HomeMy WebLinkAboutStructural PlansJOB NUMBER
PROJECT NAMEU21X1224A
KUHN AVIATION HANGAR
C1SHEETPROJECT NAMEKUHN AVIATION HANGARCUSTOMER NAMECRUSAK, INC.JOB NUMBERU21X1224ADRAWING STATUSFOR PERMITS ONLY375 CO RD 352**NOT FOR CONSTRUCTION**COVERSHEETDRAWING TITLE(435) 919-3100(435) 919-3101FAX:PHONE:RIFLE, CO 81650ADDRESS03/22/202210:48:16am#RELEASE / REVISIONDWN / CHKDATEENG0Anchor Bolts for ConstructionNBS / EOPJIL11/24/20211Rev. 1 Anchor Bolts for Const.NBS / EOPJIL12/02/20212Building Department ReviewMBS / EVTJIL12/15/20213Rev. 2 Anchor Bolts for Const.NBS / EOPJIL03/07/20224Rev. 1 Build. Depart. ReviewTKL / MBHJIL03/22/2022DRAWING TITLE
COVER SHEETS C1 ~ C4
ANCHOR ROD PLANS
PLANS AND ELEVATIONS
STRUCTURAL DETAILS
SHEET NUMBER
AB1 ~ AB2
E1 ~ E18
D1 ~ D9
03/22/2022
C2SHEETPROJECT NAMEKUHN AVIATION HANGARCUSTOMER NAMECRUSAK, INC.JOB NUMBERU21X1224ADRAWING STATUSFOR PERMITS ONLY375 CO RD 352**NOT FOR CONSTRUCTION**Building Info SheetDRAWING TITLE(435) 919-3100(435) 919-3101FAX:PHONE:RIFLE, CO 81650ADDRESS03/22/202210:48:24am#RELEASE / REVISIONDWN / CHKDATEENG0Anchor Bolts for ConstructionNBS / EOPJIL11/24/20211Rev. 1 Anchor Bolts for Const.NBS / EOPJIL12/02/20212Building Department ReviewMBS / EVTJIL12/15/20213Rev. 2 Anchor Bolts for Const.NBS / EOPJIL03/07/20224Rev. 1 Build. Depart. ReviewTKL / MBHJIL03/22/20223.BUILDING ERECTION NOTES:
THE GENERAL CONTRACTOR AND/OR ERECTOR IS RESPONSIBLE TO SAFELY AND PROPERLYERECT THE METAL BUILDING SYSTEM IN CONFORMANCE WITH THESE DRAWINGS, OSHA
REQUIREMENTS AND EITHER MBMA OR CSA S16 STANDARDS PERTAINING TO PROPER
ERECTION. TEMPORARY SUPPORTS SUCH AS GUYS, BRACES, FALSEWORK, CRIBBING OR
OTHER ELEMENTS FOR ERECTION ARE TO BE DETERMINED, FURNISHED AND INSTALLED BY THEERECTOR. THESE SUPPORTS MUST SECURE THE STEEL FRAMING, OR PARTLY ASSEMBLEDSTEEL FRAMING, AGAINST LOADS COMPARABLE IN INTENSITY TO THOSE FOR WHICH THESTRUCTURE WAS DESIGNED IN ADDITION TO LOADS RESULTING FROM THE ERECTIONOPERATION. SECONDARY WALL AND ROOF FRAMING (PURLINS, GIRTS AND/OR JOIST) ARE NOTDESIGNED TO FUNCTION AS A WORKING PLATFORM OR TO PROVIDE AS AN ANCHORAGE POINT
FOR A FALL ARREST /SAFETY TIE OFF.
GENERAL NOTES:
1.MATERIALS ASTM DESCRIPTION
STRUCTURAL STEEL PLATE AS529 / A572 / A1011
HOT ROLLED MILLS SHAPES A36 / A529 / A572 / A500
HSS ROUND A500
HSS RECTANGULAR A500 COLD FORM SHAPES A653 / A1011
ROOF AND WALL SHEETING A653 / A792
BOLTS A307 / A325 / A490
CABLE A475
RODS A529 / A572
2.STRUCTURAL PRIMER NOTE :
SHOP COAT PRIMER IS INTENDED TO PROTECT THE STEEL FRAMING FOR A SHORT PERIOD OFTIME. STORAGE IN EXTREME COLD TEMPERATURES OR WINTER SNOW CONDITIONS, INCLUDINGTRANSPORTATION ON SALTED OR CHEMICALLY TREATED ROADS WILL ADVERSELY AFFECT THEDURABILITY AND LONGEVITY OF THE PRIMER. THE COAT OF SHOP PRIMER DOES NOT PROVIDETHE UNIFORMITY OF APPEARANCE, OR THE DURABILITY AND CORROSION RESISTANCE OF AFIELD APPLIED FINISH COAT OF PAINT OVER A SHOP PRIMER. MINOR ABRASIONS TO THE SHOPCOAT PRIMER CAUSED BY HANDLING, LOADING, SHIPPING, UNLOADING AND ERECTION AREUNAVOIDABLE AND ARE NOT THE RESPONSIBILITY OF THE METAL BUILDING MANUFACTURER.METAL BUILDING MANUFACTURER IS NOT RESPONSIBLE FOR THE DETERIORATION OF THEPRIMER OR CORROSION THAT MAY RESULT FROM ATMOSPHERIC AND ENVIRONMENTALCONDITIONS NOR THE COMPATIBILITY OF THE PRIMER TO ANY FIELD APPLIED COATING.
5.A325 & A490 BOLT TIGHTENING REQUIREMENTS :
IT IS THE RESPONSIBILITY OF THE ERECTOR TO ENSURE PROPER BOLT TIGHTNESS IN ACCORDANCE
WITH APPLICABLE REGULATIONS. FOR PROJECTS IN THE UNITED STATES SEE THE RCSC
SPECIFICATION FOR STRUCTURAL JOINTS USING A325 OR A490 BOLTS OR FOR PROJECTS IN CANADA,
SEE THE CAN/CSA S16 LIMIT STATES DESIGN OF STEEL STRUCTURES FOR MORE INFORMATION.
THE FOLLOWING CRITERIA MAY BE USED TO DETERMINE THE BOLT TIGHTNESS (I.E., "SNUG-TIGHT"OR "FULLY-PRETENSIONED"), UNLESS REQUIRED OTHERWISE BY LOCAL JURISDICTION ORCONTRACT REQUIREMENTS:
A) ALL A490 BOLTS SHALL BE "FULLY-PRETENSIONED".
B) ALL A325 BOLTS IN PRIMARY FRAMING (RIGID FRAMES AND BRACING) MAY BE "SNUG-TIGHT",
EXCEPT AS FOLLOWS: "FULLY-PRETENSION"A325 BOLTS IF:
a) BUILDING SUPPORTS A CRANE SYSTEM WITH A CAPACITY GREATER THAN 5 TONS.
b) BUILDING SUPPORTS MACHINERY THAT CREATES VIBRATION, IMPACT OR
STRESS-REVERSALS ON THE CONNECTIONS. THE ENGINEER-OF- RECORD FOR THE PROJECT SHOULD BE CONSULTED TO EVALUATE FOR THIS CONDITION.c) THE PROJECT SITE IS LOCATED IN A HIGH SEISMIC AREA. FOR IBC-BASED CODES, "HIGH SEISMIC AREA" IS DEFINED AS "SEISMIC DESIGN CATEGORY" OF "D", "E", OR "F". SEE THE "BUILDING LOADS" SECTION OF THIS PAGE FOR THE DEFINED SEISMIC DESIGN CATEGORY FOR THIS PROJECT.
d) ANY CONNECTION DESIGNATED IN THESE DRAWINGS AS "A325-SC". "SLIP-CRITICAL
(SC)" CONNECTIONS MUST BE FREE OF PAINT, OIL, OR OTHER MATERIALS THAT REDUCE
FRICTION AT CONTACT SURFACES. GALVANIZED OR LIGHTLY RUSTED SURFACES ARE ACCEPTABLE.
C) IN CANADA, ALL A325 AND A490 BOLTS SHALL BE "FULLY PRE-TENSIONED", EXCEPT FOR
SECONDARY MEMBERS (PURLINS, GIRTS, OPENING FRAMING, ETC.) AND FLANGE BRACES.
SECONDARY MEMBERS (PURLINS, GIRTS, OPENING FRAMING, ETC.) AND FLANGE BRACECONNECTIONS MAY ALWAYS BE "SNUG-TIGHT",UNLESS INDICATED OTHERWISE IN THESE DRAWINGS.
4.SPECIAL INSPECTION :
SPECIAL INSPECTIONS AND TESTING THAT MAY BE REQUIRED BY GOVERNMENTAL OR OTHER
AUTHORITY DURING CONSTRUCTION AND/OR STEEL FABRICATION (COLLECTIVELY, "INSPECTIONS")
ARE NOT THE RESPONSIBILITY OF NBG, AND TO THE EXTENT REQUIRED IT SHALL BE THE
RESPONSIBILITY OF THE BUILDER AND/OR OWNER. IN THE EVENT THE INSPECTIONS AREREQUIRED, THE BUILDER AND/OR OWNER SHALL EMPLOY A THIRD PARTY QUALITY ASSURANCETESTING AGENCY APPROVED BY THE RELEVANT AUTHORITY. IF SUCH REQUIREMENTS ARE NOTSPECIFICALLY INCLUDED IN NBG SALES DOCUMENTS, NO INSPECTIONS BY NBG OR AT ANY NBGFACILITY SHALL BE MADE. ALL NBG FACILITIES ARE ACCREDITED BY IAS AC472.
5.GENERAL DESIGN NOTES :
1) ALL STRUCTURAL STEEL SECTIONS AND WELDED PLATE MEMBERS ARE DESIGNED IN ACCORDANCE WITH ANSI/AISC 360 “SPECIFICATIONS FOR STRUCTURAL STEEL BUILDINGS” OR THE CAN/CSA S16 “LIMIT STATES DESIGN OF STEEL
STRUCTURES”, AS REQUIRED BY THE SPECIFIED BUILDING CODE.
2) ALL WELDING OF STRUCTURAL STEEL IS BASED ON EITHER AWS D1.1 “STRUCTURAL
WELDING CODE – STEEL” OR CAN/CSA W59 “WELDED STEEL CONSTRUCTION
(METAL ARC WELDING)”, AS REQUIRED BY THE SPECIFIED BUILDING CODE.
3) ALL COLD FORMED MEMBERS ARE DESIGNED IN ACCORDANCE WITH ANSI/AISI S100 OR THE CAN/CSA S136 “SPECIFICATIONS FOR THE DESIGN OF COLD
FORMED STEEL STRUCTURAL MEMBERS”, AS REQUIRED BY THE SPECIFIED BUILDING CODE.4) ALL WELDING OF COLD FORMED STEEL IS BASED ON AWS D1.3 “STRUCTURAL WELDING CODE – SHEET STEEL” OR CAN/CSA W59 “WELDED STEEL
CONSTRUCTION (METAL ARC WELDING)”, AS REQUIRED BY THE SPECIFIED BUILDING
CODE.
6) IF JOISTS ARE INCLUDED WITH THIS PROJECT, THEY ARE SUPPLIED AS A PART OF THE SYSTEMS ENGINEERED METAL BUILDING AND ARE FABRICATED IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 1926.758 OF OSHA SAFETY STANDARDS
FOR STEEL ERECTION, DATED JANUARY 18, 2001.
6.GLOSSARY OF ABBREVIATIONS :
A.B. = ANCHOR RODS MAX = MAXIMUM REQ’D = REQUIRED
BS = BOTH SIDES M.B. = MACHINE BOLTS REV. = REVISION
B.U. = BUILT-UP MBS = METAL BUILDING SUPPLIER SIM = SIMILAR
DIA = DIAMETER TBD = TO BE DETERMINED SL = STEEL LINE
FLG = FLANGE N/A = NOT APPLICABLE N.S. = NEAR SIDE
F.S = FAR SIDE NIC = NOT IN CONTRACT MIN = MINIMUM
GA. = GAUGE SLV = SHORT LEG VERTICAL TYP = TYPICAL
H.S.B. = HIGH STRENGTH BOLTS O.A.L. = OVERALL LENGTH PL = PLATE
HT. = HEIGHT O.C. = ON CENTER
LLV = LONG LEG VERTICAL U.N.O. = UNLESS NOTED OTHERWISE
?? = PART MARK TO BE DETERMINED AND WILL BE UPDATED ON CONSTRUCTION DRAWINGS
THE DRAWINGS AND THE METAL BUILDING THEY REPRESENT ARE THE PRODUCT OF THEMETAL BUILDING MANUFACTURER. THE REGISTERED PROFESSIONAL ENGINEER’S SEAL
PERTAINS ONLY TO THE REQUIREMENTS LISTED HEREIN FOR THE MATERIALS DESIGNED AND
SUPPLIED BY THE METAL BUILDING MANUFACTURER. THE REGISTERED PROFESSIONALENGINEER WHOSE SEAL APPEARS ON THESE DRAWINGS IS EMPLOYED OR ENGAGED BY THE
METAL BUILDING MANUFACTURER AND DOES NOT SERVE AS OR REPRESENT THE PROJECTENGINEER OF RECORD AND SHALL NOT BE CONSTRUED AS SUCH.
5) ALL NUCOR BUILDING GROUP FACILITIES ARE IAS AC-472 ACCREDITED FOR DESIGN AND FABRICATION OF METAL BUILDING SYSTEMS. FOR PROJECTS IN CANADA, DESIGN AND
FABRICATION ARE DONE ONLY IN FACILITIES THAT ARE ALSO CAN/CSA A660 AND W47.1
CERTIFIED.
7) COLUMN BASE PLATES ARE DESIGNED NOT TO EXCEED THE ALLOWABLE BEARING STRESS OF CONCRETE THAT HAS A MINIMUM COMPRESSIVE STRENGTH OF 3000 P.S.I.
AT 28 DAYS.
MATERIALS ASTM DESCRIPTION
(3) 3070 PREASSEMBLED WALKDOOR(S). COLOR: BRONZE
Building A, B, & C
LINER TRIM. COLOR: POLAR WHITE
PRIMARY AND SECONDARY STEEL PRIMER COLOR
TYPE: CLASSIC, 26 GAGE, FINISH: POLAR WHITE
GRAY
Wall Liner Panel
ROOF SHEETING
TYPE: CFR, 24 GAGE, FINISH: GALVALUME
ROOF PANEL CLIP TYPE: TALL SLIDING
THERMAL BLOCKS: YES EPS FOAM SPACERS: NO
ROOF LINE TRIM. COLOR: DARK BRONZE
WALL SHEETING
TYPE: REVERSE CLASSIC WALL, 26 GAGE, FINISH: SLATE GRAY/DARK BRONZE
WALL CORNER TRIM. COLOR: SLATE GRAY/DARK BRONZE
WALL BASE TRIM. COLOR: SLATE GRAY/DARK BRONZE
WALL INSULATION(NOT BY NBS). THICKNESS: 4 3/8" WITH 8" CAVITY FILL
BUILDING OPTIONS
ROOF INSULATION(NOT BY NBS). THICKNESS: 4 3/8" WITH 8" CAVITY FILL
DOWNSPOUTS. COLOR: SLATE GRAY/DARK BRONZE
GUTTERS. COLOR: DARK BRONZE
loading conditions is determined per the specified building code.
200 lbs (using the flange mount detail), or if individual members are loaded
applied in combination with the dead and collateral loads. Roof snow in other
1.1
the contract specified roof snow load, whichever is greater. This value, Pm, is only
3) **Pm is based on the minimum roof snow load calculated per building code or
***Design wind pressures to be used for wall exterior component and cladding materials not provided by Nucor Building Systems.
*Primary Structural Not Included
Bldg C
applicable code.
the more critical effect of roof live load or roof snow load, as determined by the
2) The design of structural members supporting gravity loads is controlled by
significantly more than others.
these concentrated loads exceed 500 pounds (using the web mount detail) or
ceilings, etc., are suspended from roof members, consult the M.B.S. If
distributed. When suspended sprinkler systems, lighting, HVAC equipment,
1) Collateral dead loads, unless otherwise noted, are assumed to be uniformly
Project Notes:
1.4
0.106
3.00
+/- 0.18
Enclosed
40.00
30.80
1.00
1.1
5.0
5.0
3.5
Bldg B
47.9
0.106
3.00
+/- 0.18
Enclosed
40.00
30.80
1.00
1.1
5.0
5.0
3.5
Bldg A
Base Shear (KIPS)
Seismic Cs
Seismic R
GCpi
Wind Enclosure
Roof Snow **Pm (PSF)
Roof Snow Ps (PSF)
Snow Cs
Snow Ct
Secondary Collateral (PSF)
Primary Collateral (PSF)
Roof Dead (PSF)*
Name
1.00Wind Importance Factor, Iw::
CExposure:
(30) / (-40)***C & C Pressures (PSF):
(115)Wind (MPH):
NOT DETAILED FOR SEISMICBasic SFRS:
Equivalent Lateral Force ProcedureAnalysis Procedure:
BSeismic Design Category:
1.00Seismic Imp. Factor Ie:
DSite Class:
(0.318) / (0.128)Seismic Sds/Sd1:
Ss: 0.307 S1: 0.080Seismic Information:
1.00Snow Importance Factor, Is:
1.00Snow Exposure Factor, Ce:
40.00 PSFGround Snow Load:
NOT REDUCIBLE PER CODE
30.00 PSFRoof Live Load:
II - Standard BuildingsMBMA Occupancy Class:
IBC 2015Design Code:
Building Loads:
UL90:No
3.5
5.0
5.0
1.00
30.80
40.00
Enclosed
+/- 0.18
3.00
0.106
1.4
03/22/2022
C3SHEETPROJECT NAMEKUHN AVIATION HANGARCUSTOMER NAMECRUSAK, INC.JOB NUMBERU21X1224ADRAWING STATUSFOR PERMITS ONLY375 CO RD 352**NOT FOR CONSTRUCTION**Building Info SheetDRAWING TITLE(435) 919-3100(435) 919-3101FAX:PHONE:RIFLE, CO 81650ADDRESS03/22/202210:48:25am#RELEASE / REVISIONDWN / CHKDATEENG0Anchor Bolts for ConstructionNBS / EOPJIL11/24/20211Rev. 1 Anchor Bolts for Const.NBS / EOPJIL12/02/20212Building Department ReviewMBS / EVTJIL12/15/20213Rev. 2 Anchor Bolts for Const.NBS / EOPJIL03/07/20224Rev. 1 Build. Depart. ReviewTKL / MBHJIL03/22/2022code displayed on the cover page of this drawing packet.
"components and cladding" in accordance with the specific wind provisions of the referenced building
Accessories (doors, windows, etc.) not provided by the metal building manufacturer must be designed as
unbalanced snow load conditions.
and a code-defined snow load (based on contract-specified ground snow) for all partial loading and
load. In addition, the design is based on applying a code-defined live load (including applicable reductions)
This Building System design is based on uniformly applying the contract-specified live load and roof snow
values may be obtained from the metal building manufacturer.
manufacturer shall be designed and detailed by others to accommodate the seismic story drifts. Seismic drift
seismic story drifts. Interior walls, partitions, ceilings or exterior wall systems not provided by the metal building
provided that interior walls, partitions, ceilings and exterior wall systems have been designed to accommodate the
For Occupancy (Risk) Category I or II, IBC provisions indicate that single-story buildings shall have "no drift limit
and possible building reinforcement.
forces from the door. Any change to the information shown here will require an engineering investigation
building code criteria. Framed openings have not been designed for any additional moment or catenary
Framed openings have been designed to support wind load normal to the wall based on the standard
1. ALL STRUCTURAL WELDING (INCLUDES DECKING AND WELDED STUDS), EXCEPT WELDING IN APPROVED SHOPS PER IBC 1704.2.5.2 ____________________
2. HIGH STRENGTH BOLT A325N AND A490X (PER COVER SHEET NOTES) ______________________________________________________________________________
3) ALL TESTS AND INSPECTIONS SHALL BE PERFORMED BY AN INDEPENDENT TESTING AND INSPECTION AGENCY EMPLOYED BY THE OWNER OR ARCHITECT.
YES NO N/A
1) WHEN STRUCTURAL OBSERVATIONS ARE REQUIRED AS PER IBC 1704.5, OBSERVATIONS SHALL BE PERFORMED BY AN INDEPENDENT ENGINEERING AGENCY
4) THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING THE TEST AND INSPECTION FIRM WITH A SCHEDULE TO FACILITATE THE PROPER COORDINATION OF WORK.
AGENCY RESPONSIBLE FOR INSPECTION AND TESTING TO BE NAMED BY OWNER LATER.
1. MILL REPORTS AND IDENTIFICATION OF STEEL (AFFIDAVIT OF COMPLIANCE) _______________________________________________________________________
B. WELDING:
2. ULTRASONIC TESTING OF FULL PENETRATION WELD CONNECTIONS AT MOMENT FRAMES, BRACED FRAMES, BEAM SPLICES, AND FIELD WELDS. _________
C. BOLTING:
STRUCTURAL OBSERVATIONS, TESTS AND INSPECTION:
2) THE SPECIAL INSPECTOR'S DUTIES ARE AS DESCRIBED IN SPECIAL INSPECTION. THE SPECIAL INSPECTOR'S DUTIES ARE AS DESCRIBED IN IBC 1704.3 AND IBC 1705
5) PORTIONS OF WORK REQUIRING SPECIAL INSPECTION:
A. STRUCTURAL STEEL:
2. SAMPLING AND TESTING OF SPECIMENS _______________________________________________________________________________________________________
3. STRUCTURAL LIGHT GAGE METAL FRAME WELDING _____________________________________________________________________________________________
1. HIGH STRENGTH BOLT A325SC AND A490SC (PRETENSION VERIFICATION) ___________________________________________________________________________
3. EXPANSION/ADHESIVE ANCHORS IN CONCRETE OR MASONRY ____________________________________________________________________________________
EMPLOYED BY THE ARCHITECT OR OWNER.
