|
f'c = 3000 psi f'c = 4000 psi
<br /> 6db for #3, #4, #5 � � „ , SECOND POUR FIRST POUR �
<br /> BAR OTHER BAftS TOP BARS OTHER BARS TOP BARS 12db for # > �7, �8 1/8 x 1 1 f2" PREMOLDED CONTINUOUS �
<br /> HOOK A or G
<br /> SIZE Ld LAP SPLICE LAP SPLICE Ld LAP SPLICE LAP SPLICE � � Q Q ����' MASTIC JOINT STRIP OR FREMOLDEQ Q
<br /> � � O Y O ;; °� Y O �� �� SEE PL.AN FOR CONSTRUCTION JOINT (MAY BE SAWCUT AT SEE P�AN FOR BURKE "KEYED KOLD" JOINT. �
<br /> » �� » » „ » -o -o �� ��
<br /> #3 16 21 28 l4 18 24 _______, a ,� o ,� � SLAB THICKNESS OWNER$ OPTION). SAWN JOINT SHALL BE SLAB THICKNESS STQP REINFORCING CLEAR OF o�
<br /> „ „ -� (+ �, (+ ±;� `;.% ',+,� _ �,,% ',+_,, MADE AS SOON AS POSSIBLE WITHOUT �
<br /> AND REINFORCWG AND REINFORCING JOINT �ACH SIDE.
<br /> #4 22 28 37 19 25 32 - (TYP.) DAMAGE TO SURFACE. (TYP.} �
<br /> o �
<br /> ,> > , » i, . . `c `�' `� � � • v
<br /> #5 27" 36 46' 24' 31 40 0 0 o U � `
<br /> 4db or db
<br /> 2 1/2" Min. " ca db c� db d . _ ; . < . o �
<br /> n u v n n u Z Z Z a,n. a 4 _ '. �'4 d � Q°a.. -.<- ' _1i . ° �-rT_4 . — a d. 4�--�
<br /> #6 33 43 56 28 37 48 — � — . , :, - z
<br /> J J J Q � .�'-. _ ° ♦��. n Q -•-4 � :4 q -4' � �"'�
<br /> . 4 Q Q q � a. . �Q_ .. � : ' � '�. �d.', . , a.,-q 4 . � �
<br /> . W O W O W O � , . �i .
<br /> � � ,j� Q � o a o`" '"�� o o .-kr' 1�..
<br /> i�- i�ll`�+ i� \ 'T — — _ — - � �
<br /> STANQARD 18Q DEGREE HOaK STANDARD 90 DEGREE HOOK �+ '� � I 1�-1H -I I I�fl I., c� �
<br /> �'� o
<br /> _ -�I T �=i� _ f�- ,,. , i= � , � �
<br /> D = FINISHED INSIDE BEND DIAMETER ��
<br /> 6db for #3, , #5 CUT ALT. WIRES COMPACTED UBGRADE AND COMPACTED SUBGRA E AND � � � �
<br /> 90 DEGREE 135 DEGREE 12db for 6 7 8 GRANULAR FILL GRANULAR FILL � � �
<br /> 1. TENSION LAP SPLICE SNOWN ABOVE ARE FOR CONCRETE GOVER GREATER THAN OR �QUAL TO BAR BAR SIZE D STANDARD 180 DEGREE HOOK STANDARD 90 DEGREE HOOK # � � � � AT JOINT � � c�
<br /> DfAMETER ANp CENTER TO CENTER SPACWG GREATER THAN OR EQUAL TO TWO BAR DIAM�TERS (SPACING D A OR G J BAR SIZE D A OR G STIRRUP HOOKS/TIES STIRRUP NOOKS/TIES 135 DEG. SEISMIG STIRRUPS/TIES RE: GEOTECHNICA� ENGINEER'S RE: GEOTECHNICAL ENGINEER'S � �
