image imagewidth (px) 2.55k 14k | filename stringlengths 7 7 | markdown stringlengths 115 5.69k | inference_info stringclasses 1
value |
|---|---|---|---|
001.jpg | These drawings are intended to provide an example for individuals preparing drawings for permit submittal. While every construction project is unique, the basic information a city needs in order to determine whether or not a project complies with codes and ordinances does not change. The following basic information sho... | [{"model_id": "zai-org/GLM-OCR", "model_name": "GLM-OCR", "column_name": "markdown", "timestamp": "2026-02-09T04:12:23.732883", "task": "ocr", "temperature": 0.01, "top_p": 1e-05, "repetition_penalty": 1.1, "max_tokens": 16384}] | |
002.jpg | FOUNDATION & LOWER FLOOR FRAMING PLAN
(SCALE: 1/4" = 1'-0" OR 1/8" = 1'-0" PREFERRED)
SLAB ON GRADE
NOTE REINFORCING
SIZE, SPACING, &
EMBEDMENT OF
ANCHOR BOLTS TYP.
MAX SHEET SIZE: 24" X 36" | [{"model_id": "zai-org/GLM-OCR", "model_name": "GLM-OCR", "column_name": "markdown", "timestamp": "2026-02-09T04:12:23.732883", "task": "ocr", "temperature": 0.01, "top_p": 1e-05, "repetition_penalty": 1.1, "max_tokens": 16384}] | |
003.jpg | SEAL:
Sample House
Street Address
City, ST Zip
DATE: Month Day, Year
SHEET TITLE:
FLOOR PLANS
SHEET NUMBER:
A3
(MAX SHEET SIZE: 24" X 36") | [{"model_id": "zai-org/GLM-OCR", "model_name": "GLM-OCR", "column_name": "markdown", "timestamp": "2026-02-09T04:12:23.732883", "task": "ocr", "temperature": 0.01, "top_p": 1e-05, "repetition_penalty": 1.1, "max_tokens": 16384}] | |
004.jpg | LOWER ROOF & UPPER FLOOR FRAMING PLAN
(SCALE: 1/4" = 1'-0" OR 1/8" = 1'-0" PREFERRED)
(MAX SHEET SIZE: 24" X 36") | [{"model_id": "zai-org/GLM-OCR", "model_name": "GLM-OCR", "column_name": "markdown", "timestamp": "2026-02-09T04:12:23.732883", "task": "ocr", "temperature": 0.01, "top_p": 1e-05, "repetition_penalty": 1.1, "max_tokens": 16384}] | |
005.jpg | SEAL:
Sample House
Street Address
City, ST Zip
DATE: Month Day, Year
SHEET TITLE:
ELEVATIONS
SHEET NUMBER:
A5
$\textcircled{1}$ SOUTH ELEVATION
(SCALE: 1/4" = 1'-0" OR 1/8" = 1'-0" PREFERRED)
$\textcircled{2}$ EAST ELEVATION
(SCALE: 1/4" = 1'-0" OR 1/8" = 1'-0" PREFERRED)
$\textcircled{3}$ NORTH ELEVATION
(MAX S... | [{"model_id": "zai-org/GLM-OCR", "model_name": "GLM-OCR", "column_name": "markdown", "timestamp": "2026-02-09T04:12:23.732883", "task": "ocr", "temperature": 0.01, "top_p": 1e-05, "repetition_penalty": 1.1, "max_tokens": 16384}] | |
006.jpg | GLAZING AREA % OF FLOOR
VERTICAL OVERHEAD
DOOR U-FACTOR
CEILING VAULTED CEILING WALL ABOVE GRADE WALL INTERIOR BELOW GRADE WALL EXTERIOR BELOW GRADE FLOOR SLAB ON GRADE
## % ## ## R-### R-### R-### N/A N/A R-### R-###
ROOF FINISH ROOF CONSTRUCTION TYPE ROOF PITCH
INSULATION R VALUE & THICKNESS
VAPOR BARRIER
EXISTING ... | [{"model_id": "zai-org/GLM-OCR", "model_name": "GLM-OCR", "column_name": "markdown", "timestamp": "2026-02-09T04:12:23.732883", "task": "ocr", "temperature": 0.01, "top_p": 1e-05, "repetition_penalty": 1.1, "max_tokens": 16384}] | |
007.jpg | 1. SLAB ON GRADE
2. FOUNDATION DETAIL
3. GARAGE SLAB/WALL (ALTERNATE)
4. FLOOR-WALL CONNECTION
5. ROOF-WALL CONNECTION
6. POST-BASE CONNECTION
7. STAIR DETAIL
8. POST-BEAM CONNECTION
9. FACTORY-BUILT FIREPLACE
10. ROOF TRUSS-WALL CONNECTION
11. 16" MINIMUM LATERAL RESTRAINT PANEL
12. 24" MINIMUM LATERAL RESTRAINT PANEL... | [{"model_id": "zai-org/GLM-OCR", "model_name": "GLM-OCR", "column_name": "markdown", "timestamp": "2026-02-09T04:12:23.732883", "task": "ocr", "temperature": 0.01, "top_p": 1e-05, "repetition_penalty": 1.1, "max_tokens": 16384}] | |
008.jpg | These drawings are intended to provide an example for individuals preparing drawings for permit submittal. While every construction project is unique, the basic information a city needs in order to determine whether or not a project complies with codes and ordinances does not change. The following basic information sho... | [{"model_id": "zai-org/GLM-OCR", "model_name": "GLM-OCR", "column_name": "markdown", "timestamp": "2026-02-09T04:12:23.732883", "task": "ocr", "temperature": 0.01, "top_p": 1e-05, "repetition_penalty": 1.1, "max_tokens": 16384}] | |
009.png | REFERENCES:
1. FOR DETAILS OF PSC SLAB REFER DRG No. RD50/B-10277 (POST TENSIONED).
2. FOR DETAILS OF WEEP HOLE AND BACK FILING REFER DRG No. GM/WIS/CB/R/RC/SCD/TD/156/2020.
3. DETAILS OF ARRANGEMENT FOR FOOTPATH FOR h' type REFER DRG No.: CAO/C/CR/T/RC/SCD/TD/98 (COMP).
4. WORKING LANE / SECTION REFER DRAWING No.: CA... | [{"model_id": "zai-org/GLM-OCR", "model_name": "GLM-OCR", "column_name": "markdown", "timestamp": "2026-02-09T04:12:23.732883", "task": "ocr", "temperature": 0.01, "top_p": 1e-05, "repetition_penalty": 1.1, "max_tokens": 16384}] | |
010.png | NOTES:
1. ALL DIMENSIONS ARE SHOWN IN MILLimetres UNLESS OTHERWISE SPECIFIED & LEVELS ARE SHOWN IN METRES AND THE DRAWING SHALL NOT BE SCALLED.
2. PROPOSED WORKS ARE SHOWN IN RED, EXISTING WORKS ARE SHOWN IN BLACK AND DIAMANTING WORKS ARE SHOWN IN YELLOW.
3. BACK FILM MATERIAL SHALL BE AS PER CLAUSE 7.5 OF IRS BRIDGE S... | [{"model_id": "zai-org/GLM-OCR", "model_name": "GLM-OCR", "column_name": "markdown", "timestamp": "2026-02-09T04:12:23.732883", "task": "ocr", "temperature": 0.01, "top_p": 1e-05, "repetition_penalty": 1.1, "max_tokens": 16384}] | |
011.png | WEEP HOLES 100 Ø AT 1000 C/C
BED LEVEL 295.143
1 IN 8
3942
4092
1:1
1500
3300
1200
600
150TH. LEVELLING COURSE
600
1200
680
450
1360
600
4890
297.143
WEEP HOLES 100 Ø AT 1000 C/C
BED LEVEL 295.143
1:1
1500
3300
1200
600
150TH. LEVELLING
4110
C/S OF WING WALL
@ MIN. HEIGHT
OF WING WALL @ MAX. HEIGHT
ING CAP... | [{"model_id": "zai-org/GLM-OCR", "model_name": "GLM-OCR", "column_name": "markdown", "timestamp": "2026-02-09T04:12:23.732883", "task": "ocr", "temperature": 0.01, "top_p": 1e-05, "repetition_penalty": 1.1, "max_tokens": 16384}] | |
012.png | SPECIFICATIONS:
EMPIRE CONDITION: MODERATE AS PER INCIDE WITH LATEST AAC SUPP.
CASE OF CONNECTION FOR VOLVULATION CASE BE IN ACCORDANCE WITH HS CONNECTED BRIDGE CODE 2014 WHERE HS CONNECTED BRIDGE CODE IS MENTIONED.
ALL WORK ARE CARRIED OUT AS PER THE FOLLOWING:
1. ALL WORK ARE CARRIED OUT AS PER THE FOLLOWING:
2. ALL... | [{"model_id": "zai-org/GLM-OCR", "model_name": "GLM-OCR", "column_name": "markdown", "timestamp": "2026-02-09T04:12:23.732883", "task": "ocr", "temperature": 0.01, "top_p": 1e-05, "repetition_penalty": 1.1, "max_tokens": 16384}] | |
013.png | FIRST FLOOR PLAN
OPEN TERRACE
OPEN TO SKY
1.50M WIDE CORRIDOR
ROOM 4.83x4.20
ROOM 3.60x4.20
ROOM 3.60x4.20
ROOM 3.60x4.20
ROOM 3.60x4.20
ROOM 3.60x4.20
ROOM 3.60x4.20
ROOM 3.60x4.20
ROOM 4.83x4.20 | [{"model_id": "zai-org/GLM-OCR", "model_name": "GLM-OCR", "column_name": "markdown", "timestamp": "2026-02-09T04:12:23.732883", "task": "ocr", "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: text recognition
- Number of Samples: 13
- Processing Time: 2.2 min
- Processing Date: 2026-02-09 04:12 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 formatinference_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 ocr
Generated with UV Scripts
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