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vANHOO�Ft N 'T. u �� V V �� PLAN NOTES:
<br /> A. ANCHOR PER DETAIL 9/S5.05 1. RE:SO SERIES SHEETS FOR ALL FOR ALL GENERAL STRUCTURAL NOTES
<br /> 9. INDICATES KEYNOTE RE:S4.11 FOR MASTER KEYNOTE 'A \\
<br /> �' pD
<br /> B. ANCHOR PER DETAIL 6/S5.05 WHICH APPLY TO ALL SHEETS IN PROJECT, EVEN IF NOT SPECIFICALLY SCHEDULE '
<br /> C. ANCHOR PER DETAIL 9/S5.05 MODIFY w/18"x18"x1"ANCHOR PLATE STATED IN PLAN. 10. FOR ALL ROOF FRAMING,WALL FRAMING, FLOOR FRAMING AND WALL
<br /> D. ANCHOR PER DETAIL 9/S5.05-MODIFY w/22"x22"x1"ANCHOR PLATE 7 ANCHORAGE INFORMATION,SEE SHEETS S1.12-S1.16.
<br /> E. ANCHOR PER DETAIL 6/S5.05-MODIFY w!18"x18"x1"ANCHOR PLATE 2. VERIFY ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS.& 5 3 American Property Development,Inc.
<br /> F. ANCHOR PER DETAIL 6/S5.05-MODIFY w/22"x22"x1"ANCHOR PLATE 11. FOR H• DOW •NCHO' AND •■DED S •B REINF.AT 3RD FLOOR 110 110th Avenue NE suite 550
<br /> 3. SCHEDULED MARK DESIGNATIONS ARE TYPICAL TO THE PROJECT AND Bellevue,WA 98004
<br /> MAY NOT NECESSARILY BE FOUND ON THIS PLAN.
<br /> Ark Mk 41% Ilik AI
<br /> .� X= RE: 5.0 5.0 5.0 5.0 & .5.0
<br /> Y=
<br /> 4. INDICATES HOLDOWN ANCHOR LOCATION WITH
<br /> R SPECT TO PROJECT DATUM.SEE PLAN -�'
<br /> 12. - -AS SHOWN ON PLAN INDICATES SHEARWALL,SEE ,, i _.,,
<br /> 5. FOR CLARITY,ALL FLOOR OPENINGS MAY NOT BE SHOWN ON FLOOR ELEVATIONS AND SCHEDULES ON SHEET S4.12. L=X INDICATES LENGTH e n g r n. e e r' 1 n '
<br /> FRAMING PLAN.FOR EXACT SIZE,NUMBER AND LOCATION OF OPENINGS, OF SHEARWALL.
<br /> SEE ARCHITECTURAL,MECHANICAL, PLUMBING AND ELECTRICAL 201 N. Maple Grove Ste. 100
<br /> DRAWINGS. FOR FRAMING AT OPENINGS,SEE TYPICAL DETAILS. BOISE IDAHO 83704
<br /> 13. SHEAR WALLS AND ATS RODS(TX.X)OCCUR ON LEVELS THREE Phone(208) 342-7168
<br /> 6 -TX.X DENOTES ATS ROD AND COMPRESSION POST SCHEDULE, THROUGH SEVEN,SEE SHEET S4.12 FOR MORE INFORMATION. LE JOB# 154191.00
<br /> RE:SHEET S4.12-S4.14 FOR MORE INFORMATION. ALL STRUCTURAL DETAI USED ON THIS
<br /> 14. I- - - -1 INDICATES BEARING WALL-RE S1.13-S1.16 FOR MORE PLAN ARE COPYRIGHT C OFLOCHSA
<br /> 7. --• -• ... INDICATES SHEAR WALL LOCATION.SEE SHEET S1.12 FOR INFO. ENGINEERING OFIDAHO. ERE-USE OF
<br /> ANY DETAILS AND CONCEPTS IS NOT
<br /> MORE INFORMATION. ACCEPTABLE WITHOUT WRITTEN CONSENT
<br /> 15. INDICATES WALL FRAMING ASSOCIATED W/SHEARWALL. OFLOCHSAENGINEERING OF IDAHO.
