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<br /> GRADE RIM JOIST
<br /> SECOND POUR FIRST POUR '
<br /> f c = 3000 psi t'c = 4000 psi 1/8" x 1 1/2' PREMOLdED CONTINl10l1S �
<br /> . ' MASTIC JOINT STRIP OR PREMOLDED
<br /> BAR OhIER BARS TQP BARS OTHER BARS TOF BARS SEE PLAN FOR CONSTRUC110N JOINT (MAY BE SANKXIT AT SEE PLAN FOR BURKE 'KEYED KOLD" J�NT. ���� _�_ ��i �`� �
<br /> �ZE Ld LAP SPLICE LAP SPUCE Ld LAP SPLI(� LAP SPLI(� SLAB 1N�CKNESS OWNERS OP710N). SAWN JOINT SHALL BE �B iHfCKNESS STOP REINFORCING CLEAR Of' ��� i; ;' ;� 1, rn
<br /> ANQ REINFORCING MADE AS SQON AS POSSIBLE WlTHOUT AND REINFORGNG ,101NT EACH SIDE ? � �' �
<br /> �3 16' 21" 28" 14" 18" 24" (TYP.) DAMAGE TO SURFACE. (�•) � �
<br /> �4 22" 28" 37" 19' 25' 32' , - -------------- ------- • ai
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<br /> CUT ALL WIRES COMPACIID SUBGRADE AND C4MPACTED SUBGRADE AND =�----- `� ¢ N r�n m
<br /> AT JOINT GRANULAR FlLL GRANUtAR FlLL � � � �
<br /> 1. TENS�ON LAP SPLICE S'FIOWN ABOVE ARE FOR CONCRETE COVER t�tEA1ER THAN OR EQUAL TO BAR . . � '� � � � �
<br /> DIAMETER AND CEI�ITER TO CENTER SPACING GREATER THAN OR EQUAL TO TWO BAR DIAMETERS (SPACING RE: GEOTECHMCAL ENGINEER S Rf: GEOTECHNICAL ENGINEER S � ♦ �
<br /> ' AND CQVER GASE 1). TENSION LAP SPLICE SHOVMf ABOVE ARE CLASS 8 SPLICES. VAP(� BARRIER RECOMMENDATiONS VAPOR BARRIER RECOMMENDATIONS � �� N �,
<br /> D� a�
<br /> � � * RE: GEOIECHNICAL ENGINEER SAND RE: GEOTECHNICAL ENGINEER RE: .GEOTECHNICAL ENGINEER SAND RE: GEOTEqiNICAL ENGINEER � �� = W � ^
<br /> 2 OTHER BARS ARE ALL VERTICAL BARS AND HORIZOMTAL BARS iMTH LESS THAN 12 OF CONCREtE (fi I�IL MlN.) (6 MIL MiN.) � �
<br /> CAST BELOW THE BAR. �� �� � � � �
<br /> 3. 'TOP BARS' ARE HORIZONTAL BARS WITH MORE THAN 12" OF CQNt�tETE CAST BELOW THE BARS. PROVIDE CONTROL OR CONSTRUC�I4N JOINTS IN SLABS ON GRADE TO PROVIDE CONIROL �t CONSTRUC110N JOINTS (N SLABS ON GRADE TO ��_�» �`-- ♦` � � �,
<br /> � '
<br /> 4. DEVELOPMENT LENGIH (Ld) IS 'OTHER BARS"� CLASS A. BREAK UP SLAB INTO RECTANGULAR AREAS OF 400 SQUARE FEET OR BREAK UP SLAB INTO RECTANGULAR AREAS OF 400 SQUARE fEET OR #4 AT B.O. WALL _ ____�____ � �- U � �
<br /> LESS. AREAS TO BE APPROX. SQUARE AND NAVE NO ACUTE ANGI.ES. LESS. AREAS TO BE APPR4X. SQUARE AND HA1IE NO ACUTE ANGI.ES. ♦ ���' . � � �
<br /> d01NT LOCATI4NS TO BE APPROVED BY THE ARCNITECT. J�NT L�ATIONS TQ BE APPROVED BY THE ARqiITECT. (2) #�4 AT FTG. � � o �y
<br /> SCALE: NONE SCALE: NONE � T -�-' ao 0
<br /> SCALE: 3 4" = 1'-0" � ��` � '", �z
<br /> 1[� TYP. LAP SPLICE SCHEDULE � TYP. SHRINKAGE CONTROL JOINT S.J. 3 TYPfCAL CONST�UCTION JOINT C.J. ����� � }� f-; ��
<br /> O ❑ ( � 0 TYPICAL STEPPED FOOTING 0 NOT USED N�; �-- ,� � � �� °..,
<br /> BEGIN FRAMING LAYOUT BEGIN FRAMING LAYOUT � '
