Furnitures DWG Block for AutoCAD

Furnitures DWG Block for AutoCAD

It includes components needed for house and office design

Drawing labels, details, and other text information extracted from the CAD file:

compound wall detail, plan, elevation, section, sand filling, section-r.c.c. column, r.c.c. column footing, both ways, g.l., north point :, g.l, north, m.s. gate, sand filling, section of compund wall, brick wall, course sand, rain water pipe, filter bed, proposed rain water system, with well detail, cross section of, scientifically closed cover slab, w.l, cover slab, north, sand, r.c.wall, manhole cover, r.c.c cover slab, section of sump, plan of sump, perforated r.c.slab, hemitically closed, free board, bore well, compound wall, building, proposed, dwarf wall in masonary, ground lvl, gate, rounded pebbles, section b-b, u.g.sump.scientifically, closed and hermitically sealed, manhole scientificallly covered, foundation detail, plinth beam, g.lvl, dwarf wall, platform level, dwarf wall., project management:, tri, s o l u t i o n p r o v i d e r s, septic tank details, inlet, outlet to soak pit, c.i.cowl, elevation ‘b’, elevation ‘a’, section ‘aa’, section ‘bb’, bed, tamil nadu government, chennai, point to point, manavur, speed transport corporation, man hole, septic tank, to garden, final effluent sump, ac vent pipe, ac cowl, r.c slab, sewage water, stone medid, syntex water, tank, wide, brick work, b. pillar, c. wall, south, east, west, plant, true, compound wall, stone facing, decorative glazing, groove, knock… the door of heaven, mr. t.b.nesamani, note, in any form without written permission., this drawing is the property of tri am. it is subject, annanagar, chennai., proposed residential for, drg.no.:, front elevation, proposed elevation for mr. nesamani at annanagar, chennai., ms gate, gate details, gate pillars, centrifugal pump, gear pump, ball valve, globe valve, gate valve, plug valve, solenoid valve, expansion bellow, non return valve, strainer, union, legends, electrical motor, load cell, pressure gauge, filling point, drum filling, vent, level indicator, level glass, drain, filter, sample point, flexible hose, insulation with tracing, insulation, consultant:, client:, title:, waste water recycling plant, project :, s. mani bharathi, rev:, nts, date :, scale :, b.sivakumar, p.senthil kumar, drg no:, sheet no :, approved, checked, drawn, geo, cons, esc, pause, break, lock, scroll, sysrq, screen, print, insert, home, end, delete, page, down, caps, ctrl, alt, alt gr, ins, del, enter, num, pgdn, pgup, logitech, toi, trees, scale:, totlot, special inspection required, n.t.s., balloon_a, hd’s, model, no., per plan, a.b. per, simpson cat., post per plan, m. bolts, simpson strong-tie, sstb, footing, slab, embedmemt, line, bolting, base, washer, plate to post, post, holdowns to new footing, adhesive, set, md door, office door, main door, quick release coupling, moisture seperator, emergency release box, angle valve, stop valve, gauge valve, dr.v, pressure switch, to common drain, valve, to open drain, sprinkler alarm, drip valve, funnel, rcv, d.v, six way manifold, restrition check valve, deluge valve, lift, estarrrhgvklfkgf, eeeeeeeppp, estarrrhgvklblopgfklfdklfdkjfdkjfd, estarrrhgvkl, vvvvv, eeeeee, rrrrrrrppp, eeeeeee, aquarium n.i.c.

