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TYPICAL ALL EXISTING WINDOWS : REMOVE WINDOW AND FRAME AND PREP OPENING FOR NEW WINDOW FRAME. EXISTING STANDING SEAM ROOF SYSTEM TO REMAIN TYPICAL ALL COLUMNS: REMOVE ALL WOOD TRIMS AND COLUMN SHROUDS. VERIFY EXISTING STRUCTURE IS SOUND. PREP AND PREPARE FOR NEW TRIM AND COLUMN SHROUDS. TYPICAL ALL BRICK COLUMN BASES: REMOVE AND REPAIR BRICK BASES. FINISH TO MATCH EXISTING. TYPICAL BEAM (3-SIDES): TO REMAIN. REPLACE WOOD TRIM, PRIME AND PAINT ALL SURFACES. TYPICAL END WALL LOUVERS : PROVIDE WEATHER TIGHT METAL CLOSURE WITH ANODIZED COLOR TO MATCH LOUVER FINISH. COORDINATE WITH MECHANICAL OUTSIDE AIR DUCT (REFER TO MECHANICAL DRAWINGS). PREP CLOSURE PANEL ON ATTIC SIDE FOR SPRAY ON ICYNENE INSULATION (R-20). 10' - 0" NEW CEILING UL L505 1-HR CEILING - FLOOR ASSEMBLY OVER DRILL HALL (2)-LAYERS 3/4" EXISTING DECKING OVER EXISTING 2X10 @ 1'-0" O.C NEW CEILING REMOVE DRYWALL LID AT UNDERSIDE OF TRUSSES T.O. JOIST 13' - 1 1/2" EXISTING PRE-ENG WOOD TRUSSES R-30 ICYNEN SPRAY ON INSULATION AT UNDERSIDE OF ROOF DECK AND GABLE WALL AND LOUVER BLANK- OFF PANEL EXISTING ROOF SYSTEM TO REMAIN EXISTING BRICK GABLE WALL BEYOND TO REMAIN EXISTING PLASTER SOFFIT TO REMAIN. PROTECT FROM DAMAGE. EXISTING STANDING SEAM ROOF SYSTEM TO REMAIN EXISTING METAL SOFFIT TO REMAIN. PROTECT FROM DAMAGE EXISTING CONCRETE STOOP AND STEPS AND WALKWAYS ARE TO BE REMOVED AND REPLACED EXTERIOR WALLS (TYPICAL): 5/8" GYP BD OVER 1-5/8" METAL STUDS AT 16" O.C. OVER R-11 1" RIGID POYISOCYANURATE INSULATION BOARD OVER EXISTING EXTERIOR BRICK WALL EXISTING EXTERIOR BRICK WALL EXISTING CONCRETE SLAB ABI-3: PROVIDE NEW GUTTERS AND DOWNSPOUT ABI-3: PROVIDE NEW GUTTERS AND DOWNSPOUT ABI-3: PROVIDE NEW GUTTERS AND DOWNSPOUT EXISTING CONTINUOUS STANDING SEAM RIDGE VENT TO BE SEALED OFF TO PREVENT OUTSIDE AIR FROM ENTERING INTO BUILDING TYPICAL ALL EXISTING EAVE OPENINGS AT PERIMETER OF BUILDING TO BE SEALED OFF WITH FRAMING AND MOISTURE RESISTANT BOARD WITH "TYVEK" HOUSE WRAP OR EQUIVALENT ON EXTERIOR SIDE TAPED AND SEALED TO PREVENT OUTSIDE AIR FROM ENTERING BUILDING. TYPICAL ALL EXISTING EAVE OPENINGS AT PERIMETER OF BUILDING TO BE SEALED OFF WITH FRAMING AND MOISTURE RESISTANT BOARD WITH "TYVEK" HOUSE WRAP OR EQUIVALENT ON EXTERIOR SIDE TAPED AND SEALED TO PREVENT OUTSIDE AIR FROM ENTERING BUILDING. PROVIDE SOUND INSULATION BLANKETS BETWEEN JOISTS OVER ALL FIRST FLOOR SPACES PROVIDE SOUND INSULATION BLANKETS OVER ALL SPACES EXCEPT OVER HVAC ROOM 5' - 8" 9' - 0" 13' - 0 1/2" 23'-1-1/2" +/- B.O. EXISTING TRUSS 33'-0-1/2" +/- T.O. EXISTING SECOND FLOOR 0'-0" T.O. EXISTING FIRST FLOOR 9' - 0" 2 HR CEILING ASSEMBLY: (2) LAYERS 1/2" GYP BD UNDERSIDE OF 6" - 18 GAGE C-H STUDS AT 24" O.C. WITH 1" CORED BD ON TOP EXISTING ROOF TRUSS NEW CMU ELEVATOR WALL: 1-HR ASSEMBLY PARTITION TYPE 10B WOOD BLOCKING AND SHIM CONTINUOUS 3' - 6" 0' - 1 1/2" BASE BASE 2-HR FIRE RATED PARTITION. REFER TO PARTITION TYPE 1 PAINTED CMU 2X2 CEILING UL 505 2-HR CEILING FLOOR ASSEMBLY EXISTING MODIFIED 10: FLOOR JOISTS AND DECKING (REFER TO STRUCTURAL DRAWINGS) RATED LOBBY/STAIR 100 IT 110B BASE BASE (BEYOND) 2 HR FIRE RATED DOOR, 2 HR FIRE RATED CERAMIC GLAZING AND HOLLOW METAL FRAME. REFER TO W6, SHEET A6.4. FIRE RATED GLASS (TEMPERED) FIRE RATED GLASS (TEMPERED) FIRE RATED GLASS (TEMPERED) ASSEMBLY ASSEMBLY (BEYOND) SOLID CORE WOOD DOOR AND HOLLOW METAL FRAME ELEVATOR PAINTED CMU 0' - 4 1/2" SOLID SURFACE CAP: 1-1/2" EDGE W CHAMFERED CORNERS AT TOP. LOW WALL: 5/8" GY BD EACH SIDE OF 18 GAGE METAL STUDS AT 16" O.C. SECURE TO SIDE WALLS AND PERPENDICULAR WALLS AND TO FLOOR STRUCTURE AT 16" O.C. 2 2 2 ARCHITECTURAL GROUP, INC. A B C 1 2 3 4 D E F G H 5 6 7 8 9 10 J K L M 11 12 13 14 PROJECT TITLE AND OWNERS NAME CONSULTANTS SEAL AND SIGNATURE REVISIONS DRAWN BY CHECKED BY JOB NUMBER DATE DRAWING TITLE DRAWING NUMBER SHEET OF FL LIC. # AA0002264 5032 GODDARD AVENUE ORLANDO, FLORIDA 32804 (407) 245-3660 [email protected] COPYRIGHT © 2015 MRI ARCHITECTURAL GROUP INC. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 15 06/22/15 PETER M. IKEGAMI AR0013065 8/9/2015 12:39:54 PM C:\Users\PIkegami\Documents\A4 -2014 MRI - Proposals\1411 - Tampa Armory\DMS TAMPA- REDBRICK BUILDING BID AND RESPONSE TO BLDG.rvt A4.1 PMI JLR FDMA PROJECT NO. 215004 BUILDING SECTION AND WALL SECTIONS "RED BRICK" BUILDING ANNEX TAMPA NATIONAL GUARD ARMORY DEPARTMENT OF MILITARY AFFAIRS ST AUGUSTINE, FLORIDA PERMIT AND CONSTRUCT 12' 8' 4' 2' 0 1/4" = 1'-0" 1/4" = 1'-0" A4.1 A1 BUILDING SECTION 3/4" = 1'-0" A1.1 A4.1 A10 SECTION THRU STAIR/LOBBY 110 1' 4' 2' 0 3/4" = 1'-0" 2 RESPONSE TO FIRE MARSHAL 08-07-15

