(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.
|
|
|
- Leon Burke
- 6 years ago
- Views:
Transcription
1 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 column Intermediate panel 10-0" End panel s Bottom truss chord sheet 10 of 10) \ Right column Top of finished varies (See chart below) Base plate (See details sheets 5 & 6 of 10) grade Drilled shaft ISOMETRIC VIEW Truss Data Truss Number End Truss Depth Base Camber Length of Panel (Chord-to- Plate at Panels Length Chord) Diameter Midpoint /8" /8" /8" " 42" 2 1/2" /4" /8" " " /8" /4" /8" /4" " 38" 1 1/8" /8" /8" /4" /8" see camber diagram sheet 2 DEPARTMENT DIRECTOR Kirk T. Steudle FOR Michigan Department of Transportation PREPARED BY DESIGN DIVISION APPROVED BY: DIRECTOR, BUREAU OF FIELD SERVICES STEEL TRUSS TYPE E (50 FT 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. Maximum sign area is 1200 square feet. Signs should not project past the ends of the truss. 3. Type I signs shall not be used on the same truss as variable message signs. 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 according to 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. For truss lengths 50 feet to 105 feet, minimum sign height with aluminum beam is 7 feet. 10. For truss lengths 110 feet to 140 feet, minimum sign height with aluminum beam is 9 feet. 11. 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. 12. Perform ultrasonic inspection of butt welded splices in column and chord members. 13. Blast clean base plates, stiffeners, and all weldments prior to galvanizing. 14. See current MDOT Sign Support Typical Plan Sign-340-Series for sign foundation. 15. See current MDOT Sign Support Typical Plan Sign-700-Series for sign connection. 16. Column sections shall be ASTM A53, Grade B or API-5l-X42. sections for 50 feet to 105 feet trusses shall be 24"! x 0.938", 24"! x 0.969" may be substituted. Sections for 110 feet to 140 feet trusses shall be 24"! x 1.219". 17. 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" or ASTM A500, Grade B HSS 6 5/8"x 0.432". 18. Web s shall be ASTM A36 l 5"x 5"x 7/16" or l 5" x 5"x 1/2". 19. 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. 21. The estimated weight of the truss is 195 lbs/ft During the erection process the minimum number of bolts required to be installed prior to letting traffic resume under the erected truss shall be: 2 bolts Camber minimum per chord-column connection plate for span lengths between 50 and 105, and 4 bolts minimum per chord-column connection plate for span lengths between 110 and 140. No signs shall be erected until all bolts are installed. 1/2 Span 1/2 Span Warpage in the base plate shall not exceed 1/16" per foot. CAMBER DIAGRAM NOT TO SCALE 2 OF 10 NOTE: THE ORIGINAL SIGNED COPY IS KEPT ON FILE AT THE.
3 Column cap (See details sheet 10 of 10) A 1/4" Cap 3/4" Plate Top truss chord See Detail A Level 45 l5 x 5 x 7/16 3/4" Plate 3-3 3/4" 2-5 1/4" \ Top chord l5 x 5 x 7/16 s Bott truss chord 8-0" For 110 to 140 truss 6-0" For 50 to 105 truss Back truss chord \ Truss chord 8-1 5/8" Clear between plates 6-1 5/8" Clear between plates B B 26 - (Max.) \ Gusset plates 6" 6" A \ Bottom Chord 5/8" Plate 1/4 (Typ.) 1/4 12" /2" for 8-1/4 1/4 (Typ.) (110 to 140 Truss) (50 to 105 Truss) Optional splice 6 1/2" 0" Truss depth 2-7" for 6-0" Truss depth VIEW A-A Wrap weld around outside edge, Stop 1/4" short of corner clip Base plate 30 RIGHT COLUMN 3/8" TRUSS CONNECTION DETAIL (LEFT COLUMN SIMILAR) (Web members and connection plates omitted for clarity) DETAIL OF OPTIONAL 1/4"x 2" Plate or std. chill ring BUTT-WELDED SPLICE NOT TO SCALE 3 OF 10 NOTE: THE ORIGINAL SIGNED COPY IS KEPT ON FILE AT THE.
