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f'c = 3000 psi f'c = 400Q psi
<br /> 6db for #3, #4, #5 � � „ , , SECONQ POUR � FIRST POUR � �
<br /> BAR OTHER BARS TOP BARS OTNER BARS TOP BARS 12db for #6, #7, #8 � � 1/8 x 1 1/2' PREMOI DED CONTINUOUS
<br /> � HOOK A or G o o �-,�' MASTIC JOINT STRIP OR PREMOLDED °'
<br /> SIZ� Ld LAP SPI ICE LAP SPLICE Ld LAP SPLICE LAP SPLICE
<br /> O O ¢ �� o' � 0 �� �;� SEE PLAN FOR CONSTRUCTION JOINT (MAY BE SAWCUT AT SEE PLAN FOR BURKE "KEYEQ KOLD° JOINT. � '
<br /> i i � u » t '-�p -�p O Y O i i i i r -
<br /> #3 16' 21' 28' 14 18 24' ____ ___, o ,� o ,; SLAB TNICKNESS OWNERS OPTION). SAWN JOINT SHALL BE SI.AB THICKNESS STQP REINFORCING CLEAR Or rn
<br /> � ;�+ �, r`+ +,� , �,-�� s - ' ',+,, AND REINFORCING MADE AS SOON AS POSSIBLE WITNOUT AND REINFORCING JOINT EACH SIDE. � '
<br /> 4 22" 28" 37" 19" 25" 32" �- `�� - `� - `
<br /> # o � (TYP.) DAMAGE TO SURFACE. (TYP.) � ,
<br /> N
<br /> Q �
<br /> #5 27" 36" 46" 24" 31" 40" o 0 0 � ( U � , �
<br /> 4db or � db � db �, . . . .. . . . . ,�-(
<br /> �6 33" 43" 56" 28° 37» 48» 2 1/2" Min. z z z ab :aa_ °<� ;_ � . � �` � '_ � � o�� Q :�. � . � � ,�..< ��:— � a<�; _
<br /> <,d. -.94.. .O< .d' 4 �—q d, <d � lV
<br /> J J J '�� °o-//��—n. • T—q .a a. d� � ��
<br /> Q Q Q a d'�a ." .� Q�_ . '° �-4. _ . a (/� ry
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<br /> o � 0 0 0 0 a o a ��� . . 1 -�� o 0 0 �i- -�e.. �
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<br /> o �-+
<br /> STANDARD 180 QEGREE HOOK STANDARD 9Q DEGREE HOOK i+ ;+ �+ I I-���� ��,_,_1T�I-1T i-T.,11=1_-Tl� -�iil-=,1T� „� , � o
<br /> D = FINISHED INSIDE BEND DIAMETER � ' a� � �
<br /> 6db for #3, , #5 CUT ALT. WIRES COMPACTEQ UBGRADE ANQ COMPACTED SUBGRApE AND � � �
<br /> 1. TENSION LAP SPLICE SNOWN ABOVE ARE FOR CONCRETE COVER GREATER TNAN OR EQUAL TO BAR STANDARD 180 DEGREE NOOK STANDARD 90 DEGREE HOOK 90 DEGREE 135 DEGREE 12db for #6, #7, #8 AT JOINT GRANULAR FILL GRANULAR FILL � � � ,
<br /> DIAMETER AND CENTER TO CENTER SPACING GREATER THAN OR EQUAL TO TWO BAR DIAMETERS (SPACING sAR SIZE D D A OR G J BAR SIZE D A OR G STIRRUP HOOKS�TIES STIRRUP HOOKS/TIES 135 DEG. SEISMIC STIRRUPS/TIES RE: GEOTECHNICAL ENGWEER'S RE: GEOTECHNICAL ENGINEER'S � � �
<br /> AND COVER CASE 1). T�NSION LAP SPLICE SHOWN A80VE ARE CLASS B SPLfCES. VAPOR BARRIER RECOMMENDATIONS VAPOR BARRIER RECOMMFNDATIONS . .
<br /> 3 6db 2 1 4" 5" 3" 3 2 1 4" 6" D = FINISHED INSIDE BEND DIAMETER RE: GEOTECHNICAL ENGINEER RE: GEOTECHNICAL ENGINEER O� �
<br /> 2. 'OTriER BARS' ARE ALL VERTICAL BARS AND HORIZONTAL BARS WITH LESS THAN 12" OF CONCRETE „ „ , STIRRUP HOOKS/TIES SEISMIC STIRRUP/TIE (6 MIL MIN.) ( W � ^
<br /> � � � 4 6 b 3 6 4 4 3 8 6 MIL. MIN.
<br /> � �
<br /> CAST BELOW THE BAR. 5 6db 3 3 4 7 5" 5 3 3 4' 10" ,.r .