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TYPICAL ALL EXISTING WINDOWS: REMOVE WINDOW AND FRAMEAND PREP OPENING FOR NEW WINDOW FRAME.

EXISTING STANDING SEAM ROOF SYSTEM TO REMAIN

TYPICAL ALL COLUMNS: REMOVEALL WOOD TRIMS AND COLUMNSHROUDS. VERIFY EXISTINGSTRUCTURE IS SOUND. PREPAND PREPARE FOR NEW TRIMAND COLUMN SHROUDS.

TYPICAL ALL BRICK COLUMN BASES:REMOVE AND REPAIR BRICK BASES.FINISH TO MATCH EXISTING.

TYPICAL BEAM (3-SIDES):TO REMAIN. REPLACEWOOD TRIM, PRIME ANDPAINT ALL SURFACES.

TYPICAL END WALL LOUVERS: PROVIDE WEATHERTIGHT METAL CLOSURE WITH ANODIZED COLOR TOMATCH LOUVER FINISH. COORDINATE WITHMECHANICAL OUTSIDE AIR DUCT (REFER TOMECHANICAL DRAWINGS). PREP CLOSURE PANEL ONATTIC SIDE FOR SPRAY ON ICYNENE INSULATION (R-20).

10' -

0"

NEW CEILING

UL L505 1-HR CEILING - FLOORASSEMBLY OVER DRILL HALL

(2)-LAYERS 3/4"EXISTING DECKINGOVER EXISTING 2X10 @1'-0" O.C

NEW CEILINGREMOVE DRYWALLLID AT UNDERSIDEOF TRUSSES

T.O.

JOIS

T

13' -

1 1/2"

EXISTING PRE-ENGWOOD TRUSSES

R-30 ICYNEN SPRAY ONINSULATION AT UNDERSIDEOF ROOF DECK AND GABLEWALL AND LOUVER BLANK-OFF PANEL

EXISTING ROOFSYSTEM TO REMAIN

EXISTING BRICKGABLE WALLBEYOND TO REMAIN

EXISTINGPLASTER SOFFITTO REMAIN.PROTECT FROMDAMAGE.

