I►�5 � �.��` t Ho�$or� RPM ENGINEERS,INC. SHALL NOT BE HELD RESPONSIBLE �j L�� ,,�.LL-�� FOR ELECTRICAL CHANGE ORDERS THAT MAY OCCUR SHOULD SSIp , � 2 r'�������-��� FlNAL BIDS AND R� � � GENERAL NOTES IMC: INTERMEDIATE METAL CONDUIT C,� ,a ;:. ,�a� /OR CONSTRUCTION BASED ON THESE �Q � , ELECTRICAL POWER PLAN KEYNOTES RMC: RIGID MEfAL CONDUIT 0� � y,�Gp�F~tiok ��� DOCUMENTS BE STARTED PRIOR TO ELECTRICAL PLAN CHECK • N F�y � �c • �t�� .y., t;c ,�,� � �, OBTAIN AN APPROVAL OF EXACT LOCATION OF ALL NEW/RELOCATED SWITCHES WITH THE �j WORK IN THIS AREA IS EXISTING AND REMAIN, UNLESS NOTED OTHERWISE. TAKE CARE FMC: FLEXIBLE MEfAL CONDUIT �oF -A,�y�,�H� v��vz•,o- APPROVAL � �,P� � � ARCHITECT AT SITE PRIOR TO ROUGH-IN. NO DCCEPTIONS. TO MAINTAIN CIRCUIT CONTINUITY TO THESE AREAS WHERE EXISTING CIRCUITRY IS LFMC: LIQUIDTIGHT FLEXIBLE METAL CONDUIT Ro��06�'�0� ��.��s�f � • rn = AFFECTED BY THE DEMO. RNC: RIGID NONMETALUC CONDUIT tiPePv��o��� s�`,`F;�c � No. 015596 m � 2, UPON COMPLEfION OF DEMO AND PRIOR TO START OF NEW WORK. VERIFY IN FIELD AND EVERY LFNC: LIQUIDTIGHT FLEXIBLE NONMEfAWC CONDUIT �N Fp�s�Q�'Q�" ALL WORK TO COMPLY WITH THE 2010 CBC CPC AND CMC * Exp.12-31-2015 * ; ATTEMPT HAS BEEN MADE TO UTILIZE EXISTING LIGHTING CIRCUIT TO ff'S FULLEST. RE-WORK O PROVIDE REMOTE ANNUCIATOR FOR GENERATOR. VERIFY EXACT LOCATION AND EMT: ELECTRICAL MEfALLIC TUBING � ���4A�`� ' � Fo AND THE 2010 CEC (2008 NEC) WITH STATE AND LOCAL �, F AND RE-USE EXISTING LIGHTING CIRCUITRY WHEREVER POSSIBLE. PROVIDE NEW COMPONENT, ELECTRICAL REQUIREMENTS WITH MANUFACTURE PRIOR TO ROUGH-IN. AMENDMENTS. `s'q�,F�fCTR\GP���P J-BOX, WIRE, CONDUIT, ETC. IF NEEDED SO THAT CIRCUITRY IS MAINTAINED AND FIXTURES ARE O PROVIDE PVC 3/4� UNDERGROUND CONDUIT FROM ATS TO ANNUCIATOR. VERIFY OUTDOORS F pF Cp,L�FO � CONTROLLED, PLACED AND CONNECTED AS SHOWN AFTER ALL WORK IS COMPLEfE. CONTROL AND ELECTRICAL REQUIREMENT WITH MANUFACTURER PRIOR TO ROUGH IN. 1. EXPOSED CONDUIT: IMC, RMC, RNC (TYPE EPC-40-PVC AND EPC-80-PVC) � 2. CONCEALED CONDUIT, ABOVE GROUND: IMC, EMT, RNC (TYPE EPC-40-PVC) CONDUCTORS �E : 3, CIRCUIT NUMBER DESIGNATION IS BASED ON AS-BUILT DRAWINGS AND PANEL SCHEDULE AND 4O PROVIDE GENERAC SD080 100KVA 80KW 60HZ 270/480VAC THREE-PHASE POWER 3. UNDERGROUND CONDUIT: RNC, TYPE EPC-40 OR 80, DIRECT BURIED ALL CONDUCTORS SHALL �E COPPER AS FOLLOWS: { MAY BE DIFFERENT AT THIS AREA. E.C. TO FlELD VERIFY ACTUAL EXISTING CIRCUIT NUMBER AND GENERATOR. WITH STEEL ENCLOSURE, CRITICAL EXHAUST SILENCER, FLIXIBLE FUEL 4. CONNECTION TO VIBRATING EQUIPMENT: LFMC, LFNC � UP-DATE PANEL SCHEDULE DIRECTORY IN PANELBOARD FRONT FOR A COMPLETE AS BUILT AS LINES, UL142 FUEL TANK, 120VAC COOLANT HEATER, 10A UL FLOAT/EQUALIZE BATTERY �12 AWG AND SMALLER - SOUD, THHN/THWN-2 • REQUIRED. NO EXCEPTIONS. CHARGER, MAIN LINE CIRCUIT BREAKER, 21 LIGHT REMOTE ANNUNCIATOR, 10A RUN INDOORS Sheet title: RELAY AND LOW FUEL ALARM. THE GENERATOR WILL COME WITH 1972 LITERS/521 1- EXPOSED, NOT SUBJECT TO PHYSICAL DAMAGE: EMT, FMC, RNC �10 AWG AND LARGER - STRANDED, THWN-2, THHN OR XHHW SYMBQLS 4. ELECTRICAL CONTRACTOR TO VERIFY NEMA CONFIGURATION, RECEPTACLE, OR DIRECT WIRE ' 2. IXPOSED AND SUBJECT TO PHYSICAL DAMAGE: RMC. IMC � GALLON TANK CAPACfiY. THE GENERATOR ENCLOSURE, INCLUDING FUEL TANK, WILL BE ALL TERMINATIONS AND CONDUCTOR SIZES ARE BASED ON 75'C s � CONNECTION REQUIREMENTS OFF OF MANUFACTURE NAME PLATE DATA AND PROVIDE CORD AND ��7" X 47" X 93" VERIFY EXACT MODEL AND REQUIREMENT WITH MANUFACTURE PRIOR 3. CONCEAL IN WALL AND CEILING: EMT, FMC TEMPERATURE RATING : PLUG AS REQUIRED. VERIFY EXACT LOCATION AND ELECTRICAL REQUIREMENTS PRIOR TO 4. DAMP OR WET LOCATION: RMC, �M� DETAILS & i ROUGH-IN. TO CONSTRUCTION. 5. CONNECTION TO VIBRATING EQUIPMENT: FMC, LFMC 5 DENOTES GENERAC GTS015W-3K2LDNAN SERIES 150A/3P TRANSFER SWITCH, VERIfY 6 UNDERGROUND CONDUIT: RNC, TYPE EPC-40 OR 80, DIRECT BURIED CONCEALED IN FLOOR 5 ELECTRICAL CONTRACTOR TO FIELD VERIFY EXISTING HVAC CIRCUIT NUMBER AND UP-DATE PANEL O �CT MODEL AND REQUIREMENT WITH MANUFACTURE PRIOR TO CONSTRUCTION. S I T E P LA N SCHEDULE DIRECTORY IN PANELBOARD FRONT FOR A COMPLETE AS BUILT AS REQUIRED. ALL INSTALL FlTTINGS, SPECIAL DEVICES AND MATERIAL, WHICH MAY BE REQUIRED FOR THE PROPER ALL EQUIPMENTS SHALL BE U.L LISTED AND INSTALLED HVAC UNITS SHOULD REMAIN CONNECTED TO DCISTING PANEL UNLESS NOTED OTHER WISE. INSTALLATION OF THE CONDUIT SYSTEM. ACCORDING TO THE LISTING. O CONTRACTOR TO DETERMINE THE BEST MEfHOD TO ROUTE UNDER GROUND CONDUIT FROM GENERATOR TO PANEL. �j CONTRACTOR TO PROVIDE UNDERGROUND PULL BOX Copyright 2012.A(I rights reserved. No part of this ' IM P O RTA N T B I D N OT E work product shall be reproduced in any form or by , NOTES: any means-graphic, electronic or mechanical, a) ELECTRICAL RECEPTACLE OUTLEfS ON BRANCH CIRCUITS OF 30 AMPERES OR LESS including photocapying,without permissian in writing REFER TO ARCHITECTURAL, MECHANICAL AND PLUMBING DRAWINGS from RENGE�+CO. A SEPARATE PERMIT IS REQUIRED FOR ELECTRICAL CHARGING STATIONS. AND COMMUNICATION SYSTEM RECEPTACLES SHALL BE LOCATED NO MORE THAN 48" FOR ADDITIONAL NOTES, SPECIFICATIONS, DEfAILS, MEASURED FROM TOP OF THE RECEPTACLE OUTLET BOX OR RECEPTACLE HOUSING CONTROLS, ETC. THAT FORM A PART OF THIS CONTRACT. �ate: NOR LESS THAN 15" MEASURED FROM THE BOTTOM OF THE RECEPTACLE OUTLET ANY CONFLICTS SHALL BE BROUGHT TO THE ATTENTION 04.25.13 BOX OR RECEPTACLE HOUSING TO THE LEVEL OF THE FINISH FLOOR OR WORKING OF THE ARCHITECT AND CLARIFIED BY THEM FOR PLATFORM. INCLUSION IN BASE BID. THIS REQUIREMENT WILL BE STRICTLY Drawn by: - b) CONTROL SWITCHES INTENDED TO BE USED BY THE OCCUPANT OF THE ROOM OR ENFORCED. NO CHANGE ORDERS WILL BE ALLOWED SHOULD JCR AREA TO CONTROL UGHTING AND RECEPTACLE OUTLEfS, APPLIANCES OR COOUNG, THIS CONTRACTOR FAIL TO PERFORM THIS FUNCTION. HEATING AND VENTILATING EQUIPMENT SHALL BE LOCATED NO MORE THAN 48" Project#: ' MEASURED FROM TOP OF OUTLEf BOX NOR LESS THAN 15" MEASURED FROM THE 201234 � • BOTTOM OF THE OUTLEf BOX TO THE LEVEL OF THE FlNISH FLOOR OR WORKING PLATFORM. a. LIGHTING STANDARDS REQUIRE A SEPARATE PERMIT. File name; � b. ALL SIGN REQUIRE SEPARATE PERMITS AND APPROVALS. TrendzitionslDiamond Bar/1550 Valley VistaNHA - . c. ALL EQUIPMENT SHALL BE LISTED BY A NATIONALLY RECOGNIZED - - TESTING LABORATORY. - - Sheet: " � � � RPM#13-006 01.07.14 i . - - - . - - - I ' � � � � • - - - � - - � " 277D480VIB�04WBOARD 'DBA' 277/480VS3�C4W ARD 'MS-A' _ _ _ - _ - , . - - - - - - - - - - - - - - -� � _ � - _ � AIC= 65,OOOA AIC= 65,OOOA _ _ - � __ _ _ � ; . . - - - - - - - - - - - - - - - - - - - - - - � � 333 EI Camino Real, Tustin, California 92780 2000A BUS ' ( ( ( ) - O+714.832.3333 F+714.838.2065 ' � 8 1 �'175A � '',�OA `�. E) `' E) J�;200A � OOA CT S � ' M - � www.rengelarch.com ^�; OOA v�': OA � ; OOA � E v ;225A �``:2E50A �\;2E50A � � `100A �`:200A \��E) , ��� ` �' 3P �'3P �'3P �'3P ,� � , : � , � � 3P �� 3P �� 3P �J 3P �'�3P I �'" 3P I ^ 65KAIC r 65KAIC � - "� (E) History recard: ! _ 65KAIC 65KAIC 65KAIC 65KAIC 65KAIC : 65KAIC 65KAIC 65KAIC � 65KAIC 65KAIC � _ , SPARE i � � 2 I(E);GFP=� 2000A Date Description i � � � � ! . � � ; � �r 3P , � j � �__� s5wvc T 01.14.13 ISSUE FOR PLAN CHECK ; ' . � � I ( � 01.14 13 ISSUE FOR B1D : : ; i N ; ; ; G D _._ __�_BUS Q1 24.13 BID ADDENDUM#1 � - - - - - - -�- - - - - - - - - - - - - - - - - - - - - - - - - -- - - i - - - - -� - - - -�_ - �..- - - - - - -- - - - t- - - - - - - -- - - - - - - 01.28.13 BID ADDENDUM#2 � ' i j ' i i ( I I _� (E) GROUND 02.21.13 PLC. CORRECTIONS �: �: ; „ � - Q3.07.13 ISSUE FOR CITY APPROVAL w; w: �: �: �i �, i - -- - - o; o w; w: w� w; � (N)2-1/2 C. PVC 4#3/0 CU. ( w; d_ . ( ) EXTERIOR WORK FIRE w: w; o; o; o; o o E GROUND Q3.13.13 APPROVAL W W: w; w: w: w; �+1#6 CU. GND w� �; �; W: W: w; w: w� - ' ! � I N60 VD=0.32% I Q Z i EXTERIOR WORK FOR i � � �� � � �; C9; c.9; i Z Z, C7: C9; C9; C7i �, �, Zi Z; Z; Zi . N: N: v~i: �; �; �; ( W N� 04.02.13 x. X. cn, cn� cn, � PLANNING APPROVAL '� w; w; x: x: x; x' I ( I xi 04.25.13 EXTERIORWORK ISSUE w; w: w; w:. I c�; W� ' FOR APPROVAL r--� NEMA 3R ENCLOSED z c�EXIST. SERVICE E ' � (E) ( (E) � ; (E) � (E) I AUTOMATIC TRANSFER SWITCH `ATS' ( v�"_, (E) ; FEEDER E I ELEV TOR � P;�E,� �: � i � ; PANEL � PANEL 150A-3P 4W NEMA 3R ENCLOSED w PANEL ' � 2L o ``' � AC2 � AC1 ( `HL' `1 L' I STAND-BY 81 HR GENERATOR , ���� o; ``' 80KW 100KVA � ) � 65KAIC : �j Revisions: � 65KAIC w: � � i I I E ,L: �: � � 65KAIC : 65KAIC : ISC=8365A � _ _ � � PANEL � �-., : 60.4 KVA , 60.4 KVA � • � ; , , i I 39.9 KVA � 277 480V 3� 4W � I ( 2LA i ��� No. Date Description i, 48 A N; N; �G7.8 A 167.8 A 62.8 KVA 49.8 KVA W; W` 40.5 KVA� 12.6 KVA ' 65KAIC i j 60 A 63.7 A 22.5 A I 150A G I � 81.9 A � (E) 112.5KVA XFMR. 'T2P' � � � NO CHANGE IN LOAD ' NO CHANGE IN LOAD T � ; T ' � (E) 150KVA XFMR. T1P 3P '83.1 KVA (E) - : I : 480V-120/208V-30-4W ' I � 480V-120/208V-30-4W 18KAIC 100 A 100A • � �� ti (TP-1 RATED DRY TYPE XFMR) `��� _ : (TP-1 RATED DRY TYPE XFMR) �' I I NO CHANGE IN LOAD � 3P ! o; I 3/4"C.1�6 CU.GND. � � W I I � � �; � : � � , . I� w; (E) GROUND �: (E) GROUND I O w� � o W: � � W: � N: I w� w; '; �: �: W; I (N)2-1/2"C. PVC 4�3/0 CU. `` � �' ' ' I +1�6 CU. GND I -AREA OF WORK N, z: �; / i �_ �' � , ' E 30KVA XFMR. 'HP� ' '�� cn; >c; T ; I N10 VD=NGL / w� w; W ; ' ; I 480V-120/208V-3�-4W I/ i i �(E)400A : `�- ; . (T P-1 R A T E D D R Y T Y P E X F M �(N)2-1/2"C. PVC 4�3/0 CU. T E 75KVA XFMR. 'LA' ; +1#6 CU. GND I 480V-120/208V-3�-4W ! �E) (E) : � I N110' VD=0.60% I ;� �; (TP-1 RATED DRY TYPE XFMR) NO CHANGE IN LOAD pANEL NO CHANGE IN LOAD PANEL �: (E) GROUND Q � ��1 '2PA' '1 PA' w: _ � � �� ' (E)225A (E)150A W �, � (E)225A ,-� r. E)225A �; �E) ` �: (E) GROUND • • : - �� W Tre n dZIt1a12S - - - - - - - - - - - - - o �: W N W � 72.0 KVA x; PANEL �� 72.7 KVA : w; , , : � � 200 A � HEM �' w I w � 202.0 A �; -�:100A cn; Project name: � o� o W W: 65KAIG : __ x: ' o. � ; w L� a�K � I w i w W I W; ; � - � ��piA►'�u�E,�p,1Ls�'� - � �; � Z! Z N �` �E� 58.5 KVA (E) 75KVA TRANSFORMER 'EM' � % ; Ep1�.Ns R�.,jtC - i � cn v, XI X; PANEL 480V-120 208V-30-4W � Ap� ~ ~ `HP 85'7 A � T � AREA OF WORK E x� x 'y'' 'y': NO CHANGE IN LOAD �E) %Z=5.1% (TP-1 RATED DRY TYPE XFMR) PANEL ; r �,,, � . �� w, �- Y 1 PE B -� 2';; ' �•� ' . �s.� KVA �.� .� ( I E 4Y � `NOS a� � . � � NO CHANGE IN LOAD � �E) (E) ; (E) (E) 57.0 A C p:A'����A V���'���N : P A N E L ; ' P A N E L � N O C H A N G E I N L O A D NO CHANGE IN LOAD ; PANEL : ; PANEL NO CHANGE IN LOAD NO CHANGE IN LOAD w (E) G R O U N D 37.2 KVA ovAL°F���" ��:�T�"�OF T H�s��� � �ZPC ; '2P6� : � �1 PB� i ; � � p E APPR T06�ApR�,;NAN�� �CB w `24.7 A� �� 1lEp R G �g��^' c�Y Oti5 (E)100A ' (E)100A � � 1 PC W Ng1R �o�E o. ;,� �, r-, ; E 100A : :-, � �F p't1'! �S 5��� ,:r��°_ 24.3 KVA .21.6 KVA , ` 53.6 KVA � 26.2 KVA �~-'! SFOR A?RF��u�s��y 1550 VALLEY VISTA DRIVE ; � 67.5 A so a 148.9 A 85.9 A W' DfAMOND BAR, CA 91765 ; �: �. �: W W� ! � �� o: 225A ! w: w; W � wi w� ; t�: � W' � ! ; �; �E� � � z; z� N PANEL �_-: �� cn; cn; x: � � � ' w` w i W' : LEM � �, � (EXISTING PANEL) � .- � I PANEi= FEM PANELVQLTAGE: 277t48€) 3P,41N CitCU€C Ct3DE= N: NQN-CONTNUOUS (E) (E) � (E) ' 33.9 KVA � tacA�nor�: 2n����R mcr.Rr;n eus: 22� �: toNc-cor�rnauous ,, ' PANEL PANEL PANEL 102.7 A MOUNTNG= SURFACE MAN: Mi_O. ' '2PE' '2PD' '1 PD' EX I S T I N G S I N G L E L I N E D I A G R A M NO CHANGE IN LOAD A�����= ��.�� $���-� Z va�.o�n a n�cr�r. c.s. sus c.s_ nr�cxa�: o VA Lt3AD Z � � LOAD I�SCRPTpN Q fl LOAD�SCRPiIdN: Y 1 O.S KVA 1 O.8 KVA ZZ.7 KVA - � Y A B C t� M R L TR P A 6 C TR P L R M v A B C I� � 30 A 30 A 68.9 A scale: N.T.S. u 1 " " 1 1 3855 i ST FLR N.OPHd QFFiCE L 75 20 1 X 3El 3 ! N LEBER7 5 TQN 5540 2 ; NO CHANGE IN LOAD NO CHANGE IN LOAD NO CHANGE IN LOAD s �s2 2n�o��R s�mr�w,n w s 20 � x - -- - r� - s5ao a SINGLE LINE DIAGRAM GENERAL NOTES: � �2s iST FLR REST RO�tvi r� 2� 20 � x - - - t� - ssao s �� 7 SPARE N 30 3 X 30 3 N SPARE 8 � 9 SPACE N - - X - - N -- 10 j 1. CONTRACTOR TO FIELD VERIFY ALL EXISTING CONDITIONS. �� s�iac� ra - - x - -- ra - �2 � 2. ALL NEW CONDUCTORS SHALL BE COPPER. �3 s�aR� cv 20 2 x so s ►a s�a�E �a I t5 - n� - - x - -- N - �s � - 3. ALL EQUIPMENT AND CONDUITS SHOWN ARE EXISTING UNLESS NOTED OTHERWISE. �7 S�ac� r� x - t� - �8 39 SPARE N 30 3 ?C 3El 3 N SPARE 20 21 - N - - X - -- N - 22 ! 23 -- N - - X - - N - 24 i 25 SPARE N � 3 X 30 3 N SPARE 26 SINGLE LINE DIAGRAM KEY NOTES 27 -- r� - - x - - N - 2s ': 29 - N - - x - -- N - 30 ' Q PROVIDE 10'L X 3/4"DIA GROUND ROD s� SPARE c� 20 3 x �Q 3 N s�n� s2 33 F1 - - X - -- N - 34 Q DISCONNECT EQUIPMENT FROM EXISTING CONDUIT. RECONNECT TO NEW CONDUITS AS � __ � _ _ x - - N - �t; � $H�WN. 37 SPARE N 4€) 3 X 10Q 3 N Xhrt�t TO PANEL'tBt�Y 13356 38 I 39 -- N - - �4 - - N - 11960 40 91 N - - X - -- N - 116Q0 42 INSTALLATION AND USED LISTED OR LABELED EQUIPMENT SHALL BE INSTALLED AND �� �s2 729 �a��ra�rA�s A-IASETOTALS 18846 1750d 17940 j . USED IN ACCORDANCE WITH ANY INSTRUCTIONS INCLUDED IN THE LISTING OR LABELING. 7otat Phase A: 2275� Ct)NNECTED VA(Gfl�N}: 54427 � t Totat Phase B_ 17662 GONNECTH3 VA(CQDE L)_ 3855 I Total Phase C: 17863 CONNEC�EI?VA(CO�R): �, , CANNE�fED VA{CQDE i(J- II � TOTA,L CQN►dEC��KVA: 58_3 I �tr1AND KVA: i E�pi�sers�ha , TOTAL AQHISTH?KVA: 58.3 102 DI3COVERY � T4TAt PANa At�S: 822 kvine� Ca. 92618 i ANIPS W�LCL= s5.7 TeM 849-460-1229 ext213 Fax� 849-460-14b4 , Contact: Frank Sheng ', Q1 DENOTES EXISTING CIRCUIT BREAKER TO REMAIN; ALL OTHERS ARE NEW TO MATCH EXISTING, e-maii: franks�r�mpe.com ; TYPE AND AIC RATING ��a�p: I ��1 I �� �SN���F /�- ,, . `'��ti\� �� �, o. 5 m (EXISTING PANEL) Exp.12-3,� � j (EXISTING) (EXISTING) * * PAMEL; i PE PAh�LVfl1T,4GE 12Ut2�8 3P,41N Cf2CUIf CODE N: NON-CANTNUOUS PAN�: 1LA PAhlELY4LTAGE 2771480 3P,+!W �RCUIT CO[3E N: NON-CONTINUOUS PANEL: LEM PANEiVOLTAGE 120i248 3P,4W CRCUiT GO� N_ NON-CANTNUOU$ ��f`�F�£CTR�GP�/�P LOCATION: HACLWAY BUS_ 225A L: IONG-t)DNTNUOUS LOCA7lON: NALL 8US_ 4D4A 1= LONG-CONTNl1011S LQCATI�N: 2ND FLi2�ECT Rk!: $US: 225A L: LONG-CONTNUOUS '4TF� �0�/ k10UNTNG: SURFACE MAiV: M.L.O_ R: DBv1ANDA�ERECEPfACLES �tOUNTNG: SURFACE FAAN: M_L_fl. MOUNTNG: SURFACE MAN: 225A R DEMANDiABIERECFFCACL6 `�`C=// � AICRATNG= SERIESRAT� K: KIfCHEN AlCRATNG: 65,OOQA S�tlESRATED AICRATNG: 10,QOOA K. KffCHETI - i j � VA IflAD LL► 71'f'E CNT. C_B. 8US C.B_ TYPE CNT. � VA LOAD 0 0 VA LOAD � TYPE CNT. C.B. BUS C.B. TYPE CNT_ � VA LOAD � fl VA LflAD � TYPECNT. C.B. BUS C.S_ TYPE GNT. � VA LOAD � � z � � z Z � � Z Z Ct � Z Lt7AD�SCRiPfION O O LOAD DESCRFfION � � LflAD DESCRFT1dN O o : F �- r I U A B C t3 tv1 R L 7R P A 8 C TR P L R Irt c� A B C � U A S C � M R t TR P A B C TR P t R RA � LOAD DESCR�fiQN A B C � c�} A B C LQAD DESCRFf10N � M! R L TR P A B C TR P L R M � LQAD OESCRFfpN A B � U � 1 1 1 1 1 1 Sheet title: , . 