Covered Parking Shop Drawings.pdf

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06/04/2024

FOR OCCUPANCY (RISK) CATEGORY I OR II, IBC PROVISIONS INDICATE THAT

SINGLE-STORY BUILDINGS SHALL HAVE "NO DRIFT LIMIT" PROVIDED THAT INTERIOR

WALLS, PARTITIONS, CEILINGS, AND EXTERIOR WALL SYSTEMS HAVE BEEN

DESIGNED TO ACCOMMODATE THE SEISMIC STORY DRIFTS. INTERIOR WALLS,

PARTITIONS, CEILINGS, OR EXTERIOR WALL SYSTEMS NOT PROVIDED BY THE

METAL BUILDING MANUFACTURER SHALL BE DESIGNED AND DETAILED BY OTHERS

TO ACCOMMODATE THE SEISMIC STORY DRIFTS. SEISMIC DRIFT VALUES MAY BE

OBTAINED FROM THE METAL BUILDING MANUFACTURER.

M O

ACCESSORIES (DOORS, WINDOWS, ETC.) NOT PROVIDED BY THE METAL BUILDING

MANUFACTURER MUST BE DESIGNED AS "COMPONENTS AND CLADDING" IN

ACCORDANCE WITH THE SPECIFIC WIND PROVISIONS OF THE REFERENCED

BUILDING CODE DISPLAYED ON THE COVER PAGE OF THIS DRAWING PACKET.

M O

FRAMED OPENINGS HAVE BEEN DESIGNED TO SUPPORT WIND LOAD NORMAL TO

THE WALL BASED ON THE STANDARD BUILDING CODE CRITERIA. FRAMED

OPENINGS HAVE NOT BEEN DESIGNED FOR ANY ADDITIONAL MOMENT OR

CATENARY FORCES FROM THE DOOR. ANY CHANGE TO THE INFORMATION SHOWN

HERE WILL REQUIRE AN ENGINEERING INVESTIGATION AND POSSIBLE BUILDING

REINFORCEMENT.

T hi s se al p er ta in s o n ly to th e m a te ri a ls de si gn ed a nd s u p p lie d b y

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ROD ASSEMBLY MK.

HILLSIDE WASHER,

COUPLING NUT

WEB OF COLUMN

COUPLING NUTSROD MARK HILLSIDE FLAT A307/A325

SEE PLANS AND ELEVATIONS FOR BRACING

Q3

ROD BRACE DETAIL

WEB TO WEB

RD__-

FLAT WASHER, AND

NUT

IF REQUIRED

OR RAFTER

(QTY VARIES)DIAMETER NUMBER WASHERS WASHERS NUTS

MARK NUMBERS

H0860

(2) H0450

(2) H0240

(2) H0285RD06-

RD05-

RD07-

RD08-

RD09-

RD10-

(2) H0280

(2) H0285

(2) H0290

(2) H0290

(2) H0295

(2) H0230

(2) H0220

(2) H0210

(2) H0250

(2) H0260 (2) H0340

(2) H0325

(2) H0320

(2) H0310

(2) H0330

H0850

H0840

H0830

H0810

H0820

AF0011

BOLTS REQ'D AS SHOWN

3"

1/4"

PLATE WASHER

MK. ESW01 (2)

RAFTER/

CAP PLATE/

SHOP WELDED SHELF

T hi s se al p er ta in s o n ly to th e m a te ri a ls de si gn ed a nd s u p p lie d b y

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B u ild in g S ys te m s.

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NAA0030

EAVE STRUT ANGLE

LINER LOW EAVE ANGLE

LINER EAVE ANGLE

LINER EAVE ANGLE

EAVE ANGLE

GIRT ANGLE

GIRT ANGLE

GIRT ANGLE

GIRT ANGLE

RAKE PARAPET ANGLE

RAKE PARAPET ANGLE

RAKE ANGLE

STANDING SEAM RAKE/EAVE STRUT ANGLE

LINER EAVE ANGLE

NA00030

STANDARD ANGLE SCHEDULE

GALVANIZED

1" x 2-1/2" x 12"

GALVANIZED

6" x 7-3/4" x 120"

GALVANIZED

3" x 3" x 120"

GALVANIZED

3" x 7-3/4" x 120"

GALVANIZED

4" x 5" x 120"

GALVANIZED

1" x 2-1/2" x 12"

GALVANIZED

1" x 2-1/2" x 24"

GALVANIZED

1" x 2-1/2" x 30"

GALVANIZED

1" x 2-1/2" x 120"

GALVANIZED

2" x 12" x 120"

GALVANIZED

6" x 6" x 120"

GALVANIZED

3" x 5" x 242"

BASE ANGLE

GALVANIZED

2" x 3" x 242"

GALVANIZED

1" x 2-1/2" x 12"

GALVANIZED

3" x 5" x 120"

A00030

T hi s se al p er ta in s o n ly to th e m a te ri a ls de si gn ed a nd s u p p lie d b y

N u co r

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B u ild in g S ys te m s.

T h e r e g is te r p ro fe ss io n a l en gi ne er w ho se s e a l a p p e a rs o n th e se dr aw in gs is e m p lo ye d b y N u co r B ui ld in gs

S ys te m s a n d d o e s n o t s e rv e as o r r ep re se n t t h e p ro je ct e n g in e e r o f re co rd a nd s h a ll n o t b e c o n st ru e d as s u ch

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TRIM_547

GENERAL ROOF PANEL NOTES

FASTENER INSTALLATION

RECOMMENDED TOOL TYPES: SEE ALSO FASTENER SCHEDULE

4 AMP OR HIGHER RATED TOOLS (DO NOT USE IMPACTING TOOLS)

2000 - 2500 RPM SCREW GUN WITH TORQUE ADJUSTABLE CLUTCH

MANUAL OR ELECTRIC RIVET TOOL

DO NOT USE IMPACTING TOOLS

TO ASSURE PROPER VOLTAGE TO THE TOOL, EXTENSION CORDS SHOULD BE CHECKED FOR PROPER WIRE

SIZE/CHORD LENGTH.

16 GAGE WIRE, MAXIMUM CHORD LENGTH = 100’

14 GAGE WIRE, MAXIMUM CHORD LENGTH = 200’

12 GAGE WIRE, MAXIMUM CHORD LENGTH = 300’

DRIVING TIPS:

SET THE NUT DRIVER AS DESCRIBED BELOW PRIOR TO INSTALLING FASTENERS TO PREVENT FASTENER WOBBLE...

SOCKET EXTENSIONS (4" OR 6") ARE RECOMMENDED TO BE USED FOR INSTALLING PANEL CLIP FASTENERS TO

MAINTAIN VERTICAL FASTENER INSTALLATION.

EXCESSIVE PRESSURE CAN CAUSE DRILL POINT FAILURE. LET THE FASTENER DO THE WORK.

DO NOT OVER TIGHTEN FASTENERS AS THIS WILL LEAD TO PANEL DIMPLING AND DISTORTION.

GAP

NO

GAP

1. PUT THE TOP OF THE FASTENER INTO THE NUT

DRIVER. NOTE: FOR PAINTED FASTENERS,

PLACE A SINGLE OR DOUBLED LAYER OF

PLASTIC BETWEEN THE FASTENER HEAD AND

THE NUT DRIVER.

2. PLACE THE POINT OF THE FASTENER ONTO

A HARD SURFACE AND FIRMLY HIT THE TOP OF

THE NUT DRIVER 2-3 TIMES.

4. BAD SET VS. GOOD SET.3. THE BASE OF THE NUT DRIVER SHOULD NOW

BE CONTACTING THE TOP OF THE HEAD OF THE

FASTENER WITH NO GAPS.

ROOF PLANE

S T

A R

T P

A N

E L

FULL WIDTH PANELS

"BEARING LEG"

F

IN

IS

H

P A

N E

L

LOW EAVE

LOW EAVE

"BEARING LEG"

FULL WIDTH PANELS

F

IN

IS

H

P A

N E

L

S T

A R

T P

A N

E L

BEARING LEG

1.) THE ROOF SHEETING PLAN IS SHOWN WITH THE ROOF PANELS BEING ERECTED FROM "LEFT-TO-RIGHT".

IF THE DESIRE IS TO ERECT THE ROOF PANELS FROM "LEFT-TO-RIGHT", FOLLOW THE ROOF SHEETING PLAN

AS SHOWN. IF THE DESIRE IS TO ERECT THE ROOF PANELS FROM "RIGHT-TO-LEFT", FOLLOW THE

INSTRUCTIONS SHOWN BELOW.

2.) WHEN SETTING BUNDLES OF PANELS ON THE ROOF, THE "BEARING LEG" MUST ALWAYS BE AWAY FROM

THE END OF THE BUILDING WHERE THE SHEETING WILL BEGIN.

