2026-05-28_TILLAMOOK_COUNTY_COURTHOUSE_FOR BID - DRAWINGS.pdf

GENERAL NOTES - PROJECT

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ALL WORK IS TO COMPLY WITH CODES LISTED IN THE CODE SUMMARY TABLE ON THIS SHEET

CLASSIFICATION OF WORK:

LEVEL 2 CLASSIFICATION OF WORK

THE CONTRACTOR IS RESPONSIBLE TO CHECK THE PLANS AND IS TO NOTIFY THE ARCHITECT OF ANY

CONFLICTING INFORMATION PRIOR TO THE START OF CONSTRUCTION.

WRITTEN DIMENSIONS HAVE PRECEDENCE OVER SCALED DIMENSIONS. DO NOT SCALE THE

DRAWINGS. WHERE DIMENSIONS IN DRAWINGS DIFFER FROM EXISTING CONDITIONS. NOTIFY

ARCHITECT FOR CLARIFICATION OF DETAILING ADJUSTMENT FROM TO PROCESSING WITH WORK

HANDRAILS ARE REQUIRED ON ALL INTERIOR OR EXTERIOR STAIRS, UNO.

COLUMN DIMENSIONS ARE AS FOLLOWS:

COLUMNS: TO CENTERLINE OF COLUMN

WOOD WALLS: FACE OF FRAMING UNLESS NOTED OTHERWISE

CONCRETE: FACE OF FINISHED CONCRETE

FLOORS: FINISHED FLOOR ELEVATION (FFE)

READ DRAWINGS IN CONJUNCTION WITH PROJECT MANUAL(SPECIFICATIONS).

DO NOT SCALE DRAWINGS. VERIFY DIMENSIONS ON SITE.

DRAWINGS HAVE BEEN PRODUCED FROM AVAILABLE RECORD DOCUMENTS AND LIMITED FIELD

OBSERVATION. CONTRACTOR TO BRING DISCREPANCIES BETWEEN CERTA DOCUMENTS AND ACTUAL

PROJECT CONDITIONS TO THE IMMEDIATE ATTENTION OF THE ARCHITECT / CONSULTANT AND

REQUEST A REVIEW WHEN DISCREPANCIES ARE DISCOVERED.

EXECUTION OF THE CONTRACT BY THE CONTRACTOR IS A REPRESENTATION THAT THE CONTRACTOR HAS VISITED THE SITE, BECOME GENERALLY FAMILIAR WITH THE LOCAL CONDITIONS UNDER WHICH THE WORK IS TO BE PERFORMED AND CORRELATED PERSONAL OBSERVATIONS WITH REQUIREMENTS

OF THE CONTRACT DOCUMENTS.

CONTRACT DRAWINGS ARE COMPLIMENTARY, AND WHAT IS REQUIRED BY ANY ONE SHALL BE BINDING AS IF REQUIRED BY ALL. BEFORE STARTING EACH PORTION OF THE WORK, CAREFULLY STUDY AND COMPARE THE VARIOUS DRAWINGS AND OTHER CONTRACT DOCUMENTS RELATIVE TO THAT PORTION OF THE WORK, AS WELL AS INFORMATION FURNISHED BY OWNER. TAKE FIELD MEASUREMENTS OF ANY EXISTING CONDITIONS RELATED TO THAT PORTION OF THE WORK AND OBSERVE CONDITIONS AT

THE SITE AFFECTING IT. THESE OBLIGATIONS ARE FOR THE PURPOSE OF FACILITATING

CONSTRUCTION BY THE CONTRACTOR AND NOT FOR THE PURPOSE OF DISCOVERING ERRORS,

OMISSIONS, OR INCONSISTENCIES IN THE CONTRACT DOCUMENTS; HOWEVER, REPORT ERRORS,

OMISSIONS, OR INCONSISTENCIES DISCOVERED BY THE CONTRACTOR PROMPTLY TO THE

CONSULTANT AS A REQUEST FOR INTERPRETATION IN THE FORM PROVIDED IN THE PROJECT MANUAL.

REPETITIVE FEATURES, REGARDLESS OF ORIENTATION, NOT SHOWN ON DRAWINGS SHALL BE

COMPLETELY PROVIDED AS IF DRAWN IN FULL.

REPORT DISCREPANCIES IN CONTRACT DOCUMENTS TO ARCHITECT / CONSULTANT FOR

CLARIFICATION PRIOR TO COMMENCING WORK.

IMMEDIATELY NOTIFY ARCHITECT/ CONSULTANT UPON DISCOVERY OF ADDITIONAL UNFORESEEN

DAMAGE TO EXISTING CONSTRUCTION SCHEDULED TO REMAIN AND THAT IS OUTSIDE THE CONTRACT.

REQUEST A REVIEW. DO NOT COMMENCE RELATED WORK TO NEARBY WORK WITHOUT CONSULTANT

APPROVAL.

TRADE CONTRACTORS ARE RESPONSIBLE, FOR THE LAYOUT OF THEIR OWN WORK, AND TO SEE THAT THEIR WORK COMES TOGETHER WITH THAT OF OTHERS WITH THE DESIGN INTENT IDENTIFIED IN THE

DOCUMENTS. REPORT DISCREPANCIES ON DRAWINGS TO CONSULTANT FOR DECISIONS.

TRADE CONTRACTORS MUST ASSURE THEMSELVES THAT THEY HAVE THE LATEST DRAWINGS ISSUED

FOR CONSTRUCTION THE GENERAL CONTRACTOR IS TO MAINTAIN A WORKING SET IN THE

CONTRACTOR SITE OFFICE AND MAKE IT AVAILABLE FOR SUB-CONTRACTOR USE.

EMPLOY ORIGINAL JOURNEYMAN TRADESMAN OR ORIGINAL INSTALLERS OF NEW WORK TO PERFORM

CUTTING AND PATCHING OF NEW WORK. (IF APPLICABLE)

ALL RECONSTRUCTED WALLS TO MATCH (E) STUD FRAMING SIZING, SPACING, AND ANCHORING

PATTERNS, VERIFY EACH IS CONSISTENT WITH THE ORIGINAL DESIGN DOCUMENTS.

ALL REPAIRED, EXPOSED INSULATION IS TO HAVE A FLAME SPREAD RATING OF LESS THAN 25 AND A

SMOKE DENSITY RATING OF LESS THAN 450.

HANDRAILS ARE REQUIRED ON ALL INTERIOR OR EXTERIOR STAIRS, U.N.O. NOTIFY CONSULTANT IF

FOUND TO BE MISSING.

EXISTING BUILDING HEIGHT AND AREAS ARE NOT TO BE CHANGED.

EXISTING EMERGENCY LIGHTING AND EXIT PATHS TO BE MAINTAINED.

