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001.jpg
<table><thead><tr><th>LEGAL DESCRIPTION</th><th colspan="2">LOT COVERAGE</th><th>AVERAGE BUILDING ELEVATION</th><th>GENERAL NOTES</th><th>PROJECT TEAM</th></tr></thead><tbody><tr><td>COUNTY ASSESSOR PARCEL NO. (PROPERTY TAX ACCOUNT NO.): X-X-X</td><td colspan="2"></td><td>AVERAGE BUILDING ELEVATION = (MIDPT ELEV x LENGTH OF WALL SEGMENT) + (MIDPT x LENGTH) ...</td><td></td><td>OWNER: NAME/COMPANY STREET ADDRESS CITY, STATE 98XXX PH: XXX-XXXX-XXXX CONTACT: NAME</td></tr><tr><td>LEGAL DESCRIPTION</td><td colspan="2"></td><td></td><td></td><td>CONTRACTOR: NAME/COMPANY ADDRESS CITY, STATE 98XXX PH: XXX-XXXX-XXXX CONTACT: NAME CONTRACTOR LICENSE # UBI #</td></tr></tbody></table>
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<table><tr><td>OVERALL DIMENSION</td></tr><tr><td>DECK</td></tr><tr><td>OVERALL DIMENSION</td></tr><tr><td>CONCRETE PATIO</td></tr><tr><td>CRAWLSPACE VENT SIZE, TYPE, &amp; NET VENT AREA</td></tr><tr><td>CONCRETE PATIO</td></tr><tr><td>CRAWLSPACE ACCESS SIZE</td></tr><tr><td>FLOOR OPENING SIZE &amp; FRAMING</td></tr><tr><td>JOIST DIRECTION, SIZE, SPAN, SPECIES, GRADE, SUPPORT, &amp; BRACING</td></tr><tr><td>NEW CRAWLSPACE</td></tr><tr><td>PAD FOOTING SIZE &amp; REBAR</td></tr><tr><td>BEAM SIZE, SPECIES, &amp; GRADE</td></tr><tr><td>JOIST DIRECTION, SIZE, SPAN, SPECIES, GRADE, SUPPORT, &amp; BRACING</td></tr><tr><td>FLOOR SHEATHING TYPE &amp; THICKNESS</td></tr><tr><td>SIZE, SPACING, &amp; EMBEDMENT OF ANCHOR BOLTS TYP.</td></tr><tr><td>OVERALL DIMENSION</td></tr><tr><td>CRAWLSPACE VENT SIZE, TYPE, &amp; NET VENT AREA</td></tr><tr><td>OVERALL DIMENSION</td></tr><tr><td>CRAWLSPACE VENT SIZE, TYPE, &amp; NET VENT AREA</td></tr><tr><td>OVERALL DIMENSION</td></tr><tr><td>CRAWLSPACE VENT SIZE, TYPE, &amp; NET VENT AREA</td></tr><tr><td>OVERALL DIMENSION</td></tr><tr><td>CRAWLSPACE VENT SIZE, TYPE, &amp; NET VENT AREA</td></tr><tr><td>OVERALL DIMENSION</td></tr><tr><td>CRAWLSPACE VENT SIZE, TYPE, &amp; NET VENT AREA</td></tr><tr><td>OVERALL DIMENSION</td></tr><tr><td>CRAWLSPACE VENT SIZE, TYPE, &amp; NET VENT AREA</td></tr><tr><td>OVERALL DIMENSION</td></tr><tr><td>CRAWLSPACE VENT SIZE, TYPE, &amp; NET VENT AREA</td></tr><tr><td>OVERALL DIMENSION</td></tr><tr><td>CRAWLSPACE VENT SIZE, TYPE, &amp; NET VENT AREA</td></tr><tr><td>OVERALL DIMENSION</td></tr><tr><td>CRAWLSPACE VENT SIZE, TYPE, &amp; NET VENT AREA</td></tr><tr><td>OVERALL DIMENSION</td></tr><tr><td>CRAWLSPACE VENT SIZE, TYPE, &amp; NET VENT AREA</td></tr><tr><td>OVERALL DIMENSION</td></tr><tr><td>CRAWLSPACE VENT SIZE, TYPE, &amp; NET VENT AREA</td></tr><tr><td>OVERALL DIMENSION</td></tr><tr><td>CRAWLSPACE VENT SIZE, TYPE, &amp; NET VENT AREA</td></tr><tr><td>OVERALL DIMENSION</td></tr><tr><td>CRAWLSPACE VENT SIZE, TYPE, &amp; NET VENT AREA</td></tr><tr><td>OVERALL DIMENSION</td></tr><tr><td>CRAWLSPACE VENT SIZE, TYPE, &amp; NET VENT AREA</td></tr><tr><td>OVERALL DIMENSION</td></tr><tr><td>CRAWLSPACE VENT SIZE, TYPE, &amp; NET VENT AREA</td></tr><tr><td>OVERALL DIMENSION</td></tr><tr><td>CRAWLSPACE VENT SIZE, TYPE, &amp; NET VENT AREA</td></tr><tr><td>OVERALL DIMENSION</td></tr><tr><td>CRAWLSPACE VENT SIZE, TYPE, &amp; NET VENT AREA</td></tr><tr><td>OVERALL DIMENSION</td></tr><tr><td>CRAWLSPACE VENT SIZE, TYPE, &amp; NET VENT AREA</td></tr><tr><td>OVERALL DIMENSION</td></tr><tr><td>CRAWLSPACE VENT SIZE, TYPE, &amp; NET VENT AREA</td></tr><tr><td>OVERALL DIMENSION</td></tr><tr><td>CRAWLSPACE VENT SIZE, TYPE, &amp; NET VENT AREA</td></tr><tr><td>OVERALL