|
f'c = 3000 psi f'c = 4000 psi
<br /> 6db for #3, #4, #5
<br /> BAR OTHER BARS TOP BARS OTHER BARS TQP BARS 12db for #6, #7, #8 " " 1/8" x 1 1/2" PREMOLDED CONTINUOUS � SECOND POUR FIRST POUR �
<br /> HdOK A or G � � �>>�' MASTIC JOINT STRIP OR PREMOLDED o
<br /> SIZE Ld LAP SPLICE LAP SPLICE Ld LAP SPLICE LAP SPLICE O 4 `` ,� �" ¢ �� �' SEE P�AN FOR CONSTRUCTION JOINT (MAY BE SAWCUT AT SEE PLAN FQR BURKE "KEYED KOLD" JOINT. �
<br /> � -n O � � I� Y � �� �
<br /> #3 16" 21" 28" 14" 18" 24" � � o �' o ,' � SLRB THICKNESS OWNERS OPTION). SAWN JOINT SHALL BE SLAB THICKNESS STOP REINFORCING CLEAR OF a�
<br /> � ;+ _ -_____ � ,-+ +,, `,; +, � �,,,� �+, AND REINFQRCING MADE AS SOON AS POSSIBLE WITHOUT AND REINFORCING JOINT EACH SIDE.
<br /> #4 22" 28" 37" 19" 25" 32" (TYP.) DAMAGE TO SURFACE. � )
<br /> �
<br /> o ._ � TYP.
<br /> N
<br /> Q g � � / � �
<br /> V -{-�
<br /> #5 27" 36" 46° 24" 31" 40" 4db or � � , `_
<br /> a o
<br /> Zdb Z db z db a.a.G ',--.e Qa, a , Qe . � ' � 'a, _q� � .daa. 'd� _iL -�q'� a .-r�n _ . ' _� .e_ad.. . d. da�� �d� � � i-�
<br /> » n u n » , 2 1/2�� Min. J _1 . J . a. 'a'� .. •'' 9°.�'a'a . . - ' . . 'a. ' . . . . ,'.. . .
<br /> #6 33 43 56 28 37 48� a .� d' . . � , a� � � �°. _ �. 4 <. � �,
<br /> wO w O w O „Q� -��.. �p
<br /> 0 0 0 �� �� �
<br /> �� \(,-. �� \'.T �� \,;+ �-1 �- -� I � , I . �� _ � �I�-�i � o
<br /> STANDARD 180 DEGREE HOQK STANDARD 90 DEGREE HOOK �+ - � �
<br /> D = FINISHED INSIDE BENQ DIAMETER . „r � I '' U� ,� co
<br /> 6db far �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 GRANULAR FILL GRANULAR FILL � v� �
<br /> 1. TENSION LAP SPLICE SHOWN ABOVE ARE FOR CONCRETE COVER GREATER THAN OR EQUAL TO BAR BAR SIZE D STIRRIlP HOOKS/TIES STIRRUP HOOKS/TIES 135 DEG. SEISMIC STIRRUPS/TIES RE: GEOTECHNICAL ENGINEER'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 VAPOR BARRIER RECOMMENDA110NS .� �
<br /> AND COVER CASE 1). TENSION LAP SPLICE SHOWN ABOVE ARE CLASS B SPLICES. 3 6db 2 1 4" 5" 3" 3 2 1 4" 6" D = FINISHED INSIDE BEND DIAMETER RE: GEOTECHNICAL ENG{NEER RE: GEOTECNNICAL ENGINEER
<br /> 4 6db 3" 6�� 4�; 4 3" � 8" 6 MIL MIN.) (6 MIL. MIN.) �
<br /> 2. "OTHER BARS" ARE A�L VERTICAL BARS AND HORIZONTAL BARS WITN LESS THAN 12" OF CONCRETE 6db 3 3 4 7 5 5 3 3 4 10' STIRRUP HOOKSfTIES SEISMIG STIRRUP/TIE � W � �
<br /> CAST B�LOW THE BAR. 5 � y
<br /> 6 6db 4 1 2" 8" 6" 6 4 1 2" 1'-0" BAR SIZE D p 90 QEG. 135 DEG. 135 DEG. SEISMIC HOOK � �
<br /> 3. "TOP BARS" ARE HORIZONTAL BARS WITH MORE THAN 12" OF CONCRETE CAST BELQW THE BARS. A OR G A QR G APPROX. H A OR G APPROX. H � � �
<br /> 3 4db 1 1 2" 4" 4" 2 1 2" 4 1 4° 3" PROVIDE CONTROL OR CONSTRUCTION JQINTS IN SLABS ON GRADE TO PROVIDE CONTROL OR CONSTRUCTION JOINTS IN SLABS ON GRADE TO � � �
<br /> 4. COMPRESSION LAP SPLICES SHALL BE 30 BAR DIAMETERS MIN. U.N.O. ON THE DRAWINGS. 4 4db 2" 4 1 2" 4 1 2" 3" � 1 2' 3"
<br /> „ „ „ „ BREAK UP SLAB INTO RECTANGULAR AREAS OF 400 SQUARE FEET OR BREAK UP SLAB lNTO RECTANGU�AR AREAS OF 400 SQUARE FEET OR U � ,ri
<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 �ESS. AREAS SHALL BE APPROX. SQUARE AND HAVE NQ 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 TNE ARCHITECT. ANGLES. JQINT LOCATIONS SHALL BE APPROVED BY THE ARCHITECT. � o �
<br /> � � o
<br /> (/) .� c�
<br /> SCALE; NONE SCALE: NONE
<br /> _ 5 TYPICA� CO�ISTRUCT10�1 JOI�1T C� J� � �� "� ���� �� � : }
<br /> 3 STIRR�JP and TIE NOOK DETAI�S 4 TYP CA� SHRIf�KAGE CO�1TR0� JO��1T (S.J� ) ❑ ( ) � �— £ ~ �� �.�ry ,
<br /> T PI�A� �AP SP�ICE SCHEDU�E 2 STA�IDARD HOOK DETA �S ��) , i
<br /> 1 Y 0 :y � ; , �
<br /> �
<br /> ❑ U
<br /> GRADE RIM JOIST POST PER PLAN POST BASE 1" AIRSPACE (TYP} � ` ��z� "�r���` �� �
<br /> �F �.'C`H �+k'.
<br /> 4X4 ABU44 �� ���� a
<br /> � ��� ,,z,��� ���.�;��
<br /> SHEATHING, NAILING ,: ,.:,,� �, . :... . ,:;: �...,
<br /> i�ii ii ii ii ri ii n u n AND ANCHOR BOLTS 4X6 ABU46 P.T. SILL PLATE
<br /> ���i i,,, ii�, i,�, ,,,, SNEATHING, NAILING PER SHEARWALL
<br /> iii i�� i�i i�� iri P.T. SILL PLATE � �
<br /> � ini ini ini i��i ini AND ANCHOR BOLTS SCHEDULE _ _ _ .
<br /> z Gi u u�i u u u u u u PER SNEARWALL 6X6 ABU66 • a 5 ��� �
<br /> . . : .�� �, . . . . � .. ,. a ___. ..,-a._� �' O
<br /> _ P.T. S I L L P L A T E (2) �5 CONT. M A T F O U N D A T I O N a b ��
<br /> � i i �� SCHEDULE
<br /> ^ . . -. . .d � , , Q' C d ,p ' r
<br /> � , FINISH GRADE Q 6X8 ABU66 0 � e 4 ti ��
<br /> I ° n. . a Q a a `�
<br /> i,i — — — — — — �- — — — 12" MAT FOUNQATION ' _ � •_ —•.a °.� ^a. —• a .-�-•' �a--a. a o � � : � Z
<br /> . a . � a a . .�
<br /> � � FINISH GRADE , POST PER PLAN - LOCATE '° a ' . � w ' O
<br /> z ��-��� ��,= � Z PER ARCHITECTURAL � a � a . o
<br /> ¢ ,-_,III���III���III��� _ � _ a °° � �'I• — :.—s -- �,— CONC. �' `� -1 f {= .a .a a a , � �' v� �
<br /> � � �� � � �
<br /> � S S _ z ��� � _ �i� .a � - POST BASE S.Q.G. �` f I-1 ( �- =1 I I- ' ---.� :� ° `���y
<br /> � 1.5 H 0O � i i a °. a . � _) � (—� � h ° a ° � � —� � `�y �
<br /> a �� ° e.d 6 = a . d a — ( 12" SQUARE _ I I� I, , ,( ( �- �I�
<br /> a.�. � — � = �a� „ CONC. PLINTH
<br /> 2 5 CQNT. — — z ,— ii B: PAR Y WALL D: PARTY W LL W STEP
<br /> — — — � ) # . � i—i o ��, �,
<br /> e
<br /> \ � °. .. . . . � ��� � (2} #5 CONT. °. .. a a. � �_� :N � � � , Q
<br /> :i��i a ,.
<br /> � — — _ ° ° _ —� � �T� � � - �.
