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GREASE ONE END OF DOWELS
<br /> PAINT W/ CURING COMPOUND FROM JOINT TO DOWEL END. ,1, ¢ #4 CONT
<br /> AS BOND BREAK BEFORE A�L GREASED DOWEL ENDS TO u a 6 SLAB ON GRADE �'
<br /> ADJACENT SLAB IS POURED—� BE AT SAME SIDE OF JOINT 1 � .
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<br /> . : ...
<br /> .. .. . ..
<br /> - , , � _ ��` - (1) #5x5,_�„
<br /> � � � ,.: . ...g" . MID DEPTH
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<br /> SEE PLAN FOR REINF SEE GEOTECH FOR BASE 1' . I 4
<br /> � --4" SMOOIN DOWEL BARS REINF TO MATCH SLAB � � ��►
<br /> & CAPILLARY BREAK � i 2" OC W/DIAMETER - �ON GRADE REINF SLAB ON GRADE (2) #5 TYP N �- .�
<br /> 1/8xt FLUSH AGAINST UNDERSIDE (#4 � 18" OC MIN) �-��—� EA SIDE AT
<br /> � �
<br /> CONSTRUCTION JOINT OF PERPENDICULAR SLAB REINF 24" wlQ �� -QEPTH �''
<br /> �� �� n � - � 1 1/2" CLR, TYP �' `�'
<br /> 24 , '
<br /> METAL OR PREMOLDED JOINT STRIP PLACED FLUSH � N �, �
<br /> W/ SURFACE WHEN SLAB IS POURED OR 1/8" � ` ����,� � 4 CONT (2)#5x3'-0" DIAG EDGE OF SOG � `�
<br /> SAWCUT CONTROL JT TO BE FILLED W/ MASTIC �,.. � # MID-DEPTH TYP (1) #5 CONT EDGE REINF —�' ��?f� .,�,�~
<br /> �� 4" < STEP HEIGHT <��_��� ��2tx��n Gati��°�
<br /> .,� - (2) #5x3�—�n t���p10�
<br /> � � � SLAB ON GRADE = DIAG MID-DEPTH - J
<br /> - - N GYr� I CV �
<br /> SEE PLAN FOR REINF �-SEE GEOTECH FOR BASL CUT 1/2 OF REINF CROSSING �a $n _ . . :� '.
<br /> . : . ..._ .._ . . .. .
<br /> & CAPILLARY BREAK CONTROL JOINT 4"
<br /> CONTROL JOINT � #� � �2" oc 2'-6"
<br /> #4 CONT
<br /> N� ` SOG - OPENINGS SOG - REENTRANT CORNERS
<br /> � .-
<br /> 1. REFER TO PLAN FOR SLAB THICKNESS AND REINFORCING. ' �
<br /> 2. CONTROL JOINTS TO BE SPACED � 15'-0" OC MAX, EACH WAY, UNO. RATIO OF DISTANCE ���`-' >` ���� ����-���� - �
<br /> 6n 8,► ;V-, �, NOTES:
<br /> BETWEEN CONTROL JOINTS IN EACH DIRECTION FOR A SLAB PANEL SHALL NOT EXCEED 1.5. 1. REINF SHALL BE ADDED AT OPENINGS & RE-ENTRANT CORNERS OF REINFORCED
<br /> CONSTRUCTION JOINTS PER THIS DETAIL SHALL BE CONSIDERED AS CONTROL JOINTS FOR 1'-O" < STEP HEIGHT < 2,-O�� & UNREINFORCED SLABS ON GRADE.