<br /> „ VAPOR SARRIER RECOMMENDATIONS VAPOR BARRIER RECOMMENDATIONS ,� �
<br /> AND COVER CASE 1). TENSION LAP SPLICE SHQWN ABOVE ARE CLASS B SPLICES. 3 6db 2 1 4" 5" 3" 3 2 1 4" 6 D - FINISNED INSIDE BEND DfAMETER RE: GEOTECHNICRL ENGINEER RE: GEOTECHNICAL ENGINEER � �
<br /> 2. "OTNER BARS" ARE ALL VERTICAL BARS AND HORIZONTAL BARS WITH LESS THAN 12" qF CONGRETE ¢ 6db 3" 6" 4" 4 3" 8" STIRRUP HOOKS/TIES SEISMIC STIRRUP/TIE (6 MIL. MIN.) (6 MIL. MIN.) W � �
<br /> CAST BELOW THE BAR. 5 6db 3 3 4" 7" 5" 5 3 3 4" 10"
<br /> 6 6db 4 1 2" 8" 6" 6 4 1 2" 1'-0" 9Q DEG. 135 DEG. 135 DEG. SEISMIC HOOK �.. '
<br /> 3. "TOP BARS" ARE HORIZONTAL BARS WITH MORE THAN 12" OF C4NCRETE CAST BELOW THE BARS. BAR SIZE D Q A QR G A QR G APPROX. H A OR G APPROX. H � � c�
<br /> 3 4db 1 1 2 4 4 2 1 2" 41 4 3 � �r�
<br /> ,> >, » » ,> � � �
<br /> 4. COMPRESSION LAP SPLICES SHALL BE 30 BAR DIAMETERS MIN. U.N.O. ON THE DRAWINGS. „ , ,� � PROVIDE CONTROL dR CONSTRUCTION JOINTS IN S�ABS ON GRADE TO PROVIDE CONTROL OR CONSTRUCTION JOINTS fN SLABS ON GRADE TO � cu Q,
<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 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 3 4a LESS. AREAS SHALL BE APPROX. SQUARE AND HAVE NO ACUTE LESS. AREAS SHALL BE APPROX. SQUARE RND HAVE NQ 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. ANGLES. JOINT LOCATIONS SHALL BE APPROVED BY THE ARCHITECT. � � �
<br /> L o �
<br /> -�-' o� o
<br /> SGALE: NONE SCALE: NONE (f? .-� c�
<br /> 1 TYPICA� �AP SP� CE SCHED��E 2 STA�IDARD NOQK DETAI�S 3 STIRR�P and T E N00{� DETAI�S 4 TYP CA� SHR �J�CAGE CONTRO� JO �1T S.J� 5 TYPf CA� CONSTRUCT 01� JOINT C� J� �` f� �-- ��� ; k �
<br /> � ❑ � ❑ c � ❑ c � �r., .
<br /> - � . ".,�. l 1 y � ir '� �
<br /> n � . ' �� 1
<br /> GRADE RIM JOIST POST PER PLAN POST BASE 1 AIRSPACE (TYP) r
<br /> � . . . . . . . . . . e '�
<br /> 4X4 ABU44 ' ' "' "
<br /> SHEATHING, NAILING ' ~ f �
<br /> ���r ���� i��i i��� i�i� AND ANCHQR BOLTS 4X6 ABU46 P.T. SILL PLATE
<br /> i�ri iin ivi ivi iu1 SHEATHING, NAILING p.T. SILL PLATE . �
<br /> i�i ��� iNi �,i iNi PER SHEARWALL
<br /> ii�� ii�i iit� i��i i��i AND ANCHOR BOLTS SCNEDULE 6X6 ABU66 � � �'
