124 kirby drive, portland, tn 37148...appropriate erection manual for erection procedures. rp2. a...
TRANSCRIPT
SPECIFIC BUILDING CODE.COMBINATION WITH DEAD AND COLLATERAL LOADS. ROOF SNOW IN OTHER LOADING CONDITIONS IS DETERMINED PER THESPECIFIED ROOF SNOW LOAD, WHICHEVER IS GREATER. THIS VALUE FOR THE MINIMUM SNOW LOAD IS ONLY APPLIED IN
** MINIMUM SNOW LOAD IS BASED ON THE MINIMUM ROOF SNOW LOAD CALCULATED PER BUILDING CODE OR THE CONTRACT-*
*
**
26COMPONENTS & CLADDING:asd
ult
FRONT SIDEWALL FRAMING AT LINE CE13
MPH89NOMINAL WIND SPEED V :
K19G0541A
STEVENS CONSTRUCTION CO., INC.
MARION AIRPORT TERMINAL
MARION, OH 43302
TABLE OF CONTENTS
DRAWING NO. DRAWING TITLE
ANCHOR BOLT PLANE1E2 CROSS SECTION AT LINES 1E3 CROSS SECTION AT LINES 2E4 CROSS SECTION AT LINES 3, 4E5 CROSS SECTION AT LINES 5E6 CROSS SECTION AT LINES 7E7 ROOF FRAMING
1.00Is: Ct: 1.00 1.0000Ce:
TRIBUTARY REDUCTION Yes
CEXPOSURE:
PSF 0.0000 PSFRAIN W/ SNOW (IF REQ'D)MINIMUM SNOW LOAD: PSF20.0000
JOB NUMBER:
BUYER:
PROJECT:
LOCATION:
BUILDING LOADS / DESCRIPTION:
20.00
14 205
2.500
PSF
PSFPSFPSF
ROOF LIVE LOAD:
ROOF SNOW LOAD:GROUND SNOW LOAD:COLLATERAL LOAD:
ROOF DEAD LOAD:
AND APPLIED AS REQUIRED BY :
RISK CATEGORY: II - Normal
ULTIMATE WIND SPEED V : 115FRAME LIVE LOAD: 12 PSF
RAIN ON SNOW SURCHARGE: 0.0000
KIRBY'S ENGINEER IS NOT ENGINEER OF RECORD FOR THIS CONSTRUCTION PROJECT.SUPPLIED BY KIRBY BUILDING SYSTEMS, INC., IF ERECTED AS INDICATED. NOTE THATORDER TO THE STRUCTURAL COMPONENTS OF THE BUILDING DESIGNED ANDCERTIFICATION EXTENDS ONLY FOR THE LOADS SPECIFIED ON KIRBY'S PURCHASE
OBC 17
PSF (ROOF PANELS & PURLINS)
WITH THE REQUIREMENTS OF THE LOCAL BUILDING DEPARTMENT.THE CONTRACTOR IS TO CONFIRM THAT THESE LOADS COMPLY
THIS STRUCTURE IS DESIGNED UTILIZING THE LOADS INDICATED
MPH
DESIGN LOADS HAVE BEEN APPLIED IN ACCORDANCE WITH THE FOLLOWING.
CS: 0.059 3.0 R:KIPS 2.44 KIPS R: 3.0 0.059 CS:
0.06 SDS: 0.18 0.09SD1:DSITE CLASS: 1.00Ie:
STRUCTURE. ALL EXTERIOR COMPONENTS (DOORS, WINDOWS,
LATERAL DIRECTION - BASE SHEAR:LONGITUDINAL DIRECTION - BASE SHEAR:
0.17SEISMIC CRITERIA:SEISMIC USE GROUP:
Ss:
SEISMIC DESIGN CATEGORY: B
THIS BUILDING IS DESIGNED AS
OTHER LOADS:
ENGINEER NOTES:
MUST MEET THE LARGE AND/OR SMALL MISSILE TEST OF ASTM E 1996 AND ASTM E 1886.MUST BE IMPACT-RESISTANT OR PROTECTED WITH AN IMPACT-RESISTANT COVERING. IMPACT RESISTANT MATERIALSDURING A HIGH WIND EVENT. ALL GLAZING AND OTHER APPLICABLE OPENINGS IN WINDBORNE DEBRIS REGIONSWIND LOADING REQUIREMENTS FOR THE BUILDING CODE LISTED ABOVE OR MUST BE ADEQUATELY PROTECTED
2.80
ANALYSIS PROCEDURE: EQUIVALENT LATERAL FORCE PROCEDURE
S1:
DEAD LOAD: NORMAL WEIGHT OF METAL BUILDING COMPONENTS AS SUPPLIED BY THE MANUFACTURER
ETC.) MUST BE DESIGNED TO WITHSTAND THE WIND LOADINGS SPECIFIED FOR THE DESIGN OF COMPONENTS ANDCLADDING IN THE DESIGN CODE LISTED ABOVE. ALL EXTERIOR COMPONENTS (WINDOWS, DOORS, ETC) MUST MEET
KZT: 1.0 1.00Iw:
FASTENER CHARTC1
OF ROOF LIVE LOAD OR ROOF SNOW LOAD, AS DETERMINED BY THE APPLICABLE CODE.THE DESIGN OF STRUCTURAL MEMBERS SUPPORTING GRAVITY LOADS IS CONTROLLED BY THE MORE CRITICAL EFFECT
PSF,+ 35 PSF-
STORY DRIFT. PLEASE NOTE THAT ANY INTERIOR WALLS, PARTITIONS, CEILINGS, AND EXTERIOR WALLS SHOULD BE DETAILED*** FOR OCCUPANCY CATEGORY I OR II BUILDINGS, IBC ALLOWS FOR SINGLE STORY BUILDINGS TO HAVE NO LIMIT FOR SEISMIC
***
(BY OTHERS) TO ACCOMMODATE THIS STORY DRIFT.
an Enclosed NOTE: ANY VARIANCEFROM THE PANELTYPES OR COLORSLISTED HERE WILL BENOTED ON THEELEVATION DRAWINGS.
WALL SECONDARY:
PRIMER:STRUCTURAL FRAMING:
ROOF SECONDARY:
COLOR:
COLOR:
SOFFIT PANELS:
WALL PANELS:
ROOF PANELS:
TYPE:
TYPE:
TYPE:
LINER PANELS:
TYPE:COLOR:
COLOR:
TRIM COLORS:
ROOF LINE TRIM:
WALL CORNER TRIM:BASE TRIM:
FRAMED OPENING TRIM:
DOWNSPOUTS:
+/- 0.18GCpi:
STRUCTURAL SYSTEM: NOT DETAILED FOR SEISMIC
OR OTHER MATERIALS THAT REDUCE FRICTION AT CONTACT SURFACES. GALVANIZED OR LIGHTLY RUSTED SURFACESIV. ANY CONNECTION DESIGNATED IN THESE DRAWINGS AS A SLIP-CRITICAL CONNECTION MUST BE FREE OF PAINT, OIL,
ARE ACCEPTABLE.
AS A SEISMIC DESIGN CATEGORY OF D, E OR F.III. THE PROJECT SITE IS LOCATED IN A HIGH SEISMIC AREA. FOR IBC BASED CODES, "HIGH SEISMIC AREA" IS DEFINED
1. MATERIALS ASTM DESCRIPTION
THE ENGINEER-OF-RECORD FOR THE PROJECTSHOULD BE CONSULTED TO EVALUATE FOR THIS CONDITION.II. BUILDING SUPPORTS MACHINERY THAT CREATES VIBRATION, IMPACT OR STRESS-REVERSALS ON THE CONNECTIONSI. BUILDING SUPPORTS A CRANE SYSTEM WITH A CAPACITY GREATER THAN 5 TONS.
BE SNUG TIGHT. PRIMARY FRAMING (RIGID FRAMING AND BRACING) MUST BE SNUG TIGHT EXCEPT AS FOLLOWS:
ASTM DESCRIPTIONA529 / A572 / A1011A36 / A529 / A572 / A500A653 / A1011
A653 / A792A307 / A325
A572 / A108A475
GENERAL NOTES:1. MATERIALS
STRUCTURAL STEEL PLATEHOT ROLLED MILL SHAPESCOLD FORM SHAPES
ROOF AND WALL SHEETINGBOLTS
3. STRUCTURAL SHOP COAT PAINT
CABLERODS
2. A325 & A490 BOLT TIGHTENING REQUIREMENTSBOLTED JOINTS SHALL BE CONNECTED AND INSPECTED IN ACCORDANCE WITH THE "RESEARCH COUNCIL ONSTRUCTURAL CONNECTIONS SPECIFICATION FOR STRUCTURAL JOINTS USING HIGH-STRENGTH BOLTS" UNLESSNOTED OTHERWISE ON THE KBS ERECTION DRAWINGS, ALL A490 BOLTS SHALL BE PRE-TENSIONED AND ALL A325BOLTS IN SECONDARY MEMBERS (PURLINS, GIRTS, FRAMED OPENINGS, ETC.), AND ALL FLANGE BRACES MUST
4. TEMPORARY PANEL STORAGE
5. TEMPORARY BRACING
6. PANEL HANDLING
7. ERECTION NOTES
PROPER STORAGE PROCEDURES.
COMPONENTS HAZARDOUS.
8. WELDING SPECIFICATIONS
KIRBY BUILDING SYSTEMS.
9. BUILDING MAINTENANCE MANUAL
PAINTED BUILDING PANELS WITH FLUOROPOLYMER FINISH ARE HIGH-QUALITY CONSTRUCTION MATERIALS.WHILE IN THE BUNDLE, PANELS SHOULD BE PROTECTED FROM HIGH TEMPERATURE, HUMIDITY AND MOISTURE,OTHERWISE, DAMAGE CAN OCCUR TO THE PAINTED SURFACE OF THE PANEL. PLEASE REFER TO THE
BUILDER/CUSTOMER SHALL SPECIFICALLY NOTE THAT BRACING FURNISHED BY KIRBY IS INTENDED TO BEUSED FOR THE COMPLETED BUILDING; KIRBY DOES NOT REPRESENT OR GUARANTEE THAT THE BRACING WILLBE ADEQUATE AS TEMPORARY BRACING DURING ERECTION OF THE BUILDING.
"WARNING LABEL" THAT KIRBY APPLIES TO EACH BUNDLE OF FLUOROPOLYMER FINISHED PANELS FOR
EXPOSURE TO ATMOSPHERIC CONDITIONS. SHOP COAT PRIMER DOES NOT PROVIDE THE APPEARANCE,DURABILITY AND/OR PROTECTION OF AN APPROPRIATE FIELD APPLIED FINISH. KIRBY STANDARD SHOP COATPAINT SHALL MEET OR EXCEED THE REQUIREMENTS OF FEDERAL SPECIFICATION TTP-636.
THE BUILDING MUST BE ERECTED ACCORDING TO THE FRAMING PLANS, STANDARD DETAILS, SPECIAL DETAILS,
METAL BUILDING PANELS ARE WAXED OR OILED FOR FINISH PROTECTION DURING SHIPPING AND STORAGE.THE WAX OR OIL MAKES THE PANELS SLIPPERY AND HAZARDOUS TO WALK ON OR STAND ON. THE WAX OROIL CAN BUILD UP ON SHOES, GLOVES, AND CLOTHING MAKING CLIMBING OR WALKING ON OTHER
AND NOTES TO ASSURE COMPLIANCE WITH DESIGN LOADS AND BUILDING CODE REQUIREMENTS. FIELDMODIFICATION OF THE BUILDINGS OR BUILDING COMPONENTS WHICH WILL AFFECT THE STRUCTURAL INTEGRITYOF THE BUILDING WILL NOT BE ALLOWED WITHOUT PRIOR APPROVAL BY AN AUTHORIZED REPRESENTATIVE OF
OTHER THINNER MATERIALS WERE PRODUCED IN ACCORDANCE WITH THE 2008 AWS D1.3 STRUCTURALACCORDANCE WITHIN THE 2010 AWS D1.1 STRUCTURAL WELDING CODE - STEEL. THE REMAINING WELDS ONALL SHOP WELDS ON MATERIALS GREATER THAN OR EQUAL TO 0.125" IN THICKNESS WERE PRODUCED IN
WELDING CODE - SHEET STEEL. ALL WELDING WAS PERFORMED BY AWS CERTIFIED WELDERS.
AVAILABLE AT http://www.kirbybuildingsystems.com/for_metal_building_systems_builders.asp
THE COAT OF SHOP PRIMER IS INTENDED TO PROTECT THE STEEL FRAMING FOR ONLY A SHORT PERIOD OF
1. THE RIGID FRAME ENDWALLS ARE NOT DESIGNED FOR EXPANSION.
SLATE GRAY
SLATE GRAY
SLATE GRAY
Ga.24 SS360TALL CLIPS WITH THERMAL BLOCKREFLECTIVE WHITE
Ga.24 KRPSLATE GRAY / ROYAL BLUE
SLATE GRAY / ROYAL BLUESLATE GRAY
GRAY PRIMER
GRAY PRIMERGRAY PRIMER
Ga.24 KFSREGAL WHITE
E8 ROOF & SOFFIT SHEETINGE9 BACK SIDEWALL FRAMING AT LINE AE10 BACK SIDEWALL SHEETING AT LINE AE11 LEFT ENDWALL FRAMING AT LINE 1E12 LEFT ENDWALL SHEETING AT LINE 1
STANDARD DETAILSD1-D7
LEFT ENDWALL FRAMING AT LINE 2E15E16 LEFT ENDWALL SHEETING AT LINE 2E17 RIGHT ENDWALL FRAMING AT LINE 6E18 RIGHT ENDWALL SHEETING AT LINE 6E19 FRONT SIDEWALL FRAMING AT LINE EE20 FRONT SIDEWALL SHEETING AT LINE EE21 FRONT SIDEWALL FRAMING AT LINE D
FRONT SIDEWALL SHEETING AT LINE CE14
E22 FRONT SIDEWALL SHEETING AT LINE DE23 RIGHT ENDWALL FRAMING AT LINE 7E24 RIGHT ENDWALL SHEETING AT LINE 7
TRIM PROFILEST1-T2
METAL BUILDING MANUFACTURERS ASSOCIATIONMEMBER
124 KIRBY DRIVE, PORTLAND, TN 37148
FOR
CONSTRUCTION
DAC 11/1/2019
11/01/2019
FASTENER REQUIREMENTS
ROOF STITCH/TRIM FASTENERSROOF MEMBER FASTENERS
MISCELLANEOUS FASTENERS
WALL STITCH/TRIM FASTENERSWALL MEMBER FASTENERS
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ANCHOR BOLT DRAWINGS:
AB1. ALL DIMENSIONS ARE OUT TO OUT OF STEEL. IF CONCRETE NOTCH IS REQUIRED, THEN THE REQ'D DIMENSIONS SHOULD BE ADDED TO OBTAIN THE OUT TO OUT OF CONCRETE DIMENSIONS.
AB2. THIS DRAWING INDICATES WHERE THE ANCHOR BOLTS ARE TO BE PLACED AS WELL AS THE FOOTPRINT OF THE METAL BUILDING. IT IS ESSENTIAL THAT THESE BOLT PATTERNS BE FOLLOWED. IF THESE SETTINGS DIFFER FROM THE ARCHITECTURAL FOUNDATION PLANS, THE METAL BUILDING MANUFACTURER MUST BE CONTACTED IMMEDIATELY - BEFORE CONCRETE IS PLACED.
AB3. EACH SPECIFIED ANCHOR BOLT DIAMETER ASSUMES F1554 GRADE 36 UNLESS NOTED OTHERWISE. ANCHOR BOLTS OF EQUAL DIAMETER THAT EXCEED THE F1554-36 STRENGTH REQUIREMENT MAY BE USED AT THE DISCRETION OF THE FOUNDATION ENGINEER.
AB4. PROJECT FOUNDATION DESIGN SHALL BE THE RESPONSIBILITY OF A REGISTERED PROFESSIONAL ENGINEER FAMILIAR WITH LOCAL SITE CONDITIONS, NOT THE METAL BUILDING MANUFACTURER.
AB5. THE METAL BUILDING MANUFACTURER IS NOT RESPONSIBLE FOR ANCHOR BOLTS (INCLUDING WASHERS AND NUTS), EXPANSION BOLTS, EMBEDMENT PLATES, NOR ANY OTHER MATERIALS THAT MAY BE CONSIDERED PART OF THE FOUNDATION.
AB6. THE ANCHOR BOLT LOCATIONS SHOWN SATISFY PERTINENT REQUIREMENTS OF THE DESIGN OF THE METAL BUILDING. IT IS THE RESPONSIBILITY OF THE FOUNDATION ENGINEER TO MAKE CERTAIN THAT SUFFICIENT CONCRETE EDGE DISTANCE IS PROVIDED FOR ALL ANCHOR BOLTS.
AB7. SEE DETAILS FOR COLUMN ORIENTATION.
CROSS-SECTION DRAWINGS:
XS1. ALL MAIN FRAME CONNECTION BOLTS ARE A325 BOLTS UNLESS NOTED.
XS2. FLANGE BRACES ARE REQUIRED ON TWO SIDES (2) OR ONE SIDE (1) AS NOTED.
XS3. FLANGE BRACE LOCATIONS AT EXPANDABLE END FRAMES: IF (2) ARE REQUIRED THEN ONE FLANGE BRACE IS TO BE INSTALLED AT THE TIME OF ERECTION, WHILE THE OTHER IS TO BE STORED AND USED AT THE TIME OF FUTURE EXPANSION.
ROOF PANEL LAYOUTS:
RP1. FOR STANDING SEAM ROOF PANELS, REFERENCE THE APPROPRIATE ERECTION MANUAL FOR ERECTION PROCEDURES.
RP2. A COPY OF KIRBY'S STANDING SEAM CHECKLIST CAN BE FOUND IN THE STANDING SEAM ERECTION MANUAL SENT WITH EACH PROJECT. TO ENSURE YOUR INSTALLER HAS A THOROUGH UNDERSTANDING OF THE STANDING SEAM SYSTEM, PLEASE REVIEW THE DETAILS PROVIDED IN THE ERECTION DRAWINGS AND THE STANDING SEAM MANUAL. HAVE THE ERECTOR OR YOUR PROJECT SUPERINTENDENT COMPLETE THE CHECKLIST.
ERECTION DRAWING GENERAL NOTES:GN6. ALL GIRT LAPS NOT INDICATED WILL BE 2-1/4".
GN7. ERECTOR TO FIELD SLOT FLUSH FRAME GIRTS FOR CABLE / ROD BRACING. AF0080
GN8. ALL PRIMARY AND SECONDARY FRAMING, WIND BRACING, ETC. MUST BE PROPERLY INSTALLED AND ALIGNED PRIOR TO THE INSTALLATION OF THE PANELS.
GN9. DO NOT STAND OR WALK ON SECONDARY FRAMING MEMBERS SUCH AS GIRTS, PURLINS AND EAVE STRUTS UNLESS THEY ARE FIRMLY SECURED AT BOTH ENDS AND LATERALLY SUPPORTED.
GN10. DO NOT USE METAL BUILDING PANELS AS WALK BOARDS OR WORKING PLATFORMS. NEVER STAND OR WALK ON METAL BUILDING PANELS BETWEEN SUPPORTS UNLESS THE PANELS ARE FIRMLY FASTENED AT BOTH ENDS AND BOTH SIDES.
GN11. BEFORE INSTALLATION OF WALL PANELS, IT IS IMPORTANT TO REFERENCE WALL PANEL FASTENER LAYOUT DETAILS TO INSURE CORRECT USAGE OF FASTENERS. FOR EXAMPLE: GA0101 (KW)... GA0201 (KR)... GA0301 (KRP)
GN12. BUILDER TO FIELD CUT OR BACK LAP PANELS AS REQUIRED.