4 5/8" Plate 1-3/4" 3/8 3/8 3/4" 12" 1/2" & bottom of > & gusset > DETAIL A 3-4" " 6" \ Plate 1/2" \ Bolts 24"! Pipe 15/16"! 1-1/2" 2-1/2" 1 3/4" 1 3/4" 4 3/4" 4 3/4" 1-3/4" 6 1/2" 3-5 1/2" for 8-0" Truss depth 2-7" for 6-0" Truss depth 3-1/2" Plate Washer Detail (2-1/2" x 3-1/2" x 5/16") SECTION B-B (Web members and connection plates omitted for clarity) Truss chord \ 3/4" Plate and \ truss chord 2 1/8"x 15/16" Slotted hole A plate washer is required under the 1-2 1/2" nut. ASTM F436 flat washers required under the bolt head and the nut /2" 4" 4" 4" 4" 4" 4" 2-0"! /4" 1 3/4" 4 3/4" 4 3/4" 2" \ 3/4" Plate 1 3/4" 9 1/2" 15/16"! Hole (typ.) " for 8-0" Truss depth 3 - for 6-0" Truss depth CHORD-COLUMN CONNECTION PLATE DETAILS 4 OF 10 NOTE: THE ORIGINAL SIGNED COPY IS KEPT ON FILE AT THE.
5 5/16 Column 3/8 3/8 30 Continuous 1/4 5/8 5/8 Back up ring 1/4"x min Base plate Stiffener plate DETAIL B 1/4" Wrap weld around outside edge stop weld 1/4" around corner clip 1-4 1/2" See Detail C Stiffener plate (typ.) See Detail B Leveling nut 4" 7" \ Anchor bolt Drilled shaft SECTION C-C 1/4" Weld and Column wall grind smooth Drilled shaft \ 32"! Bolt circle DETAIL C C C 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 NOT TO SCALE 5 OF 10 NOTE: THE ORIGINAL SIGNED COPY IS KEPT ON FILE AT THE.
6 1/4" See Detail C 1 - (sheet 5) Plate See Detail B (sheet 5) Leveling nut 6" Anchor bolt Drilled shaft SECTION D-D Drilled shaft \ 36"! Bolt circle D D /16"! Holes for 2"! bolts 6"! Hole Column O.D. 24" Base plate 42"! x PLAN VIEW 42" BASE PLATE 6 OF 10 NOTE: THE ORIGINAL SIGNED COPY IS KEPT ON FILE AT THE.
7 \ Top chord Top truss chord E \ Connection " For 110 to 140 span 6-0" For 50 to 105 span 4-0" For 4-0" For 110 to 140 span 110 to 140 span 3-0" For 3-0" For 50 to 105 span 50 to 105 span plates \ Truss \ Bottom chord 8-0" For 110 to 140 span 6-0" For 50 to 105 span 30 \ Connection plates E F Back truss chord \ Connection plates F Bottom truss chord /8" For 8-0" truss depth 5-2 3/8" For 6-0" truss depth TYPICAL SECTION OF TRUSS \ Span (odd \ Span (Even number of panels) number of panels) See Detail D \ Back truss chord 6-0" or 8-0" See Detail E See Detail F s \ Top truss chord VIEW E-E (VIEW F-F SIMILAR) See Detail J See Detail G \ Top truss chord See Detail H s 6-0" Or 8-0" \ Bottom truss chord See Detail K \ Span (Odd \ Span (Even number of panels) number of panels) See Detail L FRONT OF TRUSS ELEVATION NOT TO SCALE (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 \ Bolts \ Bolts 2 1/4" 1-8" DETAIL D DETAIL E Column connection > \ Bolts (see details sheet 4 of 10) plate shown skewed to plane of view \ Bolts (typ.) DETAIL F DETAIL G Column connection > (see details sheet 4 of 10) 90 \ Bolts \ Bolts DETAIL H DETAIL J 2-6" \ Bolts \ Bolts DETAIL K DETAIL L Dimension typical for all connection details. See sheet 9 of 10 for alternate connection details. 8 OF 10 NOTE: THE ORIGINAL SIGNED COPY IS KEPT ON FILE AT THE.
9 1 3/8" 8" 4" of 1 3/8" 4" 8" of ALTERNATE DETAIL D ALTERNATE DETAIL E of Column connection > (See details sheet 4 of 10) plate shown skewed to plane of view of ALTERNATE DETAIL F ALTERNATE DETAIL G Column connection > (See details sheet 4 of 10) 6" 90 of of ALTERNATE DETAIL H ALTERNATE DETAIL J of 2-6" of ALTERNATE DETAIL K ALTERNATE DETAIL L Dimension typical for all connection details. NOT TO SCALE 9 OF 10 NOTE: THE ORIGINAL SIGNED COPY IS KEPT ON FILE AT THE.
