KIRBY BUILDING SYSTEMS GENERAL NOTES: 124 KIRBY DRIVE

TAUPE SAND (XT), PVDF



Ga.24 STANDING SEAM 360 (SS3)

HIGH SYSTEM w/ THERMAL SPACERS

GALVALUME PLUS (GM)

Ga.26 KIRBY WALL (KW1)


DOWNSPOUTS:

FRAMED OPENING TRIM:

BASE TRIM:

WALL CORNER TRIM:

ROOF LINE TRIM:

TYPE:

TYPE:

ROOF PANELS

WALL PANELS

COLOR:

COLOR:


GP - GRAY PRIMERROOF SECONDARY:

STRUCTURAL FRAMING: GP - GRAY PRIMER

PRIMER

GP - GRAY PRIMERWALL SECONDARY:

NOTE: ANY VARIANCE FROM THE PANEL TYPES OR COLORS

LISTED HERE WILL BE NOTED ON THE ELEVATION DRAWINGS.

TYPE:

LINER PANELS

COLOR:


TRIM COLORS

ENGINEER NOTES:

GENERAL NOTES:

GLOSSARY OF ABBREVIATIONS:7.

ASTM DESCRIPTION1.

STRUCTURAL PRIMER NOTE:2.

BUILDING ERECTION NOTES:3.

A325 & A490 BOLT TIGHTENING REQUIREMENTS:5.

GENERAL DESIGN NOTES:6.

AS529 / A572 / A1011A36 / A529 / A572 / A500A500A500A653 / A1011A653 / A792A307 / A325 / A490A475A529 / A572

SHOP COAT PRIMER IS INTENDED TO PROTECT THE STEEL FRAMING FOR A SHORT PERIOD OFTIME. STORAGE IN EXTREME COLD TEMPERATURES OR WINTER SNOW CONDITIONS, INCLUDINGTRANSPORTATION ON SALTED OR CHEMICALLY TREATED ROADS WILL ADVERSELY AFFECT THEDURABILITY AND LONGEVITY OF THE PRIMER. THE COAT OF SHOP PRIMER DOES NOT PROVIDETHE UNIFORMITY OF APPEARANCE, OR THE DURABILITY AND CORROSION RESISTANCE OF AFIELD APPLIED FINISH COAT OF PAINT OVER A SHOP PRIMER. MINOR ABRASIONS TO THE SHOPCOAT PRIMER CAUSED BY HANDLING, LOADING, SHIPPING, UNLOADING AND ERECTION AREUNAVOIDABLE AND ARE NOT THE RESPONSIBILITY OF THE METAL BUILDING MANUFACTURER.METAL BUILDING MANUFACTURER IS NOT RESPONSIBLE FOR THE DETERIORATION OF THEPRIMER OR CORROSION THAT MAY RESULT FROM ATMOSPHERIC AND ENVIRONMENTALCONDITIONS NOR THE COMPATIBILITY OF THE PRIMER TO ANY FIELD APPLIED COATING.

THE GENERAL CONTRACTOR AND/OR ERECTOR IS RESPONSIBLE TO SAFELY AND PROPERLY ERECTTHE METAL BUILDING SYSTEM IN CONFORMANCE WITH THESE DRAWINGS, OSHA REQUIREMENTS,AND EITHER MBMA OR CSA S16 STANDARDS PERTAINING TO PROPER ERECTION. TEMPORARYSUPPORTS SUCH AS GUYS, BRACES, FALSEWORK, CRIBBING, OR OTHER ELEMENTS FOR ERECTIONARE TO BE DETERMINED, FURNISHED, AND INSTALLED BY THE ERECTOR. THESE SUPPORTS MUSTSECURE THE STEEL FRAMING, OR PARTLY ASSEMBLED STEEL FRAMING, AGAINST LOADSCOMPARABLE IN INTENSITY TO THOSE FOR WHICH THE STRUCTURE WAS DESIGNED IN ADDITION TOLOADS RESULTING FROM THE ERECTION OPERATION. SECONDARY WALL AND ROOF FRAMING(GIRTS, PURLINS, AND/OR JOISTS) ARE NOT DESIGNED TO FUNCTION AS A WORKING PLATFORM ORTO PROVIDE AS AN ANCHORAGE POINT FOR A FALL ARREST / SAFETY TIE OFF.

a) BUILDING SUPPORTS A CRANE SYSTEM WITH A CAPACITY GREATER THAN 5 TONS.b) BUILDING SUPPORTS MACHINERY THAT CREATES VIBRATION, IMPACT OR

STRESS-REVERSALS ON THE CONNECTIONS. THE ENGINEER-OF-RECORD FORTHE PROJECT SHOULD BE CONSULTED TO EVALUATE FOR THIS CONDITION.

c) THE PROJECT SITE IS LOCATED IN A HIGH SEISMIC AREA. FOR IBC-BASED CODES, "HIGH SEISMICAREA" IS DEFINED AS "SEISMIC DESIGN CATEGORY" OF "D", "E", OR "F". SEE THE "BUILDING LOADS"SECTION OF THIS PAGE FOR THE DEFINED SEISMIC DESIGN CATEGORY FOR THIS PROJECT.

d) ANY CONNECTION DESIGNATED IN THESE DRAWINGS AS "A325-SC" OR "SLIP-CRITICAL (SC)"CONNECTIONS MUST BE FREE OF PAINT, OIL, OR OTHER MATERIALS THAT REDUCE FRICTION ATCONTACT SURFACES. GALVANIZED OR LIGHTLY RUSTED SURFACES ARE ACCEPTABLE.

1) ALL STRUCTURAL STEEL SECTIONS AND WELDED PLATE MEMBERS ARE DESIGNED IN ACCORDANCEWITH ANSI/AISC 360 “SPECIFICATIONS FOR STRUCTURAL STEEL BUILDINGS" OR THE CAN/CSAS16 “LIMIT STATES DESIGN OF STEEL STRUCTURES”, AS REQUIRED BY THE SPECIFIED BUILDING CODE.

2) ALL WELDING OF STRUCTURAL STEEL IS BASED ON EITHER AWS D1.1 “STRUCTURAL WELDINGCODE – STEEL” OR CAN/CSA W59 “WELDED STEEL CONSTRUCTION (METAL ARC WELDING)”, ASREQUIRED BY THE SPECIFIED BUILDING CODE.

3) ALL COLD FORMED MEMBERS ARE DESIGNED IN ACCORDANCE WITH ANSI/AISI 100 OR THECAN/CSA S136 “SPECIFICATIONS FOR THE DESIGN OF COLD FORMED STEEL STRUCTURALMEMBERS”, AS REQUIRED BY THE SPECIFIED BUILDING CODE.

4) ALL WELDING OF COLD FORMED STEEL IS BASED ON AWS D1.3 “STRUCTURAL WELDING CODE –SHEET STEEL” OR CAN/CSA W59 “WELDED STEEL CONSTRUCTION (METAL ARC WELDING)”,AS REQUIRED BY THE SPECIFIED BUILDING CODE.

5) THIS MANUFACTURING FACILITY IS IAS AC-472 ACCREDITED AND CAN/CSA A660 AND W47.1CERTIFIED (IF APPLICABLE) FOR THE DESIGN AND MANUFACTURING OF METAL BUILDING SYSTEMS.

6) IF JOISTS ARE INCLUDED WITH THIS PROJECT, THEY ARE SUPPLIED AS A PART OF THE SYSTEMSENGINEERED METAL BUILDING AND ARE FABRICATED IN ACCORDANCE WITH THE REQUIREMENTSOF SECTION 1926.758 OF OSHA SAFETY STANDARDS FOR STEEL ERECTION DATED JANUARY 18, 2001.

THE DRAWINGS AND THE METAL BUILDING THEY REPRESENT ARE THE PRODUCT OF THE METAL BUILDINGMANUFACTURER. THE REGISTERED PROFESSIONAL ENGINEER’S SEAL PERTAINS ONLY TO THEREQUIREMENTS LISTED HEREIN FOR THE MATERIALS DESIGNED AND SUPPLIED BY THE METAL BUILDINGMANUFACTURER. THE REGISTERED PROFESSIONAL ENGINEER WHOSE SEAL APPEARS ON THESEDRAWINGS IS EMPLOYED OR ENGAGED BY THE METAL BUILDING MANUFACTURER AND DOES NOT SERVEAS OR REPRESENT THE PROJECT ENGINEER OF RECORD AND SHALL NOT BE CONSTRUED AS SUCH.

?? = PART MARK TO BE DETERMINED AND WILL BE UPDATED ON CONSTRUCTION DRAWINGS

MATERIALS

STRUCTURAL STEEL PLATEHOT ROLLED MILLS SHAPESHSS ROUNDHSS RECTANGULARCOLD FORM SHAPESROOF AND WALL SHEETINGBOLTSCABLERODS

IT IS THE RESPONSIBILITY OF THE ERECTOR TO ENSURE PROPER BOLT TIGHTNESS IN ACCORDANCEWITH APPLICABLE REGULATIONS. FOR PROJECTS IN THE UNITED STATES SEE THE RCSCSPECIFICATION FOR STRUCTURAL JOINTS USING A325 OR A490 BOLTS OR FOR PROJECTS IN CANADA,SEE THE CAN/CSA S16 LIMIT STATES DESIGN OF STEEL STRUCTURES FOR MORE INFORMATION.

THE FOLLOWING CRITERIA MAY BE USED TO DETERMINE THE BOLT TIGHTNESS (I.E., "SNUG-TIGHT"OR "FULLY-PRETENSIONED"), UNLESS REQUIRED OTHERWISE BY LOCAL JURISDICTION ORCONTRACT REQUIREMENTS:

SECONDARY MEMBER (PURLIN, GIRT, OPENING FRAMING, ETC.) AND FLANGE BRACE CONNECTIONSMAY ALWAYS BE "SNUG-TIGHT", UNLESS INDICATED OTHERWISE IN THESE DRAWINGS.

A) ALL A490 BOLTS SHALL BE "FULLY-PRETENSIONED".B) ALL A325 BOLTS IN PRIMARY FRAMING (RIGID FRAMES AND BRACING) MAY BE "SNUG-TIGHT",

EXCEPT AS FOLLOWS: "FULLY-PRETENSION" A325 BOLTS IF:

C) IN CANADA, ALL A325 AND A490 BOLTS SHALL BE "FULLY PRE-TENSIONED", EXCEPT FORSECONDARY MEMBERS (PURLINS, GIRTS, OPENING FRAMING, ETC.) AND FLANGE BRACES.

