TYPE J (20 FT - 40 FT) MICHIGAN DEPARTMENT OF TRANSPORTATION 10-0" 7-6" NOTE: sheet 5 & 6 of 10) DEPARTMENT DIRECTOR. Kirk T.
|
|
|
- Sibyl Briggs
- 6 years ago
- Views:
Transcription
1 Column truss connection Chord splice (see details (See details sheets 3 & 4 of 10) s Top truss chord Free end panel 10-0" Support end panels length varies (See chart below) \ Truss Back truss chord Top of finished grade Bottom truss chord Base plate (see details sheet 5 & 6 of 10) ISOMETRIC VIEW Drilled shaft Cantilever arm side Cut pipe to provide for column deflection as per table below 12" slope (in/12") BASE PLATE SLOPE FOR CAMBER Cantilever Truss Data Cantilever Arm Length Number of Panels Support End Panel Length Slope " 7-6" 10-0" 7-6" 10-0" 1/8" 1/8" 1/8" 1/16" 1/16" NOTE: Cantilever "Type J" can be used only with written authorization from the MDOT - Traffic and Safety Support Area. DEPARTMENT DIRECTOR Kirk T. Steudle FOR Michigan Department of Transportation PREPARED BY DESIGN DIVISION APPROVED BY: DIRECTOR, BUREAU OF FIELD SERVICES STEEL CANTILEVER TRUSS TYPE J (20 FT - 40 FT) DRAWN BY: CHECKED BY: DHD AJU APPROVED BY: DIRECTOR, BUREAU OF HIGHWAY DEVELOPMENT 1 OF 10
2 NOTES: 1. The design of this structure is based on the AASHTO Standard Specifications for Structural Supports for Highway Signs, Luminaries and Traffic Signals, current Edition. 2. Only Type I Signs are to be used with the Type J Cantilever. 3. Maximum sign area is 450 square feet. Signs should not project past the ends of the truss. 4. All structural steel, bolts, welding and galvanizing shall be per "MDOT Standard Specifications for Construction". 5. Hot-dip galvanize all truss components prior to bolted assembly. 6. Tighten all high strength galvanized bolts by the turn of the nut method accordingto subsection D. except at splice connections. Splice connections shall have a flat washer and lock washer under each nut and tightened to a snug tight condition. 7. Do not lift the trusses by the web members. 8. Maximum projection of the sign beyond the top chord is 6 feet. 9. Field splices may be placed along the structure to facilitate fabrication. Place field splice \ 1-6" min. to the gusset plate edge. Any deviation from the details shown on this typical will require approved shop drawings before fabrication. 10. Perform ultrasonic inspection of butt welded splices in column members. 11. Blast clean base plates, flange plates, stiffeners, and all weldments prior to galvanizing. 12. See current MDOT Sign Support Typical Plan SIGN-350-Series for sign foundation. 13. See current MDOT Sign Support Typical Plan SIGN-700-Series for sign connection. 14. Column sections shall be ASTM A53, Grade B or API-5l-x42 24"! x 1.219". 15. Chord sections shall be ASTM A500, Grade B HSS 6"! x 0.500", ASTM A annealed HSS 6"! HSSx 0.375" or ASTM A500, Grade B HSS 6 5/8"x 0.432". 16. Web s shall be ASTM A36 l 5"x 5"x 7/16 " or l 5"x 5"x 1/2". 17. All steel plates shall be ASTM A709, Grade Use 7/8"! ASTM A325 bolts for all connections. Provide! holes unless otherwise stated. Use an ASTM F436 flat washer and a lock washer according to section C of the MDOT Standard Specifications for Construction under each nut for splice connections. 19. The estimated weight of the truss is 190 lbs/ft. 20. Minimum sign height with aluminium beam is 8.5 feet. 21. Warpage in the base plate shall not exceed 1/16" per foot. 2 OF 10 NOTE: THE ORIGINAL SIGNED COPY IS KEPT ON FILE AT THE.
3 Column cap (See details A 1/4" Cap 3/4" Plate Top truss chord See Detail A Level 45 3/4" Plate 3-3 3/4" l5 x 5 x 7/16 \ Top chord s Back truss chord \ Back chord B 8-0" \ Truss chord Back truss chord 4-1 5/8" Clear B between plates 8-1 5/8" Clear between plates 6"! HSS Bott truss chord 5/8" Plate 1/4 1/4 \ Bottom chord Typ 45 1/4 1/4 Typ 24 - (Max.) \ Gusset plates 6" A 5/8" Plate 7 1/2" 12" 3-5 1/2" 3-5 5/8" Optional splice 6" VIEW A-A Wrap weld around outside edge, stop 1/4" short of corner clip 30 Base plate " COLUMN TRUSS CONNECTION DETAIL (WEB MEMBERS AND CONNECTION PLATES OMITTED FOR CLARITY) DETAIL OF OPTIONAL 1/4"x 2" Plate or std. chill ring BUTT-WELDED SPLICE 3 OF 10 NOTE: THE ORIGINAL SIGNED COPY IS KEPT ON FILE AT THE.
4 " 12" 3-4" 24"! Pipe SECTION B-B \ 3/4" Plate 6" 6" " 1 3/4" 1 3/4" 1 3/4" 1 3/4" 4 3/4" 4 3/4" 4 3/4" 4 3/4" 3-5 1/2" 3-5 5/8" /8" (WEB MEMBERS AND CONNECTION 5/8" Plate PLATES OMITTED FOR CLARITY) 3/4" Truss chord 3/4" \ 3/4" Plate and \ truss chord 15/16" & bottom of > 3-4" 1 3/4" 1 3/4" 4" 4" 4" 4" 4" 4" 1-2 1/2" & gusset > DETAIL A \ 3/4" Plate 2-0"! /4" 4 3/4" 1 3/4" 9 1/2" 15/16"! Hole " (To top or bottom chord) 4-0 1/8" (To back chord) CHORD-COLUMN CONNECTION PLATE DETAILS 4 OF 10 NOTE: THE ORIGINAL SIGNED COPY IS KEPT ON FILE AT THE.
