Bullock Tice Associates 909 East Cervantes Suite B

Pensacola, FL 32501

www.bullocktice.com

Fax: 850.432.5208

Phone: 850.434.5444

AAC000174, IB 0000951

Addendum No. 2

Project: St. Paul Catholic School Addition

Project No.: 138013.01

Date: 15 April 2015

This Addendum consists of one (1) page and 12 drawing revisions and shall become part of the

contract documents.

SPECIFICATION

ADD Section 85113 ALUMINUM WINDOWS, end of paragraph 2.1, “Peerless Series G200 is an

approved equal to the basis of design”

DRAWINGS

MODIFY Sheets C1-C5 to show stair deleted at west side of addition, modification of edge of

paving, providing sidewalk and grading as shown, addition of roof drain collection system and

bottomless inlet and additional detailing.

MODIFY Sheet S101 and S102, corrected computer error to show wall and foundation at the west

side of room 108.

MODIFY Sheet A-102, add wall type 4 with 6” studs to accommodate recessed electrical panel.

MODIFY Sheet A-602, revise door details for door 104 to address new wall type.

MODIFY Sheets E001, E102 and E103, revised ommunications cabling and added receptacles for

racks and added communications outlets for wireless access in each classroom and deleted the outlet

in the corridor.

End of Addendum No. 2

PLANNING

ARCHITECTURE

INTERIOR DESIGN

...optimizingdesign value

SHEET TITLE:

SHEET DATE:

JHI PROJECT NO:

SHEET:

SIGNATURE AND SEAL

130024

3/9/15

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PE 33839

TAB

PRICING SET3/9/15

DEMO LIMITS; ADDED

EAST SIDEWALK;

MODIFIED GRADING;

ADDED ROOF DRAIN

COLLECTION SYSTEM;

ADDED BOTTOMLESS

INLET; ADDED DETAILS

4/14/15

OVERALL

EXISTING

CONDITIONS

C-1

...optimizingdesign value

SHEET TITLE:

SHEET DATE:

JHI PROJECT NO:

SHEET:

SIGNATURE AND SEAL

130024

3/9/15

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PE 33839

TAB

PRICING SET3/9/15

DEMO LIMITS; ADDED

EAST SIDEWALK;

MODIFIED GRADING;

ADDED ROOF DRAIN

COLLECTION SYSTEM;

ADDED BOTTOMLESS

INLET; ADDED DETAILS

4/14/15

EXISTING

CONDITIONS &

DEMOLITION

PLAN

C-2

SITE LAYOUT

PLAN

C-3

...optimizingdesign value

SHEET TITLE:

SHEET DATE:

JHI PROJECT NO:

SHEET:

SIGNATURE AND SEAL

130024

3/9/15

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PE 33839

TAB

PRICING SET3/9/15

DEMO LIMITS; ADDED

EAST SIDEWALK;

MODIFIED GRADING;

ADDED ROOF DRAIN

COLLECTION SYSTEM;

ADDED BOTTOMLESS

INLET; ADDED DETAILS

4/14/15

...optimizingdesign value

SHEET TITLE:

SHEET DATE:

JHI PROJECT NO:

SHEET:

SIGNATURE AND SEAL

130024

3/9/15

ST

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DONALD P. JEHLE

PE 33839

TAB

PRICING SET3/9/15

DEMO LIMITS; ADDED

EAST SIDEWALK;

MODIFIED GRADING;

ADDED ROOF DRAIN

COLLECTION SYSTEM;

ADDED BOTTOMLESS

INLET; ADDED DETAILS

4/14/15

SITE GRADING

PLAN

C-4

...optimizingdesign value

SHEET TITLE:

SHEET DATE:

JHI PROJECT NO:

SHEET:

SIGNATURE AND SEAL

130024

3/9/15

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DONALD P. JEHLE

PE 33839

TAB

PRICING SET3/9/15

DEMO LIMITS; ADDED

EAST SIDEWALK;

MODIFIED GRADING;

ADDED ROOF DRAIN

COLLECTION SYSTEM;