PL = PLATEREQ’D = REQUIREDREV. = REVISIONSIM = SIMILARSL = STEEL LINESLV = SHORT LEG VERTICALTBD = TO BE DETERMINEDTYP = TYPICALU.N.O. = UNLESS NOTED OTHERWISE

A.B. = ANCHOR BOLTSB.U. = BUILT-UPBS = BOTH SIDESDIA = DIAMETERF.S. = FAR SIDEFLG = FLANGEGA. = GAUGEH.S.B. = HIGH STRENGTH BOLTSHT. = HEIGHTLLV = LONG LEG VERTICAL

M.B. = MACHINE BOLTSMAX = MAXIMUMMBS = METAL BUILDING SUPPLIERMIN = MINIMUMN.S. = NEAR SIDEN/A = NOT APPLICABLENIC = NOT IN CONTRACTO.A.L. = OVERALL LENGTHO.C. = ON CENTER

KIRBY BUILDING SYSTEMS

124 KIRBY DRIVEPORTLAND, TN 37148PHONE: 615-325-4165

OHIO (OBC 2017)

20.00

II - STANDARD BUILDINGS

20.00 1.00

1.00

115

89

C

28 38

NO

0.165 0.057

0.176/0.091 D

1.00 B

EQUIVALENT LATERAL FORCE PROCEDURE

NOT DETAILED FOR SEISMIC

OH

MARION

***

CERTIFICATION EXTENDS ONLY FOR THE LOADS SPECIFIED ON KIRBY'S PURCHASE ORDER TO THE STRUCTURAL

COMPONENTS OF THE BUILDING DESIGNED AND SUPPLIED BY KIRBY BUILDING SYSTEMS, IF ERECTED AS

INDICATED. KIRBY'S CUSTOMER IS TO CONFIRM THAT THESE LOADS COMPLY WITH THE REQUIREMENTS OF THE

LOCAL BUILDING DEPARTMENT. NOTE THAT KIRBY'S ENGINEER IS NOT ACTING AS THE ENGINEER OF RECORD FOR

THIS CONSTRUCTION PROJECT. DESIGN LOADS HAVE BEEN APPLIED IN ACCORDANCE WITH THE FOLLOWING.

PROJECT BUILDING LOADS

NOTES:

1) COLLATERAL DEAD LOADS, UNLESS OTHERWISE NOTED, ARE ASSUMED TO BE UNIFORMLY DISTRIBUTED.

WHEN SUSPENDED SPRINKLER SYSTEMS, LIGHTING, HVAC EQUIPMENT, CEILINGS, ETC., ARE SUSPENDED FROM

ROOF MEMBERS, CONSULT THE M.B.S. IF THESE CONCENTRATED LOADS EXCEED 500 POUNDS (USING THE WEBMOUNT DETAIL), OR 200 POUNDS (USING THE FLANGE MOUNT DETAIL), OR IF INDIVIDUAL MEMBERS ARE LOADED

SIGNIFICANTLY MORE THAN OTHERS.

2) THE DESIGN OF STRUCTURAL MEMBERS SUPPORTING GRAVITY LOADS IS CONTROLLED BY THE MORE CRITICAL

EFFECT OF ROOF LIVE LOAD OR ROOF SNOW LOAD, AS DETERMINED BY THE APPLICABLE CODE.

3) ALL WELDING MUST BE PERFORMED BY AWS QUALIFIED WELDERS FOR THE WELDING PROCESSES AND

POSITIONS TO BE USED. ALL WELDING AND WELD PREP MUST BE COMPLETED AND VISUALLY INSPECTED TO AWS

ACCEPTANCE CRITERIA (TABLE 6.1) IN ACCORDANCE WITH THE APPLICABLE AWS STANDARD. WELD ELECTRODES

USED FOR ALL FIELD WELD PROCESSES MUST BE SELECTED FROM TABLE 3.1 IN AWS D1.1 FOR GROUP II MATERIALGREATER THAN OR EQUAL TO 0.125" THICK OR TABLE1.2 IN AWS D1.3 FOR MATERIAL LESS THAN 0.125" THICK AND

ALL FILLER MATERIAL MUST HAVE A Fu OF 70 KSI.

4) ALL EXTERIOR COMPONENTS (WINDOWS, DOORS, ETC) MUST MEET WIND LOADING REQUIREMENTS FOR THEBUILDING CODE LISTED ABOVE OR MUST BE ADEQUATELY PROTECTED DURING A HIGH WIND EVENT. ALL GLAZING

AND OTHER APPLICABLE OPENINGS IN WINDBORNE DEBRIS REGIONS MUST BE IMPACT-RESISTANT OR

PROTECTED WITH AN IMPACT-RESISTANT COVERING. IMPACT RESISTANT MATERIALS MUST MEET THE LARGE

AND/OR SMALL MISSILE TEST OF ASTM E 1996 AND ASTM E 1886.

DESIGN CODE:

ROOF LIVE LOAD:

REDUCIBLE PER CODE

psf RISK CATEGORY:

NOMINAL DESIGN WIND SPEED:

ULTIMATE DESIGN WIND SPEED:

SNOW IMPORTANCE FACTOR, I :

GROUND SNOW LOAD:

WIND EXPOSURE:

psf

S

SNOW EXP. FACTOR, Ce:

mph (Vult)

mph (Vasd)

DESIGN SUCTION / PRESSURE FOR WALL COMPONENTS

AND CLADDING NOT DESIGNED OR PROVIDED BY KBS: + PSF / - PSF

SEISMIC IMP. FACTOR, I :

DESIGN (Sds / Sd1) :

SEISMIC INFORMATION:

UL-90 :

e

Ss: S1:

SEISMIC DESIGN CATEGORY:

SITE CLASS:

STATE:

COUNTY:

BASIC SFRS:

ANALYSIS PROCEDURE:

FOR RISK CATEGORY I OR II

BUILDINGS, IBC ALLOWS FOR

SINGLE STORY BUILDINGS TO

HAVE NO LIMIT FOR SEISMICSTORY DRIFT. PLEASE NOTE

THAT ANY INTERIOR WALLS,

PARTITIONS, CEILINGS, AND

EXTERIOR WALLS SHOULD BE

DETAILED (BY OTHERS) TOACCOMMODATE THIS STORY

DRIFT.

***

BLDG. (psf)

ROOF DEAD

Pri (psf) Sec (psf) Ct Cs Ps (psf)

SNOW LOAD

Pm (psf) Enclosure

WIND

GCpi R

SEISMIC

Cs V (kips)***

BUILDING SPECIFIC LOADING INFORMATION

* DEAD LOAD: NORMAL WEIGHT OF METAL BUILDING COMPONENTS, NOT INCLUDING PRIMARY FRAMING,

AS SUPPLIED BY THE MANUFACTURER

** Pm IS BASED ON THE MINIMUM ROOF SNOW LOAD CALCULATED PER BUILDING CODE OR THE

CONTRACT-SPECIFIED ROOF SNOW LOAD, WHICHEVER IS GREATER. THIS VALUE, Pm, IS ONLY APPLIEDIN COMBINATION WITH DEAD AND COLLATERAL LOADS. ROOF SNOW IN OTHER LOADING CONDITIONS

IS DETERMINED PER THE SPECIFIED BUILDING CODE.

NUMBERSHEET

DESCRIPTION

CONTENTS

AB1 ANCHOR BOLT PLAN

C1 - C2 COVER SHEET(S)

E1 - E10 ERECTION DRAWINGS

D1 - D4 ERECTION DETAILS

S1 - S6 SHEETING & LINER DRAWINGS

SD1 - SD5 SHEETING & LINER DETAILS

ROOF DRAINAGE DESIGNED FOR NEW BUILDING ONLY. EXISTING GUTTERS AND

DOWNSPOUTS TO REMAIN.

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SPECIAL INSPECTION:4.

SPECIAL INSPECTIONS AND TESTING THAT MAY BE REQUIRED BY GOVERNMENTAL OR OTHER AUTHORITYDURING CONSTRUCTION AND/OR STEEL FABRICATION (COLLECTIVELY, "INSPECTIONS") ARE NOT THERESPONSIBILITY OF NBG, AND TO THE EXTENT REQUIRED IT SHALL BE THE RESPONSIBILITY OF THE BUILDERAND/OR OWNER. IN THE EVENT INSPECTIONS ARE REQUIRED, THE BUILDER AND/OR OWNER SHALL EMPLOY ATHIRD PARTY QUALITY ASSURANCE TESTING AGENCY APPROVED BY THE RELEVANT AUTHORITY. IF SUCHREQUIREMENTS ARE NOT SPECIFICALLY INCLUDED IN NBG SALES DOCUMENTS, NO INSPECTIONS BY NBG ORAT ANY NBG FACILITY SHALL BE MADE. ALL NBG FACILITIES ARE ACCREDITED BY IAS AC472.

Ga.26 KIRBY RIB (KR2)

POLAR WHITE, SMP (PW)

POLAR WHITE, SMP (PW)LINER TRIM:

01/22/2021

ROOF STITCH FASTENERSROOF MEMBER FASTENERS

MISCELLANEOUS FASTENERS

WALL STITCH FASTENERSWALL MEMBER FASTENERS

12 - 14 x 1 14" TCP2 w/o WASHER

(UNPAINTED)

H1040

ANCHOR BOLT DRAWINGS:

AN1. ALL DIMENSIONS ARE OUT TO OUT OF STEEL. IF CONCRETENOTCH IS REQUIRED, THEN THE REQ'D DIMENSIONS SHOULD BE

ADDED TO OBTAIN THE OUT TO OUT OF CONCRETE DIMENSIONS.

AN2. THE ANCHOR BOLT PLAN INDICATES WHERE THE ANCHOR

BOLTS ARE TO BE PLACED AS WELL AS THE FOOTPRINT OF THEMETAL BUILDING. IT IS ESSENTIAL THAT THESE BOLT PATTERNS BEFOLLOWED. IF THESE SETTINGS DIFFER FROM THEARCHITECTURAL FOUNDATION PLANS, THE METAL BUILDING

MANUFACTURER MUST BE CONTACTED IMMEDIATELY - BEFORECONCRETE IS PLACED.

AN3. EACH SPECIFIED ANCHOR BOLT DIAMETER ASSUMES F1554

GRADE 36 UNLESS NOTED OTHERWISE. ANCHOR BOLTS OF EQUALDIAMETER THAT EXCEED THE F1554-36 STRENGTH REQUIREMENTMAY BE USED AT THE DISCRETION OF THE FOUNDATION ENGINEER.

AN4. FOUNDATION DESIGN SHALL BE THE RESPONSIBILITY OF AREGISTERED PROFESSIONAL ENGINEER FAMILIAR WITH LOCAL SITECONDITIONS, NOT THE METAL BUILDING MANUFACTURER.

AN5. THE METAL BUILDING MANUFACTURER IS NOT RESPONSIBLEFOR ANCHOR BOLTS (INCLUDING WASHERS AND NUTS), EXPANSIONBOLTS, EMBEDMENT PLATES, NOR ANY OTHER MATERIALS THATMAY BE CONSIDERED PART OF THE FOUNDATION.

AN6. THE ANCHOR BOLT LOCATIONS SHOWN SATISFY PERTINENTREQUIREMENTS OF THE DESIGN OF THE METAL BUILDING. IT IS THERESPONSIBILITY OF THE FOUNDATION ENGINEER TO MAKE CERTAIN

THAT SUFFICIENT CONCRETE EDGE DISTANCE IS PROVIDED FORALL ANCHOR BOLTS.

AN7. SEE DETAILS FOR COLUMN ORIENTATION.

CROSS-SECTION DRAWINGS:

XS1. ALL MAIN FRAME CONNECTION BOLTS ARE A325 BOLTSUNLESS 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 STOREDAND USED AT THE TIME OF FUTURE EXPANSION.

ROOF PANEL LAYOUTS:

RP1. FOR STANDING SEAM ROOF PANELS, REFERENCE THEAPPROPRIATE ERECTION MANUAL FOR ERECTION PROCEDURES.

