Attachment 5 Bldg 4278 As Built Drawing 2.pdf

358 KB Posted

Attached to
Fall Restraint System Service
Solicitation number
FA301025Q0020
Issued by

About this file

Written by GovTribe AI ·

This document is an architectural drawing set containing detailed technical schematics for a structural system, specifically focused on fall restraint and crane connection details. The drawings include multiple section views and connection details at various scales, featuring annotations for structural elements such as beam connections, crane mounting points, and fall arrestor systems. The technical drawings appear to be part of the construction documentation for Building 4278, which corresponds to the Fall Restraint System Service solicitation by the Department of the Air Force Air Education and Training Command. The drawings provide precise engineering specifications for structural connections, support structures, and safety system integration, with detailed annotations indicating measurements, materials, and specific installation requirements for different structural components and connection points.

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Attachment 6 Bldg 4217 As Built Drawings.PDF PDF
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Attachment 3 Bldg 4278 As Built Drawings.pdf PDF
Attachment 5 Bldg 4247 As Built Drawings.pdf PDF
Attachment 3 Bldg 4254 As Built Drawing 3.pdf PDF
Attachment 4 Bldg 4278 As Built Drawing 1.pdf PDF
Attachment 9 Bldg 4217 As Built Drawing 1.PDF PDF
Attachment 8 Bldg 4247 As Built Drawing 3.pdf PDF
Solicitation - FA301025Q0020.pdf PDF
Question and Answer v1.pdf PDF
Attachment 6 Bldg 4247 As Built Drawing 1.pdf PDF
Attachment 7 Bldg 4247 As Built Drawing 2.pdf PDF
Attachment 1 Bldg 4254 As Built Drawing 1.pdf PDF
Attachment 2 Bldg 4254 As Built Drawing 2.pdf PDF
Attachment 1 PWS Fall Restraint System.pdf PDF
Attachment 2 Wage Determination - Rev 26 - Dated 14 May 2025.pdf PDF
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FOR CONSTRUCTION

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AutoCAD SHX Text SHOP WELD L4"x4"x " 38" TO MC18/COL, ATTACH TO GIRT W/ 2- " 34" HS BOLTS

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100% PREQUALIFIED WELD

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COL

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WELD TO COL

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BOLTS

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NOTCH MC18, SIMILAR

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CONNECTION @ SPLICE

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IN MC18

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COL

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CONNECTION

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GIRT TO COL

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JOIST MANUFACTURER TO PROVIDE

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STIFFENER CENTERED OVER HANGER

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TYPICAL 2 EA JOIST

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SEE PLAN

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CRANE VENDOR

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BY BRIDGE

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NO SCALE

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BRIDGE CRANE CONNECTION DETAIL

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DLH JOISTS

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PLAN DETAIL

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SXXX

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BY JOIST

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MANUFACTURER

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CRANE RAIL TO JOIST

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CONNECTION BY CRANE

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VENDOR

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TYP EA SIDE & EA END,

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CONNECT W/ 2 - 3/4"%%C

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A325 THRU BOLTS

AutoCAD SHX Text BOTTOM CHORD OF LH JOIST 4x4x3/8xO'-6" BENT PLATE SHOP WELD TO HSS HSS 8x4x SEE PLAN12 SEE PLAN

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58" A36 BOLTSW/ WASHERS

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AutoCAD SHX Text IF BEAM CAN NOT BE ADJUSTED TO CLEAR CONFLICT WITH DIAG. CONNECTION MAY BE FIELD WELDED AS OPTION

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BEAM CONNECTION

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FALL ARRESTOR

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HOLES @ 18"

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#12 SCREWS @ 6"

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W/ ARCH. DWG'S.

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FIRE STOP, COOR.

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THIS DETAIL TYP. @ NON-LOAD

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BEARING WALLS PARALLEL W/

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ROOF SLOPE

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EXP. ANCHORS

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CONT. BOND BEAM

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#5 TOP & BOT.

