Att 2-Combined Radio Building Drawings.pdf

PROJECT LOCATION

PROJECT VICINITY

3948 DEVELOPMENT AVE.

BOISE, ID 83705

U.S. DEPARTMENT OF THE INTERIOR

BUREAU OF LAND MANAGEMENT

BOISE DISTRICT RADIO SHOP BUILDING

GENERAL

G101 - COVER SHEET

CIVIL

C001 - DEMOLITION/UTILITY PLAN

ARCHITECTURAL

A101 - FIRST FLOOR PLAN AND DRAWING INFORMATION

A102 - MEZZANINE FLOOR PLAN

A103 - WALL ASSEMBLY DETAILS AND PLAN DETAILS

A110 - ROOF PLAN AND DETAILS

A201 - BUILDING ELEVATIONS

A202 - BUILDING ELEVATIONS

A301 - BUILDING SECTIONS

A302 - WALL SECTIONS AND DETAILS

A401 - STAIR PLAN, SECTIONS AND DETAILS

A501 - FINISH FLOOR PLANS

A601 - DOOR AND WINDOW SCHEDULES, TYPES AND DETAILS

A602 - DETAILS

A701 - ENLARGED TOILET PLAN, ELEVATIONS AND DETAILS

A901 - REFLECTED CEILING PLANS

STRUCTURAL

S001 - GENERAL STRUCTURAL NOTES

S002 - STRUCTURAL SCHEDULES

S101 - FOUNDATION PLAN

S102 - MEZZANINE FLOOR FRAMING PLAN

S103 - ROOF FRAMING PLAN

S501 - STRUCTURAL DETAILS

S502 - STRUCTURAL DETAILS

S503 - STRUCTURAL DETAILS

S601 - STRUCTURAL WALL ELEVATIONS

S602 - STRUCTURAL WALL ELEVATIONS

PLUMBING

P001 - PLUMBING LEGEND AND SCHEDULES

P101 - UNDERSLAB PLUMBING PLAN

P102 - FIRST FLOOR PLUMBING PLAN

P103 - SECOND FLOOR PLUMBING PLAN

MECHANICAL

M001 - MECHANICAL LEGEND AND SCHEDULES

M101 - FIRST FLOOR MECHANICAL PLAN

M102 - SECOND FLOOR MECHANICAL PLAN

INDEX OF DRAWINGS

PROJECT LOCATION

NORTH

PROJECT VICINITY BOISE DISTRICT OFFICE SITE PLAN

PROJECT LOCATION

NORTH NORTH

DESIGNERS

ELECTRICAL

E001 - ELECTRICAL LEGENDS

E101 - ELECTRICAL SITE PLAN

E201 - FIRST FLOOR LIGHTING PLAN

E202 - SECOND FLOOR LIGHTING PLAN

E301 - FIRST FLOOR POWER PLAN

E302 - SECOND FLOOR POWER PLAN

E401 - FIRST FLOOR SPECIAL SYSTEMS PLAN

E402 - SECOND FLOOR SPECIAL SYSTEMS PLAN

COMMERCE AVE.

S . D

E V

E

LO

P M

E N

T A

V E tpardy Typewritten Text Attachment 2 - For Reference Only

WORK AREA

OFFICE

STORAGE

RESTROOM

WORK SHOP

COOP

TELECOM

A301

A301

A301

A201 2 A2022

A202

A201

A701

2-

4-

5-

103-1

101-1

104-3

4-

4-

A7016

3'

3'

CL

20' - 2 1/4"

5' - 2 1/4"

1 1

3' - 7"

7' - 6"

3 3

3 3

3 3

4'

4'

A103

N .I.

C

9' - 7" 4' - 0"

0"

FF

F

A

C

C C

BB

E

ABOVE

E

ABOVE

9'

10 9

6-

3'

3' - 9" 8' - 1 3/4" 3' - 9" 10' - 7"

A

A

A B C

A

A

B

B

BC

6-

8'

60' - 0"

19' - 10" 20' - 2"20' - 0"

7'

107-1

GENERAL NOTES

A. UNLESS NOTED OTHERWISE, ALL DIMENSIONS

ARE TO FACE OF STUD.

B. RE: A601 FOR DOOR AND WINDOW SCHEDULES,

TYPES AND DETAILS. ALL DOORS SET WITH

HINGE SIDE 4" FROM BACK OF DOOR FRAME TO

FACE OF ADJACENT WALL UNLESS

DIMENSIONED OTHERWISE.

C. FOR WALL TYPES RE: A103.

D. FOR REINFORCING OF CONCRETE SLABS,

FOOTINGS AND FOUNDATIONS, COORDINATE

WITH THE STRUCTURAL DRAWINGS.

E. PROVIDE BEAD OF CLEAR SEALANT WHERE

BACKSPLASH/COUNTERTOPS MEET PAINTED

WALL SURFACE.

F. PROVIDE UNDERSLAB VAPOR RETARDER

BENEATH ALL SLAB-ON-GRADE PER

SPECIFICATION DIVISION 3, SECTION"CAST-IN-

PLACE CONCRETE." COORDINATE SEALING ALL

SLAB PENETRATIONS PER RETARDER

MANUFACTURERS RECOMMENDATIONS.

G. PROVIDE AIR BARRIER AT ALL EXTERIOR WALL

FRAMING ON SILL SEALER GASKET PER

SPECIFICATION DIVISION 7, SECTION "THERMAL

INSULATION."

H. SET ALL EXTERIOR WALL FRAMING ON SILL

SEALER GASKET PER SPECIFICATION DIVISION 6,

SECTION "ROUGH CARPENTRY."

SHEET NOTES

1. FIRE EXTINGUISHER.

2. UTILITY SINK/EYE WASH UNIT, COORDINATE

WITH PLUMBING DRAWINGS.

3. 6" PIPE BOLLARD, PAINT HI-VIZ YELLOW,

RE: 1/A103.

4. SOLDERING HOOD, COORDINATE WITH

MECHANICAL DRAWINGS.

5. WATER HEATER, COORDINATE WITH PLUMBING

DRAWINGS.

