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�GRAOE RIM JQIST
<br /> SECOND POUR FIRST POUR I �
<br /> fc = 3000 psi fc = 4000 psi 1/8" x 1 1/2" PREMOLDED CONTINUOUS . � �
<br /> MASTIC JOINT STRIP OR PREMOLDED ;„ �i; ���� �n �� o
<br /> BAR OTHER BARS TOP BARS OTHER BARS TOP BARS SEE PLAN FOR CONSTRUCTION JOINT (MAY BE SAWCUT AT SEE PLAN FOR — BURKE "KEYED KOLD" JOINT. ���� '�" '�" "" 'ti�� �
<br /> ivi �vi ivi �vi i
<br /> SIZE Ld LAP SPLICE LAP SPLICE Ld LAP SPLICE LAP SPLICE SLAB THICKNESS SLAB THICKNESS "' �" ��� ��� "� �'0
<br /> OWNERS OPTION). SAWN JOINT SHALL BE STOP REINFORCING CLEAR OF '^' '"' '"' "' '"'
<br /> �„� ��,� ���� „� �„�
<br /> AND REINFORCING AND REINFORCING JOINT EACH SIDE. z �- �'� �� "" � "" ""
<br /> �3 16" 21" 28" 14" 18" 24" (TYP.) - DAMAGESTO S R ACE��SIBLE WITHOUT (�) ` �` „ ' ' ,, ' ' ' ' �
<br /> _
<br /> ` `D ` ;',' — ------------ �'i i------ �
<br /> ( #4 I 22" 28" 37" ! 19" 25" 32" � _ _
<br /> �� ,� �
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<br /> �5 27" 36" 46" 24" 31" 40" ��°— . �". . _° . • ._ .. . . � � � . � � � � � � � "� � � � � f � � U .�
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<br /> 43 6
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<br /> 28 7 '�`
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<br /> 3 48
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<br /> CUT ALT. WIRES COMPACTED SUBGRADE AND COMPACTED SUBGRADE AND �_�\———- \\ � � �n q
<br /> 1. TENSION LAP SPLICE SHOWN ABOVE ARE FOR CONCRETE COVER GREATER THAN OR EQUAL TO BAR AT JOINT GRANULAR FILL GRANULAR FILL
<br /> RE: GEOTECHNICAL ENGINEER'S RE: GEOTECHNICAL ENGINEER'S � � {'
<br /> DIAMElER AND CENTER TO CENTER SPACING GREATER THAN OR EQUAL TO TWO BAR DIAMETERS (SPACING \ �i •
<br /> VAPOR BARRIER RECOMMENDATIONS VAPOR BARRIER RECOMMENDATIONS � N �' °'
<br /> AND COVER CASE 1). TENSION LAP SPUCE SHOWN ABOVE ARE CLASS 8 SPUCES. RE: GEOTECHNICAL ENGINEER RE: GEOTECHNICAL ENGINEER � �� _ �
<br /> 2. "OTHER BARS" ARE ALL VERTICAL BARS AND HORIZONTAL BARS WITH LESS THAN 12" OF CONCRETE (6 MIL. MIN.) SAND RE: GEOTECHNICAL ENGINEER (6 MIL. MIN.) SAND RE: GEOTECHNICAL ENGINEER �\ �\ W � �
<br /> CAST BELOW THE BAR.
<br /> 1'-5' \ \\`� �, � � �
<br /> 3. "TOP BARS" ARE HORIZONTAL BARS WITH MORE THAN 12" OF CONCRETE CAST BELOW THE BARS. PROVIDE CONTROL OR CONSTRUCTION JOINTS IN SLABS ON GRADE 70 PROVIDE CONTROL QR CONSTRUCTION JOINTS IN SLABS ON GRADE TO �\ � � �,
<br /> 4. DEVELOPMENT LENGTH (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 8.0. WALL �_��,,,���:-��„�,�� � � �' � �.
