3-Bid26037 Drawings.pdf

A. UPON REMOVAL OF THE EXISTING ROOFING MATERIALS, THE

CONTRACTOR SHALL NOTIFY THE ARCHITECT TO INSPECT THE

CONDITION OF THE EXISTING ROOF DECKING. ALL AREAS DEEMED

DEFICIENT BY THE ARCHITECT SHALL BE REMOVED, REPLACED OR

REPAIRED. IF DAMAGED AREAS ARE UNANTICIPATED THE

CONTRACTOR SHALL PREPARE AN ESTIMATE TO COMPLETE THE

WORK FOR THE OWNERS APPROVAL.

B. COMPLETELY REMOVE ALL EXISTING METAL FASCIA AND COPING

INCLUDING EXTENDER PLATES, CLEATS, GRAVEL STOP, CLIPS AND

ALL DEVICES USED TO SECURE THE FASCIA AND COPING IN PLACE

AND NEEDED FOR TPO REMOVAL.

C. FLUSH ALL ROOF DRAINS THOROUGHLY USING HIGH PRESSURE

WATER JETTING. SNAKE EACH DRAIN AND SCOPE FOR DAMAGE

PRIOR TO BEGINNING DEMOLITION WORK. THE CONTRACTOR SHALL

BE RESPONSIBLE TO MECHANICALLY SNAKE ANY CLOGGED OR

SLOW DRAINING PIPING AND SHALL PROVIDE THE ARCHITECT WITH A

REPORT UPON VERIFYING THAT ALL DRAINS ARE OPERATIONAL.

DURING THE SCOPE OF WORK THE CONTRACTOR SHALL PROTECT

THE DRAIN PIPING TO PREVENT DAMAGE AND DEBRIS FROM

ENTERING THE EXPOSED PIPING.

D. COMPLETELY REMOVE AND DISPOSE OF EXISTING DRAIN BODY,

MASTIC, WATER CUT-OFF, SUMP AND VERIFY CONDITION OF THE

EXISTING PIPING, JOINTS AND FITTINGS. THE CONTRACTOR SHALL

BE RESPONSIBLE TO REPLACE ANY DAMAGED OR LEAKING FITTING

UP TO 10'-0" FROM THE FLOOR PENETRATION. PREPARE BOWL FOR

NEW RETROFIT DRAIN BODY. IF NECESSARY, CONTRACTOR SHALL

ACCESS THROUGH CEILING BELOW AND PROVIDE 36"X36" ACCESS

PANEL (TAPED, SPACKLER AND PAINTED AT ALL EDGES) FOR FUTURE

USE BY OWNER.

E. PRIOR TO ANY ROOFING DEMOLITION THE CONTRACTOR SHALL

WALK THE ROOF AND VERIFY THE HEIGHTS OF ALL MECHANICAL

EQUIPMENT ROOF CURBS AND PLUMBING VENT STACKS INDICATED

TO REMAIN. THE CONTRACTOR SHALL BE RESPONSIBLE TO EXTEND

THE CURBS, PIPING AND ELECTRICAL CONDUIT, ETC. AS NEEDED TO

COMPENSATE A MINIMUM OF 8" ABOVE ROOF SURFACE. ANY NON-

WORKING EQUIPMENT SHALL BE BROUGHT TO THE ATTENTION OF

THE ARCHITECT FOR IT WILL BE ASSUMED THAT ALL EQUIPMENT IS IN

GOOD OPERATING CONDITION PRIOR TO THE WORK STARTING.

F. THE CONTRACTOR SHALL TEMPORARILY DISCONNECT ALL EXISTING

ROOF MOUNTED ELECTRICAL AND MECHANICAL EQUIPMENT AS

REQUIRED TO REMOVE THE EXISTING ROOFING, WETHER INDICATED

ON THE DRAWINGS OR NOT. ITEMS INCLUDE BUT ARE NOT LIMITED

TO CONDUIT, BOXES AND VERTICALLY MOUNTED DEVICES AND LIGHT

FIXTURES. UPON COMPLETION THE ELECTRICAL AND MECHANICAL

EQUIPMENT SHALL BE RE-INSTALLED. THE CONTRACTOR SHALL

HAVE A LICENSED ELECTRICIAN RE-CONNECT AND EXTEND AS

REQUIRED ALL ELECTRICAL AND MECHANICAL CONNECTIONS TO

ENSURE PROPER WORKING ORDER.

G. WHERE EXISTING ABANDONED / OBSOLETE ROOF PENETRATIONS

ARE CALLED TO BE REMOVED THE CONTRACTOR SHALL

COMPLETELY REMOVE ALL BLOCKING, CURBS, FASTENERS, RAILS

AND DEVICES USED TO SECURE THE CURBS IN PLACE. UPON

REMOVAL THE OPENING SHALL BE IN FILLED USING CONSTRUCTION

SIMILAR TO THE ADJACENT AREA.

H. WHERE EXISITING OBSOLETE ELECTRICAL / PIPE PENETRATIONS ARE

CALLED TO BE REMOVED THE CONTRACTOR SHALL CUT BACK THE

EXISTING CONDUIT AND PIPING ONE FOOT BELOW THE ROOF DECK

AND SAFE OFF ALL WIRING. COMPLETELY REMOVE AND DISPOSE OF

EXISING PITCH POCKET AND FLASHINGS.