6. RE: CIVIL DRAWINGS FOR THE EXTENT OF

SIDEWALKS AND DRIVES.

X

CONST construction

INSUL insulate (d), (ion) joist joint interior

JT

JST

INT

WD

HVAC

include (d), (ing) hot water heater horizontal height

INCL

HWH

HORIZ

HB

HT

heating hardware gypsum drywall

HDW

HTG

GPDW

WH

W/ W/O

WG

W

VIF

VERT

wood wall hung wire glass without with width verify in field vertical

SHTH sheathing

FL floor (ing) furred (ing) grab bar glass, glazing galvanized

GL

GB

GALV

furnished by owner foundation footing floor drain

FDN

FBO

FUR

FTG

FD

TYP

UNF

TOW

T&G

T

THR

TV

TEL

fire extinguisher cabinet finished floor elevation FIN finish (ed) flashing fireproof fire extinguisher fire alarm finished floor

FLG

FP

FEC

FFE

FE

FA

FF

exterior exposed existing

EXP

EXT

EXIST

STD

SD

SUSP

SYS

STRUCT

STL

STOR

SPEC

SST

SQ

SHT

SIM

tongue and groove unfinished typical top of wall tread threshold television telephone standard storm drain suspended structural system storage steel stainless steel specifications square similar sheet

REMelectric water cooler equipment equal emergency elevator elevation electric (al)

EMER

EQUIP

EQ

ELEV

EL

EWC

ELEC

each face downspout

E.I.F.S.

EF

DS

RM

SFGL

SCHED

SECT

RO

RD

R

REV

division dispenser dimension diameter diagonal detail demolish, demolition

DIA,>

DR

DIV

DISP

DIM

door

DIAG

DET

DEMO

control joint continuous

CJ

CONT

R

REF

REFRIG

PREFAB

PSI

PL

PVC

remove safety glass schedule section rough opening room revision, revised roof drain riser prefabricated radius refrigerator reference pounds per square inch polyvinyl chloride plate

APPROX

MFR manufacture (er) approximate concrete masonry unit concrete column

CONC

COL

CMU

ceiling carpet

CLG

CPT

ODR

PVMT

PBD

PNL

PNT

OPP

OH

OPNG

OC

building bottom of bottom of shading device both sides board blocking block

BD

BS

BLDG

BO

BOSD

BLKG

BLK

bearing basement asphalt architect (ural)

BSMT

BRG

ARCH

ASPH

MIN

OSCI

NTS

NIC

NOM

MISC

MECH

MTL

MAX

MAT

owner supplied/ overflow drain pavement particle board paint (ed) panel contractor installed opposite overhead opening on center minimum not in contract not to scale nominal miscellaneous mechanical metal maximun material

ABBREVIATIONS

anchor, anchorage aluminum alternate adjacent

ALT

ALUM

ANC

ADJ

acoustical tile acoustical access panel above finished floor above

AFF

ACST

AP

ACT

ABV

LAV

L lavatory length air conditioning heating/ventilating/ exterior insulation\ finish system

VAR. varies

KO knockout hose bib

OSOI owner supplied/ owner installed

CLR clear space coordinateCORD

WIN window

TOF top of footing TOP top of plate

TOS top of sill

GENERAL PROJECT NOTES

1. THE TERM CONTRACTOR REFERS TO GENERAL CONTRACTOR UNLESS

OTHERWISE NOTED.

2. ALL FINAL RESPONSIBILITY FOR ON-SITE COORDINATION IS THE GENERAL

CONTRACTORS.

3. ALL SHOP DRAWING DIMENSIONS ARE TO BE CHECKED AND VERIFIED IN THE

FIELD BY THE CONTRACTOR.

4. GENERAL CONTRACTOR TO PROVIDE ALL REQUIRED BLOCKING AND

ANCHORAGE FOR MECHANICAL AND ELECTRICAL ITEMS.

5. DETAILS WHICH OCCUR BOTH RIGHT-AND LEFT-HAND ARE SHOWN ONLY ONCE.

6. METAL CORNER BEAD AROUND ALL EDGES OF GYPSUM BOARD WALLS

ABUTTING OTHER MATERIALS. LEAVE‚ 1/8" GAP FROM WALL FOR SEALANT.

7. WHERE CONDITION OF FINISH ARISES THAT NO DETAIL OR NOTE COVERS,

MATCH DETAIL TO EXISTING SITUATION OF SIMILAR CONDITION.

8. RUBBER BASE SHALL BE INSTALLED ON ALL GYPSUM BOARD WALLS AND TOE

SPACE, UNLESS OTHERWISE DETAILED OR SCHEDULED.

9. SEAL OPENINGS IN FLOOR AROUND DUCTS, PIPES, VENTS, SOIL PIPES, TRAPS,

CONDUIT, ETC.

10. ALL PENETRATIONS THROUGH WALLS ABOVE CEILING AND BELOW STRUCTURE

ARE TO BE CLOSED TIGHT AROUND PENETRATION, AND SEALED. CONTRACTOR

TO COORDINATE.

11. ALL MECHANICAL AND ELECTRICAL LINES TO BE INSTALLED TIGHT TO

STRUCTURE WHERE POSSIBLE IN ALL INSTANCES.

12. GENERAL CONTRACTOR TO PROVIDE ALL CONCRETE PADS NECESSARY FOR

MECHANICAL AND ELECTRICAL. LOCATION TO BE PROVIDED AS NECESSARY

BY MECHANICAL AND ELECTRICAL SUBCONTRACTORS. COORDINATE ALL

DISCIPLINES.

13. IN PAINTED OR FINISHED ROOMS, ALL HORIZONTAL AND VERTICAL PIPING AND

CONDUITS SHALL BE FURRED TO MATCH ROOM FINISH INDICATED OR

SCHEDULED UNLESS NOTED OTHERWISE.

14. WHEN DUCT WORK, PIPES AND MECHANICAL UNITS ARE EXPOSED IN PAINTED

ROOMS, THEY WILL BE PAINTED.

