Block Fence DWG Block for AutoCAD

Block Fence DWG Block for AutoCAD

This is a fence with CMU Block with Iron Sliding gates

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

correction sheet plans shall include ceiling joist framing fully detailed and have complete set of dimensions. table sheet roof framing and typical information pertaining to header beam adjacent to existing house. please show method of attachment of proposed carport to existing house. header beam exceeds span. plans shall include engineered structural designs by texas engineer. the plans shall be signed and dated. the design shall be for all structural ceiling roof framing and details. section of the sheet roof framing and typical provide complete dimensioned floor plans showing the existing and the addition. label use of each and each level existing and proposed.sheet floor plan provide reference of the exisisting building adjacent to the proposed carport to verify total scope of work. structural plans need to show size and dimensions of all framing members sheet roof framing and typical new new, foof and detail plan, scale:, floor plan, floor elevation plan, scale:, elevation plan, correction sheet plans shall include ceiling joist framing fully detailed and have complete set of dimensions. table sheet roof framing and typical information pertaining to header beam adjacent to existing house. please show method of attachment of proposed carport to existing house. header beam exceeds span. plans shall include engineered structural designs by texas engineer. the plans shall be signed and dated. the design shall be for all structural ceiling roof framing and details. section of the sheet roof framing and typical provide complete dimensioned floor plans showing the existing and the addition. label use of each and each level existing and proposed.sheet floor plan provide reference of the exisisting building adjacent to the proposed carport to verify total scope of work. structural plans need to show size and dimensions of all framing members sheet roof framing and typical new new, foof and detail plan, scale:, foundation plan, foundation details plan, concrete slab w.w.m. visqueen over termite treated smooth trowel typ., existing one story brick, existing frame garage, footer column with magna wall scratch and brown with fiber, horiz. bars with hoops typ, angular, cmu block column, stucco finish wall and columns, cmu block column, column section, wall section, stucco finish wall and columns, existing driveway, rebecca street, existing ditch, existing driveway, note: coat application of epoxy polyamide glass enamel and acrylic paint for corrosion and rust resistance. fasteners shall be corrosion resistant, cmu block with horizontal reinforcement, sliding iron gate per owner’s design, wall section gate, column cmu block, sliding iron gate, sliding iron gate, cmu block wall, cmu wall, outer face of wall on property line, tie beam continuous through column, tie beam horiz. rebar, footing pad, iron bars screwed welded to the columns, sliding iron gate manually operated, stucco finish wall and columns, horiz. bars deep min. and secure with simpson set high strength epoxy per mfg recommendations. bars to protrude min. typ as shown., footer, bar with of overlap typ, cmu block with horizont

Raw text data extracted from CAD file:

\A1; CORRECTION SHEET 1. PLANS SHALL INCLUDE A CEILING JOIST FRAMING LAYOUT, FULLY DETAILED AND HAVE A COMPLETE SET OF DIMENSIONS. TABLE 802.4 Sheet 1(D). ROOF FRAMING AND E). TYPICAL SECTION) 2.PROVIDE INFORMATION PERTAINING TO HEADER BEAM ADJACENT TO EXISTING HOUSE. PLEASE SHOW METHOD OF ATTACHMENT OF PROPOSED CARPORT TO EXISTING HOUSE. 2X6 HEADER BEAM EXCEEDS SPAN. PLANS SHALL INCLUDE ENGINEERED STRUCTURAL DESIGNS BY A TEXAS ENGINEER. THE PLANS SHALL BE SEALED, SIGNED AND DATED. THE DESIGN SHALL BE FOR ALL STRUCTURAL CEILING / ROOF FRAMING AND DETAILS. (REF. SECTION R301 OF THE 2000 IRC) Sheet 1(D). ROOF FRAMING AND E). TYPICAL SECTION) 3. PROVIDE COMPLETE DIMENSIONED FLOOR PLANS SHOWING THE EXISTING AND THE ADDITION. LABEL USE OF EACH ROOM, AND EACH LEVEL EXISTING AND PROPOSED.Sheet 1(B). FLOOR PLAN . 4. PROVIDE REFERENCE OF THE EXISISTING BUILDING ADJACENT TO THE PROPOSED CARPORT TO VERIFY TOTAL SCOPE OF WORK. . 5. STRUCTURAL PLANS NEED TO SHOW SIZE AND DIMENSIONS OF ALL FRAMING MEMBERS Sheet 1( D ROOF FRAMING AND E TYPICAL SECTION) \fTimes New Roman|b0|i0|c0|p16; \fTimes New Roman|b0|i0|c0|p16; SITE, FLOOR, FOUNDATION, FOOF AND DETAIL PLAN SCALE: 3/32" = 1'-0" B FLOOR PLAN \W9.02660; FLOOR & ELEVATION \W9.64747; PLAN \W9.00250; 2 SCALE: 3/16" = 1'-0" C ELEVATION PLAN \A1;8' \A1;8' \A1;8' \A1;12'-8" \A1;10'-1" \A1;12COL.@8FT.EQUAL \A1;8' \A1;8' \A1;8' \A1;8' \A1;8' \A1;8' \A1;8' \A1;8' \A1;8' \A1;8' \A1;8' \A1;6'-4" \A1;2'-4" \A1;36" \A1;6' \A1;6' \A1;36" \A1;2' \A1;2'-5" \A1;3' \A1;3' \A1;3' \A1;2' \A1;6'-4" \A1;2'-6" \A1;5'-10" \A1;2' \A1;6' \A1;3' \A1;1' \A1;2' \A1;1' \A1;1' \A1;6' \A1;6' \A1;2' \A1;2' \A1;2' \A1; CORRECTION SHEET 1. PLANS SHALL INCLUDE A CEILING JOIST FRAMING LAYOUT, FULLY DETAILED AND HAVE A COMPLETE SET OF DIMENSIONS. TABLE 802.4 Sheet 1(D). ROOF FRAMING AND E). TYPICAL SECTION) 2.PROVIDE INFORMATION PERTAINING TO HEADER BEAM ADJACENT TO EXISTING HOUSE. PLEASE SHOW METHOD OF ATTACHMENT OF PROPOSED CARPORT TO EXISTING HOUSE. 2X6 HEADER BEAM EXCEEDS SPAN. PLANS SHALL INCLUDE ENGINEERED STRUCTURAL DESIGNS BY A TEXAS ENGINEER. THE PLANS SHALL BE SEALED, SIGNED AND DATED. THE DESIGN SHALL BE FOR ALL STRUCTURAL CEILING / ROOF FRAMING AND DETAILS. (REF. SECTION R301 OF THE 2000 IRC) Sheet 1(D). ROOF FRAMING AND E). TYPICAL SECTION) 3. PROVIDE COMPLETE DIMENSIONED FLOOR PLANS SHOWING THE EXISTING AND THE ADDITION. LABEL USE OF EACH ROOM, AND EACH LEVEL EXISTING AND PROPOSED.Sheet 1(B). FLOOR PLAN . 4. PROVIDE REFERENCE OF THE EXISISTING BUILDING ADJACENT TO THE PROPOSED CARPORT TO VERIFY TOTAL SCOPE OF WORK. . 5. STRUCTURAL PLANS NEED TO SHOW SIZE AND DIMENSIONS OF ALL FRAMING MEMBERS Sheet 1( D ROOF FRAMING AND E TYPICAL SECTION) \fTimes New Roman|b0|i0|c0|p16; \fTimes New Roman|b0|i0|c0|p16; SITE, FLOOR, FOUNDATION, FOOF AND DETAIL PLAN SCALE: 1/8" = 1'-0" D FOUNDATION PLAN \W8.57612; FOUNDATION & DETAILS \W9.64747; PLAN \W9.00107; 3 \A1;6'-4" \A1;6' \A1;2' \A1;6' \A1;2' \A1;6' \A1;113'-7" \A1;32'-2" \A1;4'-3" \A1;12'-8" \A1;8'-10" \A1;2' \A1;6' \A1;2' \A1;6' \A1;10'-8" \A1;2' \A1;16'-11" \A1;2' \A1;3' \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; 4" CONCRETE SLAB W/ 6X6 #10/10 W.W.M. & VISQUEEN OVER CLEAN, COMPACTED, TERMITE TREATED FILL, SMOOTH TROWEL FINISH, TYP. 24.6' 81.8' 27.5' 24.8' 4.8' 30.9' 23.8' 5.0' 3.4' 22.3' 30.3' 9.5' 146.05' N 88°45'0" E 129.75' S 88°45'00" W 47.65' S 2°45'0" W 44.08' S 2°11'45" W 142.0' N 2°30'0" E 51.20' S 1°45'00" W' 14.46' N 88°1'36" W \W5.21429; EXISTING \W4.07143; ONE STORY \W6.21429; BRICK \W2.83333; EXISTING \W3.61905; FRAME \W3.21429; GARAGE 5 5 5 5 5 12COL.