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t <br /> �5� <br /> 4ry . <br /> � D 3'-0" min. �� <br /> �� <br /> a; <br /> q� . <br /> Reinforcing Splice and Development �x, : srRucTurza� <br /> Length Schedule �� "��� EN�iNEER�N� <br /> For f'c = 3000 psi, Grade 60 Reinforcing CONCRETE WALL <br /> � : z�z4 Third Avenue-Suite ioo-Seattle,WA g8�z� <br /> �I Minimum Straight Development Length (Cd) �" � p� io6•443•6ziz ssfengineers.com <br /> � � o ADD DIAGONAL IN WALL 934 Broadway-Tacoma, WA g84oz <br /> Bar Size Top Bars Other Bars �� a � TO MATCH WALL REINF. p� z53•zH4•947o ssfengineers.com <br /> „ » � o � , � <br /> #3 22 �7 _ � .� � � Copyright 2017 Swenson Say Faget-All Rights Reserved <br /> _ o �, <br /> #4 29" 22" � � -}- - -- - a==- -— - �;. � " ' � <br /> � � <br /> ��r � <br /> #5 36" 28" � _____ � o <br /> #6 43" 33" � ' ��� � � �, �; <br /> � �. <br /> #7 63" 48" <br /> � PIPE SLEEVES r� �;`. �: � , tl� <br /> � �� � � � � � <br /> #8 72" 55" _ AS REQD. 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EXCAVATION NOT LINE OF EXCAVATION �Es��N_ JRC <br /> Bar Size Top Bars Other Bars ALLOWED BELOW - - -- <br /> #3 28�� 22�� THIS LINE CHECKED: �A <br /> NORMAL FOOTING <br /> #4 37" 29" REINFORCING APPROVED: <br /> #5 47" 36" ABB <br /> #6 56" 43" <br /> I #7 81" 63" <br /> �I #8 93" 72" � <br /> 1 #9 �05" s�" Pi e and Trench Locations 3 T ical Ste ed Footin � <br /> p YP pp 9 <br /> #10 118" 91" � <br /> � ,� � <br /> #11 131 101 REVISIONS: <br /> TOP BARS ARE HORIZONTAL BARS WITH MORE THAN 12" DEPTH OF <br /> CONCRETE CAST BELOW THEM. <br /> IF CLEAR CONCRETE COVER IS NOT GREATER THAN THE DIAMETER OF <br /> THE BAR, OR THE CENTER TO CENTER SPACING IS NOT GREATER CORNER BARS TO CORNER BARS TO <br /> THAN 3 BAR DIAMETERS, THEN LENGTHS SHALL BE INCREASED BY 50% CORNER BARS TO MATCH CROSS WALL CORNER BARS TO MATCH CROSS WALL <br /> MATCH EXTERIOR HORIZ. REINF. MATCH HORIZ. REINF. HORIZ. REINF. <br /> � HORIZ. REINF. (alt. hooks) <br /> Minimum Embedment Lengths (edh) � <br /> For Standard End Hooks <br /> O��� 12db <br /> __________________ _ <br /> DPD: <br /> Bar Size Length _ <br /> #3 6» <br /> #4 8" ADDITIONAL TYP. CORNER ADDITIONAL TYP. CORNER <br /> #5 10" VERT. BARS BARS: N� VERT. BARS BARS: N� ; <br /> #6 12" <br /> #7 14" . <br /> #$ 16n CROSS WALL CROSS WALL <br /> #9 18" <br /> #10 20" <br /> #11 22„ <br /> � <br /> 1. SIDE COVER MUST BE EQUAL TO OR GREATER THAN 2�/2„ PROIECT TITLE: <br /> 2. END COVER FOR 90' HOOKS MUST BE EQUAL TO OR GREATER THAN 2° Double Curtain Single Curtain Everett Safe Streets <br /> Supportive Housing <br /> 6200 12th Dr. S.E. � <br /> ' Everett, WA 98203 <br /> , 5 Reinforcin S lice Len th & Develo ment Len th 3000 si � T ical Corner Bars at Concrete Walls and Footin s � <br /> , g p 9 p 9 ( p ) Yp 9 � <br /> ARCH ITECT: <br /> Table <br /> .. � . <br /> �� i <br /> Slab Dowel Dowel <br /> Depth Size Spacing environmental , <br /> SLABS SUBJECTED TO WHEEL „ „ „ „ „ WORKS <br /> LOADS: 5 -6 3/4 � x14 ; 12 oc <br /> SAW CUT CONTROL JOINT. FILL 7"-8" 1"� x16" 12"oc Community Design Center <br /> JOINT W/ SEMI-RIGID EPDXY — 402 15th Avenue East <br /> SEE ARCH. DRAWINGS OR POLYUREA W/ MIN. SHORE 9"-11" 1�/4" x18" 12"oc Seattle, WA 98112 <br /> FOR EXACT LOCATIONS A HARDNESS = 80 PH 2O6.329.8300 <br /> SEE PLAN FOR SLAB OF DEPRESSED SLABS C SECOND POUR FIRST POUR > FX 206.329.5494 <br /> THICKNESS AND SEE PLAN FOR SLAB - SLABS NOT SUBJECTED TO WHEEL � <br /> THICKNESS AND LOADS: PROVIDE GREASED SMOOTH Is <br /> REINFORCING (typ.) DEPTH OF DEPRESSION > » <br /> PER ARCH. DRAWINGS REINFORCING (typ.) /s PRE-MOLDED CONT. MASTIC SEE PLAN FOR SLAB DOWEL PER TABLE ABOVE Perm it Correction <br /> � � JOINT STRIP. (joint may be saw THICKNESS AND CENTERED (� CONSTRUCTION <br /> (1.5 t max.) o �E cut at contractors option) REINFORCING (typ.) JOINT Construction Set <br /> � <br /> � <br /> SHEET TITLE: <br /> ,� <br /> a a o a � � <br /> � a � � �� � a a a a o TYpical <br /> ..� .. � a � .. � � ..� ... '° .�° . ° .�°, �°, .. ° � � , .� ° . ° . ° .. � �` FOR D GREATER THAN '° .� .�° ���°, ,.,i��,. ° . ° _ �` <br /> 4 IN THICKNESS, PLACE COYICP@t(: <br /> REINFORCING WITHIN <br /> TOP 2" OF SLAB D@1'qIIS <br /> 1'-0" min. PLASTIC VAPOR BARRIER sc� . <br /> AND COMPACTED GRANULAR TERMINATE EVERY -PLASTIC VAPOR BARRIER 3/4" _ �'-o" U.N.O. <br /> FILL PER PLAN QTHER BAR AT JOINT PROVIDE CONTROL OR CONSTRUCTION AND COMPACTED GRANULAR DATE: <br /> JOINTS IN SLABS ON GRADE TO BREAK FILL PER PLAN ]anuary 26, 2018 - <br /> PLASTIC VAPOR BARRIER UP SLAB INTO RECTANGULAR AREAS PROJECT NO: <br /> AND COMPACTED GRANULAR OF 250 SQUARE FEET OR LESS. AREAS 00306-2016-07 <br /> FILL PER PLAN C011t�0I �Ol�t TO BE APPROX. SQUARE AND HAVE NO Construction Joint SHEET N0: <br /> ACUTE ANGLES. JOINT LOCATIONS TO <br /> BE APPROVED BY THE ARCHITECT. <br /> ', • <br /> 9 T ical De ressed Slab � 0 Typical Slab Joints rebar � 2 <br /> �, YP p � ) <br /> , N0: OF SHEETS: <br />