DIMENSION</td></tr><tr><td>CRAWLSPACE VENT SIZE, TYPE, &amp; NET VENT AREA</td></tr><tr><td>OVERALL DIMENSION</td></tr><tr><td>CRAWLSPACE VENT SIZE, TYPE, &amp; NET VENT AREA</td></tr><tr><td>OVERALL DIMENSION</td></tr><tr><td>CRAWLSPACE VENT SIZE, TYPE, &amp; NET VENT AREA</td></tr><tr><td>OVERALL DIMENSION</td></tr><tr><td>CRAWLSPACE VENT SIZE, TYPE, &amp; NET VENT AREA</td></tr><tr><td>OVERALL DIMENSION</td></tr><tr><td>CRAWLSPACE VENT SIZE, TYPE, &amp; NET VENT AREA</td></tr><tr><td>OVERALL DIMENSION</td></tr><tr><td>CRAWLSPACE VENT SIZE, TYPE, &amp; NET VENT AREA</td></tr><tr><td>OVERALL DIMENSION</td></tr><tr><td>CRAWLSPACE VENT SIZE, TYPE, &amp; NET VENT AREA</td></tr><tr><td>OVERALL DIMENSION</td></tr><tr><td>CRAWLSPACE VENT SIZE, TYPE, &amp; NET VENT AREA</td></tr><tr><td>OVERALL DIMENSION</td></tr><tr><td>CRAWLSPACE VENT SIZE, TYPE, &amp; NET VENT AREA</td></tr><tr><td>OVERALL DIMENSION</td></tr><tr><td>CRAWLSPACE VENT SIZE, TYPE, &amp; NET VENT AREA</td></tr><tr><td>OVERALL DIMENSION</td></tr><tr><td>CRAWLSPACE VENT SIZE, TYPE, &amp; NET VENT AREA</td></tr><tr><td>OVERALL DIMENSION</td></tr><tr><td>CRAWLSPACE VENT SIZE, TYPE, &amp; NET VENT AREA</td></tr><tr><td>OVERALL DIMENSION</td></tr><tr><td>CRAWLSPACE VENT SIZE, TYPE, &amp; NET VENT AREA</td></tr><tr><td>OVERALL DIMENSION</td></tr><tr><td>CRAWLSPACE VENT SIZE, TYPE, &amp; NET VENT AREA</td></tr><tr><td>OVERALL DIMENSION</td></tr><tr><td>CRAWLSPACE VENT SIZE, TYPE, &amp; NET VENT AREA</td></tr><tr><td>OVERALL DIMENSION</td></tr><tr><td>CRAWLSPACE VENT SIZE, TYPE, &amp; NET VENT AREA</td></tr><tr><td>OVERALL DIMENSION</td></tr><tr><td>CRAWLSPACE VENT SIZE, TYPE, &amp; NET VENT AREA</td></tr><tr><td>OVERALL DIMENSION</td></tr><tr><td>CRAWLSPACE VENT SIZE, TYPE, &amp; NET VENT AREA</td></tr><tr><td>OVERALL DIMENSION</td></tr><tr><td>CRAWLSPACE VENT SIZE, TYPE, &amp; NET VENT AREA</td></tr><tr><td>OVERALL DIMENSION</td></tr><tr><td>CRAWLSPACE VENT SIZE, TYPE, &amp; NET VENT AREA</td></tr><tr><td>OVERALL DIMENSION</td></tr><tr><td>CRAWLSPACE VENT SIZE, TYPE, &amp; NET VENT AREA</td></tr><tr><td>OVERALL DIMENSION</td></tr><tr><td>CRAWLSPACE VENT SIZE, TYPE, &amp; NET VENT AREA</td></tr><tr><td>OVERALL DIMENSION</td></tr><tr><td>CRAWLSPACE VENT SIZE, TYPE, &amp; NET VENT AREA</td></tr><tr><td>OVERALL DIMENSION</td></tr><tr><td>CRAWLSPACE VENT SIZE, TYPE, &amp; NET VENT AREA</td></tr><tr><td>OVERALL DIMENSION</td></tr><tr><td>CRAWLSPACE VENT SIZE, TYPE, &amp; NET VENT AREA</td></tr><tr><td>OVERALL DIMENSION</td></tr><tr><td>CRAWLSPACE VENT SIZE, TYPE, &amp; NET VENT AREA</td></tr><tr><td>OVERALL DIMENSION</td></tr><tr><td>CRAWLSPACE VENT SIZE, TYPE, &amp; NET VENT AREA</td></tr><tr><td>OVERALL DIMENSION</td></tr><tr><td>CRAWLSPACE VENT SIZE, TYPE, &amp; NET VENT AREA</td></tr><tr><td>OVERALL DIMENSION</td></tr><tr><td>CRAWLSPACE VENT SIZE, TYPE, &amp; NET VENT AREA</td></tr><tr><td>OVERALL DIMENSION</td></tr><tr><td>CRAWLSPACE VENT SIZE, TYPE, &amp; NET VENT AREA</td></tr><tr><td>OVERALL DIMENSION</td></tr><tr><td>CRAWLSPACE VENT SIZE, TYPE, &amp; NET VENT AREA</td></tr><tr><td>OVERALL DIMENSION</td></tr><tr><td>CRAWLSPACE VENT SIZE, TYPE, &amp; NET VENT AREA</td></tr><tr><td>OVERALL DIMENSION</td></tr><tr><td>CRAWLSPACE VENT SIZE, TYPE, &amp; NET VENT AREA</td></tr><tr><td>OVERALL DIMENSION</td></tr><tr><td>CRAWLSPACE VENT SIZE, TYPE, &amp; NET VENT AREA</td></tr><tr><td>OVERALL DIMENSION</td></tr><tr><td>CRAWLSPACE VENT SIZE, TYPE, &amp; NET VENT AREA</td></tr><tr><td>OVERALL DIMENSION</td></tr><tr><td>CRAWLSPACE VENT SIZE, TYPE, &amp; NET VENT AREA</td></tr><tr><td>OVERALL DIMENSION</td></tr><tr><td