1 SPARE N 20 1 X 30 2 N SPARE 2 1 $320 (�2ND FLR INSTA HOT N 4 d0 1 X 60 3 N SPARE 2 1 16f}€� RAA 21€}RECEPT N 2 20 1 X 20 4 2 N RM 117 FURNFiURE PARTT�70N 1080 2 � 3 SPARE M 2£� 1 X - - N - d 3 8320 (E)'1ST FLR�+1STA H07 N t d4 1 X - - N -- 4 3 1600 RM 2i0 RECEFT N 2 2� 4 X 20 i -- N W,�I 117 FURNIfURE PART(TION 1480 �4 S I N G L E L I N E j5 SPAf2E N 2� � X 24 i N SRARE 6 5 SPACE N X - - N --- 6 5 160� Rivt 210 REI�Pf N 2 2Q 1 X 20 1 - N RM 117 FURNITURE PART€TiDN 148fl 8 � 7 SPARE N 24 f X - - N - 8 7 3040 (E)1 ST FLR RR WAT@�HEAT N 1 2fl 3 X 2Q 3 N SPARE 8 7 16t}€} RM 2iU RECEPi N 2 20 1 X 20 1 5 N RRA 117 REC_ � $ D I AG RAM & 9 SPsARE N 2{� 1 X 5fl 2 N SPARE i0 9 3(m0 - N -- - - X N - 10 9 8Q0 RM 210 RECEPTS N 2 20 1 X 20 i i N RM 117 COP82 100� 10 ' 11 SPARE N 2Q 4 X -- - N - 12 �1 3flC}0 -- N - - - X - - N -- 12 11 9t�} RAR 21d RECEPfS N 2 24 1 X 2fl 1 5 N RM 115,116,126 REC_ 90Q 12 � 13 FUTURECAR CHAR� N i 50 2 JC 20 1 N SPARE 1d 13 SPARE N 3U 3 X 2Q 3 N SPARE 14 13 108Q RhA 117 FURNtTUREPARTt�idN R 2 20 1 X 20 1 6 N RM 1i5,116,126 REC. 3(?8{3 �4 PAN E L 15 N - - - X 20 1 N SPARE 16 i5 N - - X - - N - 18 15 1t180 RM1 117 FURN(IUf2E PARTt�iON R -- 20 1 X 20 1 S N Rt�115,116,126 REC_ 3fl80 18 17 4180 TESLA GAR GiARGER N 7 50 2 X 24 1 N SPARE 18 17 -- N - - X - - N -- 18 17 1€}80 RR,t 117 FURNETURE PARTECK3N R - 20 1 X 20 1 3 N RM 11d 72Q 18 S C H E D U L E 19 416� N - - - X 20 1 N SPARE 2Q 19 SPARE N dd 3 X 20 3 N SPARE 20 19 1080 RFA 1 i7 FURNtTURE PARTlTK3N R 2 20 1 X 15 1 1 N ff-3 fi9& 2fl ; 21 36()0 GT2124 G4R CHARGER N 1 d� 2 3C 20 1 H SPARE : 22 21 -- N - - X - - N - 22 21 1a80 RF�i 117 FURNtTURE PAR-(T�ION R - 2Q t �C 2a ] t N GEN_BATTERY CHAR��2 i�00 22 �3 3Bfl0 - N - - - ?C 2p 1 N SPARE 24 23 - N - - X - - N - 24 23 �08€3 RM 117 FURNITURE PARTtTK?N R - 20 1 3C 20 1 1 N GEN.CONTROL PANEL 10� 24 Copyright 2012.All rights reserved. No part of this 25 36flD GT2121 G4R CNARGER N 1 d0 2 X 2fl 1 N SPARE : 26 25 SPARE N 3� 3 X 30 3 N SPARE 26 25 1�84 Rh't t 17 FURNtTURE PARTITION R 2 20 i X 20 1 1 N GEN_JACKET HEATER 1�00 26 work product shall be reproduced in any form or by 27 360fl -- N - - - X 20 1 N SPARE 28 27 - N - - X - - N - 28 27 �080 RM 117 FURNtiURE FARTiflC1N R -- 20 1 X 20 1 1 R GENERATOR ANNUGAT4R i80 28 any means-graphic, electronic or mechanica(, I 29 3600 CT2121 CAR CtiARGER N 1 40 2 X 20 1 N SPARE 3p 2B -- N - - X - - N - 30 24 1080 RM 117 FU�d�fURE PARTiT�N R - 2A 1 X 20 i 1 R RM117 Ft�2NITURE PAR7T�loN 1080 3o including photocopying,without permission in writing ' 31 3600 -- N - - - X 2t? 1 N SPARE 32 31 SPARE N 3i1 3 X 3{3 3 N SPARE 32 31 1t380 RM 197 FURNffUREPARTifiON R 2 20 1 X 20 1 -- R RAA117 Ft�2NI�UREPARTiTIDN 9Q8� 32 fram REIVGEL+CO. 33 3600 CT2121 CAR CHARGER N 1 40 2 X 3D 2 N SPARE 34 33 N - X - - N - 34 33 id80 Rtvl 117 FUf�JETURE PAR�FTfiON R - 20 1 X 2D 1 - R RM1 t7 FtA�NtTURE PARTI�ION 1Q80 34 35 3600 - N _ _ _ � � _ N -- 36 35 - N - - X - - N -- 36 35 1080 RM 117 FURNETURE PARTtTION R -- 20 3 X N SPACE 3s �ate: I 37 SPACE N - - X 30 2 N SPARE 3$ 37 SPARE N SO 3 X 1�0 3 1 N {E}XMFR-LA Tfl PAN�°i P� 113fiQ 38 37 1f}80 RM 117 FUf�+IETURE FART(fION R 2 20 1 X � Spq� � 04.25.13 � 39 SPARE N 30 2 X - N -- d0 �� -- N - - X - - -- N -- 10800 44 39 1080 RM 117 FURNCCURE PARTtCIQN R - 20 � X N SPACE d0 41 N - - X N SPACE 42 `�� -- � - - X - - -- N -- 14960 42 4f if18Q RR�i 117 FUFtP7tTt1RE PARTt�K3N R - 20 9 X N SPACE 42 Drawn by: � 1736� 10800 14960 ' PHASETOTALS PNASETOTALS 1132(3 1 i320 300(? RiASETOTALS RiASE7fliAtS 11360 1480Q 1d960 8600 7800 790t} PHASETOTALS PNASETOTALS 583& 5a2o 4�8o JCR Tcrtal Phase A: 11350 CONNECTED VA{CODE N}_ 37i 20 Totel Phase A: 22680 CANNECTID VA(CAI3E Nj= 6276D Tota!Phese A= 14436 CONNECTED YA(t'ADE N): 20716 Totai Phass B_ 2212a CONNECT�VA(CflDE L}: Totat Hzase B: 1322Q CDNNEGTm YA{CAI�L): PiOjeCt#; �otat�ase e: t�soa coH��c�r�vA �coo��}- 201234 - � Totel Phase�: 1496t1 CONNEGTED VA(COt3E R): 7vta}Phase C: 1796Q CONNEC7ID VA(CODE R): TotaE Phase C_ 9268(? CANNECTED VA(COOER): t9S20 I . CANNECTED VA(CAC�K): CONNECT�VA{CA�K}: CONNEG7ED VA{CO[3E K}: File name: . TOTAL COt�VECTED KVA_ 372 TOTAL CONNECT�KVA: 82.8 TOTAL CANNEC7ID KVA: d0.d �. �MAND KVR: DB+AAND KVA: DETAAND KYA: -4.9 TrendzitionslDiamond Bar/155Q Valley VistaNHA I ' � ` �OTAL ADJtJSTED KVA: 37.2 TOTAL AD,�JST�KVA: 62.8 TOTAL AD,IUST�KVA: 35_6 Sheet � TOTAL PANEL AMPS_ 12d.� TflTAL PAN�AMPS: 81_9 Tf1TAl PANEL AMPS: 106.9 ` AMtPS W1LCL: 124_7 AMPS WILCL_ 81.9 AMPS WtLCL: i06.9 i � ; QQ DENOTES EXISTING CIRCUIT BREAKER TO REMAIN; ALL OTHERS ARE NEW TO MATCH EXISTING, QQ DENOTES EXISTING CIRCUIT BREAKER TO REMAIN; ALL OTHERS ARE NEW TO MATCH EXISTING, QQ DENOTES EXISTING CIRCUIT BREAKER TO REMAIN; ALL OTHERS ARE NEW TO MATCH EXISTING, � � TYPE AND AIC RATING TYPE AND AIC RATING TYPE AND AIC RATING RPM#13-006 01.07.14 i I . -___-= _--'-_- - -_� �__ - � 1 . -- • . -_ _`_ - - I . . � = -__--�� � _- -= _--- � _- - -_ -- _ - - -- - - _ - - - _ _= -- _ -- - ��z i I - _ - - - _ _ _ _ _ - _ - --- - = -__ _ _- ___ __--'��� - i +� - - - _ - - - - - _ - = _- -___ -� -- _ - - - - -- -- - - - - - __ _ { - - _-__-_ -_- -- _-- - _ -_ _ _ _ - -- - - - _ - - _ - - - = -- _ _- _ - -- - - ,�� 333 EI Camino Real, Tustin, California 92780 ' �..' , - - _ = -- - - - - - - - _ - -- ' O+ 714.832.3333 F+ 714.838.2065 -_ _ -_= - -_ - - _ - _ - - - - -_ _ - - _ - - - = ___ _- www.rengelarch.com � - _ - - - - _ - - -_ _ - _ - _-_ - _ _ - - - - - - - -- - - _ _ _ - - _ - _ - - History record: ! - - _ - _- _ - -- _ - - - -- _ _ Date Description � i - - - � - - - - 01.14.13 ISSUE FOR PLAN CHECK - = -- - - 01.14.13 ISSUE FOR BID - -_ -_ - _ - 01.24.13 BID ADDENDUM#1 ' __ _ - _ - 01.28.13 BID ADDENDUM#2 j - -- _ t _- , � - - _ _ - i � - _ - i - - - _ - _ - - i i f ; Revisions: � No. Date Description � i j f � � 0124.13 BID ADDENDUM #1 ' I . � � I � � � � � � , � . � 1 ' � � ' �.1 �� Tre n dZIt1011S SYMBOLS ABBREVIATIONS CONT. ABBREVIATIONS PROJECT DIRECTORY PROJECT DATA SHEET INDEX Projectname: : � GA. GAGE, GAUGE 1550 VALLEY VISTA DRIVE DIAMOND BAR CA 91765 � SPEC. SPECIFICATION (S) A.F.F. ABOVE FINISHED FLOOR H.O. HIGH OUTPUT OWNER: TENANT: PROJECT ADDRESS: _ - I GALV. GALVANIZED SQ. SQUARE ACC. ACCESS HTc. H�T�Nc ARCHITECTURAL SHEETS: ZZ -- � i 'I G.C. GENERAL CONTRACTOR S.Y. S Q U A R E Y A R D A.P. A C C E S S P A N E L H.V.A.C. H E A T I N G/V E N T I N G/A I R C O N D I T I O N I N G VHA VHA 1 5 5 0 V A L L E Y V I S T A D R I V E � , GL. GLASS, GLAZING S.S. STAINLESS STEEL ACOUS. ACOUSTICAL HT. HEIGHT 17038 EVERGREEN PLACE 17038 EVERGREEN PLACE DIAMOND BAR, CA 91765 T1 COVER SHEET G L.B L K. G L A S S B L O C K STD. STANDARD AC.T. ACOUSTICAL TILE H. HIGH C I T Y O F I N D U S T R Y, C A 9 1 7 5 4 C I T Y O F I N D U S T R Y, C A 9 1 7 5 4 � GR. GRADE, GRADING STL STEEL ADJ. ADJACENT H.P. HIGH POINT TEL. TEL. BUILDING CODE SUMMARY: GNZ ACCESSIBILIT`�( NOTES 1550 VALLEY VISTA DRIVE ' A COLUMN LINE G. GRANITE CONTACT: VICENTE HUANG CONTACT: VICENTE HUANG GN3 ACCESSIBILIT`t( DETAILS DIAMOND BAR, CA 91765 STOR. STORAGE ADJT. ADJUSTIBLE H.C. HOLLOW CORE OCCUPANCY: B (OFFICE) _ GYP. BD., GYPSUM BOARD S.D. STORM DRAIN A/C AIR CONDITIONING H.M. HOLLOW METAL � GYP. GYPSUM STRUCT. STRUCTURAL ALT. ALTERNATE HORIZ. HORIZONTAL CONSTRUCTION TYPE: V-B FULLY SPRINKLERED GN4 SPECIFICATION SHEET � G.I. GALVINIZED IRON SUSP. SUSPENDED ALUM. ALUMINUM H.B. HOSE BIBB STORIES: 2 GN5 1ST AND 2ND FLOOR EGREES PLAN HBD. HARDBOARD SYM. SYMMETRY (ICAL) A.B. ANCHOR BOLT H.W. HOT WATER ARCHITECT: I HDW. HARDWARE A001 1 ST FLOOR DEMOLTION PLAN � BUILDING SECTION HDWD. HARDWOOD SYS. SYSTEM ANOD. ANODIZED H.W.H. HOT WATER HEATER SCOPE OF WORK: _ 12 SHTG. SHEATHING APPROX. APPROXIMATE HR. HOUR RENGEL+COMPANY ARCHITECTS AOOZ 2ND FLOOR DEMOLITION PLAN = � SECTION IDENTIFICATION HDR. HEADER INTERIOR TENANT IMPROVEMENTS MODIFICATIONS TO REMODEL APPROX. ARCH. ARCHITECT (URAL) HYD. HYDRANT 333 EL CAMINO REAL - � A3.1 � SHEET WHERE SECTON IS DRAWN SN. SILL NAIL VAR. VARNISH AUTO. AUTOMATIC IN.(") INCH TUSTIN, CA 92780 22,630 S.F. OF OFFICE SPACE AND 1,078 SQ.FT OF EXTERIOR PATIO A100 SITE PLAN = i S&P SHELF & POLE VNR. VENEER A.C. ASPHALT CONCREfE INCL INCLUDE (D), (ING) TEL. 714 832-3333 T 1 AND WALKWAY -_ '; TEL. TELEPHONE VERT. VERTICAL ASPH. ASPHALT I.D. INSIDE DIAMETER FAX. 714 838-2065 A'IOZ GENERATOR ENCLOSURE ENLARGED PLAN ' N. TELEVISION V.I.F. VERIFY IN FIELD A/C AIR CONDITIONING INSUL. INSULATE (D), (ION) CONTACT: TERRY SMITH ; TEMP. TEMPERED W.T.W. WALL TO WALL B.M. BENCH MARK INT. INTERIOR TSMITHC�RENGELARCH.COM A SEPERATE SPRINKLER PERMIT SHALL BE REQUIRED FOR THIS ; ; THK. THICK (NESS) W.C. WATER CLOSET BSMT. BASEMENT JAN. JANITOR BUILDING OR MODIFICATION TO THIS EXISTING BUILDING. PLANS SHALL THRES. THRESHOLD WP. WATERPROOFING BM. BEAM JT. JOINT MECHANICAL, ELECATRICAL&PLUMBING: BE SUBMITTED TO THE FIRE DEPARTMENT FOR APPROVAL. AZO'I FIRST FLOOR POWER/DATANOCE PLAN � EXTERIOR ELEVATION TOL. TOLERANCE WS. WEATHER STRIPPING BRG. BEARING KIT. KITCHEN A2�O SECOND FLO�R PARTION PLAN T&G TONGUE AND GROOVE WT. WEIGHT BET. BETWEEN K.O. KNOCK OUT RPM ENGINEERS I �2 � ELEVATION IDENTIFICATION T.O.C. TOP OF CURB W.W.F. WELDED WIRE FABRIC B.L. BUILDING LINE " L. LENGTH 120 DISCOVERY A211 SECOND FLO�R POWER/DATANOCE PLAN _ � � A4.1 � SHEET WHERE ELEVATION IS DRAWN T.O.P. TOP OF PARAPET W• WEST, WIDE, WIDTH BLK. BLOCK LT. LIGHT IRVINE, CA 92618 � A4OO FIRST FLOOR REFLECTED CEILING PLAN ` _ T.O.S. TOP OF SLAB W/ WITH BLKG. BLOCKING LBL. LABEL TEL. 949 450 1229 WDW. WINDOW BD. BOARD LAB. LABORATORY HAZARDOUS MATERIALS STORED AND/OR USED WITHIN THE BUILDING FAX. 949 450 1454 A4�O SECOND FLOOR REFLECTED CEILING PLAN I T.O.STL. TOP OF STEEL CONTACT: RAYMOND PHUA WILL NOT EXCEED THE QUANTITIES LISTED IN CBC TABLES 307.1(1) - DETAIL T.O.W. TOP OF WALL W.GL. WIRED GLASS BOT. BOTTOM LAD. LADDER AN� 30�.2(2). A411 ENLARGED REFLECTED CEILING & FRAMING PLANS I TX. TRANSFORMER W-M• WIRE MESH BLDG. BUILDING LAM. LAMINATE (D) EMAIL: RAYPC�RPMPE.COM 1 12 � DETAIL IDENTIFICATION NP. TYPICAL W/� WITHOUT B.U.R. BUILT UP ROOFING LAV. LAVATORY A500 FIRST FLOOR FINISH PLAN � � A8.1 � SHEET WHERE DETAIL IS DRAWN TBM. TOP OF BEAM WD. WOOD CAB. CABINET L.H. LEFT HAND A510 SECOND FLOOR FINISH PLAN i TPL. TOP PLATE W•P- WORKING POINT CPT. CARPET (ED) LT.WT. LIGHTWEIGHT A511 INTERIOR ELEVATIONS � __ � UNF. UNFINISHED WSCT. WSCT. C.I. CAST IRON LIN. LINEAR ! U.O.N. UNLESS OTHERWISE NOTED W•H• WATER HEATER C.I.F. CUT IN FIELD LVR. LOUVER A600 ENLARGED RESTROOMS PLAN ; INTERIOR ELEVATIONS V.B. VAPOR BARRIER (REfARDER) W•R.G.B. WATER RESISTANT CLG. CEILING L.P. LdW POINT i j GYPSUM BOARD CLG.HT. CEILING HEIGHT LINO. LINOLEUM ASOO PARTION SCHEDULE 12 � ELEVATION IDENTIFICATION � ' CEM. CEMENT �Tc. ucHTiNc A810 DOOR SCHEDULE ' A5.1 � SHEET WHERE ELEVATION IS DRAWN CTR. CENTER M.B. MACHINE BOLT ' C.T. CERAMIC TILE MBR. MEMBER APPLICABLE CODES 1 � i CLR. CLEAR (ANCE) MFR. MANUFACTURE (R) . CLO. CLOSET MAS. MASONRY STRUCTUR/`1L SHEETS: ' KEY NOTE SYMBOL COL. COLUMN M.O. MASONRY OPENING ! ❑4 � REFERENCE NUMBER CONC. CONCREfE (CAST-IN-PLACE) MATL. MATERIAL (S) ALL CONSTRUCTION SHALL CONFORM TO: i C.M.U. CONCREfE MASONRY UNIT MAX. MAXIMUM � S'I GENERAL NOTES, PARTIAL FLOOR PLAN ICONST. CONSTRUCTION MECH. MECHANIC (AL) 2010 CALIFORNIA BUILDING CODE (CBC) SECTIONS & DETAILS : DOOR SYMBOL CONST.JT. CONSTRUCTION JOINT MED. MEDIUM 2010 CALIFORNIA ELECTRICAL CODE (CEC) i S-2 GENERATOR ENCLOSURE PLAN, � O � CONT. CONTINUOUS OR CONTINUE MEMB. MEMBRANE 2010 CALIFORNIA MECHANICAL CODE (CMC) DOOR IDENTIFICATION E N E RGY CO M P L IAN C E N OTES C.JT. CONTROL JOINT MTL. METAL 2010 CALIFORNIA PLUMBING CODE (cPc) SECTIONS & DETAILS C.G. CORNER GUARD MEZZ. ANINE 2010 CALIFORNIA FIRE CODE (CFC) S-3 TRANSFORMER PLAN, CORR. CORRIDOR MIN. (') MINIMUM, MINUTE 2010 CALIFORNIA ENERGY COMMISSION SECTIONS & DETAILS C.W. CURTAIN WALL OR COLD WATER MIR. MIRROR 1. INSTALLED INSULATION MATERIAL SHALL HAVE BEEN CERTIFIED BY THE CER. CERAMIC MISC. MISCELLANEOUS WINDOW TYPE SYMBOL MANUFACTURER TO COMPLY WITH THE CALIFORNIA QUALITY STANDARDS CIR. CIRCLE MLD. MOLDING, MOULDING . - � OX � WINDOW IDENTIFICATION FOR INSULATING MATERIAL. (SEC. 118). CLKG. CAULKING M.R. MOP RECEPTOR � I 2. ALL INSULATING MATERIALS SHALL BE INSTALLED IN COMPLIANCE WITH CONN. CONNECTION MT. MOUNT (ED), (ING) D E F E RRE D S U�M ITTAL � CTSK. COUNTERSUNK MOV. MOVABLE ELECTRICAL sHEETs: � THE FLAME SPREAD RATING AND SMOKE DENSITY REQUIREMENTS OF �,g, CATCH BASIN MULL. MULLION SECTIONS 719.1 OF THE CBC. C.J. CEILING JOIST NAT. NATURAL THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING PERMITS ON E-� SYMBOL LIST pND DETAILS ' 3 . 3. ALL EXTERIOR JOINTS AND OPENWGS IN THE BUILDING ENVELOPE THAT D. DEEP, DEPTH NOM. NOMINAL WALL TYPE SYMBOL DET. DETAIL N. NORTH ALL DESIGN/BUILD ITEMS: E-2.0 FIRST FLOOR LIGHTING PLAN � ARE OBSERVABLE SOURCES OF AIR LEAKAGE SHALL BE CAULKED, j GASKETED, WEATHER-STRIPPED (EXCEPT FOR UNFRAMED GLASS DOORS DIAG. DIAGONAL N.I.C. NOT IN CONTRACT 1. FIRE ALARM SYSTEM E-Z.� SECOND FLOOR LIGHTING PLAN � AND FIRE DOORS). (SEC. 116). DIA. DIAMETER N.T.S. NOT TO SCALE � 2. BUILDING SIGNAGE AND ATTACHMENT METHOD DIF. DIFFUSER N0. OR # NUMBER E-3.0 FIRST FLOOR POWER PLAN 4. SITE CONSTRUCTION DOORS, WINDOWS AND SKYLIGHTS SHALL BE DIM. DIMENSION N.G. NATURAL GRADE 3. A SEPARATE SPRINKLER PERMIT SHALL BE REQUIRED FOR THIS E-3.'I SECOND FLOOR POWER PLAN ; P3 � EXTERIOR FINISH SYMBOL CAULKED BETWEEN THE UNIT AND THE BUILDING AND SHALL BE DISP. DISPENSER OFF. OFFICE BUILDING OR �AODIFICATION TO THIS EXISTING BUILDING. PLANS ' WEATHER-STRIPPED (EXCEPT FOR UNFRAMED GLASS DOORS AND FIRE DR. DOOR O.C. ON CENTER (S) SHALL BE SUBMITTED TO THE FIRE DEPARTMENT FOR ,aPPRovA�. E-4 SINGLE LINE DaAGRAM i DOORS). (SEC. 1 16). DWR. DRAWER OPG. OPENING E-5 PANEL SCHEDULES _ DWG. DRAWING OPP. OPPOSITE 1 Stamp: INTERIOR FINISH SYMBOL 5. MANUFACTURED DOORS AND WINDOWS INSTALLED SHALL HAVE AIR NOTE TO CONTRACTOR E-7 SITE PLAN P3 • D.F. DRINKING FOUNTAIN O.D. OUTSIDE DIAMETER ' INFILTRATION RATES CERTIFIED BY THE MANUFACTURER (PER 2-53169A) DIV, DIVISION O.A. OVERALL 1. AFTER JULY 1, 1993, MANUFACTURED FENESTRATION PRODUCTS DN. DOWN OBS. OBSCURE MUST BE LABELED FOR U-VALVE ACCORDING TO NFRC PROCEDURES. DS. DOWNSPOUT PTD. PAINT (ED) SE�ARC ;i ROOM NUMBER (SEC. 116). E. EAST PNL. PANEL SPECIFICATIONS ARE A PART OF THIS PLAN SET, AND MusT BE MECHANICAL SHEETS: �� y��' ELEC. ELECTRIC (AL) P.BD. PARTICLE BOARD O REVIEWED DURING BIDDING. THESE SPECIFICATIONS SHALL TAKE P� �•R F�, E.W.C. ELECTRIC WATER COOLER PTN. PARTITION ��P F.y � � 100 � ROOM NUMBER EL ELEVATION PERF. PERFORATE (D) PRECEDENCE OVER THE PLAN, AND ANY DISCREPANCIES SHALL BE M-'I HVAC NOTES, DETAILS � .