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<br /> � � LIGHT POLE � .
<br /> � 36d MIN 36d � ;
<br /> TYPICAL
<br /> MIN �� 0 2��° o� SHELL & RETAIL .
<br /> �
<br /> Statement of Special Inspections wooa constru�t�on � /BASEPLATE
<br /> c� I IGHT �o�� DEVELOPMENT
<br /> Monitoring: N & ANCHOPS BY OTH�RS
<br /> This Statement of Speciai Inspections/Quality Assurance Plan inciudes the following building systems: Item Scope Periodic(P} o � (3�4'� A36 THREADED '
<br /> Continuous(C) ° a RODS OR EQ)
<br /> �,.�/Soils and Foundations ❑r,�Structurai Steel 1.Fabricator Inspect shop fubrication an�l quality control proce�lcares f'or wood truss a ° � o � � o
<br /> ivI Cast-in-Place Concrete o SI OP� IF REQ'D 3-#3 AT TOP 6"
<br /> u Wood Construction Certificationl plarat. Y �1 W�. �
<br /> BY soi� co�i�iTio��s CFT DEVELOPMENTS LLC.
<br /> ❑ Masonry �Special Cases Quality Control o 1 � �
<br /> Procedures Confzrm certification ofsupplier. a n � � � � 1683 WALNUT GROVE AVE. �
<br /> General Notes � o �, o � < � X �
<br /> ❑ Fabricator � N 2 , � i I ROSEMEAD, CALIFORNIA
<br /> Exempt `- � " 91770 •
<br /> The inspectors and testing agencies shall be engaged by the Owner or the Owner's Agent, and not by
<br /> the Contractor or Subcontractor whose work is to be ins ected or tested. An conflict of interest must 2.Material Inspectgrude sturrips on str�ucttrr•al lurrlberfor cornpliance tivith the Telephone: 626-372-8122 �
<br /> be disclosed to the Buildin Official, riorto commencinpwork. y Grading contractdocatments. P �, a ° / REiNF TO MATCH � z
<br /> 9 P 9
<br /> � � a , �oNGIT REINF �- � Facsimile: 626-403-8527
<br /> NOTE: N
<br /> The qualifications of all personnel performing Speciai Inspections and testing activities are subject to �� SEE SECTIONS FOR �
<br /> ttte approval ofthe Building Official and E.O.R. The credentials of all inspectors and testing technicians � F00 TING �J�JIDTH �
<br /> shall be provided if requested. � 36d 2'-0" 2'-0" AND REINFORCING. .
<br /> 3.Conneetions T�erify connection hardtivare and its installation.Inspect bearing, nails, CLR 3„ MIN MIN � � � .
<br /> The special inspectors shall keep records of inspections and shall fumish inspection reports to the bolts, hangers or�clips, or otlaer devices are tight and othertivise C =� � �—� � �—� � � � �_� � �_
<br /> owner, Engineer of Record (E.O.R.)and Architect of Record (A.O.R.). Fieid and testing result reports All ideas,designs,arrangement and plans indicated or
<br /> properly rnstalled per the contract docamients. �_ � � �=� � � � �� � (—� � �_�
<br /> shall be submitted to all designated parties as they are completed. The reports shall indicate that the T � I � � — — � �_ represented by this drawing are the property of Panda
<br /> work performed was done in accordance to the construction drawings. Discrepancies shall be brought � S T E P ��� I I I �I � � � �—I � �—I I Express Inc.and were created for use on this specific project. ;
<br /> to the attention of the general contractor for correction. If the discrepancies are not corrected, the r/ `� + � � �—� I I, I I �—� � � None of these ideas,designs,arrangements or plans may be . ��
<br /> discrepancies shail be brought to the attention of the E.O.R. prior to completion of that phase of work. S�� ��'T'S' used by or disclosed to any person,firm,or corporation '
<br /> A final report that documents required special inspections and corrections of discrepancies shall be 4.Framing and Inspect rrtenabers for•size and placemerrt f'or cor{f'arrnance to the SER without the written permission of Panda Express Inc. •
<br /> submitted by the General Contractor to the Owner, E.O.R. and A.O.R. Details approval subrnittals an�l contractdocz�ment.Revierv engineered joist P � z � � �
<br /> shop dr•awirtgs. Submit to SER for r•eview. � _ _ � �
<br /> 0
<br /> � REVISIONS: DATE: BY: ^
<br /> 5.Diaphragms Inspect thickness and grade of plywood(or OSB), blocking,placerrient, Q PLAN REVIEW 09J24/2018 JM �
<br /> &Shearwails embedrrtent,size ofhold�lown anchors artd the edge ancl field nailirag C Q .