<br /> LESS. AREAS TO BE APPROX. SQUARE AND HAVE NO ACUTE ANGLES. LESS. AREAS TO BE APPROX. SQUARE AND HAVE NO ACUTE ANGLES. � � v � �
<br /> JOINT LOCATIONS TO BE APPROVED BY THE ARCHITECT. JOINT LOCATIONS TO BE APPROVED BY THE ARCHITECT. � � �
<br /> (2) #4 AT FTG. � � L- Q �
<br /> SCALE: NONE SCALE: NONE � � T � � � �
<br /> SCALE: 3 4' = 1'-0" �
<br /> � - =.
<br /> 10 TYP. LAP SPLICE SCHEDULE 20 TYP. SHRINKAGE CONTROL J�INT S.J. 3 TYPICAL CONSTRUCTION JOINT C.J. 4 TYPICAL STEPPED FOOTING 5 NOT USED ��� �-- � �
<br /> � ) ❑ � ) ❑ � < <<
<br /> BEGIN FRAMING LAYOUT BEGIN FRAMING LAYOUT '"� U V�"�'�'"�N
<br /> �� ;, l3���' 4 q ..��� :
<br /> PLYWOOD EDGE NAILING (P.E.N.) SHEATHING, NAILING, AND ANCHOR PLYWOOD EDGE NAILJNG (P.E.N.) SHEATHING, NAILING, AND ANCHOR SCHEDPLFOR UPPERGWALL BEAR NG/SHEAR WALL r .:: z� ���� ��- �'` `
<br /> NON-STRUCTURAL MATERIAL BOLTS PER SHEARWALL SCHEDULE P�LYWOOD SHEATHING TO MATCH BOLTS PER SHEARWALL SCHEDULE � �} ,�,f;}=�f' � �fi�:���'�������
<br /> —POST PER PLAN - LOCATE PER PLAN AND SCHEDULE � �� �'�3�� ���� �
<br /> (P6 MIN. U.N.O.) WALL ABOVE ; (P6 MIN. U.N.O.) PER ARCHITECTURAL — FLOOR NAILING PER
<br /> CONC. SLAB AT SIM. 2X/3X NON-TREATED PLATE PER STRUCTURAL NOTES �
<br /> � STUB OUT REINF. INTO SLAB. (EACH? SHEARWAILL SCHED. W/ 11/16" DIA. — P.E.N. PER UPPER WALL � � N
<br /> � � LEG MIN 1'--0") C� 24" O.C. PLYWOOD EDGE NAILING (P,E.N.) HOLES FOR A. BOI�TS PROVIDE ABU POST BASE `�I� �
<br /> �N � 1 P.T. PLATE W` 1" DIA. HOLES OR EQUIV. PER PLAN P.E.N. PER UPPER WALL � � ,� o
<br /> `� � � » , FOR A. BOLTS. ,� ,�
<br /> �
<br /> SUBFLOOR: EL. 0'-0" SUBFLOOR: EL. 0-0
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<br /> Z � PATIO SLAB �� - a �
<br /> . � . .__ .._._ , �
<br /> � � � �- �- -- ��• �°" '� GARAGE SLAB � � W
<br /> O
<br /> FINISH GRADE M ��� _ �o��( �- N _ ;;� `c�- 111 �' � � �~'
<br /> �� � I(� I = � �, � I ( �?`��
<br /> �— `T �il�I�i I i�i I I�I II I(I I .,( (,.� `. _� � . „ FRAMING PER PLAN � I � ���
<br /> �'�1=1 I �� °��� „ FlNISH GRA DE o O ��
<br /> � ��� ( � 2X4 C� 16 O.C. PONY WALL FOR ��� � � � _ °- F L O O R F R AM I N G ') I
<br /> _ „ „ � — — °Il��� (1) #4 HOR. CONT. AT T.O.W. ¢ � � � � PER PLAN �I �
<br /> ' ,,,II � �1 . JOIST SUPPORT W/ 1/4 DIA. X 3 =— - -
<br /> � �
<br /> z ---�- -1 I I-1 I I-I I I-f i �
<br /> � a LONG DRIVE PINS AT 36" O.C. ¢ 'I I=I i l-1 � � � � � ¢ " �
<br /> �i � � — I 1=1 I( . � � -� BLKG. � 48 � � � � C° 'n d-
<br /> �- � . � z ���—�� a . #4 VERT. C� 18" O.C. w .��� �a o �� � � � � o � � r�
<br /> :- � � E � � I!(�' . �I. � W/ STD. HOOK �� � Q � � � � r� cv
<br /> 4� ° � � _ � SEE 7 THIS SHEET I ¢ o o r� o � �
<br /> � i
<br /> � a . � � . REINFORCING r o 0 0 = M `r