ORIGINAL LAYOUT

(LEFT-TO-RIGHT)

ROTATE PANELS

180°

(RIGHT-TO-LEFT)

ROOF SHEETING DIRECTION

ROOF SYSTEM

THE ROOF SYSTEM CONSISTS OF 24/26 GAUGE PANELS WITH A NOMINAL COVERAGE OF 3'-0" AND A PANEL RIBS THAT

ARE 1 1/4" HIGH AND THROUGH FASTENED ON THE FLAT OF PANEL INTO SECONDARY MEMBERS.

STRUCTURAL FASTENER SPACING REQUIREMENTS

THE ROOF SYSTEM USES STRUCTURAL FASTENERS TO ATTACH THE PANELS TO THE ROOF SECONDARY MEMBERS.

STRUCTURAL FASTENER SPACING REQUIREMENTS ARE SHOWN IN A SEPARATE DETAIL SPECIFIC TO THIS PROJECT.

SIDE LAP FASTENER SPACING REQUIREMENTS

SIDE LAP FASTENERS ARE REQUIRED AT THE SIDELAP OF THE PANELS. THE SPACING OF THESE FASTENERS VARIES

BY DESIGN OF SPECIFIC PROJECT REQUIREMENTS AND MAY VARY IN DIFFERENT AREAS OF THE ROOF. REFERENCE

THE SIDE LAP FASTENER SPACING DETAIL FOR PROJECT SPECIFIC REQUIREMENTS.

ROOF TOP UNITS AND CURB SUPPORTS

THE ROOF CURBS SUPPLIED BY MBS ARE DESIGNED TO BE INSTALLED AFTER THE ROOF PANEL IS INSTALLED.

REFERENCE ROOF CURB INSTALLATION DETAILS IF PROJECT HAS CURBS SUPPLIED BY MBS.

IF CURBS ARE NOT SUPPLIED BY MBS, CARE SHOULD BE TAKEN TO ENSURE WATER TIGHTNESS AND PROPER

INSTALLATION ARE ACHIEVED. MBS IS NOT RESPONSIBLE FOR INSTALLATION DETAILS OR METHODS RELATED TO

CURBS NOT SUPPLIED BY MBS.

INSULATION REQUIREMENTS

INSULATION IS RECOMMENDED TO BE USED IN ALL ROOF APPLICATIONS TO AVOID PROBLEMS WITH CONDENSATION

FORMING ON THE UNDERSIDE OF THE SHEETING. THIS ALSO PROVIDES A BUFFER BETWEEN THE PURLINS AND THE

ROOF TO ELIMINATE NOISE AND POSSIBLE DAMAGE DUE TO METAL-TO-METAL CONTACT.

PAINTED ROOF

PAINTED ROOF PANELS ARE OFTEN PROVIDED BY MBS. IN THIS CASE, GUTTER BRACKETS WILL BE PAINTED TO MATCH

THE ROOF COLOR AS A STANDARD.

SEALING MATERIAL COMPRESSED

UNDER CAP OF FASTENER.

SEALING MATERIAL VISIBLE UNDER

CAP OF FASTENER.

SEALING MATERIAL COMPRESSED

BUT DIMPLED THE PANEL / TRIM.

CORRECT TOO LOOSE TOO TIGHT

2" COMPRESS TO SINGLE

THICKNESS AFTER

LAPPING

MASTIC APPLICATION

TEMPERATURE EXTREMES

TEMPERATURE EXTREMES MUST BE CONSIDERED DURING INSTALLATION OF THE ROOF DUE TO THE SENSITIVITY OF

MASTICS. THE RECOMMENDED INSTALLATION TEMPERATURE RANGE IS 20-120 DEGREES FAHRENHEIT. AT COLDER

TEMPERATURES, THE MASTIC STIFFENS RESULTING IN LOSS OF ADHESION AND COMPRESSIBILITY. AT HOTTER

TEMPERATURES, THE MASTIC BECOMES TOO SOFT FOR PRACTICAL HANDLING. ON COLD BUT SUNNY DAYS, THE

PANEL SURFACE MAY BECOME WARM ENOUGH TO ACCEPT THE APPLICATION OF HEATED MASTIC EVEN THOUGH THE

AIR TEMPERATURE IS BELOW 20 DEGREES FAHRENHEIT.

WHEN OVERNIGHT TEMPERATURES FALL BELOW FREEZING, THE MASTIC SHOULD BE STORED IN A HEATED ROOM SO

IT WILL BE WARM ENOUGH TO USE THE FOLLOWING DAY. ON HOT DAYS, THE MASTIC CARTONS SHOULD BE STORED

OFF THE ROOF IN A COOL AND SHADED AREA. WHILE ON THE ROOF, MASTIC ROLLS SHOULD BE KEPT SHADED UNTIL

ACTUAL USE.

IN VERY COLD WEATHER, IT IS RECOMMENDED THAT THE FASTENERS BE TIGHTENED SLOWLY AND ONLY TIGHT

ENOUGH THAT THE MASTIC IS IN FULL CONTACT WITH THE PANEL OR FLASHING. THEN ON THE NEXT SUNNY DAY, COMPLETE THE TIGHTENING PROCESS AFTER THE SUN WARMS THE PANEL AND FLASHING SURFACES.

CONTAMINATION

TO ASSURE PROPER ADHESION AND SEALING, THE MASTIC MUST HAVE COMPLETE CONTACT WITH ADJOINING

SURFACES. CONTAMINANTS SUCH AS WATER OIL, DIRT AND DUST PREVENT SUCH CONTACT. THE PANEL AND

FLASHING SURFACES MUST BE DRY AND THOROUGHLY CLEANED OF ALL CONTAMINANTS. BEFORE APPLYING TAPE

MASTIC, THE MASTIC SHOULD BE CHECKED FOR CONTAMINANTS. IF THE MASTIC SURFACES ARE CONTAMINATED, IT

MUST NOT BE USED.

DURING COOL WEATHER, CONDENSATION OR LIGHT MIST CAN ACCUMULATE ON THE PANEL AND FLASHING SURFACE

AND NOT BE EASILY NOTICED. IT IS RECOMMENDED THAT THE MASTICS ALWAYS BE KEPT UNDER PROTECTIVE COVER

AND THAT THE PANEL AND FLASHING SURFACES BE WIPED DRY IMMEDIATELY BEFORE INSTALLATION.

TAPE MASTIC IS PROVIDED WITH A PROTECTIVE PAPER TO REDUCE CONTAMINATION. INCOMPLETE REMOVAL OF THE

PROTECTIVE PAPER WILL PREVENT THE MASTIC ADHESION TO THE PANEL OR FLASHING SURFACES. ALWAYS CHECK

THAT THE PROTECTIVE PAPER IS COMPLETELY REMOVED. DO NOT REMOVE THE PROTECTIVE PAPER UNTIL

IMMEDIATELY BEFORE THE PANEL OR FLASHING IS INSTALLED OVER THE MASTIC.

COMPRESSION

TO ASSURE PROPER COMPRESSION AND SEAL, THE TAPE MASTIC MUST BE COMPRESSED BETWEEN THE PANEL AND

FLASHING SURFACES WITH FIRM AND UNIFORM PRESSURE. IN MOST CASES, THE REQUIRED PRESSURE IS APPLIED BY

THE CLAMPING ACTION OF SCREWS PULLING THE ADJOINING SURFACES TOGETHER. HOWEVER, THE TAPE SEALANT’S

RESISTANCE TO PRESSURE BECOMES GREATER IN COLD WEATHER.

DURING COLD WEATHER, THE FASTENERS MUST BE TIGHTENED SLOWLY TO ALLOW THE MASTIC TIME TO COMPRESS.

IF THE FASTENERS ARE TIGHTENED TOO FAST, THE FASTENERS MAY STRIP OUT BEFORE THE MASTIC COMPRESSES

ADEQUATELY, OR THE PANEL OR FLASHING MAY DEFORM IN THE IMMEDIATE AREA OF THE FASTENER, LEAVING THE

REST OF THE MASTIC INSUFFICIENTLY COMPRESSED.

INSIDE CORNERS

AN INSIDE RADIUS, SUCH AS WHERE THE PANEL FLAT MEETS A RIB, IS USUALLY THE MOST CRITICAL AREA TO SEAL. A

COMMON MISTAKE FOR THE INSTALLER IS TO BRIDGE THE MASTIC ACROSS THE INSIDE RADIUS.

WHEN THE LAPPING PANEL OR FLASHING IS PUSHED INTO PLACE, THE BRIDGED MASTIC IS STRETCHED AND THINNED.

THE MASTIC MAY THEN BE TOO THIN TO ADEQUATELY SEAL THIS CRITICAL AREA. WHEN TAPE MASTIC IS APPLIED AT

AN INSIDE RADIUS, IT IS RECOMMENDED THAT THE MASTIC BE FOLDED BACK, THEN PUSH THE MASTIC FOLD INTO THE

RADIUS.