General Notes
03/22/2022
C4SHEETPROJECT NAMEKUHN AVIATION HANGARCUSTOMER NAMECRUSAK, INC.JOB NUMBERU21X1224ADRAWING STATUSFOR PERMITS ONLY375 CO RD 352**NOT FOR CONSTRUCTION**Standard Welds and LegendDRAWING TITLE(435) 919-3100(435) 919-3101FAX:PHONE:RIFLE, CO 81650ADDRESS03/22/202210:49:05am#RELEASE / REVISIONDWN / CHKDATEENG0Anchor Bolts for ConstructionNBS / EOPJIL11/24/20211Rev. 1 Anchor Bolts for Const.NBS / EOPJIL12/02/20212Building Department ReviewMBS / EVTJIL12/15/20213Rev. 2 Anchor Bolts for Const.NBS / EOPJIL03/07/20224Rev. 1 Build. Depart. ReviewTKL / MBHJIL03/22/2022SAW (0.275-0.313" Web splice)Weld
'' flange splice)AWSD1.3-08cold-form lap fillet weld to supportflange to web weld made bySAW (Small Autowelder Welds)5/16AWSD1.1-10cold-form seam weld to support'' multi-passAWSD1.3-081/4'' -YES1GHORIZ.GMAW (CF lap fillet weld)5/16PQR6" thru 10PQR0.375 - 0.501G-2FHORIZ. -t1=0.0525" - 0.215*FG-5
FWS4
0.134" - 0.375")for tee connection.Perpendicular Knee Column 10.3125" thick (galvanized)HORIZ.'' flange spliceFWS3
, 1, 1(galvanized)3/16FWD4 YESSEE DETAIL
SAW (0.175-0.250" Web splice)Slot ReinforcementEAVE STRUT
GMAW (See Weld Standard sheet for WPS description
WPS-3'' flange spliceFWD#
1/2
Weld
Position$ FILLET
NEAR SIDE WELD:
for WPS description
FWS4
FWS4
FG-5
SIZE
FWD# OR FWS#L1/2
Pipe or Tube Column
N.S.
FG-5
FWS3
WPS9
CJP1
CodeWPS6FWS3
WPS-5aFG-5
1/2WPS9
splice for 0.125" throughWeldWPS5WPS-5SCNEAR SIDE WELD:
5/16
FWR_-Full length fillet on near side with *(Max. D/5 or 3") fillet return
3 OR
INBACK GOUGE
FWS$ - FILLET WELD, ONE SIDE
1/4
5/16
SIDE OF WEB WITH 3" OF FILLET PAST INNER MOST HOLE
3/4
X
WPS7 2FW_3
weld'' flange spliceSPECIAL DETAILS
Weld
FG-4*
1/4 WP1$$PQRPQRPQRPQRThickest Mat. Joined
5
4
$
5
4
3
$
5
4
3
$
FWD3 FG-5
WP13 FG-5
FWS3 FG-5 Plant LocationUTTXLimitationSee Weld Standard sheet
See Weld Standard sheet for WPSdescription
Base plate extension and anchorbolt locations may vary.
See Weld Standard sheet for WPSdescription
FILLET LEG$
3/163
1/44
5/165 FWS$$
FAR SIDE WELD:
FWS$$
FWS$
$ FILLET
FWD$ - FILLET WELD, BOTH SIDES
FILLET LEG
3/16
FWD$
FWD$
OR
$
$
FWD$$ FILLET
$ FILLET
FILLET LEG
3/16
1/4
at both ends on opposite side of plate.
FWR$OR FWR$$
$
*(Max.D/5 or 3")D
*
FILLET LEG
3/16
5/16
WP1$ - Full length fillet on near side of web with 3" of fillet past inner
most hole in from each flange along the opposite side of web.
WP1$$3" OF WELD PAST INNER MOSTHOLE IN FROM EACH FLANGE
3
3
CJP1 - COMPLETE JOINT PENETRATION, SINGLE BEVEL WELD
FAR SIDE WELD:
CJP1
45°
0
CJP1
45°0
BACK GOUGE
CJP1
orCJP2
BEVEL SIDE
BACK GOUGE & SQUAREGROOVE WELD(GRIND FLUSH - CJP2)
SINGLE BEVELGROOVE WELD
PURLIN / GIRT / CHANNEL
QTY SHAPE
THICKNESS
X
1000
(2) 08C060
QTY SHAPE
SIZE
5/8(2) 8E2075
THICKNESS
1000
SLOPE2
SAW (0.375-0.500" Web splice)''1''FWS4 FG-5
FG-5
Typ Stiffener Detail Section A-A
12'' Typ.
Notch PL
FWS42FR
2FR
WPS4
Structural Details
Tube Bracket
FWS4FG-5
Structural Column
Typ.
FWD4FG-5
FWS4
FG-5
A A
FWS4 FG-5
FWS4 FG-5
FWS4 FG-5
ENLARGED DETAIL
FWS#FG-5
EAVE STIFFENERREFERENCE EAVESTIFFENER DETAILFOR WELDS
FWD#FG-5 *
CJP1 WPS9 *ORFWR#FG-5
N.S.
F.S.
''A
CJP1
FG-5
R1SWSTO3SWS
DETAIL "A
WP##FG-5
See Weld Standard sheet for WPS description
W#: RANGES FROM FWE3 TO FWD5 PER ENG.
WP##: WELD SIZE PER ENG. FULL LENGTH FILLET NEAR
IN FROM EACH FROM FLANGE ALONG THE OPPOSITE SIDE OF WEB.Cold-Form seam stitch weld* THIS WELD TYPICAL FOR ALL FLANGE TO ENDPLATE WELDS SHOWN.
Thickest Mat. Joined
FW_3
3/4 FW_4
cold-form seam weld to supportFW_5
FG-5FWS3MIN. THICKNESS 0.225R1SWSTO3SWS
SEE DETAILF.S.
''A
DETAIL "A
3
3
WP##FG-5
FG-5FWS4R1GFGTO3GFG
SPECIAL DETAILSSee Weld Standard sheet for WPS descriptionWPS7
*WPS9CJP1
*FG-5
O
R
* THIS WELD TYPICAL FOR ALL FLANGE TO ENDPLATE WELDS SHOWN.WP##: WELD SIZE PER ENG. FULL LENGTH FILLET NEAR0.125 - 0.150SIDE OF WEB WITH 3" OF FILLET PAST INNER MOST HOLEIN FROM EACH FROM FLANGE ALONG THE OPPOSITE SIDE OF WEB.See Weld Standard sheet for WPS description
Runway End
FWD4 ,FG-5
Thickest Mat. Joined
Interior Wide Flange Fixed Base Plate Crane Stop
Typ. Flange Brace Clip
FG-5
Runway Beam
FG-5 1/4 4" - 12
1/4 4" - 12
FG-5 FWS3-3" min
ORFG-5 FWD#
FW_3
3/4
3/4
FW_4
FW_5
STANDARD WELDS AND LEGEND
WPS #DescriptionProcessPreq
FG-51GFG2GFG3GFG20365GFG1SWS2SWS3SWS20382FRFBG-1WPS4WPS7WPS8WPS9WPS11WPS-1WPS-1aWPS-2WPS-2aWPS-3aWPS-4WPS-4aWPS-6WPS-6aWPS-7WPS-7a3/8'' &1/2'' multi-pass fillet weld'' &5/16'' single-pass fillet3/8PQR'' through 1" flange splice5/16'' to1/45/8PQR'' to5/16'' flange splice1web splice for 0.275" through0.313" thickweb0.150" thickweb splice for 0.175" through0.250" thickweb splice for 0.375" through0.500" thickpipe to endplate weldRod to plate/angle weldwide-flange beam splice, all sizespipe splice for 0.134" through0.375" thickpipe splice for 0.375" through0.500" thickautowelder using 0.062" Ø electrodeflange to web weld made byautowelder using 0.052" Ø electrodecomplete penetration groove weld3/8'' thickvertical tack-fittersCold-Form seam stitch weld(galvanized)Cold-Form seam weldCold-Form seam weld (galvanized)steel 0.3125" thicksteel 0.3125" thick (galvanized)cold-form tee connection fillet weldcold-form tee connection fillet weld(galvanized)cold-form tee connection fillet weldto support steel0.313" thickcold-form tee connection fillet weldto support steel0.313" thick(galvanized)cold-form lap fillet weldcold-form lap fillet weld (galvanized)steel0.3125" thickcold-form lap fillet weld to supportsteelAWSD1.1-10AWSD1.1-10AWSD1.1-10AWSD1.1-10AWSD1.1-10AWSD1.1-10AWSD1.1-10AWSD1.1-10AWSD1.1-10AWSD1.1-10AWSD1.1-10AWSD1.1-10AWSD1.1-10AWSD1.1-10AWSD1.1-10AWSD1.1-10AWSD1.1-10AWSD1.1-10AWSD1.3-08AWSD1.1-10AWSD1.3-08AWSD1.3-08AWSD1.3-08AWSD1.3-08AWSD1.3-08AWSD1.3-08AWSD1.3-08AWSD1.3-08AWSD1.3-08AWSD1.3-08AWSD1.3-08GMAW (1/2fillet weld)GMAW (3/16''single-pass fillet weld)GMAW (3/8'' - 1" flange splice)GMAW (5/16'' flange splice)GMAW (1/2'''' flange splice)''5/16GMAW ( 1" flange splice)SAW (0.125-0.150" Web splice)GMAW (Pipe-to-Endplate Weld)GMAW (Rod-to-Plate Weld)GMAW (Pipe Splice,GMAW (Pipe Splice,0.375" - 0.500")GMAW (Hot-Rolled Splice Weld)SAW (Autowelder Weld)GMAW (Flange to endplate weld)GMAW (Vertical tack-fitters)GMAW (CF seam stitch weld)GMAW (CF seam stitch weld)(galvanized)GMAW (CF seam weld)GMAW (CF seam weld) (galvanized)GMAW (CF seam weld to support steel)GMAW (CF seam weld to support steel)(galvanized)GMAW (CF tee fillet weld)GMAW (CF tee fillet weld)(galvanized)GMAW (CF tee fillet to support steel)GMAW (CF tee fillet to support steel)(galvanized)GMAW (CF lap fillet weld)(galvanized)GMAW (CF lap fillet to support steel)GMAW (CF lap fillet to support steel)PQRPQRPQRPQRPQRPQRPQRPQRPQRPQRPQRPQRPQRPQRPQRPQRPQRPQRPQRYESYESYESYESYES1G2F1G1G1G-2F1G-2F1G1G1G2FROTATED1G1GROTATED1G2F2F1G3FFLATFLATHORIZ.HORIZ.HORIZ.HORIZ.HORIZ.HORIZ.HORIZ.HORIZ.HORIZ.1GROTATED3/161/8 - 1 -1/23/8 - 13/16 -5/16Groove: 1/4Fillet: 1/2Groove: 5/16Fillet: 5/8Groove: 10.275 - 0.3130.175 - 0.2500.375 - 0.500Diameter:1/2,5/83/4,7/81/8, 11/4Diamter: 6 -10Diameter: 8 -100.313 -1.500.125 -1.000.125 -1.000.375 -1.000.125 - Unlimited0.0525" - 0.210t1=0.0525" - 0.215t1=0.0525 - 0.215t1=0.0525" - 0.215",t2 0.31250.0525" - 0.210t1=0.0525" - 0.215",t2 0.3125t1=0.0525" - 0.215t1=0.0525" - 0.215t1=0.0525" - 0.215",t2 0.3125t1=0.0525" - 0.215",t2 0.3125t1=0.0525" - 0.215t1=0.0525" - 0.215",t2 0.3125t1=0.0525" - 0.215",t2 0.31252" min
FWS3
FWS3FG-5
Typical Column
1/2
3/4
3/4
FW_4
FW_5
Knee
DETAIL "A
3
3WP##FG-5
N.S.
SEE DETAILF.S.
''A
*WPS9 CJP1
FWD#OR
TYP. FIXED
BASE DETAIL
FG-5 FWR#
FWS4FG-5
TYP. PINNED
BASE DETAIL
03/22/2022
#RELEASE / REVISIONDWN / CHKDATEENG0Anchor Bolts for ConstructionNBS / EOPJIL11/24/20211Rev. 1 Anchor Bolts for Const.NBS / EOPJIL12/02/20212Building Department ReviewMBS / EVTJIL12/15/20213Rev. 2 Anchor Bolts for Const.NBS / EOPJIL03/07/20224Rev. 1 Build. Depart. ReviewTKL / MBHJIL03/22/2022AB1SHEETPROJECT NAMEKUHN AVIATION HANGARCUSTOMER NAMECRUSAK, INC.JOB NUMBERU21X1224ADRAWING STATUSFOR PERMITS ONLY375 CO RD 352**NOT FOR CONSTRUCTION**Anchor Bolt PlanDRAWING TITLE(435) 919-3100(435) 919-3101FAX:PHONE:RIFLE, CO 81650ADDRESS03/22/202210:49:07am03/22/2022
#RELEASE / REVISIONDWN / CHKDATEENG0Anchor Bolts for ConstructionNBS / EOPJIL11/24/20211Rev. 1 Anchor Bolts for Const.NBS / EOPJIL12/02/20212Building Department ReviewMBS / EVTJIL12/15/20213Rev. 2 Anchor Bolts for Const.NBS / EOPJIL03/07/20224Rev. 1 Build. Depart. ReviewTKL / MBHJIL03/22/2022AB2SHEETPROJECT NAMEKUHN AVIATION HANGARCUSTOMER NAMECRUSAK, INC.JOB NUMBERU21X1224ADRAWING STATUSFOR PERMITS ONLY375 CO RD 352**NOT FOR CONSTRUCTION**Anchor Bolt DetailsDRAWING TITLE(435) 919-3100(435) 919-3101FAX:PHONE:RIFLE, CO 81650ADDRESS03/22/202210:49:08am03/22/2022
E1SHEETPROJECT NAMEKUHN AVIATION HANGARCUSTOMER NAMECRUSAK, INC.JOB NUMBERU21X1224ADRAWING STATUSFOR PERMITS ONLY375 CO RD 352**NOT FOR CONSTRUCTION**Primary Framing Shakeout PlanDRAWING TITLE(435) 919-3100(435) 919-3101FAX:PHONE:RIFLE, CO 81650ADDRESS03/22/202210:49:13am#RELEASE / REVISIONDWN / CHKDATEENG0Anchor Bolts for ConstructionNBS / EOPJIL11/24/20211Rev. 1 Anchor Bolts for Const.NBS / EOPJIL12/02/20212Building Department ReviewMBS / EVTJIL12/15/20213Rev. 2 Anchor Bolts for Const.NBS / EOPJIL03/07/20224Rev. 1 Build. Depart. ReviewTKL / MBHJIL03/22/2022Notes:PLACE METAL TAGGED END OF RAFTERS TOWARD THE LOW EAVE.
RAFTERS CENTERED ON RIDGE: IF NOT SYMMETRICAL, "*" INDICATES THE TAGGED END.
OTHERWISE, THEY ARE SYMMETRICAL AND CAN BE ORIENTED EITHER DIRECTION.
REFERENCE CROSS SECTIONS FOR ORIENTATION OF INTERIOR COLUMNS.
L L
K K
E
A A
1 4 5 6 7 8
J
H
G
D
C
B B
3
5/8''
CA=CABLE BRACINGRD=ROD BRACING1/2''CODE05 DIAMETER5/8''02 1/4''03 3/8''0406 3/4''07 7/8''08 1''09 1 1/8''10 1 1/4''
CA=CABLE BRACING
RD=ROD BRACING
CODE DIAMETER
02 1/4''
03 3/8''
04 1/2''
05
06 3/4''
07 7/8''
08 1''
09 1 1/8''
10 1 1/4''
RD05
-
6
SKP-1 (80S075 )
SKP-1 (80S075 )
ECB-6RRB-1SKP-2 (80S075 )
RD05-
6
RD07-1
RCB-5
RD05-6
RD07-2
RD05-6
RD07-2
RD05-6
RD07-1
RD05-9
RD0
5
-
9
RD07-3RD08-1
SKP-1 (80S075 )ERB-2SKP-1 (80S075 )RRB-6RD05-4
RD05-4
RD
0
7
-
3
RD
0
8
-
2
RCB-7
RD0
5
-
1
0
RD05-9
RD05-5
RD05-6
RD07-2
RD05-6
RD07-2
RD05-6
SKP-3 (80S075 )
SKP-3 (80S075 )
RD0
5
-
5
RD0
5
-
8
RD0
5
-
7
ECB-7
RD05-7
RD05-12
RD05-11 RD
0
8
-
2
RD07-3
RD08-2RD07-1
RD0
5
-
1
1
RD05-
6
RD07-
2
RD05-
6
RD07-
2
RD05-
6
RRB-1RRB-5ERB-1ECB-1
ECB-2
ERB-2RD05-4
RD05-4
RD07-
2
RD05-
6
RD07-
2
RRB-5RCB-2
RRB-1RRB-3RCB-2
RD
0
7
-
3
RCB-1RRB-1RRB-4RCB-3
RCB-8
RCB-6 RRB-3RCB-2RRB-1RCB-1
RRB-1RRB-2ECB-8
RCB-7
RCB-4
RCB-2
RRB-1RCB-1RRB-1RRB-4RCB-1
RRB-2ECB-3
ERB-1ECB-5
ECB-4RRB-6RRB-7RRB-8RRB-9RRB-11RRB-12RCB-8
RRB-15RRB-13RRB-14RD07-1
RRB-9RRB-10SKP-2 (80S075 )26'-626'-619'-0133'-0
23'-6 20'-10 22'-2 22'-2 22'-222'-2 19'-019'-026'-826'-826'-84'-019'-04'-0125'-0171'-0171'-003/22/2022
G -G E2SHEETPROJECT NAMEKUHN AVIATION HANGARCUSTOMER NAMECRUSAK, INC.JOB NUMBERU21X1224ADRAWING STATUSFOR PERMITS ONLY375 CO RD 352**NOT FOR CONSTRUCTION**Hangar Door Framing Shakeout PlanDRAWING TITLE(435) 919-3100(435) 919-3101FAX:PHONE:RIFLE, CO 81650ADDRESS03/22/202210:49:20am#RELEASE / REVISIONDWN / CHKDATEENG0Anchor Bolts for ConstructionNBS / EOPJIL11/24/20211Rev. 1 Anchor Bolts for Const.NBS / EOPJIL12/02/20212Building Department ReviewMBS / EVTJIL12/15/20213Rev. 2 Anchor Bolts for Const.NBS / EOPJIL03/07/20224Rev. 1 Build. Depart. ReviewTKL / MBHJIL03/22/2022Notes:PLACE METAL TAGGED END OF RAFTERS TOWARD THE LOW EAVE.
RAFTERS CENTERED ON RIDGE: IF NOT SYMMETRICAL, "*" INDICATES THE TAGGED END.
OTHERWISE, THEY ARE SYMMETRICAL AND CAN BE ORIENTED EITHER DIRECTION.
REFERENCE CROSS SECTIONS FOR ORIENTATION OF INTERIOR COLUMNS.