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003.jpg
<table><tr><td>OVERALL DIMENSION</td><td>EXISTING NEW</td></tr><tr><td>WOOD DECK</td><td>CONCRETE LANDING</td></tr><tr><td>DOWNSPOUT</td><td>DOWNSPOUT</td></tr><tr><td>BEDROOM 1</td><td>UTILITY GAS DRYER WASHER REFRIGERATOR SKYLIGHT ABOVE</td></tr><tr><td>ATTIC ACCESS ABOVE</td><td>STAIR CLOSET FAMILY ROOM</td></tr><tr><td>SMOKE DETECTOR ABOVE</td><td>GAS DRYER WASHER REFRIGERATOR SKYLIGHT ABOVE</td></tr><tr><td>CRAWLSPACE ACCESS</td><td>WATER HEATER RISE RUN # OF TREADS &amp; RISERS</td></tr><tr><td>COATHROOM</td><td>POST SIZE, BASE &amp; CAP</td></tr><tr><td>BEDROOM 2</td><td>LIVING ROOM</td></tr><tr><td>SMOKE DETECTOR ABOVE</td><td>GAS FIREPLACE</td></tr><tr><td>CLOSET</td><td>NOTE NUMBER OF STUDS TO SUPPORT HEADERS</td></tr><tr><td>BEDROOM 3</td><td>NEW ROOF OVERHANG</td></tr><tr><td>CLOSET</td><td>EXISTING ROOF OVERHANG</td></tr><tr><td>BEDROOM 4</td><td>CONCRETE STEPS</td></tr><tr><td>OVERALL DIMENSION</td><td>1/4&quot; = 1&#x27;-0&quot; OR 1/8&quot; = 1&#x27;-0&quot; PREFERRED)</td></tr><tr><td colspan="2">LEGEND - PLANS, ELEVATIONS, &amp; SECTIONS</td></tr><tr><td colspan="2">EXISTING WALL</td></tr><tr><td colspan="2">NEW FRAMED WALL</td></tr><tr><td colspan="2">EXHAUST FAN IN CEILING</td></tr><tr><td colspan="2">WALL-TYPE</td></tr><tr><td colspan="2">DETAIL BUGE</td></tr></table>
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004.jpg
<table><tr><td>$\textcircled{1}$ LOWER ROOF &amp; UPPER FLOOR FRAMING PLAN</td><td>(SCALE: 1/4&quot; = 1&#x27;-0&quot; OR 1/8&quot; = 1&#x27;-0&quot; PREFERRED)</td></tr></table>
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<table><tr><td>$\textcircled{1}$ SOUTH ELEVATION</td><td>(SCALE: 1/4&quot; = 1&#x27;-0&quot; OR 1/8&quot; = 1&#x27;-0&quot; PREFERRED)</td></tr><tr><td></td><td>FINISH MATERIAL DOWNSPOUT LOCATION OVERHANG FINISH MATERIAL +X&#x27;-X&quot; TOP PLATE OVERHANG FINISH MATERIAL +X&#x27;-X&quot; FINISHED FLOOR +X&#x27;-X&quot; TOP PLATE OVERHANG FINISH MATERIAL +X&#x27;-X&quot; FINISHED FLOOR +X&#x27;-X&quot; FINISHED GRADE +X&#x27;-X&quot; AVERAGE BUILDING ELEVATION CRAWLSPACE VENTILATION</td></tr><tr><td>$\textcircled{2}$ EAST ELEVATION</td><td>(SCALE: 1/4&quot; = 1&#x27;-0&quot; OR 1/8&quot; = 1&#x27;-0&quot; PREFERRED)</td></tr><tr><td></td><td>EXISTING OVERHANG TO BE REMOVED DOWNSPOUT LOCATION OVERHANG FINISH MATERIAL NEW EXISTING CRAWLSPACE VENTILATION</td></tr><tr><td>$\textcircled{3}$ NORTH ELEVATION</td><td>(MAX SHEET SIZE: 24&quot; X 36&quot;)</td></tr></table>
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006.jpg
<table><thead><tr><th>GLAZING AREA % OF FLOOR</th><th colspan="2">GLAZING U-FACTOR</th><th>DOOR U-FACTOR</th><th>CEILING</th><th>VAULTED CEILING</th><th>WALL ABOVE GRADE</th><th>WALL INTERIOR BELOW GRADE</th><th>WALL EXTERIOR BELOW GRADE</th><th>FLOOR</th><th>SLAB ON GRADE</th></tr></thead><tbody><tr><td>### %</td><td>###</td><td>###</td><td>###</td><td>R-###</td><td>R-###</td><td>R-###</td><td>N/A</td><td>N/A</td><td>R-###</td><td>R-###</td></tr></tbody></table>
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007.jpg