<br /> WALL PLATE NAILlNG PER UPPER WALL•
<br /> PLYWOOD EDGE NAll1NG (P.E.N.) PLYWOOD EDGE NAWNG (P.E.N.) SHEATHING, NAlLING� AND ANCHOR SCHED. FOR UPPER WAtl BEARING/SHEAR WALL ;:f . �.' �. ' °
<br /> SHEATHING, NAIUIVG, AND ANCHOR BOLTS PER SNEARWALL SCHEDULE PER f'LAN AND SCHEDULE
<br /> NON-STRUCTURAL MATERIAL BOLTS PER SHEARWALL SCHEDULE PLYWOOD SHEATHING TQ MATCH (P6 MIN, U.N.O.) POST PER.PLAN - LOCATE
<br /> (P6 MIN. U.N.O.) WALL ABOVE
<br /> PER ARCHfTECTURAL fL00R NAil1NG PER
<br /> COP1C. SLAB AT SIM. 2X/3X NON-TREATED PLATE PER STRUCNRAL NOTES �
<br /> ; STUB OUT RE{NF. INTO 5LA8. EACH SHEARWALL SCHED. W/ 11/16° DI
<br /> P.E.N. PER UPPER WALL S N
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<br /> LEG MIN 1'-0") � 24" O.C, pLYWOQD EDGE NAIUNG (P.EN.) HOLES FOR A. BOLTS PROVIDE ABU POST BASE f� o
<br /> N N � 1 P.T. PLATE W/ 1° DIA. HOLES OR EQUIV. PER P�AN P.E.N. PER UPPER WALL � � r ,� �-
<br /> SUBFLOOR: EL 0=Q" � SUBFLOOR: EL 0'-0" FQR A. BOLTS. PAliO SLAB � � `
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<br /> �I T�'I�---j� �'._( i 1.' , � ,; FRAMING PER PLAN �
<br /> ¢ � a � � 2X4 � 16° O.C. PONY WALL FOR FlNISH G DE °O �•e�y . � FLOOR fRAMfNG '��� �
<br /> � . 'I.� ' „ „ I.�• (1) �4 HOR. CONT. AT T.O.W. Q �
<br /> W PER PLAN �
<br /> = z .� _ . JOIST SUPPORT W/ 1/4 DIA. X 3 ,_,�j � � J Z � �
<br /> . - � � ' �� .� LONG DRIVE PINS AT 36" O.C. g Z '��=11 -I I_ITI I �.�a�_ • . � � BLKG. � 48" '�° S-° ^ ;�- o
<br /> �4 VERT. O 18 O.C. w �..__ .��. _j i � � � � � �, cn
<br /> ! a'(" o � . •� � W� STD. N04K °- � � SEE 7 THIS SHEET � � � � � o r�i N
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<br /> 8� SEE DETAIL 7 THIS SHEET FOR 11GHTLlNE DRAIN RE: ARCH. * POST AT THICKENm SLAB FOO11NG POST AT PA110 FOQ1TNG �
<br /> BALANCE. $ Q �n
<br /> ��_4� FOUNDATION DRAIN RE: ARCH. ��_4� � o
<br /> (1) �4 NOR. CONT. A: T.O.C. -12 1/4" B: T.O.C. -3" Q Q
<br /> SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" o � o
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<br /> • 6� TYP. FOOTING (FRAMING PERP.) [�7 TYP. EXT. FOOTING DETAIL PERPENDI�ULAR 8 NOT USED 0 POST BASE 10 TYPICAL FOOTING (FRAMING PARALLEL) ; o a
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<br /> SHEATHING, NAIUNG S�Up WAIl BEYOND ¢ � W = d
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<br /> POST PER PLAN OR EQUIV. (1) �4 CONT. DIA`.3HOLE (NON/1RE/i41TED) �4 BAR � i v o � n. �
<br /> LOCAlE PER ARCH. FlNISH GRADE -
<br /> (SEE ARt:hl. FOR 1wX/P.T.�HEMH�PLATE ""� SLOPE PAVING z �' '� cv .��..�
<br /> . COLUMN VVRAP INFO.) PORCH SLAB . - ��
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<br /> a � Q °° � ACCOMMODATE PAVING �
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<br /> FOUNDATION
<br /> � DRAIN STEMWALL AND I 1
