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<br /> GRADE RIM JOIST �
<br /> . SECOND POUR FIRST POUR ' ` .
<br /> fc = 3000 psi fc = 4000 psi 1/8' x 1 1/2" PRE#�OLDED CON�INUOUS o ` �
<br /> MASTIC JOINT STRiP OR PREMOLDED ; „� �„� �c � �., .
<br /> _ CONSTRUC110N JOlNT (MAY BE SAWCUT AT " '� ' �� ��� ��, �� a,
<br /> BAR OTHER BARS TOP BARS OTHER BARS T�' BARS SEE PLAN FOR SEE PLAN FOR BURKE KEYED KOLD JOINT. �� y tu� �; Cd
<br /> - SIZE Ld LAP SPtJCE LAP SPU(� Ld LAP SPUCE LAP SPLICE SLAB THICKNESS QY�VERS QP110N). SAWN JOINT SHAL! BE �`B mE�� STOP REINFORqNG CLEAR OF Z �;�1� �;; �t;I ��� ;s� Q
<br /> AND REINFORCING MADE AS S�N AS POSSIBLE WITHOUT AND REINFORCING �INT EACH S�DE �
<br /> �3 16' 21" 28" 14' 18' 24" tTYP.) DAMAGE TO SURFACE. ��•) ' ' � �
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<br /> �4 2Y 28' 37" 19" 25' 32" ��� � �' V +
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<br /> #5 27' 36' 46' 24" 31' 40' .._a.... .'. ' . • .���� .., +_!d_.t • ,�, • r 4ti�L�r� _�..��'�'� '.� •,_ - .y �• /5..::..a;:..� a �I I � w
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<br /> CUT ALT. WIRES COMFACTED SUBGRADE APID COMPACT�D SUBGRADE AND -�--^---- " t "' "
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<br /> AT JdiNT GRANULAR Flll GRANULAR FlLL � �� � ,�� �t � .,� �
<br /> 1. TENNSI�! LAP SP{10E �IOWN ABOVE ARE FOR CONCRETE COVER GREATER THAN OR EQUAL TO BAR , ' � o - �
<br /> E RE: GEOT�CHNICAL ENGINEER S RE: GEOTECHNiGAL ENt�NEER S � i
<br /> DIAMETER AND CE�ITER TO CO+ITER S'PAqNG GREAiER THAN OR EQUAL TO TWO BAR DIAMETERS (SPA(�NG VAPOR BARRIER � �� �' � .�
<br /> �� RECOMMENDAl10NS VAPOR.BARRIER RECOMMENDATiONS
<br /> AND COVER CASE 1). TENSION LAP SPIJCE SHOWN ABOVE ARE CLASS B SPt10ES. RE: GEOTECHNICAL ENqNEER RE: GEOiECHNICAL ENGiNEER "
<br /> 2 'OTHER BARS" ARE ALL VER�iCAi. BARS AND HORIZONTAL BARS WI1H LESS THAN 12` Of CONCRETE (6 MIL MIIN.) SAND RE GEQTECHNICAL ENGINEER (6 MIL MIN.) 5AND RE (�OTECHNICAL ENqNEER � `�� W � � .'
<br /> CAST BELOW THE BAR. �� � � ° c�z
<br /> �
<br /> 3. 'TOP BARS" ARE HORIZONTAL�ARS WI1N MORE THAN 12' OF C�VCRETE CAST BELOW THE BARS. PROVIDE COMTROL �t CANSTRUCiI�I �NNTS IN SLABS ON GRADE TO PROVIDE CONTRt� OR CONSTRUCII�V J�NTS tN SLABS QN GRADE TO ��-5n �� - � ,� ��'.
<br /> BREAK UP SLAB INTO RECTAN(�1LAR AREAS OF 400 S(�llARE FEEf OR BREAK UP �AB 1NT0 RECTANGUlAR AREAS t� 400 SRUARE FEET �t 4 AT B.O. WALL = ___- � �- U � `�
<br /> 4. DEVELOPl�ENT LENGTH (Ld) IS '01HER BARS", CLASS A. LESS, AltEAS TQ BE APPROX. SQUARE AtdD HAVE NQ ACUTE ANGLES, t.ESS. RREAS TO BE APPROX. St�JRRE AND HAVE NO ACUiE AN(�.ES. # ��-'--- � � � � • .
<br /> �INT LOCATI�IS T4 BE APPROVED BY THE ARqiITEGT, J�NT LOCAIi�iS TO BE APPROVED BY iNE ARCHiTECT. (2) �4 AT FTG. \ .� � o �
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<br /> SCALE: NONE SCALE: NONE SCALE: 3/4" = 1'-0" _
<br /> TYP. LAP SPLICE SCHEDULE 2 TYP. SHRiNK GE CONTRQL JOINT S.J. 3 TYPICAL CQNSTRUCTlON JOINT C.J. 4 TYPICA� STEPPED FO�TING 5� NOT USED � �� F— ;�-�: :�` . �� �� ± �
<br /> � A C ) �l .
