DOCSLIB.ORG

Fuselage Construction

Total Page：16

File Type：pdf, Size：1020Kb

Download full-text PDF Read full-text
Fuselage Construction Riley Model B - Series 11 - Fuselage Construction December 22, 2016 Fuselage construction (ready to paint) will require about 80 hours. Note: Some of the pictures are from earlier editions. The text has been updated and is accurate for Series 11 construction. Order of Fuselage Construction 1. Apply paper template to flat building surface and set jig blocks in place. 2. Prepare all fuselage formers. 3. Glue all forward stringers to rear stringers (sticks) at scarf joints. 4. Depending of which engine is to be used, set F2 in position with (4) designated forward stringers. 5. Install pull-pull cable tubing. 6. Mount and glue all remaining stringers, including short pieces F15-F16. 7. Cut off “legs” from all lite ply formers (F6-F14). Leave all other legs in place. 8. Apply balsa planking, shape and sand. 9. Apply 4oz fiberglass cloth and epoxy resin to planking. Paint epoxy inside of engine bay. 10. Apply basswood, mahogany, or other veneer. 11. Cut and trim cockpit opening, rear scallops, bottom of engine bay, and holes for Camloc mounts. 12. Apply cap strips to rear stringers. Install balsa fill pieces at tail wheel mount. Assemble tail wheel forks. 13. Form pull-pull cable tubing exits. 14. Dress veneer seams (if needed). Sand entire fuselage to prepare for varnish and covering. Glue gas cap mount in place. 15. Varnish veneer and instrument panel. 16. Complete and sheet stub wings. 17. Cover the fuselage, stub wings, fin and stabilizer. And while you’re at it, you might as well cover the wings, each elevator and the rudder through one coat of nitrate dope (but not painted yet). 18. Install headrest. 19. Mount stabilizer and fin to fuselage. 20. Form wing fillet and tail fillets. 21. Prepare to paint. 22. Paint. 23. Install fuel and smoke tanks. General plumbing. 24. Install all radio control electrical. Install pull-pull cables. 25. Cockpit combing. Windshield. Gas cap. 26. Hinge ailerons, elevators and rudder. 27. Install flying wires 28. Motor install. 29. CG check. 2 In order for the fuselage to be straight and true, it must be built upon a flat surface. A plain door panel works well. If in doubt, check for twist with a level. If the reading is the same on both ends, obviously, you have a flat building board. There are two ways to mount the paper template to the building surface. If you have an extra set of hands you can probably lay down the template in one piece. If not, draw a straight-line on-center on the building board. Cut the template into smaller sections. Apply each section in alignment with the datum/reference line. Apply 3M#77 adhesive to the paper not the building board. Glue 3/4” x 3/4” x 1-1/2” jig blocks to paper template. Use Titebond glue; CA glue will work, but it will likely soak through the paper and stick to the building surface and be very difficult to remove. Make sure jig blocks are drilled according to the instructions on the template! 3 Mounting the Formers to the Jigs There are various ways to mount the formers to the template jigs. Screws or clamps all work well. The important thing is to align each former laterally on-center as shown on the template. The holes in the formers are designed to allow some adjustment. The holes in the jig blocks are drilled so that a #6 sheet metal screw goes in easily. Any #6 screw and washer combination should be fine. Keep in mind that the jig blocks are glued to paper and the paper is attached only with adhesive spray to the building surface. Make the screws snug, but there is no need to over tighten. The jig blocks have plenty of strength to keep the formers in alignment while the stringers are added, but they can become detached from the paper template with rough treatment. Be gentle. The larger formers, if not careful, can easily tip over before they are secure. The “legs” on each former are strong enough to do their job –they will be cut away later –but they can break if you are not careful. 