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f'c = 3000 psi f'c = 400� psi
<br /> 6db for #3, #4, #5 � � „ „ , SECQND POUR FIRST POUR �
<br /> BAR OTHER BARS TOP BARS OTNER BARS TOP BARS 12db for # > #7, #8 1/8 x 1 1/2 PREMOLDED CONTINUOUS
<br /> SIZE Ld LAP SPLICE LAP SPLICE Ld LAP SPLICE LAP SPLICE HOOK A or G o � �-,�' MASTIC JOINT STRIP OR FREMOLDED o
<br /> � � � � p � p ;i °� Y p ;i �� SEE PLAN FOR CONSTRUCTION JOINT (MAY BE SAWCUT AT SEE PLAN FOR BURKE "KEYED KOLD" JOINT. �
<br /> #3 16" 21" 28" l4" 18" 24" � _ _ _____� � Q ;� o ;� � SLAB TNICKNESS SLAB THICKNESS STQP REWFORCING CLEAR OF a�
<br /> OWNERS OPTION). SAWN JOINT SHALL BE
<br /> � (+ �, r+, ±) %% � +,� _ ;�' ' ,+_,� AND REINFORCING MADE AS SOON AS POSSIBLE WITNOUT AND REINFORCING JOfNT EACH SIDE. � '
<br /> #4 22" 28" 37'� 19" 25" 32" o " � ` `� (TYP.) DAMAGE TO SURFACE. (TYP.) �-
<br /> , � » » » n ¢ � � � � v
<br /> #5 27' 36' 46 24 31 40 4db or � -�
<br /> c, db � db q db , . . n
<br /> #6 33" 43" 56" 28" 37» 4��� 2 1/2" Min. z z z a.a Qa'^e a q . _9a�. a Q, . n ' � a �T< • a v- . e a. : . U
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<br /> , p �/� � � � 0 . � "�5., �� .. .. � 0�
<br /> . . . /� \�-. - - � � �
<br /> STANDARD 180 DEG EE HO T 0 �,+ �K\,;T �K\,,+ - - I � cfl
<br /> R OK S ANDARD 9 DEGREE HOOK I _ I ii� - � , i , c� o
<br /> D = FINISHED INSIDE BEND DIAMETER -��� � �
<br /> 6db for #3, #5 CUT ALT. WIRES COMPACTED UBGRADE AND COMPACTED SUBGRA E AND � � �
<br /> STANDARD 180 DEGREE HOOK STANDARD 90 DEGREE HOOK 90 DEGREE 135 DEGREE 12db for #6, #7, #8 AT JOINT GRANU�AR FILL GRANULAR FILL � � �
<br /> 1. TENSION LAP SPLICE SHOWN ABOVE ARE FOR CONCRETE GOVER GREATER THAN OR EQUAL TO BAR BAR SIZE D STIRRUP HOOKS/TIES STIRRUP NOOKS/TIES 135 DEG. SEISMIC STIRRUPSfTIES RE: GEOTECHNICAL ENGIN�ER'S RE: GEOTECHNICAL ENGINEER'S � o
<br /> DIAMETER AND CENTER TO CENTER SPACING GREATER THAN OR �QUAL TO TWO BAR DIAMETERS (SPACING D A OR G J BAR SIZE D A OR G VAPOR BARRIER RECOMMENDATIONS VAPOR BARRIER RECOMMENDATIONS � +' �
<br /> AND CQVER CASE 1). TENSION LAP SPLICE SNOWN ABOVE ARE CLASS B SPLICES. 3 6db 2 1 4" 5" 3" 3 2 1 4" 6" D - FINISNED INSIDE BEND DIAMETER RE: GEOTECHNfCAL ENGINEER RE: GEOTECHNICAL ENGINEER �� �
<br /> 2. "OTHER BARS" ARE ALL VERTICAL BARS AND HORIZONTAL BARS WITH LESS THAN 12" OF CONCRETE 4 6db 3" 6" 4" 4 3" 8" �
<br /> CAST BELOW THE BAR. 5 6db 3 3 4" 7" 5" 5 3 3 4" 10" STIRRUP HOOKS/TIES SEISMIC STIRRUP/TIE (6 MIL. MIN.) (6 MIL. MIN.) W � ^
<br /> 6 6db 4 1 2" 8" 6" 6 4 1 2" 1'-0" BAR SIZE D D gp DEG. 135 DEG. 135 DEG. SEISMIC HOOK � �
<br /> 3. "TOP BARS" ARE HORIZONTAL BARS WITH MORE THAN 12° OF CONCRETE CAST BELOW THE BARS. A OR G A OR G APPRQX. H A OR G APPROX. H � � c�
<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 /> 4 4db 2" 4 1 2" 4 1 2" 3" 4 1 2 3° PROVIDE CONTROL dR CONSTRUCTION JOINTS IN SLABS ON GRADE TO PROVIDE CONTRQL OR CONSTRUCTIQN JOINTS IN SLABS ON GRADE TO � � �,
<br /> „ , „ „ - „ „ „ BREAK UP SLAB INTO RECTANGULAR AREAS OF 400 SQUARE FEET OR BREAK UP SLAB INTO RECTANGULAR AREAS OF 400 SQUARE FEET OR � � �
<br /> 5. DEVELOPMENT LENGTH (Ld} IS OTHER BARS", CLASS A. - _ 5 4db 2 1 2' 6 5 1 2 3 3 4 5 1 2 3� LESS. AREAS SHALL BE APPROX. SQUARE AND HAVE NO ACUTE LESS. AREAS SHALL BE APPRQX. SQUARE AND HAVE Nd ACUTE U �~ �
<br /> 6 6db 4 1 2" 1'-0" 7 3 4" 4 1 2" 7 3 4" 4 1 2" � � �
<br /> ANGLES. JOINT LOCATIONS SHALL BE APPROVED BY THE ARCHITECT. ANGLES. JOINT LOCATIONS SHALL BE APPROVED BY THE ARCHITECT. � o �
<br /> +' co 0
<br /> SCALE: NONE SCALE: NONE U? .-� c�
<br /> ,
<br /> � TYP CA� �.AP SP� CE SGHEDU�E �2 STAf�DARD HOOK DETA �S 3 STIRRUP and T E NOOK DETAII�S 4 TYPICA� SNRI�lKAGE CO(�TRO� JOINT S.J. 5 TYPf�A� COf�STRUCT 0�J JO �1T C. J. � � � ; � ` � � i
<br /> 0 �� � 7 � � :: �s .
<br /> � � ��
<br /> GRADE RIM JOIST ' f U r ;
<br /> POST FER PLAN POST BASE 1" AIRSPACE (TYP) ; ;
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<br /> _ 4X4 ABU44
<br /> SHEATHING, NAILING �
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<br /> ii ii ii ri i�ii ii ii i�ii AND ANCHdR BOLTS 4X6 ABU46 P.T. SILL PLATE
<br /> i�n itin ivi iu� iui SHEATHING, NAILING
<br /> i�i u i i c i i r� i�i PER SHEARWALL � � �
<br /> iiu ini uu ini ir�G AND ANCHOR BOLTS
<br /> P.T. SILL PLATE �
<br /> Z u u i��i ���� �r�� °'� p.T. SILL P�ATE PER SHEARWALL � ) � SCHEDULE MAT FOUNDATION 6X6 ABU66 bT •. —_-- � ,� �
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<br /> `9 -�- — — — — — �L. — — — FINISH GRADE ¢ 6X8 ABU66 0 ° a a ' Q � ' Q a.� a a � � � W
<br /> � � FINISH GRADE 12n MAT FOUNDATION ' � •_�° ° a .� _a. . — .—a --<,--. . � a—q d r� � ' � �
<br /> ¢ ��—���_���— , . •
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<br /> � 1.5 H � � �� a ' Q o - - � o a o POST BASE S.O.G. I (-1 ( I- -1 I 1=' a a a �? `lb'
<br /> - - - 2 5 CONT. = a � ° _°.° 6 P� ' ��I I I I—I 'a . ° —a.d a P a.. I �Z" S4UARE I I I� I � I, �1 f �- � ���
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<br /> �' FOt1NQATION � � � � "' `�
<br /> \ � � RE: CIVIL (MAY i I 1'-0" _ E.W. T&B 1'-0" _ E.W. TBcB ¢ � � ; � I : .—� —.
