|
f'c = 3000 psi _ f'c = 4000 psi 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' �
<br /> SIZE Ld LAP SPLICE �AP SPLICE Ld LAP SPLICE LAP SPLICE �'� MASTIC JOINT STRIP OR PREMOLDED o
<br /> � � p � p �� �" Y p ;; �;� SEE PLAN FOR CONSTRUCTION JOINT (MAY BE SAWCUT AT SEE PLAN F�R BURKE "KEYED KOLD" JOINT. � �
<br /> #3 16° 21" 28" 14" 18" 24° � _ __, � o �; o �' SLAB THICKNESS OWNERS OPTION�. SAWN JOINT SHALL BE SL,AB THICKNESS STOP REINFORCING CLEAR OF �
<br /> ` - �; � �,,;% ��-,� AND REINFORCING MADE AS SOON AS POSSISLE WITHOUT AND REINFORCING JOINT EACH SIDE. �
<br /> „ „ » �� » „ � ;+ � ;±, `+,, `/, + _
<br /> #4 22 28 37 19 25 32 (TYP.) DAMAGE TO SURFACE. (TYP.) �
<br /> � �
<br /> o �
<br /> N
<br /> #5 27" 36° 46° 24" 31" 40" 4db or ¢ � � db � db � db . . . . . I U �
<br /> c� c� ca a.d. ' � • . a� . . . 9a �<a .,. . < a . _ . aa. : z
<br />/ » u u er » n 2 1/2�� ��n. J Z J .4_, '�--�.' � _< • ' _ d _6_ �-=d'd a.. �_ ',n ,- . . da• .�_..: — i-�
<br /> #6 33 43 56 28 37 48 <. �- e�, � < . ,< ^Q _ Q °'
<br /> 4 Q 4 ,^ �
<br /> Q Q Q a . d' a : � v<
<br /> Q O Q O Q O Q o �� , . �^ o 0 0 ��- �� �
<br /> �k \.+ �K \.+ �K� - - - � �
<br /> STANDARD 180 DEGREE HOOK STANDARD 90 DEGREE HOOK '� '� � �I1=1�i1,-T�I-I���� � I T I�l i i II- _Ib� `�_�„_�T i ' c� o
<br /> D = FINISHED INSIDE BEND DIAMETER "
<br /> � �
<br /> 6db for #3, , #5 CUT ALT. WIRES COMPACTEQ UBGRADE ANQ COMPACTED SUBGRA E AND
<br /> 7 8 GRANULAR FILL GRANULAR FILL � � �
<br /> 1. TENSION LAP SPLICE SHOWN ABOVE ARE FOR CONCRET� GOVER GREATER THAN OR EQUAL TO BAR BAR SIZE p STANDARD 180 DEGREE HOOK STANDARD 90 QEGREE HQOK 90 DEGREE 135 DEGREE 12db for #6, # , # AT JOINT � � cfl '
<br /> DIAMETER ANp CENTER TO C�NTER SPACING GREATER TNAN OR �QUAL TO TWO BAR DIAMETERS (SPACING D A OR G J BAR SIZE D A OR G STfRRUP HOOKS/TIES STIRRUP NOOKS/TIES 135 DEG. SEISMIC STIRRUPS/TIES RE: GEOTECHNICAL ENGINEER'S RE: GEOTECHNICAL ENGINEER'S � � �
<br /> AND COVER CASE 1 . TENSION LAP SPLICE SHOWN ABOVE ARE CLASS B SPLICES. VAPOR BARRIER RECOMMENDATIONS VAPOR BARRIER RECOMMENDATIONS .