10 7 = 1-9" 2 3/16" G 7/8"! Bolt w/lock washer 3 13/16" G 3 = 9" 3 = 9" 1/8" Max. gap between pipes \ Splice ELEVATION l6 x 6 x 1/2 7/8"! Bolt w/lock washer SECTION G-G CHORD SPLICE CONNECTION DETAILS 3/16" 1/4" Plate PLUG DETAIL (USE AT EACH END OF BACK CHORD) L1 1/2 x 1 1/2 x 1/4 9/16"! Hole tack weld 1/2" hex nut or tap hole in for 1/2"! bolt 1/2" Hex head bolt 1/4" Cap plate 1/4" 1/2" SECTION H-H H H COLUMN CAP DETAIL 10 OF 10
TYPE J (20 FT - 40 FT) MICHIGAN DEPARTMENT OF TRANSPORTATION 10-0" 7-6" NOTE: sheet 5 & 6 of 10) DEPARTMENT DIRECTOR. Kirk T.
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
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
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
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
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
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 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
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"
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-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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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,
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)
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
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
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
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
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
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,
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"
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
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
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
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:
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,
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
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
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.
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
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
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
CARRIER OVERHANG 1'-0" MAX PANEL LENGTH 3'-0" MIN - 16'-0" MAX (RECOMMENDED) SPECIFICATIONS (unless noted otherwise)
DETAIL 5 32 5 " 27 32 " 6" OPTIONAL FLAT RECESSED CLOSURE 1 1 4 " 17 32 " 1 25 32 " OPTIONAL BUTTERFLY CLOSURE CARRIER OVERHANG 1'-0" MAX CARRIER SPAN 4'-0" 12 GA HANGER WIRE, BY OTHERS, NOT BY HUNTER
Attachment of Residential Deck Ledger to Side of Metal Plate Connected Wood Truss Floor Ladder. Installation Instructions Revised 9/2/2016
Attachment of Residential Deck Ledger to Side of Metal Plate Connected Wood Truss Floor Ladder Installation Instructions Revised 9/2/2016 SBCA has been the voice of the structural building components industry
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
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
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
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
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
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
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
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
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
1.1 SUMMARY. A. This Section includes the following: 1. Loose steel lintels. 2. Shelf angles. 3. Metal floor plate. 4. Pipe bollards.
PART 1 - GENERAL 1.1 SUMMARY A. This Section includes the following: 1. Loose steel lintels. 2. Shelf angles. 3. Metal floor plate. 4. Pipe bollards. B. See Division 5 Section "Pipe and Tube Railings"
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
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
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
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
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
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
SKT-SP Tangent Terminal
Assembly Instructions for metric SKT-SP Tangent Terminal & FLEAT-SP Flared Terminal SP Standard Post System Guardrail Terminals ROAD SYSTEMS, INC. P. O. Box 2163 Big Spring, Texas 79721 Phone: (432) 263-2435
3" SIDEBAR CHEVY TRAVERSE/GMC ACADIA/07-10 SATURN OUTLOOK/07-09 BUICK ENCLAVE (EXCL BUICK ENCLAVE)
PARTS LIST: 1 Driver/Left Sidebar 6 s 1 Passenger/Right Sidebar 6 12mm ID x 32mm OD x 3mm Flat Washers 1 Driver/Left Mounting 6 s 1 Passenger/Right Mounting 4 10mm Lock Washers 1 Driver/Left Mounting 4
A. Suggested Tool List
These instructions are intended to be a basic guide to the installation and assembly of plate structures. Job site specific conditions may require other procedures. A Statement on Safety The assembly procedure
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
Installation Instructions - Model V4JSD 1
Installation Instructions - Model V4JSD 1 Support Assemblies: Parts list: (Note see enclosed cut sheet for quantities and dimensional information) A vertical structural member (1 ½ x 1 ½ modular frame)
Procedure for Wrench Calibration and Snug Tightening
Procedure for Wrench Calibration and Snug Tightening 1. Scope: This procedure provides the method for calibration of a manual torque wrench or an adjustable impact wrench and the snug tightening procedure
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
VIEWPOINT ALUMINUM RUNNING BOARD TOYOTA RAV4
PARTS LIST: VIEWPOINT ALUMINUM RUNNING BOARD 1 Driver/Left Running Board 4 10-1.5mm x 50mm T-Bolt 1 Passenger/Right Running Board 12 10mm Plastic Retainers 1 Driver/Left Bracket 2 10-1.50mm x 40mm Hex
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
Multi-Stage ASSEMBLY INSTRUCTIONS ST-8100 SERIES. 125 TAYLOR PARKWAY ARCHBOLD, OH PHONE: (419) FAX: (419)
125 TAYLOR PARKWAY ARCHBOLD, OH 43502 PHONE: (419) 445-8915 FAX: (419) 445-0367 www.biljax.com Multi-Stage ST-8100 SERIES ASSEMBLY INSTRUCTIONS ALL DRAWINGS ARE FOR ILLUSTRATION ONLY. PRINTED IN U.S.A.
