Hanger Drawing.pdf
PDF 2 MB Posted
- Attached to
- CONSTRUCT AIRCRAFT HANGER WALTERBORO
- Solicitation number
- 5400021926
- Issued by
- Colleton County, South Carolina
About this file
Hanger Drawing Summary
This file is a set of structural engineering drawings for a 50' x 50' pole building aircraft hangar to be constructed in Walterboro, South Carolina, prepared by Timmerman Structural Engineering Group. The drawings, dated March 2, 2021, with revisions as of July 13, 2021, comprise four sheets containing foundation and roof framing plans, wall sections, and detailed specifications for the hangar structure. The project, identified as Job Number KWT 21-107, includes a foundation plan at 3/16" = 1'-0" scale showing 8x8 and 10x10 treated wood posts with 24" x 48" deep and 36" x 6' deep concrete pier foundations, along with a roof framing plan detailing pre-manufactured wood trusses with 2x6 roof purlins spaced at 24" on-center. The specifications encompass wood structural members constructed of Southern Yellow Pine (#2 or better), all exposed fasteners to be galvanized, and ground contact treated poles, with all work executed in accordance with the 2018 International Building Code and ASCE 7-10 standards.
The structural design criteria establishes a basic design wind velocity of 130 mph, a ground snow load of 10 psf, seismic design category D, and standard live loads of 20 psf for roof systems and 100 psf for concrete floors. Concrete specifications require minimum compressive strength of 3,000 psi at 28 days, with slab-on-grade reinforced with W6x6-W1.4 x W1.4 wire fabric. The design assumes an allowable soil bearing pressure of 2,000 psf and lateral pressure of 400 psf per foot depth in the absence of geotechnical services; the contractor is responsible for conducting necessary geotechnical investigation, site dewatering, and modifications to address subsurface anomalies. Key contractor responsibilities include providing adequate framing to attach hangar doors and frames, designing and erecting temporary bracing, and obtaining wood truss components designed for specified wind speeds, live loads, and snow loads as appropriate to local building codes.
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| File | Type | Posted |
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| Solicitation.docx | DOCX document |
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March 2nd. 2021
TAP
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21-107
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FOUNDATION &
ROOF FRAMING PLAN
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%%UFOUNDATION PLAN
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SCALE: 3/16" = 1'-0"
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%%UFOUNDATION PLAN NOTES
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%%UROOF FRAMING PLAN
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AutoCAD SHX Text %%uDENOTES PRE-MANUFACTURED WOOD TRUSS
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EXISTING CONCRETE SLAB
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EXISTING CONCRETE SLAB
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%%UEDGE OF
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%%UEDGE OF
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%%UEXISTING SLAB
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RIDGE
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RIDGE
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RIDGE
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%%UDENOTES HANGAR DOOR - SEE MANUFACTURER /
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%%USUPPLIER FOR SIZE, TYPE & ATTACHMENT
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%%UREQUIREMENTS.
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DENOTES COLUMN FOOTING DESIGNATION - SEE THIS
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FOR SIZE & LOCATIONS.
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PLAN SHEET.
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WOOD COLUMN DESIGNATION - SEE
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DENOTES CONCRETE PIER - SEE THIS SHEET FOR SIZE
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AND LOCATIONS.
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TO REMAIN
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NOTE: ADDITIONAL FRAMING WILL BE
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REQUIRED DEPENDING ON THE DOOR / FRAME
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REQUIREMENTS. CONTRACTOR TO PROVIDE
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ADEQUATE FRAMING IN HIS / HER BID TO
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ADEQUATELY ATTACH DOOR / FRAME TO
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SURROUNDING STRUCTURE.
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STEEL BEAM TO SUPPORT LATERAL LOADS FROM DOOR.