Raw text data extracted from CAD file:

\A1;11'6" \A1;2'6" \A1;5'0" \A1;2'6" COMPOUND WALL DETAIL DWARF WALL 7.5 CM HT. 12'0" WIDE GATE 3.5 39473.24052073248 PLAN ELEVATION 0.76 0.76 1.52 SECTION 39473.24052073248 39473.24052073248 39473.24052073248 DWARF WALL 7.5 CM HT. sand filling 0.15 6" SECTION-R.C.C. COLUMN 1.68 5'6" plinth beam 1'3"depth r.c.c. column footing both ways 10mmd10nos. p.c.c. 1:4:8 r.c.c. column 9"x18" 6mmd@6"crs. 12mmd4nos. 0.38 0.23 0.15 12mmd4nos. 0.23 0.38 G.L. 9" 6'6" 1'3" 9" 6" 1.98 1'3" 1.07 3'6" N S NORTH POINT : N \A1;3'-0" \A1;[0.91] \A1;10'-0" \A1;[3.05] \A1;10'-0" \A1;[3.05] \A1;10'-0" \A1;[3.05] \A1;3'-0" \A1;[0.91] \A1;33'-0" \A1;[10.06] ELEVATION G.L G.L 2945.202412882405 2945.202412882405 2945.202412882405 2945.202412882405 2945.202412882405 2945.202412882405 NORTH \A1;11'-6" \A1;[3.51] COMPOUND WALL DETAIL SCALE = 1 : 50 -1366.532165449417 ELEVATION M.S. GATE DWARF WALL 7.5 CM HT. \A1;5'-0" \A1;[1.52] \A1;6" [0.15] \A1;1'-0" [0.30] \A1;6" [0.15] \A1;7'-0" \A1;[2.13] \A1;2'-0" \A1;[0.61] SAND FILLING P.C.C 1 : 4 : 8 MIX 9" THICK -249.5381265942387 -249.5381265942387 -249.5381265942387 -249.5381265942387 -249.5381265942387 -249.5381265942387 G.L. SECTION OF COMPUND WALL 6" THICK 6" THICK BRICK WALL \A1;2'-1\S3/4;" [33.5] COURSE SAND 40MM BLUE METAL RAIN WATER PIPE FILTER BED PROPOSED RAIN WATER SYSTEM BRICK WORK CM 1:6 WITH WELL DETAIL 4" DIA PVC \A1;14'-1\S1/4;" \A1;[220.0] WELL 4'0" DIA CROSS SECTION OF -1168.380643316963 GL SCIENTIFICALLY CLOSED COVER SLAB BRICK WORK CM 1:6 W.L COVER SLAB GL GL GL North \A1;4\S1/2;" \A1;[0.11] \A1;5'-0" \A1;[1.52] \A1;11'-6" \A1;[3.51] \A1;10'-0" \A1;[3.05] \A1;9" \A1;[0.23] \A1;9" \A1;[0.23] \A1;9'-6" \A1;[2.90] \A1;9" \A1;[0.23] \A1;8'-0" \A1;[2.44] \A1;6" \A1;[0.15] \A1;9" \A1;[0.23] \A1;6" \A1;[0.15] SAND R.C.WALL MANHOLE COVER P.C.C 1:4:8 R.C.C COVER SLAB MANHOLE COVER SECTION OF SUMP PLAN OF SUMP PLAN 6" DIA SLOTTED PVC PIPE PERFORATED R.C.SLAB HEMITICALLY CLOSED 0.15m DIA FREE BOARD -1091.482477456535 -1091.482477456535 -1091.482477456535 BORE WELL 7.00m 3.00m -1091.482477456535 -1091.482477456535 -1091.482477456535 -1091.482477456535 C -1091.482477456535 -1091.482477456535 -1091.482477456535 C -1091.482477456535 -1091.482477456535 N N COMPOUND WALL BUILDING PROPOSED DWARF WALL IN MASONARY 100 GROUND LVL 230X75MM HEIGHT FROM SLOPE 1:20 SECTION 3.3. G.L 230 230 GATE \A1;5'0" (1.52) 9" 9" 4" SLOPE IN 