<br /> � 3 6db 2 1 4" 5" 3" 3 2 1 4" 6" D = FINISHED INSIDE BEND DIAMETER RE: GEOTECHNICAL ENGINEER RE: GEOT�CHNICAL ENGINEER � �
<br /> 2. "QTHER BARS° ARE ALL VERTICAL BARS AND HORIZONTAL BARS WITH LESS THAN 12" QF CONCRETE 4 6db 3" 6" 4�� 4 3" 8" STIRRUP HOOKS f TIES SEISMIC STIRRUP/TIE (6 MfL. MIN.) (6 MIL MIN.) W �
<br /> CAST BELOW THE BAR. 5 6db 3 3 4 7" 5 5 3 3 4' 10' �
<br /> �� �� �> �> � �� 9Q DEG. 135 DEG. 135 DEG. SEISMIC HOOK � %
<br /> 6 6db 4 1 2 8 6 6 4 1 2 1 -0 -
<br /> i
<br /> 3. "TOP BARS" ARE HORIZONTAL BARS WITH MORE THAN 12" OF CONCRETE CAST BELOW THE BARS. BAft SIZE D Q A OR G A QR 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 2u 4" 4" 2 1 2"__ 4 1 4" 3" PROVIDE CONTROL OR CONSTRUCTION JOINTS IN SLABS ON GRADE TO PROVIDE CONTROL OR CONSTRUCTION JOINTS IN SLABS ON GRADE TO � � �
<br /> 4 4db 2" 4 1 2" 4 1 2" 3" 4 1 2" 3"
<br /> BREAK UP SLAB INTO RECTANGULAR AREAS OF 400 SQUARE FEET OR BREAK UP SLAB fNTO RECTANGULAR AREAS OF 400 SQUARE FEET OR '� '
<br /> �
<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 SNALL BE APPROVED BY THE ARCHITECT. ANGLFS. JOINT LOCATIONS SHALL BE APPROVED BY THE ARCHITECT. � �
<br /> � o �
<br /> -r' � o
<br /> U) ,-+ c�
<br /> _ SCALE: NONE SCALE: NONE -
<br /> 1 TYP CA� �AP SP� CE SCHEDU�E 2 STANDARD N001� DETA �S 3 STIRR�P and TIE HOOK DETAI�S 4 TYP CA� SNRI�II�AGE C0�1TR0� JO �1T S.J. 5 TYPCCA� C0�ISTRUCTfOf� JOI�1T C. J.) ; �— � �Y` ° ts
<br /> � 0 �� ❑ � � � �
<br /> U a �;
<br /> GRADE RIM JOIST POST PER PLAN POST BASE 1" AIRSPACE (TYP) I 3`
<br /> ,..
<br /> ,
<br /> 4X4 ABU44
<br /> -- -- SHFATHING, NAILING K : �-' ....ti ��� � . ..��'"
<br />� n ii ii a � i�ii i�n i�i� AND ANCHOR BOLTS 4X6 ABU46 P.T. SILL PLATE
<br /> nn iui nir nn iu� SHEATHING, NAILING
<br /> ��� ��� ��� ��� �r� P.T. SILL PLATE PER SHEARWALL --- �
<br /> ���i i��i i��� i��� ir�� AND ANCHOR BOLTS �
<br /> SCHEDULE `�
<br /> z � ��° ���� ���� ���� ��u P.T. SILL PLATE PER SHEARWALL 2 5 CONT. 6X6 ABU66 . _ _` a. . 2 _ --- � ���� � '
<br /> � __. i� i i SCHEDULE � ) # MAT FOUNDATION b --• • � '. �. �' �� o
<br /> `D �- — — — — — — ��� — — — FINISH GRADE 4 6X8 ABU66 0 °. . , a . . o�. ° I d a .Q.. a �. � °°�• . �Q � r�,��
<br /> I I I I » > � da n. . . p . . . Q �r
<br /> �� �� FINISH GRADE � 12 MAT FOUNDATION — —'.a ° —a. — .�° -�- .. ' a- • � � .
<br /> � �- ' . —. . . .
<br /> ¢ ,�-���-���-_ . POST PER PLAN - LOCATE aa . a � ' o a. .a a. • � � . ' � �
<br /> � S ���I I I���I I I;��I I I��� S . ; a � z �� PER ARCHiTECTURAL � � _. �: Q ._ r o
<br /> °� a ° a, ��
<br /> c'` W
<br /> c � � _�� '_ a � `8 ID `g `8 � , . � rJ
<br /> � � z i�� �Q � � � _ � a � � � - POST BASE CONC. -� � �-�� � -I f I,- a .a-�' ° 4 -�d . • e � ��. ��b, ��
<br /> � 1.5 H � ��d � a . o a _ o S.O.G. _� � -1 I I- ' �.� �'
<br /> - a-!, . =4.a� � a � � . � -� � �-) a . ° _�.a� 6 � � 12" SQUARE � � � �rti, , ,I I t- � �j�
<br /> a p—. I — a?s.. .