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MODIFY SLAB EDGE CONDITION PER DOOR REQUIREMENTS
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TIMMERMAN
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ENGINEERING
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STRUCTURAL
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SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0"
WALL SECTION AT GABLE END
ALONG COLUMN LINE "F"WALL SECTION AT POST / TRUSS
Designed By:
Drawn By:
Checked By:
Date:
Job Number:
Drawing Title:
Scale:
Sheet Number
Sheet of 4
March 2nd. 2021
TAP
KWT
21-107
Jo b
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S200
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WALL SECTIONS
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%%UBOTTOM CHORDS & WEB MEMBER
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%%ULOCATIONS & SIZES.
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%%USPACING & LOCATIONS.
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%%UFASTEN PANEL PER MANUFACTURER'S
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%%U26 GAGE (MIN.) METAL ROOF PANELS
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BOARD ASSEMBLY
TYPICAL ENDWALL GIRT AND SKIRT
ROOF PURLIN CONNECTION
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(END CONDITION) (AT INTERMEDIATE TRUSS)
SECTION THRU HEADER
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W12x26 ATTACHMENT AND
FOUNDATION DETAIL
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Drawn By:
Checked By:
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Scale:
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Sheet of 4
March 2nd. 2021
TAP
KWT
21-107
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TOP OF
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AutoCAD SHX Text %%U4"x4"x10'-0" TREATED WOOD POST
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%%U(EMBED 2'-0" BELOW SLAB)
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%%UBLOCKING
AutoCAD SHX Text %%uCONC. SLAB
AutoCAD SHX Text %%U2"x6" FLAT
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NO SCALE
AutoCAD SHX Text %%U2x WALL GIRT
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%%U(SPLICE @ POST)
AutoCAD SHX Text %%uNOTCH SKIRT BOARD
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SKIRT BOARD
AutoCAD SHX Text %%uTREATED
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TOP OF SLAB
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BLD'G HEIGHT
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B.O. TRUSS
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%%UFRAMING.
AutoCAD SHX Text %%U2"x6" FRAMING
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%%UTO SUPPORT
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SKIRT BOARD
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%%UWINDOW
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%%UFULL HEIGHT
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NOTE:
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THE CONTRACTOR MAY INSTALL AN ADDITIONAL
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WALL GIRT(S) ABOVE OR BELOW THE WINDOW
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OPENINGS TO TAKE THE PLACE OF THE CUT GIRT(S).
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THIS OPTION ALLOWS FOR THE REMOVAL OF THE
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WINDOW.
AutoCAD SHX Text %%U2"x8" TREATED SKIRT BOARD
AutoCAD SHX Text %%UNAILED TO POST W/ (3) ?d NAILS
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%%UEACH END. SPLICE @ POST.
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%%UEXTEND POST INTO HOLE
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%%UBELOW SKIRT BOARD.
AutoCAD SHX Text %%U2"x6" WALL GIRT (SPLICE
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%%U@ POST) - SEE WALL GIRT
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%%UASSEMBLY FOR NAILING.
AutoCAD SHX Text %%uPRE-MANUFACTURED
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%%UWOOD TRUSS
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%%U3/4" DIA. THRU BOLTS @
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%%UTRUSS & POST CONNECTION.
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%%UTREATED WOOD POST
AutoCAD SHX Text %%uGANG NAIL PLATE
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%%USPLICE @ TRUSS
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%%UNEAR SIDE & FAR SIDE SIDE
AutoCAD SHX Text %%U2x6 (1'-4" LONG) WOOD HAUNCH
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%%UBEARING POST.
AutoCAD SHX Text %%U2"x6" WALL GIRT (SPLICE
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%%U@ POST) - SEE WALL GIRT
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%%UASSEMBLY FOR NAILING.
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%%UNAILED TO POST
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%%UOMITTED FOR CLARITY
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%%UTREATED WOOD POST
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%%USEE PLAN FOR SIZE
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%%U& LOCATION.
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%%UEND WALL WOOD TRUSSES
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%%U3/4" DIA. CARRIAGE
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%%UBOLT @ END WALL TRUSS
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%%U& POST CONNECTION.
