|
, �
<br /> 10D
<br /> �
<br /> 2X P.T.D.F.PLATE W/1/4" 6' MINIMU FIRST POUR SECOND POUR
<br /> DIAMETERX31/2 LONG < ABBREVIATIONS G E N E R A L
<br /> POWDER DRIVEN SHOT PINS
<br /> } @ 4s"O.C.W/14 GA.INASHERS. STAGGER HOOKS AT STAGGER HOOKS CONTINUOUS 1 X 2 1'-0" LAP STL, STEEL 1. THE FOLLOWING NOTES AND TYPICAL DETAILS APPLY TO ALL DRAWINGS -
<br /> J PLACE FIRST 2 PINS 6"&16" ALL 4 CORNERS,AT NOMINAL KEY }� A,B. ANCHOR BOLTS F.J, FLOOR JOIST M.B. MACHINE BOLTS T,O.C. TOP OF CONCRETE UNLESS NOTED OTHERWISE, �
<br /> O FROM PtATE ENDS,TYPICAL. COLUMNS,AT TOP 2 SHAPED I B.N. BOUNDARY NAILING F.L. FLOOR LINE 0/C ON CENTER
<br /> w (2}PINS MINIMUM. CORNERS,AND AT � C,B. CARRIAGE BOLT F.N. FIELD NAILING O.H. OPPOSITE HAND T.O,P, TOP OF PLYWOOD 2, STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH THE
<br /> � 2x STUDs @ 16"O.C. B�MS 12D s°MINIMUM . C.J. CEILING JOIST F,O,C, FACE OF CONCRETE P.J. POUR JOINT ,
<br /> :° o .a' C.L, CEILING LINE F.O,S. FACE OF STUD P.T,D,F, PRESSURE TREATED T.O,S, TOP OF STEEL BUILDING PRE-FAB,ARCHITECTURAL, MECHANICAL AND ELECTRICAL DRAWING
<br /> TYPICAL U.N.O. � COL, COLUMN F,P, FULL PENETRATION DOUGLAS FIR TYP, TYPICAL 3, FRAMING CONDITIONS NOT SPECIFICALLY SHOWN SHALL BE FRAMED .
<br /> 1oD � CONC, CONCRETE F,S, FINISH SURFACE P,D.S.P. PO DER DRIVEN U.N.O. UNLESS NOTED SIMILAR TO THE DETAILS SHOWN FOR THE RESPECTIVE MATERIALS OR PER
<br /> s"MINIMUM INSIDE RADIUS= REINFORCING CONCRETE SLAB CONT. CONTINUOUS GA, GAGE SH�T PIN OTHERWISE PRE-FAB ABOVE GRADE BUILDING PLANS, TYP, �
<br /> ONCRETE SLAB DIAMETER OF VERT. PER PLANS PER PLANS DO DITTO HORIZ. HORIZONTAL R.D, ROOF DRAIN U.T, ULTRASONIC TESTED 4. PROVIDE OPENINGS AND SUPPORTS FOR MECHANICAL EQUIPMENT,
<br /> ERPLANS BAR(11/2 MINIMUM) DIA.�Pf DIAMETER H.S.B. HIGHSTRENGTH R.J, ROOFJOIST VERT, VERTICAL SHELL & RETAIL
<br /> • • v � ' POUR JOINT/CONSTRUCTION JOINT E.J, EXPANSION JOINT BOLT RAFT, RAFTER W,P, WEAKEN PLANE DUCTS, PIPING, VENTS, ETC.,AS REQUIRED. REFER TO ARCHITECTURAL
<br /> . . ,a . , : a , .� COLUMN&BEAM TIE (P.J,ON PLANS) E,N, EDGE NAILING LT, WT, LIGHT WEIGHT S.E, STRUCTURAL W.W,F WELDED WIRE AND MECHANICAL DRAWINGS FOR ADDITIONAL OPENINGS AND EQUIPMENT D EVEL4PM ENT
<br /> EQ, EQUAL MAS, MASONRY ENGINEER FABRIC NOT SHOWN ON STRUCTURAL. ALL SUSPENDED EQUIPMENT TO BE
<br /> F,G. FINISH GRADE SQ. SQUARE PROVIDED WITH APPROVED IATERAL OR SWAY BRACING.
