RENOVATE ROOF SYSTEM LAMAR READINESS ......BRACING DURING ROOF REPLACEMENT. CONTRACTOR SHALL FULLY SERVICE ALL REUSED MATERIALS/EQUIPMENT TO BE REUSED DURING INSTALLATION. CONTRACTOR

LAMAR READINESS CENTER

OWNER: STATE OF MISSOURI

MICHAEL L. PARSON,

GOVERNOR

PROJECT

MANAGEMENT:

OFFICE OF ADMINISTRATION

DIVISION OF FACILITIES MANAGEMENT,

DESIGN AND CONSTRUCTION

DESIGNER: BUXTON KUBIK DODD

DESIGN COLLECTIVE

PROJECT NUMBER: T1904-01

SITE NUMBER: 6278ASSET NUMBER: 8136278002

LAMAR, MISSOURI

RENOVATE ROOF SYSTEM

DEPARTMENT OF PUBLIC SAFETY

MISSOURI NATIONAL GUARD

OFFICE OF ADJUTANT GENERAL

SHEET

INDEX:GENERAL

G-001 TITLE SHEET

ARCHITECTURAL

AD-101 DEMOLITION ROOF PLANS

AD-201 DEMOLITION EXTERIOR ELEVATIONS

AD-202 DEMOLITION EXTERIOR ELEVATIONS

A-101 ROOF PLANS

A-201 EXTERIOR ELEVATIONS

A-202 EXTERIOR ELEVATIONS

A-501 DETAILS

BARTON COUNTY

MISSOURI

106 BROADWAY

LAMAR, MO 64759

SHEET NUMBER:

12/02/2019

SHEET 1 OF 8 SHEETS

G-001

ABBREVIATIONS APPLY TO ARCHITECTURAL SHEETS ONLY AND ARETYPICAL AND MAY OR MAY NOT OCCUR ON THIS PROJECT. IF ANABBREVIATION FOUND ON DOCUMENTS IS NOT LISTED,CONTRACTOR SHALL CONTACT ARCHITECT FOR INTERPRETATION.

ETC USED AT THE END OF A LIST TO INDICATE THAT FURTHER, SIMILAR ITEMSARE INCLUDED

IBC 2018 INTERNATIONAL BUILDING CODEIE FOR EXAMPLEMAX MAXIMUMMIN MINIMUMNTS NOT TO SCALEPREP PREPARE SOMETHING; MAKE READYSMACNA SHEET METAL AND AIR CONDITIONING CONTRACTORS NATIONAL

ASSOCIATION

ABBREVIATIONS

NOTE: SYMBOLS SHOWN IN LEGENDS ARE TYPICAL AND ALL SYMBOLS MAY NOT OCCUR ON THIS PROJECT

SYMBOLS LEGEND

SECTION REFERENCE. UPPER NUMBERINDICATES DETAIL NUMBER. LOWER NUMBERINDICATES SHEET NUMBER.

DETAIL REFERENCE. UPPER NUMBERINDICATES DETAIL NUMBER. LOWER NUMBERINDICATES SHEET NUMBER.

KEY NOTE SYMBOL

NORTH ARROW

1

A3-0

1

A1-0

1

5

5

1

1

6

788

7

8

98

88

3

3

1

3

10

10

10

11111111

1111

1111

1

3

11

11

11

11 11 11 11 11 11

1

3

3

2:12

±

2:12

±

2:12

±

2:12±

2:12

±

2:12

±

2:12

±

SOFFITBELOW

SOFFITBELOW

12

12

12

12

12

3

5

3

3

5

5

5

5

2:12±2:12±

2:12

±2:

12±

2

1

1

4

3

1111111111

1111111111

11

11

DEMOLITION LOWER ROOF PLAN 1AD-101SCALE: 3/32" = 1'-0"

DEMOLITION ROOF PLAN KEYNOTES1 COMPLETELY REMOVE AND DISPOSE OF EXISTING WIND TURBINE / CURB / COLLAR /

PENETRATION, ETC; COMPLETELY REMOVE AND DISPOSE OF EXISTING GALVANIZEDFLUE PIPE BOOT; DOCUMENT AND RECORD EXISTING EQUIPMENT PENETRATION FORREPLACEMENT WITH LIKE PENETRATION IN ROOF; CLEAN AND PREP ROOF FORINSTALLATION OF NEW BOOT AND ASSOCIATED FLASHING. TYPICAL ALL LOCATIONS.

GENERAL DEMOLITION NOTES

5

DEMOLITION UPPER ROOF PLAN 2AD-101SCALE: 3/32" = 1'-0"

2 ROOF ACCESS HATCH; REMOVE ALL LOOSE PAINT.

3 COMPLETELY REMOVE AND DISPOSE OF EXISTING GAS FLUE VENT PIPING / CURB /COLLAR / PENETRATION, ETC; COMPLETELY REMOVE AND DISPOSE OF EXISTINGGALVANIZED FLUE PIPE BOOT; DOCUMENT AND RECORD EXISTING EQUIPMENTPENETRATION FOR REPLACEMENT WITH LIKE PENETRATION IN ROOF; CLEAN AND PREPROOF FOR CONSTRUCTION. TYPICAL ALL LOCATIONS.

4 COMPLETELY REMOVE AND DISPOSE OF RIGID CONDUIT / CURB / COLLAR /PENETRATION, ETC; DOCUMENT AND RECORD EXISTING EQUIPMENT PENETRATION FORREPLACEMENT WITH LIKE PENETRATION IN ROOF; CLEAN AND PREP ROOF FORCONSTRUCTION. TYPICAL ALL LOCATIONS.

COMPLETELY REMOVE EXISTING RIDGE CAP; REMOVE "Z" CLIP AND ALL SEALANT FROMROOF PANELS. CLEAN AND PREPARE ROOF ROOF PANEL FOR CONSTRUCTION. TYPICALALL LOCATIONS.

6 COMPLETELY REMOVE AND DISPOSE OF EXISTING GAS FLUE VENT PIPING / CURB /COLLAR / PENETRATION, ETC THAT HAS BEEN USED FOR MULTIPLE FURNACE VENTING;CLEAN AND PREPARE ROOF SURFACE FOR CONSTRUCTION. TYPICAL ALL LOCATIONS.

7 COMPLETELY REMOVE AND DISPOSE OF EXISTING PLUMBING BOOT / CURB / COLLAR /PENETRATION, ETC; DOCUMENT AND RECORD EXISTING EQUIPMENT PENETRATION FORREPLACEMENT WITH LIKE PENETRATION IN ROOF; CLEAN AND PREP ROOF FORCONSTRUCTION. TYPICAL ALL LOCATIONS.

8 REMOVE & SALVAGE EXISTING MECHANICAL EQUIPMENT AND RETAIN FORREINSTALLATION. COMPLETELY REMOVE AND DISPOSE OF EXISTING CURB / COLLAR /PENETRATION, ETC; DOCUMENT AND RECORD EXISTING EQUIPMENT PENETRATION FORREPLACEMENT WITH LIKE PENETRATION IN ROOF; DOCUMENT AND RECORD GAS ANDELECTRICAL CONNECTIONS FOR REINSTALLATION. CLEAN AND PREP ROOF FORCONSTRUCTION. TYPICAL ALL LOCATIONS.