+. '' EA. EACH P. PERSON (S) BROUGHT TO THE ATTENTION OF RENGEL+CO. PRIOR TO BID SUBMITTAL. � E.N. EDGE NAILING PLAS. PLASTER SUBMISSION OF A PROPOSAL SHALL BE CONSTRUED AS EVIDENCE THAT M-2 DEMOLITION PLAN �� ��� � i ELEV. ELEVATOR PLAS. LAM. PLASTIC LAMINATE THE CONTRACTOR HAS FAMILIARIZED HIMSELF WITH PLANS, SPECS, AND M-2.'I SECOND FLOOR HVAC PLAN ����"'I-�` ��' � STORMWATER POLLUTION EMER. EMERGENCY PL. PLATE SITE CONDITIONS. CLAIMS FOR MATERIALS AND LABOR SUBSEQUENT TO '9T� _ �� ' ENC. ENCLOSE (URE) PLGL. PLATE GLASS THE BID WILL NOT BE RECOGNIZED FOR LACK OF PROPER REVIEW OF M-3 FIRST FLOOR HVAC PLAN ��CAl-�F ; REv�s�oN PREVENTION EQ• EQUAL PLMB. PLUMBING P�NS, SPECS, AND siTE. T-24 TITLE-24 FORNNS � CLOUD AROUND REVISED AREA EQUIP. EQUIPMENT PLWD. PLYWOOD �N � ! X EXH. EXHAUST PT. POINT _ • ; COMPLIANCE TO THE WATER QUALITY STANDARDS AND ANY EROSION CONTROL EXIST. EXISTING PVC. POLYVINYL CHLORIDE Sheet title: I� PLAN ASSOCIATED WITH THIS PROJECT INCLUDES, BUT IS NOT LIMITED TO THE EXP.JT. EXPANSION JOINT P.S.F. POUNDS PER SQUARE FOOT PLUMBING sHEET: FOLLOWING REQUIREMENTS. EXP. EXPOSED P.S.I. � POUNDS PER SQUARE INCH EXT. EXTERIOR P.L. PROPERTY LINE i MATCH LINE 1. SEDIMENTS AND OTHER POLLUTANTS SHALL BE RETAINED ON SITE UNTIL FIN. FINISH (ED) PR. PAIR VI C I N ITY MAP P� PLUMBING NOTES, DETAILS & SPECIFICATIONS � PROPERLY DISPOSED OF, AND MAY NOT BE TRANSPORTED FROM THE SITE PZ PLUMBING PLAN - 1ST FLOOR COVE R S H E ET (SHADED PORTION IS SIDE CONSIDERED) VIA SHEET FLOW, SWALES, AREA DRAINS, NATURAL DRAINAGE COURSES OR F.A. FIRE ALARM PT. POINT WIND. F.E. FIRE EXTINGUISHER Q•T• QUARRY TILE P3 PLUMBING PLAN - 2ND FLOOR_ ' F.E.C. FIRE EXTINGUISHER CABINEf RAD. RADIUS C�'.;��Y U� ���:�';::��5 2. STOCKPILES OF EARTH AND OTHER CONSTRUCTION RELATED MATERIALS F.H.S. FIRE HOSE STATION RECP. RECEPTACLE �,� ,�,,�T� �y Y � REF. REFERENCE �''�L����'�"`5=;,�; SHALL BE PROTECTED FROM BEING TRANSPORTED FROM THE SITE BY THE FP. FIREPROOFING „� ��r��T,,, � �';:,,,-�-�',��,,, ' FORCES OF WIND AND WATER FLOW. F.P.S.C. FIRE-PROOF-SELF-CLOSING REG. REGISTER Fi'-��P��c"�+`r„�I E��, :.: � � DATUM POINT PROJECT LOCATION i F.R. FIRE-RESISTANT REINF. REINFORCE (D), (ING) � � �,, � �� �' � s ;� �= 4 a,�i � 3. FUELS, OILS, SOLVENTS AND OTHER TOXIC MATERIALS SHALL BE STORED IN FLR. FLOOR ING RESIL. RESILIENT " �' � ==� Copyright 2012.All rights reserved. No part of this � � �. �_ : ACCORDANCE WITH THEIR LISTING AND ARE NOT TO CONTAMINATE THE SOIL � � ��`'� � � � r �� �y � AND SURFACE WATERS. ALL APPROVED STORAGE CONTAINERS ARE TO BE F.D. FLOOR DRAIN RET. RETURN wor k pro duc t s ha l l be repro duce d in any form or by PROTECTED FROM THE WEATHER. SPILLS MUST BE CLEANED UP IMMEDIATELY FLUOR. FLUORESCENT R.A. RETURN AIR ��� _ � _ � any means-graphic,electronic or mechanical, � I FT. (') FOOT REV. REVISION (S), REVISED , � � � AND DISPOSED OF IN A A PROPER MANNER. SPILLS MAY NOT BE WASHED � � ;� ,� „ , .;� ; ,�r , -;,� -��,; •� including photocopying,without permission in writing i FTG. FOOTING R.H. RIGHT HAND � 5_ , ��;: , INTO THE DRAINAGE SYSTEM, NOR BE ALLOWED TO SETTLE OR INFILTRATE FND. FOUNDATION R.D. ROOF DRAIN .�x �� L� ��` � � ` �'- "' ' from RENGEL+CO. � INTO THE SOIL. F.A.I. FRESH AIR INTAKE RM. ROOM � � ; � � � � � F� �'� � _ . ,, �a ;��1�, �,-� �r� m�, Date: 4. EXCESS OR WASTE CONCRETE MAY NOT BE WASHED INTO THE PUBUC WAY F.S. FULL SIZE R.O. ROUGH OPENING � �,� � � �- � � F" ' � ' ' �` � 01.28.13 OR ANY OTHER DRAINAGE SYSTEM. PROVISIONS SHALL BE MADE TO RETAIN FURR. FURRED (ING) R. RISER �' �� � � '� �'�' � �, � � � �°� �5u:�j2�t t����. ..:��,.�n aa�rov�l CONCRETE WASTES ON SITE UNTIL THEY CAN BE DISPOSED OF AS SOLID FUT. FUTURE RDWD. REDWOOD '� � ''� � �, '�"� ` �'"�� ` I � -� �� -r- � } Tr,a sta!r�pi�� �', .`,;� ��_� and specif�;.st;on: Drawn by: WASTE. F.A.U. FORCED AIR UNIT SCH. �� SCHEDULE '�'��� �t����r����f � � ; ,' �;1;�LL ivCT he h91d �ci par,�nii cr to 5r� ar F.N. FIELD NAIL SEC. ( � SECOND, SECTION 4� ��>: � ;� .� ap�rova� a± ira vi�lat�n of any prev+sions o JCR Q 5. TRASH AND CONSTRUCTION SOLID WASTE SHALL BE DEPOSITED INTO A �. ; R � �_ � �'. F.O.C. FACE OF CONCRETE SHT. SHEET `� �" �. ' any C��r,n;!C;�L Qr,��t,a�ce a-�tst��aw. ; M COVERED RECEPTACLE TO PREVENT CONTAMINATION OF RAINWATER AND � � : � ,� ' Project#: F.O.M. FACE OF MASONRY SIM. SIMILAR ' , = -. � � DISPERSAL BY WIND. F.O.S. FACE OF STUD S.C. SOLID CORE ��� , � ��,�,:.%� 201234 ' � � 6. SEDIMENTS AND OTHER MATERIALS MAY NOT BE TRACKED FROM THE SITE F.G. FINISH GRADE ; N BY VEHICULAR TRAFFIC. THE CONSTRUCTION ENTRANCE ROADWAYS MUST BE (S) SPK. SPEAKER ' � r� � ���� �� � � . - F.J. FLOOR JOIST � �� �"�`�f ��� File name: ( . - STABILIZED SO AS TO INHIBIT SEDIMENTS FROM BEING DEPOSITED INTO THE `�f � � �� :��� I � � ` Trendzitions/Diamond Bar/1550 Valley Vista/VHA r-I PUBLIC WAY. ACCIDENTAL DEPOSITS SHALL BE SWEPT UP IMMEDIATELY AND .;� ,� '�� ; ��s� ,�� �� i � �""� MAY NOT BE WASHED DOWN BY RAIN OR OTHER MEANS. -� L.A. C�L�;: � r:��� vc°T. �"��� �� �; �,� ��� ' Fl�ic PRtV�i�i i i�;� E�;r��,A�! Sheet: - I (� 7. ANY SLOPES WITH DISTURBED SOILS OR REMOVED VEGETATION SHALL BE ��,�p��� "� �`�;.� = - . rl STABILIZED TO INHIBIT EROSION BY WIND AND WATER. ��:�i ,�'.. � €`� _ - O '``�``�r•,?L?n��:sr'�s�f.�:i '�`��`: '�x� ��n � _ ._ _ _ .� N 8• STORMWATER POLLUTION PREVENTION DEVICES AND/OR PRACTICES EROSION ���"����r�_ .l� <. - ;� i �' '.���' � ��.. !�,'#.� �:�f,��; -� -- - - - --• - �`� '��`'� � ����y T 1 _ _ � CONTROL DEV�CES WILL BE MODIFIED AS NEEDED AS THE PROJECT _ � PROGRESSES TO ENSURE EFFECTIVENESS. - '' M TOTAL SHEETS: � ,--i - - - - - - - � - - - . _ ����� � • � • ���� TITLE 24 DISABILITY ACCESS NOTES = _: _ _.� - - _ � � - - - _�� _ -- ��� _ _ _� ��� : �� - ��� -- -_-��� i . SITE DEVELOPMENT 10. SIDEWALKS AND OTHER PEDESTRIAN WAYS SHALL CONFORM TO THESE 6. IF THE CLEAR FLOOR SPACE ALLOWS A PARALLEL APPROACH BY A E. HAZARDS AND PROTRUDING OBJECTS: F. WATER CLOSET - - � 333 EI Camino Real, Tustin, California 92780 REQUIREMENTS WHEN INTERRUPTED BY DRIVEWAYS OR OTHER WALKS. PERSON IN A WHEELCHAIR, THE MAXIMUM HIGH SIDE REACH O+ 714.832.3333 F+ 714.838.2065 - GENERAL REQUIREMENT: SITE DEVELOPMENT AND GRADING SHALL BE ALL INTERRUPTIONS IN A LEVEL WALK SHALL COMPLY WITH THE CURB ALLOWED IS 54" AND THE LOW SIDE REACH SHALL BE 9" AFF 1. OBJECTS PROTRUDING FROM WALLS WITH THEI �� » DESIGNED TO PROVIDE ACCESS TO PRIMARY ENTRANCES AND ACCESS TO RAMPSECTION. R LEADING EDGES 1 . HEIGHT OF WATER CLOSET SEAT SHALL BE 17 TO 19 ABOVE FLOOR. www.rengelarch.com NORMAL PATHS OF TRAVEL, AND WHERE NECESSARY TO PROVIDE ACCESS, MINIMUM. A SIDE REACH IS ALLOWED OVER AN OBSTRUCTION BETWEEN 27" AND 80" AFF SHALL PROTRUDE 4" MAXIMUM INTO PROVIDED THE HORIZONTAL DIMENSION OF THE OBSTRUCTION WALLS, CORRIDORS OR PASSAGEWAYS. History record: L INCORPORATE PEDESTRIAN RAMPS, CURB RAMPS, ETC. 11 . THERE SHALL BE A 36" WIDE TRUNCATED SURFACE (DOMES, .2" DOES NOT EXCEED 24" AND A MAX. HT. OF OBSTRUCTION DOES 2. TOILET FLUSH CONTROLS SHALL BE OPERABLE WITH ONE HAN D, AND HIGH , .9 IN DIAMETER AND CENTERED 2.35" APART) WHENEVER NOT EXCEED 34" AFF. SHALL NOT REQUIRE TIGHT GRASPING, P�NCHING OR TWISTING OF THE Date Description A. HANDICAPPED PARKING SPACES THERE IS NOT A CURB OR POSTS SEPARATING A DRIVEWAY AND A 2. OBJECTS MOUNTED WITH THEIR LEADING EDGES, AT, OR BELOW 1 . SPACES SHALL BE SO LOCATED THAT HANDICAPPED PERSONS ARE PEDESTRIAN WALKWAY OR AT A GRADE LEVEL WATER FEATURE. 27" AFF MAY PROTRUDE ANY AMOUNT ALLOWABLE BY OTHER WRIST. CONTROLS FOR THE FLUSH VALVES SHALL BE MOUNTED ON THE 01.14.12 ISSUE FOR PLAN CHECK , NOT COMPELLED TO WHEEL OR WALK BEHIND PARKED CARS OTHER II. ENTRANCES AND CIRCULATION REQUIREMENTS. WIDE SIDE OF THE TOILET AREAS, (EXCEPT TANK TYPE) NO MORE t THAN 44" AFF. THE FORCE REQUIRED TO ACTIVATE CONTROLS SHALL � THAN THEIR OWN. ALL PRIMARY ENTRANCES TO BUILDINGS AND FACILITIES SHALL BE MADE 3. FREE STANDING OBJECTS MOUNTED ON POSTS OR PYLONS MAY BE NO GREATER THAN 5 LBS. � D. PEDESTRIAN RAMPS ACCESSIBLE TO THE PHYSICALLY HANDICAPPED/PHYSICALLY DISABLED PERSONS. OVERHANG 12" MAXIMUM FROM 27" TO 80" AFF ABOVE LITTLE 2. SINGLE STANDARD PARKING SPACES SHALL BE 8 FT. WIDE X 18 FT. 3. THERE SHALL BE 18" TO THE CENTERLINE TO THE WATER CLOSET TO WITH AN ADJACENT 5 FT. WIDE LOADING AREA ON THE PASSENGER 1 . A PATH OF TRAVEL WITH A SLOPE GREATER THAN 5� (1 :20) SHALL THE NEAR WALL AND A CLEAR SPACE BESIDE THE WATER CLOSET TO SIDE OF THE VEHICLE. BE CONSIDERED A RAMP. A. GENERAL REQUIREMENTS � 4. OBJECTS SHALL NOT REDUCE THE CLEAR WIDTH OF AN THE OTHER WALL. - 3. VAN ACCESSIBLE SPACES SHALL BE 9 FT. WIDE X 18 FT. WITH AN 2. THE MAXIMUM RAMP SLOPE SHALL NOT EXCEED 8.33� (1 :12) IN 1 . ALL BUILDING ENTRANCES THAT ARE ACCESSIBLE TO AND USABLE BY ACCESSIBLE ROUTE OR MANEUVERING SPACE. G. URINALS � ADJACENT 9 FT. WIDE LOADING AREA ON THE PASSENGER SIDE OF THE PATH OF TRAVEL. PHYSICALLY HANDICAPPED /PHYSICALLY DISABLED PERSONS SHALL � THE VEHICLE. BE IDENTIFIED WITH AT LEAST ONE STANDARD SIGN DISPLAYING THE 5. WALKS, HALLS, CORRIDORS, PASSAGEWAYS, AISLES, OR OTHER � 3. THE WIDTH SHALL BE 48" MINIMUM UNLESS ENTRANCE LEAVES AN INTERNATIONAL SYMBOL OF ACCESSIBILITY AND WITH ADDITIONAL CIRCULATION SPACES SHALL HAVE 80" MINIMUM CLEAR HEADROOM. 1 . WHERE URINALS ARE PROVIDED, THE RIM OF AT LEAST ONE SHALL ! PROJECT 14" FROM THE WALL AND BE LOCATED 17" MAXIMUM . DOUBLE PARKING SPACES SHALL BE 23 FT. WIDE X 18 FT. WITH A OCCUPANT LOAD OF MORE THAN 300, WHICH RAMPS SHALL BE 60" DIRECTIONAL SIGNS, AS REQUIRED, TO BE VISIBLE TO PERSONS ABOVE THE FLOOR 5 FT. LOADING AREA BETWEEN THE TWO 9 FT. VEHICLE SPACES. MINIMUM. . � ALONG APPROACHING PEDESTRIAN WAYS. 6. ABRUPT CHANGES IN LEVEL, EXCEPT BETWEEN SIDEWALKS AND A 4. LANDINGS ARE REQUIRED AT TOP AND BOTTOM OF RAMPS. STREET OR DRIVEWAY, EXCEEDING 4" IN A VERTICAL DIMENSION, 2. THE FORCE REQUIRED TO ACTIVATE THE FLUSH VALVE SHALL BE Revisions: ' 5. MAXIMUM SLOPE OF PARKING SURFACE IN ANY DIRECTION F 1007.4.2A B. DOORS, VESTIBULES AND CORRIDORS SUCH AS AT PLANTERS OR FOUNTAINS LOCATED ADJACENT TO 5 LBS. MAXIMUM AND LOCATED 44° MAXIMUM ABOVE THE FLOOR. No. Date Description � . SHALL NOT EXCEED 2.0�, 1 :50" PER FOOT. A. BOTTOM LANDING SHALL BE MINIMUM OF 72" IN THE SIDEWALKS OR PEDESTRIAN WAYS SHALL BE IDENTIFIED BY A 6" = DIRECTION OF TRAVEL. 1 . ALL REQUIRED EXIT DOORS SHALL HAVE 32" CLEAR OPENING WIDTH HIGH CURB AND A 36" WIDE TRUNCATED SURFACE TO WARN THOSE ' 6. PARKING SPACES SHALL BE IDENTIFIED BY SIGN WITH THE B• TOP LANDING SHALL BE 60" X 60" MINIMUM. AT 90 DEGREES (36" DOOR) AND MINIMUM 6'-8" HEIGHT. WITH A VISUAL DISABILITY. 3. PROVIDE 30" X 48" CLEAR FLOOR SPACE FOR FORWARD APPROACH. E INTERNATIONAL SYMBOL OF ACCESSIBILITY MOUNTED ON A POST OR � C. WHEN DOOR SWINGS ONTO TOP LANDING, MINIMUM 2• AT LEAST ONE OF A PAIR OF DOORS SHALL MEE? THE MIN. 32" CLEAR 7• THE EDGES OF BOARDING PLATFORMS IN TRANSPORTATION � WALL IN FRONT OF SPACE. SIGN SHALL BE REFLECTORIZED, WHITE ON ENTRANCE WIDTH REQUIREMENT. TERMINALS OR IN SIMILAR FACILITIES SHALL BE IDENTIFIED BY A LIGHT- DARK BLUE BACKGROUND, AT LEAST 70 SQ. INCH IN AREA, AND DEPTH OF LANDING REQUIRED IS DOOR WIDTH PLUS 42". H. LAVATORIES � COLORED BAND OF CLEARLY CONTRASTING TEXTURE AND COLOR AT ! MOUNTED 80" ABOVE GRADE FOR POST WHEN IN A PATH OF TRAVEL, 3. THRESHOLD SHALL BE NO HIGHER THAN 1/2" ABOVE THE FLOOR. LEAST 18" IN WIDTH. CONTRASTING STRIPING , OR OTHER „ „ E ' OR 36" ABOVE GRADE FOR WALL MOUNTING. �• W�THIN DOOR SWINGS ONTO THE TOP LANDING, THE WIDTH EDGE TO BE BEVELED WITH A SLOPE NO GREATER THAN 1 IN 2, IF ALTERNATIVES TO THE ABOVE, WILL BE PERMITTED WHERE THE 1 . PROVIDE 30 X 48 CLEAR FLOOR SPACE FOR FORWARD APPROACH. i ! OF LANDING SHALL EXTEND 24" PAST THE STRIKE EDGE - � OF DOOR FOR EXTERIOR F�AMP, OR 18" PAST STRIKE EDGE MORE THAN 1/4". RESULTANT PATTERNS, COLOR, OR ALTERNATIVE ADEQUATELY IDENTIFY SAID CLEAR FLOOR SPACE MAY INCLUDE KNEE AND TOE SPACE � THE PLATFORM EDGE. UNDER LAVATORY DESCRIBED BELOW. ` ' �- IN ADDITION, SURFACE OF PARKING SPACE(S) SHALL BE FOR INTERIOR RAMP. � 4. EXTERIOR LEVEL LANDING MAY SLOPE UP TO 2� (1 :50) IN ANY 2. PROVIDE CLEAR SPACE BENEATH LAVATORIES 29" HIGH BY 30" ! IDENTIFIED BY EITHER OF THE FOLLOWING SCHEMES: » DIRECTION FOR SURFACE DRAINAGE. 8. TRANSIT BOARDING PLATFORMS AND AROUND UNPROTECTED 5. A 60 INTERMEDIATE LANDING IS REQUIRED AT INTERVALS OF 30 WIDE BY 8" DEEP (KNEE SPACE) AND 9" HIGH FROM THE FLOOR � ; A. OUTLINING OR PAINTING SPACE IN BLUE WITH CONTRASTING INCH VERTICAL CHANGE AND 72" LANDING AT EACH CHANGE OF REFLECTING POOLS, YELLOW 36" WIDE DOME TRUNCATED SURFACE BY 30" WIDE BY 17" DEEP FROM FRONT OF LAVATORY TOE SPACE COLOR PROFILE VIEW OF WHEELCHAIR WITH OCCUPANT, OR 5. DOOR HARDWARE SHALL BE OF THE LEVER, PUSH-PULL TYPE OR BORDERING A DROP OFF OR SAFE AREA. PROVIDE DIRECTIONAL � ) B. INTERNATIONAL SYMBOL OF ACCESSIBILITY IN WHITE ON DIRECTION (OVER 30 DEGREES). PANIC BARS, MOUNTED 30" TO 44" ABOVE THE FLOOR AND BE ARROWS TO DOORS IF TRAIN STOPS CONSISTENTLY AT ONE LOCATION � BLUE BACKGROUND, 36" X 36", VISIBLE WHEN VEHICLE IS OPERABLE WITH A MAX. EFFORT OF 5 LBS. FOR EXTERIOR OORS � � 3. LAVATORIES ADJACENT TO WALL SHALL BE CENTERED 18" FROM `�1 � PARKED. 6. RAMP HANDRAILS ARE REQUIRED ON EACH SIDE OF RAMP, WHEN AND INTERIOR DOORS. SIDEWALL, WITH RIM OR COUNTER S�URFACE NO HIGHER THAN 34" � 8. EACH ENTRANCE TO OFF-STREET PARKING FACILITY OR EACH SLOPE EXCEEDS 5.0� (1 :20). F. III. SANITARY FACILITIES FROM FINISH FLOOR. TIweI�dZIt1011S HANDICAPPED PARKING SPACE S SHALL ALSO HAVE A SIGN 17" 6. THE LOWER 10" OF THE DOOR SHALL BE OF SMOOTH PLANE 4. HOT WATER AND DRAIN PIPES UNDER LAVATORIES SHALL BE INSULATED. � � � � 7. RAMP HANDRAILS SHALL BE CONTINUOUS, LOCATED 34"-38" SURFACE (NO RECESS OR TRAP) EXCEPT AT AUTOMATIC AND SLIDING GENERAL REQUIREMENT: SANITARY FACILITIES THAT SERVE BUILDINGS, FACILITIES OR Pro'ectname: , X 22", STATING: "UNAUTHORIZED VEHICLES PARKED IN DESIGNATED PORTIONS OF BUILDINGS OR FACIUTIES THAT ARE REQUIRED BY THESE STANDARDS � � HEIGHT ABOVE RAMP SURFACE, WITH 12" STRAIGHT EXTENSIONS DOORS. THE STATE ARCHITECT HAS STATED THAT THE REGULATION IS HANDICAPPED SPACES NOT DISPLAYING DISTINGUISHING PLACE BEYOND TOP AND BOTTOM, AND THE ENDS RETURNED. i CARDS OR LICENSE PLATES ISSUED FOR PHYSICALLY DISABLED NOT INTENDED TO PREVENT THE USE OF "HERCULITE" TYPE GLASS TO BE ACCESSIBLE TO THE PHYSICALLY HANDICAPPED/PEOPLE WITH PHYSICAL 5. FAUCET CONTROLS AND OPERATING MECHANISM (OPERABLE WITH � ,� F�ERSONS MAY BE TOWED AWAY AT OWNER'S EXPENSE. DOORS. DISABILITIES, SHALL CONFORM TO THE FOLLOWING REQUIREMENTS, EXCEPT AS ONE HAND) SHALL BE OF THE TYPE NOT REQUIRING TIGHT GRASPING, � SPECIFICALLY EXEMPTED IN OTHER PORTIONS OF THIS CODE. PINCHING OR TWISTING OF THE WRIST AND AN OPERATING FORCE NOT � 8. HANDRAILS SHALL BE 1 1/4" TO 1 1/2" CROSS SECTION, SPACED 7. THERE SHALL BE A CLEAR AREA ON EACH SIDE OF DOOR, 60" DEEP EXCEEDING 5 LBS. � � 9. ENTRANCE TO AND VERTICAL CLEARANCE WITHIN ACCESSIBLE LEVEL MINIMUM OF 1 1/2" CLEAR FROM ADJACENT WALL. IN DIRECTION OF DOOR SWING AND 44" MIN. DEEP IN DIRECTION A. RESTROOM PARITY REQUIREMENTS � , OF PARKING STRUCTURE SHALL BE 8 FT. 2 IN. TO ANY STRUCTURAL OPPOSITE OF DOOR SWING AND A MAXIMUM SLOPE OF 2� 1 :50 1550 VALLEY VISTA DRIVE ; � ) 6. SELF-CLOSING VALVES TO REMAIN OPEN FOR AT LEAST 10 SECONDS. MEMBER, DUCT OR PIPE AT ALL DRIVE AISLES LEADING TO OR FROM 1 . IN NEW CONSTRUCTION OR ADDITIONS, ALTERATIONS OR REPaiRs DIAMOND BAR, CA 91765 ' ACCESSIBLE PARKING SPACES AND OVER ALL ACCESSIBLE PARKING 9- �NHEN THE RAMP EXCEEDS 10 FEET IN LENGTH AND WHERE NOT � I EXCEEDING 50 PERCENT OF THE SQUARE FOOTAGE OF THE EXISTING � SPACES. OTHERWISE BOUNDED BY WALLS, A 2" HIGH CURB OR WHEEL GUIDE 8. WIDTH OF CLEAR AREA ON THE SWING SIDE OF THE DOOR SHALL PUBLIC ASSEMBLY FACILITIES (I.E. THEATERS AUDITORIUMS ARENAS I. TOILET ROOM ACCESSORIES � RAIL CENTERED 3", (PLUS/MINUS 1 ") ABOVE RAMP SURFACE IS EXTEND 24" PAST STRIKE JAMB FOR EXTERIOR DOORS AND 18" PAST ' ' � � 10. PARKING LOT TICKET EJECTOR OR CARD RECEPTACLES SHALL BE AT REQUIRED ON BOTH SIDES. STRIKE JAMB FOR INTERIOR DOORS. STADIUMS, AMUSEMENT FACILITIES, SKI RESORTS, PICNIC OR DAY USE BEACH FACILITIES) REFER TO TABLES 5-C-1 AND 5-C-4 FOR 1 . MIRROR BOTTOM EDGE SHALL BE LOCATED 40" MAXIMUM ABOVE i A HEIGHT THAT ACCOMMODATES A PERSON WITHOUT FINGER DEXTERITY �0. THE CROSS SLOPE ON A RAMP OR THE SLOPE ACROSS A RAMP NUMBER OF TOILET ROOM FIXTURES. ��; IN AN AUTOMOBILE OR VAN. THE TICKET SHALL EXTEND A MINIMUM 9. THE SPACE BETWEEN TWO CONSECUTIVE DOOR OPENINGS IN A FLOOR. � OF 1 1/2" FROM THE FACE OF THE MACHINE. LANDING IN ANY DIRECTION SHALL NOT EXCEED 1/4" PER FOOT. VESTIBULE SHALL PROVIDE 48" MIN. OF CLEAR SPACE FROM ANY �� �2'0%�' DOOR OPENING �NTO SUCH VESTIBULE WHEN THE DOOR IS B. ACCESS AND IDENTIFICATION 2. TOILET TISSUE DISPENSERS SHALL BE MOUNTED WITHIN 12 OF THE � 11 . A WHEEL STOP SHALL BE PROVIDED IN ALL ACCESSIBLE PARKING POSITIONED AT 90 DEGREES FROM ITS CLOSED POSITION. DOORS FRONT EDGE OF THE TOILET SEAT. SPACES TO PREVENT ENCROACHMENT OF CARS INTO THE REQUIRED E. HAZARDS IN A SERIES SHALL SWING EITHER IN THE SAME DIRECTION OR 3. OPERATING PARTS OF DISPENSING AND DISPOSAL FIXTURES TOWELS, � WIDTH OF WALKWAYS. AWAY FROM THE VESTIBULE. 