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f'c = 3000 psi f'c = 4000 psi
<br /> 6db for #3, #4, #5 � � , „ , SECOND POUR FIRST POUR �
<br /> BAR OTHER BARS TOP BARS OTHER BARS TOP BARS 12db for �6, #7, #8 1/8' x 1 1/2 PREMOLDED CONTINUOUS
<br /> HOOK A or G o 0 6 6,
<br /> SIZE Ld LAP SPLICE LAP SPLICE Ld LAP SPLICE LAP SPLICE ��� MASTIC JOINT STRIP OR PREMOLDED o
<br /> Q Q
<br /> � � � � p � p ;; °� � p ;; �� SEE PLAN FOR CONSTRUCTION JOINT (MAY BE SAWCUT AT SEE PLAN FOR BURKE °KEYED KOLD" JOINT. �
<br /> #3 16" 21" 28�� 14" 18" 24" � � � '� � '� � SLAB THICKNESS SLAB TNICKNESS STOP REINFORCING CLEAR OF a�
<br /> ----__, o � o � OWNERS OPTION�. SAWN JQINT SHALL BE
<br /> -a ;+ �, �,+, +;� 2 `;,� ',+_,� _ �,,�'`,+_,� AND REINFORCING MADE AS SOON AS POSSfBLE WITHOUT AND REINFORCWG JOINT EACH SfDE. � .
<br /> #4 22" 28" 37" 19" 25" 32" Q � (TYP.) DAMAGE TO SURFACE. (TYP.) �
<br /> . . . . . .. .. . . .. . N ..
<br /> n » v n � � � � • �
<br /> #5 27" 36" 46 24 31 40 � o o � I U
<br /> 4db ar �, db �, db �, db ~
<br /> t) )) !1 )! » 1� � �/� Min. z z z �.d�d '� Q�� � . Q� '�. . .; : ��O,d� ' (J�.�..p. � . � �� . . d ..�_'d � O d� . ..4. ��� . �a d � � ,Q� �
<br /> z �
<br /> #6 33 43 56 28 37 48 � �� . . . � -
<br /> _1 J _1 .. "d'""r' _.n. . ���, a.— -^d o �° d �
<br /> _ _ — , .. .., ..^ .. '
<br /> Q Q Q Q• O . G�'. �. 4 Q Q Q ' �d . , d� �4 /'\
<br /> a' 4 a. �
<br /> _ � � Q 0 Q � ' "
<br /> a o a o .�r- �� o 0 0 ���- -��
<br /> �K�+ �K�+ �+ _ � co
<br /> �
<br /> STANDARD 18Q DEGREE NOOK STANDARQ 90 DEGREE HOOK '� � ' I I�I�_I� � 1= -1 =1 -�-1�i � �
<br /> D = FINISNED INSIDE BEND DfAMETER '�� -���' "��� `��� � � �� � � o
<br /> �
<br /> 6db for #3, , #5 CUT ALT. WIRES COMPACTED UBGRADE AND CQMPACTED SUBGRA E AND � � �
<br /> STANDARD 180 DEGREE HOOK STANDARD 90 DEGREE HOOK 90 QEGREE 135 DEGREE 12db for #6, #7, #8 AT JOINT GRANULAR FILL GRANULAR FILL � U� �
<br /> 1. TENSION LAP SPLICE SHOWN ABOVE ARE FOR CONCRETE COVER GREATER TNAN OR EQUAL TO BAR BAR SIZE D STIRRUP HOOKS/TIES STIRRUP HOOKS/TIES 135 QEG. SEISMIC STIRRUPS/TIES RE: GEOTECHNICAL ENGWEER'S RE: GEOTECHNICAL ENGINEER'S � �
<br /> DIAMETER AND CENTER TO CENTER SPACING GREATER THAN OR EQUAL TO TWO BAR DIAMETERS (SPACING D A OR G J BAR SIZE D A OR G VAPOR BARRIER RECOMMENDATIONS � -�
<br /> AND COVER CASE 1). TENSION LAP SPLICE SHOWN ABOVE ARE CLASS B SP�ICES. VAPOR BARRIER RECOMMENDATI�NS . ,
<br /> 3 6db 2 1 4° 5" 3' 3 2 1 4" 6" D = FINfSNED INSIDE BEND DIAMETER RE: GEOTECHNICAL ENGIN�ER RE: GEOTECHNICAL ENGINEER � �
<br /> 2. "OTHER BARS" ARE ALL VERTICAL BARS AND HORIZQNTAL BARS WITH LESS THAN 12° OF CONCRETE 4 6db 3" 6" 4�� 4 3" 8" STIRRUP HOOKS/TIES SEISMIC STIRRUP/TlE (6 MIL MIN.) (6 MIL. MIN.) � �
<br /> CAST aELOW TNE BAR. 5 6db 3 3 4" 7° 5 5 3 3 4' 10' I.-� � ;�
<br /> 6 6db 4 1 2° 8'� 6" 6 4 1 2" 1'-0° 90 DEG. 135 DEG. 135 DEG. SEISMIC HOOK �, �
<br /> 3. "TOP BARS" ARE HORIZONTAL BARS WITH MORE THAN 12" OF CONCRETE CAST BELOW THE SARS. BAR SIZE D D A OR G A OR G APPRQX. H A OR G APPROX. H � ° c�
<br /> 4. COMPRESSION LAP SPLICES SNALL 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;; � H �
<br /> 4 4db 2 4 1 2 4 1 2 3 4 1 2 3 PROVIDE CONTROL OR CONSTRUCTION JOINTS IN SLABS ON GRADE TO PRQVIpE CONTROL OR CONSTRUCTION JOINTS IN SLABS ON GRADE TO e�
<br /> BREAK UP SLAB lNTO RECTANGULAR AREAS OF 400 SQUARE FEET OR BREAK UP SLAB WTO REGTANGULAR AREAS OF 400 SQUARE FEET OR -� � �
<br /> » „ „ ,� » ,� � �
<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 3/4 LESS. AREAS SHALL BE APPROX. SQUARE AND HAVE NO ACUTE LESS. AREAS SHALL BE APPROX. SQUARE AND HAVE NO ACUTE U � �
<br /> 6 6db 4 1 2" 1'-0" 7 3 4° 4 1 2" 7 3 4" 4 1 2" ANGLES. JOINT LOCATIONS SHALL BE APPROVED BY THE ARCHITECT. ANGLES. JOINT LOCATIONS SHALL BE APPROVED BY TNE ARCHITECT. � �
<br /> s-- o co
<br /> _ _ -:J � o
<br /> SCALE: NONE SCALE: NONF � � �
<br /> 1 TYP CA� �AP SP�ICE SCHEDU�E 2 STA�IDARD N001� DETAi�S 3 ST RRUP and TIE NOOK DETA �S 4 TYPICA� SNR1�1{�AGE CO�1TR0� JOINT S.J. 5 TYPICA� CO�ISTRUCT10�1 JO NT (C. J. ) . ' F-- ., ` : �
<br /> � 0 0 � � � � f .
