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<br /> � GRADE RIM JOIST �
<br /> . SECOND POUR FlRST POUR
<br /> fc = 3000 psi fc = 4000 psi 1/8" x 1 1/2' PREMOLDED CONTiNUOUS Q
<br /> MASi1C �NT STRlP OR PREM�DED ;�� � � � � � � r, .
<br /> . . „� „�� ,�� ,�� �
<br /> _ BAR OTHER BARS T� BARS OTHER BARS TOP BARS SEE PLAN FOR (�NSTRUCII�t JOINT (MAY BE SAINWT AT SEE PLAN FOR BURKE KEYED KOLD �NT. �� _�; ��s �; ,�� �
<br /> SIZE Ld LAP �LICE LAP SPU(� Ld LAP SPlICE LAP SPLICE SLAB THIt�CNESS OWNERS OP�ION). SAWN J�NT S�IALL BE SLAB 1HICKNESS STUP RQNFORqNG CLEAR � Z �r �c,! �tt! '� �► �
<br /> AND REINF�CING MADE AS SOON AS POSS�BIf WITHOUT AND REINF�?qNG �INT EACH �IDE . � ' , , �
<br /> , .
<br /> �3 16' 21' 28' 14" 18" 24' (TYP.) DAMAGE TO SURFACE. ��'•) � ,,, a�
<br /> - ------------- � ------ ' �
<br /> �4 22" 28' 37` 19" 25' 32" �� �,i � - U .�
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<br /> �5 27' 36 46 24 31 40 -....�_�_.... , � .,......r.:_�_�-_ ' -R : _a , , ••- ' T;;;. , . a � 5 ��--y�-�r � �
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<br /> p = ----- '< � N � c°
<br /> WT ALT. WIRES COMPAGTED SUBGRADE AP1D COF�1PACTED SUBGRADE AN � ¢ � o
<br /> AT ,�iNT GRANUtAR FlLL GRANULAR FlLL � �� � � � .N �
<br /> 1. TDJSIOIV LAP SPLJCE SHOWN ABOVE ARE Ft?R C4NtXtETE COVER GREATER THAN OR EQUAL TO BAR ' itE GEOTECHNICAL ENGINEER'S � ", ''�� -� a�
<br /> DIAIAETER AND COJTER TO t�NTER �AaNG GREATfR 1HAN OR fQUAL TO TWQ BAR DIAMETERS (SPAqNG RE: (�OTECHN(CAL EN�INEER S � � cu
<br /> VAPOR BARRIER RECOI�IMENDATI�VS VAP�t BARRIER RECQMMENDAl10NS � �� `�' � � '
<br /> AND COVER CASE 1). TENSI�V LAP SPLICE SHOWN ABOVE ARE CLASS B SPUCES. RE (�OTECHNICAL ENqNEER RE: GEOTE(�iNICAL ENaNEER � �� = W � y
<br /> SAND RE GEQIECHN{CAL ENGINFfR SANQ RE GEOTEqiNiCAL ENGINEER �` r�,, - o
<br /> 2 '0 7 H E R B A R S' A R E A L L V E R T i C A L B A R S A N Q H O R I Z O N T A I. B A R S Y 4'I T H 1 E S S T H A N 1 2' � C O N t�2 E T E (6 M I L M I N.) (6 M I L k 1 1 N.) � �'
<br /> CAST BELOW THE BAR. � � �, � .
<br /> �
<br /> 3. `TOP BARS" ARE HORIZONTAL BARS K7�1 MORE THAN 12' Of C�VCRETE CAST BELOW THE BARS. PROVIDE CQNIR4L 4R CQNSIRUC110N ,10lNTS IN �LABS 4N GRADE TQ PROVlDE t�dTR� OR CONSTRUCTION J�NTS IN SLABS ON t�tADE TO ��-5„ �� 'ti. +, � d: ;
<br /> 4. DEVELOPMENT LENGIN (Ld) IS 'OTHER BARS', CLASS A. B R E A K U P S L A B I N T O R E C T A N q 1 L A R A R E A S Q F 4 t� S t�)A R E F E E T � B R E A K U P S L A B I N T Q R E C T A N G U L A R A R E A S O F 4 0 Q S Q U A R E F E E T O R �4 A T B.O. W A f 1 _ __^___-�_�_._ � F- � U -� `� •
<br /> LESS. AREAS TO BE APPROX. SQUARE AND HAVE NO ACUTE ANGLES. LESS. AREAS TO BE APPROX. SQUARE AND HAYE NO AClf1E ANGLES. � � z �
<br /> �N l' L O CATI�I S T O B E A P P R O V E D B Y T H E A R C H I I E C T. ,R N N T L�A 7 1 0 N S T O B E A P P R O V E D B Y �F I E A R C H I I E C T. (2 1 #4 AT FTG. � ..� � Q
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<br /> SCALE: NONE SCALE: NONE SCALE: 3/4„ = 1'-0�
<br /> 2 TY . SHRINKA ON R�L J01NT S.J. 3 TYPICAL CON�TRUCTlON JOINT C.J. 4 TYPICAL STEPPED FOOTING [5� NOT USED � �-- ;�� �� `- � ��Y �
<br /> 1 TYP. LAP SPLICE SCHEDULE P GE C T � 0 .
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<br /> ❑
<br /> � � � �
<br /> BEGIN FRAMfNG LAYOUT BEGIN FRAMING LAYQUT � � I
<br /> WALL PIA7E NNL1NG PER UPPER WAIl: �
<br /> PLYWOOD EDGE NAILING (P.E.N.) PLYWOOD EDGE NAIUNG (P.E.N.) SHEATt-IlNG, NAIUNG, AND ANCHOR
<br /> � y ��
<br /> SqiED. FOR UPPER WALL BEARING/S�iEAR WNl ���������� {�.'�,�,� �����b'�«� ,
<br /> SHEATHING� NAWNG. AND ANCHOR BOLTS PER SHEARWALL SCHEDULE �����'�°��v`� �,�"� �� �� ' �
<br /> NON-STRUCTURAL MATERIAL , BOLTS PER SHEARWALL SCHEDULE PLYWOOD SHEATHING TO MATCH P�� P� P� - ��A� � � �� ���� '
<br /> i (P6 NIIN. U.N.O.) WALL ABOYE (P6 MIN. U.N.Q.) PER ARCHITECTURAL �T1)RAL NOTES 'r. �
<br /> P.E.N, PER UPPER WALL S ,� �
<br /> CONC. SLAB AT SIM, � 2X 3X NON-TREATED PLATE PER �. ' .
<br /> STUB OUT REINF. INTO SLAB, (EAC SHEARWALL SCHED. W/ 11/16" QI � �r �,
<br /> a, � ; LEG MiN 1'-0') � 24" O.C. PLYWOOD ED(� NAILING (P.EN.) HOLES FOR A. BOLTS PROVIDE ABU POST BASE PER PLAN P�� p� UPP� W�- f`�� �
<br /> � Q 1 P.T. PIATE W/ 1" DIA. HOLES �2 EQUIV. ,y ti �
<br /> N �
<br /> FOR A. BOLTS, a � a
<br /> PA110 Sl.A6 H w . � a o
<br /> SUBFLOOR: EL 0'-0' N �' i SUBFLOOR: EL. 0'-0" �
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<br /> ao d- L-- -- .' �� �°' '� GARAGE S�.AB '�( ����, r�'y
<br /> FlNISH G DE M �;-- - ° � � i �'
<br /> `� .�� Z � � M Z . . � ��
<br /> � � � I� • ( �1 ¢ FRAMIFIG PER PLAN a FLOOR fRAM1NG '��� �
<br /> ¢ "��� :i.� : FlNISH G DE °O (1) �4 HOR. CONT. AT T.O.W: z �
<br /> X 2X4 � 16" O.C. PONY WALL FOR a � w � PER PLAN � � .
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<br /> � Z a�� .�( . JOiST SUPPORT W/ 1/4 p DIA. X 3" _I I �� � � J BLKG. 0 48" ' ' r�l :° :° r �' o
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<br /> � ' I SEE 7 THIS SHEEf I Q o o � o r.� N
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<br /> f � a - ' � � � 4 - PER PLAN�� _J _� a o � .- M �
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<br /> PER LAN PER LAN w
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<br /> � �`�'� � SEE DETAIL 7 THIS SHEET FOR 11GHTLINE DRAIN RE: ARCH, � � ' � POST AT THIqCENED SLAB F�T1NG POST AT PA110 F04T1NG o
<br /> $ BALANCE. 8
<br /> � �
<br /> �,_4„ FOUNDAl10N DRAIN RE: ARCH. >>_4. � o
<br /> �1) �4 HOR. CONT. A T.O.C. -12 1/4' B: T.O.C. -3' � o
<br /> �
<br /> SCALE: 3/4" = 1'-0= SCALE: 3/4� = 1,-0� SCALE: 3�4" = 1'-0" SCALf: 3/4" = 1'-Q' o � o
<br /> TI N PERP. 7 T IL PERP�NDI�ULAR 8 NOT USED 9 POST BASE 10 TYPICAL FOOTING �FRAMING PARALLEL) > � a .
<br /> 6 T Y P. F�0 N G �R A M 1 G T Y P. E X T. F O O T I N G D� A ❑ � W
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<br /> SHE�THING, NAIUNG a � �, �
<br /> AND ANCHOR B�.TS -T--�- �
<br /> PER SHEAR�VALL �4 NO�NG � � o ``� 5 � Q
<br /> ABU POST BASE S q i E D U L E * � o � W W �
<br /> ZX/3X PLATE W/ 11/16 � o � �
<br /> POST PER PLAN OR EQUIV. ��� � �T DIA. HOLE (NON-TREATED) � 8� I ( �
<br /> LOCATE PER ARCH. - o z '
<br /> SEE ARCH. FOR �f� ��E 1X P.T. HEM-FlR PLATE � _ PAVfNG z �- M N w
<br /> � PORqi SLAB . W/ 1' DIA. HOLE SLOPE
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<br /> � � a °° -I I I � ACC�VIMODATE PAVING
<br /> a �1={ t SUBGRADE ,J._-.L.�
<br /> fOUNDATiINd
<br /> , DRAIN • j! � '
<br /> . Y THERS �,� �N BEYOND � -- -� �
<br /> B 0 PER PLAN g" �1
<br /> a. �� a �' .. FOOTlNG, WALL dc REINF. � $n ' '
<br /> •:�• " P� � TM�S �� SEE QETAIL 7 THIS SHEET FOR
<br /> 1'-4� BALANCE. '�
<br /> `V
<br /> SCALE: 3/4" = 1'-0" SCALE; 3/4� = i'-0� SCALE: 3/4" = 1'-0'
<br /> �
<br /> POST AT PQRCH 12 NQT USED 13 NOT USED 14 TYPICA� GARAGE FOQTING 15 TYPICAL GARAGE APRON �
<br /> 11 ❑
<br /> ❑
<br /> ❑ 0
<br /> � H�DONM PER PLAN �
<br /> �� _- � O
<br /> BEARING AND/OR S�-IEAR HOLDOWN POST PER + r1 � '
<br /> WALL PER PUW PER PLAN HOLDOWN SCHEDULE --- --------- ��
<br /> s„ � „ � O ,
<br /> 10d AT 6/12" O.C. 1Qd AT 6/12' O.C. DOUBLE �IST PLATE NAILING ' SEE � � ''�
<br /> PER STRUCTURAL NOTES �J� pEp� 16 PER STRUCNRAL NOTES SHEAR wALI SCHm' o Q� �
<br /> FULL DEPTH �LOC�CING S6.0 RII� TO TOP PLATE CONNECTiON � o � �
<br /> BLOqCiNG ,JOIST PER PLAN (TYP.) ��� . �
<br /> (3) &! 7�t+lAiL EACH (3)� TOENAIL EACH PER SFIEARWALL SCH o �"
<br /> � O
<br /> BLOCK �- PLYW�OD PLYfIV00D O �/ � L�
<br /> �
<br /> � 1HICKENED FOOTING �.,� � � �
<br /> AT H4LDOWN �
<br /> CC3 � �
<br /> tENGTH TO BE 2X �.� ..�
<br /> , ENIBED. DiSTANCE � � .Z+ '� '
<br /> BEAM PER PLAN THREADED ROD --T-�-- -�-�------T� 2X/3X PLATE W/ 11/16" �� � O
<br /> SQUARE PT POST - �2E TO � _ _ r , JOIST PfR
<br /> � r i i z THREJIDED COUPLER Z PLAN (TYP.) I I I I ( DIA. H4L.E NON-TREA7ED) , � � r� � '
<br /> �IATCH BEAM WID�Ii S�MPSON AC EA. SIDE (�t) � 1X P.T. HEM-FlR PLATE CC�
<br /> SIMPSON A24 OR EQUIVALENT � _ • �, � . � .�• :�• � , . F I � � ( ( ( � . � � O
<br /> i 2X GUSSET EA. SIDE W z SHEATHiNG NAILING AND � (�N11NUE P4ST W 1 D1A. HOLE
<br /> z
<br /> WITH POSITIVE ANCHORA(� _- � (5) Q131 X3 TOP AND BOT. � /,� g i ANCHOR BOLTS PER TO FTG. BELOW � I ( I � � �
<br /> TO FOOTiNG � '" � � l ' � _ BEA PER PLAN Z � SHEARWALL SCHEQULE A. BOLT PER SCHED. I ��I I I I I I BEYOND � �i N .�
<br /> � — � — —�L uNe oF Foa�Nc c� bA
<br /> RE1NF. PER PLAN REItdF. PER PLAN - - -- •�
<br /> � UNE � FOOPNG BEY�dD �� �) o � � � a
<br /> W
<br /> Z �� �� m N
<br /> JJ • • � W W .��—�}.�. . �..� ���� W L�
<br /> n- _ = _ � SHEATHING, NAlL1NG • °- "- � W
<br /> � � II (II L����� I� I II�.I ( ' � ����L���L��� �������i��- AND ANCH� B�TS
<br /> (2) �4 CONT. "'
<br /> (2) �4 CONT. , a PER SHEARWAfJ- THICKENED F0071NG AT EMBED.
<br /> SCALE: 3 4' = 1�-0' PER PLAN $C • /4 = 1'- SCALE: 3/4' = 1'-0' 1 -4 Sq-1EDULE . _ + , � n H0�004�N - LDVGTN �$�� �.0 � 2X EMBED.
<br /> � SCALE: 3�4 - 1-0 1 -4 SCALE: 3f4" = 1'-0' ER SCHED. s
<br /> 2X puIBED DISTANCE /
<br /> YPIC � INTERIOR FQOTING PARA�LE� 18 TYPICA� PONY WALL 19 TYPI�AL PON�` 1NALL W/ HQLDOWN 20 HOLDOWN PLACEMENT '
<br /> 16 TYPICAL INTERIOR FOO�ING PERP. 17 T A ( � [�
<br /> ❑
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