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EXISTING ROOF 1%6>4.1. <br /> ACCESS HATCH <br /> PER ARCH. <br /> 0 <br /> EXISTING gm EXISTING STAIRII <br /> BELOW <br /> WALL oI cI I PENTHOUSE WALL I- <br /> BELOW 39'-0' I , I I BELOW <br /> EXISTING ROOF _ EXISTING ROOF <br /> DRAIN _ _ _ L— __(E)GLULAM I BEAM BELOW _— DRAIN — — — — <br /> II (1)...._ <br /> I 0 _ I I EXISTING ROOF <br /> �El— o ACCESS HATCHalAil <br /> 0 32'0 11 .2 Ig I PER ARCH. <br /> 111'%, <br /> . PROVIDE SIMPSON U210-2 <br /> (E)BUILDING DI 4 I I'M FACE MOUNT JOIST HANGER EXISTING STAR ooc 4,n Vwel4tic QQMpQRAT10N <br /> PARAPET 53.0 Ile N0 DOUBLE JOIST,USE ALL <br /> (2)2x6 JOIST_I 'x' NAILS,7YP EA END Ahk I PENTHOUSE WALL BELOW <br /> (2)Bz6x9'-81(LAD <br /> V I � <br /> �� P.T.WOOD SLEEPERS LN N = Ix SEA-TEEMING <br /> 3 yI-A > ' <br /> m w FIAT •c 71Iv c 7 0j I I .y. <br /> p y 8' o_ _ D.O. I 4 I �+ FRP TUBE 4x4x44 I -•. <br /> --`" \ A - - W8x15 T y� v_— ■ _ ■I (NEW BUND) <br /> a/sa.o,irF . ^ I +J '�a I 0320 EVERGREEN WAY <br /> 2 4,$4.1,TYP/ :�,' �; I / EVERETT,WA 08203 <br /> t3 _ 0 <br /> AL u — / 13 v * SNON01168N COUNTY <br /> y - - _ II N tI► Y <br /> I .0 TYP Eg <br /> J I C I Ilk VW 2 <br /> n I I Il 1 11I< .. <br /> _ __4,,�E)2x8 JOIST O 32 LC— -(--, Igrgr 53.0 Ark <br /> a in ^+k�' ' " ��� <br /> '(N)2X6 JOIST SSTERm O 32'0/C J L) o ill. <br /> •JLn <br /> 3 ^ I EXISTING STAR s 6o F s+' a TYP. <br /> ��jj PENTHOUSE WALL \ CAMP+ei'��S' S/54.1 I BELOW \ (E)BUILDING 0 i V W I <br /> yH D.O. PARAPET j ASSOCIATES <br /> -a- - \ \ -I. - - Tl- - r I -o'— ■ _C _ 0 <br /> ., 1 — <br /> c \ W8x15 I ' -FRP TUBE 4x4 4 ••TUBE 6x6x% 19401 40TH AVE.W.,SUITE 304 <br /> • <br /> TOP AND BOTTOM(TYPO HOHEO(0WA 98036 <br /> N a (E)TRUSS 425) ao-63so <br /> - _— FAX:(425)224-1614 <br /> E0. E0.,--"=,- i <br /> D W W W.CAMPASSOC.COM <br /> SCREEN WALL FRAMING TYP. TOP. (2)643x321. Wj <br /> (LAD FIAT) yp Elk Al& <br /> • PER ELEVATION P.T.WOOD SLEEPERS,TYP. WVTYP• WV PROJECT MANAGER. MTM <br /> 2 LOCATIONS <br /> T'_5•/ 9'-0•(2 EQUAL SPACES) / 9'-0'(2 EQUAL SPACES) <br /> NOTES: OF BEAM, © OF BEAM, 4 SCREEN WALL I SCREEN WALL PREPARED BY. GA <br /> 1. SEE SCREEN WALL PLATFORM PLAN THIS SHEET AND ELEVATIONS ONS SLEEPER, <br /> ®' SLEEPER,de APPROVED BY. MTM <br /> S-3.0 FOR ADD'L INFO.NOT CALLED OUT. OTES: NORTH <br /> 2. SEE S3.0 FOR SCREEN WALL ELEVATIONS. NORTH 1. SEE SCREEN WALL PLATFORM PLAN THIS SHEET AND ELEVATIONS ON S-3.0 <br /> 3. SEE 54.0 SERIES FOR TYPICAL CONNECTION DETAILS. _ <br /> 4. ALL STEEL SHALL BE HOT-DIP GALVANIZING PER ASTM A123,U.O.N. FOR ADM.INFO.NOT <br /> 5. RF TRANSPARENT SCREENING AND CONNECTION TO FRAMING TO BE �41161 <br /> 2. SEE S3.0 FOR SCREENCWALL ELEVATIONS - ANTENNAS AND ANCILLARY gellbli <br /> DESIGNED BY OTHERS FOR 350 PLF SERVICE LEVEL IN-PLANE IJ 3. SEE S4.0 SERIES FOR TYPICAL CONNECTION DETAILS. EQUIPMENT NOT SHOWN FOR 2 GA 01/22/19 FINAL PERMIT ISSUE <br /> SHEAR. 4. ALL STEEL SHALL BE HOT-DIP GALVANIZING PER ASTM A123,U.O.N. CLARITY. SEE ARCHITECTURAL \_-10 <br /> 1 GA 01/11/17 FINAL.PERMIT ISSUE <br /> 6. THE INSTALLATION IS FOR(4)MOUNTS WITH A MAX WEIGHT OF 175 5. RF TRANSPARENT SCREENING AND CONNECTION TO FRAMING TO BE DESIGNED DRAWING SET FOR EQUIPMENT <br /> LBS PER MOUNT BY OTHERS FOR 350 PLF SERVICE LEVEL IN-PLANE SHEAR. INFORMATION 0 GA 12/15/16 PRELIM PERMIT ISSUE <br /> ' AGA 10/17/16 PRELIM PERMIT ISSUE <br /> SCREENWALL BOTTOM CHORD PLAN @ SW SCREEN WALL O SCREENWALL TOP CHORD PLAN @ SW SCREEN WALL O PLAN REVEWWW SIGNATURE <br /> SCNE:3/8'-1'-0' SCALE 3/6'-1'-0• <br /> ENWIEERS STAMP <br /> vow, <br /> 0Y 11.4 <br /> 111111- 1 <br /> t_� �'Rb 1 4t!: <br /> // 1` 0.'// <br /> 70NA1,.1401/22/19 <br /> SHEET NAME <br /> SW SCREEN WALL <br /> STRUCTURAL <br /> PLANS <br /> ---- <br /> q � e E E TEMBER <br /> S2.0 <br /> KEY PLAN <br /> SCALE NO SCALE <br /> EiI) PROJECT MASER201116110280 <br />