<br /> of the�lywood(or OSB) to tlae frcnning for conf'ar�raance to the I REF. ARCH. I
<br /> 6- 'o VERTI AL BARS EQ, �
<br /> �JOI�S e'i1lC� FOUt1C�at10t1S contractdocuments. � . 3 CONT. SPACED w� �3 TIES � 12"oc 3" CLR �
<br /> �' 3 @ 18° 0,C,
<br /> Monitoring: � � CLR. N " � 12" O.C. �� 2�� Fp�gFr� TY� TYP �
<br /> Item Scope Periodic(P) ,
<br /> Continuous(C) � � DRILI & EPDXY Q .
<br /> 6.Prefabrieated Inspect the fabrication of wood trirsses.&otto�n chor�l splices are 6 �
<br /> 1.Shallow Ins ect soils below ootin s or ade uate bearin ca aci ancl Wood Trusses � � � ���
<br /> p .f g f q $ p �y �, prohibited in the rraiddle third point of tlre trtsss. P _ � Q ,
<br /> Foundations consistencywithgeotechnicalreport. — -- — — — — — — 24" DIA. Q
<br /> DESIGN LOADS: 8 ;
<br /> Inspect removal of unsieitable rraaterial ancl preparatiota of si�bgrade �,� Q - � 2 006 I B C - 100 M P H (3 S E C G U S T)
<br /> prior•toplc�cementofcoratrolled�ll. �" � c; � SLAB REINF. VaPOR AXIAL FORCE = 200# ,�
<br /> REF. PLAN BARRIER SHEAR FORCE = 1,120�
<br /> 7.Permanent Bridgingandbracinginstalledpertheapprovedtrussshopdrawings. OVERTURNING MOMFNT = 16,777�-FT �SSUE �ATE: � �
<br /> Truss Bracing P
<br /> MAXIiv1UMS AT GRADE �sT
<br /> (USING LIGHT HEIGHT OF 41'-0") `,
<br /> �� � � R ,/� N�JTE; LIGHT POL� FOUDANTION DFSIGN USED 2ND
<br /> 2.Controlled Perforrn sieve tests(�4STMD422&D1190) and�rtoclifiecl Proctor tests / 4 \ �� � �-' . � � ' ` � � � �' `��� � � DESIGN VALUES FROM TABLE 1806.2 OF THE 3R�
<br /> � 20��' C�C. 4TH
<br /> Struetural Fill (ASTi1�I D15S7)of each soetrce offill rrtaterial. C �SF� ,1 f�1.T.S.
<br /> �
<br /> p p ,� p f � � � GHT PO �E �0 UN D�T O �l 5T"
<br /> Ins eet lacement, li t thickness and com action o controlled ill. ' �,
<br /> 6TH
<br /> Test density of each ldit of fill by nuclear�reethods(ASTi1�iD2922) ��� N.T.S. � ,
<br /> T�eri,fyexteratandslopeoffallplacerraent. �pG'Cle'�� �:BS@S � � � �
<br /> Monitoring:
<br /> Item Scope Periodic(P) �
<br /> Continuous(C) c�_ u���=��a a� PiER DRAWN BY: BML
<br /> Note: Epoxy Anehors Review anchors and prodc�ct being usecl for con,for7taunce to contruct `��
<br /> 1. Special Inspection is not required during placement of controlled fill having a total depth of 12 in Concrete or doctsn�ents. Observe installution for cornplinrtce to nrarrufuctatrers C o �o .
<br /> inches or less. CMU s ecr acations.Per orirt :rll test to 125%o allowable desi n loart er � z" uMBRF!�a, BasE P�aTE, allo �
<br /> p f' f� P f� g P w �Y
<br /> rrranztfactaerer speci,fications. �Iinimunt of 10°0 of total anchors, to o �� NUT�WASHER ASSEMBLY BY OTH=RS
<br /> include c�minim�atrn of one of each type, size or e�rabecl�rtent.) � >� � �:FT PRO�ECT# �T�1$�
<br /> , � �o FINISH TOP OF P�ER ��iTH ���:�z CRM PROJECT# MCG 1�065
<br /> Cia$t-I1�-Place Concrete o z � PITCH TO FLAT CRO'�VN AT POLE .