4 When in doubt, dry fit all joints. We are working with wood. Wood can swell in humidity. The wood itself (stringers, for example) may not have been precisely sanded to the specified thickness. A basswood stringer only a few thousands oversize, can make for tight fitting joints. Any number of factors can affect fit. Use a small flat file to open up former notches, if needed. Check everything and don’t glue until you know it is right. One more thing: Although the stub wing ribs SW3 are not glued in place until much later in the framing process, it is good practice to make sure they fit nicely to the spars of F3, F4 and F5 early on. Check the fit of the tenons at the ends of the spars of each former with the mortises (slots) in each SW3 rib and make any necessary adjustments. Do this before mounting the formers to the jigs. Important: The labels on all fuselage formers face toward the front of the model. Unless otherwise noted, right and left are determined as if you were sitting in the cockpit facing the nose. Prepare Fuselage Formers – F1 Press two 4-40 T-nuts into the 9/64" holes through the backside of F1. (The T-nut flange faces the tail.) These T-nuts, along with 4-40 socket head screws and washers, will be used later to mount the optional Power Box Smoke Pump. 5 Prepare Fuselage Formers – F2 Press four 10-32 T-nuts into the 1/4" holes through the backside of F2. (The T-nut flange faces the tail.) Make sure they are fully seated. To create the motor mount studs, insert four 10-32 x 1-1/4” screws from the rear. Add a drop of thin CA to the last 1/4” from the head. Immediately tighten the screw all the way. The CA glue will seize very quickly and permanently lock the screws in place. 6 Prepare Fuselage Formers – F3 and F4 Position and glue F3A (right and left sides at stub wing spar) to the front of F3. Glue F4A to the rear of F4. Formers F3 and F4 are glued together to make one module out of the two formers, the wing tube socket center mount, and the landing wire mounts (hard points). Dry fit first. When all parts fit together nicely, glue and mount F3-F4 to the jig blocks. 7 8 Prepare Fuselage Formers – F5 Position and glue (4) F5A to the front and rear of F5. 9 Prepare Fuselage Formers – F6 and F7 Dry fit first. Assemble the battery box that is located between F6 and F7. Insert box between the formers. Install the servo tray. When all parts fit properly and are square, use thin CA to glue all joints. 10 11 Glue receiver tray in place. Make CERTAIN that the narrow spaced threaded holes orient toward F7. Also glue the pilot tray mounts to F6-F7. Make sure that the mounts are fully seated. When finished, mount to template jigs. Fuselage Formers F8-F14 Formers F8 through F14 do not require any preparation. Just make sure that the part labels face forward. Prepare Fuselage Formers F15-F16 Insert a 6-32 T-Nut through the top side of the tail wheel mount. Glue stabilizer spar pocket to the tail side of F15. Titebond recommended. Use #2 servo screws to insure correct alignment and provide clamping pressure while the glue sets. These may be removed later. 12 Insert and glue tail wheel mount into F15 and F16. Mount the assembly onto the template jigs. 13 14 15 Notice in the previous picture that F2 is not shown. The stub wing ribs SW3 are in position to make sure that they fit nicely to the spars, but they should NOT be glued at this time. Mounting F2 The Series 11 has 1.5° right thrust and 1.5° down thrust angles built into the airframe. These angles are governed by the position of F2, which in turn is governed by four special cut basswood aligning stringers. However, some hand finishing may be required for the stringers to fit well into the notches of F2. How much is a factor of how close the stringers are to exactly 1/8” thick, whether the plywood used to make F2 is exactly 6mm thick, and how accurately the notches in F2 were sawn. Before you install F2, check the fit of all the notches in F2 to see if they will allow the stringers to angle slightly (1.5°) of square, you can do this by eye. If the fit is too tight at square, obviously the fit will be even tighter if angled 1.5°. The solution is simply to use a small flat file and open up the notches slightly. It won’t take much. Sometimes only the width of the notch of the stringer itself is all that needs to be shaped. All notches should be checked before mounting. When F2 is in place, with all the stringers and planking also installed, you will have a very secure F2 on which to bolt the engine motor mount. The fuselage construction procedure for either the Moki 180 or the Valach 120 is identical, EXCEPT for the position of F2. The F2 former for the Moki and the Valach are not the same; they are not interchangeable.