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%%UTREATED WOOD POST
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%%UTO POST BETWEEN WALL GIRTS
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%%UFOR METAL TRIM ATTACHMENT
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%%U(OPTIONAL) NOT SHOWN FOR
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%%UCLARITY.
AutoCAD SHX Text %%U2"x6" WALL GIRT (SPLICE
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%%U@ POST) - SEE WALL GIRT
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%%UASSEMBLY FOR NAILING.
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%%USPLICE @ TRUSS
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%%UBEARING POST.
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%%UOMITTED FOR CLARITY
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AutoCAD SHX Text %%UW/ (10) 16d NAILS
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%%UNEAR SIDE & FAR SIDE SIDE
AutoCAD SHX Text %%U2x6 (1'-4" LONG) WOOD LEDGER
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%%UNAILED TO POST
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%%UROOF TRUSSES
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SEE PLAN
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%%UEXISTING SLAB
AutoCAD SHX Text %%U@ 24" O.C.
AutoCAD SHX Text %%u2x6 ROOF PURLINS
AutoCAD SHX Text %%uSIDING
AutoCAD SHX Text %%uMETAL
AutoCAD SHX Text %%uSKIRT BOARD
AutoCAD SHX Text %%u2x8 TREATED
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%%USEE WINDOW AND
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SEE PLAN
AutoCAD SHX Text %%uGIRT, TYP.
AutoCAD SHX Text %%u2x6 WALL
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%%UDOOR DETAILS.
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4/12 SLOPE
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TYP.
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3/4" BOLTS
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WALL GIRTS
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2X8 NAILER
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3/8" THRU BOLTS @ 16" O.C.
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DOUBLE TRUSS DESIGNED BY TRUSS SUPPLIER TO GRAVITY LOADS FROM DOOR
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1/2" CARRIAGE BOLTS @ 16" O.C.
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WOOD ROOF TRUSS
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DOUBLE TRUSS DESIGNED BY TRUSS SUPPLIER TO GRAVITY LOADS FROM DOOR
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1/2" CARRIAGE BOLTS @ 16" O.C.
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WOOD ROOF TRUSS
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WELD
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SECTION
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SECTION
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SECTION
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1' - 4" HAUNCH
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3/4" CARRIAGE BOLTS
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DOUBLE TRUSS DESIGNED BY TRUSS SUPPLIER TO GRAVITY LOADS FROM DOOR
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WOOD ROOF TRUSS
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WALL GIRTS
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SECTION
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CHANNEL
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5/8" HOLE
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6' DEEP FOUNDATION
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1" THICK PLATE
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NON SHRINK 7000 PSI GROUT
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1" ANCHOR BOLT
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EXTERIOR PANEL
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CAP PLATE
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BASE PLATE
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ATTACH COLUMN TO BAS PLATE WITH FULL MOMENT WELD
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STEEL COLUMN
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NUTS TYP.
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1" ROD
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(12) #6 BARS EQUALLY SPACED
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#3 TIES (ROUND)
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DOOR
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1/2" BOLTS @ 16" O.C.