RP2. A COPY OF KIRBY'S STANDING SEAM CHECKLIST CAN BEFOUND IN THE STANDING SEAM ERECTION MANUAL SENT WITHEACH PROJECT. TO ENSURE YOUR INSTALLER HAS A THOROUGHUNDERSTANDING OF THE STANDING SEAM SYSTEM, PLEASE

REVIEW THE DETAILS PROVIDED IN THE ERECTION DRAWINGS ANDTHE STANDING SEAM MANUAL. HAVE THE ERECTOR OR YOURPROJECT 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 MEMBERSSUCH 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 ORWORKING PLATFORMS. NEVER STAND OR WALK ON METAL BUILDING

PANELS BETWEEN SUPPORTS UNLESS THE PANELS ARE FIRMLYFASTENED AT BOTH ENDS AND BOTH SIDES.

GN11. BEFORE INSTALLATION OF WALL PANELS, IT IS IMPORTANT

TO REFERENCE WALL PANEL FASTENER LAYOUT DETAILS TOINSURE 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 OFCLH 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 THATWILL BE VISIBLE.

GN17. SHEETING AND TRIM FASTENERS ARE THE SAME COLOR ASTHE FIRST PIECE OF SHEET METAL THROUGH WHICH THE FASTENERPASSES.

GN18. BRONZE COLORED TUBE SEALANT IS PROVIDED FOR DARKBRONZE (DB) AND BURNISHED SLATE (BS) SHEETING AND TRIMAPPLICATIONS. WHITE TUBE SEALANT IS PROVIDED FOR ALL OTHERCOLORS.

GN19. FASTENERS FOR ALL TRIM ARE REQUIRED AT 12" ON CENTERUNLESS NOTED OTHERWISE. USE TUBE SEALANT AT ALL TRIMSPLICES.

GN20. ALL FIELD LOCATED FRAMED OPENINGS MUST BE LOCATEDTO FACILITATE PROPER INSTALLATION OF THE COLUMN ANDRAFTER FLANGE BRACES, THE LONGITUDINAL BRACING AND OTHER

STRUCTURAL MEMBERS LOCATED IN THE WALLS AND ROOF. THEFLANGE BRACES, LONGITUDINAL BUILDING BRACING, AND OTHERSTRUCTURAL MEMBERS IN THE WALLS AND ROOF ARE INTEGRALCOMPONENTS OF THE STRUCTURAL INTEGRITY OF THE BUIDING

SYSTEM AND CANNOT BE MODIFIED, ADJUSTED, OR RELOCATED TOACCOMMODATE FIELD LOCATED FRAMED OPENINGS.

ROOF CURBS:

RC1. ROOF CURBS ON STANDING SEAM ROOF SYSTEMS AREDESIGNED TO MOVE IN CONJUNCTION WITH THE ROOF SYSTEM

DURING EXPANSION AND CONTRACTION. FOLLOW FASTENINGINSTRUCTIONS IN THE STEPS ABOVE. ENSURE THAT NO FASTENERSATTACH CURB COMPONENTS TO ROOF SECONDARY (EX. PURLINS)

AS THIS WILL RESTRICT MOVEMENT OF THE CURB SYSTEM.

RC2. UPON FINAL INSPECTION OF CURB INSTALLATION, MAKE SUREENTIRE 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 INSTALLATIONFOR ROOF CURBS IS SHOWN, ACCORDING TO WHICH KBS WILL

SUPPLY HAT CHANNELS AND THE FASTENERS FOR ATTACHINGTHEM. IF YOUR CURB VARIES FROM THE SECTIONS SHOWN, YOUMAY NEED TO MAKE MODIFICATIONS TO THE MATERIAL SUPPLIED.

MEZZANINE LAYOUTS:

MZ1. MEZZANINE JOISTS ARE TO BE FIELD WELDED IN POSITIONUNLESS OTHERWISE NOTED. REFERENCE THE ERECTION DETAILS

AS THEY ARE APPLIED ABOVE, SINCE SOME AREAS MAY BE BOLTEDWHILE OTHERS ARE WELDED.

MZ2. ALL JOIST BRIDGING TO BE FIELD WELDED, UNLESS NOTED

OTHERWISE. ALL BRIDGING AND BRIDGING ANCHORS SHALL BECOMPLETELY INSTALLED BEFORE CONSTRUCTION LOADS ARE TOBE PLACED ON JOISTS.

MZ3. FLOOR DECKING FURNISHED BY MANUFACTURER WILL BEFASTENED TO JOIST WITH WELD WASHERS UNLESS NOTEDOTHERWISE. FLOOR DECKING SHALL BE ANCHORED TO

SUPPORTING MEMBERS WITH 5/8" DIAMETER PUDDLE WELDS OREQUIVALENT AT ALL EDGE RIBS PLUS A SUFFICIENT NUMBER OFINTERIOR RIBS.

MZ4. THE EDGE ANGLE HAS BEEN DESIGNED ONLY TO RESIST THEFORCES IMPOSED DURING THE PLACEMENT AND CURING OF THECONCRETE FLOOR OF THE MEZZANINE. IT HAS NOT BEEN DESIGNEDFOR 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 THEERECTOR DURING THE ERECTION OF THE BUILDING.

GN4. ALL CONNECTION BOLTS OR FIELD WELDS, PURLINS AND ALL

FLANGE BRACES MUST BE PROPERLY INSTALLED ON MAIN FRAMESAS THEY ARE ERECTED AND BEFORE ERECTION LOADS AREAPPLIED.

GN5. REFER TO THE ERECTION DETAILS FOR BOLT AND WASHERREQUIREMENTS AT SECONDARY TO PRIMARY FRAMINGCONNECTIONS.

HANGER DETAILS NOTES:

HD1. HANGER DETAILS ARE A SUGGESTED MEANS OF ATTACHMENTONLY. 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 DESIGNEDFOR THE REQUIRED HANGER LOADS. CONTACT KBS FORSUSPENDED LOADS THAT EXCEED THE DESIGN COLLATERAL LOAD

SPECIFIED FOR THIS PROJECT.

HD3. PURLIN LIPS AND JOIST CHORD MEMBERS MUST NEVER BEDISTORTED.

HD4. ROD HANGERS MUST HANG VERTICALLY, AND OFTEN MUST BEBENT TO ACHIEVE THIS. KBS IS NOT RESPONSIBLE FOR THE DESIGNOR ADEQUACY OF THE BENT ROD HANGER.

HD5. COLLATERAL DEAD LOADS ARE ASSUMED TO BE UNIFORMLYDISTRIBUTED.

HD6. WHEN SUSPENDED SPRINKLER SYSTEMS, LIGHTING, HVACEQUIPMENT, CEILINGS, ETC. ARE SUSPENDED FROM ROOFMEMBERS, CONSULT KBS ENGINEERING IF ANY CONCENTRATEDLOAD 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 JOISTANGLES

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 EACHSIDE OF JOIST, FIELD WELDEDTO JOIST AS SHOWN

CONCENTRATED LOAD

HANGER DETAILS AT JOISTSMAX. ROOF SLOPE = 2:12

400# CAPACITY WHEN ROD HANGER IS WITHINCENTER 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 = 8:12

HANGER DETAIL BETWEEN PURLINS

ROOF SLOPE UP TO 4:12375# CAPACITY

ROOF 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


HANGER DETAIL AT PURLIN

ROOF SLOPE UP TO 4:12

250# CAPACITY WITHOUT SUPPORT ANGLE500# CAPACITY WITH SUPPORT ANGLEROOF SLOPE ABOVE 4:12

250# 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



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 PIPEHANGER(MODEL SWXP 35)



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)REQUIREDAT LOADS > 50 LBS.

PURLIN



USAGE:

SECONDARY TO SECONDARY

ATTACHMENT

ROOF STITCH FASTENERSROOF MEMBER FASTENERS

14 - 14 x 7

8" TCP1 w/ WASHER

(LONG LIFE)

H1050

H1025

14 - 14 x 2" TCP3 w/o WASHER

14 - 14 x 11

4" TCP3 w/ WASHER

(LONG LIFE)

H1073

USAGE:

PANEL / TRIM TO SUPPORT

MEMBER

USAGE:

TRIM / FLASHING TO PANEL,

UNBACKED PANEL / TRIM LAPS

USAGE:

PANEL CLIP TO SUPPORT

MEMBER

WALL STITCH FASTENERSWALL MEMBER FASTENERS

USAGE:

PANEL TO SUPPORT MEMBER

USAGE:

TRIM / FLASHING TO PANEL,

UNBACKED PANEL / TRIM LAPS

12 - 14 x 2" TCP3 w/o WASHER

H1045

14 - 14 x 7

8" TCP1 w/o WASHER

H1060

H1020

14 - 14 x 11

4" TCP3 w/o WASHER

USAGE:

PANEL CLIP TO SUPPORT

MEMBER

14 - 14 x 11

4" SHOULDER TEK2

w/o WASHER

H1076

USAGE:

RAKE SUPPORT TO RAKE ANGLE

12 - 14 x 1 14" TCP3 w/o WASHER

H1040

USAGE:

PANEL TO SUPPORT MEMBER

C2

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US

AG

E A

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01/22/2021

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NA

ME

CU

ST

OM

ER

NA

ME

DR

AW

ING

STA

TU

S

SH

EE

TD

RA

WIN

G T

ITL

E

FO

R C

ON

ST

RU

CT

ION

K2

0G

07

55A

ST

EV

EN

S C

ON

ST

RU

CT

ION

CO

. IN

C.

MA

RIO

N, O

H 4

33

02

13

39

EA

ST

FA

IRG

RO

UN

DS

RD

.

(61

5) 3

25

-41

65

64

GENERAL NOTES:AN4. FOUNDATION DESIGN SHALL BE THE RESPONSIBILITY OF A REGISTERED PROFESSIONAL ENGINEER

FAMILIAR WITH LOCAL SITE CONDITIONS, NOT THE METAL BUILDING MANUFACTURER.AN1. 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.AN5. 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.

AN2. THE ANCHOR BOLT PLAN 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. AN6. 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.AN3. 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. AN7. DRAWINGS ARE NOT TO SCALE. SEE DETAILS FOR COLUMN ORIENTATION.

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 SHAPEIS TO BE DETERMINEDBY THE FOUNDATIONENGINEER.

BOTTOM OFBASE PLATE

AS REQ'D

QTY.

3/4"

1"

1/2"

2-1/2"

3-1/2"

3-1/2"

3"

ANCHOR BOLT EMBEDMENT LENGTH "D" IS TO BEDETERMINED BY THE FOUNDATION ENGINEER.

PROJECTION

( P)

*

*N/A

RE

LEA

SE

/ R

EV

ISIO

NE

NG

DA

TE

AN

CH

OR

BO

LT

PL

AN

AB

1

0A

NC

HO

R B

OLT

DU

G/D

UG

LMF

11/0

4/20

20

2C

ON

ST

RU

CT

ION

JBA

/CJL

LMF

12/0

8/20

20

1P

ER

MIT

SD

UG

/DU

GLM

F11

/04/

2020

NOTE: ALL BASE PLATES @ 100'-0" (U.N.)

