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PLAN NOTES:
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<br /> S6.11 1. VERIFY ALL DIMENSIONS WITH ARCHITECTURA�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 /> li 2. SCHEDULED MARK DESIGNATIONS ARE TYPICAL TO THE PROJECT AND
<br /> 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 /> - - - - ' 4 --- - - - - NUMBER OF STUDS EQUAL TO OR GREATER THAN THE WIDTH OF THE 5�3 American Property Development,Inc.
<br /> � � 3. FOR CLARITY, DETAILS MAY SHOW ONLY ONE SIDE OF ROOF FRAMING MEMBER BEING SUPPORTED.THESE STUDS SHALL CARRY THROUGH TO 4 110 110th Avenue NE suite 550
<br /> m ( i CONDITIONS. FOUNDATION. 19. RE 5 3 FOR TYPICAL MECHANICAL ROOF OPENING DETAIL Believue,WA 98004
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<br /> TYP. .
<br /> 00 I � I 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 /> 3 � � m � FRAMING PLAN. FOR EXACT SIZE, NUMBER AND LOCATION OF OPENINGS, FOUND ON SHEETS S1.11A-S1.126. 10
<br /> S6.11 m W q SEE ARCHITECTURAL, MECHANICAL, PLUMBING AND ELECTRICAL 21. HEADERS IN NON-BRG WALLS PER �r'.: , � �
<br /> ~ ..� 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 & q `° ' V �����
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<br /> ' ° � SPEGFICALLY CALLED OUT IN PLAN. 22. FOR HOLES IN WOOD BEAMS/HEADERS RE: 5.3 5.3 ��
<br /> �������������; ' 5. J1,J2, ETC.-AS SHOWN ON PLAN INDICATES PREFAB WOOD FLOOR "
<br /> JOISTS. SEE SCHEDULE ON SHEET S4.11. 13. RE:� FOR ALL HANGERS NOT SPECIFICALLY CALL OUT IN PLAN. FOR HOLES IN JOISTS, RE:�
<br /> � �', m___..._.__.__�.__ 5•3 5.3 201 N. Maple Grove Ste. 100
<br /> ����I� ,N:e 2 5 BOISE IDAHO 83704
<br /> 6. �_°� --� INDICATES BEARING WALL-W1,W2, ETC.-AS SHOWN ON 23. WHERE PIPES PENETRATE STUDS AND PLATES, RE: &
<br /> DBL JOIST � 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 10 � �
<br /> � S4.11. SCHEDULE. 24. JOIST LOCATIONS CAN BE ADJUSTED WITHIN THE LIMITATIONS OF � LE JOB#154191.00
<br /> (n (q II 4 5�3 ALL STRUCTURAL DETAI�USED ON THIS
<br /> 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 /> O 7 O 5.3 ENGINEERING OF IDAHO�fFiE RE-USE Of
<br /> ' II J II� SCHEDULE ON SHEET S4.11. WHICH APPLY TO ALL SHEETS IN PROJECT, EVEN IF NOT SPEGFICALLY 8 ANYDETAILSANDCONCEPTSISNOT
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<br /> o p v STATED IN PLAN. 25.SPLICE RIMS AS REQUIRED PER ACCEPTABLEWITHOUTWRITfENCONSENT
<br /> _�:_ � --- '------- 8. FOR MISCELLANEOUS HEADERS,JAMB STUDS, POSTS NOT SHOWN,SEE 5.3 OFLOCHSAENGINEERINGOFIDAHO.
<br /> DBL JOIST 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 /> ' TYPICAL WALL FRAMWG DETAIL ON 5 RE:S4.11 FOR STUD WAL�SCHEDULE. ON SHEET S4.11. MINIMUM HEADER TO BE 4x6, U.N.O.ON PLANS.
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<br /> ' S6.11 27. ALL HEADERS IN CORRIDOR TO BE H1 U.N.O. P M� H EN
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