PAPER

BACKING

ARM'S LENGTH

REMOVE PAPER BACKING

ONLY AS WORK PROGRESSES MASTIC LAP

INCORRECT CORRECT

DESIGN AND PERFORMANCE CRITERIA

REGULATIONS

REGULATIONS SET FORTH BY THE OCCUPATIONAL SAFETY AND HEALTH ACT, LOCAL, STATE, AND/OR FEDERAL

AGENCIES SHOULD BE ADHERED TO AT ALL TIMES. MBS IS NOT RESPONSIBLE FOR INJURY, DAMAGE, OR FAILURE, WHICH MAY BE THE RESULT FROM FAILING TO MEET ANY OF THESE REGULATIONS.

IN COMPLIANCE WITH THE HAZARD COMMUNICATION RULE 1910:1200, MATERIAL SAFETY DATA SHEETS (MSDS) HAVE

BEEN PROVIDED FOR YOUR USE AND SAFETY. THESE DATA SHEETS SHOULD BE MADE AVAILABLE TO ALL PERSONNEL

THAT COME IN CONTACT WITH THESE PRODUCTS. THESE DATA SHEETS WILL GIVE YOU THE NECESSARY

INFORMATION TO PROPERLY HANDLE SUCH MATERIALS AND WHAT TO DO IN CASE OF AN EMERGENCY. (THE MSDS

SHEETS ARE LOCATED ONLINE AND ARE AVAILABLE UPON REQUEST).

THE ERECTOR OF THE ROOF SYSTEM IS RESPONSIBLE FOR THE SAFE EXECUTION OF THIS DETAIL. THESE

INSTRUCTIONS ARE INTENDED TO DESCRIBE THE SEQUENCE AND PROPER PLACEMENT OF PARTS. THEY ARE NOT

INTENDED TO PRESCRIBE COMPREHENSIVE SAFETY PROCEDURES. THE PROCEDURES IN THIS DETAIL ARE BELIEVED

TO BE RELIABLE. HOWEVER, MBS SHALL NOT BE RESPONSIBLE FOR INJURY, DAMAGE, OR FAILURE DUE TO THE

MISAPPLICATION OF THESE PROCEDURES, IMPROPER ERECTION TECHNIQUES, OR NEGLIGENCE

WALKING AND WORKING ON ROOF PANELS

DO NOT PLACE BUNDLES OF PANELS ON THE ROOF STRUCTURE WITHOUT FIRST VERIFYING THE STRUCTURE WILL

SAFELY SUPPORT THE CONCENTRATED WEIGHT OF THE PANELS AND THE WEIGHT OF THE INSTALLATION CREW.

SOME ROOF STRUCTURES MAY NOT BE DESIGNED TO SUPPORT THE WEIGHT OF A FULL PANEL BUNDLE WITHOUT

ADDITIONAL STRUCTURE SUPPORT.

DO NOT USE A ROOF PANEL AS A WORKING PLATFORM. AN UNSECURED PANEL COULD COLLAPSE UNDER THE

WEIGHT OF A PERSON STANDING BETWEEN PURLINS OR AT THE PANEL END.

DO NOT WALK ON THE LAST INSTALLED PANEL RUN, AS THE UNSECURED EDGE COULD COLLAPSE UNDER A PERSON’S

WEIGHT. WHEN INSTALLING PANELS OR MAKING END LAP CONNECTIONS, ETC., STAND WHERE THE ROOF

STRUCTURAL WILL SUPPORT YOUR WEIGHT.

AN APPROVED AND SAFE WALKING PLATFORM SHOULD BE USED IN HIGH TRAFFIC AREAS TO PREVENT THE ROOF

PANEL FROM BEING DEFORMED, SCRATCHED, OR SCUFFED.

SAFETY EQUIPMENT

THE USE OF SAFETY EQUIPMENT FOR THE ROOF PANEL INSTALLATION IS RECOMMENDED AT ALL TIMES DURING THE

INSTALLATION PROCESS. HOWEVER, WHEN USING LANYARDS, ENSURE THAT THE CLASP, BELT HOOKS AND WIRE

CABLES ARE COVERED IN SUCH A MANNER THAT THEY WILL NOT SCRATCH THE PANEL SURFACE IF ACCIDENTALLY

DRAGGED ALONG THE PANEL.

CREW SIZE

THE LENGTH OF THE INDIVIDUAL ROOF PANELS SHOULD BE CONSIDERED WHEN DETERMINING CREW SIZE. IT IS

RECOMMENDED THAT UNDER NORMAL CONDITIONS, THERE BE ONE PERSON FOR EVERY TEN FEET OF PANEL LENGTH, PLUS ONE.

PANEL OVERHANG

DO NOT STAND ON THE END OF UNSUPPORTED (CANTILEVERED) PANELS AT THE EAVE OR RIDGE. STANDING ON THE

CANTILEVER PORTION MAY RESULT IN PANEL COLLAPSE.

POINT LOADS

WHEN PROPERLY SUPPORTED BY THE STRUCTURAL STEEL, PANELS ARE DESIGNED TO SUPPORT UNIFORM LOADS, WHICH ARE EVENLY DISTRIBUTED OVER THE PANEL SURFACES. POINT LOADS THAT OCCUR IN SMALL OR

CONCENTRATED AREAS, SUCH AS HEAVY EQUIPMENT, LADDER, OR PLATFORM FEET, ETC., MAY CAUSE PANEL

DEFORMATION OR EVEN PANEL COLLAPSE.

SLICK SURFACES

PANEL SURFACES AND STRUCTURAL STEEL SURFACES ARE HARD, SMOOTH, AND NONABSORBENT, WHICH CAUSES

THESE SURFACES TO BE VERY SLICK WHEN WET OR COVERED WITH SNOW OR ICE. EVEN BLOWING SAND OR HEAVY

DUST CAN MAKE THESE SURFACES DIFFICULT TO WALK ON WITHOUT SLIPPING.

UNPAINTED PANEL SURFACES ARE OFTEN COATED WITH OIL TO ACCOMMODATE THE PANEL-FABRICATION PROCESS.

ALTHOUGH DESIGNED TO WASH AWAY OR EVAPORATE DURING NORMAL WEATHER, THE OIL ON NEW PANELS CAN BE

EXTREMELY SLICK, ESPECIALLY DURING PERIODS OF LIGHT RAIN AND DEW.

CAUTION MUST BE EXERCISED TO PREVENT SLIPPING AND FALLING ONTO THE ROOF SURFACE OR EVEN SLIDING OFF

THE ROOF. NON-SLIP FOOTWEAR IS A NECESSITY AND NON-SLIP WORKING PLATFORMS ARE RECOMMENDED.

ELECTRICAL CONDUCTANCE

METAL PANELS ARE EXCELLENT ELECTRICAL CONDUCTORS. A COMMON CAUSE OF INJURY IS THE CONTACT OF

METAL PANELS WITH POWER LINES DURING HANDLING AND INSTALLATION. THE LOCATION OF ALL POWER LINES MUST

BE NOTED AND, IF POSSIBLE, FLAGGED. THE INSTALLATION PROCESS MUST BE ROUTED TO AVOID ACCIDENTAL

CONTACT WITH ALL POWER LINES AND HIGH VOLTAGE SERVICES AND EQUIPMENT. ALL TOOLS AND POWER CORDS

MUST BE PROPERLY INSULATED AND GROUNDED AND THE USE OF APPROVED GROUND FAULT CIRCUIT BREAKERS IS

RECOMMENDED.

FALSE SECURITY OF INSULATION

BLANKET AND RIGID BOARD INSULATION BLOCK THE INSTALLER’S VIEW OF THE GROUND BELOW THE ROOF. SERIOUS

INJURY CAN OCCUR WHEN THE INSTALLER GETS A FALSE SENSE OF SECURITY BECAUSE HE CANNOT SEE THE

GROUND AND STEPS THROUGH THE INSULATION.

SHARP EDGES

SOME EDGES OR PANELS AND FLASHING ARE RAZOR SHARP AND CAN CAUSE SEVERE CUTS IF PROPER PROTECTIVE

HAND GEAR IS NOT WORN. BE CAREFUL NOT TO INJURE OTHERS WHILE MOVING PANELS AND FLASHING.

COORDINATION WITH OTHER TRADES

SUPPORTS FOR THE ROOF SYSTEM SHALL BE PROVIDED AND ARE REQUIRED AS SHOWN IN THE SECTIONS AND AS

NOTED IN THESE SPECIFICATIONS. ALL NECESSARY CLEARANCE DIMENSIONS FOR PROPER ELEVATIONS RELATIVE TO

THE ROOF PANELS HAVE BEEN SHOWN. THE ERECTOR SHALL BE RESPONSIBLE FOR COORDINATING THESE

DIMENSIONAL REQUIREMENTS WITH OTHER TRADES ASSOCIATED WITH THE BUILDING ROOF SYSTEM.