1 . WHERE SANITARY FACILITIES ARE LOCATED CN ACCESSIBLE FLOORS OF � i1 . PROVIDE 80" HEADROOM FROM WALKWAY SURFACE TO ANY A BUILDING, THEY SHALL BE MADE ACCESSIBLE TO THE PHYSICALLY WASTE, COIN SLOTS, ETC.) SHALL BE WITHIN 40" OF FLOOR. � OVERHANGING OBSTRUCTION. 10. AT TURNSTILE, PROVIDE AN ACCESS GATE, 32" CLEAR WIDTH HANDICAPPED/PERSON WITH PHYSICAL DISABILITIES. B. CURB RAMPS OPENING, WITHIN 30 FEET OF TURNSTILE. 2. ABRUPT CHANGES IN LEVEL EXCEEDING 4" ADJACENT TO WALKS, ' 2• DOORWAYS LEADING TO SANITARY FACILITIES SHALL HAVE 32" MIN. IV. GENERAL REQUIREMENTS 1 . CURB RAMPS SHALL BE LOCATED WHEREVER A PEDESTRIAN PATH EXCEPT BETWEEN WALKS AND ADJACENT STREETS OR DRIVES, SHALL 11 . CORRIDORS SHALL BE 44" MINIMUM IN WIDTH OR AS REQUIRED BY � CLEAR WIDTH. � i CROSSES A CURB. BE IDENTIFIED BY WARNING CURBS PROJECTING 6" ABOVE WALK OCCUPANT LOAD. CORRIDORS SERVING LESS THAN 10 OCCUPANTS SURFACE. MAY BE 36" MIN. WIDE. 3• THERE SHALL BE A CLEAR AND LEVEL AREA WITH A 60" DEPTH IN A. DRINKING FOUNTAIN ' 2• CURB RAMPS SHALL BE 48" MINIMUM WIDTH WITH MAXIMUM SLOPE DIRECTION OF DOOR SWING, AND A CLEAR AND LEVEL AREA WITH f 3. HEADROOM OF 80" MINIMUM SHALL BE MAINTAINED FOR WALKS, 1 . IN NEW CONSTRUCTION, WHERE ONLY ONE DRINKING FOUNTAIN ` OF 8.33% (1 :12) FLARED SIDES OF CURB RAMP SHALL HAVE A 12. FOR CORRIDORS OVER 200 FEET LONG, SEE SPECIAL REQUIREMENTS A 44" MIN. DEPTH IN OPPOSITE DIRECTION OF DOOR SWING. � MAXIMUM SLOPE OF 8.33� (1 :12), OR 8.33� (1 :12) WHERE THERE CORRIDORS, AISLES, ETC. OF SEC. AREA IS PROVIDED ON A FLOOR, THERE SHALL BE A DRINKING � � IS PEDESTRIAN CROSS TRAFFIC. „ FOUNTAIN WHICH IS ACCESSIBLE TO INDIVIDUALS WHO USE � � 4. PROTRUDING OBJECTS WITH LEADING EDGES BETWEEN 27 AND 4. ON DOORWAYS LEADING TO RY FACILITIES, THE SYMBOLS TO WHEELCHAIRS IN ACCORDANCE WITH SECTION 1115B.2.1 .2 AND ONE � . 80" ABOVE FINISHED FLOOR SHALL NOT PROTRUDE MORE THAN 4" C. FLOORS BE PROVIDED ARE 12" EQUILATERAL TRIANGLE FOR MEN, OR 12" ACCESSIBLE TO THOSE WHO HAVE DIFFICULTY BENDING OR j ,� 3• A LEVEL 48" MINIMUM DEPTH LANDING IS REQUIRED AT TOP OF INTO WALKS, CORRIDORS, ETC. DIAMETER CIRCLE FOR WOMEN, 1/4" THICK CENTERED ON DOOR 60" STOOPING. THIS CAN E ACCOMMODATED BY THE USE OF A � � CURB RAMP OVER ENTIRE CURB RAMP WIDTH.FIG. 1 . FLOORS OF A GIVEN STORY SHALL BE A COMMON LEVEL THROUGHOUT ABOVE FLOOR, CONTRASTING COLOR WITH DOOR. HI-LOW FOUNTAIN OR BY SUCH OTHER MEANS AS WOULD ACHIEVE . ,� 5. OBJECTS WITH PROTRUDING EDGES AT OR BELOW 27" ABOVE OR SHALL BE CONNECTED BY PEDESTRIAN RAMPS, PASSENGER THE REQUIRED ACCESSIBILITY FOR E�1CH GROUP ON EACH FLOOR. FINISHED FLOOR MAY PROTRUDE ANY AMOUNT. ELEVATORS, OR SPECIAL ACCESS LIFTS. ' 4. IF NO LANDING IS PROVIDED, THE SLOPE OF FLARED SIDES SHALL I 5. ON DOORWAYS LEADING TO A UNISEX FACILITY, THE SYMBOL TO BE 2. DRINKING FOUNTAINS SHALL BE LOCaTED COMPLETELY WITHIN NOT EXCEED 8.33� (1 :12). 2. GROUND AND FLOOR SURFACES ALONG ACCESSIBLE ROUTES AND IN ALCOVES OR OTHERWISE POSITIONED S0 AS NOT TO ENCROACH ! i 6. FREE STANDING OBJECTS MOUNTED ON POSTS BETWEEN 27" AND PR,OVIDED SHALL BE AN EQUILA,TERAL TRIANGLE INSCRIBED WITH A INTO PEDESTRIAN WAYS. THE ALCOVE IN WHICH THE WATER ' ; 5. SURFACE OF RAMP AND SIDE FLARES SHALL BE SLIP RESISTANT 80" ABOVE THE FLOOR MAY PROJECT A MAXIMUM OF 12 . ACCESSIBLE ROOMS AND SPACES, INCLUDING FLOORS, WALKS, RAMPS, 12 DIAMETER CIRCLE AND 1/4 THICK EACH. � � AND CONTRASTING FINISH TO THAT OF THE ADJACENT SIDEWALK. STAIRS, AND CURB RAMPS, SHALL BE STABLE, FIRM, AND FOUNTAIN IS LOCATED SHALL NOT BE LESS THAN 32" IN WIDTH ' SLIP-RESISTANT. 6. FLOOR DRAINS, IN SANITARY FACILITIES, SHALL BE PLACED IN AREAS AND 18" IN DEPTH. PROTRUDING OBJECTS LOCATED IN ALCOVES � „ F. SIGNAGE THAT WILL NOT INTERFERE WITH THE PATH OF TRAVEL TO AND AROUND OR OTHERWISE POSITIONED SO AS TO LIMIT ENCROACHMENT INTO i 3• CHANGES IN LEVEL UP TO Y4 INCH MAY BE VERTICAL AND WITHOUT EDGE ,. 6• ALL CURB RAMPS/CUTS SHALL HAVE A GROOVED BORDER 12 THE FIXTURES. PREFERRED PLACEMENT IS CLOSE TO A WALL, PEDESTRIAN WAYS ARE PERMITTED TD PROJECT 4 INTO WALLS, WIDE AT THE LEVEL SURFACE OF THE SIDEWALK ALONG THE TOP TREATMENT. HOWEVER, SLOPES TO THE FLOOR DRAIN SHALL NOT EXCEED 2�. CORRIDORS, PASSAGEWAYS OR AISLES. � 1 . THE INTERNATIONAL SYMBOL OF ACCESSIBILITY SHALL BE THE 1� AND EACH SIDE, THE GROOVES ARE 1/4" WIDE AND 1/4" DEEP STANDARD USED TO IDENTIFY FACILITIES THAT ARE ACCESSIBLE TO 4• CHANGES IN LEVEL BETW Y � „ CENTERED 3/4" APART ON CENTER. EEN 4 INCH AND Yz INCH SHALL BE 3• DRINKING FOUNTA�NS SHALL BE A MINIMUM OR 18 IN DEPTH AND - AND USABLE BY PERSONS WITH DISABILITIES A� SET IN CCR SECT. ACCOMPLISHED BY MEANS OF A RAMP NO STEEPER THAN 1 VERTICAL C. MULTIPLE ACCOMMODATION TOILET FACILITIES THERE SHALL BE A CLEAR AND UNOBSTRUCTED KNEE SPACE 552 AND UFAS/ADAAG SECT. 4.30. THE SYMBOL SHALL CONSIST TO 2 HORIZONTAL. UNDER THE DRINKING FOUNTAIN NOT LESS THAN 27" IN HEIGHT ! 7. THE LOWER END OF ALL CURB RAMPS SHALL BE FLUSH. OF A WHITE FIGURE ON A BLUE BACKGROUND. THE BLUE SHALL BE „ „ I EQUAL TO COLOR N0. 15090 IN FEDERAL STANDARDS 595 A . 5. IF 1. PROVIDE CLEAR AREA 60 DIAMETER X 27 HIGH, OR CLEAR SPACE AND 8" IN DEPTH THE DEPTH M ( ) CARPET OR CARPET TILE IS USED ON GROUND OR FLOOR SURFACE, , EASUREMENT BEING TAKEN FROM � 8. THE SURFACE OF EACH CURB RAMP LOCATED IN THE CENTER OF 56" X 63" X 27" HIGH. THE FRONT EDGE OF THE FOUNTAIN. � IT SHALL BE SECURELY ATTACHED; HAVE A FIRM CUSHION, PAD OR � THE CURB RETURN SHALL HAVE A CHEVRON PATTERN GROOVED 2. SIGNAGE SHALL BE TACTILE ACCESSIBLE TO PEOPLE WITH VISUAL BACKING OR NO CUSHION OR PAD; AND HAVE A LEVEL LOOP, TEXTURED 2. DOORS (OTHER THAN HANDICAP COMPARTMENTS) ARE NOT TO 4. THERE SHALL BE TOE CLEARANCE OF 9" IN HEIGHT ABOVE THE ; SURFACE PARALLEL TO THE CENTERLINE OF THE CROSSWALKS, WITH IMPAIRMENTS. LOOP, LEVEL CUT PILE, OR LEVEL CUT UNCUT PILE TEXTURE. THE ENCROACH MORE THAN 12" INTO ABOVE MENTIONED CLEAR SPACE. FLOOR, AND 17" IN DEPTH FROM THE FRONT EDGE OF THE 1/4" WIDE BY 1/4" DEEP GROOVES WITH 1 1/2" ON CENTER. A. CHARACTER WIDTH-TO-HEIGHT RATIO BETWEEN 3:5 AND 1 :1 . / ' MAXIMUM PILE HEIGHT SHALL BE Y2". EXPOSED EDGES OF CARPET FOUNTAIN. � STROKE WIDTH-TO-HEIGHT RATIO BETWEEN (1 :5 AND 1 :10). SHALL BE FASTENED TO FLOOR SURFACES AND HAVE TRIM ALONG THE 3. PROVIDE 28" CLEAR SPACE BETWEEN WATER CLOSET AND FIXTURE 5. A SIDE APPROACH DRINKING FOUNTAIN IS NOT ACCESSIBLE. 9. CURBCUTS/RAMPS TO HAVE TRUNCATED SURFACE, CONTRASTING ENTIRE LENGTH OF THE EXPOSED EDGE. CARPET EDGE TRIM SHALL „ I COLORED DOMES .2" HIGH, 9" IN DIAMETER, CENTERED 2.35" B• CHARACTERS AND SYMBOLS SHALL CONTRAST TO THEIR OR 32 CLEAR SPACE BETWEEN WATER CLOSET AND WALL. APART, INCLUDING SIDE FLARES. (CALIFORNIA PROPOSED) CURB BACKGROUND. COMPLY WITH SECTION 1 124B.2. (1 124B.3, FIG. 1 1 B-7B) 6. THE DRINKING FOUNTAIN BUBBLER SHALL BE ACTIVATED BY A MANUALLY OPERATED SYSTEM NOT REQUIRING A FORCE GREATER � RAMPS WITH 5-6.67� SLOPE ONLY TO HAVE A TRUNCATED C. PERMANENT SIGNAGE IDENTIFYING ROOMS OR AREAS OF A 4. A 48" LONG CLEAR SPACE IS REQUIRED IN FRONT OF WATER CLOSET „ J 6. IF GRATING ARE LOCATED ON FLOORS, THEN THEY SHALL HAVE SPACES THAN 5 LBS., THAT IS LOCATED WITHIN 6 OF THE FRONT EDGE OF SURFACE. DIAGONAL CURB RAMPS TO HAVE A 30" X 48" STR�PED BUILDING MUST BE SANS SERIF CHARACTERS 5/8" TO 2" IN NO GREATER THAN Y2" WIDE IN ONE DIRECTION. IF GRATINGS HAVE FOR END ENTRY COMPARTMENT. A 60" CLEAR SPACE fS REQUIRED THE FOUNTAIN OR PREFERABLY AN ELECTRONICALLY CONTROLLE , SPACE AT THE BOTTOM. HEIGHT AND RAISED 1/32". STROKE WIDTH OF CHARACTERS WHEN THE TOILET COMPARTMENT HAS A SIDE ENTRY DOOR. � SHALL BE A MINIMUM OF 1�4". ELONGATED OPENINGS, THEY SHALL BE PLACED SO THAT THE LONG DEVICE. Stamp: ' 10. RAMP SLOPE NOTE: SLOPES DEFINED IN THIS REPORT AND THESE DIMENSION IS PERPENDICULAR TO THE DOMINANT DIRECTION OF TRAVEL. „ I �• THE BUBBLER OUTLET ORIFICE SHALL BE LOCATED WITHIN 6 OF ' DRAWINGS SHALL TAKE INTO ACCOUNT ALL EXISTING SITE SLOPES ON D. ROOM SIGNAGE SHALL BE LOCATED ON THE WALL NEXT TO 5. WATER CLOSET COMPARTMENT DOOR TO PROVIDE 32" CLEAR WIDTH ' WHICH RAMPS WILL BE PLACED, AND VERIFIED TO THE CORRECT THE LATCH SIDE OF THE DOOR 60" AFF. •� THE FRONT OF THE DRINKING FOUNTAIN AND SHALL BE WITHIN 36" FOR END ENTRY AND 34 CLEAR WIDTH FOR SIDE ENTRY. DOOR TO BE �o ARc PERCENTAGE OF SLOPE BY THE USE OF THE APPROPRIATE SURVEY D. STAIRWAYS SELF-CLOSING AND SWING OUT. OF THE FLOOR. THE WATER STREAM FROM THE BUBBLER SHALL �s y��, � METHODS, SMART LEVEL, OR tQUAL. SLOPE RATIOS (I.E. 1 :12, 1 :10) E• LETTERING ON OTHER SIGNS SHALL BE 3" HIGH FOR SIGNS TO BE SUBSTANTIALLY PARALLEL TO THE FRONT EDGE OF THE ��� Q.O�•R� �o BE READ AT A DISTANCE OR POSTED ABOVE THE FLOOR. „ � 1 . HANDRAILS ARE REQUIRED ON EACH SIDE OF THE STAIRWAY. 6. WATER CLOSET SHALL BE LOCATED 18" FROM GRAB BAR WALL. DRINKING FOUNTAIN. ARE ONLY FOR REFERENCE TO A LEVEL SURFACE. �; �� � r F. PICTOGRAMS MUST INCLUDE LETTERING AND A 6" BORDER. 8• THE SPOUT SHALL PROVIDE A FLOW OF 4199 � WATER AT LEAST 4 HIGH �c 1 � 2. HANDRAILS SHALL BE LOCATED 34"-38" ABOVE NOSING, EXTEND SO AS TO ALLOW THE IN R�tv. � 12" BEYOND TOP RISER AND 12" PLUS TREAD WIDTH BEYOND SERTION OF A CUP OR GLASS UNDER THE csj,� �,. � . WALKS AND SIDEWALKS D. SINGLE ACCOMMODATION TOILET FACILITIES FLOW OF WATER. THE FORCE REQUIRED TO ACTIVATE CONTROLS Q' BOTTOM NOSING AND RETURNED TO WALL/NEWEL POST. WHERE THE ��CA��� I G. CLEAR FLOOR OR GROUND SPACE FOR WHEELCHAIRS SHALL BE NO GREATER THAN 5 LBS.. j 1 . WALKS SHALL HAVE A CONTINUOUS COMMON SURFACE, NOT EXTENSION OF THE HANDRA�L CREATES A HAZARD, THE EXTENSION 1 . WATER CLOSET SHALL B 28" FROM A FIXTURE OR 32" FROM INTERRUPTED BY STEPS OR BY ABR,UPT CHANGES IN LEVEL MAY BE MADE AT RIGHT ANGLES. WHERE STAIRS ARE CONTINUOUS ; EXCEEDING 1/4 AND SHALL BE 48 MINIMUM IN WIDTH UNLESS A FROM LANDING TO LANDING, THE INNER RAILS SHALL BE CONTINUOUS A WALL. ' NATURAL CONDITION CAUSES A HARDSHIP AND THEN 36" MINIMUM. 1 . THE MINIMUM CLEAR FLOOR OR GROJND SPACE REQUIRED TO AND NOT EXTEND ONTO THE LANDING. 2. MINIMUM CLEAR SPACE IN FRONT OF WATER CLOSET SHALL BE 48". B• ELECTRICAL REQUIREMENTS � ACCOMMODATE A SINGLE, STATIONARY WHEELCHAIR AND Sheet title: OCCUPANT IS 30" X 48". THE MINIMUM SPACE MAY BE 3. HANDRAILS SHALL BE 1 1/4" TO 1 1/2" IN GRIPPING CROSS SECTION 3. WATER CLOSET SHALL BE LOCATED 18" FROM GRAB BAR WALL. 1 . 15, 20, AND 30 AMP. RECEPTACLE OUTLETS SHALL BE j 2. ABRUPT CHANGES ARE ALLOWED UP TO 1/4", CHANGES IN LEVEL POSITIONED FOR FORWARD OR SIDE APPROACH TO AN OBJECT. ; BETWEEN 1/4" AND 1/2" SHALL BE BEVELED WITH A SLOPE NO THE MINIMUM SPACE MAY BE PART OF THE KNEE/TOE SPACE AND 1 1/2" CLEAR OF ADJACENT WALL. _ 4. IN AN EXISTING BUILDING, A SINGLE ACCOMMODATION TOILET FACILITY INSTALLED NOT LESS THAN 15" ABOVE FLOOR. � GREATER THAN 1 :2. REQUIRED UNDER SOME OBJECTS. ' 4. TREADS SHALL HAVE SMOOTH, ROUNDED OR CHAMFERED EXPOSED MAY HAVE A SPACE 36" WIDE X 48" LONG IN FRONT OF WATER CLOSET. 2, CENTER OF SWITCH, INTENDED TO BE USED BY ROOM OCCUPANTS EDGES AND BE SLIP RESISTANT. FOR THE CONTROL OF LIGHTING, RECEPTACLE OUTLETS, APPLIANCES ACCESS I B I LITY ; . CHANGES IN LEVEL GREATER THAN 1/2" SHALL COMPLY WITH RAMPS. 2. ONE FULL SIDE OF THE CLEAR FLOOR SPACE FOR A WHEEL CHAIR „ I SHALL ADJOIN OR OVERLAP AN ACCESSIBLE ROUTE OR ADJOIN OR HVAC EQUIPMENT, SHALL BE LOCATED NOT LESS THAN 36 i - 4. SLOPES IN THE DIRECTION OF TRAVEL SHALL NOT EXCEED 5� 1 :20 ANOTHER WHEELCHAIR CLEAR FLOOR SPACE. IF A CLEAR FLOOR 5. NOSING SHALL NOT PROJECT MORE THAN 1 1/2" PAST FACE OF THE NOT MORE THAN 48" ABOVE THE FLO�OR. NOTES � � RISER BELOW. E. GRAB BARS AT WATER CLOSET i UNLESS IT COMPLIES WITH RAMP STANDARDS. SPACE IS LOCATED IN AN ALCOVE OR CONFINED ON ALL OR PART 3. THE CENTER OF RECEPTACLE OUTLETS SHALL BE NOT LESS THAN OF THREE SIDES, ADDITIONAL MANEUVERING CLEARANCES SHALL BE 6. RISERS SHALL BE SUFFICIENTLY SOLID TO PRECLUDE OBJECTS 1 . ONE AT SIDE 42" LONG EXTENDING 24" IN FRONT OF WATER CLOSET; 15" AFF OR A WORKING PLATFORM. 5. SURFACES MUST BE SLIP RESISTANT AS A MEDIUM - SALT FINISH. PROVIDED. LARGER THAN 1/2" ONE AT REA " " R OF WATER CLOSET 36 LONG; BOTH MOUNTED 33 4. THE CENTER OF SWITCHES INTENDED TO BE USED BY AN Copyright2012.All rights reserved. No partofthis work product shall be reproduced in any form or by � 3. PROVIDE A 30" X 60" CLR. FLR. SPACE FOR ALCOVES GREATER THAN ABOVE FLOOR. (EXCEPTION: REAR GRAB BAR OVER TANK TYPE OCCUPANT OF A ROOM OR AREA TO �ONTROL LIGHTING AND anymeans-graphic, electronicormechanical, 6. SURFACE CROSS SLOPES SHALL NOT EXCEED 1:50 GRADIENT 2� . 7. THE UPPER APPROACH AND LOWER TREAD OF EACH FLIGHT OF WATER CLOSET MAY BE UP TO 36 ABOVE FLOOR). RECEPTACLE OUTLETS, APPLIANCES, OR COOLING HEATING AND , ( ) 15" DEEP AND DESIGNED FOR SIDE APPROACH. INTERIOR STAIRS SHALL BE MARKED WITH A CONTRASTING COLORED , , including photocopying,without permission in writin - 9 STRIP 2" IN WIDTH. VENTILATING EQUIPMENT, SHALL BE NOT LESS THAN 3' NOR MORE from RENGEL+CO. ' THAN 4' ABOVE THE FLOOR OR WORKING PLATFORM. 7. WALKS, SIDEWALKS, AND PEDESTRIAN WAYS SHALL BE FREE OF 4. PROVIDE A 30'� X 48" CLR. FLR. SPACE FOR ALCOVES GREATER THAN 2. BARS SHALL BE 1 1/4" TO 1 1/2" IN DIAMETER WITH 1 1�2" Date: ,� GRATINGS WHENEVER POSSIBLE. WHEN GRATINGS MUST BE 24" DEEP AND DESIGNED FOR FRONTAL APPROACH. 8• ON EXTERIOR STAIRS EACH TREAD SHALL BE MARKED AS NOTED IN CLEARANCE TO WALL. 5. THE CENTER OF FIRE ALARM INITIATING DEVICES (BOXES), AS 01.10.13 ' LOCATED IN WALKWAYS, OPENINGS SHALL BE LIMITED TO A 1/2" IN ITEM 8 ABOVE WITH A NONSKID MATERIAL. WELL AS THE HIGHEST OPERABLE PART OF EMERGENCY HOSES ANY POTENTIAL DIRECTION OF TRAVEL. 3. BAR FASTENERS AND MOUNTING SUPPORT SHALL BE ABLE TO AND EQUIPMENT SHALL BE LOCATED NOT MORE THAN 48" AFF Drawn by: � � 5. IF THE CLEAR FLOOR SPACE ONLY ALLOWS A FORWARD APPROACH WITHSTAND 250 LBS. POINT LOAD IN BENDING, SHEAR AND TORSION. OR WORKING PLATFORM. JCR � Q 8. ALL WALKS WITH CONTINUOUS GRADIENTS SHALL HAVE LEVEL AREAS TO AN OBJECT, THE MAXIMUM HIGH FORWARD REACH ALLOWED I 6. WHEN EMERGENCY WARNING SYSTEMS ARE PROVIDED THEY SHALL Pro'ect#: 1 N AT LEAST 60 x 60" AT INTERVALS OF AT LEAST 200' FOR PASSING. SHALL BE 48" AND THE LOW REACH IS 15" AFF. IF THIS FORWARD 4. GRAB BARS SHALL NOT ROTATE WITHIN THEIR FITTINGS. ACTIVATE A VISUAL MEANS OF WARNIN� FOR PEOPLE WITH A 201234 REACH IS OVER AN OBSTRUCTION, THE HOR�ZONTAL DIMENSION OF HEARING DISABILITY. FLASHING VISUAL WARNING SHALL HAVE � I� THE OBSTRUCTION SHALL BE LESS THAN 25". THE MAXIMUM HIGH FREQUENCY OF NOT MORE TH File name: AN 60 FLASHES PER MINUTE. ALL ' 9• WALKS SHALL HAVE A LEVEL AREA NOT LESS THAN 60" BY 60" ON FORWARD REACH ALLOWED IS 44" WHEN THE HORIZONTAL DEVI ES I � C MUST RECEIVE STATE FIRE MARSHALL APPROVAL. Trendzitions/Diamond Bar/1550 Valley VistaNHA i � THE PULL S�DE OF A DOOR OR GATE AND NOT LESS THAN 48" WIDE DIMENSION OF THE OBSTRUCTION IS BETWEEN 20" AND 25". ' BY 44" DEEP IN OPPOSITE DIRECTION OF THE SWING OF A DOOR OR 7. V�SUAL FIRE ALARM SHALL BE 80" AFF IN COMMON USE AREAS She • et. � � GATE. SUCH AREAS SHALL PROVIDE A MINIMUM OF 24" LEVEL CLEAR INCLUDING LOBBIES AND HALLWAYS, WHERE FIRE ALARMS ARE I O SPACE SIDE AT THE STRIKE EDGE OF THE EXTERIOR DOOR OR GATE. REQUIRED L.A. CCI;N r Y �1F'` G��?. I � r r � • � � � , .-� FIR� P�EV��1�;CN E�^c�,U I � � r-I I i . � , - _ -�...