5 5/16 Column 30 Continuous 1/4 5/8 5/8 Back up ring 1/4"x min. Base plate Stiffener plate DETAIL B Wrap weld around outside edge stop weld 1/4" around corner clip See Detail C 1 - Stiffener plate See Detail B See sheet 2, note 20 for base plate warpage Leveling tolerance. nut 6" Typical anchor bolt Drilled shaft SECTION C-C Drilled shaft \ 36"! Bolt circle Column wall 1/4" Weld and grind smooth C C DETAIL C /16"! Holes for 2"! bolts 6"! Hole Column O.D. 24" Base plate 42"! x PLAN VIEW 42" BASE PLATE (FOR USE WITH 35 FT AND 40 FT CANTILEVER ARMS) 5 OF 10 NOTE: THE ORIGINAL SIGNED COPY IS KEPT ON FILE AT THE.
6 1/4" See Detail C (sheet 5) 1-4 1/2" Stiffener plate See Detail B (sheet 5) SEE 2, NOTE 20 FOR BASE PLATE WARPAGE Leveling nut 4" 7" TOLERANCE. \ Anchor bolt Drilled shaft SECTION D-D Drilled shaft \ 32"! Bolt circle D D 15 Stiffener plate 6"! Hole 2 3/16"! Holes for 2"! bolts Column O.D. 24" Base plate 38"! x PLAN VIEW 38" BASE PLATE (FOR USE WITH 20 FT THROUGH 30 FT CANTILEVER ARMS. ALSO FOR USE WITH 35 FT AND 40 FT CANTILEVER ARMS WITH REDUCED SIGN AREA, SEE CHART SIGN-350 SERIES, 5) 6 OF 10 NOTE: THE ORIGINAL SIGNED COPY IS KEPT ON FILE AT THE.
7 \ Top chord Top truss chord \ Connection 30 plates \ Connection 8-0" 4-0" 4-0" \ Truss plates E E F Back truss chord \ Connection plates \ Bottom chord 30 F Bottom truss chord /8" TYPICAL SECTION OF TRUSS See Detail D \ Back truss chord 8-0" 8-0" s (typ) See Detail E \ Top truss chord \ Top truss chord See Detail H See Detail F VIEW E-E VIEW F-F SIMILAR See Detail J See Detail G See Detail K s (typ) \ Bottom truss chord See Detail I FRONT OF TRUSS ELEVATION (BACK TRUSS CHORD AND ATTACHED ANGLES NOT SHOWN FOR CLARITY) 7 OF 10 NOTE: THE ORIGINAL SIGNED COPY IS KEPT ON FILE AT THE.
8 End plug (See detail 2 1/4" DETAIL D DETAIL E Column connection > plate shown skewed to plane of view (See details sheet 4 of 10) DETAIL F DETAIL G (Min) End plug (See detail 90 DETAIL H DETAIL J Column connection > (See details sheet 4 of 10) DETAIL K DETAIL L Dimension typical for all connection details. See sheet 9 of 10 for alternate connection details. 8 OF 10
9 1 " 14 1/2" End plug (See detail of 5 1/2" of 1 " ALTERNATE DETAIL D ALTERNATE DETAIL E 5 1/2" 14 1/2" of of Column connection > plate shown skewed to plane of view (See details sheet 4 of 10) ALTERNATE DETAIL F ALTERNATE DETAIL G End plug (See detail 90 6" of of ALTERNATE DETAIL H ALTERNATE DETAIL J Column connection > (See details sheet 4 of 10) of of ALTERNATE DETAIL K ALTERNATE DETAIL L Dimension typical for all connection details. 9 OF 10 NOTE: THE ORIGINAL SIGNED COPY IS KEPT ON FILE AT THE.
10 7 = 1-9" 3 1/2" 2 1/2" G G 7/8"! Boltw/lock washer 1/8" Max gap between pipes 3 = 9" 3 = 9" \ Splice ELEVATION l6 x 6 x 1/2 7/8"! Bolt w/lock washer SECTION G-G CHORD SPLICE CONNECTION DETAILS 3/16" l1 1/2 x 1 1/2 x 1/4 9/16"! Hole 1/4" Plate tack weld 1/2" hex nut or tap hole in SECTION H-H for 1/2"! bolt 1/4" Cap plate 1/2" Hex head bolt 1/4" 1/2" PLUG DETAIL (USE AT EACH END OF CHORD) H H COLUMN CAP DETAIL 10 OF 10 NOTE: THE ORIGINAL SIGNED COPY IS KEPT ON FILE AT THE.
(50 FT FT) MICHIGAN DEPARTMENT OF TRANSPORTATION 10-0" 7-6" 8-0" 6-0" Truss Depth. 3" sheets 5 & 6 of 10) DEPARTMENT DIRECTOR. Kirk T.
