Laserfiche WebLink
A C D E F <br />EXIST. METAL ROOFING TO REMAIN <br />EXIST. STEEL GIRDER/PURLIN STRUCT. <br />EXIST. METAL WALL FRAMING TO EXIST, HORIZ. STEEL C8X1 6 GA. <br />REMAIN, EXCEPT AS REG-D. FOR EXISTING STEEL COLUMN T HEAD <br />NEW DOOR OPNGS. — SEE NOTE Ifl, ANGLE 0 BOTTOM & 0 GRID -LINE <br />,SHEET A-2 MIDPOINT CUT & <br />NEW 4X4X16 GA. GALV. CLIP ANGLES REMOVE AS REQ'D. SEALANT <br />W/ (4) #12 TEK SCREWS <br />NEW GALV. MET. <br />LINE OF CONCRETE DRIP FLASHING & <br />12'— Ir CURB BELOW NEOPRENE CLOSURES <br />U E. <br />(2) C8XI6 GA. HEAD FLASHING <br />CONT. 0 WIDE LINE OF MET. SIDING ROLL —UP DOOR <br />NEW S" X C BED OF DOORS, (1) BEYOND AND JAMB GUIDE MET. SIDING CONT. C8X16 GA. <br />MET. GUTTER W/ SEALANT C8XI6 GA. CONT, REMOVED & <br />GALV. STRAPS 0 0 NEW 24 GA. CORNER L 0016 GA. GALV. REINSTALLED <br />3Z O.C. — SET IN 0 OTHER DOORS FLASHING CUP ANGLE W/ (2) #12—W <br />SEALANT & SECURE I -"�TEK SCREWS TO C8X16 GA. <br />TO 10 FLUTE 1/8 LINE OF REMOVED <br />SURFACE USING 1/8 HORIZ. ANGLE JAMB CHANNEL <br />FASTENERS W1 L 0016 GA. GALV. C8 JAMB L 4X4X1 6 GA. GALV. <br />NEOPRENE WASHERS. 1/8 TYP. CLIP — DRILLED EXP. (1) CBX16 GA. CUP — DRILLED EXP. <br />310 a I " I LINE OF CONC. CURB <br />NEW r DIA. MET. 3 " 0 1 ANCHOR TO TOP OF STEEL CHANNEL F TO BE REMOVED 0 DOOR ANCHOR TO TOP OF <br />DOWNSPOUT — SEE REMOVE & REINSTALL EXIST. CURB — (2) 1/t DIA. X eL. EXIST. CURB — (2) <br />PLAN FOR LOCATION #12—W TEK SCREWS __pb_ BOTTOM SEAL- #12—W TEK SCREWS <br />REMOVE & SALVAGE EXIST. SIDING AS REQUIRED, TO C8XI6 GA. JAMB EXPANSION BOLT tj SEE SPEC. TO COX1 6 GA. JAMB <br />METAL SIDING. CUT AS REQ'D. USING BEST MTL, CHANNEL NEW 24 GA. CHANNEL <br />& REINSTALL USING BEST NEW 24 GA. MET. 0 0 GALV. MET. <br />MATERIAL. CORNER FLASHING CORNER <br />1 01—T EXIST. OR NEW ASPHALT FLASHING <br />LINE OF EXISTING 6"H, PAVING — ADD ASPHALT <br />CONC. CURB — SAWCUT 0 EXIST. AS REQ'D. FOR <br />SMOOTH TRANSITION SEALANT, TYP. <br />& REMOVED AS REQ'D. 0 0T 1 (1) C8X1 6 GA. STEEL <br />SEALANT EXIST. CONIC. SLAB —ON— .6 JAMB CHANNEL 0 JAMB <br />NEW STEEL DOOR GRADE & FOUNDATION <br />NEW GALV. MET. DRIP FLASHING & GUIDES EDGE OF EXIST. <br />NEOPRENE CLOSURES 0 EA. FLUTE.----/ (1) C8XI6 GA. SLAB JAMB ANCHOR — <br />NEW C8X16 GA. BELOW DOOR 6*+ ROLL —UP DOOR HA DOOR (3) PER JAMB <br />2 HEAD, STEEL <br />H.M. FRAME 2 <br />NEW TS 8X8X1/4 DOOR HEADER GROUT FILL <br />5_31�C <br />NEW ROLL —UP DOOR HOOD <br />ROLL -UP DOOR HEAD ROLL -UP DOOR JAMB -UP DOOR THRESHOLD r4 EXTERIOR MANDOOR JAMB (HEAD SIM.) <br />ROLL <br />� �4 SCALE: 1-1/2* - 11—Cr SCALE: 1-1/27 1'—Cr \�, �4 SCALE: 11-11t - l'—O* � �4 SCALE: S' l—(f <br />51ir G.W.B. EA SIDE <br />SHEET METAL <br />(1) C8 X 16 GA. WAINSCOT — <br />10 _0 At H. - <br />LINE OF MET. SIDING DBLE. CS X 16 GA. HEADER <br />BEYOND <br />ROLL —UP DOOR HOOD RETURN G.W.B, <br />(1) C8X1 6 GA. AS SHOWN <br />NEW 24 GA. CORNER <br />5/8"TYPE 'X' <br />FLASHING STEEL CHANNEL <br />FIRESAFING & FLUTE IN SHIM G.W.B. BOTH <br />SIDES <br />L 4X4X1 6 GA. GALV. VERIF EXISTING SIDING <br />SEALANT <br />WALL <br />EXP. ANCHORS TO TOP DBLE, STUDS <br />3 UNE OF REMOVED CLIP ANGLE — DRILLED <br />HORIZ. ANGLE -------------- 71 3 <br />OF CURB — (2) #12—W <br />TEK SCREWS TO C8X1 6 GA. LINE OF EXIST. 'EXIST. SIDING 7/ GJAMBS <br />JAMB CHANNEL ANGLE BELOW TO <br />NEW H.M. DOOR 0 0 REMAIN <br />SEALANT, TYP. <br />NEW H.M. FRAME LINE OF EXIST. <br />3 <br />2m FIRESAFING, <br />CURB BELOW TO WAREHOUSE SIDE SHOP SIDE <br />0.0, 0 <br />REMAIN FULL —HEIGHT . \\-- <br />LINE OF CONC. CURB (2) 6X3XI6 GA. (1) CS X 16 GA. SEALANT <br />TO BE REMOVED 0 DOOR ANGLE CLOSURE <br />W/ TEK SCREWS SHEET METAL GUARD 0 JAMBS JAMB ANCHOR <br />NEW THRESHOLD — TO STUD 0 18 H.M. DOOR (3) PER JAMB <br />PEMKO #185A W/ O.C. <br />SILICONE INSERT 1/4 H.M. FRAME <br />SEALANT, TYP, MET. CASING GROUT FILL <br />BETWEEN CURB BEADS, TYP, HEA <br />J_ & STUD <br />5/8' G.W.B. EA. SIDE <br />CSX16 GA. STUD <br />WALL DBLE. C8 X 16 GA. 0 JAMBS 5 3/4"_ <br />EXIST. OR NEW ASPHALT NOjE* <br />PAVING — ADD ASPHALT ADJUST ACTUAL LOCATION OF 5/8- TYPE 'X 10—GA. SHT. METAL WALL GUARD. <br />0 EXIST. AS REQ'D,. FOR FIRESAFING & CLOSURE ANGLES G.W.B. BOTH TYP- (10'—Cr H.) 4p� Op <br />SMOOTH TRANSITION TO ALIGN W/ FLUTE IN EXIST. SIDES. au ROV, <br />SIDING AS SHOWN. 'ft0/jV <br />EXIST. CONC. SLAB —ON — <br />GRADE & F OUNDATION DOOR GUIDE INTERIOR MANDOOR JAMB (HEAD SIM.) <br />ROLL —UP DOOR � �4 SCALE: Y I'—(f <br />4 <br />3903 Tm Fw. TPE DCLUIK Rwum <br />JAM REGISTERED OF SIXTT PM CC, IS CINFOOMt. <br />ARCHI][gCT OSCOTTI TO K USM OILY MR X RXV9 <br />SCOTr WORLDWIDE FN SIM LOM A10 KPjW ON <br />1100 KrAW, AW IS WT TO K COMM <br />ROLL -UP FIRE DOOR S K. Michael Nickerson <br />7 STATE OF WMINGTON <br />SALVAGE WAREHOUSE RENOVATIONS <br />EXTERIOR MANDOOR THRESHOLD �., �4 SCALE: 1-11t 11-11f 2722 Cb1b7 Aroxiu*. Suffs 007 <br />WALL DETAIL (PLAN SECTION SIM.) xForott. W* n 96201 mm MR. FOR <br />"": 1=059 Iwo JWR <br />SCOTT CONSTRUCTION CREW <br />� �4 SCALE: Jr I'—Cr � �4 SCALE' 1-11Z l'—(r K <br />1 MISCELLANEOUS REVI!�,%IONS 8/25/93[JWR <br />REV. REMS10. NCa oATE Ery B-18592-AO4 <br />I AD 3 70"D A B E <br />2600 Federal Ave <br />I it I I I A I I I I A I I I I — _T_ al I I 1 1 <br />24 23 22 21 20 19 18 17 16 15 14 13 12 11 10 9 7 6 M ICROBOX 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 2 <br />R NE A P7 <br />W S HALT <br />D ASP �IALT <br />REQ 'D FOR <br />cvwr <br />