Load more

Recommended publications
  • 527 White Rose Lane Renovation
    6 5 4 3 2 1 STANDARD ABBREVIATIONS SYMBOLOGY LEGEND 527 WHITE ROSE LANE RENOVATION & AND MTL METAL 1 @ AT FCU FAN COIL UNIT ADDM ADDENDUM FD FLOOR DRAIN NA NOT APPLICABLE 1 2 A7 -01 3 ELEVATION REFERENCE ADJ ADJUSTABLE FDN FOUNDATION NIC NOT IN CONTRACT A2 -01 AFF ABOVE FINISHED FLOOR FE FIRE EXTINGUISHER NO NUMBER AGG AGGREGATE FEC FIRE EXTINGUISHER CABINET NOM NOMINAL 4 2060 Craigshire Road BUILDING CODE INFORMATION GENERAL NOTES AHU AIR HANDLING UNIT FEP FINISH END PANEL NTS NOT TO SCALE EXTERIOR INTERIOR Saint Louis, MO 63146 ALT ALTERNATE FF&E FURNITURE, FIXTURE & EQUIPMENT T. 314.241.8188 PROJECT SUMMARY: 1. THE CONSTRUCTION DOCUMENTS HAVE BEEN CAREFULLY PREPARED BUT MAY NOT DEPICT ALUM ALUMINUM FFE FINISH FLOOR ELEVATION OC ON CENTER SIM F. 314.241.0125 PROJECT INCLUDES THE RENOVATION OF AN EXISTING SINGLE FAMILY EVERY CONDITION TO BE ENCOUNTERED. IT IS THEREFORE THE GENERAL CONTRACTOR & APPROX APPROXIMATE(LY) FG FIBERGLASS OD OUTSIDE DIAMETER ______1 BUILDING SECTION REFERENCE D RESIDENTIAL DWELLING, NEW CONSTRUCTION OF A TWO CAR GARAGE SUBCONTRACTORS RESPONSIBILITY TO FIELD VERIFY ALL CONDITIONS OF THE AFFECTED ARCH ARCHITECT FHCSK FLAT HEAD COUNTERSUNK OFF OFFICE A101 www.kai-db.com TO THE REAR OF THE EXISTING STRUCTURE, AND A COVERED WORK PRIOR TO SUBMITTING A BID. IF CONDITIONS DIFFER OR ADDITIONAL WORK IS REQUIRED ASPH ASPHALT FIN FINISH OH OPPOSITE HAND Missouri State Certificate of Authority #1234567 CONDITIONED CORRIDOR TO CONNECT THE TWO. BEYOND THAT STATED IN THE CONSTRUCTION DOCUMENTS IT IS THE CONTRACTORS AUTO AUTOMATIC FIXT FIXTURE OPNG OPENING SIM RESPONSIBILITY TO BRING SUCH MATTERS TO THE ATTENTION OF THE ARCHITECT IN A WALL SECTION REFERENCE APPLICABLE ST.