Column truss connection (See details sheets 3 & 4 of 10) \ Span (Odd number of panels) \ Span (Even number of panels) Back truss chord Top truss chord \ Truss Chord splice Truss depth (See details \ Left
MISCELLANEOUS SIGN CONNECTION DETAILS TYPICAL ROUTE MARKER ASSEMBLIES SIGN TO POST MICHIGAN DEPARTMENT OF TRANSPORTATION
5-4" SEE DETAIL I COUPLING BAR ON 3 2-10" CANTILEVER SIGN SUPPORT TYPICAL ROUTE MARKER ASSEMBLIES 5/1 DIAMETER STAINLESS STEEL BOLT AND NYLON INSERT LOCK NUT SELF-ALIGNING STEEL REINFORCING PLATE ( TYPE
NOTES: 4" OVERHANG MAX. (TYP) DETAIL N (SHEET 13)
L " X " X " L " x " x " DETAIL J GUSSET - '-" L " X " X " TRUSS SAN (FT) 50 L L2 (FT) (FT).5 5 TRUSS DATA L CAMBER (FT) (IN).5 5/ ESTIMATED BOX TRUSS WEIGHT (LBS/FT) '-0" x - LAN TO WIND BRACING LOOKING
STEEL CANTILEVER TYPE E MICHIGAN DEPARTMENT OF TRANSPORTATION NOTE: EDGE OF SIGN VARIABLE 12" (MAX) 5'-0" COLUMN CAP 9'-5" (MAX) (TYP) DETAIL C
EDGE OF SIGN VARIABLE 12" (MAX) 25'-0" OLUMN AP 9'-5" (MAX) DETAIL END AP 1'-6" 4'-0" ARMS OPTIONAL SPLIE SIGN SIGN AND ARMS JP 1'-3" (MIN) 5'-0" 0.4 x L (MAX) OPTIONAL SPLIE VAIRES (25'-0" MAX) SEE ONTRAT
5/16" Flange nut. Bolt Keeper Plate (8" Sq. SYS.) (3) 1/2" x 3" Hex head connector zinc plated bolt w/ washers and nut. Anchor 3" sq. 7 Ga.
2 1/2" x 2 1/2" x 10 Ga. 6" 5" 4" Variable Slipbase (8" Sq. SYS.) 5/16 Corner Bolt W/ nut 5/16" Flange nut Stub Insert (8" Sq. SYS.) Bolt Keeper Plate (8" Sq. SYS.) (3) 1/2" x 3" Hex head connector zinc
TRUSS WEB ANGLES (TYP) BASE (SHEET 5 & 6) ISOMETRIC VIEW DRILLED SHAFT 12" COLUMN BASE CUTTING DETAIL
OLUMN TRUSS ONNETION (S 3 & 4) TO TRUSS HORD HORD SLIE ( 10) ANGLES END A TRUSS BAK TRUSS HORD FREE END ANEL 10' SUORT END ANELS (SEE HART BELOW) BOTTOM TRUSS HORD BASE ( 5 & 6) TO OF FINISHED GRADE ISOMETRI
END VIEW WEDGE TOP VIEW WOOD POST FOUNDATION DETAILS
X (NOMINAL POST) 1-1/ DIA. 2 HOLES X 8" (NOMINAL POST) 3-1/ DIA. 2 HOLES TAPERED HARD WOOD WEDGES (HARDWOOD WEDGE TO BE OAK, MAPLE OR OTHER APPROVED DENSE HARDWOODS) TO HOLD POST IN A STABLE POSITION AFTER
TRUSS SPAN CHORD SPLICE (SHEET 10) TRUSS WEB ANGLES (TYP) ISOMETRIC VIEW TRUSS DATA TRUSS DEPTH END PANEL CAMBER AT SPAN (CHORD-TO-CHORD) LENGTH (FT)
TRUSS SAN SAN (ODD NUMBER OF ANELS) SAN (EVEN NUMBER OF ANELS) OLUMN TRUSS ONNETION (S 3 & 4) TO TRUSS OLUMN A HORD END A TRUSS BAK TRUSS HORD TRUSS DETH LEFT ANGLES HORD SLIE ( 10) BOTTOM TRUSS HORD RIGHT
STEEL TRUSS TYPE E (50 FT FT) ISOMETRIC VIEW CS: JN: TRUSS DATA MICHIGAN DEPARTMENT OF TRANSPORTATION MICHIGAN DEPARTMENT OF TRANSPORTATION
TRUSS SAN OLUMN A SAN (ODD NUMBER OF ANELS) SAN (EVEN NUMBER OF ANELS) OLUMN TRUSS ONNETION (S 3 & 4) TO TRUSS NOTES: 1. THE DESIGN OF THIS STRUTURE IS BASED ON THE AASHTO STANDARD SEIFIATIONS FOR STRUTURAL
BRIDGE RAILING, 4 TUBE B-26-F POST DETAILS MICHIGAN DEPARTMENT OF TRANSPORTATION
\ ƒ" x 1 " SLOTTED HOLE IN POST AND \ ƒ"! HOLE IN RAIL \ "! x 6" SLOTTED ROUND HEAD BOLTS, WITH 1 PLATE WASHER, 1 LOCK WASHER AND HEX. NUT \ ƒ" x 1 " SLOTTED HOLE IN POST AND \ ƒ"! HOLE IN RAIL \ "! x
SIG-032-B TRAFFIC SIGNAL MAST ARM POLE AND MAST ARM DETAILS - CATEGORY III LUMINAIRE ARM (SEE CONTRACT) 6'-0", 8'-0", 10'-0" NOMINAL SPREAD
Michigan Department of Transportation 6'-0", 8'-0", 10'-0" NOMINAL SPREAD (SEE CONTRACT) LUMINAIRE ARM (SEE CONTRACT) POLE CAP 1'-6" (6'-0" ARM) 1'-10" (8'-0" ARM) 2'-0" (10'-0" ARM) NOMINAL RISE 2.38"
SIG-030-B TRAFFIC SIGNAL MAST ARM POLE AND MAST ARM DETAILS - CATEGORY I LUMINAIRE ARM 6'-0", 8'-0", 10'-0" NOMINAL SPREAD (SEE CONTRACT) POLE CAP
Michigan Department of Transportation 6'-0", 8'-0", 10'-0" NOMINAL SPREAD (SEE CONTRACT) LUMINAIRE ARM (SEE CONTRACT) POLE CAP 1'-6" (6'-0" ARM) 1'-10" (8'-0" ARM) 2'-0" (10'-0" ARM) NOMINAL RISE 2.38"
STEEL PIPE GUIDERAIL 01/01/
NOTES PIPE RAILING & POSTS: Pipe Rails and s shall be in accordance with ASTM A5 Grade B for standard weight pipe and ASTM A500 Grade B, C or D or ASTM A50 for structural tube. Bars for handrail supports
ALUMINUM PIPE GUIDERAIL 01/01/
NOTES PIPE RAILING & POSTS: Structural Tube, Pipe and Bar shall be in accordance with ASTM B22 or ASTM B429, Alloy 606-T6. End Rail 90 bends and corner bends with maximum 4-0" post spacing, may be Alloy