<br /> 8. RE:S5.3 SERIES SHEETS FOR ALL TYPICAL DETAILS WHICH MAY NOT BE SPECIAL REQUIREMENTS FOR SILL THICKNESS AND ANCHOR BOLT SPACING
<br /> SPECIFICALLY CALLED OUT IN PLAN. CAN BE FOUND IN SHEAR WALL SCHEDULE ON SHEET S4.12.
<br /> 16. PROVIDE 2X6 PARALLAM PSL WALL PLATES AT ATS ROD/SHEAR WALL •
<br /> LOC' •• S AS NOTED. EXTEND WALL PLATE 1'-0"BEYOND END 0 -•AR
<br /> O © ® 4 CO 6 O WA L j N TH. 9
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<br /> I I I I I I z I I
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<br /> A 120'-7 1/2" g 1
<br /> NOTE Mk I
<br /> E L=6'-0" NOTE E L=6'-0" X=96'-4" L=6'-0" 118'-6 1/4" NOTE El---\
<br /> Y=1 . 6 7 X=73'0 1!2" Y=118'6 1/4" NOTE E NOTE C L=3'7 1/2"
<br /> L-9' 1/4" X-•9'4 �" W T5.10 w w I X=183.-4 3!'' S.10 COPYRIGHT C 2011, ALL RIGHTS RESERVED
<br /> NOTE C 16" � Y=73'- 6 1/4" 1\= T5.10 --\\ T5.10 X=130'0 1/2" T5.10 -
<br /> - - W Xa26 11 - - - Y=117-7 1/4"
<br /> A X=41=B 1/2" - _.: ,_,.. „_. r.•<.=. - - - _ - - - - Y-1 - 111/a..
<br /> 92 2
<br /> 5.07 =116'8 1/4" - r.. s Y 'IfiT - - -
<br /> -��� a ��.. T5 1�� T5.10 .:.. .. ._. s s rr:ra, sss _ - . »• .. SUBMITTAL/REVISIONS
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<br /> I. T5.1 T5.1 , 9 1/1 T5 1.1 T . � z" # DATE DESCRIPTION
<br /> ,; 1 Y= 18.-6 3/16" X=106'3" X=181'-3 3/4"
<br /> X=20' 1 1 16° T5.07 T5.3 :. ` 4118.-6 1/4" I �Y=118'6 1/4" I T5.2 T5.10
<br /> tt 3�G � r Y=11 T-6 1 Y2" Y=11 T-7 1/4
<br /> Y=116'8 3 `� G x ..-- 12 12/25/19 REVISION#12
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<br /> 17 06/11/19 REVISION#17
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<br /> T5.3 ' X=59.-4 5! " Y=92.-7 1/4" = 1'-2" T5.1 X=106.-3" .;X=130'0 1/2"
<br /> I T5.5 _ Y=92' 11 1! $ X=74'5 5/8"
<br /> • Y=92'-5 7/16" X=6T 1 5/8 ( r Y=92'-5 1/2" X=114'8 1/2 T5.3 Y=92' 10 1/4" -'
<br /> I T5.1 Y=91'-5 3/4" 'fir,x = 1'5 3/4" T5.5 =160'9" ' T5.1
<br /> - = Y=91'5 11/ .' T5.1 T i Y=91'5 3/4" r " I _ „
<br /> 1 �_.__ _ X=9.-5" I T5.5 ;,:, ,. ;%� 5 5 It I Y=�O'-3 3/4
<br /> �■ X60 3 3/8 : ., .ss •. 't ..m..:...�..a e+`ssrai' �iss6'+:Viir4:.asS'?ra.Sr.i So+rrra. _ =168'2" 3 v- .Di?i Y'��Y
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<br /> �TE 16 I T5.5
<br /> ■ L=16'4 1/2"
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<br /> l OTE A I X=7'-11 3/4''1 I I
<br /> Y=81.-8 1/2
<br /> ��� 1 X=88'-5" I X=112.-11" 1 =14 11 j I X=173.-71/2"
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<br /> Iy T5.5 � N T53T ■
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<br /> ;a _ X=88'5" X=142' 11"
<br /> I I x Y-54' 10 3/4" T5.10 Y=54' 10 3/4" Y=54' 10 3/4" X=191
<br /> _ a n - i Y=55'-10 /2" T5.1 Y=55'7 1/ " F X= 3' 10 1/2" :` Y=55'
<br /> X=35'01/4" I ! 1 T5.1 [ T5.10 =
<br /> Y=59'-0 3/4" T5.10 X=173'7 1/2" Y= 10 3/4" T5.1
<br /> / I ' X=112'-11" X=120' 11 3/4" X=123'0 13/16" Y=54'-7 1/2"
<br /> T5.10 <C W
<br /> I X=36'-6 1/4" rR - c�aam 2 Y=53'4 3/4" i. :wv .. .z. ..a.<.. .....
