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<br /> `Y � � � � ACCESS LASER KWEI CONSULTING ENGINEERS, INC. � o� ��U�'�RVISEDAU�'t�MAYIC
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<br /> � EVERET�T, WA 982�4 GL�NDORA, CA 91 �740
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<br /> TH�S�DC��;UM�N�1�5 MA�J����1`����
<br /> � ��Y ; � PHONE: (949)395�- 6954 CONTACT: �w���v��������i�����+���� ��
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<br /> PA�TITI0 �1 SYSTE1�iS , INC . 909-�47-1077 ����nglr,��������.
<br /> �AX-947-2675
<br /> 21 �0 S. HELLMAN AVE.
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<br /> ONTARIO, CA 91761
<br /> 909-947- 1077 PHONE SHEET INDEX
<br /> 909-947-2675 FAX
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<br /> NOTES: MATERIAL SPECIFICATIONS TITLE SHEET ������'�� ��� ����
<br /> ��6��r17`
<br /> 1. CONSTRUCTION TYPE !I-B. CEILING: USG CEILING PANELS, LAY IN TYPICAL 2310 RADAR MINERAL TILES 2'X4' 1. COVER SHEET........................................................................... C1
<br /> SUSPENDED CEILING REQUIRES SPECIAL INSPECTION PER CHAPTER 17 OF
<br /> 2. OCCUPANCY GROUP-B. IBC 2013. 2. REFLECT'ED CEILING PLAN....... ... A1 � '� ' '
<br /> ........................................... W � � r� � �. �` �. �
<br /> WALLS: UNITED PARTITION 4" SYSTEM SANDWICH PANELS - UL CLAS�IFI�� IN 3. DOOR & WINDOW PANEL D�TAILS......................................... D1 ` ` ' � � ,
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<br /> �, .,, :
<br /> 3. MODULAR ENCLOSURE: �
<br /> - 2,910 SQ. FT. ACCORDANCE WITH NATIONAL ELECTRICAL CODE, 2011 EDITION. FILE v� �
<br /> QRSY.MH27952 4. EX`��USION DE�AIL�................................................................ D2 0 0
<br /> 4. SCOPE OF WORK: � N
<br /> � ,'
<br /> CONCRETE: fc = 2,500 PSI (EXISTWG 5" SLAB) 5. RAC�WAY DETAILS............................ ......., a3 � � a� �'
<br /> � RECTIFICATION OF MODULAR ENCLOSURE ....................'......... '
<br /> AND MEZZANINE _ i .. .. ............. . .... ....... . ................ D4 � c� � +''I'I
<br /> EXPANSION ANCHORS: HILTI KWI{�BOLT TZ PER ICC ESR 1917 6. CEIL NG PLAN................... . . .. . . .,. .. Q �
<br /> 5. MODULAR UFFICE IS TENANT IMPROVEMENT (SPECIAL INSF'ECTION IS REQUIRED PER I.C.C. #ESR 1917) p5 o J � � ',
<br /> TO B� ASSEMBLED 1NSIDE. 7. �LECl"RICAL PLAN................................. ..................... � cn � �
<br /> ..............