GN13. WARNING: PENCIL LEAD AND MARKER WILL CAUSE GALV. PANELS AND TRIM PIECES TO RUST. DO NOT USE THESE TO MARK ON PARTS.
GN14. USE RVTCP AT 5'-0" C/C FOR TEMPORARY INSTALLATION OF CLH TRIM.
GN15. REF. GA0030 FOR CAULKING AT TRIM LAPS.
GN16. TRIM THAT IS HIDDEN UPON PROPER INSTALLATION (EX: CLH, LRT, RCL) MAY NOT BE THE SAME COLOR AS THE TRIM THAT WILL BE VISIBLE.
GN17. SHEETING AND TRIM FASTENERS ARE THE SAME COLOR AS THE FIRST PIECE OF SHEET METAL THROUGH WHICH THE FASTENER PASSES.
GN18. BRONZE COLORED TUBE SEALANT IS PROVIDED FOR DARK BRONZE (DB) AND BURNISHED SLATE (BS) SHEETING AND TRIM APPLICATIONS. WHITE TUBE SEALANT IS PROVIDED FOR ALL OTHER COLORS.
GN19. FASTENERS FOR ALL TRIM ARE REQUIRED AT 12" ON CENTER UNLESS NOTED OTHERWISE. USE TUBE SEALANT AT ALL TRIM SPLICES.
GN20. ALL FIELD LOCATED FRAMED OPENINGS MUST BE LOCATED TO FACILITATE PROPER INSTALLATION OF THE COLUMN AND RAFTER FLANGE BRACES, THE LONGITUDINAL BRACING AND OTHER STRUCTURAL MEMBERS LOCATED IN THE WALLS AND ROOF. THE FLANGE BRACES, LONGITUDINAL BUILDING BRACING, AND OTHER STRUCTURAL MEMBERS IN THE WALLS AND ROOF ARE INTEGRAL COMPONENTS OF THE STRUCTURAL INTEGRITY OF THE BUIDING SYSTEM AND CANNOT BE MODIFIED, ADJUSTED, OR RELOCATED TO ACCOMMODATE FIELD LOCATED FRAMED OPENINGS.
ROOF CURBS:
RC1. ROOF CURBS ON STANDING SEAM ROOF SYSTEMS ARE DESIGNED TO MOVE IN CONJUNCTION WITH THE ROOF SYSTEM DURING EXPANSION AND CONTRACTION. FOLLOW FASTENING INSTRUCTIONS IN THE STEPS ABOVE. ENSURE THAT NO FASTENERS ATTACH CURB COMPONENTS TO ROOF SECONDARY (EX. PURLINS) AS THIS WILL RESTRICT MOVEMENT OF THE CURB SYSTEM.
RC2. UPON FINAL INSPECTION OF CURB INSTALLATION, MAKE SURE ENTIRE PERIMETER OF CURB IS SEALED TO THE ROOF PANEL WITH TUBE SEALANT. ADEQUATELY FILL ALL VOIDS AND GAPS.
RC3. CURBS BY OTHERS: THE KBS RECOMMENDED INSTALLATION FOR ROOF CURBS IS SHOWN, ACCORDING TO WHICH KBS WILL SUPPLY HAT CHANNELS AND THE FASTENERS FOR ATTACHING THEM. IF YOUR CURB VARIES FROM THE SECTIONS SHOWN, YOU MAY NEED TO MAKE MODIFICATIONS TO THE MATERIAL SUPPLIED.
MEZZANINE LAYOUTS:
MZ1. MEZZANINE JOISTS ARE TO BE FIELD WELDED IN POSITION UNLESS OTHERWISE NOTED. REFERENCE THE ERECTION DETAILS AS THEY ARE APPLIED ABOVE, SINCE SOME AREAS MAY BE BOLTED WHILE OTHERS ARE WELDED.
MZ2. ALL JOIST BRIDGING TO BE FIELD WELDED, UNLESS NOTED OTHERWISE. ALL BRIDGING AND BRIDGING ANCHORS SHALL BE COMPLETELY INSTALLED BEFORE CONSTRUCTION LOADS ARE TO BE PLACED ON JOISTS.
MZ3. FLOOR DECKING FURNISHED BY MANUFACTURER WILL BE FASTENED TO JOIST WITH WELD WASHERS UNLESS NOTED OTHERWISE. FLOOR DECKING SHALL BE ANCHORED TO SUPPORTING MEMBERS WITH 5/8" DIAMETER PUDDLE WELDS OR EQUIVALENT AT ALL EDGE RIBS PLUS A SUFFICIENT NUMBER OF INTERIOR RIBS.
MZ4. THE EDGE ANGLE HAS BEEN DESIGNED ONLY TO RESIST THE FORCES IMPOSED DURING THE PLACEMENT AND CURING OF THE CONCRETE FLOOR OF THE MEZZANINE. IT HAS NOT BEEN DESIGNED FOR THE ATTACHMENT OF STAIRS, RAILINGS, ETC.
ALL DRAWINGS:
GN1. DRAWINGS ARE NOT TO SCALE.
GN2. FOR FLANGE BRACE CONNECTIONS AT COLUMNS OR RAFTERSSEE DETAIL AG0011 (UNLESS OTHERWISE NOTED).
GN3. ADEQUATE TEMPORARY BRACING MUST BE PROVIDED BY THE ERECTOR DURING THE ERECTION OF THE BUILDING.
GN4. ALL CONNECTION BOLTS OR FIELD WELDS, PURLINS AND ALL FLANGE BRACES MUST BE PROPERLY INSTALLED ON MAIN FRAMES AS THEY ARE ERECTED AND BEFORE ERECTION LOADS ARE APPLIED.
GN5. REFER TO THE ERECTION DETAILS FOR BOLT AND WASHER REQUIREMENTS AT SECONDARY TO PRIMARY FRAMING CONNECTIONS. HANGER DETAILS NOTES:
HD1. HANGER DETAILS ARE A SUGGESTED MEANS OF ATTACHMENT ONLY. KBS IS NOT THE SUPPLIER OF HARDWARE OR HANGER RODS.
HD2. MAXIMUM HANGER LOADS ARE PROVIDED FOR EACH DETAIL. THE PURLINS OR JOISTS ON THIS PROJECT MAY NOT BE DESIGNED FOR THE REQUIRED HANGER LOADS. CONTACT KBS FOR SUSPENDED LOADS THAT EXCEED THE DESIGN COLLATERAL LOAD SPECIFIED FOR THIS PROJECT.
HD3. PURLIN LIPS AND JOIST CHORD MEMBERS MUST NEVER BE DISTORTED.
HD4. ROD HANGERS MUST HANG VERTICALLY, AND OFTEN MUST BE BENT TO ACHIEVE THIS. KBS IS NOT RESPONSIBLE FOR THE DESIGN OR ADEQUACY OF THE BENT ROD HANGER.
HD5. COLLATERAL DEAD LOADS ARE ASSUMED TO BE UNIFORMLY DISTRIBUTED.
HD6. WHEN SUSPENDED SPRINKLER SYSTEMS, LIGHTING, HVAC EQUIPMENT, CEILINGS, ETC. ARE SUSPENDED FROM ROOF MEMBERS, CONSULT KBS ENGINEERING IF ANY CONCENTRATED LOAD APPROACHES THE LIMITS SHOWN, OR IF INDIVIDUAL MEMBERS ARE LOADED SIGNIFICANTLY MORE THAN OTHERS.
OPTION B:SUPPORT CLAMP(80# MAX.)
OPTION A:PLACE SUPPORT BETWEEN JOIST ANGLES
BOTTOM CHORD
TOP CHORDJOISTSTEEL LINE
NO SUPPORT MATERIALS MAY PROTRUDE ABOVE THE STEEL LINE.
HDJ1. ANY LOAD GREATER THAN 80 LBS. MUST BE EQUALLY SUPPORTED BY BOTH CHORD ANGLES.
HDJ2. MAXIMUM 200# LOAD CAN BE PLACED ANYWHERE ON JOISTS CHORDS BEFORE ADDING REINFORCING ANGLES, PROVIDED THAT THE LOAD IS ACCOUNTED FOR IN THE ORIGINAL UNIFORM LOADING (COLLATERAL LOAD).
HDJ3. A POINT LOAD GREATER THAN 200# BUT LESS THAN 500# MUST BE APPLIED AT A PANEL POINT OR HAVE EXTRA WEB MEMBERS TRANSFERRING THE LOAD TO WITHIN 3" OF THE OPPOSITE CORD PANEL POINT. THE ERECTOR IS RESPONSIBLE FOR OBTAINING AND FIELD INSTALLING THE EXTRA REINFORCED ANGLE.
HDJ4. LOADS OVER 500# SHOULD NOT BE INSTALLED UNTIL AUTHORIZED BY KBS.
HDJ5. FIELD MODIFYING OF JOISTS, INCLUDING DRILLING OR CREATING HOLES IN CHORD ANGLES, IS ABSOLUTELY PROHIBITED.
3/16TYP.
HANGING LOAD
EXTRA WEB MEMBER ON EACH SIDE OF JOIST, FIELD WELDED TO JOIST AS SHOWN
CONCENTRATED LOAD
HANGER DETAILS AT JOISTS
400# CAPACITY WHEN ROD HANGER IS WITHIN CENTER ONE THIRD OF BEARING ANGLE SPAN (200# CAPACITY OTHERWISE) SUPPORT ANGLE
(L2"x2"x1/8", 3" LONG)(TYP.)
BEARING ANGLE(L3"x3"x3/16")
(2) 12-14 x 1 1/4" SDS(TYP.)
1/8
7/16"Ø HOLE(FIELD DRILLED)
PURLIN
PURLIN
TYP.
3/8"Ø ROD HANGER(SEE NOTE HD4)
MAX. ROOF SLOPE = 8:12HANGER DETAIL BETWEEN PURLINS
ROOF SLOPE UP TO 4:12375# CAPACITYROOF SLOPE ABOVE 4:12250# CAPACITY
25/64"Ø HOLE(FIELD DRILLED) 3/8"Ø ROD HANGER
SAMMY X-PRESS SWIVEL PIPE HANGER (MODEL SXP 35)
1 1/2" MAX.
PURLIN
MAX. ROOF SLOPE = 8:12HANGER DETAIL AT PURLIN
ROOF SLOPE UP TO 4:12250# CAPACITY WITHOUT SUPPORT ANGLE500# CAPACITY WITH SUPPORT ANGLEROOF SLOPE ABOVE 4:12250# CAPACITY WITH SUPPORT ANGLE
CADDY PURLIN CLAMP(MODEL 315)
(2) 12-14 x 1 1/4" SDS
SUPPORT ANGLE(L2"x2"x1/8", 6" LONG)REQUIRED AT LOADS > 250 LBS.REQUIRED AT ROOF SLOPE > 4:12
3/8"Ø ROD HANGER(SEE NOTE HD4)
1 1/2" MAX.
PURLIN
MAX. ROOF SLOPE = 8:12HANGER DETAIL AT PURLIN
500# CAPACITY
3/4" MIN.1/2 PURLIN DEPTH MAX.
25/64"Ø HOLE(FIELD DRILLED)
3/8"Ø ROD HANGER(SEE NOTE HD4)
SAMMY X-PRESS SIDEWINDER PIPE HANGER (MODEL SWXP 35)
MAX. ROOF SLOPE = 1:12HANGER DETAIL AT PURLIN
PURLIN
50# CAPACITY WITHOUT SUPPORT ANGLE200# CAPACITY WITH SUPPORT ANGLE
7/16" HOLE (FIELD DRILLED)
3/8"Ø ROD HANGER(SEE NOTE HD4)
(2) 12-14 x 1 1/4" SDS1 1/2" MAX.SUPPORT ANGLE
(L2"x2"x1/8", 6" LONG)REQUIRED AT LOADS > 50 LBS.
PURLIN
MAX. ROOF SLOPE = 1:12HANGER DETAIL AT PURLIN
1/4-14 X 7 8" HWHVRT DP1 BLAZERZINC HEAD
FA03__
12-14 X 114" HWH
BLAZER DP2, NO WASHER
FA07__
12-14 X 114" HWH
BLAZER DP2, NO WASHER
FA07CPSECONDARY TO SECONDARYCONNECTIONS
1/4-14 X 7 8" HWHBLAZER FLANGEVRT DP1
FA10__
1/4-14 X 7 8" HWHBLAZER VRT DP1, NO WASHER
FA11__
1/4-14 X 114" HWH
DP3 BLAZER ZINC HEAD
FA12__
KL EXTERIOR STRUCT.FASTENER
FC08__
12-14 x 112" HWH
BLAZER FLANGE DP2
14"-14 X 11
4" SHOULDER TEK2, NO WASHER
FD05__
RAKE SUPPORT TORAKE ANGLE
12-24 X 2" IMPAX-45w/WASHER
FD13__
10 X 1" SDS #2 PHILPANCAKE HEAD
FD19__
14"-14 X 11
4" TEK/2w/WASHER
FD26__
KL CLIP TO SECONDARY
11/01/2019
86'-8"OUT-TO-OUT OF STEEL (OVERALL)
25'-4" 15'-4" 19'-0" 27'-0"
24'-4"1'-0" 26'-0" 1'-0"
1 3 4 5 7
27'-4
"18
'-8"
46'-0
"O
UT-
TO-O
UT
OF
STE
EL
(OV
ER
ALL
)
A
C
E
40'-8
"5'
-4"
46'-0
"
57'-4"
20'-0"15'-4"22'-0"
21'-0"1'-0" 19'-0" 1'-0"
26'-0"
25'-0" 1'-0"
OU
T-TO
-OU
T O
F S
TEE
LO
UT-
TO-O
UT
OF
STE
EL
OU
T-TO
-OU
T O
F S
TEE
L
OU
T-TO
-OU
T O
F S
TEE
L (O
VE
RA
LL)
D
E
A
25'-0
"15
'-8"
B
OUT-TO-OUT OF STEELOUT-TO-OUT OF STEEL
O/O
STEE
L
62 3 4 7
(NESTED PORTAL)
(NESTED PORTAL)
3'-4"
5
4"
3 1/2"
ADETAIL
3/4"Dia=
SW
EW
1'-0"
6"
1'-0"
3"
11 1/2"
8"
1 1/2" 1 1/2"
9'-10"6'-0"3'-2"14'-0"8"
3'-2"12'-0"10'-2" 1'-0
"
6'-0" 5'-2" 9'-8" 5'-2"OPEN OPEN OPEN OPEN OPEN
3'-1
0"9'
-8"
2'-2"
11'-6
"9'
-8"
3'-1
0"O
PE
NO
PE
N
8" 14'-0"8"
8'-8" 6'-0" 5'-4" 4'-0" 6'-0" 6'-0" 6'-0" 4'-0"
8"
OPEN OPEN OPEN OPEN
A
A
B
A
8"
11 1/2"
3"
3 1/2"
1 1/2"1 1/2"
6"
See Plan
CDETAIL
Dia= 3/4"
1'-4 1/4"
SW
3 1/2"
BDETAIL
3/4"Dia=
SW
EW
1'-0"
6"
1'-0"
3"
1 1/2" 1 1/2"
1 1/2"
1 1/2"
11 1/2"
8"3"
3 1/2"
4"
EW
DDETAIL
6"
Dia=
SW
8 1/2"
3/4"
C
C
C
C C
C
D
Dia= 3/4"
11 1/2"
See Plan
DETAIL
8"
EW
1 1/2"1 1/2"
6"
3"
F
8 1/2"
3 1/2"
1 1/2" 1 1/2"
8"
11 1/2"
3"
1'-0"
8"
1'-3"
EW
SW
Dia= 3/4"
DETAIL E
3 1/2"
E
E
F
Dia= 1/2"
DETAIL G
FIELD DRILL AS REQUIRED(2) 1/2" Ø ANCHOR BOLTS
WIDTHOPENING
BASE DETAIL G(TYP. AT ALL JAMBS)
ANCH
OR B
OLT
PLAN
A.B. SIZE AND PROJECTION
D**
P
BOLT MATERIAL IS TO BE ASTM F1554-36.**
ANCHOR BOLT QUANTITY
1-1/2"1-1/4"
BOLT DIA.
ANCHOR BOLT SHAPE IS TO BE DETERMINED BY THE FOUNDATION ENGINEER.
BOTTOM OF BASE PLATE
AS REQ'DQTY.
3/4"1"
1/2"2-1/2"
3-1/2"3-1/2"
3"
ANCHOR BOLT EMBEDMENT LENGTH "D" IS TO BE DETERMINED BY THE FOUNDATION ENGINEER.
PROJECTION( P)
*
*N/A
GENERAL NOTES:
AB4. PROJECT FOUNDATION DESIGN SHALL BE THE RESPONSIBILITY OF A REGISTERED PROFESSIONAL ENGINEER FAMILIAR WITH LOCAL SITE CONDITIONS, NOT THE METAL BUILDING MANUFACTURER.
AB1. ALL DIMENSIONS ARE OUT TO OUT OF STEEL. IF CONCRETE NOTCH IS REQUIRED, THEN THE REQ'D DIMENSIONS SHOULD BE ADDED TO OBTAIN THE OUT TO OUT OF CONCRETE DIMENSIONS.
AB5. THE METAL BUILDING MANUFACTURER IS NOT RESPONSIBLE FOR ANCHOR BOLTS (INCLUDING WASHERS AND NUTS), EXPANSION BOLTS, EMBEDMENT PLATES, NOR ANY OTHER MATERIALS THAT MAY BE CONSIDERED PART OF THE FOUNDATION.
AB2. THIS DRAWING INDICATES WHERE THE ANCHOR BOLTS ARE TO BE PLACED AS WELL AS THE FOOTPRINT OF THE METAL BUILDING. IT IS ESSENTIAL THAT THESE BOLT PATTERNS BE FOLLOWED. IF THESE SETTINGS DIFFER FROM THE ARCHITECTURAL FOUNDATION PLANS, THE METAL BUILDING MANUFACTURER MUST BE CONTACTED IMMEDIATELY - BEFORE CONCRETE IS PLACED.
AB6. THE ANCHOR BOLT LOCATIONS SHOWN SATISFY PERTINENT REQUIREMENTS OF THE DESIGN OF THE METAL BUILDING. IT IS THE RESPONSIBILITY OF THE FOUNDATION ENGINEER TO MAKE CERTAIN THAT SUFFICIENT CONCRETE EDGE DISTANCE IS PROVIDED FOR ALL ANCHOR BOLTS.
AB3. EACH SPECIFIED ANCHOR BOLT DIAMETER ASSUMES F1554 GRADE 36 UNLESS NOTED OTHERWISE. ANCHOR BOLTS OF EQUAL DIAMETER THAT EXCEED THE F1554-36 STRENGTH REQUIREMENT MAY BE USED AT THE DISCRETION OF THE FOUNDATION ENGINEER.
AB7. DRAWINGS ARE NOT TO SCALE. SEE DETAILS FOR COLUMN ORIENTATION.
56
09/24
/19DU
G
E1OF
: 24
0CO
NSTR
UCTI
ONDU
G09
/24/19
TITL
E:ST
EVEN
S CO
NSTR
UCTI
ON C
O., IN
C.MA
RION
AIR
PORT
TER
MINA
LMA
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, OH
K19G
0541
AJO
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AS
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TO T
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OF
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AND
SU
PPLIE
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IF E
RECT
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S IN
DICA
TED.
NOT
E TH
AT
KIRB
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ENGI
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IS N
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ACTI
NG A
S TH
E EN
GINE
ER O
F RE
CORD
FOR
THI
S CO
NSTR
UCTI
ON P
ROJE
CT.
FINA
LS B
Y:DA
TE:
DATE
:CK
D.BY
:
DWG.
NO:
DATE
BYDE
SCRI
PTIO
NIS
SUE
IF N
O PA
GE IS
CAL
LED
OUT,
SEE
D-P
AGES
AT
END
OF D
RAW
ING
SET.