<br /> �� �� �� �� � �� 90 DEG. 135 DEG. 135 DEG. SEISMIC HOQK �
<br /> 6 6db 4 1 2 8 6 6 4 1 2 1 -0 BAR SIZE D D - o '
<br /> 3. "TOP BARS" ARE HORIZONTAL BARS WITH MORE THAN 12° OF CONCRETE CAST BELOW THE BARS. ' A OR G A OR G APPROX. H A OR G APPROX. H � � �
<br /> 4. COMPRESSION LAP SPLICES SHALL BE 30 BAR DIAMETERS MIN. U.N.O. ON THE DRAWINGS. 3 4db 1 1 2" 4" 4" 2 1 2" 4 1 4° 3" � �' �
<br /> PROVIDE CONTROL OR CONSTRUCTION JQINTS IN SLABS ON GRADE TO PROVIDE CONTROL OR CONSTRUCTION JOINTS IN SLABS ON GRADE TO � e� �
<br /> 4 4db 2" 4 1 2" 4 1 2" 3" 4 1 2" 3" BREAK UP SLAB INTO RECTANGULAR AREAS OF 400 SQUARE FEET OR BREAK UP SLAB INTO RECTANGULAR AREAS OF 400 SQUARE FEET OR -�-' �
<br /> 5 4db 2 1 2�� 6'� 5 1 2" 3 3 4" 5 1 2" 3 3 4" U � �
<br /> 5. DEVELOPMENTIFNGTN (Ld} IS "OTHER BARS", CLASS A. ._ LESS. AREAS SHALL BE APPROX. SQUARE AND HAVE NO ACUTE LESS. AREAS SHALL BE APPRQX. SQUARE AND HAVE NO ACUTE � ;� �
<br /> 6 6db 4 1 2" 1'-0" 7 3 4" 4 1 2" 7 3 4" 4 1 2" ANGLES. JOINT LOCATIONS SNALL BE APPROVED BY THE ARCHITECT. ANGLES. JOINT LOCATIONS SHALL BE APPROVED BY THE ARCHITECT.
<br /> � o �
<br /> � � � � .,
<br /> SCALE: NONE SCALE: NONE
<br /> R0� JOINT 5 TYPICA� CO�ISTRUCT10�1 JOINT C. J� �. f :: �= £ �r ; � �� � � :F ��
<br /> 1 TYP CAL� LAP SP� CE SCNEDU�E 2 STA�1DARD H�OK DETAI�S 3 STfRR�P and TIE NOOK DETA S 4 TYP CA� SHRI�1KAGE CONT S� J. ( � �„z;;;.�,., �— ,;;,,r:;�=,,.;. ;.�;,�.::;, . ,
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<br /> GRADE RIM JOIST POST PEft PLAN POST BASE I 1" AIRSPACE (TYP) I �k`" , , �
<br /> 4X4 ABU44 \ h ' -
<br /> SHEATHING NAILING �` � ,
<br /> .
<br /> � ec�. r � i y',. ,�� i
<br /> i�n i�n n n ii n i�ii AND ANCHOR BOLTS 4X6 ABU46 P.T. SILL PLATE ,,,,_,,
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<br /> iii iii iii i�i iii PER SHEARWALL
<br /> ini ini uii ini ini AND ANCHOR BOLTS P.T. SILL PLATE `9
<br /> � ' u u u u u u �I u u u u 2 5 CONT. SCNEDULE 6X6 ABU66 — _ _ .— . . • . a. . . . " � . � �,1� \
<br /> P.T. SILL PLATE PER SHEARWALL a� �? �+
<br /> SCHEDULE � � # MAT FOUNDATION , b . '.. Q . . � . —. � �'� j� o
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<br /> �� — — — — — — �I FINISH GRADE 12" MAT FOUNDATION � ' � r�.Q ._a�_ �° :`.� �a. � �_.—. •':9 . ° � a--;. Q a 4 . � � , . r� �
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<br /> \ � _ &°v �� ; �, e n�,_ a � N #5 (� 12 O.C. P.T. SILL PLATE W � Q � z
<br /> � , , i T&B (TYP) I � °�- � � � N � �
<br /> \ N FOUNDATION DRAIN -) ( '� � #5 Q 12' O.C. � �-� � #5 � 12' O.C. z �' � , , Q � � ,N
<br /> \ � = RE: CIVIL MAY ' " E.W. T&B FOUNDATION � " E.W. T&B J � �: � � : � _, a� �� Q N � `"
<br /> � � 1 -0" 1 -0" I ::; -�- d-
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<br /> NOTE: 2'-0 NOTE: 2,_��� � -� . . . -�s--. . ° . . °
<br /> — — \ t- 1'-0�� 1'-0�- �2� #4 BOTTOM (2) #4 BOTT. � ° � .� °� a _ a' � d •� ., Q . ' ? Q . ° • .
<br /> #4 AT B.O. WALL _ _ _ EA. WAY � CONT. � �' ��_ � � �� — �
<br /> �- — \ OMIT WALL & CURB C� OMIT WALL & CURB � PER PLAN � -� - I 1-��- � � I 1= a .a� . � 4 . �d_ � . a� � �
<br /> (2) #4 AT FTG. GARAGE DOOR OPN'G. GARAGE DOOR OPN'G. I _� i -� � �- o ,
<br /> T A: POST AT SPREAD FOOTING B: POST AT THICKENED FOOTWG -) � ( � �_� � �- � �
<br /> SCA�c: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" A: SINGLE WALL C: SINGLE WALL W�STEP Z p
<br /> O p
<br /> 6 TYP CA� STEPPED FOOTING 7 TYP. EXTER OR FOOTI�IG 8 TYP. GARAGE FOOTI�IG 9 TYPICA_ POST BASE 10 TYP. TH CKE�JED SLAB � �
<br /> ❑ 0 � 0 '
<br /> �
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<br /> � � ..
