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I- <br /> NOTES: <br /> 1. SEE SCREEN WALL PLATFORM PIAN THIS SHEET AND ELEVATIONS ON <br /> 5-3.1 FOR ADAC INFO.NOT CALLED OUT. <br /> 2. SEE S3.1 FOR SCREEN WALL ELEVATIONS. <br /> 3. SEE S4.0 SERIES FOR TYPICAL CONNECTION DETAILS. NOTES: Us <br /> Us <br /> 4. ALL STEEL SHALL BE HOT-DIP GALVANIZING PER ASTM A123,U.O.N. 1. SEE SCREEN WALL PLATFORM PLAN THIS SHEET AND ELEVATIONS ON S-3.0 <br /> 5. RF TRANSPARENT SCREENING AND CONNECTION TO FRAMING TO BE FOR ADAC INFO.NOT CALLED OUT. <br /> DESIGNED BY OTHERS FOR 350 PLF SERVICE LEVEL IN-PLANE 2. SEE S3.0 FOR SCREEN WALL ELEVATIONS. <br /> SHEAR. 3. SEE 54.0 SERIES FOR TYPICAL CONNECTION DETAILS. <br /> 6. THE INSTALLATION IS FOR(4)MOUNTS WITH A MAX WEIGHT OF 175 4. ALL STEEL SHALL BE NOT-DIP GALVANIZING PER ASTM A123,U.O.N. <br /> LBS PER MOUNT 5. RF TRANSPARENT SCREENING AND CONNECTION TO FRAMING TO BE DESIGNED <br /> BY OTHERS FOR 350 PLF SERVICE LEVEL IN-PLANE SHEAR. EOM <br /> Ark 111111 <br /> (SCREEN ALL,OF BEAM, Q OF BEAM, 1 WP 411144.1. <br /> N)TJI &(N) <br /> NTJI 4 SCREEN WALL It <br /> SCREEN WALL <br /> / 10'-0' / j 8'-0'(2 EQUAL SPACES) 14 <br /> (E)BUILDING 8'-0' 1'-4' (E)BUILDING <br /> (E)TRUSS PARAPET EQUAL ft-0./1. (E)TRU55 PARAPET 8 <br /> BELOW <br /> \ 1-0i EQUAL/ BELOW \ / EQUAL(TYP) / EQUAL(1W) / S¢.0 . aac PAalrla 30$11.313311011.– <br /> _3 <br /> I \ I <br /> • I I5 <br /> (E)BUILDING <br /> I / FRP TIKE 4x4 PARAPET <br /> I (E)BUILDING I N / <br /> J I u 1 I-.-1 / I PAIS -�— —}-� I s L 1 SEA-FLEMING <br /> (E)GLU-LAMI% EQ. I EQ. I\ SCREEN WALL FRAMING (E)GLU-LAM _ .1 654.0,TYP <br /> a I �\ I / SCREEN WALL fRAAIING <br /> BEAM BELOW 1,TYP. TYP.1,oA PER ELEVATION,TYPICAL BEAM BELOW E E. 0. ` '. V y—;-- <br /> PER ELEVATION.TYPICAL (I�EW BI�.DI <br /> I o I yLS. 8920 EVEREEN WAY <br /> ' EVBETT.WA 98203 <br /> WAY <br /> 0 © oI " oI n1 nl o\ 0SNOHOMISH <br /> H C COUNTY <br /> nI n �F • <br /> n n �I nII n C O 1 o �� I FRP TUBE 4x4 <br /> 0 0 O o O 8 O o e b, �" ^ L • <br /> �I G n I o = FRP TUBE 628x36 m C <br /> S S S ,� 3 ,� 4,I $ $ 3 TOP AND BOTTOM(TYP E. <br /> % 7/S4.0,TYPE w a 9 <br /> .I , .I 7'I r2 _ o g ! ,+ V 94.0 TYP. <br /> 191 1.9 to m to 01 To tot '__II • '1 w .R '+ �� m <br /> �W8x1s <br /> € K =lbL' _ � K : CAMP♦ <br /> R �� -. -�� �� 1 \� ASSOCIATES <br /> i <br /> \ }°' FR• BE 424x. <br /> 0'k 19401 <br /> S LYNNWOOD,WA 98036E 304 <br /> \ IIIIIo`I (2)628%3x10'-01L(LAID S� \ PHONE:(425)740-6390 <br /> I I y FLAT)P.T.WOOD 10 FRP TUBE 6x6%3§ FAX:(425)224-1614 <br /> ----- I I dd X7101(5 TYP.2 p0 . $¢,Q TOP AND BOTTOM(TYP) VyWW,CAMPASSOC.COM <br /> I 1 L __ 1 I I ©qiir PROJECT MANAGER. NIH <br /> V I PROVIDE SIMPSON IUS3.56/16 FACE IN <br /> PREPARED BY. GA <br /> © MOUNT JOIST HANGER 0 EACH NEW <br /> 1 I 1 �I I TJI JOIST,INSTALLED PER <br /> 1 I 1 I 1 I 1 MANUFACTURERS SPECIFICATIONS APPROVED BY. MTM <br /> NORTH NORTH <br /> _ _ JL I JL I JL J /'1 <br /> (E)GLU-LAN BEAU BELOW I (r <br /> � <br /> I I _ � 2 GA 01/22/19 FINAL.PERMIT ISSUE <br /> 1 GA 01/11/17 FINAL PERMIT ISSUE <br /> 0 GA 12/15/16 PREUM PERMIT ISSUE <br /> A GA 10/17/16 PRELIM PERMIT ISSUE <br /> SCREENWALL BOTTOM CHORD PLAN @ NE SCREEN WALL SCREENWALL TOP CHORD PLAN @ NE SCREEN WALL (2- PLAN �'U <br /> SCALE:3/81'-00 SCALE:= SCALE:3/8'=1'-0' J <br /> ENGINEER, eo�S BToA <br /> M <br /> • <br /> i " p`. <br /> ,v1 I' <br /> I(NAL'01/22/IQ <br /> r—T r-I I SHEET NAE <br /> NE SCREEN WALL <br /> STRUCTURAL <br /> PLANS <br /> SHEET NICER <br /> )T7 S-2.1 <br /> KEY PLAN <br /> 0 1 <br /> SCALE:NO SCALE PAOZOT R <br /> 201111800280. <br />