9 COMPLETELY REMOVE AND DISPOSE OF EXISTING CAPPED ROOF CURB / COLLAR /PENETRATION, ETC; CLEAN AND PREPARE ROOF SURFACE FOR NEW CONSTRUCTION.TYPICAL ALL LOCATIONS.

10 REMOVE EXISTING SEALANT BETWEEN TOP OF FLASHING & BRICK / FLASHING TOFLASHING TRANSITION / FLASHING TO ROOF TRANSITION; CLEAN AND PREPARESURFACE FOR NEW CONSTRUCTION. TYPICAL ALL LOCATIONS.

11 REMOVE EXISTING SEALANT BETWEEN GUTTER TO DOWNSPOUT; CLEAN AND PREPARESURFACE FOR NEW SEALANT INSTALLATION. TYPICAL ALL LOCATIONS.

SHEET NUMBER:

SHEET TITLE:

STATE OF MISSOURI

MICHAEL L. PARSON,

GOVERNOR


DIVISION OF FACILITIES

MANAGEMENT,


3 1 0 0 S . N A T I O N A L A V E N U E , S U I T E 3 0 0S P R I N G F I E L D , M O 6 5 8 0 7PHONE: 417.890.5543 FAX: 417.890.5563MISSOURI CERTIFICATE OF AUTHORITY NO. A-2006007284

DEPARTMENT OF PUBLIC

SAFETY MISSOURI

NATIONAL GUARD



106 BROADWAY STREET

LAMAR, MO 64759

PROJECT #

SITE #

ASSET #

T1904-01

6278

8136278002

REVISION:DATE:

REVISION:DATE:

REVISION:DATE:

ISSUE DATE:

CAD DWG FILE:DRAWN BY:CHECKED BY:DESIGNED BY:

12/02/2019

ST A

T E O F M I S S OU RI

ARCH I T ECT

JONATHANBLAKE DODD

NUMBERA-2004006188

DEMOLITION

ROOF PLANS

SHEET 2 OF 8 SHEETS

AD-101

AD-101JLJDJD

SEE PLANS, ELEVATIONS, AND DETAILS ALSO FOR NEW CONSTRUCTION AND ITS AFFECTON DEMOLITION ITEMS DESCRIBED HERE IN. NOT ALL DEMOLITION REQUIRED MAY BESHOWN ON THE DEMOLITION PLANS. THESE PLANS ARE FOR GENERAL INFORMATION &DESIGN INTENT. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO FULLY REVIEW ANDUNDERSTAND THE CONTRACT DOCUMENTS AND THE EXTENT OF DEMOLITION REQUIREDFOR NEW CONSTRUCTION INDICATED.

COORDINATE REMOVAL OF EXISTING PIPING, CONDUIT, ELECTRICAL/MECH SYSTEM WITHPENETRATION REPLACEMENT. REPLACE ALL EQUIPMENT CURBS, BOOTS, COLLARS, ETCDURING ROOF REPLACEMENT. RETAIN AND PROTECT TEMPORARY REMOVED EQUIPMENT.EQUIPMENT AND OR EQUIPMENT OPENING, MAY REQUIRE TEMPORARY SUPPORT AND ORBRACING DURING ROOF REPLACEMENT. CONTRACTOR SHALL FULLY SERVICE ALL REUSEDMATERIALS/EQUIPMENT TO BE REUSED DURING INSTALLATION. CONTRACTOR ISRESPONSIBLE TO VERIFY AND MAINTAIN THE FUNCTION AND AESTHETIC INTEGRITY OF THEMATERIALS.

SEE SPECIFICATIONS FOR DISPOSAL OF ALL DEMOLISHED MATERIALS AND DEBRIS. OWNERRESERVES THE RIGHT TO SALVAGE ANY MATERIALS.

1.

2.

SEE DETAILS FOR ADDITIONAL DETAILED DEMOLITION INFORMATION.3.

4. PROTECT ADJACENT BUILDING SURFACE(S)/MATERIALS AND EQUIPMENT FROM DAMAGEDUE TO ANY DEMOLITION OR CONSTRUCTION - RELATED ACTIVITIES.

5.

6. BEFORE ANY DEMOLISHING BEGINS, REMOVE ALL OWNER ITEMS, I.E., ANTENNA,WEATHER STATION, ETC... SALVAGE / RETAIN FOR INSTALLATION FOLLOWING NEW ROOFCONSTRUCTION.

7.

THE INFORMATION CONTAINED ON THESE DRAWINGS WITH REGARD TO EXISTINGCONDITIONS OF CONSTRUCTION IN NO WAY RELEASES THE GENERAL CONTRACTOR FROMTHE RESPONSIBILITY FOR VERIFYING COMPLETELY ALL FIELD CONDITIONS RELATING TOAND AFFECTING THE EXECUTION OF THE WORK, AS DESCRIBED IN THESE CONTRACTDOCUMENTS.

9.

INFORMATION CONTAINED ON THESE DRAWINGS WITH REGARD TO EXISTING CONDITIONSOF CONSTRUCTION IS PROVIDED FOR THE CONVENIENCE OF THE GENERAL CONTRACTORIN EXECUTING THE WORK. EVERY ATTEMPT HAS BEEN MADE TO PROVIDE COMPLETE ANDACCURATE REPRESENTATIONS OF SUCH EXISTING CONDITIONS. THIS INTERPRETATIONHAS BEEN TAKEN FROM RECORD SETS OF “AS-BUILT” DRAWINGS ON FILE AT AND HAS ASBEEN FURTHER SUPPLEMENTED BY EXTENSIVE FIELD-MEASUREMENT AND OBSERVATIONS.THE ARCHITECT CANNOT AND DOES NOT GUARANTEE THE ACCURACY OF ANY SUCHINFORMATION AND ASSUMES NO LIABILITY THEREFORE.

8.

IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO FIELD VERIFY ANDDOCUMENT ALL EXISTING DIMENSIONS, ELEVATIONS AND BENCHMARKS, MATERIALS ANDMETHODS OF CONSTRUCTION THAT MAY AFFECT OR BE AFFECTED BY NEW WORK, AND TOCOORDINATE SUCH FIELD VERIFICATION WITH THE CONTRACT DOCUMENTS AND THEEXECUTION OF THE WORK. DISCREPANCIES AND/OR CONFLICTS INVOLVING ANTICIPATEDEXISTING CONDITIONS SHALL BE BROUGHT TO THE ARCHITECT'S ATTENTION IMMEDIATELY.

10. IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO ASSIST THE OWNERREPRESENTATIVE/ARCHITECT IN MAKING THEIR EVALUATIONS AND RECOMMENDATIONSBY PROVIDING IN A TIMELY MANNER, AT NO ADDITIONAL COST TO THE OWNER,ACCURATE AND COMPLETE DRAWINGS, SKETCHES, AND PHOTOGRAPHS SUFFICIENT TOCLEARLY DESCRIBE DISCREPANCIES, CONFLICTS, AND CONCEALED OR OTHERWISEUNANTICIPATED EXISTING CONDITIONS AFFECTING NEW CONSTRUCTION.THE GENERALCONTRACTOR SHALL FURTHER ASSIST THE OWNER REPRESENTATIVE/ARCHITECT BYPROVIDING IN A TIMELY MANNER PREPARED SOLUTIONS TO UNANTICIPATED EXISTINGCONDITIONS. REFER TO SPECIFICATION SECTION 013100 1.4, A FOR COORDINATION.