ANCHOR BOLT PLAN

FINISHED FLOOR @ 100'-0"

E X I S T I N G B U I L D I N G

25'-0" 25'-0" 25'-0" 25'-0"

100'-0"

25'-0" 25'-0" 25'-0" 25'-0"

80'-0"

20'-0"

20'-0"

20'-0"

20'-0"

1'-4"

18'-8"

1'-4"

18'-8"

4'-0"

12'-0"

4'-0"

20'-0"

20'-0"

20'-0"

20'-0"

1'-4"

18'-8"

OUT-TO-OUT OF STEEL

OU

T-T

O-O

UT

OF

ST

EE

L

OP

EN

X-BRACING

X-BRACING

X-B

RA

CIN

G

X-B

RA

CIN

G

1 2 3 4 5

1 2 3 4 5

A

B

C

D

E

A

B

C

D

E

11 1

/2"

78'-1"

11 1

/2"

24'-0" 1'-0"

DIA. ANCHOR ROD3/4"

ELEVATION = 100'-0"

A

11 1/2"

8"

1 1

/2"

1 1

/2"

3"

3 1

/2"

8" 1'-0 1/4"

1'-4"

SIDEWALL

EN

DW

ALL

DIA. ANCHOR ROD3/4"

ELEVATION = 100'-0"

B

11 1/2"

8"

1 1

/2"

1 1

/2"

3"

3 1

/2"

8" 1'-0 1/4"

EN

DW

ALL

DIA. ANCHOR ROD3/4"

ELEVATION = 100'-0"

C

11 1

/2" 10"

1 1/2" 1 1/2"

3"

3 1/2"

8"

1'-1"

SIDEWALL

DIA. ANCHOR ROD3/4"

ELEVATION = 100'-0"

D

11 1

/2"

8"

1 1/2" 1 1/2"

3"

3 1/2"

8"

1'-1"

SIDEWALL

DIA. ANCHOR ROD3/4"

ELEVATION = 100'-0"

E

11 1

/2" 8"

1 1/2" 1 1/2"

3"

3 1/2"

8"

9 1

/2"

1'-0"

SIDEWALL

EN

DW

ALL

8"

WA

LL

OP

EN

ING

2"

4"

2"

AP

PR

OX

.

ELEVATION = 100'-0"

F

(2) 1/2"Ø ANCHOR RODS (FIELD DRILL

FOUNDATION, MASONRY, ETC. AS REQ'D)

1 1

/4"

A

B

A

B

B

F

F

B

A

B

B

C

D

C

D

C

D

E

(HO

LD

TH

IS D

IM. A

T L

INE

S

2-4

)

ENGINEER: LMFDATE: 1/19/2021

01/22/2021

ENDWALL CROSS SECTION AT LINE 1

LO

W E

AV

E

HIG

H E

AV

E /

TIE

-IN

EX

IST

ING

BU

ILD

ING

LO

W E

AV

E

(4) 1/2 X 2 A325T

PLATE SIZE

GENERAL DETAILS

A

E1

SH

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CT

NA

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ac M

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(4) 1/2 X 2 A325T

RE

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A00030

8" X 1/4

A00010

PLATE SIZE

(4) 1/2 X 2 A325T

AG0003

SPLICE BOLT TABLE

SPLICE BOLTS CLEAR TO F.F.

19'-1 1/2" 8" X 1/4 N/A

B (4) 3/4 X 3 A325T 20'-0 13/16" 6" X 3/8 6" X 3/8

C 19'-10 13/16" 8" X 1/4 N/A

D (4) 3/4 X 3 A325T 20'-10 13/16" 6" X 3/8 6" X 3/8

E 20'-8 13/16" 8" X 1/4 N/A

F (4) 3/4 X 3 A325T 21'-8 13/16" 6" X 3/8 6" X 3/8

G (4) 1/2 X 2 A325T 21'-6 13/16" 8" X 1/4 N/A

H (4) 1/2 X 2 A325T 22'-4 1/8" N/A

NOTE: USE (1) EACH FBL & FBN CLIPS W/ (3) 1/2" A325 BOLTS AT EACH FRAME BRACE LOCATION WHERE

REQUIRED FOR LINER OR INSULATION (SEE AG0105 OR AG0110)

FBJ-3

1'-4"

5'-9

"

20

'-8

" 24

'-0

"

EC

C-3

(12

S10

5)

FBC42

20'-0" 1'-4"

ERW-2 (W8X10)

FBE06

FBE06

18'-8"20'-0"18'-8"

(SIM.)

2'-5"

3'-9

"

AG0010

FBE06

12

FBC42

16@4'-9"

A

E

H

AG0060

1/2

ERW-4 (W8X10)ERW-3 (W8X10)

ERW-1 (W8X10)

EC

C-5

(12

S0

75

)

EC

C-4

(12

S0

99

)

EC

C-2

(12

S12

0)

EC

C-1

(1

2S

089)

FBE06 FBE06 FBE06

FBE06FBE06

FBE06

FBJ-4

FBE06

FBE06

FBE06

FBC42 FBC42FBC42 FBC42

FBC42FBC42

FBC42 FBC42FBC42

BD

F

C

G

(K18

G0

17

8A

)E

XIS

TIN

G B

UIL

DIN

G

AB0020AB0080

AG0170

AG0060

AG0170

(SIM.)

E D C B A

25

'-0"

5'-0

"3

'-9"

1'-4"

2'-8 13/16"

80'-0 13/16"

80'-0"

01/22/2021

RIGID CROSS SECTION AT LINE 2

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LO

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29.00

GENERAL DETAILS

A00030

152.15

A00010

E2

SH

EE

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PR

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239.50

RE

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DA

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0.19

FLANGEOUTSIDE

AG0003

MEMBER SIZE TABLE

NAMEASSEMBLY

THICKWEB

LENGTHWEB

DEPTHWEB

STARTING

DEPTHWEB

ENDING

FLANGEINSIDE

RCB-2 6.00 X 0.31 208.34 12.00 33.00 6.00 X 0.50

0.28 32.50 33.00 33.00

RRB-2 6.00 X 0.38 0.22 240.02 29.00 29.00 6.00 X 0.50

0.22 239.10 29.00 29.00 6.00 X 0.50

RRB-1 6.00 X 0.38 0.22 29.00 29.00 6.00 X 0.50

0.22 29.00 6.00 X 0.50

RCB-1 10.00 X 0.38 0.22 240.01 12.00 37.47 10.00 X 0.50

0.31 38.76 37.47 38.00

NOTE: PARTS ARE LISTED FROM LOW END.

NOTE: UNITS ARE DECIMAL INCH.

SPLICE BOLT TABLE

SPLICE BOLTS CLEAR TO F.F. PLATE SIZE PLATE SIZE

A (8) 7/8 X 3 A325T 17'-4 13/16" 6" X 5/8 6" X 5/8

B (16) 3/4 X 3 A325T 19'-1 5/16" 6" X 1/2 6" X 1/2

C (12) 3/4 X 3 A325T 20'-5 1/2" 10" X 5/8 8" X 5/8



RC

B-1

RC

B-2

FBC50

8"

1/2

FBC50

12

FBC50FBC50

AG0105

3'-9"

FBC50

RRB-1

C

FBC40

B

A

RRB-2

FBC34

25'-0"

8" 1'-0 7/8"

(K18

G0

17

8A

)E

XIS

TIN

G B

UIL

DIN

G

80'-0 13/16"

20

'-8

1/8

"

80'-0"

1'-0 13/16"

72'-7 5/16"

FBC50FBC50

FBC50

AG0010

AG0030

AE

24'-0"

2'-5

"5'-9"

5'-0"

3'-9

"

20'-8"

1'-4"

16@4'-9"

2'-8 13/16"

17'-7

7/8

"

3'-10 7/8"3'-5 13/16"

01/22/2021


HIG

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-IN

EX

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BU

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LO

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E

LO

W E

AV

E

6.00 X 0.50

37.47

A00030

E3

SH

EE

T

PR

OJE

CT

NA

ME

Ce

nM

ac M

eta

l Wo

rks A

dd

itio

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CU

ST

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ER

NA

ME

ST

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EN

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ON

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CT

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IN

C

JO

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R

K20G

0755A

DR

AW

ING

STA

TU

S

FO

R C

ON

ST

RU

CT

ION

13

39

Ea

st F

airg

rou

nd

s R

d

RIG

ID C

RO

SS

SE

CT

ION

AT

LIN

E 3

DR

AW

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TIT

LE

AD

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ES

S

Ma

rio

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(615)

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07

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9pm

239.10

RE

LE

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NG

DA

TE

6.00 X 0.38

12.00

GENERAL DETAILS

208.34

A00010

AG0003

29.00

MEMBER SIZE TABLE

NAMEASSEMBLY

FLANGEOUTSIDE

THICKWEB

10.00 X 0.38

LENGTHWEB

DEPTHWEB

STARTING

DEPTHWEB

ENDING

FLANGEINSIDE

RCB-2 6.00 X 0.31 0.19 33.00

0.28 32.50 33.00 33.00

RRB-2

29.00

20'-5 1/2"

6.00 X 0.38 0.22 240.02 29.00 29.00 6.00 X 0.50

29.00

0.22 29.00

0.22

29.00

0.22

6.00 X 0.50

RRB-1 0.22 239.50 29.00 6.00 X 0.50

152.15 6.00 X 0.50

RCB-1 240.01 12.00 37.47 10.00 X 0.50

0.31 38.76 38.00



SPLICE BOLT TABLE


A (8) 7/8 X 3 A325T 17'-4 13/16" 6" X 5/8 6" X 5/8

B (16) 3/4 X 3 A325T 19'-1 5/16" 6" X 1/2 6" X 1/2

C (12) 3/4 X 3 A325T 10" X 5/8 8" X 5/8



FBC50

(K1

8G

01

78

A)

EX

IST

ING

BU

ILD

ING

80'-0 13/16"

AG0030

20'-8

1/8

"

80'-0"

1'-0 7/8"

RC

B-2

AG0105

RRB-2

RRB-1

FBC34

B

5'-0

"

1'-4"

A

FBC50

16@4'-9"

A

C

FBC40

FBC50FBC50

72'-7 5/16"

FBC50

12

2'-8 13/16"

1'-0 13/16"

1/2

RC

B-1

FBC50

FBC50FBC50

AG0010

E

24'-0

"

25

'-0

"

2'-5

"5'-9

"3

'-9

"3'-9"

20'-8

"

17

'-7

7/8

"

8"

3'-10 7/8"3'-5 13/16"

8"

01/22/2021


EX

IST

ING

BU

ILD

ING

LO

W E

AV

E

HIG

H E

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TIE

-IN

LO

W E

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E

RCB-3

A00010

FLANGEINSIDE

(8) 7/8 X 3 A325T

37.47

33.00

E4

SH

EE

T

PR

OJE

CT

NA

ME

Ce

nM

ac M

eta

l Wo

rks A

dd

itio

n

CU

ST

OM

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ME

ST

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EN

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ON

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0755A

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FO

R C

ON

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RU

CT

ION

13

39

Ea

st F

airg

rou

nd

s R

d

RIG

ID C

RO

SS

SE

CT

ION

AT

LIN

E 4

DR

AW

ING

TIT

LE

AD

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ES

S

Ma

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33

02

(615)