ABBREVIATIONS:

AL. ALUMINUM

APPROX. APPROXIMATE

ARCH. ARCHITECTURAL

BLDG. BUILDING

BOT. BOTTOM

COL. COLUMN

C.M.U. CONCRETE MASONRY UNIT

CONC. CONCRETE

CONT. CONTINUOUS

CONSTR. CONSTRUCTION

C/W COMPLETE WITH

DIA. DIAMETER

DIM. DIMENSION

DWG. DRAWING

D.S. DOWNSPOUT

EA. EACH

EL. ELEVATION

ELEC. ELECTRICAL

EQ. EQUAL

EQUIP. EQUIPMENT

EXIST. EXISTING

EXT. EXTERIOR

F.C. FIBER CEMENT

F.D. FLOOR DRAIN

FIN. FINISH

F.R.T.W. FIRE-RETARDANT TREATED WOOD

FURR FURRING OR FURRED

GA. GAUGE

GALV. GALVANIZED

G.W.B. GYPSUM WALL BOARD

GYP. GYPSUM

HORIZ. HORIZONTAL

INT. INTERIOR

INSUL. INSULATION

MAX. MAXIMUM

MEMB. MEMBRANE

MIN. MINIMUM

MISC. MISCELLANEOUS

N.I.C. NOT IN CONTRACT

N.T.S. NOT TO SCALE

O.C. ON CENTER

PLY PLYWOOD

OSB ORIENTED STRAND BOARD

P.T. PRESSURE TREATED

POLY. POLYETHYLENE

R RADIUS

REF. REFERENCE

REINF. REINFORCED

REQ'D REQUIRED

REV. REVERSED

R.D. ROOF DRAIN

R.W.A. RAINWATER LEADER

S.A.M. SELF ADHERED MEMBRANE

SEAL. SEALANT

SECT. SECTION

SIM. SIMILAR

SPEC. SPECIFICATION

S.O.G. SLAB-ON-GRADE

SST STAINLESS STEEL

STRUC. STRUCTURAL

T&G TONGUE AND GROOVE

T.B.A. TO BE CONFIRMED

TEMP. TEMPERATURE

T.O.W. TOP OF WALL

TYP. TYPICAL

U.N.O. UNLESS NOTED OTHERWISE

VERT. VERTICAL

V.I.F. VERIFY IN FIELD

W/ WITH

W/O WITHOUT

W.R.B. WEATHER-RESISTIVE BARRIER

& AND

@ AT

# NUMBER / POUNDS

± PLUS OR MINUS

L ANGLE

ENCLOSURE COMPONENT GENERAL NOTES:

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2.

1.

2.

3.

4.

1.

2.

3.

MEMBRANE INSTALLATION:

CLEAN AND PREPARE SURFACE PRIOR TO INSTALLATION OF ALL MEMBRANES IN ACCORDANCE TO

MANUFACTURERS' RECOMMENDATIONS OR AS DIRECTED BY CONSULTANT. APPLY PRIMERS TO

ACHIEVE FULL ADHESION.

PROVIDE SADDLE FLASHING AT INTERSECTIONS AT BALCONY/ROOF PARAPET AND WALL; BALCONY

EDGE TO WALL AND ALL SIMILAR TYPE TRANSITIONS THAT MAY OCCUR WITHIN THE BUILDING

ENVELOPE ASSEMBLIES.

METAL FLASHING:

FORM JOINTS ARE TO BE S-LOCK OR STANDING SEAMS UNLESS OTHERWISE APPROVED; FORM

INTERNAL & EXTERNAL CORNERS IN METAL FLASHINGS WITH JOINT ASSEMBLY SHOWN IN

DRAWINGS.

TERMINATE METAL FLASHINGS WITH UPFOLDED 1/2 IN. HIGH END DAMS OR KICKERS.

INSTALL METAL HEAD FLASHINGS WITH UPFOLDED END DAMS OVER WINDOWS AND DOORS.

EXTEND FLASHING AS DETERMINED BY CONSULTANT. CONTRACTOR TO FIELD VERIFY THAT METAL

HEAD FLASHING DOES NOT INTERFERE WITH OPERATION OF WINDOWS, DOORS OF ACCESS

PANELS

FORM FLASHINGS WITH 15° SLOPE TO DRAIN U.N.O.

EXTERIOR OPENINGS AND PENETRATIONS:

NO CONCERTED EFFORT HAS BEEN MADE BY CONSULTANT TO QUANTIFY THE EXTERIOR FIXTURES, SUCH AS LIGHT FIXTURES, CONVENIENCE RECEPTACLES, EXHAUST VENTS, PIPE PENETRATIONS, HOSE BIBS, ELECTRICAL OR METERS, ETC. CONTRACTOR SHALL PERFORM OWN QUANTITY

SURVEY.

INSTALL SEALANT JOINT WITH BACKER ROD AROUND INTERIOR PERIMETER OF OPENINGS FOR AIR

BARRIER CONTINUITY.

FORM EXTERIOR PERIMETER SEALANT JOINTS 3/8 IN. WIDE WITH CLOSED CELL BACKER ROD U.N.O.

MAINTAIN JOINT WIDTH:DEPTH RATIO OF 2:1.

REFERENCE SYMBOLS / LEGEND

DELTA REVISION INDICATOR

CLOUD AROUND REVISION

BUILDING SECTION

CBS-000

SIM

CBS-000

CBS-000

SIM

SECTION DETAIL NUMBER

DRAWING NUMBER

WHERE DRAWING IS

REFERENCED

DETAIL

NUMBER

SHEET

NUMBER

DETAIL REFERENCE(S)

DETAIL TITLE

1/4" = 1'-0" 1

DETAIL

NUMBER

TITLE REFERENCE

DRAWING NUMBER

WHERE DETAIL IS DRAWN

REVISION CLOUD

N

PROJECT NORTH ARROW

(DIRECTION USER DEFINED)

NORTH

BATT INSULATION

(EXISTING SHOWN)

EXISTING CONSTRUCTION

SCHEDULED TO REMAIN

GYPSUM SHEATHING

CONTINUOUS SEALANT BEAD

SEALANT APPLICATION OVER

BACKER ROD

INTERMITTENT SOLID LUMBER

CONTINUOUS SOLID LUMBER

DRAWING TERMS:

A.

B.

C.

D.

E.

F.

G.

H.

DEMOLISH: COMPLETELY REMOVE AND LEGALLY DISPOSE OF OFF-SITE.

NEW (ITEM): A TERM USED ON DRAWINGS TO INDICATE THAT AN ITEM IS PROVIDED AS NEW WORK.

ASSUME ALL WORK NOT NOTED AS EXISTING IS NEW UNLESS ADDRESSED BY ALLOWANCES AND/OR

ALTERNATES.

PROTECT (ITEM): A TERM USED ON DRAWINGS TO INDICATE AN ITEM REQUIRES PROTECTION FROM

THE WORK.

REMOVE (ITEM): A TERM USED ON DRAWINGS TO INDICATE A SPECIFIC ITEM TO BE DETACHED

FROM EXISTING CONSTRUCTION AND LEGALLY DISPOSED OF OFF-SITE, UNLESS INDICATED

OTHERWISE TO BE REMOVED, SALVAGED, AND REINSTALLED.

REMOVE AND REINSTALL (ITEM): A TERM USED ON DRAWINGS TO INDICATE A SPECIFIC ITEM TO BE DETACHED FROM EXISTING CONSTRUCTION, PREPARED FOR REUSE, AND REINSTALLED BACK IN ITS

EXISTING LOCATION.

RELOCATE (ITEM): A TERM USED IN DRAWINGS TO INDICATE AN EXISTING ITEM THAT HAS BEEN

REMOVED, AND TO BE REINSTALLED IN A NEW LOCATION.

SALVAGE (ITEM): CAREFULLY DETACH FROM EXISTING CONSTRUCTION, IN A MANNER TO PREVENT

DAMAGE READY FOR REUSE. INCLUDE FASTENERS OR BRACKETS NEEDED FOR REATTACHMENT IN

ORIGINAL LOCATION OR ELSEWHERE.