    [Show full text]
  • Technical Specifications Part 1 Civil, Structural And
    Civil, Structural & Architectural Specifications ANNEX VIII TECHNICAL SPECIFICATIONS PART 1 CIVIL, STRUCTURAL AND ARCHITECTURAL Page 1 of 234 Civil, Structural & Architectural Specifications ANNEX VIII TABLE OF CONTENTS CHAPTER CHAPTER ONE - SITE PREPARATION & DEMOLITION General Building Demolition CHAPTER THREE - CONCRETE WORKS Cast In Place Concrete Concrete Topping (Decorative Stamped Concrete) CHAPTER FOUR - MASONRY Unit Masonry Exterior Stonework CHAPTER FIVE - METAL WORK Metal Fabrications Round Handrail Diameter 40 mm Plexi Shed CHAPTER SIX - WOODWORK Joinery CHAPTER SEVEN - THERMAL AND MOISTURE PROTECTION Sheet Waterproofing Membrane Roofing Tiles Roofing Metal Roofing Roof Drainage Roof Accessories Flashing And Sheet Metal Joint Sealers (Expansion Joint) CHAPTER EIGHT - DOORS AND WINDOWS Metal Door Frames Wood Doors Aluminum Doors And Windows Glass & Glazing Door Hardware (Ironmongery) CHAPTER NINE - FINISHES Lath And Plaster Floor and Wall Cladding Suspended Ceilings Non-Structural Metal Framing Gypsum Board Interior Stonework Painting CHAPTER TEN - SPECIALTIES Toilet Accessories Epoxy Resin Work Anti-Shatter Window Film Access Control CHAPTER ELEVEN - DRINKING WATER Page 2 of 234 Civil, Structural & Architectural Specifications ANNEX VIII Lebanese Standard Page 3 of 234 Civil, Structural & Architectural Specifications ANNEX VIII CHAPTER ONE SITE PREPARATION & DEMOLITION Page 4 of 234 Civil, Structural & Architectural Specifications ANNEX VIII CHAPTER ONE SITE PREPARATION & DEMOLITION PART 1 - GENERAL SCOPE OF WORK The work comprises of the rehabilitation of the Building. SITE PROTECTION The contractor should take all measures to protect the site and to protect the users during the rehabilitation period as per the Engineer instructions. The contractor should not allow or add any load to the existing body to avoid any risk in construction works.
    [Show full text]
  • The Datum Reference Frame1 Application of Datums Datums and Datum Reference Frames Are Considered to Be Absolutely Perfect, Which Makes Them Imaginary
    856 SALT LAKE COURT SAN JOSE, CA 95133 (408) 251–5329 The Datum Reference Frame1 Application of Datums Datums and datum reference frames are considered to be absolutely perfect, which makes them imaginary. Measurements cannot be made from theoretical surfaces. Therefore, datums are assumed to exist in and be simulated by processing equipment such as surface plates, gages, machine tables and vises. Processing equipment is not perfect, but is made sufficiently accurately to simulate datums. The three mutually perpendicular planes of a datum reference frame provide origin and direction for measurements from simulated datums to features. Immobilization of a Part Figure 4-1 The three mutually perpendicular intersecting datum planes of a simulated datum reference frame. 1Cogorno, Gene R., Geometric Dimensioning and Tolerancing for Mechanical Design, Second Edition, McGraw-Hill, New York, 2011, p. 50. Technical Training Consultants (408) 251-5329 http://www.ttc-cogorno.com Parts are thought to have six degrees of freedom, three degrees of translational freedom and three degrees of rotational freedom. A part can move back and forth in the X direction, in and out in the Y direction, and up and down in the Z direction, and rotate around the X-axis, around the Y-axis, and around the Z-axis as shown in Figure 4-1. A part is oriented and immobilized relative to the three mutually perpendicular intersecting datum planes of the datum reference frame in a selected order of precedence as shown in Figure 4-2. In order to properly place an imperfect, rectangular part in a simulated datum reference frame, the primary datum feature sits flat on one of the planes with a minimum of three points of contact that are not in a straight line.
    [Show full text]
  • Fundamental Good Practice Guide in the Design and Interpretation of Engineering Drawings for Measurement Processes
    GPG 79 & 80 6/12/05 9:29 am Page 1 A NATIONAL MEASUREMENT GOOD PRACTICE GUIDE No. 79 Fundamental Good Practice in the Design and Interpretation of Engineering Drawings for Measurement Processes GPG 79 & 80 6/12/05 9:29 am Page 2 The DTI drives our ambition of ‘prosperity for all’ by working to create the best environment for business success in the UK. We help people and companies become more productive by promoting enterprise, innovation and creativity. We champion UK business at home and abroad. We invest heavily in world-class science and technology. We protect the rights of working people and consumers. And we stand up for fair and open markets in the UK, Europe and the world. This Guide was developed by the National Physical Laboratory on behalf of the NMS. Measurement Good Practice Guide No. 79 Fundamental Good Practice in the Design and Interpretation of Engineering Drawings for Measurement Processes David Flack Engineering Measurement Team Engineering and Process Control Division Keith Bevan Bevan Training and Assessment Services Limited ABSTRACT This good practice guide is written for engineers, designers and metrology technicians who wish to understand the basics of the interpretation of engineering drawings in relation to the measurement process. After reading this guide designers should have a better understanding of the measurement process and metrology technicians should be in a better position to interpret the aims of the designer. © Crown Copyright 2005 Reproduced with the permission of the Controller of HMSO and Queen's Printer for Scotland July 2005 ISSN 1368-6550 National Physical Laboratory Hampton Road, Teddington, Middlesex, TW11 0LW Acknowledgements This document has been produced for the Department of Trade and Industry’s National Measurement System Policy Unit under contract number GBBK/C/08/17.