A -A
B -B
C -C
D -D
E -E
F -F
H -H
I -I
J -J
K -K
L -L
M -M
N -N
O -O
P -P
Q -Q
R -R
S -S
T -T
C
J
B B
L L
K
A A
1 3 SPK-7
(P6.134
)PIPE KICKER
(BY OTHERS)
W6X9 BEAM
MXH-18
(W8X18 )
MXH-42 (W8X18 )(Hangar Roof Beam)
29'-9"
MXH-33
(W8X18 )7'-0 1/4
22'-29'-09'-6C CRRB-1023'-69'-0133'-0RRB-13D D9'-0O O
MXH-39 (W8X18 )
(Hangar Roof Beam)
MXH-41 (W8X18 )
(Hangar Roof Beam)
P P
9'-69'-0ECB-7
RCB-6
RCB-8
T T
RCB-7RRB-12RRB-9J J
E E
M M
MXH-40 (W8X18 )
(Hangar Roof Beam)RRB-15RRB-7MXH-41 (W8X18 )
(Hangar Roof Beam)
A A
MXH-40 (W8X18 )
(Hangar Roof Beam)
RCB-3
MXH-39 (W8X18 )
(Hangar Roof Beam)
F F
MXH-40 (W8X18 )
(Hangar Roof Beam)
MXH-39 (W8X18 )
(Hangar Roof Beam)
MXH-40 (W8X18 )
(Hangar Roof Beam)B B
MXH-40 (W8X18 )
(Hangar Roof Beam)RRB-6RRB-8RRB-11RCB-7
RRB-14RRB-9ECB-8 RRB-6RCB-5
RCB-8
RCB-4
MXH-39 (W8X18 )
(Hangar Roof Beam)
MXH-42 (W8X18 )
(Hangar Roof Beam)
MXH-42 (W8X18 )
(Hangar Roof Beam)
MXH-42 (W8X18 )
(Hangar Roof Beam)
MXH-39 (W8X18 )
(Hangar Roof Beam)
MXH-40 (W8X18 )
(Hangar Roof Beam)
MXH-41 (W8X18 )
(Hangar Roof Beam)
MXH-40 (W8X18 )
(Hangar Roof Beam)
MXH-40 (W8X18 )
(Hangar Roof Beam)
MXH-40 (W8X18 )
(Hangar Roof Beam)
G G
H H
I I
K K
L L
N N
Q Q
R R
S S 19'-0171'-019'-0171'-04'-0125'-04'-019'-019'-08'-69'-09'-09'-09'-68'-69'-68'-69'-68'-69'-09'-68'-0(BY OTHERS)
W6X9 BEAM
22'-2
MXH-40 (W8X18 )(Hangar Roof Beam)
29'-9"
MXH-38
(W8X18 )
SPK-2(P6.134)PIPE KICKER6'-1 7/8
MXH-3
(W8X18 )
SPK-1(P6.134)PIPE KICKER
(BY OTHERS)
W6X9 BEAM
22'-2
MXH-40 (W8X18 )(Hangar Roof Beam)
29'-9"
MXH-28
(W8X18 )7'-0 1/4
SPK-3(P6.134
)PIPE KICKE
R
MXH-6
(W8X18 )
(BY OTHERS)
W6X9 BEAM
MXH-39 (W8X18 )(Hangar Roof Beam)
29'-9"
MXH-29
(W8X18 )
7'-0 1/4
22'-2
29'-9" SPK-4
(P6.134
)PIPE KICK
E
R
MXH-30
(W8X18 )MXH-9
(W8X18 )
22'-2
(BY OTHERS)
W6X9 BEAM
MXH-39 (W8X18 )(Hangar Roof Beam)
7'-0 1/4
(BY OTHERS)
W6X9 BEAM SPK-5
(P6.134
)PIPE KICKE
R
MXH-31
(W8X18 )
MXH-39 (W8X18 )(Hangar Roof Beam)
7'-0 1/4
29'-9"
MXH-12
(W8X18 )
22'-2
MXH-42 (W8X18 )(Hangar Roof Beam)
SPK-6
(P6.134
)PIPE KICKE
R
(BY OTHERS)
W6X9 BEAM
29'-9"
MXH-32
(W8X18 )
MXH-15
(W8X18 )
7'-0 1/4
22'-2
MXH-21
(W8X18 )
MXH-42 (W8X18 )(Hangar Roof Beam)
(BY OTHERS)
W6X9 BEAMMXH-34(W8X18)29'-9"
SPK-8
(P6.134
)PIPE KICKER7'-0 1/4
22'-2
SPK-9
(P6.134
)PIPE KICKER
29'-9" (BY OTHERS)
W6X9 BEAM
MXH-39 (W8X18 )(Hangar Roof Beam)
MXH-24
(W8X18 )MXH-35(W8X18)7'-0 1/4
22'-2
29'-9" MXH-36(W8X18)MXH-39 (W8X18 )(Hangar Roof Beam)
(BY OTHERS)
W6X9 BEAM
MXH-27
(W8X18 )
SPK-10
(P6.134
)PIPE KICKER7'-0 1/4
22'-2
MXH-40 (W8X18 )(Hangar Roof Beam)
(BY OTHERS)
W6X9 BEAM
29'-9"
MXH-26
(W8X18 )MXH-25(W8X18)SPK-10
(P6.134
)PIPE KICKER7'-0 1/4
22'-2
MXH-23
(W8X18 )
29'-9" (BY OTHERS)
W6X9 BEAM
MXH-40 (W8X18 )(Hangar Roof Beam)MXH-22(W8X18)SPK-9
(P6.134
)PIPE KICKER7'-0 1/4
22'-2
MXH-20
(W8X18 )
(BY OTHERS)
W6X9 BEAM
MXH-41 (W8X18 )(Hangar Roof Beam)
29'-9" MXH-19(W8X18)SPK-8
(P6.134
)PIPE KICKER7'-0 1/4
22'-2
MXH-41 (W8X18 )(Hangar Roof Beam)
29'-9" MXH-16(W8X18)SPK-7
(P6.134
)PIPE KICKER
(BY OTHERS)
W6X9 BEAM
MXH-17
(W8X18 )7'-0 1/4
22'-2
(BY OTHERS)
W6X9 BEAM SPK-6
(P6.134
)PIPE KICKE
R
MXH-41 (W8X18 )(Hangar Roof Beam)
29'-9"
7'-0 1/4
MXH-14
(W8X18 )MXH-13(W8X18)22'-2
MXH-10(W8X18)29'-9"
22'-2
SPK-5
(P6.134
)PIPE KICKE
R
(BY OTHERS)
W6X9 BEAM
MXH-40 (W8X18 )(Hangar Roof Beam)
MXH-11
(W8X18 )7'-0 1/4
29'-9"
MXH-7
(W8X18 )
MXH-40 (W8X18 )(Hangar Roof Beam)
SPK-4
(P6.134
)PIPE KICK
E
R
MXH-8
(W8X18 )
(BY OTHERS)
W6X9 BEAM
7'-0 1/4
22'-2
MXH-5
(W8X18 )
MXH-4
(W8X18 )
(BY OTHERS)
W6X9 BEAM
22'-2
MXH-40 (W8X18 )(Hangar Roof Beam)
29'-9"
7'-0 1/4
MXH-2
(W8X18 )
(BY OTHERS)W6X9 BEAM
MXH-40 (W8X18 )(Hangar Roof Beam)
29'-9"
MXH-1
(W8X18 )
SPK-1(P6.134)PIPE KICKER7'-0 1/4
22'-2
(BY OTHERS)W6X9 BEAM
MXH-40 (W8X18 )(Hangar Roof Beam)
29'-9"
MXH-37
(W8X18 )
SPK-2(P6.134)PIPE KICKER6'-1 7/8
22'-2 03/22/2022
E3SHEETPROJECT NAMEKUHN AVIATION HANGARCUSTOMER NAMECRUSAK, INC.JOB NUMBERU21X1224ADRAWING STATUSFOR PERMITS ONLY375 CO RD 352**NOT FOR CONSTRUCTION**Frame Cross Section at Line 1DRAWING TITLE(435) 919-3100(435) 919-3101FAX:PHONE:RIFLE, CO 81650ADDRESS03/22/202210:49:28am#RELEASE / REVISIONDWN / CHKDATEENG0Anchor Bolts for ConstructionNBS / EOPJIL11/24/20211Rev. 1 Anchor Bolts for Const.NBS / EOPJIL12/02/20212Building Department ReviewMBS / EVTJIL12/15/20213Rev. 2 Anchor Bolts for Const.NBS / EOPJIL03/07/20224Rev. 1 Build. Depart. ReviewTKL / MBHJIL03/22/2022FRAME CROSS SECTION GENERAL NOTES:
FN1:
FN2:
FN3:FN4:
FN5:
FN6: FOR COLUMN AND RAFTER MARK NUMBERS,SEE SHAKEOUT PLAN. (2) INDICATES THAT FLANGE BRACING IS REQUIRED ON BOTH SIDES OF THE FRAME LINE.
FOR EXPANDABLE ENDWALL RIGID FRAMES, IF FLANGE BRACING IS REQUIRED ON BOTH SIDES (2) OF AN EXPANDABLE ENDFRAME, THE OPPOSITE SIDE FLANGE BRACE WILL HAVE TO BE INSTALLED AT THETIME OF EXPANSION. THESE FLANGE BRACES HAVE BEEN PROVIDED, AS REQUIRED, FOR THIS FUTURE CONDITION.
IF (2) IS NOT INDICATED, ONLY ONE FLANGE BRACE ISREQUIRED AND CAN BE LOCATED ON EITHER SIDE OF THEFRAME.
"*" INDICATES THE LONG SIDE OF THE INTERIOR COLUMNS. COLUMNS AT THE RIDGE ARE T YPICALLY "FLAT-TOP" COLUMNS, UNLESS INDICATED BY THE "*" SYMBOL.
RIGID FRAMES SHALL HAVE 50% OF THEIR BOLTSINSTALLED AND TIGHTENED ON BOTH SIDES OF THE WEBADJACENT TO EACHFLANGE BEFORE THE HOISTING EQUIPMENT IS RELEASED.
J
B L
C
KA GIRT SPACINGEAVE HEIGHTEAVE HEIGHTGIRT SPACINGSTEEL LINE STEEL LINECENTER OF BEAM BY OTHERSCLEAR UNDER RAFTERCLEAR UNDER RAFTERBOTTOM OF BEAM BY OTHERSTHICK
WEB
5.00 X 0.25
45.98
DEPTH
WEB
ENDING
18.00
MEMBER SIZE TABLE
NAME
ASSEMBLY
46.73
FLANGE
OUTSIDE
LENGTH
WEB
DEPTH
WEB
STARTING
7
DEPTH
WEB
ENDING
FLANGE
INSIDE
13.00
NAME
ASSEMBLY
11.50
FLANGE
OUTSIDE
THICK
WEB
11
LENGTH
WEB
DEPTH
WEB
STARTING
FLANGE
INSIDE
29.75
1 5.00 X 0.25
10
0.15 190.75
5.00 X 0.25
11.50 11.50
21.25
5.00 X 0.25
5.00 X 0.25
8 12.00 X 1.00
8.00 X 0.50
0.25 178.62 18.00 29.75 12.00 X 1.25
0.15 201.49 11.50
PLATE SIZE
11.50 0.50 46.73 29.75
0.31
29.75 12.00 X 1.00
2
NOTE: UNITS ARE DECIMAL INCH.
0.13 217.08 13.00 13.00
190.75
5.00 X 0.25 0.31 187.22 29.75 29.75
3 10.00 X 0.50 0.31 234.48 41.96 33.02 10.00 X 0.62 9
BOLTS
8.00 X 0.38 0.19 238.00 21.25
A
21.25 8.00 X 0.38
4 8.00 X 0.50 0.22 263.50
SPLICE BOLT TABLE
33.01 39.55
29.75
8.00 X 0.31 0.19 122.62
32'-0 3/16
21.25 21.25
11.50
0.22 263.38 39.55 8.00 X 0.38 0.19 238.00 21.25 8.00 X 0.38
5 0.22 263.50 33.01 39.50 8.00 X 0.31 0.19 122.62 21.25 21.25
0.22 263.38 39.50 45.98 8.00 X 0.31 12.00 X 1.00 0.25 178.62 29.75 12.00 X 1.00
6 0.13 217.08 13.00 5.00 X 0.25 0.50 29.75 12.00 X 1.25
5.00 X 0.25 0.15 201.49 11.50 187.22 29.75
0.15 11.50
SPLICE CLEAR TO F.F.PLATE SIZE
(6)5/8 X 2 1/4 A325T 6" X 3/8 N/A
B (16)1 1/4 X 4 1/4 A325T 30'-6 7/16 10" X 1''N/A
C (12)3/4 X 3 A325T 33'-0 7/16 8" X 1/2 10" X 5/8
D (16)3/4 X 3 A325T 35'-7 3/16 8" X 5/8 8" X 5/8
E (12)3/4 X 3 A325T 33'-0 7/16 8" X 1/2 10" X 5/8
F (16)1 1/4 X 4 1/4 A325T 30'-6 7/16 10" X 1''N/A
G (6)5/8 X 2 1/4 A325T 32'-0 3/16 6" X 3/8 N/A
4'-23'-69'-0
4'-033'-54'-26'-10
6
1
1
8
12
4'-34'-05'-44'-44
9'-0
9
11
1
3
AD0091
FBF-1FBC30
9'-6 FBC428'-0 9'-0FBF-1FBF-2FBC52FBF-3125'-0
FBC30
FBC30
3'-10AD0091FBC58FBF-2FBC30
A
9'-0FBC52FBC42
3'-1019'-033'-535'-035'-010
2
7
3
5
E
D
GB
C
F
FBF-8 FBF-3FBC56FBF-4FBF-4FBC58FBC56FBC52FBC52FBF-1FBF-16'-10
A G
3'-69/16
4'-09'-09'-0
FBF-8
12
171'-0 4'-34'-05'-44'-43'-623'-04'-0
85'-95/8 85'-9 9/16
3'-6 9/163@3'-6 11 /162'-6 1/8
15@ 4'-6 3/16
1'-41'-4
15@4'-63/16
2'-61/83@3'-6 11/16
29'-98'-09'-69'-09'-09'-09'-09'-09'-09'-09'-69'-6
30'-105/830'-105/829'-603/22/2022
#RELEASE / REVISIONDWN / CHKDATEENG0Anchor Bolts for ConstructionNBS / EOPJIL11/24/20211Rev. 1 Anchor Bolts for Const.NBS / EOPJIL12/02/20212Building Department ReviewMBS / EVTJIL12/15/20213Rev. 2 Anchor Bolts for Const.NBS / EOPJIL03/07/20224Rev. 1 Build. Depart. ReviewTKL / MBHJIL03/22/2022E4SHEETPROJECT NAMEKUHN AVIATION HANGARCUSTOMER NAMECRUSAK, INC.JOB NUMBERU21X1224ADRAWING STATUSFOR PERMITS ONLY375 CO RD 352**NOT FOR CONSTRUCTION**Frame Cross Section at Line 3DRAWING TITLE(435) 919-3100(435) 919-3101FAX:PHONE:RIFLE, CO 81650ADDRESS03/22/202210:49:35amFRAME CROSS SECTION GENERAL NOTES:
FN1:
FN2:
FN3:FN4:
FN5:
FN6: FOR COLUMN AND RAFTER MARK NUMBERS,SEE SHAKEOUT PLAN. (2) INDICATES THAT FLANGE BRACING IS REQUIRED ON BOTH SIDES OF THE FRAME LINE.
FOR EXPANDABLE ENDWALL RIGID FRAMES, IF FLANGE BRACING IS REQUIRED ON BOTH SIDES (2) OF AN EXPANDABLE ENDFRAME, THE OPPOSITE SIDE FLANGE BRACE WILL HAVE TO BE INSTALLED AT THETIME OF EXPANSION. THESE FLANGE BRACES HAVE BEEN PROVIDED, AS REQUIRED, FOR THIS FUTURE CONDITION.
IF (2) IS NOT INDICATED, ONLY ONE FLANGE BRACE ISREQUIRED AND CAN BE LOCATED ON EITHER SIDE OF THEFRAME.
"*" INDICATES THE LONG SIDE OF THE INTERIOR COLUMNS. COLUMNS AT THE RIDGE ARE T YPICALLY "FLAT-TOP" COLUMNS, UNLESS INDICATED BY THE "*" SYMBOL.
RIGID FRAMES SHALL HAVE 50% OF THEIR BOLTSINSTALLED AND TIGHTENED ON BOTH SIDES OF THE WEBADJACENT TO EACHFLANGE BEFORE THE HOISTING EQUIPMENT IS RELEASED.
B KKB LAEAVE HEIGHTSTEEL LINE STEEL LINEGIRT SPACINGGIRT SPACINGEAVE HEIGHTCLEAR UNDER RAFTERCLEAR UNDER RAFTERMEMBER SIZE TABLE
0.31
52.00
DEPTH
WEB
STARTING
8.00 X 0.62
NAME
ASSEMBLY
FLANGE
OUTSIDE
0.31
THICK
WEB
LENGTH
WEB
DEPTH
WEB
ENDING
6
FLANGE
INSIDE
NAME
ASSEMBLY
FLANGE
OUTSIDE
THICK
WEB
LENGTH
WEB
DEPTH
WEB
STARTING
DEPTH
WEB
ENDING
FLANGE
INSIDE
1
0.13
5.00 X 0.25 0.15 190.75 11.50
5.00 X 0.25
11.50 5.00 X 0.25
5.00 X 0.25
0.15
13.00
190.75 11.50 11.50
201.49
0.15 201.49 11.50 11.50
263.26
8 12.00 X 0.38 0.28 178.62
8.00 X 0.50
19.00 35.76
NOTE: UNITS ARE DECIMAL INCH.
12.00 X 0.75
2 5.00 X 0.25 0.13 217.08 13.00 13.00 5.00 X 0.25 62.87 52.00 52.00 12.00 X 0.62
3 10.00 X 0.38 0.38 214.36 57.89 35.07 10.00 X 0.62 0.31 173.00 35.76 52.00
4 8.00 X 0.62 0.25 263.37 35.01 40.54 8.00 X 0.50 9 12.00 X 0.38 0.28 178.62 19.00 35.76 12.00 X 0.62
0.25 45.98 40.54 0.31 62.87 52.00 52.00 12.00 X 0.75
5 8.00 X 0.50 0.25 263.38 35.01 40.50 8.00 X 0.50 173.00 35.76
0.25 263.26 40.50 45.98 8.00 X 0.50
5.00 X 0.25 217.08 13.00
7 0.15 11.50 11.50 5.00 X 0.25
SPLICE BOLT TABLE
SPLICE BOLTS CLEAR TO F.F.PLATE SIZE PLATE SIZE
A (6)5/8 X 2 1/4 A325T 32'-0 3/16 6" X 3/8 N/A
B (16)1 1/4 X 3 1/2 A325T 29'-4 1/4 10" X 1''1'-0" X 1''
C (12)7/8 X 3 A325T 32'-10 3/16 8" X 5/8 10" X 5/8
D (16)7/8 X 3 A325T 35'-6 13/16 8" X 3/4 8" X 3/4
E (12)7/8 X 3 A325T 32'-10 3/16 8" X 5/8 10" X 5/8
F (16)1 1/4 X 3 1/2 A325T 29'-4 1/4 1'-0" X 1''10" X 1''
G (6)5/8 X 2 1/4 A325T 32'-0 3/16 6" X 3/8 N/A
33'-53'-10FBC30
85'-9 5/8
3'-6 1/2
19'-04'-214@4'-63/16
1'-4
G
FBC30 FBF-1FBC56FBF-5 (2) FBC603'-61/2 3@ 3'-6 11 /16
(2) FBC663
4
9
3
5
1
2
7
6
8
B
C
D
F
EA G
FBC30
FBF-8 FBF-1FBF-6 FBC52FBC54FBC56FBC58FBC58FBC54FBC52FBF-7
FBF-6FBF-1FBC42FBF-1FBC30
FBF-8(2) FBC54(2) FBC60(2) FBC54(2) FBC66FBF-5
FBF-7A4'-35'-419'-0 133'-0
171'-04'-03'-104'-43'-64'-035'-035'-04'-34'-24'-05'-44'-43'-64'-033'-585'-95/8
2'-21/8
2'-41/16
2'-61/8
3@3'-611/16
29'-89/1629'-89/162'-6 1/82'-4 1/16
2'-2 1/8
14@ 4'-6 3/16
1'-4
03/22/2022
E5SHEETPROJECT NAMEKUHN AVIATION HANGARCUSTOMER NAMECRUSAK, INC.JOB NUMBERU21X1224ADRAWING STATUSFOR PERMITS ONLY375 CO RD 352**NOT FOR CONSTRUCTION**Frame Cross Section at Line 4DRAWING TITLE(435) 919-3100(435) 919-3101FAX:PHONE:RIFLE, CO 81650ADDRESS03/22/202210:49:43am#RELEASE / REVISIONDWN / CHKDATEENG0Anchor Bolts for ConstructionNBS / EOPJIL11/24/20211Rev. 1 Anchor Bolts for Const.NBS / EOPJIL12/02/20212Building Department ReviewMBS / EVTJIL12/15/20213Rev. 2 Anchor Bolts for Const.NBS / EOPJIL03/07/20224Rev. 1 Build. Depart. ReviewTKL / MBHJIL03/22/2022FRAME CROSS SECTION GENERAL NOTES:
FN1:
FN2:
FN3:FN4:
FN5:
FN6: FOR COLUMN AND RAFTER MARK NUMBERS,SEE SHAKEOUT PLAN. (2) INDICATES THAT FLANGE BRACING IS REQUIRED ON BOTH SIDES OF THE FRAME LINE.
FOR EXPANDABLE ENDWALL RIGID FRAMES, IF FLANGE BRACING IS REQUIRED ON BOTH SIDES (2) OF AN EXPANDABLE ENDFRAME, THE OPPOSITE SIDE FLANGE BRACE WILL HAVE TO BE INSTALLED AT THETIME OF EXPANSION. THESE FLANGE BRACES HAVE BEEN PROVIDED, AS REQUIRED, FOR THIS FUTURE CONDITION.
IF (2) IS NOT INDICATED, ONLY ONE FLANGE BRACE ISREQUIRED AND CAN BE LOCATED ON EITHER SIDE OF THEFRAME.
"*" INDICATES THE LONG SIDE OF THE INTERIOR COLUMNS. COLUMNS AT THE RIDGE ARE T YPICALLY "FLAT-TOP" COLUMNS, UNLESS INDICATED BY THE "*" SYMBOL.
RIGID FRAMES SHALL HAVE 50% OF THEIR BOLTSINSTALLED AND TIGHTENED ON BOTH SIDES OF THE WEBADJACENT TO EACHFLANGE BEFORE THE HOISTING EQUIPMENT IS RELEASED.
B KCLEAR UNDER RAFTERGIRT SPACINGSTEEL LINE STEEL LINEGIRT SPACINGEAVE HEIGHTEAVE HEIGHTCLEAR UNDER RAFTERNAME
ASSEMBLY
LENGTH
WEB
263.26
THICK
WEB
178.62
MEMBER SIZE TABLE
FLANGE
OUTSIDE
DEPTH
WEB
STARTING
DEPTH
WEB
ENDING
FLANGE
INSIDE
1 12.00 X 0.38 0.28 19.00 35.78 12.00 X 0.75
0.31 62.87 52.00 52.00 12.00 X 0.62
0.31 172.63 35.78 52.00
2 10.00 X 0.38 0.38 214.36 57.89 35.07 10.00 X 0.62
3 8.00 X 0.62 0.28
B
263.37 35.01 40.54 8.00 X 0.38
10" X 5/8
8.00 X 0.50
1'-0" X 1''
0.22 263.26 45.98 40.54
4 8.00 X 0.50 0.28 263.38 35.01 40.50 8.00 X 0.38
8.00 X 0.62 0.22 40.50 45.98 8.00 X 0.38
NOTE: UNITS ARE DECIMAL INCH.
SPLICE BOLT TABLE
SPLICE BOLTS CLEAR TO F.F.PLATE SIZE PLATE SIZE
A (16)1 1/4 X 3 1/2 A325T 29'-4 1/4 1'-0" X 1''
(12)3/4 X 3 A325T 32'-10 9/16 8" X 5/8
C (16)3/4 X 3 A325T 35'-7 1/4 8" X 3/4 8" X 3/4
D (12)3/4 X 3 A325T 32'-10 9/16 8" X 5/8 10" X 5/8
E (16)1 1/4 X 3 1/2 A325T 29'-4 1/4 1'-0" X 1''1'-0" X 1''
(2) FBC48
1'-8FBC5829'-89/16FBC582
3
1
2
3'-104'-0(2) FBC40 (2) FBC5414@ 4'-6 3/16
66'-8 3/4
FBC56FBC52(2) FBC56 FBC521
4 2'-114'-0FBC54(2) FBC48
1'-4
B
C
E
12
D2'-11(2) FBC56 2'-115'-44'-0(2) FBC601'-4
4'-28
2'-2 1/8
A
14@4'-63/16
5'-43'-6133'-0
128'-4
12
1
FBC564'-4FBC54(2) FBC66(2) FBC60(2) FBC54(2) FBC66(2) FBC403'-104'-02'-111
35'-035'-02'-21/8
66'-83/4
1'-8
8 4'-24'-43'-629'-89/1603/22/2022
#RELEASE / REVISIONDWN / CHKDATEENG0Anchor Bolts for ConstructionNBS / EOPJIL11/24/20211Rev. 1 Anchor Bolts for Const.NBS / EOPJIL12/02/20212Building Department ReviewMBS / EVTJIL12/15/20213Rev. 2 Anchor Bolts for Const.NBS / EOPJIL03/07/20224Rev. 1 Build. Depart. ReviewTKL / MBHJIL03/22/2022E6SHEETPROJECT NAMEKUHN AVIATION HANGARCUSTOMER NAMECRUSAK, INC.JOB NUMBERU21X1224ADRAWING STATUSFOR PERMITS ONLY375 CO RD 352**NOT FOR CONSTRUCTION**Frame Cross Section at Line 5DRAWING TITLE(435) 919-3100(435) 919-3101FAX:PHONE:RIFLE, CO 81650ADDRESS03/22/202210:49:51amFRAME CROSS SECTION GENERAL NOTES:
FN1:
FN2:
FN3:FN4:
FN5:
FN6: FOR COLUMN AND RAFTER MARK NUMBERS,SEE SHAKEOUT PLAN. (2) INDICATES THAT FLANGE BRACING IS REQUIRED ON BOTH SIDES OF THE FRAME LINE.