(E) OR EXISTING TO REMAIN (ITEM): A TERM USED ON DRAWINGS TO INDICATE EXISTING ITEMS OF

CONSTRUCTION THAT ARE NOT BE REMOVED AND THAT ARE NOT OTHERWISE INDICATED TO BE

REMOVED, SALVAGED, OR REMOVED AND REINSTALLED. EXISTING TO REMAIN IS INDICATED BY

GRAPHIC LINETYPE SYMBOL.

DELTA REVISION INDICATOR

CLOUD AROUND REVISIONPRIMARY SCOPE ELEMENTS & GENERAL CONDITIONS

• NO DEFERRED SUBMITTALS OR DELEGATED DESIGN ELEMENTS ARE ANTICIPATED

DEFERRED SUBMITTALS

CODE SUMMARY

CONSTRUCTION TYPE:

TYPE II-B, PER 2025 OSSC TABLE 601

STRUCTURE ORIGINALLY CONSTRUCTED CIRCA 1932. ASSUMED TO BE CONSTRUCTED PER THE

1930 EDITION OF THE ICBO / UNIFORM BUILDING CODE WITH LOCAL AMENDMENTS

OCCUPANCY CLASSIFICATION:

MIXED OCCUPANCY: ASSEMBLY A-3 (OSSC SECTION 303.4), BUSINESS B (OSSC SECTION 304)

ACCESSORY OCCUPANCY: INSTITUTIONAL GROUP I-3 (OSSC SECTION 308.4)

FIRE DETECTION AND SUPPRESSION:

EXISTING SMOKE DETECTION AND FIRE ALARM SYSTEMS TO REMAIN IN-SERVICE.

NFPA 13

EGRESS:

EXISTING PATHWAYS TO THE PUBLIC WAY TO REMAIN IN-SERVICE AND UNOBSTRUCTED

THROUGHOUT THE COURSE OF THE WORK.

PARKING:

NO CHANGE

BUILDING FOOTPRINT:

NO CHANGE

PROJECT TEAM

PHONE:

CONTACT:

EMAIL:

TILLAMOOK COUNTY COURTHOUSE

201 LAUREL AVENUE

TILLAMOOK, OR 97141

503-842-3404

RACHEL HAGERTY, CHIEF OF STAFF

rachel.hagerty@tillamookcounty.gov

PHONE:

CONTACT:

EMAIL:

ARCHITECT:

CERTA BUILDING SOLUTIONS

2715 SE 8TH AVE, SUITE 100

PORTLAND, OR 97202

888-952-3787

DAN RUNDLE

DRUNDLE@CERTASOLUTIONS.COM

DAN RUNDLE

ARCHITECT

OWNER

TAX LOT NO: 1S0930BC 02900

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GENERAL CONDITIONS:

PROJECT MOBILIZATION SHALL INCLUDE ALL CONTRACTOR AND SUBCONTRACTOR MOBILIZATION

COSTS.

PROJECT GENERAL REQUIREMENTS AND ALL MISCELLANEOUS COSTS ASSOCIATED WITH THE

COMPLETION OF THE WORK SHALL INCLUDE, BUT NOT BE LIMITED TO, DEMOLITION AND DISPOSAL;

WATER DAMAGE REMEDIATION; CLADDING REHABILITATION OR REPLACEMENT AS APPLICABLE;

WINDOW REHABILITATION AS APPLICABLE; ROOF REHABILITATION; AND PROJECT CLEAN UP.

CARRY PRICING FOR APPROPRIATE SITE SUPERVISION, PROJECT MANAGEMENT, OFFICE SERVICES, ON-SITE TEMPORARY OFFICE, MATERIAL STORING AND STAGING, FULL-TIME WEATHER PROTECTION, SCAFFOLDING, STAGING AND ACCESS, TEMPORARY SHORING, TEMPORARY FENCING SAFEGUARDS, PEDESTRIAN PROTECTION, WORK FACILITIES, CONSTRUCTION OFFICES, UTILITY COST, SECURITY

SUBMITTALS, RFI ’S, MOCK-UPS, PROJECT PROGRESS MEETINGS, RECORD DRAWINGS, ETC.

THE CONTRACTOR SHALL PROVIDE AFTER-HOURS AND WEEKEND SECURITY TO GUARD

CONSTRUCTION AT THE CONTRACTORS COST AND DISCRETION.

CONTRACTOR SHALL PROVIDE AN ORGANIZATIONAL CHART WITH THE PROPOSAL FOR STAFFING THE PROJECT. STAFFING MUST INCLUDE A PROJECT MANAGER, A SITE SUPERINTENDENT, AND AT LEAST

ONE FULL-TIME QUALITY CONTROL INSPECTOR.

CARRY ALLOWANCES FOR APPLICABLE TRADE PERMITS AND CGL INSURANCE.

LIMITED TRADE WORK WILL REQUIRE PERMITS. ALL SUCH WORK SHALL BE DONE UNDER PERMITS AS

REQUIRED BY THE CITY OF TILLAMOOK. INCLUDE ALL COST NECESSARY FOR SUBMISSION

DOCUMENTS REQUIRED TO PERMIT AND COMPLETE THIS PROJECT INCLUDING ALL NECESSARY AS- BUILTS, SHORING AND SURVEYS. PERMITS ARE EXPECTED TO BE REQUIRED FOR EACH INDIVIDUAL BUILDING (AS OPPOSED TO A SINGLE PERMIT FOR THE ENTIRE PROJECT) AND COSTS ARE TO BE

CARRIED AS SUCH.

CONTRACTOR SHALL MAINTAIN ALL INSURANCE COVERAGES IDENTIFIED IN THE CONTRACT.

EVERY EFFORT SHALL BE MADE BY THE CONTRACTOR TO NOT RELOCATE OCCUPANTS DURING THE DURATION OF THE CONSTRUCTION. CONTRACTOR IS RESPONSIBLE TO MAINTAIN FULL ACCESS TO

THE BUILDING DURING THE WORK UNLESS SPECIFICALLY APPROVED BY THE OWNER.

IT WILL BE THE CONTRACTOR ’S RESPONSIBILITY TO KEEP THE ENTIRE JOBSITE SAFE AND CLEAN

DURING THIS CONSTRUCTION. DAILY CLEAN-UP WILL BE REQUIRED THROUGHOUT THE

CONSTRUCTION PERIOD.

CONTRACTOR TO SUPPLY ALL DUMPSTERS AND DUMP FEES NECESSARY TO COMPLETE PROJECT.

ALL SUBCONTRACTOR CONTRACTS MUST BE SIGNED AND IN EFFECT PRIOR TO THE START OF

CONSTRUCTION. PROOF OF EXECUTED SUBCONTRACTOR AGREEMENTS SHALL BE PRESENTED BY

THE CONTRACTOR TO THE ASSOCIATION PRIOR TO ANY CONSTRUCTION OR STAGING TAKING PLACE.

UPON REINSTATEMENT OF PERMANENT STRUCTURAL LOAD SYSTEMS, REMOVE AND DISPOSE OF ANY

TEMPORARY SHORING MATERIALS IN PLACE PRIOR TO OR USED DURING THE COURSE OF

CONSTRUCTION PER LOCAL REQUIREMENTS.

PROVIDE ALL NECESSARY STAGING, HOARDING, AND WEATHER PROTECTION TO PERFORM THE

WORK WITHIN THE BASE COST.

PROVIDE ALL NECESSARY PREPARATIONS TO PERFORM THE WORK WITHIN THE BASE COST.