EXISTING STANDING SEAM ROOF SYSTEM TO REMAIN

EXISTING METAL SOFFIT TO REMAIN.PROTECT FROM DAMAGE

EXISTINGCONCRETE STOOPAND STEPS ANDWALKWAYS ARE TOBE REMOVED ANDREPLACED

EXTERIOR WALLS (TYPICAL): 5/8" GYP BD OVER 1-5/8" METAL STUDS AT16" O.C. OVER R-11 1" RIGID POYISOCYANURATE INSULATION BOARDOVER EXISTING EXTERIOR BRICK WALL

EXISTINGEXTERIOR BRICKWALL

EXISTING CONCRETESLAB

ABI-3: PROVIDE NEW GUTTERS AND DOWNSPOUT

ABI-3: PROVIDE NEWGUTTERS ANDDOWNSPOUT

ABI-3: PROVIDENEW GUTTERSAND DOWNSPOUT

EXISTING CONTINUOUS STANDING SEAM RIDGEVENT TO BE SEALED OFF TO PREVENT OUTSIDE AIRFROM ENTERING INTO BUILDING

TYPICAL ALL EXISTINGEAVE OPENINGS ATPERIMETER OF BUILDINGTO BE SEALED OFF WITHFRAMING AND MOISTURERESISTANT BOARD WITH"TYVEK" HOUSE WRAPOR EQUIVALENT ONEXTERIOR SIDE TAPEDAND SEALED TOPREVENT OUTSIDE AIRFROM ENTERINGBUILDING.

TYPICAL ALL EXISTING EAVE OPENINGS ATPERIMETER OF BUILDING TO BE SEALED OFF WITHFRAMING AND MOISTURE RESISTANT BOARD WITH"TYVEK" HOUSE WRAP OR EQUIVALENT ONEXTERIOR SIDE TAPED AND SEALED TO PREVENTOUTSIDE AIR FROM ENTERING BUILDING.

PROVIDE SOUNDINSULATION BLANKETSBETWEEN JOISTS OVERALL FIRST FLOORSPACES

PROVIDE SOUNDINSULATIONBLANKETS OVERALL SPACESEXCEPT OVERHVAC ROOM

5' - 8"

9' - 0

"

13' -

0 1/2"

23'-1-1/2" +/-B.O. EXISTING TRUSS

33'-0-1/2" +/-T.O. EXISTING SECOND FLOOR

0'-0"T.O. EXISTING FIRST FLOOR

9' - 0

"

2 HR CEILING ASSEMBLY: (2)LAYERS 1/2" GYP BD UNDERSIDE OF6" - 18 GAGE C-H STUDS AT 24" O.C.WITH 1" CORED BD ON TOP

EXISTING ROOF TRUSS

NEW CMU ELEVATORWALL: 1-HR ASSEMBLY

PARTITION TYPE 10B

WOOD BLOCKING AND SHIMCONTINUOUS

3' - 6

"0'

- 1 1/

2"

BASEBASE

2-HR FIRE RATED PARTITION.REFER TO PARTITION TYPE 1

PAINTED CMU

2X2 CEILING

UL 505 2-HRCEILING FLOORASSEMBLY

EXISTING MODIFIED 10: FLOORJOISTS AND DECKING (REFER TOSTRUCTURAL DRAWINGS)

RATEDLOBBY/STAIR 100

IT 110B

BASE BASE

(BEYOND) 2 HR FIRE RATED DOOR,2 HR FIRE RATED CERAMICGLAZING AND HOLLOW METALFRAME. REFER TO W6, SHEET A6.4.

FIRE RATED GLASS(TEMPERED)FIRE RATED

GLASS(TEMPERED)

FIRE RATEDGLASS(TEMPERED)

ASSE

MBLY

ASSE

MBLY

(BEYOND) SOLID CORE WOODDOOR AND HOLLOW METAL FRAME

ELEVATOR

PAINTED CMU

0' - 4

1/2"

SOLID SURFACE CAP:1-1/2" EDGE W CHAMFEREDCORNERS AT TOP.

LOW WALL: 5/8" GY BD EACH SIDEOF 18 GAGE METAL STUDS AT 16"O.C. SECURE TO SIDE WALLS ANDPERPENDICULAR WALLS AND TOFLOOR STRUCTURE AT 16" O.C.

2

2

2

ARCHITECTURAL GROUP, INC.

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1 2 3 4

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5 6 7 8 9 10

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PROJECT TITLE AND OWNERS NAME

CONSULTANTS

SEAL AND SIGNATURE

REVISIONS

DRAWN BY

CHECKED BY

JOB NUMBER

DATE

DRAWING TITLE

DRAWING NUMBER

SHEET OF

FL LIC. # AA0002264

5032 GODDARD AVENUEORLANDO, FLORIDA 32804(407) [email protected]

COPYRIGHT © 2015 MRI ARCHITECTURAL GROUP INC.

1 2 3 4 5 6 7 8 9 10 11 12 13 14

15

15

06/22/15

PETER M. IKEGAMIAR0013065

8/9/

2015

12:

39:5

4 P

MC

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FDMA PROJECT NO.215004

BUILDING SECTION ANDWALL SECTIONS

"RED BRICK"BUILDING ANNEXTAMPA NATIONALGUARD ARMORY

DEPARTMENT OFMILITARY AFFAIRSST AUGUSTINE, FLORIDA

PERMIT ANDCONSTRUCT

12'8'4'2'0

1/4" = 1'-0" 1/4" = 1'-0"A4.1

A1 BUILDING SECTION 3/4" = 1'-0"A1.1 A4.1

A10 SECTION THRU STAIR/LOBBY 110

1' 4'2'0

3/4" = 1'-0"

2 RESPONSE TO

FIRE MARSHAL

08-07-15

F(FLUSH)

N(NARROW LIGHT)

HG(HALF GLASS LIGHT)