1 IN 20 1000 (SCALE 1":4'0") SECTION 1.1 COMPOUND WALL G.L ROUNDED PEBBLES 5 TO 7.5CM 1524 3'3" 5'0" NORTH PLAN OF SUMP (1, 2 & 3) P.C.C 1:4:8 SECTION B-B B B 230 MANHOLE 600X600 U.G.SUMP.SCIENTIFICALLY (SIZE 6'0"X4'0"X6'0") CLOSED AND HERMITICALLY SEALED 1214 230 G.L MANHOLE SCIENTIFICALLLY COVERED (SCALE 1":4'0") 9" 9" 7'0" 9" 6" 6" 6" 8'-0" 9" 10'-0" \A1;5'0" \A1;6" \A1;6" \A1;5'0"X 5'0" \A1;5'0"X 5'0" -10542.96108587614 SAND FILLING P.C.C 1:4:8 P.C.C 1:4:8 SAND FILLING FOUNDATION DETAIL SCALE: 1" 2'0" .15 -10542.96108587614 .15 -10542.96108587614 1.52X 1.52 -10542.96108587614 1.52X 1.52 -10542.96108587614 R.C.C. COLUMN 9"X 9" PLINTH BEAM PLINTH BEAM R.C.C. COLUMN 9"X 9" G.LVL G.LVL N ROOF SLAB & BEAM DETAILS 2-12# 8 @ 6" C/C 3-16# 6 DIA @ 9" C/C 0.38 0.23 DWARF WALL B.W IN C.M 1:5 0.075 0.23 7.5CM HEIGHT DWARF WALL 1.52 PLATFORM LEVEL BRICK WALL IN C.M 1:5 \A1;1.52 \A1;.61 \A1;.61 -5038.592641222604 pcc 1:5:10 -5038.592641222604 \LCOMPOUND WALL DETAILS GL -5038.592641222604 0.075m high dwarf wall. Chennai - 600 001. TEL : 5204 1199. Project Management: #189/93, I Floor, Thambu Chetty Street, Parrys, Tri S O L U T I O N P R O V I D E R S m N \A1;5'-6" \A1;1'-6" \A1;2'-3" SEPTIC TANK DETAILS r.c.c manhole cover 1:2:4 6"x 6" opening at 6" spacing -1475.56444924414 4" thk 6" thk 4" thk c.c. ( 1:2:4 ) \A1;9" [0.23m] -1475.56444924414 inlet -1475.56444924414 5'-0" [1.52m] 4½" partition wall \A1;4" [0.10m] outlet to soak pit C.I.COWL 3"d C.I. vent pipe 7"-0" high NORTH G.L G.L \A1;9" \A1;[0.23] \A1;9" \A1;[0.23] \A1;5'-0" \A1;[1.52] 3.50M N \A1;\Fisocp.shx;2' \A1;15'-9\S1/4;" \A1;7'-11\S7/8;" \A1;2' \A1;2' \A1;2'-6" \A1;2'-6" \A1;1'-6" \A1;1' \A1;9" \A1;2' \A1;1'-4\S9/16;" A B ELEVATION 'B' ELEVATION 'A' A A SECTION 'AA' -1873.329724174245 -1873.329724174245 -1873.329724174245 -1873.329724174245 -1873.329724174245 -1873.329724174245 -1873.329724174245 -1873.329724174245 -1873.329724174245 -1873.329724174245 -1873.329724174245 -1873.329724174245 PLAN \A1;5' \A1;2' \A1;5' \A1;3" SKIRTING \A1;1'-6" \A1;5' \A1;EQ \A1;EQ \A1;1'-6" \A1;1'-6" \A1;1'-6" -1551.873020270757 -1551.873020270757 -1547.510844802879 -1551.873020270757 -1551.873020270757 -1551.873020270757 -1551.873020270757 -1551.873020270757 -1551.873020270757 -1551.873020270757 -1551.873020270757 ELEVATION SECTION 'BB' PLAN C C \A1;1' \A1;1'-6" \A1;1'-6" \A1;4' \A1;2' \A1;1'-3" \A1;1'-3" \A1;3" \A1;2'-6" \A1;1'-6" \A1;3" \A1;1\S1/4;" \A1;2' \A1;4' \A1;2' -1454.0237078447 -1454.0237078447 -1454.0237078447 -1454.0237078447 -1454.0237078447 -1454.0237078447 -1454.0237078447 -1454.0237078447 -1454.0237078447 -1454.0237078447 -1454.0237078447 -1454.0237078447 -1454.0237078447 -1454.0237078447 -1454.0237078447 ELEVATION SECTION 'BB' PLAN D D BED N W S E TAMIL NADU GOVERNMENT TN-22 N-0925 CHENNAI POINT TO POINT MANAVUR SPEED TRANSPORT CORPORATION \A1;9'-6" \A1;[2.90] \A1;36'-6" \A1;[11.12] \A1;9" \A1;6" \A1;5'0" \A1;\A1;4\S1/2;" \A1;5'0" \A1;9" \A1;[0.23] \A1;9'-10\S1/2;" \A1;[3.01] \A1;4" \A1;[0.10] \A1;9'-6\S1/2;" \A1;[2.91] \A1;9" [0.23] \A1;4' \A1;[1.22] \A1;9" [0.23] \A1;4' \A1;[1.22] \A1;9" [0.23] \A1;5' [1.52] \A1;9" \A1;[0.23] \A1;9" \A1;[0.23] \A1;8' \A1;[2.44] \A1;9" \A1;[0.23] MAN HOLE SEPTIC TANK UPFLOW FILTER NO:1 UPFLOW FILTER NO:2 MAN HOLE TO GARDEN FINAL EFFLUENT SUMP 7281.884650017944 7281.884650017944 \LPLAN \LSEPTIC TANK WITH UPFLOW FILTER SYSTEM 1 1 G L 7281.884650017944 7281.884650017944 7281.884650017944 7281.884650017944 AC VENT PIPE AC COWL R.C SLAB PCC 1:4:8 SAND FILLING SEWAGE WATER STONE MEDID (-0.91) (-1.05) \LSECTION 1-1 7281.884650017944 SEPTIC TANK 7281.884650017944 7281.884650017944 7281.884650017944 7281.884650017944 7281.884650017944 7281.884650017944 7281.884650017944 7281.884650017944 7281.884650017944 7281.884650017944 7281.884650017944 7281.884650017944 7281.884650017944 7281.884650017944 \A1;8'-6" \A1;[2.59] \A1;13'-6" \A1;[4.11] \A1;2' \A1;[0.61] \A1;20' \A1;[6.10] \A1;6' \A1;[1.83] -557.8808640480347 -557.8808640480347 PLAN SYNTEX WATER TANK -557.8808640480347 -557.8808640480347 -557.8808640480347 G L ELEVATION \A1;6'-6" \A1;6' \A1;1'-6" 191.7751979415489 183.7545827089635 183.7545827089635 BW - 6'0" X 6'6" GF - 1No FF - 1No ELEVATION PLAN N \A1;19'0"[5.8] \A1;1'-2" \A1;9.15" \A1;9.15" \A1;3'-5" \A1;1'2.2" \A1;7'-10 1/2" COMPOUND WALL DETAIL& GATE WIDE 2'6"[0.762 ] ELEVATION 1148.654948874487 WITH C.M. 1:6. BRICK WORK G.L. 1148.654948874487 1148.654948874487 1148.654948874487 G.L. SAND FILLING P.C.C 1:5:10 1148.654948874487 1148.654948874487 1148.654948874487 12'0" WIDE GATE B. PILLAR C. WALL \LCOMPOUND WALL & GATE DETAILS \LPLAN \LELEVATION M.S. GATE 7.5CM HT. DWARF WALL G [0.61] 2'-0" 12'-0" 2'-0" [0.61] [3.66] L SOUTH EAST WEST N S N E W W N S E 40° NORTH PLANT NORTH TRUE 608.5569932618473 Compound Wall +1'-9" GRN.FFL +12'-9" FIR.FFL +22'-9" FIR.FFL +19'-9" LVL. +8'-9" LVL. +30'-3" LVL. +33'-3" LVL. Stone Facing Decorative Glazing Groove #189/93, I Floor, Thambu Chetty Street, Parrys, Knock... The Door of Heaven SCALE : 1" = 4'-0". JOB.No.: R-007 Mr. T.B.NESAMANI NOTE to their recall & must not be lent Copied or Reproduced in any form without Written Permission. This Drawing is the Property of Tri Am. it is Subject AT DATE : 14-01-2006. ANNANAGAR, CHENNAI. PROPOSED RESIDENTIAL FOR Chennai - 600 001. TEL : 5204 1199. SC-01. DRG.No.: Engineers & Contractors: SCHEME -1 FRONT ELEVATION Compound Wall +1'-9" GRN.FFL +12'-9" FIR.FFL +22'-9" FIR.FFL +19'-9" LVL. +8'-9" LVL. +30'-3" LVL. PROPOSED ELEVATION FOR Mr. NESAMANI AT ANNANAGAR, CHENNAI. \A1;18'-0" \A1;[5.48] \A1;7'-0" \A1;[2.13] \A1;3'-9" [1.14] \A1;3'-9" [1.14] MS GATE 75 mm HT DWARF WALL GATE DETAILS G GATE PILLARS L 880.5730060920005 880.5730060920005 880.5730060920005 880.5730060920005 \fTimes New Roman|b0|i0|c0|p18;POLICE STATION \fTimes New Roman|b0|i0|c0|p18;INDIAN BANK M CENTRIFUGAL PUMP GEAR PUMP BALL VALVE GLOBE VALVE GATE VALVE PLUG VALVE SOLENOID VALVE EXPANSION BELLOW NON RETURN VALVE STRAINER UNION S LEGENDS M ELECTRICAL MOTOR FP LC M PI LOAD CELL PRESSURE GAUGE FILLING POINT DF DRUM FILLING LG V MH LI VENT MAN HOLE LEVEL INDICATOR LEVEL GLASS F FH D S DRAIN FILTER SAMPLE POINT FLEXIBLE HOSE INSULATION WITH TRACING INSULATION A1 GREAMS ROAD CHENNAI-08 CHENNAI -101 M/S . WINDSOR SATHYAM ENGG COMPANY CONSULTANT: CLIENT: M/S . APOLLO HOSPITAL LTD P& I DIAGRAM TITLE: WASTE WATER RECYCLING PLANT PROJECT : S. MANI BHARATHI REV: - 0 - NTS 20/12/04 DATE : SCALE : B.SIVAKUMAR P.SENTHIL KUMAR DRG NO: SHEET NO : APPROVED CHECKED DRAWN AHL - WSE /WWRO/P&I 1OF1 1 2 3 4 5 6 7 8 A B C D E F F E D C B A 8 7 6 5 4 3 2 1 A2 GREAMS ROAD CHENNAI-08 CHENNAI -101 M/S . WINDSOR SATHYAM ENGG COMPANY CONSULTANT: CLIENT: M/S . APOLLO HOSPITAL LTD P& I DIAGRAM TITLE: WASTE WATER RECYCLING PLANT PROJECT : S. MANI BHARATHI REV: - 0 - NTS 20/12/04 DATE : SCALE : B.SIVAKUMAR P.SENTHIL KUMAR DRG NO: SHEET NO : APPROVED CHECKED DRAWN AHL - WSE /WWRO/P&I 1OF1 1 2 3 4 5 6 7 8 A B C D E F F E D C B A 8 7 6 5 4 3 2 1 A3 GREAMS ROAD CHENNAI-08 CHENNAI -101 M/S . WINDSOR SATHYAM ENGG COMPANY CONSULTANT: CLIENT: M/S . APOLLO HOSPITAL LTD P& I DIAGRAM TITLE: WASTE WATER RECYCLING PLANT PROJECT : S. MANI BHARATHI REV: - 0 - NTS 20/12/04 DATE : SCALE : B.SIVAKUMAR P.SENTHIL KUMAR DRG NO: SHEET NO : APPROVED CHECKED