<br /> , U � �; �
<br /> GRADE RIM JOfST PQST PER PLAN POST BASE I 1" AfRSPACE (TYP) � ,
<br /> � i;
<br /> 4X4 ABU44 }�
<br /> SHEATNING, NAILING � Y
<br /> n,i �i ii i�ii ii ii u ii AND ANCHOR BOLTS 4X6 ABU46 P.T. �ILL PLATE
<br /> nri ivi niE nri nn SHEATNING, NAILWG
<br /> ��i i�i i�i i�i i�i PER SHEARWAL.L �
<br /> i��i i�ii i��i ir�i i��i AND ANCHQR BOLTS P.T. SILL PLATE SCHEDULE 6X6 ABU66 � a. . . 5 �I�� � N
<br /> z � u�� ��!� °° 011 ���� PER SHEARWAI.L
<br /> � �� �� � P.T. SILL PLATE 2 5 CONT. — . - - a ci��
<br /> SCHEDULE � � # MAT FOUNDATION „ . . • • • . , -�a- �� �
<br /> C9 " — — __._ — .._ ,— �7tL — T �. FINISH GRADE Q 6X8 ABU66 0 ° . . ° . 4' ° e. ..Q � . � �: . � ��� o
<br /> I I I I » > I ' aa a a. . q a . . a ti � w
<br /> �� � FINISN GRADE � - � •.— —•�r- — • .. Q a. 4 ' � � ' � �
<br /> z '-'-'-'-'- 12 MAT FOUNDATION •_ — ° a _a. ° ---� ... � .
<br /> ¢ -I I I-I I I-)((- POST PER PLAN - LOCATE r°n - a . : a . 4 . a . . d a . • ,�� �
<br /> � ���-���-���-��� . � � .- PER ARCHITECTURAL � s�, a . �' o
<br /> S S Tr- — -� � d_ � � - � �� °; CONC. � � � � � `�� �'. a' 4 '° — . c��� r�`�„
<br /> w 1.5 H � � ii .Q � _ � a � . - POST BASE -� I 1-1 I �- I I I; a .a . a . , • ����, �, � .
<br /> a. � ��d . Q . � o � a . co S.O.G. _� i }I ( I-
<br /> a � ° a.a� d -� _� � �-� a ° a.a � 4 � ' 12" S4UARE � I I `� � ��
<br /> — — 2 5 CONT. - � — � p'� I � �- . . _ � C C. LINTH �, , ,� � �
<br /> - O # a : . �� � ' � �-� �a . . � �{ ON P �i B: PARfiY WALL D: PARTY W LL W STEP
<br /> '� � -� � °. .. � � �' � (2) �5 CONT. � , � � �ta � �; � ;� —r--
<br /> a. � o.
<br /> � _ _ � � � ���—� a — =1 I I'-1 I I � �� _� ° — =1 I 1�-1 I I N ii�i- -ii��. ii=,iiT „ � � �
<br /> � o °°�' �gP° 4 • � �= - ° •
<br /> � � #5 C� 12 O.C. P.T. SILL PLATE �- � � � �=a z �
<br /> N � � W W Q >- E-� \ O
<br /> \ � VJ p_ � Q N � �
<br /> � �, FOUNDATION DRAIN =I � � #5 C� 12" O.C. � �-� � #5 C� 12" O.C. �, � T&B TYP � \
<br /> \ � = RE: CIVIL MAY ' ' " E.W. T&B FQUNDATIQN > > �' E,W. T&B ¢ � . � � _ a e. o N `�'
<br /> t i � 1 -0' 1 -0' , 1 :—.—' — — -�- d- �
<br /> -�- � DRAIN RE: CIVIL � � °- a e . a
<br /> � OMIT PER GEOTECH) MlN MIN � ° a a . `- �
<br /> 5@12° O.C. #5Q12" O.C. � � � • � ° .° . � � ° "a
<br /> �>^5» � �5 @ 16" ALT. HOOK # 2_0„ #5 � 16" ALT. HOOK 2'-p>, _ -----•� �—a. � — . a ° �- o— ., . • w p
<br /> NOTE: NOTE: � a � a � � ° . � d � �.. o ,� q
<br /> 2 4 BOTTOM 2 4 BOTT. �°'�°� a d a ' � °