FOR EXPANDABLE ENDWALL RIGID FRAMES, IF FLANGE BRACING IS REQUIRED ON BOTH SIDES (2) OF AN EXPANDABLE ENDFRAME, THE OPPOSITE SIDE FLANGE BRACE WILL HAVE TO BE INSTALLED AT THETIME OF EXPANSION. THESE FLANGE BRACES HAVE BEEN PROVIDED, AS REQUIRED, FOR THIS FUTURE CONDITION.
IF (2) IS NOT INDICATED, ONLY ONE FLANGE BRACE ISREQUIRED AND CAN BE LOCATED ON EITHER SIDE OF THEFRAME.
"*" INDICATES THE LONG SIDE OF THE INTERIOR COLUMNS. COLUMNS AT THE RIDGE ARE T YPICALLY "FLAT-TOP" COLUMNS, UNLESS INDICATED BY THE "*" SYMBOL.
RIGID FRAMES SHALL HAVE 50% OF THEIR BOLTSINSTALLED AND TIGHTENED ON BOTH SIDES OF THE WEBADJACENT TO EACHFLANGE BEFORE THE HOISTING EQUIPMENT IS RELEASED.
B K EAVE HEIGHTEAVE HEIGHTSTEEL LINE STEEL LINEGIRT SPACINGGIRT SPACINGCLEAR UNDER RAFTERCLEAR UNDER RAFTERLENGTH
WEB
263.26
0.28
1'-0" X 1''
NAME
ASSEMBLY
0.31
THICK
WEB
178.62
MEMBER SIZE TABLE
FLANGE
OUTSIDE
DEPTH
WEB
STARTING
DEPTH
WEB
ENDING
FLANGE
INSIDE
1 12.00 X 0.38 0.28 19.00 35.78 12.00 X 0.75
62.87 52.00 52.00 12.00 X 0.62
0.31 172.63 35.78 52.00
2 10.00 X 0.38 0.38 214.36 57.89 35.07 10.00 X 0.62
3 8.00 X 0.62 0.28 263.37 35.01 40.54 8.00 X 0.38
8.00 X 0.50 0.22 263.26 45.98 40.54
4 8.00 X 0.50 263.38 35.01 40.50 8.00 X 0.38
8.00 X 0.62 0.22 40.50 45.98 8.00 X 0.38
NOTE: UNITS ARE DECIMAL INCH.
SPLICE BOLT TABLE
SPLICE BOLTS CLEAR TO F.F.PLATE SIZE PLATE SIZE
A (16)1 1/4 X 3 1/2 A325T 29'-4 1/4 1'-0" X 1''1'-0" X 1''
B (12)3/4 X 3 A325T 32'-10 9/16 10" X 5/8 8" X 5/8
C (16)3/4 X 3 A325T 35'-7 1/4 8" X 3/4 8" X 3/4
D (12)3/4 X 3 A325T 32'-10 9/16 10" X 5/8 8" X 5/8
E (16)1 1/4 X 3 1/2 A325T 29'-4 1/4 1'-0" X 1''
A
2
4'-4(2) FBC56
14@4'-6 3/16
FBC581FBC52
3'-63
5'-43'-6(2) FBC48
1'-82'-11(2) FBC48(2) FBC5412
(2) FBC60B
(2) FBC56(2) FBC60E
(2) FBC40
12
4
3'-1014'-25'-44'-04'-466'-8 3/4 1
35'-066'-83/4
2'-21/8
1
2C
DFBC52FBC54FBC56FBC58FBC56 2'-11FBC54(2) FBC40 (2) FBC66(2) FBC54(2) FBC6635'-02'-2 1/8
14@ 4'-6 3/16
1'-41'-4
133'-02'-114'-04'-02'-114'-23'-104'-08128'-4
1'-8
8 29'-89/1629'-89/1603/22/2022
E7SHEETPROJECT NAMEKUHN AVIATION HANGARCUSTOMER NAMECRUSAK, INC.JOB NUMBERU21X1224ADRAWING STATUSFOR PERMITS ONLY375 CO RD 352**NOT FOR CONSTRUCTION**Frame Cross Section at Line 6DRAWING TITLE(435) 919-3100(435) 919-3101FAX:PHONE:RIFLE, CO 81650ADDRESS03/22/202210:50:00am#RELEASE / REVISIONDWN / CHKDATEENG0Anchor Bolts for ConstructionNBS / EOPJIL11/24/20211Rev. 1 Anchor Bolts for Const.NBS / EOPJIL12/02/20212Building Department ReviewMBS / EVTJIL12/15/20213Rev. 2 Anchor Bolts for Const.NBS / EOPJIL03/07/20224Rev. 1 Build. Depart. ReviewTKL / MBHJIL03/22/2022FRAME CROSS SECTION GENERAL NOTES:
FN1:
FN2:
FN3:FN4:
FN5:
FN6: FOR COLUMN AND RAFTER MARK NUMBERS,SEE SHAKEOUT PLAN. (2) INDICATES THAT FLANGE BRACING IS REQUIRED ON BOTH SIDES OF THE FRAME LINE.
FOR EXPANDABLE ENDWALL RIGID FRAMES, IF FLANGE BRACING IS REQUIRED ON BOTH SIDES (2) OF AN EXPANDABLE ENDFRAME, THE OPPOSITE SIDE FLANGE BRACE WILL HAVE TO BE INSTALLED AT THETIME OF EXPANSION. THESE FLANGE BRACES HAVE BEEN PROVIDED, AS REQUIRED, FOR THIS FUTURE CONDITION.
IF (2) IS NOT INDICATED, ONLY ONE FLANGE BRACE ISREQUIRED AND CAN BE LOCATED ON EITHER SIDE OF THEFRAME.
"*" INDICATES THE LONG SIDE OF THE INTERIOR COLUMNS. COLUMNS AT THE RIDGE ARE T YPICALLY "FLAT-TOP" COLUMNS, UNLESS INDICATED BY THE "*" SYMBOL.
RIGID FRAMES SHALL HAVE 50% OF THEIR BOLTSINSTALLED AND TIGHTENED ON BOTH SIDES OF THE WEBADJACENT TO EACHFLANGE BEFORE THE HOISTING EQUIPMENT IS RELEASED.
KB GIRT SPACINGSTEEL LINE STEEL LINE EAVE HEIGHTEAVE HEIGHTGIRT SPACINGCLEAR UNDER RAFTERCLEAR UNDER RAFTERFLANGE
OUTSIDE
0.28
THICK
WEB
LENGTH
WEB
MEMBER SIZE TABLE
NAME
ASSEMBLY
DEPTH
WEB
STARTING
DEPTH
WEB
ENDING
FLANGE
INSIDE
1 12.00 X 0.38 178.62 19.00 35.78 12.00 X 0.75
0.31 62.87 52.00 52.00 12.00 X 0.62
0.31 172.63 35.78 52.00
2 10.00 X 0.38 0.38 214.36 57.89 35.07 10.00 X 0.62
3 8.00 X 0.62 0.28 263.37 35.01 40.54 8.00 X 0.38
8.00 X 0.50 0.22 263.26 45.98 40.54
4 8.00 X 0.50 0.28 263.38 35.01 40.50 8.00 X 0.38
8.00 X 0.62 0.22 263.26 40.50 45.98 8.00 X 0.38
NOTE: UNITS ARE DECIMAL INCH.
SPLICE BOLT TABLE
SPLICE BOLTS CLEAR TO F.F.PLATE SIZE PLATE SIZE
A (16)1 1/4 X 3 1/2 A325T 29'-4 1/4 1'-0" X 1''1'-0" X 1''
B (12)3/4 X 3 A325T 32'-10 9/16 8" X 5/8 10" X 5/8
C (16)3/4 X 3 A325T 35'-7 1/4 8" X 3/4 8" X 3/4
D (12)3/4 X 3 A325T 32'-10 9/16 8" X 5/8 10" X 5/8
E (16)1 1/4 X 3 1/2 A325T 29'-4 1/4 1'-0" X 1''1'-0" X 1''
66'-8 3/4
128'-43'-102FBC54FBC54FBC56 2'-114'-03'-105'-4(2) FBC40
14@ 4'-6 3/16
4'-24'-48
(2) FBC40 (2) FBC54(2) FBC66(2) FBC48
1
4'-2(2) FBC48
(2) FBC56
3'-62'-2 1/8
4'-0133'-01'-8
12
(2) FBC54121
1
2
3
1
4
A
B
C
E
DFBC52FBC56FBC58
5'-4FBC58FBC52(2) FBC56 (2) FBC66(2) FBC60(2) FBC6035'-035'-01'-41'-4
4'-414@4'-63/16
2'-21/8
66'-83/4
1'-8
82'-112'-114'-03'-64'-02'-1129'-89/1629'-89/1603/22/2022
#RELEASE / REVISIONDWN / CHKDATEENG0Anchor Bolts for ConstructionNBS / EOPJIL11/24/20211Rev. 1 Anchor Bolts for Const.NBS / EOPJIL12/02/20212Building Department ReviewMBS / EVTJIL12/15/20213Rev. 2 Anchor Bolts for Const.NBS / EOPJIL03/07/20224Rev. 1 Build. Depart. ReviewTKL / MBHJIL03/22/2022E8SHEETPROJECT NAMEKUHN AVIATION HANGARCUSTOMER NAMECRUSAK, INC.JOB NUMBERU21X1224ADRAWING STATUSFOR PERMITS ONLY375 CO RD 352**NOT FOR CONSTRUCTION**Frame Cross Section at Line 7DRAWING TITLE(435) 919-3100(435) 919-3101FAX:PHONE:RIFLE, CO 81650ADDRESS03/22/202210:50:09amFRAME CROSS SECTION GENERAL NOTES:
FN1:
FN2:
FN3:FN4:
FN5:
FN6: FOR COLUMN AND RAFTER MARK NUMBERS,SEE SHAKEOUT PLAN. (2) INDICATES THAT FLANGE BRACING IS REQUIRED ON BOTH SIDES OF THE FRAME LINE.
FOR EXPANDABLE ENDWALL RIGID FRAMES, IF FLANGE BRACING IS REQUIRED ON BOTH SIDES (2) OF AN EXPANDABLE ENDFRAME, THE OPPOSITE SIDE FLANGE BRACE WILL HAVE TO BE INSTALLED AT THETIME OF EXPANSION. THESE FLANGE BRACES HAVE BEEN PROVIDED, AS REQUIRED, FOR THIS FUTURE CONDITION.
IF (2) IS NOT INDICATED, ONLY ONE FLANGE BRACE ISREQUIRED AND CAN BE LOCATED ON EITHER SIDE OF THEFRAME.
"*" INDICATES THE LONG SIDE OF THE INTERIOR COLUMNS. COLUMNS AT THE RIDGE ARE T YPICALLY "FLAT-TOP" COLUMNS, UNLESS INDICATED BY THE "*" SYMBOL.
RIGID FRAMES SHALL HAVE 50% OF THEIR BOLTSINSTALLED AND TIGHTENED ON BOTH SIDES OF THE WEBADJACENT TO EACHFLANGE BEFORE THE HOISTING EQUIPMENT IS RELEASED.
B KCLEAR UNDER RAFTEREAVE HEIGHTGIRT SPACINGGIRT SPACINGEAVE HEIGHTSTEEL LINE STEEL LINECLEAR UNDER RAFTERLENGTH
WEB
52.00
35.78
THICK
WEB
8.00 X 0.50
MEMBER SIZE TABLE
NAME
ASSEMBLY
FLANGE
OUTSIDE
DEPTH
WEB
STARTING
DEPTH
WEB
ENDING
FLANGE
INSIDE
1 12.00 X 0.38 0.28 178.62 19.00 12.00 X 0.75
0.31 62.87 52.00 12.00 X 0.62
0.31 172.63 35.78 52.00
2 10.00 X 0.38 0.38 214.36 57.89 35.07 10.00 X 0.62
3
PLATE SIZE
8.00 X 0.62 0.28 263.37 35.01 40.54 8.00 X 0.38
8.00 X 0.50 0.22 263.26
CLEAR TO F.F.
45.98 40.54
4 0.28 263.38 35.01
B
40.50 8.00 X 0.38
8.00 X 0.62 0.22 263.26 40.50 45.98 8.00 X 0.38
NOTE: UNITS ARE DECIMAL INCH.
SPLICE BOLT TABLE
SPLICE BOLTS PLATE SIZE
A (16)1 1/4 X 3 1/2 A325T 29'-4 1/4 1'-0" X 1''1'-0" X 1''
(12)3/4 X 3 A325T 32'-10 9/16 10" X 5/8 8" X 5/8
C (16)3/4 X 3 A325T 35'-7 1/4 8" X 3/4 8" X 3/4
D (12)3/4 X 3 A325T 32'-10 9/16 10" X 5/8 8" X 5/8
E (16)1 1/4 X 3 1/2 A325T 29'-4 1/4 1'-0" X 1''1'-0" X 1''4'-45'-41'-4
1'-8(2) FBC60(2) FBC48 2'-1129'-89/162'-115'-42
D
(2) FBC48 FBC54(2) FBC66(2) FBC404'-02
(2) FBC56(2) FBC60C
(2) FBC56 FBC58FBC52FBC561'-4
4'-44'-03'-1035'-01
(2) FBC5412
1
12
1
3
1
4
A
B
EFBC54FBC56FBC58FBC52
(2) FBC40 (2) FBC66(2) FBC542'-114'-23'-64'-02'-114'-23'-103'-64'-035'-02'-2 1/8
14@ 4'-6 3/16
66'-8 3/4
14@4'-63/16
2'-21/8
66'-83/4
133'-0
8128'-4
1'-8
8 29'-89/1603/22/2022
E9SHEETPROJECT NAMEKUHN AVIATION HANGARCUSTOMER NAMECRUSAK, INC.JOB NUMBERU21X1224ADRAWING STATUSFOR PERMITS ONLY375 CO RD 352**NOT FOR CONSTRUCTION**Frame Cross Section at Line 8DRAWING TITLE(435) 919-3100(435) 919-3101FAX:PHONE:RIFLE, CO 81650ADDRESS03/22/202210:50:24am#RELEASE / REVISIONDWN / CHKDATEENG0Anchor Bolts for ConstructionNBS / EOPJIL11/24/20211Rev. 1 Anchor Bolts for Const.NBS / EOPJIL12/02/20212Building Department ReviewMBS / EVTJIL12/15/20213Rev. 2 Anchor Bolts for Const.NBS / EOPJIL03/07/20224Rev. 1 Build. Depart. ReviewTKL / MBHJIL03/22/2022FRAME CROSS SECTION GENERAL NOTES:
FN1:
FN2:
FN3:FN4:
FN5:
FN6: FOR COLUMN AND RAFTER MARK NUMBERS,SEE SHAKEOUT PLAN. (2) INDICATES THAT FLANGE BRACING IS REQUIRED ON BOTH SIDES OF THE FRAME LINE.
FOR EXPANDABLE ENDWALL RIGID FRAMES, IF FLANGE BRACING IS REQUIRED ON BOTH SIDES (2) OF AN EXPANDABLE ENDFRAME, THE OPPOSITE SIDE FLANGE BRACE WILL HAVE TO BE INSTALLED AT THETIME OF EXPANSION. THESE FLANGE BRACES HAVE BEEN PROVIDED, AS REQUIRED, FOR THIS FUTURE CONDITION.
IF (2) IS NOT INDICATED, ONLY ONE FLANGE BRACE ISREQUIRED AND CAN BE LOCATED ON EITHER SIDE OF THEFRAME.
"*" INDICATES THE LONG SIDE OF THE INTERIOR COLUMNS. COLUMNS AT THE RIDGE ARE T YPICALLY "FLAT-TOP" COLUMNS, UNLESS INDICATED BY THE "*" SYMBOL.
RIGID FRAMES SHALL HAVE 50% OF THEIR BOLTSINSTALLED AND TIGHTENED ON BOTH SIDES OF THE WEBADJACENT TO EACHFLANGE BEFORE THE HOISTING EQUIPMENT IS RELEASED.
B E KHGD
STEEL LINE STEEL LINEEAVE HEIGHTGIRT SPACINGEAVE HEIGHTGIRT SPACING5.00 X 0.25
(4)5/8 X 2 1/4 A325T
NAME
ASSEMBLY
0.15
NAME
ASSEMBLY
LENGTH
WEB
205.26
THICK
WEB
11.25
192.00
MEMBER SIZE TABLE
FLANGE
OUTSIDE
DEPTH
WEB
STARTING
DEPTH
WEB
ENDING
FLANGE
INSIDE
FLANGE
OUTSIDE
THICK
WEB
LENGTH
WEB
11.50
DEPTH
WEB
STARTING
DEPTH
WEB
ENDING
5
FLANGE
INSIDE
1 5.00 X 0.25 0.15 11.50 11.50 6
230.42
6.00 X 0.38 0.16 192.00 11.25 11.25 6.00 X 0.38
0.15 205.26
11.25
11.50 11.50 0.16 256.84 11.25 11.25
2 5.00 X 0.25 0.13 299.56 13.00 13.00 5.00 X 0.25
NOTE: UNITS ARE DECIMAL INCH.
7
35'-2 11/16
6.00 X 0.38 0.16 192.00 11.25
(4)1/2 X 2 A325T
11.25 6.00 X 0.38
H
0.13 111.30 13.00 13.00 0.16 256.84
PLATE SIZE
11.25 11.25
3 5.00 X 0.25 0.13
CLEAR TO F.F.
228.75 13.00
35'-2 11/16
13.00 5.00 X 0.25
(4)1/2 X 2 A325T
8
SPLICE
6.00 X 0.38 0.15 192.00 11.25
D
11.25 6.00 X 0.38
6.00 X 0.38
0.13 159.78
5" X 3/8
13.00 13.00
5" X 3/8
37'-5 3/16
(4)5/8 X 2 1/4 A325T
0.15 230.42
(4)5/8 X 2 1/4 A325T
11.25 11.25
(4)5/8 X 2 1/4 A325T
4
F
5.00 X 0.25 0.15
N/A
192.00 11.50
N/A
11.50 5.00 X 0.25
N/A
5" X 3/8
37'-5 3/16
0.15 11.50
6.00 X 0.31 192.00 11.25
0.15 11.25
SPLICE BOLT TABLE
BOLTS PLATE SIZE
A 33'-1 1/2 6" X 1/2 N/A
B (4)1/2 X 2 A325T 6" X 1/2 N/A
C 35'-10 5/8 5" X 3/8
(4)5/8 X 2 1/4 A325T 6" X 5/8
E 38'-6 7/8 5" X 3/8
6" X 5/8
G 35'-10 5/8 5" X 3/8
(4)1/2 X 2 A325T 6" X 1/2
I 33'-1 1/2 6" X 1/2 N/A
1
FBC30FBC30FBC304'-24'-02'-11FBC30
FBC30
133'-035'-0FBC30
FBC302'-113'-64'-47
A
12
1
12
1
8 4
32
5
3
6
2H
I
G
E FCB
D
FBC30
FBC30
FBC30
FBC30
FBC30
FBC30
FBC30
FBC30
FBC30 FBC30FBC30
FBC30FBC30FBC42FBC42FBC42FBC42FBC42FBC42
26'-8FBC4226'-8 FBC42FBC42FBC42FBC42FBC42FBC42FBC42FBC42FBC42FBC30FBC30FBC30
FBC30 2'-112'-114'-23'-105'-44'-43'-64'-035'-02'-2 1/8
14@ 4'-6 3/16
1'-4
66'-8 3/4
1'-4
14@4'-63/16
2'-21/8
66'-83/4
26'-626'-826'-64'-03'-105'-44'-003/22/2022
#RELEASE / REVISIONDWN / CHKDATEENG0Anchor Bolts for ConstructionNBS / EOPJIL11/24/20211Rev. 1 Anchor Bolts for Const.NBS / EOPJIL12/02/20212Building Department ReviewMBS / EVTJIL12/15/20213Rev. 2 Anchor Bolts for Const.NBS / EOPJIL03/07/20224Rev. 1 Build. Depart. ReviewTKL / MBHJIL03/22/2022E10SHEETPROJECT NAMEKUHN AVIATION HANGARCUSTOMER NAMECRUSAK, INC.JOB NUMBERU21X1224ADRAWING STATUSFOR PERMITS ONLY375 CO RD 352**NOT FOR CONSTRUCTION**Roof Framing PlanDRAWING TITLE(435) 919-3100(435) 919-3101FAX:PHONE:RIFLE, CO 81650ADDRESS03/22/202210:50:34amG
J
B
A A
1 2 4 5 6 7 8
K
H
E
D
C
B
L L
K
Profile
95Z120
NOTES:
95Z120
Mark
95Z-2
SEE CROSS SECTION DRAWINGS FOR MAIN FRAME FLANGE BRACING.