<br /> CONTROL JOINT SPACING REQUIREMENTS. �
<br /> �*-�
<br /> U
<br /> TYP SLAB ON GRADE CONTROL AND CONSTRUCTION JT DETS NO SCALE A TYP SLAB ON GRADE STEP DETAILS NO SCALE B TYPICAL SLAB ON GRADE TRIM REINFORCING NO SCALE D E 4�
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<br /> 6°� C�
<br /> #4x � � 18" OC AROUND PERIMETER �
<br /> �1 OF PAD & 36" OC EW AT INTERIOR. CLEAN SURFACE PRIOR TO
<br /> STEP SYMBOL � DRILL & EPDXY INTO SLAB �- n
<br /> LOW SIDE 30 OR 6" EXCAVA110N N P UR 6 MAX
<br /> ON PLAN OF STEP � - CONCRETE PAO 3" MIN
<br /> (WHICHEVER IS GREATER) , � i�i�i-Li Lb f'c-3000 PSI � r �
<br /> �0 MATCH FOOIING BOT REINF CLR MIN BETWEEN -
<br /> ADJACENT PIPE SLEEVES � -� SLAB ON GRADE �. � SLAB-ON-GRADE ��
<br /> MIN SEE MECH, ELECT " a
<br /> r-
<br /> � � WALL SEE ARCH DWGS FOR AND ARCH (9" MAX) � �'' � PER PLAN v �
<br /> � = --- - FOO11NG � ~� � � n -� O
<br /> • • • o x c•, � STAIR DIMENSIONS AND FINISH � . �
<br /> � g NO PIPES = _ �� �-
<br /> `�' '�' SHALL PASS �` ►� I #4 NOSING BAR c� _ �' � �
<br /> _ii�ii�iii�ii� � _ � �� . • #4 � �2" o� Ew EQUIPMENT PADS Z > � � � �-
<br /> ��,-,�, TNRU FTG REINF TO MATCH SLAB ON � � � N �
<br /> ¢ �o N �- �
<br /> _ � ^ YII �, � `� � 1 '_II �°AvE °ENF (#4 � 12" E!� MW� �� m � � y � � J
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<br /> z � Y OPT10NAL r �--x x x x x x x x--# a� u; �, � o,
<br /> � � �I r�, " CONSTR JT 1� � I I (1) #4 CONT »_8p 9n_�8n <� � � � � �
<br /> � _ i • • • � �- -I� . ADDITIONAL BAR (#4 MIN) a �, � � o o �
<br /> � � � - _.�;II�11 �, �� AT BEND IN TRANSVERSE ��� o � P o = ►- � N N
<br /> =I .Y —1 , . -
<br /> ��I i i=1i .'�_.".I I1=1I1= � � SEE MECH, ELECT SEE MECH, ELECT AND ARCN—�� �
<br /> �; � ��� o x � - � - - - - - - � ��4' , BARS W/ SIZE TO MATCH AND ARCH (12" �`' '< /i / / / /�/ '� /i / / / /�/
<br /> � � � � � Q _ _ _ _ _ _ _ _ _ ti�' V SLAB REBAR SIZE #4 � 18" OC, DRILL AND 2 4 CONT �����%i�%��%`� ��!��%i�%,�%`
<br /> -11� �-�� � � _ _ _ _ _ _ _ _ _ � NO EXCAVATION �� �,� .. , MAX) EPDXY INTO SLAB —� I � � # ����� � `���
<br /> * SEE STRUCTURAL '�'i � � �� � � I���� FOR PIPE TRENCH ,�o o�`'
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<br /> NOTES FOR COVER PARALLEL TO � � ` �� � � v�
<br /> � :..:.: .
<br /> � 8/FTG '1=1 I 1=1 I I �I' � I i I�I H I I�II---.-I I�I I- FOOl1N G ALLOWED ��
<br /> -j=1 � I i�I I�I I "'1 I 1-1 I 1-1 I I I I 1=1 I I� ������ � �� �' �I i�i�I i 1=�'=��i��� �v �� Z
<br /> METAL SLIEEVE DIA PROVIOE COLLAR AROUND �` � 6 Lb m Y
<br /> H (MIN) 0.5 H u BELOW THIS L1NE �• ct� Q c,
<br /> _ (TYP) = PIPE DIA + 2"--� MIN PIPE TO KEEP DIRT OUT '��t,,�`� ; � NOTES:_
<br /> � OF SLEEVE EQUIPMENT CURBS 1. REFER TO ARCHITECTURAL ASSEMBLY SCHEDULE FOR
<br /> � ELEVATION SECTION � VAPOR BARRIER REQUIREMENTS.
<br /> 1.5 H TG TNICK NOiES:
<br /> N0�-
<br /> (MIN) (MIN) 1. STEP FOOTING PER TYPICAL STEPPED FOOTING DETAIL AS REQUIRED TO SA�ISFY THESE CONDITONS. 1. EQUIPMENT PAD SIZE TO BE 6" LARGER THAN EQUIPMENT IN EACH DIRECTION, UNO.
<br /> 2. GENERAL CONTRACTOR TO COORDINAIE EXACT DEPTH AND LOCATION OF PIPE. COORDINATE EKACT SIZE AND LOCATION OF CURB AND PADS WITH EQUIPMENT PROVIOED.
<br /> 3. "D" SHALL NOT EXCEED 8". 2. DO NOT DRILL PT SLABS. SEE F/S4.62 FOR DETAIL � PT SLABS.