11. ALL AREAS ABOVE OR ON THE EXISTING CEILING THAT ARE AFFECTED BY INSTALLATION OFNEW WORK SHALL BE REPAIRED COMPLETELY WITH MATERIALS AND PRODUCTS TOMATCH EXISTING INSTALLATION.

12 GRID HATCH; ;INDICATES THE PRELIMINARY AREAS WHERE EXISTINGACOUSTICAL CEILING SHOWS WATER DAMAGE, DEFORMATION, OR DISCOLORATION;REMOVE ACOUSTICAL CEILING TILE, QUAINTLY AS REFERENCED IN UNIT PRICESPECIFICATION; COORDINATE REPLACEMENT LOCATION WITH ARCHITECT OR OWNERON-SITE REPRESENTATIVE.

2019.12.03

07:56:55

-06'00'

1 1 1 12 2 2 23 3

3 3 3

3

4 4 4 4

44 4

5 5 5 57 710

12 12 12

1 1 1 122 22

3 4 45 5

5 5

7

12 12 12

8

1 12 2 2 2

3 35

5 55

5

6 6

7 7 77 89

111112 12

1 1 1 1 22 22

3 3 3 3 3 3 3 34 44 4 4

444 5 5 5

5 5 5 77

77

777 810 10

12 12 12

DEMOLITION SOUTH ELEVATION 1AD-201SCALE: 3/32" = 1'-0"

DEMOLITION WEST ELEVATION 2AD-201SCALE: 3/32" = 1'-0"

DEMOLITION NORTH ELEVATION 4AD-201SCALE: 3/32" = 1'-0"

DEMOLITION EAST ELEVATION 3AD-201SCALE: 3/32" = 1'-0"

SHEET NUMBER:

SHEET TITLE:

STATE OF MISSOURI

MICHAEL L. PARSON,

GOVERNOR



MANAGEMENT,




SAFETY MISSOURI

NATIONAL GUARD



106 BROADWAY STREET

LAMAR, MO 64759

PROJECT #

SITE #

ASSET #

T1904-01

6278

8136278002

REVISION:DATE:

REVISION:DATE:

REVISION:DATE:

ISSUE DATE:


12/02/2019

ST A


ARCH I T ECT

JONATHANBLAKE DODD

NUMBERA-2004006188

DEMOLITION

EXTERIOR

SHEET 3 OF 8 SHEETS

AD-201

AD-201JLJDJD

ELEVATIONS

CLEAN ALL MASONRY WALLS, REMOVE DEBRIS, RUST, MOLD, PAINT, ETC.

REMOVE AND DISPOSE OF ALL EXISTING MASONRY WEEP VENT MATERIAL; CLEAN OUTOPENING ; PREP FOR REPLACEMENT.

1.

2.

DEMOLITION ELEVATION GENERAL NOTES

DEMOLITION ELEVATION KEYNOTES1 REMOVE ALL DEBRIS AND CLEAN ALL GUTTERS AND DOWNSPOUTS; TYPICAL ALL

LOCATIONS.

2 COMPLETELY REMOVE AND DISPOSE OF SEALANT BETWEEN GUTTER AND DOWNSPOUT.TYPICAL ALL LOCATIONS.

3 COMPLETELY REMOVE AND DISPOSE OF EXISTING SEALANT & BACKER ROD ATEXTERIOR WALL PENITRATION; CLEAN AND PREP OPENING AND JOINT FORREPLACMENT; TYPICAL ALL LOCATIONS.

4 COMPLETELY REMOVE AND DISPOSE OF EXISTING SEALANT & BACKER ROD AROUNDEXTERIOR WINDOW PERIMETER AND BELOW STONE MASONRY WINDOW SILL; CLEANJOINT AND PREP FOR REPLACEMENT; REMOVE ANY EXISTING WEEPS; CLEAN OPENING;AND PREP FOR REPLACMENT; TYPICAL ALL LOCATIONS.

5 COMPLETELY REMOVE AND DISPOSE OF EXISTING SEALANT & BACKER ROD AT ALLHORIZONTAL AND VERTICAL CONTROL JOINTS IN MASONRY; THOROUGHLY CLEANJOINT AND PREP FOR REPLACMENT; TYPICAL ALL LOCATIONS.

6 COMPLETELY REMOVE AND DISPOSE OF EXISTING SEALANT & BACKER ROD ATEXTERIOR GRILLE / LOUVER / FAN TO WALL CONNECTIONS; THOROUGHLY CLEAN JOINTAND PREP FOR REPLACMENT; TYPICAL ALL LOCATIONS.

7 REFER TO GENERAL NOTE #1,#4, & #5 ON ALL EXTERIOR MASONRY.

8 COMPLETELY REMOVE AND DISPOSE OF EXISTING SEALANT & BACKER ROD ORDETERIORATED MOTOR JOINT AT EXTERIOR DOOR TO WALL CONNECTIONS;THOROUGHLY CLEAN JOINT AND PREP FOR REPLACEMENT; REMOVE ANY LOOSE ORPEELING PAINT AT HEAD OR JAMB OR ADJACENT STEEL; REMOVE, CLEAN , AND RETAINTHRESHOLD FOR REINSTALLATION; TYPICAL ALL EXTERIOR DOOR LOCATIONS.

10 COMPLETELY REMOVE AND DISPOSE OF EXISTING REFRIGERENT LINE INSULATIONWRAP; CLEAN AND PREP FOR INSTALLATION OF NEW; TYPICAL ALL LOCATIONS.

11 COMPLETELY REMOVE AND DISPOSE OF EXISTING SUPPORT.

REMOVE ALL EXISTING SEALANT AT ALL TRANSITIONS BETWEEN PRE-FINIHSED METALGUTTERS AND PRE-FINISHED METAL DOWNSPOUTS; TYPICAL ALL LOCATIONS.

3.

9 AT OVERHEAD DOOR; REMOVE RUST & LOOSE PAINT AT DOOR HEADED, JAMB, ANDCORNER GUARDS. COMPLETELY REMOVE AND DISPOSE OF EXISTING SEALANT &BACKER ROD OR DETERIORATED MOTOR JOINT AT JAMB; CLEAN AND PREP FORINSTALLATION OF NEW.

12 COMPLETELY REMOVE AND DISPOSE OF EXISTING SEALANT AND BACKER ROD AT ROOFFLASHING TO MASONRY TRANSITION AND AT FLASHING TO FLASHING OVERLAP ANDEND OR CORNER TRANSITIONS. CLEAN PRE-FINISHED FLASHING IN PREPARATION FORREPLACEMENT. TYPICAL ALL LOCATIONS.

