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V \/ V V V \/ V \/
<br /> ANCHOR NOTES: PLAN NOTES:
<br /> . 14714`i
<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
<br /> B. ANCHOR PER DETAIL 6/S5.05 WHICH APPLY TO ALL SHEETS IN PROJECT, EVEN IF NOT SPECIFICALLY SCHEDULE
<br /> AC. 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 /> .
<br /> D. ANCHOR PER DETAIL 9/S5.05-MODIFY w/22"x22"x1"ANCHOR PLATE 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.& Tr 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 a.DE S B REINF.AT 3RD FLOOR 110 110th Avenue NE suite 550
<br /> 3. SCHEDULED MARK DESIGNATIONS ARE TYPICAL TO THE PROJECT AND © ® Q © Bellevue,WA 98004
<br /> MAY NOT NECESSARILY BE FOUND ON THIS PLAN.
<br /> •
<br /> X- RE: 5.0 ' 5.0 • 5.0 . 5.0 & 5.0
<br /> Y=
<br /> 4. INDICATES HOLDOWN ANCHOR LOCATION WITHVR SPECT TO PROJECT DATUM.SEE PLAN [.: = s
<br /> 12. - -AS SHOWN ON PLAN INDICATES SHEARWALL,SEE i
<br /> FORFLOOR OPENINGS MAY NOT BE SHOWN ON FLOOR ELEVATIONS AND SCHEDULES ON SHEET S4.12. L=X INDICATES LENGTH F ri g l 63 •i- t n (7
<br /> 5. CLARITY,ALL
<br /> FRAMING PLAN.FOR EXACT SIZE, NUMBER AND LOCATION OF OPENINGS, OF SHEARWALL. 201 N. Maple Grove Ste. 100
<br /> SEE ARCHITECTURAL, MECHANICAL,PLUMBING AND ELECTRICAL
<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 V- • 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 DETAItUSEDONTHIS
<br /> 14. I" - - -I INDICATES BEARING WALL-RE S1.13-S1.16 FOR MORE PLAN ARE COPYRIGHT OFLOCHSA
<br /> INFO. ENGINEERING OF IDAHO. ERE-USE OF
<br /> 7. „ ---.1 INDICATES SHEAR WALL LOCATION.SEE SHEET S1.12 FORANY DETAILS AND CONCEPTS IS NOT
<br /> MORE INFORMATION. ACCEPTABLE WITHOUT WRITTEN CONSENT
<br /> 15. '-� INDICATES WALL FRAMING ASSOCIATED W/SHEARWALL. OF LOCHSAENG!NEERING 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 /> LOCATIONS AS NOTED. EXTEND WALL PLATE 1'-0"BEYOND END OF SHEAR
<br /> p 6 0 g 9 104111 GI
<br /> WALL LENGTH.
<br /> •
<br /> 1 tAI I ,
<br /> A 1 JI 1
<br /> x 225' ' II .
<br /> I 20 ' "
<br /> X=1 7 1/2 I Q :'6 1/4'
<br /> °6'O" X=96'4" L=6'O" Y=118'6 1/4" Y= 18'6
<br /> NOTE E L-6'-0' L=6'-0" NOTE E NOTE E L=9' 1/4" X=2.0'7 1 4"
<br /> NOTE C L=3'-7 1/2" Y=118'6 1/4"
<br /> Sw Y=118'6 1/4" NOTE E - T5.10 W w T5.10
<br /> T5.10 -� � T5.10 T5.10 X=183'4 3/4" X=192'2" �\� T5.10 \� T5.10 _ _ _ T5.10 coPVRICHT©2o��, ALL RIGHTS RESERVED
<br /> - _ _ X=130'-0 1/2" Y 113'7 1/4" ..L _ - - A
<br /> �',� � �' '' Y='ITT_ /2'r - - - - - - - - - - - - •. .�, :3+ ,t_..,. ...,_ - - ts.•:�. � ->rr.a.:tr..3 - -.tsvasa.5+,,._ - - �.s. - - u• - - _r.r. i -..� - - •arrx...
<br /> xs MAW ■x I sae:•:. ._. _. wit" •0 SUBMITTAL/REVISIONS
<br /> T-.1 1 .. . = . WISII X 1'7" 5.1 X=229' 1 1/2" 1
<br /> T5.1 X 25 10"
<br /> 3 ° "' Y 18'-61/4" T5.3 Y=118'-61/4" T5.4 I # DATE DESCRIPTION
<br /> � T 0
<br /> "9 =106'-3" 116' r X=181'3 3/4" Y 11:1 6 1/4"
<br /> L X-215' 11 /2" 12 12/25/19 REVISION#12
<br /> =118.-6 1/4" ` 118'-6 1/4" �• _ T5 '0 ii
<br /> C 1 Y=11 T-6 1 V2" i` 117' • /4"_, _ 17'-3 / ,, ►
<br /> Y=115'6" z '' 17 06/11/19 REVISION#17
<br /> ,.