<br /> ADC�-1STIRRUPS SIM. SIMILAR 5, ALL CONSTRUCTION AND WORKMANSHIP SHALL CONFORM TO THE 2015 ��
<br /> �9� I V O �V — B R G , WA��S WHERE MORE THAN 1/8' SAWCUT .
<br /> 2"TOP BARS 3/4" PER PRANS S�B CONCRETE INTERNATIONAL BUILDING CODE AND ALLAPPLICABLE LOCAL CODES,
<br /> SF1 .0 N.T.S. OCCUR •
<br /> CFT DEVELOPMENTS, LLC.
<br /> `� �, — — � IN CONCRETE SLABS OR
<br /> 1!8 WIDE SAWCUT FILLED W/ HOOKS MUST BE _ _ 1, NO PIPES OR DUCTS ARE TO BE PLACED 6. CONTRACTOR SHALL STUDY THE DRAWINGS, SPECIFICATIONS AND FIELD 1683 WALNUT GROVE AVE.
<br /> GROUT OR ZIP STRIP OF DEPTH OVERACONTINUOUS - p = ' o . d� �� � o ' ' �o� � • � WALLS UNLESS SPECIFICALLY DETAILED, ROSEMEAD, CALIFORNIA
<br /> CONDITIONS BEFORE COMMENCING WITH THE WORK INVOLVED.ANY
<br /> SHOWN BAR(ADD#4 BAR N � � � 91770
<br /> \ AS REQUIREQ) Z 2, AGGREGATES SHALL BE NATURAL SAND AND ROCK CONFORMING DISCREPANCIES FOUND SHALL BE REPORTED TO THE ARCHITECT
<br /> i � TO ASTM C33 WITH PROVEN SHRINKAGE CHARACTERISTICS OF IN WRITING FOR CORRECTION OR CLARIFICATION. Telephone; 626-372-8122
<br /> REINFGRCWG
<br /> .....___......__......_.__..,....,..._.__.. .....,....,.._....._....__....._ -SEE MAIN BOTTOM REINF. LESS THAN 0.05%, Facsimile: 626-403-8527
<br /> Q � ' � ���� 1 1/2"MAXIMUM 7. THE CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE
<br /> (.._.___._...---,....___. P LAN
<br /> • � " . .� �� . .� � � � .'. . �•� ' �� ' 10 MIL TOLERANCE ALLOWED 3. ALL CONCRETE SHALL AT I COMPRESIVE � FINISHED STRUCTURE, UNLESS OTHERWISE SHOWN, THEY DO NOT
<br /> ���' �. �.�� '' �.. . . •��.•.• • '•:''� ��•.�' ' �.. ''•'. .'•.' : :. VAPOR IN END 113 OF SPAN BEAM STIRRUP ��� S �A B J 0 ! �l T STRENGTH AT 28 DAY &BE CLASS F2 PER ACI 318-14; INDICATE THE METHOD OF CONSTRUCTION, THE CONTRACTOR SHALL
<br /> BARRIER � I A. FOOTINGS . . . , , , .4,500 PSI
<br /> T I E S A I �1 D S T R R U P S SF1 .0 N.T.s. SUPERVISE AND DIREGT THE WORK AND HE SHALL BE SOLELY
<br /> B, SLABS ON GRADE . . , . , . ,4,500 PSI ;.