<br /> _ , „ „ .-
<br /> „ „
<br /> x °° ° ° —E I I—) � I w ��, _� � II�I -I,,,J, I .I- #5 @ 12" O.C. P.T. SIL.L PLATE w � Q � � � z o
<br /> Q � �,� , �,
<br /> � o� ° �- ° � `i T&B (TYP) � � � � Q c� � CO
<br /> � � � —� � , � �—� � 5 Q 12" O.C. Z `� � . \ N `�
<br /> � �, FOUNQATION DRAIN -I ( ( � #5 C� 12' O.C. 1'-0 # Q b . ; Q
<br /> � FOUNDATION �� `�' E.W. T&B ¢ � I :—;=. =, d �,' . ---� o � �-
<br /> = E.V�. T&B
<br /> \ � RE CIVIL (MAY i ( � 1'-0" - � ;.�, o- ° . .. . �
<br /> � DRAIN RE: CIVIL a
<br /> OMIT PER GEOTECH} MIN MIN � � � • � . AQ ° ° a a . a.`� a a a � �
<br /> a �
<br /> \ � 5U12" O.C. #5Q12° Q.C. a- — .--•. a .Q ' --�- . O
<br /> #5 C� 16" ALT. HOOK # �, #5 C� 16" ALT. HOOK , -- Qe' a . ^'� —°' Q . a . ° �° �a • w � �..
<br /> 1'-5" NOTE: , „ 2'-0 NOTE: � „ 2-0"
<br /> (2) �4 BOTTOM - (2) #4 BOTT. ° � � �
<br /> \ 1 -0�_ � 1 -0�^. ._ EA. WAY >, CONT. � �e s� � �e �.. � ° • T .� _ �
<br /> �4 AT B.Q. WALL - -__� - - � '- OMIT WALL & CURB C� OMIT WALL & CURB � PER PLAN � � -'1 f=1�1 �- �=1 I I I ( I,- a .a . � 4 0 . ;� � �
<br /> (2) #4 AT FTG. GARAGE DQOR OPN'G. GARAGE DOOR OPN'G. � —I � �y � �
<br /> A: POST AT SPREAD FOOTING B: POST AT THICKENED F0071NG � I I,=1 I �-
<br /> T o
<br /> SCALE: 3/4" - 1'-0" SCALE: 3 f 4" = 1'-0" A: SINGLE WALL C: SINGLE WALL W/STEP � H
<br /> A� POST BASE 10 TYP� THICKE�IED S�AB > �
<br /> OOT1�1G 8 TYP. GARAGE FOOT �1G 9 TYPIC [�]
<br /> A� STEPPED FOOT NG 7 TYP� EXTERIOR F� ❑ �
<br /> 6 TYP I� ❑ _ W
<br /> a
<br /> ❑
<br /> _ _ Q �
<br /> �
<br /> � Q
<br /> � Q
<br /> m �
<br /> �
<br /> SHEATHING, NAILING AND `�'
<br /> P.T. SILL PLATE ANCHOR BOLTS PER � W
<br /> SHEATH{NG, NAILING SHEATHING, NAILING SHEATHING> NAILING SHEARWALL SCHEDULE � �
<br /> #5@18° O.C. AND ANCHOR BOLTS �
<br /> AN[? ANCHOR BOLTS AND ANCHOR BOLTS P.T. SILL PLATE
<br /> P.T. SILL PLATE PER SHEARWALL PER SHEARWALL 2'-0 � #5 � 12" O.C. � i w
<br /> SCHEDULE P.T. SILL PLATE SCHEDULE 2-0" PER SHEARWALL ( � #
<br /> SCHEDULE 2 5 CONT. 2
<br /> (2) #5 CONT.
<br /> (2} #5 CONT. #5�18" O.C. #4@18" O.C. (2} #5 CONT.
<br /> z.�p» 2,_0„
<br /> 2'-p�> �'-p„
<br /> Z � • � z UNIT SLAB ��'-0„ � —UNIT SLAB � � I I
<br /> � Q w i Q
<br /> � � � I I I I � � a�z- 'a a -� z S.�.Ci. y� a' ��- ° a . - . I I
<br /> > .i i o a e. a . i�: � (SLQPE PER ARCH) i i° a � � . °�. :— ,-s1- — 1=,° i �--�
<br /> a a :— � .—' —. i a � y�—.- _ ° . �-{
<br /> i i i a a . a : � _.___- '_�___-
<br /> o z Q Iil 91( Q Q a \ a .T— — — e—/_ 1II ?--i
<br /> ° GARAGE SLAB d � a d ° 4 a° ' o � � ° ° � .� 4 lI � �
<br /> i � Q_ � i�a �. i i, � ^a. � Q a a . . SLOPE PER ARCH =I I I=I a � ;•�-�� �— ' — •a ° � i
<br /> a°•. . a� °�� —°-. . . tl � a � � Q a . � � I I I,—I)�II t � . °'Q� a � $ \ d.a .. al �
<br /> � 4 T I ° 44 . �
<br /> � � �g � a 4. n a Q ' p a '1 '
<br /> � uT� �LT T I I I— . _T;I .Q _ � ..q . I o ( . . . d �I I _
<br /> - I 1=1 I �- =1 I —' •Q _a. � 5C�12° O.C. I I i�i I I i- - �— �� � _ �
<br /> — — � � (—.., # — , a
<br /> -� � �—� � #5C�12" O.C. � �. ' '- _ °. EW T&B � �. . �
<br /> EW T&B � . a - - d d a �t a .
