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. '
<br /> GRADE RIM JOIST
<br /> SECOND POUR FIRST POUR '
<br /> fc = 3000 psi fc = 4000 psi 1/8° x 1 1/2" PREMOLDED CONTI�dEJOUS �
<br /> BAR OTHER BARS TOP BARS OTH�R BARS TOP BARS S�E PLA�! FOR MASTIC JOlNT STRlP OR PREl�OLDED -� ;
<br /> JO �
<br /> a s `�n i i iin iSn �iu �
<br /> CONSTRUC�tON J41NT MAY BE SA�ICUT AT SEE PLAN F03d BURKE KEYED KOLD JOINT. �v� d� ��� �d' ��� � ' '.
<br /> S�ZE Ld LAP SPUCE LAP SPLICE Ld LAP SPUCE LAF SPLICE SLA� THOCKNESS 01'�J E R S O P T I O N . S A W t d J 4 1 N T S N A L L B E �B ���NE� STOP REINFORCING CLEAR OF �ti; ��;j !r,� �M1� �;;! rn
<br /> � �i u v n ��a �+ n�
<br /> � N � A » N AND RQNFORCING MRDE AS SOON AS POSSIBLE WlTHOUT AND REINFORCING JOINT EACH SIDE. � d �
<br /> �3 16 21 28 14 18 24 (TYP.) DA�AAGE TO SURFACE. (rn'.) Z , � � � � �
<br /> „ �
<br /> �4 22" 28" 37" 19` 25" 32" � Ci; ---------------�� ------- U � �. .
<br /> . .. .. � . , . . . �*,�. +�
<br /> ... � - :.,,�. . .. .,. . . . . . . . . . : z �T_I'�I�'-'-'I I� z �
<br /> �S 27" 3S' 46" 24" 31' 40" �-� �_'.�'�� ;_i..: , �. � .. .. --_��e`� � -r`�_z'__:�_�_•�_�...� :'` • ' " " '°�_:_.a,.:...�_:� �c ,_ ^
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<br /> • • Cc A I! tl • _ ••ie: `�:�:j:� _�eY`, ' n;e�.,:"i ' ' � � � \r/ .
<br /> 33 43 �JV _ �1..cYf'L:i't:. �'i;.':.:...� ;,�L-;;:. �;-.;:;�:;�- 1.5 H
<br /> � 28 37 4� r;:.:,.. . .. ;�..;; �=;. .
<br /> -;5,:'S,_ W
<br /> Rr^ 1¢ r�r� � y'����� � � .
<br /> � , � � �
<br /> I ' . I I ' ������� e�-� Q ,
<br /> � � �
<br /> � � ~ C�2
<br /> CUT ALT. Y'91RES COMPACTED SUBGRADE AND C0�9PACTED SUBGRADE ARD --- `� X �� N � co � � �
<br /> _�-- Q '�.��
<br /> AT JOINT GRAPdULAR FlLL GRANULAR FlLL � � � �
<br /> 1. TENSION LAP SPIJCE SHOP�'N ABOVE ARE FOR CONCRETE COVER GREATER TNAN OR EQUAL TO BAR , , � � _ ��� �_' � +, �
<br /> DIAMETER AND CENTER TO CENTER SPACING GREATER THAN OR EQUAL TO TifaO BAR DIAI�ETEKS (SPACING VAPOR BARRlER RE GEOTECHNICAL ENGINEER S RE: GEQIECHNICAL ENGINEER S \ �� � i�,. - � ' ,
<br /> RECO��I�ENDAl10NS VAPOR BARRIER RECOMPdENDAl10NS N � °'
<br /> AND COVER CASE 1). TENSION LAP SPLJCE SHOINN ABOVE ARE CLASS B SPUCES. RE: GEOTECHNICAL ENGINEER RE: GEOTECHNICAL ENGINEER l �� _ ' �"
<br /> �i��=::
<br /> 2. 'OTHER BARS' ARE ALL VERTICAL BARS AI�D HORIZONTAL BARS WlTH LESS THAN 12' OF CONCRETE (6 �11L. �lPJ.) SAND RE: GEOTECHNICAL ENGiNEER �6 �'� ��0�� SAND RE GEOTECHNICAL ENGINEER e` o` .� W � � . �
<br /> CAST BEL04'J THE BAR. . .
<br /> � -` o
<br /> 3. 'TOP BARS" ARE HORiZONTAL BARS Y7TH I�ORE THAN 12" OF CONCRETE CAST BELOW THE BARS. 1'-5" e � � � .