<br /> � � � a.. . Q � � d a. . : 4 �
<br /> ' P E R L A N P�R PLAN P E R L A N �� �� � �
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<br /> � � ' ,--,I I I,;,I I I,;,I I I,;, �' ' ,-_,I I I,;,i l 1,;, !_„
<br /> SEE DETAIL 7 THIS SHEET FOR TIGHTLINE DRAIN RE: ARCH. � �
<br /> POST AT THICKENED SLAB FOOTING POST AT PATIO FOOTING '�
<br /> 8�� BALANCE. 8" � ,�,
<br /> � 1'-4" � F'OUNDATION DRAIN RE: AftCH. •� �,_4�, � w �
<br /> �
<br /> ,� ,- �. �. (1) #4 HOR. CON7, � � � �
<br /> A: T,O.C. -12 1/4 B: T.O.C. 03 Q �
<br /> SCALE: 3/4" = 1'-0„ SCALE: 3 4" = 1'-0" SCALE: 3 4" = 1'-0" „ , n = o
<br /> / / SCALE: 3/4 = 1 -0 o c, o
<br /> 6[� TYP. FOOTING (FRAMING PERP.) 7 TYP. EXT. FOOTING DETAIL PERPENDICULAR 8 NOT USED 9 POST BASE 10 TYPICAL FOOTING FRAMING PARALLEL) � o �'
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<br /> _ _ 3 �
<br /> �
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<br /> cn o � � �j
<br /> —SHEATHING, NAILING STUD WALL BEYOND o W � � �
<br /> AND ANCHOR BOLTS �-� _ � z "'
<br /> PER SHEARWALL ,,, W � � �
<br /> ABU POST BASE SCHEDULE A #4 NOSING I I o o � Q Q
<br /> POST PER PLAN OR EQUIV. (1) #4 CONT. -- ----- � 2X/3X PLAT�E W/ 11/16 I �
<br /> LOCATE PER ARCH. FINISH GRADE �DIA. HOLE (NON-TREATED) #4 BAR � � � � M N �
<br /> (SEE ARCH. FOR - �''�`�-W/1 TDIA.�HpLE PLATE _ � PAVING
<br /> COLUMN WRAP INFO.) PORCH SLAB � � SLOPE � `
<br /> .
<br /> � i . . .
<br /> � � � � � :
<br /> ♦` — ' d ' . d . � . , � , •' . V . . : 'O . �
<br /> FINISH � '� —) I C—� I � _ � . ( .Qa . �
<br /> — — � _� �
<br /> GRADE�, ;� _ . � i I,;�I I I, i �.-_ � � � , ��I I I�I I , =I I!�-I� �r
<br /> = x -1 I 1- ' I 1=1 I 1=� � i-I 1=� ' z
<br /> �1,:� ¢
<br /> —� a; . . . � � —,�— =1 I 1=1 I I �
<br /> ` �— . . �Q � � �—� ( APRON 7HICKNESS TO ( � `i
<br /> e � `� ( ACCOMMODATE PAVING �
<br /> � (—� ( SUBGRADE vI. _m L�
<br /> FOUNDATION ��
<br /> � DRAIN - STEMWALL AND I (
<br /> BY 07HERS �,� ��� �� FOOTING BEYOND (e _m J .� C�
<br /> c. �� a �� .. FOOTING, WALL & REINF. �c" �' � PER PLAN �,� !��
<br /> ' � PER 7 THIS SHEET g
<br /> �a . �
<br /> ��L SEE DE'TAIL 7 THIS SHEET FOR C�
<br /> 1'-4° ( BALANCE. I ��
<br /> SCALE: 3 f 4" = 1'-0" „ _ ,_ n � � _ �_ n �
<br /> SCALE: 3/4 - 1 0 SCALE: 3/4 - 1 0
<br /> �
<br /> 11 POST AT PORCH 12 NOT USED 13 NOT USED � 4 TYPICAL GARAGE FOOTING 15 TYPICAL GARAGE APRON
<br /> ❑
<br /> HOLDOWN PER PLAN _ _ _ �
<br /> BEARING AND/OR SHEAR POST PER ���� ——— —— —— — . � �
<br /> WALL PER PLAN PERDPLAN HOLDOWN SCHEDULE — — — ——— —— —— — � �
<br /> 6" 1 " �
<br /> 10d AT 6/12" O.C. 10d AT 6 12" O.C. __ PLA7E NAILING - SEE ___ ; _ — � (� r'�
<br /> � DOUBLE JOIST SHEAR WALL SCHED.
