c:userspikegamidocumentsdms tampa- … walls (typical): ... hg (half glass light) 1-hr fire rated...
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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.
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ARCHITECTURAL GROUP, INC.
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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.
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PETER M. IKEGAMIAR0013065
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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.
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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
12:
39:5
5 P
MC
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PMI
JLR
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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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.
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06/22/15
PETER M. IKEGAMIAR0013065
8/9/
2015
1:3
3:40
PM
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JLR
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.
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1 2 3 4
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5 6 7 8 9 10
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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:
39:5
9 P
MC
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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