<table><tr><td>1</td><td>SLAB ON GRADE NOTE SCALE</td></tr><tr><td>2</td><td>FOUNDATION DETAIL NOTE SCALE</td></tr><tr><td>3</td><td>GARAGE SLAB/WALL (ALTERNATE) NOTE SCALE</td></tr><tr><td>4</td><td>FLOOR-WALL CONNECTION NOTE SCALE</td></tr><tr><td>5</td><td>ROOF-WALL CONNECTION NOTE SCALE</td></tr><tr><td>6</td><td>POST-BASE CONNECTION NOTE SCALE</td></tr><tr><td>7</td><td>STAIR DETAIL NOTE SCALE</td></tr><tr><td>8</td><td>POST-BEAM CONNECTION NOTE SCALE</td></tr><tr><td>9</td><td>FACTORY-BUILT FIREPLACE NOTE SCALE</td></tr><tr><td>10</td><td>ROOF TRUSS-WALL CONNECTION NOTE SCALE</td></tr><tr><td>11</td><td>16&quot; MINIMUM LATERAL RESTRAINT PANEL SCALE: NOT TO SCALE</td></tr><tr><td>12</td><td>24&quot; MINIMUM LATERAL RESTRAINT PANEL SCALE: NOT TO SCALE</td></tr></table>
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008.jpg
<table><thead><tr><th>LEGAL DESCRIPTION</th><th colspan="2">LOT COVERAGE</th><th>AVERAGE BUILDING ELEVATION</th><th>GENERAL NOTES</th><th>PROJECT TEAM</th></tr></thead><tbody><tr><td>COUNTY ASSESSOR PARCEL NO. (PROPERTY TAX ACCOUNT NO.): X-X-X</td><td colspan="2"></td><td>AVERAGE BUILDING ELEVATION = (MIDPT ELEV x LENGTH OF WALL SEGMENT) + (MIDPT x LENGTH) ...</td><td></td><td>OWNER: NAME/COMPANY STREET ADDRESS CITY, STATE 98XXX PH: XXX-XXXX-XXXX CONTACT: NAME</td></tr><tr><td>LEGAL DESCRIPTION</td><td colspan="2"></td><td></td><td></td><td>CONTRACTOR: NAME/COMPANY ADDRESS CITY, STATE 98XXX PH: XXX-XXXX-XXXX CONTACT: NAME CONTRACTOR LICENSE # UBI #</td></tr></tbody></table>
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009.png
<table><thead><tr><th>NOTE:</th></tr></thead><tbody><tr><td>1. ALL DIMENSIONS ARE SHOWN IN MILLIMETRES UNLESS OTHERWISE SPECIFIED AND LEVELS ARE SHOWN IN METRES.</td></tr><tr><td>2. PROPOSED WORKS ARE SHOWN IN RED EXISTING WORKS SHOWN IN BLACK AND DISMANTLING WORKS SHOWN IN RED.</td></tr><tr><td>3. THIS DRAWING IS PREPARED BASED ON DATA COLLECTED FROM SITE.</td></tr><tr><td>4. FORMATION LEVEL SHOWN IN THE DRAWING AS PER LONGitudinal SECTION.</td></tr><tr><td>5. SAFETY OF THE EXG. BRIDGE TO BE ENsured IN ALL ASPECTS WHILE EXECUTING PROPOSED BRIDGE WORKS.</td></tr><tr><td>6. DEPTH OF FOUNDATION SHOWN IN THE DRAWING IS TENTATIVE. THE ACTUAL DEPTH SHALL BE AS DECIDED BY THE ENGINEER IN CHANGE.</td></tr><tr><td>7. ANALYSIS OF PRESSURE WORKS OUT TO 17.30 USAS ENGINEER IN CHARGE SHALL SHOW THAT SBC OF SOIL IS MORE THAN THE MAXIMUM FOUNDATION PRESSURE BEFORE EXECUTION OF WORK.</td></tr><tr><td>8. IN CASE READY MIX CONCRETE TO BE USED WITH MX SHAEL BE IN CONFORMITY WITH RECONSTRUCTION AND DOWN IN COORDINATE BRIDGE FOR OTHER ASPECTS WHICH ARE NOT COVERED BY C.A.C. IS 929SHALL BE ADJUSTED TO.</td></tr><tr><td>9. ALL CONCRETE WORKS SHALL BE MECHANICALLY MIXED AND VIBRATED.</td></tr><tr><td>10. ALL RCC SURFACE COMING IN CONTACT WITH SOIL SHOULD BE PAINTED WITH BITumen OR CALCULATED APPROVED QUALITY (BLAST AGAIN FILLING THE EARTH).</td></tr><tr><td>11. WHIP HOLES OF 75/100 PVC/CAPS ARE TO BE PROVIDED AT 1000mm C/W BOTH KERNELLY AND HORIZONTALLY IN STAGGER IN RETURN WAILLS.</td></tr><tr><td>12. WHIP HOLES OF 75/100 PVC/CAPS ARE TO BE PROVIDED AT 1000mm C/W BOTH KERNELLY AND HORIZONTALLY IN STAGGER IN RETURN WAILLS.</td></tr><tr><td>13. MAKE FILLED AND DETAIL MEDIA SHALL BE PERFORMED AS PER CLASS 7.5 OF IRS BRIDGE SUB-STRUCTURE AND FOUNDATION CODE 2013 (REVISED INCLUDING LAST ACS).</td></tr><tr><td>14. ANGLE OF REPOSE OF BACK FILSHALL NOT BE LESS THAN 35°.</td></tr><tr><td>15. SAFETY OF THE EXG. BRIDGE TO BE ENsured IN ALL ASPECTS WHILE EXECUTING PROPOSED BRIDGE WORKS.</td></tr><tr><td>16. CRS PERMISSION SHALL BE OBTAINED PRIOR TO COMMENCIEMENT OF WORK CONSIDERING AMAZI (CLASS 2/IG) OF IRPMW.</td></tr><tr><td>17. BED SLOPE SHould BE ADJUSTED AS PER SITE CONDITION BY COMPETENT AUTHORITY.