I. WHERE EXISTING ROOF MOUNTED GAS PIPING IS CALLED TO REMIN

THE CONTRACTOR SHALL SCRAPE, PRIME AND PAINT ALL PIPING

YELLOW.

J. WHERE EXISTING ROOF MOUNTED ELECTRICAL CONDUIT IS CALLED

TO REMAIN THE CONTRACTOR SHALL SCRAPE, PRIME AND PAINT ALL

GALVANIZED SECTIONS WITH A RUST INHIBITING TWO PART PRIMER,

COLOR GREY.

K. COORDINATE DEMOLITION SCOPE OF WORK WITH REQUIREMENTS

FOR NEW WORK. REPAIR ALL INCIDENTAL DAMAGE DONE TO

SURROUNDING AREAS THAT DEMOLITION WAS NOT REQUIRED.

L. WHEN APPLICABLE, COORDINATE DEMOLITION SCHEDULE AND TIMES

WITH OWNER AND OCCUPANTS BEFORE PROCEEDING WITH

CONSTRUCTION.

M. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS.

N CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD.

GENERAL NOTES

EXISTING PARAPET WALL

(48 TOTAL)EXISTING ROOFTOP

MECHANICAL SYSTEMS TO REMAIN,

(V.I.F)

EXISTING SKYLIGHT TO REMAIN

EXISTING ROOF DRAIN TO REMAIN

ROOF PLAN LEGEND

AREA OF ROOF TO BE REMOVED

• REMOVE EXISTING TPO ROOF

LAYER

• REMOVE ALL TPO PATCHES,

FLASHING

KEY NOTES #

1. REMOVE EXISTING TPO ROOFING, TPO FLASHING AND TPO

PATCHWORK

2. EXISTING HVAC UNITS TO REMAIN. PROTECT FROM DAMAGE.

EXSITING LADDER

EXISTING LADDER HATCH TO INTERIOR

EXSITING ROOF CRICKETS

200'-7" 111'-6"

127'-4" 8" 32'-1" 16'-4"

8"

13'-11" 22'-6" 74'-6"

EXSITING ROOF DRAINS

LEVEL 1

32,859 SQ.FT.

LEVEL 2

5,408 SQ.FT.

LEVEL 3

20,633 SQ.FT.

TOTAL ROOF TO REPLACE

59,158 SQ.FT.

LOWER EAST BUMPOUT

258 SQ.FT.

EXSITING ROOF CRICKETS

EXSITING ROOF DRAINS

1 2 3

A

B

C

1008 W Main St Boise, Idaho 83702 208.345.1800 colearchitects.com Copyright © 2022 Cole Architects, PLLC

CONSULTANT

STAMP

NOT FOR

CONSTRUCTION

DATE

PHASE

SHEET NUMBER

ISSUES

PROJECT INFORMATION

SHEET NAME

JOB NUMBER

BIDDERS ARE INSTRUCTED TO CAREFULLY REVIEW THE

CONSTRUCTION DOCUMENTS AND THE SITE CONDITIONS.

INFORMATION REGARDING THE COMPLETE WORK OF

SPECIFIC TRADES IS DISPERSED THROUGHOUT THE

ENTIRE DOCUMENT SET AND CANNOT BE ACCURATELY

DETERMINED BY REFERENCE TO OTHER THAN COMPLETE

DOCUMENT SET.

A101

2/16/2026

26-004

ISSUE FOR BID

ROOF PLAN -

EXISITING &

DEMOLITION

ADA COUNTY 400

BENJAMIN ROOF

REPLACEMENT

400 BENJAMIN LANE, BOISE, ID 83704

SCALE: 1/16" = 1'-0"1

ROOF PLAN - EXISITING

MARK DATE DESCRIPTION

A. COORDINATE INSTALLATION OF ROOFING WITH OTHER TRADES.

REPORT ANY CONFLICTS WITH ITEMS INSTALLED BY OTHER TRADES

TO ARCHITECT.

B. ALL ROOF CURBS FOR EXISTING ROOFTOP EXHAUST FANS, HVAC

UNITS AND CONDENSING UNITS SHALL HAVE CURB HEIGHTS THAT

WILL ALLOW FOR A MINIMUM OF 8" BASE FLASHING HEIGHTS FOR

THE ROOF SYSTEM.

C. ALL PLUMBING VENTS SHALL EXTEND ABOVE THE FINISHED SURFACE

OF THE ROOF SYSTEM AS REQUIRED TO PROVIDE FOR A MINIMUM OF

8" BASE FLASHING. PROVIDE FLASHING AROUND VENTS AND ROOF

PENETRATIONS PER ROOFING MANUFACTURER

RECOMMENDATIONS.

D. PROVIDE 36" WIDE WALK PADS AROUND PERIMETER OF ALL

MECHANICAL EQUIPMENT. PROVIDE 36" WIDE WALK PADS AROUND

ALL ROOF HATCHES & 72"X72" PADS AT LADDERS.