<br /> FULL DEPTH - PER STRUCTURAL NOTES FULL DEPTH 16 PER STRUCTURAL NOTES o � �
<br /> BLOCKING BLOCKING S6•d RIM TO TOP PLATE CONNEC�ION o � �,
<br /> JOIST PER PLAN (TYP.) PER SHEARWALL 'SCHEDULE ►�
<br /> (3) 8d TOENAIL EACH (3) 8d TOENAIL EACH
<br /> 0
<br /> BLOCK BLOCK PLYWOOD PLYWOOD � � � p
<br /> _ p � � c�
<br /> / I I � THICKENED FOOTING � � � `�
<br /> i � AT HOLDONM �
<br /> " LENGTH TO BE 2X �� � � �
<br /> . �
<br /> BEAM PER PLAN � THREADED ROD ' •
<br /> _ _ EMBED. DISTANCE � . � � �
<br /> SQUARE PT POST - SIZE TO � � � �
<br /> - JOIST PER r—��n�— -n—----r r 2X/3X PLATE W/ 11/ls" � O
<br /> MATCH BEAM IMD7H � � �• -� z THREADED COUPL_ER � � � DIA. HOLE fNON-TREATfD �
<br /> SIMPSON AC EA. SIDE (OR) ,, :
<br /> PLAN (�.) i I I I I ) + � �
<br /> SIMPSQN A24 �R �QUIVALENT � . � 2X GUSSET EA. SIDE W/ z -� =-t� z � SHEATHING, NAILING, AND ---- � '�- CONTINUE POST I I I I I I I 1X P.T. HEM-FlR PLATE � C�
<br /> WITH POSITIVE ANCHORAGE � _ _ � (5) 0.131 X3 TOP ANp BOT. � � `Q ANCHQR BOLTS PER �
<br /> TO FOOIING � � � � BEA PER PLAN z «� SHEARWALL SCHEDULE T0 FTG. BELOW � � � I I I I I W/ 1" DIA. HOLE �� � �
<br /> - A. BOLT PER SCHED. I ��I I I I I I LINE 0 FOOTING �
<br /> � � � 1 v m— -�-� ——— -� L BEYOND �i 4� �'
<br /> REINF. PER PLAN �` REINF, PER PLAN � a� � LINE OF FOO�ING BEYOND II II � � � W P�
<br /> 0
<br /> ¢ ¢ w z �J�_ �� �� m �
<br /> � � � �
<br /> � � - `
<br /> Q I I I �----- � � �=I � � � �----�---�-----C�----�---+-- SHEATHING, NAILING -' -----f}- --- -- -�}--- — w �
<br /> �
<br /> � i—i i—� � 1
<br /> — AND ANCHOR BOLTS (2) �4 CONT. '�`' � �J �� �
<br /> �— (2) #4 CONT. PER SHEARWALL 7FIICKENED FOOTING AT �EMBED.
<br /> SCALE: 3/4" = 1'-0" PER PLAN SCA : /4 = 1'- SCALE: 3/4" = 1'-0" 1'-4» SCHEDULE SCALE: 3/4" = 1'-0" 1'-4" HOLDOWN - LENGTH TO BE -�A_2X EMBED. �- ER SCHED.
<br /> � � � 2X EMBED DISTANCE PER 20/S6.0 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 /> � ) 0 .� � ❑
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