    [Show full text]
  • 7 Dimensioning Section 7.1 Basic Dimensioning Principles Section 7.2 Dimensioning Techniques
    7 Dimensioning Section 7.1 Basic Dimensioning Principles Section 7.2 Dimensioning Techniques Chapter Objectives • Add measurements, notes, and symbols to a technical drawing. • Apply ASME and ISO standards to dimen- sions and notes. • Differentiate between size dimen- sions and location dimensions. • Specify geometric tol- erances using symbols and notes. • Add dimensions to a drawing using board- drafting techniques. • Use a CAD system to add dimensions, notes, and geometric tolerances to a techni- cal drawing. Playing with Plastics Jonathan Ive says that engineers and designers can now do things with plastic that were previously impossible. What are the characteristics of plastic that give it this ability? 214 Drafting Career Jonathan Ive, Engineer What comes to mind when you think of a mobile phone that offers all these features: multimedia player, access to the Internet, camera, text messaging, and visual voicemail? Probably the iPhone designed by Jonathan Ive, senior vice president of industrial design at Apple Inc., and his product design team. Ive, recipient of many awards, is especially proud of what the iPod shuffl e represents. Originally shipped for $79, its aluminum body clips together with a tolerance of ±0.03 mm—remarkable precision. “I don’t think there’s ever been a product produced in such volume at that price … given so much time and care.… I hope that integrity is obvious.” Academic Skills and Abilities • Math • Science • English • Social Studies • Physics • Mechanical Drawing Career Pathways A bachelor’s degree in engineering is required for almost all entry-level engineering jobs. Some engineers must be licensed by all 50 states and the District of Columbia.
    [Show full text]
  • Vicinity Map Drawing Index Project Team Symbols And
    GENERAL NOTES GENERAL NOTES SYMBOLS AND ABBREVIATIONS DRAWING INDEX QUALITY AND JOB MANAGEMENT ABBREVIATION TERM: P.T. PRESSURE TREATED REGULATORY AGENCIES F.FL. FINISH FLOOR AARCHITECTURALRCHITECTURAL AADADAADA & AND PTD. PAINTED 1. ALL WORK SHALL CONFORM TO THE MOST CURRENT, APPLICABLE LOCAL AND NATIONAL CODES, INCLUDING 1. THE CONTRACTOR SHALL CONSULT THE INTERIOR FINISH SCHEDULE FOR ALL INTERIOR MATERIALS L ANGLE FIN. FINISH T1.1 PROJECT TITLE SHEET ADA1 DISABLED ACCESSIBLITY DETAILS BUT NOT LIMITED TO: CALIFORNIA BUILDING CODE COORDINATION, CABINETS, ETC. @ AT FLR. FLOOR PTN. PARTITION (CBC), UNIFORM MECHANICAL CODE (UMC), UNIFORM PLUMBING CODE (UPC), NATIONAL ELECTRIC CODE (NEC), 2. ALL ITEMS OF MILLWORK SHALL BE CAREFULLY ERECTED WITH TIGHT−FITTING JOINTS, CAREFULLY CUT AND FLOUR. FLUORESCENT T1.2 NON−RESIDENTAL MANDATORY ANCHOR BOLTS R. RISER mm.. e. p.m. p. AND CALIFORNIA ENERGY STANDARDS (TITLE 24). SECURED. EXPOSED NAILS OR SCREWS SHALL BE SET IN PUTTY. BACK PRIME ALL MILLWORK BEFORE A.B. FACE OF MEASURES F.O. R.D. ROOF DRAIN SEPARATE DRAWINGS, CALCULATIONS AND SUBMITTAL MATERIALS SHALL BE PROVIDED FOR REVIEW AND INSTALLATION AND PROTECT AGAINST DAMPNESS. MOLDS AND FACES SHALL BE CLEAN CUT AND TRUE ABV. ABOVE F.O.F. FACE OF FINISH T1.3 CONSTRUCTION WASTE PLAN 2. PATTERN. ALL WORK SHALL BE THOROUGHLY CLEANED AND SANDED TO RECEIVE THE FINISH. SHARP APPROVAL OF SIGNAGE. A.C. AIR CONDITIONING FACE OF STUD REF. REFRIGERATOR M.1 MECHANICAL PLAN CORNERS OF SMALL MEMBERS OF FINISH WOODWORK SHALL BE SLIGHTLY ROUNDED. F.O.S. A0.1 SITE PLAN 3. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR, AS HOLDER OF PERMITS TO NOTIFY THE BUILDING A.C.T.