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SIDE ATTACHMENT OF DOOR
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TIMMERMAN
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ENGINEERING
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STRUCTURAL
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Designed By:
Drawn By:
Checked By:
Date:
Job Number:
Drawing Title:
Scale:
Sheet Number
Sheet of 4
March 2nd. 2021
TAP
KWT
21-107
Jo b
Ti tle
S300
W al te rb or o, S C
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WALL SECTIONS
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%%USTRUCTURAL DESIGN CRITERIA
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1. APPLICABLE BUILDING CODES:
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2018 INTERNATIONAL BUILDING CODE
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ASCE 7-10 MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES
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ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE
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2. RISK FACTOR: II
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3. LIVE LOADS:
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FLOOR:
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CONCRETE FLOORS ........ 100 PSF
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ROOF:
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ORDINARY PITCHED ROOF SYSTEMS ....... 20 PSF
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4. BASIC LATERAL SYSTEM:
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CANTILEVERED COLUMN SYSTEM
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WOOD ORDINARY CANTILEVERED COLUMN R=1.25
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5. DEAD LOADS: USE ACTUAL LOADS OF ALL BUILDING MATERIALS
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6. WIND LOADS:
AutoCAD SHX Text BASIC DESIGN WIND VELOCITY .... V = 130 MPH (Vasd = 101 MPH)
AutoCAD SHX Text WIND IMPORTANCE FACTOR (Iw) .......... 1.0
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WIND EXPOSURE CATEGORY ................. B
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INTERNAL PRESSURE COEFFICIENTS:
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ENCLOSED BUILDING +/- 18%%%
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PARTIALLY ENCLOSED +/- 55%%%
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OPEN BUILDING +/- 0%%%
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REQUIREMENTS.
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- GARAGE DOORS SHOULD RATED FOR LOCAL WIND SPEED.
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7. SNOW LOADS:
AutoCAD SHX Text GROUND SNOW LOAD (PSF) .... Pg = 10 PSF
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8. SEISMIC LOADS:
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SOIL SITE CLASS .................... D
AutoCAD SHX Text IMPORTANCE FACTOR (Ie) .... 1.0 (FOR RISK II)
AutoCAD SHX Text SPECTRAL RESPONSE ACCELERATIONS .... Ss = 1.2 S1 = 0.5
AutoCAD SHX Text SPECTRAL RESPONSE COEFFICIENTS ..... Sds = 0.72 Sd1 = 0.5
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SEISMIC BUILDING DESIGN CATEGORY ... D
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RESPONSE MODIFICATION FACTOR ... R = 1.25
AutoCAD SHX Text SEISMIC RESPONSE COEFFICIENT ... Cs = 0.58
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DESIGN BASE SHEAR .............. V = 18 KIPS
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STRUCTURAL/GENERAL NOTES:
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1. AS PART OF MEANS AND METHODS, THE CONTRACTOR IS SOLELY RESPONSIBLE FOR
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THE DESIGN AND ERECTION OF TEMPORARY BRACING FOR THE PROJECT.
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2. IT IS UP TO THE CONTRACTOR TO BE AWARE OF ANY EXISTING AND/OR NEIGHBORING SITE
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CONDITIONS WHICH MAY HAVE A BEARING ON THE CONSTRUCTION COST, MEANS AND METHODS,
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AND WORKING CONDITIONS FOR THIS PROJECT.
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3. THE CONTRACTOR SHALL DETERMINE SIZES AND LOCATIONS OF ALL SLOTS, PIPE SLEEVES, AutoCAD SHX Text ANCHOR BOLTS, ETC. AS REQUIRED FOR ALL TRADES PRIOR TO CONSTRUCTING THAT PORTION OF
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THE PROJECT.
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4. THE CONTRACTOR SHALL CONSTRUCT THIS PROJECT IN ACCORDANCE TO ALL APPLICABLE
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BUILDING CODES AND SAFETY STANDARDS AND/OR REGULATIONS.
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GEOTECHNICAL:
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1. THIS FOUNDATION DESIGN IS BASED ON AN ASSUMED ALLOWABLE SOIL BEARING PRESSURE
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OF 2000 PSF AND AN ALLOWABLE LATERAL PRESSURE OF 400 PSF PER FT DEPTH. THESE ARE
AutoCAD SHX Text TYPICAL FOUNDATION DESIGN ASSUMPTIONS MADE IN THE ABSENCE OF GEOTECHNICAL SERVICES.
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2. CONTRACTOR IS RESPONSIBLE FOR PROTECTING ALL EXCAVATIONS AND SLOPES.