<br /> a ii , .
<br /> � ° Qai ° a �
<br /> e� � � �. � . _ a. .
<br /> 1:1 1,_6,� 1'-0„ 1:1 �5C�12" O.C. a �i° .a �
<br /> #5(�12" O.C. MIN „ 2-�n �� � � � Q
<br /> #5C�12" O.C. MIN EW T&B #5t�12 O.C. — �2'-0" �� �=1 I �I ( I� r�
<br /> 2'-0" 2>^��, � � �
<br /> �
<br /> --.�2>_��� 1'-0'_�- 1:1 � �
<br /> SCALE: 3/4" = 1'-Q" �,
<br /> 13 TYP. GARAGE TO ��11T � AT FNDf� TRA�lSIT10�1 14 TYPICA� PORCN S AB TO U�) T 15 TY
<br /> PICA� BUILDI�IG STEP 4� �
<br /> WA�� @ GARAGE 12 �IOT USED ❑ �
<br /> 11 N1AT F�1D�1 PARTY ❑
<br /> ❑
<br /> ❑
<br /> _ Q �
<br /> POST PER PLAN - LOCATE PER ARCH
<br /> I PER ARCHITECTURAL SHEATHING, NAI�ING (�
<br /> �L�/ O
<br /> CURB BEYOND AND ANCHOR BQLTS `
<br /> ¢ BU POST BASE OR 12" SQ PLWTH W/ (4)#5 PER SHEARWALL � �
<br /> � �� ��
<br /> PROVIDE A g" P.T. SILL PLATE V��
<br /> �� — EQUIV. AT STRUCTURAL POST HOOK TOP BAR VERT & (2) #4 EW TOP �..� �i
<br /> � � GARAGE (2) #5 CONT. U �
<br /> SEE ARCHITECTURAL FQR PAVING. SLOPE #5Q18" O.G. �
<br /> k COLUMN WRAP INFORMATION � 2'-0" 2�-d�� O
<br /> A; LAN AWAY PER CIVIL GARAGE S�AB � O �
<br /> PORCH SLAB � • }}}'''''' � �'
<br /> � '�a a..�_a � � � ° -�—. c . Q � �
<br /> /� i � C � ' a . � � � � ° .,a c' . / I � �
<br /> , ' Q � ' � a a. �
<br /> � li il � =�d . a—'-� a I 1�( �. � �������� � d . .. �YSS'_Q /L.�—� � ' �
<br /> i '� � ��I � � _ � . .C � . d : G � �- { ,^
<br /> 't � =3 — _ .. ' ' . —. I . ,_ d Q Q .. - � Vl
<br /> z I I , —I I (—I a ' : `� � ' I � I' ( I I—) I I—I ( (—� I I—) I I—I � I—) I (— I ( I a . / =I I (- � �
<br /> � � �� � '� � � ' i I.;,I I I, { � a a a `� _' ° .°.. a ° o_ _Q . � Q._,,.' Q ° —�_- I 1=1 V v�
<br /> . �Q/ ' •� Q� (.� . a � ° a. a � , . Q � d. (.:a��. . ��`°_I I I—) I I= • � �"�1 „
<br /> �'�d—� � -�� a a a � � I.� : ° � ,=� � �-� � � � I � � +
<br /> ;,,., a #5�12" O.C. . -
<br /> - — - EWT&B `� `� � � �� ��� � �s � � ��� �� � ��-,
<br /> FINISH - — �0" -� r i—�� -� � �—� � �� �
<br /> GRADE ��_2,, 1:1 GRD BM I I�;,I I I= I (,;";( I I= � W W
<br /> (2)#5 TOP
<br /> MIN �5�12' O.C. FTG PER PLAN
<br /> 2'-0"
<br /> (2)#5 � GRADE BEAM (2)#5 BOT /
<br /> �._n" �— — TOP AND BOT _�
<br /> - �
<br /> B: ELEVATION C: SECTION
<br /> SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0° ������' " �� ��`�0�� �0��
<br /> ST � WA�� 18 SECT10�1 AT GARAGE 19 NOT USED 20 FTG 8c GRADE BEAM TIE— f� '
<br /> 17 POST AT PORCH E 0
<br /> 16 �IOT USED C�
<br /> ❑
<br /> ❑
<br />
|