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I — — . <br /> CRI PPLE STU DS <br /> ��t��r��v�, <br /> �ROVIDE DOUBLE 4` � "�.5`, ��r <br /> { <br /> ,�.� '11-�,-�, t��, . <br /> �`� :���`�� r`'t <br /> KINGSTUD WHERE E SILL PLATE - � -�,�� <br /> � ��-��rv;: � <br /> (2) 1 �d FACENAILS q.� �� N 2x AND SHIM �" t� �`�?�'? �� <br /> UPENING EXCEEDS -0 �` ��`�`���"`��`:�� <br /> `''��s�t���:�,�,. <br /> THROUGH C�NE � T� STU M�N R sPt-��E DBL. TC�P R TO F��� GAP � � '�''�`'� � <br /> � 4'-0" W/ (12) 16d N GLULAM OR SOLID - - <br /> � HEADER REF SCHEDULE U.N.O. ON PLAN SAWN LUMBER HANGER � <br /> � 2) RUWS C�F 16d E) �o�ST <br /> BELOW FCaR SIZES, U . N .U . " . . TYP REF. ELEVATION <br /> C� 4 oc <br /> ON PLANS) SEE NOTE 1 " <br /> SIMPSON U26 HANGER � <br /> J <br /> ! NATIVE AS � � <br /> 2x STUDS, REFER TO PLAN <br /> � (OR ALTER Z <br /> RC�VID i APPR4VED BY E.�.R.) <br /> w W <br /> FO R STU D S PAC I N G . 4X 1 Qd NAI LS I NTC� z Z <br /> Dt�U BLE W� �6� � W <br /> R E Q'D A T B A S E M E N T L E V E L 3 H E A D E R& (4) 1 0 d X 1 -1 /2 z � N <br /> TRIMMER W � � ° <br /> - SEE NC�TE #5. S� •� NAILS INTO JOIST � � � Q .� <br /> AT w � � � � �' <br /> IN S `� ~ � � � � <br /> QPEN G <br /> = Zw � N � <br /> 2x TRI M M ER DETAIL AT HEADER AND JC�IST v o z W � � <br /> 3 ��� _ ��-a�� � Z � o � � <br /> & KINGSTUD azmM � °- � <br /> 4) 16d EACH <br /> SEE NOTES SIDE <br /> F- <br /> � TOP OF SLAB C)R W <br /> H <br /> SHEATHING 2x ~ <br /> 2) �x SILL W/ — <br /> 1 �d FACENAIL � <br /> PRESSURE TREATED „ CRIPPLE STUDS � <br /> C� 18 O.C. FULL <br /> 3x SC�LE PLATE WHERE W <br /> FRA.MING ABUTS CON�. <br /> HEIGHT a- <br /> MULTIPLE STUD <br /> HEADEF� SCHEDULE FOR <br /> (2} 16d FACENAILS UR E ANCHUR BOLTS <br /> (2) 8d TOENAI LS �ACH <br /> BEARING <br /> WALLS � <br /> SIDE UF STUD ■ ABBREVIATIONS / o REVISION <br /> QPENING HEADERS (#2 � 0 11/1/14 <br /> WIDTH DFL U . N .O . ) <br /> DEFINITIONS <br /> - G.C. TO VERlFY ALL EXISTING CONDITIONS IN E OR EXIST - EXISTING <br /> O�-O�� TC� 4�-� O�� 4X6 FIELD & NOTIFY E.O.R. OF ANY DISCREPANCIES N = NEw <br /> - DO NOT DAMAGE EXIST CONC WALLS, ANY G�B - GLUE-LAMINATED BEAM <br /> DAMAGE SHALL BE IMMEDIATELY REPORTED TD DFL = DOUGLAS FIR LARCH <br /> . ABV = ABOVE <br /> NOTES. E.o.R. <br /> - ALL REMAINING STRUCTURE TO REMAIN U.N.O. ��W _ BELOW <br /> HEADERS KlNGSTUDS AND OTHER REFERENCES ON PLANS SHALL �C�VERN �.c. GENERAL CONTRACTOR <br /> 1 . , <br /> - G.C. TO EMPLOY SAFE CONSTRUCTION E.O.R. = ENGINEER OF RECORD <br /> QVER TYPICAL DETAIL. <br /> �� PRACTICES AT ALL TIMES. ARCH = ARCHITECT <br /> 2. PATCH ES i N EXTERI OR SH EATH I N G SHALL BE M I N I M U M 24 I N LENGTH AN D - UTILIZE TEMPORARY SUPPORT WALLS AS coNc _ CONCRETE <br /> HALL BE NAI LED W/8d NECESSARY PRIOR TO CUTTING EXIST FRAMING. U.N.O. - UNLESS NOTED OTHERWISE <br /> WIDTH , SHALL HAVE ALL EDGES BLC�CKED AND S vFY VERIFY <br /> 6/12 BOUNDARY/EDGE/FIELD - COORDINATE SCHEDULE W/ CLIENT DIRECTLY FTG - FC�OTING <br /> OMMC�N rJR GALVANIZED BUX NAILS � 6/ ( ) F _ W <br /> C - COOF�DINATING REMOVAL & REPLACEMENT C� <br /> VE A M I N I M U M REF. _ REFERENCE � � <br /> 3. ANCHOR BOLTS SHALL BE EITHER STAINLESS STEEL, HA WALL & CEILING FINISHES W/ CLIENT. TYP. TYPICAL <br /> - G,C. TO NOTIFY E.O.R. OF ANY DISCREPANCIES O.C. = ON CENTER �"'� z � <br /> - HC�T-DIPPED GALVANIZED RATING OF G-185, OR HAVE A MINIMIJM � <br /> IN PLANS W/ EXISTING CONDITIONS W � <br /> LLED IN SILL R W <br /> ELECTROGALVANIZED CLASS RATING OF 40 WHEN INSTA � �- <br /> (� w <br /> TREATED WITH PRESERVATIVES ALKALINE COPPER QUAT (ACQ TYPES B&D) W _ W <br /> _ � CI) > <br /> QR COPPER AZOLE {CBA A, CA-B) w <br /> FOR ANCHC�R TIE D4WN/H4LDDOWN AND WALL SHEATHING , SEE PLANS & <br /> W W <br /> 4. � <br /> REFER TO DETAI L 1 , 2, & 3/S6 .0 <br /> 5. ALL STUDS SHOULD BE 2x6 STUDS U . N .O . <br /> 6. <br /> PR4VIDE WAS�IER PLATE 1 /2"x3"x3" AT ALL ANCHOR BOLTS FOR <br /> SHEARWALLS. PLATE MUST BE WITHIN 1 /2'° C�F EDGE OF SILL PLACE <br /> ' CLOSEST TC� SHEATHING __ <br /> ELEVATION <br /> AND <br /> � DETAIL <br /> 2 TYPICAL HEADER ELEVATIQN <br /> i/4�� = i�-o„ <br /> S1 . 1 <br />