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<br /> TYP STEPPED FOOTING DETAIL NO SCALE F TYP DETAIL OF PIPE AT FOOTING NO SCALE G TYP STAIR ON GRADE DETAIL NO SCALE H TYP EQUIPMENT CURBS & PADS ON NON PT SLABS NO SCALE J TYP SLAB ON GRADE SECTION NO SCALE K �' �
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<br /> L7x4x3/8x0'--10" (LLV) W/ � � � �
<br /> (2) 3/4"�x6" STUDS � 6" SLAB ON GRADE
<br /> � n � �
<br /> GAGE. PROVIDE ANGLES AT f 18 � � Q � �
<br /> , „ I 3/16 \ 6 „ f c= 4,000 psi f c= 6,000 psi r �
<br /> 3 -0 OC (MIN � 3 ANGLES 3��6� 6 #4 � 12 OC ---, fy =60,000 psi fy =60,000 psi � � � �
<br /> AT EA SHAFT) / , _ �
<br /> � I ��ELEVATOR SUPPLIER #4 CONT 3/16�/ Size Ld Ldt Lb Lbt La�h Size Ld Ldt Lb Lbt Ldh � STAIR & ANCHORAGE � �' �
<br /> ��
<br /> �- � fi • • • #4 19 (29) 25 (38) 25 (38) 32 (48) 9 #4 15 (23) 20 (30) 20 (30) 26 (39) 8 TO SLAB BY STAIR
<br /> —� �- „ oo «� MANUFACTURER
<br /> � n SEE DIVIDER BEAM DETAIL � _ L3 1/2x3x5/16 11H #5 24 (36) 31 (47) 31 (47) 40 (60) 12 #5 19 (29) 25 (38) 25 (38) 33 (50) 10
<br /> #4 CONT AT ELEVATOR PIT' FOR W � � - - 6 28(43) 37 (55) 37 (55) 48 (72) 14 #6 23(35) 30 (45) 30 (45) 39 (59) 12 G D � n.L
<br /> ` ELEVATOR DIVIDER � � # oF ns,y
<br /> #4 � 12" OC 3 8" BENT PL OR BEAM CONNECTION 4„ 4n � �' -- #7 42 (62) 54 (81) 54 (81) 70 (105) 17 #7 34 (51) 44 (66) 44 (66) 57 (86) 14 EQ EQ , ���� � �k Q
<br /> „
<br /> � �
<br /> 18 TYP � • ANGLE x WIDTH n • o Q � n 47 (71) 62 (92) 62 (92) 80 (120) 19 �8 39 (58) 50 (76) 50 (76) 65 (98) 15 ,
<br /> j�„ � PL 1/2x8x1 -0 W/ 1/4 BOTH LEGS � SLAB-ON-GRADE
<br /> OF SHAFT #4 � 10 CONT i n »
<br /> � � (4) 3/4°�x6" STUDS 3a 1/4 (TYP) #9 54 (80) 70 (104) 70 (104) 90 (136) 21 #9 44 (66) 57 (85) 57 (85) 74 (111) 17 PER PLAN --` � / ���� � 12„ �� ��z�4s2 �q ��
<br /> BLOCK OUT SLAB AS � � 4 HORIZ GAGE / # � ��sT� `.�w
<br /> WATER STOP, • � 1" DP W-19-4 ' _ � #10 60 (90) 78 (117) 78 (117) 102 (153) 24 #10 49 (74) 64 (96) 64 (96) 83 (125) 20 ' ss10NAL ���'
<br /> TYP �. REQ D AT PLUN(�ER -- GALVANIZEO � � L5x3 1/2x5/16 LLH � �
<br /> i #11 67 (100) 87 (130) 87 (130) 113 (170) 27 #11 55 (82) 71 (106� 71 (106) 92 (138) 22 T 'SLAB Q6-21-13
<br /> n C�RATING r- � ,� EL P'ER PAN
<br /> . #5 � 12 OCEW .
<br /> � Revisions
<br /> � TS 6x4x1/4 MAX SPAN 8'-6" NO�T S:. ! ��,����i% %,� ;��
<br /> -L ' ' - TS 8x4x1/4 MAX SPAN 9'-6" 1. USE THE LENGTHS IN TNIS SCHEDULE, UNLESS NOTED OTHERWISE. � �
<br /> TS 8x4x3/8 MAX SPAN 10�-6n ` PRE-PERMIT REVIEW
<br /> � � � � �,� � �� 2. USE LENGTH IN ( ) WHEN BAR COVER IS db OR LESS OR BAR CLEAR SPACING IS 2db OR LESS. � (3)#4 05122/2013
<br /> �� � , � ----- x �-� 3. A TOP BAR IS A HORIZONTAL BAR WITN MORE THAN 12" OF FRESH CONCRETE CAST BELOW IT.