E. CONTRACTOR TO VERIFY CONDITION OF ALL EXISTING INCLUDING

AND PROVIDE SCOPE AND COST FOR REPLACEMENT. THIS INLCUDES

THOUGH IS NOT LIMITED TO ROOF COPING, GUTTERS,

DOWNSPOUTS, SCUPPERS, VENTS, PRE-FABRICATED CURBS,

FLASHING, COVERBOARD, VAPOR BARRIERS, DRAIN COVERS, DRAIN

CRICKETS AND ANY ADDITIONAL NON-STRUCURAL ROOF

COMPONENTS.

F. TAPERED INSULATION TO BE 1/4" PER FOOT MIN SLOPE TO DRAIN.

ROOF PLAN SHOWS TAPERED INSULATION FOR GRAPHIC

REPRESENTATION ONLY. CONTRACTOR TO VERIFY INSULATION

REQUIRED TO SLOPE PRIOR TO MEMBRANE INSULATION.

G. PROVIDE TAPERED INSULATION CRICKETS 1/4" PER FOOT MIN. SLOPE

@ HIGH SIDE OF ALL MECHANICAL UNITS AND ROOF HATCHES, TO

SHED WATER AROUND AND MAINTAIN POSITIVE ROOF DRAINAGE.

H. VERIFY ELEVATION OF ROOF DRAIN RELATIVE TO OVERFLOW

SCUPPER PRIOR TO INSTALLATION OF SCUPPER

I. PROVIDE SELF-ADHERING VAPOR RETARDER BETWEEN DECK AND

INSULATION. PROVIDE AIR TIGHT SEAL AROUND ALL DECK

PENETRATIONS AND DECK PERIMETER PRIOR TO INSTALLING VAPOR

BARRIER.

J. ALL WOOD NAILER AND BLOCKING TO BE TREATED. SECURE

NAILERS PER FM GLOBAL 1-49 PERIMETER FLASHING

REQUIREMENTS.

K. INSTALL MANUFACTURE'S RECOMMENDED PRESSURE-SENSITIVE

RUSS STRIP ALONG ENTIRE ROOF PERIMETER AND AT PERIMETER

OF ALL ROOF CURBS.

L. CONTRACTOR TO VERIFY ALL ROOFTOP MECHANICAL, ROOF DRAIN,

ROOF VENT, HATCH AND SKYLIGHT LOCATIONS IN FIELD.

M. CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS.

N. CONTRACTOR TO VERIFY ALL DIMENSIONS IN THE FIELD.

GENERAL NOTES

ROOF PLAN LEGEND

EXISTING PARAPET WALL

(48 TOTAL)EXISTING ROOFTOP

MECHANICAL SYSTEMS TO REMAIN

AREA OF ROOF TO BE REPLACED

WITH THE FOLLOWING

• REMOVE EXISTING TPO ROOF

LAYER TO PLYWOOD ROOF

DECKING

• REMOVE ALL FLASHINGS,

ADHESIVES, MECHANICAL

ATTACHMENTS AND EXISTING

ROOF INSTALLATION

MATERIALS

• REPLACE WITH NEW PVC OR

EQUIVALENT ROOF MEMBRANE

INSTALLED OR EXISTING ROOF

DECKING

EXISTING SKYLIGHT TO REMAIN

EXISTING ROOF DRAIN TO REMAIN

KEY NOTES #

LEVEL 1

32,859 SQ.FT.

LEVEL 2

5,408 SQ.FT.

LEVEL 3

20,633 SQ.FT.

Total Roof to be Replaced

59,158 SQ.FT.

LOWER EAST BUMPOUT

258 SQ.FT.

EXSITING LADDER

EXISTING LADDER HATCH TO INTERIOR

EXSITING ROOF CRICKETS

EXSITING ROOF DRAINS

EXSITING ROOF CRICKETS

EXSITING ROOF DRAINS

1 2 3

A

B

C

EXISTING INSULATED ROOF

HATCH

V .I .F

M

IN

NEW PVC OR EQUIVELANT

ROOF MEMBRANE,

ADHERED OVER EXISTING

CURB, INSTALL UP AND

UNDER CAP FLASHING

EXISTING ROOF

ASSEMBLY

3'-0"

EXISTING DRAIN

STRAINER

EXISTING

CLAMP RING.

EXISTING PIPE

EXSITING ROOF

ASSEMBLY

NEW PVC OR EQUIVALENT

ROOF MEMBRANE, ADHERED

OVER EXISTING ROOF DECK,

INSTALLED UNDER EXISTING

CLAMP RING

EXISTING WALL

ASSMEBLY

EXISTING WALL

ASSEMBLY

NEW PVC OR EQUIVALENT ROOF

MEMBRANE, ADHERED OVER

EXISTING INSULATION, INSTALLED

UNDER EXISTING PARAPE

COPING

EXISTING MECHANICAL UNIT

NEW PVC OR EQUIVALENT

ROOF MEMBRANE, ADHERED

OVER EXISTING CURB,

INSTALL UP AND UNDER CAP

FLASHING

EXISITNG

PREFABRICATED CURB

EXISTING ROOF ASSEMBLY

CANT STRIP PER MFR

NEW PVC OR EQUIVALENT ROOF

MEMBRANE, ADHERED OVER

EXISTING CURB, INSTALLED

UNDER SKYLIGHT FLASHING

EXISTING

PREFABRICATED CURB

EXISTING ROOF

ASSEMBLY

CANT STRIP PER MFR

EXISTING METAL FRAME SKYLIGHT

1008 W Main St Boise, Idaho 83702 208.345.1800 colearchitects.com Copyright © 2022 Cole Architects, PLLC

CONSULTANT

STAMP

NOT FOR

CONSTRUCTION

DATE

PHASE

SHEET NUMBER

ISSUES

PROJECT INFORMATION

SHEET NAME

JOB NUMBER

BIDDERS ARE INSTRUCTED TO CAREFULLY REVIEW THE

CONSTRUCTION DOCUMENTS AND THE SITE CONDITIONS.

INFORMATION REGARDING THE COMPLETE WORK OF

SPECIFIC TRADES IS DISPERSED THROUGHOUT THE

ENTIRE DOCUMENT SET AND CANNOT BE ACCURATELY

DETERMINED BY REFERENCE TO OTHER THAN COMPLETE

DOCUMENT SET.

A102

2/16/2026

26-004

ISSUE FOR BID

ROOF PLAN -

PROPOSED

ADA COUNTY 400

BENJAMIN ROOF

REPLACEMENT

400 BENJAMIN LANE, BOISE, ID 83704

SCALE: 1/16" = 1'-0"1

ROOF PLAN - PROPOSED

SCALE: 3/4" = 1'-0"2

ROOF HATCH DETAIL (TYP.)

SCALE: 1 1/2" = 1'-0"3

EXISTING ROOF DRAIN DETAIL (TYP.)

SCALE: 1 1/2" = 1'-0"4

EXISTING ROOF PARAPET DETAIL (TYP.)

SCALE: 1 1/2" = 1'-0"5

EXISTING MECHANICAL CURB DETAIL (TYP.)

SCALE: 1 1/2" = 1'-0"6

EXISTING SKYLIGHT DETAILS (TYP.)

AREA MAP VICINITY MAP

SITE

SITE

PROJECT INFORMATION

ADDRESS:

400 N. BENJAMIN LANE, BOISE, ID 83704

PROPERTY DESCRIPTION:

THE PROJECT INCLUDES REPLACEMENT OF THE EXISITING TPO ROOF

PARCEL NUMBER:

R9316230186

LOT SIZE:

N/A

NUMBER OF STORIES:

N/A

SQUARE FOOTAGE:

59,158 SF

CONSTRUCTION TYPE: V-B

OCCUPANCY:

N/A

LAND USE CODE:

N/A

FIRE SPRINKLERS:

N/A

MATERIALS

CONCRETE (SECTION)

GRANULAR FILL

WOOD - FINISH (SECTION)

COMPOSITE WOOD

STEEL

ACOUSTIC/THERMAL

INSULATION

(SECTION)

NEW WALL (PLAN & SECTION)

EXISTING WALL TO REMAIN

(PLAN & SECTION)

DEMO WALL (PLAN & SECTION)

EARTH

RIGID INSULATION

TEMPERED GLASS

SAND

PLYWOOD SHEATHING

(SECTION)

PLYWOOD SHEATHING

(PLAN/ELEVATION)

GYPSUM SHEATHING

RATED GYPSUM WALLBOARD

ALUMINUM

FROSTED GLASS

DIMENSIONAL LUMBER

CONTINUOUS (SECTION)

DIMENSIONAL LUMBER

BLOCKING (SECTION)

X

COLUMN GRID LINEX

EXISTING GRID LINE

X

X-XXX

SIM

X

X-XXX

SIM

XXXX

X

X

X

X

XXXX

X

X

X

X

BUILDING SECTION

WALL / ELEVATOR / STAIR

SECTION

INTERIOR ELEVATION

EXTERIOR ELEVATION

TRUE

NORTH ARROW

Name Elevation

LEVEL DATUM

SPOT ELEVATION

ELEVATION

x'-x"

XXXX

X

SIM

DETAIL - PLAN

VIEW TITLE

X

X

CENTERLINE

X'-X"

DIMENSION LINE TO FACE OF

STUD, FACE OF CONCRETE,

COLUMN LINE, OR AS NOTED

Name Only

XXX SF

XXX

ROOM TAG

ROOM NAME

ROOM NUMBER

AREA OR VOLUME

WALL TAG

WINDOW TAG

DOOR TAGXXX

VIEW NUMBER

SHEET NUMBER

VIEW NUMBER

SHEET NUMBER

VIEW NUMBER

SHEET NUMBER

VIEW NUMBER

SHEET NUMBER

KEYNOTE SYMBOL

X

X-XXX

SIM

DRAFTING VIEW - DETAIL

VIEW NUMBER

SHEET NUMBER

VIEW NUMBER

SHEET NUMBER

DRAWING NAME

DRAWING SCALE

ARCHITECTURAL SYMBOLS

XW6A

X

View Name

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

A. GENERAL PROJECT NOTES APPLY TO ALL SHEETS & SPECIFICATIONS. CONTRACTOR AND SUB-CONTRACTORS ARE TO REVIEW ALL CONTRACT DOCUMENTS AND COORDINATE THEIR SCOPE OF WORK WITH THE GENERAL CONTRACTOR AND OTHER SUB-CONTRACTORS. INFORMATION COMMON TO SEVERAL DRAWINGS MAY BE NOTED ON ONLY ONE. CONTRACTOR

IS RESPONSIBLE FOR ENTIRE SET OF DOCUMENTS.

