|
� f'c = 3000 psi f'c = 4000 psi
<br /> 6db for #3, #4, #5 � � „ , SECOND POUR FIRST POUR � '
<br /> BAR QTHER 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 o �-,�' MASTIG JOINT STRIP OR PREMOLDED o
<br /> SIZE Ld �AP SPLICE LAP SPLICE Ld LAP SPLICE LAP SPLICE p � Q � a `� �i� SEE PLAN FOR SEE PLAN FOR BURKE "KEYED KOLD" JOINT. r+
<br /> � ;; � CONSTRUCTION JOINT (MAY BE SAWCUT AT �
<br /> , „ „ „ „ � � O o O ;� a � �; SLAB THICKNESS SLAB THICKNESS STOP F�EINFORCING CLEAR OF a�
<br /> #3 16" 21' 28 14 18 24 OWNERS OPTION). SAWN JOINT SHALL BE
<br /> _---_� o � o �
<br /> ,� :> » �� » ,� � �T �
<br /> `;;� ',+,� `; ,+_,� AND REINFORCING MADE AS SOON AS POSSIBLE WITHOUT AND REINFORCING �
<br /> #4 22 28 37 19 25 32 �+ +,
<br /> o � (TYP.) JOINT EACN SIDE.
<br /> DAMAGE TO SURFACE. (TYP.) �
<br /> N �» u r r u � - `� � � � / , �
<br /> #5 27 36 46' 24" 31' 40 4db or �� -N
<br /> �, �, „ » >� �, 2 1/2" Min. z db z db � db C.d Q d ad.. aQ 4 • 4 a. G a- ' 4 Z �
<br /> #6 33 43 56 28 37 48 � � _, �a �- = . � � � — ° � �- ,— -.-�-- �--. :<— � a= -
<br /> `<•�— ° ' ."a b a'. � ^
<br /> . 4 <C .� � � � a . d'�. d ' Q'�— - ' ..a . �a: .a� � d. . .. _ . . a : . U�
<br /> �
<br /> 0 Q . 0 � � 0 . o. . o .--.r' . • � ',o.�. o 0 0 .or' � '1g.o
<br /> � � (� �
<br /> STANDARD 180 DEGREE HO�K ST R 0 ��+ � \,+ � \,;T =- - = 1T(�� - - - - I � �
<br />� ANDA D 9 DEGREE HOOK I�I II� 1- I I , I ,-� _ -1�-�I_ -r� , c�
<br /> D = FINISHED INSIDE BEND DIAMETER ' ��� -�� -� �_ �� � o
<br /> � �r; •
<br /> 6db for #3, , #5 CUT ALT. WIRES COMPACTEQ UBGRADE AND COMPACTED SUBGRA E AND � rf �
<br /> 1. TENSION LAP SPLICE SHOWN ABOVE ARE FOR CONCR�TE COVER GREATER THAN OR EQUAL TO BAR STANDARD 180 DEGREE HOOK STANDARD 90 DEGREE HOOK 90 DEGREE 135 DEGREE 12db for #6> #7, #g AT JOINT GRANULAR FILL GRANULAR FILL � � �
<br /> STIRRUP HOOKS/TIES STIRRUP HOOKS/TIES 135 DEG. SEISMIG STIRRUPS/TIES RE: GEOTECHNICAL ENG(NEER'S RE: GEOTECHNICAL ENGINEER'S � o
<br /> DIAMET�R AND CENTER TO CENTER SPACING GREATER THAN OR EQUAL TO TWO BAR D1AM�TERS (SPACING sAR SI�E 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 - FINISNED INSIDE BEND DCAMETER RE: GEOTECHNICAL ENGINEER RE: GEOTECHNICAL ENGINEER �� �
<br /> 2. "OTNER BARS" ARE AL� VERTICAL BARS AND HORIZONTAL BARS WITH LESS THAN 12" OF CONCRETE 4 6db 3" 6" 4" 4 3" $" STIRRUP HOOKS/TIES SEISMIC STIRRl1PfTIE (6 MIL MIN.) (6 MIL. MIN.) ~
<br /> � �
<br /> CAST BE�OW THE BAR. 5 6db 3 3 4" 7" 5" 5 3 3 4" 10" 9p DEG. 135 DEG. 135 DEG. SEISMIC HOOK W � �.