TRUSS SPAN (FT) NOTES:
L" x " x " L" x " x " TRUSS DATA '-0" '-" TRUSS SAN L L2 L L L5 AMBER (IN) BOX TRUSS ESTIMATED WEIGHT (LBS/FT) GUSSET LAN L" X " X " 05 22.5 20 20 20 22.5 0 22.5 20 25 20 22.5 2 5 22.5 25 20 25 22.5 2
RAIL PANEL AT TRANSITION SECTION PLAN - POST DETAIL PLAN - TUBE SPLICE. Colorado Department of Transportation. Staff Bridge Branch
Limits of pay length for Bridge RailType 10M (For post spacing, see Dwg. No. B ) B60610 (Use with B60610A) 8 min. 1 max. 8 min. 1 max. 10 0 Max. 10 0 Max. post spacing 10 0 Max. 2 5 Post 1 x 1 slotted
B-27-A BRIDGE RAILING, 3 TUBE WITH PICKETS SECTION THROUGH RAILING WITH BRUSH BLOCK SECTION THROUGH RAILING WITH SIDEWALK
3" 1'- ƒ " 11 " 7 " TOP OF REAR FLANE TO BE ROUND 2'- LON PICKET 1'- W6 x 25 1 " THICK BASE PLATE " " ELASTOMERIC BOUND FABRIC PAD 8" SLAB DETAIL A (SEE 3) OVERHAN SECTION THROUH RAILIN WITH BRUSH BLOCK
KOLO SHELTER Installation Instructions Parts List
Parts List Roof Cap Rafter Upright Polycarbonate Polycarbonate Drop Polycarbonate Flange Center Weldment (Short length shown above) Polycarbonate Edge Bolt.25 x 6.5 Bolt.625 x 7.5 Threaded Rod.75 x 14
for a manual for steel detailers, engineers & fabricators, containing working drawings & details for hot-dip galvanized structures
for a manual for steel detailers, engineers & fabricators, containing working drawings & details for hot-dip galvanized structures l b Ta f o e s t en t n Co Recommended Details for Hot-Dip Galvanized
STRATUS SHELTER. Take bike parking to new heights
Take bike parking to new heights The Stratus Shelter is a striking bike shelter option for any transit station, university campus, or multi-family residential building project. It is constructed of American
11-1/4 OD at Transition Point. Microcosmic. 4th and Brannan Street Platform Station Project. Elevation. Moto Ohtake 2014
74 480 330 90 72 180 150 60 90 18 11- OD at Transition Point 36 184 74 Microcosmic Elevation 14 1 Moto Ohtake I. GENERAL NOTES: A. SCULPTURE DESIGN CRITERIA 1. CALIFORNIA BUILDING CODE (CBC, 2010 EDITION)
KO LO SH E LT E R. High Capacity and Flexibility
KO LO SH E LT E R High Capacity and Flexibility The unique styling of our redesigned Dero Kolo Shelter will help beautify your facility and provide secure, covered bike parking for cyclists. The Kolo is
SECTION STEEL LIGHTING STANDARDS. 1. Electrical conduit and fittings; Section
02760-1 of 5 SECTION 02760 STEEL LIGHTING STANDARDS 02760.01 GENERAL A. Description Steel lighting standards shall include, but not necessarily be limited to, furnishing and installing steel lighting poles,
AUXILIARY FRAMING AND ACCESSORIES
CUSTOM CABINETS & RACKS STRUT AND ACCESSO- RIES JUNCTION KITS ANGLE AND BRACE KITS SPLICE KITS BRACE KITS INSTALLATION KITS WALL ANGLE KITS RUBBER END CAPS SUPPORT INSTALLATION AND SUPPORT KITS STANCHION
APPENDIX FENCE GENERAL NOTES
APPENDIX FENCE GENERAL NOTES 1. Fabric: 9 gage, 2" mesh, knuckle top and bottom, placed on the outside of posts, single fabric width for the entire height. 2. All fencing to be standard galvanized finish.
Midwest Roadside Safety Facility
B 64" 1626 602'-8 1/16" 183695 548'-0" 167030 1 2 3 4 5 6 7 8 9 10 11 12 14 15 16 17 18 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 373839 40 25 IMPACT 1500A 48" 12 27'-5" 8355 [] 3x7 CL A Galvanized
Standard Signs Manual
Standard Signs Manual NEW, CHANGED, OR DELETED 1/2017 STANDARD SIGN DETAILS Title Page Number Fractions... 101 Straight Arrows... 102 Double Head Arrows... 102A Double Head Arrows - 90... 102B Advance
RBP-1215B-RX DODGE RAM QUAD CAB RX3
RBP-1215B-RX3 2002-2017 DODGE RAM 15-3500 QUAD CAB RX3 Passenger side RX-3 Side Step Drill Template Passenger side rear Modular Bracket (6) L Support Brackets Driver side rear Modular Bracket Driver side
Clayton Off Road COR COR COR
Clayton Off Road COR-4806011 COR-4806021 COR-4806031 JEEP GRAND CHEROKEE WJ LONG ARM UPGRADE KITS (1999-2004 WJ) NOTES: This product requires general welding, fabrication and automotive mechanic skills.
