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PLAN NOTES:
<br /> �-���,s,
<br /> ����f
<br /> 1. VERIFY ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS. 9. ALL DRAG STRAPS&MEMBERS CALLED OUT ON SHEET S1.16A&S1.16B. 17. ALL WALL STUDS TO ALIGN LEVEL TO LEVEL.ALIGN FLOOR JOISTS WITH AP D
<br /> ALL STRAPS TO BE INSTALLED OVER SHTG.OR ON THE SIDE OF TOP PLATES. WALL STUDS.
<br /> 2. SCHEDULED MARK DESIGNATIONS ARE TYPICAL TO THE PROJECT AND
<br /> ''�P I MAY NOT NECESSARILY BE FOUND ON THIS PLAN. 10. WHERE POSTS NOT NOTED AT BEAM OR GIRDER BEARING, PROVIDE 18. RE � FOR TYPICAL MECH. CURB CONSTRUCTION
<br /> 3 � NUMBER OF STUDS EQUAL TO OR GREATER THAN THE WIDTH OF THE 5•3 American Property Development,Inc.
<br /> S6.11 � 3. FOR CLARITY, DETAILS MAY SHOW ONLY ONE SIDE OF ROOF FRAMING MEMBER BEING SUPPORTED. THESE STUDS SHALL CARRY THROUGH TO � 110 110thAvenue NE suite 550
<br /> ' CONDITIONS. FOUNDATION. 19. RE 5 3 FOR TYPICAL MECHANICAL ROOF OPENING DETAIL Bellevue,WA 98004
<br /> i
<br /> --- - --- - ,A4-___ --_� I - - - - - -
<br /> - -` 4. FOR CLARITY,ALL ROOF OPENINGS MAY NOT BE SHOWN ON ROOF 11. SHEAR WALL LOCATION AND ANCHORAGE REQUIREMENTS CAN BE 20. DBL. ROOF JOIST REQ'D @ ALL MECHANICAL UNIT SUPPORT LOCATIONS
<br /> � FRAMING PLAN. FOR EXACT SIZE, NUMBER AND LOCATION OF OPENINGS, FOUND ON SHEETS S1.11A-S1.12B. 10
<br /> I � i n'P SEE ARCHITECTURAL, MECHANICAL, PLUMBING AND ELECTRICAL 21. HEADERS IN NON-BRG WALLS PER �
<br /> i � m 3 DRAWINGS. FOR FRAMING AT OPENINGS, SEE TYPICAL DETAILS. 12. RE: S5.3 SERIES SHEETS FOR ALL TYPICAL DETAILS WHICH MAY NOT BE 5'3 5 4 , . ��� �� _.
<br /> i m I � ; S6.11 SPECIFICALLY CALLED OUT IN PLAN. 22. FOR HOLES IN WOOD BEAMS/HEADERS RE:�&� �� ��
<br /> � � 5. J1,J2, ETC.-AS SHOWN ON PLAN INDICATES PREFAB WOOD FLOOR 6 5.3 5.3 :�
<br /> ! � � °' � [ JOISTS.SEE SCHEDULE ON SHEET S4.11. 13. RE: 3 FOR A�L HANGERS NOT SPECIFICALLY CALL OUT IN PLAN. FOR HOLES IN JOISTS, RE:
<br /> � � � ; � ; � � _ 5.3 5•3 2 5 201 N. Maple Grove Ste. 100
<br /> � 6. �--tl --- � INDICATES BEARING WALL-W1,W2, ETC.-AS SHOWN ON 23. WHERE PIPES PENETRATE STUDS AND PLATES, RE:�&� BOISE IDAHO 83704
<br /> _.__� � ; , ,�________..__� � 5.3 5.3 Phone 208 342-7168
<br /> PLAN INDICATES WALL FRAMING REQUIREMENTS,SEE SCHEDULE ON SHEET 14. INDICATES KEYNOTE RE: S4.11 FOR MASTER KEYNOTE �p � )
<br /> �.,.____,.._____:_�._. �, i, S4.11. SCHEDULE. 24. JOIST LOCATIONS CAN BE ADJUSTED WITHIN THE LIMITATIONS OF � LE JOB#154191.00