<br /> Z u u u u u u u u u u PER SHEARWALL
<br /> � i i i� P.T. SILL PLATE (2} #5 CQNT. . . :� —. ° . �� -- -�- J��f �
<br /> � �� _ SCHEDUI.E � MAT FQUNDATION o b a : Q. ' � o
<br /> 5
<br /> �- — — — — — — � — — — FINISH GRADE 6X8 ABU66 0 � � °
<br /> � ,.a . .. 1/�
<br /> � � FINISH GRADE � 12" MAT FQUNDATION > _ � a ._�—.°. °•� °• -- • .a � • �_a. . , ' � � , � a
<br /> d d � � �� �'
<br /> . . �. � � ' d . . . d. . • Q Q Q Q ti
<br /> z ������_.���_ ,
<br /> POST PER PLAN - LOCATE a � � o� . a. a �s • � <C
<br /> � ���I I I,��)I I���I I I��� � z � PER ARCHITECTURAL �- � 4 � . �� F'` w . �4 0
<br /> S S � — �s �_..,_ °. � �� _..— :� — a,— .a � � a� �g �s `�— � ° • �- � — o ,ti
<br /> � 1.5 H oo z ���� a .� � _ a � � � � _ P4ST BASE CONC. _� � CT�� � -I I I; .4 .a � � . � a . 4.� . e f �� `�'�Z6� ��
<br /> a. � ��I��a a ° . � — I — � � . ° . o S.O.G. _� � -1 I I_ �
<br /> :a y� _a.a � a ( ! �—� Q . ° �.a� :4 12" SQUARE I � � �. � I, , ,I I �— —�— � ����
<br /> — � T a_-_ � a, a�. `- I I— Q a. C PLINTH
<br /> (2) #5 CONT. �— --�a . . 7�. , z � :, i_i �-�}- — �c� �� CON . �, --�
<br /> _ �
<br /> • - f Q �� �i �i B: PAR Y WALL D: PARTY W LL W STEP
<br /> � .a � � � � �2) �5 C�NT. � o . � � � �; ��
<br /> � � �
<br /> � ���� . .. ; a � o . a� -
<br /> � — — � � � �� — =1 I 1-1 I f � ��,_� ° - -1 I I'-1 I I N ���_ -►�T�� ����k � �
<br /> � o �.� °� ° ° °$ �- Q - -
<br /> —i — � � N #5T&Bl(T P) � P.T. SILL PLATE � Q Q � Q \ z �
<br /> \ \ �;, FOUNDATION DRAIN -) I I- � #5 C� 12 O.C. � (—� � #5 � 12 Q.C. z "! � � Q � � �
<br /> \ � = RE: CIVIL MAY , ,> _ E.W. T&B FOUNDATION � „ �' E.W. T&B Q � � . . . . . �
<br /> � i I � 1 -0 � DRAIN RE: CIVIL � 1 -0 � � a e � a a I :—;= — ° � — -�-� �' � �
<br /> � OMIT PER GEOTECH) MIN MIN � .� . � � � � .
<br /> >r �, �, � s , o . 4 4 ,. ..d .a � w �
<br /> 5Q12 0.C. �� 5C�12 0.C. n- � ° . . � �a. �� °---�.�° °-�--.� , �a��.° ;� o
<br /> � #5 t� 16" ALT. HOOK � #5 @ 16 ALT. HOOK # � `
<br /> > > ,- . 4 °
<br /> 1 -5' NOTE: 2�-��� NQTE: 2,_p�� aa' .= .—a—. — �l— ..�a . . a a. �a :-,
<br /> � 1'-0" �'_p' (2) #4 BOTTOM (2) ��' BOTT. d- . . � � ° � , . .. . a .