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REINF. (TYP)

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(MIN)

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TYP SECTION

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SXXX

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EL. 27'-7"

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JST BRG

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BEAM SEE PLAN

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JOIST SEE PLAN

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BRACE BEAM @

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ALTERNATE JOIST

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COOR W/ ARCH

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EL. 20'-8"

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VERIFY W/

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JST MANUFACTURER

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COILING OVERHEAD DOOR COORD. W/ EQUIP AS PURCHASED

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C15 CONNECT TO COLUMN BEYOND

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4- " BOLTS34" BOLTS

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EL. 24'-8"

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C10 GIRT

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EL. 20'-8"

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SECTION

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JOIST SEE PLAN

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TOP OF JOIST

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EL. VARIES

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EL. 12'-8"

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FOR CLOSURE SEE

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ARCH PLANS

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EL. 12'-8"/14'-4"

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JST BRG SEE PLAN

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EMBEDDED PLATE

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CONT. " BENT P316" BENT P

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TYP EA

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JOIST

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#5 CONT.

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WIND BRACING

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SECTION

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EL. 12'-8"

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JST BRG

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CONT. " BENT P316" BENT P

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TYP EA

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JOIST

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WIND BRACING

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TYP SECTION

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JOIST SEE

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EL. COORD.

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W/ ARCH

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FOR DECK EDGE SUPPORT

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SEE

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METAL DECK

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PLAN

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#5 CONT.

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BOTTOM CHORD EXTENSION @ ALT. JOISTS TYP

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FOR CMU LINTEL

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SEE SHT S001

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VENEER SEE ARCH

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VENEER SEE ARCH

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W16 SEE PLAN

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SECTION

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OVERSIZE POCKET - SET JOIST

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& SHIM TO ALIGN, WELD TO

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EMBED PLATE. GROUT POCKET

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AFTER GROUTING SOLID

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#5 CONT

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BREAK OUT CMU AS REQ'D

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FOR CONT #5, GROUT SOLID

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JOIST, SEE PLAN

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VENEER, COOR W/

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ARCH DWG'S (TYP)

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VENEER, COOR W/

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ARCH DWG'S (TYP)

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CONT. " BENT P316" BENT P

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AutoCAD SHX Text 5"

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AutoCAD SHX Text SHOP WELD L6x4x5/16x0'-4" TO C6 AND BOLT TO GIRT

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58" SAG ROD (TYP) SEE ELEVATIONS

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CONT (TYP)

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AutoCAD SHX Text 2 - #5's CONT.

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AFTER ERECTION

AutoCAD SHX Text 5/8"%%c x 6" HS, CONNECT

AutoCAD SHX Text +1/16"x BOLT%%C+3/4"CLR

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4 - #5'S IN SOLID

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GROUTED CELLS

AutoCAD SHX Text P 8"x6"x3/8" W/4 -

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W/3/4"%%C A307 BOLTS

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ON GAUGE LINE BOLT%%C

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SLOTTED HOLE IN BEAM

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BUR THREADS W/CHISEL

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TOP W BEAM

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EL. 12'-8"

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EXTEND & CONNECT TO

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CMU @ ENDS

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TYP SECTION

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KEESLER AIR FORCE BASE,

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FUEL CELL MAINTENANCE HANGAR

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NAVFAC DRAWING NO.

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CONSTRN. CONTR. NO.

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RECORD DRAWING DATE

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SHEET

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OF

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SPEC. NO.

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DRAWING SIZE:

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CODE I.D. NO.

AutoCAD SHX Text 06-99-0881/0009

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APPROVED

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MISSISSIPPI

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DRAWING REVISIONS

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EFD FOR COMMANDER, NAVFAC

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DATE

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DATE

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BULLOCK TICE ASSOCIATES

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PENSACOLA, FL. 32501

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909 E. CERVANTES ST., SUITE. B

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SUBMITTED BY (FIRM MEMBER-TITLE):

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J MALLETT

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SUPV

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DSGN

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DR

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CHK

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CH ENGR

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J MALLETT

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TECHNICAL BRANCH

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FPE

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J MALLETT

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J STOKES

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JON MOLLOY, VICE PRESIDENT

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SECTIONS AND DETAILS

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Sheets and Views
S-505-S-505

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