REFER TO THE DETAILS FOR SPECIFIC REQUIREMENTS.A307 AND A325 BOLTS ARE BOTH USED. PURLIN AND EAVE STRUT CONNECTION BOLT REQUIREMENTS:
Part Sizes
Mark Profile
95E1-1 95E1060 95Z-10
95E1-2 95E1060 95Z-11 95Z075
95E1-3 95E1060
95E1-4 95E1060
95E1-5 95E1060
95E1-6 95E1060
95Z-1 95Z089
95Z-3 95Z075
95Z-4 95Z075
95Z-5 95Z067
95Z-6 95Z075
95Z-7 95Z075
95Z-8 95Z075
95Z-9 95Z075
23'-6
95Z-5 (95Z067 )
95Z-4 (95Z075 )26'-895Z-4 (95Z075 )
95Z-4 (95Z075 )
95Z-4 (95Z075 )
95Z-5 (95Z067 )
95Z-4 (95Z075 )
95Z-4 (95Z075 )
95Z-5 (95Z067 )
95Z-8 (95Z075 )95Z-5 (95Z067 )
95Z-4 (95Z075 )
95Z-4 (95Z075 )
95Z-5 (95Z067 )
95Z-6 (95Z075 )
95Z-5 (95Z067 )
95Z-4 (95Z075 )
22'-2
95Z-4 (95Z075 )
95Z-5 (95Z067 )26'-695Z-8 (95Z075 )
95Z-5 (95Z067 )
95Z-4 (95Z075 )
95Z-5 (95Z067 )
95Z-4 (95Z075 )
95Z-1 (95Z089 )
95Z-5 (95Z067 )
95Z-4 (95Z075 )
95Z-3 (95Z075 )
95Z-3 (95Z075 )
95Z-4 (95Z075 )
95Z-5 (95Z067 )
95Z-5 (95Z067 )
95Z-4 (95Z075 )
95Z-4 (95Z075 )
95Z-2 (95Z120 )
95Z-5 (95Z067 )
95Z-5 (95Z067 )
95Z-5 (95Z067 )
95Z-4 (95Z075 )
95Z-3 (95Z075 )
95Z-8 (95Z075 )
95Z-4 (95Z075 )
95Z-9 (95Z075 )
95Z-5 (95Z067 )
95Z-1 (95Z089 )
95Z-5 (95Z067 )
1'-0
95Z-5 (95Z067 )
95Z-5 (95Z067 )
95Z-11 (95Z075 )
95Z-6 (95Z075 )
95Z-3 (95Z075 )
95Z-4 (95Z075 )
95Z-5 (95Z067 )
95Z-5 (95Z067 )
95Z-5 (95Z067 )
95Z-5 (95Z067 )
95Z-8 (95Z075 )
95Z-4 (95Z075 )26'-820'-10
95Z-11 (95Z075 )
95Z-5 (95Z067 )
95Z-1 (95Z089 )
LAP TYP. U.N.O.
3'-0" - 3'-0" 125'-095E1-1 (95E1060 )19'-095Z-5 (95Z067 )
95Z-11 (95Z075 )95Z-8 (95Z075 )
95Z-11 (95Z075 )
95Z-11 (95Z075 )
95Z-5 (95Z067 )
95Z-1 (95Z089 )
22'-2 22'-2
95Z-11 (95Z075 )
95Z-4 (95Z075 )
95Z-4 (95Z075 )
95Z-4 (95Z075 )
95Z-1 (95Z089 )
95Z-8 (95Z075 )4'-095Z-3 (95Z075 )
95Z-3 (95Z075 )
95Z-4 (95Z075 )
95Z-4 (95Z075 )
22'-2
95Z-5 (95Z067 )
95Z-6 (95Z075 )
95Z-5 (95Z067 )19'-095Z-5 (95Z067 )
95Z-5 (95Z067 )
95Z-4 (95Z075 )
95Z-5 (95Z067 )
95Z-4 (95Z075 )
95Z-4 (95Z075 )
95Z-4 (95Z075 )
95E1-5 (95E1060 )95E1-3 (95E1060 )95E1-3 (95E1060 )95E1-3 (95E1060 )95E1-6 (95E1060 )
95E1-2 (95E1060 )95E1-3 (95E1060 )95E1-3 (95E1060 )95E1-3 (95E1060 )95E1-4 (95E1060 )
95E1-1 (95E1060 )
95Z-5 (95Z067 )
95Z-5 (95Z067 )
95Z-5 (95Z067 )
95Z-5 (95Z067 )
95Z-4 (95Z075 )
95Z-11 (95Z075 )
95Z-3 (95Z075 )
95Z-8 (95Z075 )
95Z-5 (95Z067 )
95Z-5 (95Z067 )
95Z-3 (95Z075 )
95Z-5 (95Z067 )
95Z-5 (95Z067 )
LAP TYP. U.N.O.
3'-0" - 3'-0"
LAP TYP. U.N.O.
3'-0" - 3'-0"
LAP TYP. U.N.O.
3'-0" - 3'-0"
LAP TYP. U.N.O.
3'-0" - 3'-0"
95Z-1 (95Z089 )
95Z-1 (95Z089 )
95Z-3 (95Z075 )
95Z-3 (95Z075 )
95Z-3 (95Z075 )
95Z-3 (95Z075 )
95Z-3 (95Z075 )
95Z-3 (95Z075 )
95Z-3 (95Z075 )
95Z-11 (95Z075 )
95Z-11 (95Z075 )
95Z-11 (95Z075 )
95Z-11 (95Z075 )
95Z-11 (95Z075 )
95Z-11 (95Z075 )
95Z-11 (95Z075 )
95Z-11 (95Z075 )
95Z-10 (95Z120 )
95Z-1 (95Z089 )
95Z-4 (95Z075 )
95Z-4 (95Z075 )
95Z-4 (95Z075 )
95Z-4 (95Z075 )
95Z-4 (95Z075 )
95Z-4 (95Z075 )
95Z-4 (95Z075 )
95Z-4 (95Z075 )
95Z-4 (95Z075 )
95Z-4 (95Z075 )
95Z-4 (95Z075 )
95Z-8 (95Z075 )
95Z-8 (95Z075 )
95Z-8 (95Z075 )
95Z-9 (95Z075 )
95Z-8 (95Z075 )
95Z-8 (95Z075 )
95Z-8 (95Z075 )
95Z-6 (95Z075 )
95Z-6 (95Z075 )
95Z-6 (95Z075 )
95Z-6 (95Z075 )
95Z-6 (95Z075 )
95Z-6 (95Z075 )
95Z-7 (95Z075 )
95Z-7 (95Z075 )
95Z-6 (95Z075 )
95Z-6 (95Z075 )
95Z-6 (95Z075 )
95Z-6 (95Z075 )
95Z-4 (95Z075 )
95Z-4 (95Z075 )
95Z-4 (95Z075 )
95Z-4 (95Z075 )
95Z-4 (95Z075 )
95Z-4 (95Z075 )
95Z-4 (95Z075 )
95Z-4 (95Z075 )
95Z-4 (95Z075 )
95Z-4 (95Z075 )
95Z-4 (95Z075 )
95Z-4 (95Z075 )
95Z-5 (95Z067 )
95Z-5 (95Z067 )
95Z-5 (95Z067 )
95Z-5 (95Z067 )
95Z-5 (95Z067 )
95Z-5 (95Z067 )
95Z-5 (95Z067 )
95Z-5 (95Z067 )
95Z-5 (95Z067 )
95Z-5 (95Z067 )
95Z-5 (95Z067 )
95Z-5 (95Z067 )
95Z-5 (95Z067 )
95Z-5 (95Z067 )
95Z-5 (95Z067 )
95Z-5 (95Z067 )
95Z-5 (95Z067 )
95Z-5 (95Z067 )
95Z-5 (95Z067 )
95Z-5 (95Z067 )
95Z-5 (95Z067 )
95Z-4 (95Z075 )
95Z-4 (95Z075 )
95Z-4 (95Z075 )
95Z-4 (95Z075 )
95Z-4 (95Z075 )
95Z-4 (95Z075 )
95Z-4 (95Z075 )171'-0133'-0171'-04'-019'-019'-026'-626'-81'-4 1'-4
03/22/2022
E11SHEETPROJECT NAMEKUHN AVIATION HANGARCUSTOMER NAMECRUSAK, INC.JOB NUMBERU21X1224ADRAWING STATUSFOR PERMITS ONLY375 CO RD 352**NOT FOR CONSTRUCTION**Roof Purlin Bracing PlanDRAWING TITLE(435) 919-3100(435) 919-3101FAX:PHONE:RIFLE, CO 81650ADDRESS03/22/202210:51:09am#RELEASE / REVISIONDWN / CHKDATEENG0Anchor Bolts for ConstructionNBS / EOPJIL11/24/20211Rev. 1 Anchor Bolts for Const.NBS / EOPJIL12/02/20212Building Department ReviewMBS / EVTJIL12/15/20213Rev. 2 Anchor Bolts for Const.NBS / EOPJIL03/07/20224Rev. 1 Build. Depart. ReviewTKL / MBHJIL03/22/20225
D
7
G
L L
641
H
2
A A
8
K K
J
E
C
B B
D2D2(2)PB930
S2D2(2)PBR110
D2S4D3D2D3D3D3D120'-10D2 D2S1D423'-6 19'-0D2D2PBX-2
D2D222'-2D2D2D1
D3
S1
D2D2D21'-4
D24'-0D2D2D2D2D2D2D2S4D2D2S4D2D4D3D2D3D2(2)PB954
D4D3D2S3S2D2D2D2D226'-8D2D2D2D1D2171'-0D4S31'-4
D1S1D2D2D2D2D2D2D2D4D2D2D3D2D2D2D2D3D3D3D2D4S3 S2D3D2D2D2D2S4S4D2D2D2125'-0S4S4D2D2D2D2D2D219'-0D2D2D2D4S1S1D2S1S1D2D2D2S1D2D2S4D2D2D2D2D2S1S1D2D2D2D21'-0
D2S44'-026'-8S4SHOWN
D4
D2S4
D2D2D2D2D2S1D1D4S2S3S3D2D2D2D2D2D2D2D2S1S1S4S4D2D2D2D2D2D2D2D2D2D2D2D2D2S1S1S4S4D2D2D2D2D2D2D2D2D2D2D2D2S1S1S4S4D2D2D2D2D2D2D2D2D2PBX-6
D2D2D2D2D2D2D2D2D2S1S1S4S4D2D2D2D2D2D2D2D2D2D2D2D2D2D2S1S1S4S4D2D2D2D2D2D2D2D2D2D2D2D2D2ACTUAL
PBX-1
BE0001 FOR MORE INFORMATION.
PB___ - INDICATES PURLIN BRACING. SEE ROOF FRAMING DETAILNOTES:
SHORTENED MARKS
D2
(2)PBX-2
PB927
S2
26'-626'-826'-6171'-019'-019'-022'-222'-2
03/22/2022
E12SHEETPROJECT NAMEKUHN AVIATION HANGARCUSTOMER NAMECRUSAK, INC.JOB NUMBERU21X1224ADRAWING STATUSFOR PERMITS ONLY375 CO RD 352**NOT FOR CONSTRUCTION**Wall Framing Elevation at Line 1DRAWING TITLE(435) 919-3100(435) 919-3101FAX:PHONE:RIFLE, CO 81650ADDRESS03/22/202210:51:13am#RELEASE / REVISIONDWN / CHKDATEENG0Anchor Bolts for ConstructionNBS / EOPJIL11/24/20211Rev. 1 Anchor Bolts for Const.NBS / EOPJIL12/02/20212Building Department ReviewMBS / EVTJIL12/15/20213Rev. 2 Anchor Bolts for Const.NBS / EOPJIL03/07/20224Rev. 1 Build. Depart. ReviewTKL / MBHJIL03/22/2022A JC
STEEL LINE STEEL LINEGIRT SPACINGEAVE HEIGHTGIRT SPACINGEAVE HEIGHTCLEAR
02 1/4''
CA=CABLE BRACING
RD=ROD BRACING
CODE DIAMETER
03 3/8''
04 1/2''
05 5/8''
06 3/4''
07 7/8''
08 1''
09 1 1/8''
10 1 1/4''
80Z-9 (80Z060 )
23'-0 RCB-6RD05-2
80Z-47 (80Z075 )
80Z-9 (80Z060 )80Z-9 (80Z060 )3'-1080C-10 (80C060)
SILL HEIGHT
80Z-9 (80Z060 )
80C-6 (80C060 )
80Z-9 (80Z060 )
80Z-14 (80Z075 )
Nested W/
80C-3 (80C060 )
80Z-9 (80Z060 )
80Z-7
(80Z060 )4'-080Z-9 (80Z060 )
80Z-4 (80Z099 )
80Z-16 (80Z099 )
80Z-15 (80Z105 )
80Z-16 (80Z099 )
80Z-9 (80Z060 )
80Z-9 (80Z060 )
80Z-5
(80Z060 )
80C-9
(80C060 )
Field Located
Buyout Walkdoor 1'-480Z-9 (80Z060 )
80C-11 (80C060)
80Z-6
(80Z060 )
80C-7
(80C060 )
171'-0
80Z-9 (80Z060 )
80C-6 (80C060 )RCB-880Z-9 (80Z060 )
80Z-1
(80Z060 )
80C-4
(80C060 )
80Z-9 (80Z060 )
L
RD05-1
80Z-10 (80Z060 )
80C-3 (80C060 )
80C-2
(80C060 )
31'-0''Y
RCB-580Z-3 (80Z105 )
1
ECB-75'-0''
80Z-6
(80Z060 )ECB-8RCB-780Z-9 (80Z060 )
80Z-9 (80Z060 )
80Z-9 (80Z060 )
80Z-11 (80Z060 )
80Z-12
(80Z060 )
80Z-9 (80Z060 )4'-080Z-17
(80Z060 )
80Z-18
(80Z060 )
80Z-9 (80Z060 )
80Z-8
(80Z060 )
80Z-16 (80Z099 )
80Z-13
(80Z060 )
80Z-4 (80Z099 )
80Z-4 (80Z099 )
80C-5
(80C060 )80C-8
(80C060 )
80C-6 (80C060 )80C-6 (80C060 )80C-6 (80C060 )80C-6 (80C060 )80C-6 (80C060 )80C-6 (80C060 )80C-6 (80C060 )80C-6 (80C060 )
FIELD LOCATED
80C-6 (80C060 )80C-6 (80C060 )
80Z-9
(80Z060 )80C-6
(80C060 )
Field Located
Buyout Walkdoor 5'-4RD05-3RD05-1
2'-72'-114'-423'-04'-280Z-47 (80Z075 )
80Z-2 (80Z075 )
Nested W/
FRAMED OPENING TABLE
MARK WIDTH HEIGHT HEADER LEFT JAMB RIGHT JAMB SILL
1 5'-0''80C-12 (80C060)80C-10 (80C060)33'-5125'-01'-42'-114'-04'-43'-62'-74'-23'-105'-43'-64'-033'-5124'-4 29'-003/22/2022
E13SHEETPROJECT NAMEKUHN AVIATION HANGARCUSTOMER NAMECRUSAK, INC.JOB NUMBERU21X1224ADRAWING STATUSFOR PERMITS ONLY375 CO RD 352**NOT FOR CONSTRUCTION**Wall Framing Elevation at Line LDRAWING TITLE(435) 919-3100(435) 919-3101FAX:PHONE:RIFLE, CO 81650ADDRESS03/22/202210:51:14am#RELEASE / REVISIONDWN / CHKDATEENG0Anchor Bolts for ConstructionNBS / EOPJIL11/24/20211Rev. 1 Anchor Bolts for Const.NBS / EOPJIL12/02/20212Building Department ReviewMBS / EVTJIL12/15/20213Rev. 2 Anchor Bolts for Const.NBS / EOPJIL03/07/20224Rev. 1 Build. Depart. ReviewTKL / MBHJIL03/22/20221 3 EAVE HEIGHTEAVE HEIGHTGIRT SPACINGSTEEL LINE STEEL LINE GIRT SPACINGNOTES:
CUT AND DRILL GIRTS AS NECESSARY FOR FIELD LOCATED FRAMED OPENINGS.
SEE PRIMARY DETAILS FOR GUIDELINES.
AT FLUSH OR INSET GIRT CONDITION, FIELD SLOT GIRT WEBS, TO ALLOW PASSAGE OF CABLE\ROD BRACING.
RD___ INDICATES ROD BRACING. SEE PRIMARY DETAILS FOR ROD BRACE ASSEMBLY.
SEE WALL FRAMING DETAILS FOR STANDARD GIRT ORIENTATION DETAIL.
SEE CROSS SECTION DRAWING FOR MAIN FRAME FLANGE BRACING.
CA=CABLE BRACING
RD=ROD BRACING
CODE DIAMETER
02 1/4''
03 3/8''
04 1/2''
05 5/8''
06 3/4''
07 7/8''
08 1''
09 1 1/8''
10 1 1/4''
20'-10 33'-51'-4 3'-680Z-40 (80Z089 )3'-1080Z-40 (80Z089 )
80Z-40 (80Z089 )
RD05-16
4'-2RD05-15RD
0
5
-
1
5
80Z-41 (80Z099 )33'-5SKP-5 (80S075 )RCB-8RCB-74'-4RD
0
5
-
1
6
80Z-40 (80Z089 )
80Z-40 (80Z089 )
80Z-40 (80Z089 )4'-34'-24'-05'-44'-43'-64'-023'-6
1'-4 4'-34'-03'-105'-44'-003/22/2022
E14SHEETPROJECT NAMEKUHN AVIATION HANGARCUSTOMER NAMECRUSAK, INC.JOB NUMBERU21X1224ADRAWING STATUSFOR PERMITS ONLY375 CO RD 352**NOT FOR CONSTRUCTION**Wall Framing Elevation at Line 3DRAWING TITLE(435) 919-3100(435) 919-3101FAX:PHONE:RIFLE, CO 81650ADDRESS03/22/202210:51:16am#RELEASE / REVISIONDWN / CHKDATEENG0Anchor Bolts for ConstructionNBS / EOPJIL11/24/20211Rev. 1 Anchor Bolts for Const.NBS / EOPJIL12/02/20212Building Department ReviewMBS / EVTJIL12/15/20213Rev. 2 Anchor Bolts for Const.NBS / EOPJIL03/07/20224Rev. 1 Build. Depart. ReviewTKL / MBHJIL03/22/2022L K ABGIRT SPACINGSTEEL LINE
EAVE HEIGHTGIRT SPACINGEAVE HEIGHTSTEEL LINE
CODE
CUT AND DRILL GIRTS AS NECESSARY FOR FIELD LOCATED FRAMED OPENINGS.
SEE PRIMARY DETAILS FOR GUIDELINES.
AT FLUSH OR INSET GIRT CONDITION, FIELD SLOT GIRT WEBS, TO ALLOW PASSAGE OF CABLE\ROD BRACING.
RD___ INDICATES ROD BRACING. SEE PRIMARY DETAILS FOR ROD BRACE ASSEMBLY.
SEE WALL FRAMING DETAILS FOR STANDARD GIRT ORIENTATION DETAIL.
SEE CROSS SECTION DRAWING FOR MAIN FRAME FLANGE BRACING.
CA=CABLE BRACING
RD=ROD BRACING
133'-0
NOTES:
DIAMETER
02 1/4''
03 3/8''
04 1/2''
05 5/8''
06 3/4''
07 7/8''
08 1''
09 1 1/8''
10 1 1/4''RCB-44'-45'-44'-0RCB-7171'-04'-219'-0
80Z-44 (80Z075 )
80Z-42 (80Z060 )33'-580Z-45 (80Z067 )
80Z-44 (80Z075 )
80Z-44 (80Z075 )
80Z-44 (80Z075 )
80Z-43 (80Z089 )
80Z-42 (80Z060 )1'-42'-114'-03'-103'-6RCB-880Z-44 (80Z075 )4'-080Z-46 (80Z067 )
80Z-44 (80Z075 )33'-5RCB-33'-680Z-42 (80Z060 )
80Z-42 (80Z060 )
80Z-43 (80Z089 )
80Z-44 (80Z075 )
80Z-44 (80Z075 )
19'-0 1'-42'-114'-24'-03'-105'-44'-403/22/2022
E15SHEETPROJECT NAMEKUHN AVIATION HANGARCUSTOMER NAMECRUSAK, INC.JOB NUMBERU21X1224ADRAWING STATUSFOR PERMITS ONLY375 CO RD 352**NOT FOR CONSTRUCTION**Wall Framing Elevation at Line KDRAWING TITLE(435) 919-3100(435) 919-3101FAX:PHONE:RIFLE, CO 81650ADDRESS03/22/202210:51:20am#RELEASE / REVISIONDWN / CHKDATEENG0Anchor Bolts for ConstructionNBS / EOPJIL11/24/20211Rev. 1 Anchor Bolts for Const.NBS / EOPJIL12/02/20212Building Department ReviewMBS / EVTJIL12/15/20213Rev. 2 Anchor Bolts for Const.NBS / EOPJIL03/07/20224Rev. 1 Build. Depart. ReviewTKL / MBHJIL03/22/20225124 6 7 81GIRT SPACINGGIRT SPACINGSTEEL LINE STEEL LINEEAVE HEIGHTEAVE HEIGHTDIAMETER
CA=CABLE BRACING
RD=ROD BRACING
CODE
CUT AND DRILL GIRTS AS NECESSARY FOR FIELD LOCATED FRAMED OPENINGS.
SEE PRIMARY DETAILS FOR GUIDELINES.AT FLUSH OR INSET GIRT CONDITION, FIELD SLOT GIRT WEBS, TO ALLOW PASSAGE OF CABLE\ROD BRACING.
RD___ INDICATES ROD BRACING. SEE PRIMARY DETAILS FOR ROD BRACE ASSEMBLY.
SEE WALL FRAMING DETAILS FOR STANDARD GIRT ORIENTATION DETAIL.
SEE CROSS SECTION DRAWING FOR MAIN FRAME FLANGE BRACING.
02
NOTES:
1/4''
03 3/8''
04 1/2''
05 5/8''
06 3/4''
07 7/8''
08 1''
09 1 1/8''
10 1 1/4''
N
80Z-20 (80Z060 )4'-080Z-21 (80Z060 )
LAP TYP. U.N.O.