DRAWN AHL - WSE /WWRO/P&I 1OF1 1 2 3 4 5 6 7 8 A B C D E F F E D C B A 8 7 6 5 4 3 2 1 A4 1OF1 AHL - WSE /WWRO/P&I 1 2 3 4 5 6 7 8 A B C D E F F E D C B A 8 7 6 5 4 3 2 1 DRAWN CHECKED APPROVED SHEET NO : DRG NO: P.SENTHIL KUMAR B.SIVAKUMAR SCALE : DATE : 20/12/04 NTS - 0 - REV: S. MANI BHARATHI PROJECT : WASTE WATER RECYCLING PLANT TITLE: P& I DIAGRAM M/S . APOLLO HOSPITAL LTD CLIENT: CONSULTANT: M/S . WINDSOR SATHYAM ENGG COMPANY CHENNAI -101 GREAMS ROAD CHENNAI-08 A0 GREAMS ROAD CHENNAI-08 CHENNAI -101 M/S . WINDSOR SATHYAM ENGG COMPANY CONSULTANT: CLIENT: M/S . APOLLO HOSPITAL LTD P& I DIAGRAM TITLE: WASTE WATER RECYCLING PLANT PROJECT : S. MANI BHARATHI REV: - 0 - NTS 20/12/04 DATE : SCALE : B.SIVAKUMAR P.SENTHIL KUMAR DRG NO: SHEET NO : APPROVED CHECKED DRAWN AHL - WSE /WWRO/P&I 1OF1 1 7 8 C D E F F E D C B A 8 7 6 5 4 3 2 1 \A1;19.537° NORTH GEO NORTH CONS -905673.2801875686 \A1;3' -1714.651589606991 \A1;1'-1" -1564.943668268253 \A1;7'-10" -333.4856563093267 \A1;1'-6" \A1;1'-6" \A1;5'-1" -57.3324178900782 -57.3324178900782 -57.3324178900782 \A1;10" \A1;3'-8" \A1;3' \A1;1'-1" \A1;10" -93.01939972875289 -93.01939972875289 -93.01939972875289 -93.01939972875289 -93.01939972875289 \A1;2'-6" \A1;1'-4" \A1;2" \A1;3'-9" \A1;5'-7" -117.5813012794056 -117.5813012794056 -117.5813012794056 -117.5813012794056 -117.5813012794056 \A1;3'-2" -165.5647658636112 \A1;2' 117.4623514997616 1 2 3 4 5 6 7 8 9 0 - = Esc F1 F2 F3 F4 F5 F6 F7 F8 F9 F10 F11 F12 Pause Break Lock Scroll SysRq Screen Print Insert Home End Delete Up Page Page Down ! " £ $ % ^ & * ( ) + ` Q W E R T Y U I O P [ ] A S D F G H J K ; : @ ' ~ # L Lock Caps Z X C V B N M < , . > / ? \ Ctrl Alt Alt Gr Ctrl 0 Ins Del . Enter + - * / Num Lock Home 7 8 9 4 5 6 1 2 3 End PgDn PgUp Logitech 2'0" 2'6" 3'0" 3'3" 3'6" TOI 4' 3' 6' 3.5' 2' 2' 5' A-53 TREES PLA00003 PLA00004 PLA00012 PLA00007 PLA00011 PLA00015 PLA00008 PLA00002 #\TRS\ZTRS2.ECW PLA00001 PLA00006 PLA00010 PLA00013 PLA00005 PLA00009 SCALE: 36" = PLA00014 TREES A-52 PAL00002 PAL00009 PAL00008 PAL00003 SCALE: 10 FT. = #\TRS\ZTRS1.ECW PAL00001 OAK00002 PAL00007 PAL00006 OAK00001 PAL00005 PAL00004 PIN00004 PAL00011 PIN00010 PAL00010 PIN00005 PIN00008 PIN00001 PIN00009 totlot totlot PLTPLN25 PLTPLN21 PLTPLN17 PLTPLN13 PLTPLN09 PLTPLN05 PLTPLN01 PLTPLN27 PLTPLN23 PLTPLN19 PLTPLN15 PLTPLN11 PLTPLN07 PLTPLN03 PLTPLN28 PLTPLN24 PLTPLN20 PLTPLN16 PLTPLN12 PLTPLN08 PLTPLN04 PLTPLN26 