<br /> a � � � �
<br /> BEGIN FRAMING LAYOUT BEGIN FRAMING LAYOUT � � , �
<br /> ;..
<br /> PLYW�D EDGE NAWNG (P.E.N.) PLYWOOD EDGE NAIIJNG (P.E.N.) SHEATHING, NAILING, ANQ ANCHOR WALL PLATE NAlL1NG PER UPPER WALL• � '
<br /> SHEAINING, NAIUNG, AND ANCHOR BOLTS PER SHEARWALL SCHEDUlF SCHED. F4R UPPER WALL PERRPI.! AND St�iEDULE ~� .: �
<br /> NON-STRUCTURAL MATERIAL BOLTS PER SHEARWALL SCHEDULE P�YYVOQQ SHEATHING TO MATCH (P6 MIN. U.N.O.) POST PER FLAN - L�ATE
<br /> S .�
<br /> ( (P 6 M I N. U.N.O.) WALL ABOVE RER ARCHITECTURAL FLOat NAIUNG PER
<br /> CONC. SLAB AT SIM. 2X/3X NON-TREATED PLATE PER 5"fRUGTURAL NOTES �
<br /> STUB 4UT REINF INTO SIAB. (EA SHEARWALL SCHED. W/ 11/16" DIA P.E.N. PER UPPER WALL 3 N
<br /> � i � • N PROVIDE ABU POST BASE �
<br /> � � LEG MIN 1 -0 } � 24 O.C. PLYWOOD EDGE NAILING (P.EN.) HOLES FOR A. BOI.TS � E��� PER PLf�N P.EN. PER UFPFR WAtL ,� ,��� � ;
<br /> � �X a1 1 P.T. PL,ATE W/ 1" DIA. HOLES � `� ` °
<br /> _ SUBFLOOR: EL 0'-�' N � I SUBFLOOft: EL 0'-0" FOR A. BOLTS. PAT14 SLAB �� ` � � a � .
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<br /> . FlNISH G DE M �,;__ �� "' � N � GARAGE SLAB ' `�
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<br /> � I � ( I i I I -•'i i.i.� FlNISH G DE O° .� � : FRAMING PER PLAN o- FL44R FRAMING '��� � :,
<br /> � � I .�i : 2X4 � 16` O.C. PONY WA AFOR 3A °'� : (1� �4 HOR. GONT AT T.O.W. � � Q P� P� � i N
<br /> = z , { JOIST SUPPORT W/ 1 j4 D X � � J , � cc u, d,
<br /> o � . J' '. LONG DRIVE P1NS AT 36" O.C. ¢ '�� � �" � � „ � � BLKG. � 48 � I �, � � � t�i�
<br /> �- � . � • � z � � ' a�. � �4 VERT. O 18 O.C. � ��._ _.� --+ w � .- ao o � � ►'� �
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<br /> � � REINFORqNG _� _� M '
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<br /> � PER LAN P� P� PER LAN � � �
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<br /> �� �� � �� � � � POST AT ?iilq(DVED SLAB F4Q11NG POST A7 PA�10 FOOTING o
<br /> p SEE DETAIL 7 THIS SHEET FOR TiGHTUNE DRAIN RE ARCH. � � � .
<br /> . � o
<br /> 8 BALANCE. 8
<br /> 1'-4" FOUNDAl10N DRAIN RE. ARCH. ��_4.
<br /> (1) �4 HOR. CONT. A: T.O.C. -12 1 f4" B: T.O.C. -3' � o :, .
<br /> r
<br /> SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" o � o
<br /> SGALE: 3/4' = 1'-0' SCALE: 3/4" = 1'-0" z = H
<br /> 6 TYP. FOOTING FRAMING PERP. 7 TYP. EXT. FOQTING DETAIL PERPENDICULAR 8 NOT USED 9 POST BASE 10 TYPICAL FOOTING (FRAMING PARALLEL� � � a .
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<br /> STUD WALL BEYOND � N � g �
<br /> S'F(EATHING, NAIUNG � � N N �
<br /> , AND ANq�IOR B�TS -1--�--�- �
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<br /> PER SHEARWALL w W N � N .
<br /> SCHEDULE �4 PIOSING � I o `zs' w w a
<br /> ABU POST BASE
<br /> 4R EQUIV. (1) �4 CONT. 2X/3X PLATE W/ tl/16' � c� � a � .
<br /> POST PER PLAN QIA. HOLE (NON-7REATED) � B� I ( o �
<br /> LOCATE PER ARCH. FlNISH GRADE 1X P.T. HE�t-FlR PLA1E _� z `� �' `� w :,
<br /> PAVING
<br /> (�UMN WR�NFO. PORqi SLAB � z W/ 1" DIA. H�.E SLOPE _
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<br /> , I I I �� � z --,�-- _� � �=1 I I _ .