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165

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020

07

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2pm

RE

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DA

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0.19

10.00 X 0.38

DEPTHWEB

ENDING

GENERAL DETAILS

RCB-4

A00030

AG0003

MEMBER SIZE TABLE

29.00

NAMEASSEMBLY

37.47

FLANGEOUTSIDE

THICKWEB

LENGTHWEB

0.22

DEPTHWEB

STARTING

6.00 X 0.31 208.34 12.00

240.01

RRB-3

33.00 6.00 X 0.50

29.00

B

0.28 32.50

0.22

33.00

RRB-4

29.00

6.00 X 0.38

29.00

8" X 5/8

0.22 240.02 29.00

152.15

29.00 6.00 X 0.50

0.22

0.22 239.10 6.00 X 0.50

6.00 X 0.38 239.50 29.00 6.00 X 0.50

29.00 6.00 X 0.50

12.00 10.00 X 0.50

0.31 38.76 38.00



SPLICE BOLT TABLE


A 17'-4 13/16" 6" X 5/8 6" X 5/8

(16) 3/4 X 3 A325T 19'-1 5/16" 6" X 1/2 6" X 1/2

C (12) 3/4 X 3 A325T 20'-5 1/2" 10" X 5/8



FBC40

12

1'-0 7/8"

3'-9

"2'-5

"

8"

AG0030

RRB-4

RRB-3

FBC34

FBC50

A

RC

B-4

FBC50

B

A

FBC50FBC50

FBC50

25'-0"

C

72'-7 5/16"

FBC50AG0010

3'-10 7/8"

8"

(K1

8G

017

8A

)E

XIS

TIN

G B

UIL

DIN

G

AG0105

1/2

RC

B-3

FBC50

FBC50

E

24

'-0"

5'-9"

5'-0"

3'-9"

20

'-8"

1'-4"

16@4'-9"

2'-8 13/16"

80'-0 13/16"

17'-7

7/8

"

20

'-8

1/8

"

3'-5 13/16"

80'-0"

1'-0 13/16"

01/22/2021

ENDWALL CROSS SECTION AT LINE 5

HIG

H E

AV

E /

TIE

-IN

EX

IST

ING

BU

ILD

ING

LO

W E

AV

E

LO

W E

AV

E

A00030

8.00 X 0.259.00

A00010

9.00

THICKWEB

E5

SH

EE

T

PR

OJE

CT

NA

ME

Ce

nM

ac M

eta

l Wo

rks A

dd

itio

n

CU

ST

OM

ER

NA

ME

ST

EV

EN

S C

ON

ST

RU

CT

ION

CO

IN

C

JO

B N

UM

BE

R

K20G

0755A

DR

AW

ING

STA

TU

S

FO

R C

ON

ST

RU

CT

ION

13

39

Ea

st F

airg

rou

nd

s R

d

EN

DW

ALL C

RO

SS

SE

CT

ION

AT

LIN

E 5

DR

AW

ING

TIT

LE

AD

DR

ES

S

Ma

rio

n, O

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33

02

(615)

325-4

165

12

/08/2

020

07

:32:2

5pm

(4) 1/2 X 2 A325T

RE

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AS

E / R

EV

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DA

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AG0003

GENERAL DETAILS

ECB-1

8" X 1/4

MEMBER SIZE TABLE

NAMEASSEMBLY

FLANGEOUTSIDE

LENGTHWEB

(4) 3/4 X 3 A325TDEPTHWEB

STARTING

DEPTHWEB

ENDING

FLANGEINSIDE

8.00 X 0.25 0.136" X 3/8

240.00 9.00

(4) 3/4 X 3 A325T

0.13 31.02(4) 3/4 X 3 A325T

9.00


NOTE: UNITS ARE DECIMAL INCH. N/A

20'-0 13/16"

N/A

6" X 3/8

21'-6 13/16"

B

SPLICE BOLT TABLE


A 19'-1 1/2"

C (4) 1/2 X 2 A325T 19'-10 13/16" 8" X 1/4 N/A

D 20'-10 13/16" 6" X 3/8 6" X 3/8

E (4) 1/2 X 2 A325T 20'-8 13/16" 8" X 1/4

F 21'-8 13/16" 6" X 3/8 6" X 3/8

G (4) 1/2 X 2 A325T 8" X 1/4 N/A

H (4) 1/2 X 2 A325T 22'-7 8" X 3/8 N/A



AG0060

EC

C-6

(12

S1

20

)

FBE06

FBE06

9 1/2"

24'-0"

2'-5

"

FBE06

C

FBC42

ERW-5 (W8X10)

FBE06

20'-0"20'-0"1'-4"

FBC42

(K18

G0

17

8A

)E

XIS

TIN

G B

UIL

DIN

G

FBC42

20'-0"18'-8"

3'-9"

12

AB0020

AB0580X

AG0010

FBE06 FBE06

FBE06

B

FBC42

1/2

EC

B-1

ERW-4 (W8X10)ERW-3 (W8X10)

ERW-2 (W8X10)

EC

C-9

(12

S07

5)

EC

C-8

(12

S0

99

)

EC

C-7

(12

S1

05

)

FBE06 FBE06 FBE06

FBE06

FBC42FBC42 FBC42 FBC42

FBC42FBC42

FBC42

DF

H

AC

EG

AG0170

AB0080

E D B A

3'-9

"

25'-0

"

5'-9"

5'-0"

20'-8"

1'-4"

16@4'-9"

2'-8 13/16"

80'-0 13/16"

22'-7

3/4

"

8"

80'-0"

01/22/2021

ROOF FRAMING PLANA00020

E6

SH

EE

T

PR

OJE

CT

NA

ME

Ce

nM

ac M

eta

l Wo

rks A

dd

itio

n

CU

ST

OM

ER

NA

ME

ST

EV

EN

S C

ON

ST

RU

CT

ION

CO

IN

C

JO

B N

UM

BE

R

K20G

0755A

DR

AW

ING

STA

TU

S

FO

R C

ON

ST

RU

CT

ION

13

39

Ea

st F

airg

rou

nd

s R

d

RO

OF

FR

AM

ING

PLA

N

DR

AW

ING

TIT

LE

AD

DR

ES

S

Ma

rio

n, O

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33

02

(615)

325-4

165

12

/08/2

020

07

:32:3

6pm

GENERAL DETAILS

RE

LE

AS

E / R

EV

ISIO

NE

NG

DA

TE

A00010

C

(2)

E

20'-0"

5

20

'-0"

PB833

BB0050 BB0055

80

'-0

"

2D

1D

C

B

BB0055

D1

BB0050

ACTUALSHOWN

RD05-1

3

20'-0"

20'-0

"

AF0010

D1

24'-0"

(2)PB857

LAP TYP U.N.4'-0 - 4'-0

4

E

20

'-0

"

BB0055

(K18G0178A)EXISTING BUILDING

A

24'-0"

S1

D1

D1

D1

RD05-2

D1

D1

1'-0"

RD05-2

EAVE STRUT LINE (SEE S.W.)

80

'-0

"

S1

RD05-3

D1

D1

D1

D1

D1

D1

D1

D1

D1

D1

D1

D1

D1

D1

D1

S1

S1

100'-0"

S1

S1

D1

D1

D1

D1

D1

D1

D1

D1

D1

D1

D1

D1

D1

D1

D1

D1

S1

S1

S1

S1

D1

D1

D1

D1

D1

D1

D1

D1

D1

D1

D1

D1

D1

D1

D1

S1

S1

S1

S1

D1

D1

D1

D1

D1

D1

D1

D1

D1

D1

D1

S1

S1

RD05-2

RD05-3

RD05-2

RD05-1

BE0001

D

B

A

1

SHORTENED MARKS

S1

PLANE NAME: R50

LAP TYP U.N.4'-0 - 4'-0

LAP TYP U.N.2'-0 - 2'-0(17) REQUIRED

80Z-3 (U.N.)(17) REQUIRED



80Z-4 (U.N.)

20

'-0

"

20'-0

"20

'-0"

25'-0"25'-0"1'-0"

01/22/2021

SIDEWALL FRAMING ELEVATION AT LINE A

HIG

H E

AV

E /

TIE

-IN

E7

SH

EE

T

PR

OJE

CT

NA

ME

Ce

nM

ac M

eta

l Wo

rks A

dd

itio

n

CU

ST

OM

ER

NA

ME

ST

EV

EN

S C

ON

ST

RU

CT

ION

CO

IN

C

JO

B N

UM

BE

R

K20G

0755A

DR

AW

ING

STA

TU

S

FO

R C

ON

ST

RU

CT

ION

13

39

Ea

st F

airg

rou

nd

s R

d

SID

EW

ALL F

RA

MIN

G E

LE

VA

TIO

N A

T L

INE

A

DR

AW

ING

TIT

LE

AD

DR

ES

S

Ma

rio

n, O

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33

02

(615)

325-4

165

12

/08/2

020

07

:32:3

9pm

RE

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AS

E / R

EV

ISIO

NE

NG

DA

TE

AF0010

PLANE NAME: M50

RC

B-3

24'-4"

BCS07

RD05

-7

AF0020

25'-0"

4

1'-0"

OPEN

TO

EXIS

TING

OPEN

TO

EXIS

TING

1

EC

C-1

RC

B-1

5

RD05-3

OPEN

TO

EXIS

TING

OPEN

TO

EXIS

TING

RC

B-1

EC

B-1

23

24

'-0

"

100'-0"

8"25'-0"24'-0"

01/22/2021

SIDEWALL FRAMING ELEVATION AT LINE E

LO

W E

AV

E

A00030

E8

SH

EE

T

PR

OJE

CT

NA

ME

Ce

nM

ac M

eta

l Wo

rks A

dd

itio

n

CU

ST

OM

ER

NA

ME

ST

EV

EN

S C

ON

ST

RU

CT

ION

CO

IN

C

JO

B N

UM

BE

R

K20G

0755A

DR

AW

ING

STA

TU

S

FO

R C

ON

ST

RU

CT

ION

13

39

Ea

st F

airg

rou

nd

s R

d

SID

EW

ALL F

RA

MIN

G E

LE

VA

TIO

N A

T L

INE

E

DR

AW

ING

TIT

LE

AD

DR

ES

S

Ma

rio

n, O

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33

02

(615)

325-4

165

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/08/2

020

07

:32:4

3pm

RE

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AS

E / R

EV

ISIO

NE

NG

DA

TE

A00010

GENERAL DETAILS

C00010

HEIGHT

1

CC1010

LAP TYP U.N.1'-7 3/4" - 1'-7 3/4"

4'-0

EC

C-5

(1) ESW01

LAP TYP U.N.1'-7 3/4" - 1'-7 3/4"

FJC

-1

SILL HEIGHT

1

(2) ESW01

8"24'-4"

(3) REQUIRED80Z-6 (U.N.)

