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n Lio-1 <br />2 , �., 5 <br />SCALE: 1/4" =1'-0" <br />SCALE: 1/4" a 1'-0" <br />SCALE: 1/4" :: V-0" <br />SYM REVISION <br />A PFP SPAR PAINT BOOTH 1 AND 2 - IFC <br />B PFP SPAR PAINT BOOTH 1 AND 2 - IFP <br />EXTEND EXISTING CATWALK TO <br />EQUIPMENT PLATFORM. SEE <br />STRUCTURAL <br />B <br />M1A10-14, MlA10-19 I A499 <br />1A10-14,1A10-19, ! A499 <br />A499 <br />BY APPROVED DATE <br />'/V5983281 HG RLT 11,19.19 <br />W5983281 HG RLT 11.19.19 <br />ROOF STAIR ® PLAN <br />SCALE: 1/4" =1'-0" M1A10-14 A499 <br />SCALE: 1/4" =1'-0" <br />r <br />12" BEYOND RISER <br />A499 <br />EVENT 21" SPHERE <br />ND RAIL BRACKET OFFSET TO <br />INTAIN 1 1/2" MIN AROUND HAND RAIL <br />AT STAIR AT LANDING <br />_ PREVENT 21 " SPHERE <br />_ 114" TOE PLATE <br />1-1/2" 0 SCHEDULE 40 STEEL POSTS, <br />GUARD AND HAND RAILS. <br />AT EQUIPMENT PLATFORM <br />2015 IBC1015A EXCEPTION 3 ALLOWS 21" SPHERE CRITERIA IN AREAS FOR ACCESS <br />TO AND USE OF ELECTRICAL, MECHANICAL OR PLUMBING SYSTEMS OR EQUIPMENT. <br />j �•f <br />SCALE: 1/2" =1'-0" <br />SYM REVISION <br />A499 <br />BY APPROVED <br />DATE <br />0 <br />SCALE: 1/4" e 1` 0" <br />SCALE: 114" v 1' 0" <br />im <br />1 --1 F P9 I I <br />3.80 <br />2'-1" MATERIAL LIFT PAD <br />MATERIAL LIFT & - <br />OHCDOORS <br />-GUARD SEE STRUCT. <br />1 <br />14 T <br />LIFT STAGING PAD <br />a <br />SLOPE T8 to 10" (PER VENDOR) LIFT STAGING PAD oCD <br />1:12 ABOVE MATERIAL LIFT PAD <br />(� J <br />!J <br />0 <br />4. <br />FIRE LANE BEYONI <br />1'-01, BOLLARDS APPROXIMATELY <br />SEE 41S591-08 BUILDING <br />APPROXIMATE LOC <br />T EXISTING CONCREl <br />I <br />I <br />J <br />w <br />_ z <br />Lu <br />Lu <br />F_ <br />Q <br />VENDOR TO PROVIDE BRIDGEWAY <br />BETWEEN STAGING PAS AND LIFT. <br />ENGINEER TO PROVIDE SUPPORTS. <br />M TERIAL LIFT OLUMNS BY <br />U NDOR <br />APPROX.10' I 14'-T I ---- M TERIAL LIFT F LATFORM <br />LIFT PAD o I <br />PAD DIMENSION ARE <br />_ I I A PROXIMATE. INAL PAD SIZE <br />_ <br />- .—-- I i ATERIAL LIFT PAD P�RVENDOR <br />I <br />j MATERIAL LIFT PAD TO I I <br />BE +l ABOVE GRADE <br />I HIGHEST GRADE I <br />TOP OF GRADE I I - FACE OF CASSION CAP AND <br />BEAM e = _ - - GRADE BEAM TO MATERIAL LIFT - <br />PAD <br />CASSION CAP <br />Q r <br />MATERIAL <br />GROUND LEVEL r4 <br />w <br />SCALE: 1/4" =1' 0" <br />5174 <br />REGISTERED <br />ARCHITECT <br />ROBERTA L. GHIGLIANO <br />STATE OF VVASHINGTON <br />11/21/2019 <br />1A10-14 A499 <br />DRAWN <br />OAT <br />ACCEPTABILITY R. PINLAC <br />THIS DESIGN AWOR CHECKED <br />SPECIFICATION IS APPROVED R. PINLAC <br />ENGINEER <br />APPROVED BY DEPT. DATE R. GHIGLIANO <br />CHECKED <br />L.COSGROVE <br />APPROVED <br />R. PLUCINSKI <br />APPROVED <br />R. THIRTYACRE <br />it SUBTITLE <br />06.18.19 <br />11,19,19 <br />TITLE <br />1.19.19 <br />11,19,19 <br />11.19A9 <br />11,19,19 ARCHITECTURAL MASTER <br />LIFT STAGING <br />LIFT PAD BEY( <br />I <br />MATERIAL LIFT - ELEVATION <br />SCHEDULE A35 <br />SCALE: 1/4" ®1'-0" A499 <br />MATERIAL LIFT - SECTION <br />SCALE: 114" =1' 0" <br />EQUIPMENT <br />PLATFORM LEVEL <br />® 112'-6" <br />LEUEL1 <br />® 100' 0" <br />__E DOOR <br />VIDE BRIDGEWAY AND BRACING <br />VD BUILDING. ENGINEER TO <br />RT AT BUILDING FOR BRIDGEWAY <br />ENT PLATFORM Id, <br />_ LEVEL 1 Oil <br />100' 0" <br />AP BEYOND <br />\ISSON CAP AND <br />1M TO LIFT PAD <br />IM <br />I IIII—i <br />- <br />I I_I 1 1i I <br />—IIIIIII I <br />ICITY <br />I <br />OF EVERETT <br />REVIEWED <br />PERMIT <br />ISSUED FOR PERMIT <br />Our difference <br />I <br />is engineered. <br />A499� <br />�- J� ti �� <br />ter; www.harrisgroup.com <br />PROJECT NO: 0012630.06 <br />CURRENT REVISION <br />SYMBOL <br />DATE <br />W5983281 <br />B <br />11.19,19 <br />SHEET <br />A499 <br />JOB NO. COMP NO. <br />W5933231 <br />EVERETT, WA DWG N0, 40-053-A499 <br />