SIGNALS AND LIGHTING FIELD GUIDE
CHAPTER 16 SIGNAL AND LIGHT POLES SIGNAL AND LIGHT POLES The standards and requirements for installing traffic control signal and light poles are presented in this chapter. 16.1 Traffic Control Signal
CEILING-MOUNTED MONORAIL ANCHOR TRACK SYSTEM Assembly and Operation Instruction Manual
CEILING-MOUNTED MONORAIL ANCHOR TRACK SYSTEM Assembly and Operation Instruction Manual This manual is for various mounting types and plain and trussed track profiles. ISO 9001:2008 Registered Manual 103-0075
ROUND STEEL POLE STRAIGHT
PROJECT NAME: CATALOG NUMBER: NOTES: FIXTURE SCHEDULE: Page: 1 of 7 ROUND STEEL POLE SPECIFICATIONS: Pole Shaft The pole shaft is fabricated from hot rolled steel tubing of onepiece construction with a
INTERIOR INSTALLATION
6" TWO (2) #6 FASTENERS BY OTHERS, NOT BY HUNTER DOUGLAS, TYP. MAIN TEE PER ASTM C635, BY OTHERS, TYP. 2" HANGER BRACKET ASSEMBLY PRIME BEAM* 2" MAX MAIN TEE T-GRID PER ASTM C635 BY OTHERS SEE DETAIL A.2
CITY OF PITTSBURG ENGINEERING DEPARTMENT CONTRACT NO A WATER TREATEMENT PLANT CAPITAL IMPROVEMENTS PHASE 1A ADDENDUM #1 FENCE AND DITCH AUGUST
CITY OF PITTSBURG ENGINEERING DEPARTMENT CONTRACT NO. 2012-16A WATER TREATEMENT PLANT CAPITAL IMPROVEMENTS PHASE 1A ADDENDUM #1 FENCE AND DITCH AUGUST 2014 CHAIN LINK FENCE SPECIFICATIONS Chain link fence,
24" B B Joint X501 Joint See MARKINGS Note PCB-RXX-350-TL3 " X501 Y301 (Typ.) " A PLAN (reinforced casting option shown) A " dia. Hinge Bar (Typ.) NOT
B B Joint Joint See MARKINGS Note PCB-RXX-350-TL3 " Y301 (Typ.) " A PLAN (reinforced casting option shown) A " dia. Hinge Bar (Typ.) NOTES GENERAL: This barrier may be manufactured with reinforcing steel
Installation Instructions
Column & Beam Units with Debris Netting Installation Instructions Laminated Wood Systems, Inc. Seward, Nebraska 800-949-3526 2015 LWS, INC. AVR-NET INSTALL 05-12-16 AVR Installation Notes 1 Safety The
MAST ARMS & POLES. Ornamental Pole Top & Bases
Ornamental Pole Top & Bases Pelco s decorative pole top and bases make the traffic signal aesthetically pleasing to the eye. In addition to the standar 4-piece, Pelco also manufactures the bases with an
MDOTProjectwise\Documents\Reference Documents\Traffic Reference\Statewide Special Details\Develop
500 460 MDOTProjectwise\Documents\Reference Documents\Traffic Reference\Statewide Special Details\Develop Check if Applicable TRAFFIC SIGNAL SPECIAL DETAILS INDEX/CHECKLIST *One completed checklist required
SECTION STRUCTURAL STEEL FRAMING PART 1 - GENERAL 1.1 RELATED DOCUMENTS
SECTION 05 12 00 - STRUCTURAL STEEL FRAMING PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification
GENERAL ISOMETRIC LAYOUT
EXISTING OR PROPOSED WIPER WALL SUPPORT STRUCTURE GATE LID CARBATHAN HG 0 WEB GRAY LOWER PAN GRATING ALUMINUM WIPER WALL CARBATHANE HG, 90 GRAY STRUCTURAL SPECIFICATIONS:. FLOODGATE MATERIAL TO BE ALUMINUM
Installation Instructions
Important 1. Acclimate materials 24 hrs before installation. Maintain temperature controlled environment after installation 2. Install in accordance with manufacturer s installation instructions. Failure
SuperMount Series Installation instructions for SuperMount 46, 68 & 80 wall structures Bill Of Materials
SuperMount Series Installation instructions for SuperMount 46, 68 & 80 wall structures Bill Of Materials A (4) Extension Frame B (4) Telescoping Extension C (4) Cross Brace D (3) 2"x8"x84" Wall Board E
712 - STRUCTURAL STEEL CONSTRUCTION SECTION 712 STRUCTURAL STEEL CONSTRUCTION
SECTION 712 STRUCTURAL STEEL CONSTRUCTION 712.1 DESCRIPTION Fabricate and erect the structural steel as designated in the Contract Documents. See SECTION 705 for fabrication of structural steel. Provide
INSTALLATION MANUAL IOWA MOLD TOOLING CO., INC. BOX 189, GARNER, IA MANUAL PART NUMBER:
PARTS-1 Model 24562/28562 Crane INSTALLATION MANUAL IOWA MOLD TOOLING CO., INC. BOX 189, GARNER, IA 50438-0189 641-923-3711 MANUAL PART NUMBER: 99903701 Iowa Mold Tooling Co., Inc. is an Oshkosh Truck
SQUARE STEEL POLE STRAIGHT
PROJECT NAME: CATALOG NUMBER: NOTES: FIXTURE SCHEDULE: Page: 1 of 8 SQUARE STEEL POLE SPECIFICATIONS: Pole Shaft The pole shaft is fabricated from hot rolled steel tubing of onepiece construction with
Testing. Material testing will be according to applicable AASHTO, ASTM or Department methods as specified.