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<br /> � Q -
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<br /> P.T. SILL PLATE ANCHOR BOLTS PER � w '. '
<br /> SHEATHING, NAILING
<br /> I AND ANCHOR BOLTS SHEATHING, NAILING �5C�18' O.C. � �
<br /> , SHEATHING, NAILING SHEARWALL SCHEDULE � �--
<br /> P.T. SILI PLATE PER SHEARWALL AND ANCHOR BOL.TS „ AND ANCHOR BOLTS P.T. SILL PLATE � .
<br /> SCHEDULE P.T. SILL PLATE PER SHEARWALL 2'-0"� PER SHEARWALL �
<br /> (2) �5 CONT. SCHEDULE SCHEDULE #5 C� 12° O.C. O i z
<br /> (2) #5 CONT. 5�18" O.C. �� (2) #5 CONT. (2) #5 CQNT.
<br /> � # �4�18 0.C.
<br /> 2� 2'-0" _ � -�
<br /> �" 2-� UNIT SLAB � z
<br /> � Z � � � z � UNfT SLAB I ��'-0" w ¢ ,'
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<br /> � — .. ��d �h .�- —�. . � � °" � .a . .4 . SLOPE PER ARCH ° -I I I-I � = `� �
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<br /> � I �-� ' #5C�12" O.C. : .a --'- . � . . �.a #5�12" O.C. -� � (_ � - . -r� = _ � '
<br /> EW T&B . � - - - EW T&B � a 4 . � . i E � a. . � .
<br /> � d� B� — — ° . Q . d aII . ° a �
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<br /> 1:1 ��_6�, 1'-0» 1:1 #5�12" O.C. � . i�a'.a ' a ' Q�
<br /> MIN �5@12" O.C. MIN 2-� i� � � � �
<br /> #5Q12" O.C. EW T&B #5012" O.C. �2-p' �� � ,-1 I 1- �-
<br /> 2'-0" 2,_�,� _� � �_ � r�l �
<br /> � 2'-0" �,_��� �
<br /> SCALE: 3 4" = 1'-0" 1:1 � �
<br /> � �� .
<br /> F A �1SIT 0�1 14 TYPICA� PORCH S�AB TO �J�lIT 15 TYP{CA BU LD �lG STEP 4� � „�
<br /> 11 MAT FNDN PARTY WA � @ GARAGE 12 �IOT US_D 13 TYP. G RAGE TO U�11T MAT FND�1 TRA � 0
<br /> ❑ ❑ � .
<br /> � � �
<br /> � POST PER PLAN - �OCATE PER ARCH '
<br /> PER ARCHITECTURAL ^ l �
<br /> I SHEATHING, NAILING `V �
<br /> ¢ CURB BEYOND PER SHEARWALL � -I-,
<br /> � R „ PROVIDE ABU POST BASE OR AND ANCHOR BOLTS
<br /> � 12" SQ PLINTH W/ (4)#5 � • �
<br /> � �� ° — EQUIV. AT STRUCTURAL POST 8 HOOK TOP BAR
<br /> Q Q GARAGE VERT & (2) #4 EW TOP P.T. SILL PLATE c , � f�
<br /> .
<br /> (2) #5 CONT. � �
<br /> SEE ARCHITECTURAL FOR �5@18" O.C.
<br /> COLUMN WRAP INFORMATION PAVING. SLOPE �- �
<br /> , „ 2�_�,� �
<br /> A: �AN AWAY PER CIVIL 2-0 � � .
<br /> PORCH SLAB � GARAGE SLAB , � � ^
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<br /> FINISH - - _ EW T&B � � � � � �� �� � � �a � ��� �� � i-��
<br /> GRADE 10" -� i �-� � -� � �-� � � � 4� ..
<br /> 1>_2„ 1:1 ��;;,� � _ ���;, = [�]
<br /> GRD BM (2}#5 TOP � ^ � �
<br /> MW #5�12° O.C. FTG FER PLAN
<br /> 2'-0" (2)#5 � GRADE BEAM (2}#5 BOT /
<br /> 1'-p„ - '.
<br /> TOP AND BOT �
<br /> B: ELEVATION C: SECTION
<br /> SCALE: 3�4�� - ,�-o�� SCALE: 3/4�� - ,�-o�� S E C T 0�1 A T B A L C 0�1 Y P 0 S T
<br /> 16 NOT USED 17 POST AT PORCH STE�1 WA�� 18 SECT Of� AT GARAGE 19 �IOT USED 20 FTG �C GRADE BEAM TIE-1�1 '
<br /> 0 ❑ ❑ 0 �
<br /> � ������� �
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