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3. THE CONTRACTOR SHALL MAKE ADEQUATE PROVISIONS FOR DIVERTING/PUMPING ALL FORMS
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OF WATER FROM THE WORKING AREA OF THE SITE. DEWATERING THE SITE AND FOUNDATION
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EXCAVATIONS IS CONSIDERED PART OF THE SLAB AND FOUNDATION PREPARATION FOR THE
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PROJECT.
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4. GEOTECHNICAL SERVICES SHALL BE OBTAINED IN THE DISCOVERY OF BURIED TRASH, DEBRIS
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AND/OR SOFT AREAS OR ANY OTHER SUBSURFACE ANOMALY FOUND UNDER THE BUILDING SITE
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WHETHER PLACED THERE OR NATURALLY OCCURRING. THESE STRUCTURAL DRAWINGS WILL DO
AutoCAD SHX Text REFLECT FIELD CONDITIONS PERTAINING TO TRASH, DEBRIS, ANOMALIES, ETC. THE CONTRACTOR
AutoCAD SHX Text SHALL REMOVE AND/ OR MODIFY EXISTING SOILS AS DIRECTED BY A GEOTECHNICAL ENGINEER.
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5. GROUNDWATER PROCEDURE: WITH THE POLE IN PLACE, STANDING WATER IN THE SUPPORT
AutoCAD SHX Text POLE FOUNDATIONS SHALL BE PUMPED OUT AND DRY "SAKRETE" IMMEDIATELY PLACED IN LIFTS
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IN THE EXCAVATION TO GROUND LEVEL.
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CONCRETE:
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1. ALL CONCRETE AND REINFORCING BARS SHALL BE INSTALLED IN ACCORDANCE TO
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STANDARDS SET FORTH BY THE LATEST EDITION OF ACI-318.
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2. ALL CONCRETE SHALL HAVE A MINIMUM CONCRETE COMPRESSIVE STRENGTH OF 3000 PSI
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AT 28 DAYS.
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3. THE CONTRACTOR SHALL TAKE ADDITIONAL PRECAUTIONS WHEN CONCRETE IS TO BE PLACED
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AND CURED DURING COLD OR HOT WEATHER. THE CONTRACTOR SHALL FOLLOW THE
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RECOMMENDATIONS PRESCRIBED BY THE AMERICAN CONCRETE INSTITUTE FOR COLD OR HOT
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WEATHER CONSTRUCTION.
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4. NO ADDITIONAL WATER SHALL BE ADDED TO THE CONCRETE ABOVE THAT PRESCRIBED IN
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THE MIX DESIGN.
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5. EXTERIOR CONCRETE PADS SHALL BE SIZED AND LOCATED PER THE PROJECT
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REQUIREMENTS, EQUIPMENT SPECIFICATIONS AND REQUIREMENTS.
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6. IN THE INTEREST OF CONCRETE QUALITY CONTROL, THE CONTRACTOR MAY COLLECT
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EVERY 50 CUBIC YARDS (OR FRACTION THEREOF) OF CONCRETE SUPPLIED. THE CONCRETE
AutoCAD SHX Text CYLINDERS SHALL BE TAKEN AFTER WATER AND ADMIXTURES (IF ANY) ARE ADDED TO THE MIX. IT
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IS RECOMMENDED THAT ONE CYLINDER SHALL BE TESTED AT 7 DAYS, TWO AT 28 DAYS AND
AutoCAD SHX Text HOLD THE FINAL CYLINDER IN RESERVE. ANY NONCONFORMING CYLINDER BREAKS (INCLUDING 7
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AND 14 DAY BREAKS) SHALL BE FLAGGED AND BROUGHT TO THE ATTENTION OF THE
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CONTRACTOR.
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7. SLAB ON GRADE SHALL BE REINFORCED WITH W6X6-W1.4 x W1.4 WWF ON PROPERLY
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PREPARED BASE MATERIAL WITH VAPOR BARRIER.
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WOOD/LUMBER:
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1. ALL WOOD FRAMING MEMBERS SHALL BE SOUTHERN YELLOW PINE (#2 OR BETTER).