ADDED BOTTOMLESS

INLET; ADDED DETAILS

4/14/15

SITE

DETAILS

C-4

2

S-301

1

S-302

2

S-302

S-2011

S-201

2

S-202

1

S-202

2S-203

1

S-202

3

S-202 4

S-203

2

1

S-303

2

S-303

1

S-304

1

S-301

WF2.7

WF

2.7

WF2.7

WF

2.7

WF2.7

WF

2.7

WF2.7

WF2.7

WF2.7

WF

2.7

WF2.7WF

2.7

WF

2.7

WF2.7

WF

2.7

WF2.7

WF

2.7

WF

2.7

WF

2.7

WF

2.7

(E)

(E)

(E)

(E)

(E)

(E)

(E)

(E)

11'-4" 19'-4" 11'-4" 10'-0"

113' - 2 1/2"

40' - 0 1/8"

73' - 2 3/8"

29'-8"

7'-6 3/8"

36'-0"

4'-0"

S-402

4

S-402

5

14'-8" 14'-8"

2'-0"2'-0"

1'-4 19/128"

1'-4"

1'-4"

1'-4"

2'-0"

2'-0"

2'-0"

2'-0"EXISTING WALL

EXISTING WALL

EQ EQ EQ EQ EQ

EQ

EQ

EQ EQ EQ EQ

EQ

EQ

EQ

EQ

EQ

EQ

EQ EQ EQ

EQ EQ

EQ EQ

EQ EQ2' - 0"11'-0 3/16"

2'-0" 2' - 0"

17' - 4 1/2" 13' - 4"

4" SLAB-ON-GRADE REINF.WITH 6X6 W2.0XW2.0 WWF 2"CLR. FROM TOP

CONTROL ORCONSTRUCTIONJOINTS, TYP.

S-203

3

E2 E3

5

5

1

E1

EA

EB

EC

2 3 4

A

B

C

D

E

F

F 3.0

8"X8" CMU COLUMNWITH 1 #8 VERTICAL

6 1/2"

OUTSIDE FACEOF BRICK, TYP.

D.9

-

FIELD

VERIFY

72' - 8" O/O EXISTING CMU

2' - 0"2' - 0"

10' - 8"

NEW HOUSEKEEPING PADFOR KILN (COORD. SIZEAND LOCATION W/ ARCH.4" THICK CONCRETE PADON EXISTING SLABREINF. W/ 6x6-W2.1xW2.1WWF, 1 1/2" CLR. TO TOPROUGHEN EXIST. SLAB& APPLY BONDING AGENT.3/4" CHAMFER @ ALLEXPOSED EDGES.

S-201 3

OUTSIDE FACE OFBRICK VENEER

S-2034

SIDEWALK(SEE CIVIL)

REMOVE VENEER - TIE NEW CMUTO EXIST. CMU W/ DOVETAIL

ANCHORS AT 16" O.C.

2

S-301

1

S-302

2

S-302

S-2011

S-201

2

S-202

1

S-202

2S-203

1

S-202

3

S-202 4

S-203

2

1

S-303

2

S-303

W10X26

W10X26

W24

X62

W8X

18

W24

X55

W24X55

W10X15

W21X48

W8X10

Pipe6STD

1

S-304

1

S-301

20K6 (E)

20K6 (E)

20K6 (E)

20K6 (E)

20K6 (E)

2.5K1 (E)

2.5K1 (E)

18K3 (E)

18K3 (E)

20K6 (E)

14K1 (E)

14K1 (E)

10K1

10K1

20K6 20K6

20K4

16K3

14K1

10K1

10K1

10K1

2.5K1

18K6

18K5

14K1

10K1

10K1

10K1

2.5K1

10K1

2.5K1

20K4

18K3

16K2

14K1

10K1

22K4

22K4

22K4

22K4

22K4

22K4

22K4

20K4

10K1

20K3

16K2

14K1

10K1

10K1

10K1

2.5K1

20K3

20K4

18K3

16K2

14K1

10K1

10K1

20K4

20K4

16K3

14K3

2.5K3

2.5K1

16K3

2.5K3

2.5K3

2.5K3

2.5K3

2.5K3

2.5K3

2.5K3

2.5K3

2.5K1

S-403

4

S-404

3

S-404

4

S-403

8

EXISTING WALL

EXISTING WALL

S-203

3

E2 E3

5

5

1

E1

EA

EB

EC

2 3 4

A

B

C

D

E

F

AHU-4 AHU-1

1' - 1 1/8"

1' - 1 1/8"

1' - 1 1/4"

1' - 1 1/4"

10K1

10K1 10

K1

14K1

16K2

20K3

10K1

2.5K1

10K1

2.5K1

18K3

2.5K1 10K1

10K1

10K110K1

10K1

10K1 10K12.5K1

20K4

HATCHED AREA:DEMOLISH EXISTINGOUTRIGGERS AND DECKAND REPLACE WITH NEWDECKING

DEMOLISH AND REPLACE EXISTING JOIST IN THIS LOCATION

2.5K1

10K1

10K1

8 EQ. SP.= 32' - 3 7/8"

8 EQ. SP. = 32'-0"

3' - 0 3/8"

2' - 5 1/2"

4' - 0"

15' - 0 7/8"

6 EQ. SP.= 24' - 3 7/8"

7 EQ. SP.= 28' - 3 3/4"7 EQ. SP.= 28' - 3 3/4"

2' - 8 1/4" 2' - 8 1/4"

11 EQ. SP.= 44' - 3 7/8"

S-404

6

1' - 1 1/4"

D.9

HSS2.5

HSS2.5

HSS2.5

6

S-402TYPICAL

TYPICALTYPICAL

7

S-403

TYPE "R10" JOISTTOP CHORD EXTENSION

-

FIELD

VERIFY

72' - 8" O/O EXISTING CMU

S-201 3

LOW

LOW

26X20 DUCT

20X18 DUCT

17' - 2 1/8"

17' - 6 5/8"

13' - 0"

2' - 3"

2.5K3

26X20 DUCT

20X18 DUCT

32X14 DUCT

8" DIA. D

UCT

11' - 9 1/2" 9' - 9" 4' - 4"

5

S-404

2.5K3

2.5K3

2.5K1

S-2034

20X12 DUCT

9' - 8"

1' - 8"16' - 7"

8" DIA. D

UCT

8" DIA. D

UCT

ROOF OPNG.W/ 3X3X31/4"

ANGLE FRAME

T.O. WALL EL. +11'-2"

T.O. WALL EL. +11'-10"T.O. WALL EL. +10'-8"

LEGEND

= ADDITIONAL GROUT FILLED AND REINFORCED CELL IN ADDITION TO TYPICAL REINFORCING. PROVIDEBAR SIZE TO MATCH WALL REINF.

= VERTICAL MASONRY CONTROL JOINT LOCATION; SEE TYPICAL DETAILS

= 8" NOMINAL CMU WALL. UNLESS NOTED OTHERWISE (U.N.O.), WALL SHALL BE REINFORCED WITH #5VERTICAL REINFORCING AT 40" ON CENTER IN CENTER OF GROUT FILLED CELLS. PROVIDE HORIZONTAL JOINTREINFORCING AND ADDITIONAL VERTICAL REINFORCING AS OUTLINED IN THE GENERAL NOTES, TYPICALDETAILS AND SECTIONS IN THESE DRAWINGS. WALLS FOLLOW ROOF SLOPE AND EXTEND TO BOTTOM OFDECK, U.N.O. SEE DETAILS 6&7/S-402.

G.C. NOTE: NO FOUNDATION UNDERCUT SHALL OCCUR WITHIN 10.0-FEET OF THE EXISTING BUILDING ASMEASURED FROM THE EXISTING EXTERIOR WALL FACE.