B. IF INFORMATION ON SEPARATE SHEETS, DETAILS OR SPECIFICATIONS INDICATE CONFLICTING INFORMATION, THE CONTRACTOR IS TO NOTIFY THE ARCHITECT IMMEDIATELY BEFORE BIDS ARE FINALIZED TO CLARIFY SCOPE OF WORK. IF THE SCOPE OF WORK REMAINS UNCLEAR THEN THE CONTRACTOR OR SUB-CONTRACTOR IS INSTRUCTED TO PRICE AND PROVIDE

THE MOST EXPENSIVE SCOPE OF WORK OPTION IN THEIR BID.

C. COORDINATE CONSTRUCTION ACTIVITY WITH PROJECT SPECIFICATIONS. ALL SPECIFICATIONS, REFERENCED IN DRAWINGS OR NOT, SHALL BE PART THIS PROJECTS SCOPE OF WORK. MIS-NUMBERED (OR MISLABELED) SPECIFICATIONS OR REFERENCES ARE ALSO PART OF THIS PROJECTS SCOPE OF WORK AND SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT. THE CONTRACTOR IS RESPONSIBLE TO INCORPORATE ALL SPECIFICATIONS INTO THE PROJECTS SCOPE OF

WORK.

D. ALL BUILDING COMPONENTS & PRODUCTS ARE TO BE INSTALLED PER THE MANUFACTURER INTENDED USE AND WRITTEN RECOMMENDATIONS. THIS INCLUDES, BUT IS NOT LIMITED TO: REQUIRED CLEARANCES, REQUIRED ATTACHMENT TECHNIQUES, FASTENING METHODS & APPROVED SUBSTRATES. CONTACT ARCHITECT IMMEDIATELY BEFORE PROCEEDING WITH INSTALLATION OF COMPONENTS THAT DO NOT MEET THE MANUFACTURER'S RECOMMENDATIONS.

E. WHEN APPLICABLE, PROTECT ITEMS THAT ARE TO BE SALVAGED TO THE OWNER. THESE INCLUDE BUT NOT LIMITED TO:

WINDOWS, FRAMES, LIGHT FIXTURES, CEILING COMPONENTS, EQUIPMENT, MILLWORK, FIRE EXTINGUISHERS, CABINETS, AND CARPET. COORDINATE LOCATION AND TIME OF DELIVERY OF ITEMS TO BE RETURNED WITH THE OWNER.

F. WHERE APPLICABLE, ADJUST AND SUPPLEMENT EXISTING FIRE SPRINKLER SYSTEM AS REQUIRED TO COMPLY WITH APPLICABLE FIRE CODE. FIELD VERIFY EXISTING LOCATIONS PRIOR TO SUBMITTING SHOP DRAWINGS.

G. SCREEN MECHANICAL SYSTEMS FROM TRANSFERRING DUST AND DEBRIS FROM PROJECT AREA TO THE REMAINDER OF THE

BUILDING.

H. DO NOT SCALE DRAWINGS. IF SPECIFIC DIMENSIONS ARE NEEDED CONSULT ARCHITECT. FIGURED DIMENSIONS TAKE PRECEDENCE OVER SCALED DRAWINGS. WHERE DISCREPANCIES OCCUR, THEY SHALL BE REPORTED TO ARCHITECT FOR RESOLUTION. ALL DIMENSIONS ARE FROM GRIDLINE TO FACE OF STUD, FACE OF CONCRETE, CENTER OF COLUMN OR STEEL, ETC. UNLESS NOTED AS CLEAR, CLR OR OTHERWISE.

I. DETAILED DRAWINGS AND LARGER SCALE DRAWINGS TAKE PRECEDENCE OVER SMALLER SCALE DRAWINGS.

J. PROVIDE ADEQUATELY SIZED WALL BACKING, BLOCKING, ATTACHMENT PLATES, ANCHORS OR FASTENERS FOR ALL WALL MOUNTED BUILDING COMPONENTS, SUCH AS BUT NOT LIMITED TO MILLWORK, BATHROOM ACCESSORIES, HANDRAILS, LADDERS, SHELVING & ELECTRONIC DEVICES. WHERE SIZE AND TYPE OF ATTACHMENTS ARE NOT INDICATED, VERIFY SIZE

AND TYPE REQUIRED WITH ARCHITECT FOR LOAD CONDITIONS.