<br /> ALUMINUM� ALLOY 6063-T6 Fy = 35,000 PSI � �-'--�
<br /> (PROJECT WILL NOT BE EXPOSED ' , �� w U �- � '
<br /> � WN � IV
<br /> TO ELEMENTS� 8. COLUMN PLAN.......................................................................... o U �- w
<br /> SHEARWALLS: UNITED PARTITION SANDWICH PANELS BASED ON LOAD � Q N W ' '
<br /> 6. WALLS ARE OF DEMOUNTABLE PARTiTION. TESTS BY SPECIALI�ED TESTING, INC. PROJECT NUMBER STQA50586 9. ME�ZANINE FLOOR FRAMING PLAN...................................... S2 °i_
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<br /> 7. NO GENERAL CONSTRUCTION IS INVOLVED. CONSTRUCTION NOTES 10. CONNECTiON DETAILS.......................................................... �3 , -�
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<br /> �. BUILDING PLUMING WILL BE SUBMITTED 1. STRUCTURAL STEEL FABRICATION AND ERECTION SHALL BE DONE
<br /> BY OTHERS. IN ACCORDANCE WITH TNE AISC CODE OF STANDARD PRAC7ICE FOR � i--
<br /> STEEL BUILDINGS AND BRID�ES. � c_oo w � u
<br /> 9. B U I L D I N G H l�S N O U N D E R G R O U N D U T I L I T I�S. o x � � � � �
<br /> 2. CONCRETE MATERIAL AND WORK SHALL CONFORM TO THE ACI 318 � <C � �_
<br /> SPECIFICATIONS FOR THE DESIGN AND PLACEMENT OF CONCRETE. �- � -� O � �
<br /> 10. 1F SPRINKL�RS ARE REQUIR�D TH�Y WILL BE o � � z W
<br /> THROUGH A SUBCONTRACTOF� Wh�O WILL W ( � U � � , �
<br /> SUBMIT PLAN� F�R PERMITS PRIOR TO 3. NO �TEEL SHALL BE SET ON THE FOOTINGS UNTIL THE CONCRETE Q cx� � z � O I � i
<br /> OCCUPANCY. HAS CURED FOR A MINIMUM OF THREE DAYS. z d- � w o U
<br /> 11. ALL ELECTRICAL INSTALLATION IS DONE PER 4. THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND
<br /> 2013 C.E.0 CURRENT �DITION. CONDITIONS ON THE J(�BSITE PRIOR TO STARTING WORK. ANY
<br /> DISCREPANCIE� FROM PLANS, OR EXISTING MATERIAL DEFlCIENCIES � '
<br /> '� ,.,
<br /> 12. ALL DOOR HARDWARE TO COMPLY WITH SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER OF RECORD. �, " '
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<br /> ADA REQUIREMENTS.
<br /> 5. IT 1S THE R�SPONSIBILITY OF THE C�NTRACTOR TO PRdVIDE
<br /> 13. ALL EXISTING CONDITION COMPLY WITH ADEQUATE BRACING OF THE STRUCTURE DURING CONSTRUCTION.
<br /> ADA REQUIREMENT "
<br /> 6. SPECIAL INSPECTION BY REGISTERED DEPUTY INSPECTOR SHALL �E "�"' -
<br /> 14. BUILDING TO COMPLY WITH EGRESS REQUIRED FOR ANY FIELQ WELDING THAT MAY BE NECESSARY DURING �::
<br /> PER 2013 IBC. CONSTRUCTION.
<br /> ENIGINEER STAMP:
<br /> 7. LATERAL FORCE BRACING MEMBERS SHALL BE SPACED A MINIMUM OF 6" �`
<br /> 15. EXIT DOORS SHALL BE OPERA�LE FROM ��t�« x,,,�,r ,
<br /> THE INSIDE WITHOUT THE USE OF A FROM ALL HORIZONTAL PIPING OR DUCT WORK THAT I� NOT PROVI��D ����`v�,�,,,�n
<br /> KEY OR SPECIAL KNOWLEDGE OR EFFORT. WITH BRACING RESTRAINTS FROM HORIZON7AL FORCES. �� ���
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<br /> THE FORC� FOR OPENING DOORS SHALL �
<br /> DESIGN LOADS '
<br /> NOT �XCEIED 5 LBS. ''� �,s�=��1 v
<br /> PER 2015 IBC & ASCE 7-10 (ASD METHOD) "fis �cr,sraXw°G�`t' 'X�. 08/17/ 019
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<br /> �S�oN��E� ` 10/06/2017
<br /> 16. DRAWING NOT TO SCALE. �.,rt..={��� . .sV.��:���°��
<br /> ROOF LIVE LOAD: 10 PSF
<br /> ROOF DEAD L(�AD: 8 PSF COMMENTS:
<br /> WALL DEAD LOAD: 8 PSF.
<br /> SEISMiC DESIGN CATEGORY: D
<br /> �
<br /> DATE: REV. SHEET N0.
<br /> 8/2/17 O � �
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<br /> � ` Permit#: Bll10-03Q ,
<br /> Site Address: 2211 W CASINO RD ��j���
<br /> Qwner. FLAKE QAVID&MARCIA �/' �
<br /> Tenant: ACCESS LASER / �/�
<br /> App. �ate: 10/11/Z017
<br /> Proposed Use: COMMERCIAL � i
<br /> Descriptian: Tt MQDULAR ENCLOSURE BY UNITED
<br /> PARTITION SYSTEM-ACCESS LASER
<br /> ReViewed By: ��`�' C`�� aate: ��1 �C�r j�-
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<br /> ��Office Set -"�'�� �ab Site Set Fire/Planning Set
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