    [Show full text]
  • Datum Reference Frame Position and Shape Tolerances Tolerance Analysis
    Basic rules of dimensioning Reference coordinate system Šimon Kovář Dimensioning in engineering technical documentation Dimensions and tolerances on technical drawings are given by the standard ISO 129-1: 2004. Design Methodology | 2020 The main dimensioning principles • All dimension information must be shown on the drawing. • The dimensions must be placed in a view in which it is clear to which element it belongs. • Ever informations may be on the drawing only once. • Prefer to place dimensions related to the same element in one view. • Prefer functional dimensions. • The same length units (mm) must be used. • Angles are given in degrees, minutes and seconds (0 ° 10´20,5´´). • We don´t create more dimensions than absolutely necessary. • Repeating features are dimensioned on only in one base feature. • For definition positions and values of features are decisive dimensions. • Dimensions that result from the representation of elements are not quoted (right angles, regular polyhedra…) Design Methodology | 2020 Elements in entry of dimensions • dimension lines: • are at a distance of approx. 10mm from the edge of the body, • other parallel dimension lines have a spacing of at least 7mm, • centre lines and edges must not be used as dimension lines, • extension lines - project approx. 2mm beyond the dimension line, • dimension lines and extension lines should not intersect any other lines, • dimension numerals: • are positioned at the approximate centre of the dimension line (although exceptions occur), • are positioned approx. 0,5mm to 1,5mm above the dimension line, • within a drawing, only one of the possible terminations of dimension lines may be used, Design Methodology | 2020 Elements in entry of dimensions • Geometric element – point, line, surface.
    [Show full text]
  • Construction Plan Submission Checklist for Division of Transportation Solutions Projects
    Delaware Department of Transportation Construction Plan Submission Checklist for Division of Transportation Solutions Projects Directions for Completing the Checklist . This checklist indicates what content should be included on each plan sheet at each submission. The checkboxes indicate that information is required and must be included in the plan submission. For each submission, indicate that the required information has been included in the plan submission by placing an “X” in the appropriate checkbox. Items may need to be added for some projects and may not be required for others. If the Project Manager determines an item is not required, place a strikethrough line through the item that is not required. DelDOT's Project Manager shall review this checklist with the Designer/Consultant at each submission to verify that all necessary information has been included in the plans and shall sign below for each submission to attest to the completeness of the plan submission. (Electronic Signature is Acceptable) Project Information Contract #: Primavera ID: Contract Name: Designer: Project Manager: Verification of Submission Completeness Submission Designer Approval Project Manager Approval Survey Plans Preliminary Plans Semi-Final Plans Final Plans Date Last Modified: 11/02/2020 Page 1 of 19 Delaware Department of Transportation Construction Plan Submission Checklist for Division of Transportation Solutions Projects Technical Submissions Note: All submissions are to be delivered to the Project Manager in PDF format. Survey Prelim Semi Final
    [Show full text]
  • Low Survey Data - A