ERECTION CARE

THE ERECTOR MUST BE SKILLED IN THE ERECTION OF METAL BUILDING SYSTEMS AND IS RESPONSIBLE FOR

COMPLYING WITH ALL APPLICABLE LOCAL, FEDERAL AND STATE CONSTRUCTION AND SAFETY REGULATIONS

INCLUDING OSHA REGULATIONS AS WELL AS ANY APPLICABLE REQUIREMENTS OF LOCAL, NATIONAL OR

INTERNATIONAL UNION RULES OR PRACTICES. THE ERECTOR REMAINS SOLELY RESPONSIBLE FOR THE SAFETY AND

APPROPRIATENESS OF ALL TECHNIQUES AND METHODS UTILIZED BY ITS CREWS IN THE ERECTION OF THE METAL

BUILDING SYSTEM AND/OR THE ROOF SYSTEM. THE ERECTOR IS ALSO RESPONSIBLE FOR SUPPLYING ANY SAFETY

DEVICES SUCH AS SCAFFOLDS, RUNWAYS, NETS, ETC. WHICH MAY BE REQUIRED TO SAFELY ERECT THE METAL

BUILDING SYSTEM AND/OR ROOF SYSTEM.

THE ERECTOR OF THE ROOF SYSTEM SHALL EXERCISE GREAT CARE AND ATTENTION TO THE DETAILS AS SHOWN ON

THESE DRAWINGS TO INSURE A SECURE AND PROPER FIT OF ALL COMPONENTS. MBS SHALL NOT BE RESPONSIBLE

FOR SUPERVISING AND/OR COORDINATING THE ERECTION OF THE ROOF SYSTEM WITH OTHER TRADES.

DUE CONSIDERATION MUST BE GIVEN BY THE ERECTOR TO THE EFFECTS OF THERMAL EXPANSION AND

CONTRACTION WHEN ERECTING A ROOF TIE-IN TO AN EXISTING STRUCTURE TO INSURE A SAFE, SECURE, WEATHERTIGHT CONDITION. FLASHING FOR TIE-INS TO EXISTING BUILDINGS IS TYPICALLY NOT INCLUDED AS PART OF

THE MATERIAL PROVIDED BY MBS. REFER TO THE SECTIONS/DETAILS FOR SPECIFIC MATERIALS PROVIDED BY MBS.

ERECTORS RESPONSIBILITY

R-PANEL ROOF GENERAL NOTES

BUILDING & PANEL PREPARATION

STEP 1: PLUMB AND SQUARE

THE FIRST STEP IN THE SUCCESSFUL INSTALLATION OF

ROOF PANELS IS TO HAVE THE PRIMARY FRAMING

PLUMB AND SQUARE. FOR BEST RESULTS, IT IS

RECOMMENDED THAT A TRANSIT BE USED WHEN

ERECTING THE STRUCTURAL STEEL. MAKE SURE THAT

THE FOUNDATION AND BUILDING STRUCTURE IS

SQUARE, LEVEL, AND CORRECT TO THE OUT-TO-OUT

STEEL LINE DIMENSIONS.

SEE FIGURE "A"

STEP 2: PRE-DRILL PANEL LAP

STACK PANELS WITH ENDS FLUSH ON A LEVEL PLACE

ON THE GROUND IN PILES NOT EXCEEDING 10 PANELS.

THEN PLACE SMALL WOODEN BLOCKS UNDER

SIDE-LAPPING EDGE OF STACK OF PANELS TO HOLD

THEM AT CORRECT HEIGHT AND POSITION WHILE

DRILLING FASTENER HOLES. HOLD PANELS TIGHTLY

TOGETHER AT EACH END WITH CLAMPING PLIERS.

CAREFULLY MARK POSITIONS FOR SIDE-LAP FASTENERS

ON TOP OF HIGH RIB. FASTENERS SHOULD BE LOCATED

“ON CENTER” OF HIGH RIB. DRILL HOLES FOR “STITCH”

FASTENER (USE #1,-7/32” - 15/64” DRILL-BIT) ON TOP

SHEET OF SIDE-LAP. BE SURE PANELS ARE WELL

NESTED BEFORE DRILLING.

SEE FIGURE "B"

FIELD CUTTING PANELS

WHEN FIELD CUTTING OR MITERING ROOF PANELS, NON-ABRASIVE CUTTING TOOLS SUCH AS NIBBLERS OR TIN-SNIPS

SHALL BE USED. ABRASIVE CUTTING TOOLS SUCH AS MECHANICAL GRINDERS OR POWER SAWS CAN DAMAGE THE

MATERIAL FINISH AND CREATE EXCESS METAL SHAVINGS THAT CAN CORRODE THE PANELS. THE USE OF

NON-APPROVED CUTTING DEVICES MAY VOID THE FACTORY WARRANTY.

ANY METAL SHAVINGS THAT ARE CREATED NEED TO BE CLEANED FROM THE PANEL TO PREVENT SCRATCHING

AND/OR CORROSION. THE MANUFACTURER WILL NOT ACCEPT CLAIMS FOR DAMAGE/DETERIORATION DUE TO USE OF

UNAPPROVED TOOLS.

SQUARE

SQUARE

FIGURE "A"

EAVE BEAM AT HIGH EAVEEAVE BEAM AT LOW EAVE

SECOND PURLIN SECOND PURLIN

FASTENER

IF THIS PROJECT HAS AN EAVE BEAM WITH (2) PURLINS, AS SHOWN, DO NOT ATTACH ROOF PANEL TO THE "SECOND"

PURLIN.

SPECIAL CONDITION AT A STRONG-BACK EAVE BEAM

DEFINITION

COMPONENTS WITH DETAILING DEFINITION IS A CASE WHERE MBS IS PROVIDING THE ROOF SYSTEM TO BE USED IN

CONJUNCTION WITH ANOTHER STRUCTURE. MBS REFERS TO THAT AS A "COMPONENTS WITH DETAILING." THIS SIMPLY

MEANS THAT MBS SHALL CALCULATE THE QUANTITIES AND LENGTHS FOR THE MATERIAL REQUIRED. MBS IS

PERFORMING NO ENGINEERING STUDY OF THE EXISTING STRUCTURE. THE ENGINEER OF RECORD ON THE PROJECT

SHALL BE RESPONSIBLE FOR COORDINATING THE ROOF SYSTEM WITH THE OTHER TRADES OF THE PROJECT TO

INSURE A SAFE, QUALITY AND PROPER APPLICATION OF THE ROOF SYSTEM.

DIAPHRAGM

THE ROOF IS DESIGNED TO ACT AS A DIAPHRAGM FOR RESISTING LATERAL LOAD FORCES OR PROVIDING LATERAL

STABILITY TO THE ROOF STRUCTURAL MEMBERS. DUE CONSIDERATION FOR THIS MUST BE ADDRESSED BY THE

PROJECT ENGINEER OF RECORD BASED ON PANEL CAPACITY INFORMATION AND FASTENING PATTERN. WHEN

REPLACING AN EXISTING SCREWDOWN ROOF, ADDITIONAL BRACING MAY BE REQUIRED TO LATERALLY SUPPORT THE

MEMBERS. ENGINEERING AND MATERIAL FOR THESE USES SHALL NOT BE PROVIDED BY MBS.

ROOF SYSTEM COMPONENT WITH DETAILING

STRIP A FASTENER?

IF YOU STRIP H1030 OR H1050

REPLACE IT WITH H1000

IF YOU STRIP H1000 IN ENDLAP YOU MUST

REBUILD THE ENDLAP

H1030 / H1050 H1000

PANEL ORIENTATION AND ALIGNMENT

NOTE THE ORIENTATION OF THE PROFILE AND BEARING LEG FOR THE LEADING EDGE OF THE PANEL. PANELS

SHOULD BE INSTALLED AS SHOWN BELOW TO HELP MAINTAIN PANEL MODULARITY / COVERAGE FOR THE LENGTH OF

THE ROOF.

PANEL ERECTION

STEEL LINE

LAP LEG

BEARING LEG

FIGURE "B"

3'-0" (PANEL COVERAGE

DRILL BIT

TOP LAP

PRE-DRILLED

TOP PANEL

WOOD BLOCK

CAUTION:

DO NOT ALLOW THE

MASTIC TO BRIDGE

ACROSS INSIDE RADII

CREATING VOIDS

MASTIC

VOID

VOID

ROOF

PANEL

FOLD MASTIC AND PUSH

FOLD INTO THE RADIUS

NO VOID

ROOF

PANEL

D A

T hi s se al p er ta in s o n ly to th e m a te ri a ls de si gn ed a nd s u p p lie d b y

N u co r

B ui ld in g S ys te m s, a d iv is io n o f N u co r C or po ra tio n.

T h e d ra w in g s a n d th e m et al b ui ld in g s w h ic h th e y re p re se n t ar e th e pr od u ct o f N u co r

B u ild in g S ys te m s.