REMOVE ALL CRACKED, DETERIORATED, FALLING, OR PARTIALLY MISSING EXISTING BRICKMORTAR. CLEAN JOINT WHERE ANY MISSING MORTAR HAS OCCURRED; REFER TO UNITPRICE SPECIFICATION. TYPICAL ALL LOCATIONS.

4.

REMOVE ALL LOOSE BRICKS, GRIND AND OR HAMMER OUT, CLEAN OPENING, REMOVEAND PREP FOR NEW BRICK INSTALLATION. REFER TO UNIT PRICE SPECIFICATION.

5.

2019.12.0

3 07:57:15

-06'00'

2

3 5 5 5

2

5 5 5

DEMOLITION INTERIOR SOUTH ELEVATION 1AD-202SCALE: 3/32" = 1'-0"

DEMOLITION INTERIOR NORTH ELEVATION 2AD-202SCALE: 3/32" = 1'-0"

SHEET NUMBER:

SHEET TITLE:

STATE OF MISSOURI

MICHAEL L. PARSON,

GOVERNOR



MANAGEMENT,




SAFETY MISSOURI

NATIONAL GUARD



106 BROADWAY STREET

LAMAR, MO 64759

PROJECT #

SITE #

ASSET #

T1904-01

6278

8136278002

REVISION:DATE:

REVISION:DATE:

REVISION:DATE:

ISSUE DATE:


12/02/2019

ST A


ARCH I T ECT

JONATHANBLAKE DODD

NUMBERA-2004006188

SHEET 4 OF 8 SHEETS

AD-202

AD-202JLJDJD

DEMOLITION

EXTERIOR

ELEVATIONS

CLEAN ALL MASONRY WALLS, REMOVE DEBRIS, RUST, MOLD, PAINT, ETC.

REMOVE AND DISPOSE OF ALL EXISTING MASONRY WEEP VENT MATERIAL; CLEAN OUTOPENING ; PREP FOR REPLACEMENT.

1.

2.

DEMOLITION ELEVATION GENERAL NOTES

DEMOLITION ELEVATION KEYNOTES1 REMOVE ALL DEBRIS AND CLEAN ALL GUTTERS AND DOWNSPOUTS; TYPICAL ALL

LOCATIONS.

2 COMPLETELY REMOVE AND DISPOSE OF SEALANT BETWEEN GUTTER AND DOWNSPOUT.TYPICAL ALL LOCATIONS.

3 COMPLETELY REMOVE AND DISPOSE OF EXISTING SEALANT & BACKER ROD ATEXTERIOR WALL PENITRATION; CLEAN AND PREP OPENING AND JOINT FORREPLACMENT; TYPICAL ALL LOCATIONS.

4 COMPLETELY REMOVE AND DISPOSE OF EXISTING SEALANT & BACKER ROD AROUNDEXTERIOR WINDOW PERIMETER AND BELOW STONE MASONRY WINDOW SILL; CLEANJOINT AND PREP FOR REPLACEMENT; REMOVE ANY EXISTING WEEPS; CLEAN OPENING;AND PREP FOR REPLACMENT; TYPICAL ALL LOCATIONS.

5 COMPLETELY REMOVE AND DISPOSE OF EXISTING SEALANT & BACKER ROD AT ALLHORIZONTAL AND VERTICAL CONTROL JOINTS IN MASONRY; THOROUGHLY CLEANJOINT AND PREP FOR REPLACMENT; TYPICAL ALL LOCATIONS.

6 COMPLETELY REMOVE AND DISPOSE OF EXISTING SEALANT & BACKER ROD ATEXTERIOR GRILLE / LOUVER / FAN TO WALL CONNECTIONS; THOROUGHLY CLEAN JOINTAND PREP FOR REPLACMENT; TYPICAL ALL LOCATIONS.

7 REFER TO GENERAL NOTE #1,#4, & #5 ON ALL EXTERIOR MASONRY.

8 COMPLETELY REMOVE AND DISPOSE OF EXISTING SEALANT & BACKER ROD ORDETERIORATED MOTOR JOINT AT EXTERIOR DOOR TO WALL CONNECTIONS;THOROUGHLY CLEAN JOINT AND PREP FOR REPLACEMENT; REMOVE ANY LOOSE ORPEELING PAINT AT HEAD OR JAMB OR ADJACENT STEEL; REMOVE, CLEAN , AND RETAINTHRESHOLD FOR REINSTALLATION; TYPICAL ALL EXTERIOR DOOR LOCATIONS.

10 COMPLETELY REMOVE AND DISPOSE OF EXISTING REFRIGERENT LINE INSULATIONWRAP; CLEAN AND PREP FOR INSTALLATION OF NEW; TYPICAL ALL LOCATIONS.

11 COMPLETELY REMOVE AND DISPOSE OF EXISTING SUPPORT.

REMOVE ALL EXISTING SEALANT AT ALL TRANSITIONS BETWEEN PRE-FINIHSED METALGUTTERS AND PRE-FINISHED METAL DOWNSPOUTS; TYPICAL ALL LOCATIONS.

3.

9 AT OVERHEAD DOOR; REMOVE RUST & LOOSE PAINT AT DOOR HEADED, JAMB, ANDCORNER GUARDS. COMPLETELY REMOVE AND DISPOSE OF EXISTING SEALANT &BACKER ROD OR DETERIORATED MOTOR JOINT AT JAMB; CLEAN AND PREP FORINSTALLATION OF NEW.

12 COMPLETELY REMOVE AND DISPOSE OF EXISTING SEALANT AND BACKER ROD AT ROOFFLASHING TO MASONRY TRANSITION AND AT FLASHING TO FLASHING OVERLAP ANDEND OR CORNER TRANSITIONS. CLEAN PRE-FINISHED FLASHING IN PREPARATION FORREPLACEMENT. TYPICAL ALL LOCATIONS.

REMOVE ALL CRACKED, DETERIORATED, FALLING, OR PARTIALLY MISSING EXISTING BRICKMORTAR. CLEAN JOINT WHERE ANY MISSING MORTAR HAS OCCURRED; REFER TO UNITPRICE SPECIFICATION. TYPICAL ALL LOCATIONS.

4.

REMOVE ALL LOOSE BRICKS, GRIND AND OR HAMMER OUT, CLEAN OPENING, REMOVEAND PREP FOR NEW BRICK INSTALLATION. REFER TO UNIT PRICE SPECIFICATION.

5.

2019.12.0

3 07:57:32

-06'00'

5

5

1

1

6

788

7

8

68

88

3

3

1

3

10

10

10

11111111

1111

1111

1

3

11

11

11

11

11 11 11 11 11

1

3

3

2:12

±

2:12

±

2:12

±

2:12±

2:12

±

2:12

±

2:12

±

2'-0"±

2'-0

"±

3'-0"±

3'-0

"±

4'-0"±TYP.

4'-0

"±TY

P.