    (OJ· . ' .· . ' - ~ .. ·. ··i ·.. · o······ ·~ . s··~.~.;.··... ·.. .. .· . .. .. ,. .. ~·. .•·········. •··.~•·.· •• ····...· . [LJJ........·.· • ~ ~.~· [i····. · ·· · ~~ : . : . • .· . • . '7> . : ~ >. '' [L ~.....·. .• .. " T{}={] JOURNAL OF THE CANADIAN HYDROGRAPHIC ASSOCIATION Edition No. 66 Fall I Winter 2004 REVUE DE l 'ASSOCIATION CANADIENNE D'HYDROGRAPHIE Edition No. 66 Automne I Hiver 2004 \ I (/) (/) z 0 ......--..1 ...... I (J'1 (j) N 00 Journal of the Canadian Hydrographic Association Revue de I' Association canadienne d'hyd rographie contents con u Edition/Edition 66 • Fall/Winter Automne/Hiver 2004 5 Pictou Bar Lighthouse: Destroyed by Fire July 5, 2004- R. Desborough 7 Bayfield Cottage, Bic, QC - R. Jackson 8 The Last Years of BAYFIELD (II) Remembered- A. Leyzack I I Prediction of Ice Concentration in the Gulf of St. Lawrence Using Modular Neural Networks - M. EI-Diasty and A. EI-Rabbany 21 S57-Based Paper Chart Production - A. Pirozhnikov 27 Implications of the Navigation Surface Approach for Archiving and Charting Shallow Survey Data - A. Armstrong, R. Brennan and S. Smith 36 Establishing a Seamless Vertical Reference along the Tidal Segment of the Saint John River- J. Zhao, J. E. Hughes Clarke and S. Brucker 45 Canada's Offshore: Jurisdiction, Rights and Management, 3rd edition - Book review by B. Calderbank Editorial StaffiEquipe de redaction regular features I chroniques Editor/Redacteur en chef: A. Leyzack Layout/Mise en page: J. Weedon 2 Cover photo I Photographie en couverture Translation/Traduction: P. Page CHA Directors I Directeurs de I'ACH B. Labreque 2 News/Nouvelles: CHA Branches 3 Editors' Note I Note des redacteurs Financial Manager/Directeur des finances: J. Walker Distribution: E. Brown 4 Message from the National President I Mot du President national Every edition also receives assistance from the CHA Lighthouse Committee.
    [Show full text]
  • Table of Contents
    GILBERT PUBLIC WORKS AND ENGINEERING STANDARDS Table of Contents 1.0 GENERAL CONDITIONS AND REQUIREMENTS ................................................ 1 1.1 PURPOSE AND INTENT ...................................................................................... 1 1.2 LEGAL AUTHORITY ............................................................................................ 1 1.2.1 Town Code and Ordinances ................................................................. 1 1.2.2 Applicability ........................................................................................ 2 1.2.3 Severability ......................................................................................... 2 1.3 PROJECT CLASSIFICATIONS .............................................................................. 2 1.3.1 Public Works ....................................................................................... 2 1.3.2 Private Development Infrastructure .................................................... 2 1.4 COMPREHENSIVE PLANNING ............................................................................. 3 1.4.1 General Plan ....................................................................................... 3 1.4.2 Transportation Master Plan ................................................................. 3 1.4.3 Integrated Water Resources Master Plan ............................................ 3 1.4.4 Parks Master Plan ............................................................................... 3 1.5 REFERENCES ....................................................................................................