AG00
81
DE
TAIL
KE
Y
DETA
IL NA
ME
EXAM
PLE
PAGE
CA
LLOU
T
E7
FOR
CONS
TRUC
TION
124 K
IRBY
DR,
POR
TLAN
D, T
N61
5-32
5-41
65
ME
TA
L B
UIL
DIN
G M
AN
UF
AC
TU
RE
RS
AS
SO
CIA
TIO
NM
EM
BE
R
DU
G9/
24/2
019
1CO
NSTR
UCTI
ONJS
H10
.7.19
11/01/2019
EB-2
EB-1
1"12
SP
-1
SP
-1
FB1 FB1
FB1
RFC
-1
RFR-1
RFC
-2
1'-4 1/16"
1'-4 1/16"
15'-1
0"C
LEA
R +
/-
13'-1
0 1/
2"C
LEA
R +
/-
11 1/2" 11 1/2"
24'-1"CLEAR +/-
A C
27'-4" OUT-TO-OUT OF STEEL
RIGID FRAME ELEVATION: FRAME LINE 1
8" 8"
1'-4" 1'-4"
7'-6
"5'
-3"
5'-3
"
18'-0
"
7'-6
"5'
-3"
2'-11 11/16"
15'-8
11/
16"
3'-0"4 @ 5'-0"
4'-5 1/8"
27'-5 1/8"
9 1/
2"
SPLICE PLATE & BOLT TABLEQty
Mark Top Bot Int Type Dia Length Width Thick LengthSP-1 4 4 0 A325 3/4" 3" 6" 3/8" 1'-6 5/16"
FLANGE BRACES
CROS
S SE
CTIO
N: LI
NE 1
10.28
.19JS
H
10.28
.19CD
R
E2OF
: 24
CONS
TRUC
TION
10.14
.19JS
H0P
PERM
ITJS
H9.2
7.19
TITL
E:ST
EVEN
S CO
NSTR
UCTI
ON C
O., IN
C.MA
RION
AIR
PORT
TER
MINA
LMA
RION
, OH
K19G
0541
AJO
B NO
:LO
CATI
ON:
PROJ
ECT:
BUYE
R:
CERT
IFIC
ATIO
N EX
TEND
S ON
LY F
OR T
HE LO
ADS
SPEC
IFIE
D ON
KIR
BY'S
PU
RCHA
SE O
RDER
AS
APPL
IED
TO T
HE S
TRUC
TURA
L CO
MPON
ENTS
OF
THE
BUILD
ING
DESI
GNED
AND
SU
PPLIE
D BY
KIR
BY B
UILD
ING
SYST
EMS,
IF E
RECT
ED A
S IN
DICA
TED.
NOT
E TH
AT
KIRB
Y'S
ENGI
NEER
IS N
OT
ACTI
NG A
S TH
E EN
GINE
ER O
F RE
CORD
FOR
THI
S CO
NSTR
UCTI
ON P
ROJE
CT.
FINA
LS B
Y:DA
TE:
DATE
:CK
D.BY
:
DWG.
NO:
DATE
BYDE
SCRI
PTIO
NIS
SUE
IF N
O PA
GE IS
CAL
LED
OUT,
SEE
D-P
AGES
AT
END
OF D
RAW
ING
SET.
AG00
81
DE
TAIL
KE
Y
DETA
IL NA
ME
EXAM
PLE
PAGE
CA
LLOU
T
E7
FOR
CONS
TRUC
TION
124 K
IRBY
DR,
POR
TLAN
D, T
N61
5-32
5-41
65
ME
TA
L B
UIL
DIN
G M
AN
UF
AC
TU
RE
RS
AS
SO
CIA
TIO
NM
EM
BE
R
11/01/2019
EB-3
1"12
SP
-1
SP
-2
FB2FB2
RFC
-3
RFR-2
RFC
-4
1'-4 1/16"
13'-1
0 3/
4"C
LEA
R +
/-
12'-6
15/
16"
CLE
AR
+/-
11 3/8" 11 3/8"
16'-1 1/4"CLEAR +/-
C E
19'-4" OUT-TO-OUT OF STEEL
RIGID FRAME ELEVATION: FRAME LINE 2
8" 8"
1'-4"
7'-6
"5'
-3"
3'-0 5/16"
15'-9
5/1
6"
7'-6
"3'
-3"
3'-5
"
14'-2
"
1'-2 7/8"3 @ 5'-0"
3'-1 15/16"
19'-4 13/16"
9 1/
2"
SPLICE PLATE & BOLT TABLEQty
Mark Top Bot Int Type Dia Length Width Thick LengthSP-1 2 4 0 A325 3/4" 3" 6" 3/8" 1'-3 3/8"SP-2 4 4 0 A325 3/4" 3" 6" 3/8" 1'-6 1/4"
FLANGE BRACES
CROS
S SE
CTIO
N: LI
NE 2
10.28
.19JS
H
10.28
.19CD
R
E3OF
: 24
CONS
TRUC
TION
10.14
.19JS
H0P
PERM
ITJS
H9.2
7.19
TITL
E:ST
EVEN
S CO
NSTR
UCTI
ON C
O., IN
C.MA
RION
AIR
PORT
TER
MINA
LMA
RION
, OH
K19G
0541
AJO
B NO
:LO
CATI
ON:
PROJ
ECT:
BUYE
R:
CERT
IFIC
ATIO
N EX
TEND
S ON
LY F
OR T
HE LO
ADS
SPEC
IFIE
D ON
KIR
BY'S
PU
RCHA
SE O
RDER
AS
APPL
IED
TO T
HE S
TRUC
TURA
L CO
MPON
ENTS
OF
THE
BUILD
ING
DESI
GNED
AND
SU
PPLIE
D BY
KIR
BY B
UILD
ING
SYST
EMS,
IF E
RECT
ED A
S IN
DICA
TED.
NOT
E TH
AT
KIRB
Y'S
ENGI
NEER
IS N
OT
ACTI
NG A
S TH
E EN
GINE
ER O
F RE
CORD
FOR
THI
S CO
NSTR
UCTI
ON P
ROJE
CT.
FINA
LS B
Y:DA
TE:
DATE
:CK
D.BY
:
DWG.
NO:
DATE
BYDE
SCRI
PTIO
NIS
SUE
IF N
O PA
GE IS
CAL
LED
OUT,
SEE
D-P
AGES
AT
END
OF D
RAW
ING
SET.
AG00
81
DE
TAIL
KE
Y
DETA
IL NA
ME
EXAM
PLE
PAGE
CA
LLOU
T
E7
FOR
CONS
TRUC
TION
124 K
IRBY
DR,
POR
TLAN
D, T
N61
5-32
5-41
65
ME
TA
L B
UIL
DIN
G M
AN
UF
AC
TU
RE
RS
AS
SO
CIA
TIO
NM
EM
BE
R
11/01/2019
1'-3"
15'-3
7/8
"C
LEA
R +
/-
11'-9
7/8
"
8"
EB-5
EB-6
EB-4EB-4
1"12
SP
-1
SP
-2
FB3FB3
FB3
FB3FB4 AT FRAME LINE 3
RFC
-5 A
T FR
AM
E L
INE
3RFR-3 AT FRAME LINE 3
1'-4 1/16"
1'-4 1/16"
1'-3" 3'-9 3/16"3'-9 3/16"
CLE
AR
+/-
3'-3
"
1'-3 9/16" 1'-3 1/2"
42'-0 15/16"CLEAR +/-
A E
46'-0" OUT-TO-OUT OF STEEL
RIGID FRAME ELEVATION: FRAME LINE 3, 4
7'-6
"
8"
1'-4"
5'-0"
1'-4"
5'-0"7'-6
"3'
-3"
2'-0
"5'
-3"
18'-0
"
3'-5
"
14'-2
"
8'-8
"
10'-5
"
3'-0"
8 @ 5'-0"
3'-1 15/16"
46'-1 15/16"
9 1/
2"
SPLICE PLATE & BOLT TABLEQty
Mark Top Bot Int Type Dia Length Width Thick LengthSP-1 4 4 0 A325 3/4" 3" 6" 1/2" 2'-3 5/16"SP-2 4 4 0 A325 3/4" 3" 6" 3/8" 2'-3 5/16"
FLANGE BRACES
8'-8
"
RFC
-7 A
T FR
AM
E L
INE
4
RFC
-8 A
T FR
AM
E L
INE
4R
FC-6
AT
FRA
ME
LIN
E 3
RFR-4 AT FRAME LINE 4
FB5 AT FRAME LINE 4
CROS
S SE
CTIO
N: LI
NES
3, 4
10.28
.19JS
H
10.28
.19CD
R
E4OF
: 24
CONS
TRUC
TION
10.14
.19JS
H0P
PERM
ITJS
H9.2
7.19
TITL
E:ST
EVEN
S CO
NSTR
UCTI
ON C
O., IN
C.MA
RION
AIR
PORT
TER
MINA
LMA
RION
, OH
K19G
0541
AJO
B NO
:LO
CATI
ON:
PROJ
ECT:
BUYE
R:
CERT
IFIC
ATIO
N EX
TEND
S ON
LY F
OR T
HE LO
ADS
SPEC
IFIE
D ON
KIR
BY'S
PU
RCHA
SE O
RDER
AS
APPL
IED
TO T
HE S
TRUC
TURA
L CO
MPON
ENTS
OF
THE
BUILD
ING
DESI
GNED
AND
SU
PPLIE
D BY
KIR
BY B
UILD
ING
SYST
EMS,
IF E
RECT
ED A
S IN
DICA
TED.
NOT
E TH
AT
KIRB
Y'S
ENGI
NEER
IS N
OT
ACTI
NG A
S TH
E EN
GINE
ER O
F RE
CORD
FOR
THI
S CO
NSTR
UCTI
ON P
ROJE
CT.
FINA
LS B
Y:DA
TE:
DATE
:CK
D.BY
:
DWG.
NO:
DATE
BYDE
SCRI
PTIO
NIS
SUE
IF N
O PA
GE IS
CAL
LED
OUT,
SEE
D-P
AGES
AT
END
OF D
RAW
ING
SET.
AG00
81
DE
TAIL
KE
Y
DETA
IL NA
ME
EXAM
PLE
PAGE
CA
LLOU
T
E7
FOR
CONS
TRUC
TION
124 K
IRBY
DR,
POR
TLAN
D, T
N61
5-32
5-41
65
ME
TA
L B
UIL
DIN
G M
AN
UF
AC
TU
RE
RS
AS
SO
CIA
TIO
NM
EM
BE
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11/01/2019
EB-7
EB-6
1"12
SP
-1
SP
-2
FB6 FB6
FB6
FB6 FB6
RFC
-9
RFR-5
RFC
-10
1'-4 1/16"
1'-4 1/16"
14'-1
1 7/
8"C
LEA
R +
/-
11'-5
7/8
"C
LEA
R +
/-
1'-3 3/4" 1'-3 1/2"
42'-0 3/4"CLEAR +/-
A E
46'-0" OUT-TO-OUT OF STEEL
RIGID FRAME ELEVATION: FRAME LINE 5
8" 8"
1'-4" 1'-4"
7'-6
"3'
-3"
2'-0
"5'
-3"
18'-0
"
7'-6
"3'
-3"
3'-5
"
14'-2
"
3'-0"
8 @ 5'-0"
3'-1 15/16"
46'-1 15/16"
9 1/
2"
SPLICE PLATE & BOLT TABLEQty
Mark Top Bot Int Type Dia Length Width Thick LengthSP-1 4 4 0 A325 3/4" 3" 6" 1/2" 2'-7 3/8"SP-2 4 4 0 A325 3/4" 3" 6" 3/8" 2'-7 3/8"
FLANGE BRACES
CROS
S SE
CTIO
N: LI
NE 5
10.28
.19JS
H
10.28
.19CD
R
E5OF
: 24
CONS
TRUC
TION
10.14
.19JS
H0P
PERM
ITJS
H9.2
7.19
TITL
E:ST
EVEN
S CO
NSTR
UCTI
ON C
O., IN
C.MA
RION
AIR
PORT
TER
MINA
LMA
RION
, OH
K19G
0541
AJO
B NO
:LO
CATI
ON:
PROJ
ECT:
BUYE
R:
CERT
IFIC
ATIO
N EX
TEND
S ON
LY F
OR T
HE LO
ADS
SPEC
IFIE
D ON
KIR
BY'S
PU
RCHA
SE O
RDER
AS
APPL
IED
TO T
HE S
TRUC
TURA
L CO
MPON
ENTS
OF
THE
BUILD
ING
DESI
GNED
AND
SU
PPLIE
D BY
KIR
BY B
UILD
ING
SYST
EMS,
IF E
RECT
ED A
S IN
DICA
TED.
NOT
E TH
AT
KIRB
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ENGI
NEER
IS N
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ACTI
NG A
S TH
E EN
GINE
ER O
F RE
CORD
FOR
THI
S CO
NSTR
UCTI
ON P
ROJE
CT.
FINA
LS B
Y:DA
TE:
DATE
:CK
D.BY
:
DWG.
NO:
DATE
BYDE
SCRI
PTIO
NIS
SUE
IF N
O PA
GE IS
CAL
LED
OUT,
SEE
D-P
AGES
AT
END
OF D
RAW
ING
SET.
AG00
81
DE
TAIL
KE
Y
DETA
IL NA
ME
EXAM
PLE
PAGE
CA
LLOU
T
E7
FOR
CONS
TRUC
TION
124 K
IRBY
DR,
POR
TLAN
D, T
N61
5-32
5-41
65
ME
TA
L B
UIL
DIN
G M
AN
UF
AC
TU
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AS
SO
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NM
EM
BE
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11/01/2019
EB-9
EB-8
1"12
SP
-1
SP
-2
FB3FB3 FB3 FB3
FB3
FB7
FB8
RFC
-11
RFR-6
RFC
-12
1'-4 1/16"
1'-4 1/16"
15'-3
7/8
"C
LEA
R +
/-
12'-3
1/4
"C
LEA
R +
/-
1'-2 3/8" 1'-2 3/8"
36'-11 1/4"CLEAR +/-
A D
40'-8" OUT-TO-OUT OF STEEL
RIGID FRAME ELEVATION: FRAME LINE 7
8" 8"
1'-4" 1'-4"
7'-6
"3'
-3"
2'-0
"5'
-3"
18'-0
"
7'-6
"3'
-3"
2'-0
"
1'-10 5/16"
14'-7
5/1
6"
3'-0"
7 @ 5'-0"
2'-9 11/16"
40'-9 11/16"
9 1/
2"
SPLICE PLATE & BOLT TABLEQty
Mark Top Bot Int Type Dia Length Width Thick LengthSP-1 4 4 0 A325 3/4" 3" 6" 3/8" 1'-9 1/4"SP-2 2 2 0 A325 3/4" 3" 6" 5/8" 1'-3 9/16"
FLANGE BRACES
CROS
S SE
CTIO
N: LI
NE 7
10.28
.19JS
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10.28
.19CD
R
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: 24
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TION
10.14
.19JS
H0P
PERM
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H9.2
7.19
TITL
E:ST
EVEN
S CO
NSTR
UCTI
ON C
O., IN
C.MA
RION
AIR
PORT
TER
MINA
LMA
RION
, OH
K19G
0541
AJO
B NO
:LO
CATI
ON:
PROJ
ECT:
BUYE
R:
CERT
IFIC
ATIO
N EX
TEND
S ON
LY F
OR T
HE LO
ADS
SPEC
IFIE
D ON
KIR
BY'S
PU
RCHA
SE O
RDER
AS
APPL
IED
TO T
HE S
TRUC
TURA
L CO
MPON
ENTS
OF
THE
BUILD
ING
DESI
GNED
AND
SU
PPLIE
D BY
KIR
BY B
UILD
ING
SYST
EMS,
IF E
RECT
ED A
S IN
DICA
TED.
NOT
E TH
AT
KIRB
Y'S
ENGI
NEER
IS N
OT
ACTI
NG A
S TH
E EN
GINE
ER O
F RE
CORD
FOR
THI
S CO
NSTR
UCTI
ON P
ROJE
CT.
FINA
LS B
Y:DA
TE:
DATE
:CK
D.BY
:
DWG.
NO:
DATE
BYDE
SCRI
PTIO
NIS
SUE
IF N
O PA
GE IS
CAL
LED
OUT,
SEE
D-P
AGES
AT
END
OF D
RAW
ING
SET.
AG00
81
DE
TAIL
KE
Y
DETA
IL NA
ME
EXAM
PLE
PAGE
CA
LLOU
T
E7
FOR
CONS
TRUC
TION
124 K
IRBY
DR,
POR
TLAN
D, T
N61
5-32
5-41
65
ME
TA
L B
UIL
DIN
G M
AN
UF
AC
TU
RE
RS
AS
SO
CIA
TIO
NM
EM
BE
R
11/01/2019
E4
BR-1BR-1
BR-2BR-2
BR-3BR-5
BR-4 BR-4
P9
P9
P3
P9
P9
A
E
C
27'-4
"18
'-8"
RO
OF
SU
RFA
CE
246
'-0"
A
E
B
D5'-4"
25'-0
"15
'-8"
1'-4
"1'
-4"
High Eave1 7
3 4 5
25'-4" 15'-4" 19'-0" 27'-0"
1'-0" 1'-0"
86'-8" OUT-TO-OUT OF STEEL
ROOF FRAMING PLAN
Low Eave
1'-4" 1'-4"
4"4"
5'-0"
5'-0"
2'-5 1/4"2'-5 1/4"
2'-5 1/4"2'-5 1/4"
1'-3 3/4"1'-3 3/4"
2'-5 1/4"2'-5 1/4"
2'-5 1/4"2'-5 1/4"PURLIN
LAP
CONNECTION PLATESROOF PLAN
ID QUAN MARK/PART1 22 ESE112 2 FGC01
E12E9E7P18P12P11
P4 P8 P14 P16
P4 P8 P14 P16
P4 P8 P14 P16
P4 P8 P14 P16
P4 P8 P14 P16
P6 P8 P14 P16
P7 P8 P14 P16
P7 P8 P14 P16
P7 P8 P13
P5
P17
P15P10
E5
E11
E8E6
BB1855
AF0011
RFR-1 RFR-3 RFR-4 RFR-5 RFR-6
3 4 5
21'-0" 15'-4" 19'-0" 27'-0"
1'-0"
4"4"
1'-0"
2 7
6
1'-0"
EB-4 EB-4
EB-4 EB-4
EB
-3
EB
-5
EB
-5
EB
-7
EB
-9
EB
-2E
B-1
EB
-6
EB
-6
EB
-6
EB
-8
E2
E1 E3P1
P2
E10
E13
E14
E1
NPBX030205NPBX030214
(2) NPBX050211
PURLIN BRACINGLAYOUT - BAY 1
PURLIN BRACINGLAYOUT - BAY 4
NPBX030413NPBX030506
(2) NPBX050211
(2) NPBX050211
(2) NPBX050211
NPBX030205NPBX030214
NPBX030108NPBX030200
(2) NPBX050211
(2) NPBX050211
(2) NPBX050211
EXTENSION/CANOPY BOLTSROOF PLANMARK QUAN TYPE DIA LENGTH EB-4 4 A325 1/2" 2"
(2) ROWS (2) ROWS
11 11 11 11
11
1111111111
11
2 2
ROOF
FRA
MING
10.28
.19JS
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.19CD
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10.14
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H0P
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H9.2
7.19
TITL
E:ST
EVEN
S CO
NSTR
UCTI
ON C
O., IN
C.MA
RION
AIR
PORT
TER
MINA
LMA
RION
, OH
K19G
0541
AJO
B NO
:LO
CATI
ON:
PROJ
ECT:
BUYE
R:
CERT
IFIC
ATIO
N EX
TEND
S ON
LY F
OR T
HE LO
ADS
SPEC
IFIE
D ON
KIR
BY'S
PU
RCHA
SE O
RDER
AS
APPL
IED
TO T
HE S
TRUC
TURA
L CO
MPON
ENTS
OF
THE
BUILD
ING
DESI
GNED
AND
SU
PPLIE
D BY
KIR
BY B
UILD
ING
SYST
EMS,
IF E
RECT
ED A
S IN
DICA
TED.