WATER AND WEATHER ENTRY INTO THE BUILDING THROUGHOUT THE DURATION OF CONSTRUCTION IS NOT TO OCCUR. CONTRACTOR SHALL BEAR ALL ASSOCIATED REPAIR COSTS SHOULD THIS OCCUR.

PRIMARY SCOPE ELEMENTS

THE PRIMARY REPAIR ELEMENTS OUTLINED WITHIN THE SCOPE OF REPAIR INCLUDE:

A. COMPREHENSIVE REROOFING OF EXISTING ASSEMBLY. EXISTING ROOF ASSEMBLY, COPINGS, AND TRANSITIONAL ELEMENTS TO BE DEMOLISHED. NEW CONVENTIONALLY INSULATED LOW-SLOPE

ROOF TO BE PROVIDED.

THIS SCOPE DOES NOT ADDRESS UNFORESEEN STRUCTURAL DEFICIENCIES, MECHANICAL SYSTEMS, OR

OTHER BUILDING SYSTEMS NOT DIRECTLY IMPACTED BY THE PROPOSED ENVELOPE RENEWALS.

CONSTRUCTION DOCUMENTS WERE NOT AVAILABLE FOR REFERENCE. ASSUMPTIONS WERE MADE

ABOUT THE EXISTING ROOFING ASSEMBLY TO THE BEST OF OUR ABILITY BASED ON FIELD

OBSERVATIONS AND NON-DESTRUCTIVE MOISTURE SCANNING AT SELECT AREAS NOTED IN THE PHOTO APPENDIX. THIS DOCUMENT MAY BE MODIFIED AS NECESSARY TO REFLECT EXISTING CONDITIONS AND

CORRESPONDING RECOMMENDATIONS AFTER EXISTING CONDITIONS ARE CONFIRMED DURING THE

CONSTRUCTION PHASE.

GOVERNING CODES:

BUILDING: 2022 OREGON STRUCTURAL SPECIALTY CODE (OSSC)

2021 OREGON EXISTING BUILDING CODE (OEBC)

ENERGY: 2021 OREGON ZERO ENERGY READY COMMERCIAL ENERGY CODE (OEESC)

ELECTRICAL: 2023 OREGON ELECTRICAL CODE

MECHANICAL: 2022 OREGON MECHANICAL SPECIALTY CODE (OMSC)

PLUMBING: 2023 OREGON PLUMBING CODE (OPC)

SITE

SITE

THIS DESIGN IS IN CONFORMANCE WITH THE PRESCRIPTIVE BUILDING ENVELOPE REQUIREMENTS

OF OEESC TABLE 5.5-4, AND AS NOTED BELOW FOR EACH BUILDING COMPONENT AND / OR

PORTION OF THE BUILDING.

BUILDING ELEMENTS (PER TABLE C402.1.3)

A.

B.

EXPOSED INSULATION MATERIALS, INCLUDING FACINGS AND VAPOR BARRIERS, SHALL HAVE A FLAME SPREAD INDEX NOT TO EXCEED 25 AND A SMOKE DENSITY NOT TO EXCEED 450, AND SHALL BE IN

SUBSTANTIAL CONTACT WITH THE WALL OR CEILING SURFACE.

ALL INSULATION SHALL STRICTLY CONFORM TO THE REQUIREMENTS OF UL LISTING WHERE USED IN UL

RATED ASSEMBLIES

4C MARINE

GROUP B (BUSINESS) + GROUP I-3 (INSTITUTIONAL)

GENERAL INSULATION AND ENERGY CODE NOTES:

R-30 CI-MIN

GENERAL NOTES - ENERGY CONSERVATION

REQUIRED

(GROUP B)

PROVIDED

(GROUP B)

ROOF ASSEMBLIES

R-30CIINSUL. ENTIRELY ABOVE DECK

CONSTRUCTION COMPONENT

2025 OREGON ENERGY EFFICIENCY SPECIALTY

CODE (ASHRAE 90.1-2022)APPLICABLE ENERGY CODE:

CLIMATE ZONE (TABLE C301.1):

OCCUPANCY TYPE(S) (IBC 302.1) :

STRUCTURAL - ROOF UPLIFT FORCES

GOVERNING CODE: OSSC 2022, ASCE 7-16

WIND SPEED: 130 MPH (TILLAMOOK COUNTY SPECIAL WIND REGION)

RISK CATEGORY: III

EXPOSURE: C

FLAT ROOF UPLIFT PRESSURES (ULTIMATE):

ZONE 3: -92.2 PSF

ZONE 2: -92.2 PSF

ZONE 1: -69.9 PSF

ZONE 1':-40.25 PSF

EDGE ZONE a = 21'-0" CORNER ZONE b = 7'-0" a

ZONE 3

ZONE 3 ZONE 3

ZONE 3

ZONE 2

ZONE 1

ZONE 1'

b

ISSUE DATE:

PROJECT NO.:

CHECKED BY:

ISSUED

FOR

BID

REVISIONS

www.certasolutions.com

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bu ild in g so lu tio ns

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These drawings and their content are the property of CERTA BUILDING SOLUTIONS and are to be utilized on this project. Reproduction of any part of this material, without the express written permission of CERTA BUILDING SOLUTIONS is prohibited.

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G000 COVER SHEET

02 - ARCHITECTURAL

A100 ROOF PLAN & TYP DETAILS

A300 ROOFING DETAILS

A301 ROOFING DETAILS

OWNER:

OWNER CONTACT:

CERTA PROJECT MANAGER:

PROJECT ADDRESS:

PROPERTY ID:

ZONING:

JURISDICTION:

PROJECT DATA

TILLAMOOK COUNTY

RACHEL HAGERY

DAN RUNDLE, drundle@certasolutions.com

210 LAUREL AVENUE, TILLAMOOK, OR 97141

02900

P, PUBLIC

TILLAMOOK

N.T.S

LOCATION MAP 2N.T.S

VICINITY MAP 3

OR24-084 - TILLAMOOK COUNTY COURTHOUSE - ROOF ONLY

210 LAUREL AVENUE, TILLAMOOK, OR 97141

ISSUED ON: 2026-05-28

NN N

N.T.S

PROJECT IMAGE 1

A300

A300

A300

A301

A200

A2003A200 3

A200

A301

A300

A2004 4 A301

A301

A301

A301

SL

OP

E

SLOPE

(E) RTUS

(E) OVERFLOW SCUPPER

SL

OP

E 1/4

"/F T

SLOPESLOPE

SLOPE 1/4"/FT SLOPE 1/4"/FT

SL

OP

E 1/4

"/F T

A300

RETROFIT DRAIN (E) OVERFLOW DRAIN

RETROFIT DRAIN

A301

SL

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OP

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A300 4 A300

A300

A300

A301

A301

EXISTING ANTENNA TO REMAIN.

PRESERVE EXISTING CURB AND

ENCAPSULATE WITH FULLY REINFORCED

PMMA FLASHING

EXISTING ABANDONED

CURB CONDITIONS.

REMOVE AS PART OF

WORK.

ENSURE NO

PINHOLES

FOLD AND BUTTON

PUNCH

NOTE(S):

THIS DETAIL IS CONCEPTUAL AND DESCRIBES DESIGN INTENT. IT DOES NOT PURPORT TO

SHOW ALL CONDITIONS. ALL FLASHING JOINTS AND TERMINATIONS TO BE PERMANENTLY

WATERTIGHT.