1'-3" - 1'-3" 3'-107'-1
8'-0''
FIELD LOCATEDHEIGHT
80C-13 (80C060)RCB-680Z-20 (80Z060 )
7'-1
2
80C-14 (80C060)
80Z-20 (80Z060 )
21'-0''4'-0RD
1
0
-
1
2
4'-4RD10-1
RD10-2
80Z-21 (80Z060 )
FRAMED OPENING TABLE
1
SILL
2'-114'-05'-422'-2
80Z-20 (80Z060 )
22'-2
133'-0
N
7'-18'-07'-1
80C-14 (80C060)
80Z-20 (80Z060 )
8'-0 7'-1
4'-0''80C-15 (80C060)
80Z-20 (80Z060 )
22'-2
80Z-21 (80Z060 )
LAP TYP. U.N.O.
1'-3" - 1'-3"
80Z-19 (80Z060 )
MARK
4'-0''
80Z-20 (80Z060 )3'-62'-117'-18'-0
80Z-21 (80Z060 )
1
LEFT JAMB
80Z-22 (80Z089 )
80C-15 (80C060)
7'-1 8'-07'-1
21'-0''
80C-14 (80C060)8'-0''80C-14 (80C060)
22'-2
80Z-21 (80Z060 )
80Z-20 (80Z060 )4'-0RCB-1RCB-4WIDTH
LAP TYP. U.N.O.
1'-3" - 1'-3"
80Z-20 (80Z060 )
SKP-1 (80S075 )ECB-6RCB-1RCB-2RCB-2RD
1
0
-
2
2 2
80Z-19 (80Z060 )
80Z-19 (80Z060 )
80Z-19 (80Z060 )
80Z-19 (80Z060 )
80Z-19 (80Z060 )
80Z-20 (80Z060 )
80Z-20 (80Z060 )
80Z-20 (80Z060 )
80Z-20 (80Z060 )
80Z-20 (80Z060 )
80Z-20 (80Z060 )
7'-1
80Z-20 (80Z060 )
80Z-20 (80Z060 )
80Z-20 (80Z060 )
80Z-22 (80Z089 )
80Z-21 (80Z060 )
HEADER
4'-2RIGHT JAMB SILL HEIGHT
80C-13 (80C060)
LAP TYP. U.N.O.
1'-3" - 1'-3" 2'-114'-23'-104'-435'-08'-0 7'-18'-07'-1 7'-17'-18'-07'-1
22'-222'-2 2'-115'-43'-635'-003/22/2022
E16SHEETPROJECT NAMEKUHN AVIATION HANGARCUSTOMER NAMECRUSAK, INC.JOB NUMBERU21X1224ADRAWING STATUSFOR PERMITS ONLY375 CO RD 352**NOT FOR CONSTRUCTION**Wall Framing Elevation at Line 8DRAWING TITLE(435) 919-3100(435) 919-3101FAX:PHONE:RIFLE, CO 81650ADDRESS03/22/202210:51:25am#RELEASE / REVISIONDWN / CHKDATEENG0Anchor Bolts for ConstructionNBS / EOPJIL11/24/20211Rev. 1 Anchor Bolts for Const.NBS / EOPJIL12/02/20212Building Department ReviewMBS / EVTJIL12/15/20213Rev. 2 Anchor Bolts for Const.NBS / EOPJIL03/07/20224Rev. 1 Build. Depart. ReviewTKL / MBHJIL03/22/2022HK G E D B
STEEL LINE STEEL LINE EAVE HEIGHTGIRT SPACINGEAVE HEIGHTGIRT SPACING10
CA=CABLE BRACING
RD=ROD BRACING
CODE DIAMETER
3/4''
NOTES:
CUT AND DRILL GIRTS AS NECESSARY FOR FIELD LOCATED FRAMED OPENINGS.
SEE PRIMARY DETAILS FOR GUIDELINES.AT FLUSH OR INSET GIRT CONDITION, FIELD SLOT GIRT WEBS, TO ALLOW PASSAGE OF CABLE\ROD BRACING.
RD___ INDICATES ROD BRACING. SEE PRIMARY DETAILS FOR ROD BRACE ASSEMBLY.
SEE WALL FRAMING DETAILS FOR STANDARD GIRT ORIENTATION DETAIL.
SEE CROSS SECTION DRAWING FOR MAIN FRAME FLANGE BRACING.
02 1/4''
03 3/8''
04 1/2''
05 5/8''
06
07 7/8''
08 1''
09 1 1/8''
1 1/4''80C-1980C-18133'-0
SKP-4 (80S075 )
80C-20 (80C105)
80C-14 (80C060)
80Z-23
(80Z060 )
10'-0''
80Z-28 (80Z060 )
12'-0''
8'-0 3'-61
FRAMED OPENING TABLE
8'-0 ECB-1ECB-2ECB-3ECB-580C-14 (80C060)
80C-14 (80C060)
80Z-28 (80Z060 )
80Z-28 (80Z060 )2'-1180C-1980Z-35 (80Z089 )
80C-14 (80C060)ECB-680C-14 (80C060)
80Z-34 (80Z075 )
4'-0''
RD
0
5
-
1
4
RD05-14
RD05-13
LAP TYP. U.N.O.
1'-7" - 1'-7" 2'-1180Z-28 (80Z060 )
21'-0''80C-21 (80C089)
WIDTH
80C-14 (80C060)
80Z-28 (80Z060 )
HEIGHT
80C-17 (80C060)
26'-8
8'-0''
2
80Z-28 (80Z060 )
5'-0''
1
80C-21 (80C089)
80Z-28 (80Z060 )
3
5'-48'-0
80C-11 (80C060)5
80C-14 (80C060)
N
2
80C-1
(80C060 )
31'-0''
80Z-31 (80Z067 )4'-6
80Z-32 (80Z089 )
8'-0''
80Z-33 (80Z067 )
80Z-33 (80Z067 )
80Z-23
(80Z060 )
3
80Z-28 (80Z060 )
80Z-28 (80Z060 )
80Z-28 (80Z060 )
80Z-48 (80Z075 )3'-680Z-28 (80Z060 )
80Z-28 (80Z060 )
80Z-27 (80Z089 )3'-1080Z-25 (80Z075 )
Nested W/
80Z-28 (80Z060 )2'-1135'-0LEFT JAMBHEADER
ECB-480C-18RD0
5
-
1
3
5
4 6
80Z-28 (80Z060 )
80C-22 (80C060)
80Z-33 (80Z067 )
80Z-33 (80Z067 )80Z-28 (80Z060 )
80Z-30 (80Z089 )
80Z-28 (80Z060 )
80Z-26 (80Z067 )
80Z-29 (80Z075 )
80Z-26 (80Z067 )
80C-1
(80C060 )
2
Field Located
Buyout Walkdoor
MARK RIGHT JAMB SILL SILL HEIGHT FIELD LOCATED
80C-16 (80C060)80C-16 (80C060)
4'-0''80S-1 (80S099)21'-0''N
4'-0''80S-3 (80S089)80S-2 (80S075)21'-0''N
4 8'-0''80C-14 (80C060)N
5'-0''FHH-1 (C8X18.75)80C-22 (80C060)Y
6 8'-0''4'-0''80S-3 (80S089)80C-23 (80C075)21'-0''N
4'-2LAP TYP. U.N.O.
1'-7" - 1'-7"
LAP TYP. U.N.O.
1'-7" - 1'-7"
LAP TYP. U.N.O.
1'-7" - 1'-7" 1'-04'-24'-03'-105'-44'-44'-035'-026'-626'-826'-826'-6
14'-0 2'-114'-04'-44'-014'-08'-04'-611'-96'-119'-49'-46'-118'-011'-92'-612'-012'-0
03/22/2022
E17SHEETPROJECT NAMEKUHN AVIATION HANGARCUSTOMER NAMECRUSAK, INC.JOB NUMBERU21X1224ADRAWING STATUSFOR PERMITS ONLY375 CO RD 352**NOT FOR CONSTRUCTION**Wall Framing Elevation at Line BDRAWING TITLE(435) 919-3100(435) 919-3101FAX:PHONE:RIFLE, CO 81650ADDRESS03/22/202210:51:29am#RELEASE / REVISIONDWN / CHKDATEENG0Anchor Bolts for ConstructionNBS / EOPJIL11/24/20211Rev. 1 Anchor Bolts for Const.NBS / EOPJIL12/02/20212Building Department ReviewMBS / EVTJIL12/15/20213Rev. 2 Anchor Bolts for Const.NBS / EOPJIL03/07/20224Rev. 1 Build. Depart. ReviewTKL / MBHJIL03/22/20225 124678 GIRT SPACINGEAVE HEIGHTSTEEL LINE STEEL LINEGIRT SPACINGEAVE HEIGHTCA=CABLE BRACING
RD=ROD BRACING
CODE DIAMETER
CUT AND DRILL GIRTS AS NECESSARY FOR FIELD LOCATED FRAMED OPENINGS.
SEE PRIMARY DETAILS FOR GUIDELINES.
AT FLUSH OR INSET GIRT CONDITION, FIELD SLOT GIRT WEBS, TO ALLOW PASSAGE OF CABLE\ROD BRACING.
RD___ INDICATES ROD BRACING. SEE PRIMARY DETAILS FOR ROD BRACE ASSEMBLY.
SEE WALL FRAMING DETAILS FOR STANDARD GIRT ORIENTATION DETAIL.
SEE CROSS SECTION DRAWING FOR MAIN FRAME FLANGE BRACING.
NOTES:
02 1/4''
03 3/8''
04 1/2''
05 5/8''
06 3/4''
07 7/8''
08 1''
09 1 1/8''
10 1 1/4''3'-64'-08'-0 7'-1 RCB-3LAP TYP. U.N.O.
1'-3" - 1'-3"
2
3'-10RD
1
0
-
1
RD10-1
RD10-2
80Z-20 (80Z060 )
80Z-20 (80Z060 )
80Z-20 (80Z060 )
80Z-20 (80Z060 )
14'-03'-680Z-38 (80Z060 )
80C-14 (80C060)
SILL
LAP TYP. U.N.O.
1'-3" - 1'-3"
7'-1
SILL HEIGHTRIGHT JAMB
LAP TYP. U.N.O.
1'-3" - 1'-3"
4'-0''ECB-180C-13 (80C060)
80Z-36 (80Z060 )
8'-0
80Z-38 (80Z060 )4'-27'-1 2'-11LAP TYP. U.N.O.
1'-3" - 1'-3"
80Z-37 (80Z089 )
SKP-1 (80S075 )
80Z-39 (80Z060 )
80Z-38 (80Z060 )
7'-18'-0
80Z-36 (80Z060 )35'-07'-1 4'-08'-0
80Z-20 (80Z060 )
80Z-20 (80Z060 )
80Z-20 (80Z060 )2'-1180Z-38 (80Z060 )
80Z-20 (80Z060 )
80Z-36 (80Z060 )
80Z-20 (80Z060 )
80Z-20 (80Z060 )
22'-22'-115'-480Z-36 (80Z060 )RCB-2RCB-121'-0''
80C-15 (80C060)
7'-1
80Z-20 (80Z060 )
80Z-20 (80Z060 )
RD
1
0
-
2
4'-4MARK
133'-0
21'-0''
7'-1
80C-13 (80C060)
8'-0''
80Z-38 (80Z060 )
1
RCB-5RCB-1RCB-280Z-20 (80Z060 )
2
1
80Z-36 (80Z060 )
80Z-37 (80Z089 )
80Z-36 (80Z060 )
80Z-20 (80Z060 )
80Z-20 (80Z060 )
80Z-20 (80Z060 )80Z-20 (80Z060 )
80Z-20 (80Z060 )
FRAMED OPENING TABLE
WIDTH HEIGHT HEADER LEFT JAMB FIELD LOCATED
1 80C-14 (80C060)80C-15 (80C060)N
8'-0''4'-0''80C-14 (80C060)80C-14 (80C060)N
2'-114'-23'-104'-44'-035'-05'-422'-222'-222'-222'-222'-2
7'-1
03/22/2022
E18SHEETPROJECT NAMEKUHN AVIATION HANGARCUSTOMER NAMECRUSAK, INC.JOB NUMBERU21X1224ADRAWING STATUSFOR PERMITS ONLY375 CO RD 352**NOT FOR CONSTRUCTION**Wall Framing Elevation at Line ADRAWING TITLE(435) 919-3100(435) 919-3101FAX:PHONE:RIFLE, CO 81650ADDRESS03/22/202210:51:31am#RELEASE / REVISIONDWN / CHKDATEENG0Anchor Bolts for ConstructionNBS / EOPJIL11/24/20211Rev. 1 Anchor Bolts for Const.NBS / EOPJIL12/02/20212Building Department ReviewMBS / EVTJIL12/15/20213Rev. 2 Anchor Bolts for Const.NBS / EOPJIL03/07/20224Rev. 1 Build. Depart. ReviewTKL / MBHJIL03/22/20223 1GIRT SPACINGGIRT SPACINGEAVE HEIGHTSTEEL LINE STEEL LINE EAVE HEIGHTNOTES:
CODE
CUT AND DRILL GIRTS AS NECESSARY FOR FIELD LOCATED FRAMED OPENINGS.
SEE PRIMARY DETAILS FOR GUIDELINES.AT FLUSH OR INSET GIRT CONDITION, FIELD SLOT GIRT WEBS, TO ALLOW PASSAGE OF CABLE\ROD BRACING.
RD___ INDICATES ROD BRACING. SEE PRIMARY DETAILS FOR ROD BRACE ASSEMBLY.
SEE WALL FRAMING DETAILS FOR STANDARD GIRT ORIENTATION DETAIL.
SEE CROSS SECTION DRAWING FOR MAIN FRAME FLANGE BRACING.
CA=CABLE BRACING
RD=ROD BRACING
DIAMETER
02 1/4''
03 3/8''
04 1/2''
05 5/8''
06 3/4''
07 7/8''
08 1''
09 1 1/8''
10 1 1/4''5'-420'-104'-04'-03'-103'-64'-0RCB-7RD
0
5
-
1
5 4'-280Z-40 (80Z089 )RCB-8RD
0
5
-
1
6
RD05-15
RD05-16
SKP-5 (80S075 )
80Z-40 (80Z089 )
80Z-41 (80Z099 )
80Z-40 (80Z089 )
80Z-40 (80Z089 )
80Z-40 (80Z089 )
80Z-40 (80Z089 )4'-31'-44'-23'-105'-44'-433'-523'-6 4'-34'-04'-43'-633'-51'-4
03/22/2022
D1SHEETPROJECT NAMEKUHN AVIATION HANGARCUSTOMER NAMECRUSAK, INC.JOB NUMBERU21X1224ADRAWING STATUSFOR PERMITS ONLY375 CO RD 352**NOT FOR CONSTRUCTION**General DetailsDRAWING TITLE(435) 919-3100(435) 919-3101FAX:PHONE:RIFLE, CO 81650ADDRESS03/22/202210:51:32am#RELEASE / REVISIONDWN / CHKDATEENG0Anchor Bolts for ConstructionNBS / EOPJIL11/24/20211Rev. 1 Anchor Bolts for Const.NBS / EOPJIL12/02/20212Building Department ReviewMBS / EVTJIL12/15/20213Rev. 2 Anchor Bolts for Const.NBS / EOPJIL03/07/20224Rev. 1 Build. Depart. ReviewTKL / MBHJIL03/22/2022LAPPED / NESTED REGION
LAPPED ZEE
MEMBERS,
PURLINS OR GIRTS
EXCEPTION:
BOLT / NUT ASSEMBLY REQUIRED
AT LAPPED ZEE MEMBERS
(NO WASHERS REQUIRED)
NO WASHERS REQUIRED AT BOLTS USED IN THE
LAPPED REGIONS OF ZEE MEMBERS SEC. "B"SEC. "A"H0200 - 1/2" FLAT WASHER
H0210 - 5/8" FLAT WASHER
H0220 - 3/4" FLAT WASHER
H0230 - 7/8" FLAT WASHER
H0240 - 1" FLAT WASHER
H0250 - 1 1/8" FLAT WASHER
H0260 - 1 1/4" FLAT WASHER
WASHER
HOLE
HOLENUT
SLOT
HOLENUT
WASHER
NUT
SLOT
SLOT
WASHER
HOLE TO HOLE CONNECTIONS
SLOT TO HOLE CONNECTIONS
SLOT TO SLOT CONNECTIONS
NO WASHERS REQUIRED WHEN SLOTS ARE NOT USED.
ONE WASHER REQUIRED ON SLOTTED SIDE ONLY.
WASHERS REQUIRED ON BOTH SIDES OF MATERIAL IF
SLOTS ARE ON BOTH SIDES. (EXCEPTION: SEE DETAIL
AT RIGHT FOR LAPPED ZEE MEMBERS)
(UNLESS NOTED OTHERWISE ON DRAWINGS)
FLAT WASHER PART NUMBERS
WASHER REQUIREMENTS ERECTOR NOTE
A00010
SECTION "A"
SECTION "B"
WASHER
NUT
SLOT
SLOT
SLOT TO SLOT CONNECTIONSWASHER REQUIRED AT NUT SIDE ONLY FOR BUTTON
HEAD BOLTS. (BUTTON HEAD BOLTS HAVE MATERIAL
GRABBING FINS UNDER THE HEAD, A WASHER IS NOT
NEEDED ON BOLT HEAD SIDE).
HEX HEAD
BOLT
HEX HEAD
BOLT
HEX HEAD
BOLT
BUTTON HEAD
BOLT
FIELD WELD REQUIREMENTS ERECTOR NOTE(UNLESS NOTED OTHERWISE ON DRAWINGS)
ALL FIELD WELDING MUST BE PERFORMED BY AWS/CWB CERTIFIED WELDERS WHO ARE
QUALIFIED FOR THE WELDING PROCESSES AND POSITIONS INDICATED. ALL WORK MUST BE
COMPLETED AND INSPECTED IN ACCORDANCE WITH THE APPLICABLE AWS/CWB SPECIFICATIONS.
WELD ELECTRODES USED FOR THE SMAW (OR STICK) WELD PROCESS MUST BE 70 KSI/483 MPa
MATERIAL AND LOW HYDROGEN CONTENT.
FIELD WELDING GALVANIZED STEEL RECOMMENDATIONS
PREPARATION OF WELD AREA
AWS D-19.0, WELDING ZINC COATED STEEL, CALLS FOR WELDS TO BE MADE ON STEEL THAT IS
FREE OF ZINC IN THE AREA TO BE WELDED. FOR GALVANIZED STRUCTURAL COMPONENTS, THE
ZINC COATING SHOULD BE REMOVED AT LEAST ONE TO FOUR INCHES (2.5-10 CM) FROM EITHER
SIDE OF THE INTENDED WELD ZONE AND ON BOTH SIDES OF THE WORKPIECE. GRINDING BACK
THE ZINC COATING IS THE PREFERRED AND MOST COMMON METHOD; BURNING THE ZINC AWAY
OR PUSHING BACK THE MOLTEN ZINC FROM THE WELD AREA ALSO ARE EFFECTIVE.
TOUCH-UP OF WELD AREA
WELDING ON GALVANIZED SURFACES DESTROYS THE ZINC COATING ON AND AROUND THE WELD
AREA. RESTORATION OF THE AREA WILL BE PERFORMED IN ACCORDANCE WITH ASTM A 780,
STANDARD PRACTICE FOR REPAIR OF DAMAGED AND UNCOATED AREAS OF HOT-DIP GALVANIZED
COATINGS, WHICH SPECIFIES THE USE OF PAINTS CONTAINING ZINC DUST, ZINC-BASED SOLDERS
OR SPRAYED ZINC. ALL TOUCHUP AND REPAIR METHODS ARE CAPABLE OF BUILDING A
PROTECTIVE LAYER TO THE THICKNESS REQUIRED BY ASTM A 780.
SAFETY & HEALTH
WHEN WELDING DIRECTLY ON GALVANIZED STEEL IS UNAVOIDABLE, OSHA PERMISSIBLE
EXPOSURE LIMITS (PELS) MAY BE EXCEEDED AND EVERY PRECAUTION, INCLUDING
HIGH-VELOCITY CIRCULATING FANS WITH FILTERS, AIR RESPIRATORS AND FUME-EXTRACTION
SYSTEMS SUGGESTED BY AWS, SHOULD BE EMPLOYED.
FUMES FROM WELDING GALVANIZED STEEL CAN CONTAIN ZINC, IRON AND LEAD. FUME
COMPOSITION TYPICALLY DEPENDS ON THE COMPOSITION OF MATERIALS USED, AS WELL AS THE
HEAT APPLIED BY THE PARTICULAR WELDING PROCESS. IN ANY EVENT, GOOD VENTILATION
MINIMIZES THE AMOUNT OF EXPOSURE TO FUMES.
PRIOR TO WELDING ON ANY METAL, CONSULT ANSI/ASC Z-49.1, SAFETY IN WELDING, CUTTING
AND ALLIED PROCESSES, WHICH CONTAINS INFORMATION ON THE PROTECTION OF PERSONNEL
AND THE GENERAL AREA, VENTILATION AND FIRE PREVENTION.