<br /> + QI T5.9 '
<br /> iiI I :t y
<br /> C L X=272' 9 1/4"
<br /> Y=106.-11"
<br /> t ,� I .,A NOTE E
<br /> •
<br /> :I I - :t r _ _ 4 _ - .„ N III \ I v
<br /> • SW SWa H I d II I 'n 0 ,
<br /> ::.i.:.
<br /> - - EL 1cs, • -.4 •T 3 - i sw� B
<br /> N I s, i r - III �i.:) J X 272'9 1/4"
<br /> ■ 1 J i ■II 4 T5.9 , Y=101'8 3/4"
<br /> •
<br /> ii
<br /> •
<br /> ,,:.
<br /> T5.1 I II X 2 5' /2" I -lit
<br /> X-271' 5"
<br /> )1'2" X=106'3" X=130'0 1/2" '• -1; X-246'4'
<br /> )1'-5 3/4" Y=92'-5 1/2" X=114'8 1 �•' T5.3 ' 'Y=92'-10 1/4" Y=92'-10 1/4" T5.5 23I1'-3 1/2" I Y=92'-3 3/�
<br /> II r'
<br /> T5.5 JC=160'-9" T5.1 -91'-5 3/4" T5.4 Y 92 3 3/4
<br /> Y=90 3 3/4"
<br /> arzr
<br /> T5 3
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<br /> =168 2
<br /> . aa aaaaaaaaaaaara7 aa�•' I € .«.•r@e -♦•'aldss.L'•SYa as ,..,6.l,A.a: a
<br /> I X=154'-0 1I/ " I : A _ _ _I.
<br /> T5.2 = Y=92'7 1/
<br /> {=98=6 A •��a..•.0 assrvrxsvv++. E; 4�l lvm ..N.WM," T5.5 X=20T 6" A T5.6���, T5. ti T5.5 T
<br /> 6 5.5
<br /> Y 91'5 3/4"
<br /> 1'-5 3/4" T5.5 -17, _ _ _ _ X=223' 11 1/2' L=2T 4"
<br /> LF18'-5 1/2' � A L=18'8 1/2" Y=91'5 3/4" L=9' 1 1/4" X=238' 1 3/4'
<br /> T5.5 Y=91'5 3/4" 1 X=272'9 1!4"
<br /> T5.5 Y=83'4 1!4"
<br /> L=16'-4 1/2' s I T5.9 NOTE E
<br /> I
<br /> X=142'-11" I »v:«• ec vr:»•z� � .R ,-
<br /> I X=112'-11" 1 X=173'-71/2" II
<br /> 4f-yr rArrt;? 'iaa....w. Y�°diR�iSLL•aa•dii a • , .. - - - Ufa,i •.'.: &.4 i�MAM•• -
<br /> rax#�$f}�2 } Buss• wa vrwt1.•a�. . Sw "4.
<br /> X=19T 5" T u
<br /> � :■ T5.1 T5.3 I1. I T5.1 Y=80'-11 1i X=240'6 3!4" 5 _1
<br /> 9
<br /> * I - T5.310 •
<br /> T5.6 11 =7T 5 1/16" X=272'9 1/4"
<br /> 4
<br /> r-
<br /> I
<br /> N Y=72'-0 9/16",r.:, :
<br /> X=26•.4 15/16"
<br /> CO
<br /> Y=70' 5/16"
<br /> I I J ? T5.6 C ' a xvmwLSrsus o Co
<br /> ,lii.IA:
<br /> r C.
<br /> I SW I v - gw N X=216'8 1/4 - I X=239' 10 15/16" 4......
<br /> �� 0
<br /> a - -SSAE rCD
<br /> v I T n Y=64'-2 T5.5
<br /> io . I L-11'-2 1/2" Y=70'5 5/16" T5.5 II
<br /> M
<br /> 4 "'
<br /> rti -C
<br /> 270'9 1/4" N
<br /> i■ ' ? ■ I ` I �: T5.4 1 X=225'4 3/4"ri
<br /> sr■- ECO
<br /> ■ : �Y=64'-2" T5.9 =60'9 1/4"
<br /> X=215'-8' T5.7 NOTE C
<br /> ii Y=62'-9 3/4" /1 ,�;
<br /> X 99'2" X=142-11 I =1 5" H r -oommimemono-.4 •�+
<br /> 54'-10T5 1'0 _ , Y - " Y=55'7 1/'2" [ I a 1 X=54'- 7 2" Y=N 31003/42i P. .. 5.1 v Y=55' 0 1/2" i /� /� `t A a_ > ,
<br /> 1/2" E. T5.1 _ 'I I - rsr ss...a:.�� T5.9
<br /> T5.10 X-112'-11' _ X 123'0 13/16 T5.3-� Y=54'-7 1/2" T5.10 CI 1 X=270'9 3/16"
<br /> X-120' 11 3/4" %
<br /> -CD <
<br /> 2., Y=53'4 3/4" t, _ !ill I Y=58'-2 3/4" W
<br /> _ N(�TE_16� - - _... ..fr,� - T5.3'r. II j -18T 4 /2' p jII Ij i �I ■ (13
<br /> III Y=54' 103/4.. III ----ir I ------ir T5.10 I -54' 10 II I ( sit
<br /> II L=6' O" ,,T5.10 III y ill L=6'-0" ll II' j�� J O O ? 4. O
<br /> T5.10 T5.10 Ij
<br /> II L=3'7 1!2"j I, III I4 4 i III •
<br /> III � ^ i II E:>!fr, T5.7I I IUP - DOWN 240'6 11/16"
<br /> 11 I ! I � m. _ . .:` x .r.• r ,. 4? ru sue.s. ter:.