9 9

9

9

12

12

12

12

12

13

9

13

9

13

9

13

9

13

9

13

3

5

3

3

5

5

5

5

2:12± 2:12±

2:12

±2:

12±

2

1

1

4

3

1111111111

1111111111

11

11

LOWER ROOF PLAN 1A-101SCALE: 3/32" = 1'-0"

ROOF PLAN KEYNOTES1 PROVIDE AND INSTALL PRE-FINISHED (COLOR TO MATCH EXISTING ROOF SYSTEM)

WIND TURBINE / CURB / COLLAR / CRICKET / PENETRATION, SEALANT, ETC; FULLY SEATTURBINE FLANGE IN SILICONE SEALANT. REFER TO MANUFACTURES TYPICAL WINDTURBINE INSULATION INSTRUCTIONS AND REQUIREMENTS FOR FASTENERS ANDFREQUENCY. SIMILAR TO 2/A-501.

ALL WIND LOAD DESIGN CRITERIA PER 2018 IBC

REFER TO CURRENT SMACNA ARCHITECTURAL MANUAL FOR TYPICAL PENETRATIONS ANDADDITIONAL REQUIREMENTS AND TYPICAL INSTALLATIONS.

1.

2.

GENERAL NOTES

5

UPPER ROOF PLAN 2A-101SCALE: 3/32" = 1'-0"

2 CLEAN METAL ROOF HATCH, REMOVE ALL OIL, GREASE, DIRT, LOOSE PAINT, OR OTHERFOREIGN SUBSTANCE. PRIME METAL WITH SYNTHETIC RUST INHIBITING PRIMER. PAINTROOF HATCH WITH MIN. FIRST COAT URETHANE ALKYD; COLOR TO MATCH EXISTING.SECOND AND THIRD COAT URETHANE ALKYD GLOSS ENAMEL; COLOR TO MATCHEXISTING.

3 PROVIDE AND INSTALL GALVANIZED GAS FLUE VENT PIPING / CURB / COLLAR / CRICKET/ , ETC; SIZED TO MATCH EXISTING PIPE. TYPICAL ALL LOCATIONS. REFER TO 1/A-501.

4 PROVIDE AND INSTALL EXTERIOR RATED RIGID CONDUIT / CURB / COLLAR /PENETRATION; TYPICAL ALL LOCATIONS. REFER TO 1/A-501.

PROVIDE AND INSTALL RIDGE CAPS, "Z" CLOSURE CLIPS, SEALANT, BAFFLE MATERIAL,CLOSURE STRIP, BUTYL TAPE; RIDGE CAP CUSTOM COLOR TO MATCH ROOF PANEL.

7 PROVIDE AND INSTALL PLUMBING BOOT / CURB / COLLAR / CRICKET, ETC; SIZED TOMATCH EXISTING PIPING; TYPICAL ALL LOCATIONS. REFER TO 1/A-501.

8 PROVIDE AND INSTALL ALL WELDED METAL CURB; CURB SHOULD BE PROVIDED WITHMIN. 14 GAGE CRICKET / DEFLECTOR PLATE, RUBBER GASKETS, WITH MIN. 1 1/2" RIGIDINSULATION; CURB SIZED PER EXISTING EQUIPMENT; MIN. HEIGHT 12"; PANEL RIBPROFILE SHALL EXTEND TO THE NEXT NATURAL SEAM; TYPICAL ALL LOCATIONS. REFERTO 2/A-501.

9 REVISE GRADE AS REQUIRED SUCH THAT ALL CONCRETE SPLASH BLOCK HAS MIN 1:12SLOPE AWAY FROM BUILDING; MAX GRADE SLOPE AWAY FROM SPLASH BLOCK SHALLBE 1:5; PROVIDE SOIL, SEED, ETC TO ESTABLISH GROUND COVER AS REQUIRED TOPREVENT SOIL EROSION.

10 PROVIDE AND INSTALL SEALANT BETWEEN TOP OF FLASHING & BRICK / FLASHING ANDFLASHING TO ROOF TRANSITION. TYPICAL ALL LOCATIONS.

11 PROVIDE AND INSTALL SEALANT BETWEEN GUTTER TO DOWNSPOUT, TYPICAL ALLLOCATIONS.

SHEET NUMBER:

SHEET TITLE:

STATE OF MISSOURI

MICHAEL L. PARSON,

GOVERNOR



MANAGEMENT,




SAFETY MISSOURI

NATIONAL GUARD



106 BROADWAY STREET

LAMAR, MO 64759

PROJECT #

SITE #

ASSET #

T1904-01

6278

8136278002

REVISION:DATE:

REVISION:DATE:

REVISION:DATE:

ISSUE DATE:


12/02/2019

ST A


ARCH I T ECT

JONATHANBLAKE DODD

NUMBERA-2004006188

ROOF PLANS

SHEET 5 OF 8 SHEETS

A-101

A-101JLJDJD

6 PROVIDE AND INSTALL METAL PANEL PATCH; PROFILE TO MATCH EXISTING PANEL;EXTEND METAL ROOF PANEL FROM NATURAL SEAM TO NATURAL SEAM; PROVIDECONTINUOUS PERIMETER SEALANT; CUSTOM COLOR TO MATCH EXISTING. REWORKINTERIOR EXISTING VINYL FACED INSULATION FOR CONTINUOUS COVERAGE.

ALL ROUND PIPES SHALL RECEIVE STAINLESS STEEL CLAMPS3.

TYPICAL ALL BASE FLANGE SHALL BE SET IN CONTINUOUS SEALANT, WITH COMPATIBLEFASTENERS, FREQUENCY PER WIND LOAD AND MANUFACTURES RECOMMENDATIONS.

4.

5. GRID HATCH; ;INDICATES THE PRELIMINARY AREAS FOR ACOUSTICAL CEILINGREPLACEMENT, QUAINTLY AS REFERENCED IN UNIT PRICE SPECIFICATION. COORDINATEFINAL CEILING TILE REPLACEMENT LOCATION WITH ARCHITECT OR OWNER ON-SITEREPRESENTATIVE.

12 GRID HATCH; ;INDICATES THE PRELIMINARY AREAS FOR REPLACEMENT WITHACOUSTICAL CEILING TILE; TILE COLOR, PATTERN, AND PROFILE TO MATCH ADJACENTTILE; SIMILAR TO FINE FISSURED; QUAINTLY AS REFERENCED IN UNIT PRICESPECIFICATION; COORDINATE REPLACEMENT LOCATION WITH ARCHITECT OR OWNERON-SITE REPRESENTATIVE.

13 PROVIDE AND INSTALL CAST CONCRETE SPLASH BLOCK

2019.12.0

3 07:55:37

-06'00'

1 1 1 1

2

2

223 3 3

3 3 3 3

3 34 4 4

4 4 4 44

4810 10 1010 10

11 11 11

3A-501SYM.

3A-501SYM.

1 111

2 23 3 3 34 44

4 4

610 10 10 10

11 11

63A-501 SYM.

1 1 1 1

2 2

4

4

4 4 4 4

4 45 567

9 9

10 10 1011 11

1 1 1 1 1

2 2 2 2 2

2 2 2 2

2 2 23 3 3 3 3 3 3 3

3 3 3 344 4 4

4 4 44 4 4 4 4 4 4 46 8 8810 10 10 10

11 11 11

113A-501 SYM.

3A-501SYM.