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<br /> I Y=39'-2 7/16" 1
<br /> I NOTE A� I I I 0
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<br /> 1 I T5.3 I X=6�'4°
<br /> co Y=3T-1 1/2 1l j LY=36''-11 1/2" I I
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<br /> ■ L=16'4 1/2" X=97'-0"
<br /> Q L=2T-4" X=64'-6" - I X=201'-4 1�/16"
<br /> M X 34 9 1/2" L=10'-1/4" T5.3 L=6'3 1/4" Y=28'9 1/4"
<br /> X=8'-111/2" W X=42'63/4" rY=28-01/4 T5.3 y= 11/4"
<br /> Y-28 4 1/4" = 1
<br /> Y=28'4 1/4' _
<br /> ,. hstamta err _:: . F. Y=2T 8 1/4" W - st:a... - - - - - - „� susws:rassasv -
<br /> T5 3 �� w X 120'2" ( '
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<br /> T5.1 a X 411.9 1!2 s _� :k; um ;et:
<br /> X=60 3/4" X=90'2" T5.4 T5.2 Y=26'9 1/2" T5.3■ T5.2 Y=26; 5 1✓4 Y=2T 0 1/2r Y=28' 1/4„ Y=2T 3 1/4" _ I zc� I �+ I T5.1 i I X .:Og Z ^�
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<br /> 43 IN • - 1 3 Y 1 3/4" X=4 '9 1/2" T5.1 'Il Y=1'2 1/2� Y=,'_2 3 4" T5.4I s
<br /> X=120'-2" T5.3 r W
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<br /> .il-ir - T5.10 T5.10 5.10 Y=1'-4 I I _ = 0_ co
<br /> X-0" f- -� -�- - T5.2 Y=1'4 T5.10
<br /> � - - - - °'; rvI - X= 78'-2 15/16" X-186'-4 15/16" X-188'-3 7/16"
<br /> r _ 1
<br /> Y=0" - I fry' NOTE 16 - .a.� =1'5 1/2.. _ 3 -0 3/4 s
<br /> m -NOTE C--�>/ '. \ - _• ... .. . - __. ..r - =69 7 1r/4 ,�, - 2 m. d _ - . _.b:...� � : s - �■ - - - - - DRAWN BY
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<br /> X T5.10 /,_2 ■ -0'2 3/4" T5.2 r
<br /> REFERENCE POINT/1)\ L=8'6 1/4" NOTE E� Y=0'2 3/4" L=4'2 1/2" -NOTED Y=0'2 3/4"� - I T5.10a w T5.10a Rp,
<br /> U RE:NOTE 11I L=3' 7 1/2 T5.10 NOTE F L=3'-7 1/2" I NOTE B
<br /> L=3' 7 1l2" SHEET NUMBER
<br /> •
<br /> icii WALL ANCHORAGE A . SHEAR WALL PLAN S 1 . 1 ZA ., .
<br /> SCALE: 1/8" = 1'-0" 1
<br /> FL) /
<br />
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