<br /> CO NT RO L J O I NT �5� � RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, All ideas,designs,arrangement and plans indicated or
<br /> SF 1 .0 N.r.s. C. GRADE BEAM . , . , , , .4,500 PSI SEQUENCES AND PROCEDURES. OBSERVATION VISITS TO THE SITE BY �
<br /> #3x3`-0" P LAt N represented by this drawing are the property of Panda
<br /> DOWELS @ 24" � (USED F'C=2,500 PSI IN DESIGN) FIELQ REPRESENTATIVE OF THE ARCHITECT AND/OR STRUCTURAL Express Inc,and were aeated for use on this specific project. •
<br /> � O,C, -GREASE BACKFILL PER 10—0
<br /> � � 4, SPLICE ALL REINFORCING STEEL WHERE INDICATED. WHERE SPLICE ENGINEER DO NOT INCLUDE INSPECTION OF THE PROTECTIVE MEASURES None of these ideas,designs,arrangements or plans may be
<br /> .,.,,.„,..,.,. _. ........_. ONE HALF OF 4D SPECIFICATIONS LOCATIONS ARE NOT SPECIFICALLY INDICATED SPLICES IN WALL OF THE PROCEDURES FOR SUCH METHODS OF CONSTRUCTION, ANY used by or disclosed to any person,firm,or corporation
<br /> ... .., ..... ... ...............,.,,.. ._.,.,.,_._, _ .,.. �, 6,� MI
<br /> . ___...... ...... ... .
<br /> Q � �... �.,,..... DOWEL D= BAR DIAMETER 2 1 2" MIN. TYPICAL — N� � SUPPORT SERVICES PERFORMED BY THE ARCHITECT AND/OR STRUCTURAL without the written permission of Panda E�ress Inc.
<br /> " � ' •• � • � � . . �� • ' • ' � REINFORCING R= BAR RADIUS AS FOLLOWS; LINEUND SHALL BE STAGGERED.
<br /> '' ' ' � " '� � � ' ' � � � ' ' � SEE 3D FOR#2 THRU#8 BARS INCLUSIVE 5, LAP REINFORCING STEEL AT SPLICES TO THE FOLLOWING MINIMUM ENGINEER DURING CONSTRllCTION SHALL BE DISTINGUISHED FROM
<br /> . ��pb.p,�� 4D FOR#9 AND LARGER BARS LENGTH, UNLESS NOTED OTHERWISE: CONTINUOUS AND DETAILED INSPECTION SERVICES WHICH ARE FURNISHED
<br /> VAPOR R � � I I . #3 AND#4 ' " , „ BY OTHERS, THESE SUPPORT SERVICES WHICH ARE FURNISHED BY THE REVISIONS: DATE: BY;
<br /> GONSTRUCTION J OI N T BARRIER 90 DEGREE � � � � �'�--J- w� , . , , , 2-0 #8 , . . , , 4-11 ARCHITECTAND/ORTHE STRUCTURAL ENGINEER, WHETHER MATERIAL
<br /> #5 , , 2-2 #�9 , , , , ,6 3 � PLAN REVIEW 09/24/2018 JM
<br /> HOOK � � '�� a � ' ' ' OR WORK, AND WHETHER PERFORMED PRIOR T0, DURING ORAFTER
<br /> TOOL 180 DEGREE � � �- � #6 . . , , , 2'-9" #10 , , , , .7'-11" COMPLETION OR CONSTRUCTION,ARE PERFORMED SOLELY FOR THE Q2 PLAN REVIEW 12/19/ZQ18 �M
<br /> ADIU S REINFORCING- � � HOOK NO EXCAVATI'N � (O) � z= #7 , . , , . 3'-9" #11 , � � � � 9'-$" PURPOSE OF ASSISTING IN QUALITY GONTROL AND IN ACHIEVING �
<br /> ,�
<br /> SEE PLAN BELOW THESEq � �� � . CONFORMANCE WITH CONTRACT DRAWINGS AND SPEC►FICATIONS BUT � '
<br /> .,._...,..,.,._._,....._.....,.,...,.,.,,.,.,,...,.,.,,,,.,..,.,,.,,�...,.,,.,._ .._..,...._...,...,.. - 6, REINFORCING STEEL SHALL CONFORM TO ASTM A615, GRADE 40 FOR �
<br /> � LINES I � - - � Q #4 AND SMALLER, GRADE 60 FOR�5 AND LARGER. ALL REINFORCING THEY DO NOT GUARANTEE CONTRACTOR'S PERFORMANCE AND SHALL � y