SOUTH ELEVATION 1A-200SCALE: 3/32" = 1'-0"

WEST ELEVATION 2A-200SCALE: 3/32" = 1'-0"

NORTH ELEVATION 4A-200SCALE: 3/32" = 1'-0"

EAST ELEVATION 3A-200SCALE: 3/32" = 1'-0"

SHEET NUMBER:

SHEET TITLE:

STATE OF MISSOURI

MICHAEL L. PARSON,

GOVERNOR



MANAGEMENT,




SAFETY MISSOURI

NATIONAL GUARD



106 BROADWAY STREET

LAMAR, MO 64759

PROJECT #

SITE #

ASSET #

T1904-01

6278

8136278002

REVISION:DATE:

REVISION:DATE:

REVISION:DATE:

ISSUE DATE:


12/02/2019

ST A


ARCH I T ECT

JONATHANBLAKE DODD

NUMBERA-2004006188

EXTERIOR

ELEVATIONS

SHEET 6 OF 8 SHEETS

A-201

A-201JLJDJD

ELEVATION KEYNOTES1 PROVIDE AND INSTALL PRE FINISHED METAL DOWNSPOUT; INSTALL SEALANT BETWEEN

GUTTER AND DOWNSPOUT; SEALANT COLOR AS SELECTED FROM MANUFACTURESSTANDARD COLORS; METAL DOWNSPOUT COLOR TO MATCH EXISTING; ANCHOR TOEXISTING MASONRY.

ELEVATION GENERAL NOTES

2 PROVIDE AND INSTALL SEALANT AND BACKER ROD AT EXTERIOR WALL PENETRATION;BACKER ROD TO BE SIZED PER MANUFACTURES INSTALLATION CHART OR MINIMUM 25TO 30% LARGER THAN DIAMETER OF JOINT WIDTH; SEALANT COLOR AS SELECTEDFROM MANUFACTURES STANDARD COLORS; TYPICAL ALL LOCATIONS.

11 PROVIDE AND INSTALL SEALANT BETWEEN MASONRY AND PRE-FINISHED METALFLASHING AT ROOF, FLASHING TO FLASHING TRANSITIONS, FLASHING OVERLAP,CORNER TERMINATIONS, AND END OF PRE-FINISHED METAL FLASHING TERMINATIONS;SEALANT COLOR TO MATCH EXISTING OR AS SELECTED FROM MANUFACTURESSTANDARD COLORS. TYPICAL ALL LOCATIONS.

5 PROVIDE AND INSTALL SEALANT & BACKER ROD AT EXTERIOR GRILLE / LOUVER / FANTO WALL CONNECTIONS; SEALANT COLOR AS SELECTED FROM MANUFACTURESSTANDARD COLORS; TYPICAL ALL LOCATIONS.

4 PROVIDE AND INSTALL SEALANT & BACKER ROD AT ALL HORIZONTAL AND VERTICALMASONRY CONTROL JOINT; SEALANT COLOR AS SELECTED FROM MANUFACTURESSTANDARD COLORS; TYPICAL ALL LOCATIONS.

7 PROVIDE AND INSTALL OVERHEAD DOOR SILL SEAL, JAMB SEAL, AND HEAD GASKETSWEEP; COLOR INTENT TO MATCH EXISTING OR AS SELECTED FROM MANUFACTURESSTANDARD COLORS; CLEAN EXISTING STEEL LINTEL, STEEL JAMBS, STEEL CORNERGUARDS, REMOVE ALL OIL, GREASE, DIRT, LOOSE PAINT, OR OTHER FOREIGNSUBSTANCE. PRIME METALS WITH SYNTHETIC RUST INHIBITING PRIMER. PAINT WITHMIN. FIRST COAT URETHANE ALKYD; PAINT COLOR TO MATCH EXISTING. SECOND ANDTHIRD COAT URETHANE ALKYD GLOSS ENAMEL; PAINT COLOR TO MATCH EXISTING.;PROVIDE AND INSTALL SEALANT & BACKER ROD BETWEEN STEEL JAMB AND MASONRY;SEALANT COLOR AS SELECTED FROM MANUFACTURES STANDARD COLORS; TYPICAL ALLLOCATIONS.

8 PROVIDE AND INSTALL REFRIGERANT LINE INSULATION WRAP WITH BREATHABLEPOLYESTER SHELL THAT PROVIDES PROTECTION FROM MILDEW, ULTRA VIOLET RAYS,AND ABRASION; TYPICAL ALL LOCATIONS.

9 FILL ALL ANCHOR HOLE FROM REMOVED BRACKET

10 REVISE GRADE AS REQUIRED SUCH THAT ALL CONCRETE SPLASH BLOCK HAS MIN 1:12SLOPE AWAY FROM BUILDING; MAX GRADE SLOPE AWAY FROM SPLASH BLOCK SHALLBE 1:5; PROVIDE ROCK, SOIL, SEED, ETC TO ESTABLISH GROUND COVER OR MATCHADJACENT AS REQUIRED TO PREVENT SOIL EROSION. TYPICAL ALL LOCATIONS.

3 PROVIDE AND INSTALL SEALANT & BACKER ROD AT ALL EXTERIOR WINDOW TO WALLCONNECTIONS AND BELOW STONE MASONRY WINDOW SILL; SEALANT COLOR ASSELECTED FROM MANUFACTURES STANDARD COLORS; TYPICAL ALL LOCATIONS.

6 PROVIDE AND INSTALL SEALANT & BACKER ROD AT EXTERIOR DOOR TO WALLCONNECTIONS; SEALANT COLOR AS SELECTED FROM MANUFACTURES STANDARDCOLORS; CLEAN EXISTING STEEL DOOR AND STEEL JAMBS, REMOVE ALL OIL, GREASE,DIRT, LOOSE PAINT, OR OTHER FOREIGN SUBSTANCE. PRIME METALS WITH SYNTHETICRUST INHIBITING PRIMER. PAINT WITH MIN. FIRST COAT URETHANE ALKYD; PAINTCOLOR TO MATCH EXISTING STEEL DOORS. SECOND AND THIRD COAT URETHANEALKYD GLOSS ENAMEL; PAINT COLOR TO MATCH EXISTING.; REMOVE AND REINSTALLTHRESHOLD IN FULL BED OF SEALANT WITH NEW FASTENERS; TYPICAL ALL LOCATIONS.

REPLACE ALL EXISTING MASONRY WEEP VENT MATERIAL; WITH 90% OPEN WEAVEPOLYESTER MESH VENT MATERIAL; COLOR AS SELECTED FROM MANUFACTURES FULLRANGE OF COLORS; SIZE AS REQUIRED FOR OPENINGS; TYPICAL ALL WEEP LOCATIONS.

1.

INSTALL SEALANT AT ALL TRANSITIONS BETWEEN PRE-FINISHED METAL GUTTERS ANDPRE-FINISHED METAL LEADERS; SEALANT COLOR TO MATCH EXISTING FINISH ONPRE-FINISHED METAL.

2.

BRUSH OR USE HIGH PRESSURE AIR AND PREP ALL AREAS WHERE BRICK MORTAR WASREMOVED. PROVIDE AND INSTALL NEW BRICK MORTAR; COLOR TO MATCH EXISTINGCOLOR; VERIFY COLOR WITH ARCHITECT; RE-POINT JOINT WITH COMPACT CONCAVESTRAIGHT LINES CENTERED BETWEEN BRICKS.