<br /> #4 AT 8.0. WALL — _ — �- — --�— T — � � EA. WAY � CONT. � � � � . � . ° • �
<br /> --� — \ OMIT WA�� & CURB C� OMIT WALL & CURB Q PER PLAN 1 -�" `� `� �� � T � —
<br /> GARAGE DOOR OPN'G. GARAGE DOOR QPN'G. �' I I^I I �- =�j�(��� 4 .a� � 4 °. ' . o �
<br /> �2) #4 AT FTG. � c9
<br /> T � A: POST AT SPftEAD FOOTING B: POST AT THICKEN�D FOOTING I I � � I,=1 I I— � �
<br /> SCALE: 3/4" = 1'-0"
<br /> SCALE: 3/4" = 1'-0" A: SINGLE WALL C: SINGLE WALL W�STEP a o
<br /> � TYP CA� STEPPED �OQT NG 7 TYP. EXTERIOR FOOTk�1G 8 TYP� GARAGE FOOT �IG 9 TYPICA� POST BASE ( 10 TYP. TH CKENEQ SLAB �' �
<br /> � 0 0 � J
<br /> �
<br /> _ �
<br /> _ _ . _ _ W
<br /> Q �
<br /> �
<br /> �
<br /> � d
<br /> m U
<br /> �
<br /> SHEATHING, NAILING AND "'
<br /> SNEATHING, NAILING P.T. SILL PLATE ANCHOR BOLTS PER � w
<br /> ANQ ANCHOR BOLTS SNEATHING, NAILING » SHEATHING, NAILING SHEARWALL SCHEDULE � �
<br /> P.T. SILL PLATE PER SHEARWALL AND ANCHOR BOLTS �5@18 O.C. AND ANCHOR BOLTS
<br /> SCHEDULE P.T. SILL PLATE PER SHEARWA�L 2'-0" 2�-a�� PER SHEARWALL P.T. SILL PLATE � �
<br /> (2) #5 CONT. SCNEDULE SCHEDULE (2) #5 CONT. #5 � 12° O.C. O i �
<br /> (2) #5 CONT. �5C�18" O.C. #4C�18" O.C. (2} �5 CO.NT.
<br /> , „ 2,_p�,
<br /> ' 2-0 2�-0"
<br /> i
<br /> 1'-4"
<br /> :.
<br /> w Q w , w J UNIT SLAB � �>>_� UNIT SLAB w ¢ �
<br /> „ ,, .
<br /> � � Q i i i�i � � � ��.� _Q � �. — � � � i i
<br /> ' �ii � °� . $.o.G. a �� � a . ii
<br /> > _ . _
<br /> a i '_ .�Q —. o _°�Q . " a� Q i r: � (SL.OPE PER ARCH� ��° 'a a � ° o Q �. i i
<br /> a
<br /> 4 .— • � � �-^- � � • . d Q Jp � �^'�
<br /> �. ^ � . , . . d_. _ e . ._— . . �— .
<br /> p z da I�I 91( "n " o . , a'�— � ' ' _._.:. a�-- =e e— "/ a o z a ' � • . .
<br /> � � -• ' IIQ . IIa ^� � — . .
<br /> 4 �
<br /> �, � GARAGE SLAB � �—a a . ,o i ��' � .d. a i i
<br /> , .— �r- ---`• � ° ' a ._° . . SLOPE PER ARCH _ � =I I (—I a . � � .•��� �-d' — � � �
<br /> n•'�e . °���• ' 4 — r a . a a d�,ll �o
<br /> � � ° _ .