</td></tr><tr><td>18. BED SLOPE SHould BE ADJUSTED AS PER SITE CONDITION BY COMPETENT AUTHORITY.</td></tr><tr><td>19. BED SLOPE SHould BE ADJUSTED AS PER SITE CONDITION BY COMPETENT AUTHORITY.</td></tr><tr><td>20. BED SLOPE SHould BE ADJUSTED AS PER SITE CONDITION BY COMPETENT AUTHORITY.</td></tr><tr><td>21. BED SLOPE SHould BE ADJUSTED AS PER SITE CONDITION BY COMPETENT AUTHORITY.</td></tr><tr><td>22. BED SLOPE SHould BE ADJUSTED AS PER SITE CONDITION BY COMPETENT AUTHORITY.</td></tr><tr><td>23. NO CONSTRUCTION JOINT SHALL NOT BE ALLOWED IN CONCRETE WORKS WITHOUT SPECIAL PURPOSE FOR APPROVED BRIDGE CODE.</td></tr><tr><td>24. NONE SEMI-TEMPORARY SHOPPING ARRANGEMENTS TO BE PROVIDED DURING DISMANTLING / DRILLING / EXTENSION OF EXISTING STRUCTURE.</td></tr><tr><td>25. TEMPERATURE SPEDIAL RESTRICTION TO BE IMPROved DURING EXECUTION OF WORK AS PER IRPMW, IF REQUIRED.</td></tr><tr><td>26. THE SURFACE REINFORCEMENT IS TO BE PROVIDED AT PER EXISTING STANDARD.</td></tr><tr><td>27. ALL DIMENSIONS AND LEVELS SHOULD BE VERIFIED AND RECONSTRUED BEFORE EXECUTION.</td></tr><tr><td>28. DURING SHALL DONE AS PER IRPMW/BRIDGE CODE.</td></tr><tr><td>29. THE PITCHING SHALL BE PROVIDED FOR A LENGTH AS PER COAD Provision.</td></tr><tr><td>30. LONGITUDINAL DRAIN BETWEEN EXISTING AND PROPOSED TRACK SHALL BE PROVIDED AS SITE REQUIREMENTS.</td></tr></tbody></table>
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010.png
<table><thead><tr><th>CONSTRUCTION DEPTH</th><th>EXG. BRIDGE PRO. BRIDGE</th></tr></thead><tbody><tr><td>RAIL</td><td>172mm</td></tr><tr><td>RUBBER PAD</td><td>6mm</td></tr><tr><td>PSC SLEEPER</td><td>210mm</td></tr><tr><td>BALLAST CUSHION</td><td>350mm</td></tr><tr><td>EARTH CUSHION</td><td>1170mm</td></tr><tr><td>TOTAL</td><td>1408mm</td></tr></tbody></table>
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011.png
<table><tr><td>WEEP HOLES 100 Ø AT 1000 C/C</td><td></td></tr><tr><td>BED LEVEL 295.143</td><td></td></tr><tr><td>1:1</td><td></td></tr><tr><td>1500</td><td></td></tr><tr><td>3300</td><td></td></tr><tr><td>1200</td><td></td></tr><tr><td>600</td><td></td></tr><tr><td>150TH. LEVELLING COURSE</td><td></td></tr><tr><td>600</td><td></td></tr><tr><td>1200</td><td></td></tr><tr><td>420</td><td></td></tr><tr><td>450</td><td></td></tr><tr><td>840</td><td></td></tr><tr><td>600</td><td></td></tr><tr><td>4110</td><td></td></tr><tr><td colspan="2">C/S OF WING WALL @ MIN. HEIGHT</td></tr><tr><td colspan="2">ING CAPACITY OF SOIL - 42.00 t/sqm<br>SURE ON SOIL UNDER WING WALL - 31.28 t/sqm</td></tr><tr><td colspan="2">PRO. RAIL LEVEL 299.997<br>PRO. FORMATION LEVEL 299.235</td></tr><tr><td colspan="2">C/OF PRO. UP LINE</td></tr><tr><td colspan="2">3925</td></tr><tr><td colspan="2">2725</td></tr><tr><td colspan="2">850</td></tr><tr><td colspan="2">10</td></tr><tr><td colspan="2">1676</td></tr><tr><td colspan="2">PSC SLAB</td></tr><tr><td colspan="2">B.R.</td></tr><tr><td colspan="2">RCC BED BLOCK</td></tr><tr><td colspan="2">BED LEVEL 295.143</td></tr><tr><td colspan="2">C/OF PRO. UP LINE</td></tr><tr><td colspan="2">2725</td></tr><tr><td colspan="2">1676</td></tr></table>
[{"model_id": "zai-org/GLM-OCR", "model_name": "GLM-OCR", "column_name": "markdown", "timestamp": "2026-02-09T04:19:51.811254", "task": "table", "temperature": 0.01, "top_p": 1e-05, "repetition_penalty": 1.1, "max_tokens": 16384}]