1-HR FIRERATEDCERAMICGLAZING,TEMPERED

LAMINATEDGLASS

HM FRAME HM FRAMEHM FRAME

PAIR F(FLUSH)

HM FRAME

WOOD DOOR WITH1-HR FIRE RATEDCERAMIC GLAZING,TEMP

HM FRAME

2' - 1

0"

7' - 2

"

A1/A

6.2

A1/A6.2

A1/A

6.2

PLAN & SCHEDULE

VARIES SEE

6' - 4"

3' - 0

"

0' - 6" 2' - 0" 0' - 6"

2' - 1

0"

7' - 2

"

A1/A

6.2

A1/A6.2

A1/A

6.2

PLAN & SCHEDULE

VARIES SEE

6' - 4"

3' - 0

"

0' - 6" 2' - 0" 0' - 6"

WOOD DOOR WITHTEMPERED GLAZING,TEMP

HM FRAME

F5A6

.3

F5/A

6.2

F5/A6.2

EXISTING HOLLOWMETAL DOOR ANDFRAME TO BEREFINISHED. PROVIDENEW ALL NEW DOORHARDWARE

NEW TEMPERED LOW-EINSULATED GLASS WITHNEW METAL STOPS(EXISTING FRAME TO BEMODIFIED AS REQUIRED)

FIELD VERIFY

3'-6"+/-

FIEL

D VE

RIFY

6"+/

-

FIEL

D VE

RIFY

5'-2"

+/_

FIELD VERIFY

4'-0"+/-

NEW TEMPERED LOW-EINSULATED GLASS

FIXED NEW THERMALLYISOLATED ALUMINUMWINDOW FRAME ANDMULLION.

FIELD VERIFY RADIUSAT HEADFI

ELD

VERI

FY6"

+/-

FIEL

D VE

RIFY

6'-10

"+/-

NEW TEMPERED LOW-EINSULATED GLASS INNEW THERMALLYISOLATED ALUMINUMWINDOW SYSTEM

SINGLE HUNG OPERABLEWINDOW: NEWTHERMALLY ISOLATEDALUMINUM WINDOWFRAME AND MULLION.PROVIDE FIXED WINDOWSAT SECOND FLOOR STAIRWINDOWS ONLY, TWOLOCATIONS.

F5/A

6.2

F5/A

6.2

F5/A6.2

F5/A

6.2

F5/A

6.2

F5/A6.2

F5/A

6.2

F5/A

6.2

F5/A6.2

FIELD VERIFY

4'-0"+/-

FIEL

D VE

RIFY

4'-2"

+/-

FIEL

D VE

RIFY

6"+/

-

FIELD VERIFY

4'-0"+/-

FIEL

D VE

RIFY

5'-8"

+/-

FIEL

D VE

RIFY

6'+/-

W4 WINDOW IN EXISTING OPENING

W3 WINDOW IN EXISTING OPENINGW2 WINDOW IN EXISTING OPENINGW1 DOOR AND TRANSOM GLASS IN EXISTING OPENING

FIEL

D VE

RIFY

7'-0"

+/-

FIEL

D VE

RIFY

2'-2"

+/-

FIELD VERIFY

3'-4"+/-

W5 STOREFRONT IN EXISTING OPENING

W7 STOREFRONT AND DOOR W8 STOREFRONT AND DOOR IN 1-HR RATED WALL

WOOD DOOR WITH 1-HRFIRE RATED CERAMICGLAZING, TEMP

2' - 1

0"

7' - 2

"

A1/A

6.2

A1/A6.2

A1/A

6.2

PLAN & SCHEDULE

VARIES SEE

4' - 10"

3' - 0

"

0' - 6" 2' - 0" 0' - 6"

HM FRAME

W6 STOREFRONT AND DOOR IN 1-HR RATED WALL

REPLACEMENT WINDOWS - BASIS OF DESIGN:SINGLE HUNG OPERABLE WINDOWS (REFER TO FLOOR PLAN FOR LOCATIONS): Basis of Design: YKK AP America YVS-410 TUH Series Windows “Single Hung Window – Impact Rated (Large Missile),Florida Product Approval FL12217-R2.FIXED WINDOWS: Basis of Design: YKK AP America YFW-400 TUH Series Windows “Fixed Window – Impact Rated (Large Missile), Florida Product Approval FL13239-R2.GLAZING SECTION 088000 FOR INSULATED GLASS REQUIREMENTS.

WINDOW SYSTEMARCHED HEAD.

FIELD VERIFY RADIUSAT HEAD

WINDOW SYSTEMARCHED HEAD.

FIELD VERIFY RADIUSAT HEAD

WINDOW SYSTEMARCHED HEAD.

FIELD VERIFY RADIUSAT HEAD

WINDOW SYSTEMARCHED HEAD.

NEW TEMPERED LOW-EINSULATED GLASS

FIXED NEW THERMALLYISOLATED ALUMINUMWINDOW FRAME ANDMULLION.

NEW TEMPERED LOW-EINSULATED GLASS

FIXED NEW THERMALLYISOLATED ALUMINUMWINDOW FRAME ANDMULLION.

RAINPROOF WALLALUMINUM LOUVER WITHREMOVEABLE INSECTSCREEN: BASIS OFDESIGN - GREENHECKMODEL EHH601D. COLORTO MATCH WINDOWCOLOR. FLORIDAPRODUCT APPROVAL FL10088.1, MIAMI DADE NOA12-0830.08 FOR LARGEMISSILE IMPACT.