T h e r e g is te r p ro fe ss io n a l en gi ne er w ho se s e a l a p p e a rs o n th e se dr aw in gs is e m p lo ye d b y N u co r B ui ld in gs

S ys te m s a n d d o e s n o t s e rv e as o r r ep re se n t t h e p ro je ct e n g in e e r o f re co rd a nd s h a ll n o t b e c o n st ru e d as s u ch

S H

E E

T

IS

S

U E

D W

N C

H K

E N

G P

E D

A T

E P

R O

JE

C

T N

A M

E

C U

S T

O M

E R

N A

M E

JO

B

N U

M B

E R

S H

E E

T T

IT

L

E

D O

F

B ig h o rn

S te e l B u ild in g s

D C o v e re d P a rk in g

R

U L

A

C o lo ra d o S p ri n g s, C

O

P u e b lo C

TRIM_398

R-Panel ROOF w/ SCULPTURED RAKE DETAIL w/ WALL PANELS

SEE WALL SHEETING ERECTION NOTES FOR WALL PANEL FASTENER LOCATIONS

RAKE SCULPTURED

H1050 (4" O.C. BETWEEN SUPPORTS)

ROOF PANEL

ROOF INSULATIONV

A

R

IE

S

ROOF SECONDARY

H10 FASTENERS

SL

2 1/4" TAPE MASTIC MK. H3020

FILL CAVITY WITH

SLIDE FIELD CUT SECTION OF FLASHING ENDLAP BACKER ONTO THE LOWER TRIM PIECE AS SHOWN BELOW.

2"UPPER TRIM LOWER

FEB120

3/4" TAPE

5 1/4"

2 5/8" 2 5/8"

NOTCH HEM AND

FIELD CUT FROM STANDARD FEB120

FEB120

3/4" TAPE

H3152

2 1/4" TAPE

H1100 POP RIVETS

3/4" MASTIC

H1050 STITCH

H1030 STRUCTURAL H1050 STITCH

R-PANEL COR__

A-PANEL

REV. R-PANEL

COA__

COV__

WALL PANEL CLOSURE WALL INSULATION

WALL PANEL

START DIMENSION

FIELD CUT AS REQ'D

RAKE SCULPTURED DETAIL

MK. RS_ _ _ _

H1030/H1035 (AT SUPPORTS)

(NOT BY MBS)

T O

P O

F P

A N

E L

T O

E A

V E

MEMBER

@ 1'-0" O.C.

BETWEEN TRIM & ROOF PANEL

(APPLY MASTIC TO TRIM PRIOR

TO INSTALLING TRIM)

INSULATION

RAKE LAP & FLASHING BACKER

PLACE TAPE MASTIC NEXT TO HEM OF THE BACKER (NOT ON TOP OF HEM). APPLY CONTINUOUS BEAD OF

CAULK 1" FROM END OF TRIM DOWN PROFILE OF TRIM. FASTEN LAP WITH STITCH FASTENERS AND POP

RIVETS AS SHOWN. ROOF STRUCTURAL FASTENERS SHOULD BE USED TO FASTEN THROUGH PANEL FLAT

INTO RAKE ANGLE.

TRIM

MASTIC

BEND DOWN 90°

FLASHING ENDLAP BACKER

MASTIC

POLYURETHANE

CAULK

MASTIC

MARRY TO

MASTIC BELOW

FASTENERS

FASTENERS FASTENERS

(NOT BY MBS)

H1020 AT EACH SUPPORT

CL RIB

(SEE ROOF PLAN)

DE0010

TRIM_350

STANDARD CORRUGATED DOWNSPOUT DETAIL

MK. DSCS___

DOWNSPOUT "S"

REFERENCE GUTTER AND DOWNSPOUT SCHEDULE FOR

ERECTOR NOTES:

1. MITERING OF THE "S" WILL

BE REQUIRED AT SLOPES

OVER 4:12 FOR PROPER

LINE UP WITH THE

DOWNSPOUT.

2. IF PROJECT CONTRACT

SPECIFIES "S" SHAPES AT

THE BOTTOM OF THE

DOWNSPOUT IN LIEU OF

ELBOWS, SEE DETAIL

GA0105.

3. LOCATE ONE

DOWNSPOUT STRAP AT

EVERY "S", ELBOW AND

DOWNSPOUT SPLICE.

GUTTER

5"4"

USE (4) POP RIVETS MK.

H1100 AT ALL ELBOW, "S",

AND DOWNSPOUT

CONNECTIONS U.N.O.

DOWNSPOUT MARK NUMBERS

MK. DSCE___

REQUIRED

FEMALE END

MALE END

TYPICAL AT

ALL SPLICES

DSC120

DOWNSPOUT

ELBOW IF

FULL OR PARTIAL

SECTION AS

REQUIRED

DOWNSPOUT STRAP

MK. DSSTRAP (SCREW STRAP TO

WALL USING (1) H10 FASTENER

BEFORE INSERTING DOWNSPOUT)

FIELD BEND STRAP AND FASTEN TO

DOWNSPOUT WITH (2) H10

FASTENERS

DOWNSPOUT STRAP BRACKET MK.

DSSTBRK FOR USE WITH A-PANEL OR

REVERSE R-PANEL. ATTACH AT

PANEL RIB ONLY. USE (2) H10

FASTENERS

DOWNSPOUT STRAP (MK. DSSTRAP) AND STRAP BRACKETS (MK. DSSTBRK) ARE ALSO PROVIDED FOR MASONRY

WALL APPLICATIONS AS WELL AS FOR ATTACHMENT TO COLUMNS. FASTENERS TO MASONRY ARE NOT PROVIDED.

H10 FASTENERS ARE PROVIDED FOR COLUMN ATTACHMENT APPLICATIONS, PRE-DRILLING WILL BE REQUIRED.

MARK OPENING LOCATION

USING A DOWNSPOUT TO

SIZE OVAL AREA. NEXT, CUT

ALONG THE DASHED LINES.

BEND TABS DOWN ALONG

THE SOLID LINES AND

ATTACH DOWNSPOUT "S" TO

GUTTER TABS WITH (4) H10

FASTENERS

NOTE: GUTTER PROFILE MAY VARY.

SEE LOW EAVE GUTTER DETAIL.

G A

SEE WALL SHEETING ERECTION DETAIL FOR

MK. H4200 MK. H4210

UNTIL WALL PANELS ARE INSTALLED, (3) H10 SCREWS ARE TO BE USED

ERECTOR NOTE:

WALL PANEL

BASE TRIM MK. BSB121

BASE MEMBER

FASTEN AT 3'-0" O.C.

SEALANT (NOT BY

**-1/8" GAP RECOMMENDED

STEEL LINE

1/

8"

BASE TRIM DETAIL

END CLOSURE DETAIL OUTSIDE CORNER TRIM INSIDE CORNER TRIM

H10 FASTENERS

1" B

O T

T O

M O

F W

A

LL

T O

P O

F S

LA

B

O R

TRIM_365WALL PANEL FASTENER LOCATIONS

FOR TEMPORARY INSTALLATION OF THE BASE TRIM.

(ANGLE, CHANNEL

OR HOT ROLL

CHANNEL)

MAX (FASTENERS NOT

BY NBG)

NBG)

FOR WATER DRAINAGE

AT O.C.

P A

N E

L M

A S

O N

R Y

MK. @ R-PANEL

MK. @ A-PANEL

MK. @ REVERSE R-PANEL

GB0020

FIELD TAB AND BEND TO CLOSE

6"

H10 AT EACH SUPORT

H10 12" O.C. BETWEEN SUPPORTS

OUTSIDE CORNER

MK COB___

GIRTS

START / FINISH DIM

SEE ELEVATION

S T

A R

T

F

IN

IS

H

D

IM

S E

E E

LE

V

A T

IO

N

C L

SL CL

S L

H10 12" O.C.

NOTE 1

OUTSIDE CORNER DETAIL

NOTE 1

TYPICALLY FILLER TRIM MK. MFR121

(SHOWN) IS NOT REQUIRED WHERE

START/FINISH DIMENSION IS LESS THAN OR

EQUAL TO 3 1/2". HOWEVER AT LEAST (1)

RUN OF FILLER TRIM MAY BE PROVIDED

FOR WALL PANEL MODULARITY. SEE

ELEVATIONS

WALL PANEL

WALL PANEL

G C

TRIM_353

TRIM_362

H10

AT EACH SUPORT

WALL PANEL

PANEL TERMINATION

JAMB TRIM

MK JTA_

GIRT

FIELD CUT PANELS AS REQUIRED

G C

TRIM_351

CORRUGATED DOWNSPOUT DETAIL AT OVERHANG

REFERENCE GUTTER AND DOWNSPOUT SCHEDULE FOR

DOWNSPOUT MARK NUMBERS

ELBOW MK. DSCEAB

FULL OR PARTIAL

SECTION AS REQUIREDELBOW

MK. DSCEAA

ERECTOR NOTES:

1. IF PROJECT CONTRACT

SPECIFIES "S" SHAPES AT

THE BOTTOM OF THE

DOWNSPOUT IN LIEU OF

ELBOWS, SEE DETAIL

GA0105.