<br /> Q O n1 �
<br /> �- M DRAIN RE: CIVIL � � �- a e a a — � �
<br /> � OMIT PER GEQTECH) MIN MIN � . . 4 � . "
<br /> � #5 @ 16" ALT. HOOK #5C�12" O.C. #5 C� 1&" ALT. HOOK �5C�12" O.G � � � • �' � aa • d ° a ' . d o .. , 4 a r� �
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<br /> 1 -5" NOTE: 2'-0" NOTE: 2-0' QQ' •� — � �
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<br /> #4 AT 8.0. WALL — �- EA. WAY CONT. � � � � � � ° �
<br /> - — — —� � - \ OMIT WALL & CURB @ OMIT WALL & CURB Q PER PLAN 1'-0" `�' � a� � ' �T � — . `9
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<br /> (2) #4 AT FTG. GARAGE DOOR OPN G. GARAGE DOOR OPN G.
<br /> T A: POST AT SPREAD FOOTING B: PQST AT THICKENED FOOTING ( I I-) � `� �_� � �- � o
<br /> SCALE; 3/4" = 1'-0" \
<br /> SCALE: 3/4" = 1'-0" A: SINGLE WALL C: SINGLE WALL W/STEP O O
<br /> _[�]6__ TYP CA� STEPPED FQOTING �7 TYP. EXTERIOR �OOTI�1� 8[� TYP� GA�AGE FOOTING � TYPICA� POST BASE 10 TYP� TN CKE�JED S�AB � a
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<br /> NAILING P.T. SILL PLATE ANCHOR BOLTS PER � w •
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<br /> SHEATHING, NAILING SHEATHING, NAILING SHEARWALL SCHEDULE � �-
<br /> AND ANCHOR BOLTS #5C�18" O.C.
<br /> P.T. SILL PLATE PER SHEARWALL AND ANCHOR BOLTS AND ANCHOR BOLTS
<br /> SCHEDULE P.T. SILL PLATE PER SHEARWALL 2'-0"��� PER SHEARWALL P.T. SILL PLATE � �
<br /> (2) �5 CONT. SCHEDULE
<br /> SCHEDULE (2) #5 CONT. #5 C� 12" O.C. z i W
<br /> (2) #5 CONT. #5�18" O.C. � (2) �5 CONT.
<br /> #4@180' O.C.
<br /> 2'-0" 2'_p" � 1'-Q"
<br /> � Q� W � � Q � UNIT SLAB � ��_�» UNIT SLAB � Q
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<br /> 11 MAT F�JD�1 PARTY WA � @ GARAGE � � �
<br /> 0 � 1 2 �J O T U S E D 1 3 T Y P. �A R A G E T O ��l T �A T F N D�I T R A�I S I T O f� 1 4 T Y P C A P O R C H S A B T O U�l I T 1 5 T Y P I C A� B U I�D I�1 G S T E P
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<br /> PRQVIDE ABU POST BASE OR PER SHEARWALL �
<br /> � ` ° ° - - - EQUIV. AT STRUCTURAL POST 8 HOOK TQP BAR 12" SQ PLINTH W/ (4)#5 P.T. SILL PLATE �
<br /> � � GARAGE VERT & (2) #4 EW TOP � .��..�
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<br /> SEE ARCHITECTURAL FOR � #5�18" O.C. - O
<br /> COLUMN WRAP INFORMATION PAVING. SLOPE _ �
<br /> AWAY PER CIVIL
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<br /> A: LAN 2-0
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