�_ FLUSH ACTIVATOR 'E ��� I ON WIDE SIDE = ---- � . � • �_ - - - - - ��=� ' CENTER . _ � - ; OF FIXTURE� CENTER ���� � 6 -18 OF FIXTURE - '  - -_ _ _� � '�� � o z � Q 32" MIN. o i n Q r� � � � a 60" MIN. a� i � �$ � � 32" MIN. _ �� ;�_ MIN. � w ��---��_ � 6" 12" 24" - _ -- - MAX. �, ` o 0 333 EI Camino Real, Tustin, California 92780 i X Q �w � �$ ��N. HINGED DOOR o o O+ 714.832.3333 F+ 714.838.2065 j -- N Q PERSON Q �+ M�N. � - www.rengelarch.com � � � WITH � �c� HIGH FOWARD REACH LIMIT ° � Q 6e= DISABILITY � m� 3s" MIN. HIStO record: • �o No7E: �' N. CLR. TYP. • � x PROVIDE BUMPER IN 32" MIN. i � z \ P O C K E f T O P R E V E N T M I N I M U M C L E A R W I D T H MINIMUM CLEAR WIDTH D a t e D e s c r i t i o n � DOOR AT ADJACENT WALL DOOR FROM FULLY RECEDING FOR SINGLE WHEELCHAIR FOR 2 WHEELCHAIRS p � - 01.14.12 ISSUE FOR PLAN CHECK i 'n � N �z � ���' � � M � SLIDING DOOR so• MIN. DIA. � 3�� � j �,� r , � � 60 ` ao c.> G�" ' - � p�P• / N / � � � UNOBSTRUCTED SIDE REACH " Y 32" MIN. o z � � / oo � Z 4a M�N. FOLDING DOOR Z � � NOTE: � rtOi , ORSEQUALBTO X. WHEN X SELE S THAN 20�. THEN Y SHALL BE 48"�N , - ' CLEAR DOOR WIDTH & DEPTH ° ' 30" MAXIMUM. WHEN X IS 20� TO 25�, THEN Y SHALL BE 44� MAXIMUM. ` N � 48n MAXIMUM FOWARD REACH OVER AN OBSTRUCTION PER 2010 CBC. i �H� .�Z" MIN. FlGURE 118-SC FORWARD REACH 48" MIN. 32" MIN. w T-SHAPE SPACE FOR MIN. CLEAR FRONT REACH (ADA) FOWARD REACH � � � � 60 DIAMETER SPACE � � � � No�: 180' TURNS CLEAR OPENINGS MUST BE - 90. 90�'O ENI GEPOS(fION A D WHEELCHAIR TURNING SPACE � ; S I N G LE 0 C C U PA N CY TO I LET 000Rs AT oPPOS�TE wA� THE FACE OF THE STOP. R@VISIOf1S: �oP No. Date Description � i FLUSH ACTIVATOR FRONT ACCESS VESTIBULE CONT. ON WIDE SIDE Q SINGLE DOOR CENTER � W ss' MiN. (SERVING OTHER THAN A REQUIRED EXIT STAIRWAY) 3z. MiN. PULL SIZE a NOTE: i OF FIXTURE� M CLEAR OPENINGS FOR TWO LEAF DOORS MUST BE BETWEEN i �6"-� " u' MIN. 60" MIN. 9 EITHER DOOR IN ITS 90' OPEN •. o• POSITION AND THE EDGE OF THE z � 6„ �2„ 24„ OTHER DOOR. � � MAX. � � � DOUBLE DOOR , � io" � ` N Q MAX. Z � _ 32' CLR. ! � J J � � � 0�0 � NOTE: AN ADULT SIZE WHEELCHAIR I REQUIRED 32� CLEAR OPENING X � AVERAGES 27� IN WIDTH. THE a MINIMUM CORRIDOR WIDTH ' � ? � � MINIMUM WIDTH FOR nLLows 2 X�� ON EACH SIDE FOR o� z4" MIN. I � � _ _ � � CORRIDOR OVER 200� D a H�os. � o o � � � 1 � U N J �, � N � U � �a , � � � � z 30� 4 8� �= Tr n zl l n � PASSAGE CLEARANCE PUSH SIZE � � � O S � � so� MiN. SIDE REACH (ADA) � M'N 44' MIN. � DOOR WIDTH � � REAR ACCESS Project name: � LATCH APPROACH ,6• M�N. PULL SIZE LEWEL MANEUVERING � 28� FOWARD OR REAR ACCESS z z CLEARANCE AT DOORS (24"-48") 24" (24"-28") Q � � 18" 32" M�IV. Q � m � ' MIN. CLEAR � � -� � 66� MIN. � 1550 VALLEY VISTA DRIVE � � M � r ; ^ „� M�N' c� z4" MIN. CLEAR AT D(TERIOR DIAMOND BAR, CA 91765 - i ;n 000Rs j j� 18" MIN. D��AT INTERIOR _ in M U LTI P LE T01 LET STALL v io' TO 24� PASSING ALCOVES FOR CORRIDORS OVER 200' � ` ;� �, IN LIEU OF 60" MIN. WIDTH. � i s��E SIDE CORRIDORS  I ACCES ACCESS *ADDITIONAL ISPACE IF s12" DOOR IS EQUIPPED ° 36" GRAB BAR � MIN. WITH BOTH A LATCH dc F 42�° GRAB BAR �= OBSTRUCTED SIDE REACH z m A CLOSER SYMBOL PROPORTIONS � . w Q � � � � . � � f �w/ p = � Z� `O Z PUSH SIZE _ �� � : ' Q / �N M FRONT APPROACH _ �� � ; v� a �� ' • _ I LyJ �J _ i � m O I LZyJ Q� i d �W X i ��� Z � WALL MOUNTED m FOWARD OR REAR ACCESS Puu s�zE DISPL4Y CONDITIONS � a +_ � �' � INTERNATIONAL ACCESSIBILITY SYMBOL � � � 30" MIN. 42" MIN. ` � Z L 36" MIN. l 48" OR GREATER. 36" MIN. Z e � � � � � � • • • • o i _ 7"_9^ � , � 36" MIN. � I ! MAX. 1 (�. . (�. . Z , E V V � � MEN e - M � UN08STRUCTED FORWARD REACH � 9O TURN ' 24 MEN WOMEN UNISEX RESTROOMS �� � j MIN. i 54" MAX. WALL SIGNAGE (TYP.) ♦� ACCESSIBLE PATH OF TRAVEL �� � � �a o I �=V Z ' SIDE ELEVATION ' �� � = � � / � � �v�ia � i N � � �• � �=U � SYMBOL PROPORTIONS i i . WJMEN MEN Z � � Q n � F , °"'�" � PUSH SIZE ' ~ � � i � � � �� � i I • - Z 54" MIN. � j � NOTE: PICTOGRAMS AND/OR LFffERING ARE NOT Z °' � � ASSISTIVE _ REQUIRED ON DOOR-MOUNTED SIGNAGE. x LISTENING � � Z � 30- MiN. HINGE APPROACH �H AND�A CLOSER�TM A SYSTEM - � _ � o Yi MAX. VERTICAL X2' MAX uo "� TOTAL BEIINEEN Y4 TO Xs- AVAILABLE WALL MOUNTED SIGNAGE TO BE � ao BEVELE�• LOCATED ON LATCH SIDE OF � 42' Mlh. 42' MIN. DOOR CLEAR OF DOOR-SWING. OOR-MOUNTED ; MOUNT AT 60' TO CENTERUNE SIGNAGE i N�� OF SIGN FROM FLOOR. LESS THAN 48" DISPLAY CONDITIONS THE CENTER OF FlRE AL4RM - � � INTERNATIONAL SYMBOL OF ACCESS � INITIATING DEVICES (BOXES) • SHALL BE LOCATED 48� AF.F. 48" MIN. 19" MIN. � � WORKING PLATFORM GROUND UPPERCASE CW�ACTERS � WIDTH OF ACCESSIBLE ROUTE � FOR HEARING IMPAIRED I � SURFACE, OR SIDEWALK. RAISED 1/32" � 20' ,,,�,�. MINIMUM CLEARANCE FOR SEATING & TABLE � � � Q °' � a HEIGHT OF r LETTERING 5/8" � i � � MIN. TO 2� MAX. � � � 10� 30" MAX. 30w DOOR - i � � CLEAR FLOOR SPACE HIGH & LOW SIDE CORRESPONDING GRnDE u ewvLLE . PARALLEL APPROACH REACH LIMITS tamp: X i � 1 I ' N o N 24" 30" ���PRESSURE FROM � RESTROOM SIGNAGE (TYP.) �, � j M DOOR OPENER s��AR�y,T I I ��`� �.� : V ��� j Z 6. Z Q V m ti �� � eq Ea � � 30" � 48" � � Q BLOCK ASMAL�L WHF i c�HOLD 1 [L �� MIN. MIN. � � �� C 14199 � �a .� EXIT ��T �T � � � a�v. �� � � S-T�A,, IRS Ro � CLEAR FLOOR SPACE IN ALCOVES "' SMOOTHED POUSHED FLOOR `�'-y� o�� GVWN ' � / - PREVENTS TRACTION ON Q�cCAL\F i RECEPTACLE & SWITCH HT. °° �' � B C a MOVING WHEELS i ��� �c,T �c,T � MAXIMUM SIDE REACH STAIRS R4MP � ' UPPPERCASE Il � °� � ABOVE OFfEN MAKES ROOMS OVER OBSTRUCTION PROBLEM: THE CONDITION SHOWN s�""�� No�: aMors�oNs o. �. o W RAISED t/32' ��-Y TO ALL o ` x A INACCESSABLE TO WHEELCHNRS { MIN. E�� ���E �MP ro N � 48' MIN. � co�r�aoNaN �P �,r X , _ Sheet title: cRnnE n � ', g�� � 0 "' INADEQUATELY ANCHORED AC C E S S I B I L I TY ' F. G. � DOOR MATS INTERFERE WITH � 20" TO 25' WHEELCHAIR TRAFFlC ! 1. FACH GIL4DE-LEVEL EXTERIOR El(fT DOOR SFWl BE tDEM1FlED � �. 0 V E R H E A D 0 B S T R U C T I 0 N �T,�� �� �, TME �. -��. 30- 6- 48- ,z� - D E TA I L S I MIN. MIN. I 2. EACH EXfT DOOR THAT LFADS DIRECTLY TO A GRADE-LEVEL OBSTRUCTED HIGH FORWARD REACH r,oTe: �F x > z4 �r,cHEs, THEN AN NOTE: IF X > 15 INCHES, THEN AN \ _ IXiEPoOR D(fT BY MEIWS OF A STAIRWAY OR RAMP SHALL BE ADDffIONAL MANEWERING CLEARANCE OF ADDITIONAL MANEUVERING CLEARANCE OF IDENf1FlED BY A TACTILE D(IT SIGN WfTH THE FOLLOWING WORDS AS DOOR MAT FlRM, FLUSH MouNTED MATS �P�Rw�: �-. �4� 6 INCHES SHALL BE PROVIDED AS SHOWN. 12 INCHES SHALL BE PROVIDED AS SHOWN. ARE PREFERABLE � 20" 8. b(1f RAMP DOWN' I N � ao � I �. .�R �NR �P- - N ADDITIONAL MANUEVERING � D. bCR RAMP UP' �� B Y L O B B Y C L E A R A N C E F O R A L C O V E S Copyright2012.All rights reserved. No partofthis 3. EACH IXR DOOR THAT LEADS DIRECTLY TO A GRADE-LEVEL DOORS IN SERIES Tt-us owcwu� iuusrw►�s mE sPEciFlc � IXfERIOR EXR BY MEANS OF AN IXR ENCLOSURE OR AN EXR 4' work product shall be reproduced in any form or by PASShGEWAY SFiALL BE IDENTIFlED BY A TACTILE D(R SIGN WITH THE ^M' REQUIREMENTS OF THESE REGULATIONS AND IS �R� .aR �. M�• nMourrr 48" INTEN�ED ONLY AS AN AID FOR BUILDING DESIGN any means-graphic,electronic or mechanical, , as" MIN. AND CONSTRUCTION including photocopying,without permission in writing , 4. EACH EXIT ACCESS DOOR FROM AN INTERIOR ROOM OR AREH TO OBSTRUCTIONS AT DOOR LANDINGS from RENGEL+CO. ' A CORRIDOR OR HALLWAY THAT IS REOUIREDTO HAVE A VISUAL D(R w SIGN, SHALL BE IDENTIFlED BY A TI�TILE D(fT SIGN WfTH THE =n WORDS. bCR R011iE'. / �N I I w IS. EACH D(R DOOR THROUGH A HORIZONTAL IXff SFIALL BE _ � w= � � ^3 � � X� Date: i �ENTIFlED BY A SIGP WfTH THE WORDS. 'iU D(fT'. Q= _ 3� o Z o o �N 01.10.13 8. SYMBOLS SFWl � CENTERED 60�AF.F �Q � 00 =� °D � - � Q Drawn by: 2 r- � 7. THE CHARACTERS AND BACKGROUND SHALL HAVE A MATfE FlNISH �� 3� , v� JCR /1ND 1HE COLOR SFIALL CONiRASf WffH THE COLOR ON WHICH R IS �' � � MWNTED. 0 W o � . . � p � 8. THE CONfRACTOR SW1LL IdN(E A SUBMRTAL FOR MPROVAL BY THE t�i(n � �c►+rr�cr. � � X Project#: ��� 9. SIGNS ARE INSTALLED ON 1HE WALL ADJACENf T0. THE UTCH SIDE �� _ _ � � 201234 �.�. WALL SP�E ATATHE�LAT H SIDE. SIGNS SHN_L BE�PLACED ONNTHE � NEAREST ADJACENT WAIl.. PREFERABLY ON THE RIGHT). N Z N Z File name: � � � � � COMPRESSED CARPEf i MAX. BELOW THRESHOLD � ,� 10. CHARACTER WIDTH- TO HEIGHT R/1TION BEWf�13:3 AND 1:1 M91H CLEAR FLOOR SPACE FlR F oR EN Trendzitions/Diamond Bar/1550 Valle VistaNHA . , A 1:5 AND 1:10 STROKE WIDiH-HEIGHT RATIO. TA B LE M 0 U N T E D BOTH DOORS OPEN OUT y - p� 1 t. MOUNTING LOCATION ALLOWS A PERSON TO APPROACH WITHIN 3- oF NOTE: P R 0 T R U D I N G 0 B J E C T S V E S T I B U L E THRESHOLD THE SIGNAGE WRHOUf ENCOUNTERING PROTRUDIIV6 OBJECTS OR Sheet: � M srnriaroc wrrwN n�E swiric oF� 000R. EQUIPMENT DIMENSIONS ARE THE MOST COMMONLY M I N I M U M C LEAR FL00 R USED. MIN�MUM AND MAXIMUM DIMENSIONS ARE (SERVING OTHER THAN A REQUIRED EXIT STAIRWAY) i - � INDICATED IN PARENTHESIS. S PA C E FO R W H E E LC H A I R S THAFSHo�o ; N TACTILE EGRESS SIGNAGE (TYP.) G N 3 \ L.A. COJ�'TY FI ti� C��T. I � F!�?� Pi?��'���T��;J 6l'�:�U _ I � � r1 ` � __ — ---- • � _���, � � � � � �� ��� f DIVISION 1 : GENERAL CONDITION DIVISION 2: CONTINUED DIVISION 5: C4NTINUED DIVISION 8: OPENING DIVISION 9: CONTINUED DIVISION 10: SPECIALTIES _ - ��� � . - � - � � � k ��� NOT USED - __ ��_ ` WORKMANSHIP DOORS AND HARDWARE ACOUSTICAL CEILING - _= i�� - DRAWINGS AND SPECIFICATIONS SCOPE: SCOPE: D I V I S I O N 11 . EQ U I P M E NT � . ��_ - ��� CHECKING: THE CONTRACTOR SHALL CHECK ALL DRAWINGS AND COMPLETE DEMOLITION IN AN ORDERLY AND CAREFUL MANNER. REMOVE WORK INCLUDED: SUPPLY ALL LABOR, MATERIALS, EQUIPMENT AND NOT USED 333 EI Camino Real, Tustin, California 92780 - SPECIFICATIONS FURNISHED HIM IMMEDIATELY UPON THEIR RECEIPT AND AND UNDERTAKE DEMOLITION IN A DELIBERATE AND SYSTEMATIC MANNER, FURNISH AND INSTALL ALL MISC. FURRING AND FRAMING TO ALLOW FOR SERVICES REQUIRED FOR THE COMPLETE FABRICATION, FURNISHING AND FURNISH ALL LABOR, MATERIALS, EQUIPMENT AND SERVICES REQUIRED TO O+ 714.832.3333 F+ 714.838.2065 . PROMPTLY NOTIFY THE ARCHITECT OF ANY DISCREPANCIES. FIGURES TAKING NOTE OF ALL MATERIALS AND SYSTEMS ENCOUNTERED. ENSURE PROPER DRYWALL SUPPORTS. INSTALLATION OF FRAMES, DOORS, AND HARDWARE. COMPLETE ALL ACOUSTICAL CEILING AS SHOWN ON THE DRAWINGS www.rengelarch.com THAT NO EXISTING CONSTRUCTION NECESSARY TO ACCOMMODATE NEW D IV I S I O N 12: F U RN I S H i N G MARKED ON DRAWINGS SHALL IN GENERAL BE FOLLOWED. IN PREFERENCE AND/OR SPECIFIED AND TO PROVIDE UNIFORM GRID PATTERN. CONSTRUCTION, OR AS REQUIRED BY DRAWINGS. PERFORM WITH Histo record: TO SCALE MEASUREMENTS. LARGE SCALE DRAWINGS SHALL IN GENERAL PROVIDE WALL BRACING AS REQUIRED BY CODE. RELATED WORK INCLUDES FINISH HARDWARE, FLASHINGS, AND SHEET �Y i EXPERIENCED SYSTEMS AND AT TIMES PERMITTED BY THE OWNER. LEGALLY GOVERN SMALL SCALE DRAWINGS. DOOR, FINISH HARDWARE, ETC. DISPOSE OF ALL DEBRIS OFF SITE AND DO NOT ALLOW ACCUMULATIONS. METAL. COMPLY WITH ALL CODES AND STANDARDS INCLUDING Date Description � � SCHEDULES SHALL GOVERN OVER DRAWINGS. THE CONTRACTOR SHALL REMOVE, PROTECT, AND STORE DESIGNATED ITEMS FOR SALVAGE AND PROVIDE METAL FRAMING AT SOFFITS, COLUMN FURRING, ETC., WHERE UNDERWRITER'S LABORATORY AND NATIONAL FIRE PROTECTION ASSOCIATION PRODUCT AND WORKMANSHIP NOT USED COMPARE ALL DRAWINGS AND VERIFY THE FIGURES BEFORE LAYING OUT INDICATED ON THE DRAWINGS. FOR ALL APPLICABLE FIRE RATED DOOR DESIGNATIONS. 01.14.12 ISSUE FOR PLAN CHECK THE WORK AND WILL BE RESPONSIBLE FOR ANY ERRORS WHICH MIGHT REWORK. FULLY COORDINATE WORK WITH OWNER OTHER TRADES TO D IV I S I O N � 3: S P EC IAL CO N STRU CT I O N � HAVE BEEN AVOIDTHEREBY. WHEN MEASUREMENTS ARE AFFECTED BY ASSURE COMPLETION WITH LEAST POSSIBLE DELAY AND INTERFERENCE. MATERIAL: SEE SHEET A400fA410 FOR TYPE FOR ACOUSTICAL CEILING PROVIDE FIRE STOPS AS REQUIRED BY CODE. AND SUSPENSION SYSTEM. F EXISTING CONDITIONS THE CONTRACTOR SHALL VERIFY ALL FIELD PRODUCT AND EXECUTION NOT USED CONDITIONS AFFECTING NEW WORK. FURR ALL FREE STANDINGS COLUMNS WITHIN DEVELOPED OFFICE AREA. INSTALLATION: TILES SHALL BE PROPERLY CUT AND PREPARED AS REMOVE ABANDONED ELECTRICAL AND TELEPHONE CONDUIT THAT � �� REQUIRED BY THE SUSPENSION SYSTEM AND AS DEfAILED. FINISHED DIVISION 14: CONVEYING EQUIPMENT ' INTERFERES WITH APPLICATION OF NEW MATERIALS OR RESTRICTS WORKING ALL INTERIOR DOOR FRAMES SHALL BE ALPHA ARCHITECTURAL INSTALLATION SHALL BE TRUE, LEVEL, NEAT, CLEAN, AND FREE FROM ALL � CONDITIONS AND AFFECTING THE WORK SPACE NECESSARY TO COMPLETE THE WORK SHOWN ON THE DRAWINGS. STRUCTURAL STEEL AND MISCELLANEOUS METAL CLEAR ALUMINUM WITH BLACK VINYL SEALS, COMMERCIAL GRADE, RATED DEFECTS. ONE BOX OF THE TYPE INSTALLED ON THE JOB SHOULD BE PRESERVE AND PROTECT ALL TELEPHONE BACKBOARDS. WHERE REQUIRED (MIN. 18 GAUGE) UNLESS NOTED OTHERWISE. LEFT, IN THE ORIGINAL CONTAINER WITH THE OWNER AT THE CONCLUSION NOT USED = THE CONTRACTOR SHALL BE RESPONSIBLE FOR HAVING TAKEN STEPS SCOPE OF THE PROJECT. THESE ARE REPLACEMENTS IN CASE OF FUTURE � REASONABLY NECESSARY TO ASCERTAIN THE NATURE AND LOCATION OF REMOVE ABANDONED MECHANICAL EQUIPMENT, DUCTWORK, PIPING AND DOOR FRAMES SHALL BE PROVIDED WITH FACTORY SILENCER; (3 PER DAMAGE. DIVISION Z� : FIRE SUPPRESSION t THE WORK, AND THE GENERAL AND LOCAL CONDITIONS WHICH CAN RELATED MATERIALS THAT INTERFERES WITH THE APPLICATION OF NEW STEEL REINFORCING PLATES, WELDING, STEEL PIPE COLUMNS AND STEEL DOOR). � AFFECT THE WORK OR THE COST THERE OF. ANY FAILURE BY THE MATERIALS OR RESTRICTS WORKING SPACE NECESSARY TO COMPLETE THE STUDS. REFER TO STRUCTURAL PLANS. CUT HOLES IN TILES WHERE REQUIRED FOR OTHER TRADES (I.E. FIRE i � CONTRACTOR TO DO SO WILL NOR RELIEVE HIM FROM RESPONSIBILITY FOR WORK SHOWN ON THE DRAWINGS. SPRINKLER HEADS 21000—WATER BASE FIRE SUPPRESION SYSTEMS F SUCCESSFULLY PERFORMING THE WORK WITHOUT ADDITIONAL EXPENSE MATERIALS AND QUALITY INTERIOR WOOD DOORS SHALL BE 3�-0" X 8�-0" X 1 3/4" SOLID CORE �' REFER TO FIRE SPRINKLER PLANS AND SPECIFICATIONS BY DESIGN BUILT f TO THE TENANT. PLAIN SLICED QUARTER—SAWN OAK DARK GREY STAIN OPAQUE FINISH: ; EXPOSED REINFORCING WHICH IS TO BE INCORPORATED INTO NEW WORK WIRE SUSPENSIONS SHALL NOT BE FASTENED TO 2 x 4 SUB—PURLINS. CONTRACTOR. Revisions: � SHALL BE CLEANED AND LEFT INTACT; OTHERWISE REINFORCING OR ALL STEEL PLATES AND SHAPES SHALL BE STRUCTURAL GRADE STEEL I�B�Q�, W/ FACTORY APPLIED SANDING SEALER AND CLEAR STAIN FINISH, � ANCHORS NOT REQUIRED TO REMAIN SHALL BE NEATLY CUT BACK AND SUSPENSION FROM 2 x 6 SUB—PURLINS AND LARGER MEMBERS IS AND SHALL MEET THE REQUIREMENTS OF THE STANDARD SPECIFICATIONS RATED WHERE REQUIRED, UNLESS NOTED OTHERWISE. No. Date Description E REMOVED. OF STEEL FOR PORRIDGES AND BUILDINGS, ASTM A-36. G.C. TO PROVIDE STAIN SAMPLE PRIOR TO FABRICATION. REQUIRED. DIVISION ZZ: PLUI�IBING ` DEVIATIONS: DEVIATIONS FROM THE DRAWINGS AND THE DIMENSIONS THERE ! IN GIVEN, WHETHER OR NOT ERROR IS BELIEVED TO EXIST, SHALL BE ALL WELDING SHALL BE COMPLETED BY CERTIFIED WELDERS APPROVED BY UNDERCUT ALL DOORS AS REQUIRED FOR PROPER FLOOR COVERINGS. FURNISH AND INSTALL SEISMIC WIRES FOR ELECTRICAL LIGHT FIX. (HOOK � MADE ONLY AFTER WRITTEN AUTHORITY IS OBTAINED FROM THE DIVISION �: CONCRETE THE BUILDING DEPARTMENT. SEE ALSO MECHANICAL DRAWINGS. UP TO LIGHT FIXTURES IS BY oTHERs). 