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2. ALL EXPOSED NAILS AND FASTENERS SHALL BE GALVANIZED.
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3. ALL WOOD MEMBERS AND LAMINATED BEAMS SUBJECT TO MOIST/ GROUND CONDITIONS
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SHALL BE TREATED OR APPROVED BY THE MANUFACTURER FOR THE CONDITION AND LOCATION.
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ALL POLES SHALL BE "GROUND CONTACT" TREATED.
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4. HOLES DRILLED IN WOOD STRUCTURAL MEMBERS SHALL BE LARGE ENOUGH TO ALLOW THE
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AT THE NUT AND BOLT HEAD OF ALL HEX HEAD BOLTS.
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PRE-MANUFACTURED WOOD COMPONENTS:
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1. ENDS OF ALL ROOF TRUSSES SHALL BE ANCHORED WITH A 3/4" DIAMETER THRU BOLT
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THROUGH THE SUPPORT POLE. RAFTERS SHALL BE ANCHORED WITH WIND UPLIFT ANCHORS BY
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SIMPSON OR EQUAL.
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2. CONTRACTOR SHALL PROVIDE WOOD TRUSS COMPONENTS WITH PROPER END CONDITIONS,
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BEARING POINTS AND THE PROPER LOADING FOR PROJECT.
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3. ROOF TRUSSES TO BE DESIGNED FOR:
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- WIND SPEED PER LOCAL BUILDING CODE (WITH APPROPRIATE
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SHAPE FACTORS)
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- TOP CHORD DL = ACTUAL LOADS
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LL = 20 PSF
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SNOW LOADS PER BUILDING CODE
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- BOTTOM CHORD DL = ACTUAL LOADS (**) 10 PSF MINIMUM
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LL = 10 PSF
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- UPLIFT LOADS PER WIND ANALYSIS AS INDICATED BY
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APPLICABLE BUILDING CODE(S).
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** NOTE: CONTRACTOR TO SUPPLY THE WOOD TRUSS DESIGNER/SUPPLIER WITH THE
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NECESSARY LOADS INCLUDING ANTICIPATED FUTURE CEILING LOADS.
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4. NO OPENINGS, NOTCHES OR MODIFICATIONS IN WOOD COMPONENTS SHALL BE FIELD CUT
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WITHOUT WRITTEN PERMISSION BY THE WOOD COMPONENT DESIGNER.
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5. ENGINEERED WOOD BEAMS SHALL HAVE A MINIMUM "E" VALUE OF 2.000,000 AND AN
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ALLOWABLE BENDING STRESS OF 2,500 PSI AS A MINIMUM.
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6. GABLE TRUSSES AT END WALL CONDITIONS SHALL BE DESIGNED TO CARRY LATERAL WIND
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LOADS OF AT LEAST 30 PSF.
AutoCAD SHX Text NOTE: - IN WIND BORNE REGIONS, GLAZED OPENINGS SHALL BE PROTECTED IN ACCORDANCE WITH THE IBC, ASCE AND LOCAL CODES
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AutoCAD SHX Text P
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text D
AutoCAD SHX Text O
AutoCAD SHX Text U
AutoCAD SHX Text T
AutoCAD SHX Text I
AutoCAD SHX Text O
AutoCAD SHX Text O
AutoCAD SHX Text N
AutoCAD SHX Text A
AutoCAD SHX Text S
AutoCAD SHX Text F
AutoCAD SHX Text E
AutoCAD SHX Text S
AutoCAD SHX Text A
AutoCAD SHX Text C
AutoCAD SHX Text R
AutoCAD SHX Text O
AutoCAD SHX Text L
AutoCAD SHX Text I
AutoCAD SHX Text A
AutoCAD SHX Text M
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text M
AutoCAD SHX Text A
| Sheets and Views |
| Plans-S100 |
| Sections & Details-S200 |
| Sections & Details-S201 |
| Notes-S300 |
File details come from the government source that posted it. Updated .