15. PAINT ALL EXPOSED STEEL UNLESS OTHERWISE NOTED. PRIMED

STRUCTURAL STEEL IN MECHANICAL ROOM LEFT EXPOSED NEED NOT BE

PAINTED.

16. HEATING, PLUMBING AND ELECTRICAL PLANS WHERE SHOWN DIAGRAMMATIC

ARE INTENDED TO INDICATE CAPACITY, SIZE, LOCATION, AND GENERAL

ARRANGEMENTS. ALL NECESSARY FEATURES OF CONSTRUCTION WILL BE

REQUIRED AS IF SHOWN IN DETAIL.

17. WHERE MECHANICAL AND ELECTRICAL EQUIPMENT LOCATIONS CONFLICT

ELECTRICAL FIXTURES LOCATION SHALL TAKE PREFERENCE. MECHANICAL

ITEMS SHALL BE LOCATED WHERE LEAST CONFLICTS OCCUR AND SPACE IS

AVAILABLE.

18. DAMAGES CAUSED TO ITEMS WHERE INDICATED ON DOCUMENTS, BUT DIFFER

IN FIELD FROM ACTUAL CONDITIONS, LOCATION AND/OR BUILT ITEM SHALL BE

REPAIRED AT CONTRACTORS EXPENSE.

19. DAMAGES CAUSED BY THE CONTRACTOR THAT OCCUR TO THE FOLLOWING

SHALL BE REPAIRED AND REFINISHED TO ORIGINAL CONDITION BY

CONTRACTOR.

A. UTILITIES AND OR UTILITY SYSTEM INCLUDING GAS, PHONE, WATER,

SEWER, AND ELECTRICAL SYSTEMS.

B. STRUCTURAL SYSTEM -FOUNDATIONS, FRAMING, MISCELLANEOUS

SUPPORTS.

C. ARCHITECTURAL FINISHES AND COMPONENTS FOR COMPLETE

ASSEMBLIES.

D. MECHANICAL SYSTEMS.

E. ELECTRICAL SYSTEMS.

F. COMMUNICATIONS SYSTEMS.

G. EXISTING ROOFING SYSTEM.

20. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE REPAIR AND

REFINISHING OF ALL WORK, INCLUDING UNFORESEEN CONDITIONS, TO MATCH

EXISTING CONDITIONS AS A RESULT OF NECESSARY CUTTING AND / OR

PATCHING OR DEMOLITION IN PERFORMING THE WORK REQUIRED.

21. THE GOVERNMENT WILL BE PROVIDING & PERFORMING WORK CONCURRENTLY

WITH WORK UNDER THIS CONTRACT. GC & SUBS TO COORDINATE ACTIVITIES

WITH GOVERNMENT. - SEE SECTION 011000 - SUMMARY

PLAN LEGEND

WALL TYPE (SEE SHEET A103)

WALL TYPE NOTE

ROOM NUMBER

WINDOW TYPE

(SEE SHEET A601)

ROOM NAME

X

X SHEET NOTE

A101

SIM

X

XX

DETAIL OR SECTION NUMBER

SHEET WHERE DRAWN

1 DOOR NUMBER

(SEE SHEET A601)

DIMENSION TO FACE

OF STUD

DIMENSION TO GRID LINE

SLOPE X:X

INDICATES ROOF SLOPE

A101

ELEVATION NUMBER

SHEET WHERE DRAWN

X EQUIPMENT NOTE

EQUIPMENT SCHEDULE

(IDAHO MATERIAL HANDLING, INC.)

(208-336-4400) OR EQUAL

DESCRIPTION QUANTITY STOCK NUMBERITEM

WORK BENCH STOOLS WITH BACK 3 Z3431BLA

STORAGE LOCKER (DOUBLE STARTER) 1 ZDS3475B

STORAGE LOCKER (DOUBLE ADD-ON) 1 ZDA3475B

STORAGE RACKS (SECURE STORAGE) 3 Z84-2472-4TC

STORAGE RACKS (UPSTAIRS STORAGE) 8 ZBW2006D

STORAGE RACKS (UPSTAIRS STORAGE) 5 ZBW2007D

STORAGE RACKS (UPSTAIRS STORAGE) 6 ZBWXL56-36D

ELECTRIC CORD REELS (INSTALL BAY) 2 ZL-4545-123-3E

X

STAND-ALONE C-LEG WORKSTATION 2 48782F.1

STAND-ALONE C-LEG CORNER STATION 1 483469F.2

SHELVES FOR CORNER UNIT 1 476989F.3

60" OVERHEAD DUAL BULB OVERHEAD LIGHT 2 21105F.4

LAMINATE SHELF 72"W x 18"D NON-ESD WHITE 2 466472F.5

TACK BOARD, 72"W x 20H BLUE 2 435420F.6

72"W POWER RAIL. 120V, 20A 2 321311F.7

72" BIN RAIL 2 33015F.8

12" DRAWER UNIT, BLACK METAL 1 476962F.9

6" DRAWER UNIT, BLACK METAL 1 361947F.10

TESSCO TECHNOLOGY

F (C-LEG WORKSTATION) OR EQUAL

A101

1 FIRST FLOOR PLAN

0' 2' 4' 8' 16'

Original Signed By: Scott Roberts Date Signed: 11-30-2009 Original Stored at Bureau of Land Management 1387 S. Vinnell Way Boise, Idaho

OPEN TO BELOW

UTILITIES

STORAGE

A301

A301

A301

A401

201-1

2-

202-2

11' - 5"

9'

5' - 6 3/4"

3 3

3 3

8D

D

D

D

D

D

3' - 9"4' - 9"3' - 9"4' - 9"3' - 9"4' - 9"3' - 9"

7' - 8" 12' - 0" 3' - 7 3/4" 7' - 6"

AAAAAAAA

TYP.

GENERAL NOTES

A. UNLESS NOTED OTHERWISE, ALL DIMENSIONS

ARE TO FACE OF STUD.

B. RE: A601 FOR DOOR AND WINDOW SCHEDULES,

TYPES AND DETAILS. ALL DOORS SET WITH

HINGE SIDE 4" FROM BACK OF DOOR FRAME TO

FACE OF ADJACENT WALL UNLESS

DIMENSIONED OTHERWISE.

C. FOR WALL TYPES RE: A103.

D. FOR EQUIPMENT SCHEDULE RE: A101.

SHEET NOTES

1. FIRE EXTINGUISHER.

2. HEAT PUMP ON 6" HOUSE KEEPING PAD,

COORDINATE WITH MECHANICAL DRAWINGS.

3. EXTERIOR SHADING DEVICE, RE: 5/A302 AND

STRUCTURAL DRAWINGS.

4. EXTERIOR LIGHTING, COORDINATE WITH

ELECTRICAL DRAWINGS.

5. EXHAUST FAN, COORDINATE WITH MECHANICAL

DRAWINGS.

6. WINTROL M2100 MOTORIZED WINDOW CONTROL

OR EQUAL AS SPECIFIED BY THE WINDOW

MANUFACTURER AT CLEARSTORY WINDOW,

COORDINATE WITH MECHANICAL AND

ELECTRICAL DRAWINGS.

X

PLAN LEGEND

WALL TYPE (SEE SHEET A103)

WALL TYPE NOTE

ROOM NUMBER

WINDOW TYPE

(SEE SHEET A601)

ROOM NAME

X

X SHEET NOTE

A101

SIM

X

XX

DETAIL OR SECTION NUMBER

SHEET WHERE DRAWN

1 DOOR NUMBER

(SEE SHEET A601)

DIMENSION TO FACE

OF STUD

DIMENSION TO GRID LINE

SLOPE X:X

INDICATES ROOF SLOPE

A101

ELEVATION NUMBER

SHEET WHERE DRAWN

X EQUIPMENT NOTE

A102

1 MEZZANINE FLOOR PLAN

0' 2' 4' 8' 16'

Original Signed By: Scott Roberts Date Signed: 11-30-2009

INTERIOR WALL ASSEMBLY

2X8 DF#2 STUDS,

SEE STRUCTURAL

SHEATHING

AIR BARRIER

BRICK VENEER

EXTERIOR WALL ASSEMBLY

6" BATT INSULATION

BRICK VENEER

EXTERIOR WALL ASSEMBLY

VERTICAL METAL WALL PANEL

EXTERIOR WALL ASSEMBLY

HORIZONTAL METAL WALL PANEL

EXTERIOR WALL ASSEMBLY

1 2 3 4 5

BRICK VENEER

EXTERIOR WALL ASSEMBLY

VERTICAL METAL WALL PANEL

EXTERIOR WALL ASSEMBLY

7 INTERIOR WALL ASSEMBLY8

1" AIR SPACE

4" BRICK VENEER

NOTE:

INTERIOR FINISH VARIES,

SEE FINISH FLOOR PLANS.

2X6 DF#2 STUDS, SEE STRUCTURAL

SHEATHING

AIR BARRIER

COMPLETELY FILL WALL CAVITY

WITH BATT INSULATION

1" AIR SPACE

4" BRICK VENEER

NOTE:

INTERIOR FINISH VARIES,

SEE FINISH FLOOR PLANS.

2X8 DF#2 STUDS,

SEE STRUCTURAL

SHEATHING

AIR BARRIER

6" BATT INSULATION

VERTICAL METAL WALL PANEL

NOTE:

INTERIOR FINISH VARIES,

SEE FINISH FLOOR PLANS.

2X6 DF#2 STUDS, SEE STRUCTURAL

SHEATHING

AIR BARRIER

COMPLETELY FILL WALL CAVITY

WITH BATT INSULATION

HORIZONTAL METAL WALL PANEL

NOTE:

INTERIOR FINISH VARIES,

SEE FINISH FLOOR PLANS.

2X4 DF#2 STUDS, SEE STRUCTURAL

COMPLETELY FILL WALL CAVITY

WITH BATT INSULATION

NOTE:

INTERIOR FINISH VARIES,

SEE FINISH FLOOR PLANS.

1 3/4" x 11 7/8" MICROLAM

LVL STUDS, SEE STRUCTURAL

SHEATHING

AIR BARRIER

1" AIR SPACE

4" BRICK VENEER

NOTE:

INTERIOR FINISH VARIES,

SEE FINISH FLOOR PLANS.

1 3/4" x 11 7/8" MICROLAM

LVL STUDS, SEE STRUCTURAL

SHEATHING

AIR BARRIER

6" BATT INSULATION

NOTE:

INTERIOR FINISH VARIES,

SEE FINISH FLOOR PLANS.

VERTICAL METAL WALL PANEL

2X6 DF#2 STUDS,

SEE STRUCTURAL

NOTE:

INTERIOR FINISH VARIES,

SEE FINISH FLOOR PLANS.

BRICK VENEER EXTERIOR WALL ASSEMBLY

AT PLUMBING WALL

2X6 DF#2 STUDS, SEE STRUCTURAL

SHEATHING

AIR BARRIER

6" BATT INSULATION

1" AIR SPACE

4" BRICK VENEER

2X4 DF#2 STUDS,

SEE STRUCTURAL

GPDW INTERIOR SIDE

HORIZONTAL METAL WALL PANEL EXTERIOR WALL

ASSEMBLY AT PLUMBING WALL

2X6 DF#2 STUDS, SEE STRUCTURAL

SHEATHING

AIR BARRIER

6" BATT INSULATION

HORIZONTAL METAL WALL PANEL

2X4 DF#2 STUDS,

SEE STRUCTURAL

GPDW INTERIOR SIDE

COMPLETELY FILL WALL CAVITY

WITH BATT INSULATION

6" BATT INSULATION

NOTE:

INTERIOR FINISH VARIES,

SEE FINISH FLOOR PLANS.

NOTE:

INTERIOR FINISH VARIES,

SEE FINISH FLOOR PLANS.

GENERAL NOTES

A. SEE FLOOR PLANS (SHEETS A101 - A102) FOR

ALL WALL ASSEMBLY LOCATIONS.

B. SEE INTERIOR ELEVATIONS (SHEET A801) AND

FINISH FLOOR PLAN (SHEET A501) FOR WALL

FINISHES.

C. PROVIDE BLOCKING AS REQUIRED TO SECURE

WALL HUNG COMPONENTS.

3'

6"

CONCRETE FILLED 6" STEEL PIPE

CONCRETE SLAB

CONCRETE PIER

3'

A103

1 PIPE BOLLARD DETAIL

0' 4" 8" 16" 32"

Original Signed By: Scott Roberts Date Signed: 11-30-2009

A301

A301

A301

A201 2 A2022

A202

A201

SLOPE 2:12

SLOPE 2:12

SLOPE 3:12

4' - 9"

A302

9' - 3 3/4"

66' - 0"

2'

3' - 0"

RIDGE

4 3

4 3 4

AAAAAAA

3' - 9"4' - 9"3' - 9"4' - 9"3' - 9"

TYP.

TYP.

GENERAL NOTES

A. SEE STRUCTURAL FRAMING PLAN FOR ROOF

DECK HEIGHTS TO ESTABLISH ROOF SLOPES

AND ROOF MEMBER LOCATIONS.

B. COORDINATE WITH ELECTRICAL, MECHANICAL

AND PLUMBING DRAWINGS FOR ADDITIONAL

INFORMATION ON ROOF PENETRATIONS.

C. ALL FINISHED ROOF SLOPES TO ACHIEVE A

MINIMUM OF ¼” PER FOOT SLOPE IN DIRECTION

INDICATED. IT IS THE RESPONSIBILITY OF THE

CONTRACTOR TO INSTALL ROOFING

COMPONENTS TO MEET THESE

REQUIREMENTS.

D. ALL ROOF MEMBRANE ACCESSORIES SHALL

COME FROM THE SAME MANUFACTURER. ALL

ROOF COVERING, MATERIAL AND

ACCESSORIES SHALL BE COMPATIBLE PER

SECTION 1506.2 OF THE 2006 IBC.

E. PROVIDE WALK PADS ON ALL SIDES OF

MECHANICAL EQUIPMENT AND CURBS.

F. PREFABRICATED CURBS SHALL BE INSTALLED

AND SET LEVEL.

G. PROVIDE CRICKETS AT ALL CURBED OPENINGS

FOR POSITIVE DRAINAGE.

H. ALL ROOF TOP CONDUIT, GAS LINES, ETC.

SHALL BE SUPPORTED WITH PRE-

MANUFACTURED SUPPORTS.

I. ALL RUNS OF ELECTRICAL CONDUIT, GAS LINES,

COMMUNICATION CABLE, ETC. ACROSS THE

ROOF AREAS ARE NOT SHOWN ON ROOF

PLANS. CONTRACTOR SHALL VERIFY LOCATION

AND QUANTITY WITH OTHER TRADES.

J. CONSTRUCTION SHALL BE IN FULL COMPLIANCE

WITH ALL CURRENT LOCAL CODES AND

REGULATIONS IN EFFECT AT THE TIME OF

AGREEMENT BETWEEN GOVERNMENT AND

CONTRACTOR.

K. THE FOLLOWING REFERENCES HAVE BEEN

USED AS A BASIS FOR DESIGN OF THE ROOFING

RELATED WORK OF THE PROJECT AND SHALL

BE USED BY THE CONTRACTOR TO DETERMINE

REQUIREMENTS FOR FABRICATION AND/OR

INSTALLATION WHEN NOT SPECIFICALLY

INDICATED IN THE CONTRACT DOCUMENTS;

1. NATIONAL ROOFING CONTRACTORS

ASSOCIATION (NRCA) “ROOFING AND

WATERPROOFING MANUAL, 5TH ADDITION.

2. SHEET METAL AND AIR CONDITIONING

NATIONAL CONTRACTORS ASSOCIATION

(SMACNA) “ARCHITECTURAL SHEET METAL

MANUAL, 5TH ADDITION.

3. AMERICAN SOCIETY OF CIVIL ENGINEERS

(ASCE) - SEI / ASCE 7-05: “MINIMUM DESIGN

LOADS FOR BUILDINGS AND OTHER

STRUCTURES.

L. VENT SOFFITS OVER MEZZANINE MIN. 1.4 SF

EACH SIDE.

SHEET NOTES

1. METAL ROOF PANEL.

2. PRE-FINISHED METAL RIDGE VENT.

3. PRE-FINISHED GUTTER BY ROOFING MFR.

4. DOWN SPOUT TO CONCRETE SPLASH BLOCK.

5. CLEARSTORY WINDOW BELOW ROOF.

6. WINTROL M2100 MOTORIZED WINDOW

CONTROL OR EQUAL AT CLEARSTORY WINDOW,

COORDINATE WITH MECHANICAL AND

ELECTRICAL DRAWINGS.

7. EQUIPMENT SUPPORT STAND/VENT STACK.

8. SEALANT BEAD BETWEEN PIPE AND FLASHING

TOOLED TO FACILITATE RUNOFF.

9. PREFORMED PENETRATION FLASHING.

10.GASKETED FASTENERS SECURE FLASHING

COLLAR FLANGE TO ROOF PANEL AND NOT TO

DECK SO AS NOT TO FIX PANEL AT

PENETRATION.

11.OPENING IN ROOF DECK.

12.METAL ROOFING.

13.STAINLESS STEEL DRAWBAND.

14.SET SECUREMENT RING IN CONTINUOUS BEAD

OF SEALANT.

15.ROOF SHEATHING, SEE STRUCTURAL.

16.INSULATION.

17.UNDERLAYMENT.

X

ROOF PLAN LEGEND

PLUMBING VENT THRU ROOF

RE: 2/A110 AND PLUMBING

DRAWINGS

SLOPE X:X

INDICATES ROOF SLOPE

ROOF SLOPE RIDGE LINERIDGE

ICE AND WATER SHIELD,

SEE SPECIFICATIONS FOR

COVERAGE DIMENSIONS

NOTES:

1. PENETRATIONS SHALL NOT INTERFERE WITH PANEL SEAMS OR

OCCUR AT TRANSVERSE SEAMS.

2. CUT HOLE IN ROOF DECK TO ALLOW FOR MOVEMENT.

3. VENT STACKS AND OTHER PIPES SHOULD HAVE A MINIMUM OF 12

INCHES OF CLEARANCE ON ALL SIDES FROM WALLS, CURBS, AND

OTHER PROJECTIONS TO FACILITATE PROPER FLASHING.

4. EXTEND PLUMBING VENTS AS NECESSARY FOR TOP OF PIPE TO BE 12"

ABOVE FINISHED ROOF.

ROOF ASSEMBLY

ROOF SHEATHING,

RE:STRUCTURAL DRAWINGS

VAPOR BARRIER

Z FURRING

5" RIGID INSULATION

STANDING SEAM METAL

ROOFING.

A110

1 ROOF PLAN

A110

ROOF PENETRATION DETAIL2

0' 2' 4' 8' 16'

0' 4" 8" 16" 32"

Original Signed By: Scott Roberts Date Signed: 11-30-2009

F.F.

100' - 0"

F.F. AT MEZZANINE

111' - 0"

T.O.F.

98' - 0"

T.O.P 120' - 0"

T.O.P.

126' - 5"

A301

A301

611 11

12 12

B.O. WIN.

103' - 2"

B.O. WIN

120' - 11 1/2"

B.O.S.D.

108' - 0"

GENERAL NOTES

A. FOR EXTERIOR DOOR AND WINDOW FRAME

TYPES AND LOCATIONS, RE: FLOOR PLANS AND

SHEET A601.

B. PAINT ALL EXPOSED TO VIEW FERROUS METAL

PER SPECIFICATION DIVISION 9 "FINISHES".

C. RE: ROOF PLAN A110 FOR ADDITIONAL

INFORMATION.

D. FOR SIZE AND CONNECTION DETAILS OF WOOD

FRAMING COMPONENTS, COORDINATE WITH

STRUCTURAL DRAWINGS.

E. FOR REINFORCING OF CONCRETE SLAB,

FOOTINGS, AND FOUNDATION, COORDINATE

WITH STRUCTURAL DRAWINGS.

F. RE: WALL SECTIONS AND DETAILS A300'S FOR

WALL MATERIAL TRANSITIONS.

G. ALL EXPOSED TO VIEW BRICK TO BE RUNNING

BOND.

H. ALL EXTERIOR STEEL TO BE PAINTED PER

SECTION 099600.

SHEET NOTES

1. PRE-FINISHED STANDING SEAM METAL ROOF,

MATCH COLOR MBCI SLATE GRAY.

2. PRE-FINISHED METAL RIDGE VENT, MATCH METAL

ROOFING.

3. PRE-FINISHED SHEET METAL FLASHING AND

TRIM, MATCH METAL ROOFING.

4. PRE-FINISHED METAL GUTTER, MATCH METAL

ROOFING, RE: ROOF PLAN, A110, FOR

LOCATIONS.

5. PRE-FINISHED DOWN SPOUT, MATCH METAL

ROOFING, RE: ROOF PLAN, A110, FOR

LOCATIONS.

6. EXTERIOR LIGHT FIXTURE, COORDINATE WITH

ELECTRICAL DRAWINGS.

7. PREFINISHED VERTICAL METAL WALL PANEL, V-

GROOVE PROFILE, MATCH COLOR MBCI ALMOND.

8. PREFINISHED HORIZONTAL METAL WALL PANEL,

REVEAL JOINT PROFILE, MATCH COLOR MBCI

TUNDRA.

9. PREFINISHED METAL SOFFIT .

10. BRICK VENEER WAINSCOT, MATCH INTERSTATE

BRICK BRONZE STONE.

11. EXTERNAL SHADING DEVICE, PAINT TO MATCH

ALUMINUM STOREFRONT.

12. PIPE BOLLARD,PAINT HI-VIZ YELLOW, RE: 1/A101

AND 1/A103.

13. CONCRETE SPLASH BLOCK.

14. CARD READER, COORDINATE WITH ELECTRICAL

DRAWINGS.

15. EXHAUST FAN WALL CAP, COORDINATE WITH

MECHANICAL DRAWINGS.

16. MECHANICAL LOUVER, COORDINATE WITH

MECHANICAL DRAWINGS.

17. PREFINISHED METAL SILL CAP AND FLASHING.

X

F.F.

100' - 0"

F.F. AT MEZZANINE

111' - 0"

T.O.F.

98' - 0"

T.O.P 120' - 0"

T.O.P.

126' - 5"

A301

B.O. WIN.

103' - 2"

B.O.S.D.

108' - 0"

A201

1 SOUTH ELEVATION

A201

2 WEST ELEVATION

0' 2' 4' 8' 16'

0' 2' 4' 8' 16' � ��

Original Signed By: Scott Roberts Date Signed: 11-30-2009

F.F. AT MEZZANINE

111' - 0"

T.O.F.

98' - 0"

T.O.P 120' - 0"

B.O.WIN.

114' - 7 1/2"

T.O.P.

126' - 5"

A301

A301

B.O. WIN.

103' - 2"

17 18

F.F.

100' - 0"

F.F. AT MEZZANINE

111' - 0"

T.O.F.

98' - 0"

T.O.P 120' - 0"

T.O.P.

126' - 5"

A301

B.O. WIN.

103' - 2"

B.O.S.D.

108' - 0"

GENERAL NOTES

A. FOR EXTERIOR DOOR AND WINDOW FRAME

TYPES AND LOCATIONS, RE: FLOOR PLANS AND

SHEET A601.

B. PAINT ALL EXPOSED TO VIEW FERROUS METAL

PER SPECIFICATION DIVISION 9 "FINISHES".

C. RE: ROOF PLAN A110 FOR ADDITIONAL

INFORMATION.

D. FOR SIZE AND CONNECTION DETAILS OF WOOD

FRAMING COMPONENTS, COORDINATE WITH

STRUCTURAL DRAWINGS.

E. FOR REINFORCING OF CONCRETE SLAB,

FOOTINGS, AND FOUNDATION, COORDINATE

WITH STRUCTURAL DRAWINGS.

F. RE: WALL SECTIONS AND DETAILS A300'S FOR

WALL MATERIAL TRANSITIONS.

G. ALL EXPOSED TO VIEW BRICK TO BE RUNNING

BOND.

H. ALL EXTERIOR STEEL TO BE PAINTED PER

SECTION 099600.

SHEET NOTES

1. PRE-FINISHED STANDING SEAM METAL ROOF,

MATCH COLOR MBCI SLATE GRAY.

2. PRE-FINISHED METAL RIDGE VENT, MATCH METAL

ROOFING.

3. PRE-FINISHED SHEET METAL FLASHING AND

TRIM, MATCH METAL ROOFING.

4. PRE-FINISHED METAL GUTTER, MATCH METAL

ROOFING, RE: ROOF PLAN, A110, FOR

LOCATIONS.

5. PRE-FINISHED DOWN SPOUT, MATCH METAL

ROOFING, RE: ROOF PLAN, A110, FOR

LOCATIONS.

6. EXTERIOR LIGHT FIXTURE, COORDINATE WITH

ELECTRICAL DRAWINGS.

7. PREFINISHED VERTICAL METAL WALL PANEL, V-

GROOVE PROFILE, MATCH MBCI COLOR ALMOND.

8. PREFINISHED HORIZONTAL METAL WALL PANEL,

REVEAL JOINT, MATCH COLOR MBCI TUNDRA.

9. PREFINISHED METAL SOFFIT .

10. BRICK VENEER WAINSCOT, MATCH INTERSTATE

BRICK BRONZE STONE.

11. EXTERNAL SHADING DEVICE, PAINT TO MATCH

ALUMINUM STOREFRONT.

12. PIPE BOLLARD, PAINT HI-VIZ YELLOW, RE: 1/A101

AND 1/A103.

13. CONCRETE SPLASH BLOCK.

14. CARD READER, COORDINATE WITH ELECTRICAL

DRAWINGS.

15. HEAT PUMP, COORDINATE WITH MECHANICAL

DRAWINGS.

16. CONDENSING UNIT, COORDINATE WITH

MECHANICAL DRAWINGS.

17. EVAPORATIVE COOLER, COORDINATE WITH

MECHANICAL DRAWINGS.

18. PREFINISHED METAL SILL CAP AND FLASHING.

19. 4" ALUMINUM WAVEGUIDE, 20.5" x 4" OPENING AT

9'-0" AFF TO CL, COORDINATE LOCATION WITH

TOWER LOCATION, COORDINATE WITH

ELECTRICAL DRAWINGS.

X

A202

1 NORTH ELEVATION

A202

2 EAST ELEVATION

0' 2' 4' 8' 16'

0' 2' 4' 8' 16' � ��

Original Signed By: Scott Roberts Date Signed: 11-30-2009

F.F. AT MEZZANINE

111' - 0"

T.O.F.

98' - 0"

T.O.P 120' - 0"

B.O.WIN.

114' - 7 1/2"

A301

A301

STORAGE

WORK AREA

WORK SHOP

COOP

B.O. WIN.

103' - 2"

F.F.

100' - 0"

F.F. AT MEZZANINE

111' - 0"

T.O.F.

98' - 0"

T.O.P 120' - 0"

A301

A302

STORAGE

UTILITIES

STORAGE

OFFICE

WORK AREA

B.O. WIN.

103' - 2"

NIC

B.O.S.D.

108' - 0"

F.F.

100' - 0"

F.F. AT MEZZANINE

111' - 0"

T.O.F.

98' - 0"

T.O.P 120' - 0"

B.O.WIN.

114' - 7 1/2"

T.O.P.

126' - 5"

A301

A302

WORK SHOP

B.O. WIN

120' - 11 1/2"

B.O.S.D.

108' - 0"

5 6

GENERAL NOTES

A. FOR DOOR AND WINDOW FRAME TYPES AND

LOCATIONS, RE: FLOOR PLANS AND SHEET A601.

B. FOR SIZE AND CONNECTION DETAILS OF WOOD

FRAMING COMPONENTS, COORDINATE WITH

STRUCTURAL DRAWINGS.

C. RE: ROOF PLAN SHEET A110 FOR ADDITIONAL

INFORMATION ON SPECIFIC ROOF ASSEMBLIES.

D. COORDINATE ALL ROOF PENETRATIONS WITH

RESPECTIVE TRADES.

E. RE: A901 FOR REFLECTED CEILING PLANS.

SHEET NOTES

1. STANDING SEAM METAL ROOFING.

2. 5" RIGID INSULATION.

3. METAL SOFFIT PANEL.

4. BATT INSULATION.

5. 2" RIGID INSULATION

6. FOOTING/CONCRETE SLAB, SEE STRUCTURAL

DRAWINGS.

7. WOOD TRUSSES, SEE STRUCTURAL DRAWINGS.

8. WALL MOUNTED EYE/FACE WASH, COORDINATE

WITH PLUMBING DRAWINGS.

9. BRICK VENEER.

10.R-38 BATT INSULATION.

X

A301

1 BUILDING SECTION 1

A301

2 BUILDING SECTION 2

A301

3 BUILDING SECTION 3

0' 2' 4' 8' 16'

0' 2' 4' 8' 16' 0' 2' 4' 8' 16'

A302

Original Signed By: Scott Roberts Date Signed: 11-30-2009

GENERAL NOTES

A. FOR DOOR AND WINDOW FRAME TYPES AND

LOCATIONS, RE: FLOOR PLANS AND SHEET A601.

B. FOR SIZE AND CONNECTION DETAILS OF WOOD

FRAMING COMPONENTS, COORDINATE WITH

STRUCTURAL DRAWINGS.

C. RE: ROOF PLAN SHEET A110 FOR ADDITIONAL

INFORMATION ON SPECIFIC ROOF ASSEMBLIES.

D. COORDINATE ALL ROOF PENETRATIONS WITH

RESPECTIVE TRADES.

E. RE: A901 FOR REFLECTED CEILING PLANS.

SHEET NOTES

1. STANDING SEAM METAL ROOFING.

2. 5" RIGID INSULATION.

3. METAL SOFFIT PANEL.

4. BATT INSULATION FULL HEIGHT OF STUD CAVITY.

5. 2" RIGID INSULATION

6. FOOTING/CONCRETE SLAB, SEE STRUCTURAL

DRAWINGS.

7. WOOD TRUSSES, SEE STRUCTURAL DRAWINGS.

STAIN EXPOSED TRUSSES PRIOR TO

INSTALLATION.

8. CORRUGATED METAL ROOFING, ATTACH TO

STEEL CHANNEL WITH 5/16" HEX WASHER HEAD

WITH SEALING WASHER

9. BRICK VENEER.

10.PREFINISHED METAL SILL CAP & FLASHING.

11.METAL FLASHING AND TRIM.

12.SOLID GROUTED CMU, SEE STRUCTURAL

DRAWINGS.

13.SHEATHING.

14.AIR BARRIER.

15. 1" AIR SPACE.

16.SHADING DEVICE, SEE STRUCTURAL FOR

ADDITIONAL INFORMATION, PAINT TO MATCH

ALUMINUM STOREFRONT.

17.VAPOR BARRIER.

18.Z FURRING.

19.PREFINISHED METAL FASCIA.

20.METAL WALL PANEL.

21.OUTRIGGERS, RE: STRUCTURAL.

22. ICE AND WATER SHIELD / UNDERLAYMENT.

23.FLASH AND SEAL AT PENETRATION.

24.VAPOR BARRIER.

25.4" FILL.

X

F.F.

100' - 0"

F.F. AT MEZZANINE

111' - 0"

T.O.F.

98' - 0"

T.O.P 120' - 0"

A302

A302

A302

A302

B.O. WIN.

103' - 2"

B.O.S.D.

108' - 0"

F.F.

100' - 0"

F.F. AT MEZZANINE

111' - 0"

T.O.F.

98' - 0"

T.O.P 120' - 0"

B.O.WIN.

114' - 7 1/2"

B.O. WIN.

103' - 2"

T.O.P 120' - 0"

F.F. AT MEZZANINE

111' - 0"

B.O.S.D.

108' - 0"

B.O. WIN.

103' - 2" F.F.

100' - 0"

A302

1 WALL SECTION 1

A302

2 WALL SECTION 2

A302

3 DETAIL AT OVERBUILD

0' 1' 2' 4' 8' 0' 1' 2' 4' 8'

0' 6" 1' 2' 4'

A302

4 DETAIL AT HEEL

A302

5 SHADING DEVICE DETAIL

A302

BRICK VENEER WAINSCOT

DETAIL

A302

BRICK VENEER AT FOUNDATION

DETAIL

0' 6" 1' 2' 4'0' 6" 1' 2' 4'

0' 4" 8" 16" 32" 0' 4" 8" 16" 32"

NOTE:

DOWNSPOUT NOT

SHOWN FOR CLARITY.

NOTE:

DOWNSPOUT NOT

SHOWN FOR CLARITY.

Original Signed By: Scott Roberts Date Signed: 11-30-2009

A401

A401

14 TREADS AT 11"

4' - 4"

T

R E

A D

S A

T

1" 4'

1' - 0"

GENERAL NOTES

A. FOR SIZE AND CONNECTION DETAILS OF

WOOD FRAMING COMPONENTS, COORDINATE

WITH STRUCTURAL DRAWINGS.

B. FOR REINFORCING OF CONCRETE SLABS,

FOOTINGS AND FOUNDATIONS, COORDINATE

WITH STRUCTURAL DRAWINGS.

C. PRIME ALL GUARDRAIL, HANDRAIL AND ALL

EXPOSED TO VIEW STEEL SECTIONS, U.N.O.

D. PAINT STAIR P2.

SHEET NOTES

1. STEEL GRATE TREADS.

2. STEEL CLOSED RISER, PAINT (TYP).

X

F.F.

100' - 0"

F.F. AT MEZZANINE

111' - 0"

A401

5 GUARDRAIL UPRIGHTS EQUALLY SPACED, NOT TO EXCEED 4'-0" O.C. 2' - 6"

3'

B.O.S.D.

108' - 0"

F.F.

100' - 0"

F.F. AT MEZZANINE

111' - 0"

A401

7" M

A X

E

Q R

IS

E

R S

4' - 7"

3'

11"

9"

EQ EQ

B.O.S.D.

108' - 0"

GUARDRAIL - 1 1/4" NOM. PIPE

CENTER BETWEEN TOP AND

BOTTOM RAIL. MAX SPACING NOT

TO EXCEED 4" - PAINT (TYP.)

TOP GUARDRAIL - 1 1/4" NOM. PIPE

- PAINT (TYP.)

HANDRAIL - 1 1/4" NOM. PIPE

- PAINT (TYP.)

GUARDRAIL UPRIGHT - 1 1/4"

NOM. PIPE WELDED TO STRINGER

- PAINT (TYP.)

STEEL CHANNEL STRINGER

- PAINT (TYP.)

BOTTOM GUARDRAIL - 1 1/4" NOM. PIPE

- PAINT (TYP.)

T O

P O

F H

A N

D R

A

IL

A B

O V

E N

O S

IN

G

3'

T O

P O

F G

U A

R D

R A

IL

A

B O

V E

N O

S

IN

G

3'

SERRATED BAR GRATING

TREADS WITH CLOSED RISER

HANDRAIL UPRIGHT - 1 1/4" NOM. PIPE

- PAINT (TYP.)

GUARDRAIL - 1 1/4" NOM. PIPE

CENTER BETWEEN TOP AND

BOTTOM RAIL. MAX SPACING NOT

TO EXCEED 4" - PAINT (TYP.)

BOTTOM GUARDRAIL - 1 1/4"

NOM. PIPE - PAINT (TYP.)

3'

3'

1/

8" E

Q E

Q E

Q E

Q E

Q E

Q

1 1/2" MIN.

1 3/4"

4" T

O E

K

IC

K

3/16" CONT CLOSURE PL