<br /> 6 6db 41 2" 8" 6" 6 41 2" 1'-0" �
<br /> 3. "TOP BARS" ARE HORIZONTAL BAftS WITH M(}RE THAN 12" OF CONCRETE CAST BELOW THE BARS. BAR SIZE D D A QR G A OR G APPROX. H A OR G APPROX. H � o �
<br /> �
<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" �- � �
<br /> 4 4db 2" 4 1 2° 4 1 2" 3" 4 1 2" 3" PROVIDE CONTROL OR CONSTRUCTION JQINTS IN SLABS ON GRADE TO PROVIDE CONTROL 0'� CONSTRUCTION JOINTS IN SLABS ON GRADE TO � � Q,
<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. DEVE�OPMENT 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 �ESS. AREAS SHALL BE APPROX, SQUARE AND HAVE NO ACUTE LESS. AREAS SNAL� BE APPROX. SQUARE RND HAVE NO ACUTE U �'" �
<br /> 6 6db 4 1 2" 1'-0" 7 3 4" 4 1 2" 7 3 4» 4 1 2" � �' c� .
<br /> 1 ANGLES. JOINT LOCATIONS SHALL BE APPROVED BY THE ARCNITECT. ANGLES. JOINT LOCATIONS SHALL BE APPROVED BY THE ARCHITECT. � o �
<br /> +' � o .
<br /> SGALE: NONE SCALE: NONE U7 r, c�
<br /> 1�__ TYPI�A� �AP SP�ICE SCHEDU�E _�2_� STANDARD HOOf� DETAI�S 3 STIRRUP and T E NOOK DETAI�S 4 TYP CA� SHRI�I�CAGE COI�TR01� JO �1T S� J� 5 TYPICA� COf�STR�CT 0�1 JO �1T C.J� � r �— � � �
<br /> 0 � � � �� � � � � f
<br /> ; U : ��
<br /> GRADE RIM JOIST POST PER PLAN POST BASE 1" AIRSPACE (TYP) � ` 3 �°
<br /> E5 � r � � £
<br /> SHEATHING, NAfLING
<br /> 4X4 ABU44 , t ,S z;
<br /> �... ... �. :. :.w .. >��.<.:<.
<br /> ��° �'° ���� ���� ��» AND ANCHOR BOLTS 4X6 ABU46 P.T. SILL PLATE
<br /> ivi iur i�n ivi ivE SHEATHING, NAILING
<br /> i�i i�� iii i�� i�� PER SHEARWALL
<br /> � ini ini u<< � �ni ini AND ANCHOR BOLTS P.T. SILL PLATE SCHEDULE �
<br /> z uu iiu uu uu uu �
<br /> PER SHEARWAL� 6X6 ABU66
<br /> � �i i� _ P.T. SILL PLATE �2) �5 CQNT, b— ^,: .; —. ° �_ _ � � `����� �
<br /> � _ �� SCHEDULE MAT FOUNDATION .
<br /> `fl J1� — — — — — — i i — — — FINISH GRADE j 6X8 ABU66 0 � �°�, °' ° I a . .a �°. .. q' • . �, ,ti ���� � .