1' - 6"

L1 EXTERIOR WALL LOUVER

1' - 6

"

HVAC

, CEI

LINGS

AND

STR

UCTU

RE

COOR

DINA

TE H

GT W

ITH

PROVIDE SEALANT ALL SIDESFOR WATER AND WEATHERPROOF SEAL

ARCHITECTURAL GROUP, INC.

A

B

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1 2 3 4

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E

F

G

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5 6 7 8 9 10

J

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11 12 13 14

PROJECT TITLE AND OWNERS NAME

CONSULTANTS

SEAL AND SIGNATURE

REVISIONS

DRAWN BY

CHECKED BY

JOB NUMBER

DATE

DRAWING TITLE

DRAWING NUMBER

SHEET OF

FL LIC. # AA0002264

5032 GODDARD AVENUEORLANDO, FLORIDA 32804(407) [email protected]

COPYRIGHT © 2015 MRI ARCHITECTURAL GROUP INC.

1 2 3 4 5 6 7 8 9 10 11 12 13 14

15

15

06/22/15

PETER M. IKEGAMIAR0013065

8/9/

2015

12:

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5 P

MC

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FDMA PROJECT NO.215004

DOORS AND WINDOWS

"RED BRICK"BUILDING ANNEXTAMPA NATIONALGUARD ARMORY

DEPARTMENT OFMILITARY AFFAIRSST AUGUSTINE, FLORIDA

PERMIT ANDCONSTRUCT

DOOR SCHEDULE

DOOR NUMBER

DOOR INFORMATION HARDWARE GROUPS(REFER TO

SPECIFICATIONSSECTION 087100)

FRAME INFORMATION

FIRERATING NOTES

DOOR SIZE

DOOR TYPE

DOORMATERI

ALDOORFINISH

FRAME TYPEDETAIL

FRAMEMATERIALS

FRAMEFINISHWIDTH HEIGHT

THICKNESS

EXISTING FIRST FLOOR100A 3' - 6 1/8" 6' - 11 1/2" 0' - 1 3/4" EXISTING F HM PAINT 1 HM EXISTING EXISTING

HMPAINT REFINISH FRAME - NEW DOOR HARDWARE AND

TRANSOM GLASS100B 3' - 0" 7' - 0" 0' - 1 3/4" N WOOD STAIN 2 A5/A6.2 HM PAINT 1 HR ADA LEVER LATCH - NO LOCK100C 3' - 0" 7' - 0" 0' - 1 3/4" HG WOOD STAIN 7 A5/A6.2 HM PAINT 2 HR 2 HR CERAMIC GLASS101 3' - 0" 7' - 0" 0' - 1 3/4" F WOOD STAIN 2 A8/A6.2 HM PAINT 2 HR ADA LEVER LATCH - NO LOCK, 2 HR CERAMIC GLASS101A 3' - 0" 7' - 0" 0' - 1 3/4" F WOOD STAIN 4 A8/A6.2 HM PAINT 2 HR102 2' - 5 1/2" 6' - 11 1/2" 0' - 1 3/4" EXISTING PAIR-F HM PAINT 3 HM EXISTING EXISTING-H

MPAINT REFINISH DOOR AND FRAME, NEW HARDWARE

103 3' - 0" 7' - 0" 0' - 1 3/4" F HM PAINT 7 A8/A6.2 HM PAINT 1 HR COORD WITH ELEVATOR EQUIPMENT LOCATION104 3' - 0" 7' - 0" 0' - 1 3/4" F WOOD STAIN 4 A8/A6.2 HM PAINT ADA LEVER LATCH - NO LOCK105 3' - 0" 7' - 0" 0' - 1 3/4" F WOOD STAIN 5 A5/A6.2 HM PAINT106A 3' - 0" 7' - 0" 0' - 1 3/4" N WOOD STAIN 6 A8/A6.2 HM PAINT106B 3' - 0" 7' - 0" 0' - 1 3/4" N WOOD STAIN 7 A8/A6.2 HM PAINT 1 HR107 3' - 0" 7' - 0" 0' - 1 3/4" F WOOD STAIN 5 A8/A6.2 HM PAINT108A 3' - 6 1/8" 6' - 11 1/2" 0' - 1 3/4" EXISTING F HM PAINT 9 HM EXISTING EXISTING

HMPAINT REFINISH DOOR AND FRAME, NEW HARDWARE

108B 3' - 6 1/8" 6' - 11 1/2" 0' - 1 3/4" EXISTING F HM PAINT 9 HM EXISTING EXISTINGHM

PAINT REFINISH DOOR AND FRAME, NEW HARDWARE

108C 2' - 5 1/2" 6' - 11 1/2" 0' - 1 3/4" EXISTING PAIR-F HM STAIN 3 HM EXISTING EXISTINGHM

PAINT REFINISH DOOR AND FRAME, NEW HARDWARE

109 3' - 0" 7' - 0" 0' - 1 3/4" F-PAIR WOOD STAIN 10 A8/A6.2 HM PAINT 1 HR110 3' - 0" 7' - 0" 0' - 1 3/4" F WOOD STAIN 7A A8/A6.2 HM PAINT 1 HR110B 3' - 0" 7' - 0" 0' - 1 3/4" F WOOD STAIN 5A A8/A6.2 HM PAINT SPECIAL LOCK111A 3' - 0" 6' - 11 1/2" 0' - 1 3/4" EXISTING PAIR-F HM PAINT 13 HM EXISTING EXISTING