K. THE DRAWINGS INDICATE LOCATION, DIMENSIONS, REFERENCE, AND TYPICAL DETAILS OF CONSTRUCTION. THE DRAWINGS DO NOT INDICATE EVERY CONDITION. WORK THAT IS NOT SPECIFICALLY DETAILED SHALL BE OF CONSTRUCTION SIMILAR TO

PARTS THAT ARE DETAILED.

L. SUBCONTRACTORS FOR EACH TRADE ARE ADVISED THAT INFORMATION PERTINENT TO THEIR WORK MAY OCCUR IN OTHER PORTIONS OF THE CONTRACT DOCUMENTS. ALL NOTES ARE TO BE REVIEWED AND APPLIED TO RELATED BUILDING

DOCUMENTS.

M. WHERE NO MATERIAL NOTES OCCUR, THE GRAPHIC MATERIAL INDICATION SHALL INDICATE MATERIAL TYPES AND ITEMS.

SEE SYMBOL AND MATERIALS LIST ON THIS SHEET.

N. THE U. S. ENVIRONMENTAL PROTECTION AGENCY MUST BE NOTIFIED 10 WORKING DAYS IN ADVANCE FOR ALL RENOVATIONS

THAT DISTURB 260 L.F. /160 SQ. FT. /35 CU. FT. OF ASBESTOS CONTAINING MATERIALS.

O. ALL NEW CONSTRUCTION TO COMPLY WITH THE AMERICANS WITH DISABILITIES ACT ACCESSIBILITY GUIDELINES.

P. UNLESS OTHERWISE INDICATED ALL DRAWINGS, NOTES WHICH DO NOT READ "N.I.C.", "EXISTING", OR "EXISTING TO REMAIN", OR "BY OTHERS" SHALL INDICATE NEW WORK WHICH SHALL BE CONTRACTOR FURNISHED AND CONTRACTOR INSTALLED.

Q. THE CONTRACTOR(S) SHALL KEEP ALL AREAS OF CONSTRUCTION CLEAN AND FREE OF DEBRIS. AFTER CONSTRUCTION IS COMPLETE, THE GENERAL CONTRACTOR SHALL PROVIDE FINAL CLEAN UP. ENFORCE REQUIREMENTS STRICTLY. DISPOSE

OF MATERIALS LAWFULLY.

R. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS FOR ACCURACY PRIOR TO COMMENCING WITH

THE WORK. ANY DISCREPANCY SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT.

S. FIELD MEASUREMENTS: TAKE FIELD MEASUREMENTS AS REQUIRED TO FIT THE WORK PROPERLY. RECHECK MEASUREMENTS BEFORE INSTALLING EACH PRODUCT. WHERE PORTIONS OF THE WORK ARE INDICATED TO FIT TO OTHER CONSTRUCTION, VERIFY DIMENSIONS OF OTHER CONSTRUCTION BY FIELD MEASUREMENTS BEFORE FABRICATION.

COORDINATE FABRICATION SCHEDULE WITH CONSTRUCTION PROGRESS TO AVOID DELAYING THE WORK.

T. THIS PROJECT MAY NOT BE OCCUPIED UNTIL IT RECEIVES A CERTIFICATE OF OCCUPANCY AND FIRE DEPARTMENT APPROVAL

FROM GOVERNING JURISDICTION.

U. COORDINATE STRUCTURAL, MECHANICAL, ELECTRICAL, AND FIRE PROTECTION REQUIREMENTS, ROUTING, AND FIELD

VERIFY.

V. WHERE NEW CONSTRUCTION JOINS WITH EXISTING CONSTRUCTION, ALIGN FINISHED SURFACE OF NEW CONSTRUCTION

WITH EXISTING CONSTRUCTION.

W. WHEN REQUIRED PROVIDE COPY OF FIRE-RESISTANCE RATING ASSEMBLIES TO THE STRUCTURAL INSPECTOR FOR VERIFICATION OF TESTING/LISTING COMPLIANCE AND TO INSPECT ASSEMBLY CONSTRUCTION THEREWITH.

X. ALL CONSTRUCTION ADDENDA, CHANGE ORDERS, OR DESIGN CLARIFICATIONS TO THOSE ITEMS REGULATED BY THE CODES MUST BE SUBMITTED TO THE FIELD INSPECTOR FOR REVIEW AND APPROVAL PRIOR TO COMMENCING WITH ANY OF THE

PROPOSED WORK RELATED TO THE PROPOSED FIELD CHANGE.

Y. EXAMINATION AND ACCEPTANCE OF CONDITIONS: BEFORE PROCEEDING WITH EACH COMPONENT OF THE WORK, EXAMINE SUBSTRATES, AREAS, AND CONDITIONS WITH INSTALLER OR APPLICATOR PRESENT WHERE INDICATED, FOR COMPLIANCE WITH REQUIREMENTS FOR INSTALLATION TOLERANCES AND OTHER CONDITIONS AFFECTING PERFORMANCE. RECORD

OBSERVATIONS.