INFORMATION COURTESY OF AMERICAN GALVANIZERS ASSOCIATION A00020 A00030
MAH0_EAVE STRUT ANGLE
GALVANIZED
1" x 2-1/2" x 12"1"2-1/2"
MAL01 LINER LOW EAVE ANGLE
GALVANIZED
6" x 7-3/4" x 120"6"7-3/4"
MAL0_LINER EAVE ANGLE
GALVANIZED
3" x 3" x 120"3"3"
MAL1_LINER EAVE ANGLE
GALVANIZED
3" x 7-3/4" x 120"3"7-3/4"
STANDARD ANGLE SCHEDULE
MAE0_EAVE ANGLE
GALVANIZED
4" x 5" x 120"
5"
MAF0_EAVE ANGLE
GALVANIZED
5" x 8" x 120"
8"
MAG01 GIRT ANGLE
GALVANIZED
1" x 2-1/2" x 12"
2-1/2"
MAG02 GIRT ANGLE
GALVANIZED
1" x 2-1/2" x 24"
2-1/2"
MAG03 GIRT ANGLE
GALVANIZED
1" x 2-1/2" x 30"
2-1/2"
MAG10 GIRT ANGLE
GALVANIZED
1" x 2-1/2" x 120"1"2-1/2"
MAP01 RAKE PARAPET ANGLE
GALVANIZED
2" x 12" x 120"2"12"
MAP02 RAKE PARAPET ANGLE
GALVANIZED
6" x 6" x 120"6"6"
MAR01 RAKE ANGLE
GALVANIZED
3" x 5" x 242"3"5"
MAR02 STANDING SEAM RAKE/
BASE ANGLE
GALVANIZED
2" x 3" x 242"2"3"4"5"1"1"1"ANG. (SLOPE)
ANG. (SLOPE)
MAH1_EAVE STRUT ANGLE
GALVANIZED
1" x 2-1/2" x 12"1"2-1/2"
MAL__LINER EAVE ANGLE
GALVANIZED
3" x 5" x 120"
5"
ANG. (SLOPE)3"ANG. (SLOPE)
ANG. (SLOPE)
ANG. (SLOPE)
ANG. (SLOPE)
03/22/2022
D2SHEETPROJECT NAMEKUHN AVIATION HANGARCUSTOMER NAMECRUSAK, INC.JOB NUMBERU21X1224ADRAWING STATUSFOR PERMITS ONLY375 CO RD 352**NOT FOR CONSTRUCTION**Primary DetailsDRAWING TITLE(435) 919-3100(435) 919-3101FAX:PHONE:RIFLE, CO 81650ADDRESS03/22/202210:51:33am#RELEASE / REVISIONDWN / CHKDATEENG0Anchor Bolts for ConstructionNBS / EOPJIL11/24/20211Rev. 1 Anchor Bolts for Const.NBS / EOPJIL12/02/20212Building Department ReviewMBS / EVTJIL12/15/20213Rev. 2 Anchor Bolts for Const.NBS / EOPJIL03/07/20224Rev. 1 Build. Depart. ReviewTKL / MBHJIL03/22/20222-BOLT 6" PIPE OR BOX STRUT AT WEB OF COLUMN/RAFTER8" MIN. COLUMN/RAFTER
SHOP WELDED
PLATE
LC
8 1/4"
4 1/2"3"2 1/2"END OF PIPE/CEE3 3/4"END OF CEE
9 1/8"
5 3/8"
PIPE/ BOX
CEE STRUT
WITH KNIFE
PLATE
BOX CEE STRUT
WITH T-PLATE
COLUMN OR RAFTER
BOX CEE STRUT
WITH T-PLATE
PIPE STRUT
WITH KNIFE PLATE
BOX CEE STRUT
WITH KNIFE PLATE
3 3/4"
NOTE: USE (2) 1" X 3 1/4" A325 BOLTS H0640/NUTS H0330
SEE PLANS & ELEVATIONS FOR MARK NUMBERS AND LOCATIONS
T-PLATE DIMENSIONS KNIFE PLATE DIMENSIONS
AK0160
BLANK LENGTH
FBC__INDICATES LENGTH OF FLANGE
FLANGE BRACE MARK NUMBERS
FBE__ COUNTER (01-07)
BLANK LENGTH
BLANK LENGTH
FBK__
AG0003
BRACE IN INCHES
BLANK LENGTH
FBH- COUNTER (1-999)SPECIAL LENGTH FLANGE BRACE
BLANK LENGTH
FBJ- COUNTER (1-999)SPECIAL LENGTH COPED FLANGE BRACE
INDICATES LENGTH OF FLANGE
BRACE IN INCHES
BLANK LENGTH
FBF- COUNTER (1-999)3" X 3" 1/4" BRACE ANGLE
COPED FLANGE BRACE
ENDWALL COL TO EXP. EW RAFTER CONNECTION
AD0091
10" DEEP (MIN.) BU/HR COLUMN AND COLUMN EXTENSION AT FLUSH/INSET GIRTS
REFERENCE ERECTOR NOTE FOR TYPICAL WASHER REQUIREMENTS
A
LOOSE BRACKET
EES-
(SEE CROSS SECTION)
LOOSE BRACKET
EES-
(SEE CROSS SECTION)
BUILT-UP/
HOT-ROLLED
COLUMN
RIGID FRAME
ENDWALL
RAFTER
*
(2) 3/4" x 3" A325 BOLTS
H0633/NUTS H0320
FINGER TIGHTEN AND
DEFORM THREADS TO
ALLOW FOR VERTICAL
MOVEMENT.
*
0" @ FLUSH FRAMING
1" @ INSET FRAMING
ENDWALL STEEL LINE
NOTE: FOR CLARITY,
THE RAFTER FLANGE
IS NOT SHOWN.
RAFTER WEB
1 1/2"4"3"SEE PLAN
5 1/2"2"SLCL
(4) 3/4" x 3" A325 BOLTS
H0633/NUTS H0320
10"MIN.CL
BUILT-UP/
HOT-ROLLED
COLUMNGa. = 3"COLUMN
BUILT-UP/HOT-ROLLED
(10" MIN.)1 1/2"REQ'D PARTS
(6) 3/4" x 3" A325 BOLTS (H0633)
(6) 3/4" NUTS (H0320)
(1) EES-SECTION A
ROD BRACE DETAIL
AF0010
WEB TO WEB
ROD ASSEMBLY MK.
RD__-
HILLSIDE WASHER,
FLAT WASHER, AND
NUTCOUPLING NUT
IF REQUIRED
WEB OF COLUMN
OR RAFTER
COUPLING
NUTS
1 1/4" Ø
1 1/8" Ø
1" Ø
7/8" Ø
3/4" Ø
5/8" Ø
ROD
DIAMETER
MARK
NUMBER
HILLSIDE
WASHERS
FLAT
WASHERS
A307/A325
NUTS
SEE PLANS AND ELEVATIONS FOR BRACING
MARK NUMBERS
H0860
(2) H0450
(2) H0240
(2) H0930RD06-
RD05-
RD07-
RD08-
RD09-
RD10-
(2) H0930
(2) H0930
(2) H0960
(2) H0960
(2) H0960
(2) H0230
(2) H0220
(2) H0210
(2) H0250
(2) H0260 (2) H0340
(2) H0325
(2) H0320
(2) H0310
(2) H0330
H0850
H0840
H0830
H0810
H0820
GUIDELINES FOR FIELD SLOTTING SECONDARYWEBS AT INSET OR FLUSH CONDITION
ROD OR CABLE BRACING,
SEE STRUCTURAL ELEVATIONS FOR
SIZE AND LOCATIONS
1'-0"
(MAX. LENGTH)
2 1/2"
(MAX. WIDTH)
1 1/2" MIN.
1 1/2" MIN.
SLOT
GIRT
SECTION "A"
"A"
GIRT (SHOWN)
JAMB (SIMILAR)
AF0080
FLANGE BRACE AT COLUMN & CEE GIRTSEE PLANS AND ELEVATIONS FOR FLANGE BRACE LOCATIONS,
PART MARKS & QUANTITIES.
INSTALL FLANGE BRACE CLIP FBN01 PRIOR TO ERECTING MASONRY WALL.AG0050
2'-5 1/4"CEE GIRT
COLUMN
FLANGE BRACE MK. FB___
1/2 X 2" A325 BOLTS ARE REQUIRED
FOR BOLTING FLANGE BRACES.
NOTE:
SL
FBL01 W/ (1) H0603 BOLT
2'-8 1/4"
(1)-H0603 BOLT
(1)-H0300 NUT
(1)-H0200 WASHER
(1)-H0603 BOLT
(1)-H0300 NUT
(1)-H0200 WASHER
FBN01 W/
(2) H0603 BOLTS
(2) H0300 NUTS
(2) H0200 WASHERS
BOLTED FROM THE
BOTTOM 2" 8" & 12" CEE2 3/4" 9 1/2" CEEFLANGE BRACE
OPPOSITE SIDE
WHERE REQUIRED
FLANGE BRACE WITH BASKET INSUL OR LINER AT COLUMN
AG0105
2'-5 1/4"WALL GIRT
COLUMN
FLANGE BRACE MK. FB___
SL
FBL01 W/ (1) H0603 BOLT
2'-8 1/4"
(1)-H0603 BOLT
(1)-H0300 NUT
(1)-H0200 WASHER
(1)-H0603 BOLT
(1)-H0300 NUT
(1)-H0200 WASHER
FBN01 W/
(2) H0603 BOLTS
(2) H0300 NUTS
(2) H0200 WASHERS
BOLTED FROM THE
BOTTOM 2" 8" & 12" GIRT2 3/4" 9 1/2" GIRTMETAL OR
FABRIC LINER
BASKET-TYPE
INSULATION
NOTE:
1/2" Ø X 2" A325 BOLTS ARE REQ'D FOR
BOLTING FLANGE BRACES.
INSTALL FBNO1 PRIOR TO INSTALLING
UNDERSIDE FABRIC, VAPOR BARRIER OR
LINER.
FLANGE BRACE
OPPOSITE SIDE
WHERE
REQUIRED
SEE PLANS AND ELEVATIONS FOR FLANGE BRACE LOCATIONS, PART MARKS,
& QUANTITIES AG0110
BASKET-TYPE
INSULATION
METAL OR
FABRIC LINER
FBN01 W/
(2) H0603 BOLTS
(2) H0300 NUTS
(2) H0200 WASHERS
BOLTED FROM THE
BOTTOM
(1)-H0603 BOLT
(1)-H0300 NUT
(1)-H0200 WASHER
(1)-H0603 BOLT
(1)-H0300 NUT
(1)-H0200 WASHER
3'-8 1/4"
FBL01 W/ (1) H0603 BOLT
FLANGE BRACE MK. FB___
RAFTER
PURLIN3'-5 1/4"
NOTE:
1/2" Ø X 2" A325 BOLTS ARE REQ'D FOR
BOLTING FLANGE BRACES.
INSTALL FBNO1 PRIOR TO INSTALLING
UNDERSIDE FABRIC, VAPOR BARRIER OR
LINER.
FLANGE BRACE WITH BASKET INSUL OR LINER AT RAFTER 8" & 12" GIRT 2" 9 1/2" GIRT 2 3/4"FLANGE BRACE
OPPOSITE SIDE
WHERE
REQUIRED
SEE PLANS AND ELEVATIONS FOR FLANGE BRACE LOCATIONS, PART MARKS,
& QUANTITIES
03/22/2022
#RELEASE / REVISIONDWN / CHKDATEENG0Anchor Bolts for ConstructionNBS / EOPJIL11/24/20211Rev. 1 Anchor Bolts for Const.NBS / EOPJIL12/02/20212Building Department ReviewMBS / EVTJIL12/15/20213Rev. 2 Anchor Bolts for Const.NBS / EOPJIL03/07/20224Rev. 1 Build. Depart. ReviewTKL / MBHJIL03/22/2022D3SHEETPROJECT NAMEKUHN AVIATION HANGARCUSTOMER NAMECRUSAK, INC.JOB NUMBERU21X1224ADRAWING STATUSFOR PERMITS ONLY375 CO RD 352**NOT FOR CONSTRUCTION**Primary DetailsDRAWING TITLE(435) 919-3100(435) 919-3101FAX:PHONE:RIFLE, CO 81650ADDRESS03/22/202210:51:35amAW0030
AW0010 AW0050
03/22/2022
D4SHEETPROJECT NAMEKUHN AVIATION HANGARCUSTOMER NAMECRUSAK, INC.JOB NUMBERU21X1224ADRAWING STATUSFOR PERMITS ONLY375 CO RD 352**NOT FOR CONSTRUCTION**Roof Framing DetailsDRAWING TITLE(435) 919-3100(435) 919-3101FAX:PHONE:RIFLE, CO 81650ADDRESS03/22/202210:51:36am#RELEASE / REVISIONDWN / CHKDATEENG0Anchor Bolts for ConstructionNBS / EOPJIL11/24/20211Rev. 1 Anchor Bolts for Const.NBS / EOPJIL12/02/20212Building Department ReviewMBS / EVTJIL12/15/20213Rev. 2 Anchor Bolts for Const.NBS / EOPJIL03/07/20224Rev. 1 Build. Depart. ReviewTKL / MBHJIL03/22/2022EAVE STRUT
LS
BOLTS REQ'D ONLY AS SHOWN
BA0030
BYPASS SIDEWALL CONDITION
USE (2) 1/2" x 2" A325 BOLT H0603/NUT H0300 U.N.O.
CAP PLATE, RAFTER OR
SHOP WELDED SHELF
PLATE WASHER
MK. ESW01 (1)
PURLIN SUPPORT METHODS
B00010
+/- 1"
GENERAL RESTRICTION
1" MAXIMUM
CENTERLINE OF PURLIN
"X"
UNDER NO CIRCUMSTANCES CAN THE PURLIN STIFFENING LIP
BE FIELD MODIFIED FROM THE FACTORY SUPPLIED CONDITION.
ALSO DO NOT HANG ANYTHING FROM PURLIN STIFFENING LIP.
DRILL SUPPORT
THROUGH THE BOTTOM
PURLIN FLANGE
1/2"Ø MAXIMUM BOLT
(NOT BY PEMB)
1" MAXIMUM FROM CENTERLINE OF PURLIN
WEB TO CENTERLINE OF SUPPORT
SUPPORT ANGLE / ATTACHMENT
(NOT BY PEMB)
1/2"Ø MAXIMUM BOLT
(NOT BY PEMB)
NOTE: CENTERLINE OF THE SUPPORT MUST BE
WITHIN 1" FROM CENTERLINE OF PURLIN WEB
"X" = TOTAL PROJECTED DISTANCE FROM
THE CENTERLINE OF THE PURLIN WEB TO
THE FURTHEST POINT OF STIFFENER LIP
(= 3 5/8" +/- 1/16")
SUPPORT ATTACHMENT OPTIONS
PURLIN STIFFENING LIP
1" MAXIMUM FROM CENTERLINE OF PURLIN
WEB TO CENTERLINE OF SUPPORT
PURLIN WEB
PURLIN FLANGE (TOP)
1"1"
CENTERLINE OF SUPPORT
COLLATERAL DEAD LOADS, UNLESS NOTED OTHERWISE, ARE ASSUMED TO BE UNIFORMLY DISTRIBUTED. WHEN
SUSPENDED SPRINKLER SYSTEMS, LIGHTING, HVAC EQUIPMENT, CEILINGS, ETC. ARE SUSPENDED FROM ROOF
MEMBERS, CONSULT PEMB ENGINEERING IF THESE CONCENTRATED LOADS EXCEED 500 POUNDS (USING THE WEB
MOUNT DETAIL) OR 200 POUNDS (USING THE FLANGE MOUNT DETAIL) OR IF INDIVIDUAL MEMBERS ARE LOADED
SIGNIFICANTLY MORE THAN OTHERS.
OPTION A
(200 LBS MAX)
SUPPORT ANGLE OR ANOTHER
TYPE OF BRACKET SUPPORTED
THROUGH PURLIN WEB
OPTION B
(500 LBS MAX)
UTILIZING PURLIN
FLANGE SUPPORT
CLAMPS
OPTION C
(200 LBS MAX)
PURLIN FLANGE SUPPORT CLAMP
(NOT BY PEMB)
PURLIN FLANGE (BOTTOM)
EAVE STRUT AT INTERIOR FRAME
BOLTS REQ'D AS SHOWN
BA0020
3"
1/4"
LOW EAVE BYPASS SW GIRT CONDITION
USE (4) 1/2" X 2" A325 BOLT H0603/NUT H0300 U.N.O.
PLATE WASHER
MK. ESW01 (2)
RAFTER/
CAP PLATE/
SHOP WELDED SHELF
EAVE STRUT AT ENDWALL FRAME
LS
BOLTS REQ'D AS SHOWN
BA0040
*
= 1 1/8" w/ FLANGE = 4"
1 1/2" w/ FLANGE > 4"*
*
LOW EAVE - FLUSH/INSET SW GIRT CONDITION
USE (2) 1/2" x 2" A325 BOLT H0603/NUT H0300 U.N.O.
RAFTER/
CAP PLATE
PLATE WASHER
MK. ESW01 (2)
03/22/2022
D5SHEETPROJECT NAMEKUHN AVIATION HANGARCUSTOMER NAMECRUSAK, INC.JOB NUMBERU21X1224ADRAWING STATUSFOR PERMITS ONLY375 CO RD 352**NOT FOR CONSTRUCTION**Roof Framing DetailsDRAWING TITLE(435) 919-3100(435) 919-3101FAX:PHONE:RIFLE, CO 81650ADDRESS03/22/202210:51:37am#RELEASE / REVISIONDWN / CHKDATEENG0Anchor Bolts for ConstructionNBS / EOPJIL11/24/20211Rev. 1 Anchor Bolts for Const.NBS / EOPJIL12/02/20212Building Department ReviewMBS / EVTJIL12/15/20213Rev. 2 Anchor Bolts for Const.NBS / EOPJIL03/07/20224Rev. 1 Build. Depart. ReviewTKL / MBHJIL03/22/2022SEC. "A"3"
SEE PLAN
LAP DIM
3/4"
SEE PLAN
LAP DIM
LC
3/4"
NO WASHERS REQUIRED AT
THESE (8) BOLT LOCATIONS
WELDED CLIP @ INTERIOR FRAME
SECTION "B"SEC. "B"SECTION "A"
BB0055
SHOP WELDED CLIP
(STIFFENER OPTIONAL BY DESIGN)
USE (8) 1/2" x 1 1/4" A307 BOLTS H0500/NUTS H0400 U.N.O.
AT 12" PURLINS, BOLTS ARE
NOT REQUIRED IN THE
CENTER SET OF HOLES
COLUMN CAP PLATE
UPSLOPE U.N.O.
SHOP WELDED CLIP
8" = PCU01
9 1/2" = GCB62
12" = GCB12
•STIFFENER OPTIONAL BY DESIGN
WS_04 @ PCU01/GCB62
WS_12 @ GCB12
RAFTER FLANGE
CAP PLATE/
COLUMN
3"
SECTION "A"
UPSLOPE U.N.O.SEC. "A"BB0050
WELDED CLIP @ END FRAME
USE (4) 1/2" x 1 1/4" A307 BOLTS H0500/NUTS H0400 U.N.O.
REFERENCE ERECTOR NOTE FOR TYP. WASHER REQUIREMENTS
BD0120
03/22/2022
D6SHEETPROJECT NAMEKUHN AVIATION HANGARCUSTOMER NAMECRUSAK, INC.JOB NUMBERU21X1224ADRAWING STATUSFOR PERMITS ONLY375 CO RD 352**NOT FOR CONSTRUCTION**Roof Framing DetailsDRAWING TITLE(435) 919-3100(435) 919-3101FAX:PHONE:RIFLE, CO 81650ADDRESS03/22/202210:51:38am#RELEASE / REVISIONDWN / CHKDATEENG0Anchor Bolts for ConstructionNBS / EOPJIL11/24/20211Rev. 1 Anchor Bolts for Const.NBS / EOPJIL12/02/20212Building Department ReviewMBS / EVTJIL12/15/20213Rev. 2 Anchor Bolts for Const.NBS / EOPJIL03/07/20224Rev. 1 Build. Depart. ReviewTKL / MBHJIL03/22/2022NOTE: PURLIN BRACING
ATTACHMENT METHOD IS
THE SAME REGARDLESS
OF THE SECONDARY
MEMBER TYPE (ZEE, CEE,
EAVE STRUT, BEAM, ETC.)
PURLIN BRACE "X"
MK. SEE PLAN
(1) H1020 FASTENER
(1) H1020 FASTENER
(TYPICAL)
ROOF STEEL LINE
PURLIN
PURLIN
PURLIN BRACE "X"
1) SEE ROOF FRAMING PLAN(S) FOR PURLIN BRACE MARK NUMBERS, QUANTITIES AND LOCATIONS.
2) (2) ROWS OF PURLIN BRACING IS SHOWN BELOW FOR REFERENCE ONLY, ACTUAL NUMBER OF ROWS
MAY VARY PER BAY AND PER PROJECT, SEE ROOF FRAMING PLAN(S) FOR SPACING.
PLAN VIEW OF PURLIN BRACING LOCATIONS PER BAY
FRAMELINE
PURLIN BRACE "X"
SEE ROOF FRAMING
PLAN FOR SPACING
BAY LENGTH
PURLIN LAP
PURLIN
1) FOR PURLIN BRACE "X", INSERT ANGLES "BACK-TO-BACK" INTO THE FACTORY PUNCHED SLOTS. BEND TABS
AS SHOWN AND FASTEN THROUGH TAB WITH (1) H1020 FASTENER PER END.
2) CONNECT PURLIN BRACE "X" AT THE ANGLE INTERSECTION WITH (1) H1020 FASTENER.
3) PURLIN BRACING IS NOT TO DISTORT OR ALTER PURLINS FROM THEIR INTENDED SHAPE OR LOCATION.
4) SEE DETAILS BELOW FOR ADDITIONAL INFORMATION WHEN ATTACHING TO ALTERNATE FRAMING MEMBERS.
SL
PURLIN
BRACES
PURLIN
BRACES
REVERSE EAVE
PURLIN
PURLIN
BRACES
EAVE CEE
NOTE: IF CHANNEL, IT MAY
BE TOED UP OR DOWN.
BEAM OR CHANNEL(1) H1070
FASTENER TYPICAL
PURLIN
BRACES
INSTALLATION INSTRUCTIONS
PURLIN
BRACES
HIGH SIDE EAVE
STRUT
EAVE STRUT
BE0001
PURLIN BRACING ATTACHMENT METHODS
SL
SL
SL
SEE ROOF FRAMING
PLAN FOR SPACING
SEE ROOF FRAMING
PLAN FOR SPACING
03/22/2022
D7SHEETPROJECT NAMEKUHN AVIATION HANGARCUSTOMER NAMECRUSAK, INC.JOB NUMBERU21X1224ADRAWING STATUSFOR PERMITS ONLY375 CO RD 352**NOT FOR CONSTRUCTION**Wall Framing DetailsDRAWING TITLE(435) 919-3100(435) 919-3101FAX:PHONE:RIFLE, CO 81650ADDRESS03/22/202210:51:39am#RELEASE / REVISIONDWN / CHKDATEENG0Anchor Bolts for ConstructionNBS / EOPJIL11/24/20211Rev. 1 Anchor Bolts for Const.NBS / EOPJIL12/02/20212Building Department ReviewMBS / EVTJIL12/15/20213Rev. 2 Anchor Bolts for Const.NBS / EOPJIL03/07/20224Rev. 1 Build. Depart. ReviewTKL / MBHJIL03/22/2022GIRT LAP
SHOP WELDED CLIP
(SEE ELEVATION)EQ.EQ.(SEE ELEVATION)
GIRT LAP
LS
C COLUMN
USE (1) 1/2" X 1 1/4" BUTTON HEAD
BOLT H0510/ NUT H0400 AT THIS
LOCATION. REFER TO THE
"LAPPED GIRT DETAIL" FOR
ADDITIONAL INFORMATION.