<br /> � � � � �°� - • --. .. Q � z ' � 1-11 � � �, ;� o _ . �
<br /> d
<br /> � �g a' a a �. • � ' � I—I . c � � � 4a : , a
<br /> _� � �-���, � .4� a � aQ � � - � �. . o :Q�.. . _, � 4.. . aa . : �� �,
<br /> � �—� � �_ �� � 1_ � . — I — . d r �—. � � ►—.� ► �_ a �
<br /> � � �—) � �5�12° O.C. . .° � :Q;4. . ° .. .a #5Q12" O.C. -� (�I � �i� - a
<br /> Ta • = �
<br /> EW T&B � - — - EW T&B � . o i} a . � �
<br /> �� � � a ii
<br /> � _ _ - ,� � d
<br /> > > : r � ._ aai a 4. . ° ry
<br /> 1:1 1 -6' 1 -Q' 1:1 #5�12" O.C. Q . ii a — . � . �
<br /> 5C�12° O.C. 2'-0" ii ��
<br /> #5C�12" O.C. MIN # EW T&B MIN #5@12" O.C. 2°_p�° � � '� � �
<br /> 2'-0" 2'-0" �� � _f!�I I I;_
<br /> — —\-2,��„ �,_p„ — • � Q�
<br /> SCALE: 3/4n = 1'-0" 1�� � �
<br /> 11 MAT F�1D�1 PARTY WA�� @ GARAGE 12 �OT USED 13 TYP� �A�AGE TO �J�IIT N1AT FNDN TRA�1S T ON 14 TYPICAL PORCH SLAB TQ UI�IT 15 TYP CA�. BU �D �l STEP � �
<br /> � � 0 0 ❑ �
<br /> _ _ �_ _ �
<br /> � �POST PER PLAN - LOCATE PER ARCH
<br /> PER ARCHITECTURAL � Q
<br /> Q CURB BEYOND � SHEATHING, NAILING �
<br /> PROVIDE ABU POST BASE OR PER SNEARWA�OLTS � �
<br /> � " " - - EQUIV. AT STRUCTURAL POST 8 HOOK TOP BAR 12" SQ PLINTH W/ (4)#5 P.T. SlLL PLATE � � �
<br /> � t� GARAGE VERT & (2) #4 EW TQP �,o..� �
<br /> SEE ARCHITECTURAL FOR #5@18" O.C. (2) �5 CONT. � �
<br /> COLUMN WRAP INFORMATION PAVfNG. SLOPE �
<br /> A: LAN AWAY PER CIVfL. � 2'-0"��� � �
<br /> PORCH SLAB GARAGE SLAB �
<br /> .' . � ' �� ' :. . Z . '• �— '—r — � � �
<br /> � � ', .�.:'.'.. S ' ' � d'� d ^ � . . Q o
<br /> A f 1 C �-= :. � . . . ° . o � � l l� � � b�
<br /> .a
<br /> _ _ ; _ ��- -�� � a a . ` � i �---- .--�-. °� . , • a , a / i
<br /> o.
<br /> � i �—i i a. �.° ;�-�-. :� , �'
<br /> j � �r f � --d . a n—` _! Q ^. a-a � =I ( I ' n — — — — — — — ° ' , d t—� r-+
<br /> � — ;�, ;�, � z ,����=t � a_.� : . � i;� �� : � �1� i=i i iTi � �_�i=i i i=i i i= i i=i E i �a , : a4 _ � �� _—� � � �
<br /> � _I � I.��)�I� � { c.a� .a -� c � a.. .d . ° ,d—. .. a -a . -� �°. I • ' Q i", __�II � V1 y!,�'�
<br /> If C �.. � __II�__ ,O I� ._ Q .d .d ' � 4 • (�_� � '.��� ) I—I t—� + � W r
<br /> � T d . 4 . a . , . Il .
<br /> ;.�, a. #5�12" O.C. . a a � � . a . ^ (. : � ��'_, ,--� � ( ( (-� � � �""{ -�
<br /> FINISH — - EWT&B �s � � � �� �� � � � �s � ���� � � � �
<br /> GRADE ��„ i i i—i � �i i—i�
<br /> 1'-2" 1;1 ��,;, � �_ ��,—, ,I � �� � �
<br /> MIN GRD BM (2)�5 TOP � � �
<br /> #5�12" O.C. : FTG PER PLAN
<br /> , 2'_p„ (2)#5 @ GRADE BEAM (2)#5 BOT /
<br /> 1'-4" TOP ANQ BOT _�
<br /> B: ELEVATION C: SECTION
<br /> SCALE: 3/4'� ' = 1�-0" SCALE: 3/4" = 1'-0" S E C TI 0�l A T B A L C 0�1 Y P 0 S T -
<br /> 16 �lOT USED 17 POST AT PORCH STE�I WA�� 18 SECTiQN AT GARAGE 19 �IOT USED 20 FTG �C GRADE BEANI TIE—I�J '
<br /> �
<br />
|