Z. EXAMINE ROUGHING-IN FOR MECHANICAL AND ELECTRICAL SYSTEMS TO VERIFY ACTUAL LOCATIONS OF CONNECTIONS BEFORE EQUIPMENT AND FIXTURE INSTALLATION. EXAMINE WALLS, FLOORS, AND ROOFS FOR SUITABLE CONDITIONS WHERE PRODUCTS AND SYSTEMS ARE TO BE INSTALLED. VERIFY COMPATIBILITY WITH AND SUITABILITY OF SUBSTRATES, INCLUDING

COMPATIBILITY WITH EXISTING FINISHES OR PRIMERS.

AA. PROCEED WITH INSTALLATION ONLY AFTER UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED. PROCEEDING WITH

THE WORK INDICATES ACCEPTANCE OF SURFACES AND CONDITIONS.

BB. MAKE JOINTS OF UNIFORM WIDTH. WHERE JOINT LOCATIONS IN EXPOSED WORK ARE NOT INDICATED, ARRANGE JOINTS FOR THE BEST VISUAL EFFECT. FIT EXPOSED CONNECTIONS TOGETHER TO FORM HAIRLINE JOINTS.

CC. GRAPHIC PATTERNS OR HATCHES SHOWN IN DRAWINGS REPRESENT CONSTRUCTION MATERIALS AND ARE NOT TO BE USED AS LITERAL CONSTRUCTION GUIDELINES. CONTRACTOR IS TO COORDINATE ALL MATERIAL LAYOUT PRIOR TO CONSTRUCTION AND PROVIDE WORK BASED ON MANUFACTURES RECOMMENDATIONS AND STANDARD CONSTRUCTION TECHNIQUES. IF QUESTIONS ARISE CONTACT ARCHITECT FOR INTERPRETATION PRIOR TO CONSTRUCTION.

DD. UNLESS NOTED OTHERWISE CONSTRUCT CASEWORK PER STANDARDS ESTABLISHED BY THE ARCHITECTURAL WOODWORK

STANDARDS MOST CURRENT ADDITION. CONSTRUCT PER CUSTOM FINISH DESIGN STANDARDS.

EE. THE CONTRACTOR IS RESPONSIBLE FOR BUILDING PURSUANT TO ALL BUILDING CODES IN EFFECT AND TO THE AUTHORITIES

HAVING JURISDICTION AS OF THE TIME OF PERMIT ISSUANCE.