907.01 Section 907. FENCING MATERIALS 907.01 General Requirements. Materials for use in fencing property, right-of-way and other installations must comply with this section. 907.02 Testing. Material testing
SIGN MOUNTED BEACON SIG-027-A SINGLE SIGN MOUNTED FLASHING BEACON INSTALLED ON ONE WOOD POST DETAIL "A-1"
1 1/2" x 60" Galvanized (thread both ends) Top Bolt See Detail "A-1" and Slotted Channel Parallel Conduit Clamp Warning Sign 3 Equal Bolt Spacings (3 places at 12" min. spacing) (1) 3/8"x 7" min. (4"x
DBP Technical Data Series Rev. 0 Jan. 1, Pre Assembled Door Canopies
Technical Data Series Revised: 1 January, 2011 Article IX. SECTION 9.01 PERSONAL DOOR CANOPIES...3 SECTION 9.02 ERECTION INSTRUCTIONS...4 SECTION 9.03 ERECTION ILLUSTRATIONS...7 SECTION 9.04 MULL INSTRUCTIONS
HEADED ANCHOR BOLT OPTION
Ground Rod 18" min. Depth, 2 Required nchor Bolts. Number (min. 8) and Size as Required by Manufacturer. 6" to 12" Ground Line " dia. Conduit Number and Direction as Shown on Lighting Layout Sheets. Slope
E:\Wilmot\DGN\14018pp.dgn 3/11/2015 6:49:16 AM
600-06 SHOULDER WIDENING FOR TYPE (SPECIAL) GUARDRAIL TERMINALS E:\Wilmot\DGN\08pp.dgn //05 6:9:6 AM E:\DGN\08SUP.dgn //05 ::55 PM E:\DGN\08SUP.dgn //05 :8:0 PM E:\DGN\08-WRG.dgn //05 :8:5 PM E:\DGN\08SM.dgn
TS-20KD-1010 LOW PROFILE CARGO SCALE INSTALLATION GUIDE
TS-20KD-1010 LOW PROFILE CARGO SCALE INSTALLATION GUIDE Triner Scale & Mfg. Co., Inc. 8411 Hacks Cross Rd. Olive Branch, MS 38654 Phone: 800-238-0152 Fax: 662-809-2386 Description The Triner Scale Model
Track Rack. * Track Racks are not lockable
The Track Rack s unique staggered, sliding hook design creates the greatest parking efficiency while still providing easy access to any particular bike. When adding or removing a bike to the rack, simply
Assembly Instructions 10 X 10 Aluminum Roof Support
Assembly Instructions 10 X 10 Aluminum Roof Support Aluminum Roof Support Bolt Package 16-5/16 X 2 ¼ SS Bolt 24-5/16 X 1 SS Bolt 40-5/16 SS Nylon Lock Nuts 16-5/16 SS Flat Washers 28-4 ½ Wood Screws 36-1
6625 WEST WILSHIRE BLVD. OKLAHOMA CITY, OK (405) FAX (405)
INSTALLATION INSTRUCTIONS FOR BEDSIDE INNER REPAIR PANELS 67-72 GM FLEETSIDES This instruction illustrates the removal and replacement of the often rusted and damaged lower inner flanges on the 1967-1972
Pipe Restrainers series C Restrainers for use on IPEX Bionax AWWA CI OD C909 PVCO Pipe with MJ or Push-On Fittings
Pipe Restrainers series 1000 1000C Restrainers for use on IPEX Bionax AWWA CI OD C909 PVCO Pipe with MJ or Push-On Fittings INFORMATION Restrainers for restraining mechanical joint or push-on fittings
OVERVIEW You are installing 2 Major components: SITE PREP Remove organics
OVERVIEW You are installing 2 Major components: Dimensionally stable exterior frame with pre-drilled thread-bar holes. High yield thread-bar in a predetermined grid pattern (slab) and a heavy concentration
Structural Bolting. Notice the Grade 5 has a much smaller head configuration and a shorter shank then the grade A325 structural bolt.
Structural Bolting ASTM F3125/F3125M is a structural bolt specification covering inch and metric bolt grades. This specification contains 4 inch series bolting grades: A325, F1852, A490, and F2280. These
Midwest Roadside Safety Facility
2 Spaces @ 75" [05]= 150" 3810 4 Spaces @ 3 Spaces @ 4 Spaces @ 18.75" 37.5" [953]= 37.5" [953]= [476] 112 1/2" 150" = 75" 2857 3810 [05] 18 476 7 Spaces @ 75" [05]=525" [13335] 21 20 18 17 1615 14 1312
ANSI ORIFICE FLANGES METAL-KOREA
METAL-KOREA ANSI ORIFICE FLANGES ORIFICE FLANGES are widely used in conjunction with orifice meters for measuring the rate of flow of liquids and gases. They are basically the same as standard welding
BOLTS AND NUTS Square Bolts( Table 1 ) Hex Nuts ( Table 7 ) Heavy Hex Nuts (Table 7) Heavy Hex Structural Bolts ( Table 2 )
BOLTS AND NUTS 1493 An externally threaded fastener that must be assembled with a nut to perform its intended service is a bolt. (Example: heavy hex structural bolt.) An externally threaded fastener that
D. Thermally Sprayed Metallic Coating (Flame Spray): STD SPEC
STANDARD SPECIFICATION SECTION 05121 MISCELLANEOUS METALWORK PART 1 - GENERAL 1.01 DESCRIPTION This section includes materials, fabrication, and installation of structural steel, connecting bolts, pipes,
BBULTRA Basketball Tower Installation
Ph: 1300 500 314 Basketball Tower Installation Thank you for your purchase of the Ultra adjustable Basketball system. To ensure that our equipment will provide years of use to you, we are including this
1.8 METER SERIES 1194 ANTENNA SYSTEM
January 14, 2002 REVISION G ASSEMBLY MANUAL 1.8 METER SERIES 1194 ANTENNA SYSTEM PRODELIN CORPORATION 1500 Prodelin Drive Newton NC 28658 1.8 METER SERIES 1194 ANTENNA SYSTEM G Revise Address 1/14/02 F
2-PIECE STAIRWAY ASSEMBLY
REVISED 2/12/15 2-PIECE STAIRWAY ASSEMBLY STEP 1: LAY OUT THE RIGHT AND LEFT SIDE TOP AND BOTTOM RISER PANELS AS SHOWN IN FIGURE 1. BOLT THE SPLICE PLATE (#15114C for OSHA F SERIES; #15412C for BOCA U
Instruction Sheet For: SCM-2
Instruction Sheet For: SCM-2 For more information, please contact us at: 345 Log Canoe Circle, Stevensville, Maryland 2666 Toll Free: 877.28.269 Phone: 40.643.6390 Fax: 40.643.665 www.videomount.com 27