22000—BASIC PLUMBING REOUIREMENTS � ARCHITECT/OWNER. REFER TO PLUMBING PLANS AND SPECIFICATIONS BY CONSULTING CONTINUOUS INSPECTION IS REQUIRED FOR STRUCTURAL WELDING UNLESS ALL HARDWARE SHALL COMPLY WITH (TITLE 24) VERIFY COLOR PROVIDE RATED MATERIAL WHERE INDICATED ON THE DRAWINGS. ENGINEERS, FOR TECHNICAL INFORMATION. COORDINATION GENERAL PERFORMED IN AN APPROVED FABRICATION SHOP. REQUIREMENTS WITH ARCHITECT. FURNISH AND INSTALL ALL "FRY" MOLDING, REVEALS AND REGLETS SCOPE t . SPECIAL INSPECTIONS SHALL BE PROVIDED BY OWNER. FURNISH ALL BATHROOM SIGNAGE (TITLE 24) VERIFY COLOR NECESSARY TO PROVIDE FOR A COMPLETE AND FINISHED PRODUCT. PROVIDE COMPLETE AND OPERATING PLUMBING SYSTEMS INCLUDING BUT ; � COORDINATE ALL TRADES TO INSURE A SMOOTH AND ORDERLY MATERIALS REQUIREMENTS WITH ARCHITECT. ACOUSTICAL TILE SHALL BE CENTERED IN ROOMS WHERE APPLICABLE, NOT LIMITED TO THE INSTALLATION OF PLUMBING FIXTURES AND P�PING. � j PROGRESSION OF WORK. STRUCTURAL STEEL PIPE COLUMNS SHALL CONFORM TO ASTM A-53. UNLESS INDICATED OTHERWISE. � i CONFORM TO ASTM C-150 TYPE II. USE ONLY ONE BRAND OF CEMENT gOLTS, ASTM A-307. SPRAY ALL CLOSURES TO MATCH HARDWARE FINISH. DIVISION ��: MECHANICAL ! PROGRESS MEETINGS THROUGHOUT. HARDWARE SCHEDULE SHALL BE AS NOTED ON SHEET �WD.7515'. SEE RESILIENT FLOORING � � THE ARCHITECT OWNER MAY WILL REQUIRE JOB PROGRESS MEETINGS FULL STRENGTH IN 28 DAY COMPRESSIVE STRENGTH OF 2,500 P.S.I. ALSO FLOOR PLANS, NO SUBSTITUTE IS ALLOWED UNLESS APPROVED IN — _ / / 23000 BASIC MECHANICAL REQUIREMENTS = � DURING THE PROCESS OF CONSTRUCTION. THE CONTRACTOR AND ANY/OR MINIMUM. WRITING BY OWNER'S REPRESENTATIVE ON FINAL PLANS. SCOPE: REFER TO HVAC PLANS AND SPECIFICATIONS BY CONSULTING ENGINEERS, � I ALL OF HIS SUBCONTRACTORS SHALL ATTEND THESE MEETINGS AS � �� � DIVISION 6: WOODS AND PLASTICS � � 4 SLUMP TO BE 4 1 2 MAXIMUM FOR FOOTINGS AND 3 FOR SLABS ON ALL COLD ROLLED STEEL FRAMES SHALL BE OF WELDED JOINT TYPE, 16 DELIVER MATERIAL TO JOB IN MANUFACTURER S SEALED ORIGINAL FOR TECHNICAL INFORMATION. DIRECTED BY THE ARCHITECT/OWNER. GRADE. GAUGE, TYP. U.N.O. CONTAINERS. KEEP AMPLE MATERIAL ON HAND TO PREVENT DELAY OF �1 . i CABINET WORK HOLLOW METAL DOOR SHALL BE 1-3 4" THICK HOLLOW METAL 18 INSTALLATION. PROVIDE ALL LABOR AND MATERIAL REQUIRED TO COMPLETE PRO V E COMPLETE AND OPERATING HVAC SYSTEMS INCLUDIN BUT NOT `� • • � ' T H I S S E C T I O N O F W O R K. G Tre n d21 t1011S � j WATER IS TO BE CLEAN AND FREE FROM DELETERIOUS MATERIALS. GAUGE, TYP. U.N.O. PAINTED, G.C. SHALL PROVIDE FINISH SAMPLE TO LIMITED TO THE INSTALLATION OF HVAC EQUIPMENT, CONTROLS, � � CONFLICTING INFORMATION: IN CASE OF CONFLICT BETWEEN SECTIONS OF SCOPE: ARCHITECT FOR APPROVAL PRIOR TO ORDERING.. PRODUCTS DUCTWORK, INSTALLATION AND AIR DEVICES. THE SPECIFICATIONS AND/OR THE DRAWINGS, THE CONTRACTOR SHALL BID AGGREGATED TO CONFORM TO ASTM C-33, CLEAN BRANO, DURABLE 3/4" Project name: THE MOST EXPENSIVE ALTERNATE. MAXIMUM AGGREGATED SIZE. CABINET CONTRACTOR TO PROVIDE ALL LABOR AND MATERIALS, INCLUDING ALUMINUM DOORS AND WINDOWS SEE FINISH PLAN. I HARDWARE LISTED BELOW, TO FABRICATE CABINETRY AS SHOWN oN DIVISION 26: ELECTRICAL � ; BARS DEFORMED BILLED STEEL BARS CONFORMING TO ASTM A-615-40, PLANS. INCLUDED AS PART OF THIS WORK BUT NOT NECESSARILY LIMITED SCOPE: EXECUTION: ; ; PROTECTION FOR #5 AND SMALLER, AND ASTM A-615-60 FOR #6 AND LARGER. T�� FURNISH ALL LABOR, MATERIALS, EQUIPMENT, ACCESSORIES AND SERVICE ' � REQUIRED FOR THE COMPLETE INSTALLATION OF ALUMINUM ENTRY DOORS GENERAL: SUBSURFACE SHALL BE FILLED AND SANDED TO PROVIDE AN 26000—BASIC ELECTRICAL REQUIREMENTS � THE CONTRACTOR SHALL TAKE PROPER SAFETY AND HEALTH PRECAUTIONS 1. ARCHITECTURAL CASEWORK. � REINFORCEMENT SHALL BE AS LONG AS POSSIBLE, AND FREE FROM AND ALUMINUM. EVEN LEVEL SURFACE, FREE OF FOREIGN MATERIAL. INSTALLATION OF TILE ; I TO PROTECT THE WORK, THE PUBLIC, AND THE PROPERTY OF OTHERS. HE RUST, SCALE OR COATINGS. SPLICES SHALL BE LAP AS REQUIRED BY 2. CASEWORK FINISH HARDWARE. INCLUDE AS PART OF THIS WORK BUT NOT NECESSARILY LIMITED T0: SHALL BE IN STRICT ACCORDANCE WITH MANUFACTURER'S WRITTEN SCOPE 1550 VALLEY VISTA DRIVE I SHALL ALSO BE RESPONSIBLE FOR ALL MATERIALS DELIVERED AND WORK CODE. INSTRUCTION BY A CONTRACTOR APPROVED BY THE MANUFACTURER. LAY REFER TO ELECTRICAL PLANS AND SPECIFICATIONS BY CONSULTING f ' PERFORMED UNTIL COMPLETION AND ACCEPTANCE OF THE ENTIRE STANDARDS 1. ALUMINUM FIXED. TILE SYMMETRICALLY FROM ROOM CENTERLINE. TILES SHALL BE FIRMLY ENGINEERS, FOR TECHNICAL INFORMATION. DIAMOND BAR, CA 91765 ' CONSTRUCTION WORK. SLAB REINFORCEMENT 6" x 6"-10 10. LAP MINIMUM ONE MESH WIDTH 2. ALUMINUM DOOR. � � � ALL WORK OR THIS SECTION SHALL CONFORM TO THE WOODWORK IMBEDDED IN ADHESIVE WITH TIGHT STRAIGHT JOINTS, END TILE AT DOOR � AND TIE ALONG SPLICES AT 12" O.C. PROVIDE #4 DOWELS AT 24" O.C. INSTITUTION OF CALIFORNIA (WIC) ECONOMY GRADE FOR OPAQUE FINISHES 3. GLASS AND GLAZING. OPENINGS UNDER THE DOOR IN ITS CLOSED POSITION. FINISH WORK PROVIDE COMPLETE AND OPERATING EXTERIOR AND INTERIOR LIGHTING : � SHALL BE FREE OF BUCKLES, CRACKS, BREAKS, WAVES AND AND POWER SYSTEMS. OF EQUIPMENT, CONTROLS, LIGHTING, OUTLETS, AT OFFICES TRENCHES. GROUT SHALL BE NON—SHRINKING AND HAVE A AND PLASTIC �M�►vATEs. CODES AND STANDARDS PROJECTIONS, CUT NEAR TO ADJACENT SURFACES. SWITCHES, TRANSFORMERS METERS, SITE LIGHTING, AND DRIVE—THRU � MINIMUM COMPRESSED STRENGTH OF 2,500 P.S.I. IN SEVEN DAYS. � ' SHOP DRAWINGS ILLUMINATED SIGNS. OWNER SHALL REVIEW AND APPROVE ALL POWER, FURNISH THREE (3) SETS OF SHOP DRAWINGS TO THE ARCHITECT FOR MATERIALS THE SYSTEMS PROPOSED FOR USE SHALL MEET THE AMERICAN NATIONAL CLEANING AND PROTECTION: PHONE AND LIGHTING LOCATIONS PRIOR TO INSTALLATIONS. � REVIFW PRIOR TO ORDERING ALL MATERIALS AND EQUIPMENT. SCOPE: STANDARD ANSI/AAMA 302.9. 1998 BY AMERICAN ALUMINUM CASE BODY: SHALL BE 3/4" PARTICLE BOARD WITH D.F. PLYWOOD PAINT MANUFACTURERS ASSOCIATION AND ALL APPLICABLE BUILDING CODES. 1. WHEN FLOOR MATERIAL HAS SUFFICIENTLY SEALED, CLEAN AND WAX IN � ; PRE—BID AND PRE—CONSTRUCTION CONFERENCE SLAB, WALKWAYS, REINFORCING STEEL, SHOP DRAWINGS AND AS GRADE AT CABINEf FACE UNLESS OTHERWISE NOTED. THE SYSTEM PROPOSED SHALL ALSO MEET THE PERFORMANCE STANDARDS ACCORDANCE WITH MANUFACTURER'S DIRECTIONS. THE WAX SHALL BE OF OTHERWISE INDICATED AND REQUIRED IN DRAWINGS AND SPECIFICATIONS. OF ASTM E330. A NON—SKID TYPE. THE CONTRACTOR SHALL ATTEND THESE CONFERENCES AS ARRANGED BY i THE ARCHITECT/OWNER. PLASTIC LAMINATE: 2. PROTECT COMPLETED WORK 1NITH NON—STAINING BUILDING PAPER UNTIL MATERIALS. GRADES AND FINISHES FINAL ACCEPTANCE OF WORK. FINISHES COUNTERTOPS AND BACK SPLASHE�: PUBLIC UTILITIES �. �►vTER�oR GRADE PLYWOOD OR PARTICLE BOARD OF THE PROPOSED SYSTEM SHALL MATCH THE EXISTING WINDOW AND DOOR CARPET EXTERIOR CONCRETE PAVING, BROOM FINISH. (MIX TO EQUAL CITY'S MINIMUM 3/4" THICKNESS. SYSTEM UNLESS NOTED OTHERWISE. SEND PROPER NOTICES, MAKE ALL NECESSARY ARRANGEMENTS, SPECIFICATIONS). 2. .039 THICK, GENERAL PIJRPOSE TYPE (HIGH— AND PERFORM ALL OTHER SERVICES REQUIRED IN THE CARE AND PRESSURE PLASTIC LAMINATE WITH GLOSSOMETER FABRICATION AND INSTALLATIQN SCOPE: � ' MAINTENANCE OF ALL PUBLIC UTILITIES. ASSUME ALL RESPONSIBILITY ) I CONCERNING SUCH WORK FOR WHICH THE OWNER MAY BE LIABLE. INTERIOR SLABS— STEEL TROWLED. RATING LENGTHWISE OF 6+-2 DELIVER MATERIAL TO JOB IN MANUFACTURER'S SEALED ORIGINAL i �' „ „ FABRICATION SHALL BE CONCERNED WITH BUT NOT LIMITED T0: CONTAINERS. KEEP AMPLE MATERIAL ON HAND TO PREVENT DELAY OF � ' CABINET INTERIORS & SHELVWG: WHITE MELAMINE . CONCEALING FASTENERS WHEREVER POSSIBLE, PROVIDING ADEQUATE INSTALLATION. PROVIDE ALL LABOR AND MATERIAL REQU�RED TO COMPLETE [ i PRODUCT ORD�RING SLABS ON GRADE MEANS FOR EXPELLING COLLECTED MOISTURE, MAKING ADEQUATE -THIS SECTION OF WORK. � ' HARDWARE PROVISION FOR EXPANSION BETWEEN COMPONENT PARTS AS WELL AS � ' FAILURE TO PLACE ORDERS FOR SPECIFIED EQUIPMENT OR MATERIAL SLABS ON GRADE SHALL NOT BE LESS THAN 4"THICK UNLESS NOTED INDIVIDUAL PARTS AND REMOVING EXPOSED SURPLUS METAL FROM JOINTS INSTALLATION ACCESSORIES TROWELABLE LEVELING AND PATCHING ' ' � SUFFICIENTLY IN ADVANCE OF HIS SCHEDULED DATE OF INSTALLATION WILL OTHERWISE. DRAWER AND CABINET PULLS TO BE 4" SATIN STAINLESS STEEL HINGES AND PRESS SMOOTH. COMPOUNDS: LATEX—MODIFIED, HYDRAULIC—CEMENT—BASED FORMULATION " NOT BE CONSIDERED AS A VALID REASON UPON WHICH THE CONTRACTOR AT DOORS TO BE CONCEALED. DRAWERS TO HAVE ROLLER—GLIDE PROVIDED OR RECOMMENDED BY CARPEf MANUFACTURER. � MAY BASE HIS REQUEST FOR ANY SUBSTITUTIONS OR FOR ANY DEVIATIONS PROTECTION AND CURING SUPPORTS. PROTECT DISSIMILAR METALS FROM CONTACT WITH EACH OTHER OR WITH - FROM THE DRAWING AND SPECIFICATIONS. OTHER MATERIALS WHICH CAUSE CORROSIVE ACTION. MATERIAL: ; INSTALLATION ! , COVER AND PROTECT SLAB WITH "SISAL KRAFT" PAPER WEIGHTED DOWN SEE FINISH PLAN. ' AND SEALED AND MO�ST CURE UNTIL FULL DESIGN STRENGTH IS REACHED, ALL FITTINGS AND FLASHINGS ARE TO BE SQUARE, PLUMB AND TRUE, � AND FOR AT LEAST 10 DAYS AFTER CONCRETE IS PLACED, INCLUDING COUNTERS SHALL BE INSTALLED LEVEL AND TRUE AND CAREFULLY PROJECT RECORD DOCUMENTS SCRIBED TO ADJACENT SURFACES. INSTALLER SHALL PERFORM ALL SECURELY ANCHORED AND WATERTIGHT. EXECUTION: WEEKENDS AND HOLIDAYS. MOIST CURE WITH FOG MIST. UNLESS NOTED CUTTING AND FITTING FOR ELECTRICAL WORK AS SHOWN ON DRAWINGS. � THE CONTRACTOR SHALL MAINTAIN IN THE JOB SITE A COMPLETE OTHERWISE. COORDINATE OPENING FRAME DETAILS WITH DETAILS OF ADJACENT WORK COMPLY WITH CARPET MANUFACTURER'S WRITTEN RECOMMENDATIONS AND � "AS—BUILT" RECORD SET OF BLUE LINE PRINTS. THIS SET SHALL BE TO ASSURE PROPER ATTACHMENTS, SEALED JOINTS, TIGHT FLASHING, ETC. SHOP DRAWINGS FOR SEAM LOCATIONS AND DIRECTION OF CARPET; CORRECTED DAILY WITH RED PENCIL T0 SHOW EVERY CHANGE FROM THE FLOOR PREPARATION PROTECTION ALLOW FOR ADJUSTMENT OF ATTACHMENTS OF FRAMES TO BUILDING WALL. MAINTAIN UNIFORMITY OF CARPET DIRECTION AND LAY OF PILE. AT j ORIGINAL CONTRACT DOCUMENTS AND SHALL BE MARKED TO SHOW THE DOORWAYS, CENTER SEAMS UNDER THE DOOR IN CLOSED POSITION. � ' PRECISE HORIZONTAL AND VERTICAL LOCATION OF CONCEALED WORK. THIS A. EACH INDIVIDUAL SUBFLOOR SHALL BE INSPECTED TO DETERMINE IF PROTECT FINISH MATERIALS DURING TRANSIT, DELIVERY, AND STORAGE AND � ' SHALL NOT BE CONSTRUED AS AUTHORIZATION FOR THE CONTRACTOR TO ANY SPECIAL REQUIREMENTS ARE NEEDED TO MAKE IT A SUITABLE HANDLING. INSTALLATION OF INTERIOR FINISH CARPENTRY MATERIALS SHALL EXTEfvD CARPET INTO TOE SPACES, DOOR REVEALS, CLOSETS, � MAKE CHANGES IN THE LAYOUT WORK WITHOUT DEFINITE INSTRUCTIONS IN SUBSTRATE FOR THE FINISH FLOORING. NEW CONCRETE MUST BE CLEAN, NOT BE STARTED UNTIL THE BUILDING IS WEATHERTIGHT AND WET WORK DIVISION �: FINISHES oPEN—BOTTOMED OBSTRUCTIONS, REMOVABLE FLANGES, ALCOVES, AND I 1 EACH CASE. HAS BEEN COMPLETED IN INSTALLATION AREAS. � � DRY AND CURED. IT MUST BE FREE OF CURING OR SEALING AGENTS THAT SIMILAR OPENINGS. MIGHT INTERFERE WITH THE ADHESIVE. THE GENERAL CONTRACTOR MUST SUBMIT A REPORT ON MOISTURE CONTENT IN THE SLAB. FOR EVER � 500-600 SQUARE FEET OF FLOOR VERIFY THE PRESENCE OF MOISTURE D IVI S I O N 7: TH E RMAL AN D M O I STU RE INSULATION INSTALL PATfERN PARALLEL TO WALLS AND BORDERS. DIVISION 2: SITE WORK VISUALLY BY MEANS OF RUBBER MET TEST IN ACCORDANCE WITH ASTM D SCOPE: SEAM ADHESIVE: HOT—MELT ADHESIVE TAPE OR SIMILAR PRODUCT 4263. IF PRESENT, DETERMINE AMOUNT OF MOISTURE IN CONCRETE SLAB FURNISy ALL LABOR, MATERIALS, AND EQUIPMENT FOR FINISHES AS RECOMMENDED BY CARPET MANUFACTURER FOR SEALING AND TAPING i BY USE OF ANHYDROUS CALCIUM CHLORIDE. A POWDERY SURFACE MAY INDICATED ON THE DRAWINGS AND/OR AS HEREIN SPEG"IFIED. SEAMS AND BUTTING CUT EDGES AT BACKING TO FORM SECURE SEAMS GENERAL REQUIRE THE USE OF A SEALER COMPATIBLE WITH THE ADHESIVE SEAL INSULATION AND TO PREVENT PILE LOSS AT SEAMS. � UNDER VCT OR SHEET VINYL AREAS WITH EPDXY SEALER. TO PROVIDE A THIS SECTION INCLUDES FURNISHING AND INSTALLATION OF ALL DRYWALL PROTECTION AND SAFETY SUITABLE SURFACE FOR GLUE—DOWN CARPET. SCOPE: AT WALLS, CEILINGS, SOFFITS, FACIAS AND FURRING AS INDICATED ON PAINTING THE DRAWINGS. SCOPE: ORGANIZE AND PROSECUTE WORK AS REQUIRED TO ASSURE PROTECTION EXTENT OF INSULAT�ON WORK IS SHOWN ON DRAWINGS BY GENERIC NAME ; OF INDIVIDUALS AND EXISTING IMPROVEMENTS AFFECTED BY DEMOLITION OR BY ABBREVIATIONS. APPLICATIONS OF INSULATION SPECIFIED INCLUDE ' AND REMOVAL OPERATIONS. PROVIDED WARNING SIGNS, LIGHTS, THE FOLLOWING: WORK INCLUDED BUT NOT LIMITED TO THIS SECTION: FURNISH ALL LABOR, MATERIALS, EQUIPMENT AND SERVICES REQUIRED TO ' BARRICADES AND ALL OTHER PROTECTIVE DEVICES REQUIRED TO ASSURE B• �N THE EVENT OF MOISTURE READINGS IN EXCESS OF 7LBS. PER PROVIDE ALL PAINT WORK AS SPECIFIED HERE IN AND/OR NOTED ON THE SAFE PRACTICES. THE WORK SHALL PROCEED IN SUCH A MANNER TO 1,000 IN A CALCIUM CHLORIDE TEST, CONTACT THE IRVINE COMPANY. FOR 1. BATT TYPE R-19 UNBACKED FOR CEILING, SOFFIT 1. CARPENTRY DRAWINGS, INCLUDING MILLWORK SUPPLIED BY OTHERS. ', MINIMIZE THE SPREAD OF DUST AND FLYING DEBRIS. IMPLEMENTATION OF WATERPROOFING INSTALLATION. AND UNDER SIDE OF ROOF INSULATION 2. ELECTRICAL I 3. HEATING, VENTILATING AND AIR CONDITIONING. DO NOT PAINT: C C. PATCHING OF CRACKS AND DEPRESSIONS SHOULD BE WITH A LATEX 2• BATT TYPE INSULATION R-13, UNBACKED, FOR 4. PAINTING ` PREVENT MOVEMENT OR SETTLEMENT OF STRUCTURE(S). PROVIDE AND PATCHING COMPOUND CONSISTING OF PORTLAND CEMENT, FINE S�LICA SOUND INSULATION AT INTERIOR WALLS. 1. PLASTER AND DRYWALL SURFACES CONCEALED FROM VIEW. Stamp: � PLACE BRACING OR SHORING AND BE RESPONSIBLE FOR SAFETY AND SAND AND LIQUID LATEX. EXTRA CARE SHOULD BE TAKEN IN FILLING ` SUPPORT OF STRUCTURE(S). ASSUME LIABILITY FOR INJURY. CRACKS IN MEZZANINE DECKS, PATCHING COMPOUND MUST FILL THE VOID 3. BATT TYPE IN 2 1/2 FURRED WALLS. PRODUCT AND WORKMANSHIP 2. FACTORY FINISHED EQUIPMENT AND OTHER MATERIALS WITH COMPLETE � � FACTORY FINISH. COMPLETELY, MAKING SURE MATERIAL EXTENDS TO FULL DEPTH OF THE PRODUCTS: 3. FINISH HARDWARE EXCEPT WHERE PRIMED FOR PAINT FINISH UNLESS ' CEASE OPERATIONS AND NOTIFY ARCHITECT IMMEDIATELY IF SAFE OF CRACK. GYPSUM WALL BOARD SHALL BE MOISTURE RESISTANT GYPSUM BOARD AT NOTED OTHERWISE. S�p AR��y�r STRUCTURE APPEARS ENDANGERED. DO NOT RESUME OPERATIONS UNTIL MATERIALS SHALL BE MINERAL/GLASS FIBER BLANKET/BATT INSULATION TO FULL HEIGHT BEHIND SERVICE SINK, AROUND MOP BASIN. v��P�� RF2��'�, SAFETY IS RESTORED AND ASSURED. CONTRACTOR SHALL BE SOLELY D. EXISTING CONCRETE MUST BE CLEAN, DRY AND FREE OF PAINT ,DIRT, BE INORGANIC FIBERS FORMED INTO FLEXIBLE RESILIENT BLANKETS OR ; RESPONSIBLE FOR MAINTAINING STRUCTURAL INTEGRITY OF ALL WORK. ADHESIVE AND OILS. CRACKS AND HOLES OR DEPRESSIONS SHOULD BE BATTS; DENSITY AS INDICATED, BUT 1.0 POUND MINIMUM; K—VALUE OF PROVIDE ESCUSIONS FOR ALL PIPE PEtv�RAT�N� wA��s. PRODUCT AND WORKMANSHIP ' LEVELED AND HIGH AREAS SHOULD BE GRINDED. .27; MANUFACTURER'S STANDARD LENGTHS AND WIDTHS AS REQUIRED TO 14199r � WORK WHICH IS TO REMAIN WHICH AHS BEEN DAMAGED BY ANY CAUSE COORDINATE WITH SPACES TO BE INSULATED. ALL DRYWALL SHALL BE FASTENED WITH SCREWS. ALL MATERIALS SHALL BE MIXED, APPLIED AND PROTECTED IN ��s� a•--��e � SHALL BE REPAIRED, PATCHED, OR REPLACED TO MATCH CONTIGUOUS PROVIDE MILL—COR TRIM AT ALL EXPOSED CORNERS, TOPS AND BOTTOMS ACCORDANCE WITH MANUFACTURER'S DIRECTIONS AS PRINTED ON THE y� �FO WORK, TO SATISFACTION OF OWNER AT NO ADDITIONAL COST TO OWNER. DIVISION 5: METALS COUNTER. OFCA�- : ALL INSULATION SHALL BE FLAME RETARDANT TO MEET CODES AND FIRE OF WALLS (WHERE EXPOSED TO VIEW) AND WHERE PARTITIONS TERMINATE ALL INTERIOR CONCRETE WALL SURFACES AND THE WAREHOUSE SIDE OF DEPARTMENT REQUIREMENTS. AT CONCRETE WALLS AND WINDOWS. APPLY THREE COATS OF COMPOUND THE DRYWAL� SHALL BE PAINTED WITH FLAT FINISH UNLESS OTHERWISE AND SAND SMOOTH. NOTED. ALLOW FOR REMOVAL OF EXISTING AND PLACING OF NEW WORK, AND CAUSE LEAST INTERFERENCE WITH OWNER'S oCCUPANCY REQu�REMENTs. LIGHT GAUGE METAL FRAMING PRov�DE DRYWALL "DRAFT STOPS", WITH HAT CHANNEL REINFORCING AT THE STAIR WELLS AND LOBBIES SHALL BE PAINTED AS OUTLINED HERE IN ROOFING AND ACCESSORY INSTALLATIONS AS "INTERIOR DRYWALL". Sheettitle: ! 