2. LOCATE ONE

DOWNSPOUT STRAP AT

EVERY ELBOW AND

DOWNSPOUT SPLICE.

USE (4) POP RIVETS MK.

H1100 AT ALL ELBOW AND

DOWNSPOUT CONNECTIONS

U.N.O.

GUTTER

NOTE: THIS TO BE SEAM

SIDE ON ELBOWS

DOWNSPOUT STRAP (MK. DSSTRAP) AND STRAP BRACKETS (MK. DSSTBRK) ARE ALSO PROVIDED FOR MASONRY

WALL APPLICATIONS AS WELL AS FOR ATTACHMENT TO COLUMNS. FASTENERS TO MASONRY ARE NOT PROVIDED.

H10 FASTENERS ARE PROVIDED FOR COLUMN ATTACHMENT APPLICATIONS, PRE-DRILLING WILL BE REQUIRED.

REQUIRED

FEMALE END

MALE END

TYPICAL AT

ALL SPLICES

ELBOW IF

FULL OR PARTIAL

SECTION AS

REQUIRED

MARK OPENING LOCATION USING A

DOWNSPOUT TO SIZE OVAL AREA.

NEXT, CUT ALONG THE DASHED

LINES. BEND TABS DOWN ALONG

THE SOLID LINES AND ATTACH

DOWNSPOUT ELBOW TO GUTTER

TABS WITH (4) H10 FASTENERS

MK. DSCE__

DOWNSPOUT STRAP

MK. DSSTRAP (SCREW STRAP TO

WALL USING (1) H10 FASTENER

BEFORE INSERTING DOWNSPOUT)

FIELD BEND STRAP AND FASTEN TO

DOWNSPOUT WITH (2) H10

FASTENERS

NOTE: GUTTER PROFILE MAY VARY.

SEE LOW EAVE GUTTER DETAIL.

DOWNSPOUT STRAP BRACKET MK.

DSSTBRK FOR USE WITH A-PANEL OR

REVERSE R-PANEL. ATTACH AT

PANEL RIB ONLY. USE (2) H10

FASTENERS

G A

DSC120

DOWNSPOUT

T hi s se al p er ta in s o n ly to th e m a te ri a ls de si gn ed a nd s u p p lie d b y

N u co r

B ui ld in g S ys te m s, a d iv is io n o f N u co r C or po ra tio n.

T h e d ra w in g s a n d th e m et al b ui ld in g s w h ic h th e y re p re se n t ar e th e pr od u ct o f N u co r

B u ild in g S ys te m s.

T h e r e g is te r p ro fe ss io n a l en gi ne er w ho se s e a l a p p e a rs o n th e se dr aw in gs is e m p lo ye d b y N u co r B ui ld in gs

S ys te m s a n d d o e s n o t s e rv e as o r r ep re se n t t h e p ro je ct e n g in e e r o f re co rd a nd s h a ll n o t b e c o n st ru e d as s u ch

S H

E E

T

IS

S

U E

D W

N C

H K

E N

G P

E D

A T

E P

R O

JE

C

T N

A M

E

C U

S T

O M

E R

N A

M E

JO

B

N U

M B

E R

S H

E E

T T

IT

L

E

D O

F

B ig h o rn

S te e l B u ild in g s

D C o v e re d P a rk in g

R

U L

A

C o lo ra d o S p ri n g s, C

O

P u e b lo C

TRIM_451

EAVE GUTTER DETAIL w/ WALL PANELS

EAVE GUTTER DETAIL

5 1/4"

GUTTER HANGER

H2190 @ 2'-0" O.C. w/ (3)

H1050 FASTENERS

GUTTER

MK. GS_ _ _ _

H1050 FASTENERS

@ 12" O.C.

ROOF INSULATION

(NOT BY MBS)

T O

P O

F P

A N

E L T

O E

A V

E

LOW EAVE FLASH MK. LBU121

w/ H10 FASTENERS @ 1'-0" O.C.

(2" LAP WITH H3152

POLYURETHANE CAULK)

1/2" TAPE MASTIC

H3010

SEE WALL SHEETING ERECTION NOTES FOR WALL PANEL FASTENER LOCATIONS

GUTTER LAP & END CAP

APPLY BEAD OF POLYURETHANE CAULK 1" FROM END OF TRIM AND LAP SECTIONS 2" AND FASTEN AS

SHOWN. TO TERMINATE THE GUTTER APPLY POLYURETHANE CAULK TO THREE SIDES OF END CAP AND TOP

RETURN AREA AS SHOWN AND INSERT INTO THE GUTTER LEAVING 1/2" EXPOSED. ATTACH WITH RIVETS

SAME AS END LAP.

SL

2" LAP LINE

H3152

POLYURETHANE

CAULK

H1100

POP RIVETS

H3152

POLYURETHANE

CAULK

H4000_ GUTTER

END CAP

R-PANEL COR__

A-PANEL

REV. R-PANEL

COA__

COV__

WALL PANEL CLOSURE

EAVE MEMBER

WALL INSULATION

(NOT BY MBS)

WALL PANEL

INSIDE PANEL CLOSURE

MK. CIRS0 WITH 3/4" TAPE

MASTIC (MK. H3000) TOP

AND BOTTOM

R-PANEL ROOF

3/4" TAPE MASTIC

MK. H3000, CONTINUOUS

H10 FASTENER (SEE

THE ROOF STRUCTURAL

FASTENER SPACING

DETAIL)

3/4" TAPE MASTIC MK. H3000

(6" PIECE) DIRECTLY BELOW

FASTENERS

PLACE

GUTTER BRACKET

UNDER THE LIP OF

THE GUTTER

D D

TRIM_408

R-Panel ROOF

RIDGE CAP

AT EACH RIDGE CAP

ROOF INSULATION

CL

5 1/4" 5 1/4"

1'-4"

>1:12 & ≤ 2:12

H10 FASTENER (SEE

3"

≤ 1:12

>2:12 & ≤ 3:12

>3:12 & ≤ 4:12

RRD2

RRD1

RRD3

RRD4

3/4" TAPE MASTIC

WITH 60'-0" PANEL RUN AND 4:12 ROOF SLOPE

DIE-FORMED RIDGE CAP

MK. RRD_

SIDELAP INSTALL 1/2"

TAPE MASTIC MK. H3010

WITH (6) H1050

FASTENERS

EQUALLY SPACED

(NOT BY MBS)

RIDGE CAP OPTIONS

ROOF SLOPE MARK NUMBER

THE ROOF STRUCTURAL

FASTENER SPACING

DETAIL FOR SPACING)

H1020 FASTENERS WITH H2200 INSULATION WASHERS HAVE BEEN

SUPPLIED 12" O.C. FOR INSULATION ATTACHMENT AT RIDGE.

MK. H3000

DG0011

TRIM_472

EAVE WITH OR WITHOUT GUTTER CONTINUATION AT PARTIAL WALL

LOW EAVE PARTIAL WALL

3/4" TAPE MASTIC H3000

GUTTER LAP & END CAP

APPLY BEAD OF POLYURETHANE CAULK 1" FROM END OF TRIM AND LAP SECTIONS 2" AND FASTEN AS

SHOWN. TO TERMINATE THE GUTTER APPLY POLYURETHANE CAULK TO THREE SIDES OF END CAP AND TOP

RETURN AREA AS SHOWN AND INSERT 1/2" INTO END OF GUTTER. ATTACH WITH RIVETS SAME AS END LAP.

2" LAP LINE

H3152

POLYURETHANE

CAULK

H1100

POP RIVETS

H3152

POLYURETHANE

CAULK

H4000_ GUTTER

END CAP

EXTENSION TRIM LOW EAVE

ETL1121 @ 8", 9 1/2" & 10"

PURLINS

ETL2121 @ 12" PURLINS

60H10 FASTENERS

@ 1'-0" O.C.

5 1/4"

GUTTER HANGER

H2190 @ 2'-0" O.C.

w/ (3) H1050 FASTENERS

GUTTER

MK. GS_ _ _ _

H1050 FASTENERS

@ 1'-0" O.C. ROOF PANEL

LOW EAVE FLASH MK. LBU121

1/2" TAPE MASTIC

H3010

SL

H10 FASTENERS @ 1'-0" O.C.

H10 FASTENERS @ 1'-0" O.C.