<br /> ' �' 4 5.3 ALL STRUCTURAL DETAI�USED ON THIS
<br /> y' 7. BX AS SHOWN ON PLAN INDICATES WOOD BEAM,SEE 15. RE:SO SERIES SHEETS FOR ALL FOR ALL GENERAL STRUCTURAL NOTES OTHERWISE, HEADER FRAMING OUT PER� PLANARECOPYRIGHT(C) OFLOCHSA
<br /> � ENGINEERWG OP IDAH0.5}iE RE-USE OF
<br /> SCHEDULE ON SHEET S4.11. WHICH APPLY TO ALL SHEETS IN PROJECT, EVEN IF NOT SPECIFICALLY 8 5'3 ANYDETAILSANDCONCEPTSISNOT
<br /> ;, TVP. STATED IN PLAN. 25. SPLICE RIMS AS REQUIRED PER � ACCEPTABLEWITHOUTWRITTENCONSENT
<br /> 3 8. FOR MISCELLANEOUS HEADERS,JAMB STUDS, POSTS NOT SHOWN, SEE 5.3 OFLOCHSAENGINEERINGOFIDAHO.
<br /> � f S6.11 16. ALL WALLS NOT SPECIFICALLY CALLED OUT IN PLAN TO BE FRAMED AS W4 26. HX AS SHOWN ON PLAN INDICATES HEADER,SEE SCHEDULE
<br /> ' I TYPICAL WALL FRAMING DETAIL ON _ 5 RE:S4.11 FOR STUD WALL SCHEDULE. ON SHEET S4.11. MINIMUM HEADER TO BE 4x6, U.N.O. ON PLANS.
<br /> '5.3
<br /> _' �I
<br /> 27. ALL HEADERS IN CORRIDOR TO BE H� U.N.O. �P M� H FN
<br /> . ; � 8 9 10 11 12 0 �� °� �s",� �,
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<br /> , i i ,I KEYNOTES � .��. �
<br /> ; � ! MK. NOTE
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<br /> , ,., w 2 15/32"A.P.A. RATED ROOF SHTG.w/10d NAILS 6"O.C. @ '9�, 3548 �
<br /> _ _ _ __ _ � _ _ _ _ __ _ z� i i i i � O PANEL EDGES, 12"O.C. FIELD. STAGGER PANEI JOINTS. RA� EN `' �
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<br /> 3 TMP ¢ I i � i i i O MECHANICAL CURB AND UNITS. RE:TYPICAL CURB DETAIL 03-29-1
<br /> ' S6.11 � I ; , FOR FRAMING EXP.01/07/202
<br /> , l I 7 , 1
<br /> BEAM LOCATION TO BE COORDINATED WITH ELEVATOR
<br /> � S6.11 � H1 H1 W1 H1 H1 H2 W1 H1 40 MFR.&ARCHITECT PRIOR TO CONSTRUCTION. RE: �Hr c�zo� ,
<br /> __--- H2 _.__ _ __. __-- - - - ____ � - - - H2 - - W1 H1 - - :. ��-�-.�� �� w�� _ _ .v.. .__-_� _-_ � _.� _. �-� �=-�- _- - -__._ _ --------- A 10/S6.11 FOR WALL CONNECTION REQUIREMENTS.
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<br /> COPYRI 1 ALL
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<br /> N O RT H STAI RCAS E --�- �-- H1 H1 -- _ ._. .�. _ =1 3: _: _: =� � i s � SUBMITTAL/REVISIONS
<br /> 2 _ _ ____ � .
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<br /> �' , DATE DESCRIPTION
<br /> " ' " 2-1 3/4"x11 7/8"LVL' ��' � 2-1 3/4"x11 7/8"LVL� ; ' I s I I , 5 #
<br /> . SCALE: 1/8 = 1 -0 � i :,, � � I � � ON S4.11
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