Design Manual: Construction Drawings
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Design Manual: Construction DrawingsSTRAIGHT FACE WITH SIMPLE 2' RETURNSDRAWN BYDATETITLE:DAN BALLING 12/12/201316500 SOUTH 500 WESTBLUFFDALE, UTAH 84065PHONE: (801) 571-20285.17DWG NO.SCALE: 1: 402' RETURNWD-4SHEET 1 OF 1Verti-Crete, LLC 2014 , All Rights Reserved - Ver 1.0
OUTSIDE CORNER WITH MASS EXTENDERS DETAILCONFLICTINGPOINT60" MASSEXTENDER BLOCKConstructionDrawings48" MASS EXTENDER BLOCKADJACENT TO 2' SIDEOF CORNER BLOCKONE SHORTENED NUBADJACENT TO THE 2'SIDE ON EVERYCORNER BLOCKROW 1ROW 2DRAWN BYDATEDAN BALLING 12/12/201316500 SOUTH 500 WESTBLUFFDALE, UTAH 84065PHONE: (801) 571-2028Verti-Crete, LLC 2014 , All Rights Reserved - Ver 1.0TITLE:OUTSIDE CORNER w/ MEDWG NO.SCALE: 1: 40WD-5SHEET 1 OF 15.18
Design Manual: Construction DrawingsOUTSIDE CURVE DETAIL116 "NOTE:TOP ROW MINIMUM RADIUS IS 16'.SETBACK IS 1 5/16" AND EACH ROWWILL INCREASE THE RADIUS BY 1 5/16"MORE THAN THE ROW ABOVE IT.R16'-0"516 "TOP ROW18"5R16'-1 16 "5R16'-2 8 "ROW 2DRAWN BYROW 3DATETITLE:DAN BALLING 12/12/201316500 SOUTH 500 WESTBLUFFDALE, UTAH 84065PHONE: (801) 571-20285.19DWG NO.SCALE: 1: 40OUTSIDE CURVEWD-6SHEET 1 OF 1Verti-Crete, LLC 2014 , All Rights Reserved - Ver 1.0
STRAIGHT FACE WITH SIMPLE 4' RETURNSCORNER BLOCKS BACK TO BACKLEVEL 1ConstructionDrawings6-1/2" NUB BLOCKOUT NEEDEDLEVEL 2HALF TOP BLOCK REQUIRESBLOCKOUT ON BLOCK BELOWLEVEL 3DRAWN BYDATETITLE:DAN BALLING 12/12/201316500 SOUTH 500 WESTBLUFFDALE, UTAH 84065PHONE: (801) 571-2028Verti-Crete, LLC 2014 , All Rights Reserved - Ver 1.0DWG NO.SCALE: 1: 44' RETURNWD-07SHEET 1 OF 15.20
Design Manual: Construction Drawings2' STEP DOWN WITH TOP CORNER GAP INSERTSTOP CORNERGAP INSERTSTOP CORNER GAP INSERTDRAWN BYDATETITLE:DAN BALLING 12/12/201316500 SOUTH 500 WESTBLUFFDALE, UTAH 84065PHONE: (801) 571-20285.21DWG NO.SCALE: 1: 402' STEP DOWNWD-8SHEET 1 OF 1Verti-Crete, LLC 2014 , All Rights Reserved - Ver 1.0
6' STEP DOWN WITH TOP STANDARD GAP INSERTTOP STANDARDGAP INSERTConstructionDrawingsTOP STANDARD GAP INSERTDRAWN BYDATETITLE:DAN BALLING 12/12/201316500 SOUTH 500 WESTBLUFFDALE, UTAH 84065PHONE: (801) 571-2028Verti-Crete, LLC 2014 , All Rights Reserved - Ver 1.0DWG NO.SCALE: 1: 406' STEP DOWNWD-9SHEET 1 OF 15.22
Design Manual: Construction Drawings6' STEP DOWN WITH HALF-STEP BLOCKAND TOP CORNER GAP INSERTTOP CORNER GAP INSERTHALF-STEP CORNERTOP BLOCKTOP CORNERGAP INSERTDRAWN BYDATEDAN BALLING 12/12/201316500 SOUTH 500 WESTBLUFFDALE, UTAH 84065PHONE: (801) 571-20285.23TITLE:6' STEP W/ HALF STEP BLOCKDWG NO.SCALE: 1: 40WD-10SHEET 1 OF 1Verti-Crete, LLC 2014 , All Rights Reserved - Ver 1.0
10' STEP DOWN WITH HALF-STEP BLOCKAND TOP STANDARD GAP INSERTTOP STANDARD GAP INSERTConstructionDrawingsTOP STANDARDGAP INSERTHALF-STEP CORNERTOP BLOCKDRAWN BYDATEDAN BALLING 12/12/201316500 SOUTH 500 WESTBLUFFDALE, UTAH 84065PHONE: (801) 571-2028Verti-Crete, LLC 2014 , All Rights Reserved - Ver 1.0TITLE:10' STEP W/ HALF STEP BLOCKDWG NO.SCALE: 1: 40WD-11SHEET 1 OF 15.24