FULLY SEAL

ALL LAP

JOINTS

1/2 IN. VERT. FOLDED

END DAMS (NO PINHOLES

ALLOWED) OR SOLDERED

END DAMS

CHAMFER CORNERS

15° TYP

MI

N

3 3 /16

SLOPE

BRAKE FLASHING UPPER LEG

AT WINDOW HEAD TO ALLOW

FOR FLAT INSTALLATION OVER

NAILING FIN

AFFIX WITH BUTTON

PUNCH OR SIMILAR

ANCHORAGE AT LAP

15° TYP

1 1 /2"

1 1

/2"

SLOPE

BRAKE FLASHING UPPER LEG AT WINDOW

HEAD TO ALLOW FOR FLAT INSTALLATION

OVER NAILING FIN

1/2 IN. VERT. FOLDED

END DAMS (NO PINHOLES

ALLOWED) OR SOLDERED

END DAMS

CHAMFER CORNERS

SIZE TO ENSURE 1/2" GAP AT TOP

OF CLADDING, AND TO ENSURE 1"

MIN. COVERAGE OVER CLADDING,

U.N.O.

TWO (2) BEADS OF

SEALANT

15° SLOPE

1/2" HEMMED DRIP

EDGE BENT AT 45°

ANGLE

SIZE TO RECIEVE

TRIM AT CORNERS

3"

V.I.F. 1"

8.5" PRE-FINISHED

BACKER PLATE

4" LAP

4" MIN. HORIZ. LAP

BEDDING IN SEALANT

PRE-FINISHED BACKER PLATE

TWO (2) BEADS

OF SEALANT -

EACH SIDE

4" LAP

1/4"

15° MIN

SEE DETAIL FOR

PROFILE

6" MIN

(3) CONTINUOUS BEADS OF

NON SKINNING BUTYL

SEALANT. FULLY SEAL LAP

BAYONET CUT

TYPICAL LINEAR FLASHING

SPLICE AT COPING

LOW SIDE IF

SLOPED

HIGH SIDE

IF SLOPED

6" LAP

FULLY WATERPROOFED

COPING BELOW

FULLY SEALED, PREFABRICATED CORNER SOLDIER

OR BUTTON PUNCH CONNECTION. MOCK-UP

REQUIRED TO BE APPROVED BEFORE

INSTALLATION

FASTENERS PER SPECIFIC DETAIL. FASTENERS TO

BE GASKETED HEX HEAD NON-CORROSIVE

MATCHING COPING MATERIAL, UNO. HOLES TO BE

PRE-DRILLED (OVERSIZED OR SLOTTED) TO

ALLOW FOR EXPANSION AND CONTRACTION OF

COPING.

3'-0" MAX AT PREFORMED CORNERS EA SIDE

AT EXTERIOR SIDE,

CONTINUOUS SHEET METAL

CLEAT

NOTE(S):

THIS DETAIL IS CONCEPTUAL AND DESCRIBES DESIGN INTENT. IT DOES

NOT PURPORT TO SHOW ALL CONDITIONS. ALL FLASHING JOINTS AND

TERMINATIONS TO BE PERMANENTLY WATERTIGHT.

2 3

INSTALL PARTS 2-4 AFTER SPLIT SHROUD (PART

1) IS INSTALLED AROUND LINE-SET. FULLY

SOLDER ALL JOINTS, PROTECT LINE-SET

INSULATION FROM HEAT DURING INSTALLATION

STAINLESS STEEL SPLIT SHROUD TO ALLOW FOR

FLASHING LINE-SET IN PLACE WITHOUT

DISCONNECTION. FULLY SOLDER ALL JOINTS,

PROTECT LINE-SET INSULATION FROM HEAT

DURING INSTALLATION

NOTE(S):

THIS DETAIL IS CONCEPTUAL AND DESCRIBES DESIGN INTENT. IT

DOES NOT PURPORT TO SHOW ALL CONDITIONS. ALL FLASHING

JOINTS AND TERMINATIONS TO BE PERMANENTLY WATERTIGHT.

1. EXTEND ROOFING MEMBRANE UP AND

OVER PERIMETER PARAPET CONDITION - CUT

OPENING FOR SCUPPER AND SET INTO

SEALANT

FULLY SOLDERED, SHOP FABRICATED,

24 GAUGE STAINLESS STEEL

THROUGH-PARAPET SCUPPER

MOCK-UP REQUIRED TO BE APPROVED

BEFORE INSTALLATION

3"4"

6"

12" 3"

4"

2. SET SCUPPER INTO SEALANT

3. ADHERED STRIPPING PLIES

AT FLANGES OF SCUPPER

24 GA STAINLESS STEEL RING

WITH 2" FLASHING FLANGE -

OVERSIZE 3/4" LENGTH AND WIDTH

FOR 3/8" SEAL BETWEEN RING AND

OUTSIDE DIMENSION OF SCUPPER SIMILAR

TO SMACNA FIG. 1-30

2"

ISSUE DATE:

PROJECT NO.:

CHECKED BY:

ISSUED

FOR

BID

REVISIONS

www.certasolutions.com

TM

bu ild in g so lu tio ns

C E

R T

A

These drawings and their content are the property of CERTA BUILDING SOLUTIONS and are to be utilized on this project. Reproduction of any part of this material, without the express written permission of CERTA BUILDING SOLUTIONS is prohibited.

CO

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C:

\U se rs\

Br itta ny Ma rlin \A pp Da ta\ Lo ca l\A uto de sk \R ev it\A uto de sk R ev it 2

6\C oll ab or ati on Ca ch e\N

8A

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ROOF PLAN & TYP

DETAILS

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1/8" = 1'-0"

ROOF PLAN - NEW 1N

3" = 1'-0"

TYPICAL FLASHING JOINERY 3

3" = 1'-0"

TYPICAL COPING FLASHING AND LINEAR FLASHING LAP JOINT 2 3/8" = 1'-0"

SHROUD PENETRATION SEQUENCE 4

3" = 1'-0"

SCUPPER ISO. 5

1.

2.

A.

3.

4.

A.

CONTRACTOR SHALL MAINTAIN A RECORD OR "AS-BUILT" SET OF DRAWINGS, CLEARLY IDENTIFYING SUCH

DISCREPANCIES BETWEEN THE DRAWINGS AND THE AS-CONSTRUCTED CONDITIONS.

EDGE METAL AND DRIP ELEMENTS SHALL BE REPLACED AS PART OF THE WORK. PROVIDE MINIMUM 24

GAUGE PREFINISHED SHEET STEEL FLASHINGS PER THE DETAILS.

EDGE METAL SHALL BE ANCHORED INTO SOLID FRAMING IN COMPLIANCE WITH ANSI/SPRI ES-1.

SALVAGE HVAC SHROUDS AT EXISTING CURBS FOR REINSTALLATION AFTER COMPLETION OF THE NEW ROOF.

SHEET METAL COMPONENTS DIRECTLY RELATED TO THE NEW ROOFING SYSTEM SHALL BE REPLACED PER

THE DETAILS AND SPECIFICATIONS.

SHEET METAL NOT INCLUDED IN THE DETAILS SHALL BE INCLUDED AS PART OF THE BASE BID, AND AS

SURVEYED BY THE CONTRACTOR IN THE FIELD.