<br /> � � . �. . • • � �� � , • � � 10 MIL VAPOR HOOKS & BENDS � � � z - - ``'� S T E E L T O B E W E L D E D S H A L L B E G R A D E 4 0, D E F O R M A T�O N S S H A L L NOT BE CONSTRUED AS SUPERVISION OF CONSTRUCTION, �s ;
<br /> � J ' � � . ' • • .. � " ' BARRIER r � � 2 � BE IN ACCORDANGE WITH ASTM A305, 8, NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE � �
<br /> ' " f—�
<br /> 1-#4 CONT. #4 CONT. Z� � � OVER THESE GENERAL NOTES, 8
<br /> 12" WHERE o O 7. REINFORCING FABRIC SHALL CONFORM TO ASTM A185 AND SHALL
<br /> DEPRESSION IS D�MENSION = BAR DIAMETER 1-112 SPACES(12 MINIMUM). 9, DESIGN, MATEREALS, EQUIPMENT AND PRODUCTS OTHER THAN THOSE
<br /> SL EDGE GREATER THAN �1 MINIMUM TYPICAL, 1 1/2 _ STEP DESCRIBED BELOW OR INQICATED ON THE DRAWINGS MAY BE
<br /> C 6 INCHES MINIMUM @ COLUMNS) CONCRETE FILL, SAME WIDTH FOOTING AS 8, MINIMUM CONCRETE COVERAGE; THE FOLLOWING MINIMUM CLEAR CONSIDERED FOR USE, PROVIDED PRIORAPPROVAL IS OBTAINED ISSUE DATE:
<br /> �, � AS FQOTING & FULL WIDTH REQUIRED
<br /> sEE 36 BAR DIAMETERS @ OF TRENCH, PLACE FILL PRIOR DISTANCES BETWEEN REINFORCING STEEL AND THE FACE OF CONRETE FROM THE OWNER, THE ARCHITECT ANDlOR THE STRUCTURAL ,sr
<br /> _.,....,_...,..............,...............,.w,.,.,,.....,, ARCH.CONCRETE (2'-0" MINIMUM) TO PLACEMENT OF FOOTING SHALL BE MAINTAINED UNLESS NOTED OTHERWISE; ENGINEER,AND THE APPLICABLE GOVERNING CODE AUTHORITY, 2ND
<br /> Q ..,
<br /> •�.,,....._,,,,,,,, ,,,,,,,....,,,,.,............e.. _...........,, C 0 S ;.
<br /> . ... .--
<br /> ,,.,
<br /> . . : ,, .. �. . Q M 406ARDIAMETERS@u ) 3� Qa� B , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , 10
<br /> • ••�� � �� �: MASONR ( 6 MIN — M � �
<br /> . ; . � .. � .
<br /> . .: .., .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . .
<br /> �•) Y 2 M NOTE: FOR PIPES MORE THAN ELOW BOTTQ ALL ERECTION PROCEDURES SHALL CONFORM TO OSHA STANDARD 3RD
<br /> � .. ' , � � • REINFORCING OF FOOTINGS, TRENCH MAY BE BACKFILLED WITH CONCRETE BELOW GRADE, FORMED 2H ANY DEVIATION MUST BE APPROVED BY OSHA PRIOR TO ERECTION 4TH a
<br /> � � ' "' . .� '• . � � . � � .. • -SEE PLAN SPLICE COMPACTED FILL PER SPECIFICATIONS. 00 NOT TRENCH CONCRETE BELOW GRADE, UNFORMED(POURED AGAINST EARTH) . , . 3" 5TH
<br /> �' � BENEATH FOOTING AFTER IT HAS BEEN POURED. 11, THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE
<br /> � 6 SEE PLAN 9. NO HEATING SHALL BE ALLOWED FOR BENDING OF REINFORCING STEEL, WORK OF ALL TRADES AND SHALL CHECK ALL DIMENSIONS, ALL 6TH �
<br /> � M�N BARRIER POR / 6 \ � � ' v �� BA R B E I �I �
<br /> S LAB D EPRESS I O N � �� P I P E � �T G 10. ANCHOR BOLTS, DOWELS, INSERTS, ETC, SHALL BE SECURELY TIED IN DISCREPANCIES SHALL BE CALLED TO THE ATTENTION OF THE
<br /> D S� N.T.s. ARCHITECT AND/OR STRUCTURAL ENGINEER AND BE RESOLVED
<br /> S o N.T.s. PLACE PRIOR TO POURING OF ANY CONCRETE OR GROUT,
<br /> BEFORE PROCEEDING WITH THE WORK,
<br /> #3x3'-0" PLAIN DOWELS @ 24" 1/2"EXPANSION DRAWN BY: B�l!