<br /> i T s�A� ^ eAs� DATE: 3-12-18
<br /> o'-o" u,N.o.
<br /> Monitoring: •
<br /> Item Scope Periodic(P)
<br /> Continuous (C) I �
<br /> 1/2" PRcMOLDED JOINT
<br /> � FILLER AND WATERPROOFING ���� ��� ����UI ���� -�
<br /> 1.Mix Design Review concrete batch tickets an�l verif'y co�rapliance tivith appr�oved s_�aNT, a�� aRouNo �
<br /> rnix design. i�er•i,f'y that water adde�l at the site does not exceed that P �
<br /> allowed by the mix design. Submit proposed naix clesign of each class _ (4) 5/8"m x 1 s" �
<br /> o A-307 GRADE A �ROUP I�IC�
<br /> of concrete to Stricctural Engineer ofRecord and to inspection and � ea�vnN�ZE� eENT � �
<br /> testing firrn for�review prior to comrraencerraent o.f work. ANCHOR BOLT _LECTRICAL CONDUIT BY OTncRS ) �
<br /> SEE PLAN BELpW � 1/2'
<br /> A °' �" �'_� rROUIDING STRUCTURAL DESIG�1
<br /> 2.Material Revietiv f'or conformance to contr�act documents. S'a�brnit to Structt��ral u.N.o.
<br /> Certification EngineerofReeord,forreview. P 220� PIAZA DRf�E, SUITE 130 �
<br /> � ROCKLIN, CA 95765 • -�
<br /> � #3 HooPs, 3 c� z" o.c. PHONE (916)256-4816 FAX (916)302-4065
<br /> 3.Anchor Rods Inspect size,positiorling and enibedment of anclaor r•ods.Inspect � -� �� � � TOP, eA�aNe= s� s" �� '
<br /> CONCRcT= PIER
<br /> concrete plucement and consolidation uround anchors. C " o.c. Max, w/ �2" i_aP ;
<br /> �
<br /> 4.Co(lcfete Inspectplacernent of concrete. Tter�ify that concrete conveyance an�l MAXIMUM DcSIGN REACTIONS: ST{�MP: ,�,�; ��� �
<br /> Placemellt depositirlg avoids segregation or contarninatlorz. Tlerify that conerete C MAX. MOMENT 1.04k-ft ��� fis�,t�s� ,,�,
<br /> MAX. SHEAR O.�F1 k x'�w .�---�-��<� �� '{/� �
<br /> SIX (6) �6 MAX. AXIAL 2.11 k � P''="� ��`��y����.� ��
<br /> is properly consolidated. vERrica�, �Q�ACED MAx. u�uFr -i.Ta � ���� _ �� ��� Z�b �
<br /> � .. �
<br /> h� � y �. � �;��
<br /> � � �
<br /> 5.Sampling and Test concrete cornpressive strength(�S'�I C31 &C39), slur�ap(ASTi1�I �,.
<br /> Testing of C143), air-content(ASTMC231 or C173)and te�riperatz�re (AS'Til�i C �%' �
<br /> Conerete C1064). Three concrete test cylinders will be taken for every 75 or•less �'�����4910 . �
<br /> ��� � ���
<br /> • cubic yards of each class of concr•ete placed, or concrete placed on �� �, � ��- �
<br /> arry given day. One crdditional test cylinder will be taken during cold � � ��'� � �' . •
<br /> weather concr�eting, cured on job site arnder sairie conditions as SEE EL_vATION ABovE
<br /> concrete rept•esents. � "
<br /> 6.Curing and Inspect ca�ring, cold weather protection and hot weather protection � ,�
<br /> Protection proce�lan�es. P ��� ����������� �
<br /> � UMBRE ��A �OUNDATION ����� �� ������ �
<br /> �SF1 .1 N.T.s. '
<br /> �- ..
<br /> Note: Special Inspection is not required for flatwork patios, driveways and sidewalks, on grade ���� �V ������N �1�J�1 I
<br /> not shown on structural drawings. � V���� t , UVA�HI��TC��19��0�
<br /> PROPOSED USES: RESTAUI�AN7 AND RETAIL .
<br /> ■
<br /> TYPICAL DETAILS �
<br /> �1TY �� ���:����' �
<br /> ������'�� ��� ������� PROGRcSS CONSTRUCTION DOCUMENT �
<br /> S�\ /
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