GENERAL NOTES

ARCHITECT_______ ___ _

COLE ARCHITECTS

404 S. 8TH ST. STE

BOISE, ID 83702

IAN SCHMIDT

208.866.4660 ian@colearchitects.com

CLIENT___________ ___

ADA COUNTY OPERATIONS

11 N LATAH ST.

BOISE, ID 83704

JOSH BROWN

208-287-7614 jbrown@adacounty.id.gov

PROJECT CONTACT INFORMATION

CONTRACTOR_________

TBD

CONTACT NAME

CONTACT NUMBER

EMAIL

SHEET INDEX

GENERAL

G000 COVER SHEET

ARCHITECTURAL

A101 ROOF PLAN - EXISITING & DEMOLITION

A102 ROOF PLAN - PROPOSED

ABBREVIATIONS

ACT ACOUSTIC CEILING TILE

AFF ABOVE FINISH FLOOR

ALUM or AL ALUMINUM

APPROX APPROXIMATELY

BD BOARD

BLDG BUILDING

BM BEAM

CFCI CONTRACTOR-FURNISHED

CONTRACTOR-INSTALLED

CJ CONTROL/CONSTRUCTION JOINT

CL CENTER LINE

CLG or CLNG CEILING

CLR CLEAR

CMU CONCRETE MASONRY UNIT

COL COLUMN

CONC CONCRETE

CONT CONTINUOUS

CTR CENTER

DBL DOUBLE

DEMO DEMOLISH or DEMOLITION

DIA DIAMETER

DIAG DIAGONAL

DIM DIMENSION

DN DOWN

DS DOWNSPOUT

DWG DRAWING

(E) EXISTING

EA EACH

EJ EXPANSION JOINT

ELEV ELEVATION

EQ EQUAL

EXP EXPANSION

FD FLOOR DRAIN

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FF FINISH FACE

FIN FINISH

FLR FLOOR

FRT FIRE TREATED OR FIRE RETARDANT TREATED

FT FOOT or FEET

GA GAUGE

GALV GALVANIZED

GB or GYP BD GYPSUM BOARD

GWB GYPSUM WALL BOARD

GYP GYPSUM

HB HOSE BIB

HM HOLLOW METAL

HORIZ HORIZONTAL

HT HEIGHT

INSUL INSULATION

MAX MAXIMUM

MECH MECHANICAL

MFR or MANUF MANUFACTURER

MIN MINIMUM

MO MASONRY OPENING

N/A NOT APPLICABLE

NTS NOT TO SCALE

OC ON CENTER

OD OUTSIDE DIAMETER

OFCI OWNER-FURNISHED CONTRACTOR-INSTALLED

OFOI OWNER-FURNISHD OWNER-INSTALLED

OH OPPOSITE HAND

OPP OPPOSITE

PT PRESSURE TREATED

RAD RADIUS

RD ROOF DRAIN

REF REFERENCE

RO ROUGH OPENING

SIM SIMILAR

SPEC SPECIFICATION

STRUCT STRUCTURAL

TOC TOP OF CONCRETE

TOW TOP OF WALL

TYP TYPICAL

UNO UNLESS NOTED OTHERWISE

VERT VERTICAL

WD WOOD

WRB WEATHER RESISTIVE BARRIER

WWF WELDED WIRE FABRIC

1008 W Main St Boise, Idaho 83702 208.345.1800 colearchitects.com Copyright © 2022 Cole Architects, PLLC

CONSULTANT

STAMP

NOT FOR

CONSTRUCTION

DATE

PHASE

SHEET NUMBER

ISSUES

PROJECT INFORMATION

SHEET NAME

JOB NUMBER

BIDDERS ARE INSTRUCTED TO CAREFULLY REVIEW THE

CONSTRUCTION DOCUMENTS AND THE SITE CONDITIONS.

INFORMATION REGARDING THE COMPLETE WORK OF

SPECIFIC TRADES IS DISPERSED THROUGHOUT THE

ENTIRE DOCUMENT SET AND CANNOT BE ACCURATELY

DETERMINED BY REFERENCE TO OTHER THAN COMPLETE

DOCUMENT SET.

G000

2/16/2026

26-004

ISSUE FOR BID

COVER SHEET

ADA COUNTY 400

BENJAMIN ROOF

REPLACEMENT

400 BENJAMIN LANE, BOISE, ID 83704

2/16/2026

ISSUE FOR BID

ADA COUNTY 400 BENJAMIN ROOF REPLACEMENT

26-004

A. GENERAL NOTES APPLY TO ALL DRAWING SETS.

B. SPECIFICATION FOR BID PURPOSES ONLY. SPECIFICATION ARE

GENERAL GUIDELINES FOR COST ESTIMATION PURPOSES AND NOT

FOR CONSTRUCTION OR FINAL BID. CONTRACTOR IS RESPONSIBLE

FOR SPECIFICATION FOR ALL CONSTRUCTION PRODUCTS AND

MATERIAL SELECTIONS FOR FINAL BID.

GENERAL NOTES

• INCLUDED SPECIFICATION IS AN OWNER

PROVIDED PRODUCT SHEET. CONTRACTOR

TO PROVIDE PRICING OR CONTINGENCY IN

BID FOR PRODUCT OF EQUIVALENT

PERFORMANCE SPECIFICATIONS AS TO

OWNER PROVIDED PRODUCT SHEET (A103).

• CONTRACTOR TO INCLUDE PRICING OR

CONTINGENCY IN BID FOR REMOVAL OF

EXISTING ROOFING MATERIALS INCLUDING

BUT NOT LIMITED TO FLASHING, ADHESIVES,

MECHANICAL ATTACHMENTS AND EXISTING

ROOF INSTALLATION MATERIALS

• CONTRACTOR TO INCLUDE PRICING OR

CONTINGENCY IN BID FOR MATERIALS

REQUIRED IN MEANS AND METHODS OF

CONSTRUCTION. THIS INCLUDES BUT IS NOT

LIMITED TO PRIMARY 60 MIL (MIN)

MEMBRANE, SEALANTS, ADHESIVES,

FASTENERS, BRACKETS, CLIPS AND ANY

OTHER NECESSARY COMPONENTS FOR

INSTALLATION

• CONTRACTOR TO INCLUDE PRICING OR

CONTINGENCY IN BID FOR REPLACEMENT OF

DAMAGED OR INADEQUATE ROOFING

COMPONENTS INCLUDING BUT NOT LIMITED

TO ROOF COPING, GUTTERS, DOWNSPOUTS,

SCUPPERS, VENTS, PRE-FABRICATED

CURBS, FLASHING, COVERBOARD, VAPOR

BARRIERS, DRAIN COVERS, DRAIN CRICKETS

AND ANY ADDITIONAL NON-STRUCURAL

ROOF COMPONENTS.

• CONTRACTOR TO PROVIDE PRICING IN BID

FOR 30 YEAR MANUFACTURER WARRANTY.

ROOF PLAN LEGEND

INDICATES OWNER PREFERENCE

1008 W Main St Boise, Idaho 83702 208.345.1800 colearchitects.com Copyright © 2022 Cole Architects, PLLC

CONSULTANT

STAMP

NOT FOR

CONSTRUCTION

DATE

PHASE

SHEET NUMBER

ISSUES

PROJECT INFORMATION

SHEET NAME

JOB NUMBER

BIDDERS ARE INSTRUCTED TO CAREFULLY REVIEW THE

CONSTRUCTION DOCUMENTS AND THE SITE CONDITIONS.

INFORMATION REGARDING THE COMPLETE WORK OF

SPECIFIC TRADES IS DISPERSED THROUGHOUT THE

ENTIRE DOCUMENT SET AND CANNOT BE ACCURATELY

DETERMINED BY REFERENCE TO OTHER THAN COMPLETE

DOCUMENT SET.

A103

2/16/2026

26-004

ISSUE FOR BID

SPECIFICATION FOR

BID

ADA COUNTY 400

BENJAMIN ROOF

REPLACEMENT

400 BENJAMIN LANE, BOISE, ID 83704