LAP TYP U.N.1'-7 3/4" - 1'-7 3/4"

80Z-7

80E1-1


5'-9"

3'-9"

WIDTH

100'-0"

24'-4"

PLANE NAME: M51

1 5

80Z-25

25'-0"

80Z-7 80Z-8

80E1-180E1-2 80E1-3

FHC-1

FJC

-1

FJC

-1

HW8-1

FHC-1

FJC

-1

HW8-1

FHC-1

FJC

-1

FJC

-1

HW8-1

FHC-1

FJC

-1

FJC

-1

HW8-1

RD05-4RD05-4

111

RC

B-2

CF1001

RC

B-2

RC

B-4

EC

C-9

THIS ELEVATIONREQ'D AT (8) LOCATIONS ONGCC02 + MAG01

CF0015

(1) ESW01 (2) ESW01

BA0020BA0030

(2) ESW01

(FIELD LOCATED)

AF0010

CC0006

CG1017

CG0025

CG1050

CG1017

2 3 4

FRAMED OPENING TABLE

MARK TYPE

4'-0 14'-0



2'-5"

5'-0

"3

'-9

"

20'-8"

25'-0"8"

01/22/2021

ENDWALL FRAMING ELEVATION AT LINE 1

EX

IST

ING

BU

ILD

ING

LO

W E

AV

E

HIG

H E

AV

E /

TIE

-IN

A00030

C00010

A00010

E9

SH

EE

T

PR

OJE

CT

NA

ME

Ce

nM

ac M

eta

l Wo

rks A

dd

itio

n

CU

ST

OM

ER

NA

ME

ST

EV

EN

S C

ON

ST

RU

CT

ION

CO

IN

C

JO

B N

UM

BE

R

K20G

0755A

DR

AW

ING

STA

TU

S

FO

R C

ON

ST

RU

CT

ION

13

39

Ea

st F

airg

rou

nd

s R

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EN

DW

ALL F

RA

MIN

G E

LE

VA

TIO

N A

T L

INE

1

DR

AW

ING

TIT

LE

AD

DR

ES

S

Ma

rio

n, O

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33

02

(615)

325-4

165

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/08/2

020

07

:32:4

7pm

GENERAL DETAILS

RE

LE

AS

E / R

EV

ISIO

NE

NG

DA

TE

LEFT

(K18

G0

17

8A

)E

XIS

TIN

G B

UIL

DIN

G

80Z-12

80Z-18

3'-4

"

12'-0"

RD05-5

5'-9

"

25'-0

"

80Z-13

1'-3 3/4" - 1'-3 3/4''1'-3 3/4" - 1'-3 3/4''


LO

W E

AV

E

A E

CG1060 3'-9"

CG0025

CG1050

CG1017

MARK WIDTHMARK

80Z-19

80Z-10

OPEN

AF0010

CC0006

12'-0

CC0011

TYPE

CF0015

ERW-2

ERW-4

ERW-3

ERW-1

EC

C-5

EC

C-4

EC

C-3

EC

C-2

EC

C-1

80Z-11 80Z-12 80Z-14

80Z-15 80Z-17

80Z-15 80Z-16

80Z-11

FJC

-2

3'-9"

FJC

-2

FHC-2

FJC

-1 FJC

-1

24'-0

"

HW8-1

FHC-1

RD05

-6

2

1

80Z-10

LAP TYP U.N.

80Z-16

80Z-16

(FIELD LOCATED)

CG1017

CF0360

CG1030

5'-0

"

1

CG1050

CG1059

THIS ELEVATION(20) EACH REQ'DGCW08 + GCB03

CF1001

4'-0

SILL HEIGHTHEIGHT

4'-0 14'-0

2 14'-0 OVERHEAD DOORPLANE NAME: M52

LAP TYP U.N.

SECONDARY LAP AND BOLT INFORMATION

RIGHT

1 1'-3 3/4'' 1'-3 3/4''

1

5'-9"

20

'-8

"

4'-0"64'-0"

80'-0"

01/22/2021

ENDWALL FRAMING ELEVATION AT LINE 5

HIG

H E

AV

E /

TIE

-IN

EX

IST

ING

BU

ILD

ING

LO

W E

AV

E

C00010

GENERAL DETAILS

E10

SH

EE

T

PR

OJE

CT

NA

ME

Ce

nM

ac M

eta

l Wo

rks A

dd

itio

n

CU

ST

OM

ER

NA

ME

ST

EV

EN

S C

ON

ST

RU

CT

ION

CO

IN

C

JO

B N

UM

BE

R

K20G

0755A

DR

AW

ING

STA

TU

S

FO

R C

ON

ST

RU

CT

ION

13

39

Ea

st F

airg

rou

nd

s R

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EN

DW

ALL F

RA

MIN

G E

LE

VA

TIO

N A

T L

INE

5

DR

AW

ING

TIT

LE

AD

DR

ES

S

Ma

rio

n, O

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33

02

(615)

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165

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020

07

:32:5

1pm

RE

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DA

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A00030

NAMEASSEMBLY

A00010

MEMBER SIZE TABLE

FLANGEOUTSIDE

THICKWEB

LENGTHWEB

DEPTHWEB

STARTING

DEPTHWEB

ENDING

FLANGEINSIDE

ECB-1 8.00 X 0.25 0.13 240.00 9.00 9.00 8.00 X 0.25

0.13 31.02 9.00 9.00



80Z-11

24'-0

"

3'-4

"

THIS ELEVATION(16) EACH REQ'DGCW08 + GCB03

AF0010

80'-0"

LAP TYP U.N.1'-3 3/4" - 1'-3 3/4"

PLANE NAME: M53

CF0015

E

ERW-2

CF0500

3'-9"

80Z-21

ERW-3

EC

B-1

EC

C-6

CG1017

25'-0"

ERW-4

ERW-5

EC

C-9

EC

C-8

EC

C-7

80Z-11

80Z-11 80Z-11

80Z-22

80Z-23

80Z-23

FJC

-1

FJC

-1

HW8-1

FHC-1

RD05-6 R

D05

-51

LO

W E

AV

E

A

(FIELD LOCATED)

(K18

G01

78

A)

EX

IST

ING

BU

ILD

ING

CG1017

CG0025

CG1050

CC0011

CC0006

CF1001


MARK WIDTH HEIGHT SILL HEIGHT TYPE

1 4'-0 4'-0 14'-0

LAP TYP U.N.1'-3 3/4" - 1'-3 3/4"

LAP TYP U.N.1'-3 3/4" - 1'-3 3/4"(2) REQUIRED

80Z-20 (U.N.)(2) REQUIRED80Z-16 (U.N.)



5'-9

"5

'-9"

5'-0

"3

'-9"

20'-8

"

01/22/2021

D1

SH

EE

T

PR

OJE

CT

NA

ME

Ce

nM

ac M

eta

l Wo

rks A

dd

itio

n

CU

ST

OM

ER

NA

ME

ST

EV

EN

S C

ON

ST

RU

CT

ION

CO

IN

C

JO

B N

UM

BE

R

K20G

0755A

DR

AW

ING

STA

TU

S

FO

R C

ON

ST

RU

CT

ION

13

39

Ea

st F

airg

rou

nd

s R

d

Prim

ary

Det

ails

DR

AW

ING

TIT

LE

AD

DR

ES

S

Ma

rio

n, O

H 4

33

02

(615)

325-4

165

12

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020

07

:32:5

2pm

RE

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SE

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EV

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NG

DA

TE

01/22/2021

D2

SH

EE

T

PR

OJE

CT

NA

ME

Ce

nM

ac M

eta

l Wo

rks A

dd

itio

n

CU

ST

OM

ER

NA

ME

ST

EV

EN

S C

ON

ST

RU

CT

ION

CO

IN

C

JO

B N

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BE

R

K20G

0755A

DR

AW

ING

STA

TU

S

FO

R C

ON

ST

RU

CT

ION

13

39

Ea

st F

airg

rou

nd

s R

d

Prim

ary

Det

ails

DR

AW

ING

TIT

LE

AD

DR

ES

S

Ma

rio

n, O

H 4

33

02

(615)

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165

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07

:32:5

5pm

RE

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SE

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NG

DA

TE

01/22/2021

D3

SH

EE

T

PR

OJE

CT

NA

ME

Ce

nM

ac M

eta

l Wo

rks A

dd

itio

n

CU

ST

OM

ER

NA

ME

ST

EV

EN

S C

ON

ST

RU

CT

ION

CO

IN

C

JO

B N

UM

BE

R

K20G

0755A

DR

AW

ING

STA

TU

S

FO

R C

ON

ST

RU

CT

ION

13

39

Ea

st F

airg

rou

nd

s R

d

Prim

ary

Det

ails

DR

AW

ING

TIT

LE

AD

DR

ES

S

Ma

rio

n, O

H 4

33

02

(615)

325-4

165

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020

07

:32:5

8pm

RE

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SE

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NG

DA

TE

01/22/2021

D4

SH

EE

T

PR

OJE

CT

NA

ME

Ce

nM

ac M

eta

l Wo

rks A

dd

itio

n

CU

ST

OM

ER

NA

ME

ST

EV

EN

S C

ON

ST

RU

CT

ION

CO

IN

C

JO

B N

UM

BE

R

K20G

0755A

DR

AW

ING

STA

TU

S

FO

R C

ON

ST

RU

CT

ION

13

39

Ea

st F

airg

rou

nd

s R

d

Prim

ary

Det

ails

DR

AW

ING

TIT

LE

AD

DR

ES

S

Ma

rio

n, O

H 4

33

02

(615)

325-4

165

12

/08/2

020

07

:33:0

3pm

RE

LEA

SE

/ R

EV

ISIO

NE

NG

DA

TE

01/22/2021

ROOF SHEETING PLAN

S1

SH

EE

T

PR

OJE

CT

NA

ME

Ce

nM

ac M

eta

l Wo

rks A

dd

itio

n

CU

ST

OM

ER

NA

ME

ST

EV

EN

S C

ON

ST

RU

CT

ION

CO

IN

C

JO

B N

UM

BE

R

K20G

0755A

DR

AW

ING

STA

TU

S

FO

R C

ON

ST

RU

CT

ION

13

39

Ea

st F

airg

rou

nd

s R

d

RO

OF

SH

EE

TIN

G P

LA

N

DR

AW

ING

TIT

LE

AD

DR

ES

S

Ma

rio

n, O

H 4

33

02

(615)

325-4

165

12

/08/2

020

07

:33:1

2pm

RE

LE

AS

E / R

EV

ISIO

NE

NG

DA

TE

ERECTION NOTE!!!

ALL ROOF PANEL SIDELAP TO PURLIN INTERSECTIONS REQUIRE PANEL CLIPS.

51

9.0

0"

39

1.3

7"

51

9.0

0"

57

6.0

0"

57

6.0

0"

448

.37

"

ROOF SHEETING @ 1000: (GM)

PLANE NAME: R50

100'-0"

39

1.3

7"

57

6.0

0"

448

.37

"5

19.0

0"

39

1.3

7"

57

6.0

0"

448

.37

"5

19.0

0"

39

1.3

7"

57

6.0

0"

448

.37

"5

19.0

0"

39

1.3

7"

57

6.0

0"

448

.37

"5

19.0

0"

39

1.3

7"

57

6.0

0"

44

8.3

7"

51

9.0

0"

39

1.3

7"

57

6.0

0"

448

.37

"5

19.0

0"

39

1.3

7"

57

6.0

0"

448

.37

"

39

1.3

7"

57

6.0

0"

448

.37

"5

19.0

0"

39

1.3

7"

57

6.0

0"

448

.37

"5

19.0

0"

39

1.3

7"

57

6.0

0"

448

.37

"5

19.0

0"

39

1.3

7"

57

6.0

0"

44

8.3

7"

391

.37

"57

6.0

0"

448

.37

"5

19.0

0"

39

1.3

7"

57

6.0

0"

448

.37

"5

19.0

0"

57

6.0

0"

448

.37

"5

19.0

0"

39

1.3

7"

57

6.0

0"

448

.37

"5

19.0

0"

39

1.3

7"

57

6.0

0"

448

.37

"5

19.0

0"

39

1.3

7"

57

6.0

0"

448

.37

"5

19.0

0"

391

.37

"57

6.0

0"

448

.37

"5

19.0

0"

39

1.3

7"

51

9.0

0"

39

1.3

7"

57

6.0

0"

448

.37

"5

19.0

0"

39

1.3

7"

57

6.0

0"

448

.37

"5

19.0

0"

39

1.3

7"

57

6.0

0"

448

.37

"5

19.0

0"

39

1.3

7"

448

.37

"5

19.0

0"

39

1.3

7"

57

6.0

0"

448

.37

"5

19.0

0"

39

1.3

7"

57

6.0

0"

448

.37

"5

19.0

0"

(K18G0178A)EXISTING BUILDING

4"

EA8025

(10) TXP01LT.GAGE: (5) MAR02

EI8111X EG8001

41

/2"

80'-0

13/1

6"

01/22/2021

SIDEWALL SHEETING ELEVATION AT LINE E

DOWNSPOUT @ SHEETED WALL

H2

314

H2333

5'-0"

(TY

P.)