PLTPLN22 PLTPLN18 PLTPLN14 PLTPLN10 PLTPLN06 PLTPLN02 A-55 100" = TREES # LIB\TRS\ZTRS4.ECW SCALE: SCALE: SPECIAL INSPECTION REQUIRED N.T.S. BALLOON_A HD2A HD's "Y" "X" 1 3/4" HD6A 1 3/4" 1 3/4" HD5A 12 5/8" 12 5/8" 24 7/8" USE SSTB IN (N) FOOTING SSTB16 SSTB28 SSTB16 MODEL No. Y (N) SIMPSON HD PER PLAN A.B. PER SIMPSON CAT. 2X4 DBL. STUD WALL OR 4X POST PER PLAN 2-3/4" O M. BOLTS 2X P.T.D.F. SILL X SSTB28 Simpson Strong-Tie SSTB X 4" 8" FOR 6" MINIMUM FOOTING SLAB EMBEDMEMT LINE 4" Simpson Strong-Tie SSTB X HD8A 1 3/4" 24 7/8" SSTB28 3-7/8" d M.B. 2-7/8" d M.B. 2-3/4" d M.B. 1-7/8" d A.B. 1-7/8" d A.B. 1-3/4" d A.B. 3" SQX 5/16" 2 3/4" SQX 5/16" 2 3/4" SQX 5/16" BOLTING BASE WASHER PLATE TO POST 2 1/2" SQX 1/4" 1-5/8" d A.B. POST 2-5/8" d M.B. HOLDOWNS TO NEW FOOTING \A1;\LNOTE: FOR HOLDOWNS TO BE PLACED IN THE EXISTING FOOTING, DRILL HOLE \S1#4;" LARGER THAN HOLDOWN DIAMETER AND FILL HOLE W/ SET EPOXY (SEE S-1) PRIOR TO PLACING OF THREADED ROD HOLDOWN (SEE S-1 & S-2) Simpson Strong-Tie HD5A Y HD2A HD's 1 3/4" HD6A 1 3/4" 1 3/4" HD5A USE EPOXY LARR 25279 IN (E) FOOTING HD8A 1 3/4" 3-7/8" d M.B. 2-7/8" d M.B. 2-3/4" d M.B. 1-7/8" d A.B. 1-7/8" d A.B. 1-3/4" d A.B. 3" SQX 5/16" 2 3/4" SQX 5/16" 2 3/4" SQX 5/16" BOLTING BASE WASHER PLATE TO POST 2 1/2" SQX 1/4" 1-5/8" d A.B. POST 2-5/8" d M.B. ADHESIVE AT "Y" "X" ET SET 9 3/8" 1 3/4" 1 3/4" 1 3/4" 1 3/4" "Y" "X" 12" 1 3/4" 1 3/4" 1 3/4" 1 3/4" "Y" "X" 10" N/A 12" 10" 15 1/2" N/A 15" N/A N/A 15" N \LPLANTS & TREES \LHUMANS \LDIRECTIONS \LGRILL GATES \LDOOR & WINDOWS W1 MD DOOR OFFICE DOOR MAIN DOOR \LDETAIL DWG \LBEDS \LSOFA \LKITCHEN \LCHAIRS \LTRANSPORTS \LBATHROOM \LDINING \LELEVATION - SOLENOID VALVE BALL VALVE QUICK RELEASE COUPLING SV MOISTURE SEPERATOR EMERGENCY RELEASE BOX STRAINER ANGLE VALVE STOP VALVE - - NON RETURN VALVE GAUGE VALVE - - - PS CD OD F S DR.V PRESSURE SWITCH TO COMMON DRAIN VALVE - - - TO OPEN DRAIN SPRINKLER ALARM DRIP VALVE FUNNEL - - - - * ABBREVIATION & SYMBOLS. PG RCV M ER D.V SIX WAY MANIFOLD RESTRITION CHECK VALVE PRESSURE GAUGE - - - - DELUGE VALVE - \LTITLE BLOCK \LDESIGNS LIFT ESTARrrhgvklfkgf eeeeeeeppp ESTARrrhgvklblopgfklfdklfdkjfdkjfd ESTARrrhgvkl ESTARrrhgvkl ESTARrrhgvkl VVVVV ESTARrrhgvkl ESTARrrhgvkl eeeeee ESTARrrhgvkl ESTARrrhgvklfkgf ESTARrrhgvkl ESTARrrhgvkl rrrrrrrppp EEEEEEE ESTARrrhgvklfkgf ESTARrrhgvkl AQUARIUM N.I.C. AQUARIUM N.I.C. \LPIANOS \LTABLES \LWHEELCHAIRS \LLIGHTINGS 