    [Show full text]
  • Section Perspective
    Section Perspective DATE 17 FEBRUARY 2020 PROJECT DADU 206 ARCHITECTS, TYP. SHEET CO ER STATUS PROPOSAL ADDRESS SEATTLE, WA [email protected] A000 ABBREVIATIONS SYMBOLS LEGEND GENERAL INFORMATION PROJECT DESCRIPTION @ AT MANUF. MANUFACTURER GRID LINE 0 CONTACT: & AND MAX. MAXIMUM MARK KELLER CL CENTERLINE MECH. MECHANICAL MARK@TYP. ORKS PL PROPERTY LINE MIN. MINIMUM 206 319 6915 DIAMETER MTL. METAL FREE TO USE ° DEGREES M. MINERAL OOL INSULATION ROOM NAME COST TO LICENSE PLAN: ROOM REFERENCE $145 , HOUR ADDITIONAL SERVICES 300 sf footprint DADU with open upstairs living space. ' FEET 01 " INCHES N NORTH N.I.C. NOT IN CONTRACT REFERENCES: A.F.F. ABOVE FINISHED FLOOR NO. NUMBER 1. ESTIMATE BASED ON COMPARABLE SEATTLE $97,000 estimated construction cost.¹ ALUM. ALUMINUM NOM. NOMINAL CONSTRUCTION AND HISTORICAL AS -BUILT DATA. ARCH. ARCHITECTURAL N.T.S. NOT TO SCALE BASE COST DOEST NOT INCLUDE SITE ORK, ALL REFERENCE 1 O NER -SELECTED APPLIANCES, OR FURNISHINGS. B.O. BOTTOM OF O OVEN 2. .OSEPH LSTIBUREK, BUILDING SCIENCE Highly performing envelope with low-VOC materials inside and out. O.C. ON CENTER CORPORATION, BSI -001: THE PERFECT WALL . C.I.P. CAST -IN -PLACE O.D. OUTSIDE DIAMETER LIFESPAN REFLECTS PRIMARY STRUCTURE AND Energy modeling and life-cycle analysis implemented to meet CLG. CEILING ASSEMBLY COMPONENTS OF THE BUILDING. CONC. CONCRETE PLUMB. PLUMBING DOOR REFERENCE 011 3. CHRIS MAKEPEACE AND BARRIE DENNIS, THERMAL CONT. CONTINUOUS ENVELOPES VII, PERSIST –PRESSURE EQUALIZED aggressive sustainability targets: CNTR COUNTERTOP R REFRIGERATOR RAIN SCREEN INSULATED STRUCTURE C.S. CENTER OF STUD R.C.P. REFLECTED CEILING PLAN TECHNIQUE –DESIGN APPROACH.
    [Show full text]
  • TFG Glossary of Terms 2015
    Copyright © 2015 Timber Framers Guild TFG Glossary of Terms 2015 KEY TO CROSS-REFERENCE TERMS See also See a related, similar thing Cf. Compare a related, dissimilar thing Also Another name for the same thing (q.v.) Which see ABUTMENT. In joinery, the end of one timber touch- BASKET HITCH. Open sling configuration for lifting ing another. See also BUTT JOINT. timber. Cf. CHOKER HITCH. ADZE. Handled edge tool (various patterns) with its BAY. Crosswise volume (perpendicular to roof ridge) in a edge at a right angle to the handle, used to shape or dress building, bounded by two bents or crossframes. Cf. AISLE. timbers. BEAM. Any substantial horizontal framing member. AISLE. Lengthwise volume (parallel to the roof ridge) in BEARING. Area of contact in a joint through which a building divided into several such spaces, usually three. load is transferred. Cf. BAY. BED TIMBER. Short, stout timber used to distribute ANCHOR BEAM. In a Dutch barn, the major tie beam concentrated loads at bridge piers and abutments. joined to H-bent posts, generally by outside-wedged BEETLE. Large wooden mallet typically weighing 15 to through tenons. 30 lbs. Also COMMANDER, PERSUADER. ANGLE TIE. Horizontal corner brace at plate level, often BENDING. Deviation from straight resulting from the combined with a dragon beam (q.v.) under hip roofs. application of force. In a bent member, the concave sur- ANISOTROPIC. Material whose structural properties face is compressed, the convex surface is tensioned and the are not identical in every direction. neutral axis is unaffected. ARCH BRACE 1. Curved brace. 2. Brace rising from BENT.
    [Show full text]