SCOPE OF REPAIR NOTES

07 5216 - MINERAL WOOL CANT

07 5216 - SBS CAP SHEET

07 5216 - SBS BASE SHEET

2"

1" 3"R1

NOTES:

1. REMOVE (E) METAL CLADDING AT SHORT PARAPETS

(E) MASONRY WALL

07 5216 - 22 GA PREFINISHED G90 GALV

SHEET STEEL COPING - INTERLOCK WITH

CLEAT - FABRICATION SHALL BE TESTED

TO MEET OR EXCEED ANSI/SPRI ES-1

07 5216 - 8" WIDE SPLICE PLATE W/ DUAL

NON-CURING SEALANT STRIPS AT EACH

JOINT

07 6200 - HIGH TEMP SELF-ADHERED

ROOF UNDERLAYMENT STRIPPING PLY

OVER DOWNWARD FACING

FASTENERS/ANCHORS

FASTEN IN THIRD FULL HOLE FROM DRIP - DO NOT

OVERTIGHTEN TO MAINTAIN 3/8" NEEDED GAP PER

GAF DETAIL

07 6200 - HIGH TEMP SELF-ADHERED

ROOF UNDERLAYMENT07 5216 - HIGH TEMP SELF-ADHERED ROOF

UNDERLAYMENT - DEGRANULATE CAP SHEET AT

LAP OVER SBS ROOF 2"

06 1600 - 5/8" GYPSUM SHEATHING

CONTINUOUS STRIP OF SELF-ADHERING

AIR/VAPOR BARRIER MEMBRANE

07 5216 - MINERAL WOOL CANT

07 5216 - SBS CAP SHEET

(E) CONCRETE PARAPET

07 5216 - SBS BASE SHEET

2"

1" 3"

8" M

IN

07 6200 - SHEET METAL

COUNTERFLASHING

R1

07 9200 - SEALANT BEAD

07 4113 - AEP SPAN 12" 24GA PRESTIGE

PANEL HORIZONTAL SIDING ATTACHED

WITH Z METAL CLOSURE PER MFR

07 2500 - FLUID APPLIED FLASHING

07 4113 - VERT GALV Z-GIRTS @ 24" OC

07 5216 - MINERAL WOOL CANT

07 5216 - SBS CAP SHEET

07 2500 - SELF ADHERED MEMBRANE

8" M

IN

07 6200 - STAINLESS STEEL SURFACE

MOUNTED COUNTER FLASHING W/

GUM LIP PROFILE

07 9200 - SEALANT GUM LIP

07 5216 - CONTINUOUS TERMINATION BAR AND

SEALANT - FASTENED @ 8" OC MAX THROUGH

BUTYL TAPE

1" 3"

2.6

2.6

R1

07 5216 - SBS BASE SHEET

(E) MASONRY OR MASS WALL SUBSTRATE TO REMAIN

STAINLESS STEEL, GASKETED, MASONRY ANCHORS AT 10 IN. OC, TYP.

(E) CONCRETE ROOF STRUCTURE

TO REMAIN

07 5216 - TAPERED RIGID INSULATION (R-30 MIN)

07 5216 - 1/2" HD INSULATIVE COVER BOARD

07 5216 - SBS BASE SHEET

07 5216 - SBS CAP SHEET

07 5216 - AIR & VAPOR BARRIER ROOF MEMBRANE

R1

OUTSIDE

INSIDE

FACTORY-PRIMED GYPSUM COVERBOARD

SLOPE 1/4: 12 TO DRAIN (MIN.)

07 5216 - SBS PRIMER

07 5216 - MINERAL WOOL CANT

07 5216 - SBS CAP SHEET

(E) PENTHOUSE

07 5216 - SBS BASE SHEET

2"

1" 3"R1

R1

07 6200 - 22 GA CONT GALV CLEAT -

ANCHOR PER ANSI/SPRI ES-1

07 7100 - 22 GA PREFINISHED G90 GALV SHEET STEEL

COPING - INTERLOCK WITH CLEAT - FABRICATION

SHALL BE TESTED TO MEET OR EXCEED ANSI/SPRI

ES-1

SELF-ADHERING HIGH-TEMPERATURE RESISTANT

UNDERLAYMENT

07 9200 - SEALANT BEAD

07 9200 - SEALANT BACKER ROD

(E) EXTERIOR BRICK MASONRY WALL

07 6200 - SHEET METAL SCUPPER W/ WELDED

JOINTS & SLOPED TO EXTERIOR - SET IN

SEALANT

- SEE SMACNA FIG. 1-30

07 6200 - SHEET METAL SCUPPER

FLANGE

07 7100 - ANCHOR PLATE @ 5'-0" OC

CONT. BASE PLY INTO SCUPPER

ROUGH OPENING

07 6200 - STAINLESS STEEL REGLET COUNTERFLASHING

07 9200 - SEALANT BACKER ROD

07 5216 - SBS BASE FLASHING SHEET

2X PT BLOCKING

ANCHOR INTO (E) DECK

1" 4"

2"

07 5216 - MINERAL WOOL CANT

07 5216 - SBS BASE SHEET

07 5216 - PMMA MEMBRANE

07 5216 - PMMA MEMBRANE

07 5216 - SBS CAP SHEET

07 5216 - MINERAL WOOL CANT

DE-GRANULATE TOP SHEET

UNDER COPING TO ALLOW

HIGH-TEMP SAM

ADHERANCE

SELF-ADHERING HIGH-TEMPERATURE

RESISTANT UNDERLAYMENT OVER

FASTENERS

(E) WOOD BLOCKING - REPLACE WITH PT

AS NEEDED

R1

MASTIC - SCUPPER IS TO BE SET INTO BITUMINOUS MASTIC OVER

SBS BASE PLY

AIR/VAPOR BARRIER MEMBRANE -

TRANSITION FROM ROOF DECK TO

THE TOP OF THE SCUPPER

ROUGH OPENING

PRIME HORIZONTAL LEG OF COPING - SET IN

MASTIC AND FASTEN PER ANSI/SPRI ES-1

07 6200 - HIGH TEMP SELF-ADHERED

ROOF UNDERLAYMENT

THIN BRICK VENEER - SOLDIER COURSE

5/8" CEMENT BOARD

07 2500 - VAPOR PERMEABLE FLUID

APPLIED WRB

07 5216 - SBS CAP SHEET

(E) MASONRY WALL

07 5216 - SBS BASE SHEET

ELASTOMERIC ROOF SEALANT

06 1600 - 5/8" GYPSUM SHEATHING

07 5216 - 22 GA PREFINISHED G90 GALV SHEET STEEL

COPING - INTERLOCK WITH CLEAT - FABRICATION SHALL

BE TESTED TO MEET OR EXCEED ANSI/SPRI ES-1

07 5216 - SBS BASE SHEET

07 5216 - SBS BASE STRIPPING PLY

07 5216 - SBS CAP SHEET

SET COPING IN FULL BED OF MASTIC

4".07 5216 - ELASTOMERIC ROOFING SEALANT

07 9200 - SEALANT BEAD

SAW CUT REGLET INTO (E) MASONRY WALLS -

MIN 3/4" DEEP OR 1/4" GREATER THAN

HORIZONTAL LEG OF REGLET

07 6200 - SHEET METAL FLASHING

07 5216 - CONTINUOUS TERMINATION BAR AND

SEALANT - FASTENED @ 8" OC MAX THROUGH

BUTYL TAPE

1" 3"R1

SIM

(E) STRUCTURE - GC TO REVIEW CONDITION W/

ARCHITECT AFTER ROOF IS REMOVED

8 I N.

M

IN

ISSUE DATE:

PROJECT NO.:

CHECKED BY:

ISSUED

FOR

BID

REVISIONS

www.certasolutions.com

TM

bu ild in g so lu tio ns

C E

R T

A

These drawings and their content are the property of CERTA BUILDING SOLUTIONS and are to be utilized on this project. Reproduction of any part of this material, without the express written permission of CERTA BUILDING SOLUTIONS is prohibited.