<br /> � O.C. -GREASE ONE HALF OF JOINT MATERIAL NOTE: 11, CEMENT SHALL BE PORTLAND CEMENT CONFORMING T�ASTM C150, 12. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION,
<br /> DOWEL REINFORCING (2)#5 MINIMUM THIS STANDARD DRAWING SHALL TYPE V,
<br /> �' � � SEE PLAN SEE PLANS p APPLY U.N.O. ON THE PLANS WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF
<br /> 12, PLACEMENT OF CONCRETE SHALL CONFORM TO ACI 301, SIMILAR CHARACTER TO DETAI�S SHOWN, SIMILAR DETAILS OF
<br /> a , , „ .�.. .... .. ��.��.�"���..,."._.....�.�..r�...�..�µ�����.�....� ,,,,y CONSTRUCTION SHALL BE USED SUBJECT TO REVIEW BY THE �
<br /> �.....,,..,....,.,..,.....,,.._. .._... �._..,. . sEE P�aN .. CFT PROJECT# GT�165
<br /> • '. � � • .• �. � . � ' ��� � • � a� a a ' � 13. CONCRETE SHALL BE MAINTAINED IN A MOIST CONQITION FOR A ARCHITECT AND/OR STRUCTURAL ENGINEER, '
<br /> ' ' : . �' '• � " � � � • � • ; � :• . 10 MI� D ° a POST PER P�AN MINIMUM OF FIVE DAYS AFTER PLACEMENT UNLESS OTHERWISE CRM PROJECT# iViCG 1$Uo5 •
<br /> ' ' ' � ' � , � �. �� VAPOR
<br /> � � BRRRIER d �2�#�5 Z APPROVED BY THE ARCHITECT/STRUCTURAL ENGINEER. 13. PROVIDE SHORING AT ALL TIMES DURING ALTERATION OF ANY EXISTING DATE: 3-12-18 ;
<br /> PANSION JOI NT VERTICAL SUPPORTING MEMBERS.
<br /> MINIMUM p
<br /> � 4 14. MAXIMUM SLUMP SHALL NOT EXCEED 4" IN FLATWORK,
<br /> SEE PLANS � POST w/CB POST
<br /> BASE (SEE PLAN FOR 15. SUBMITT MIX DESIGN FOR APPROVAL PRIOR TO CONSTRUCTION. 14, FASTENERS OF PRESERVATIVE-TREATED OR FIRE-RETARDANT WOOD SHALL
<br /> S �A B D ETA I �S CORNER INTERSECTION ALTERNATE SIZE) BE OF HOT-DIPPED ZWC COATED GALVANIZED STEE, STAINLESS STEEL, I�1��TII V COI V SUL I I I V lJ
<br /> 10 4 THK. CONC. SLAB FOUNDATIONS SILICONE BRONZED OR COPPER PER SECTfON 2304,9,5,
<br /> � S� r�.r.s. CORNER W/REINF. PER PLAN,
<br /> 1, DESIGN BEARING PRESSURE IS 2,500 PSF WITH A 0%INCREASE 15. WOOD FRAMING MEMBERS, INCLUDING WOOD SHEATHING, WHICH GROUP, II V C�
<br /> FOR WINQ OR SEISMIC LOADINGS, REST ON EXTERIOR FOUNDATION WALLS AND ARE LESS THAN 8 INCHES
<br /> -��---���������-�������•�•-•-��������`-'�-���������-:�-•••��• �-�_���������--=-����-�--=�••••�--�-��:-o-•-�����:-�-•-••�� 2, ALL EXCAVATIONS ARE TO BE INSPECTED AND APPROVED FROM EXPOSED EARTH SHALL BE OF NATURALLY DURABLE OR PRESERVATIVE
<br /> 4 d. � � �
<br /> (2}#5 MINIMUM °'' � ..` . �t r '.. BY A SOILS ENGINEER PRIOR TO THE PLACEMENT OF ANY TREATED WOOD. WOOD FRAMING MEMBERS AND FURRING STRIPS PROVIDING STRUCTUI�AL DESIGN �.