24" O.C., AS SHOWN ON REFLECTED CEILING DRAWINGS. � RUBBISH, DEBRIS, MATERIALS, AND EQUIPMENT NOT TO BE SALVAGED SCOPE: SCOPE: INSTALL PAINTBLE CAULKING WHERE PERIMETER ACOUSTICAL T—BAR GRID '' RESULTING FROM D�MOLITION SHALL BECOME THE PROPERTY OF THE ALL WET OPERATIONS SHALL HAVE BEEN COMPLETED AND BE DRY MEETS THE VERTICAL WALL SURFACE. STRIKE SMOOTH. APPLY CAULKING 1. FOR NONBEARING STEEL STUDS SEE DIVISION 9. FURNISH INCLUDING CANT STRIPS AND INCORPORATING OTHER TRADES BEFORE INSTALLATION OF GYPSUM BOARD. S P E C I F I CAT I O N S CONTRACTOR AND SHALL BE DISPOSED OF OFF THE SITE TO APPROVED � PRIOR TO PAINTING OF WALLS. ESTABLISHED DUMP SITES AND SHALL NOT BE ALLOWED TO ACCUMULATE. FLASHING, SLEEVES AND JACKS. ' DISPOSAL OF REFUSE DEBRIS AND ACCIDENTAL LOSS OR DAMAGE DELIVERY ROOFING SHALL MEET UNDERWRITERS LABORATORIES, CLASS 'B' PAINT ALL ROOF EQUIPMENT SCREEN FRAMING AND EQUIPMENT SCREEN i, ATTENDANT THERE TO SHALL BE THE CONTRACTOR'S RESPONSIBILITY AND STANDARDS AS A FIRE RETARDANT ROOFING ASSEMBLY. CERAMIC TILE PANELS. I SHALL IN NO WAY INVOLVE THE OWNER. PROTECT MEfAL FRAMING UNITS FROM RUSTING AND DAMAGE. DELIVER TO PROTECT SITE IN MANUFACTURER'S UNOPENED CONTAINERS OR BUNDLES, �IyEIGHT OF ROOFING ASSEMBLY SHALL NOT EXCEED 250 POUNDS PER SCOPE: ALL SURFACES TO BE PAINTED SHALL BE CLEANED FROM DUST AND FULLY IDENTIFIED WITH NAME, BRAND, TYPE AND GRADE. STORE OFF 100 SQ. FT. SCRAPED FROM IMPERFECTIONS PRIOR TO PAINTING. � WHERE SUBSURFACE PIPELINES, CONDUITS, ETC., THAT ARE IN SERVICE GROUND IN A DRY VENTILATED SPACE OR PROTECT WITH SUITABLE WATER FURNISH ALL LABOR AND MATERIALS NECESSARY FOR COMPLETE TILE Copyright 2012.All rights reserved. No part of this ARE KNOWN TO EXIST IN THE PATH OF CONSTRUCTION, THEIR PRESENCE PROOF COVERINGS. WORK AS INDICATED ON THE DRAWINGS AND SPECIFIED HEREIN. IN REFER TO FINISH PLAN FOR SURFACE TREATMENTS. work product shall be reproduced in any form or by WILL BE INDICATED ON THE DRAWINGS OR ON REFERENCE MATERIALS EXISTING ROOF TO REMAIN AS INTACT AS POSSIBLE. ALL NEW PATCHING AVAILABLE TO THE CONTRACTOR. ANY LINE TO BE MOVED SHALL BE AND RE—ROOFING REQUIRED TO PROVIDE A WATERTIGHT SYSTEM SHALL BE ADDITION TO APPLICABLE CODES AND REGULATIONS, MATERIALS AND any means-graphic,electronic or mechanical, � UNCOVERED AND MOVED, OR OFF AND REROUTED IN COOPERATION WITH PRODUCT WORKMANSHIP SHALL CONFORM TO THE REQUIREMENTS OF THE TILE including photocopying,without permission in writing APPLIED PER THE CURRENT MANUFACTURER'S SPECIFICATIONS AND BE „ �, from RENGEL+CO. I OTHER TRADES SO AS TO MAINTAIN CONTINUITY OF SERVICES, AS COMPATIBLE WITH THE EXISTING ROOFING ASSEMBLY. ROOFING COUNCIL OF AMERICA, INC. HANDBOOK FOR CERAMIC TILE INSTALLATION , � DIRECTED BY OWNER, WITHOUT ADDITIONAL EXPENSE TO OWNER. SYSTEM COMPONENTS: PROVIDE TOP AND BOTTOM RUNNERS BLOCKING, CONTRACTOR SHALL ISSUE A TWO YEAR WATERTIGHT GUARANTEE AND LATEST EDITION. MATERIALS SHALL MEET OR EXCEED STANDARD GRADE Date: UNTELS, CUPS ANGELS, SHOES, REINFORCEMENTS FASTENERS, AND ADVISE GENERAL CONTRACTOR OF PROPER PROTECTION OF ROOF REQUIREMENTS OF TCA 137.1. ' 01.10.13 � SPRINKLE MATERIAL WHILE BEING HANDLED AND LOADED INTO TRUCKS TO ACCESSORIES AS RECOMMENDED BY MANUFACTURER. MEMBRANE. ', SETTLE THE DUST, TO RELIEVE THE ANNOYANCE TO THE BALANCE OF THE MATERIALS: SEE PARTITION SCHEDULE ON SHEET 'A1.0'. PRODUCT AND WORKMANSHIP Drawn by: , PREMISES AND TO THE ADJOINING AREA. JCR � � CERAMIC TILE SNALL BE AS INDICATED ON THE DRAWINGS. � Q UTILITIES Project#: TILE SHALL BE SET AND GROUTED WHEN AMBIENT TEMPERATURE IS A i � EXECUTION MINIMUM OF 50 F. AND RISING. 201234 � PRIOR TO ALL SITE CLEARING WORK, SHUT OFF OF MECHANICAL AND � � � PROVIDE FURRING AROUND EXPOSED PIPES AND DUCTS IN AREAS WITH TILE OVER GYPSUM WALL BOARD SHALL BE PER TCA W243-82. File name: , Ql ELECTRICAL UTILITIES SHALL BE COORDINATED WITH THE UTILITY AND FINISH CEILINGS AND WHERE PIPES AND STRUCTURAL COLUMNS TrendzitionslDiamond Bar/1550 Valley VistaNHA ' rl LOCAL AUTHORITIES HAVING JURISDICTION. THE CONTRACTOR SHALL PROTRUDE WITHIN FINISHED WALLS. ' ' ' MINIMIZE OR PREVENT ANY UTILITY OUTAGES, ALL WORK REQUIRED TO GENERAL r � RELOCATE ESSENTIAL SERVICES SHALL BE COMPLETED BEFORE DEMOLITION Sheet: (� OF EXISTING LINES WITH OWNER APPROVAL. COORDINATE WITH OTHER TRADES AND PROVIDE FOR MISC. ADDITIONAL MANUFACTURER TO GUARANTEE THAT ALL CERAMIC TILE SUPPLIED FOR ; � FRAMING TO ALLOW FOR LIGHT FIXTURES, ACCESS PANELS, HVAC GRILLES EACH COLOR IS FROM THE SAME LOT. i - N AND DIFFUSERS, HANDRAIL BRACKETS, ETC. OWNER SHALL BE FURNISHE D A MINIM U M O F R EP L A C E M E N T S U P P L Y O F L.A. CO�+'y'TY F�i� D�?T. G N 4 � ONE FULL CARTON OF EACH SIZE, TYPE, AND COLOR OF TILE INSTALLED. FIR� P�cEtiE�1TICN BuR�1U r� k Y--1 [ i � , ' � I - �_ - - - _ - _ ���- ❑ KEY NOTES LE E RESS SIGNAGE 1 - " • ' •  ��-:�� TACT I G : _ ,� � � � --- ��� � : A A.3 A.6 B C D E F G H J J.3 J.9 K  '�; NOTE: FOR ADDITIONAL KEYNOTES REFER TO SHEET A200 - _= i�� 2_�5 NEW 2'-0"W x 7'-6"H FIXED TEMPERED CLEAR GLASS WINDOW WITH ALPHA EXIT TO ���� ; I � I I I I I I I I I I I ARCHITECTURAL" CLEAR ALUMINUM FRAME WITH BLACK VINYL SEALS TO MATCH � � ROUTE EXIT 333 EI Camino Real, Tustin, California 92780 _ � DOOR FRAME. TOP OF WINDOW FRAME TO ALIGN WITH TOP OF DOOR FRAME. � 0 '�"""`E' II I I I I I I I I I I II �XIT � O+ 714.832.3333 F+ 714.838.2065 2.16 NEW 5'-0"W. X 4'-0"H. FIXED TEMPERED CLEAR GLASS WINDOW WITH °� B' �' www.rengelarch.com � _ _ ALPHA ARCHITECTURAL" CLEAR ALUMINUM FRAME WITH BLACK VINYL SEALS FRAME TO MATCH DOOR FRAME. TOP OF WINDOW FRAME TO ALIGN WITH (BRAILLE) EXIT EXIT History record: E TOP OF DOOR FRAME. UPPPERCASE A. EXAMPLE STAIRS STAIRS Date Description � SANS-SERIF � � " �- " � � RTITION OR APPROVED CHARACTERS NOTE: DIMENSIONS DOWN UP 2.17 PROVOIDE8-2 x 8 0 SHOJI STYLE SLIDING PA 01.14.12 ISSUE FOR PLAN CHECK � EQUAL WOOD FRAME WITH RICE PAPER FABRIC. REFER TO DOOR RAISED 1/32" APPLY .TO ALL 0 0 ` MIN. EGRESS SIGNAGE D. E. � SCHEDULE FOR ADDITIONAL INFORMATION. � GC. MUST PROVIDE SHOP DRAWINGS FOR ARCHITECTS REVIEW AND CORRESPONDING : � APPROVAL PRIOR TO FABRICATION. GRADE II EXIT EXIT ' BRAILLE � RAMP RAMP DOWN UP � 0 0 � N OTE: F. G. � 1. EACH GRADE-LEVEL EXTERIOR EXIT DOOR SHALL BE IDENIIFIED BY A � TACTILE EXIT WITH THE WORD, "EXIT". � . � _ ' 2. EACH EXIT DOOR THAT LEADS DIRECTLY TO A GRADE-LEVEL � � ' ■ ■ ■ EXTERIOR EXIT BY MEANS OF A STAIRWAY OR RAMP SHALL BE � IDENIIFIED BY A TACTILE EXIT SIGN WITH THE FOLLOWING WORDS AS � APPROPRIATE: A. "EXIT" E. "EXIT STAIRS UP" Revisions � B. "EXIT ROUTE" F. "EXIT RAMP DOWN" No. Date Description F C. "TO EXIT" G. "EXIT RAMP UP" � D. "EXIT STAIR DOWN" � � 3. EACH EXIT DOOR THAT LEADS DIRECTLY TO A GRADE-LEVEL EXTERIOR 6 12.06.12 REVISION ' EXIT BY MEANS OF AN EXIT ENCLOSURE OR AN EXIT PASSAGEWAY � N . I .,C SHALL BE IDENTIFIED BY A TACIILE EXIT SIGN WITH THE WORDS, "EXIT". 7 12.17.12 REVISION o� �E) 4. EACH EXIT ACCESS DOOR FROM f4N INTERIOR ROOM OR AREA TO A (E) �T� �� CORRIDOR OR HALLWAY THAT IS REOUIRED TO HAVE A VISUAL EXIT STAIR :"A" � SIGN, SHALL BE IDENIIFlED BY A TACIILE EXIT SIGN WITH THE �/� �B��I �� w w �/ \� WORDS, EXIT ROUTE . � _ 5. EACH EXIT DOOR THROUGH A HORIZONTAL EXIT SHALL BE 1 D �N) (N) (N) (N) �N) IDENTIFIED BY A SIGN WITH THE WORDS, "TO EXIT". _ CORR�IDOR SERVER OFFlCE OFFICE CONF. RM. � 1 D 6 SYMBOLS SHALL BE CENTERED 60" A.F.F. : 7. THE CHARACTERS AND BACKGROUND SHALL HAVE A MATTE FINISH � AND THE COLOR SHALL CONTRAST WITH THE COLOR ON WHICH IT IS : ' EO E� E� D � ' MOUNTED. � � �E� �E� �N 8. THE CONTRACTOR SHALL MAKE A SUBMITTAL FOR APPROVAL BY THE � 1 � � � � �IR � 1 B ARCHITECT. `� � � �� E� ��E� \�� ' 3 ( 9 OF THE DOORS(ATLDO BLE EAF DOORSJAND WH N THERE S NOI WALL Tre n dZIt1011S F o . ` ,' 2, 4 4 16 � SPACE AT THE LATCH SIDE, SIGNS SHALL BE PLACED ON THE � - - E , � NEAREST ADJACENT WALL, PREFERABLY ON THE RIGHT). � Pro ect name: \� �� \� �� L BY �E) I 6 � � (N) 10. CHARACTER WIDTH- TO HEIGHT RATION BEWTEEN3:5 AND 1:1 WITH A � �N� � ELEV. I � 1 I I I CONF. RM. 1:5 AND 1:10 STROKE WIDTH-HEIGHT RAT10. STOR. I I �N) � �4 _ ■ co�M. i �V ■ �V V� � � 66 24 �� THE SI�GNAG� WITHOUT ENCOUNTER NG�P OTRUDING OBJ C SI OR p OF - �I/ � I I I ' S T A N D I N G W I T H I N T H E S W I N G O F A D O O R. 1B � �-;� � : N � C FF'�E - � 20 � - �9 �J �' � - - � -� - � - Z'�" 3s }� � 1550VALLEYVISTADRIVE . . 'T' � T T 4 � � DIAMOND BAR, CA 91765 : � �� I � OFFICE � 3 15 /� - ,�, � � � 4 6 (N) � 3 � ( � OFFICE � - i N ATAMI - � � 4�9 _ OCCUPANT LOAD CALCULATION � �-- - - -- - - - - E ROOM DESCRIPTION SQ.FT. OCCUPANT occuParvT # GROUP LOAD FACTOR OCC. LOAD " 1 ST FLOOR - SUITE 100 OPEN OFFlCE OFFICE OPENNOFFICE � 100 LOBBY 779 B 100 8 � 101 OPEN OFFICE 1,073 B 100 11 102 OFFICE 247 B 100 3 103 OFFICE 231 B 100 3 � SECOND FLOOR EGRESS PLAN SCALE: 1 - 10 NORTH ' �� _ � 104 CONFERENCE ROOM 177 A 15 12 � 105 TRANING ROOM 795 A 15 53 � _ 106 LUNCH ROOM 1,016 A 15 67 M 107 STORAGE 80 S1 300 1 � - 108 CONFERENCE ROOM 122 A 15 8 j A A.3 A.6 B C D E F G H J J.3 J.9 K 109 CONFERENCE ROOM 271 A 15 18 ' 110 OFFICE 233 B 100 3 � N ( i � OPEN OFFlCE � � I I �N� I I I I I I ��� OFFICE Z33 B �OO 3 OPEN OFFICE i I I � I I I I ( I ( I ( ( 112 WAITING 309 B 100 3 �- o o - o o - __ 113,117 OPEN OFFICE 6,867 & 119 6 100 69 114 OFFICE 244 B 100 3 115 CONFERENCE ROOM 235 A 15 16 116 OFFICE 232 B 100 3 . 120 CONFERENCE ROOM 417 A 15 28 = 23 --� 23 REH �Z� CONFERENCE ROOM 119 A 15 8 4 WA OUSE � � v/ 121 MEETING ROOM 119 A 15 8 � ( I 122 LOBBY 317 B 100 4 42 - - � - - 19 � -r - - - � - -� 29 � - � �� � r _ � .�5� 123 CONFERENCE ROOM 286 A 15 19 � - � (N) � �"� �") �,y �") �N)� � (") 124 CONFERENCE ROOM 256 A 15 17 I OFFICE CON . OFFICE AITING OFFlC OFFlCE ' � - � ' � ' T ' 0 125 CONFERENCE ROOM 125 A 15 8 � � � 126 SHOWER 76 A-3 50 1 ! � 16 �3 3�-> 32 3 3 � 127 GYM 315 A-3 50 7 � ' ELECERM. I I : 128 IDF. STORAGE 52 S� 300 - I SHOWER ' I 1 Z9 CORRIDOR - - - - Stamp: -:'_ •v � Y � 45 - � - �3 � I �A 130 W. RESTROOMS - - - - ; 131 M. RESTROOMS ��p q�Cy� ; � _� I �� 132 RETAIL 159 M 60 3 �O�a a0�• AF TFC��, # �TED�P 53 - � - � � � � - - � - 6 7 � 8 - � 58 18 8� - „ EXIT 6 - co" � � 133 , WAREHOUSE 2,207 S� 500 5 2 93 OCC. 93 AIR (N) 1 - - - � (E� 4 � SUITE 100" TOTAL OCCUPAN LOAD � r � 93 X 0.2 = 18.6" A �jI OFFICE � - � �N� (N) I STAI EXIT #5 380 � {r 14199 36" > 18.6" = OK r � ' � °ui�r RM. 13 SUITE 100" TOTAL EXIST REQUIRED 2 c.j, GYM � "B� 91 OCC. " �, �EN.�- �Q' � _ EXIT 7 I 143��X 0.2 n 18.2" �9'•�._._. � ` . 3 � �� _ _ _ �� �E� �E� �B i58 0 C. � � �N� � 5 52 - _ _ _ _ 36 > 18.2 = OK SUITE "100" TOTAL EXIST PROVIDED 5 �O�CA���� � N STOR 1A � � � �� "^�� _ ' � � � � �� _ � 2ND FLOOR - SUITE 200  � v/ �N� � � �"'�}� � 1 B 200 LOBBY 91 B 100 1 � ' L _ _ _ � _ _ 93 � � OFFICE a � ' �E� ( FEC 2O� OPEN OFFICE 586 B 100 6 ` � ELEV. 12 27 _ � 202 OFFICE 268 100 3 Sheet title: i � v/ RM. �E> � r � � B _ I �N� 79 - TCIR ' � � EXIT #4 203 OPEN OFFICE 1,515 B 100 15 F� RST & S ECO N D � 1 /(� CONF. O (R) (R) 67 OCC. 204 TATAMI 91 B 100 1 ! 0 � � � �� � 34 X 0.2 = 6.8" ; � ' V/ � �N� T � � 72" > 13.4" = OK 205 OFFICE 291 B 100 3 �LOOR ` OFFICE � � � 206 CONFERENCE ROOM 359 A 15 24 `- � 23 19 ' ELEV. � 25 �A 207 CONFERENCE ROOM 247 A 15 16 EGRESS PLAN � 4 34 = J 4 - � - - - � � 208 OFFI E B 1 - , �- ■ � 4 4 ■ ■ C 238 00 3 ; ' � � � 53 67 � - -� 209 OFFICE 238 B 100 3 = � � - - �N � - � - � Copyright 2012.All rights reserved. No part of this i 47 �B 59 - 5 - 17 � �/ 33 210 SERVER ROOM 178 S� 300 1 work product shall be reproduced in any form or by � -t � � - �- � - - F = <��� EXIT #8 EXIT #9 A any means-graphic,electronic or mechanical, r���;Y �� ��3����`��- 211 CONFERENCE ROOM 87 15 6 ��� � including photocopying,without permission in writing ' ; � ��� � 59 OCC. � 17 OCC. /n 27 � '""1 L _ EXIT #3 �}��� `���.���� 2�3 W. RESTROOMS - - - - from RENGEL+CO. � , � � sT x:. s.a t`a w I 28 ---J \�11 /(` 1 A �, - - - - � - --� � 67 OCC. �� ���i�:�3�"��'�i -� .. ,,;` 214 STORAGE 54 S� 300 - Date: � _ � 34X0.2 = 6.8 � �� �a � � � 8 6 #� � � � �-_ ,'"s 215 OFFICE 221 B 100 2 01.10.13 ; a.s - g _ J � : 1 B I � � � a � � : � �q 216 OFFICE 322 B 100 3 Drawn by: E I � 1 B �Y , a _ � � - �� - - - I i � � Y _�x� ,r� `` , 217 UTILITY ROOM 149 S� 300 JCR ; M 4.9 ; �'f�- �� ' �j d �`�� • i M. RESTROOMS - - - - � � 218 Project#: � - - -- ���XIT #1 � 8y'� '` '� � SUITE "200" TOTAL OCCUPAN LOAD g7 201234 ,.� :. . . `�'163 OCG -� ..-, --.,..�,.,, . I� � - - - � � `' "-:"�"`:,''"`'''�"� SUITE "200" TOTAL EXIST REQUIRED rl 163 X 0.2 = 32.6" � ���a: .:c.i:�t�1;-::»ec��on a��rfl.�! 2 File name: N 72" > 32.6" = OK The s�m�in� ot c�i� ;,;w-, and sp��it��t:c�r. SUITE "200" TOTAL EXIST PROVIDED 2 Trendzitions/Diamond Bar/1550 Valley VistaNHA (E> VI EXIT #2 S+':+LL NOT be h,eld t� per�nit �r �9 rs � � T"� (N) (N) (N) �N� LOBBY (N) (N) �N� 54 OCC. �N� a,.�,pf04El Of fYl$ ViOfi{i�(1 Ot arry �;ovisr�rr c ; OPEN OFFlCE CONF. RM. CONF. RM. RETAIL OPEN OFFICE OFFICE TRAINING 54 X 0.2 = 10.8" LUNCH RM. ar.y Coc,r�r;iCity Ord�rsanc.a or Statt�a�v. Sheet: j M '� 36" > 10.8" = OK - Q , N N5 � �.a. c��.lti�Y Fif?� C� . FIRE R��V�tiTiG'tJ ��n�l',U � FIRST FLOOR EGRESS PLAN SCALE: ��� = ,o� NORTH � � : � -� �� I _ � - � _ �� -�� % � "� � � , - - - ����� - ;� - �� i _ -� _ = - � -� �� � i =_ _�� 3� �� � - 3� -- �� 333 EI Camino Real, Tustin, California 92780 -- O+ 714.832.3333 F+ 714.838.2065 ; www.rengelarch.com , , A A.3 A.6 B C D E F G H J J.3 J.9 K History record: ; Date Description i 01.14.13 ISSUE FOR PLAN CHECK � � ; � ' � � � I I I I I I I 01.14.13 ISSUE FOR BID � � � 01.24.13 BID ADDENDUM#1 � ; .� ', � I � - - - - - - -� = ; � - � � 00 00 DN � �� �� = I �� - � = : �� . � - � � // Revisions: � 6 - - - (� No. Date Description ; - - - - _� � I I o.s � \ �� � � 01.24.013 BID ADDENDUM#1 � ' �1 i �� � J� � I I � � i II � - - - - - - - - - - - - i ' I I � � � � II � � - _ _ _ _ - _ _ _ _ - - �, � ,� - - - - - - - - - - - - - - - - - - � �� � , 2 - �� � � �� � � � �/ \\ �� � � �� ■ � j '� II II I� � ` II II �I I � �� �I I � I I � � I ' II �I � � o.s �� I I I '.1 i E II o.s I� II `� . . �� ;� ;; Tre n dzltlons � � �� I� I( Project name: `� �� � �� '' 4 �� I� �� \ �' I �P �� II \ II \\/� II �� UP F - - - -_- __ - - - - === -�L _ _ - - - _ - - - - _ _ - - - - _ - �' �___ - - � �' ' '� - � �I i . � , � � I 1550 VALLEY VISTA DRIVE I �" � -� �� �� �'�- \� I DIAMOND BAR, CA 91765 3 - ■ � -__ - - - - _ - - -___�- � ■ � i �� o.s �II / � --� \ II ; ,� � � -�I I �" � / II � � I - __ - - - __ - - V ��/ II I � o.s C I � 0.8 �� � _ - - - � �� � � � / � �� � � 0.4 I� I ', / 0.1 IYP. �I 0.6 0.7 0.7 � ( � � - � �� ! �I II � UP I� �� o.z � � i � �� �� O o.s , �I �� c - - - - - 0.3 �� �� T ���I . o.s . , . �� �� �� - - - - - - - � 4 ��,��r (I I� � - - - �� � �� � �� �� I� �I �� � o.s 1 � - - I� - - - � 4 - I� a a L1 � � ■ 0 ■ �� � I _ �i �� II 0° II � I �\ , � II II � - �� I �I � �� 'i `i �� � _ �I I� �� II � o.