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<table><tr><td>SPECIFICATIONS:</td></tr><tr><td>EXPOSURE CONDITION: MODERATE AS PER INCIDE WITH LATEST AAC SUPP.</td></tr><tr><td>CARE OF CONCRETE BRIDGE CODE 2014 WHERE HS CONCRETE BRIDGE CODE IS LEVELTED WITH HS CONCRETE BRIDGE CODE IS LEVELTED WITH HS CONCRETE BRIDGE CODE IS LEVELTED WITH HS CONCRETE BRIDGE CODE IS LEVELTED WITH HS CONCRETE BRIDGE CODE IS LEVELTED WITH HS CONCRETE BRIDGE CODE IS LEVELTED WITH HS CONCRETE BRIDGE CODE IS LEVELTED WITH HS CONCRETE BRIDGE CODE IS LEVELTED WITH HS CONCRETE BRIDGE CODE IS LEVELTED WITH HS CONCRETE BRIDGE CODE IS LEVELTED WITH HS CONCRETE BRIDGE CODE IS LEVELTED WITH HS CONCRETE BRIDGE CODE IS LEVELTED WITH HS CONCRETE BRIDGE CODE IS LEVELTED WITH HS CONCRETE BRIDGE CODE IS LEVELTED WITH HS CONCRETE BRIDGE CODE IS LEVELTED WITH HS CONCRETE BRIDGE CODE IS LEVELTED WITH HS CONCRETE BRIDGE CODE IS LEVELTED WITH HS CONCRETE BRIDGE CODE IS LEVELTED WITH HS CONCRETE BRIDGE CODE IS LEVELTED WITH HS CONCRETE BRIDGE CODE IS LEVELTED WITH HS CONCRETE BRIDGE CODE IS LEVELTED WITH HS CONCRETE BRIDGE CODE IS LEVELTED WITH HS CONCRETE BRIDGE CODE IS LEVELTED WITH HS CONCRETE BRIDGE CODE IS LEVELTED WITH HS CONCRETE BRIDGE CODE IS LEVELTED WITH HS CONCRETE BRIDGE CODE IS LEVELTED WITH HS CONCRETE BRIDGE CODE IS LEVELTED WITH HS CONCRETE BRIDGE CODE IS LEVELTED WITH HS CONCRETE BRIDGE CODE IS LEVELTED WITH HS CONCRETE BRIDGE CODE IS LEVELTED WITH HS CONCRETE BRIDGE CODE IS LEVELTED WITH HS CONCRETE BRIDGE CODE IS LEVELTED WITH HS CONCRETE BRIDGE CODE IS LEVELTED WITH HS CONCRETE BRIDGE CODE IS LEVELTED WITH HS CONCRETE BRIDGE CODE IS LEVELTED WITH HS CONCRETE BRIDGE CODE IS LEVELTED WITH HS CONCRETE BRIDGE CODE IS LEVELTED WITH HS CONCRETE BRIDGE CODE IS LEVELTED WITH HS CONCRETE BRIDGE CODE IS LEVELTED WITH HS CONCRETE BRIDGE CODE IS LEVELTED WITH HS CONCRETE BRIDGE CODE IS LEVELTED WITH HS CONCRETE BRIDGE CODE IS LEVELTED WITH HS CONCRETE BRIDGE CODE IS LEVELTED WITH HS CONCRETE BRIDGE CODE IS LEVELTED WITH HS CONCRETE BRIDGE CODE IS LEVELTED WITH HS CONCRETE BRIDGE CODE IS LEVELTED WITH HS CONCRETE BRIDGE CODE IS LEVELTED WITH HS CONCRETE BRIDGE CODE IS LEVELTED WITH HS CONCRETE BRIDGE CODE IS LEVELTED WITH HS CONCRETE BRIDGE CODE IS LEVELTED WITH HS CONCRETE BRIDGE CODE IS LEVELTED WITH HS CONCRETE BRIDGE CODE IS LEVELTED WITH HS CONCRETE BRIDGE CODE IS LEVELTED WITH HS CONCRETE BRIDGE CODE IS LEVELTED WITH HS CONCRETE BRIDGE CODE IS LEVELTED WITH HS CONCRETE BRIDGE CODE IS LEVELTED WITH HS CONCRETE BRIDGE CODE IS LEVELTED WITH HS CONCRETE BRIDGE CODE IS LEVELTED WITH HS CONCRETE BRIDGE CODE IS LEVELTED WITH HS CONCRETE BRIDGE CODE IS LEVELTED WITH HS CONCRETE BRIDGE CODE IS LEVELTED WITH HS CONCRETE BRIDGE CODE IS LEVELTED WITH HS CONCRETE BRIDGE CODE IS LEVELTED WITH HS CONCRETE BRIDGE CODE IS LEVELTED WITH HS CONCRETE BRIDGE CODE IS LEVELTED WITH HS CONCRETE BRIDGE CODE IS LEVELTED WITH HS CONCRETE BRIDGE CODE IS LEVELTED WITH HS CONCRETE BRIDGE CODE IS LEVELTED WITH HS CONCRETE BRIDGE CODE IS LEVELTED WITH HS CONCRETE BRIDGE CODE IS LEVELTED WITH HS CONCRETE BRIDGE CODE IS LEVELTED WITH HS CONCRETE BRIDGE CODE IS LEVELTED WITH HS CONCRETE BRIDGE CODE IS LEVELTED WITH HS CONCRETE BRIDGE CODE IS LEVELTED WITH HS CONCRETE BRIDGE CODE IS LEVELTED WITH HS CONCRETE BRIDGE CODE IS LEVELTED WITH HS CONCRETE BRIDGE CODE IS LEVELTED WITH HS CONCRETE BRIDGE CODE IS LEVELTED WITH HS CONCRETE BRIDGE CODE IS LEVELTED WITH HS CONCRETE BRIDGE CODE IS LEVELTED WITH HS CONCRETE BRIDGE CODE IS LEVELTED WITH HS CONCRETE BRIDGE CODE IS LEVELTED WITH HS CONCRETE BRIDGE CODE IS LEVELTED WITH HS CONCRETE BRIDGE CODE IS LEVELTED WITH HS CONCRETE BRIDGE CODE IS LEVELTED WITH HS CONCRETE BRIDGE CODE IS LEVELTED WITH HS