2'0" 2'6" 3'0" 3'3" 3'6" TOI 4' 3' 6' 3.5' 2' 2' 5' A-53 TREES PLA00003 PLA00004 PLA00012 PLA00007 PLA00011 PLA00015 PLA00008 PLA00002 #\TRS\ZTRS2.ECW PLA00001 PLA00006 PLA00010 PLA00013 PLA00005 PLA00009 SCALE: 36" = PLA00014 TREES A-52 PAL00002 PAL00009 PAL00008 PAL00003 SCALE: 10 FT. = #\TRS\ZTRS1.ECW PAL00001 OAK00002 PAL00007 PAL00006 OAK00001 PAL00005 PAL00004 PIN00004 PAL00011 PIN00010 PAL00010 PIN00005 PIN00008 PIN00001 PIN00009 totlot PLTPLN25 PLTPLN21 PLTPLN17 PLTPLN13 PLTPLN09 PLTPLN05 PLTPLN01 PLTPLN27 PLTPLN23 PLTPLN19 PLTPLN15 PLTPLN11 PLTPLN07 PLTPLN03 PLTPLN28 PLTPLN24 PLTPLN20 PLTPLN16 PLTPLN12 PLTPLN08 PLTPLN04 PLTPLN26 PLTPLN22 PLTPLN18 PLTPLN14 PLTPLN10 PLTPLN06 PLTPLN02 A-55 100" = TREES # LIB\TRS\ZTRS4.ECW SCALE: SPECIAL INSPECTION REQUIRED N.T.S. BALLOON_A HD2A HD's "Y" "X" 1 3/4" HD6A 1 3/4" 1 3/4" HD5A 12 5/8" 12 5/8" 24 7/8" USE SSTB IN (N) FOOTING SSTB16 SSTB28 SSTB16 MODEL No. Y (N) SIMPSON HD PER PLAN A.B. PER SIMPSON CAT. 2X4 DBL. STUD WALL OR 4X POST PER PLAN 2-3/4" O M. BOLTS 2X P.T.D.F. SILL X SSTB28 Simpson Strong-Tie SSTB X 4" 8" FOR 6" MINIMUM FOOTING SLAB EMBEDMEMT LINE 4" Simpson Strong-Tie SSTB X HD8A 1 3/4" 24 7/8" SSTB28 3-7/8" d M.B. 2-7/8" d M.B. 2-3/4" d M.B. 1-7/8" d A.B. 1-7/8" d A.B. 1-3/4" d A.B. 3" SQX 5/16" 2 3/4" SQX 5/16" 2 3/4" SQX 5/16" BOLTING BASE WASHER PLATE TO POST 2 1/2" SQX 1/4" 1-5/8" d A.B. POST 2-5/8" d M.B. HOLDOWNS TO NEW FOOTING \A1;\LNOTE: FOR HOLDOWNS TO BE PLACED IN THE EXISTING FOOTING, DRILL HOLE \S1#4;" LARGER THAN HOLDOWN DIAMETER AND FILL HOLE W/ SET EPOXY (SEE S-1) PRIOR TO PLACING OF THREADED ROD HOLDOWN (SEE S-1 & S-2) Simpson Strong-Tie HD5A Y HD2A HD's 1 3/4" HD6A 1 3/4" 1 3/4" HD5A USE EPOXY LARR 25279 IN (E) FOOTING HD8A 1 3/4" 3-7/8" d M.B. 2-7/8" d M.B. 2-3/4" d M.B. 1-7/8" d A.B. 1-7/8" d A.B. 1-3/4" d A.B. 3" SQX 5/16" 2 3/4" SQX 5/16" 2 3/4" SQX 5/16" BOLTING BASE WASHER PLATE TO POST 2 1/2" SQX 1/4" 1-5/8" d A.B. POST 2-5/8" d M.B. ADHESIVE AT "Y" "X" ET SET 9 3/8" 1 3/4" 1 3/4" 1 3/4" 1 3/4" "Y" "X" 12" 1 3/4" 1 3/4" 1 3/4" 1 3/4" "Y" "X" 10" N/A 12" 10" 15 1/2" N/A 15" N/A N/A 15"

Language	English
Drawing Type	Block
Category	Furniture & Appliances
Additional Screenshots
File Type	dwg
Materials	Glass, Other, N/A
Measurement Units	Imperial
Footprint Area
Building Features	Garden / Park
Tags	autocad, block, components, Design, DWG, furniture, furnitures, house, includes, needed, office, trees