D.O.T. Bullet/Bicycle Rail System - Certs Available upon request
D.O.T. Picket Rail - Certs available upon request prior to ordering Top and Bottom Rail: 18-61-240 2 SCH 40 Pipe x 20-2-3/8 x 2.067 x.154 1.264 18-61-241 2 SCH 40 Pipe x 24-2-3/8 x 2.067 x.154 1.264 18-61-243
TECHNICAL CORRECTION October Process Industry Practices Structural. PIP STF05121 Fabrication and Installation of Anchor Bolts
TECHNICAL CORRECTION October 2006 Process Industry Practices Structural PIP STF05121 Fabrication and Installation of Anchor Bolts PURPOSE AND USE OF PROCESS INDUSTRY PRACTICES In an effort to minimize
1.8 METER SERIES 1184 ANTENNA SYSTEM
REVISION F January 10, 2002 ASSEMBLY MANUAL 1.8 METER SERIES 1184 ANTENNA SYSTEM PRODELIN CORPORATION 1500 Prodelin Drive Newton NC 28658 1.8 METER SERIES 1184 ANTENNA SYSTEM F Revised Address 1/10/02
Bike Locker Model DBL1 & DBL2
Bike Locker Model DBL1 & DBL2 DBL1 & DBL2 are constructed of 99% recycled steel and is available in 20 standard powder coat colors or a galvanized finish. DBL1 & DBL2 store 1 or 2 bikes effortlessly and
Midwest Roadside Safety Facility
19'-11 1/2" 6083 239'-11 1/2" 73139 Impact 1100C 25 43 5/16" 1100 upstream from the upstream face of the first shear fender downstream of the joint between barrier nos. 7 and 8 Upstream End Downstream
Kwik-Lock. Installation Instructions. Attention Dealers: Please give this owners manual to the customer when the product is delivered.
Serving the Truck & Trailer Industry Since 1944 Installation Instructions Attention Dealers: Please give this owners manual to the customer when the product is delivered. Call 800-535-9545 www.aeroindustries.com
Midwest Roadside Safety Facility
C 1690" A 42926 75" 1905 150" 3810 G E F F 11 10 9 8 7 6 5 4 3 2 C D D 25 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 21.2 G E Impact 2270P 17 Spaces @ 75" [1905] Spacing = 106' 3" [32385] 1 1662 1/2"
BEST PRACTICE GUIDE. Socket Bases. Working with Concrete Slabs
Working with Concrete Slabs When working with concrete slabs the barrier protection can be erected in three ways - with socket bases, adjustable slab edge brackets and multi slab clamps. Socket Bases 1
IMPORTANT -- SPECIAL INSTALLATION INSTRUCTIONS
IMPORTANT -- SPECIAL INSTALLATION INSTRUCTIONS ** READ ALL INSTALLATION INSTRUCTIONS BEFORE STARTING!** If at any point, you have questions, call 1-800-851-0865...(The manufacturer will not be responsible
Standard Pole Mount Parabolic Antenna Mounting Instructions 3 ft. (90cm) & 4 ft. (120cm)
495 R Billerica Ave. N. Billerica, MA 01862 USA Tel: (978) 459-8800 Fax: (978) 459-3310 / 8814 www.radiowavesinc.com email: sales@radiowavesinc.com Standard Pole Mount Parabolic Antenna Mounting Instructions
Horizontal Cable Systems
ALUMINUM RAILING INSTALLATION INSTRUCTIONS Horizontal Cable Systems 1) Check Contents Of Packages: Verify that all parts have arrived and that they match the packing list. 1A) Coastal applications: Confirm
Grate-Lock Safety Grating - Design Load Table of Contents
Safety - Design Load Table of Contents Safe Loading Tables (6", 9", & 12" Widths) 11 2" Channel Height... 90-91 21 2" Channel Height... 92-93 3" Channel Height... 94-95 4" Channel Height... 96-97 Accessories
Oxford Stalls Installation Instructions
Oxford Stalls Installation Instructions RAMM Horse Fencing and Stalls 13150 Airport Hwy. Swanton, OH 43558-9615 1-800-434-8456 Rev. 8/15/17 Before You Start Typical stall sizes are 10 x 10, 12 x 12 or
OHIO DEPARTMENT OF TRANSPORTATION CENTRAL OFFICE, 1980 W. BROAD ST., COLUMBUS, OHIO
OHIO DEPARTMENT OF TRANSPORTATION CENTRAL OFFICE, 1980 W. BROAD ST., COLUMBUS, OHIO 43216-0899 July 20, 2012 To: Users of the Standard Bridge Drawings From: Tim Keller, Administrator, Office of Structural
SECTION CHAIN LINK FENCING AND GATES AND SOFTBALL BACKSTOP
1 1 1 0 1 0 1 0 1 SECTION 1 1 CHAIN LINK FENCING AND GATES AND SOFTBALL BACKSTOP BASED ON DFD MASTER SPECIFICATION DATED /01/ P A R T 1 - G E N E R A L SCOPE The work under this section shall consist of
WAL-MART SUPERCENTER # ; Milwaukie, OR: SPECIFICATIONS. Revisions to Specification Fence
MILWAUKIE OR #3144-00 ADDENDUM #5 NARRATIVE: 11-08-12 WAL-MART SUPERCENTER #3144-00; Milwaukie, OR: SPECIFICATIONS SPECIFICATIONS Revisions to Specification 02822 Fence Spec division 02822 has been revised
Transmission Line Support Systems
Antenna Support Bracket for transmission line The Antenna Support Bracket angle mounts directly to a 4-1/2" (114 mm) OD antenna pipe mount or tower leg. This is ideal for supporting transmission line runs
Installation Instructions
Installation Instructions SRT-350 8 POST Guardrail End Treatment Revised July 2005 TRINITY HIGHWAY SAFETY PRODUCTS, INC. BUILDING TOMORROW S HIGHWAY SAFETY SOLUTIONS TODAY 2 SRT TM 8-POST SYSTEM FOR SPECIFIC
MODEL T28173/T28174 ROLLER TABLES INSTRUCTIONS
MODEL T28173/T28174 ROLLER TABLES INSTRUCTIONS FOR MODELS MFD. SINCE 10/17 For questions or help with this product contact Tech Support at (570) 546-9663 or techsupport@grizzly.com Rails Rollers Reversible
1. Show the following information with additional information necessary to indicate shop compliance with the requirements of this section.