CONCRETE BRIDGE CODE IS LEVELTED WITH HS CONCRETE BRIDGE CODE IS LEVELTED WITH HS CONCRETE BRIDGE CODE IS LEVELTED WITH HS CONCRETE BRIDGE CODE IS LEVELTED WITH HS CONCRETE BRIDGE CODE IS LEVELTED WITH HS CONCRETE BRIDGE CODE IS LEVELTED WITH HS CONCRETE BRIDGE CODE IS LEVELTED WITH HS CONCRETE BRIDGE CODE IS LEVELTED WITH HS CONCRETE BRIDGE CODE IS LEVELTED WITH HS CONCRETE BRIDGE CODE IS LEVELTED WITH HS CONCRETE BRIDGE CODE IS LEVELTED WITH HS CONCRETE BRIDGE CODE IS LEVELTED WITH HS CONCRETE BRIDGE CODE IS LEVELTED WITH HS CONCRETE BRIDGE CODE IS LEVELTED WITH HS CONCRETE BRIDGE CODE IS LEVELTED WITH HS CONCRETE BRIDGE CODE IS LEVELTED WITH HS CONCRETE BRIDGE CODE IS LEVELTED WITH HS CONCRETE BRIDGE CODE IS LEVELTED WITH HS CONCRETE BRIDGE CODE IS LEVELTED WITH HS CONCRETE BRIDGE CODE IS LEVELTED WITH HS CONCRETE BRIDGE CODE IS LEVELTED WITH HS CONCRETE BRIDGE CODE IS LEVELTED WITH HS CONCRETE BRIDGE CODE IS LEVELTED WITH HS CONCRETE BRIDGE CODE IS LEVELTED WITH HS CONCRETE BRIDGE CODE IS LEVELTED WITH HS CONCRETE BRIDGE CODE IS LEVELTED WITH HS CONCRETE BRIDGE CODE IS LEVELTED WITH HS CONCRETE BRIDGE CODE IS LEVELTED WITH HS CONCRETE BRIDGE CODE IS LEVELTED WITH HS CONCRETE BRIDGE CODE IS LEVELTED WITH HS CONCRETE BRIDGE CODE IS LEVELTED WITH HS CONCRETE BRIDGE CODE IS LEVELTED WITH HS CONCRETE BRIDGE CODE IS LEVELTED WITH HS CONCRETE BRIDGE CODE IS LEVELTED WITH HS CONCRETE BRIDGE CODE IS LEVELTED WITH HS CONCRETE BRIDGE CODE IS LEVELTED WITH HS CONCRETE BRIDGE CODE IS LEVELTED WITH HS CONCRETE BRIDGE CODE IS LEVELTED WITH HS CONCRETE BRIDGE CODE IS LEVELTED WITH HS CONCRETE BRIDGE CODE IS LEVELTED WITH HS CONCRETE BRIDGE CODE IS LEVELTED WITH HS CONCRETE BRIDGE CODE IS LEVELTED WITH HS CONCRETE BRIDGE CODE IS LEVELTED WITH HS CONCRETE BRIDGE CODE IS LEVELTED WITH HS CONCRETE BRIDGE CODE IS LEVELTED WITH HS CONCRETE BRIDGE CODE IS LEVELTED WITH HS CONCRETE BRIDGE CODE IS LEVELTED WITH HS CONCRETE BRIDGE CODE IS LEVELTED WITH HS CONCRETE BRIDGE CODE IS LEVELTED WITH HS CONCRETE BRIDGE CODE IS LEVELTED WITH HS CONCRETE BRIDGE CODE IS LEVELTED WITH HS CONCRETE BRIDGE CODE IS LEVELTED WITH HS CONCRETE BRIDGE CODE IS LEVELTED WITH HS CONCRETE BRIDGE CODE IS LEVELTED WITH HS CONCRETE BRIDGE CODE IS LEVELTED WITH HS CONCRETE BRIDGE CODE IS LEVELTED WITH HS CONCRETE BRIDGE CODE IS LEVELTED WITH HS CONCRETE BRIDGE CODE IS LEVELTED WITH HS CONCRETE BRIDGE CODE IS LEVELTED WITH HS CONCRETE BRIDGE CODE IS LEVELTED WITH HS CONCRETE BRIDGE CODE IS LEVELTED WITH HS CONCRETE BRIDGE CODE IS LEVELTED
[{"model_id": "zai-org/GLM-OCR", "model_name": "GLM-OCR", "column_name": "markdown", "timestamp": "2026-02-09T04:19:51.811254", "task": "table", "temperature": 0.01, "top_p": 1e-05, "repetition_penalty": 1.1, "max_tokens": 16384}]
013.png
<table><tr><td>TOILET 6.00x4.20</td><td>OPEN TERRACE</td></tr><tr><td>ROOM 3.60x4.20</td><td>OPEN TO SKY</td></tr><tr><td>ROOM 3.60x4.20</td><td></td></tr><tr><td>ROOM 3.60x4.20</td><td></td></tr><tr><td>ROOM 3.60x4.20</td><td></td></tr><tr><td>ROOM 3.60x4.20</td><td></td></tr><tr><td>ROOM 4.83x4.20</td><td></td></tr><tr><td>ROOM 3.60x4.20</td><td></td></tr><tr><td>ROOM 3.485x4.20</td><td></td></tr><tr><td>ROOM 3.485x4.20</td><td></td></tr><tr><td>ROOM 3.485x4.20</td><td></td></tr><tr><td>ROOM 4.83x4.20</td><td></td></tr></table>
[{"model_id": "zai-org/GLM-OCR", "model_name": "GLM-OCR", "column_name": "markdown", "timestamp": "2026-02-09T04:19:51.811254", "task": "table", "temperature": 0.01, "top_p": 1e-05, "repetition_penalty": 1.1, "max_tokens": 16384}]