Design Manual: Construction DrawingsINSIDE CURVE DETAILNOTE:BOTTOM ROW MINIMUM RADIUS IS 16'.SETBACK IS 2 3/4" AND EACH ROWWILL INCREASE THE RADIUS BY 2 3/4"MORE THAN THE ROW BELOW IT.1R16'-5 2 "ROW 33R16'-2 4 "R16'-0"ROW 2ROW 1DRAWN BYDATETITLE:DAN BALLING 12/12/201316500 SOUTH 500 WESTBLUFFDALE, UTAH 84065PHONE: (801) 571-20285.25DWG NO.SCALE: 1: 40INSIDE CURVEWD-12SHEET 1 OF 1Verti-Crete, LLC 2014 , All Rights Reserved - Ver 1.0
ConstructionDrawingsSOILLEVELING PADDRAWN BYDATETITLE:DAN BALLING 12/12/201316500 SOUTH 500 WESTBLUFFDALE, UTAH 84065PHONE: (801) 571-2028Verti-Crete, LLC 2014 , All Rights Reserved - Ver 1.0PLANTER ROW WALLDWG NO.SCALE: 1: 4PR-01SHEET 1 OF 15.26
Design Manual: Construction DrawingsINSIDE CURVE DETAILNOTE:BOTTOM ROW MINIMUM RADIUS IS 16'.SETBACK IS 2 3/4" AND EACH ROWWILL INCREASE THE RADIUS BY 2 3/4"MORE THAN THE ROW BELOW IT.1R16'-5 2 "ROW 33R16'-2 4 "R16'-0"ROW 2ROW 1DRAWN BYDATETITLE:DAN BALLING 12/12/201316500 SOUTH 500 WESTBLUFFDALE, UTAH 84065PHONE: (801) 571-20285.27DWG NO.SCALE: 1: 40INSIDE CURVEWD-12SHEET 1 OF 1Verti-Crete, LLC 2014 , All Rights Reserved - Ver 1.0
ConstructionDrawingsSOILLEVELING PADDRAWN BYDATETITLE:DAN BALLING 12/12/201316500 SOUTH 500 WESTBLUFFDALE, UTAH 84065PHONE: (801) 571-2028Verti-Crete, LLC 2014 , All Rights Reserved - Ver 1.0PLANTER ROW WALLDWG NO.SCALE: 1: 4PR-01SHEET 1 OF 15.28
Design Manual: Construction DrawingsGRAVELLEVELING PADCOMPACTED GRAVELSOILPERFORATEDDRAIN PIPEDRAIN PIPE IS PLACED INSIDE GAP AT THE BOTTOM OF THE BLOCKAND ON TOP OF THE LEVLING PAD THEN COVERED WITH GRAVEL.DRAWN BYDATEDAN BALLING 12/18/201316500 SOUTH 500 WESTBLUFFDALE, UTAH 84065PHONE: (801) 571-20285.29TITLE:DRAIN PLACEMENT-OPTION #1DWG NO.SCALE: 1: 20WD-16SHEET 1 OF 1Verti-Crete, LLC 2014 , All Rights Reserved - Ver 1.0
GRAVELSOILConstructionDrawingsLEVELING PADCOMPACTED GRAVELPERFORATEDDRAIN PIPEDRAIN PIPE IS PLACED INSIDETHE COMPACTED GRAVELOF THE LEVELING PADDRAWN BYDATEDAN BALLING 12/12/201316500 SOUTH 500 WESTBLUFFDALE, UTAH 84065PHONE: (801) 571-2028Verti-Crete, LLC 2014 , All Rights Reserved - Ver 1.0TITLE:DRAIN PLACEMENT-OPTION #2DWG NO.SCALE: 1: 20WD-17SHEET 1 OF 15.30
Design Manual: Construction DrawingsGRAVELSOILLEVELING PADCOMPACTED GRAVELPERFORATEDDRAIN PIPEDRAIN PIPE IS PLACED BEHIND THE BLOCK AND ON TOP OF THE LEVENING PAD.THIS OPTION REQUIRES 1' OF LOOSE GRAVEL BEHIND THE WALL.IF DRAINAGE IS A MAJOR CONCERN FOR AN APLICATION THIS OPTIONMAY BE USED ALONG WITH OPTION 1 OR 2DRAWN BYDATEDAN BALLING 12/18/201316500 SOUTH 500 WESTBLUFFDALE, UTAH 84065PHONE: (801) 571-20285.31TITLE:DRAIN PLACEMENT-OPTION #3DWG NO.SCALE: 1: 20WD-18SHEET 1 OF 1Verti-Crete, LLC 2014 , All Rights Reserved - Ver 1.0
Verti-Block Units