� � II � II L� __ - - - - - - - JJ �� � � �� II� ; II II i �� - - - - Ji 0.4 �� 0.5 II � � �� - - - - - - - - - - - - -�� � � �� 0.6 � - - - - ���� / II il �� � ; 4.6 - _ �L-� I� II� � �� �� II �� � � � � �� II �I �� � I� II �� ` \\ o.s � 4.9 �� II �� � - � � - I I �I I I o.a i 5 - - - �I I - � � � t ; ; E ; � � i � � FIRST FLOOR DEMOLITION PLAN SCALE: 1/8��= ��-o�� N RTH F O i 0 KEY NOTES DEMOLITION GENERAL NOTES WALL LEGEND Stamp: - I' 0.1 DEMOLISH EXI T 14. DO NOT USE CUTTING TORCHES UNTIL WORK AREA IS CLEARED OF FLAMMABLE 1. ORGANIZE AND PROSECUTE WORK AS REQUIRED TO ASSURE SAFETY AND Ep ARC ' S ING PARTITIONS, DOORS, AND HARDWARE. PROTECTION OF INDIVIDUALS AND ASSISTING IMPROVEMENTS AFFECTED BY - - - �S h'/T MATERIALS. AT CONCEALED SPACES, SUCH AS DUCT AND PIPE INTERIORS, VERIFY EXISTING PARTITION. DEMOLITION AND REMOVAL OPERATIONS. PROVIDE WARNING SIGNS LIGHTS 0.2 DEMOLISH EXISTING LAVATORY, CAP AND RELOCATE PLUMBING CONDITION AND CONTENTS OF HIDDEN SPACE BEFORE STARTING FLAME-CUTTING BARRICADES AND ALL OTHER PROTECTIVE DEVICES REQUIRED TO ASSURE�SAFE 'G� �O J• c� � FIXTURE PER NEW LAYOUT OPERATIONS. MAINTAIN [FIRE WATCH AND] PORTABLE FIRE-SUPPRESSION DEVICES PRACTICES. THE WORK SHALL PROCEED IN A SUCH A MANNER TO MINIMIZE THE C - - - � PARTITION TO BE REMOVED. V m` ' DURING FLAME-CUTTING OPERATIONS. SPREAD OF DUST AND FLYING PARTICLES. * � � 1 r��!��c , 0.3 REMOVE EXISTING TOILET PARTITION, RE-USE IF POSSIBLE. � I REMOVE, REPLACE, PATCH, AND REPAIR MATERIALS AND SURFACES CUT OR - EXISTING DOOR, FRAME AND HARDWARE IS TO BE R�� ��� . 2, PRE'�ENT MOVEMENT OR SETTLEMENT OF STRUCTURES. PROVIDE AND PLACE � � REMOVED, CLEANED, REPAIRED AND RE-FINISHED. SAVE � �''�Q'� ; 0.4 REWORK EXISTING STOREFRONT SYSTEM TO ACCOMMODATE NEW DAMAGED DURING SELECTIVE DEMOLITION, BY METHODS AND WITH MATERIALS TO � �' O STOREFRONT DOOR REFER TO DOOR SCHEDULE ON SHEET A810 FOR MATCH EXISTING. BRACING AND BE RESPONSIBLE FOR SAFETY AND SUPPORT OF STRUCTURE. \ ALL ITEMS FOR RE-USE. �FCA�-�F ADDITIONAL INFORMATION. ASSUME LIABILITY FOR SUCH MOVEMENT SETTLEMENT, COLLAPSE, DAMAGE, OR � � INJURY.  0.5 REMOVE EXISTING DUCTWORK AND VENTS AS NEEDED REFER TO 16. PROTECT CONSTRUCTION INDICATED TO REMAIN AGAINST DAMAGE DURING SELECTIVE _ ENLARGE SITE PLAN AND EXTERIOR ELEVATIONS ON SHEET A101 FOR DEMOLITION. 3. G.C. SHALL DEMO AND REMOVE ALL EXISTING TELECOMMUNICATION WIRING ' ADDITIONAL (NFORMATION. THROUGHOUT DEMOUSHED OFFICES TO POINT OF ORIGINATION. i 17. CLEAN ADJACENT STRUCTURES AND IMPROVEMENTS OF DUST, AND DEBRIS CAUSED = j 0.6 REMOVE EXISTING FLOOR/WALL�CEILING FINISH AND PREPARE TO BY SELECTIVE DEMOLITION. 4, CEASE OPERATIONS AND NOTIFY ARCHITECT IMMEDIATELY, IF SAFETY OR Sheet title: � ' RECEIVE NEW FINISH, REFER TO FINISH PLAN ON SHEET A500 AND STRUCTURE APPEARS ENDANGERED. TAKE PRECAUTIONS TO PROPERLY PROTECT � A510 18. PATCH AND SEAL AS REQUIRED EXISTING CONCREfE FLOOR 1NHERE DEMO THE STRUCTURE. DO NOT RESUME OPERATIONS UNTIL SAFEfY IS RESTORED AND D E M O L I T I O N ` OCCURED. ASSURED. G.G SHALL BE SOLELY RESPONSIBLE FOR MAINTAINING STRUCTURAL ; 0.7 REMOVE EXISTING FLOOR/WALL FINISH AND PREPARE TO RECEIVE INTEGRITY OF ALL WORK. SEE ALSO NOTE 12 ON THIS SHEET. , I NEW FINISH, GYP. BD. CEILING TO REMAIN, REFER TO FINISH PLAN 19. DISCONNECT, DEMO AND REMOVE ALL ABANDONED, UNUSED ELECTRICAL WIRING, ' ON SHEET A500 AND A510 CONDUITS, AND JUNCTION BOXES BACK TO ELECTRICAL PANEL(S) AND LABEL NEW 5. DO NOT CLOSE OR OTHERWISE OBSTRUCT MEANS OF EGRESS, SIDEWALKS, oR P LAN ` PANEL DIRECTORY AS SPARE. STREETS WITHOUT OBTAINING A PERMIT TO DO S0. � 0.8 CUT OPENING IN WALL TO RECEIVE NEW DOOR, REFER TO DOOR : SCHEDULE FOR ADDITIONAL INFORMATION. �5• DISCONNECT. DEMO AND REMOVE ALL ABANDONED,- UNUSED THERMOSTAT(S), 6. RUBBISH, DEBRIS, MATERIALS, AND EQUIPMENT NOT TO BE SALVAGED, RESULTING PATCH GYPSUM WALL BOARD AS REQUIRED AND PULL WIRING TO UNDERSIDE OF FROM DEMOUTION SHALL BECOME THE PROPERTY OF THE CONTRACTOR, AND 0.9 REMOVE EXISTING MILLWORK EXISTING STRUCTURE ABOVE. SHALL BE DISPOSED OF OFF THE SITE TO A APPROVED ESTABLISHED DUMPSITE ; � AND NOT ALLOWED TO ACCUMULATE. Copyright 2012.All rights reserved. No part of this 0.10 EXISTING CANOPY TO REMAIN. 21. PREP CONCRETE SLAB AS RECOMMENDED BY FLOORING MANUFACTURER TO � work product shall be reproduced in any form or by : , RECEtVE NEW FLOORING iN OFFICE AREAS STRIP GLUE FLOORING ADHESIVE FROM 7. CUT OFF PIPE OR CONDUIT IN WALLS OR PARTITIONS TO BE REMOVED. CAP, any means-graphic,electronic or mechanical, ; WAREHOUSE SLAB SEE FINISH PLAN FOR MORE INFORMATION U N 0 VALVE, OR PLUG AND SEAL REMAINING PORTION OF PIPE OR CONDUIT AFTER including photocopying,without permission in writing BYPASSING. from RENGEL+CO. I 8. DISCONNECT, CAP. AND REMOVE MECHANICAL REGISTERS, DUCTING AS REQUIRED. Date: � 01.24.13 ` 9. VERIFY THAT UTILITIES HAVE BEEN DISCONNECTED AND CAPPED. � Drawn by: 10. SURVEY EXISTING CONDITIONS AND CORRELATE WITH REQUIREMENTS INDICATED TO JCR ' a DETERMINE EXTENT OF SELECTIVE DEMOUTION REQUIRED. � � Project#: ' i � 11. WHEN UNANTICIPATED MECHANICAL, ELECTRICAL, OR STRUCTURAL ELEMENTS THAT 201234 ' ; (V CONFUCT WITH INTENDED FUNCTION OR DESIGN ARE ENCOUNTERED, INVESTIGATE  • • AND MEASURE THE NATURE AND EXTENT OF CONFLICT. PROMPTLY SUBMIT A File name: ; I� WRITTEN REPORT TO ARCHITECT. � � Trendzitions/Diamond Bar/1550 Valley Vista/VHA I _ � 12. EXISTING UTIUTIES: MAINTAIN SERVICES INDICATED TO REMAIN AND PROTECT THEM ' AGAINST DAMAGE DURING SELECTIVE DEMOLITION OPERATIONS. Sheet: M I � 13. G.C. SHALL SHUT OFF, DISCONNECT, REMOVE, AND SEAL OR CAP OFF INDICATED � � UTILITIES SERVING AREAS TO BE SELECTIVELY DEMOLISHED. DO NOT START L.A. CLJIV� T FIf�C CC�. ' \ SELECTIVE DEMOLITION WORK UNTIL UTILITY DISCONNECTING AND SEALING HAVE M BEEN COMPLEfED AND VERIFIED. FlR� PR���N��o� g���� AO 01 N ° , � , ,--� i - i i � _�_'�F � � • � _ � - =�—_ _ -=�� � - , _ .� _-—_ -� . -- - —  ���� A A.3 A.6 B C D E F G H J J.3 J.9 K - _ _� _ - �_ =- - - �� �-��- 333 EI Camino Real, Tustin, California 92780 - I � I ( O+ 714.832.3333 F+ 714.838.2065 I I I I I I � � � � www.rengelarch.com History record: f Date Description � 1 — 01.14.13 ISSUE FOR PLAN CHECK � � . 3 ISSUE FOR BID I I 01.14 1 If 1.24.13 BID ADDENDUM#1 0 � fI � `, C� . f I I I I Ji � _ �1 i � i ` = � 1 � �- : � � l � _: � � � i � — Revisions. 1 � No. Date Descri tion ` 1 k P t � f ! ; i E i I � 1 01.24.13 BID ADDENDUM#1 — f � 2 1 < ■ ' � � 0 ■ _ 0 ■ f i I , l _ I i f' t 1 JE _ _ _ __ _ _ � _ I I : I ; l I � 1 I I � � �- : _ t : i . / I � - N . I . C ; __ _ -_ � . `�,� � DN II � I � � I� � °" Tre n dZIt1011S ; �� ii �- - / \ r - - - -� r- - '— ; � � (� � Pro'ect name: � . ; . I I ; 1 1 � � � � _ —� � - - - — = -- - - � . � - - - � - - - -- -- - - - -- - - o - - - - - --- - - - - �- - - ` _ � _ � � � Q �7YP. �I �-_ � � � - - - a� - - - - - - - - - - - - - - - - - - - - � � __ — o.>> -- - - - - - - - —�-- --- —�� —_� — � - - - =� — - - - - - - - - � �1�1 �- - - - - - - - - - - � i 1550 VALLEY VISTA DRIVE f IE �' pli t II � � _ � � ���� � �� � DIAMOND BAR CA 91765 � � � � � (� II Il : - - - ��� �� �I � a� IYP. ' � ��i ; ; �f� I� 11 �N �I II �j }� I I f[ o.� o.� I I I � E � �I II I R � I� Il I � _ � �� ' > ��C I� 1I � � �I \ �� C � I� ll . � � �� � �i �_=_=J'==='_— _ � Q �o---o � I� � � I� �I �� � � I� o s �� I� I� i i � I� �� � � I � �) � ; � m �O o � �� �� ��I� II �� � :� ��p� -�----- �I ii �i I I , � � �— — �� ■ � ■ d ��-= �__=__�� _ _ _ _ _ �______�J �I � � � � �' I • I � L - - I I � ,� � �L�----��--- � � _ � !I � �� c— ��.� I = � � • It � I �/ � ___- - �-� �� 1 I - � �� - - — _ __� � I ��I � � I I� — — — �� , - �-]� i ��� o.s � : ��I 1 - 4.6 — � I o.s �� '� �___ I i I 0.5 4.9 � :1 � � i 1 ; [ t � � SECOND FLOOR DEMOLITION PLAN SCALE: 1/8��= ,�-o„ NORTH = ❑ KEY NOTES DEMOLITION GENERAL NOTES WALL LEGEND Stamp: ! i � NOTE: REFER TO SHEET A001 FOR ADDITIONAL KEYNOTES REFER TO SHEET A001 FOR KEYNOTES - EXISTING PARTITION. SEO ARCy�l O���p J.q � _ 0.10 REMOVE EXISTING ELECTRICAL PANELS AND RELOCATE. REFER TO C _ _ � PARTITION TO BE REMOVED. v �' � ELECTRICAL PLANS FOR ADDITIONAL INFORMATION — v tn - 0.11 EXISTING MILLWORK AND PLUMBING FIXTURE TO REMAIN. ��� 14 99r * f GG TO PROTECT DURING CONSTRUCTION. — � � — EXISTING DOOR, FRAME AND HARDWARE IS TO BE RFN � ��' � � REMOVED, CLEANED, REPAIRED AND RE—FINISHED. SAVE � �'�.� Q,� 0.12 EXISTING MILLWORK AND PLUMBING FIXTURE TO BE RE M O V E D. \ � ALL ITEMS FOR RE—iUSE. �O F C A L�F� � CAP AN RELOCATED PLUMBING AS REQUIRED ; � � � i Sheet title: � ! SECOND FLOOR � DEMOLITION � � PLAN � F ; F Copyright 2012.All rights reserved. No part of this � work product shall be reproduced in any form or by any means-graphic,electronic or mechanical, E including photocopying,without permission in writing � from RENGEL+CO. � � Date: � 01.24.13 , � Drawn by: � ' � JCR � i a' : � Project#: - Ln 201234 ! I Y / , File name: � � � Trendzitions/Diamond Bar11550 Valley VistaNHA � I � � M heet: �-i � f ' M F�E PR�E�^!� EUREA�1 - � N ' { �\ � � I �- r - - ���� GENERAL NOTES - -- - -�--- �� _ � _ � -- ��; ��= �� _ ��� . '� � - - _ - _- =�� __ 3�� 1. VERIFY EXISTING CONDITIONS AND NOTIFY RENGEL+COMPANY ARCHITECTS - - =�� -�� OF ANY DISCREPANCIES. == "�� -= ��� - r�--- .�� 333 EI Camino Real, Tustin, Califomia 92780 - O+ 714.832.3333 F+ 714.838.2065 www.rengelarch.com - - - __ _ _ _ _ ---- -------------- - - _ _ -- _ _ ---- ---------- - _ _ _ _ ---- --- - - - - -- -- ----- ---- -------- -- ----- istory recor : ----------- ----- --------------------------------------------------------- Date Description E 01.14.13 ISSUE FOR PLAN CHECK F 89 $� 79 71 70 62 61 51 01.14.13 ISSUE FOR BID � p R . . ..... .... ... ..:. .. . .... ..: . .:. .. . ...... .. .. :. . . -.:. .. _... . . . .:. : . ......,. .. _.... ,. ..... .. . . .. _ .. ,- . . . . ....,. . . ... . . .. . . ... .... .. , . . . . .. :...:.. .....::... :.. �:: : �:...::. . :.._.:� ._ :... -:. .: .-:... -.... _ ,-. : . _. . ;., . . :....._. ,.�...-.. : : .:. ...-- ;: •: ::.:.. -. .:,;, :. . ;... .. :.,.... ... .: ,, . :..:... .,.: 01 24 13 � � i i i i i 1 i 10 � , � � � � � � � � � � �� , � � � i � , A1o1 � � ` � , i i I ' , � � � � � � � 50 ' a�d��U � i � i :� , i Revisions: 4 i � _ � � � � � � � � � � � � �, �.�` ' i No. Date Description � /N/11111\� � f � � � I , I ' ' I '1 � ' ::.::.::.::.::.::.::.::.::.:::::<.;::;;;>.::: :.::::::::::.:<,.<:;:.;;.;;;:«.>,.: i � 01.24.13 BID ADDENDUM#1 E , i =�w-_.::::� ------ ------- --- --- ..... i . ._. ------- �- ,......;:::;r:: ::: ------ ----- ----- ----- -------------- � � I I I ;. ... , � ;. .:.:::. 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[ ► � i _ � � :: :::::::`::;��>�: :::::::::::::»::` � L ,! :: ::. , :;;..::� � , 0 REFEREN � , i ,_, , , , i TENANT IMPROV�MENT , CE NOTES Trendzltlons , � , � : :: ,,�::;: , , � '�� ; ,j `, +/-41,172 TOTAL BUILDING SQ.FT. � � � � ' � ,, ` ' ' ' � 1.0 EXISTING CONCRETE WALK, PROTECT IN PLACE. Project name: i i �� � ��'` � � ' � •:• ' � 1.1 EXISTING ACCESSIBLE PARKING STALLS TO REMAIN. � � � ` � .�;�� i _ � � <::::::.::::.:: �.� �� � � � � � � � � ;���'`»» � ' � 1.2 EXISTING ZERO CURB. PROVIDE 36" WIDE TRUNCATED DOMES ALONG ,. ��� � ;�>_ i � � __ >:� - � � � ENTIRE LENGTH OF ZERO CURB. REFER TO DETAIL 2. THIS SHEET. � �� ' �_':<:::::>::�>"'�.� ; ' 40 i `� `� __ "�`�`'H"'"' ,� O i 1.3 EXISTING ACCESSIBLE SIGN. PROVIDE ADDITIONAL SIGN "MINIMUM FINE $250.00" ' ,;.,.:�.m.::� � � ,> � .�. i � 1 1 . 1550 VALLEY VISTA DRIVE � PER 2010 CBC 11 9 .4 � � � , � ( 2 B ). ��, ��, 1 : ::::, �� ,% 1 � • a� ` DIAMOND BAR, CA 91765 � � � ' = � ' 1.4 DENOTES NEW CONCRETE WALK. NOT TO EXCEED 29� SLOPE IN � � � - � � 39 ANY DIRECTION. � 99 ' �''�igimiuA�`e ' . �` 98 ; 1.5 � DENOTES NEW CHARGING STATIONS "CHARGEPOINT" TO SUPPLY ! � � � (6) CLEAN AIR VEHICLES ON SITE. REFER TO ELECTRICAL PLANS ` � � � �\ d J�����uw � ! ; FOR MORE INFORMATION. O ' � � � to ' � GC. TO REWORK EXISTING LANDSCAPE AND HARDSCAPE AS NEEDED ' ��i�,�nii���oa� �� 1.6 PROPOSED 5'-0" X 5'-0" LEVEL GONCRETE LANDING. FINISH TO MATCH � EXISTING CONCRETE WALKWAYS. MAX 2� SLOPE IN ALL DIRECTIONS. � � � �� 1.7 RELOCATE EXISTING ACCESSIBLE SIGN TO OUTSIDE OF NEW CONCRETE ; WALKWAY. PROVIDE ADDITIONAL SIGN "MINIMUM FINE $250.00" (PER ,� 2010 CBC 1129B.4). ` ` � � � � � , / � � � � � � � � % , � � ; 1.7 o i � ,; ;,;, i ;:_ ;::_..:.::::: .........;:;: i � � � 1.3 1.3 m � � � ��<;;<>' � � TYP. _ � �� � O / � = 1.6 ' � � __ o � � ' ; � ' f � . 5 ,. � 0 0 � � 4 � . � \ � n �.",: ��. � � �J 29 , i �` �� � " 10 �. � , i � � \ P �� � 1.2 � .\ �,� � �\ t.2 5 � 1.1 28 ,,� ; . � . � 1.1 . , . , . � . , `. 1 A �� � . . . � � �. . � I \ � _ . � . � � . , - � . � � \ � . , � ,. �` \ - � _ ' O ' . g , � . � \� - - �� ; / �' ' PARKI N G S U M MARY ��, 10 '� t l� \ - � � '� �9 , -' _ S� ��````\ �g ///,,,,- BUILDING AREAS � � `��'�-____ ,_,_-�'��� FLOOR USE SQUARE PARKING REQUIRED O __ ______________ ------------- __ FOOTAGE RATIO PARKING � /� y �_--�-�_�_-�_�_ j�/ OFFICE 15,443 1:250 61 !/ 1 ST FLOOR � ' WAREHOUSE 2,207 1:1000 2 � t f � 2ND FLOOR OFFICE 17,449 1:250 70 TOTAL NUMBER OF PARKING REQUIRED �� Stamp: _ '� � TOTAL NUMBER OF PARKING PRO�/IDED 155 � aSED ARCh,� i N O RTH TOTAL NUMBER OF PARKING EXCEEDED g5 "� �� J 2 ,' � C� �� � m � �C 14199 r � TOTAL NUMBER OF ACCESSIBLE PARKING REQUIRED 6 � RE►v. �\�- ��F CAL�F�� � SITE PLAN SCALE: 1/16° - 1'-O" � TOTAL NUMBER OF ACCESSIBLE PARKING PROVIDED 6 � �CURB RAMP AT ACCESSIBLE PARKING AREAS a s f s z l � Sheet title: � SITE PLAN ` O4'� • � 3 0 00000 000o A . . o 000a o00 0 0 0 0 0 0 0 - V CULAR WAV � 1 4'-0' 6'-0' 4'-0' 6'-0' . MIN. � 7 5 i 1.87' � O STREET PAVEMENT NOTES: 0 0 ^ O ACCESSIBLE ROUTE OF PEDESTRIAN TRAVEL 48" DEfECTABLE WARNING SURFACES, AT THE OPTION OF THE � `� MIN. (UNLESS OTHERWISE NOTED ON PLANS) A'CONTRACTOR, SHALL BE CONSTRUCTED 8Y CAST-IN-PLACE Copyright 2012.All rights reserved. No part of this O TOP FACE OF CURB. OR STAMPED METHOD, OR CONSIST OF A PREFABRICATED work product shall be reproduced in any form or by j RAISED TRUNCATED O yyALL, FENCE. LANDING OR OTHER OBSTRUCTION SURFACE. TIHE PREFABRICATED SURFACE (NO RUBBER MATS any means-graphic, electronic or mechanical, � DOME PATTERN ALLOWED) SHALL BE EITHER TACTILE TILES, BY CARSONITE including photocopying,without permission in writing = o.+�� O 0" CURB FACE WITH 1/4" LIP (SEE DETAIL). INTERNATIONAL CORPORATION OR DETECTABLE WARNING from RENGEL+CO. � -I-I o O THE RAMP SHALL HAVE A 12" 80RDER WITH 1/4" MATS, BY DETECTABLE WARNING SYSTEMS. OR APPROVED � �� GROOVES APPROXIMATELY 3/4" ON CENTER. GROOVES EQUAL. Date: t �° MUST BE POSITIONED ON THE LEVEL SURFACE AT THE B MINIMUM RAMP THICKNESS SHALL BE 4" P.C.C. OVER 4" 01.24.13 o.e' TOP OF THE CURB RAMP (SEE GROOVING DETAIL). CLASS II A.B. OVER 6 OF SUBGRADE. ALL AB AND/OR � RAISED TRUNCATED SUBGRADE SHALL BE PROCESSED TO 9590 RELATIVE � SCORE MARK, BACK TOP OF CURB. Drawn by: � DOME COMPACTION. i wv�,P GUffER Q TRUNCATED DOMES SHALL BE PROVIDED ACROSS JCR � � C.GENERAL CONTRACTOR TO PROVIDE A DETECTABLE WARNING a THE FULL DEPTH OF THE CURB RAMP, EXCLUDING PRODUCT SAMPLE TO THE BUILDING INSPECTOR FOR THE FLARED SIDES. (SEE DETAILS). SLOPE SHALL APPROVAL OF COLOR CONTRAST WITH FINISH SURFACE. Project#: _ (h 45. NOT EXCEED 1:12 OR 8.339� MAX. 201234 � � � " OO A MINIMUM 36-INCH WIDE SECTION OF TRUNCATED ` � LIP OF RAMP DOMES SHALL BE PROVIDED WHEN FLAT TRAVEL File name: � a/4- � SURFACE ADJOINS A VEHICULAR WAY E � � � (0" CURB FACE). "SAFETY STEP TD" - DARK GREY. Trendzitions/Diamond Bar/1550 Valley VistaNHA _ r..� i M ,�4- Sheet: �"'� GROOVING DETAIL _ � � T R U N CAT E D D O M E �.A. �o��� F�r� o=�. A100 FI�� FRcL'��'Tl��i �JR�AJ I � SCALE: N.T.S. 2 � � � � ► i