<br /> - - - (2) #5 CONT. � Q �--� . z � (,Ti_i -�a �-� �r CONC. PLINTH �i B: PAR Y WALL D: PARTY W LL W STEP
<br /> � � -� � � a . . � � � � (2) #5 CONT. .o � . � �-� � �; � �;
<br />, i-i . .. a � ,� � . ,
<br /> -�- - - Q � � °� , , � _ =1I I'-1II �9 °� � � _ =1I1-1I I N i�ii_ -ii�i �ii� » � � �-
<br /> � � ��� � a-� �� a�—� a � � � �., #5 @ 12 O.G P.T. SILL PLATE ° � Q � � � � o
<br /> \ � T&B (TYP) � vi-, �- o_ � Q �, � �o
<br /> � FOUNDATION DRAIN I I II � #5 C� 12" O.C. � (-I . � #5 � 12" O.C. �" U, Q N
<br /> \ � FQUNDATION � " E.W. T&B Q � . . \ M �
<br /> \ � = RE: CIVIL (MAY � 1'-0" _ E.W. T&B 1 -0" � 0. Q -- .=--: I :— — =. . . , .
<br /> N
<br /> �' • " v � d'
<br /> � �-- � DRAIN RE: CIVIL -� � �
<br /> \ OMIT PER GEOTECH� MIN MIN » � � a � a � � �a � ° Q. ° `a a � � • " t:-i
<br /> > > \ , #5 C� 16" ALT. HOOK #5�12' O.C. #5 C� 16" ALT. HOOK #5@12 O.C. o- � . �. ;� 4 a ' Q. 4 � d �_.__a �•° � 0
<br /> 1 -5 _ �•�. • � a Q e. a4 ' � .-,
<br /> NOTE: 2'-��� NOTE: 2'-0" •— .. _
<br /> , , , (2) #4 BOTTOM (2} #4 BOTT. Q° °� tl d °
<br /> #4 AT B.O. WALL - —_ - � � 1'-0�- 1 -Of'_ EA. WAY � CONT. �' � � � `� �_ -� . ° �. � _ � �
<br /> _-�- — � OMIT WAL� & GURB C� OMIT WALL & CURB C� ' �� ( �=1 I I��(' a ` � � . � ° • o
<br /> 2 4 AT FTG. GARAGE DOOR QPN'G. GARAGE DOOR OPN'G. PER PLAN 1�-0� 4
<br /> � ) # - fl-lli- - -
<br /> T A: POST AT SPREAD FOOTING B: POST AT THICKENED FOQTING � I- �
<br /> 1,-1 I � o
<br />, SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" A: SINGLE WALL C: SINGLE WALL W/STEP a o
<br /> 6 TYPICA� STEPPED F�OT �1G 7 TYP� EXTER OR FOOT �1G 8 TYP. GARA�E FOOTING 0 TYP CA� POST BASE 10 TYP. TH C�CE�lED S�AB > �'
<br /> Q Q ��
<br /> �
<br /> — - _- _ _ _ W
<br /> _ _ - - � �
<br /> Q �-
<br /> � � .
<br /> � �
<br /> p� �j .
<br /> �
<br /> SHEATHING, NAILING ANp "'
<br /> P.T. SIL� P�ATE ANCHOR BOLTS PER � w
<br /> SHEATHING, NAILING SHEATHING, NAILING SHEATHING, NAILING SHEARWALL SCHEDULE � �
<br /> ANQ ANCHOR BOLTS �5@18" O.C. �
<br /> P.T. SILL PLATE PFR SHEARWALL AND ANCHQR BOLTS AND ANCHOR BOLTS
<br /> PER SHEARWALL 2'-0" 2�-��� PER SHEARWALL P.T. SILL PLATE �
<br /> (2) #5 CONT. SCHEDULE P.T. SILL PLATE SCNEDULE � SCHEDULE (2) #5 CONT. �5 (� 12" O.C. O i �z
<br />� �
<br /> I (2) #5 CONL #5�18" O.C. (2) #5 CONT.
<br /> #4C�18" O.C.
<br /> �,^Q��
<br /> _ 2�_a�� 2>_�,> 2'-0» �
<br /> � z �, � z , UNIT SLAB � ���_�» UNIT SLAB � ¢ .