<br /> NOTE: USE#3 HOOKs =` , d ' . s REINFORCING OR FILL
<br /> � @ 6°O.C. FOR#7 VERT� �a ,� .a . � , BASE-SEE DWGS, 3, DESIGN COEFFICIENT OF FRICTION IS,41 WITH A 0%DECREASE ATTACHED DIRECTLY TO THE INTERIOR OF EXTERIOR MASONRY OR COMCRET 2204 PLAZA DRIVE, SUIiE 13D .
<br /> AND LARGER. SEE PLANS �� � ��a a �� WALLS BELOW GRADE SHALL BE OF APPROVED NATURALLY DURABLE ROCKLIPJ, CA 95765
<br /> � �: p . '. .f J FOR WIND OR SEISMIC LOADING, OR PRESERVATIVE-TREATED WOOQ,
<br /> - 4, FOUNDATIONS SHALL BE OF THE SIZE AND TYPE AS INDICATED PHONE (916)256-4816 FAX (916)302-4065
<br /> � �--- � �- 16. THE STRUCTURAL DESIGN IS IN ACCORDANCE WITH THE 2015 INTERNATIONAL
<br /> ON THE DRAWINGS. BUILDING CODE AND THE CITY OF EVERETT, WA
<br /> WALL END OR
<br /> OPENING SEE FOOTING 5, DESIGN IATERAL BEARING PRESSURE IS 36157/145 PSF/FT WITH A 17, THE LOAD THAT HAVE BEEN USED IN THE STRUCTURAL DESIGN INCLUDING
<br /> SCHEDULE ON PIANS 33%INCREASE FOR WIND OR SEISMIC LOADING AND A 200% THE FOLLOWING; STAMP;
<br /> � C � INCREASE FOR ISOLATED POLE TYPE FOOTINGS, ��y ]A��� r�
<br /> �� U�IA I I_ �C i T G a R C I I�I �� �� P O S T @ �T G 6. REFER TO FOUNDATION AND SOIL INVESTIGATION BY- DEAD LOAD 14.3 PSF �$ oF w,� Y,�,:-`�y/
<br /> � � � �r�
<br /> S� N.T.S. 'SF o N.T.s. TERRACON CONSULTANTS, INC, LIVE LOAD 20 PSF SNOW LOAD(Pf} 25 PSF o��,�ac`o ;. • °%�c���� :
<br /> P R O J E C T N 0. ; 8 1 1 8 5 0 0 2 T O T A L L O A D 3 4.3 P S F(D L+L L) '� �, '�` �.y� �
<br /> 2018 � y �
<br /> CONT. CLEAR JOINT AND FILL W/ DATED; JANUARY 25, �" :$ k� ���'
<br /> NON-SHRINK EPDXY MIN -v ALL REQUtREMENTS IN SOIL REPORT SHALL BE SATISFIED PER WIND LOAD(BASIC WIND SPPED FOR CAT II BUILDWG) V=110 MPH �,�\
<br /> ��� �
<br /> . 45 DAYS AFTER POUR �.� --�`�� -_
<br /> EXPOSURE C Vwind=49.98 KIPS 1Q 3 �� f=,;'�
<br /> �� 2015 INTERNATIONAL BUILQING CODE � �;� '
<br /> --i�i=11 ��-- SAWCUT JOINT WITHIN 4 �
<br /> ITE C S = =1 1= NET UPUFT FIELD=S PSF 2 ��'� � ��
<br /> HRS. OF POUR CONTROL J�OINT TOP OF FTG. �� &ON SHEET S 111L INSPECTIONS FOR REQUIREMENTS BELOW
<br /> PERIMETER=10 PSF
<br /> ��
<br /> 2x6 FORM TO BE 3/8"x2'-Q"SMOOTH DOWE� REINF. PER CURRENT ADJACENT CONT. FTG SEISMIC DATA Ss=1,4 Sos=0,947 S, =0,545 So,=0,545