(TYP.)DPA01 & DBA01

PIECE

MARK

QTY PER D.S.

LOCATION

TOT. QTY

THIS PAGE

102

51

204

204

H2314

H2333

DPA01

DBA01

GA0081

GA0082

GA0085

PANEL STARTPANEL START

LO

W E

AV

E

RE

LE

AS

E / R

EV

ISIO

NE

NG

DA

TE

S2

SH

EE

T

PR

OJE

CT

NA

ME

Ce

nM

ac M

eta

l Wo

rks A

dd

itio

n

CU

ST

OM

ER

NA

ME

ST

EV

EN

S C

ON

ST

RU

CT

ION

CO

IN

C

JO

B N

UM

BE

R

K20G

0755A

DR

AW

ING

STA

TU

S

FO

R C

ON

ST

RU

CT

ION

13

39

Ea

st F

airg

rou

nd

s R

d

SID

EW

ALL S

HE

ET

ING

ELE

VA

TIO

N A

T L

INE

E

DR

AW

ING

TIT

LE

AD

DR

ES

S

Ma

rio

n, O

H 4

33

02

(615)

325-4

165

12

/08/2

020

07

:33:1

5pm

= DOWNSPOUT LOCATION

MAINTAIN COVERAGE AND AVOID PANEL DEFORMATION SUCH AS PILLOWING, DIMPLING, AND OIL CANNING.

FIELD LOCATED ACCESSORIES:

(4) PRE-ASSEMBLED WALK DOORS - PA3070

GA0821 GA0892

ADDITIONAL TRIM FOR WALK DOORS:

ALL WALL PANELS MUST BE FASTENED TO ALL GIRTS (PARTIAL BAY OR FULL BAY) ACCORDING TO THE(4) HTK044, (8) JTW088

GA0030

GENERAL DETAILS

PANEL DEFORMATION DUE TO FASTENER OVERTIGHTENING IS NOT CAUSE FOR REJECTION.

ERECTION NOTE!!!

REQUIRED FASTENER LAYOUT DETAILS.

NOTE: WHEN INSTALLING SHEETING OVER THICK INSULATION, ADDITIONAL CARE MUST BE TAKEN TOJT

W0

98

CC

A0

97

HTD096CCA097

CCE052HTK080

PLANE NAME: M51

GD0072

GD0030

248

.00

"

GD0071

CCE052HTK080

GA0101

WIDTH

248

.00

"

LT.GAGE: (10) EPS120

GD0140

11/2

"

CCE052HTK080

248

.00

"

248

.00

"

248

.00

"

248

.00

"

248

.00

"

1

1

248

.00

"

248

.00

"

248

.00

"

248

.00

"

248

.00

"

248

.00

"

248

.00

"

248

.00

"

248

.00

"

248

.00

"

ED8601

GB0021

TRIM

GENCL (10) CLH01, (4) GEN241, (2) GEN181, (51) H2640 GUTTER STRAPS

HTD096CCA097

CCE052HTK080

JT

W09

8C

CA

09

7

5

4'-0

248

.00

"

248

.00

"

248

.00

"

248

.00

"

248

.00

"

1

WRZ01

1

248

.00

"

248

.00

"

248

.00

"

248

.00

"

248

.00

"

248

.00

"

248

.00

"

248

.00

"

248

.00

"

248

.00

"

248

.00

"

11

(10) BSD121

LT.GAGE: (5) B8C01

(1.5

) O

CA

18

2

GENCRWRZ01

(1.5

) O

CA

18

2 HTD096CCA097

JT

W09

8C

CA

09

7

CC

A0

97

JT

W09

8

CC

A09

7JT

W0

98

HTD096CCA097

JT

W09

8C

CA

09

7

CC

A09

7JT

W0

98

CC

A09

7JT

W09

8

(FIELD LOCATED)

HEIGHT

ED8113

GD0020

GC0110


MARK TYPE

4'-0SHEETING PACKAGE: SP1014(XT)

6"6"

11/2

"

20'-8

"

100'-0"

01/22/2021

ENDWALL SHEETING ELEVATION AT LINE 1

BACK LAP

HIG

H E

AV

E /

TIE

-IN

PANEL START

EX

IST

ING

BU

ILD

ING

LO

W E

AV

E

GA0030

S3

SH

EE

T

PR

OJE

CT

NA

ME

Ce

nM

ac M

eta

l Wo

rks A

dd

itio

n

CU

ST

OM

ER

NA

ME

ST

EV

EN

S C

ON

ST

RU

CT

ION

CO

IN

C

JO

B N

UM

BE

R

K20G

0755A

DR

AW

ING

STA

TU

S

FO

R C

ON

ST

RU

CT

ION

13

39

Ea

st F

airg

rou

nd

s R

d

EN

DW

ALL S

HE

ET

ING

ELE

VA

TIO

N A

T L

INE

1

DR

AW

ING

TIT

LE

AD

DR

ES

S

Ma

rio

n, O

H 4

33

02

(615)

325-4

165

12

/08/2

020

07

:33:1

7pm

RE

LE

AS

E / R

EV

ISIO

NE

NG

DA

TE


GENERAL DETAILS

NOTE: WHEN INSTALLING SHEETING OVER THICK INSULATION, ADDITIONAL CARE MUST BE TAKEN TO


ERECTION NOTE!!!

ALL WALL PANELS MUST BE FASTENED TO ALL GIRTS (PARTIAL BAY OR FULL BAY) ACCORDING TO THE



LO

W E

AV

E

(7) BSD121

GD0071

6"

GA0101

11

/2"

(2) GFT241, (3) GFT181, (8) KRS121

GC0161

28

0.7

5"

HTD096CCA097

27

9.2

5"

1/4

"

26

8.7

5"

2

27

0.2

5"

1'-0"

GD0041

87

.00

"

27

1.7

5"

3'-4"

GD0020

85

.50

"

WIDTH

(FIELD LOCATED)

14'-0

GD0140

HTK148, CCA145

EE8011

CCE052HTK080

HEIGHT

12'-0

TRIM

LT.GAGE: (5) MAR01, (4) RSS20

GFTCL

MARK

289

.25

"

28

8.2

5"

28

6.7

5"

28

5.2

5"

283

.75

"

28

2.2

5"

27

7.7

5"

27

6.2

5"

27

4.7

5"

273

.25

"

26

7.2

5"

26

5.7

5"

264

.25

"

262

.75

"

261

.25

"

259

.75

"

25

8.2

5"

84

.00"

24'-0

" 252

.25

"

25

0.7

5"

2

1

JT

W09

8C

CA

09

7

CC

A09

7JT

W09

8

JT

W1

70

, C

CA

16

9

JT

W1

70

, C

CA

16

9

LT.GAGE: (3.5) B8C01

EE8001

GB0021

A E

(K1

8G

01

78

A)

EX

IST

ING

BU

ILD

ING

GD0072

GD0030

TYPE

1 4'-0 4'-0

OVERHEAD DOOR

PLANE NAME: M52

SHEETING PACKAGE: SP1020(XT)

6"

1"

20'-8

"

80'-0"

25

'-0

"

01/22/2021

ENDWALL SHEETING ELEVATION AT LINE 5

HIG

H E

AV

E /

TIE

-IN

PANEL START BACK LAP

EX

IST

ING

BU

ILD

ING

LO

W E

AV

E

RE

LE

AS

E / R

EV

ISIO

NE

NG

DA

TE

GENERAL DETAILS

S4

SH

EE

T

PR

OJE

CT

NA

ME

Ce

nM

ac M

eta

l Wo

rks A

dd

itio

n

CU

ST

OM

ER

NA

ME

ST

EV

EN

S C

ON

ST

RU

CT

ION

CO

IN

C

JO

B N

UM

BE

R

K20G

0755A

DR

AW

ING

STA

TU

S

FO

R C

ON

ST

RU

CT

ION

13

39

Ea

st F

airg

rou

nd

s R

d

EN

DW

ALL S

HE

ET

ING

ELE

VA

TIO

N A

T L

INE

5

DR

AW

ING

TIT

LE

AD

DR

ES

S

Ma

rio

n, O

H 4

33

02

(615)

325-4

165

12

/08/2

020

07

:33:2

0pm

GA0030

NOTE: WHEN INSTALLING SHEETING OVER THICK INSULATION, ADDITIONAL CARE MUST BE TAKEN TO



ERECTION NOTE!!!



24

'-0

"

GD0030

SHEETING PACKAGE: SP1025(XT)

LT.GAGE: (4) B8C01

28

8.2

5"

HTD096CCA097

25

0.7

5"

255

.25

"

252

.25

"

CCE052HTK080

25

3.7

5"

(K18

G0

17

8A

)E

XIS

TIN

G B

UIL

DIN

G

264

.25

"

GD0140

25

8.2

5"

GD0072

HEIGHT

28

8.7

5"

1


26

2.7

5"

MARK

27

6.2

5"

25

6.7

5"

1

274

.75

"

28

6.7

5"

27

9.2

5"

27

0.2

5"

TYPE

26

5.7

5"

LT.GAGE: (5) MAR01, (4) RSS20

25

9.7

5"

GD0071

26

7.2

5"

27

1.7

5"

26

1.2

5"

28

3.7

5"

27

3.2

5"

EE8011

LO

W E

AV

E

285

.25

"

280

.75

"

26

8.7

5"

GA0101

27

7.7

5"

80'-0"

GC0141

JT

W0

98

CC

A0

97

28

2.2

5"

(8) BSD121

(2) GFT241, (3) GFT181, (8) KRS121

GFTCR

CC

A0

97

JT

W0

98

EE8001

E A

(1)

ICA

24

2,

(1)

ICA

182

, (3

) M

FA

121

GB0021

GD0020

(FIELD LOCATED)

WIDTH TRIM

4'-0 4'-0

PLANE NAME: M53

6"

6"

1"

11/2

"

3'-4"

20'-8

"

2'-0"

25

'-0"

01/22/2021

SIDEWALL LINER ELEVATION AT LINE E

S5

SH

EE

T

PR

OJE

CT

NA

ME

Ce

nM

ac M

eta

l Wo

rks A

dd

itio

n

CU

ST

OM

ER

NA

ME

ST

EV

EN

S C

ON

ST

RU

CT

ION

CO

IN

C

JO

B N

UM

BE

R

K20G

0755A

DR

AW

ING

STA

TU

S

FO

R C

ON

ST

RU

CT

ION

13

39

Ea

st F

airg

rou

nd

s R

d

SID

EW

ALL L

INE

R E

LE

VA

TIO

N A

T L

INE

E

DR

AW

ING

TIT

LE

AD

DR

ES

S

Ma

rio

n, O

H 4

33

02

(615)

325-4

165

12

/08/2

020

07

:33:2

2pm

RE

LE

AS

E / R

EV

ISIO

NE

NG

DA

TE

ERECTION NOTE!!!