NOT
E TH
AT
KIRB
Y'S
ENGI
NEER
IS N
OT
ACTI
NG A
S TH
E EN
GINE
ER O
F RE
CORD
FOR
THI
S CO
NSTR
UCTI
ON P
ROJE
CT.
FINA
LS B
Y:DA
TE:
DATE
:CK
D.BY
:
DWG.
NO:
DATE
BYDE
SCRI
PTIO
NIS
SUE
IF N
O PA
GE IS
CAL
LED
OUT,
SEE
D-P
AGES
AT
END
OF D
RAW
ING
SET.
AG00
81
DE
TAIL
KE
Y
DETA
IL NA
ME
EXAM
PLE
PAGE
CA
LLOU
T
E7
FOR
CONS
TRUC
TION
124 K
IRBY
DR,
POR
TLAN
D, T
N61
5-32
5-41
65
ME
TA
L B
UIL
DIN
G M
AN
UF
AC
TU
RE
RS
AS
SO
CIA
TIO
NM
EM
BE
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11/01/2019
ROOF SHEETING PLAN
High Eave
Low Eave
Low Eave
CANOPY ROOF SHEETING PLAN
SOFFIT SHEETING PLAN
High Eave
Low Eave
AT COLUMN LINE A
CANOPY ROOF SHEETING PLANAT COLUMN LINE E
49'-6
1/2
"49
'-6 1
/2"
49'-6
1/2
"49
'-6 1
/2"
49'-6
1/2
"49
'-6 1
/2"
49'-6
1/2
"49
'-6 1
/2"
49'-6
1/2
"49
'-6 1
/2"
49'-6
1/2
"49
'-6 1
/2"
49'-6
1/2
"49
'-6 1
/2"
49'-6
1/2
"
49'-6
1/2
"49
'-6 1
/2"
49'-6
1/2
"49
'-6 1
/2"
49'-6
1/2
"49
'-6 1
/2"
49'-6
1/2
"49
'-6 1
/2"
49'-6
1/2
"49
'-6 1
/2"
49'-6
1/2
"49
'-6 1
/2"
49'-6
1/2
"49
'-6 1
/2"
49'-6
1/2
"49
'-6 1
/2"
44'-2
5/1
6"44
'-2 5
/16"
44'-2
5/1
6"44
'-2 5
/16"
44'-2
5/1
6"44
'-2 5
/16"
44'-2
5/1
6"44
'-2 5
/16"
44'-2
5/1
6"44
'-2 5
/16"
44'-2
5/1
6"44
'-2 5
/16"
44'-2
5/1
6"30'-9
3/4
"
PANELS: 24 Ga. SS360 - REFLECTIVE WHITE (RF)
PANELS: 24 Ga. Kirby Flat Soffit - REGAL WHITE (RW)
9'-5"
10'-6 1/4"
1'-2 1/2"
10'-8 1/4"
10'-0"
9'-5 5/8'
86 PANELS AT 1'-3 1/2"
9'-0 7/8"
10'-0"
10'-0"
14'-5 5/8"
24 PANELS AT 1'-2 1/2"6'-6 5/8"
57 PANELS AT 1'-2 1/2"
Low Eave
Low Eave
CANOPY SOFFIT SHEETING PLANAT COLUMN LINE A
CANOPY SOFFIT SHEETING PLANAT COLUMN LINE E
5'-1 1/2"
5'-1 1/2"Low Eave
4'-11"
0'-6"PANEL START PANEL FINISH
0'-6"
0'-6"PANEL START PANEL FINISH
0'-6"4'-11"
EO8448
EE8450
EE8450
EE8450
EE8746
EH8176X
EI8111(2)RZ15RF(2)RHA410(1)MAR02(1)GFT241SG(1)RC016920(2)RS10SG(2)SPT10SG(2)SET910ASG
(13)GTS03RF(2)GED181SG(3)CLH101SG(3)SPT10SG(3)SET9101SG(13)MEC01(3)EPH10B(2)CC910
(1)RZ15RF(1)RHA410(1)MAR02(1)GFT181SG(1)RC016910(1)RS10SG(1)SPT10SG(1)SET910ASG
(31)GTS03RF(3)GED241SG(pc)GED181SG(6)CLH101SG(pc)CLH101SG(6)SPT10SG(pc)SPT10SG(6)SET9101SG(pc)SET9101SG(30)MEC01(6)EPH10B(4)CC910
(1)MAR01(1)MAR02(5)CS1054RW(2)KTC181RW
(1)MAR01(1)MAR02(2)CS1054RW(1)KTC181RW
(2)RSH20(2)GFT241SG(2)RC016920(4)RS10SG(4)SPT10G(4)SET910ASG(2)MAR02
(2)MAR01(2)MAR02(8)CS1054RW(2)KTC181RW
(2)GTS03RF(pc)EPH10B(pc)GED181SG(pc)CLH101SG(pc)SPT10SG(pc)SET9101SG(2)MEC01(pc)CC910
EO8448
EO8448
(3)RZ15RF(5)RHA410(3)MAR02(3)GFT241SG(3)RC016920(5)RS10SG(5)SPT10SG(5)SET910ASG
(45)SLMC3RF(45)SBP01(6)CC910(5)HKC241SG(9)SPT10SG(9)SFT9101SG
EE8746
EE8450 EE8450
(3)MAR01(3)MAR02(11)CS1054RW(3)KTC181RW
EE8450
(6)KTS01181RW
SB0003
(4)KST01181RW
SB0002(2)KST01181RW
SB0002
(pc)KST01181RW
SB0002
EI8111
EO8448X
EO8448X
(9)GTS03RF(1)GED241SG(2)CLH101SG(2)SPT10SG(2)SET9101SG(10)MEC01(2)EPH10B(1 1/2)CC910(2)MAE01
EE8746
(1/2)RSH20(1/2)GFT241SG(1/2)RC016920(1)RS10SG(1)SPT10SG(1)SET910ASG
TYPICAL AT BOTH ENDS
EE8746
(1/2)RSH20(1/2)GFT241SG(1/2)RC016920(1)RS10SG(1)SPT10SG(1)SET910ASG
TYPICAL AT BOTH ENDS
(1 1/2)KST01181RW
SB0002
(1 1/2)KST01181RW
SB0002
(9)GTS03RF(1)GED241SG(2)CLH101SG(2)SPT10SG(2)SET9101SG(10)MEC01(2)EPH10B(1 1/2)CC910(2)MAE01
PANELS: 24 Ga. SS360 - REFLECTIVE WHITE (RF)
PANELS: 24 Ga. SS360 - REFLECTIVE WHITE (RF)
PANELS: 24 Ga. Kirby Flat Soffit - REGAL WHITE (RW)
PANELS: 24 Ga. Kirby Flat Soffit - REGAL WHITE (RW)
EI8111
(2)MAP01(1)MAR02(8)SBP01(8)SLMC3(2)HPE121RF(2)PFE121RE
EI8111
(2)MAP01(1)MAR02(8)SBP01(8)SLMC3(2)HPE121RF(2)PFE121SG
(pc)PTCF121RW
SB0004
PANEL SPLICETYPICAL AT
HRCCR
GEDCL
GEDCR
WRZ1
GFTCL
GEDCLW
RZ1 GEDCRW
RZ1
GFTCRGEDCL
GEDCRW
RZ1
HRCCL
GFTCL GFTCR
WR
Z1
GE
DC
LW
RZ1
GE
DC
R
(pc)KTC181RW (pc)KTC181RW
(pc)KTC181RW (pc)KTC181RWGFTCL GFTCR
WR
Z1
GE
DC
LW
RZ1
GE
DC
R
10.28
.19JS
H
10.28
.19CD
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E8OF
: 24
CONS
TRUC
TION
10.14
.19JS
H0P
PERM
ITJS
H9.2
7.19
ROOF
SHE
ETIN
GTI
TLE:
STEV
ENS
CONS
TRUC
TION
CO.
, INC.
MARI
ON A
IRPO
RT T
ERMI
NAL
MARI
ON, O
HK1
9G05
41A
JOB
NO:
LOCA
TION
:PR
OJEC
T:BU
YER:
CERT
IFIC
ATIO
N EX
TEND
S ON
LY F
OR T
HE LO
ADS
SPEC
IFIE
D ON
KIR
BY'S
PU
RCHA
SE O
RDER
AS
APPL
IED
TO T
HE S
TRUC
TURA
L CO
MPON
ENTS
OF
THE
BUILD
ING
DESI
GNED
AND
SU
PPLIE
D BY
KIR
BY B
UILD
ING
SYST
EMS,
IF E
RECT
ED A
S IN
DICA
TED.
NOT
E TH
AT
KIRB
Y'S
ENGI
NEER
IS N
OT
ACTI
NG A
S TH
E EN
GINE
ER O
F RE
CORD
FOR
THI
S CO
NSTR
UCTI
ON P
ROJE
CT.
FINA
LS B
Y:DA
TE:
DATE
:CK
D.BY
:
DWG.
NO:
DATE
BYDE
SCRI
PTIO
NIS
SUE
IF N
O PA
GE IS
CAL
LED
OUT,
SEE
D-P
AGES
AT
END
OF D
RAW
ING
SET.
AG00
81
DE
TAIL
KE
Y
DETA
IL NA
ME
EXAM
PLE
PAGE
CA
LLOU
T
E7
FOR
CONS
TRUC
TION
124 K
IRBY
DR,
POR
TLAN
D, T
N61
5-32
5-41
65
ME
TA
L B
UIL
DIN
G M
AN
UF
AC
TU
RE
RS
AS
SO
CIA
TIO
NM
EM
BE
R
11/01/2019
RFC-9 RFC-7 RFC-5RFC-11 RFC-1
J6 J6H4
H4J6 J6
H3
H3
J5 J5
H3
H3
J3 J3
H2
HW868140000
J2 J1
H1
H1WF-
2
WF-
2
WF-4
(4)MAR02
G30 G24
G25
G27
G19 G14
G18
G16
G37G10
G12
G10 G7
CHX10
4'-6 3/4"4'-6 3/4"GIRT
LAPS
7 1
5 4 3
27'-0" 19'-0" 15'-4" 25'-4"1'-0"
1'-4" 1'-4"
1'-0"
86'-8" OUT-TO-OUT OF STEEL
BACK SIDEWALL FRAMING: FRAME LINE A
7'-6
"3'
-3"
2'-0"
5'-3
"
7'-6
"3'
-3"
2'-0"
2'-7"
2'-8"
18'-0
"
3'-4
"
9'-8
"
3'-4
"
9'-8
"
5'-2" 9'-8" 5'-2" 6'-0"
1'-0"
3'-4
"
8'-8
"
9'-10" 6'-0" 3'-2"
8'-0
"11'-1
0" 15'-4
"
14'-0"
8"
3'-4
" 8'-8
"
3'-2" 12'-0" 10'-2"
17'-0 1/2"CLEAR
15'-8
13/
16"
CG0501
CG0561 CG0550
Eave Extension
Canopy
8"
BOLT TABLEFRAME LINE ALOCATION QUAN TYPE DIA LENGTHWF-2 - WF-4 8 A325 3/4" 3"WF-2 - RFC-9/-7 10 A325 1/2" 2"
(W/ WASHERS)
G10
G39
10.28
.19JS
H
10.28
.19CD
R
E9OF
: 24
CONS
TRUC
TION
10.14
.19JS
H0P
PERM
ITJS
H9.2
7.19
BACK
SID
EWAL
L FRA
MING
: LIN
E A
TITL
E:ST
EVEN
S CO
NSTR
UCTI
ON C
O., IN
C.MA
RION
AIR
PORT
TER
MINA
LMA
RION
, OH
K19G
0541
AJO
B NO
:LO
CATI
ON:
PROJ
ECT:
BUYE
R:
CERT
IFIC
ATIO
N EX
TEND
S ON
LY F
OR T
HE LO
ADS
SPEC
IFIE
D ON
KIR
BY'S
PU
RCHA
SE O
RDER
AS
APPL
IED
TO T
HE S
TRUC
TURA
L CO
MPON
ENTS
OF
THE
BUILD
ING
DESI
GNED
AND
SU
PPLIE
D BY
KIR
BY B
UILD
ING
SYST
EMS,
IF E
RECT
ED A
S IN
DICA
TED.
NOT
E TH
AT
KIRB
Y'S
ENGI
NEER
IS N
OT
ACTI
NG A
S TH
E EN
GINE
ER O
F RE
CORD
FOR
THI
S CO
NSTR
UCTI
ON P
ROJE
CT.
FINA
LS B
Y:DA
TE:
DATE
:CK
D.BY
:
DWG.
NO:
DATE
BYDE
SCRI
PTIO
NIS
SUE
IF N
O PA
GE IS
CAL
LED
OUT,
SEE
D-P
AGES
AT
END
OF D
RAW
ING
SET.
AG00
81
DE
TAIL
KE
Y
DETA
IL NA
ME
EXAM
PLE
PAGE
CA
LLOU
T
E7
FOR
CONS
TRUC
TION
124 K
IRBY
DR,
POR
TLAN
D, T
N61
5-32
5-41
65
ME
TA
L B
UIL
DIN
G M
AN
UF
AC
TU
RE
RS
AS
SO
CIA
TIO
NM
EM
BE
R
11/01/2019
18'-0
"
2'-11 1/2"
(8)BSD121SG
(1)O
CB
242S
G
7 15 4 3
Eave Extension
Canopy
BACK SIDEWALL SHEETING & TRIM: FRAME LINE APANELS: 24 Ga. KRP - ROYAL BLUE-FL (RE)
DOWNSPOUT LOCATIONS
JTW
088
JTW
088
HTK124
HTD121 JTW
088
JTW
088
HTK080
HTD096
CC
A09
7JT
W08
8
CC
A09
7JT
W08
8
CCA097HTK080
CCA097HTD096
CC
A09
7JT
W09
8
CC
A09
7JT
W09
8
CCA169HTK172
CC
A09
7JT
W08
8
CC
A09
7JT
W08
8
CCA145HTK148
CCA145HTD194
CC
A09
7JT
W08
8
CC
A09
7JT
W08
8CCA169HTK172
CCE169HTD194
14'-0" x 3'-6" TRIM LAYOUT 9'-8" x 6'-4" TRIM LAYOUT 6'-0" x 6'-4" TRIM LAYOUT
6'-0" x 5'-4" TRIM LAYOUT 14'-0" x 8'-0" TRIM LAYOUT 12'-0" x 5'-4" TRIM LAYOUT
ONE (1) REQUIRED THIS ELEVATION ONE (1) REQUIRED THIS ELEVATION ONE (1) REQUIRED THIS ELEVATION
ONE (1) REQUIRED THIS ELEVATION ONE (1) REQUIRED THIS ELEVATION ONE (1) REQUIRED THIS ELEVATION
DSE01
DOWNSPOUT @ CANOPY
DS
B14
DRC02SG
DBA01 & DPA01
DBA01 & DPA01
DOWNSPOUT
DSB14 1
DSE01
DBA01
DPA01
1
2
2
PART MARKQTY. PER
DS LOCATIONQTY. PERELEVATION
1
1
2
2
6'-6
1/2
"
6'-6
1/2
"
6'-6
1/2
"
6'-6
1/2
"
18'-0
"
18'-0
"
18'-0
"
18'-0
"
18'-0
"
18'-0
"
18'-0
"
18'-0
"
18'-0
"
18'-0
"
18'-0
"
18'-0
"
18'-0
"
18'-0
"
18'-0
"
18'-0
"
18'-0
"
18'-0
"
18'-0
"
18'-0
"
18'-0
"
18'-0
"
18'-0
"
18'-0
"
(1)O
CB
242S
G
COLOR: SLATE GRAY COLOR: SLATE GRAY COLOR: SLATE GRAY
COLOR: SLATE GRAY COLOR: SLATE GRAY COLOR: SLATE GRAY
(2)H
TD12
1SG
10.28
.19JS
H
10.28
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R
E10
OF: 2
4
CONS
TRUC
TION
10.14
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FINA
LS B
Y:DA
TE:
DATE
:CK
D.BY
:
DWG.
NO:
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BYDE
SCRI
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NIS
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IF N
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AG00
81
DE
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DETA
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ME
EXAM
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PAGE
CA
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FOR
CONS
TRUC
TION
124 K
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DR,
POR
TLAN
D, T
N61
5-32
5-41
65
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TA
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DIN
G M
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11/01/2019
MAR02
G1
G3
G2
G3
GCC55
A C27'-4" OUT-TO-OUT OF STEEL
LEFT ENDWALL FRAMING: FRAME LINE 1
1"12
4'-0
"3'
-6"
2'-6
"2'
-9"
5'-3
"
4'-0
"3'
-6"
2'-6
"2'
-9"
2'-1
1 11
/16"
18'-0
"
15'-8
11/
16"
1'-4" 1'-4"
MAG01
GCC55
MAG01
GCC55
MAG01
GCC55
MAG01
GCC22
GCC22
GCC22
GCC22
10.28
.19JS
H
10.28
.19CD
R
E11
OF: 2
4
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TRUC
TION
10.14
.19JS
H0P
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F RE
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FINA
LS B
Y:DA
TE:
DATE
:CK
D.BY
:
DWG.
NO:
DATE
BYDE
SCRI
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NIS
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IF N
O PA
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AG00
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DE
TAIL
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DETA
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ME
EXAM
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CA
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FOR
CONS
TRUC
TION
124 K
IRBY
DR,
POR
TLAN
D, T
N61
5-32
5-41
65
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TA
L B
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DIN
G M
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AS
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EM
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11/01/2019
18'-0
"
17'-9
"
17'-6
"
17'-3
"
17'-0
"
16'-9
"
16'-6
"
16'-3
"
16'-0
"
0'-2"Panel Start
0'-2"Panel Finish(3)BSD121SG
(1)O
CB
242S
G
1"12
LEFT ENDWALL SHEETING & TRIM: FRAME LINE 1PANELS: 24 Ga. KRP - ROYAL BLUE (RE)
A C27'-4"
GC0310GC0313
10.28
.19JS
H
10.28
.19CD
R
E12
OF: 2
4
CONS
TRUC
TION
10.14
.19JS
H0P
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NSTR
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ON P
ROJE
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FINA
LS B
Y:DA
TE:
DATE
:CK
D.BY
:
DWG.