<br /> PROVIDE CONTROL OR CQNSIRUCTION JOINTS IN SLA�S ON GRADE TO PROVIDE CONTROL OR CONSTRUC110N JOINTS IN SLABS ON GRADE TO � � `� � a� � ''
<br /> 4. DEVELOPMENT LENGTH (Ld) IS "OTHER B�4RS", CLASS A. BREAK UP SLAB INTO RECTANGULAR AREAS OF 400 SQUARE FEET OR BREAK UP SLAB INTO RECTANGULAR AREAS OF 400 SQUARE FEET UR #4 AT 8.0. WALL _ �_-���___� `e F- U � � �
<br /> LESS. AREAS TO BE APPROX. SQUARE AND HAVE NO ACUTE AtdGi�S. LESS. AREAS TO BE APPROX. SQi1ARE AND HAVE NO ACUTE ANGLES. ♦ z � �
<br /> � c�?
<br /> JOINT LQCAl10NS TO BE APPROVED BY THE ARCHITECT. JOISVT LOCATIONS TO BE APPROVED BY THE ARCHlTECT. (2) #4 AT FTG. \ L o � � .
<br /> SCALE: NO�E SCALE: NONE � T � -� ;� � � �
<br /> SCALE: 3 4" = 1'-0" �
<br /> -,� � . ,
<br /> 4 TYPICAL STEPPED FOOTING 5 NOT USED ��1�� � �91�� � . ,
<br /> 1 TYP. LAP SPLICE SCHEDULE 2 TYP. SHRINKAGE CONTROL JOINT S.J. 3 TYPICAL CONSTRUCTION JOINT C.J. �� d,F����� �� ����� ± � u
<br /> ❑ ❑ �-- ;� , _.
<br /> C � ❑ C � ❑ ❑ .� �� : : s � .-.
<br /> ( , ,��e .� ,,_� �
<br /> BEGIN FRAMING LAYOUT BEGIN FRAMING LAYOUT L,��� �...J
<br /> PLYWOOD EDGE NAILING (P.E.N.) PLYWOOD EDGE NAI�ING (P.E.N.) P�ALL PLATE NAIUNG PER UPF'ER �ALL: ->� `: � ` �� �` .
<br /> SHEATHING NAILIPJG AND ANCHOR SHEATFiING, NAILING, AND ANCHOR ' - '�° -' � .. � F
<br /> NON-STRUCTURAL MATERIAL B O L T S P E R S H E A R W A L L S C H E D U L E P L Y W O O D S H E A T H I N G T O �A A T C H BOLTS PER SHEARWALL SCHEDULE �`
<br /> SCHED. FOR UPPER WALL BEARING/SHEAR WALL ,,..�- �'� ,F.`; '`;�.-�` �:, �
<br /> i POST PER PLAN - L O C A T E P E R P L A N A N D S C H E D U L E
<br /> P6 Mlid. U.N.O. YdALL ABOVE (P6 Nlitd. U.N.O.) . .;�� ;• �".: `-�` ;
<br /> j ( } PER ARCHIIECTURAL FLOOR tdAlllNG PER ��
<br /> CONC. SLAB AT SIM. i 2X/3X NON-TREATED PLATE PER STRUCTURAL NOiES �n .
<br /> P.E.N. PER UPPER �"��ALL , � � N
<br /> STUB OUT REINF. INTO SLAB. (EACH SHEARNJALL SCHED. W/ 11/16° DI PROVIDE ABU POST BASE , j o
<br /> � � i LEG MON i'-0") � 24" O.C. PLYIf6100D EDGE NAILING (P.E.N.) HOLES FOR A. �OLTS � �
<br /> N N ; � 1 P.T. PLATE �J/ 1" DlA. HOLES OR EQUIV. PER PLAN P.E.N. PER UPPER Y3�l1. .}� � j�,� � � •
<br /> fOR A. BOLTS. PATIO SLAB - �j � � .'�:,��§��' � a .'
<br /> SUBFLOOR: EL 0'-0" � ; SUBFLOOR: EL. 0'-0" ;
<br /> ? � � ; „a z v
<br /> s J ? .
<br /> � "r1N1SH G DE O° M �,a-- .' '!• �x � � GARAGE SLAB 1i I �'���� �� '
<br /> I�j Z r � M - 'I' �
<br /> I I- I H� �-� ' � �1.� a '� FRAMItdG PER PLAN � i� `�� . .