<br /> n n PERMIT SUBMITTAL
<br /> #4 � — � 9 9
<br /> 8„ L4x3x1/4 (LLV) � EA . `�' � 06/19/2013
<br /> SIDE OF SUMP W/ 1/2n� (4)#4 L� � , ABBREVIATIONS PERMITREPONSE
<br /> EXPANSION BOLTS � � EA WAY 1. DIVIDER BEAMS DESIGIVED FOR MAXIMUM LATERAL DEFLECTION OF.
<br /> 1/8" FOR MAXIMUM NORMAL LOAD OF 1.8K db = BAR DIAMETER Lb = CLASS 8 LAP SPLICE LENGTN, 1.3 Ld �� 09/11/2013
<br /> 9" OC (W/ 4" MIN EMBED) � � � � � � 1/4" FOR MAXIMUM SEISMIC LOAD OF 3.5K Ld = TENSION DEVELOPMENT LENGTH Lbt = CLASS 8 LAP SPLICE LENGTH FOR A TOP BAR, 1.3 Ldt 1. COORDINATE EXACT LOCATION
<br /> ��----�� `r.� �- Ldt = TENSION DEVELOPMENT LENGTH FOR A TOP BAR Ldh = 1ENSION DEVELOPMENT LENGTH FOR A STANDARD HOOK WITH ARCHITECT.
<br /> SU MP; SEE ELEV MFGR �-;Tl ,;,_,�TTrT1_,�_,�,_1 ;,-
<br /> � DWGS FOR LOCAIION� gn 2'_p„ gn
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<br /> `� ELEVATOR PIT DETAIL NO SCALE L DIVIDER BEAM DETAIL AT ELEVATOR P!T NO SCALE M DEVELOPMENT AND SPLICE LENGTH SCHEDULE NO SCALE P TYP FOOTING AT STEEL STAIR STRINGER NO SCALE Q
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<br /> �; PAGODA VILLAGE
<br /> � EVERETT
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<br /> "' GRAND & WALL STREET
<br /> �;, , � EVERETT, VIlA
<br /> � CONC WALL — #4 DOWELS � 18" OC CONC WALL CONC WALL � �4 DOVI�LS � 18" OC CONC WALL
<br /> o ' ' #4 DOWELS � 18" OC , • '�4 DOWELS � 18" OC
<br /> �
<br /> 0
<br /> �� TY P I CAL
<br /> � 1 1/2" CLR � Lb 1 1/2" CLR Lb � FOU NDATION
<br /> � •
<br /> �
<br /> �
<br /> • • WATER STOP • D ETAI L S
<br /> o WATER STOP WATER STOP� WATER STOP �
<br /> � I\� OOWELS TO MATCH T SLAB EL DOWELS T0 MATCH TjSLAB EL DOWELS TO MATCH � . � T SLAB EL DOWELS TO MATGH T/SLAB EL
<br /> � WALL REINF X (SEE PLAN) WALL REINF x— (SEE PLAN) WALL REINF X (SEE PLAN) WALL REINF--� x— (SEE PLAN)
<br /> � � . . . _ . , , � ,. ; _� . - . i • � , ._. .. . � . . --_ �
<br /> � O F�,,.� U � � � � � U
<br /> � �
<br /> � a . . 0 8 FTG EL U . . o �,� � • --- • a 8 G EL M . . . o
<br /> � 8/FTG EL �- 8/ TG L
<br /> � 0° �I ;� - I -1 I (SEE PLAN) � �
<br /> � � Ti.�rllf-111- I (SEE PLAN) � -, 1=111=11 � (SEE PLAN) ��:il=�ll� I (SEE PLAN)
<br /> � �
<br /> X
<br /> � ¢ 3„ - SEE PLAN AND FTG SCHED FOR 3n SEE PLAN AND FTG SCHED FOR 3" CLR i�� SEE PLAN AND FTG SCHED FOR 3" CLR SEE PLAN AND FTG SCHED FOR
<br /> � �- CLR SIZE S I Z E, D E P T H A N D R E I N F CLR SIZE SIZE, DEPTH AND REINF S I Z E, D E P T H A N D R E I N F SIZE, DEPTH AND REINF Date: 06/21/2013
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<br /> � Q S I Z E ALTERNATE HOOK DIREC110N S I Z E
<br /> � �, Job No: 113041
<br /> � �
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<br /> � � WALLS WI SINGLE LAYER REINF WALLS W/ DOUBLE LAYER REINF WALLS WI SINGLE LAYER REINF WALLS W/ DOUBLE LAYER REINF
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<br /> � '�' ECCENTRIC FOOTING ECCENTRIC FOOTING CONCENTRIC FOOTING CONCENTRIC FOOTING Drawing No.
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<br /> � " T1�PICAL EXTERIOR CONCRETE WALL FOOTING DETAILS NO SCALE U v
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