3.

REPOINT ALL REMOVED DETERIORATED, FALLING, OR PARTIALLY MISSING EXTERIORMASONRY. ELIMINATE ALL VOIDS, BRUSH OR USE HIGH PRESSURE AIR AND PREP ALLAREAS WHERE BRICK MORTAR WAS REMOVED. PROVIDE AND INSTALL NEW BRICKMORTAR; RE-POINT JOINT WITH COMPACT CONCAVE STRAIGHT LINES CENTERED BETWEENBRICKS. COMPACT MORTAR, AND REMOVE ANY EXCESS MORTAR OR DRY MORTARCRUMBS. COLOR TO MATCH EXISTING COLOR; VERIFY COLOR WITH ARCHITECT; REFER TOUNIT PRICE SPECIFICATION.

APPLY WEATHER SEAL PROTECTIVE TREATMENT TO ALL EXTERIOR MASONRY. TREATMENTMUST ALLOW MASONRY WALL TO "BREATHE"

4.

5.

REFER TO CURRENT SMACNA ARCHITECTURAL MANUAL FOR TYPICAL PENETRATIONS ANDADDITIONAL REQUIREMENTS.

6.















1.


2.


3.



4.

5.


6.

2019.12.0

3 07:55:57

-06'00'

2 44 4 104 4410

INTERIOR SOUTH ELEVATION 1A-202SCALE: 3/32" = 1'-0"

INTERIOR NORTH ELEVATION 2A-202SCALE: 3/32" = 1'-0"

SHEET NUMBER:

SHEET TITLE:

STATE OF MISSOURI

MICHAEL L. PARSON,

GOVERNOR



MANAGEMENT,




SAFETY MISSOURI

NATIONAL GUARD



106 BROADWAY STREET

LAMAR, MO 64759

PROJECT #

SITE #

ASSET #

T1904-01

6278

8136278002

REVISION:DATE:

REVISION:DATE:

REVISION:DATE:

ISSUE DATE:


12/02/2019

ST A


ARCH I T ECT

JONATHANBLAKE DODD

NUMBERA-2004006188

EXTERIOR

ELEVATIONS

SHEET 7 OF 8 SHEETS

A-202

A-202JLJDJD















1.


2.


3.



4.

5.


6.

2019.12.03

07:56:16

-06'00'

INSTALLATION PROCEDURES

SEE FLANGE NOTCH DETAIL; IF REQUIRED

(SEE NOTE D)

SEE NOTE A

SEE NOTE B

DEBURR ALL FIELDCUT EDGES AT PANEL

CORRUGATIONS

4 3/4"

FLANGE NOTCH DETAIL(TYPICAL)

VIEW-"A"

URETHANE SEALANT

STANDING SEAMPANEL

10" MIN.

10"MIN.

3"

UPSLOPE

DOWNSLOPE

(SEE NOTE E)

2 1/2"X3/16" TMTAPE MASTIC

CONTINUOUS

FILL PANEL END(SEE NOTES C AND E)

NOTES:A. CUT (DO NOT TEAR) TAPE MASTIC AT A 45° ANGLE AT CORNERS.

B. CUT (DO NOT TEAR) TAPE MASTIC AT PANEL CORRUGATIONS.

C. DO NOT USE STANDING SEAM SEALANT IN LIEU OF URETHANE SEALANT.

D. EXISTING ROOF CURB SUB-FRAMING AND STRUCTURE TO REMAIN, EXCEPTDISASSEMBLE AND REASSEMBLE AS REQUIRED FOR NEW ROOF CURB.INSULATION OMITTED FOR CLARITY.

E. INDICATED SEALANT, MASTIC, RIB COVERS IF REQUIRED BY ROOF SYSTEM,AND FASTENERS ARE PRE-PACKAGED WITH THE ROOF CURBS.

F. AIR CONDITIONER DRAINS SHOULD BE FABRICATED FROM PLASTIC PIPE OFSUITABLE DIAMETER AND EXTENDED AT LEAST TO THE RAIN GUTTER, ANDPREFERABLY WELL PAST THE GUTTER. DRAIN WATER FROM AIRCONDITIONERS CONTAINS DISSOLVED COPPER FROM THE CONDENSATIONCOILS THAT CAN CAUSE RUSTING OF ALUMINUM COATED SHEET PANELS IN AVERY SHORT TIME.

G. WHEN FIELD CUTTING PANELS OR TRIM DO NOT USE ABRASIVE SAWS OROTHER CUTTING METHODS WHICH PRODUCE HOT METAL PARTICLES AND ORBURN THE CUT EDGES. THESE METHODS WILL DAMAGE THE PAINTED ANDALUMINUM COATED FINISH AND VOID ANY WARRANTIES. USE DOUBLE CUTSHEARS, NIBBLERS OR OTHER CUTTING DEVICES WHICH DO NOT PRODUCEHOT METAL PARTICLES OR BURNED EDGES.

H. INSTALL SALVAGED MECHANICAL EQUIPMENT. CONNECT ANY EXISTINGMEP SYSTEMS

SAFETY PRECAUTION WORKERS SHOULDMAINTAIN A CONSTANT AWARENESS OFTHEIR LOCATION IN RELATION TO THEROOF EDGE AND ANY ROOF OPENINGS ATALL TIMES.

STANDING SEAM RIB COVER; IF REQUIRED(LOCATE AT EACH PANEL CORRUGATION)(SEE NOTE E) FIELD NOTCH UPSLOPE AND DOWNSLOPE

FLANGES AT CORRUGATION LOCATIONS.DO NOT OVERSIZE NOTCHES. PROPER

NOTCHING OF FLANGES IS CRITICAL TOWEATHERTIGHTNESS.

1. INSTALL ROOF CURB SUB-FRAMING AT THE DESIRED LOCATION FORSTRUCTURAL CURB SIZE.

2. THE STANDING SEAM ROOF IS TO BE INSTALLED AND SEAMED PRIOR TOTHE ROOF CURB INSTALLATION.

3. CUT THE OPENING FOR THE CURB IN THE ROOF PANELS. UNLESS NOTEDOTHERWISE, ROUGH OPENING CUT-OUT SIZE EQUALS OVERALL OUTER CURBLENGTH/WIDTH.

3A. INSTALL BACKER CHANNELS UNDER EDGE OF ROOF PANEL. (FIELD NOTCHAS REQUIRED BEFORE PLACING UNDER EDGE OF ROOF PANEL.)

4. MARK THE PANEL CORRUGATION LOCATIONS ON THE UPSLOPE ANDDOWNSLOPE CURB FLANGES AND NOTCH AS SHOWN ABOVE. (DO NOTOVERSIZE NOTCH.)

5. "DRY FIT" THE CURB OVER THE OPENING AND MARK THE OUTER FLANGELINE WITH A MARKER. REMOVE CURB.