<br /> EXTERIOR SLAB REMOVED PRIOR TO @ 48"o.c. FDN. PLAN � POUR POUR TRENCH � SITE C = , I ROUP II ��� � � � �
<br /> ° ADJACENT POUR
<br /> �.� .�. _ �- a � R= . ( S E LL )
<br /> _ _ o „ R 2x6KEY DEFERRED SUBMITTAL CHART 2 Vseismic=25.9KIPS ����� �� ������
<br /> 5/8"f�x 0'-8"ANCHOR N CENTERED ON
<br /> , FTG. GENERALCONTRACTORTOPROVIDESHOPDRAWINGSANDDETAILSTO SPECIAL INSPECTION ���� ��I��i����� W�OY '
<br /> BOLTS @ 48' o.c. OR F,
<br /> HiLTI X-DN172P8(ICBO NOTE: POUR ALTERNATE PANELS IN a � DESIGN ENGINEER TO REVIEW AND BUILDING DEPARTMENT FOR APPROVAL �
<br /> #2388) DRIVE PINS @ CHECKERBOARD FASION WJ MIN.2 DA SPECIAL INSPECTION BY CITY APPROVE RED EV���T�, �I��i������}I� ����� ,
<br /> 24"o.c. DELAY BETWEEN POURING ADJACENT FOR FOLLOWING ITEMS WHERE OCCUR :(SEE SF1,1 FORADDT'L INFO,)
<br /> SLAB PANELS REMOVE FORM PRIOR TO ADJACENT POU 1) ROOF TRUSS SHOP DRAWINGS AND CALCULATIONS
<br /> - - - � C4NSTRUCTION JC)INT 2 CANOPY TRELLIS SHOP DRAWINGS N C CULATIONS 1. EPDXY AND EXPAN I N TIO - PERIODIC PROPO�ED U�cS: RESTAURA�lT A�1D R�T}�IL
<br /> _� FOOTING MUST HAVE LEVEL BAS�— � '
<br /> FTG. REQ'D W/ VERICAL CONCRETE POUR STOP FORMED W/ 1 S N P AGE CONC&REINF PLACEMENT PERIODIC �2
<br /> NOTE; � . CTURA L RfODIC
<br /> A.B. ONLY CONT. IN CURB PLYWOOD&HELD IN POSITION (REINF. MUST
<br /> N4N-BEARING FTG. PENETRATE WHERE CONT,) CLEAN AND ROUGHEN SPECIAL INSPECTION SHALL BE PERFORMED(PERIODIC) UNLESS SHOPS 4, FOUNDATION EX AVATI S AND FILLS( Y THE GEOTECHNICAL �
<br /> � FOR ELEV. OF 3 DOWELS @ 18" SURFACE OF CONCRETE PRIOR TO ADJACENT POUR ARE REGISTERED AND APPROVED TO PERFORM WORK WITHOUT ��M�� �� ��������
<br /> SLABS-SEE FDN� •a IN CURB ALT INDEPENDANT S,I, PER SECTION 1704,2.5 � a) S�TE GRADING(IB ECTION 1804.4) ���������'��� ��.�� ������
<br /> PLAN Q B NDS
<br /> b)PLACEMENT AND COMPACTION OF STRUCTURAL BAGKFILL IBC SECTION 1803,4}
<br /> WHEN POUR STOPAGE EXCEEQS 45 MIN. � _
<br /> NOT TO OCCUR IN GRADE BEAM 2 6. STRUCT STEEL-PERIODIC .
<br /> FTG. @ CURB & STEP •
<br /> SPECIAL INSPECTION SHALL BE PERFORMED(PERIODIC) UNLESS SHOPS �
<br /> � M SCa DE
<br /> TA I S 3 �T G . P O U R S T 0 P � NOTES & DETAILS
<br /> Sr�0 N•T.S. SF1 O N.T.S.
<br /> �
<br /> , PROGRESS CONSTr�UC7101�J DOCIJMcNT�\/
<br />
|