NO:
DATE
BYDE
SCRI
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IF N
O PA
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D-P
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END
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AG00
81
DE
TAIL
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DETA
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ME
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CA
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FOR
CONS
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TION
124 K
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DR,
POR
TLAN
D, T
N61
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65
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TA
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DIN
G M
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NM
EM
BE
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11/01/2019
RFC-2
(1/2)MAR02
G4
G4
12
4'-4"
1'-0"
1'-4"
FRONT SIDEWALL FRAMING: FRAME LINE C
7'-6
"5'
-3"
2'-1
1 11
/16"
15'-8
11/
16"
Eave Extension
1'-0"
BLD
G #
1
10.28
.19JS
H
10.28
.19CD
R
E13
OF: 2
4
CONS
TRUC
TION
10.14
.19JS
H0P
PERM
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H9.2
7.19
FRON
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DATE
:CK
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NO:
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O PA
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AG00
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DE
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DETA
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CA
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CONS
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124 K
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POR
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D, T
N61
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65
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TA
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NM
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BE
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11/01/2019
(pc)BSD121SG
Eave Extension
FRONT SIDEWALL SHEETING & TRIM: FRAME LINE CPANELS: 24 Ga. KRP - ROYAL BLUE (RE)
DOWNSPOUT @ SHEETED WALL
DSE01
DS
B14
DBA01 & DPA01
DBA01 & DPA01
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DSB14 1
DSE01
DBA01
DPA01
1
4
4
PART MARKQTY. PER
DS LOCATIONQTY. PERELEVATION
1
1
4
4
DBA01 & DPA01
12
4'-4"
1'-0"
1'-4"
1'-0"
15'-9
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0'-2"Panel Start
BLD
G #
1
DOWNSPOUT LOCATIONS
Panel Finish0'-2"
DRC01SG
DBA01 & DPA01
10.28
.19JS
H
10.28
.19CD
R
E14
OF: 2
4
CONS
TRUC
TION
10.14
.19JS
H0P
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AG00
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DE
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DETA
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CA
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124 K
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POR
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11/01/2019
(1)MAR02
G5
G6
GCC55
C E18'-8" OUT-TO-OUT OF STEEL
LEFT ENDWALL FRAMING: FRAME LINE 2
1"12
7'-6
"5'
-3"
1'-5
"
15'-9
5/1
6"
14'-2
"
1'-4"
BLD
G #
3
GCC55
GCC22
GCC55
MAG01
10.28
.19JS
H
10.28
.19CD
R
E15
OF: 2
4
CONS
TRUC
TION
10.14
.19JS
H0P
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ITJS
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L FRA
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DATE
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NO:
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AG00
81
DE
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DETA
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ME
EXAM
PLE
PAGE
CA
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E7
FOR
CONS
TRUC
TION
124 K
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POR
TLAN
D, T
N61
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TA
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G M
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NM
EM
BE
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11/01/2019
15'-8
"
15'-5
"
15'-2
"
14'-1
1"
14'-8
"
14'-5
"
(2)BSD121SG
1"12
C E
LEFT ENDWALL SHEETING & TRIM: FRAME LINE 2PANELS: 24 Ga. KRP - SLATE GRAY-FL (SG)
BLD
G #
3
(1)O
CB
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(1)H
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FIELD TRIM AND LAP 15'-11 PANEL AS REQUIRED
GC0343GC0310
10.28
.19JS
H
10.28
.19CD
R
E16
OF: 2
4
CONS
TRUC
TION
10.14
.19JS
H0P
PERM
ITJS
H9.2
7.19
LEFT
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L SHE
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DATE
:CK
D.BY
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NO:
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SCRI
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RAW
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AG00
81
DE
TAIL
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DETA
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ME
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CA
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FOR
CONS
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TION
124 K
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DR,
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TLAN
D, T
N61
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65
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11/01/2019
EC-1
(1/2)MAR02
G21
G22
MAG01
MAG01
5'-4"E
D
RIGHT ENDWALL FRAMING: FRAME LINE 6
1"12
7'-6
"3'
-3"
3'-5
"
14'-2
"
1'-4"
0'-4"
OUT-TO-OUT OF STEEL BLDG #1
BLD
G #
3M
XH
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SR
44
GCC22
GCC22
KAC01
MAG01
10.28
.19JS
H
10.28
.19CD
R
E17
OF: 2
4
CONS
TRUC
TION
10.14
.19JS
H0P
PERM
ITJS
H9.2
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ON P
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FINA
LS B
Y:DA
TE:
DATE
:CK
D.BY
:
DWG.
NO:
DATE
BYDE
SCRI
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NIS
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AGES
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END
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RAW
ING
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AG00
81
DE
TAIL
KE
Y
DETA
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ME
EXAM
PLE
PAGE
CA
LLOU
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E7
FOR
CONS
TRUC
TION
124 K
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DR,
POR
TLAN
D, T
N61
5-32
5-41
65
ME
TA
L B
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DIN
G M
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11/01/2019
14'-3
1/2
"
14'-7
1/2
"0'-2"
Panel Start
(1)BSD121SG
1"12
RIGHT ENDWALL SHEETING & TRIM: FRAME LINE 6PANELS: 24 Ga. KRP - SLATE GRAY-FL (SG)
5'-4"E
D
1'-4"
0'-4"
OUT-TO-OUT OF STEEL BLDG #1
Panel Finish0'-2"
BLD
G #
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(1)IC
B24
2RE
(1)O
CB
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G
GC0310GC0340
1'-0"LAP
10.28
.19JS
H
10.28
.19CD
R
E18
OF: 2
4
CONS
TRUC
TION
10.14
.19JS
H0P
PERM
ITJS
H9.2
7.19
RIGH
T EN
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L SHE
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S CO
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PORT
TER
MINA
LMA
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, OH
K19G
0541
AJO
B NO
:LO
CATI
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PROJ
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BUYE
R:
CERT
IFIC
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N EX
TEND
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SPEC
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KIR
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PU
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AS
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TO T
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TRUC
TURA
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OF
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AND
SU
PPLIE
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KIR
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EMS,
IF E
RECT
ED A
S IN
DICA
TED.
NOT
E TH
AT
KIRB
Y'S
ENGI
NEER
IS N
OT
ACTI
NG A
S TH
E EN
GINE
ER O
F RE
CORD
FOR
THI
S CO
NSTR
UCTI
ON P
ROJE
CT.
FINA
LS B
Y:DA
TE:
DATE
:CK
D.BY
:
DWG.
NO:
DATE
BYDE
SCRI
PTIO
NIS
SUE
IF N
O PA
GE IS
CAL
LED
OUT,
SEE
D-P
AGES
AT
END
OF D
RAW
ING
SET.
AG00
81
DE
TAIL
KE
Y
DETA
IL NA
ME
EXAM
PLE
PAGE
CA
LLOU
T
E7
FOR
CONS
TRUC
TION
124 K
IRBY
DR,
POR
TLAN
D, T
N61
5-32
5-41
65
ME
TA
L B
UIL
DIN
G M
AN
UF
AC
TU
RE
RS
AS
SO
CIA
TIO
NM
EM
BE
R
11/01/2019
RFC-6 RFC-8RFC-4 RFC-10
J4 J4
H2
J5 J5
H3
H3
(3)MAR02
G8
G9 G13
G15 G20
G17
1'-3 3/4"1'-3 3/4"
1'-3 3/4"1'-3 3/4"GIRT
LAPS
2 6
3 4
22'-0" 15'-4" 20'-0"1'-0"
1'-4" 1'-4"
1'-0"
57'-4" OUT-TO-OUT OF STEEL
FRONT SIDEWALL FRAMING: FRAME LINE E
7'-6
"3'
-3"
3'-5
"
14'-2
"
10'-5
"
8'-0
"
8" 14'-0" 8"
3'-4
"
8'-8
"
8'-8" 6'-0" 5'-4"
CG0501
CC3010
CG0561CG0550
Eave Extension
Canopy
WF-3
WF-
1
WF-
1
11'-1
1"
G38
11'-5
1/2
"
KAC01 KAC01
10.28
.19JS
H
10.28
.19CD
R
E19
OF: 2
4
CONS
TRUC
TION
10.14
.19JS
H0P
PERM
ITJS
H9.2
7.19
FRON
T SI
DEW
ALL F
RAMI
NG: L
INE
ETI
TLE:
STEV
ENS
CONS
TRUC
TION
CO.
, INC.
MARI
ON A
IRPO
RT T
ERMI
NAL
MARI
ON, O
HK1
9G05
41A
JOB
NO:
LOCA
TION
:PR
OJEC
T:BU
YER:
CERT
IFIC
ATIO
N EX
TEND
S ON
LY F
OR T
HE LO
ADS
SPEC
IFIE
D ON
KIR
BY'S
PU
RCHA
SE O
RDER
AS
APPL
IED
TO T
HE S
TRUC
TURA
L CO
MPON
ENTS
OF
THE
BUILD
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DESI
GNED
AND
SU
PPLIE
D BY
KIR
BY B
UILD
ING
SYST
EMS,
IF E
RECT
ED A
S IN
DICA
TED.
NOT
E TH
AT
KIRB
Y'S
ENGI
NEER
IS N
OT
ACTI
NG A
S TH
E EN
GINE
ER O
F RE
CORD
FOR
THI
S CO
NSTR
UCTI
ON P
ROJE
CT.
FINA
LS B
Y:DA
TE:
DATE
:CK
D.BY
:
DWG.
NO:
DATE
BYDE
SCRI
PTIO
NIS
SUE
IF N
O PA
GE IS
CAL
LED
OUT,
SEE
D-P
AGES
AT
END
OF D
RAW
ING
SET.
AG00
81
DE
TAIL
KE
Y
DETA
IL NA
ME
EXAM
PLE
PAGE
CA
LLOU
T
E7
FOR
CONS
TRUC
TION
124 K
IRBY
DR,
POR
TLAN
D, T
N61
5-32
5-41
65
ME
TA
L B
UIL
DIN
G M
AN
UF
AC
TU
RE
RS
AS
SO
CIA
TIO
NM
EM
BE
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11/01/2019
DOWNSPOUT @ SHEETED WALL
DSE01
DS
B14
DBA01 & DPA01
DBA01 & DPA01
DOWNSPOUT
DSB14 1
DSE01
DBA01
DPA01
1
3
3
PART MARKQTY. PER
DS LOCATIONQTY. PERELEVATION
5
5
15
15
DOWNSPOUT LOCATIONS
14'-2
" 2'-1
1 1/
2"2'
-8 1
/2"
2"Panel Start
(6)BSD121SG
CC
A09
7JT
W09
8
CC
A09
7JT
W09
8
CCA169HTK172
CC
A09
7JT
W08
8
CC
A09
7JT
W08
8
CCA097HTK080
CCA097HTD096
Eave Extension
Canopy
FRONT SIDEWALL SHEETING & TRIM: FRAME LINE EPANELS: 24 Ga. KRP - SLATE GRAY-FL (SG)
2 6
3 4
22'-0" 15'-4" 20'-0"1'-0"
1'-4" 1'-4"
1'-0"
57'-4" OUT-TO-OUT OF STEEL
Panel Start2"
14'-2
"
14'-2
"
14'-2
"
14'-2
"
14'-2
"
14'-2
"
14'-2
"
14'-2
"
14'-2
"
14'-2
"
14'-2
"
14'-2
"
14'-2
"
14'-2
"
2'-8
1/2
"
2'-8
1/2
"
2'-8
1/2
"
2'-1
1 1/
2"
2'-1
1 1/
2"
2'-1
1 1/
2"
DRC01SG
DOWNSPOUT @ CANOPY
DSE01
DS
B14
DBA01 & DPA01
DBA01 & DPA01
DOWNSPOUT
DSB14 1
DSE01
DBA01
DPA01
1
2
2
PART MARKQTY. PER
DS LOCATIONQTY. PERELEVATION
1
1
2
2
DRC02SG
DBA01 & DPA01
10.28
.19JS
H
10.28
.19CD
R
E20
OF: 2
4
CONS
TRUC
TION
10.14
.19JS
H0P
PERM
ITJS
H9.2
7.19
FRON
T SI
DEW
ALL S
HEET
ING:
LINE
ETI
TLE:
STEV
ENS
CONS
TRUC
TION
CO.
, INC.
MARI
ON A
IRPO
RT T
ERMI
NAL
MARI
ON, O
HK1
9G05
41A
JOB
NO:
LOCA
TION
:PR
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T:BU
YER:
CERT
IFIC
ATIO
N EX
TEND
S ON
LY F
OR T
HE LO
ADS
SPEC
IFIE
D ON
KIR
BY'S
PU
RCHA
SE O
RDER
AS
APPL
IED
TO T
HE S
TRUC
TURA
L CO
MPON
ENTS
OF
THE
BUILD
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DESI
GNED
AND
SU
PPLIE
D BY
KIR
BY B
UILD
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SYST
EMS,
IF E
RECT
ED A
S IN
DICA
TED.
NOT
E TH
AT
KIRB
Y'S
ENGI
NEER
IS N
OT
ACTI
NG A
S TH
E EN
GINE
ER O
F RE
CORD
FOR
THI
S CO
NSTR
UCTI
ON P
ROJE
CT.
FINA
LS B
Y:DA
TE:
DATE
:CK
D.BY
:
DWG.
NO:
DATE
BYDE
SCRI
PTIO
NIS
SUE
IF N
O PA
GE IS
CAL
LED
OUT,
SEE
D-P
AGES
AT
END
OF D
RAW
ING
SET.
AG00
81
DE
TAIL
KE
Y
DETA
IL NA
ME
EXAM
PLE
PAGE
CA
LLOU
T
E7
FOR
CONS
TRUC
TION
124 K
IRBY
DR,
POR
TLAN
D, T
N61
5-32
5-41
65
ME
TA
L B
UIL
DIN
G M
AN
UF
AC
TU
RE
RS
AS
SO
CIA
TIO
NM
EM
BE
R
11/01/2019
RFC-12
J7 J7
H3
H3
J7 J7
H3
H3
(3)MAR02
G23 G26 G29
CHX11
G28
5 7
1'-4"
1'-0"
26'-0" OUT-TO-OUT OF STEEL
FRONT SIDEWALL FRAMING: FRAME LINE D
7'-6
"3'
-3"
2'-0
"
1'-10 5/16"
14'-7
5/1
6"
3'-4
"
9'-8
"
3'-4
"
9'-8
"
3'-0" 6'-0" 6'-0" 6'-0" 6'-0"
CG0501
CG0561
CG0550
Eave Extension
6
1'-0"
BLD
G #
1
10.28
.19JS
H
10.28
.19CD
R
E21
OF: 2
4
CONS
TRUC
TION
10.14
.19JS
H0P
PERM
ITJS
H9.2
7.19
FRON
T SI
DEW
ALL F
RAMI
NG: L
INE
DTI
TLE:
STEV
ENS
CONS
TRUC
TION
CO.
, INC.
MARI
ON A
IRPO
RT T
ERMI
NAL
MARI
ON, O
HK1
9G05
41A
JOB
NO:
LOCA
TION
:PR
OJEC
T:BU
YER:
CERT
IFIC
ATIO
N EX
TEND
S ON
LY F
OR T
HE LO
ADS
SPEC
IFIE
D ON
KIR
BY'S
PU
RCHA
SE O
RDER
AS
APPL
IED
TO T
HE S
TRUC
TURA
L CO
MPON
ENTS
OF
THE
BUILD
ING
DESI
GNED
AND
SU
PPLIE
D BY
KIR
BY B
UILD
ING
SYST
EMS,
IF E
RECT
ED A
S IN
DICA
TED.
NOT
E TH
AT
KIRB
Y'S
ENGI
NEER
IS N
OT
ACTI
NG A
S TH
E EN
GINE
ER O
F RE
CORD
FOR
THI
S CO
NSTR
UCTI
ON P
ROJE
CT.
FINA
LS B
Y:DA
TE:
DATE
:CK
D.BY
:
DWG.
NO:
DATE
BYDE
SCRI
PTIO
NIS
SUE
IF N
O PA
GE IS
CAL
LED
OUT,
SEE
D-P
AGES
AT
END
OF D
RAW
ING
SET.
AG00
81
DE
TAIL
KE
Y
DETA
IL NA
ME
EXAM
PLE
PAGE
CA
LLOU
T
E7
FOR
CONS
TRUC
TION
124 K
IRBY
DR,
POR
TLAN
D, T
N61
5-32
5-41
65
ME
TA
L B
UIL
DIN
G M
AN
UF
AC
TU
RE
RS
AS
SO
CIA
TIO
NM
EM
BE
R
11/01/2019
14'-7
1/2
"
14'-7
1/2
"
14'-7
1/2
"
(3)BSD121SG
JTW
088
JTW
088
HTK080
HTD096
JTW
088
JTW
088
HTK080
Eave Extension
FRONT SIDEWALL SHEETING & TRIM: FRAME LINE DPANELS: 24 Ga. KRP - ROYAL BLUE-FL (RE)
DOWNSPOUT LOCATIONS
5 7
1'-4"26'-0" OUT-TO-OUT OF STEEL
6
1'-0"B
LDG
#1
FIELD TRIM
14'-7
1/2
"
14'-7
1/2
"
DOWNSPOUT @ SHEETED WALL
DSE01
DS
B14
DBA01 & DPA01
DBA01 & DPA01
DOWNSPOUT
DSB14 1
DSE01
DBA01
DPA01
1
3
3
PART MARKQTY. PER
DS LOCATIONQTY. PERELEVATION
2
2
6
6
(1)O
CB
242S
G
14'-7
1/2
"
14'-7
1/2
"
14'-7
1/2
"
14'-7
1/2
"
HTD096
DRC01SGDBA01 & DPA01
10.28
.19JS
H
10.28
.19CD
R
E22
OF: 2
4
CONS
TRUC
TION
10.14
.19JS
H0P
PERM
ITJS
H9.2
7.19
FRON
T SI
DEW
ALL S
HEET
ING:
LINE
DTI
TLE:
STEV
ENS
CONS
TRUC
TION
CO.
, INC.
MARI
ON A
IRPO
RT T
ERMI
NAL
MARI
ON, O
HK1
9G05
41A
JOB
NO:
LOCA
TION
:PR
OJEC
T:BU
YER:
CERT
IFIC
ATIO
N EX
TEND
S ON
LY F
OR T
HE LO
ADS
SPEC
IFIE
D ON
KIR
BY'S
PU
RCHA
SE O
RDER
AS
APPL
IED
TO T
HE S
TRUC
TURA
L CO
MPON
ENTS
OF
THE
BUILD
ING
DESI
GNED
AND
SU
PPLIE
D BY
KIR
BY B
UILD
ING
SYST
EMS,
IF E
RECT
ED A
S IN
DICA
TED.
NOT
E TH
AT
KIRB
Y'S
ENGI
NEER
IS N
OT
ACTI
NG A
S TH
E EN
GINE
ER O
F RE
CORD
FOR
THI
S CO
NSTR
UCTI
ON P
ROJE
CT.
FINA
LS B
Y:DA
TE:
DATE
:CK
D.BY
:
DWG.
NO:
DATE
BYDE
SCRI
PTIO
NIS
SUE
IF N
O PA
GE IS
CAL
LED
OUT,
SEE
D-P
AGES
AT
END
OF D
RAW
ING
SET.
AG00
81
DE
TAIL
KE
Y
DETA
IL NA
ME
EXAM
PLE
PAGE
CA
LLOU
T
E7
FOR
CONS
TRUC
TION
124 K
IRBY
DR,
POR
TLAN
D, T
N61
5-32
5-41
65
ME
TA
L B
UIL
DIN
G M
AN
UF
AC
TU
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RS
AS
SO
CIA
TIO
NM
EM
BE
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11/01/2019
EC-2
J8 J8
H4
H4 J9 J9
H5
J8 J8
H4
H4
(2)MAR02
G31 G34
G35
G36
G31
G32
G33
1'-3 3/4"1'-3 3/4"GIRT
LAPS
25'-0" 15'-8"
D A
B
40'-8" OUT-TO-OUT OF STEEL
RIGHT ENDWALL FRAMING: FRAME LINE 7
1"12
7'-6
"3'
-3"
2'-0
"
1'-10 5/16"
7'-6
"3'
-3"
2'-0
"5'
-3"
14'-7
5/1
6" 18'-0
"
3'-4
"
9'-8
"
9'-0
"
4'-6"Field
3'-10" 9'-8" 11'-6"
3'-4
"
9'-8
"
2'-2" 9'-8" 3'-10"
1'-4" 1'-4"
AD0210
MAG01KAC01
MAG01GCC22
MAG01GCC22
MAG01GCC22
MAG01GCC22
MAG01GCC22
(2)MAG01
(2)MAG01
CS
R44
MH
X11
KA
C01
10.28
.19JS
H
10.28
.19CD
R
E23
OF: 2
4
CONS
TRUC
TION
10.14
.19JS
H0P
PERM
ITJS
H9.2
7.19
RIGH
T EN
DWAL
L FRA
MING
: LIN
E 7
TITL
E:ST
EVEN
S CO
NSTR
UCTI
ON C
O., IN
C.MA
RION
AIR
PORT
TER
MINA
LMA
RION
, OH
K19G
0541
AJO
B NO
:LO
CATI
ON:
PROJ
ECT:
BUYE
R:
CERT
IFIC
ATIO
N EX
TEND
S ON
LY F
OR T
HE LO
ADS
SPEC
IFIE
D ON
KIR
BY'S
PU
RCHA
SE O
RDER
AS
APPL
IED
TO T
HE S
TRUC
TURA
L CO
MPON
ENTS
OF
THE
BUILD
ING
DESI
GNED
AND
SU
PPLIE
D BY
KIR
BY B
UILD
ING
SYST
EMS,
IF E
RECT
ED A
S IN
DICA
TED.