= EXISTING(E)

= 2'-8" WIDE X 12" THICK STRIP FOOTING WITH 3#5 CONT. BOTTOM AND #4@24 BOTTOM SHORT WAYWF2.7

= 3'X0" SQUARE X 12" THICK STRIP FOOTING WITH 4#5 E.W. BOTTOMF3.0

9*-/16" 22 GA FORM DECK W/ EITHER 2-7/16" LIGHTWEIGHTINSULATING CONCRETE REINF. W/ 6X6W2.0XW2.0 (3" TOTALTHICKNESS) OR RIGID INSULATION.INSTALLATION/ATTACHMENT:SUPPORT FASTENERS: #10 TEK SCREWSSIDELAP FASTENERS: #10 TEK SCREWSFASTENER LAYOUT:

ZONES 1, 2 & 3: (1) #12 @ 6" O.C. (36/7 PATTERN)ZONES 2 & 3: (2) #12 @ 6" O.C. (36/7 PATTERN)SIDELAP FASTENER SPACING: 18"

JOIST MFR. NOTES:1. PROVIDE JOIST BOT. CHORD EXT. AT ALTERNATE JOISTS

TO BOT. FLANGE OF W-SHAPE BEAMS; TYP.2. PROVIDE JOIST UPLIFT BRIDGING AND TYPICAL BRACING AT A SPACING EQUAL TO THE MINIMUM OF 10' OR AS REQUIRED FOR JOIST DESIGN. PROVIDE A MINIMUM OF ONE X-BRIDGED BAY AT EACH BRIDGING RUN.3. SPACE JOISTS @ A MAXIMUM SPACING OF 5'-0" O.C., U.N.O. ON ROOF FRAMING PLAN.

LEGEND

=

(E) EXISTING STRUCTURAL MEMBER=

AHU - 1

UNIT WEIGHT

500 LBS.

AHU - 2 300 LBS.

SHEET TITLE:

SHEET DATE:

BTA PROJECT NO:

SHEET:

REVISIONS:

Bullock Tice Associates

909 East Cervantes Suite B

Penascola, FL. 32501

AAC000174

www.bulltice.com

Fax: 850.432.5208

Phone: 850.434.5444

PLANNING

ARCHITECTURE

INTERIOR DESIGN

DESIGN BUILD

SIGNATURE AND SEAL

BTA...optimizingdesign value

CONSTRUCTION DOCUMENTS

STATE OF FLORIDA

P.E. NO. 54319 / C.A. NO. 9515

4/1

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FOUNDATION ANDFRAMING PLANS

S-101

138013.01

April 3, 2015

1/8" = 1'-0"S-101

1 FOUNDATION PLAN 1/8" = 1'-0"S-101

2 ROOF FRAMING PLAN

1 REV. 1 4-3-15

1

2 REV. 2 4-13-15

2

TOP OF SLAB EL.0"

TOP OF WALL EL.10' - 8"

2

S-301

2

S-3022

S-303

1

S-301

TOP OF FOOTINGEL.

-2' - 2"

A B C D E F

113' - 2 3/8"

6

S-402

C.J

.

C.J

.

C.J

.

C.J

.

C.J

.

C.J

.

C.J

.

CEILING EL.9' - 0"

TOP OF SLAB EL.0"

TOP OF WALL EL.10' - 8"

1

S-302

1

S-304

TOP OF FOOTINGEL.

-2' - 2"

51 2 3

C.J

.

C.J

.

C.J

.

C.J

.

CEILING EL.9' - 0"

TOP OF SLAB EL.0"

TOP OF WALL EL.10' - 8"

2

S-303

TOP OF FOOTINGEL.

-2' - 2"

EA ABC

C.J

.

C.J

.

C.J

.

C.J

.

CEILING EL.9' - 0"

1. SIZES AND LOCATIONS OF WALL OPENINGS SHALL BE VERIFIED BY THE

GENERAL CONTRACTOR BASED ON THE ARCHITECTURAL AND

MECHANICAL DRAWINGS AND ON THE ROUGH OPENING

REQUIREMENTS OF THE PURCHASED PRODUCTS.

2. REFER TO THE TYPICAL MASONRY OPENING REINFORCING DETAILS ON

SHEET S-402.

3. EXTERIOR WALL OPENINGS MUST BE ACOUSTICALLY SEALED EITHER

WITH FOAM OR GYPSUM SHEATHING. REFER TO ARCHITECTURAL

DRAWINGS AND SPECIFICATIONS.

MASONRY OPENING NOTES

SHEET TITLE:

SHEET DATE:

BTA PROJECT NO:

SHEET:

REVISIONS:

Bullock Tice Associates

909 East Cervantes Suite B

Penascola, FL. 32501

AAC000174

www.bulltice.com

Fax: 850.432.5208

Phone: 850.434.5444

PLANNING

ARCHITECTURE

INTERIOR DESIGN

DESIGN BUILD

SIGNATURE AND SEAL

BTA...optimizingdesign value

CONSTRUCTION DOCUMENTS

STATE OF FLORIDA

P.E. NO. 54319 / C.A. NO. 9515

4/1

5/2

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WALL ELEVATIONS

S-201

138013.01

April 3, 2015

1/4" = 1'-0"S-201

1 ELEVATION A

1/4" = 1'-0"S-201

2 ELEVATION B 1/4" = 1'-0"S-201

3 ELEVATION C

2 REV. 2 4-13-15

2

CLASS108

CLASS111

MUSIC107

JANITOR106

STORAGE104

SCIENCE103

CORR101

CORR102

OFFICE105

DASHED LINE REPRESENTSBOUNDARY OF FUTUREGYMNASIUM ADDITION

1A-301

2A-301

LINE OF FUTURECANOPY ROOF ABOVE

TO PARISH CENTER

STOR112

STOR110

MECH113

MECH109

CASEWORK(BID OPTION)

CASEWORK(BID OPTION)

204 2-TIER 12" DP X15" WD LOCKERS

36'-8" x 35'-2"

24'-0" X 7'-3"

36'-8" x 35'-2"

30'-2" x 28'-8" 30'-2" x 28'-8"

104

103

106

105A

105B

110 109 108 111 113 112

106

105A

105B

102

1

4

2

2

2

1

2

2

1

2 2

4

4

4

2

2

3

1

1

1

A A

A

A

3 333 333

B

A

BB

4A-301

102A

107

CORR-NEW100

5A-301

3

2

A-104

1'-2"

BRICK VENEER(MATCH EXISTING)2 3/4" AIRSPACE1 1/2" RIGID INSULATIONCOLD FLUID APPLIEDAIR/MOISTURE BARRIER8" CMU

WALL TYPE 1

8" CMU - EXTEND TO DECKEXCEPT AT WALL SEPARATINGSCIENCE ROOM AND OFFICE(10'-8" AFF AT THIS LOCATION)

WALL TYPE 2

3 5/8" 20 GA. GALVANIZEDMETAL STUDS @ 16" O.C.

WALL TYPE 3

5/8" GYPSUM WALL BOARD(BOTH SIDES)

SOUND ATTENUATION BATTINSULATION AT ALL LOCATIONSEXCEPT SURROUNDINGSTORAGE ROOMS

EXTEND STUD WALLS TO DECK ATWALLS SEPARATING CLASSROOMS(10'8" ALL OTHER LOCATIONS)UNLESS NOTED OR DETAILEDOTHERWISE

FILL ALL CELLS WITH PERLITEOR FOAM INSULATION FORMIN. STC 51 RATING AT WALLSSURROUNDING MUSIC ROOM

NOTEl CONTRACTOR OPTION - AT ROOMS OTHER THAN MUSIC ROOM, CONTRACTORMAY ELECT TO CONSTRUCT CMU WALLS TO 9'10" AFF AND CLOSE OFF SPACES USINGWALL TYPE 3 WITH SOUND ATTENUATION BATTS AND ACOUSTICAL SEALANT AT CMU ANDROOF DECK RATHER THAN EXTENDING CMU TO DECK, WHERE CMU IS NOT NEEDED STRUCTURALY

PROVIDE 2 LAYERS OF GYPSUM BOARD ONE SIDEALL LOCATIONS EXCEPT STORAGE CLOSETS

6" 20 GA. GALVANIZEDMETAL STUDS @ 16" O.C.