CO

PY

RI

G

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DRAWN BY:

C:

\U se rs\

Br itta ny Ma rlin \A pp Da ta\ Lo ca l\A uto de sk \R ev it\A uto de sk R ev it 2

6\C oll ab or ati on Ca ch e\N

8A

JR

R5

XL

3G

Q2 U\

1f9 6-c0

-4 f8e

-8

7-ac f0d f\6 c6 d-aa e2 -4 b9 f-b

4-cb

3ff d5 1.r vt

A300

2026-05-28

OR24-084

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ROOFING DETAILS

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3" = 1'-0"

2-PLY SBS MEMBRANE - PARAPET DETAIL W/ NEW COPING AT CONC WALL 5

3" = 1'-0"

2-PLY SBS MEMBRANE - TALL PARAPET DETAIL W/ (E) FLASHING AT CONC WALL 2

3" = 1'-0"

2-PLY SBS MEMBRANE - ROOF TO WALL - CONCRETE WALL AND DECK 8

3" = 1'-0"

TYPICAL CONCRETE ROOF ASSEMBLY 1

3" = 1'-0"

2-PLY SBS MEMBRANE - ROOF PENTHOUSE TRANSITION 3

3" = 1'-0"

2-PLY SBS MEMBRANE - THRU-WALL OVERFLOW SCUPPER 7

3" = 1'-0"

COPING AT TOP OF BRICK FACADE TO UPPER ROOF 6 3" = 1'-0"

COPING AT TOP OF METAL PANEL TO UPPER ROOF 9

3" = 1'-0"

ROOF TO WALL TRANSITION AT BRICK 4

MULTI-PIECE LINE-SET SHROUD - SEE

DETAIL SEQUENCE

REMOVABLE SCREEN

(E) LINE-SET AND INSULATION

FILL INSIDE OF SHROUD BETWEEN

LINE-SET AND SHROUD WALLS

WITH SPRAY FOAM BEFORE CAP IS

INSTALLED

MAXELL M.A.P - SELF-ADHESIVE

RUBBER PIPE SEALER - SIZE TO

MATCH TOTAL LINESET DIA

1" 3" 07 5216 - SBS BASE SHEET

SET BOTTOM FLANGE OF SHROUD

IN ROOFING SEALANT

MI

N

8" C

LE

AR

AN

CE

R1R1

07 5216 - SBS CAP SHEET

07 5216 - FULLY-REINFORCED LIQUID

APPLIED FLASHING MEMBRANE

07 5216 - PMMA PASTE

07 5216 - FULLY-REINFORCED LIQUID

APPLIED FLASHING MEMBRANE

G90 GALV - UNISTRUT PIPE STANCHION

07 5216 - PMMA PASTE

NOTES:

1. REFERENCE SPECIFICATION FOR MEMBRANE ADHESIVE TYPE, AND INSULATION/COVER BOARD TYPE AND ATTACHMENT METHOD.

2. PREPARE AND CLEAN PIPE PRIOR TO APPLYING FLASHING.

8"

WEDGE ANCHOR EXPANSION BOLTS -

CONTRACTOR TO VERIFY LOCATION OF

REINFORCING BEFORE DRILLING AND

INSTALLING ANCHORS

2" POLYURETHANE FOAM THERMAL

BREAK BLOCK (BOD: ARMATHERM

500-080)

DO NOT PROVIDE THERMAL BREAK AT

THE BASE OF FALL PROTECTION

ANCHORS, TYP.

R1 R1

07 5216 - FULLY-REINFORCED LIQUID

APPLIED FLASHING MEMBRANE

(E) PIPE PENETRATION

SEAL AIR/VAPOR BARRIER

MEMBRANE TO PENETRATION

07 5216 - PMMA PASTE

NOTES:

1. REFERENCE SPECIFICATION FOR MEMBRANE ADHESIVE TYPE, AND INSULATION/COVER BOARD TYPE AND ATTACHMENT METHOD.

2. PREPARE AND CLEAN PIPE PRIOR TO APPLYING FLASHING.

8"

8"

R1 R1

(E) HVAC SHROUD -

REMOVE & REINSTALL

07 6200 - 24ga G90 GALV COUNTER FLASHING

NEW FRT LVL FRAMING AS NEEDED TO ELEVATE

CURB AS PART OF INCREASED HEIGHT OF ROOF

DUE TO INSULATION. CONNECT TO LOWER CURB

W/ LTP5 PLATES - ANCHOR INSIDE CORNERS WITH

A34 ANGLES

100% BUTYL SELF-ADHERED

FLASHING MEMBRANE - LAP DOWN 2"

07 6200 - 24 GA BACK ANGLE

SET IN SEALANT

(E) CURB FRAMING TO REMAIN

07 5216 - MINERAL WOOL CANT

07 5216 - SBS BASE SHEET

07 5216 - SBS CAP SHEET

07 6200 - SST GASKETED FASTENERS

1" 3" R1 R1

ROOF SYSTEM

STAINLESS STEEL HOSE CLAMP TO FASTEN LINE-SET COVER

INSIDE PENETRATION FLASHING

UV RESISTANT PVC PROTECTIVE INSULATION COVER FOR

LINESET - LENGTH SHALL BE SUFFICIENT TO COVER LINE-SET

COMPLETELY FROM PIPE BOOT TO OUTDOOR UNIT CONNECTIONS

(BASIS OF DESIGN: AIREX MANUFACTURING E-FLEX GUARD)

OUTDOOR HVAC UNIT

OUTDOOR HVAC UNIT PAD OR MOUNT

HVAC LINE-SET PENETRATION BOOT OVERVIEW

EXTERIOR

INTERIOR

SEAL LINESETS AT INSIDE END OF PENETRATION

WITH APPROVED COMPATIBLE ACRYLIC BASED

FLASHING TAPE

A301

HVAC LINE-SET WITH INSULATION FULLY TAPED AND

SEALED (BOD: ISOTECH UV LINESET OR OTHER

FORMICARY CORROSION RESISTANT LINESET) - ONLY ONE

LINESET PER PIPE PENETRATION IS ALLOWED

SEAL ENDS OF LINESET INSULATION TO EXPOSED

LINESET PIPING W/ SIKAFLEX 521 UV SEALANT

(E) LARGE HVAC EQUIP TO

REMAIN

SEAL AIR/VAPOR BARRIER

MEMBRANE TO CURB

07 5216 - CONTINUOUS TERMINATION BAR

AND SEALANT - FASTENED @ 8" OC MAX

THROUGH BUTYL TAPE

(E) CURB FRAMING TO REMAIN

07 2500 - 100% BUTYL SELF-ADHERED FLASHING

MEMBRANE - LAP DOWN OVER BAR

07 5216 - MINERAL WOOL CANT4"

M

IN

07 6200 - SHEET METAL FLASHING

07 9200 - SEALANT BEAD

07 5216 - SBS CAP SHEET

1" 3" R1

07 5216 - SBS BASE SHEET

R1

NOTES:

1. REFERENCE SPECIFICATION FOR MEMBRANE ADHESIVE TYPE,

AND INSULATION/COVER BOARD TYPE AND ATTACHMENT METHOD.