Document OCR using GLM-OCR

This dataset contains OCR results from images in minhpvo/ocr-input using GLM-OCR, a compact 0.9B OCR model achieving SOTA performance.

Processing Details

  • Source Dataset: minhpvo/ocr-input
  • Model: zai-org/GLM-OCR
  • Task: table recognition
  • Number of Samples: 13
  • Processing Time: 2.3 min
  • Processing Date: 2026-02-09 04:19 UTC

Configuration

  • Image Column: image
  • Output Column: markdown
  • Dataset Split: train
  • Batch Size: 16
  • Max Model Length: 8,192 tokens
  • Max Output Tokens: 16,384
  • Temperature: 0.01
  • Top P: 1e-05
  • GPU Memory Utilization: 80.0%

Model Information

GLM-OCR is a compact, high-performance OCR model:

  • 0.9B parameters
  • 94.62% on OmniDocBench V1.5
  • CogViT visual encoder + GLM-0.5B language decoder
  • Multi-Token Prediction (MTP) loss for efficiency
  • Multilingual: zh, en, fr, es, ru, de, ja, ko
  • MIT licensed

Dataset Structure

The dataset contains all original columns plus:

  • markdown: The extracted text in markdown format
  • inference_info: JSON list tracking all OCR models applied to this dataset

Reproduction 

uv run https://huggingface.co/datasets/uv-scripts/ocr/raw/main/glm-ocr.py \
    minhpvo/ocr-input \
    <output-dataset> \
    --image-column image \
    --batch-size 16 \
    --task table

Generated with UV Scripts

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Number of rows:
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