<br /> 12 MAT FOUNDATION . � � 4 . a :� ° a. °,� �� 6 °�- �. �Q: a � `� a
<br /> � � FINISH GRADE -
<br /> z ��-��iT���_ � J POST PER PLAN - LOCATE Qa�.—o- ;- � ' . . a . . . �'a ' ' . , a . a° d • � r' : • i, a �
<br /> J ��iIII����II���III�ii ' = z ' �� �� PER ARCHITECTURAI. � . F~` w �
<br /> � S S -�-- — .:-� °.— °° � 'i. — � _ °. � CONC. �_� � � � �`� -°� ° ' -� � — . o 0
<br /> � 1.5 H ao z i� a . � - � Q - POST BASE -� ( k-1 I i- ^) I I; .a .a � 9 � a.� . ; � � �
<br /> 4
<br /> � � 1��1�4 q • . a . . o — — � a . . . o S.O.G. =I i -1 � �— ��� `tb' �
<br /> _ .v y� _�.d Q � —I ( I—I a . � °.4 6 I �Z" SQUARE ( � �- � `� ��I�
<br /> a�-- a, P a � I ) - , �. I,�,II �-
<br /> _ _
<br /> �
<br /> — — — (2) #5 CONT. � �� • I-._ — ��. , CONC. PLINTN �, - �
<br /> ' � ' Z ' �-� �a ��, �� B: PARf�Y WALL D: PARTY WWLL W STEP
<br /> � - �a � � .� � (2) #5 CONT. � d � � � � . , «, t;
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<br /> \ �0 6 �4P° e a �� aA'_ a �p
<br /> �.,, #5 Q 12' O.C. P.T. SILL PLATE---�_ W � Q o� w c9 z �
<br /> \ `\ \ � FOUNDATION DRAIN —� � #5 C� 12" O.C. � I=) � #5 � 12" O.C. :�;, � T&B (TYP) ��„ a�`' Q � Q \ � �
<br /> � \ � z RE: CIVIL t/MAY -I ( ' » " E.W. T&B FOUNDATION � „ �' E.W. T&B Q � _. '�' `�
<br /> \ � I � —O ^ � —O ^ J — --i I —�— 4 � d Q �
<br /> OMIT PER GEOTECH) � MIN �' DRAIN RE: CIVIL �- M�N � � � � d . ; � . —� � `�
<br /> � ,� � w � � Q o d . . a e. .a �°,. . q, • . r,�, �
<br /> 1 -5 \ #5 C� 16" ALT. HOQK #5C�12 O.C. #5 @ 16'� ALT. HQOK #5C9�12' O.C. n- _ � •_ �_•. d ° �_ �a, � a=. ° �-�,°=a � o° � p
<br /> , „ .
<br /> NQTE: 2'-0" NOTE: 2�-0�� �� .
<br /> � 1'-0�- 1'-p" � (Z) #4 BOTTOM (2) #4 BOTT. Q� � . • a . . _ a a a
<br /> 4 AT B.O. WALL — �-- � Q
<br /> # - — � — � — - \ OMIT WALL & CURB C� OMIT WRLL & CURB @ EA. WAY �_ » CONT. a� � � �^ _ 4 � �`�; . � ° . T .� _ o �
<br /> PER PLAN � � , III- a � 4 �4
<br /> (2) #4 AT FTG. GARAGE DOOR OPN G. GARAGE p00R OPN'G. - I I I=1 I �� =�j�� � a a o
<br /> T A: POST AT SPREAD FOOTING B: POST AT THICKENED FOOTING � I I `� �a �
<br /> SCALE: 3/4 = 1 -0 1=1 I �-
<br /> SCALE: 314" = 1'-0" A: SINGLE WALL C: SINGLE WALL W�STEP o O
<br /> �6 ] TYPICA� STEPPED FOOTI�1� 07 TYPF EXTERIOR FOOTIf�G 08 TYP. GARAGE FOOTING � TYP CA� POST BASE 10 TYP. THIC���1ED S�AB W �
<br /> _ � -
<br /> , . _ _ _ �� W
<br />� � �
<br /> Q �- .
<br /> �
<br /> � Q
<br /> � �
<br /> m �
<br /> �
<br /> SNEATHING, NAILING AND "'
<br /> P.T. SILL PLATE ANCNOR BOLTS PER ~ w
<br /> SHEATHING, NAILING � �
<br /> AND ANCHOR BQLTS SHEATHING NAILING > SHEATHING, NAILING SHEARWALL SCNEDULE � E-
<br /> P.T. SILI PLATE PER SHEARWALL AND ANCHOR BOLTS #5C�18' O.C, AND ANCHOR BOLTS � �
<br /> (2) #5 CONT. SCHEDULE P.T. SILL PLATE SCHEDU�ERwALL 2-� I SCHEDULERWALL P T�2�� #SPCONT. #5 � 12° O.C, z i W
<br /> � (2) #5 CONT. #5�18" O.G (2) #5 CONT. '
<br /> �4@18" Q.C.
<br /> 2�_p'� 2�_�1� 2'-0" I,' p>,
<br /> �
<br /> � � � I .I i � � UNIT SLAB ��'-0" UNIT SLAB � z ��
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<br /> � � ii . - � a � . a a ir Q ii � a . 4 a� _ W �i .
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<br /> a :—a �.�- a . � � � Q ° � � � � a 4 � � - i `• -� •-�- -- Q . i i
<br /> ' (SLOPE PER ARCH)
<br /> p z '. d II) 91( . n ' . . ��— 4 � . ._-,:, a_.--- =e ��'—' ' . +4 . d .�II �,
<br /> � Q �� ��' . �� d . . . a a .� GARAGE SLAB � ��a . a �`. 4 . o . o z a a a ,d a . . �i �-1
<br /> � II 4 1 a • �_._a• � a' • d . a � � '. d� � . . p d - �
<br /> a • .— .—•,��' �"' � ° , � SLOPE PER ARCH � � a d �
<br /> d ' . 4 , p' Q . d q"1�., • ' . . . .. —' � I—I . y�{p ' . . � � � C
<br /> O ' —�� �— (
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<br /> I � I- I � #5C�12�� �.C. . . .a • • . a . Q � . � .. ��a �'�J��2�+ �.�. I t t I ' ' �. � IT� — - a ��
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<br /> 1:1 �e� � � � �° �� -
<br /> > „ � > ,� 1:1 ° � ._ oai ° � , �.
<br /> 1 -6 1 -0 #5Q12" O.C. Q . �i 4 .. � 4 �
<br />� #5�12" O.C. MIN #5�12" O.C. MIN �5�12° O.C. —�—° 2�_0» �li � �' � � � -
<br /> �w T&s J �
<br /> 2'-0" > �, ,. 2'-0" —� — I -�i��i�,-- • � � .
<br /> ��-o �'-o�'— � �
<br /> SCALE: 3/4" = 1'-0" ��1
<br /> 11 MAT ��JD�I PARTY WA�� @ GARAGE 12 �10T USED 13 TYP. GARAGE TO U�11T MAT FNDN TRA�1S TION 14 TYP CAI� P�RCH SLAB TO �J�! T 15 TYPICA� BUI�D f�G STEP � �
<br /> ❑ ❑ � � 0
<br /> _ _ T_ _ p �
<br /> POST PER PLAN - LOCATE PER ARCH �
<br /> PER ARCHITECTURAL �
<br /> z � CURB BEYOND SHEATHING, NAILING � �
<br /> ¢ R PROVIDE ABU POST BASE OR PER S EARWAI.�LTS .,� �
<br /> °- " " 8" 12" SQ PLINTH W/ (4)#5 � . �
<br /> � � ° ° - - � EQUIV. AT STRUCTURAL POST HOOK TOP BAR VERT & (2) #4 EW TOP P.T. SI�L PLATE c , � �
<br /> C� GARAGE P�1
<br /> (2) #5 CONT. � �
<br /> SEE ARCHITECTURAL FOR #5@18" O.C. �
<br /> COLUMN WRAP INFORMATION PAVING. SLOPE
<br /> A: �AN AWAY PER CIVIL � 2'_p'� 2'-0" �
<br /> PORCH SLAB GARAGE SLAB
<br /> � � . � a '._�_ � � � � — � �"� �
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<br /> Z C t_ — _ � ' ° �. a'a . _ — _ _ — _ — a ° 4 � � r"�
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<br /> � _� � I. ,—;I I I, _) . e.a/ .a —� _4 a.. . o a. .4 a° . � a:. ' . 4 ` — .-��_=1 I 1�I�I V �/� ►��
<br /> �� tA �.. . � . n .._�S_ a I a � _. �.a� ° d Q 'd I .d� � aQ--) I (—I I I- • P� (�1 h'�
<br /> ;v-, ° .. , �5C�12 O.C. � . . . a' a Q �. : � " � _,�,� � �� � �T 1 � H � �
<br /> FINISH _ = EWT&B � � � � �� � �� �s �a �s � ����� � � �
<br /> GRADE 1,-2" 1:1 ��' �,;�� I �� �I 1 i i�i^� � �
<br /> MIN_ » GRD BM (2)#5 TOP � � �
<br /> #5�12 O.C. FTG PER PLAN
<br /> 2'-p�� (2)�5 Q GRADE B�AM (2)#5 BOT /
<br /> 1'-0" T TOP AND BOT �
<br /> B: ELEVATION C: SECTION
<br /> SCA�E: 3/4" = 1'-0" SCALE: 3/4° = 1'-0" S E C TI Q�l A T B A�C 0�1 Y P 0 S T
<br /> 16 NOT USED 17 POST AT PQRCH STEN1 WA�� 18 SECT 0�1 AT GARAGE 19 �10T USED 20 FTG �C �RADE BEA� T E—IN '
<br /> � 0 0 � �
<br />
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