sheet piling top of proposed bottom of 24' long pile proposed steel reference line bottom of tremie and steel sheet piling cut -off proposed treme top of proposed (6 block course) proposed 4" proposed 4" of topsoil 1" x 2' long dowel proposed 4" underdrain design manual: construction drawings
12.2 ENGINEERING DRAWINGS Successful bridge fabrication and construction depend on the accuracy and completeness of the engineering drawings. Two types of drawings are normally used: design drawings and shop drawings. Design drawings show the structure configuration and provide information necessary for field assembly.
Design drawings for construction contain all the information necessary for the construction contractor to bid on and build a particular project. Typically, the preparation of design drawings provides a detailed record of the design and structural requirements of the works. A contract or tender document often references design drawings.
Planar Drawings A planar drawing is a drawing in which edges do not intersect each other in the drawing (for example, the drawings (a), (b), and (c) in Figure 5.1 are planar drawings, and the drawing (d) is a non-planar drawing). Planar drawings are normally easier to understand than non-planar drawings, i.e., drawings with edge-crossings .
APEGBC l V2.0 January, 2015 Shop Drawings 5 Fabrication or detail drawings: Because fabrication or detail drawings normally do not contain design information, the registered professional of record should not require that they be sealed.In the event, however, that fabrication or detail drawings do contain design information, they must be sealed by the fabricators’, suppliers’ or equipment
Exhibit 28-E Shop Drawing Flow Diagram for Design-Build Projects . 28-33 Shop and Erection Drawings 28-ii . Topic #625-000-007 January 1, 2013 Plans Preparation Manual, Volume 1 - English Revised - January 1, 2015 . Chapter 28 . Shop and Erection Drawings . 28.1 Introduction Shop Drawings include all drawings, diagrams, illustrations .
Drawings are Engineering’s INTERNATIONAL LANGUAGE engineers all over the world can understand them. TYPES of DRAWINGS Process Flow Diagrams: What a Process Does Piping & Instrument Diagrams: How it works Layout Drawings: How it looks Mechanical Drawings: How to build it Construction Drawings: dwg1. Uses of P&IDs Develop Operational methodology Develop Safety .
CAD DRAWINGS RESIDENTIAL DRAWINGS 5–149 www.logixicf.com. Build Anything. Better. Te tables and drawings represented erein are believed to be accrate and conforming to crrent design and constrction practices.
These standards apply to all drawings produced for UTS by any consultant, builder and/or contractor. The standards apply to all design drawings, working drawings, contract drawings and "as built" drawings. The UTS nominated CAD software is AutoCAD 2018 with AutoCAD 2018 formatted files. 1.3 UNIVERSITY CAD MODEL