07 5216 - RETROFIT ROOF DRAIN/OVERFLOW

W/ STRAINER BASKET - SEALED TO (E) PIPE

FASTENER(S) & STRESS PLATE(S)

12" O.C. AROUND SUMP AREA

SLOPE = 1/2:12

DRAIN BOWL & CLAMP

(E) DRAIN LEADER

CONNECTION HUB

R-

M

IN

07 5216 - SBS BASE SHEET

07 5216 - PMMA MEMBRANE

07 5216 - SBS CAP SHEET

06 1000 - 2X4 PT FRAMING

07 2000 - HFO CC SPRAY-FOAM INSULATION - ENSURE

INSTALLED DEPTH (~1.5") DOES NOT INTERFERE WITH

DRAIN INSTALL

07 2000 - HFO CC SPRAY-FOAM INSULATION ~4"

DEPTH

6" 4"

STRAINER & CLAMPING RING

07 5216 - 2-PLY SBS CAP PLY

07 5216 - SBS BASE PLY

FULLY REINFORCED LIQUITEC POLYUREA

FLASHING MEMBRANE - EXTEND INTO

PREPARED DRAIN BOWL

SLOPED RIGID ROOF INSULATION

OVERHEAD VIEW

1'-4".

6" LAP

4'-0".OVERFLOW DRAIN - CONNECT TO (E) PRIMARY

DRAINAGE DOWNSTREAM OF LAST

HORIZONTAL OFFSET BELOW THE ROOF - DEGRANULATE

AT PMMA OVERLAP

R1(E) EXTERIOR BRICK MASONRY WALL

07 9200 - SEALANT BACKER ROD

FLUID APPLIED VAPOR OPEN WRB OVER

BRICK

07 9200 - SEALANT GUM LIP

(E) STRUCTURE

GALV END CHANNEL SUPPORT FOR METAL PANEL - FASTEN

TO Z-FURRING W/ HORIZONTAL STRUTS PER MFR

REQUIREMENTS

AEP SPAN 12" 24GA PRESTIGE PANEL HORIZONTAL

SIDING ATTACHED WITH Z METAL CLOSURE PER MFR

PRE-FINISHED VERTICAL SHEET METAL CORNER FLASHING

W/GUM LIP - FASTEN W/ GASKETED FASTENERS PER MFR'S

REQUIREMENTS

VERT GALV Z-GIRTS @ 24" OC

PROVIDE NEW DOOR: CURRIES / ASSA ABLOY

SERIES 707, 16 GAUGE, WITH A SERIES 346

WATER-SHEDDING DRIP AT THE HEAD

CONDITION. FIELD PAINTED, WITH SHERWIN-

WILLIAMS DTM PRO INDUSTRIAL PAINT

07 6200 - SHEET METAL FLASHING

FILL CAVITY WITH

SEALANT

R1

07 5216 - MINERAL WOOL CANT

07 5216 - SBS CAP SHEET

07 5216 - SBS BASE SHEET

08 5300 - PVC SHIM

NEW 4X PPT WOOD SILL

NEW ALUMINUM STYLE SADDLE THRESHOLD PEMKO OR EQUAL

1.

2.

A.

3.

4.

A.

CONTRACTOR SHALL MAINTAIN A RECORD OR "AS-BUILT" SET OF DRAWINGS, CLEARLY IDENTIFYING SUCH

DISCREPANCIES BETWEEN THE DRAWINGS AND THE AS-CONSTRUCTED CONDITIONS.

EDGE METAL AND DRIP ELEMENTS SHALL BE REPLACED AS PART OF THE WORK. PROVIDE MINIMUM 24

GAUGE PREFINISHED SHEET STEEL FLASHINGS PER THE DETAILS.

EDGE METAL SHALL BE ANCHORED INTO SOLID FRAMING IN COMPLIANCE WITH ANSI/SPRI ES-1.

SALVAGE HVAC SHROUDS AT EXISTING CURBS FOR REINSTALLATION AFTER COMPLETION OF THE NEW ROOF.

SHEET METAL COMPONENTS DIRECTLY RELATED TO THE NEW ROOFING SYSTEM SHALL BE REPLACED PER

THE DETAILS AND SPECIFICATIONS.

SHEET METAL NOT INCLUDED IN THE DETAILS SHALL BE INCLUDED AS PART OF THE BASE BID, AND AS

SURVEYED BY THE CONTRACTOR IN THE FIELD.

SCOPE OF REPAIR NOTES

NOTES:

1. REMOVE (E) METAL CLADDING AT SKYLIGHT

(E) SKYLIGHT HOUSING - REMOVE AND

REINSTALL AS PART OF ROOFING

RENEWAL

07 6200 - 24ga G90 GALV COUNTER FLASHING

NEW FRT LVL FRAMING AS NEEDED TO ELEVATE

CURB AS PART OF INCREASED HEIGHT OF ROOF DUE

TO INSULATION. CONNECT TO LOWER CURB W/ LTP5

PLATES - ANCHOR INSIDE CORNERS WITH A34

ANGLES

100% BUTYL SELF-ADHERED FLASHING

MEMBRANE - LAP DOWN 2"

07 6200 - 24 GA BACK ANGLE

SET IN SEALANT

(E) CURB FRAMING TO REMAIN

07 5216 - MINERAL WOOL CANT

07 5216 - SBS BASE SHEET

07 5216 - SBS CAP SHEET

07 6200 - SST GASKETED FASTENERS

R1

3" = 1'-0"

2-PLY SBS MEMBRANE - EQUIPMENT STANCHION PENETRATION - CONCRETE 3

3" = 1'-0"

07 5216 - 2-PLY SBS MEMBRANE - LINE-SET SHROUD PENETRATION 2 3" = 1'-0"

2-PLY SBS MEMBRANE PLUMBING STACK PENETRATION - CONCRETE 4

3" = 1'-0"

CURB CONDITION - REMOVE AND RESET MECHANICAL UNIT 5

3" = 1'-0"

2-PLY SBS MEMBRANE - TYPICAL ROOF TRANSITION @ SKYLIGHT 11

3/4" = 1'-0"

HVAC LINESET PENETRATION AT ROOF 6

ISSUE DATE:

PROJECT NO.:

CHECKED BY:

ISSUED

FOR

BID

REVISIONS

www.certasolutions.com

TM

bu ild in g so lu tio ns

C E

R T

A

These drawings and their content are the property of CERTA BUILDING SOLUTIONS and are to be utilized on this project. Reproduction of any part of this material, without the express written permission of CERTA BUILDING SOLUTIONS is prohibited.

CO

PY

RI

G

H T

DRAWN BY:

C:

\U se rs\

Br itta ny Ma rlin \A pp Da ta\ Lo ca l\A uto de sk \R ev it\A uto de sk R ev it 2

6\C oll ab or ati on Ca ch e\N

8A

JR

R5

XL

3G

Q2 U\

1f9 6-c0

-4 f8e

-8

7-ac f0d f\6 c6 d-aa e2 -4 b9 f-b

4-cb

3ff d5 1.r vt

A301

2026-05-28

OR24-084

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ROOFING DETAILS

OR

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3" = 1'-0"

CURB CONDITION - MECHANICAL UNIT TO REMAIN IN-SERVICE 9

3" = 1'-0"

2-PLY SBS MEMBRANE - RETROFIT ROOF DRAIN - CONCRETE 1

3" = 1'-0"

METAL PANEL CORNER TRIM AT BRICK - PLAN 7

3" = 1'-0"

SWING DOOR SILL - ROOF TRANSITION 8