WALL TYPE 4

5/8" GYPSUM WALL BOARD(BOTH SIDES)

GENERAL NOTES:

1. PLAN DRAWINGS ARE GENERATED BY A CUT THROUGHT THE WALL AT AHEIGHT OF APPROXIMATELY 48". COMPONENTS IN OR ON THE WALLABOVE OR BELOW THIS PLANE MAY NOT BE IDENTIFIED IN THIS PLAN VIEW.SEE ELEVATION VIEWS FOR IDENTIFICATION OF ALL WALL COMPONENETSAND OPENINGS.

2. THE OWNER'S USE OF THIS FACILITY WILL BE NECESSARYTHROUGHOUT THE DURATION OF ALL CONSTRUCTION EFFORTS.MINIMIZE ANY DISTURBANCES TO UTILITIES AND PROVIDE OWNER NOTICEOF ANY UPCOMING INTERUPTIONS AT LEAST 72 HOURS IN ADVANCE.

3. SPECIAL CARE IS TO BE PROVIDED TO THE EMERGENCY CALL DEVICESAND SIGNALS. ALL EQUIPMENT IS TO REMAIN OPERATIONAL THROUGHTHE COURSE OF THE PROJECT.

4. AT EXISTING WALLS, CONTRACTOR SHALL OPEN MASONRY CAVITYNEAR THE BASE OF THE WALLS IN SEVERAL LOCATIONS WITH OWNERREPRESENTATIVES PRESENT. IF IT IS DETERMINED THAT THE CAVITY ISDRY, THE MASONRY WILL REMAIN. IF THE CAVITY IS FOUND TO CONTAINMOISTURE, THE BRICK WILL BE REMOVED AND METAL FURRING WITHGYPSUM BOARD AND A PLASTER COATING WILL BE REQUIRED.

5. A SAFE EGRESS/EXIT WAY MUST BE CREATED AND MAINTAINED FROMTHE EXISTING CORRIDOR TO THE OUTSIDE AT ALL TIMES THE SCHOOL IS INUSE.

FLOOR PLAN NOTES1. SEE ABOVE FOR WALL CONSTRUCTION LEGEND.

2. PROVIDE BLOCKING IN WALLS FOR WALL MOUNTEDBOARDS, CABINETRY, AND OTHER WALL MOUNTED ITEMS.COORDINATE PLUMBING AND ELECTRICAL ITEMS WITH CMUCONSTRUCTION TO CONCEAL ALL PIPING AND CONDUIT.

3. REFER TO DIMENSION PLAN FOR WALL DIMENSIONS.

4. INFILL OPENINGS WITH CMU AND BRICK TO MATCHEXISTING WALL FACES. PAINT ENTIRE WALL BOTH SIDES OFTHE OPENING.

SHEET TITLE:

SHEET DATE:

BTA PROJECT NO:

SHEET:

REVISIONS:

Bullock Tice Associates909 East Cervantes Suite BPenascola, FL. 32501AAC000174www.bulltice.comFax: 850.432.5208Phone: 850.434.5444

PLANNINGARCHITECTURE

INTERIOR DESIGNDESIGN BUILD

SIGNATURE AND SEAL

BTA...optimizingdesign value

CONSTRUCTION DOCUMENTS

4/15

/201

5 1:

27:2

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NEW WORK FLOORPLAN - NOTES

A-102

138013.01March 2, 2015

MICHAEL C. RICHARDSONAR00009936

1/8" = 1'-0"A-102

1 NEW WORK FLOOR PLAN - NOTESPLAN

NORTH

SCALE: 1/8" = 1'-0"

0 4' 8' 16'

