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<br /> < �� EXTENT OF JOISTS � E CONT. 514x7 I � I
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<br /> � ° ------•--; � _ �- , _ _. SISTER LVL 1 4x7 4
<br /> � � X ; Copyright 2017 Swenson Say Faget-All Rights Reserved
<br /> Wx SHEARWALL PER 12/S4.1 � _i = ' J � � ' � .'�
<br /> , � _: I �'��, TO (E) BEA W/ (2) � �
<br /> ' I ° � ROWS SDS�/4x3�/2 (� 10"oc 6/S4.1 � � � � ; `L '
<br /> HEADER/BEAM PER PLAN i � OVER EA. BBARING ; i ;�0�
<br /> [ HANGER � -�; I = LOC. PROVIDE (2) �
<br /> � ; I �; � COLUMNS OF� (4) ' •
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<br /> HOLDOWN � ; i I I SDSt/4x3�/2, . : . . '�� , � �
<br /> • XX I SPACE . :,
<br /> ; � CONTRACTOR TO VERIFY � COLUMNS C� 3"oc „ � ��' �����>
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<br /> 1. DO NOT SCALE DRAWINGS. REFER TO ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS. 8 CONC. WALL, RE�NF. � ; ; � ; ; SLAB W/ 6" CONC. j � REv�s�oNs DATE DESCRIPTION '
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<br /> PER GENERAL STRUCT. NOTES I I I � � � REINF. W 4 C� 18"oc, E. . _;. ' � �-' '
<br /> 2. CONTRACTOR TO PROVIDE TEMPORARY SHORING FOR EXISTING STRUCTURE AS REQUIRED � ; ; � � � � ` �
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<br /> U N T I L A L L F I N A L C O N N E C T I O N S O F S T R U C T U R E H A V E B E E N I N S T A L L E D I N A C C O R D A N C E � _ � � _ � � , " � � � '�� � �
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<br /> WITH THE STRUCTURAL PLANS. ___1_J ,
<br /> 18"w x 10"dp WALL FTG. � ; ,. __ ; �_-- "----------- � �� '� � REPLACE (E) 6" CONC.
<br /> 3. ALL NEW FOOTINGS SHALL BEAR ON FIRM UNDISTURBED NATIVE SOILS AT A MINIMUM / (2)#4 CONT. B T. � x � � � (E) JOISTI
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<br /> DEPTH OF 18"� BELOW FINISH GRADE. � � 3�S3.1 �, � ------�- -' � � � I ' � � ��_. � � �
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<br /> 18"w x 12"dp PROPERTY LINE �. ; � „
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<br /> 4. MANUFACTURED LUMBER PRODUCTS (LSL, LVL, , I ' �
<br /> PSL GL) SHALL BE INSTALLED WITH A —FT�t]V/ �2j��4��NT-gpT, - ' ' - - -
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<br /> MOISTURE CONTENT OF 12% OR LESS. THE CONTRACTOR SHALL MAKE PROVISIONS DURING �----r-i ' ' ---- --------------- - °;------- -�-'� �4, � '- --1-�--------------' ' ---- -------------- J '
<br /> CONSTRUCTION TO PREVENT THE MOISTURE CONTENT OF INSTALLED BEAMS FROM REPLACE (E) SLAB ON ; HDUS, ALIGN ; I I .�,0 I I ,�-, ,�, �r,,
<br /> EXCEEDING 12%. GRADE W/ 4" SLAB ON ' � � W/ HD ABOVE; �� I I I I o o '� 8/S3.1 0
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<br /> GRADE PER PLAN OTE 7 ' � ��- - - - - - - - , � � � ,
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<br /> 5. ALL WOOD HEADERS SHALL BE (2) 2x8, U.O.N. PROVIDE (2) BEARING STUDS AT EACH END , I '- - - - WHERE N CONCRETE MEETS
<br /> OF ALL HEADERS AND BEAMS U.O.N. � � _��: ; ; t-� ; ; ;� - - - - � - T � � �
<br /> � I T, ; (E) CO CRETE, PROVIDE #4 �
<br /> 6. PROVIDE AC, ACE, PC, EPC, LPC, OR LCE COLUMN CAP AND BASE AT ALL BEAM TO �,I ' ' (E) CONC. STEM WA L ' ; � j� � �— I � � j x 2'-6" DOWELS TO LAP (N) ISSUANCES .
<br /> ISOLATED COLUMN CONNECTIONS U.O.N. ; , & FOOTING BELOW , I REINF. & EMBED 6" W/ EPDXY •
<br /> � �"� �-, GROUT PER GENERAL NOTES DATE DESCRIPTION x�
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<br /> 8" CONC. WALL I
<br /> 7. ALL POSTS ABOVE SHALL BEAR FULLY ON BEAMS OR POSTS BELOW AND SNALL HAVE FULL , � � ; ; ;-REINF. PER GENERAL,; ; ,- _ J ' L,_ � 8" CONC. WALL, REINF. , �
<br /> CONTINUOUS BEARING THROUGH FLOORS TO FOUNDATION. (E) 6" CONC. WALL , ; ; ; ; STRUCT. NOTES � � 4�S3. � i PER GENERAL STRUCT. NOTES , }, ,
<br /> » TYP. AT GARAGE ; ' � � � ' � � �
<br /> 8. EXTERIOR SLABS SHALL BE 4 MINIMUM THICKNESS. REINFORCE WITH 6X6X W1.4 W.W.M. ' � � � �
<br /> CENTERED IN SLAB. PROVIDE 4"MINIMUM FREE DRAINING GRAVEL OVER FIRM NATIVE ; � � � ; � ; ; ; 18"w x 10"dp WALL FTG. � '
<br /> SOILS OR STRUCTURAL FILL COMPACTED TO 95% DENSITY. ;;; ; ; ; ; �, � W/ (2)#4 CONT. BOT.
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<br /> ' ' ' � ' ' i ' ' REPLACE (E) SLAB ON ' ' '
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<br /> 9. REFER TO GENERAL STRUCTURAL NOTES FOR ADDITIONAL REQUIREMENTS. ; ; ; � � ; (E) 2x12 � 12"oc , � ' , II ; GRADE W/ 4" SLAB ON x
<br /> � � � � ' ! GRADE PER PLAN NOTE 7
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<br /> � � � SSFPROJECT#: 10539-2017-14
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<br /> ,) �I � 7�S3.1 ; ' ; +� 11/S4.2 li
<br /> � � ' � � � � PLOT DATE: December 1,2017 k
<br /> HDU2 ' ; ; � , : ; ; � :. . � HDU2 �
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