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PLAN NOTES:
<br /> ����
<br /> ,
<br /> ���A D
<br /> 1. VERIFY ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS. 10. ALL DRAG STRAPS&MEMBERS CALLED OUT ON SHEET S1.14.ALL 18. PROVIDE H� AT ALL INTERIOR BEARING WALLS PERPENDICULAR ��
<br /> STRAPS TO BE INSTALLED OVER SHTG.OR ON THE SIDE OF TOP PLATES. TO FRAMING, UNLESS NOTED OTHERWISE ON PLANS
<br /> 2. SCHEDULED MARK DESIGNATIONS ARE TYPICAL TO THE PROJECT AND
<br /> MAY NOT NECESSARILY BE FOUND ON THIS PLAN. 11. WHERE POSTS NOT NOTED AT BEAM OR GIRDER BEARING, PROVIDE 19. ALL WALLS NOT SPECIFICALLY CALLED OUT IN PLAN TO BE FRAMED AS W4
<br /> NUMBER OF STUDS EQUAL TO OR GREATER THAN THE WiDTH OF THE American Properry Development,Inc.
<br /> 3. FOR CLARITY, DETAILS MAY SHOW ONLY ONE SIDE OF FLOOR FRAMING MEMBER BEING SUPPORTED.THESE STUDS SHALL CARRY THROUGH TO 20. ALL HEADERS IN CORRIDOR TO BE H1 U.N.O. 110 110th Avenue NE suite 550
<br /> CONDITIONS. FOUNDATION. 10 Bellevue,WA98004
<br /> 21. HEADERS IN NON-BRG WALLS PER
<br /> 4. FOR CLARITY,ALL FLOOR OPENINGS MAY NOT BE SHOWN ON FLOOR 12. SHEAR WALL LOCATION AND ANCHORAGE REQUIREMENTS CAN BE 5.3
<br /> FRAMING PLAN. FOR EXACT SIZE, NUMBER AND LOCATION OF OPENINGS, FOUND ON SHEETS S1.11-S1.12 22. FOR HOLES IN WOOD BEAMS/HEADERS RE: 5.3 & 5 3
<br /> SEE ARCHITECTURAL, MECHANICAL, PLUMBING AND ELECTRICAL g '' -
<br /> DRAWINGS. FOR FRAMING AT OPENINGS, SEE TYPICAL DETAILS. 13. RE: S5.3 SERIES SHEETS FOR ALL TYPICAL DETAILS WHICH MAY NOT BE FOR HOLES IN JOISTS, RE:� �
<br /> SPECIFICALLY CALLED OUT IN PLAN. 5.3
<br /> 5. J1,J2, ETC.-AS SHOWN ON PLAN INDICATES PREFAB WOOD FLOOR 23. WHERE PIPES PENETRATE STUDS AND PLATES, RE: 5.3 & 5.3
<br /> JOISTS. SEE SCHEDULE ON SHEET S4.11. 14. RE: 3 FOR ALL HANGERS NOT SPECIFICALLY CALL OUT IN PLAN 10 201 N. Maple Grove Ste. 100
<br /> 5.3 24. JOIST LOCATIONS CAN BE ADJUSTED WITH IN THE LIMITATIONS OF 5.3 BOISE IDAHO 83704
<br /> 6. '---- -µ-- --- --? INDICATES BEARING WALL-W1,W2, ETC.-AS SHOWN ON 4
<br /> ______,__ � Phone(208)342-7168
<br /> PLAN INDICATES WALL FRAMING REQUIREMENTS,SEE SCHEDULE ON SHEET 15. INDICATES KEYNOTE RE: S4.11 FOR MASTER KEYNOTE OTHERWISE, HEADER FRAMING OUT PER 5.3
<br /> 54.11. SCHEDULE LE JOB# 154191.00
<br /> 25. SPLICE RIMS AS REQUIRED PER� ALLSTRUCTURALDETAII,�USE�ONTHIS
<br /> PLAN ARE COPYRIGHT(C> OF LOCHSA
<br /> 7. BX AS SHOWN ON PLAN INDICATES WOOD BEAM,SEE 16. RE: SO SERIES SHEETS FOR ALL FOR ALL GENERAL STRUCTURAL NOTES 5'3 ENGINEERINGOFIDAHO.fiFiERE-USEOF
<br /> SCHEDULE ON SHEET S4.11. WHICH APPLY TO ALL SHEETS IN PROJECT, EVEN IF NOT SPECIFICALLY ANYDETAILSANDCONCEPTSIS NOT
<br /> ACCEPTABLE WITHOUT WRITTEN CONSENT
<br /> STATED IN PLAN. OFLOCHSAENGINEERINGOFIDAHO.
<br /> 8. FOR MISCELLANEOUS HEADERS,JAMB STUDS, POSTS NOT SHOWN,SEE
<br /> TYPICAL HEADER DETAIL ON SHEET S5.31 17 �TX.X DENOTES ATS ROD AND COMPRESSION POST SCHEDULE,
<br /> RE:SHEET S4.12-4.14 FOR MORE INFORMATION
<br /> 9 HX AS SHOWN ON PLAN INDICATES HEADER, SEE SCHEDULE .
<br /> ON SHEET S4.11. �P M• H F�
<br /> $ 9 10 11 12 0�P�� �F ASN�Nc N
<br /> ' KEYNOTES �
<br /> �.�: �
<br /> ; MK. NOTE
<br /> i 3/4"GYPCRETE POURED OVER 3l4"A.P.A. RATED T&G :
<br /> I I O FLOOR SHTG.w/10d NAILS 6"O.C. @ PANEL EDGES, 12" �r� ssas}
<br /> I
<br /> z� i � � � 1 COONSTRUCTION AD ESIVE AT ANL SUPPORTS E "`F G � ��
<br /> � RAL EN �
<br /> J I
<br /> �I I 5 HAT�H1DENOTES MULTIPLE JOISTS. RE:JOIST SCHEDULE SS��N A L ENG
<br /> Q , , nP � 0 oN s . 03-29-1
<br /> EXP.01/07l202
<br /> �� I 6 ' i
<br /> I i S5.3 � I
<br /> MECHANICAL CHASE, FLOOR OPENING, RE:ARCH. FOR COPYRIGHT CO2011, ALL RIGHTS RESERVED
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<br /> � � i �� S5.3 � � SHEET NUMBER
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<br /> � _ N S1 . 13B
<br /> � 4TH 7TH FLOOR FRAMING PLA
<br /> � SCALE: 1/8" = 1'-0" �
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