3/4" = 1'-0"A-102

2 WALL TYPES

1 4/3/2015

1

2 4/13/2015

2

2

COLD FLUID APPLIEDAIR/MOISTURE BARRIER

1 1/2" RIGID INSULATION

BRICK VENEERSOLDIER COURSE

THRU-WALLCONTINUOUS HEADFLASHING W/ ALUM.TERMINATION BARSET IN SEALANT

WEEPS @ 24" O.C.MIN. 3GALVANIZEDSTEEL ANGLE

CONTINUOUS SEALANT

PREFINISHEDALUMINUM WINDOWSYSTEM

8" CMU LINTEL BLOCK

8" CMU

CONTINUOUS SEALANT

MORTAR NET

DAM ENDS AND RETURN SIDES OF HEADFLASHING INTO VERTICAL JOINT OFMASONRY APPROXIMATELY 8" OUTFROM OPENING

COLD FLUID APPLIEDAIR/MOISTURE BARRIER

1 1/2" RIGID INSULATION

BRICK VENEER

PREFINISHED ALUMINUMSILL FLASHING

PREFINISHED ALUMINUMWINDOW SYSTEM

STAINED OAK SILL ANDTRIM BOARD

8" CMU

SEALANTSET FLASHING IN BEDOF SEALANT

BRICK SILL

40 MIL SELF ADHEREDWATERPROOF MEMBRANE OVERFLUID APPLIEDAIR/WATER BARRIER - EXTENDUNDER SHIM

DAM SILL FLASHING ATEACH END - SEE DRAWINGAT RIGHT

COLD FLUID APPLIEDAIR/MOISTURE BARRIER

1 1/2" RIGID INSULATION

BRICK VENEER

PREFINISHEDALUMINUM WINDOWSYSTEM

8" CMU

CONTINUOUSSEALANT BOTH SIDES

40 MIL SELF ADHEREDWATERPROOFMEMBRANE OVER FLUID APPLIEDAIR/WATER BARRIER

COLD FLUID APPLIEDAIR/MOISTURE BARRIER1 1/2" RIGID INSULATION

BRICK VENEER

PREFINISHEDALUMINUM WINDOWSYSTEM

8" CMU

CONTINUOUSSEALANT BOTH SIDES

40 MIL SELF ADHERED WATERPROOFMEMBRANE OVER FLUID APPLIEDAIR/WATER BARRIER

MIN.

1"

BRICK HEADER COURSE RETURN AT JAMBS OF OPENINGS

COLD FLUID APPLIEDAIR/MOISTURE BARRIER

1 1/2" RIGID INSULATION

BRICK VENEER

PREFINISHED ALUMINUMSILL FLASHING

PREFINISHED ALUMINUMWINDOW SYSTEM

STAINED OAK SILL ANDTRIM BOARD

8" CMU

SEALANTSET FLASHING IN BEDOF SEALANT

BRICK SILL

40 MIL SELF ADHERED WATERPROOFMEMBRANE OVER FLUID APPLIEDAIR/WATER BARRIER - EXTEND UNDERSHIM

DAM SILL FLASHING ATEACH END - SEE DRAWINGAT RIGHT

NOTE: OPERABLE WINDOW TO HAVE ONE HANDLE WITHIN 48" AFF THAT OPERATES ALL LATCHES ON WINDOW

8" CMU LINTEL BLOCK

8" CMU

CONTINUOUS SEALANT

COLD FLUID APPLIEDAIR/MOISTURE BARRIER

1 1/2" RIGID INSULATION

BRICK VENEERSOLDIER COURSE

THRU-WALLCONTINUOUS HEADFLASHING W/ ALUM.TERMINATION BARSET IN SEALANT

WEEPS @ 24" O.C.MIN. 3GALVANIZEDSTEEL ANGLE

CONTINUOUS SEALANT

MORTAR NET

DAM ENDS AND RETURN SIDES OF HEADFLASHING INTO VERTICAL JOINT OFMASONRY APPROXIMATELY 8" OUTFROM OPENING

SEAL WATERTIGHT

HEMMED DEGE

8" M

IN

2"

4 7/8" (7 1/4" @ DOOR 104)

HOLLOW METAL DOORFRAME, PAINT

DOOR AS SCHEDULED

5/8" GYPSUM WALL BOARDON GALVANIZED METALSTUD FRAMING, SEE WALLTYPE / CONSTRUCTIONLEGEND ON SHEET A-102

GALVANIZED STEEL HEADER, SEESTRUCTURAL DRAWINGS

CONTINUOUS SEALANT,TYP.

2"

4 7/8"

DOOR AS SCHEDULED

JAMB ANCHORS, 3 PERSIDE (MIN.)