<br /> �'� -� ' al.� . n FINISH G DE oO �� y . n- FLOOR FRAlAING '��� I . .
<br /> ¢ 2X4 � 16 O.C. PONY WALL FOR w PER PLAN � (
<br /> � � • '�.� ' „ „ °� : (1� �4 HOR. COPdT. AT T.O.W. zQ �
<br /> z -) JOIST SUPPORT W/ 1 f 4 DIA. X 3 ��� �
<br /> � � •� � i . : � z I ��I ' e�. " � � BLKG. 8 4� � ( W `' � � � o •.
<br /> i = ' � � IONG DRIVE PI6�S AT 36" O.C. ¢ ��III� � � °- � " � 'o ►� N .
<br /> VERT. � 1S O.C.
<br /> ! a•(a o � �_�� � � � w � SEE 7 THIS SHEET ( Q o o r��y o � n �
<br /> W i��� �L L �i � � � � N
<br /> :I.L� . •I. � 1� STD. HOOK
<br /> � � `� � _) REINFORCING � A o o � � M � '
<br /> °o a � � .°: . a � � ' � , � .°: a PER LAN PER PLAN PER LAN -� -� W � , ;
<br /> r7 � a• M '' a: •' a P� �` •
<br /> -I I I.,� - ` �I 1=1 I 1= w �
<br /> ' n' " SEE DETAIL 7 THIS SHEET FOR TIGHTLINE DRAIN RE: ARCH. " ''� ' " POST AT THICKENED SLAB FOOTING POST AT PA710 FOOTING � � ,
<br /> $ BALANCE. $ � �n
<br /> >>_4n FOUNDATION DRAiy RE: ARCH. ��_4� � o
<br /> „ , n (1) �4 HOR. CONT. N ' N • p -.� � �
<br /> A: T.O.C. -12 1/4 B: T.O.C. -3 e � . _
<br /> SCALE: 3 4" = 1'-0" SCALE: 3 4" = 1'-0` = F
<br /> � SCALE: 3/4 = 1 -0 � SCALE: 3/4 = t-0 2
<br /> 6 TYP. FOOTING FRAMING PERP. 7 TYP. EXT. FOOTING DETAIL PERPENDI�ULAR 8 NOT USED 9 POST BASE 10 TYPICAL FOOTING FRAMING PARALLEL � � � . ��
<br /> ❑ � � ❑ ❑ 0 � ) W
<br /> c � a �
<br /> � N �
<br /> �
<br /> � N Z � Q � .
<br /> (!1 O � � .
<br /> SHEATHING, NRlUNG STUD WALL BEYOND o W °- = Q + ` "
<br /> r °
<br /> AND ANCHOR BOLTS -�-�-1- n- � z "'
<br /> . PER SHEARWALL = � o �_
<br /> �
<br /> ABU POST BASE g�Epu{,� �4 NOSING ( ( o � 5 � �
<br /> O � w w Q
<br /> POST PER PLAN OR EQUIV. (1) �4 CONT. pXA 3HULE (NON/TR��TED) �4 BAR ( � U o � a � .
<br /> L O C A T E P E R A R C H. Fl N I S H G R A D E z ,� M N �
<br /> (SEE ARCH. FOR �j�T�pj�p� P�� -� SLOPE PAYING
<br /> COLUMN WRAP INFO.) PORCH SIAB � � f i ��
<br /> FlNISH z � _� � �_� I �e d � . � .e • � . � a � .  z ' .
<br /> � �1 4�' 43� . I �da — ( ao
<br /> GRADE - � ( �-I I I 0 � ��� � :
<br /> � _ e� . � '' ► ;,I11= �' lll III ,� i i��llli� z -;a� .
<br /> . .
<br /> , III ��: . . . � � _� � �=i � �—_ i � - .
<br /> i_ �
<br /> � � _ �—� APRON THICKNESS TO `�
<br /> � � �a � -
<br /> a � �—� � SUBGRADE ATE PAVING �--L
<br /> FQUNDAl10� , �
<br /> � DRRIIU ° � O° FOO�ING BEYOND L __ J � �
<br /> BY OTHERS ��- � ''
<br /> ' a. �� , ' .. FO(?11NG, IPdALI & REINr. " PER PLAN $» � .
<br /> .a . � PER 7 1HIS SHEET 8 �
<br /> ' SEE DETAIL 7 TkiIS SHEET FOR .