H10 FASTENERS @ 1'-0" O.C.40

GUTTER SHOWN IF REQ'D

G

REQ'D ONLY

FOR GUTTER

G

G

G

G

G

H10 FASTENER (SEE

THE ROOF STRUCTURAL

FASTENER SPACING

DETAIL)

INSIDE PANEL CLOSURE

MK. CIRS0 WITH 3/4" TAPE

MASTIC (MK. H3000) TOP

AND BOTTOM

3/4" TAPE MASTIC MK. H3000

(6" PIECE), BETWEEN PANEL

AND HANGER @ FASTENERS

HTD121

D O

X

T hi s se al p er ta in s o n ly to th e m a te ri a ls de si gn ed a nd s u p p lie d b y

N u co r

B ui ld in g S ys te m s, a d iv is io n o f N u co r C or po ra tio n.

T h e d ra w in g s a n d th e m et al b ui ld in g s w h ic h th e y re p re se n t ar e th e pr od u ct o f N u co r

B u ild in g S ys te m s.

T h e r e g is te r p ro fe ss io n a l en gi ne er w ho se s e a l a p p e a rs o n th e se dr aw in gs is e m p lo ye d b y N u co r B ui ld in gs

S ys te m s a n d d o e s n o t s e rv e as o r r ep re se n t t h e p ro je ct e n g in e e r o f re co rd a nd s h a ll n o t b e c o n st ru e d as s u ch

S H

E E

T

IS

S

U E

D W

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H K

E N

G P

E D

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T N

A M

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C U

S T

O M

E R

N A

M E

JO

B

N U

M B

E R

S H

E E

T T

IT

L

E

D O

F

B ig h o rn

S te e l B u ild in g s

D C o v e re d P a rk in g

R

U L

A

C o lo ra d o S p ri n g s, C

O

P u e b lo C

1/

2"

1/

2"

7"

12"

1/

2"

1/

2"

7"

12"

1/

2"

1/

2"

7"

12"

1/

2"

12"

1/

2"

12"

1/

2"

12"

9 1/2" 9 1/2"9 1/2"

1/

2"

1/

2" 12"

1/

2"

1/

2"

12"

1/

2"

1/

2"

12"

1/

2"

1/

2"

1/

2"

1/

2"

1/

2"

1/

2"

R-Panel ROOF STRUCTURAL FASTENER SPACING (STANDARD)

12"

12"

12"

36"

END LAP, IF REQUIRED

NOTE:

FIELD DRILLING AT LAPPED OR

NESTED PURLIN CONDITIONS

MAY BE REQUIRED FOR

STRUCTURAL FASTENERS

STRUCTURAL FASTENER

MK. H10

SEE THE R-Panel ROOF SIDE LAP

FASTENER SPACING DETAIL FOR

SIDE LAP FASTENER SPACING

LOW EAVE

END OF PANEL

EAVE MEMBER (VARIES), EAVE

STRUT SHOWN FOR REFERENCE

INTERMEDIATE

PURLIN

END LAP PURLIN

(IF END LAP IS REQUIRED)

INTERMEDIATE

PURLIN

RIDGE OR

HIGH EAVE

PURLIN

FASTEN INSULATION WITH H1020 FASTENER & H2200 INSULATION WASHER 12"

O.C. AT LOW SIDE AND HIGH SIDE MEMBERS. FASTEN AT AT HIGH RIB LOCATIONS.

D A

TRIM_496

1/2" TAPE MASTIC

MK. H3010

SIDE LAP MASTIC DETAIL

(AT FULL LENGTH OF ALL SIDE LAPS)

R-Panel ROOF SIDE LAP FASTENER SPACING (STANDARD)

6" O.C. 6" 6" 6" O.C. 6"

6" MAX

PURLIN

ROOF PANEL

PURLIN

ROOF PANEL

FIRST TWO LOW EAVE SPANS

SPANS GREATER THAN 5'-0"

PURLIN

ROOF PANEL

SPANS LESS THAN OR EQUAL TO 5'-0"

(EACH SUPPORT AND 1/3 POINTS BETWEEN SUPPORTS)

(EACH SUPPORT AND 6" ON CENTER BETWEEN SUPPORTS)

EAVE MEMBER

VARIES, EAVE

STRUT SHOWN

FIRST PURLIN

UPSLOPE FROM EAVE

EAVE MEMBER (VARIES), EAVE

STRUT SHOWN FOR REFERENCE

SIDE LAP FASTENERS (MK. H1050) AT EACH SUPPORT

AND 6" ON CENTER BETWEEN SUPPORTS

AT THE FIRST TWO LOW EAVE PURLIN SPANS

SECOND PURLIN

UPSLOPE FROM EAVE

BELOW LEFT FOR SIDE LAP FASTENER SPACING

AT THE REMAINDER OF THE PANEL RUN6"

TYPICAL SIDE LAP

SEE THE R-Panel ROOF STRUCTURAL

FASTENER SPACING DETAIL FOR

STRUCTURAL FASTENER SPACING

EQUAL EQUAL EQUAL

EQUAL* EQUAL*

NON-UL 90

EACH SUPPORT AND SPACED EQUALLY BETWEEN

SUPPORTS. NOT TO EXCEED 18" (1'-6").

UL 90

EACH SUPPORT AND MIDPOINT BETWEEN SUPPORTS.

SIDE LAP FASTENERS (MK. H1050) SEE DETAILS

D A

TRIM_497

DETAIL SHOWN WITH WALL PANEL AND CORNER TRIM. MASONRY AND

LOW EAVE

H1100 POP

FASTENERS (4" O.C.)

1 1/2"

H4000_GUTTER

RSCE RAKE

RSCE RAKE

H4000_GUTTER

RSCL/RSCR

RAKE TRIM

RSCL/RSCR

(6) H1100 POP

RSCE RAKE

H4000_GUTTER

WALL CORNER

COPE FLUSH

TRIM_501

APPLY POLYURETHANE TUBE CAULK (H3152) TO THE

OUTSIDE PERIMETER OF THE END CAP ASSEMBLY RSCE &

H4000_ AND PLACE IT INSIDE THE RAKE TRIM WITH THE

FLAT EDGE OF THE GUTTER END CAP FLUSH WITH THE

END OF THE RAKE TRIM. FASTEN WITH POP RIVETS

(H1100).

• RS_121 X 10’-1” • RS_242 X 20’-2”

EXTEND THE LOW EAVE END OF THE RAKE TRIM FLUSH

WITH THE LOW EAVE END OF THE ROOF PANEL. FASTEN

THE RAKE TRIM TO THE ROOF PANEL AS INDICATED IN

THE RAKE TRIM DETAIL.

COPE THE BOTTOM VERTICAL LEG OF THE RAKE TRIM

FLUSH WITH THE OUTSIDE EDGE OF THE WALL CORNER

TRIM.

ALWAYS START THE RAKE TRIM INSTALLATION AT THE

LOW EAVE WORKING TOWARD THE HIGH EAVE OR RIDGE.

INSULATED WALL PANEL CONDITIONS SIMILAR.

SCULPTURED RAKE TO BASIC LOW EAVE

BASIC TRIM

RIVETS

OPPOSITE VIEW

(FOR CLARITY)

END CAP

CAP END

CAP END

END CAP

RAKE CAP

RAKE CAP WITH

TUBE CAULK

RIVETS

CAP END

END CAP

TRIM

WITH WALL

CORNER TRIM

ASSEMBLE THE RAKE CAP END (RSCE) TO THE

GUTTER END CAP (H4000_) WITH (6) POP RIVETS

(H1100) AS SHOWN.

• RSCL (LEFT) • RSCR (RIGHT)

APPLY POLYURETHANE TUBE CAULK (H3152) TO (3)

SIDES OF THE RSCR/L AND PLACE IT ON THE END

OF THE PANEL. HOLD THE END CAP ASSEMBLY

AGAINST THE CORNER TRIM TO ALIGN THE RAKE

CAP TO THE BACK OF THIS ASSEMBLY. USE (1)

H1030 FASTENER FOR THE RAKE CAP TO EAVE.

DB7020

GUTTER END CAPS

APPLY A CONTINUOUS BEAD OF

POLYURETHANE TUBE CAULK (H3152) AROUND

THREE SIDES OF THE GUTTER END CAP

(H4000_).

INSERT THE GUTTER CAP 1/2" (H4000_) INTO

THE END OF THE GUTTER.

FASTEN WITH POP RIVETS (H1100) AS SHOWN

IN GUTTER DETAIL. APPLY POLYURETHANE

TUBE CAULK (H3152) AROUND PERIMETER

INSIDE GUTER TO SEAL CAP.

EXTEND GUTTER BEYOND FACE OF WALL

CORNER TRIM AS SHOWN.

RAKE CAP END INSTALLATION

HOLD THE RAKE CAP END (RSCE) TIGHT TO

THE BACK OF AND FLUSH WITH THE BOTTOM

OF THE GUTTER. FASTEN TO THE WALL

CORNER TRIM WITH (2) TRIM-COLORED

SELF-DRILLING SCREWS (H1050).

RAKE CAP INSTALLATION

BEFORE INSTALLING THE RAKE TRIM, THE

RAKE CAP MUST BE INSTALLED.

APPLY POLYURETHANE TUBE CAULK (H3152)

TO (3) SIDES OF THE RAKE CAP AND PLACE IT

ON THE END OF THE PANEL 1½” FROM THE

EDGE OF THE GUTTER END CAP (FLUSH WITH

FACE OF CORNER TRIM.) NO FASTENERS ARE

REQUIRED FOR THE RAKE CAP. FIELD COPE

FLAT OF RAKE CAP AS REQUIRED.

RAKE CAP PART NUMBERS

• RSCL (LEFT)

• RSCR (RIGHT)

RAKE TRIM INSTALLATION AT BUILDING WITH GUTTER

RAKE TRIM PART NUMBERS

• RS_121 X 10’-1”

• RS_242 X 20’-2”

ALL PARTS MUST BE POSITIONED PROPERLY BEFORE

TOUCHING THE MASTIC TO THE ROOF PANEL. MASTIC

CANNOT BE REUSED.

ALIGN THE END OF THE RAKE TRIM WITH THE END OF THE

ROOF PANEL. THIS WILL LAP ONTO THE GUTTER END CAP.

ALWAYS START THE RAKE TRIM INSTALLATION AT THE LOW

EAVE WORKING TOWARD THE HIGH EAVE OR RIDGE. INSTALL

RAKE TRIM ACCORDING RAKE TRIM DETAIL

COPE THE BOTTOM VERTICAL LEG OF THE RAKE TRIM FLUSH

WITH THE OUTSIDE EDGE OF THE WALL CORNER TRIM.

FASTEN THE RAKE TRIM TO THE END CAPS USING POP

RIVETS (H1100)

STEP 1

DETAIL SHOWN WITH WALL PANEL AND CORNER TRIM. MASONRY AND

INSULATED WALL PANEL CONDITIONS SIMILAR.

SCULPTURED RAKE TO ON SLOPE GUTTER

STEP 2

RAKE TRIM. COPE AS

SHOWN. DO NOT

FASTEN THE RAKE

TRIM TO WALL PANEL.

APPLY TUBE CAULK TO 3

SIDES OF THE RAKE CAP

(NO FASTENERS REQ'D)

RAKE CAP,

GUTTER/RAKE

TRIM, AND GUTTER

END CAP MUST BE

INSTALLED BEFORE

THE RAKE TRIM.

1 1/2"

ROOF PANEL

FASTENER

RAKE ANGLE

FIELD CUT THE

BOTTOM OF THE

RAKE CAP RSC_

TO AVOID THE

RAKE ANGLE

WALL PANEL

GUTTER/RAKE

TRIM RSCE

CORNER TRIM

GUTTER END

CAP H4000_

CORNER

TRIM

END OF

GUTTER

D D

TRIM_504

T hi s se al p er ta in s o n ly to th e m a te ri a ls de si gn ed a nd s u p p lie d b y

N u co r

B ui ld in g S ys te m s, a d iv is io n o f N u co r C or po ra tio n.

T h e d ra w in g s a n d th e m et al b ui ld in g s w h ic h th e y re p re se n t ar e th e pr od u ct o f N u co r

B u ild in g S ys te m s.

T h e r e g is te r p ro fe ss io n a l en gi ne er w ho se s e a l a p p e a rs o n th e se dr aw in gs is e m p lo ye d b y N u co r B ui ld in gs

S ys te m s a n d d o e s n o t s e rv e as o r r ep re se n t t h e p ro je ct e n g in e e r o f re co rd a nd s h a ll n o t b e c o n st ru e d as s u ch

S H

E E

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IS

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B

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S H

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D O

F

B ig h o rn

S te e l B u ild in g s

D C o v e re d P a rk in g

R

U L

A

C o lo ra d o S p ri n g s, C

O

P u e b lo C

TRIM_508

APPLY A CONTINUOUS BEAD OF TUBE CAULK ON

THE UNDERSIDE OF THE PEAK BOX AT ALL AREAS

WHERE IT COMES IN CONTACT WITH THE RAKE

TRIM.

METAL PEAK BOX PREPERATION

PEAK BOX PREPARATION

STEP 1

ERECTOR NOTE:

THE FIRST OR LAST PIECE OF RIDGE CAP MUST BE INSTALLED PRIOR TO THE PEAK BOX.

PEAK BOX

NEXT APPLY A CONTINUOUS BEAD OF POLYURETHANE TUBE CAULK (H3152) ON THE UNDERSIDE OF THE PEAK BOX

WHERE IT COMES IN CONTACT WITH THE RAKE TRIMS. APPLY POLYURETHANE TUBE CAULK (H3152) TO ANY GAPS ON

THE UNDERSIDE OF THE PEAK BOX.

RIDGE CAP WITH METAL PEAK BOX INSTALLATION

DETAIL SHOWN WITH ROOF AND WALL PANEL.

PEAK BOX INSTALLATION

STEP 2

RAKE TRIM SHOULD BE RUN UP TO 5" FROM RIDGE LINE OVER THE RIDGE CAP. PLACE 2 1/4" TAPE MASTIC OVER RIDGE

CAP & RAKE TRIM TO SEAL BETWEEN RAKE TRIM AND PEAK BOX.

ROOF SLOPE PEAK BOX

0.5:12 MPA 50

1:12 MPA 01

2:12 MPA 02

3:12 MPA 03

4:12 MPA 04

5:12 MPA 05

6:12 MPA 06

N

N N N N N N N

RAKE TRIM

PEAK BOX

H1050 FASTENER

4" O.C. MAX

NOTE: FILL RIDGE CAP

VOID WITH INSULATION

ROOF PANEL

RAKE TRIM

( RS __ )

SELF-DRILLING

SCREWS

ALIGN THE END OF THE

RIDGE CAP AS SHOWN

PEAK BOX

RIDGE CAP

TUBE CAULK

2 1/4" TAPE

MASTIC (H3020)

UNDER PEAK

BOX

D

G

WALL PANEL ERECTION

1. BLOCK GIRTS TO "LEVEL" POSITION BEFORE

STARTING PANEL ERECTION. MAINTAIN WOOD

BLOCKING (NOT BY METAL BUILDING SUPPLIER) UNTIL

PANEL TO STRUCTURAL FASTENERS ARE INSTALLED.

2. ALIGN AND PLUMB FIRST WALL PANEL.

3. TO PREVENT "OIL-CANNING", ALL PANEL FASTENERS

SHOULD START FROM BASE MEMBER AND THEN BE

SECURED TO EACH STRUCTURAL GIRT TOWARD THE

EAVE.

4. FOUNDATION MUST BE SQUARE, LEVEL, AND

CORRECT TO THE OUT-TO-OUT STEEL LINE

DIMENSIONS.

5. ERECTION CREW IS TO CLEAN ALL WALL PANELS

BEFORE LEAVING JOB SITE.

6. ERECTOR IS TO ERECT PANELS SO THAT SIDELAPS

ARE AWAY FROM THE MAIN TRAFFIC AREA'S LINE OF

SIGHT.

7. STORE PANELS PROPERLY TO PREVENT MOISTURE.

SEE ERECTION MANUAL.

8. AT FLUSH GIRT CONDITIONS, PRE-DRILL COLUMNS

(& STUBS IF REQ'D) FOR EASE OF PANEL ATTACHMENT

AT THESE AREAS.

9. INSTALL BASE PANEL CLOSURES (IF JOB REQUIRES

THEM). SEE BASE TRIM DETAILS.

H10 STITCH FASTENER

H10 STRUCTURAL FASTENER

H10

12" O.C. AT

TRIM

CORNER

TRIM

EAVE

MEMBER

WALL PANEL

SIDE LAP

GIRTS

H10

AT 30" O.C.

MAXIMUM

(MAY OR MAY

NOT LINE UP

WITH

SUPPORTS)

36"

NET COVERAGE

BASE

MEMBER

ERECTOR NOTE: 1/2" SIDELAP MASTIC (H3010) IS

REQUIRED IN SNOWDRIFT CONDITIONS. REFER TO THE

ELEVATIONS FOR LOCATION REQUIREMENTS.G

A

TRIM_532

T hi s se al p er ta in s o n ly to th e m a te ri a ls de si gn ed a nd s u p p lie d b y

N u co r

B ui ld in g S ys te m s, a d iv is io n o f N u co r C or po ra tio n.

T h e d ra w in g s a n d th e m et al b ui ld in g s w h ic h th e y re p re se n t ar e th e pr od u ct o f N u co r

B u ild in g S ys te m s.

T h e r e g is te r p ro fe ss io n a l en gi ne er w ho se s e a l a p p e a rs o n th e se dr aw in gs is e m p lo ye d b y N u co r B ui ld in gs

S ys te m s a n d d o e s n o t s e rv e as o r r ep re se n t t h e p ro je ct e n g in e e r o f re co rd a nd s h a ll n o t b…