HMPAINT REFINISH DOOR AND FRAME, NEW HARDWARE

111B 3' - 0" 6' - 11 1/2" 0' - 1 3/4" EXISTING F-DUTCH

HM PAINT 16 HM EXISTING EXISTINGHM

PAINT REFINISH DOOR AND FRAME, NEW HARDWARE. PROVIDETWO CYLINDER LOCKS (FOR TOP LEAF AND BOTTOMLEAF)

112 3' - 0" 7' - 0" 0' - 1 3/4" F-VAULT HM PAINT 15 BY VAULTMANUFACTURER

BY VAULT MFD HM PAINT 2 HR DOOR, SECURITY DOOR AND HARDWARE BY VAULTMANUFACTURER

114 2' - 11 1/2" 6' - 11 1/2" 0' - 1 3/4" EXISTING F HM PAINT 14 HM EXISTING EXISTINGHM

PAINT REFINISH DOOR AND FRAME, NEW HARDWARE

114A 3' - 0" 7' - 0" 0' - 1 3/4" F WOOD STAIN 5 A5/A6.2 HM PAINT115 3' - 0" 7' - 0" 0' - 1 3/4" F WOOD STAIN 5 A8/A6.2 HM PAINTEXISTING SECOND FLOOR200A 3' - 0" 7' - 0" 0' - 1 3/4" HG AND W-8 WOOD STAIN 7 A5/A6.2 HM PAINT 2 HR FAIL SAFE ON NON STAIR SIDE, 2 HR CERAMIC GLASS200B 3' - 0" 7' - 0" 0' - 1 3/4" HG AND WI-9 WOOD STAIN 7 A5/A6.2 HM PAINT 2 HR FAIL SAFE ON NON STAIR SIDE, 2 HR CERAMIC GLASS201 3' - 0" 7' - 0" 0' - 1 3/4" HG WOOD STAIN 12 A5/A6.2 HM PAINT 2 HR ADA LEVER LATCH - NO LOCK, 2 HR CERAMIC GLASS203 3' - 0" 7' - 0" 0' - 1 3/4" HG WOOD STAIN 8 A5/A6.2 HM PAINT204A 3' - 0" 7' - 0" 0' - 1 3/4" HG AND W-7 WOOD STAIN 8 A5/A6.2 HM PAINT204B 3' - 0" 7' - 0" 0' - 1 3/4" HG WOOD STAIN 8 A5/A6.2 HM PAINT205 3' - 0" 7' - 0" 0' - 1 3/4" HG WOOD STAIN 8 A5/A6.2 HM PAINT208 3' - 0" 7' - 0" 0' - 1 3/4" F WOOD STAIN 5 A5/A6.2 HM PAINT210 3' - 0" 7' - 0" 0' - 1 3/4" F WOOD STAIN 5 A5/A6.2 HM PAINT211 3' - 0" 7' - 0" 0' - 1 3/4" F WOOD STAIN 11 A5/A6.2 HM PAINT ADA LEVER AND PRIVACY LOCK212 3' - 0" 7' - 0" 0' - 1 3/4" F WOOD STAIN 11 A5/A6.2 HM PAINT ADA LEVER AND PRIVACY LOCK213 3' - 0" 7' - 0" 0' - 1 3/4" HG WOOD STAIN 8 A5/A6.2 HM PAINT214 3' - 0" 7' - 0" 0' - 1 3/4" HG WOOD STAIN 8 A5/A6.2 HM PAINT215 3' - 0" 7' - 0" 0' - 1 3/4" HG WOOD STAIN 8 A5/A6.2 HM PAINT216 3' - 0" 7' - 0" 0' - 1 3/4" HG WOOD STAIN 8 A5/A6.2 HM PAINT

12'8'4'2'0

1/4" = 1'-0"

SCALE

1. REFER TO SPECS FOR HARDWARE GROUPSPECIFICATIONS.

2. ALL FLASHING, RECEIVER FLASHING, AND BREAKMETAL SHALL MATCH STOREFRONT FINISH ANDCOLOR. PROVIDE END DAMS AT SILL FLASHING.

3. FIELD VERIFY ALL OPENINGS FOR EACHWINDOW AND DOOR OPENING. THE EXISTINGROUGH OPEINGS VARY FROM ONE WINDOW TOANOTHER, INCLUDING RADIUS ARCH AT HEAD.DOOR SIZES VARY FROM EACH OTHER ANDSHALL BE FIELD VERIFIED. THE CONTRACTORSHALL BE RESPONSIBLE FOR COORDINATINGEXACT SIZES AND VERIFYING EXISTINGCONDITIONS PRIOR TO MATERIAL ORDERS,SHOP DRAWING SUBMITTALS AND INSTALLATION.