NOT
E TH
AT
KIRB
Y'S
ENGI
NEER
IS N
OT
ACTI
NG A
S TH
E EN
GINE
ER O
F RE
CORD
FOR
THI
S CO
NSTR
UCTI
ON P
ROJE
CT.
FINA
LS B
Y:DA
TE:
DATE
:CK
D.BY
:
DWG.
NO:
DATE
BYDE
SCRI
PTIO
NIS
SUE
IF N
O PA
GE IS
CAL
LED
OUT,
SEE
D-P
AGES
AT
END
OF D
RAW
ING
SET.
AG00
81
DE
TAIL
KE
Y
DETA
IL NA
ME
EXAM
PLE
PAGE
CA
LLOU
T
E7
FOR
CONS
TRUC
TION
124 K
IRBY
DR,
POR
TLAN
D, T
N61
5-32
5-41
65
ME
TA
L B
UIL
DIN
G M
AN
UF
AC
TU
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AS
SO
CIA
TIO
NM
EM
BE
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11/01/2019
14'-9
"
14'-1
0 1/
2"
15'-7
1/2
"
15'-1
0 1/
2"
16'-1
1/2
"
16'-4
1/2
"
16'-7
1/2
"
16'-1
0 1/
2"
17'-7
1/2
"
17'-1
0 1/
2"
(5)BSD121SG
JTW
088
JTW
088
HTK124
HTD121
JTW
122
JTW
122
HTK080
JTW
088
JTW
088
HTK124
HTD121
1"12
D AB
RIGHT ENDWALL SHEETING & TRIM: FRAME LINE 7PANELS: 24 Ga. KRP - ROYAL BLUE-FL (RE)
GC0313
GC0313
(2)H
TD12
1SG
(1)H
TD19
4SG
17'-1
1/2
"
17'-4
1/2
"
15'-4
1/2
"
15'-1
1/2
"
Panel Cut2"
SLLS
2"Panel Cut
10.28
.19JS
H
10.28
.19CD
R
E24
OF: 2
4
CONS
TRUC
TION
10.14
.19JS
H0P
PERM
ITJS
H9.2
7.19
RIGH
T EN
DWAL
L SHE
ETIN
G: LI
NE 7
TITL
E:ST
EVEN
S CO
NSTR
UCTI
ON C
O., IN
C.MA
RION
AIR
PORT
TER
MINA
LMA
RION
, OH
K19G
0541
AJO
B NO
:LO
CATI
ON:
PROJ
ECT:
BUYE
R:
CERT
IFIC
ATIO
N EX
TEND
S ON
LY F
OR T
HE LO
ADS
SPEC
IFIE
D ON
KIR
BY'S
PU
RCHA
SE O
RDER
AS
APPL
IED
TO T
HE S
TRUC
TURA
L CO
MPON
ENTS
OF
THE
BUILD
ING
DESI
GNED
AND
SU
PPLIE
D BY
KIR
BY B
UILD
ING
SYST
EMS,
IF E
RECT
ED A
S IN
DICA
TED.
NOT
E TH
AT
KIRB
Y'S
ENGI
NEER
IS N
OT
ACTI
NG A
S TH
E EN
GINE
ER O
F RE
CORD
FOR
THI
S CO
NSTR
UCTI
ON P
ROJE
CT.
FINA
LS B
Y:DA
TE:
DATE
:CK
D.BY
:
DWG.
NO:
DATE
BYDE
SCRI
PTIO
NIS
SUE
IF N
O PA
GE IS
CAL
LED
OUT,
SEE
D-P
AGES
AT
END
OF D
RAW
ING
SET.
AG00
81
DE
TAIL
KE
Y
DETA
IL NA
ME
EXAM
PLE
PAGE
CA
LLOU
T
E7
FOR
CONS
TRUC
TION
124 K
IRBY
DR,
POR
TLAN
D, T
N61
5-32
5-41
65
ME
TA
L B
UIL
DIN
G M
AN
UF
AC
TU
RE
RS
AS
SO
CIA
TIO
NM
EM
BE
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11/01/2019
BRACE ROD
AF0011
WEB OF FRAME
BRACE ROD TO FRAME ATTACHMENT
58"
34"
114"
1"
BRACE RODDIAMETER
138"
112"
BR10____
BR12____
BR20____
BR16____
BRACE RODPIECE MARK
BR22____
BR24____
H0920, H0201, H0410
BRACER, FLATWASHER, & NUT
H0960, H0204, H0440
H0960, H0206, H0460
H0970, H0207, H0470
H0930, H0202, H0420
H0970, H0208, H0480
BRACER, FLAT WASHER, AND NUT COLUMN OR
RAFTER
GIRT OR PURLIN
AG3011
CL
REFER TO CROSS SECTIONFOR FLANGE BRACE QUANTITY.DETAIL IS SYMMETRICAL ABOUT
WHEN FLANGE BRACES AREREQUIRED ON BOTH SIDES.
CL
A325
n
A325
n
STANDARD FLANGE BRACE ATTACHMENT
3'-6"
FLANGE BRACE
12" x 2"
A325 BOLTw/ WASHEROVER SLOT
12" x 2" A325
BOLT w/ WASHER OVER SLOT
A
SECTION A
STUB
LOOSE BRACKET(CSR_)
LOOSE BRACKET(CSR_)
RIGID FRAME ENDWALL RAFTER
NOTE: FOR CLARITY, THE RAFTER FLANGE IS NOT SHOWN.
RAFTER WEB
AD0301I-SHAPED WIND COLUMN (BYPASS)TO RIGID FRAME ENDWALL RAFTER
USING 8" HOT-ROLL STUB w/ 1/2" BOLTS
STUB
0" w/ 8" GIRTS2" w/ 9.5" GIRTS4" w/ 12" GIRTS
PWA25 w/ (2) 1/2" x 2" A325 BOLTS
FINGER TIGHTEN ANDDEFORM THREADS TOALLOW FOR VERTICALMOVEMENT.
*
(4) 1/2" x 2" A325 BOLTS
ENDWALL STEEL LINE
COLUMN
*
NOTE: RAFTER SPLICE (IF PRESENT) IS NOT SHOWN.
SEE PLAN
PLATE WASHER(PWA_)
(4) 1/2" x 2" A325 BOLTS w/ WASHERSOVER SLOTS
RAFTER/CAP PLATE
EAVE STRUT
(4) 12" x 1 14"A325 BOLTS
(TYP.)
SL
BA00804 BOLT EAVE STRUT CONNECTION AT BUILT-UP
ENDWALL RAFTERS w/ BY-FRAME SIDEWALL COLUMNS
BB3010PURLIN CONNECTION TO
ENDWALL RAFTER
PURLIN
(4) 12" x 1 14"A325 BOLTS
CLIP
STIFFENER(IF REQUIRED)
ENDWALL RAFTER
BB3045STANDARD PURLIN CONNECTION
TO INTERIOR RAFTERS
BOLTS ARE NOT REQ'D IN CENTER HOLES
ON 12" PURLINS
PURLIN
(4) 12" x 1 14"A325 BOLTS
RAFTER
(2) 12" x 1 14"A325 BOLTS
(TYP.)
CLIP
STIFFENER(IF REQUIRED)
CA3010
A325n
A325
n
(2)12" x 1 14" A325 BOLTS w/ WASHERSOVER SLOTS (TYP.)
COLD-FORMED GIRT (TYP)
S LCOLUMN
A325n
A325
n
SHOP WELDED CLIP
MAG01 w/ (2) FA07CP FASTENERS (TYP.)CL
FLUSH GIRT CONNECTION TO "I" SHAPE COLUMN
CF4042
(4) 12" x 1 14"A325 BOLTS
GIRT
S L
SEE PLANSL CL
GIRTCOLUMN
SIDEWALL
WELDED CLIP
"I" SHAPE ROTATED CORNER COLUMN w/ BY-FRAME SIDEWALL GIRTS
S L
EN
DW
ALL
A325n
A325
n
GCC22 CLIP
A325n
A325
n
A325
n
A325
n
A325
n
A325
n
MAG01 (FIELD CUT TO LENGTH)
w/ (2) FA07CPFASTENERS
(2) 12" x 1 14" A325 BOLTSw/ WASHERS
OVER CLIP SLOTS (TYP.)
CF4142
(4) 12" x 1 14"A325 BOLTS
GIRT
S L
1'-0"SL CL
COLUMN
SIDEWALL
EN
DW
ALL
(2) 12" x 2"A325 BOLTS
"I" SHAPE ROTATED CORNER COLUMNw/ BY-FRAME SIDEWALL GIRTS & 8" ENDWALL GIRTS w/ DIFFERING ELEVATIONS
GIRT
(2) 12" x 1 14"A325 BOLTS
A325
n
A325n
GCC55 CLIP
A325
n
WELDED CLIP
A325
n
A325
n
A325
n
A325
n
A325
n
A325
n
A325
n
PROJECTION
PURLIN(IF REQ'D)SEE PLAN
EAVE CHANNEL
SL(SEE PLAN)GIRT OFFSET
(SEE PLAN)
(2) 12" x 1 14" A325 BOLTS
(AT EACH END OF CHANNELS)
(2) 12" x 1 14" A325 BOLTS
(2) 12" x 2" A325 BOLTS
FGC01CLIP
EAVE STRUT
EXTENSION BEAM
ESE11CLIP
(2) 12" x 2" A325 BOLTS
(2) 12" x 114"
FIN HEAD BOLTS (6) 1/2" x 2" A325 BOLTS
FRAME
AN0035LOW EAVE EXTENSION FRAMING
A325
n
A325
n
PROJECTION
PURLIN(IF REQ'D)SEE PLAN
EAVE CHANNEL
SL (SEE PLAN)GIRT OFFSET(SEE PLAN)
(2) 12" x 1 14" A325 BOLTS
(AT EACH END OF CHANNELS)(2) 12" x 1 14"
A325 BOLTS
(2) 12" x 2" A325 BOLTS
FGC01CLIP
EAVE STRUT
EXTENSION BEAM
ESE11CLIP
(2) 12" x 2" A325 BOLTS
(2) 12" x 114"
FIN HEAD BOLTS
(6) 1/2" x 2" A325 BOLTS
FRAME AN0105HIGH EAVE EXTENSION FRAMING
A325
n
A325
n
EXTENSION BEAM
EAVESTRUT
EAVE STRUT
RAKE CHANNEL (RCO1)
OVERHANGSEE ERECTION DWG.
AN0070XEAVE EXTENSION FRAMING @ ENDWALL
BUILDING STEEL LINE EAVE STRUT
FA07CP FASTENERS
PROJECTION
PURLIN(IF REQ'D)SEE PLAN
EAVE CHANNEL
(SEE PLAN)STEEL LINE
EAVE STRUT
AN0071XLOW EAVE EXTENSION FRAMING WITH RAKE CHANNEL PLAN VIEW
RAKE CHANNEL (RCO1)
FA07CP FASTENERS
PROJECTION
PURLIN(IF REQ'D)SEE PLAN
EAVE CHANNEL
SL (SEE PLAN)
HIGH SIDE EAVE STRUT
AN0072XHIGH EAVE EXTENSION FRAMING WITH RAKE CHANNEL PLAN VIEW
STEEL LINE
FA07CP FASTENERS
FA07CP FASTENERS
RAKE CHANNEL (RCO1)
10.28
.19JS
H
10.28
.19CD
R
D1
EREC
TION
DET
AILS
TITL
E:ST
EVEN
S CO
NSTR
UCTI
ON C
O., IN
C.MA
RION
AIR
PORT
TER
MINA
LMA
RION
, OH
K19G
0541
AJO
B NO
:LO
CATI
ON:
PROJ
ECT:
BUYE
R:
CERT
IFIC
ATIO
N EX
TEND
S ON
LY F
OR T
HE LO
ADS
SPEC
IFIE
D ON
KIR
BY'S
PU
RCHA
SE O
RDER
AS
APPL
IED
TO T
HE S
TRUC
TURA
L CO
MPON
ENTS
OF
THE
BUILD
ING
DESI
GNED
AND
SU
PPLIE
D BY
KIR
BY B
UILD
ING
SYST
EMS,
IF E
RECT
ED A
S IN
DICA
TED.
NOT
E TH
AT
KIRB
Y'S
ENGI
NEER
IS N
OT
ACTI
NG A
S TH
E EN
GINE
ER O
F RE
CORD
FOR
THI
S CO
NSTR
UCTI
ON P
ROJE
CT.
FINA
LS B
Y:DA
TE:
DATE
:CK
D.BY
:
DWG.
NO:
DATE
BYDE
SCRI
PTIO
NIS
SUE
IF N
O PA
GE IS
CAL
LED
OUT,
SEE
D-P
AGES
AT
END
OF D
RAW
ING
SET.
AG00
81
DE
TAIL
KE
Y
DETA
IL NA
ME
EXAM
PLE
PAGE
CA
LLOU
T
E7
FOR
CONS
TRUC
TION
124 K
IRBY
DR,
POR
TLAN
D, T
N61
5-32
5-41
65
ME
TA
L B
UIL
DIN
G M
AN
UF
AC
TU
RE
RS
AS
SO
CIA
TIO
NM
EM
BE
R
CONS
TRUC
TION
10.14
.19JS
H0
OF: 7
11/01/2019
BE3001
NOTE: PURLIN BRACING ATTACHMENT METHOD IS THE SAME REGARDLESS OF THE SECONDARY MEMBER TYPE (ZEE, CEE, EAVE STRUT, BEAM, ETC.)
PURLIN BRACE "X"
ROOF STEEL LINE
PURLIN
PURLIN
PURLIN BRACE "X"
SEE ROOF FRAMING PLAN(S) FOR PURLIN BRACE MARK NUMBERS, QUANTITIES, AND LOCATIONS.
(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 BRACING LOCATIONS PER BAY
FRAMELINE
PURLIN BRACE "X"
BAY WIDTH
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) FASTENER PER END.
2) CONNECT PURLIN BRACE "X" AT THE ANGLE INTERSECTION WITH (1) FASTENER.
3) PURLIN BRACING IS NOT TO DISTORT OR ALTER PURLINS FROM THEIR INTENDED SHAPE OR LOCATION.
4) SEE EXAMPLES BELOW FOR ADDITIONAL INFORMATION WHEN ATTACHING TO ALTERNATE FRAMING MEMBERS.
SL
PURLIN BRACES
REVERSE EAVE PURLIN
EAVE CEE
NOTE: CHANNEL MAY BE TOED UP OR DOWN.
BEAM OR CHANNEL
INSTALLATION INSTRUCTIONS
HIGH SIDE EAVE STRUT
EAVE STRUT
PURLIN BRACING ATTACHMENT(CLIP-FASTENED ROOF)
PURLIN
*
**
**
* PURLIN
SL
SLSL
PURLIN BRACES
PURLIN BRACES
PURLIN BRACES
PURLIN BRACES
(1) FA13CP FASTENER TYPICAL
(1) FA07CP FASTENERTOTAL PER "X" = (5)
CC3010
GIRTS
SHOP WELDED CLIP
COLUMN(SHAPE VARIES)
STIFFENER (IF NEEDED)
A325
n
(3)12" x 1 14"A325 BOLTS
COLUMNWELDED
CLIP
A325
n
A325
n
A325n A325
n
GIR
T LA
P(S
EE
PLA
N)
GIR
T LA
P(S
EE
PLA
N)
GIRTSL
(2)12" x 1 14"A325 BOLTS
(TYP.)
1/2" x 1 1/4" FLAT HEAD ERECTION BOLT
(IN LOWER GIRT ONLY)
A325
n
A325
n
BY-FRAME GIRT CONNECTION TO "I" SHAPE COLUMN w/ WELDED CLIP
AT EACH LAPPED GIRT CONDITION, ONE GIRT MUST BE ATTACHED FIRST TO THE CLIP USING (1) FLAT HEAD BOLT, WHICH MUST BE WRENCH TIGHTENED BEFORE PLACING THE SECOND GIRT AND INSTALLING THE REMAINING (3) BOLTS.
CC3050
A325
n
A325n
(4)12" x 2"A325 BOLTS
SL
CHANNELCOLUMN
(SHAPE VARIES)
BY-FRAME HOT ROLLED CHANNEL CONNECTION
A325
n A325
n
CHANNEL
COLUMN
SHOP WELDED CLIP OPENING
WIDTH
S L
(2) 1/2" Ø ANCHOR BOLTS (BY OTHERS)
JAMB
CG0501STANDARD JAMB CONNECTION
TO BASE
OPENINGWIDTH
SL
GIRT
FIELD DRILL 9/16" Ø HOLES IN GIRT AS REQ'D
(2) 1/2" x 1-1/4" A325 BOLTS w/(2) WASHERS OVER SLOTS IN CLIP
JAMB
CG0517STANDARD JAMB CONNECTION
TO ZEE
NOTE:JAMB SHOWN BELOW ZEE. JAMB ABOVE ZEE IS SIMILAR.
OPENINGWIDTH
SL
(2) 1/2" x 1-1/4" A325 BOLTS w/(2) WASHERS OVER SLOTS IN CLIP
CEE
JAMB
FIELD DRILL 9/16" Ø HOLES IN CEE AS REQ'D
CG0519STANDARD JAMB CONNECTION TO WEB OF CEE
NOTES:1. COLD-FORMED CEE SHOWN. HOT-ROLL CEE IS SIMILAR.2. JAMB SHOWN BELOW CEE TURNED UP. JAMB ABOVE CEE TURNED DOWN IS SIMILAR.
SHOP WELDEDCLIP
CEE
CG0541STANDARD CEE TURNED UP CONNECTION
TO I-SHAPED COLUMN (BYPASS)
COLUMN
COLD-FORMED CEE SHOWN.HOT-ROLL CEE IS SIMILAR.
(2) 1/2" x 1-1/4" A325 BOLTSAT EACH ENDOF CEE
OPENINGWIDTH
S L
JAMB
(2) 1/2" x 1-1/4" A325 BOLTS w/(2) WASHERS OVER SLOTS IN CLIP
JAMB
HEADER OR SILL
OP
EN
ING
HE
IGH
T
FIELD DRILL 9/16" Ø HOLES IN JAMB AS REQ'D
CG0550STANDARD HEADER OR SILL CONNECTION TO JAMB
COLD-FORMED MEMBERS SHOWN.HOT-ROLL MEMBERS ARE SIMILAR.
OPENINGWIDTH
S L
JAMB
A325
n
A325
n
(2) 1/2" x 1-1/4" A325 BOLTS w/(2) WASHERS OVER SLOTS IN CLIP
JAMB
GIRT
FOR FIELD LOCATED OPENIINGS, THE GIRT MUST BE CUT AND DRILLED IN THE FIELD. USE 9/16" Ø HOLES.
CG0561STANDARD GIRT CONNECTION TO COLD-FORMED JAMB
ZEE-SHAPED GIRT SHOWN.CEE-SHAPED GIRT IS SIMILAR.
TYPICAL TRIM LAP
14" BEAD OF
TUBE SEALANT
1"
TRIMLAP
GA0030
FIELD BEND BOTTOMOF GUTTER DOWNINTO DOWNSPOUT
DOWNSPOUT
GUTTER POP RIVET(TYP.)
CAULK JOINT
BOTTOM OF GUTTER
CUT
GA0081DOWNSPOUT CONNECTION TO GUTTER
MARK OUTLET LOCATION USING DOWNSPOUT TO SIZE.