6. APPLY THE TAPE MASTIC AS OUTLINED IN THE DETAILS.

7. PLACE THE CURB OVER THE OPENING AND ATTACH WITH #12X1 1/4 ROOFFASTENERS IN THE PRE-DRILLED FLANGE HOLES. DO NOT INSTALL 1 1/2"FASTENERS WITHIN RECOMMENDED OF PANEL CORRUGATIONS. DO NOTATTACH CURB TO SUB FRAMING.

8. SEALANT THE PANEL SEAMS AS SHOWN IN DETAIL.

9. SEALANT THE FLANGE AND INSIDE FACES OF THE STANDING SEAM RIBCOVER WITH (2) 1/4"Ø BEADS OF URETHANE SEALANT WITH HOLES OF RIBCOVER LOCATED BETWEEN SEALANTING BEADS. PLACE THE RIB COVERS OVERPANEL ENDS AND ATTACH WITH THE ROOF FASTENERS AS SHOWN IN THEDETAIL.

10. TOOL ALL EXPOSED SEALANTING TO ALLOW FOR PROPER DRAINAGE.REMOVE ALL METAL SHAVINGS FROM CURB AREA.

DO NOT ATTACH CURB ORBACKER CHANNEL TO SIDECHANNELS OR PURLINS

BACKER CHANNELS: - FIELD NOTCHING OFBACKER CHANNELS AT CURB SIDE CHANNELSAND PURLINS MAY BE REQUIRED. (SEECR33WAA) - DO NOT FASTEN OR ATTACHBACKER CHANNELS TO CURB SUB-FRAMING.- ALL BACKER PARTS ARE TO 'FLOAT'.

(SEE NOTE H)

PROFILE VARIES PER ROOF SYSTEM

TO NATURAL SEAMEXTEND CURB

OF THE ROOF PANEL

ROOF CURBFLANGE EDGE

URETHANE SEALANT

STANDING SEAMPANEL

DETAIL "A"

2"min.

VIEW "A"

(SEE NOTES C AND E)

PRE-MANUFACTURED ALUMINUM CURB WITHMIN. 14 GAGE DEFLECTOR PLATE (CRICKET)

12" M

IN.

METAL ROOFPANEL

PIPE FLASHING

TRIM

PIPE

ALUMINUM BASE

PIPE

ALUMINIUMBASE

EXISTING PIPE PENITRATION

PIPE

ALUMINUM BASE

ROOF PANEL

SCREWDRIVER

TAPE MASTIC 3/4" TYP.

1. TRIM CUT OPENING TO 20% SMALLER THAN THEPIPE DIAMETER OR ALONG THE PIPE DIAMETERMARKINGS ON THE CONE. LEAVE 1/2" STRAIGHTCOLLAR AGAINST PIPE FOR MAXIMUM SEALING.

2. SLIDE SLIDE PIPE FLASHING OVER PIPE TO BEFLASHED. MAKE SURE AREA IS CLEANED FIRST ANDTHE PIPE HAS NO SHARP EDGES THAT WOULDDAMAGE THE FLEXIBLE MEMBRANE. WATER MAY BEUSED AS LUBRICANT IF NECESSARY.

3. SEAL APPLY TAPE MASTIC (3/4TM) TO THEUNDERSIDE OF THE ALUMINUM BASE.

4. FORM BEND ALUMINUM BASE TO CONTOURSOF THE ROOF PANEL. A LARGE SLOTSCREWDRIVER OR SIMILAR BLUNT TOOL MAY BEUSED TO PRESS THE BASE INTO TIGHT AREAS.

5. FASTEN SECURE THE PIPE FLASHING TO THE ROOF#14 ROOF FASTENERS. PANEL WITH SEEMANUFACTURES RECOMMENDATIONS FOR FASTENERLAYOUT, LOCATIONS AND QUANTITIES.

SAFETY PRECAUTION: USE OSHA APPROVED TIEOFFS, NETTING OR RAILING WHEN WORKING ONROOF AREAS.

CLAMP

FULLY BED PERIMETER OFALUMINUM BASE IN SEALANT

TO METAL ROOF

ALUMINUM + SILICONEMOLDED RUBBER PIPEFLASHING

CONTINUOUS SEALANT ALONGPERIMETER OF RUBBER PIPE

FLASHING.FULLY BED PERIMETER OF

ALUMINUM BASE IN SEALANTTO METAL ROOF

ROOF TRIM FASTENER(S),#14X1 SDRFM, SPACING AND

FREQUENCY PER FLASHINGSYSTEM MANUFACTURE

EXISTING BRICK MASONRY

REMOVE EXISTING LOOSE PAINTFROM STEEL LINTEL, PAINT STEELW/ RUST PREVENTING PRIMER ANDPAINT

HEAD WEEPS WERE NOT READILYOBSERVED AT ALL LOCATIONS, IFWEEP IS PRESENT, REMOVE OLDMATERIAL, CLEAN, AND REPLACEWEEP. TYPICAL

PROTECT EXISTING WINDOWSYSTEM

PROVIDE AND INSTALL SEALANT &BACKER ROD AT ALL EXTERIORWINDOW TO WALL CONNECTIONSAND BELOW STONE MASONRYWINDOW SILL; SEALANT COLOR ASSELECTED FROM MANUFACTURESSTANDARD COLORS; TYPICAL ALLLOCATIONS.

PROVIDE AND INSTALL SEALANT &BACKER ROD AT ALL HORIZONTALAND VERTICAL MASONRY CONTROLJOINT; SEALANT COLOR ASSELECTED FROM MANUFACTURESSTANDARD COLORS; TYPICAL ALLLOCATIONS.

PROVIDE AND INSTALL SEALANT &BACKER ROD AT ALL EXTERIORWINDOW TO WALL CONNECTIONSAND BELOW STONE MASONRYWINDOW SILL; SEALANT COLOR ASSELECTED FROM MANUFACTURESSTANDARD COLORS; TYPICAL ALLLOCATIONS.

ROOF CURB INSTALLATION DETAIL 2A-501SCALE: NTS

SHEET NUMBER:

SHEET TITLE:

STATE OF MISSOURI

MICHAEL L. PARSON,

GOVERNOR



MANAGEMENT,




SAFETY MISSOURI

NATIONAL GUARD



106 BROADWAY STREET

LAMAR, MO 64759

PROJECT #

SITE #

ASSET #

T1904-01

6278

8136278002

REVISION:DATE:

REVISION:DATE:

REVISION:DATE:

ISSUE DATE:


12/02/2019

ST A


ARCH I T ECT

JONATHANBLAKE DODD

NUMBERA-2004006188

DETAILS

SHEET 8 OF 8 SHEETS

A-501

A-501JLJDJD

ROOF SLEEVE FLASHING DETAIL 1A-501SCALE: NTS

TYPICAL EXTERIOR WINDOW SEALANT DETAIL 3A-501SCALE: 1"=1'-0"

2019.12.0

3 07:56:36

-06'00'

Documents

RENOVATE ROOF SYSTEM LAMAR READINESS ......BRACING DURING ROOF REPLACEMENT. CONTRACTOR SHALL FULLY SERVICE ALL REUSED MATERIALS/EQUIPMENT TO BE REUSED DURING INSTALLATION. CONTRACTOR