@8FT.EQUAL 5 5 5 5 5 5 5 5 5 5 5 5 5 36" X 36" FOOTER @ COLUMN WITH MAGNA WALL SCRATCH AND BROWN WITH FIBER 36" 5 4 HORIZ. #5 BARS WITH #3 HOOPS @ 9" O/C TYP Angular 2" X 2" 5 36" 5 5 5 5 5 24" X 24" CMU BLOCK COLUMN STUCCO FINISH WALL AND COLUMNS 24" X 24" CMU BLOCK COLUMN COLUMN SECTION WALL SECTION A A STUCCO FINISH WALL AND COLUMNS EXISTING DRIVEWAY EXISTING DRIVEWAY EXISTING DRIVEWAY 112 REBECCA STREET EXISTING DITCH EXISTING DITCH EXISTING DRIVEWAY EXISTING DRIVEWAY EXISTING DRIVEWAY NOTE: -ONE COAT APPLICATION OF EPOXY POLYAMIDE GLASS ENAMEL AND ACRYLIC PAINT FOR CORROSION AND RUST RESISTANCE. -ALL FASTENERS SHALL BE CORROSION RESISTANT CMU BLOCK WITH HORIZONTAL REINFORCEMENT SLIDING IRON GATE PER OWNER'S DESIGN 5 A A A WALL SECTION @ GATE A A A A A A A A 24" X 24" COLUMN CMU BLOCK SLIDING IRON GATE 129.75' S 88°45'00" W SLIDING IRON GATE CMU BLOCK WALL 5 5 8" CMU WALL 5 OUTER FACE OF WALL ON PROPERTY LINE TIE BEAM CONTINUOUS THROUGH COLUMN 8" X 12" TIE BEAM W/ 2 HORIZ. #5 REBAR 5 5 24" X 24" FOOTING PAD IRON BARS SCREWED & WELDED TO THE COLUMNS SLIDING IRON GATE MANUALLY OPERATED 5 5 5 STUCCO FINISH WALL AND COLUMNS 5 4 #5 HORIZ. BARS TO16" DEEP MIN. AND SECURE WITH SIMPSON SET HIGH STRENGTH EPOXY PER MFG RECOMMENDATIONS. BARS TO PROTRUDE 20" MIN. TYP AS SHOWN. 5 12" X 24" FOOTER 1 #5 "L" BAR WITH 24" OF OVERLAP TYP CMU BLOCK WITH HORIZONTAL REINFORCEMENT TIE BEAM CONTINUOUS THROUGH COLUMN TIE BEAM CONTINUOUS THROUGH COLUMN ABUTMENT SECTION A A A 5 5 5 5 5 A A A 24" X 24" CMU BLOCK COLUMN 24" X 24" CMU BLOCK COLUMN STUCCO FINISH WALL AND COLUMNS NOTE: -ONE COAT APPLICATION OF EPOXY POLYAMIDE GLASS ENAMEL AND ACRYLIC PAINT FOR CORROSION AND RUST RESISTANCE. -ALL FASTENERS SHALL BE CORROSION RESISTANT 5 A A 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" 36" X 36" FOOTER @ COLUMN WITH MAGNA WALL SCRATCH AND BROWN WITH FIBER 5 5 12" X 24" FOOTER @ CMU WALL WITH MAGNA WALL SCRATCH AND BROWN WITH FIBER \A1; CORRECTION SHEET 1. PLANS SHALL INCLUDE A CEILING JOIST FRAMING LAYOUT, FULLY DETAILED AND HAVE A COMPLETE SET OF DIMENSIONS. TABLE 802.4 Sheet 1(D). ROOF FRAMING AND E). TYPICAL SECTION) 2.PROVIDE INFORMATION PERTAINING TO HEADER BEAM ADJACENT TO EXISTING HOUSE. PLEASE SHOW METHOD OF ATTACHMENT OF PROPOSED CARPORT TO EXISTING HOUSE. 2X6 HEADER BEAM EXCEEDS SPAN. PLANS SHALL INCLUDE ENGINEERED STRUCTURAL DESIGNS BY A TEXAS ENGINEER. THE PLANS SHALL BE SEALED, SIGNED AND DATED. THE DESIGN SHALL BE FOR ALL STRUCTURAL CEILING / ROOF FRAMING AND DETAILS. (REF. SECTION R301 OF THE 2000 IRC) Sheet 1(D). ROOF FRAMING AND E). TYPICAL SECTION) 3. PROVIDE COMPLETE DIMENSIONED FLOOR PLANS SHOWING THE EXISTING AND THE ADDITION. LABEL USE OF EACH ROOM, AND EACH LEVEL EXISTING AND PROPOSED.Sheet 1(B). FLOOR PLAN . 4. PROVIDE REFERENCE OF THE EXISISTING BUILDING ADJACENT TO THE PROPOSED CARPORT TO VERIFY TOTAL SCOPE OF WORK. . 5. STRUCTURAL PLANS NEED TO SHOW SIZE AND DIMENSIONS OF ALL FRAMING MEMBERS Sheet 1( D ROOF FRAMING AND E TYPICAL SECTION) \fTimes New Roman|b0|i0|c0|p16; \fTimes New Roman|b0|i0|c0|p16; SITE, FLOOR, FOUNDATION, FOOF AND DETAIL PLAN SCALE: 1/16" = 1'-0" A SITE PLAN PROPERTY DESCRIPTION OWNER NAME & VIGILIA RAFAFEL JR ET UX MAILING ADDRESS 1112 REBECCA ST HOUSTON TX 77022-3123 PARCEL NUMBER 0660070030001 LEGAL DESCRIPTION TRS 1 & 2 BLK 3 EAST MONTGOMERY ACRES STATE CLASS CODE A-1 REAL, RESIDENTIAL, SINGLE HOMES LAND USE CODE 1001 RESIDENTIAL IMPROVED LOT SIZE 19,826 SF BASE AREA PRI 2,081 SF MAS/BRK GARAGE PRI 572 SF FRAME UTIL BLDG PRI 144 SF OPEN FRAME PORCH PRI 30 SF \W9.08513; SITE PLAN \W9.02498; 1

Language	English
Drawing Type	Block
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Concrete, Glass
Measurement Units
Footprint Area
Building Features	Garage
Tags	autocad, betonsteine, block, concrete block, DWG, fence, gates, iron, sliding, walls