<br /> 4 AT B.O. WALL � ~ �, 1'-0�- 1'-Q'-/�- � ) � � ) # �, � � . Q.. a . -
<br /> � - - EA. WAY CONT. � � � � b _ co
<br /> - — — — � — - \ OMIT NEALL & CURB C� OMIT WALL & CURB C� � , `� �_���I I 1= 4� .a� 4 � . d �
<br /> PER PLAN 1 -0" � �
<br /> (2) #4 AT FTG. GARAGE DOOR OPN'G. GARAGE DOOR OPN'G. �� ���- � °
<br /> T A: POST AT SPREAD FOOTING B: POST AT THICKENED FOOTING � I I�� � `� �_� ( �T � �
<br /> SCALE: 3/4" = 1'-0"
<br /> SCALE: 3/4" = 1'-0" A: SINGLE WALL C: SINGLE WALL W/STEP � p
<br /> �6 TYPICAL STEPPED FOOTI�IG 07 TYP. EXTERIQR FOaT �1G 08 TYP� GARAGE FQOTI�lG � TYP �A� POST BASE 10 TYP� TH CKE�}ED S�AB > �
<br /> �
<br /> W
<br /> Q �
<br /> �
<br /> Q
<br /> � �
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<br /> �
<br /> SHEATHING, NAILING AND �'
<br /> SHEATNING, NAILING P.T. SILL PLATE ANCHOR BOLTS PER � w ,
<br /> AND ANCHOR BOLTS
<br /> SHEATHING, NAILING SHEATHING, NAI�ING SHEARWALL SCHEDULE W �
<br /> P.T. SILL PLATE PER SHEARWALL
<br /> AND ANCNOR BOLTS �5�18" O.C. AND ANCHOR BOLTS �
<br /> SCNEDUI.E P.T. SILL PLATE PER SHEARWALL 2'-p° 2�-�" PER SHEARWALL P.T. SILL PLATE �
<br /> (2} �5 CONT. SCHEDULE
<br /> SCHEDULE (2) #5 CONT. #5 � 12" O.C. Z i W
<br /> (2) #5 CONT. #5�18" O.C. �� (2) #5 CONT.
<br /> #4�18 O.G _
<br /> I 2'-0" � �, 2'-0" - 1'-0"
<br /> � z v, � z UNIT SLAB �2 TQ ���_p» UNIT SLAB � z ��
<br /> Q � Q _ . _ . Q
<br /> �, J �, J . a. a. � � � � -' i'�
<br /> � � i�i i i � . _
<br /> n- � � °- o . d. . a- .e. � . �" z S.O.G. 1 4.- ^
<br /> _ — � d . a iIIi: � (SLOPE PER ARCH) ��� Q 4 Q. . 4 ° Q ' Q, — � — � ° ii �
<br /> � 4 4 i if �^.a � � Q a �c.: � o . � '_a a . ii �
<br /> 1�� 9�f a .
<br /> '-�\ . � a,_.-- .--� —/�—� � . iu
<br /> � � � • ° . a " a " � . ` ° a .�. � GARAGE SLAB � a Q - - '. ° ° a o � ° � d ' � -�-1
<br /> � ° III I I v a . c a . I I _
<br /> a°.". . _ ���'.�,. ,o. �, ° a � ° ' SLOPE PER ARCH p =I I �-I a � � ° '�� Q_° _ 'T .'l � � .
<br /> � a a 4 � _ I—III � �' °
<br /> � . • . . T � � � t � a. � .e 4 � �
<br /> � 8 8� � °' n �._ T ° ' a ' ` _ � , ' �_I .I a � B \ d'a QI
<br /> � � a 4.' a ' . a . �p n oa . . ^
<br /> 1 ���— � .d° ' ° ' • � .0 ' I � • ' � ° O�
<br /> �� � � I- -1I �._ � e' � =:.f — �_.� .A a I I��� � �� � � I- a
<br /> -I I I I ' #�J@�2�� �.C. : •j .. _!_ c . . � .. ��a #5�12�� �.C. ' I � I I ' •. — .. .�� a .
<br /> EW T&B � . � _ _ _ EW T&B \ , ° ' . ��� a . �
<br /> � ° a ii �
<br /> � � � - .
<br /> a. �a.