<br /> � � � � �—i APROPI 1NIqCNESS TO � � `�
<br /> • ' < O° -� � � � AGC�uiMODATE PAVING
<br /> •°. ' . i (=I � SUB(�2ADE _L--.L.,
<br /> - FOUNDAiION . �W� �p � �
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<br /> . DRAiN ° jl oO FOOTfNG BEY�+ID __ J �
<br /> �e. � • BY 01HERS .' ab PER PIAN g" � .
<br /> a. • d �' ,. FOOTING, WALL & REINF. �
<br /> PER 7 1HIS SHEET •
<br /> �a . " 8 SEE DETAIL 7 THIS SHEET FOR �
<br /> ��_�° BALANCE �I'� �' �
<br /> SCALE: 3/4' = 1'-0' SCALE: 3/4" = 1'-0'� VJ
<br /> SCALE: 3/4' = 1'-0" �
<br /> POST AT PORCH 12 NOT USED 13 NOT USED � 14 TYPICAL GARAGE FOOT�NG 15 TYPICAL GARAGE APRON
<br /> 11 ❑
<br /> ❑ ❑
<br /> a .
<br /> � H(H.DOWN PER PLAN �
<br /> ;� .
<br /> BEARING AND/OR SHEAR H�� POST PER --- ^-�---^ • � �-'
<br /> WALL PER PLAN PER PLAN HOLDONlN SCHEDULE --- -------- .�..� �
<br /> 6" 1 " " � .
<br /> 10d AT 6 12" O.C. 10d AT 6/12" O.C. T PLATE NAIUNG - SEE � � � ;
<br /> � D�TM PER STRUCTURAL NOTES �Ju D�p� 16 PER STRUGTURAL NOTES D��� � SHEAR WAL1. SCHED. p � � � � �
<br /> BCOqCiNG g�Qq��N� S6.0 t � RIM �0 TOP PLATE CONNECTI�1 0
<br /> 3 $d T�NAIL EACH (3) 8d TOENAtI EACH JOIST PER PLAN TYP. PER SHEARWALL SCHEDULE p � •� �
<br /> BL,O(�C BLOCK PLYWOOD PLYWOOD �
<br /> 0 � � � .
<br /> .(� � �
<br /> L I � THIqCENED fOQTING 1�"'� � b�A �
<br /> � AT HOLDOWN �
<br /> = LENGTH TO BE 2X �� � � � ' �
<br /> , ENlBED. DISTANCE � � � '�
<br /> BEAM PER PLAN THREADEQ ROD --n--- T1-----T r- ` 2X/3X PLAlE W/ 11/16' � 1 �� R3 O
<br /> S�JARE PT POST - SIZE TO � � r � z ��ST P� DIA. HOLE NON-1REAiED v •
<br /> �. � z THREADED COt1PlER Pu� (�.) i � i I I i I � • � �
<br /> MATCH BEAM WID1H � * SlMPSON AC E�. SIDE (�2) -
<br /> � * •�' =�' g SHEATHING, NAIUNG� AND � CONTINUE POST 1 X P.T. HEM-FlR PLATE !"'� CC3 „ � .
<br /> i 2X GUSSET EA. SIDE W z Z '
<br /> SIMPSON A24 OR EQUIVALFNT � � � � q�q�QR gp�� pQ� � T4 FTG. BELOW I I I I � I I ° °
<br /> WlTli POSITIVE ANCHORAGE __ � (5) 0.131"X3' TOP AND BOT. F / W/ 1 DIA. HOLE i,�,_, p
<br /> TO FOOT1NG � ' � � � - BEA ER PLAN � «� SHEARWALL SCHEDULE A. B�T PER SCHED. I (�) I I ( I I B� � FOOTING � � � �
<br /> _ �_ 1J _ _�L �� � �
<br /> � REINF. PER PIAN REINF. PER PtAN � UNE OF FOO11NG BEYOND (� �� . o � � W a
<br /> Z �—�'— II II m�
<br /> �
<br /> � J • �. — L�"FW ��� ��� � ��, ��
<br /> �
<br /> � _ _ = � SHEAINING, NAIIJNG . °- �- � T � `'' W
<br /> W I I I .-_____ � I_� i � � �___�___�___ ___�___�__ �, .
<br /> AND ANCHOR BOLTS 2 C(NJT.
<br /> � � �—� �^� ' ' (2) �4 CONT. PER SHEARWALL � j � Z}IIqCENED. FOO11N6 AT �— 2X EMBED. EMBED.
<br /> " SCA(.E: 3/4' = li-0' PER PLAN SCA � /4 = 1- SCALE: 3/4" = 1'-0' ��-4� ��U� SCALE: 3/4" = 1'-0' 1'-4" HOLDO.WN - LENGIH TO BE
<br /> SCALE: 3/4' = 1'-0" ER SCHED.
<br /> 2X EMBED DISTANCE PER 20/S6.0
<br /> - G PERP. 17 TYPICAL INTERIOR FOOTING PARALLEL � 8 TYPICAL PONY WALL 19 TYPICAL PONY WALL W HOLDOWN 20 HOLaOWN PLACE�ENT ' ;�
<br /> � 16 TYPICAL INTERiQR FOOTIN 0 �
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<br /> � � a c � e �
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