MARK DIAGONAL LINES.CUT ALONG DIAGONAL LINES
AND BEND TABS DOWN.
BOTTOM OFGUTTER
(FIELD BEVEL CUT TO MATCH BOTTOM OF GUTTER)
BASE w/ BASE ANGLE AND BASE FLASH
BASE TRIM'BSD'
SL
GB0020
FINISHED FLOOR
11 2"*1 8"
±
*NOTE: HOLD 18"± GAP BETWEEN BASE OF PANEL & BASE FLASH
14" EXPANSION ANCHOR
OR EQUAL AT 4'-0" O.C. MAX.(NOT BY MANUFACTURER)
BASE ANGLE (MAR02)(FIELD CUT AS REQ'D)
INSIDE FOAMCLOSURE
WALL PANEL
FA07CP 3'-0" O.C.BASE TRIM TO BASE ANGLE(LOCATE TO AVOID INTERFERENCEWITH WALL PANEL ATTACHMENT)
MEMBER FASTENERKR PANELS: (6) PER PANELKW OR KRP PANELS: 1'-0" O/C
GC0310KRP PANEL OUTSIDE
CORNER DETAIL
KRP WALL PANEL
KRP WALL PANEL
STITCH FASTENERS MAX 2'-0" O/C
OUTSIDE CORNER TRIM
'OCB'
S L
SL
GC0313KRP PANEL OUTSIDE CORNER
DETAIL W/ CAP TRIM
KRP WALL PANEL
KRP WALL PANEL
CAP TRIM'HTD'
S L
SL
OUTSIDE CORNER TRIM
'OCB'
STITCH FASTENERS MAX 2'-0" O/C
STITCH FASTENERS MAX 2'-0" O/C
MEMBER FASTENER AT EACH SUPPORT
FIELD CUT PANEL
SLOP
EN
SE
EP
LAN
CG0025
HEADER CONDITION SHOWN.SILL CONDITION IS SIMILAR.
HEADER WRAP'HW__'
FA07CP(12" O.C.)
FA07CP(12" O.C.)
GIRT
CG0025HEADER WRAP INSTALLATION
10.28
.19JS
H
10.28
.19CD
R
TITL
E:ST
EVEN
S CO
NSTR
UCTI
ON C
O., IN
C.MA
RION
AIR
PORT
TER
MINA
LMA
RION
, OH
K19G
0541
AJO
B NO
:LO
CATI
ON:
PROJ
ECT:
BUYE
R:
CERT
IFIC
ATIO
N EX
TEND
S ON
LY F
OR T
HE LO
ADS
SPEC
IFIE
D ON
KIR
BY'S
PU
RCHA
SE O
RDER
AS
APPL
IED
TO T
HE S
TRUC
TURA
L CO
MPON
ENTS
OF
THE
BUILD
ING
DESI
GNED
AND
SU
PPLIE
D BY
KIR
BY B
UILD
ING
SYST
EMS,
IF E
RECT
ED A
S IN
DICA
TED.
NOT
E TH
AT
KIRB
Y'S
ENGI
NEER
IS N
OT
ACTI
NG A
S TH
E EN
GINE
ER O
F RE
CORD
FOR
THI
S CO
NSTR
UCTI
ON P
ROJE
CT.
FINA
LS B
Y:DA
TE:
DATE
:CK
D.BY
:
DWG.
NO:
DATE
BYDE
SCRI
PTIO
NIS
SUE
IF N
O PA
GE IS
CAL
LED
OUT,
SEE
D-P
AGES
AT
END
OF D
RAW
ING
SET.
AG00
81
DE
TAIL
KE
Y
DETA
IL NA
ME
EXAM
PLE
PAGE
CA
LLOU
T
E7
FOR
CONS
TRUC
TION
124 K
IRBY
DR,
POR
TLAN
D, T
N61
5-32
5-41
65
ME
TA
L B
UIL
DIN
G M
AN
UF
AC
TU
RE
RS
AS
SO
CIA
TIO
NM
EM
BE
R
EREC
TION
DET
AILS
CONS
TRUC
TION
10.14
.19JS
H0
D2OF
: 7
11/01/2019
14" BEAD OF
TUBE SEALANTALONG TOP
POP RIVET
DOWNHILL RAKE TRIM
(10) POP RIVETSDOWN SIDE/BOTTOM
FA03 FASTENERS(2" O.C.)
ALONG TOP
UPHILL RAKE TRIM
FA03
1"LAP
DOWNHILL RAKE TRIM
UPHILL RAKE TRIM
EE8001RAKE TRIM LAP DETAIL
PURLIN
SEE ROOF PLAN FORSTART/FINISH DIMENSION
EE8450
MEMBER FASTENER(1'-0" O.C.)
FA07CP (AT EACH SUPPORT)
316" x 7 8" TAPE SEALANT
RAKE SUPPORT PLATERAKE FASCIA
'GFT'
FD05CP (2'-0" O.C.)
ROOF PANEL
RAKE ZEE (RZ)
FA03 (6" O.C.)
FA12 (0'-6" O.C.)THERMAL BLOCK
SHEETING ANGLE 'MAR02'( FIELD NOTCH AT PURLINS)
THIS IS FOR ATTACHINGTHE INSULATION.*
INSULATION(BY OTHERS)
EXTEND ROOF PANEL 112"
BEYOND PURLIN AND FIELD CUT PANEL
SL
TRAPEZOIDAL PANEL RAKE DETAIL OFF MODULE, RAKE ZEE, SLOPE < 2:12 w/KFS FLAT SOFFIT_
RAKE SLIDE'RS'
FA07CP(AT EACH PURLIN)
SPACER TRIM'SPT'
FA11
SOFFIT EAVE TRIM
RAKE CHANNEL
FA07
FA11
FA07
FA11 (1'-0 O.C.)
FA07(1'-0 O.C.)
STITCH FASTENER(1'-0 O.C.)
CLOSURE
SHEETING ANGLE'MAR01' ENDWALL PANEL
SOFFIT PANEL
(AT EACH SUPPORT)
POP RIVET(1'-0 O.C.)
SOFFIT TO WALL TRIM 'KTC'
SOFFIT SPACER 'CSI_'
FA07 (1'-0 O.C.)
BASE ANGLE (MAR02)
POP RIVET(1'-0 O.C.)
(FIELD NOTCH AT PURLINS)
EXTEND GUTTER TO MATCH FACE OF RAKE FASCIA
END CAP
GUTTER
"A"
RAKE FASCIA
POP RIVET(TYP)
APPLY 316" BEAD OF TUBE CAULK TO ENDCAP AND
INSTALL WITH POP RIVETS 2" O.C.
VIEW 'A'
ED8601GUTTER TO RAKE FASCIA CORNER DETAIL
w/ SS360 ROOF
MITER CUT INSET PORTION OF GUTTER TO MATCH ENDCAP
EXTEND RAKE FASCIATO LAP WITH ENDCAP.
FIELD CUT RAKE FASCIA AS SHOWN.
EXTEND RAKE FASCIATO LAP WITH ENDCAP.
FIELD CUT RAKE FASCIA AS SHOWN.
END CAP
GUTTER
RETURN LEG OF GUTTER(FASTENED TO PANEL -
SEE EAVE DETAIL)
WRZ TRIM
TRACE OUTLINE OF AREA TO CLOSE TO WRZ TRIM
RAKE TRIM
TRIM WRZ TO SIZE. FORM AND BEND ATTACHMENT TABS
POP RIVET(TYP.)
FA03 2" O.C.(TYP.)
TAPE SEAL (CONTINUOUS)AROUND MODIFIED 'WRZ'
ROOF PANEL
RAKE SUPPORT(HOLD 2 3 4" UPHILL FROM ) SLAREA TO CLOSE
STEP 1 STEP 2
REMOVE FEMALE PORTION OF PANEL RIB
(IF REQ'D)INSERT MODIFIED 'WRZ' IN AREA TO
CLOSE AND ATTACH TO CLOSURE TRIM
STEP 3
'WRZ' INSTALLATION INSTRUCTIONS
SECTION THRU END
ROOF PANEL
RAKE FASCIA
NOTCH RAKE FASCIAFOR FASTENER ACCESS
POP RIVET(TYP)
WRZSEE INSTALLATION
INSTRUCTIONS
GUTTER STRAP
10.28
.19JS
H
10.28
.19CD
R
TITL
E:ST
EVEN
S CO
NSTR
UCTI
ON C
O., IN
C.MA
RION
AIR
PORT
TER
MINA
LMA
RION
, OH
K19G
0541
AJO
B NO
:LO
CATI
ON:
PROJ
ECT:
BUYE
R:
CERT
IFIC
ATIO
N EX
TEND
S ON
LY F
OR T
HE LO
ADS
SPEC
IFIE
D ON
KIR
BY'S
PU
RCHA
SE O
RDER
AS
APPL
IED
TO T
HE S
TRUC
TURA
L CO
MPON
ENTS
OF
THE
BUILD
ING
DESI
GNED
AND
SU
PPLIE
D BY
KIR
BY B
UILD
ING
SYST
EMS,
IF E
RECT
ED A
S IN
DICA
TED.
NOT
E TH
AT
KIRB
Y'S
ENGI
NEER
IS N
OT
ACTI
NG A
S TH
E EN
GINE
ER O
F RE
CORD
FOR
THI
S CO
NSTR
UCTI
ON P
ROJE
CT.
FINA
LS B
Y:DA
TE:
DATE
:CK
D.BY
:
DWG.
NO:
DATE
BYDE
SCRI
PTIO
NIS
SUE
IF N
O PA
GE IS
CAL
LED
OUT,
SEE
D-P
AGES
AT
END
OF D
RAW
ING
SET.
AG00
81
DE
TAIL
KE
Y
DETA
IL NA
ME
EXAM
PLE
PAGE
CA
LLOU
T
E7
FOR
CONS
TRUC
TION
124 K
IRBY
DR,
POR
TLAN
D, T
N61
5-32
5-41
65
ME
TA
L B
UIL
DIN
G M
AN
UF
AC
TU
RE
RS
AS
SO
CIA
TIO
NM
EM
BE
R
EREC
TION
DET
AILS
CONS
TRUC
TION
10.14
.19JS
H0
D3OF
: 7
11/01/2019
RAKE SLIDE'RS'
FA12 (1'-0 O.C.)
FD05CP (2'-0 O.C.)
ROOF PANEL
INSULATION(BY OTHERS)
PURLIN
FA07CP(AT EACH PURLIN)
EE8746TRAPEZOIDAL PANEL RAKE DETAIL ON MODULE
W/ RAKE EXTENSION AND 1" FLAT SOFFIT FOR ROOF SLOPE < 2:12_
CLOSURE
SHEETING ANGLE'MAR01'
316" x 7 8" TAPE SEALANT
MEMBER FASTENER(1'-0 O.C.)
RAKE FASCIA'GFT'
THERMAL BLOCK
ENDWALL PANEL
SHEETING ANGLE 'MAR02'
(FIELD NOTCH AT PURLINS)THIS IS FOR ATTACHING
THE INSULATION.
FA07CP (AT EACH SUPPORT)
RAKE SUPPORT
SPACER TRIM'SPT'
FA11 (1'-0 O.C.)
SOFFIT EAVE TRIM
SOFFIT PANEL
RAKE CHANNEL
FA07(1'-0 O.C.)
FA11
FA07
FA11
FA07
'SET_'
FA07(AT EACH SUPPORT)
POP RIVET(1'-0 O.C.)
SOFFIT TO WALL TRIM 'KTC'
SOFFIT SPACER 'CSI_'
FA07 (1'-0 O.C.)
BASE ANGLE (MAR02)
'RC0_'
(1'-0 O.C.)PRE-DRILL 516" Ø HOLES
IN ANGLE
FA11
POP RIVET(1'-0 O.C.)
(FIELD NOTCH AT PURLINS)
STEP 1. FOLD 1 12" LONG PIECE OF 316" x 78" TAPE SEALANT IN HALF AND PLACE
ALONG RIB UNDER PANEL SEAM (AS SHOWN). PLACE TWO MORE PIECES OF SEALANT ALONG VERTICAL OF PANEL SEAMSTEP 2. INSTALL 316" x 7 8" TAPE SEALANT ACROSS PANEL FLAT AND OVER PANEL
RIB AND PREVIOUS SEALANT, LOCATED 1" DOWNHILL OF THE NOTCH.
STEP 3. INSTALL METAL CLOSURE FLUSH WITH EDGE OF SEALANT SECURE IN PLACE WITH (10) FA12 FASTENERS. (1) FASTENER AT BASE OF TRAPEZOIDS. (1) FASTENER EACH SIDE OF THE MINOR RIBS. (OMIT FASTENERS IN THE 2 CENTER PRE-PUNCHED HOLES.) (1) FASTENER THRU THE PRE-PUNCHED HOLES INTO EACH TRAPEZOID.
STEP 4. APPLY 1" LONG URETHANE CAULK ALONG TOP TAB OF METAL CLOSURE. THIS IS TO ENSURE SEAL OF NEXT LAPPING METAL CLOSURE.
STEP 5. INSTALL NEXT CLOSURE SAME AS THE FIRST. CLAMP THE TWO METAL CLOSURES TOGETHER AT SEAM AND INSTALL (1) FA12 FASTENER THROUGH HOLE AT TOP OF CLOSURE, ROOF PANEL SEAM AND OPPOSITE CLOSURE,
STEP 6. APPLY CAULK ALONG BACKSIDE OF METAL CLOSURES AT TRAPEZOIDAL LOCATION.
APPLY CAULK ALONG TOP SEAM OF METAL CLOSURES AND PANEL SEAM.
STEP 7. AFTER CLOSURE INSTALLATION, APPLY 316" x 7 8" TAPE SEALANT ON TOP LEG OF METAL CLOSURE.
CONTINUOUSTAPE SEALANT
(STEP 2)
FOLD TAPE SEALANTIN HALF AND PLACE UNDERPANEL SEAM(STEP 1)
CLAMP SEAM AND THEN FASTEN WITH FA12 FASTENER THROUGH
CLOSURE, ROOF PANEL SEAMAND OPPOSITE CLOSURE.
(STEP 5)
FA12 FASTENER(IN PRE-PUNCHED HOLE
THROUGH OPPOSITE CLOSURE)(STEP 5)
OUTSIDE METAL CLOSURE'SLMC3'(STEP 3)
CAULK(APPLY TO TOP
TAB OF CLOSURE)(STEP 4)
(10) FA12 FASTENERS(STEP 3)
CAULK(BACK CAULK BOTH
SIDES OF TRAPEZOIDAND TOP SEAM OF CLOSURES)
(STEP 6)
PLACE TAPE SEALANTON VERTICAL OF PANELSEAM (EACH SIDE)(STEP 1)
DOWN SLOPE
1"3"
NOTCH
DOWN SLOPE
1"
CONTINUOUSTAPE SEALANT
(STEP 7)
DOWN SLOPE
DOWN SLOPE
EG8001SS360 METAL OUTSIDE CLOSURE INSTALLATION
MEMBER FASTENER(1'-0" O.C.)SOFFIT PANEL
STITCH FASTENER (1'-0" O.C.)
EAVE CHANNEL
(BY OTHERS)INSULATION
ROOF PANEL
FA03 (6" O.C.)
THERMAL BLOCK
CLIP FASTENER(2) PER CLIP
FA07CP THRU R13FC09CP OVER R13
OUTSIDE METALCLOSURE 'SLMC3'
REF. EG8001
BACKUP PLATE'SBP01'
316" x 7 8" TAPE SEALANT
OVER AND UNDER CLOSURE
4"
PANEL CLIP
MEMBER FASTENER (1'-0" O.C.)
SPACER TRIM'SPT'
SOFFIT EAVE TRIM'SFT'
EH8176XSS360 HIGH EAVE, OPEN W/ 1" FLAT SOFFIT
HIGH EAVE FASICA HK'
POP RIVET(1'-0" O.C.)
FD19(2'-0" O.C.)
SL
SHEETING ANGLE(MAE__)
PURLIN
BA0341REVERSE PURLIN w/ EAVE ANGLE
EO8448SS360 EAVE EXTENSION HIGH SYSTEM OR SUPER TALL SYSTEM
W/ GUTTER AND 1" FLAT SOFFIT PANEL FOR ROOF SLOPES < 2:12
316" x 7 8" TAPE SEALANT
OVER CLOSUREMETAL INSIDE
CLOSURE (MEC01)W/ (2) FA07CP FASTENERS
316" x 7 8" x 6" TAPE SEALANT
BETWEEN PANEL RIBS
316" x 7 8" TAPE SEALANT
UNDER STRAP
CLOSURE TRIM "CLH"
POP RIVET
STITCH FASTENER (1-'0" O.C.)
FA12 (10) PER PANEL TO EAVE PLATE & INSIDE
METAL CLOSURE
MEMBER FASTENER (1'-0" O.C.)
EAVE PLATE w/ FD26CP (1-'0" O.C.)(EXTEND 1 1/2" BEYOND FACE OF
EXTENSION CEE)
GUTTER STRAP (GTS03)AT EACH RIB W/ (2) FA03
SOFFIT PANEL
SPACER TRIM'SPT'
SOFFIT EAVE TRIM'SET'
FA07 (1'-0" O.C.)
CHANNEL
EXTENSION CEE'CC_'
FD19(2'-0" O.C.)
FD19(2'-0" O.C.)
14"
TOCLH
3"
GUTTER SPLICE ASSEMBLY
1"18"
TUBE SEALANT
NOTES:1. FIELD TRIM BOTH FLANGES OF INSIDE GUTTER SECTION AS SHOWN.2. APPLY 14" BEAD OF SEALANT 3 4" FROM OUTER EDGE ON OUTER SECTION.3. PLACE GUTTER SECTIONS TOGETHER WITH 1" LAP.4. SECURE GUTTER SECTIONS TOGETHER WITH POP RIVETS.
EAVE GUTTER
FA03 PRE-DRILLEDHOLES (6) PER PANEL
_
ROOF PANEL
316" x 7 8" TAPE SEALANT
UNDER PANELw/ 7 32" X 13
8" X 4" TAPE SEALANTAT EACH MINOR RIB
POP RIVET(1'-0" O.C.)
EXTENSION CEECC__
10.28
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10.28
.19CD
R
TITL
E:ST
EVEN
S CO
NSTR
UCTI
ON C
O., IN
C.MA
RION
AIR
PORT
TER
MINA
LMA
RION
, OH
K19G
0541
AJO
B NO
:LO
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ON:
PROJ
ECT:
BUYE
R:
CERT
IFIC
ATIO
N EX
TEND
S ON
LY F
OR T
HE LO
ADS
SPEC
IFIE
D ON
KIR
BY'S
PU
RCHA
SE O
RDER
AS
APPL
IED
TO T
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TRUC
TURA
L CO
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ENTS
OF
THE
BUILD
ING
DESI
GNED
AND
SU
PPLIE
D BY
KIR
BY B
UILD
ING
SYST
EMS,
IF E
RECT
ED A
S IN
DICA
TED.
NOT
E TH
AT
KIRB
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ENGI
NEER
IS N
OT
ACTI
NG A
S TH
E EN
GINE
ER O
F RE
CORD
FOR
THI
S CO
NSTR
UCTI
ON P
ROJE
CT.
FINA
LS B
Y:DA
TE:
DATE
:CK
D.BY
:
DWG.
NO:
DATE
BYDE
SCRI
PTIO
NIS
SUE
IF N
O PA
GE IS
CAL
LED
OUT,
SEE
D-P
AGES
AT
END
OF D
RAW
ING
SET.
AG00
81
DE
TAIL
KE
Y
DETA
IL NA
ME
EXAM
PLE
PAGE
CA
LLOU
T
E7
FOR
CONS
TRUC
TION
124 K
IRBY
DR,
POR
TLAN
D, T
N61
5-32
5-41
65
ME
TA
L B
UIL
DIN
G M
AN
UF
AC
TU
RE
RS
AS
SO
CIA
TIO
NM
EM
BE
R
EREC
TION
DET
AILS
CONS
TRUC
TION
10.14
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JAMB FLASHING(OPTIONAL)
SILL TRIM'HTD'
MEMBER FASTENER(1'-0" O.C.)