<br /> 1:1 � > 1:1 5�12" O.C. �. °{� a. � /���
<br /> 1�'6n � -�� � q � , a ' �(/
<br /> MIN #5�12" O.C. MIN 2�-0" �i � �Z'
<br /> #5t�12" O.C. EW T&B �5@12" 0 C. „ -�2�-0-' �) � -1 I I,- � �
<br /> -Z-�� , , „ 2-Q � -� ! I_. � � �
<br /> '�-0" 1 -0�- � �
<br /> 1:1
<br /> SCALE; 3/4" = 1'-0° � o
<br /> 11 �1AT FNDN PARTY WA�� @ GARAGE 12 �IOT uSED 13 TYP. �ARAGE TO UN T f�AT �f�D�l TRA�IS T ON 14 TYPICA� PORCH S�AB TO U�IIT 15 TYPICA� BU �DI�J � STEP 4J �
<br /> _ � �
<br /> POST PER PLAN LOCATE PER ARCH �
<br /> PER ARCHITECTl1RAL Q
<br /> z I CURB BEYOND ANDAANICHOR BIOIN S � �
<br /> ¢ PROVIDE ABU POST BASE OR PER SHEARWALL �� �
<br /> �- " " 8" 12" SQ PLWTH W/ (4)#5 �
<br /> Q �� " - - EQUIV. AT STRUCTURAL POST HOOK TOP BAR VERT & (2) #4 EW TOP P.T. SILL PLATE �
<br /> Q GARAGE �
<br /> SEE ARCHITECTURAL FOR #5Q18" O.C. �2) �5 CONT. � �
<br /> COLUMN WRAP 1NFORMATION PAVING. SLOPE �- { � o
<br /> A: LAN AWAY PER CIVfL 2'_�" 2'-0" �
<br /> PORCH SLAB GARAGE SLAB
<br /> . '�' � � �
<br /> ( t1 � C � -� � .d Q_ , � • � ° " O p� � �. lj a _.a '—r- Q . ' ' O V �V
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<br /> �� � �
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<br /> �' } ' -'' � ' . .� 4 �� d —I I I d I — _ — _ —) _ — � .� . �4 . ' r{
<br /> � �� '�� � �I � �_� � � � ° _� �°� � 1 I I I=I I=I I I=I I I=i I I=I I I=I I I=1 I I � od . a � � �
<br /> , � ,, � z � il- � ` a : � �,� - - -. _ = _ — ) � / � -1I1= � � F��
<br /> � � � ..� II�' { . Q� 'd . � d �� d.. . .d . 4; :d�� . . d •G —L] Q' ( . .Q � ' P . --i� ' _—) I I—_ � � y!��''
<br /> ��� !A �.. �� �� —(�� .V I� _�—o — .4 � �.d � 4 4 I:�a � _/ �a�—1 I I—I I— • � LJ� I
<br /> ° . � . . a a � a . � . I ° °_,�.I I I I I I I l ►�+ �
<br /> ;� a #5�12" O.C.
<br /> FINISH = = - EW T&B �a �s � � � � � �� � � � �a ����� � � �
<br /> 10" -���-�� -� � �-�� � �
<br /> GRADE �,_2„ 1:1 _.��,� � �= - - �
<br /> MIN » GRD BM (2)#5 TOP � � w
<br /> #5@12 O.C. FTG PER PLAN
<br /> 2'-0" (2)�5 @ GRADE BEAM (2)#5 BOT /
<br /> 1'-0"f- TOP AND BOT ^_�
<br /> B: F_LEVATION C: SECTION �
<br /> SCALE: 3/4" = 1'-Q" SCALE: 3/4" = 1'-0° S E C TI 0�1 A T B A�C 0�! Y P 0 S T
<br /> 16 �10T USED 17 POST AT PORCN STE�1 WA�� 18 SECTIOf� AT GARAGE 19 �lOT USED 20 FTG 8c GRADE BEANI TIE—I�1 '
<br />
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