<br /> � � Q ili .i i n � s., 'a, a. �� z S.O.G. y i` -�-. a—;.. � 4 °_ °- i i
<br /> � � ii o a. . . a ir . . -
<br /> . � . _ . , .:— —. i � Q � a �.i i: � � (SLOPE PER ARCH) i i° . � . . — . -
<br /> o a, i�
<br /> . � ° ° �— � ��" �" T a a i i �
<br /> ° ' Q' ' I I I a ' ° � d � __�. a._-- —e a�/�— o z a .a ' ' Jq
<br /> o z a : �u. ,9��Q .. a . a a�— a .� GARAGE SLAB n`�- Q a - - �� ° a . a.° _. � � • ° ° . 4 �° . " �i _
<br /> a 'I
<br /> � Q ._,__ _ .: 4 .� �a. 4 � � ° � , a • �° • � SLOPE PER ARCH ° �_) I I-I I a : �y ' ° � —. :Q. . .a u � 4.�
<br /> ° : . � �` '�� �a _ . . . � � � ( f m /( ; ��,�� �
<br /> I— d / • �
<br /> � .. � O� .�.�_ ._.�_ .4 '. :' Q . ♦ � � �—� . �.' � ' a/- � cg .\ Q�a :. . QI
<br /> m� � � ° � a a. ° . _ ° . o a a . e' ('� �
<br /> -1 � �—� � �- —� � I���i 8 �.I 'd° — d' 4. � �n ' I ( '^aa.. � _III^��� � -v� 'II . a �1
<br /> � ( �-� ' #5@12" O.C. �Q a .— .. a #5C�12" O.C. � ( ( � �� — — �
<br /> i EW T&B . - - -
<br /> EW T&B � � �f a .
<br /> ° . a ii �
<br /> � d� � — — v'. � _ � a{I' ° • °_ a 1.�
<br /> 1:1 ��_6�� �'_p°' ��� #5@12" O.C. Q �v ��° .a ' a' � � (U .
<br /> 5C�12" O.C. z�^��� �� � F-�-1
<br /> #5�12° O.C. MIN # EW T&B MIN #5t�12" O.C. - -�'-0" �I `�' .�I I 1= �
<br /> 2'-0" �
<br /> 2, �,� _� � �_ � �� �
<br /> � 2'-0" 1,_��. � • PI .
<br /> 1:1 � �
<br /> SCALE: 3 f 4" = 1'-0" � o
<br /> �11 N1AT F�IDf� PARTY WAI�� @ GARAGE 12 �1�T USED 13 TYP. GARAGE TO ��11T N1AT FNDN TRAf�SITIOf� 14 TYPICA� PORCN S�AB TO �J�11T 15 TYPICA� BUILDIf�G STEP 4� �
<br /> �
<br /> . _ _ _ �
<br /> POST PER PLAN - �OCATE PER ARCH
<br />, I PER ARCHITECTURAL SHEATHING, NAILING � �
<br /> z CURB BEYOND AND ANCHOR BOLTS �„� �^'
<br /> � ,I ii PRQVIDE ABU POST BASE OR 12" SQ PLINTH W/ (4)#5 PER SHEARWALL � l � .
<br /> � - - EQUIV. AT STRUCTURAL POST � HOOK TOP BAR P.T. SiLL PLATE �J
<br /> � Q GARAGE VERT & (2) #4 EW TOP � �j
<br /> SEE ARCHITECTURAL FOR #5@18" O.C. (�) #5 CONT. U �
<br /> COLUMN WRAP INfORMATION PAVING. SLOPE �- � � •
<br /> A: LAN AWAY PER CIVIL. 2'-0"� �
<br /> PORCH SLAB � GARAGE SLAB �
<br /> n li• — — �
<br /> # . .. � .�._Q —d'•. d d . ' �. .z • , Q � �—. v � _ �
<br /> • „ . . � . . � . ' _ � , Q. LQ ' ' � .. � l� � ..G . q � O � O
<br /> - - I� �I � � � ° � ' � �
<br /> i I �- �� ii,-ii a. - - - - - - — �/
<br /> z - �- -� -I - t . � .. ° °�./ o �� � i _
<br />
|