WALL PANELSILL CHANNEL
MEMBER FASTENER(1'-0" O.C.)
SL
GD0030STANDARD SILL CONDITON
CLOSURE
STITCH FASTENER
EAVE STRUT
ROOF PANEL
INSULATION(BY OTHERS)
THERMALBLOCK
PANEL CLIP
EO8211SS360 AT INSET SIDEWALL w/ 1" FLAT SOFFIT
MEMBER FASTENER (1'-0" O.C.)
CLIP FASTENER(2) PER CLIP
FA07CP THRU R13FC09CP OVER R13
SL
FA11FA11FA11 (1'-0 O.C.)
SOFFIT PANEL
WALL PANEL
SOFFIT TRIM'KST_'
POP RIVET(1'-0" O.C.)
DBA01
GA0082STANDARD DOWNSPOUT STRAP INSTALLATION
DPA01(CENTER ON
DBA01)
DPA01(CENTER ON PANEL RIB)
STRAP ATTACHMENT AT KRP OR KW PANELS
WALL PANEL (KR)
WALL PANEL(KW OR KRP)STITCH FASTENER
STITCH FASTENER(TYP.)
STRAP ATTACHMENT AT KR PANELS
STITCH FASTENER
DOWNSPOUT STRAP SPACING IS 5'-0" O.C.
DOWNSPOUT STRAP SPACING IS 5'-0" O.C.
GD0340KRP WALL PANEL TO JAMB CONNECTION
JAMB FLASHING(OPTIONAL)
MEMBER FASTENER(2'-0" O.C.)
KRP WALLPANEL JAMB TRIM
'JTW'
MEMBER FASTENER(1'-0" O.C.)
EAVE EXTENSION (LSW) WITH 1" FLAT SOFFIT@ SHEETED WALL
WALL PANEL
SOFFIT TRIM 'KST_'
EAVE STRUT
SB0002
MEMBER FASTENER (1'-0" O.C.)
SL
CLOSURE
STITCH FASTENERFA11 (1'-0 O.C.)
POP RIVET(1'-0" O.C.)
1" FLAT SOFFIT PANEL 'KST'
EAVE STRUT
MEMBER FASTENER (1'-0" O.C.)
WALL PANEL
SL
EAVE EXTENSION (HSW) WITH 1" FLAT SOFFIT@ SHEETED WALL
SB0003
STITCH FASTENER
1" FLAT SOFFIT PANEL
'KFS_'
CLOSURE
FA11 (1'-0 O.C.)
1" FLAT SOFFIT TRIM'KTS_'
POP RIVET(1'-0" O.C.)
MEMBER FASTENER(1'-0" O.C.)
FA07CP (1'-0" O.C.)
GIRT
EI8111XSS360 ROOF TO WALL DETAIL SHEETED ABOVE AND BELOW
FA12 (11) PER PANELTO CLOSURE
(BY OTHERS)INSULATION
ROOF PANEL
FA03 (6" O.C.)
PANEL CLIP
316" X 7 8" TAPE SEALANT
ROOF TO WALL TRIM'HP'
PURLIN
THERMALBLOCK CLIP FASTENER
(2) PER CLIPFA07CP THRU R13FC09CP OVER R13
OUTSIDE METAL CLOSURE 'SLMC3'
REF. EG8001
1 1 2"
11"
4"3
16" X 7 8" TAPE SEALANT
STITCH FASTENER(1'-0" O.C.)
6"
WALL PANEL
WALL PANEL
SL
WALL PANEL
ANGLE 'MAP01'
MEMBER FASTENER(1'-0" O.C.)
ANGLE 'MAR02'SUPPLIED ONLY FOR INSULATION TIE-OFF
PRE-DRILL 5 16" HOLES IN ANGLE PRIOR TO INSTALLATION
FA11CP (1'-0" O/C)
PANEL BREAK FLASH TRIM'PFE'
END OF PANEL
BACKUP PLATE 'SBP01'
INSIDE CLOSURE
OUTSIDE CLOSURE
WRAP AROUND SILL
MEMBER FASTENER(1'-0" O.C.)
FA07CP (1'-0" O.C.)
GIRT
EI8111SS360 ROOF TO WALL DETAIL SHEETED ABOVE AND BELOW
FA12 (11) PER PANELTO CLOSURE
(BY OTHERS)INSULATION
ROOF PANEL
FA03 (6" O.C.)
PANEL CLIP
316" X 7 8" TAPE SEALANT
ROOF TO WALL TRIM'HP'
PURLIN
THERMALBLOCK CLIP FASTENER
(2) PER CLIPFA07CP THRU R13FC09CP OVER R13
OUTSIDE METAL CLOSURE 'SLMC3'
REF. EG8001
1 1 2"
11"
4"3
16" X 7 8" TAPE SEALANT
STITCH FASTENER(1'-0" O.C.)
6"
WALL PANEL
WALL PANEL
SL
WALL PANEL
ANGLE 'MAP01'
MEMBER FASTENER(1'-0" O.C.)
ANGLE 'MAR02'SUPPLIED ONLY FOR INSULATION TIE-OFF
PRE-DRILL 5 16" HOLES IN ANGLE PRIOR TO INSTALLATION
FA11CP (1'-0" O/C)
PANEL BREAK FLASH TRIM'PFE'
END OF PANEL
BACKUP PLATE 'SBP01'
INSIDE CLOSURE
OUTSIDE CLOSURE
AT FRAME LINE "E" AT FRAME LINE "A"
10.28
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10.28
.19CD
R
TITL
E:ST
EVEN
S CO
NSTR
UCTI
ON C
O., IN
C.MA
RION
AIR
PORT
TER
MINA
LMA
RION
, OH
K19G
0541
AJO
B NO
:LO
CATI
ON:
PROJ
ECT:
BUYE
R:
CERT
IFIC
ATIO
N EX
TEND
S ON
LY F
OR T
HE LO
ADS
SPEC
IFIE
D ON
KIR
BY'S
PU
RCHA
SE O
RDER
AS
APPL
IED
TO T
HE S
TRUC
TURA
L CO
MPON
ENTS
OF
THE
BUILD
ING
DESI
GNED
AND
SU
PPLIE
D BY
KIR
BY B
UILD
ING
SYST
EMS,
IF E
RECT
ED A
S IN
DICA
TED.
NOT
E TH
AT
KIRB
Y'S
ENGI
NEER
IS N
OT
ACTI
NG A
S TH
E EN
GINE
ER O
F RE
CORD
FOR
THI
S CO
NSTR
UCTI
ON P
ROJE
CT.
FINA
LS B
Y:DA
TE:
DATE
:CK
D.BY
:
DWG.
NO:
DATE
BYDE
SCRI
PTIO
NIS
SUE
IF N
O PA
GE IS
CAL
LED
OUT,
SEE
D-P
AGES
AT
END
OF D
RAW
ING
SET.
AG00
81
DE
TAIL
KE
Y
DETA
IL NA
ME
EXAM
PLE
PAGE
CA
LLOU
T
E7
FOR
CONS
TRUC
TION
124 K
IRBY
DR,
POR
TLAN
D, T
N61
5-32
5-41
65
ME
TA
L B
UIL
DIN
G M
AN
UF
AC
TU
RE
RS
AS
SO
CIA
TIO
NM
EM
BE
R
EREC
TION
DET
AILS
CONS
TRUC
TION
10.14
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SL
S L
KRP WALL PANEL
INSIDE CORNERTRIM 'ICB'
STITCH FASTENERS MAX 2'-0" O/C
STITCH FASTENERS MAX 2'-0" O/C
KRP WALL PANEL
KRP PANEL INSIDE CORNER DETAIL
GC0340
CLOSURE
JAMB FLASHING(OPTIONAL)HEADER TRIM
'HTK'
HEADER
MEMBER FASTENER(1'-0" O.C.)
GD0020HEADER TRIM DETAIL
SL
1 4"
MEMBER FASTENER(2'-0" O.C.)
WALL PANEL
SL
S L
KRP WALL PANEL
INSIDE CORNERTRIM 'ICB'
STITCH FASTENERS MAX 2'-0" O/C
STITCH FASTENERS MAX 2'-0" O/C
KRP PANEL INSIDE CORNER DETAILFIELD CUT PANEL W/ CAP TRIM
GC0343
FIELD CUT PANEL
MEMBER FASTENER(AT EACH SUPPORT)
CAP TRIM'HTD'
KRP WALL PANEL
FRONT
TOP
SILL TRIM'HTD'
WALL PANEL
GD0072SILL TRIM INSTALLATION
2" 2"OPENINGWIDTH
BACK
CU
T LI
NE
BEND UP
CU
T LI
NE
BEND UP
THE SILL TRIM EXTENDS 2" PAST EACH SIDE OF THE OPENING. THE
JAMB TRIM THEN RESTS ON THE SILL TRIM. TAB LEG OF SILL TRIM BEHIND
THE JAMB TRIM. (SEE BELOW)
BACK
SILL TRIM'HTD'
1"
14"
1"FLAT SOFFIT SPLICE TRIM
'PTCF'
FLAT SOFFIT PANEL 'KFS_'
POP RIVETS (1'-0 O.C.)
SB00041" FLAT SOFFIT/LINER PANEL SPLICE DETAIL
FA07(1'-0 O.C.)
SLIT PANEL 2" AT HEAD AND SILL TRIM AND SLIDE TRIM ON
HEAD TRIM
JAMB TRIM
SILL TRIM'HTD'
CAULK SLIT LINE
WALL PANEL(CONFIG. VARIES)
GD0071WINDOW LOUVER FRAMED OPENING TRIM DETAIL
WALL PANEL(CONFIG. VARIES)
CLOSURE
REFERENCEGD0072
APPLY TUBE SEALANT FROM END TO FIRST MAJOR RIB
1'-0 1'-0 1'-0 1'-0
WALL SCREW
FASTENER SPACING
SOFFIT PANEL
DETAIL "A"
DETAIL "A"
TYPICAL @ALL EAVE STRUTSALL PURLINSALL GIRTS
FASTENER INSTALLATION AND SPACING FOR KFS_ 1" FLAT SOFFIT/LINER PANEL
SB0001
(FA07)
SHEETING DIRECTION
SLIT PANEL 2" AND SLIDE ONTO HEAD TRIM
APPLY TUBE SEALANT FROM END TO FIRST MAJOR RIB
HEAD TRIM
JAMB TRIM
GD0041FRAMED OPENING HEAD TO JAMB
TRIM DETAIL
WALL PANEL(CONFIG. VARIES)
CLOSURE
10.28
.19JS
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10.28
.19CD
R
TITL
E:ST
EVEN
S CO
NSTR
UCTI
ON C
O., IN
C.MA
RION
AIR
PORT
TER
MINA
LMA
RION
, OH
K19G
0541
AJO
B NO
:LO
CATI
ON:
PROJ
ECT:
BUYE
R:
CERT
IFIC
ATIO
N EX
TEND
S ON
LY F
OR T
HE LO
ADS
SPEC
IFIE
D ON
KIR
BY'S
PU
RCHA
SE O
RDER
AS
APPL
IED
TO T
HE S
TRUC
TURA
L CO
MPON
ENTS
OF
THE
BUILD
ING
DESI
GNED
AND
SU
PPLIE
D BY
KIR
BY B
UILD
ING
SYST
EMS,
IF E
RECT
ED A
S IN
DICA
TED.
NOT
E TH
AT
KIRB
Y'S
ENGI
NEER
IS N
OT
ACTI
NG A
S TH
E EN
GINE
ER O
F RE
CORD
FOR
THI
S CO
NSTR
UCTI
ON P
ROJE
CT.
FINA
LS B
Y:DA
TE:
DATE
:CK
D.BY
:
DWG.
NO:
DATE
BYDE
SCRI
PTIO
NIS
SUE
IF N
O PA
GE IS
CAL
LED
OUT,
SEE
D-P
AGES
AT
END
OF D
RAW
ING
SET.
AG00
81
DE
TAIL
KE
Y
DETA
IL NA
ME
EXAM
PLE
PAGE
CA
LLOU
T
E7
FOR
CONS
TRUC
TION
124 K
IRBY
DR,
POR
TLAN
D, T
N61
5-32
5-41
65
ME
TA
L B
UIL
DIN
G M
AN
UF
AC
TU
RE
RS
AS
SO
CIA
TIO
NM
EM
BE
R
EREC
TION
DET
AILS
CONS
TRUC
TION
10.14
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GENERAL NOTES:1. BLOCK GIRTS TO "LEVEL" POSITION BEFORE STARTING PANEL ERECTION. MAINTAIN BLOCKING UNTIL MEMBER FASTENERS ARE INSTALLED.2. MEASURE AND MARK 36" O.C. BEGINNING AT PANEL START DIMENSION (REFERENCE SHEETING ELEVATION ON ERECTION DRAWINGS). USE THESE MARKS TO INSURE PANEL COVERAGE IS MAINTAINED DURING INSTALLATION.3. ALIGN AND PLUMB FIRST WALL PANEL.4. REFER TO DRAWING 'C1' FOR MEMBER AND STITCH FASTENER REQUIREMENTS.5. TO PREVENT "OIL-CANNING", ALL PANEL FASTENING SHOULD START FROM BASE AND SECURED TO EACH GIRT TOWARD EAVE. 6. WALL PANELS MUST BE CLEANED AT THE END OF WORK DAY. ANY METAL SHAVINGS SHOULD BE REMOVED IN SUCH A MANNER AS TO PREVENT DAMAGE TO THE PANELS.
TYPICAL 'KRP' INSTALLATION
GA0301
SIDELAP DETAIL
MEMBER FASTENER1'-0" O.C.
STITCH FASTENER BETWEEN EACH GIRT
SPACING NOT TO EXCEED 2'-6" O.C.
MEMBER FASTENER1'-0" O.C. AT EACH GIRT
PANEL SIDELAPS
MEMBER FASTENER1'-0" O.C. ATEAVE STRUT
ELEV.GIRT
ELEV.
BASE
GIRT
EAVE
SHORT LEGON TOPWALL PANEL
('KRP')
10.28
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TITL
E:ST
EVEN
S CO
NSTR
UCTI
ON C
O., IN
C.MA
RION
AIR
PORT
TER
MINA
LMA
RION
, OH
K19G
0541
AJO
B NO
:LO
CATI
ON:
PROJ
ECT:
BUYE
R:
CERT
IFIC
ATIO
N EX
TEND
S ON
LY F
OR T
HE LO
ADS
SPEC
IFIE
D ON
KIR
BY'S
PU
RCHA
SE O
RDER
AS
APPL
IED
TO T
HE S
TRUC
TURA
L CO
MPON
ENTS
OF
THE
BUILD
ING
DESI
GNED
AND
SU
PPLIE
D BY
KIR
BY B
UILD
ING
SYST
EMS,
IF E
RECT
ED A
S IN
DICA
TED.
NOT
E TH
AT
KIRB
Y'S
ENGI
NEER
IS N
OT
ACTI
NG A
S TH
E EN
GINE
ER O
F RE
CORD
FOR
THI
S CO
NSTR
UCTI
ON P
ROJE
CT.
FINA
LS B
Y:DA
TE:
DATE
:CK
D.BY
:
DWG.
NO:
DATE
BYDE
SCRI
PTIO
NIS
SUE
IF N
O PA
GE IS
CAL
LED
OUT,
SEE
D-P
AGES
AT
END
OF D
RAW
ING
SET.
AG00
81
DE
TAIL
KE
Y
DETA
IL NA
ME
EXAM
PLE
PAGE
CA
LLOU
T
E7
FOR
CONS
TRUC
TION
124 K
IRBY
DR,
POR
TLAN
D, T
N61
5-32
5-41
65
ME
TA
L B
UIL
DIN
G M
AN
UF
AC
TU
RE
RS
AS
SO
CIA
TIO
NM
EM
BE
R
EREC
TION
DET
AILS
CONS
TRUC
TION
10.14
.19JS
H0
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: 7
11/01/2019
WRZ _ _ _ CS1054 _ _ GFT181 _ _ KTC_ _ _ _ RS_ _ _ _
RZ15 or SRS SET_ _ _ _ _ _ SPT_ _ _ _ HK _181_ _ SFT_ _ _ _ _ _
HPA thru HPHHJB thru HJH
PFE121_ _ KST_ _ _ _ DBA_TPB_TPT_TSD DPA01
BSD121_ _ OCB121 _ _ HTD_ _ _ _ _ ICB121 _ _ CCA thru CCG
10.28
.19JS
H
10.28
.19CD
R
T1
TRIM
PRO
FILE
STI
TLE:
STEV
ENS
CONS
TRUC
TION
CO.
, INC.
MARI
ON A
IRPO
RT T
ERMI
NAL
MARI
ON, O
HK1
9G05
41A
JOB
NO:
LOCA
TION
:PR
OJEC
T:BU
YER:
CERT
IFIC
ATIO
N EX
TEND
S ON
LY F
OR T
HE LO
ADS
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FINA
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DATE
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:
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NO:
DATE
BYDE
SCRI
PTIO
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IF N
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AG00
81
DE
TAIL
KE
Y
DETA
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ME
EXAM
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PAGE
CA
LLOU
T
E7
FOR
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TION
124 K
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POR
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D, T
N61
5-32
5-41
65
ME
TA
L B
UIL
DIN
G M
AN
UF
AC
TU
RE
RS
AS
SO
CIA
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NM
EM
BE
R
OF: 2
CONS
TRUC
TION
10.14
.19JS
H0
11/01/2019
HTK_ _ _ _ _ JTW_ _ _ _ _ KTS_ _ _ _ PTCF_ _ _ _ _
CLH_ _ _ _ _AT_ _ _ _
BSA02_ _THE DASHES CAN REPRESENT NOMINAL LENGTH, GAUGE, SLOPE AND COLOR OF PART. SEE SHIPPER FOR ADDITIONAL INFORMATION.
COLOR CODE
COLOR CODECOLOR CODESLOPE CODENOMINAL LENGTH
NOMINAL LENGTH
10.28
.19JS
H
10.28
.19CD
R
T2
TRIM
PRO
FILE
STI
TLE:
STEV
ENS
CONS
TRUC
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CO.
, INC.
MARI
ON A
IRPO
RT T
ERMI
NAL
MARI
ON, O
HK1
9G05
41A
JOB
NO:
LOCA
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:PR
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T:BU
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CERT
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ATIO
N EX
TEND
S ON
LY F
OR T
HE LO
ADS
SPEC
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KIR
BY'S
PU
RCHA
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AS
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TRUC
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MPON
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OF
THE
BUILD
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AND
SU
PPLIE
D BY
KIR
BY B
UILD
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SYST
EMS,
IF E
RECT
ED A
S IN
DICA
TED.
NOT
E TH
AT
KIRB
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ENGI
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IS N
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ACTI
NG A
S TH
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F RE
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S CO
NSTR
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ON P
ROJE
CT.
FINA
LS B
Y:DA
TE:
DATE
:CK
D.BY
:
DWG.
NO:
DATE
BYDE
SCRI
PTIO
NIS
SUE
IF N
O PA
GE IS
CAL
LED
OUT,
SEE
D-P
AGES
AT
END
OF D
RAW
ING
SET.
AG00
81
DE
TAIL
KE
Y
DETA
IL NA
ME
EXAM
PLE
PAGE
CA
LLOU
T
E7
FOR
CONS
TRUC
TION
124 K
IRBY
DR,
POR
TLAN
D, T
N61
5-32
5-41
65
ME
TA
L B
UIL
DIN
G M
AN
UF
AC
TU
RE
RS
AS
SO
CIA
TIO
NM
EM
BE
R
OF: 2
CONS
TRUC
TION
10.14
.19JS
H0
11/01/2019