<br /> j ^. vrrssvrarxrsvrvrss rta vxsvrrrsssysaysa asr •vrvlrssvrzssR M
<br /> III j M� I -.--.-.-.--. 1 - w '1 W
<br /> I
<br /> Ill F>I �� I-
<br /> i - - - - - - - _ - - - - I- - - - L - - - - - - L - - .,1, -j ~` L- - - - p H •
<br /> II! 11 -= N X=240'-6 11/16" X=272'9 1!4" 0
<br /> �•=43' 1 9/16" Y=39'-7 1/4" 0
<br /> I I T5.7 a I T5.9 NOTE E o
<br /> I II 1A,I T5.4 SW
<br /> I X=215'-8" , ay. 4a..,.,.ry _� IP'. II
<br /> �- - -s_ I - = - - c=- u� w T5.9
<br /> X=272'-9 1/4"
<br /> it
<br /> Y=3T0 3/4"
<br /> 234'-0 7/16" ti ii X=.!1.-4 1 /16" Y=28'-0 1/4" T5.4 m '
<br /> Q Y 289" I IL=16'4 1/2" X=215'-9 3/4" L=6'-3 1/4" L=2T 4'
<br /> 28'-9 1/4" X=271'-6 7/16'
<br /> r Y=28'-9 1/4" I I �Sw Y=28'-9 1/4" �. X=238'0 1 16 T5.3 Y=28'-1 1/4' dj
<br /> ,ii i X=120'-2" = 8-0 1
<br /> w
<br /> Y2 /4
<br /> sssr wssysr«rstr v�vasss______ " s ssvran
<br /> I i.� vxaxmxsv.v: v:: L »s xar r r.t t �sra s. . o r,. s. _,. sty Cfl
<br /> 0) :3 .s I 1 ( Xe 178'-2 15/16" 'fir `' T5.3 mgs, T5.4��' r :. vra
<br /> o T5.3 I Y=26'-9 1/2" •
<br /> ' T5.3 a X=246'-2 7/1 a 1
<br /> N T5.2 I T5.3 T5.4 Y=28' 1 1I4" T5.3 7
<br /> l X �08'2 15/16" r : T5.3 X=23:' 7/16" Ur Z
<br /> I I•1 ll =2T 4 3/4" 26' 8" I z
<br /> 11 z: _ . f X-272'9 3/16"
<br /> o4/.
<br /> I T5.9a aaanai
<br /> o ';� I I T Y=19'8 1/4" Ct
<br /> Q W
<br /> W Ur J
<br /> o - • i� �'R' I I ■ ■ NOTE E LL /
<br /> 4110 .
<br /> ra sw I ii E::>0.
<br /> _ I Y _ sw ^ ,
<br /> 4 Ili
<br /> ] .
<br /> . 19 1 X=272'9 3/16" U
<br /> m I w t' T5.9a Y--10'-913/16" I
<br /> I
<br /> w I I UI II •
<br /> ii II
<br /> Li,1 X=254'-3 15/16"
<br /> OZ = D
<br /> rn NOTE 16 c I X= �8' 10 5/8" C�
<br /> I'2' '� I it X=208'2 15/16" Y=1'-10 13/ •., ( O r , rn
<br /> a_ .7.
<br /> ' ` 3 A
<br /> ! y= ' . 1 =d 2 3/4" X=26 ' 3/16" 0 u) •,
<br /> I X=120'-2" I I 238' 7/16' kibill' 101 16" W
<br /> T5.10 X=1:8'3 7/ 6" =230'-• 1/8 _ _ _
<br /> T5tr) .10 T5.10 I Y=1'4" X=178'2 15/16" I�� X=186'4 15/16" y=0'2 3/4" _ _
<br /> - �F=ll1Ca 4" I Y=1'5 1/2" I _ dp•o9sv svtw _ zaur�r
<br /> Y 0'2 3/4' T5 10a Y 0'2 3/4"
<br /> - Y=4'- _ ` _._�...� .._ Iry , - - - - - - - - - - -I- - - - r - - a _ _., tam T5.4- T5.10a % T5.10a -I DRAWN T5.2 , GI WN BY
<br /> Y=0'-2 3/4" A Y=0'-2 3/4" T5.10a w T5.10a NOTE B-`=�,,,.. \ T5.10a L=8 6 1/4 NOTE ARA
<br /> -NOTE D NOTE F L=3'-7 1/2" i NOTE B L=3' 7 1/2" L=3'-7 1/2" SHEET NUMBER
<br /> cC
<br /> z WALL ANCHORAGE AND SHEAR WALL PLAN S 1 . 12
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