<br /> � '`� � FOOIING BEYOND L 1.T J Cn
<br /> ' BY OTHERS y�;-t., � ,
<br /> • a. `• • a �' „ FOOTING, WALL & REINF. U PER PLAN $» �
<br /> .a . < PER 7 1HIS SHEET 8
<br /> ' SEE DETAIL 7 THIS SHEET FQR �
<br /> ��_q° BALANCE. � •��
<br /> SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" �
<br /> �
<br /> 11 P�ST AT PORCH 12 NOT USED 13 NOT USED 14 TYPICAL GARAGE FOOTING 15 TYPICAL GARAGE APRON
<br /> H�awr� � PUN �
<br /> BEARING ANDfOR SHEAR --------
<br /> WAil PER PLAN PE�R PL�AN H�OLDOWN SCHEDULE ----- ------�-- �,� �
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<br /> 6„ � ,� O
<br /> 10d AT 6 12" O.C. 10d AT 6 12' O.C. PLATE NAIUNG — SEE � � �
<br /> FULL DEpTH PER STRUCTURAL NOTES �� DEpm 1 PER STRUCTURAL N4TES DOUBLE JQIST y'��AR yypLL Sq�Ep. a � � �
<br /> BLOqCiNG BLOCKING S6.0 JO�ST PER PLAN trn,.� RIM TO TOP RLATE CONNECTi�i o � � t1,
<br /> (3) 8d TOENAIL EACH (3) 8d TOENAIL EACH PER SHEARWALL SCHEDULE a ►y �
<br /> BLOCK BLOCK PL�rp� P�-�fl�� � � O
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<br /> � � �
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<br /> ( � THICKENED FOOTING � � � �
<br /> AT HOf.DOWN �
<br /> LENGIH TO BE 2X �.� � � �
<br /> BEAi� PER PLAN THREADED ROD ` _ _�_ EI�B�D. DISTANCE � � � ''�
<br /> SQUARE PT POST - SIZE TO � , � � � �� � �
<br /> ' MIATCH BEAM 1MDTH � r SfMPSON AC EA. SIDE OR Z P�SN (�•� ' n � �1- 2X/3X PCATE W/ 11/16 , � l � cC3 �
<br /> � - t �, •� ZHREADEO COUPLER Z DIA. NOLE NON-TREAIED V �
<br /> � ) .i• :i �
<br /> �MPSON A24 OR EQUNALENT ' � 2X (�1SSET EA, SIDE W/ Z Z _ SHEATHING, NAIIJNG, AND � CONTINUE POST I I I I I � � 1X P.T. HEM-FlR PLATE ' � CC�
<br /> iMTH POS�TIVE ANCHORAGE _- � (5) 0.131"X3" TOP AND BOT. � � `D ANCHOR BOLTS PER � TO FTG. BQ.OW I I I I I ( I �1/ 1' QIA. HOLE �� � 4
<br /> T O F�T I N G � -' � � � _ B E A E R P L A N z � SHEARWALL SCHEDULE A. B O L T P E R S(:F I E D. I I I I ( I I I I L I N E O F F O�1 1 N G � �' �
<br /> � 1J _.�_J.L BEYOND � ,.5�.� � ,,_,
<br /> REINF. PER PtAN RQNF. PER PLAN ` � - -- '� � p
<br /> UNE OF F�11NG BEYOND � �
<br /> Q Q F � --..�,� If II o � �
<br /> � — — — � . • W W II II m�,
<br /> a � I I '----- I I I=� � � � SHEATHING, NAll1NG ,- °- ----�--- --- ---- w �
<br /> � �-i - i..-� � • ``' `----,----+---- ---'----`--- AND ANCHOR BOLTS (2) �4 CONT. "'
<br /> SCALE: 3/4' = Y-0" PER PLAN �2� � �T. ' ^ PER SHEARWALL THICKENED FOOi(NG AT EMBED.
<br /> S� ' �4 = 1- SCALE: 3/4" = 1'-0" � �4 St�lEDULE SCALE: 3/4" = 1'-0" 1'-4° HOLDOWN - LENGTH TO $E �_2X EMBED. - ER SCHED.
<br /> - ' 2X EMBm DISTANCE PER 20/56.0 �ALE: 3/4 - 1 0
<br /> • = � 6 TYPICAL INT�RIOR FOOTING (PERP.� 17 TYPICAL INTERIOR FOOTING (PARA�LEL) 18 TYPICAL P�NY WALL 19 TYPICAL PONY WALL �l� HOLDOWN 20 H4LDOWN P�ACEMENT • `
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