Back of HOuse

View Name1/8" = 1'-0" 0

1A101

SIM

A1011

SIM

1i

D101

0

1i

Room name101

W1i

X

NameElevation

6 : 12

126

SLOPE

PITCH

1/2"

A1t

1'-0" A.F.F.

N

1

A3.01

X' - X"

NOTE: ______________________

1

A3.01

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CONSULTANT:

DRAWN BY:

REVIEWED BY:

PROJECT MGR:

SEAL:

OWNER:

SHEET TITLE:

ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OFSPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS,DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERECREATED, DEVELOPED, AND PRESENTED FOR USE ON THISSPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANYPURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OFSPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BEPERMITTED TO RETAIN COPIES FOR INFORMATIONAND REFERENCE PURPOSES ONLY.

PROJECT ID:

PROJECT:

SHEET NUMBER:

SPRINGLINE ARCHITECTS, L.L.C.

6100 RED HOOK QUARTERS, SUITE E2-1ST. THOMAS, VI 00802

Tel. (340) 777-2345www.springlinearchitects.com

5000 ESTATE ENIGHED PMB 245ST JOHN VI 00830

REV. DATE SUBMISSION

BUILDING NAME:

BACK OF HOUSE

FIRST AMERICAN DEVELOPMENTGROUP / CARIB, LLC, USVI LLC

050-07-1

POND BAYPARCELS 126, 272, 488D, 488E, 488F

ESTATE CHOCOLATE HOLE NO. 11 CRUZ BAY QUARTERST JOHN, US VIRGIN ISLANDS

08.20.09 BASE SHEET

LMO

MDH

JNS

SINGLE STORY

09.03.09 CONSTRUCTION DOCUMENTS

COVER

A0.00

SHEET INDEX 1PROJECT DIRECTORYPROJECT DATALEGEND OF SYMBOLS 4 7 9

ZONING REQUIREMENTS LOCATION MAPS GENERAL NOTES 35 6

8 PROJECT NAMELIST OF ABBREVIATIONSZONING = W-1THE FOLLOWING INFORMATION IS TAKEN FROM THE APPROVED CZM PERMIT CZJ-1-07(L)THE BUILDING APPLICATION IS FOR THE SALES OFFICE WHICH IS LOCATED ON THE SLAB OF ANAPPROVED BEACH COTTAGE UNIT.

PARCELS NO. 126 7.61 LAND ACRESNO. 272 3.86 LAND ACRESNO. 488D 1.75 LAND ACRESNO. 488E 0.58 LAND ACRESNO. 488F 0.58 LAND ACRES

14.32 LAND ACRESDENSITYPERMITTED: 40 PERSONS PER ACRE x 11.47 (W-1 UNRESTRICTED) =459 PERSONSACTUAL: 19 PERSONS PER ACRE =218 PERSONS

OCCUPANCYPERMITTED: 40% OF 14.32 ACRES =5.73 ACRESACTUAL: 16% OF 14.32 ACRES =2.29 ACRES

LOT AREAMINIMUM: 10,000 SQ.FT.ACTUAL: 14.32 ACRES

USABLE OPEN SPACEREQUIRED: 30% OF 14.32 ACRES =4.3 ACRESACTUAL: 55% OF 14.32 ACRES =7.9 ACRES

LOT WIDTHMINIMUM 100 FEETACTUAL (AT SMALLEST CROSSING) 300 FEET

FRONT SETBACKPERMITTED: 25 FEETACTUAL: 600 FEET

SIDE SETBACKPERMITTED: 10 FEETACTUAL: 28 FEET

REAR SETBACKPERMITTED: 20 FEETACTUAL: 700 FEET

HEIGHTPERMITTED: 3 STORIESACTUAL-MAXIMUM: 2 STORIES

ABVA/CA.C.T.AFFALUMAVGBLKGCLCJCLG.CMUCOLCONCCONTC.T.DDETDFDSDIAEA.EL/ELEVEQEWCEXTEXT'GFDGAGALVGWBHORIZLAVL.F.L.V.L.MFRMINMISCM.O.MTLN.I.C.

ABOVEAIR CONDITIONINGACOUSTICAL TILEABOVE FINISHED FLOORALUMINUMAVERAGEBLOCKINGCENTER LINECONTROL JOINTCEILINGCONCRETE MASONRY UNITCOLUMNCONCRETECONTINUOUSCERAMIC TILEDRYERDETAILDRINKING FOUNTAINDOWNSPOUTDIAMETEREACHELEVATIONEQUALELECTRIC WATER COOLEREXTERIOREXISTINGFLOOR DRAINGAUGEGALVANIZEDGYPSUM WALLBOARDHORIZONTALLAVATORYLINEAR FEETLAMINATED VENEER LUMBERMANUFACTURERMINIMUMMISCELLANEOUSMASONRY OPENINGMETALNOT IN CONTRACT

NOMN.T.S.O.C.PL.PL.LAM.PLYWDPREFABP.T.PVCR.D.REFREINFREQ'DREVR.O.SFSIMS.O.G.SPECSTDSTLSTRUCTSUB FLSUSP.T&GTELTEMPT.O.S.T.O.W.TYPU.N.O.VCTVERTV.I.F.WWHWPW/WWFW.I.C.

NOMINALNOT TO SCALEON CENTERPLATEPLASTIC LAMINATEPLYWOODPREFABRICATEDPRESSURE TREATEDPOLYVINYL CHLORIDEROOF DRAINREFRIGERATORREINFORCINGREQUIREDREVERSEDROUGH OPENINGSQUARE FEETSIMILARSLAB ON GRADESPECIFICATIONSSTANDARDSTEELSTRUCTURALSUB FLOORSUSPENDEDTONGUE AND GROOVETELEPHONETEMPERATURETOP OF SLABTOP OF WALLTYPICALUNLESS NOTED OTHERWISEVINYL COMPOSITION TILEVERTICALVERIFY IN FIELDWASHERWATER HEATERWATERPROOFWITHWELDED WIRE FABRICWALK-IN-CLOSET

By executing the contract, the contractor represents that he has visited the site,familiarized himself with the local conditions, codes and landlord requirementsunder which the work is to be performed, and correlated his observations withthe requirements of the Contract Documents. This shall be done prior to the bid.

The intent of the Contract Documents is to include all items necessary forproper execution and completion of the work. The Contract Documents arecomplimentary, and what is required by one shall be as binding as if required byall. Work not covered in the Contract Documents will not be required unless it isconsistent therewith and is reasonably inferable therefrom as being necessaryto produce the intended results. Words and abbreviations which have wellknown technical or trade meanings are used in the Contract Documents inaccordance with such meanings.

The Drawings and Specifications are intended to be fully explanatory andsupplementary. Moreover, should anything be shown, indicated, or specified onone and not the other, it shall be done.

Should either the drawings and the specifications, or any particular specification,and the General Conditions contradict each other in any point, or requireclarification, the Contractor must call the same to the attention of the Architect,and his decision shall be obtained prior to the submission of bids - otherwise,the Architect's interpretation will govern the performance of the work and noallowance shall be made in behalf of the Contractor for error or negligence onhis part in this connection. The Contractor shall bear all costs (includingovertime, air frieght, etc.) due to his errors and/ or ommisions prior to bidding.

Should any error or inconsistency appear in the drawings or specifications, theContractor, before proceeding with work, must clearly bring the same to theattention of the Architect for proper adjustment, and in no case proceed with thework in uncertainty nor with insufficient drawings.

The Contractor and each subcontractor shall be responsible for verification ofall measurements at and in the proposed construction building or site orsurroundings. No charge or compensation shall be allowed due to differencesbetween actual dimensions and dimensions indicated on the drawings. Anysuch discrepancy in dimensions which may be found shall be submitted to theArchitect.

Contractor shall follow sizes in specifications or figures on drawings inpreference to scale measurements and follow detail drawings in preference togeneral drawings, and follow actual field conditions.

Where it is obvious that a drawing illustrates only a part of a given work, or of anumber of items, the remainder shall be deemed repetitious and so constructed.

Contractor is to verify that all equipment (fixtures) are in accordance with plansand specifications. The Contractor is to report immediately by phone and within24 hours in writing to the Architect, any and all equipment that is damaged,omitted, or not in accordance with plans and specifications.

The Contractor is to assure that the placement of equipment is possible beforeconstruction of all interior partitions are completed.

BACK OF HOUSE:

FLOOR AREA: 9,222 S.F.

STORIES: 1 STORY

EXTERIOR WALLS: CMU AND P.I.P. CONCRETE

ROOF: PRECAST CONCRETE

ROOF AREA: 8,865 S.F.

ROOMS:OFFICE: 8BATHROOMS: 3 OTHERS: 12 TOTAL WITH ELECTRICAL: 22

PLUMBING:KITCHEN SINK: 2MOP SINK: 1 LAVATORIES: 7TOILETS: 5BATHTUBS: 0SHOWERS: 4DISHWASHER: 0 CLOTHES WASHER: 3URINALS: 3

DRAWING TITLE & SCALE

SECTION CUT KEY

ELEVATION KEY

DETAIL KEY

COLUMN LINE GRID KEY

CHANGE CLOUD AND REV. TAG

BENCH MARK

ELEVATION MARK

CLG HEIGHT KEY

NOTE KEY

NORTH ARROWS

ROOM NAME KEY

WALL TYPE KEY

DOOR KEY

WINDOW KEY

EQUIPMENT KEY

SPOT ELEVATION

STEPDOWN SYMBOL

INTERIOR ELEVATION MARK

SHEET INDEXSHEET # TITLE

ARCH KEY

ROOF SLOPE/PITCH MARK

OPERATIONS:

591 REDWOOD HWY, STE 3150MILL VALLEY, CA 94941

AUBERGE RESORTS

TEL: (415) 380.3460FAX: (415) 380.3461

OWNER:


TEL: (340) 776.7551FAX: (340) 776.7552


LANDSCAPE ARCHITECT:

SPRINGLINE ARCHITECTS, LLC.6100 RED HOOK QTR. STE E2-1ST THOMAS, VI 00802

TEL: (340) 777.2345FAX: (340) 777.2346

STRUCTURAL ENGINEER:

WHISONANT ENGINEERING SERVICES, LLC122 NUT TREE COURTLEXINGTON, SC 29072

TEL: (803) 957.4008FAX: (803) 429.9681

CIVIL ENGINEER:

AES CONSULTING ENGINEERS5248 OLDE TOWN RD, STE 1WILLIAMSBURG, VA 23188

TEL: (757) 253.0040FAX: (757) 220.0994

MEP ENGINEER:

PENINSULA ENGINEERING INC.2016 ALDEN ROADORLANDO, FL 32803

TEL: (407) 246.1688FAX: (407) 246.1664

ENVIRONMENTAL ENGINEER:

WILLIAMSBURG ENVIRONMENTAL GROUP, INC.5209 CENTER STREETWILLIAMSBURG, VA 231188

TEL: (757) 220.6869FAX: (757) 229.4507

MARINE BIOLOGIST:

BIOIMPACT, INC.PO BOX 132, KINGSHILLST CROIX, VI 00851-1749

TEL: (340) 773.5881FAX: (340) 773.5542

SURVEYOR:

MOSELEY & ASSOCIATESPO BOX 600140ST THOMAS, VI 00801-6140

TEL: (340) 774.5310FAX: (340) 776.4090

WWT & R.O. PLANT:

SEVEN SEAS6200 FRYDENHOJ SUITE 4ST THOMAS, VI 00802

TEL: (340) 775.6607

POOL DESIGNER:

AQUATIC CONSULTANTS, INC.13145 SW 104 TERRACEMIAMI, FL 33186

TEL: (305) 383.7266FAX: (305) 386.1168

BACK OF HOUSE

PROJECTLOCATION

2

KEY MAP

BACK OF HOUSESINGLE STORY

CONSTRUCTION DOCUMENTS09.03.09

PARCELS 126, 272, 488D, 488E, 488FESTATE CHOCOLATE HOLE NO. 11 CRUZ BAY QUARTER

ST JOHN, US VIRGIN ISLANDS

ARCHITECTURAL

A2.02 FIRST FLOOR PLAN

STRUCTURAL

MECHANICAL

ELECTRICAL

FIRE PROTECTION

A2.03 SITE / ROOF PLAN

A5.01 DOOR, WINDOW & LOUVER SCHEDULE, NOTES AND DETAILS

A0.00 COVER

PLUMBING

SEISMIC PLANS

LAUNDRY

ARCHITECT:

6100 RED HOOK QTR. STE E2-1ST THOMAS, VI 00802

SPRINGLINE ARCHITECTS, LLC.

TEL: (340) 777.2345FAX: (340) 777.2346

A9.01 FINISH SCHEDULES, PLANS AND ELEVATIONS A9.02 REFLECTED CEILING PLAN, PLANS, ELEVATIONS AND

DETAILS

A3.01 EXTERIOR ELEVATIONS

LD9.1 EQUIPMENT PLAN EQUIPMENT SCHEDULE LD9.2 CONNECTION SCHEDULE

LD9.3 ELECTRICAL ROUGHINS LD9.4 MECHANICAL AND PLUMBIN ROUGHINS LD9.5 TROUGH DETAILSLD9.6 LAUNDRY DETAILSLD9.7 SCHEMATIC PIPING DETAILSLD9.8 LAUNDRY DETAILSLD9.9 ROOF OPENING DETAILS

S001 STRUCTURAL NOTES S101 FOUNDATION PLAN S201 FIRST FLOOR FRAMING PLAN S202 ROOF FRAMING PLAN S301 FOUNDATION SECTIONS S302 FOUNDATION SECTIONS S303 FOUNDATION SECTIONS S501 FRAMING SECTIONS

E-2 ELECTRICAL 1ST FLOOR POWER PLAN

P-2 PLUMBING 1ST FLOOR PLAN P-3 PLUMBING 1ST FLOOR PLAN DOMESTIC WATER

0

9

.

0

3

.

0

9

C

O

N

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T

R

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I

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N

D

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S

A3.11 BUILDING SECTIONS

A2.01 CISTERN PLAN

A4.01 WALL SECTIONS A4.11 ARCHITECTURAL DETAILS A4.12 ROOF DETAILS A4.13 ROOF DETAILS

POND BAY

A3.01

3

5' - 0"

TOP OF SLAB

4

C D E G

5

H

1

2

6

JB F

CISTERN CELL 12800sf. x 15.0ft DEEP

315K GAL.001

OVERFLOWSEE CIVIL & MEP DRAWINGS

PUMP INTAKE. SEE MEP DRAWINGS

OPENING ABOVE

INLET FROM R.O. PLANTSEE MEP & 7SEAS DRAWINGS

NOTE: 2 COATS THOROSEAL WHITE. NSFAPPROVED CISTERN SEALANT W/ ACRYL60 ADDITIVE APPLIED TO ENTIRECISTERN (FLOOR, WALLS, BEAMS, UNDERSIDE SLAB, CEILINGS INCLUDED)

3

A

3A3.11

2A3.11

4A3.11

COMPACTED FILL. SEESTRUCTURAL DRAWINGS

PERMANENT ACCESS LADDER

1A3.11

1. SEE CIVIL SITE PLAN FOR F.F.E.

2. ALL WINDOW AND DOOR DIMENSIONSAT EXTERIOR WALLS ARE MASONRYOPENINGS. CONTRACTOR SHALL BERESPONSIBLE FOR COORDINATINGMASONRY OPENING WITH WINDOW ANDDOOR MANUFACTURER

3. DOWNSPOUTS TO TIE TO STORM WATERSYSTEM (TYP.)

4. FOR GREEN ROOF, COORDINATE WITHLANDSCAPE ARCHITECT DOCUMENTSPROVIDE WATER FOR IRRIGATION

5. EXHAUSTS SHOWN FOR COORDINATIONONLY. REFER TO MEP DOCUMENTS FORLOCATION AND SIZES

6. REFER TO MEP DRAWINGS FOR ROOFTOP EQUIPMENT

7. SEE 2/A4.11 FOR PARTITION / WALLTYPES

GENERAL NOTES

POURED IN PLACECONCRETE WALL -REFER TO STRUCTURALDRAWINGSFOR THICKNESS.

WALL TYPES

8" MASONRY WALL

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DRAWN BY:

REVIEWED BY:

PROJECT MGR:

SEAL:

OWNER:

SHEET TITLE:


PROJECT ID:

PROJECT:

SHEET NUMBER:






BUILDING NAME:

BACK OF HOUSE


050-07-1



08.20.09 BASE SHEET

LMO

MDH

JNS

SINGLE STORY


CISTERN PLAN

A2.01 1/8" = 1'-0"

CISTERN PLAN 1

N

V A LV E ,3"BFV

PACO

1570-5

STD VERT 182-4JM ODTF 36M W/DRIP COVERBALDOR ELECTRIC CO.

MOTOR-5HP

C = 15.123500 RPM182JM ODP

PACO

1570-5

STD VERT 182-4JM ODTF 36M W/DRIP COVERBALDOR ELECTRIC CO.

MOTOR-5HP

C = 15.123500 RPM182JM ODP

V

A

L

V

E

,

3

" B

F

V

**

**

**

**

V

A

L

V

E

,

3

" B

F

V

182JM ODP3500 RPMC =15.12

MOTOR-5HP

BALDOR ELECTRIC CO.STD VERT 182-4JM ODTF 36M W/DRIP COVER

PACO

1570-5

182JM ODP3500 RPMC =15.12

MOTOR-5HP

BALDOR ELECTRIC CO.STD VERT 182-4JM ODTF 36M W/DRIP COVER

PACO

1570-5

V A LV E ,3"BFV

2'-37__16"

A3.011

A3.01

A3.01

A3.01

2

4

3

4

C D E

DOMSESTICPUMP ROOM

108

G

5

H

1

2

6

JB F

TOP OF SLAB

CONCRETE SIDEWALK

3

ELEC114

STORAGE101

A

DOMESTIC HW115

3A3.11

2A3.11

4A3.11

CONCRETE SIDEWALK

D118

D106

D104

D102

D103

D101

22' - 6"

REFER TO SITE PLAN FORCONTINUATION

REFER TO LOW VOLTAGE DRAWINGSFOR EQUIPMENT LAYOUT ANDELECTRICAL REQUIREMENTS

PUMP EQUIPMENT. SEE MEP DRAWINGS(SHOWN HERE FOR REFERENCE ONLY)

CISTERN HATCH ON 6" CURB

C.I.P. MASONRY COLUMN WRAP TO42" A.F.F. (TYP.)

LAUNDRY EQUIPMENT. REFER TOLAUNDRY DRAWINGS

D119

ADMIN.107

TOILET111

BREAK ROOM121

C

O

U

N

T

E

R

D116

W116

W117

D121

D122

D124

D123

D125

OFFICE102

OFFICE104

OFFICE103

OFFICE105

OFFICE106

LAUNDRYMANAGER'S

OFFICE109

CLOSET110

MDF112

IT MANAGER'SOFFICE

113

MEN'SBATHROOM /

LOCKERS116

ST.117

ST.118

WOMAN'SBATHROOM /

LOCKERS119

JAN.120

D115

D113

D117

4"

4"

ISOLATION SLAB AT WASHERS. REFERTO LAUNDRY DRAWINGS

W102

W101

W104

W103

W106

W115

W114

W108

W109

W112

W113

W111

W110

W105

W107

W118

D110

D107

D114

D108

D109

D111

D112

FIRE SUPPRESSIONANNUNCIATOR PANEL. SEE MEPDRAWINGS

D105

D120

LAUNDRY /HOUSEKEEPING

122

131'-11"

8'-9" 14'-0" 20'-0" 19'-4" 8" 22'-6" 24'-8" 22'-0"

12'-3" 5'-6" 23'-1 1/2" 5'-6" 11'-1" 5'-6" 6'-3"

6

'

-

3

"

5

'

-

6

"

8

'

-

6

"

1

3

'

-

5

1

/

2

"

5

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-

6

"

1

0

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-

4

1

/

2

"

4

'

-

2

"

2

2

'

-

0

"

4

'

-

1

1

"

4'-7 1/2" 5'-6" 7'-9 1/2" 5'-6" 8'-0" 5'-6" 8'-3 1/2" 5'-10" 3'-0"

2

5

'

-

1

1

"

2

0

'

-

0

"

2

0

'

-

0

"

1

4

'

-

9

"

5

'

-

1

1

"

8

6

'

-

7

"

55'-0" 68'-2" 17'-0"

1

'

-

0

"

1

6

'

-

3

1

/

2

"

1

4

'

-

1

"

1

0

'

-

0

"

1

8

'

-

7

1

/

2

"

1

1

'

-

8

1

/

2

"

3

'

-

1

"

1

1

'

-

6

1

/

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"

4

'

-

7

"

2

'

-

9

1

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"

2

5

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-

3

1

/

2

"

7

'

-

6

1

/

2

"

2

'

-

3

1

/

2

"

7

'

-

1

"

9

'

-

2

1

/

2

"

1

2

'

-

4

1

/

2

"

7

'

-

7

"

4

'

-

6

1

/

2

"

1'-0" 12'-10 1/2" 40'-1 1/2" 8" 18'-11" 8" 9'-6 1/2" 2'-0" 4'-9" 1'-5" 4'-9" 10 1/2" 24'-6 1/2" 1'-0"

13'-6" 13'-6" 6'-7" 14'-5 1/2" 8" 9'-1 1/2" 16'-8 1/2" 1'-11 1/2" 2'-2 1/2" 29'-11"

1

2

'

-

9

"

1

2

'

-

9

"

1

2

'

-

9

"

1

2

'

-

9

"

ROOF ABOVE

2

'

-

9

"

8

'

-

8

1

/

2

"

8

'

-

8

1

/

2

"

8'-0" 5'-9 1/2"

5

'

-

6

1

/

2

"

7

'

-

1

0

1

/

2

"

1

2

'

-

6

"

WALL MOUNTED LPREGULATOR

8'-4" 4'-0" 3'-8" 1'-0"

A4.113

1

'

-

0

"

1

6

'

-

6

"

8

"

6

'

-

9

"

1

0

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8

"

8

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5

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9

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8

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1

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8

"

8

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1

0

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/

2

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1

9

'

-

7

"

8

"

STEEL COLUMN. SEESTRUCTURAL DRAWINGS

KNOCK OUT WALL. 10'-0" TALL X 7'-6"WIDE. SEE STRUCTURAL DRAWINGS

6

'

-

8

"

2

'

-

1

1

/

2

"

8

"

8

'

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4

3

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9

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8

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3

4

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7

"

7'-3" 8" 11'-3 1/2" 18'-8 1/2"

9

'

-

9

1

/

2

"

8

"

1

1

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-

1

1

"

8

"

2

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-

1

0

1

/

2

"

4'-0"

8" 5'-4 1/2" 11'-8" 48'-6 1/2"

1'-4" 10'-1" 2'-3 1/2"

3

'

-

0

"

5

'

-

0

"

2

'

-

8

1

/

2

"

33'-7"

D126

BOILER ROOM123

A9.016

A9.021

W119

9

'

-

0

"

1A3.11

5

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-

5

"

8

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-

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1

/

2

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9

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4

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1

1

1

1

1

1

1

11

1

1

3

3

3

1

3

3

3

3 1

2

1 1

31

3

3

1

1

1


WALL TYPES

8" MASONRY WALL








GENERAL NOTES

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CONSULTANT:

DRAWN BY:

REVIEWED BY:

PROJECT MGR:

SEAL:

OWNER:

SHEET TITLE:


PROJECT ID:

PROJECT:

SHEET NUMBER:






BUILDING NAME:

BACK OF HOUSE


050-07-1



08.20.09 BASE SHEET

LMO

MDH

JNS

SINGLE STORY


FIRST FLOOR PLAN

A2.02 1/8" = 1'-0"FIRST FLOOR PLAN 1

N

A3.011

A3.01

A3.01

A3.01

2

4

3

4

C D E G

5

H

1

2

6

JB F

3

A

3A3.11

2A3.11

4A3.11

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:

1

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-

0

"

P

I

T

C

H

1

/

4

"

:

1

'

-

0

"

P

I

T

C

H

1

/

4

"

:

1

'

-

0

"

P

I

T

C

H

1

/

4

"

:

1

'

-

0

"

P

I

T

C

H

1

/

4

"

:

1

'

-

0

"

P

I

T

C

H

1

/

4

"

:

1

'

-

0

"

P

I

T

C

H

1

/

4

"

:

1

'

-

0

"

P

I

T

C

H

1

/

4

"

:

1

'

-

0

"

P

I

T

C

H

1

/

4

"

:

1

'

-

0

"

P

I

T

C

H

1

/

4

"

:

1

'

-

0

"

P

I

T

C

H

1

/

4

"

:

1

'

-

0

"

2 : 1 2

2 : 12

2 : 12

2 : 12

ALUMINUM ROOF RAIL (TYP.)

CORRUGATED METAL ROOF

6" ALUMINUM GUTTER TO MATCHROOF COLOR. SLOPE TO DRAIN

OPENING FOR DRYER EXHAUST ON6" CONCRETE CURB

ROOF DRAIN (TYP.)

PARAPET WALL WITHALUMINUM ROOF RAIL

SCUPPER WITH PVCDOWNSPOUT TO TIE INTOSTORM DRAIN.

GATE

SLAB ON GRADE

63'-6"

EMERGENCY ROOFOVERFLOW (TYP.)

131'-11"

8'-9" 14'-0" 20'-0" 19'-4" 8" 22'-6" 24'-8" 22'-0"

2

5

'

-

1

1

"

2

0

'

-

0

"

2

0

'

-

0

"

1

4

'

-

9

"

5

'

-

1

1

"

8

6

'

-

7

"

4"

CONCRETE CURB

UTILITY BUILDING

6'-0" WIDE CONCRETESIDEWALK AROUND BUILDING

COMPACTOR. COORDINATE ALL MEP REQUIREMENTS

8 FT. MASONRY WALL. PROVIDE HOSE BIBREFER TO MEP DRAWINGS FOR FIRE DEPARTMENT CONNECTIONREFER TO CIVIL DRAWINGS FOR SANITARY/STORMWATER REQUIREMENTS

1A3.11

PITCH CONCRETE DECK TO SCUPPER

AIR INTAKE. SEE MEP DRAWINGS AND STRUCTURAL DRAWINGS

DOWNSPOUT AT COLUMN (TYP.)

BEAM BELOW. SEESTRUCTURAL DRAWINGS

COLUMN BELOW. SEESTRUCTURAL DRAWINGS

DOWNSPOUT AT COLUMN

8

"

6

'

-

0

"

3

1

'

-

4

"

2

2

'

-

0

"

8

"

8" 6'-0" 46'-8" 47'-6" 17'-8" 4'-0" 8"

GREEN ROOF

SCUPPER (TYP.)

GREEN ROOF

P

I

T

C

H

1

/

4

"

:

1

'

-

0

"

SCUPPER

EXHAUST FOR PRESS. SEELAUNDRY DRAWINGS

3'-0"

4

'

-

2

1

/

2

"

63'-10"

1

6

'

-

1

"

6

3

'

-

3

"

P

I

T

C

H

1

/

4

"

:

1

'

-

0

"

HOSE BIB FOR GREEN ROOF (TYP.)

EMERGENCY ROOFOVERFLOW (TYP.)

1A4.11

5A4.11

SIM

A4.114

7A4.11

4"

8A4.11

MAINTAIN 10'-0" CLR.


WALL TYPES

8" MASONRY WALL








GENERAL NOTES

ROBERTS466 - A

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.

GRI NI L

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HI

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CONSULTANT:

DRAWN BY:

REVIEWED BY:

PROJECT MGR:

SEAL:

OWNER:

SHEET TITLE:


PROJECT ID:

PROJECT:

SHEET NUMBER:






BUILDING NAME:

BACK OF HOUSE


050-07-1



08.20.09 BASE SHEET

LMO

MDH

JNS

SINGLE STORY


SITE / ROOF PLAN

A2.03

1/8" = 1'-0"SITE / ROOF PLAN 1

N

FIRST FLOOR22' - 6"

ROOF LEVEL35' - 0"

51 2 62

A3.11

T.O. PARAPET37' - 0"

1A3.11

CONTROL JOINT (TYP.)

PLASTER / PIGMENTED FINISH. SEESPECS

CORRUGATED METAL ROOF

FC01

FC02FC02

FIRST FLOOR22' - 6"

ROOF LEVEL35' - 0"

J BF A

3A3.11

4A3.11


FC02 FC02

FC01



ROOF LEVEL35' - 0"

E JB FA

3A3.11

4A3.11




FC01

FC02FC02

FIRST FLOOR22' - 6"

ROOF LEVEL35' - 0"

5 162

A3.11 T.O. PARAPET37' - 0"

1A3.11

FC01

FC02FC02

1. PAINT FINISH ON ALL EXPOSED WOOD & STRUCTURAL STEEL, REFER TO ARCHITECT FOR COLORS AND SPECS.

2. PAINT ALL EXTERIOR DOORS ANDLOUVERS WITH BENJAMIN MOORE"DURANGO" 2137-30

3. ALL GUTTERS SHALL BE ATLANTA METALPRODUCTS MANSARD BROWN

4. CORRUGATED METAL ROOF: MBCISIGNATURE 200 IN BURNISHED SLATE

NOTES

FC01 BENJAMIN MOORE "DEER FIELD" 1159FC02 BENJAMIN MOORE "FRENCH MANICURE" 1086

USE BENJAMIN MOORE COLORS LISTED ABOVE TOMATCH PIGMENTED PLASTER FINISH COLORS

EXTERIOR ELEVATION COLORS

ROBERTS466 - A

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G

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HI

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CONSULTANT:

DRAWN BY:

REVIEWED BY:

PROJECT MGR:

SEAL:

OWNER:

SHEET TITLE:


PROJECT ID:

PROJECT:

SHEET NUMBER:






BUILDING NAME:

BACK OF HOUSE


050-07-1



08.20.09 BASE SHEET

LMO

MDH

JNS

SINGLE STORY


EXTERIOR ELEVATIONS

A3.01 1/8" = 1'-0"EAST ELEVATION 1

1/8" = 1'-0"NORTH ELEVATION 2

1/8" = 1'-0"SOUTH ELEVATION 3

1/8" = 1'-0"WEST ELEVATION 4

FIRST FLOOR22' - 6"

ROOF LEVEL35' - 0"

45 26 32

A3.11

SLAB ON GRADE. SEESTRUCTURAL DRAWINGS


1A3.11

LAUNDRY /HOUSEKEEPING

122

STEEL BEAM. SEE STRUCTURALDRAWINGSGREEN ROOF

MEN'S BATHROOM /LOCKERS

116

WOMAN'SBATHROOM /

LOCKERS119

ROOF PER STRUCTURALDRAWINGS

DOMSESTIC PUMPROOM

108

LAUNDRYMANAGER'S

OFFICE109

RIGID INSULATION UNDER DIRT. PITCHED

A4.011

A4.013

A4.012

CISTERN5' - 0"

FIRST FLOOR22' - 6"

ROOF LEVEL35' - 0"

E H JB F

3A3.11

4A3.11


315K GAL.001

CONCRETE FOUNDATION. SEESTRUCTURAL DRAWINGS

SLAB ON GRADE. SEESTRUCTURAL DRAWINGS


ADMIN.107OFFICE104

MDF112

WOMAN'SBATHROOM /

LOCKERS119

BREAK ROOM121

GREEN ROOF

COLUMN. SEE STRUCTURALDRAWINGS

STEEL BEAM. SEE STRUCTURALDRAWINGS


CISTERN5' - 0"

FIRST FLOOR22' - 6"

ROOF LEVEL35' - 0"

4 51 32

A3.11


315K GAL.001

STORAGE101

COLUMN. SEE STRUCTURALDRAWINGS

STEEL BEAM. SEE STRUCTURALDRAWINGS


1A3.11

OFFICE105

ADMIN.107

GREEN ROOF


CONCRETE WALL CAP (TYP.)A4.01

3SIM

1. PAINT FINISH ON ALL EXPOSED WOOD & STRUCTURAL STEEL, REFER TO ARCHITECT FOR COLORS AND SPECS.

NOTES

CISTERN5' - 0"

FIRST FLOOR22' - 6"

ROOF LEVEL35' - 0"

EJ BF3

A3.114

A3.11


BOILER ROOM123


315K GAL.001

STORAGE101

DOMSESTIC PUMPROOM

108LAUNDRY /

HOUSEKEEPING122

DRYERS

CONCRETE FOUNDATION. SEESTRUCTURAL DRAWINGS

ROOF PER STRUCTURALDRAWINGS

PARAPET WALL

CONCRETE DECK PERSTRUCTURAL DRAWINGS

ALUM. RAIL

SLAB ON GRADE. SEE CIVIL DRAWINGS

A4.111

SIM

ROBERTS466 - A

THERESA S.

G

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GRI NI L

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RE

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STED AR

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ECT

HI

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CONSULTANT:

DRAWN BY:

REVIEWED BY:

PROJECT MGR:

SEAL:

OWNER:

SHEET TITLE:


PROJECT ID:

PROJECT:

SHEET NUMBER:






BUILDING NAME:

BACK OF HOUSE


050-07-1



08.20.09 BASE SHEET

LMO

MDH

JNS

SINGLE STORY


BUILDING SECTIONS

A3.11

1/8" = 1'-0"SECTION 3

1/8" = 1'-0"SECTION 2

1/8" = 1'-0"SECTION 4

1/8" = 1'-0"SECTION 1

ROOFING SYSTEMS

FiberTite

CORNER - APPLICATION RATE

FIELD - APPLICATION RATE

PERIMETERS - APPLICATION RATE

"FTR AD06""FTR MA06"

"FTR GS06"

ALL PREVIOUS 03-01-07DRAWING NUMBERISSUE DATEREVISES DETAIL

APPLICABLE SYSTEMS:

GENERAL REFERENCE:FTR-601 INSULATION ADHESIVE APPLICATION

FTR-D601

4'

BEAD OF FTR-601 INSULATION

4'

4 X 4 INSULATION BOARD

4

'

4'

4

'

6

"

3

S

P

A

C

E

S

A

T

1

2

"

O

.

C

.

6

"

1

6

S

P

A

C

E

S

A

T

3

"

O

.

C

.

8

S

P

A

C

E

S

A

T

6

"

O

.

C

.

4

'



ADHESIVE

ADHESIVEBEAD OF FTR-601 INSULATION

ROOFING SYSTEMS

FiberTite"FTR AD06"

"FTR GS06"


APPLICABLE SYSTEMS:

GENERAL REFERENCE:

FTR-DAS1

COMPOSITE ROOF SYSTEM CROSS SECTION

HOT AIR WELD

(ADHERED PER SPECIFICATION)

OF INSULATION FROM BOTTOM LAYER TO PREVENTA STAGGERED PROFILE. STAGGER AND OFFSET TOP LAYERBOTTOM LAYER OF INSULATION SHALL BE LAID DOWN IN

ALIGNED EDGES.

NOTE:

(ADHERED IN TYPE III HOT ASPHALT)INSULATION PER SPECIFICATION

CONCRETE DECK, PRIME WITH

FTR OR FTR-FB MEMBRANE

ASPHALT PRIMER (AS SPECIFIED)

GYPSUM COVER BOARD "OPTIONAL"(ADHERED IN TYPE III HOT ASPHALT)

(ADHERED INSULATION IN ASPHALT)

ROOFING SYSTEMS

FiberTite"FTR AD06"

"FTR GS06"


APPLICABLE SYSTEMS:

GENERAL REFERENCE:

FTR-DAS2

HOT AIR WELD



ALIGNED EDGES.

NOTE:

(ADHERED IN FTR-601 ADHESIVE)INSULATION PER SPECIFICATION




GYPSUM COVER BOARD "OPTIONAL"(ADHERED IN FTR-601 ADHESIVE)

COMPOSITE ROOF SYSTEM CROSS SECTION(ADHERED INSULATION IN FTR-601 ADHESIVE)

ROOFING SYSTEMS

FiberTite"FTR AD06"

"FTR GS06"


APPLICABLE SYSTEMS:

GENERAL REFERENCE:

FTR-DAS3


HOT AIR WELD


ALIGNED EDGES.

NOTE:

(ADHERED IN TYPE III HOT ASPHALT)INSULATION PER SPECIFICATION


FTR-FB MEMBRANE


GYPSUM COVER BOARD "OPTIONAL"(ADHERED IN TYPE III HOT ASPHALT)

(ADHERED MEMBRANE & INSULATION IN ASPHALT)

(ADHERED IN TYPE III HOT ASPHALT)

ROOFING SYSTEMS

FiberTite"FTR AD06"

"FTR GS06"


APPLICABLE SYSTEMS:

GENERAL REFERENCE:

FTR-DAS4


HOT AIR WELD



ALIGNED EDGES.

NOTE:

INSULATION PER SPECIFICATION

STEEL DECK


GYPSUM COVER BOARD "OPTIONAL"(MECHANICALLY FASTEN PER SPECIFICATION)

(MECHANICALLY FASTENED INSULATION)

"OPTIONAL" AIR BARRIER OR VAPOR RETARDER(PER SPECIFICATION)

ROOFING SYSTEMS

FiberTite"FTR BA06"

"FTR GS06"


APPLICABLE SYSTEMS:

GENERAL REFERENCE:

FTR-DBS1

HOT AIR WELD

(LOOSE LAID)


ALIGNED EDGES.

NOTE:

(LOOSE LAID)INSULATION PER SPECIFICATION

CONCRETE DECK

FTR MEMBRANE

GYPSUM COVER BOARD "OPTIONAL"(LOOSE LAID)

COMPOSITE ROOF SYSTEM CROSS SECTION(BALLASTED SYSTEM)

BALLAST PER SPECIFICATION

ROOFING SYSTEMS

FiberTite"FTR BA06""FTR AD06""FTR MA06"

"FTR GS06"


APPLICABLE SYSTEMS:

GENERAL REFERENCE:

FTR MEMBRANE FLASHING

FTR #201 OR #190 ADHESIVE

APPROVED FASTENER

FIBERCLAD METAL SCUPPER

GALVANIZED ANNULARRING SHANK NAIL (3" O.C.)

FTR MEMBRANE FLASHING STRIP


FTR #101 SEALANT

FTR #101 SEALANT

WOOD BLOCKINGATTACHED @ 250 LBF/FT

INSULATION ATTACHED PERSPECIFICATION REQUIREMENTS

HOT AIR WELD (TYPICAL)

FTR MEMBRANE FLASHING STRIPHOT AIR WELD (TYPICAL)

FTR-DD2

TYPICAL SCUPPER FLASHING

(TOOLED)

(TOOLED)

ROOFING SYSTEMS

FiberTite"FTR MA06"

"FTR GS06"


APPLICABLE SYSTEMS:

GENERAL REFERENCE:

4'

8

'

4

'

MECHANICALLY ATTACHED FIBERTITE SYSTEM

PRELIMINARY INSULATION ATTACHMENT

12" 12"

12" 12"24"

1

2

"

1

2

"

2

4

"

6" 24" 6"

6

"

6

"

4

'

4

'

FOR 1-90

FTR-DI1 ROOFING SYSTEMS

FiberTite"FTR AD06"

"FTR GS06"


APPLICABLE SYSTEMS:

GENERAL REFERENCE:

FTR-DI2

FULLY ADHERED SYSTEMMECHANICALLY ATTACHED INSULATION.

INSULATION 2.0" THICKNESS OR GREATER

%%UFIELD PATTERN 1-75 OR 1-90

4' X 8' = 8 PER BOARD4' X 4' = 4 PER BOARD

%%UPERIMETER PATTERN 1-75 ONLY


4

'

8

'

24" 12"12"

4'

1

2

"

2

4

"

2

4

"

2

4

"

1

2

"

1

2

"

2

4

"

2

4

"

2

4

"

1

2

"

8

'

4'

12" 12"12"12"

12" 12" 12"12"

4'4'

12" 12"24"

2

4

"

1

2

"

1

2

"

1

2

"

1

2

"

2

4

"

4

'

ROOFING SYSTEMS

FiberTiteDRAWING NUMBERISSUE DATEREVISES DETAIL

APPLICABLE SYSTEMS:

GENERAL REFERENCE:



"FTR AD06"

"FTR GS06"

ALL PREVIOUS 03-01-07 FTR-DI3

FULLY ADHERED SYSTEMMECHANICALLY ATTACHED INSULATION.

INSULATION LESS THAN 1.5" THICKNESS

4'

12"

8

'

1

2

"

2

4

"

2

4

"

2

4

"

1

2

"

6" 12" 12" 6"

12" 12" 12"12"

4'

6"6"

4'12" 12" 12" 12"

1

2

"

1

2

"

1

2

"

1

2

"

4

'

6

"

6

"

6

"

6

"

6

"

1

2

"

1

2

"

1

2

"

1

2

"

1

2

"

1

2

"

1

2

"

1

2

"

1

2

"

6

"

1

2

"

4'

6" 18" 6"18"

%%UFIELD PATTERN 1-75 OR 1-90 %%UPERIMETER PATTERN 1-75 ONLY

8

'

4

'

ROOFING SYSTEMS

FiberTiteGENERAL REFERENCE:

APPLICABLE SYSTEMS:

REVISES DETAIL ISSUE DATE DRAWING NUMBER

03-01-07ALL PREVIOUS

"FTR GS06"

"FTR AD06"



%%UPERIMETER PATTERN 1-75 ONLY%%UFIELD PATTERN 1-75 OR 1-90

12" 6"12"6"

4'

1

8

"

6

"

1

8

"

2

4

"

1

2

"

6

"

6

"

6

"

4

'

1

2

"

2

4

"

1

2

"

24"4'

6" 6"

4'

12" 12"12"12"

6"18"18"6"

1

2

"

2

4

"

2

4

"

2

4

"

1

2

"

8

'

4'

INSULATION THICKNESS 1.5" TO 1.9"MECHANICALLY ATTACHED INSULATION.

FULLY ADHERED SYSTEM

FTR-DI4

2

4

"

2

4

"

2

4

"

2

4

"

12"

2

4

"

2

4

"

1

2

"

8

'

4

'

ROOFING SYSTEMS

FiberTite"FTR MA06"

"FTR GS06"


APPLICABLE SYSTEMS:

GENERAL REFERENCE:3/8" EXTRUDED POLYSTYRENE

PRELIMINARY ATTACHMENT

"CUT FOLD" RECOVERY BOARD

FTR-DI5

NOTE; STAGGER "CUT-FOLD' ALIGNMENT SO

"CUT-FOLD" UP"CUT-FOLD" DOWN

IDENTICAL CUTS DO NOT LINE UP

4

'

T

Y

P

.

2' TYP.

6"

6

"

6

"

ROOFING SYSTEMS


GENERAL REFERENCE:

APPLICABLE SYSTEMS:

FTR-DLAP2

"FTR GS06"

"FTR MA06"

ALL PREVIOUS 03-01-07

FTR MAGNUM PLATES & FASTENERS LAP / PLACEMENT

5" LAP

2

-

1

/

2

"

1-1/2"

3/4"

1-1/2"

5" WELD / LAP LINE

INCREMENTAL MARKING 6" O.C.

UNDERLYING (BOTTOM)MEMBRANE EDGE

S

E

A

M

A

N

C

O

R

P

.

,

F

I

B

E

R

T

I

T

E

/

S

E

A

M

A

N

C

O

R

P

.

,

F

I

B

C

O

R

P

.

,

F

I

B

E

R

T

I

T

E

/

S

E

A

M

A

N

C

O

R

P

.

,

F

I

B

E

R

T

I

T

E

S

E

A

M

A

N

C

O

R

P

.

C

O

R

P

.

,

F

I

B

E

R

T

I

T

E

ROOFING SYSTEMS


GENERAL REFERENCE:

APPLICABLE SYSTEMS:

FTR-DLAP3

"FTR GS06"

"FTR MA06"


FTR MAGNUM PLATES & FASTENERS LAP / PLACEMENT

5" LAP

2

-

3

/

8

"

1-1/2"

5/16"

5" WELD / LAP LINE

INCREMENTAL MARKING 6" O.C.

UNDERLYING (BOTTOM)MEMBRANE EDGE

S

E

A

M

A

N

C

O

R

P

.

,

F

I

B

E

R

T

I

T

E

/

S

E

A

M

A

N

C

O

R

P

.

,

F

I

B

C

O

R

P

.

,

F

I

B

E

R

T

I

T

E

/

S

E

A

M

A

N

C

O

R

P

.

,

F

I

B

E

R

T

I

T

E

S

E

A

M

A

N

C

O

R

P

.

C

O

R

P

.

,

F

I

B

E

R

T

I

T

E

ROOFING SYSTEMS


APPLICABLE SYSTEMS:

GENERAL REFERENCE:

03-01-07

"FTR GS06"

ALL PREVIOUS FTR-DLAP"FTR MA06"

FTR MAGNUM PLATES & FASTENERS LAP STYLE AND POSITION

FIELD WELD

FIELDWELD

FACTORY WELD

%%uLAP STYLE "A" OPEN

%%uLAP STYLE "B" OPEN

%%uLAP STYLE "C" CLOSED

%%uLAP STYLE "D" CLOSED

FACTORY WELD

1-1/2" (4 cm)

5"(13 cm)

1-1/2"(4 cm)

3"(8 cm)

1-1/2"(4 cm)

(5 cm)2"

(13 cm)5"

(4 cm)1-1/2"

(4 cm)1-1/2"

FIELD WELD

1-1/2"(4 cm)

(15 cm)6"

6"(15 cm)

FIELD WELD

1-1/2"(4 cm)(4 cm)

1-1/2"

(8 cm)3"

ROOFING SYSTEMS


"FTR GS06"


APPLICABLE SYSTEMS:

GENERAL REFERENCE:

5

0

'

28"

24"

4

8

"

6

"

6"

FTR-DM1

6" X 6" FTR MEMBRANE WELDED TO BACK OF PROTECTION PAD, ANDTO FTR FIELD MEMBRANE

(Typical 4 Corners)

HOT AIR WELD (Typical)

FTR PROTECTION PAD & WALK WAY MATERIALS

30"

GRAY PROTECTION PAD2 FT. X 4 FT. X 1/4 IN. PVC

OSHA YELLOW W/ DIAMONDTUFF TRAC PROTECTION PAD28 IN. X 50 FT. X 90-MIL

KEE WALK WAY PAD30 IN. X 50 FT. X 5/32 IN

MELLOW YELLOW W/ DEEPHERRING BONE TREAD PATTERN

PLATE TREAD PATTERN

HOT AIR WELD (Typical)

ROOFING SYSTEMS

FiberTite"FTR AD06"

"FTR GS06"


APPLICABLE SYSTEMS:

GENERAL REFERENCE:GENERAL BASE SHEET ATTACHMENT

NOTE: DIMENSION "A" EQUALS 10% OF ROOF WIDTH OR 40% OF BUILDING HEIGHT; WHICH EVER IS LESS, WITH A MINIMUM OF 4 FT.

FTR-DM2

TWO INTERMEDIATE ROWSAPPROX. 11 INCHES APARTFASTENERS 7 INCHES ON CENTER

0

.

2

"A"PERIMETER

ZONE

"

A

"

ALTERNATE / APPROVEDFASTENERS AT 7" O.C.

FTR 1.75 BASE SHEET FASTENERSAT 7" O.C. (TYPICAL)

TWO INTERMEDIATE ROWS OF ALTERNATE(ENHANCED PULL OUT) FASTENERSAPPROX. 11 INCHES APARTFASTENERS 7 INCHES ON CENTER

6 INCHES ON CENTER(ENHANCED PULL-OUT) FASTENERS ATTHREE INTERMEDIATE ROWS OF ALTERNATE

ROOFING SYSTEMS


"FTR GS06"


APPLICABLE SYSTEMS:

GENERAL REFERENCE:LIGHTNING PROTECTION

FTR-DM3

LIGHTNING ROD BASE, SET INDOW 799 SILICONE

2" X 6" MEMBRANE STRIP, HEATWELDED TO FIELD MEMBRANE 4"ON EITHER SIDE OF BASE. INSTALLADDITIONAL MEMBRANE STRIPS AT48" O.C. TO NEXT TERMINAL.

ROOFING SYSTEMS

FiberTite"FTR MA06"

"FTR GS06"


APPLICABLE SYSTEMS:

GENERAL REFERENCE:

FTR-DMFS1


HOT AIR WELD

(MECHANICALLY ATTACHED PER SPECIFICATION)


ALIGNED EDGES.

NOTE:

INSULATION PER SPECIFICATION


GYPSUM COVER BOARD "OPTIONAL"(MECHANICALLY FASTEN PER SPECIFICATION)

(MECHANICALLY FASTENED SYSTEM)

FTR FASTENER(S) &STRESS PLATE(S)(PER SPECIFICATION)

STEEL DECK

"OPTIONAL" AIR BARRIER OR VAPOR RETARDER(PER SPECIFICATION)

ROOFING SYSTEMS


"FTR GS06"

ALL PREVIOUS 03-01-07REVISES DETAIL ISSUE DATE DRAWING NUMBER

APPLICABLE SYSTEMS:

GENERAL REFERENCE:

FTR-DP3

PRE-MOLDED PIPE FLASHING

FTR #101 SEALANT

STAINLESS STEELWORM GEAR CLAMP

FTR "PRE-MOLDED" FLASHING

HOT AIR WELD


FTR FASTENER& STRESS PLATE(MIN. 4 FASTENERS)


PIPE PENETRATION

ROOFING SYSTEMS


"FTR GS06"


APPLICABLE SYSTEMS:

GENERAL REFERENCE:PRE-MOLDED PIPE FLASHING

FTR-DP3i



HOT AIR WELD

FTR #101 SEALANT

WORM GEAR CLAMPSTAINLESS STEEL

PIPE PENETRATION

SPECIFICATION REQUIREMENTSINSULATION ATTACHED PER

(MIN. 4 FASTENERS)& STRESS PLATEFTR FASTENER

ROOFING SYSTEMS


"FTR GS06"


APPLICABLE SYSTEMS:

GENERAL REFERENCE:

PIPE PENETRATION




FTR #101 SEALANT

8" MIN.FTR FASTENER& STRESS PLATE(MIN. 4 FASTENERS)

HOT AIR WELD

NON-REINFORCED FTR FIELDFORMED FLASHING MEMBRANE



HOT AIR WELD

FIELD FABRICATED PIPE FLASHING

FTR-DP4 ROOFING SYSTEMS


"FTR GS06"


APPLICABLE SYSTEMS:

GENERAL REFERENCE:FIELD FABRICATED PIPE FLASHING

FTR-DP4i

8" MIN.

FTR FASTENER& STRESS PLATE(MIN. 4 FASTENERS)


HOT AIR WELD

FTR #201 OR #190 ADHESIVEADHERE FLASHING TO PIPE WITH

FTR #101 SEALANT



PIPE PENETRATION


ROOFING SYSTEMS

FiberTite SEE FTR SPECIFICATION(S) FOR CONDITIONS ON USEFTR-DP5

PITCH PAN FLASHINGGENERAL REFERENCE:

APPLICABLE SYSTEMS:


03-01-07ALL PREVIOUS

"FTR GS06"

"FTR MA06""FTR AD06""FTR BA06"


FTR MEMBRANE FLASHINGSTRIP, HEAT WELDED

PAN AND PENETRATION)(PRIME INTERIOR SIDE OF PITCHRING SHANK NAILS AT 3" O.C.FASTEN WITH GALVANIZED ANNULARFIBERCLAD METAL PITCH PAN,

FTR-SELF LEVELING1-PART URETHANE

PENETRATION (CLEANED AND PRIMED)



FILL VOIDS W/COMPRESSIBLE FILLERAND INSULATION AS REQUIRED

NON-SHRINK GROUT

BOND-BREAKER

4" MIN.

2"

WITH HEAT WELDED FLASHING STRIP.STRIP IN CORNER SEAM OF PITCH PANNOTE:

FTR NON-REINFORCED ATCORNERS, HEAT WELDED

ROOFING SYSTEMS


"FTR GS06"


PITCH PAN FLASHING

FTR-DP5i

SEE FTR SPECIFICATION(S) FOR CONDITIONS ON USE

DRAWING NUMBERISSUE DATEREVISES DETAIL

APPLICABLE SYSTEMS:

GENERAL REFERENCE:


PENETRATION (CLEANED AND PRIMED)

BOND-BREAKER

NON-SHRINK GROUT

FIBERCLAD METAL PITCH PAN,

4

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"

AND INSULATION AS REQUIREDFILL VOIDS W/COMPRESSIBLE FILLER

ATTACHED @ 250 LBF/FTWOOD BLOCKING

FASTEN WITH GALVANIZED ANNULARRING SHANK NAILS AT 3" O.C.(PRIME INTERIOR SIDE OF PITCHPAN AND PENETRATION)

1-PART URETHANEFTR-SELF LEVELING

STRIP, HEAT WELDED FTR MEMBRANE FLASHING


NOTE:STRIP IN CORNER SEAM OF PITCH PANWITH HEAT WELDED FLASHING STRIP.

CORNERS, HEAT WELDEDFTR NON-REINFORCED AT

ROOFING SYSTEMS


"FTR GS06"


APPLICABLE SYSTEMS:

GENERAL REFERENCE:


STEEL "SCREW-ON"CAP FOR MOUNTINGCROSS MEMBERS

TUBULAR STANCHIONWITH WELDED BASEAND THREADED TOP

WOOD BLOCKINGATTACHED TOSUBSTRATE

FTR or FTR-FB MEMBRANE

FTR #101 SEALANT

ROOF TOP STANCHION

FTR-DP6


HOT AIR WELD


ROOFING SYSTEMS


"FTR GS06"


APPLICABLE SYSTEMS:

GENERAL REFERENCE:




FTR #101 SEALANT

8" MIN.FTR FASTENER& STRESS PLATE(MIN. 4 FASTENERS)

HOT AIR WELD




HOT AIR WELD

FTR-DP7

HEATED STACK FLASHING WITH METAL COLLAR

METAL SLEEVEMECHANICALLY ATTACHEDTO STRUCTURAL SUBSTRATE METAL RAIN COLLAR

HEATED STACK OR PIPE

TEMPERATURE APPROPRIATE SEALANT


1" MIN. GAP

ROOFING SYSTEMS


"FTR GS06"


APPLICABLE SYSTEMS:

GENERAL REFERENCE:

METAL RAIN COLLAR

METAL SLEEVEMECHANICALLY ATTACHEDTO STRUCTURAL SUBSTRATE

FTR #101 SEALANT


FTR-DP7i

HEATED STACK FLASHING WITH METAL COLLAR

8" MIN.


HEATED STACK OR PIPE

ADHERE FLASHING TO METAL SLEEVEWITH FTR #201 OR #190 ADHESIVE (MIN. 4 FASTENERS)

& STRESS PLATEFTR FASTENER

TEMPERATURE APPROPRIATE SEALANT

HOT AIR WELD


1" MIN. GAP


ROOFING SYSTEMS

FiberTite"FTR BA06""FTR AD06"

"FTR GS06"


APPLICABLE SYSTEMS:

GENERAL REFERENCE:

ALTERNATE BASE RESTRAINTPRE-FORMED PIPE FLASHING

FTR-DP8

PIPE PENETRATION



HOT AIR WELD



FTR #101 SEALANT


ROOFING SYSTEMS


"FTR GS06"


APPLICABLE SYSTEMS:

GENERAL REFERENCE:


PIPE PENETRATION


FTR #101 SEALANT

HOT AIR WELD



ALTERNATE BASE RESTRAINTPRE-FORMED PIPE FLASHING

FTR-DP8i


ROOFING SYSTEMS


"FTR GS06"

ALL PREVIOUS 03-01-07"FTR MA06" REVISES DETAIL ISSUE DATE DRAWING NUMBER

APPLICABLE SYSTEMS:

GENERAL REFERENCE:FIELD FABRICATED I-BEAM FLASHING

FTR-DP9i

(FULLY ADHERED)FTR FLASHING

BEVELED WOOD BLOCKINGCOMPLETELY COVERED WITHFTR FLASHING

CLEAN AND PRIMED SURFACE

STEEL I-BEAM

8" MINIMUM

HEAT WELD FLASHING TO BLOCKCOVERING MEMBRANE

HOT AIR WELDPREMOLDED CORNER,


FTR #101 SEALANT TO

ROOFING SYSTEMS


"FTR GS06"


APPLICABLE SYSTEMS:

GENERAL REFERENCE:FIELD FABRICATED SQUARE TUBE FLASHING

FTR-DP10i



STEEL SQUARE TUBE

8" MINIMUM



FTR #101 SEALANT TO

FTR #101 SEALANT AT TOP OFAPPLY CONVEX TOOLED BEAD OF

METAL RAIN HOOD

CLEAN AND PRIME PENETRATION,

METAL RAIN HOOD

ROOFING SYSTEMS


"FTR GS06"


APPLICABLE SYSTEMS:

GENERAL REFERENCE:FIELD FABRICATED ANGLE IRON FLASHING

FTR-DP11i

STEEL ANGLE IRON


BEVELED WOOD BLOCKINGCOMPLETELY COVERED WITHFTR FLASHING


8" MINIMUM

HEAT WELD FLASHING TO BLOCKCOVERING MEMBRANE



FTR #101 SEALANT TO

ROOFING SYSTEMS


"FTR GS06"


APPLICABLE SYSTEMS:

GENERAL REFERENCE:

FTR #201 ADHESIVE ORCOMPATIBLE SEALANT WITHREINFORCING MESH

FTR MEMBRANEFLASHING STRIP

FTR #201 ADHESIVE

COMPATIBLE MEMBRANESEALED TO EXISTING

WOOD BLOCKING

APPROVED FASTENER18" o.c. MAXIMUM

HOT AIR WELD

EXISTING ROOF SYSTEM

FTR FIELD MEMBRANESEALED TO DECKINGIN FTR #201 MASTIC

MULTI-LAYERS OFFTR #201 ADHESIVE ORCOMPATIBLE SEALANT

INSULATION ATTACHEDPER SPECIFICATIONS

FTR-DT3

TEMPORARY (1 to 2 YEARS)"TIE IN" TO EXISTING ROOF SYSTEM

ROOFING SYSTEMS


"FTR GS06"

ALL PREVIOUS 03-01-07 FTR-DT4

TEMPORARY "Over Night Seal" TO EXISTING ROOF SYSTEM


APPLICABLE SYSTEMS:

GENERAL REFERENCE:

FTR #201 ADHESIVE ORCOMPATIBLE SEALANT WITHREINFORCING MESH

FTR MEMBRANEFLASHING STRIP

FTR FASTENER & S.P.18" O.C. MAXIMUM

HOT AIR WELD

EXISTING ROOF SYSTEM

INSULATION ATTACHEDPER SPECIFICATIONS


ROOFING SYSTEMS

FiberTite"FTR MA06"

"FTR GS06"


APPLICABLE SYSTEMS:

GENERAL REFERENCE: CLASS 1-75 OR LESS

FGL-75

GENERAL PERIMETER & CORNER LAYOUT

MAGNUM PLATE& FASTENERAS SPECIFIED

6"(15 cm)

1-1/2"(4 cm)(4 cm)

1-1/2"

FIELD WELDFIELD WELD AS SPECIFIED

& FASTENERMAGNUM PLATE

FIELD WELD(4 cm)1-1/2"

5"(13 cm)

IS LESS, WITH A MINIMUM OF 4 FT. (1.2 M) OR 40% OF BUILDING HEIGHT; WHICH EVERNOTE: DIMENSION "A" EQUALS 10% OF ROOF WIDTH

ROOF PERIMETER

STRIP INEXTEND FASTENER ROWS AND

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FULL FIELD SHEETS

FIELD AND PERIMETER FASTENERREFER TO SPECIFICATIONS FOR

SPACING AND SHEET WIDTHS

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DIRECTIONSTEEL DECK

5"(13 cm)

AS SPECIFIED

6" O.C.(15 cm)

ROOFING SYSTEMS

FiberTite"FTR MA06"

"FTR GS06"


APPLICABLE SYSTEMS:

GENERAL REFERENCE: CLASS 1-90 OR GREATER

FGL-90

GENERAL PERIMETER & CORNER LAYOUT

6"(15 cm)

1-1/2"(4 cm)(4 cm)

1-1/2"

FIELD WELDFIELD WELD

DIRECTIONSTEEL DECK

6" O.C.(15 cm)

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5"(13 cm)

5"(13 cm)

IS LESS, WITH A MINIMUM OF 4 FT. (1.2 M) OR 40% OF BUILDING HEIGHT; WHICH EVERNOTE: DIMENSION "A" EQUALS 10% OF ROOF WIDTH

CenteredIn FullSheet

"A"PERIMETER

ZONEQuarterOf FullSheet

CenteredIn FullSheet

MAGNUM PLATE& FASTENERAS SPECIFIED

AS SPECIFIED& FASTENERMAGNUM PLATE

SHEETSAS SPECIFIED

FULL FIELD

FIELD AND PERIMETER FASTENERREFER TO SPECIFICATIONS FOR

SPACING AND SHEET WIDTHS

ROOFING SYSTEMS

FiberTite"FTR AD06"

"FTR GS06"


APPLICABLE SYSTEMS:

GENERAL REFERENCE:

FINS-75

PERIMETER

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CORNERCORNER

PERIMETER CORNERCORNER

FULLY ADHERED FTR OR FTR-FBMEMBRANE OVER MECHANICALLYATTACHED INSULATION.

PERIMETER AND CORNER WIDTH DIMENSIONS ARE DETERMINED BASED ON THE

LESSER PRODUCT DERIVED BY MULTIPLYING THE BUILDING HEIGHT BY .4

(40%) OR THE LESSER BUILDING DIMENSION BY .1 (10%).

FTR APPROVED INSULATION INSTALLED IN THE FIELD OF THE ROOF IS

SECURED IN ACCORDANCE WITH THE APPLICABLE CODE RATING REQUIREMENTS

AND ENHANCED IN THE PERIMETER AND CORNER AREAS OF THE ROOF BY THE

FOLLOWING FACTORS:

PERIMETER - 50% INCREASE OVER THE FIELD SECUREMENT RATE

CORNER - 100% INCREASE OVER THE FIELD SECUREMENT RATE

FIELD

CLASS 1-75 OR LESS M/A INSULATION &MEMBRANE ADHERED; FIELD, PERIMETER & CORNERS

ROOFING SYSTEMS

FiberTite"FTR AD06"

"FTR GS06"


APPLICABLE SYSTEMS:

GENERAL REFERENCE: CLASS 1-90 M/A INSULATION & ADHERED FIELD

FINS-90

MEMBRANE W/ M/A MEMBRANE IN PERIMETER & CORNERS

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FULLY ADHERED FTR OR FTR-FBMEMBRANE OVER MECHANICALLYATTACHED INSULATION PERSPECIFICATION.

FIELD

METAL DECK DIRECTION

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CORNER AREA ISDEFINED AS THEPERIMETER WIDTHSQUARED

ROW SPACING EQUAL TO60% OF THE FM-190MECHANICALLY FASTENEDSYSTEM

ROW SPACING EQUAL TO40% OF THE FM 1-90MECHANICALLY FASTENEDSYSTEM

WITH THE EXCEPTION OF THE TRANSITIONAL BAR DIVIDING THE FULLY ADHERED

AREA FROM THE MECHANICALLY ATTACHED AREA, ALL ATTACHMENT MUST BE

INSTALLED PERPENDICULAR TO THE METAL DECK FLUTE ORIENTATION.

PERIMETER AND CORNER WIDTH DIMENSIONS ARE DETERMINED BASED ON THE LESSER

PRODUCT DERIVED BY MULTIPLYING THE BUILDING HEIGHT BY .4 (40%) OR THE

LESSER BUILDING DIMENSION BY .1 (10%).

SPACING BETWEEN ROWS OF SECUREMENT IS REDUCED BY THE FOLLOWING FACTORS:

PERIMETER - 60% OF THE PANEL WIDTH INSTALLED IN THE FIELD OF THE ROOF,

SINCE NOBODY MANUFACTURES A 60% SHEET, HALF SHEETS ARE TYPICALLY USED.

CORNER - 40% OF THE PANEL WIDTH INSTALLED IN THE FIELD OF THE ROOF.

TRANSITION BARFASTENED AT 12" O.C.TYPICAL

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CONSULTANT:

DRAWN BY:

REVIEWED BY:

PROJECT MGR:

SEAL:

OWNER:

SHEET TITLE:


PROJECT ID:

PROJECT:

SHEET NUMBER:






BUILDING NAME:

BACK OF HOUSE


050-07-1



08.20.09 BASE SHEET

LMO

MDH

JNS

SINGLE STORY


ROOF DETAILS

A4.12

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ROOFING SYSTEMS


"FTR GS06"


TYPICAL "MEMBRANE" WALL FLASHINGHORIZONTAL BLOCKING W/ SAWCUT REGLET

FTR-DW1DRAWING NUMBERISSUE DATEREVISES DETAIL

APPLICABLE SYSTEMS:

GENERAL REFERENCE:

FTR #101 SEALANT (TOOLED)

FTR ALUMINUM TERMINATION BAR,FASTEN WITH APPROVED FASTENER

METAL COUNTER FLASHING


FTR FLASHING

GALVANIZED ANNULARRING SHANK NAIL (6" O.C.)


HOT AIR WELD



PRECUT OR SAW-CUT REGLET


ROOFING SYSTEMS

FiberTite"FTR AD06"

"FTR GS06"


APPLICABLE SYSTEMS:

GENERAL REFERENCE: WALL FLASHING (BLOCKING ALTERNATE)T-BAR BASE RESTRAINT

FTR ALUMINUM TERM. / RESTRAINT BARATTACHED W/ APPROVED FASTENERSAT 8" O.C.

HOT AIR WELD


INSULATION ATTACHED orADHERED PER SPECIFICATION

FTR-DW1a






FTR FLASHING


ROOFING SYSTEMS


"FTR GS06"


APPLICABLE SYSTEMS:

GENERAL REFERENCE: TYPICAL "CLAD" METAL WALL FLASHINGHORIZONTAL BLOCKING W/ SAWCUT REGLET

FTR-DW2

EPDM WASHERED FASTENER AT 8"o.c.

BUTYL SEALING TAPE

FIBERCLAD METAL FLASHING

WOOD BLOCKINGATTACHED @ 250 lbf/ft

GALVANIZED ANNULAR RINGSHANK NAIL AT 6" O.C.








ROOFING SYSTEMS


"FTR GS06"


APPLICABLE SYSTEMS:

GENERAL REFERENCE:

TYPICAL "CLAD" METAL WALL FLASHING

FTR-DW2i

FIBERCLAD METAL FLASHING

5" WIDE FTR FLASHING STRIP,HOT-AIR WELDED IN PLACE2" WIDE ALUMINUM TAPE

GAP AT BUTT JOINT PER SPECIFICATIONS

OVER JOINT

NAIL AT 6" O.C.STAGGERED

TERMINATION PER APPLICABLEDETAIL

2"

FASTEN ENDS OF EACH SHEET TOSUBSTRATE AT 6" O.C.

WOOD BLOCKINGATTACHED @ 250 lbf/ft



FTR MEMBRANE

ROOFING SYSTEMS


"FTR GS06"


APPLICABLE SYSTEMS:

GENERAL REFERENCE: WALL FLASHINGALTERNATE "BASE" SECUREMENT

FTR-DW3



FTR 1/8" X 1" ALUMINUM BARATTACHED @ 8"O.C.

HOT AIR WELD






HOT AIR WELD



ROOFING SYSTEMS


"FTR GS06"


APPLICABLE SYSTEMS:

GENERAL REFERENCE:

FTR-DW4

ALTERNATE TERMINATION'SWALL FLASHING

EXISTING METAL COUNTER FLASHING

EPDM WASHERED FASTENER AT 12" O.C.





EPDM WASHERED FASTENER AT 12" O.C.

AT 8" O.C.






ROOFING SYSTEMS


"FTR GS06"


APPLICABLE SYSTEMS:

GENERAL REFERENCE:

FTR-DW5

WALL FLASHINGWITH METAL CAP FLASHING

METAL COPING CAP

EPDM WASHERED FASTENERAT 12" O.C.


FTR #201 OR #190ADHESIVE




HOT AIR WELD



CONTINUOUS GALVANIZED METAL CLEAT

RING SHANK NAILS AT 3" O.C.FASTEN WITH GALVANIZED ANNULAR

BUTYL SEALING TAPE

ROOFING SYSTEMS

FiberTite

FM Approved / Miami Dade Approved

"FTR BA06""FTR AD06""FTR MA06"

"FTR GS06"


APPLICABLE SYSTEMS:

GENERAL REFERENCE:

FTR-DW5a

FIBERTITE PREMANUFACTURED COPING SYSTEM(TAPERED AND NON-TAPERED)


FTR #201 OR #190ADHESIVE

FTR MEMBRANE FLASHINGBUTYL SEALING TAPE

COPING COVER(12'-0" LENGTHS)

4'-0" O.C.LOCATE ANCHOR CLIPSGALV. ANCHOR CLIPS.12" WIDE 20 GA

8" WIDE CONCEALEDSPLICE PLATE AT

INSIDE FACE2-1/4"

MIN./6" MAX.

3/8" SPACEPROVIDED FOR WALLVARIATIONS

#9 X 1-1/2" STAINLESSSTEEL FASTENERS(PROVIDED BY FIBERTITE)

EACH JOINT

#9 X 1-1/2" STAINLESSSTEEL FASTENERS(PROVIDED BY FIBERTITE)

OUTSIDE FACE3" MIN./6" MAX.

INSIDE FACE2-1/4"

MIN./6" MAX.

3/8" SPACEPROVIDED FOR WALLVARIATIONS

OUTSIDE FACE3" MIN./6" MAX.

INSTALL PRE-MANUFACTURED COPINGSYSTEM PER SPECIFICATIONS ANDFIBERTITE'S INSTALLATIONREQUIREMENTS

NOTE:

OR

TAPERED COPING

VERIFY

FLAT COPING

VERIFY

6" MIN./12" MAX.

ROOFING SYSTEMS

FiberTite

%%UFIBERTITE AT FASCIA SYSTEM (STANDARD FASCIA)

%%UFIBERCLAD METAL

"FTR BA06""FTR AD06""FTR MA06"

"FTR GS06"


APPLICABLE SYSTEMS:

GENERAL REFERENCE:

FTR-DW6

ALTERNATE COPING / FLASHING


FTR FLASHING MEMBRANE

ATTACHED @ 250 LBF/FTWOOD BLOCKING

BUTYL SEALING TAPE


FTR FLASHING MEMBRANE


FTR MEMBRANE FLASHING STRIP,HOT AIR WELD

FASTEN WITH GALVANIZED ANNULARRING SHANK NAILS AT 3" O.C.

CONTINUOUS GALVANIZED METAL CLEAT


FIBERCLAD METAL

FTR #101 SEALANT

STEEL FASTENERS AT 12" O.C.#9 X 2" (50.8 mm) STAINLESS

(PROVIDED BY FIBERTITE)

BUTYL SEALING TAPE

INSTALL PRE-MANUFACTURED EDGESYSTEM PER SPECIFICATIONS ANDFIBERTITE'S INSTALLATIONREQUIREMENTS

NOTE:

EXTRUDED ANCHOR BAR

FASCIA COVER(12'-0" LENGTHS)

ROOFING SYSTEMS


"FTR GS06"


APPLICABLE SYSTEMS:

GENERAL REFERENCE:

FTR-DW7

WALL FLASHING / INTERMEDIATE ATTACHMENT"WALLS OVER 40 INCHES w/ #201 ADHESIVE"

FTR #201 ADHESIVE

FTR #201 ADHESIVE

BUTYL SEALING TAPE




FTR MEMBRANE FLASHING STRIP

FTR 1/8" X 1" ALUMINUM BAR ATTACHED 8" O.C.

HOT AIR WELD

FTR FASTENER & S/P AT 18" O.C.

FTR FASTENER & S/P AT 18" O.C.

HOT AIR WELD

FTR FASTENER 18" O.C.

4" FIBERCLAD METAL STRIP

FTR #201 ADHESIVE

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CONSULTANT:

DRAWN BY:

REVIEWED BY:

PROJECT MGR:

SEAL:

OWNER:

SHEET TITLE:


PROJECT ID:

PROJECT:

SHEET NUMBER:






BUILDING NAME:

BACK OF HOUSE


050-07-1



08.20.09 BASE SHEET

LMO

MDH

JNS

SINGLE STORY


ROOF DETAILS

A4.13

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HARDWARE SETSSET 1A - SINGLE DOOR- SAFLOK INSYNC L "UNIT" LOCK W/CONTINENTAL LEVER (SATIN CHROME)& VON DUPRIN 99 SERIES PANIC RIM- SURFACE CLOSER

SET 1B - DOUBLE DOOR- SET 1A (W/ 1609 STRIKE)- VON DUPRIN 99 SERIES PANIC WITHVERTICAL ROD @ INACTIVE LEAF(NO HDWR @ EXT OF INACTIVE LEAF)- SURFACE CLOSER (x2)

SET 2A - SINGLE DOOR-VON DUPRIN 99 SERIES PANIC RIM W/THUMBPEICE (NO CYLINDER)- SURFACE CLOSER

SET 2B - DOUBLE DOOR- SET 2A (W/ 1609 STRIKE)- VON DUPRIN 99 SERIES PANIC WITHVERTICAL ROD @ INACTIVE LEAF(NO HDWR @ EXT OF INACTIVE LEAF)- SURFACE CLOSER (x2)

SET 3A - SINGLE DOOR- PASSAGE LEVER: SCHLAGE AL70PD W/NEPTUNE HANDLE- SAFLOK DEADBOLT

SET 3B - DOUBLE DOOR- SET 3A W/ SURFACE BOLTS TOP &BOTTOM @ INACTIVE LEAF

SET 4A - SINGLE DOOR- PASSAGE LEVER: SCHLAGE AL70PD W/NEPTUNE HANDLE

SET 4B - DOUBLE DOOR- SET 4A W/ SURFACE BOLTS TOP &BOTTOM @ INACTIVE LEAF

SET 5A - SINGLE DOOR- PRIVACY LEVER: SCHLAGE AL40S W/NEPTUNE HANDLE

SET 6A - SINGLE DOOR- PUSH PLATE AND PULL HANDLE- ADJUSTABLE SPEED CLOSER

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I

C

/

R

F

I

D

P

U

L

L

1. ALL EXTERIOR DOORS SHALL BEHURRICANE RATED & INSULATED(HONEYCOMB CORE) W/ WEATHER TIGHTSEAL, UON

2. ALL HDWR SHALL BE COMMERCIALGRADE

3. PROVIDE (3) BALL BEARING STAINLESSSTEEL HINGES PER DOOR UON

4. ALL DOORS TO RECEIVE SILENCERS ANDALL DOUBLE TO RECEIVE ASTRAGALS UON

5. ALL HDWR FINISH TO BE 626 / SATINNICKEL OR SIMILAR UON

6. DOOR STOPS:WB = IVES WS402CVXFSW/H = IVES FS446

SURFACE CLOSER:LCN 1371

DOOR NOTES

A B C D FE

8

'

-

0

"

A

.

F

.

F

.

3'-0" 3'-0"

6" 6"

5

'

-

0

"

2

'

-

0

"

1

'

-

0

"

3'-0" 3'-0"

6'-0"

3'-0" 3'-0"

6'-0"

2'-0" 6"

5

'

-

0

"

2

'

-

0

"

1

'

-

0

"

5

'

-

0

"

2

'

-

0

"

1

'

-

0

"

2'-0" 6"

3'-0" 3'-0"

6'-0"

3'-0" 3" 1'-9"

5'-0"

2

"

7

'

-

7

"

3

"

8

'

-

0

"

1

'

-

0

"

6

'

-

6

"

6

"

6" 2'-0" 6"

A B

5

'

-

0

"

3

'

-

0

"

8

'

-

0

"

2

'

-

0

"

6

'

-

0

"

4'-0" 4'-0"

C

9

'

-

0

"

2

'

-

0

"

1

1

'

-

0

"

9'-0"

NOTES:

1. ALL WINDOWS SHALL BE HURRICANE RATED.

2. ALL LOUVERS SHALL BE HURRICANE RATED ANDINSTALLED PER MANUFACTURER'S SPECIFICATIONS.

WALL BEYOND

CONCRETE SLAB SLOPEDAWAY FROM BUILDING

SEALANT BED

TYPICAL EXTERIORFINISH

CAULK JOINT

DOOR PER SCHEDULE,PAINT FINISH. VERIFYCOLOR WITH ARCHITECT

METAL DOOR FRAME PERMANUFACTURERSPECIFICATIONS

SADDLE PER MFR

DOOR ANCHORINGPER MFR SPECS

NOTE:DOORS TO OPEN 180

MTL DRIP EDGE TOMATCH WINDOW

CONTROL JOINT,SEE ELEVATIONS

CAULK JOINT

LINTEL. SEE STRUCTURALDRAWINGS

INTERIOR FINISHEDFLOOR / CONC SLABPER STRUCTURALDWGS

SEE FLOOR PLANSFOR WALL ORPARTITION TYPES

DOOR PERSCHEDULE

A

L

I

G

N

1/4" CONTINUOUSCAULK JOINT AROUNDDOOR FRAME

WINDOW PER SCHEDULE

TYPICAL EXTERIOR FINISH

LINTEL. SEE STRUCTURALDRAWINGS

WINDOW ANCHORINGPER MFR SPECS

MTL DRIP EDGE TOMATCH WINDOW

CONTROL JOINT,SEE ELEVATIONS

MTL FLASHING W/ DRIPEDGE TO MATCH WINDOW

CAULK JOINT

CAULK JOINT

WOOD SILL TO MATCHRESIDENTIAL UNITS

ROBERTS466 - A

THERESA S.

G

NAV

S

SI

.

GRI NI L

R

I

U.

RE

E

STED AR

T

DS

ECT

HI

C

CONSULTANT:

DRAWN BY:

REVIEWED BY:

PROJECT MGR:

SEAL:

OWNER:

SHEET TITLE:


PROJECT ID:

PROJECT:

SHEET NUMBER:






BUILDING NAME:

BACK OF HOUSE


050-07-1



08.20.09 BASE SHEET

LMO

MDH

JNS

SINGLE STORY


DOOR, WINDOW & LOUVERSCHEDULE, NOTES AND

DETAILS

A5.01

DOOR SCHEDULE

DOOR# TYPE

NOMINALWIDTH

NOMINALHEIGHT DESCRIPTION

ROOM# LOCATION

HARDWARE

FIRE-RATING NOTESHDWR

SET STOPKICK

PLATE

101 D 3' - 0" 8' - 0" METAL W/ VISION PANEL 107 ADMIN. 1A PROVIDE SIDELIGHT102 A 3' - 0" 8' - 0" HOLLOW CORE METAL 114 ELEC 1A X103 E 6' - 0" 8' - 0" DOUBLE - H/C MTL W/ LOUVER 115 DOMESTIC HW 3B X W/ CLOSER104 F 6' - 0" 8' - 0" DOUBLE - METAL W/ VISION PANEL 121 BREAK ROOM 1B X105 B 3' - 0" 8' - 0" METAL W/ VISION PANEL 121 BREAK ROOM 1A X106 F 6' - 0" 8' - 0" DOUBLE - METAL W/ VISION PANEL 122 LAUNDRY / HOUSEKEEPING 1B WB X107 A 3' - 0" 8' - 0" SOLID CORE WOOD 107 ADMIN. 3A WB108 A 3' - 0" 8' - 0" SOLID CORE WOOD 103 OFFICE 3A WB109 A 3' - 0" 8' - 0" SOLID CORE WOOD 104 OFFICE 3A WB110 A 3' - 0" 8' - 0" SOLID CORE WOOD 105 OFFICE 3A WB111 A 3' - 0" 8' - 0" SOLID CORE WOOD 107 ADMIN. 3A WB112 A 3' - 0" 8' - 0" SOLID CORE WOOD 113 IT MANAGER'S OFFICE 3A WB113 A 3' - 0" 8' - 0" SOLID CORE WOOD 112 MDF 3A WB114 A 3' - 0" 8' - 0" SOLID CORE WOOD 111 TOILET 5A WB X PROVIDE SADDLE115 A 3' - 0" 8' - 0" HOLLOW CORE METAL 107 ADMIN. 2A WB X 1 HR116 C 6' - 0" 8' - 0" DOUBLE - HOLLOW CORE METAL 101 STORAGE 2B (2) WB X 1 HR117 A 2' - 8" 8' - 0" HOLLOW CORE METAL 110 CLOSET 3A118 C 6' - 0" 8' - 0" DOUBLE - HOLLOW CORE METAL 108 DOMSESTIC PUMP ROOM 1B119 B 3' - 0" 8' - 0" METAL W/ VISION PANEL 109 LAUNDRY MANAGER'S OFFICE 3A WB X120 B 3' - 0" 8' - 0" METAL W/ VISION PANEL 122 LAUNDRY / HOUSEKEEPING 2A WB121 A 3' - 0" 8' - 0" HOLLOW CORE METAL 120 JAN. 3A122 A 3' - 0" 8' - 0" HOLLOW CORE METAL 119 WOMAN'S BATHROOM / LOCKERS 6A WB X123 A 2' - 8" 8' - 0" HOLLOW CORE METAL 118 ST. 3A124 A 2' - 8" 8' - 0" HOLLOW CORE METAL 117 ST. 3A WB125 A 3' - 0" 8' - 0" HOLLOW CORE METAL 116 MEN'S BATHROOM / LOCKERS 6A WB X126 C 6' - 0" 8' - 0" DOUBLE - HOLLOW CORE METAL 123 BOILER ROOM 1B

DOOR SCHEDULE 1

1/2" = 1'-0"DOOR ELEVATIONS 2

WINDOW / LOUVER SCHEDULE

WINDOW # TYPE WIDTH HEIGHT DESCRIPTIONROOM

# LOCATION MANUFACTURER FRAME NOTES

101 A 4' - 0" 5' - 0" SINGLE FIXED 104 OFFICE PGT MTL.102 A 4' - 0" 5' - 0" SINGLE FIXED 104 OFFICE PGT MTL. EGRESS WINDOW103 A 4' - 0" 5' - 0" SINGLE FIXED 105 OFFICE PGT MTL.104 A 4' - 0" 5' - 0" SINGLE FIXED 105 OFFICE PGT MTL.105 A 4' - 0" 5' - 0" SINGLE FIXED 106 OFFICE PGT MTL.106 A 4' - 0" 5' - 0" SINGLE FIXED 106 OFFICE PGT MTL.107 A 4' - 0" 5' - 0" SINGLE FIXED 113 IT MANAGER'S OFFICE PGT MTL.108 B 4' - 0" 2' - 0" SINGLE FIXED 116 MEN'S BATHROOM / LOCKERS PGT MTL.109 B 4' - 0" 2' - 0" SINGLE FIXED 116 MEN'S BATHROOM / LOCKERS PGT MTL.110 A 4' - 0" 5' - 0" SINGLE FIXED 121 BREAK ROOM PGT MTL. EGRESS WINDOW111 A 4' - 0" 5' - 0" SINGLE FIXED 121 BREAK ROOM PGT MTL.112 A 4' - 0" 5' - 0" SING