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
4832A Installation Sheet Part List
4832A Installation Sheet Part List (1) 4016A-43-003 Qty 1- (2) 4016A-43-002 Qty 1- (3) 4016A-43-001 Qty 2- (4) 4016A-10-005 Qty 1- (5) 4016A-43-004L Qty 1- Mounting Bolt Kit (A) (K) Qty 2 - Qty 6 - M10
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
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
10-1.5mm x 40mm Hex Bolt 1 Driver/Left Front Inner Support Bracket (2WD & 4WD Vehicles W/O Skid Plate Only) 2
PARTS LIST: 3" ROUND SIDEBARS 1 Driver/Left sidebar 4 12mm x 32mm OD x 3mm Flat Washer 1 Passenger/Right sidebar 4 12mm x 24mm OD x 2.5mm Flat Washer 1 Driver/Left Mounting Bracket 6 12mm Lock Washers
Factory Assistance: Phone: Fax: Page 1
CABLE RUNWAY ACCESSORIES Radius Drop / Stringer Drop Provides 3 bend radius Radius drop fits 6, 12 and 18 runway made from 1-1/2 x 3/8 tubing Steel construction Includes (3) cable spools, (1) bolt, (1)
10-1.5mm x 40mm Hex Bolt 1 Driver/Left Front Inner Support Bracket (2WD & 4WD Vehicles W/O Skid Plate Only) 2
PARTS LIST: 1 Driver/Left sidebar 4 12mm x 32mm OD x 3mm Flat Washer 1 Passenger/Right sidebar 4 12mm x 24mm OD x 2.5mm Flat Washer 1 Driver/Left Mounting Bracket 6 12mm Lock Washers 1 Passenger/Right
INSTALLATION INSTRUCTIONS
TEL:1-866-XANATOS INSTALLATION INSTRUCTIONS PART # RN-FOF1SCC-09-91 CUTLASS RUNNING BOARDS PARTS LIST: 5 STAINLESS AND ALUMINUM SIDEBARS 2 Left or right Sidebars 10 8-1.25mm x 30mm Hex Bolts 2 Driver/Left
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
MECHANICAL BACK FASTENED SYSTEMS INSTALLATION DATA
MECHANICAL BACK FASTENED SYSTEMS INSTALLATION DATA 7/16 PETRARCH ARCHITECTURAL WALL PANELS APPLIED OVER A STUDWALL BY MEANS OF A FIELD ASSEMBLED BACK FASTENED SYSTEM DESIGN CONCEPT 7/16 panels may be installed
8' x 22' Cash Hut INSTALLATION INSTRUCTIONS
PARTS IST J I G A A J I C F D E B B K H A A K H G A Posts w/ Feet (4pcs) J eft End Panels (Front & Back) [4'3"x7'8"] (2pcs) B 22' Peak Trusses (2pcs) K Right End Panels (Front & Back) C 8' Centre Truss
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
14000 I/O Series Flush Glaze. Fabrication and Installation Instructions
14000 I/O Series Flush Glaze Fabrication and Installation Instructions Last saved on 12/18/2009 Table of Contents GENERAL CONSTRUCTION NOTES...3 EXTRUDED ALUMINUM PARTS...4 ACCESSORIES...5 OVERVIEW...6