<br /> 1'-4" BALANCE. .
<br /> SCALE: 3/4" = 1'-0' SCALE: 3 4° = 1'-0° SCALE: 3 4" = 1'-0° + , °
<br /> � � ` `
<br /> 11 POST AT PORCH 12 NOT USED 13 NOT USED 14 TYPICAL GARAGE FOOTING 15 TYPICAL GARAGE APRON �
<br /> ❑ a o ❑
<br /> HOLD0I��SJ PER PLAN �
<br /> --- -------- . .
<br /> BEARING AND/OR SHEAR POST PER a
<br /> -- • .I� :, .
<br /> WALL PER PUW PERDPLAN HOLDOVV� SCHEQULE ——— —————— � �
<br /> 6„ � �, � .
<br /> 10d AT 6/12` O.C. tOd AT 6/12° O.C. DOU�LE JOIST SHEAR WALL SCHEU. � � � •
<br /> �u pEpTM PER SIRUCTURAL NOTES �� pEpTy 16 PER STRUCTURAL NOTES � � � .
<br /> BLOCKING g�pqq�G S6.0 JOIST PER PLAN �TYf,, RIM TO TOP PLATE CONNEC110N o � �, , ;
<br /> (3) 8d TOENAIL EACH (3) 8d TQENAIL EACH PER SHEARINALL SCNEDULE p � � � �. `
<br /> BLOCK �LOCK PLYt�'OOD PLYI�'OOD � p ,
<br /> �
<br /> U
<br /> � ( � TH1CKEtdED FOOTiNG � � � �
<br /> � AT HOLDO�F! �
<br /> � LEtdGTH TO BE 2X � .� �
<br /> EMBED. DISTANCE �� � � :� �
<br /> BEA�! PER PLAtd THREADED ROD - a
<br /> SQUARE PT POST - SIZE TO � � � � J01ST PER � � � � �
<br /> MATCH BEA��I WIDTH � r SIMPSON AC EA. SlDE OR �' � z THREADED C4UPLER Z P�� (.�.) I -n-- T�----�� f 2X 3X PLATE IN 11 16 , � R3 �O
<br /> � 2X GUSSET EA. SIDE W , = CONTiNUE POST 1 � � � � , � DIA. HOLE NON-TREATED � F�
<br /> S I I�P S O N A 2 4 O R E Q U I V A L E N T d • � � � � z �� �� z � SHEATHING, NAILING, AND � 1 X P.T. HEI�-FlR PLATE ' CC�
<br /> 4'dITH POSITIVE ANCHORAGE _- � (5) 0.131 X3 TOP AND BOT. � /,� � i ANCHOR BOLTS PER -� TO F7G. BELOW � � � � ( � � �d/ 1 D I A. H O L f � � � .
<br /> TO FOO�ING -- � - � L� _ B PER PLAN z � S H E A R W A L L S C H E D U L E A. BOLT PER SCHED. I ��I I I I � � UNE 4F FOOIING � � � � . :
<br /> REINF. PER PLAN REI�F. PER PLAN � o - -- -1-1 ----L L- BEYOND .� � O '� ` "
<br /> = LIN� OF FOO11NG BEYOND �� II o = � W � �
<br /> J J • W � �� II p] N
<br /> o , I I I `'-- I ( I�� � � � • SHEAINING, NAILING ,- � ----J---- --- ---- w w �
<br /> i_i --- i-i� w •----,----�----
<br /> ---a----i--- - .
<br /> (2) �4 CONT. AND ANCHOR BOLTS �
<br /> PER SHEAR�ALL �2) �4 CONT.
<br /> 7HICKE(��D FOOIING AT EMBED.
<br /> SCALE: 3/4" = 1�-0' PER PLAN SCA • /4 = 1'- SCALE: 3/4° = 1'-0" � -4 S���� SCALE: 3/4" = 1'-0" 1'-4" HOLDOWId - LEt�Ghl TO BE �_2X EMBED. ER SCHED. ��
<br /> 2X EMBED DISTANCE PER 20/Ss.O SCALE: 3/4 - 1-0 .
<br /> 16 TYPICAL INTERIOR FOOTING (PERP.) 17 TYPICAL INTERIOR FOOTING (PARALLEL) 18 TYPICAL PONY WALL 19 TYPICAL PONY WALL W/ HOLDOWN 20 HOLDOWN PLACEMENT ° . .
<br /> ❑
<br /> � � �
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