NOTE: LINER CAP TRIM NOT PROVIDED.

5 12

92

.00"

92

.00"

HT

D0

96

92

.00"

92

.00"

IA0220

IA020892

.00"

HT

D0

96

HT

D0

96

92

.00"

92

.00"

HT

D0

96

92

.00"

92

.00"

92

.00"

92

.00"

92

.00"

92

.00"

HT

D0

96

IB0101

92

.00"

92

.00"

92

.00"

92

.00"

92

.00"

92

.00"

92

.00"

92

.00"

92

.00"

92

.00"

92

.00"

92

.00"

92

.00"

92

.00"

92

.00"

92

.00"

92

.00"

92

.00"

92

.00"

92

.00"

IC0002

IK0201

4 3

HT

D0

96

HT

D0

96

HT

D09

6

PLANE NAME: M51

SHEETING PACKAGE: SP1015(PW)

01/22/2021

ENDWALL LINER ELEVATION AT LINE 1

ENDWALL LINER ELEVATION AT LINE 5

S6

SH

EE

T

PR

OJE

CT

NA

ME

Ce

nM

ac M

eta

l Wo

rks A

dd

itio

n

CU

ST

OM

ER

NA

ME

ST

EV

EN

S C

ON

ST

RU

CT

ION

CO

IN

C

JO

B N

UM

BE

R

K20G

0755A

DR

AW

ING

STA

TU

S

FO

R C

ON

ST

RU

CT

ION

13

39

Ea

st F

airg

rou

nd

s R

d

EN

DW

ALL L

INE

R E

LE

VA

TIO

N A

T L

INE

5

DR

AW

ING

TIT

LE

AD

DR

ES

S

Ma

rio

n, O

H 4

33

02

(615)

325-4

165

12

/08/2

020

07

:33:2

7pm

RE

LE

AS

E / R

EV

ISIO

NE

NG

DA

TE

ERECTION NOTE!!!



NOTE: LINER CAP TRIM NOT PROVIDED.

92.0

0"

92.0

0"

HT

D0

96

92.0

0"

92.0

0"

A

92.0

0"

92.0

0"

92.0

0"

92.0

0"

D

IC0002

IA0240

92.0

0"

92.0

0"

92

.00

"

IK0201

92.0

0"

92.0

0"

92.0

0"

92.0

0"

92.0

0"

IB0101

92.0

0"

92.0

0"

IG0251

HT

D0

96

E


HT

D0

96

92.0

0"

92.0

0"

92.0

0"

92.0

0"

C B

IA0208

HT

D0

96

HT

D0

96

HT

D0

96

HT

D0

96

HT

D0

96

HT

D0

96

PLANE NAME: M52


92

.00

"

HT

D0

96

PLANE NAME: M53

92

.00

"

92

.00

"

92

.00

"

92

.00

"

92

.00

"

HT

D0

96

HT

D0

96

92

.00

"

92

.00

"

92

.00

"

92

.00

"

92

.00"

92

.00

"

92

.00

"

92

.00

"

92

.00

"

92

.00

"

92

.00

"

92

.00"

92

.00

"

92

.00

"

92

.00

"

92

.00

"

92

.00

"

92

.00

"

92

.00

"

92

.00

"

EDCBA

IA0208IA0204X

IA0240IB0101

IK0201

IC0002

HT

D0

96

HT

D0

96

HT

D0

96

HT

D0

96

01/22/2021

SD

1S

HE

ET

PR

OJE

CT

NA

ME

Ce

nM

ac M

eta

l Wo

rks A

dd

itio

n

CU

ST

OM

ER

NA

ME

ST

EV

EN

S C

ON

ST

RU

CT

ION

CO

IN

C

JO

B N

UM

BE

R

K20G

0755A

DR

AW

ING

STA

TU

S

FO

R C

ON

ST

RU

CT

ION

13

39

Ea

st F

airg

rou

nd

s R

d

SH

EE

TIN

G &

TR

IM D

ET

AIL

S

DR

AW

ING

TIT

LE

AD

DR

ES

S

Ma

rio

n, O

H 4

33

02

(615)

325-4

165

12

/08/2

020

07

:33:2

8pm

RE

LE

AS

E / R

EV

ISIO

NE

NG

DA

TE

01/22/2021

SL

ENDWALL RAFTER

(SHAPE VARIES)

WALL PANEL

MEMBER FASTENER

(1'-0" O.C)

CLOSURE

ROOF PANEL

INSULATION

(BY OTHERS)

PURLIN

RAKE ANGLE

'MAR01'

316" x 7

8" TAPE SEALANT

STITCH FASTENER

(1'-0" O.C.)

EE8011

TRAPEZOIDAL PANEL RAKE DETAIL ON MODULE

W/ SHEETED WALL WITH SLOPE < 2:12_

RAKE FASCIA

'GFT'

THERMAL BLOCK

RAKE SUPPORT

H1073 (1'-0" O.C)

H1076 (2'-0" O.C)

H1040

(AT EACH PURLIN)RAKE SLIDE

'KRS'

14" BEAD OF

TUBE SEALANT

ALONG TOP

POP RIVET

DOWNHILL

RAKE TRIM

(10) POP RIVETS

DOWN SIDE/BOTTOM

UPHILL

RAKE TRIM

1"

LAP

DOWNHILL

RAKE TRIM

UPHILL

RAKE TRIM

EE8001

RAKE TRIM LAP DETAIL

H1050 FASTENERS

(2" O.C.)

ALONG TOP

H1050 FASTENERS

STEP 4. APPLY 1" LONG URETHANE CAULK ALONG TOP TAB OF METAL CLOSURE.

THIS IS TO ENSURE SEAL OF NEXT LAPPING METAL CLOSURE.

STEP 6. APPLY CAULK ALONG BACKSIDE OF METAL CLOSURES AT

TRAPEZOIDAL LOCATION.

APPLY CAULK ALONG TOP SEAM OF METAL CLOSURES AND PANEL SEAM.

CONTINUOUS

TAPE SEALANT

(STEP 2)

FOLD TAPE SEALANT

IN HALF AND PLACE UNDER

PANEL SEAM

(STEP 1)

OUTSIDE METAL CLOSURE

'SLMC3'

(STEP 3)

CAULK

(APPLY TO TOP

TAB OF CLOSURE)

(STEP 4)

CAULK

(BACK CAULK BOTH

SIDES OF TRAPEZOID

AND TOP SEAM OF CLOSURES)

(STEP 6)

PLACE TAPE SEALANT

ON VERTICAL OF PANEL

SEAM (EACH SIDE)

(STEP 1)

DOWN S

LOPE

1"3"

NOTCH

DOWN S

LOPE

1"

CONTINUOUS

TAPE SEALANT

(STEP 7)

DOWN S

LOPE

DOWN SLOPE

EG8001

SS360 METAL OUTSIDE CLOSURE INSTALLATION

CLAMP SEAM AND THEN FASTEN

WITH H1073 FASTENER THROUGH

CLOSURE, ROOF PANEL SEAM

AND OPPOSITE CLOSURE.

(STEP 5)

H1073 FASTENER

(IN PRE-PUNCHED HOLE

THROUGH OPPOSITE CLOSURE)

(STEP 5)

(10) H1073 FASTENERS

(STEP 3)

STEP 1. FOLD 1 12" LONG PIECE OF 3

16" 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 SEAM

STEP 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 7. AFTER CLOSURE INSTALLATION, APPLY 316" x 7

8" TAPE SEALANT

ON TOP LEG OF METAL CLOSURE.

STEP 3. INSTALL METAL CLOSURE FLUSH WITH EDGE OF SEALANT

SECURE IN PLACE WITH (10) H1073 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 5. INSTALL NEXT CLOSURE SAME AS THE FIRST.

CLAMP THE TWO METAL CLOSURES TOGETHER AT SEAM AND INSTALL

(1) H1073 FASTENER THROUGH HOLE AT TOP OF CLOSURE, ROOF PANEL SEAM

AND OPPOSITE CLOSURE,

EI8111X

SS360 ROOF TO WALL DETAIL

EXISTING GUTTER ABOVE

(BY OTHERS)INSULATION

ROOF

PANEL

PANEL CLIP

316" X 7

8" TAPE SEALANT

ROOF TO WALL TRIM

'TXP01'

PURLIN

THERMAL

BLOCKCLIP FASTENER

(2) PER CLIP

OUTSIDE METAL CLOSURE

'SLMC3'

REF. EG8001

1'-0"

4"

316" X 7

8" TAPE SEALANT

7

SL

EXISTING WALL PANEL

ANGLE 'MAR02'

SUPPLIED ONLY FOR

INSULATION TIE-OFF

PRE-DRILL 5

16 " HOLES INANGLE PRIOR TO INSTALLATION

END OF PANEL

BACKUP PLATE

'SBP01'

H1073 (11) PER PANEL

TO CLOSURE

H1050 (6" O.C.)

H1060 (1'-0" O/C)

716"

ROOF PANELEXISTING

EXISTING EAVE STRUTCLOSURE TRIM

EAVE GUTTER

'GED'

EXISTING

EXISTING

EXISTING BUILDING

SHEETED WALL BELOW

*

*- ERECTOR NOTE: EXISTING GUTTER CAN BE REMOVED AT THE

NEW CONSTRUCTION AREA ONLY.

ATTACH TO EXISTING WALL PANEL

BEHIND EXISTING CLOSURE TRIM

H1060 (1'-0" O/C)

EXISTING CLOSURE

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CLOSURE

JAMB FLASHING

(OPTIONAL)HEADER TRIM

'HTK'

HEADER

MEMBER FASTENER

(1'-0" O.C.)

GD0020

HEADER TRIM DETAIL

SL

14"

MEMBER FASTENER

(2'-0" O.C.)

WALL PANEL

JAMB FLASHING

(OPTIONAL)SILL TRIM

'HTD'

MEMBER FASTENER

(1'-0" O.C.)

WALL PANEL

SILL CHANNEL

MEMBER FASTENER

(1'-0" O.C.)

SL

GD0030

STANDARD SILL CONDITON

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

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

REFERENCE

GD0072

APPLY TUBE SEALANT FROM

END TO FIRST MAJOR RIB

FRONT

TOP

SILL TRIM

'HTD'

WALL PANEL

GD0072

SILL TRIM INSTALLATION

2" 2"OPENING

WIDTH

BACK

CU

T L

INE

BEND UP

CU

T L

INE

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'

JAMB FLASHING

(OPTIONAL)

GD0140

KIRBY WALL PANEL TO JAMB CONNECTION

MEMBER FASTENER

(2'-0" O.C.)

KW WALL

PANEL JAMB TRIM

'JTW'

MEMBER FASTENER

(1'-0" O.C.)

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Documents

KIRBY BUILDING SYSTEMS GENERAL NOTES: 124 KIRBY DRIVE