3/4""A"
L
SECT. "A"
GIRT
1 1/2"
3/4"
ZEE GIRT
CC1010
SW OR EW GIRT DETAIL
LAPPED BYPASS GIRTS AT INTERIOR BAY COLUMNS
NOTE: USE (7) 1/2"x 1 1/4" A307 BOLTS H0500/NUTS H0400
REFERENCE ERECTOR NOTE FOR TYPICAL WASHER REQUIREMENTS
DIM. "A" = 4" AT 8" & 9 1/2" GIRTS
= 8" AT 12" GIRTS
SHOP
WELDED
CLIP
L COLUMNC
4"COLUMNFACESL
6 1/2"6 1/2"3/4"3/4"VARIES4"GIRT, IF REQUIRED GIRT
RIGHT HAND DETAIL SHOWN, LEFT HAND OPPOSITE
CA1010
FLUSH GIRT DETAIL
FLUSH GIRTS AT INTERIOR BAY COLUMNS
NOTE: USE (4) 1/2" x 1 1/4" A307 BOLTS H0500/NUTS H0400
REFERENCE STANDARD WASHER DETAIL FOR TYPICAL WASHER REQUIREMENTS
GIRT ANGLE MK. MAG01
W/(2) H1020 SCREWS.
(PLACE ANGLE FROM GIRT
TO FLANGE OF COLUMN)
SHOP WELDED CLIP
MK. GFI02
SHOP WELDED CLIP
IF REQUIRED
GIRT CLIPS ARE FACTORY PUNCHED TO BE USED WITH MULTIPLE GIRT DEPTHS.
REFER TO THE STANDARD BOLT PLACEMENT DETAIL(S) FOR PROPER BOLT PLACEMENT.ERECTOR
NOTE
VARIESVARIESVARIESCEE GIRT ORIENTATIONZEE GIRT ORIENTATION
ZEE GIRT
STEEL LINECEE GIRT
STEEL LINEERECTOR NOTE:
C00010
UNLESS SPECIFICALLY NOTED OTHERWISE, STANDARD ZEE GIRT ORIENTATION IS TO HAVE THE GIRT TOED
DOWN AT THE STEEL LINE AS SHOWN IN THE DETAIL BELOW.
UNLESS SPECIFICALLY NOTED OTHERWISE, STANDARD CEE GIRT ORIENTATION IS TO HAVE THE GIRT TOED
UP AS SHOWN IN THE DETAIL BELOW. STANDARD CLIP ATTACHMENT IS BELOW THE GIRT, HOWEVER SOME
DETAILS REQUIRE THAT THE CLIP BE ABOVE THE GIRT OR THAT THE GIRT BE TOED DOWN.
(REFER TO THE GIRT DETAILS FOR SPECIFIC CONNECTION REQUIREMENTS).
STANDARD GIRT ORIENTATION DETAIL
SEE GIRT DETAILS FOR GIRT CONNECTIONS
(COLUMNS NOT SHOWN)
9 1/2" GIRT AT SW OR EW
REFER TO THE DETAILS ABOVE TO DETERMINE WHICH HOLES ARE UTILIZED.
GIRT CLIPS ARE FACTORY PUNCHED TO BE USED WITH MULTIPLE GIRT DEPTHS.
FLUSH GIRT BOLT PLACEMENT DETAIL
REFERENCE WASHER DETAIL FOR TYPICAL WASHER REQUIREMENTS
9 1/2" GIRT AT CORNER
8" OR 12" GIRT AT SW OR EW8" OR 12" GIRT AT CORNER
8" OR 12" GIRT
GIRT CLIP
STEEL LINE6 1/2"
6 1/2" STEEL LINEGIRT CLIP
9 1/2" GIRT
1'-4"
LS
8" GIRT
(STD)
(STD)
"A"
SECTION "A"GCA01
1'-4"
SL
"A"
SECTION "A"GCA01
9 1/2" GIRT
CA10014"2 3/4"2 3/4"4"2"VARIES2"4"VARIES
2 3/4"2 3/4"4"FIRST LAPPED GIRT
BUTTON HEAD 1/2" BOLT
MK. H0510 **
(NO WASHER REQUIRED)
STD. 1/2" A307 NUTS
MK. H0400
STD. 1/2" A307 BOLTS
MK. H0500
(NO WASHERS REQUIRED)
SECOND LAPPED GIRT
BOLTED OR
WELDED GIRT CLIP
OUTSIDE FLANGE
CC0006
LAPPED GIRT DETAIL
LAPPED GIRTS @ INTERIOR BAY COLUMNS
** THE BUTTON HEAD 1/2" A307 BOLT MUST BE INSTALLED INTO THE FIRST GIRT
AND CLIP OF A LAPPED CONDITION. THE BOLT/NUT ASSEMBLY MUST BE WRENCH
TIGHT PRIOR TO THE SECOND LAPPED GIRT BEING INSTALLED.
GIRT LAP BOLTS NOT
SHOWN FOR CLARITY.
REFERENCE THE STD.
LAPPED GIRT DETAIL FOR
THOSE REQUIREMENTS.
CLIP MK. GCR7_
PURLIN
ENDWALL GIRT
CLIP JCP02
AT 8" OR 12" GIRTS
SECTION "B"
AT 9 1/2" GIRTS 2"LS 6 3/4""B"
SECTION "A"
1/4"
4"
"A"
1 3/4"
3/4"1 1/2"
CC0075
GIRT TO PURLIN CONN
BYPASS GIRT AT ENDWALL PURLIN
USE (8) 1/2" x 1 1/4" A307 BOLTS H0500/NUTS H0400
REFERENCE ERECTOR NOTE FOR TYPICAL WASHER REQUIREMENTS
8" CHANNEL MK.
(SEE ENDWALL ELEVATIONS)
1/4"
STEEL LINE
EQ.DIM. "A"EQ.C COLUMN
3/4"
L
3/4"
1 1/2"
GIRT
LS
CC1020
SHOP WELDED CLIP
SW OR EW GIRT DETAIL
SIMPLE-SPAN BYPASS GIRTS AT INTERIOR BAY COLUMNS
NOTE: USE (4) 1/2"x 1 1/4" A307 BOLTS H0500/NUTS H0400
REFERENCE ERECTOR NOTE FOR TYPICAL WASHER REQUIREMENTS
GIRT, IF
REQUIRED
RIGHT HAND DETAIL SHOWN,
LEFT HAND OPPOSITE
DIM. "A"= 4" AT 8" & 9 1/2" GIRTS
= 8" AT 12" GIRTS
03/22/2022
D8SHEETPROJECT NAMEKUHN AVIATION HANGARCUSTOMER NAMECRUSAK, INC.JOB NUMBERU21X1224ADRAWING STATUSFOR PERMITS ONLY375 CO RD 352**NOT FOR CONSTRUCTION**Wall Framing DetailsDRAWING TITLE(435) 919-3100(435) 919-3101FAX:PHONE:RIFLE, CO 81650ADDRESS03/22/202210:51:41am#RELEASE / REVISIONDWN / CHKDATEENG0Anchor Bolts for ConstructionNBS / EOPJIL11/24/20211Rev. 1 Anchor Bolts for Const.NBS / EOPJIL12/02/20212Building Department ReviewMBS / EVTJIL12/15/20213Rev. 2 Anchor Bolts for Const.NBS / EOPJIL03/07/20224Rev. 1 Build. Depart. ReviewTKL / MBHJIL03/22/2022SECTION "A"
BOLTS (H0500) & NUTS (H0400)
(2) 1/2" x 1 1/4" A307
STEEL LINE
JAMB
1 1/4"
HEADER/SILL
JAMB
HEADER/SILL
"A"
CLIP MK. HCJ__
CG0050
HEADER/SILL TO JAMB CONNECTION
REFERENCE STANDARD WASHER DETAIL FOR TYPICAL WASHER REQUIREMENTS
CLIP
MK. HCJ01 AT 8" OR 9 1/2"
MK. HCJ02 AT 12"
(2) 1/2" x 1 1/4" A307
BUTTON HEAD BOLTS (H0510)
& NUTS (H0400)
HEADER SHOWN, SILL OPPOSITE
LEFT HAND DETAIL SHOWN,
RIGHT HAND OPPOSITE
ZEE GIRT
SHOP WELDED CLIP
SECTION A
NOTE: USE (8) 1/2" x 1 1/4" A307 BOLTS H0500/NUTS H0400
2 3/4"
REFERENCE STANDARD WASHER DETAIL FOR TYPICAL WASHER
LS
1/4"1/2"LEFT HAND DETAIL SHOWN, RIGHT HAND OPPOSITE
BYPASS GIRT CORNER DETAIL
GIRT ANGLE MK. MAG01
WITH (2) H1020 (FIELD
CUT TO LENGTH)END OF GIRT
3"
1'-4"CL3/4"LS
CLIP MK.
EQ 4"
GIRT
GCC02
EQ
GIRT
1 1/2"1 1/2"CLIP
A
LSEQ4"EQCF1010REQUIREMENTS
ERECTOR NOTE GIRT CLIPS ARE FACTORY PUNCHED TO BE USED WITH MULTIPLE GIRT DEPTHS. REFER TO
THE STANDARD BOLT PLACMENT DETAIL(S) FOR PROPER BOLT PLACEMENT.
SHOP WELDED STIFFENER
PER DESIGN
1'-4"
SHOP WELDED CLIP
REFERENCE STANDARD WASHER DETAIL FOR TYPICAL WASHER
NOTE: USE (4) 1/2" x 1 1/4" A307 BOLTS H0500/NUTS H04001'-1 1/4" AT 8" GIRTS1/4"END OFSTEELOF COLUMN
CENTERLINE
GIRT 8" OR 9 1/2"1'-2 3/4" AT 9 1/2" GIRTSSTEEL
LINELINEGIRT
REQUIREMENTS
GIRT TERMINATION DETAIL
GIRT CLIP MK. GCA01
SECTION "A"
CF0250
ERECTOR NOTE GIRT CLIPS ARE FACTORY PUNCHED TO BE USED WITH MULTIPLE GIRT DEPTHS. REFER TO
THE STANDARD BOLT PLACEMENT DETAIL(S) FOR PROPER BOLT PLACEMENT.
SHOP WELDED CLIP
CLIP MK. GCA01
SHOP WELDED STIFFENER
PER DESIGN
8" & 8" CORNER
9 1/2" & 9 1/2" CORNER
REFERENCE WASHER DETAIL FOR TYPICAL WASHER REQUIREMENTS
BYPASS GIRT BOLT PLACEMENT DETAIL
GIRT CLIPS ARE FACTORY PUNCHED TO BE USED WITH MULTIPLE GIRT DEPTHS.
REFER TO THE DETAILS ABOVE TO DETERMINE WHICH HOLES ARE UTILIZED.
8" GIRT
CONNECTION VARIES
GCC02 CLIP
9 1/2" GIRT
CONNECTION VARIES
GCC02 CLIP
9 1/2" & 8" CORNER
8" & 9 1/2" CORNER
CONNECTION VARIES
GCC02 CLIP
10"3/4"8" GIRT
9 1/2" GIRT
8 1/2"10"3/4"8 1/2"8" GIRT
CONNECTION VARIES
GCC02 CLIP
9 1/2" GIRT9 1/2" GIRT
CF1001
DIM. "A" = 4" AT 8" & 9 1/2" GIRTS
= 8" AT 12" GIRTS
GIRT
END OF
GIRT TERMINATION DETAIL
NOTE: USE (4) 1/2" x 1 1/4" A307 BOLTS H0500/NUTS H0400
REFERENCE STANDARD WASHER DETAIL FOR TYPICAL WASHER
LINE
1/4"
STEEL
SECT. "A"
LEFT HAND DETAIL SHOWN, RIGHT HAND OPPOSITE
SEE PLAN
CLIPSHOP WELDED
"A"
1 1/2"
GIRT
WELDED
CLIP
SHOP
LDIM. "A"EQ.SEQ.C COLUMN
ZEE GIRT
L
RIGHT HAND OPPOSITE
LEFT HAND DETAIL SHOWN,
CF1200REQUIREMENTS
STIFFENERSHOP WELDED
PER DESIGN
STEEL LINE
JAMB
CLEAR OPENING
"A"EQ4"/8"EQSECTION "A"
1 1/4"
CG0030
JAMB TO FINISHED FLOOR CONNECTION
NOTE: USE (2) 1/2" x 1 1/4" A307 BUTTON HEAD BOLTS H0510/NUTS H0400
REFERENCE STANDARD WASHER DETAIL FOR TYPICAL WASHER REQUIREMENTS
RIGHT HAND DETAIL SHOWN,
LEFT HAND OPPOSITE
CLIP
MK. HCJ01 AT 8"
MK. HCJ01 AT 9 1/2"
MK. HCJ02 AT 12"
(ATTACHMENT TO
SLAB BY OTHERS)
(3) H1020 FASTENERS
CLIP MK. JCT02
CLIP MK. JCT02
ZEE GIRT
(3) H1020 FASTENERS
JAMB EXTENSION, IF REQUIRED
JAMB EXTENSION
CG0058
JAMB EXTENSION TO ZEE GIRT
ZEE GIRT CONNECTION
NOTE: USE (4) 1/2" x1 1/4" A307 BOLTS H0500/NUTS H0400
REFERENCE STANDARD WASHER DETAIL FOR TYPICAL WASHER REQUIREMENTS
03/22/2022
D9SHEETPROJECT NAMEKUHN AVIATION HANGARCUSTOMER NAMECRUSAK, INC.JOB NUMBERU21X1224ADRAWING STATUSFOR PERMITS ONLY375 CO RD 352**NOT FOR CONSTRUCTION**Wall Framing DetailsDRAWING TITLE(435) 919-3100(435) 919-3101FAX:PHONE:RIFLE, CO 81650ADDRESS03/22/202210:51:42am#RELEASE / REVISIONDWN / CHKDATEENG0Anchor Bolts for ConstructionNBS / EOPJIL11/24/20211Rev. 1 Anchor Bolts for Const.NBS / EOPJIL12/02/20212Building Department ReviewMBS / EVTJIL12/15/20213Rev. 2 Anchor Bolts for Const.NBS / EOPJIL03/07/20224Rev. 1 Build. Depart. ReviewTKL / MBHJIL03/22/2022EQVARIES
EQ4"/8"GIRT
CLEAR OPENING
STEEL LINE
JAMB
RIGHT HAND DETAIL SHOWN, LEFT HAND OPPOSITE
CG0060
(2) 1/2" X 1 1/4"
A307 BOLTS H0500/NUTS H0400
3/4"
COLD FORM SHOWN, HOT-ROLL SIMILAR
GIRT TO JAMB CONNECTION
NOTE: USE (2) 1/2" x 1 1/4" A307 BUTTON HEAD BOLTS H0510/NUTS H0400
REFERENCE STANDARD WASHER DETAIL FOR TYPICAL WASHER REQUIREMENTS
CLIP MK. FOC94 8" / 9 1/2" CEE - (FLANGE WIDTH = 2.5" / 3.0")
CLIP MK. FOC95 12" "S" - (FLANGE WIDTH = 3.63")
CLIP MK. FOC96 8" / 9 1/2" "S" - (FLANGE WIDTH = 3.78" / 3.63")
NOTE:
INSTALL CLIPS ON JAMB BEFORE STANDING JAMB.
USE LEVEL TO ALIGN GIRTS ADJUST CLIP AS REQUIRED.
FLANGE WIDTH
CLIP MK. JCT02
JAMB EXTENSION, IF REQUIRED
JAMB/JAMB EXTENSION
CG0072
JAMB EXTENSION TO CEE GIRT
CEE GIRT CONNECTION
NOTE: USE (4) 1/2" x1 1/4" A307 BOLTS H0500/NUTS H0400
REFERENCE STANDARD WASHER DETAIL FOR TYPICAL WASHER REQUIREMENTS
(3) H1020 FASTENERS /
(3) H1070 FASTENERS IF HOT-ROLL CEE
CEE GIRT
(3) H1020 FASTENERS /
(3) H1070 FASTENERS IF HOT-ROLL CEE
CLIP MK. FOC94 @ 8"/9 1/2" CEE
CLIP MK. FOC96 @ 12" CEE & "S"3"4"1"CLIP MK. JCT13
DOOR JAMB
CEE HEADER
CG0062
JAMB TO HEADER W/ INTERMEDIATE GIRTS
USE (4) 1/2" x 1 1/4" A307 BUTTON HEAD BOLTS H0510/NUTS H0400
REFERENCE STANDARD WASHER DETAIL FOR TYPICAL WASHER REQUIREMENTS
(6) H1020 FASTENERS /
(6) H1070 FASTENERS
AT HOT-ROLL
LEFT HAND DETAIL SHOWN,
RIGHT HAND OPPOSITE
3"
4 1/4"
1"
RIGHT HAND DETAIL SHOWN,
LEFT HAND OPPOSITE
GIRT
CG0059
CLIP MK. JCT01
DOOR JAMB
JAMB BELOW GIRT SHOWN
MIRROR IF JAMB IS ABOVE GIRT
JAMB TO ZEE GIRT w/INTERMEDIATE GIRT
NOTE: USE (4) 1/2"X 1 1/4" A307 BOLTS H0500/NUTS H0400
REFERENCE STANDARD WASHER DETAIL FOR TYPICAL WASHER REQUIREMENTS
(6) H1020 FASTENERS
ERECTOR NOTE:
-PRE-DRILL HOLES AT NESTED ZEE GIRTS & DOUBLE CEE GIRTS IF REQUIRED.
-IF THE T-CLIP IS LOCATED IN THE SAME LOCATION AS NESTED GIRT BOLTS, THE
NESTED GIRT BOLTS CAN BE REMOVED.
CM0003
ERECTOR NOTE AT BYPASS LAP:
WHEN LOCATING THE NESTED GIRT AT A GIRT LAP, THE NESTED GIRT END
WILL BE HELD BACK SO THAT IT DOES NOT ENTER THE LAPPED AREA.
FACTORY PUNCHED
COLUMN
MAX. O.C.
5'-0"
END OF NESTED
GIRT
3/4"
GIRT LAP
0'-1"
9/16" Ø HOLES FOR 1/2" x 1 1/4" A307 BOLTS
H0500 / NUTS H0400 (FILL ALL HOLES) (THE
QUANTITY OF BOLTS WILL VARY DEPENDING
ON BAY SIZE)
MAX. O.C.
5'-0"
COLUMN
TYPICAL GIRT
BELOW
TYPICAL GIRT
BELOW
FACTORY PUNCHED9/16" Ø HOLES FOR 1/2" x 1 1/4" A307 BOLTS
H0500 / NUTS H0400 (FILL ALL HOLES) (THE
QUANTITY OF BOLTS WILL VARY DEPENDING
ON BAY SIZE)STEEL LINEREF. CORNER
DETAILS FOR
COLUMN
ORIENTATION
ERECTOR NOTE AT FLUSH \INSET:
WHEN LOCATING THE NESTED GIRT AT A FLUSH OR INSET CONDITION, THE NESTED GIRT END WILL BE HELD
BACK TO MATCH THE GIRT BELOW IT. THE BOLTS IN THE CLIP WILL ALSO BE USED IN THE NESTED GIRT.
ERECTOR NOTE AT CORNERS:
WHEN LOCATING THE NESTED GIRT AT A CORNER CONDITION, THE NESTED GIRT END WILL BE HELD
BACK TO MATCH THE GIRT BELOW IT. THE BOLTS IN THE CLIP WILL ALSO BE USED IN THE NESTED GIRT.
FACTORY PUNCHED9/16" Ø HOLES FOR 1/2" x 1 1/4" A307 BOLTS
H0500 / NUTS H0400 (FILL ALL HOLES) (THE
QUANTITY OF BOLTS WILL VARY DEPENDING
ON BAY SIZE)
MAX. O.C.
5'-0"
FACTORY LOCATED NESTED GIRT DETAIL
REFERENCE ERECTOR NOTE FOR TYPICAL WASHER REQUIREMENTS
OPENING
FRAMED
JAMB EXTENSION
(6) H1020 FASTENERS
ZEE GIRT
(3) H1020 FASTENERS
4 1/4"4 1/4"CG0064
ERECTOR NOTE:
-IF THE T-CLIP IS LOCATED IN THE SAME LOCATION AS NESTED GIRT
BOLTS, THE NESTED GIRT BOLTS CAN BE REMOVED.
JAMB WITH EXTENSION DETAIL
JAMB & EXTENSION TO ZEE GIRT CONNECTION
NOTE: USE (6) 1/2" X 1 1/4" A307 BOLTS H0500/NUTS H0400
REFERENCE ERECTOR NOTE FOR TYPICAL WASHER REQUIREMENTS
CLIP
MK. JCT01
CLIP
MK. JCT02
CJ1220
GIRT
STEEL LINE
CLIP MK. GCC02
CENTERLINE OF COLUMN
2"4"2"
GIRT
COLUMN
STEEL LINELEFT HAND OPPOSITE
RIGHT HAND DETAIL SHOWN,
1/2"
3/4"
4"2-3/4"2-3/4"
4"6"2"AT 12" GIRTS
AT 9-1/2" GIRTS
AT 8" GIRTSAT 9-1/2" GIRTSAT 8" GIRTSAT 12" GIRTS8"4"4"2-3/4"2"2"2-3/4"2"2"3/4"
INSIDE CORNER GIRT DETAIL
BYPASS GIRT INTO BYPASS GIRT
NOTE: USE (6) 1/2" x 1 1/4" A307 BOLTS H0500/NUTS H0400
REFERENCE STANDARD WASHER DETAIL FOR TYPICAL WASHER REQUIREMENTS
SHOP WELDED CLIP
SHOP WELDED
STIFFENER
PER DESIGN
03/22/2022