4. SEE SHEET A6.2 FOR DOOR AND WINDOWDETAILS.

5. REFER TO STRUCTURAL SHEET S0.4 FORPOSITIVE AND NEGATIVE WIND PRESSURES FOROPENINGS FOR DOORS AND WINDOWS.

GENERAL NOTES

1/4" = 1'-0"DOOR TYPES

1/4" = 1'-0"WINDOW TYPES

NOTE: UFC 4 010 01 AT-FP 2013 DoD MINIMUM ANTITERRORISMSTANDARDS FOR BUILDINGS: "WINDOW AND DOOR REPLACEMENT",APPENDIX B 3.1 WINDOWS AND SKYLIGHTS AND APPENDIX B 3.3EXTERIOR DOORS.

THE EXISTING DOORS TO THIS FACILITY ARE TO REMAIN AND ONLYREFINISHED OUTFITTED WITH NEW HARDWARE.

THE EXISTING WINDOWS ARE TO BE REMOVED AND REPLACED WITH NEWTHERMALLY BROKEN FRAMES AND INSULATED GLASS UNITS FOR THEPURPOSE OF ENERGY EFFICIENCY.

THE EXISTING WINDOWS REPLACED WILL NOT COMPLY WITH THIS UFC DUETO SEVERAL FACTORS:

1. THIS PROJECT IS NOT FEDERALLY FUNDED, AND THEREFORE, EXEMPTUNDER UFC.2. THE EXISTING BUILDING IS A HISTORICAL BUILDING AND CAN NOT BEMODIFIED OR REINFORCED TO WITHSTAND THE BLAST PRESSURES ANDSUPPORT THE ANCHORAGE OF THE WINDOW FRAMES.3. BECAUSE THE BUILDING IS EXISTING AND THE PUBLIC WAY (STREET) ISOWNED BY THE CITY OF TAMPA, THE BUILDING NOR ROADWAY CAN NOTBE MOVED TO PROPER STAND-OFF.4. THERE IS NO SECURE PERIMETER OTHER THAN A CHAIN LINK FENCE ATPUBLIC WAY.5. STAND-OFF IS 10'-0" FROM PUBLIC WAY.6. BUILDING IS SUPPORTED BY TWO WIDTHS OF CLAY BRICK (NON-REINFORCED).

ALL DOOR HARDWARE SHALL COMPLY WITH THE 2010 FLORIDA ACCESSIBILITY BUILDING CODE, THE BARRIER FREE ACT, THE AMERICAN'S WITH DISABILITIES ACT, NFPA, UL, AND FLORIDA PRODUCT APPROVAL.

1 RESPONSE TO

BLDG DEPT

07-27-15

2 RESPONSE TO

FIRE MARSHAL

08-07-15

ADDED DOOR

1 2

2

1" EXPANSION SPACEBETWEEN T.O. GYP BDAND B.O. DECK WITH 1-HRUL TESTED FIRE CAULKSYSTEM (TYP EA SIDE).COPE GYP. BD AT DECKFLUTES AS REQUIRED.

CEILING (SEE FIN SCHED)

1-HR FIRE RATING: 5/8" FIRE RESIST GYP BDEA SIDE OF 3-5/8" METAL STUD.

2-HR FIRE RATING: (2)-LAYERS OF 5/8" FIRERESISTGYP BD EA SIDE OF 3-5/8" METAL STUD.

PROVIDE 18 GA STUDS AT WALLS WITHTILE FINISH

BASE (SEE FIN SCHED)

FIRE CAULK

FIN FL (SEE FIN SCHED)

FIRE CAULK

METAL RUNNERATTACHED AT24" O.C.

3" SOUNDATTENUATIONBLANKET

FIRE CAULK

SLOTTED 1"EXPANSION CLIPAT EA STUD

EL. 0'-0"FIN FL

EL. B.O. CEILING(SEE FIN SCHED)

EL.B.O. 1-HR CEILING/FLOOR OR ROOF TRUSS

11

UL DESIGN NO. U419 - 1 HOUR AND 2 HOUR PARTITION (2) LAYERS GYP BD EACH SIDE OF WALL

BNON RATED PARTITION, OMIT SOUNDATTENUATION BLANKET.

BRACE WALL TO ROOFTRUSS/DECK ABOVE AT 5'-4"O.C. MAX OR BRACE TOADJACENT WALLS. BRACECORNERS WITH 18 GA 3-5/8"HORIZONTAL ANGLEDCROSS BRACING ABOVECEILING STARTING AT 4'-0"MIN FROM WALL CORNER

CEILING (SEE FIN SCHED)

5/8" FIRE RESISTGYP BD EA SIDEOF 3-5/8" METALSTUD. PROVIDE 18 GASTUDS AT WALLS WITHTILE FINISH

BASE (SEE FIN SCHED)

CAULK

FIN FL (SEE FIN SCHED)

CAULK

METAL RUNNERATTACHED AT24" O.C.

3" SOUNDATTENUATIONBLANKET

CONTINUOUS EXPANSIONTRACK

EL. 0'-0"FIN FL

EL. B.O. CEILING(SEE FIN SCHED)

EL.B.O. FLOOR JOIST OR ROOF TRUSS

1. PROVIDE 5/8" GLASS MAT TILE BACKER BOARD AND18 GAGE STUDS WHERE TILE IS SCHEDULED.

2. PROVIDE CONCRETE CURB IN MEN TLT 101, MEN'SSHOWERS 101B, JANITOR'S 101A AND WOMEN'S TLT104, WOMEN'S SHOWER 104A AND FIRE RISER ROOM105 (REFER TO STRUCTURAL DRAWINGS).

