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I��_��� � `� 'i'-�I" ' . . . . . . � <br /> � <br /> � � <br /> . . .. . � . � � I <br /> � � <br /> � � <br /> � � <br /> r � <br /> � O <br /> � � <br /> . � <br /> �'` <br /> � � � � . . . � � � nV` <br /> W <br /> �0 <br /> � <br /> � <br /> dc�te: 06-OI-16 <br /> permlt: <br /> revlslons: <br /> SHEAR NOTE: �A��E DooR <br /> !. �X MATERIAL GAN BE USED �OR 4�� GONG. SLAB �OU I `l�� \T I OI `1 I `IOT��J : dretvvn b MWJ <br /> ALL MUDSILLS �� I �1��/�1� I �IOT�� : Gh�C.�.��.bl�: <br /> - - G. ALL ROOP DRAIN DOWNSPOUTS Si-IALL EMPTY INTO A <br /> z. SET A DOUBLE zX STUD BEHIND <br /> EVERY STHD14 HOLDOWN GALLED OUT � � �-.._- _ = I. GONGR�T� TO BE 5 SAGK �c.=2500 PSI � 28 DAYS 4" TIGHT LINE Ti-iAT SHALL RUrI THE PERIMETER OP I. ALL HOLD DOWNS, PRAMIr1G Ar1GHORS AND ����T <br /> ::..x_:iiA... <br /> ON THE �OUNDATION PLAN. SET HOLDOWN � _� 4LL MP. 6RANULAR '�'�'� SHEAR NOTE: Z. REIN�ORGING STEEL TO BE ASTM A-615 GRADE 40 OR THE �OUNDATION Ar1D EMPTY IN AN APPRO�/ED SHEARWALLS MUST BE INSPEGTED BE�ORE <br /> I/z" MINIMUM AWAY �ROM WALL GORNERS, � � <br /> WINDOW AND DOOR HEADERS. IT IS IMPORTANT � �- ,-� � = �' SEE SHEET A�i �OR SHEAR W?.LL BETTER MANNER Go�/�RIN� <br /> THAT THE �OUNDATION GONTRAGTOR HAS THE ' ��� e� 3�5��REBAR/�OOTING SGHEDULE NAILING SGHEDULE, � DETAILS. �. �ooTlriGs To R�ST ori 150o P.S.P. UNDISTURBED <br /> MAIN �LOOR PLAN SHEET TO PROPERLY ��„ SAME A5 DETAIL BELOW 10. PRO�/ISIONS SHALL BE MADE TO PRE�/ENT Y�IATER Z. PRO�/IDE SOLID BEARING � BOTH ENDS OP ALL <br /> LAYOUT HOLDOWNS. SOIL PROM GOLLEGTIr1G Irl GRAWL SPAGES AND �ROM BEARIr1G BEAMS Ar1D GIRDERS TRUSSES TO THE �� <br /> �. A MST48 STRAP WITH (2) I/Z" BOLTS INTO DET�IL �T 6�R�6E DOOR �t"� 2X4'S AT 16" O.G. � I o <br /> THE �OUNDATION IS A PROPER �IX �OR �SGAI_E 3/8" = I'-O" � 4. MIN. GOr1GRETE GO�/ERAGE OP STEEL TO BE: LEAKING Or1T0 BASEMEr1T FLOORS POUNDATION <br /> A MISPLAGED STHD14 HOLDOWN. 4.1. �" GLEAR � BOTTOM O� �OOTIr1GS �. UNDER �LOOR INSPEGTIONS REQUIRED PRIOR TO <br /> 2x4 P.T. PLA � �i�GHOi� BOLT �l�Oi�1"f�TI O1� : <br /> 4.2. ,r�' GLEAR � OUTSIDE OP WALLS INSTALLATIOI�I OP AI�IY PLOOR Si-IEATi-III�1G OR <br /> I-IOLDDOI�lN SGI-I�DUL� 4" GONG. SLAB _ _ <br /> � 4.✓. ��' GLEAR � OUTSIDE OP WALLS DEGKII�IE� <br /> ►�-1A{z� i-IOLDOWN/ FASTENERS WOOD MEMBER ANGi-IOR RADE ` �':_`�� _ 5. ALL LUMBER IN GONTAGT I�VGOI�IGRETE TO BE � <br /> STRAP Ti-I I GKNESS/SPEG I ES {z�QU I RED z ` I. Gi-IEGK Si-IEAR WALL SGi-IEDULE �OR SPEG I�I G <br /> E ' OMP. 6RANULAR ���SSURE TREATED <br /> T-I STHD14/14 RJ z4-16d SINKER ��� �X4/zXF� STUr�s _ ���� �N�IN��RIriG THAT SUPERGEDES TH� FOLLOWIN�: <br /> i-IF/SPF � •., � 6. PRO�/IDE SOLID BLOGIGING O�/ER SUPPORTS I.I. ��' DIA. A.B. PER DETAIL Ti-IIS PAE�E <br /> T-Z MST48 � C2) 2X4/2X6 STUDS ROOP � T�Df�4+P�� - „ -7. I r1STALL FLOOR DI APHRAGM 8 REMO�/E ALL FORMS 8 <br /> (�4)-16d ���5�� 3.5" 8 � 3.5" �gAR/�OOTING SGHEDULE 1.2. EMBED MIN -/", NOT MORE Ti-IAN 4' APART <br /> SAME A5 DETAIL BELOW Y`IOOD PRIOR TO GO�/ERING <br /> T-� MSTA�6 �z� ZX4/ZX6 STUDS IS" I.�. (2� A.B.'S PER PIEGE MIN. <br /> (z6)-IOd � }��/c�J�F 8. �OOTIr1GS LOGATED Ir1SIDE O� GRAWL SPAGE WILL <br /> 2 2X 2X6 ST DS „ �� 1.4. �I) BOLT LOGATED NOT MORE Ti-IAN 12" OR LESS <br /> T-4 MSTG48B� (�P�)-IOd ��is�F 6�R�C�E W�LL DET�IL_ B� g BELOW GRADE. EXTERIOR POOTINGS TO BE 18 THArI 7 BOLT DIAMETERS PROM EAGH Er1D PIEGE �OU I�iD�T I OI�1 I L.�I�1 <br /> SGALE 3/8" = I'-O° MIN. BELOW GRADE U.N.O. <br /> �-I/Z" MIN. SSTBZB (-7/8") � � � 5EE GENERA�L NOTES SGAL�: I/8" = I'-O" <br /> T-S HD-IB (�)- �/4" nF/SP MIN. z4--i/B" <br /> I.5. USE �'X� X 0.22�f' SQUARE PLATE WASi-IERS AT <br /> EMBEDMENT ���H BOLT <br />