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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 jY PREMOLDED CQNTINUOUS
<br /> - BAR OTHER BARS TOP BARS O�tiER BARS T� BARS SEE p�qM FpR MAS11C �INT STRIP OR PREMOLDm °'
<br /> CQNSTRUCTi�I �INT (I�AY BE SAYNCUT AT 5EE PLAN F� BURKE "KEYED K�.D' JOINT. "� ��,' (�� ��_ ��,' �
<br /> SIZE Ld LAP S'�L10E LAP SPUCE Ld LAP �LICE LAP �LICE SLAB THICKNESS 01�TiERS OPTION). SAWN ,�tNT SHALL BE SLAS THICKNESS ST� REINFORqNG CLEAR � i� G I� , �,I
<br /> , . � � � . AND REINFORCING MADE AS SOOid AS POSSIBLE WITHOUT AND REINFORCENG JOINT EACH S�DE. � � "; ; "
<br /> �3 16 21 28 14 18 24 (TYP.� DAMAGE TO SURFACE. (1�'•) � � ,, . �
<br /> � LL' Lv' Jl ��7* L�N JLN � � ' .
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<br /> CUT ALT. V�lRES C�uIPACTED SUBt�iADE AND COMPAC�ED SUB(�ADE AND = ----- `� Q N tn c�o
<br /> AT JO1NT GRANUL.AR FlLL GRANULAR FlLL �� �� � v o
<br /> 1. 1ENSION LAP SPUCE SHOV�N ABOVE ARE FOR CONCRETE COVER �2EATER THAN OR Et�l1AL TO BAR RE GEOTECHNICAL ENqNEER'S RE: GEOTECHNICAL ENGINEER'S � �� � � +' �
<br /> DIAMETER AND CENTER TO CENTER SPAqNG GREATER THAN OR Et�t1Al TO 7W0 BAR DIAMEiERS (SPAqNG y�� 8�� N � �
<br /> AND COVER CASE 1). TENSi�I LAP SPUCE SHOWN ABOVE ARE CLASS B SpLICES. RECO�lMENDATIONS VAPOR BARRIER REt�kfMENDATI�iS � � �,
<br /> RE GEOTEqiNiCAL ENqNEER RE: (�OTECHNICAL ENGINEER � _
<br /> 2. 'OTHER BARS' ARE ALL VERTICAL BARS AND iiQRiZ�ITAt BARS V�l1H LESS TFiAN 12' OF t�NCRETE (6 MIL MIN.) SAND RE: GEOlEqiNlCAL EN(�NEER (6 M1L MIN.) SAND RE: GE0IECHNICAi. ENqNEER � �` W � y
<br /> CAST BELOW THE BAR. � � �
<br /> � a o �
<br /> 3. 'TOP BAR S' ARE HORIZONTAL BARS WITH �IORE 1HAN 12" OF CONCRE7E CAST BQOW THE BARS. PROVIDE CONTROL OR (�NSTRUCiION JOINTS IN SLABS �1 {�tADE TQ PROVIDE COrtTROL �t CONSTRUCTI4N �INTS IN SLABS ON GRAQE T4 ��_5n ____ ♦ � � �,
<br /> 4. DEVELOP�IENT LENGIH Ld IS 'Q7HER BARS", CLASS A. BREAK UP SLAB iNTO RECTAN(�11LAR AREAS OF 400 SQUARE FEET OR BREAK UP �AB iNTQ RECTANGULAR AREAS OF 400 St�IARE FEET OR — --- '� '�
<br /> ( ) #4 AT 8A. WALL — ---__�----- � '- U ° `n
<br /> L.ESS. AREAS TO BE APPROX. S�IARE AND HAVE NO ACU7E ANGl.ES. t.ESS. AREAS TO BE APPROX. SQUARE AND NAVE NQ AW1E ANGl.ES. ♦ � z �
<br /> � JOINT L�ATIONS TO BE APPROVED BY 1H� ARCHIlECT. �lNT L�ATiONS 70 BE APPROVED BY THE ARCHITECT. (Z) �4 AT FTG. �- o �
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<br /> SCALE NONE SCALE: N�lE SCALE: 3/4" = 1'-0" t (n `�' �z
<br /> ` -; . <;:�;��::.:``
<br /> 10 TYP. LAP SPLICE SCHEDULE 20 TYP. SHRINKA�E CONTROL JOINT S.J. 3 TYPICAL CQNSTRUCTION JOINT C.J. 4 TYPICAL STEPPED FOOTING 5 N4T USED f f� � E- ��� � -
<br /> � � Q � ) ❑ �
<br /> BEGIN FRAMING LAYOUT BEGIN FRAMING LAYOUT , U '
<br /> PLYWOOD EDGE NAILJNG (P.EN.) PLYWOOD EDGE NAILING (P.E.N.) SHEAIHING NAIUNG AND ANCHOR WALL PLATE NAItJN� PER UPPER WALL•
<br /> SHEAINING� NAiIJNG� AND ANCHOR BOLTS PER SHEARWALL SCHEDULE SCHED. FOR UFPER WALL BEARING/SHEAR WALI. �L�' �:,.4' ,� �'` r =. `.
<br /> NON-STRUCTURAL I�ATERIAL BOLTS PER SHEARWALL SCHEDULE PLYWOOD SHEATHING TO MATCH P6 MIN. U.N.O.) POSf PER PUW - LOCAlE PER fl�tJ AND SqiEDUIE
<br /> � (P6 MIN. U.N.4.) WAIi ABOVE �
<br /> CONC. SLAB AT SIM. � 2X/3X NON-TREATED PLATE PER PER ARCHITECTURAL �CIURAL NOTES �n
<br /> S1U6 OUT REINF. INTO SLAB. (EA SHEARWALL SCHED. W/ 11/16" DIA P.EN. PER UPPER WALL S N
<br /> -J LEG MIN 1'-0") � 24" Q.C. PLYWOOD EDGE NAIUNG (P.E.N.) HOLES fOR A. BOLTS PROVIDE ABU POST BA� j� o
<br /> PER PLAN P.E.N. PER llPPER WALL
<br /> �N � � 1 P.T. PLATE W/ 1" DIA. HOLES OR EQUiV. � �-
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<br /> S U B F L O O R: E L. 0'-Q' N � ! S U B F L O O R: E L. 0'-0" , F O R A. B O L T S. PAT10 SI.AB �
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<br /> FlNISH G QE �• I� � FLOOR FRAMING �II (
<br /> ¢ � .��_� . 2X4 � 16' 4.C. PONY WALL F� a'�,�� � �
<br /> � z .�� . JOIST SUPPORT W/ 1/.4° DIA. X 3" � �� (1) �4 HOR. C�JT. AT T.O.W � � � P� �M � i
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<br /> o � . � LONG DRIVE PINS AT 36" Q.C. � 1 I � �'.� '�.� „
<br /> °- � BLKG. � 48" � � � `r° r � o
<br /> -� � = z I a- �4 VERT. � 18 O.C. W .___ _�.. _j � \ \ � \ (� M
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<br /> OD M � � ' a � °� v d � • Q PER LAN PER PLAN PER LAN ��'I �JI � �
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<br /> � $� ' � SEE DETAlL 7 THIS SHEET FOR 11GHTLINE DRAiN RE: AR(�i. � ' ' POST AT 1HICKENm �AB FOQIING POST AT PATiO F�iiNG �
<br /> BALANCE. 8 0 �,
<br /> 1'-4" FOUNDAl10N DRAIN RE: ARCH. �._4" � o
<br /> (1� �4 HOR. CUNT. A: T.O.C. -121/4' 8: L4.C. -3° � o
<br /> SCALE: 3/4' = 1'-0" SCALE: 3/4" = 1'-0" SCALE: 3/4' = 1'-0' SCALE: 3j4' = 1'-0' z = �;
<br /> - 6 TYP. FOOTING FRAMING PERP. 7 TYP. EXT. FOOTING DETAIL PERPENDICULAR 8 NOT USED 9 E � 0 TYPICAL FOOT(NG FR,�MING PARALLEL � � �
<br /> 0 C ) 0 POST BAS ( ) W
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<br /> A N D A N C H O R B O L T S � a � z N
<br /> PER SFIENRWALL W w N � �
<br /> ABU POST BA� SCHEDULE �4 NOS�NG ( � o z� s � Q
<br /> U O � 0.
<br /> POST P�R PLAN
<br /> OR EQUIV. ��� � �T pi�OLE {NON/TREA�TED) �4 8AR I I o z
<br /> L O C A T E P E R A R C H. F�N I S H G R A D E
<br /> (SEE ARCH. FOR ��j��j���� _� 5,�.�E PAYING �
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<br /> . COLUMN WRAP INFO.) P�� � � _
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<br /> ' �— . • q �° � �—� APR�+1 1HICKNESS TO � } `�
<br /> a. � . �il I I�
<br /> � ACCOMMODATE PAyNG �
<br /> � SUBGRADE -J-——L-�
<br /> FOUNDATI�1 STEMWALL AND I �
<br /> ` � . DRAIN � �I oO FOOTING BEYOND __ J �
<br /> BY OTHERS � m
<br /> a. �• a �� .. FQOTiNG, WAtl dc R�NF. PER PLAN 8� �
<br /> .a . Q PER 7 THIS SHEET 8" •
<br /> � SEE DETAIL 7 THtS SHEET FOR C�
<br /> 1'-4" BALANCE. .F�?
<br /> ' SCALE 3/4' = 1'-0' SCALE: 3/4" = 1'-0' SCALE: 3/4' = 1'-0'
<br /> �1!
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<br /> 11 POST AT PORCH 12 NOT USED 13 NQT USED 14 TYPICAL GARAGE FOOTlNG 15 TYPlCAL GARAGE APRON
<br /> ❑ ❑
<br /> HOLDO�dN PER PLAN �
<br /> --- -------- O
<br /> BEARING ANO%R S�IEAR H�O� POST PER , r..� .�
<br /> WALL PER PLAN PER PLAN HOLDOYVN SCHEDULE ——— --——--—--—— -� �+i
<br /> fi" t " �
<br /> 10d AT 6 12' O.C. tOd AT 6 12" O.C. PLATE NAILlNG - SEE _. � � �
<br /> FULL DEPTH PER STRUCTURAI NOTES FUl1 DEPTH 16 PER SIKUCTURAL NOTES DQUBLE JOlST SHEAR WALL St�IED. p � �"� �
<br /> BLOqCING 3 8d TOEN EACH BLOCKING S6.Q �IST PER PLAN (TYP.) P(ER SHEARWALL Sq-IEDUL�¶� o � � �,
<br /> . BL}OqC � BLQq( TOENAIL EACH � .� �
<br /> PLYWOOD PLYWOOD � � p
<br /> � � r�n
<br /> ( h�ICKEN@ FQOTING � � � �
<br /> AT HOLDOWN
<br /> LENGTN TO � 2X �,�.,� � .� �
<br /> BEAM PER PLAN � EMBED. OISTANCE � .Z,
<br /> SQUARE PT FOST - S1ZE TO � , � , THREADED ROD �IS1. PER I � I
<br /> '� - r �, .� TNREADED COU LER z —-T-�—— -n————-T T' 2X 3X PLATE W 11 16' �� e�� p
<br /> MATCH BEAM WIDTH * r SIMPSON AC EA. S�DE (OR) .i• :i• � P R � PLAN (TYP.) ( ( I ( I DIA. HOLE NON-TR�ATED) � � � � �
<br /> S�MPSON A24 OR EQUIVALENT � 2X (�1SSET EA• SIDE W/ Z z = SHEATNING, NAIUNG, AND � CONTiNUE POST � I ( I I I 1X P.T. HEM-FlR PLATE C� �
<br /> WIiH POSI7IVE ANCHORAGE _- * (5) 0.131"X3" TOP AND BOT. g g `� ANCHa2 BtkTS PER � TO fTG. BELOW I I ( ( I I ( W/ 1 DIA. HOLE �� � O
<br /> T O F O O T I N G '- � °� � B � P�1 � m ��W�- S���� A. B O L T P E R S C H E Q. ( (I I I I I I I L I N E O F F 0 0 1 1 N G � � �
<br /> -U ———-1 L BEY(N�ID � � N ^,,
<br /> � FtEINF. PEtt f�AN RQNF. PER PLAN ` � (I II '� � 4
<br /> = LINE OF F�TiNG BEYOND o � � w �
<br /> z z R w
<br /> d — — a�. . w W �� �� m v�i
<br /> — — � . SHEATHING, NAIUNG � � � ,�,
<br /> � � 'III' L����� I� I �'�.I I � L�������1���� ���L���L�— ANDANCHORBOLTS � M ���� �� ��� ���� W � .
<br /> (2) #� � Pa� s��wa� (2) � co�r
<br /> SCALE: 3/4' = 1'-Q" PER PLAN SC • /4 = 1 SCALE: 3/4" = 1'-0' ���4n SCHEDULE SCALE: 3/4" = 1'-0" 1'-4� HaDOVIM - L.E�ttGTH TO BE �_2X EMBEO. '�EftMSCHED.
<br /> - 2X fMBED DISTANCE PER 20/S'6.0 �� 3 f 4 - 1 0
<br /> 16 TYPICAL INTERIOR FOOTING �PERP.) � 17 TYPICAL INTERIOR F�OTING (PARALLEL} 18 TYPIGAL PONY WALL 19 TYPICAL PONY WALL W/ HOLD�WN 2Q HOLDOWN PLACEMENT '
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