3. PROVIDE MOISTURE RESISTANT TYPE DRYWALLBEHIND BREAKROOM SINK, BEHIND DRINKINGFOUNTAIN, AND WALLS BEHIND JANITOR'S SINK(WHERE TILE IS NOT SCHEDULED).

66

WITH SOUND ATTENUATION BLANKET

B6

C

OMIT SOUND ATTENUATION BLANKET.

PROVIDE GYP BD ON ONE SIDE ONLY ANDOMIT SOUND ATTENUATION BLANKET.

1" EXPANSION SPACEBETWEEN T.O. GYP BDAND B.O. DECK WITH 1-HRUL TESTED FIRE CAULKSYSTEM (TYP EA SIDE).COPE GYP. BD AT DECKFLUTES AS REQUIRED.

CEILING (SEE FIN SCHED)

5/8" GYP BD OVER 1-5/8" METALSTUD (PROVIDE 18 GA STUDS AT WALLS WITHTILE FINISH) AT 16" O.C. OVER 1" RIGIDINSULATION BOARD TO UNDERSIDEOF DECK. CLIP AND/OR BRACETO WALL AT 4'-0" O.C. VERTICALLY(PROVIDE 6" STUD" AT PARTITION TYPE 10C)BASE (SEE FIN SCHED)

FIRE CAULK

FIN FL (SEE FIN SCHED)

METAL RUNNERATTACHED AT24" O.C.

PROVIDE 1" EXPANSIONSPACE BETWEEN T.O.STUD AND B.O. DECK

EL. 0'-0"FIN FL

EL. B.O. CEILING(SEE FIN SCHED)

EL.B.O. FLOOR DECK OR ROOF TRUSS

1010

BOMIT INSULATION BOARD AND STOP DRYWALLAND FRAMING 6" ABOVE FINISHED CEILING.

0' - 6

"

FACE OF EXTERIOR MASONRY WALL

CONCRETECURB

0' - 3

1/2"

EL. 0'-0"FIN FL

1C

NON RATED PARTITION, PROVIDE SOUNDATTENUATION BLANKET.

6D

PROVIDE GYP BD ON ONE SIDE ONLY TOUNDERSIDE OF DECK AND SOUNDATTENUATION BLANKET FULL HEIGHT.

DRYWALL AND SOUNDBLANKETS FULL HEIGHTFOR PARTITION TYPE 6D

10C

PROVIDE 6" 18 GAGE STUDS IN LIEU OF 1-5/8" STUDS.

GENERAL NOTES

2

ARCHITECTURAL GROUP, INC.

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5 6 7 8 9 10

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PROJECT TITLE AND OWNERS NAME

CONSULTANTS

SEAL AND SIGNATURE

REVISIONS

DRAWN BY

CHECKED BY

JOB NUMBER

DATE

DRAWING TITLE

DRAWING NUMBER

SHEET OF

FL LIC. # AA0002264

5032 GODDARD AVENUEORLANDO, FLORIDA 32804(407) [email protected]

COPYRIGHT © 2015 MRI ARCHITECTURAL GROUP INC.

1 2 3 4 5 6 7 8 9 10 11 12 13 14

15

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06/22/15

PETER M. IKEGAMIAR0013065

8/9/

2015

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FDMA PROJECT NO.215004

PARTITION TYPES ANDUL505 1-HR / 2-HRCEILING - FLR ASSEMBLY

"RED BRICK"BUILDING ANNEXTAMPA NATIONALGUARD ARMORY

DEPARTMENT OFMILITARY AFFAIRSST AUGUSTINE, FLORIDA

PERMIT ANDCONSTRUCT

1 1/2" = 1'-0"A7.1

E1 PARTITION TYPES

24"12"6"2"0

1 1/2" = 1'-0"

2 RESPONSE TO

FIRE MARSHAL

08-07-15

3" = 1'-0"A7.1

A1 UL505 1-HR AND 2-HR CEILING FLOOR ASSEMBLY

22

ARCHITECTURAL GROUP, INC.

A

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5 6 7 8 9 10

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PROJECT TITLE AND OWNERS NAME

CONSULTANTS

SEAL AND SIGNATURE

REVISIONS

DRAWN BY

CHECKED BY

JOB NUMBER

DATE

DRAWING TITLE

DRAWING NUMBER

SHEET OF

FL LIC. # AA0002264

5032 GODDARD AVENUEORLANDO, FLORIDA 32804(407) [email protected]

COPYRIGHT © 2015 MRI ARCHITECTURAL GROUP INC.

1 2 3 4 5 6 7 8 9 10 11 12 13 14

15

15

06/22/15

PETER M. IKEGAMIAR0013065

8/9/

2015

12:

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FDMA PROJECT NO.215004

UL419 1-HR AND 2-HRWALL ASSEMBLY

"RED BRICK"BUILDING ANNEXTAMPA NATIONALGUARD ARMORY

DEPARTMENT OFMILITARY AFFAIRSST AUGUSTINE, FLORIDA

PERMIT ANDCONSTRUCT

2 RESPONSE TO

FIRE MARSHAL

08-07-15

3" = 1'-0"A7.2

A1 UL419 1-HR AND 2-HR WALL ASSEMBLY2

2