SECTION 12360 LIBRARY SHELVING PART 1 GENERAL 1.01 SUMMARY A. Related Sections: 1. 06100 - Carpentry. 2. 09200 - Metal Studs, Lath, Suspension Ceiling, Plaster and Stucco. 3. 09660 - Resilient Tile Flooring.
Contents. Grade 2, 5, 8 Hex Bolts 4. Heavy Hex Head Structural Bolts 6. A325 and A490 Tension Control Bolts (TC) 13. Nuts 22.
Who we are Amcan Jumax is the result of a merging between Boulons Jumax and Amcan Threaded Products, two successful companies well established, both with excellent reputations. The new entity is a bigger
Item 550 Chain Link Fence
Item Chain Link Fence 1. DESCRIPTION 2. MATERIALS Furnish, install, remove, repair, or replace chain link fence and gates. Furnish certification from the chain link fence materials manufacturer stating
SADDLE BUDDY EASY ASSEMBLY. The Saddle Buddy is easy to install Galvanized Surface In-Ground. Rail.
SAD D L E B U D DY Saddle Up. Designed for trailheads, bike parks and picnic areas, the Saddle Buddy offers a resting place for cyclists noble steeds. The convenient bar allows cyclists to keep their bikes
1. ANSI/ASME Standard B , Square and Hex Bolts and Screws, Inch Series
SECTION 31 66 13 HELICAL PILES AND HELICAL ANCHORS PART 1 - GENERAL 1.1 DESCRIPTION A. This work pertains to furnishing and installing Helical Piles and Bracket Assemblies shown in the Contract in accordance
SECTION 520 STEEL STRUCTURES GENERAL Gray iron castings shall conform with the requirements of AASHTO M 105, Class 30.
SECTION 520 STEEL STRUCTURES 520.1 GENERAL This work shall consist of furnishing, erecting, and painting structural steel members and elements of structural steel, steel forgings, steel castings, gray
D HANDRAIL. Doc No. A-39. Item Description. Hand hold for deck entry or exit equipment. Available in 0.6M, 0.9M, 1.2M, 1.5M and 1.8M heights.
D HANDRAIL 1 D Handrail 1 2 M10 Flat Washer 2 Materials: 3 M10x25mm Torx Bolt 2 Hand hold for deck entry or exit equipment. Available in 0.6M, 0.9M, 1.2M, 1.5M and 1.8M heights. 1. Refer to drawings for
KANSAS DEPARTMENT OF TRANSPORTATION SPECIAL PROVISION TO THE STANDARD SPECIFICATIONS, EDITION 2015
KANSAS DEPARTMENT OF TRANSPORTATION SPECIAL PROVISION TO THE STANDARD SPECIFICATIONS, EDITION 2015 SECTION 705 STRUCTURAL STEEL FABRICATION 705.1 DESCRIPTION Shop fabricate the structural steel according
Passenger/Right Front Mounting Bracket
PARTS LIST: 1 Driver side running board 1 8mm Insert Installation Tool 1 Passenger side running board 4 10-1.50mm x 35mm Hex Bolt 1 Driver 10 10mm x 24mm OD x 2.2mm Flat Washer 1 Passenger 6 10mm Lock
Horizontal Cable Systems
ALUMINUM RAILING INSTALLATION INSTRUCTIONS v2012 orizontal Cable Systems 1) Check Contents Of Packages: Verify that all parts have arrived and that they match the packing list. 1A) Coastal applications:
Design Guide for Hot Dip Galvanizing best practice for venting and draining
Design Guide for Hot Dip Galvanizing best practice for venting and draining Contents Introduction 3 Handrails/ 25 Balustrades Importance 4 of Venting and Draining Purpose Safety Quality Aesthetics General
Dura-Lock Roof System
DLR-14 Dura-Lock Roof System Assembly and Installation Instructions Read the instructions before starting the job. They explain the steps required to produce a finished product that will meet factory specifications.
TREX PERGOLA INSTALLATION INSTRUCTIONS
RECOMMENDED TOOLS/SUPPLIES: Pencil 4' Level Measuring Tape Framing Square/Speed Square 8' High Step Ladder (Two recommended) Hacksaw or Bolt Cutters Socket Wrench with 9/16" Socket and 3/4" Deep Socket
ClearSpan PolyMax Windbreak Wall
ClearSpan PolyMax Windbreak Wall Photo may show a different but similar model. 2007 ClearSpan All Rights Reserved. Reproduction is prohibited without permission. Revision date: April 2007ldg STK# DIMENSIONS
INSTALLATION INSTRUCTIONS SIDE BAR FORD ESCAPE & MAZDA TRIBUTE PART #
INSTALLATION INSTRUCTIONS SIDE BAR 2008-2010 FORD ESCAPE & MAZDA TRIBUTE PART # 50136 50137 PARTS LIST: 1 Driver/Left Sidebar 2 10-1.50mm x 35mm Bolt Plate 1 Passenger/Right Sidebar 2 10-1.50mm x 30mm
C. Samples for Initial Selection: Manufacturer's color charts showing the full range of colors available.
SECTION 105113 - METAL LOCKERS PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections,