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_ ____ __ _ - __ __ .
<br /> ,
<br /> � GRADE RIM JOIST '
<br /> SECOND PdUR FIRST POUR ;
<br /> fc = 3000 psi fc =.40Q0 psi 1/8" x 1 1 fY PRFJuIOLDED CONTINUOUS �
<br /> BAR OTHER BARS T� BARS OTHER BARS TOP BARS SEE pLAN FpR MASi1C JOiNT STRiP OR PREMOLDED � "
<br /> COIVS?RUCTi�+I JOINT MAY BE SAV�CUT AT SEE PLAN FOR • " ' n' � ' ' o
<br /> SIZE Ld LAP SPUCE LAP SPl10E Ld LAP SPUCE LAP SRL1t:E SLAB THI(�CNESS � � y C SLAB 1NiCKNESS BURKE "KEYED KOLD JOINT. � � ��� ��� �� �� . .-�
<br /> OWNERS �'110N . SAIh'N J(NNT SHALL BE STOP REINF�tqNG CLEAR � �;� ��t� ��I t1 � �
<br /> AND REINFORqNG MADE AS S0�! AS POSSIBLE 1MTHOUT AND REiNFORqNG J(NNT EACH �DE ? �
<br /> �3 16" 2f' 28" 14' 18' 24" (TYP.) DAMA(� TQ SEIRFACE (�•) � �
<br /> � — ��---------------�--------
<br /> � � , �;
<br /> �4 22' 28" 37" 19' 25" 32' o . . �i , U � �
<br /> �5 27" 36" 46' 24' 31' 40' "'•_4 �'' ' '•: • ; . _ � �. - .. : :-„_• .. � �;,. ._• . . . •� . . --: . : < . � ..- . .-- ••�..d•�...: , . : : . .. � �' � ' _ ~
<br /> Y.' rr��L�. •,• •• rr� ���. �r`�.L:.�r�����.���'�.'� ' ���•�r���.�.L��•�e�..r• Q
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<br /> � . _ . i. '.. �.: a. . �� . ` '!' +� • < •. � -
<br /> J� 2ZCc �-�1 �p �._.: �,�-- _ . . .��.-. =,r: µ;.,.. .�:.. �: : _' �.':. .��w � 1.5 H � �
<br /> 2a' �7/' 'fp' Te•: -<"`��a�- ;��V :;,-;�,.._ :r�:�:2,.�i.�4-,<~�:i«ai'L"1r:x;"yi;t.. � M1�: � � .
<br /> A`i .Ws 4.3r JVr ;s r� "t sL.�F- :.
<br /> .� � �--I
<br /> � , ------- J.e�. � � ; .
<br /> 0
<br /> ♦` � � � . "
<br /> GUT ALT. WIRES COMPACTED SUB(�tADE AND COMPACIID SUBGRADE AND =�—----- ` � � v� p
<br /> A�' JOINT GRANUlAR FlLL GRANULAR FlLL ¢ "
<br /> 1. 7EN�ON LAP SPL10E �iOWN AB�VE ARE FOR (bNCRETE COVER GREA7ER THAN �2 EQUAL TO BAR RE: GEOTECHMICAL ENGINEER'S RE t�OTECHNiCAL ENGINEER'S ` ``� �, :.��(a' � .�' �
<br /> DIAMETER AND (:ENTER TO CENTER SPAqNG GREATER 7HAN OR E(�t1AL TO TWO BAR DIAMETERS (S'PAaNG � � — a�
<br /> VAPOR BARRIER RECOM�tENDA�I(HVS VAPOR BARRIER � �� v
<br /> AND COVFR CAS'E 1). TENSI�I LAP SPUCE �iOWN ASOVE ARE CLASS B �ll(�S. RE: GEOTEGHNICAL ENaNEER RE GEOTECHIdICAL EN(�(�EER RECOMMENDATIONS � �` � � .�,
<br /> 2 'O1HER BARS" ARE ALL VERTICAL BARS AND HORIZQNTAL BAR$ WITH LESS THAN 12" OF t�NCRETE (6 MIL MIN.) SAND RE: GEflTECHNiCAI EMGINEER (6 MIL MIN.) (� SAND RE (�OTECHNICAL ENGINEER � �` W � v
<br /> CAST BELOW THE BAR. �
<br /> � � �
<br /> — o
<br /> 3. 'TOP BARS' ARE HORIZONTAL BARS WITH A��tE THAN 12" OF (�NCRElE GAST BELQW THE BARS. 1'-5" ` � � � �
<br /> PROVIDE CONTROL �t COI�ISTRUCII�i �INTS lN SLABS ON GRADE T4 PROVIDE CONTROt. �2 CONSTRUCTiON �INTS IN SLABS DN t�tADE TO � � a� �
<br /> 4. DEYELOPMENT LENGTH (Ld) IS 'O1HER BARS"� CLASS A. . BREAK UP SLAB tNTO RECTAM(�1LAR AREAS OF 4DU SQUARE FEET OR BREAK UP SLAB INTO RECTANt�11LAR AREAS OF 400 SQUARE FEET OR #4 AT B.O. WALL _ __„_�_�,+___,_ �� ►— �; -� � �
<br /> [�SS. AREAS TO BE APPROX. SQUARE AND HAYE NO Aq1TE ANi�..fS. LESS. AREAS TQ BE APPROX. St�t1ARE AND HAVE NO ACUTE ANGLES. � �� U z � `
<br /> JOINT LOCATI�VS TO BE APPROVED BY 1HE ARCHITECT. ,�INT LOCAII�IS TO BE APPROVED BY THE AR�hIITECT. (2) #4 AT FTG. � L o � .
<br /> SCALE: NONE SCALE: NONE SCALE: 3/4" = 1'-0" T � � � � ' '
<br /> � :�:�-=;:u��: �.;,.
<br /> 0 TYP. LAP SPLICE SCHEDULE Q TYP. SHRINKAGE C�NTROL J�4NT S.J. � TYPICAL CONSTRUCTION JOINT C.J. 4 TYPICAL STEPPED FOOTING 5 NOT USED �,,- F— ; � a=.� -
<br /> � � � � � 0 �
<br /> BEqN FRAMING LAYOUT BEGIN FRAMING LAYOUT , � �
<br /> PLYWOOD EDGE NAILING (P.E.N.) ' PLYWOOD EDGE NAILING (P.E.N.) � WALL PLAlE NAILING PER UPPER WALL:
<br /> SHEATHING� NAIUNG, AND ANCHOR SCHED. FOR UPPER WALL BEARING �iEAR WAIl , .
<br /> SHEATHING, NAILING, AND ANCHOR BOLTS PER SHEARWALL SCHEDULE
<br /> NON-STRUCTURAL I�ATERIAL , BOLTS PER SHEARWALL SCHEDULE PLYlNOOD SHEATHING TO MATCH POST PER PLAN - L�AIE PER Pl.N AND S(�IEDULE
<br /> + (P6 MIN. U.N.O.) WALL ABOVE (P6 MIN. U.N.O.) PER ARCHITECTURAL - FL0�2 NAIl.ING PER �
<br /> CONC. SLAB AT SIM. SHEA3RWALL SG D.�W/11/'t6" DI STRUCNRAL NOTES p,�,N. PER UPPER WAIl `�
<br /> � STUB OUT REINF: INTO SLAB. {EA S �� � .
<br /> a, a j LEG MIN 1'-0`) � 24" O.C. PLYWOOD EDGE NAIUNG (P.E.N.) HQL�S FOR A. BOLTS PROVIDE ABU POST BAS� , ,r� o
<br /> �N � 1 P.T. PIAIE 11V/ 1" pIA. HQLES OR EQU{Y. PER PLAN . P.E.N. PER UPPER WALL 1 l ,� ;
<br /> �' � • - FOR A. BOLTS. "' `� a '
<br /> St1BFL00R: EL, 0'-0" t SUBFLOOR: EL Q-0 PATiO SLAB t,�� � . - a � .
<br /> Z
<br /> � II J ' 1 O �
<br /> � FlNISH DE O° M �;_� �. „ �N ' GARAGE SLAB �1I ��°��� ��,
<br /> d-
<br /> � '�
<br /> = � � J� ?
<br /> � �
<br /> �� I �1.' Z M FRAMING PER PLAN � �� �
<br /> � °��� . oO °- RQOR FRAMING •��� �
<br /> � � � .� • 2X4 � 16' O.C. POIVY WALL FOR M FlNISH G DE � �� : � (�� �q. HOR. CON7. AT T.O.W. z � P� �N � I _
<br /> .� . � � .
<br /> z � (
<br /> z , .� JOIST SUPPORT W/ 1/4 DIA. X 3 — � � BLKG. +� 48' � t° � � o
<br /> � � ' � � LONG DRIVE PINS AT 36" O.C. � ' � �' ( � ,
<br /> � � . � - z �I ' �. ' �4 VERT. O 18' O.C. W �—— —�- —-� + � � � � � � v�
<br /> ! a•(< o � . •� � W/ STD. HO(� � � � SEE 7 THiS �IEET � Q o o M o � n
<br /> ' II
<br /> � a . � � � . REINFOR(�NG A o o \ ` � � ' ✓
<br /> o .- �
<br /> °O U . �� .e- • a � V d . a � -
<br /> �� PER LAN P� � PER LAN —� —� W �
<br /> M • a. -' ;.� -• 'a; ' (�
<br /> w �
<br /> � '1' � SEE DETAIL 7 1NIS SHEET FOR 11GHTLINE DRAfN RE: ARCH. ' �" ' PQST AT 7HICKENm SLAB FOOIING P.OST AT PATIO FQOTING �
<br /> $ BALANCE, $ � �c, �
<br /> ��_4. FOUNDATION DRAIN RE: ARCH. �,_4" � o
<br /> (1) �4 HOR. CONT. A: T.O.C. -12 1/4' B: T.O.C. -3" Q �
<br /> SCALE: 3/4' = 1'-0" SCAL�: 3 4" = 1'-0" SCALE: 3 4" = 1'-0' ' � ' , � � F �
<br /> / / SCALE 3/4 1-Q z .
<br /> 6 TYP. FOOTING F NOT USED � o °
<br /> [� { R A M I N G P E R P.� 7[�T Y P. E X T. F�O T I N G D E T A I L P E R P E N D I�U L A R 8 9 P O S T B A S E 1 Q T Y P I C A L F O O T I N G (F R A M I N G P A R A L L E L} > �, .
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<br /> cn o � � �j �
<br /> � N n' oD U
<br /> 5'hiEATIiiNG, NAILIN� STIJD WAIl BEYOND a � ,
<br /> AND.AN(�iQR BOLTS —�.-� T � � Z v
<br /> � PER SHEARWALL
<br /> ABU POST BASE S(�iEDULE �4 NO�NG I , I o � s � Q
<br /> OR EQUIY. (t� �4 CONT. 2X/3X PLATE W/ 11/16' � v o � a �
<br /> POST PER PLAN DIA. N4LE (NON-1REATED) �4 BAR � ( c7 , .
<br /> LOCATE PER ARCN. � FlNISH (�tADE
<br /> (SEE ARCH. FINt 1WX/;T.D AEM-�PLATE —� SLOPE PAVING z .
<br /> et M N W
<br /> COLUMN WRAP INFO.) p�� � • -
<br /> = Z
<br /> � � � . .
<br /> ( n • . 'a • . : a .,v I � Z
<br /> �
<br /> FlNISH �—� ( I=I � �a � �e � � � ' � ���' _ , � ' s
<br /> Z
<br /> (�2ADE � . . � (.—, ����i � __ . , _ �I �) ` .
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<br /> - e �... Q —1 I I— 'I—I�� � i��I I li f z ,
<br /> . � z �i i �=1 I 1-_ 1 � =�
<br /> i( I I � a � � �—� APRON TF!lCIMESS TO � .
<br /> . a • �
<br /> ��_� � ACCOMMODATE PAVING �
<br /> � SUBGRADE ._I.__L.,
<br /> FOUNDAiI�d � STEMWALL AND I I �
<br /> ' DRkIN � .�! o° FOQIING BEYOND __ J �
<br /> BY OTHERS - : �
<br /> a. �• a �' .. F�11NG� WALL & REINF. PER PLAN 8� �
<br /> .4�. < PER 7 TNIS SHEET 8" � '
<br /> ' SEE DETAIL 7 TNiS SHEET F0�2 C� .
<br /> 1'-4" BALANCE. � .+� � �
<br /> SCALE: 3/4" = 1'-0' �
<br /> SCALE: 3/4" = 1'-Q" SCALE: 3/4" = 1'-0"
<br /> �
<br /> 11 POST AT PORCH 12 NOT USED 13 �IOT USED 14 TYPICAL GARAGE FOOTING 15 TYPICAL GARAGE APRON �
<br /> ❑
<br /> _ HOLDOINN PER PLAN �
<br /> SEARING AR1D j4R S�-IEAR PQST PER ---- ———--—--}- O ,
<br /> WALL PER PLAN HOLDOWN HOLDOIIPJNN S(�iEDULE � -- � � �
<br /> PER PLAN ——— —————— ,�i �
<br /> � g" � � O
<br /> 10d AT B 12' O.C. 10d AT 6 12' O.C. PLATE NAIUNG - SEE � � �,
<br /> FULL DEPTH PER STRUCIURAL NOTES FULL DEPTH 16 PER STRUCIURAL NOlES DOUBLE J�ST SHEAR WALL SCHED. p � �„� � .
<br /> BLOqqNG BLOCKING S6.Q �IST PE'R PLAN (TYP.) PER SHERRWALL St�iEDl1NLE¶� p � r� �
<br /> BLO(�CC T�NAII EACH tBl,OCK T�NAIL EACH �� �
<br /> PLYWQOD PLYN�OQ � �� Q
<br /> O � � v .
<br /> � THICKENfD FOOi1NG � � � �
<br /> AT HOtDOtt,!N �
<br /> .
<br /> L.EWGT}I TO BE 2X r.� � .� �
<br /> EMBED. DISTANCE � �� � �
<br /> B�AM PER PLAN THREADED ROD
<br /> SQUARE PT POST - �ZE TO r ' � � �IST PER � � �
<br /> MATCH BEAM 1MDTH � f SfMPSON AC EA. SIDE �2 �' � Z THREADEQ COUPL.ER Z PLAN (TYP.� I �-- -�-�-- --f T' 2X 3X RLAlE W 11 16" ) � � � '
<br /> t ) DIA. I10LE NON-TREATED � �
<br /> � 2X GUSSET E'A. SIDE W Z � _ SHEATHING� , „ .,
<br /> SIMPS�I A24 OR EQUIVALENT d � � .�• �� ,
<br /> VNTH POSITIVE AP+ICHORAGE _- � (5) p.131"X3' TOP ANO BQT. � g NAILING AND � CONPNUE POST I I I I � � 1X P.T. HEM-FlR PLATE ' CC3
<br /> � `� ANCHOR B�TS PER � TO FTG. BELOW W/ 1 DIA. H(XE �
<br /> TO FOOTING -- � � � _ B ER PtAN z � � SHEARWAII SCHmULE A. B�T PER SCHEQ. I I I I I " L1NE OF FOOTING � � � bA -
<br /> �
<br /> Q _II —_ 1.1 __��L BEYOND �.� � �
<br /> REINF. PER PLAN REINF, PER PLAN ` � p
<br /> = z LINE OF FOOTING BEYflND �! II � � W �
<br /> Q Q � _
<br /> J � • • W W (I II m �
<br /> - � - - -
<br /> � �I I I� �---- i I I� � � � SHEATHING, NAIUNG �"-- ,�,
<br /> _ _ �., �----•----+---- — � ----- — ----
<br /> � i • ———�-—--—`-—— AND ANCHOR BOLTS � ^-' w rz
<br /> (2) #4 CO�IT , � PER SHEARWALL (2) �4 CONT.
<br /> . �
<br /> h11CKENED FOOTING AT �EM_BED, �
<br /> SCALE: 3/4' = 1'-0` PER PLAN �� • �4 = �- SCALE: 3/4" = 1'-0" 1 -4 SCHEDULE SCALE: 3/4" = 1'-Q" 1'-4" HOLDOV49d - L�NG1H TO BE SCALE: 3�=1'-0"BED. '�ER SCHED.
<br /> 2X EMBED DISTANCE RER 20 jS6.0
<br /> 16 TYPiCA� INTERIOR FOOTING �PERP.� 17 TYPfCAL fNTERIOR FOOTIN� (PARALLEL} 18 TYPICAL PONY W�LL 19 TYPICAL PONY WALL W/ HOLDOWN 20 HOLDOWN PLACEMENT ` .�
<br />
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