HOLLOW METAL DOORFRAME, PAINT

CONTINUOUS SEALANT, TYP.

5/8" GYPSUM WALL BOARD ON GALVANIZEDMETAL STUD FRAMING, SEE WALL TYPE /CONSTRUCTION LEGEND ON SHEET A-102

GALVANIZED METAL DOUBLE STUD @ JAMB

(7 1/

4" @

DOO

R 10

4)

2" HOLLOW METAL DOORFRAME, PAINT

DOOR AS SCHEDULED

5/8" GYPSUM WALL BOARDON GALVANIZED METALSTUD FRAMING, SEE WALLTYPE / CONSTRUCTIONLEGEND ON SHEET A-102

GALVANIZED STEELHEADER, SEESTRUCTURALDRAWINGS

CONTINUOUS SEALANT,TYP.

5 1/2"

2"DOOR AS SCHEDULED

JAMB ANCHORS, 3 PERSIDE (MIN.)

HOLLOW METAL DOORFRAME, PAINT

CONTINUOUS SEALANT, TYP.

5/8" GYPSUM WALL BOARD ON GALVANIZEDMETAL STUD FRAMING, SEE WALL TYPE /CONSTRUCTION LEGEND ON SHEET A-102

GALVANIZED METAL DOUBLE STUD @ JAMB

5 1/2"

2"

DOOR AS SCHEDULEDJAMB ANCHORS, 3 PERSIDE (MIN.)

HOLLOW METAL DOORFRAME, PAINT

CONTINUOUS SEALANT, TYP.

5/8" GYPSUM WALL BOARD ON GALVANIZEDMETAL STUD FRAMING, SEE WALL TYPE /CONSTRUCTION LEGEND ON SHEET A-102

GALVANIZED METAL DOUBLE STUD @ JAMB

PROVIDE J CHANNELS AT GYPSUM BOARDAND BACKER ROD/SEALANT AT JOINT EACHSIDE OF WALL

1/4"

7 1/4"

EXISTING BRICK TOREMAIN

EXISTING BRICK - PAINT TO MATCH ADJACENT WALLS

SHEET TITLE:

SHEET DATE:

BTA PROJECT NO:

SHEET:

REVISIONS:

Bullock Tice Associates909 East Cervantes Suite BPenascola, FL. 32501AAC000174www.bulltice.comFax: 850.432.5208Phone: 850.434.5444

PLANNINGARCHITECTURE

INTERIOR DESIGNDESIGN BUILD

SIGNATURE AND SEAL

BTA...optimizingdesign value

CONSTRUCTION DOCUMENTS

4/15

/201

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WINDOW AND DOORDETAILS

A-602

138013.01March 2, 2015

MICHAEL C. RICHARDSONAR00009936

3" = 1'-0"A-602

1 EXT. WINDOW HEAD DETAIL

3" = 1'-0"A-602

2 EXT. WINDOW SILL DETAIL (FIXED)

SCALE: 3" = 1'-0"

0 2" 4" 8"

3" = 1'-0"A-602

3 EXT. WINDOW JAMB DETAIL3" = 1'-0"A-602

4

EXT. WINDOWMULLION DETAIL

3" = 1'-0"A-602

5

EXT. WINDOWMULLION DETAIL

3" = 1'-0"A-602

6 EXT. WINDOW JAMB DETAIL

3" = 1'-0"A-602

8 EXT. WINDOW SILL DETAIL (OPERABLE)

3" = 1'-0"A-602

7 EXT. WINDOW HEAD DETAIL

3" = 1'-0"A-602

9 DAM FLASHING DETAIL

3" = 1'-0"A-602

10 INT, DOOR HEAD DETAIL

3" = 1'-0"A-602

11 INT. DOOR JAMB DETAIL

3" = 1'-0"A-602

12 INT. DOOR HEAD DETAIL

3" = 1'-0"A-602

13 INT. DOOR JAMB DETAIL

3" = 1'-0"A-602

14 INT. DOOR JAMB DETAIL

2

2

2

2 4/13/15