eugene school district 4j monroe middle school …...these drawings are the property of professional...

OWNER

DRAWING SCHEDULE

ROOF CONSULTANT

SITE MAPS

SCALE: NTSVICINITY MAP

GI-12

© Copyright Professional Roof Consultants, Inc. 2021

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1108 SE GRAND AVENUE, SUITE 300PORTLAND, OREGON 97214

PH. 503 280 8759 FAX: 503 280 8866

THESE DRAWINGS ARE THE PROPERTY OF PROFESSIONAL ROOFCONSULTANTS, INC. AND ARE NOT TO BE USED ORREPRODUCED WITHOUT WRITTEN PERMISSION OF

PROFESSIONAL ROOF CONSULTANTS, INC.

THE BAR SCALE IS 2-INCHES IN LENGTH. IF THE BAR IS NOT2-INCHES LONG, THIS DRAWING IS NOT TO THE SCALE INDICATED.

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GI-Gen_Info

R3282.07

MARCH 15, 2021

GENERAL INFORMATION

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DRAWING SYMBOLS

SCALE: NTSLOCATION MAP

GI-11

SCALE: NTSAERIAL VIEW

GI-13

PROJECT TEAM

Eugene School District 4J200 N. Monroe St.Eugene, OR 97402tel: (541) 790-7700fax: (541) 790-7711Contact: Kirk Gebb, Capital Improvement Program

Professional Roof Consultants, Inc.1108 SE Grand Ave., Suite 300Portland, Oregon 97214tel: (503) 280-8759fax: (503) 280-8866Contact: Thomas Bertrand, RRO, AHERA

KEY NOTE REFERENCE

DRAWING REVISION

DRAWING NO. DRAWING TITLE

DRAWING SCALE

SCALE: NTSCURBED FAN FLASHING

GI-1X

SHEET NO.

DETAIL REFERENCE ON PLANDRAWINGS - SIM. INDICATESSIMILAR CONSTRUCTION ASSHOWN ON DETAIL NOTED.

X

X

1 REPAIR NOTE REFERENCE

1. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL DIMENSIONSAND CONDITIONS OF THE PROJECT, INCLUDING VERIFICATIONOF EXISTING ROOF SYSTEM CONSTRUCTION AND MATERIALS.

2. EXISTING MATERIALS AND CONSTRUCTION ARE NOTED ON THEDRAWINGS AS EXISTING. ALL OTHER NOTATIONS INDICATE NEWMATERIALS, PRODUCTS, AND CONSTRUCTION UNLESSOTHERWISE STATED OR INDICATED.

3. ALL PERMITTING, INCLUDING ROAD CLOSURES, PARKINGSTALLS, SIDEWALK CLOSURES, SCAFFOLD ERECTION, ETC.SHALL BE COORDINATED, OBTAINED, AND PAID FOR BYCONTRACTOR.

4. CONTRACTOR STAGING AND STORAGE AREAS SHALL BE ASDIRECTED BY THE OWNER'S REPRESENTATIVE AT THEPRE-CONSTRUCTION MEETING. CONTRACTOR SHALL ASSUME AREASONABLE AMOUNT OF STORAGE, AND STAGING SPACE WILLBE MADE AVAILABLE.

5. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PROTECTBUILDING OCCUPANTS AND PASSERS-BY FROM FALLING DEBRISOR EQUIPMENT AT ALL TIMES DURING THE COURSE OFCONSTRUCTION. DO NOT THROW MATERIALS FROM THE ROOF.

6. CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTINGBUILDING SURFACES, FINISHES, AND SYSTEMS FROM DAMAGE,DISCOLORATION, ETC. DURING THE COURSE OF ALLCONSTRUCTION ACTIVITIES.

7. PERSONAL FALL PROTECTION DEVICES ARE NOT, NOR WILL BE,PROVIDED BY THE OWNER ON ANY ROOF AREA DESIGNATED TORECEIVE WORK. PERSONAL FALL PROTECTION IS THERESPONSIBILITY OF THE CONTRACTOR.

8. ALL CONSTRUCTION SHALL CONFORM TO THE 2019 OREGONSTRUCTURAL SPECIALTY CODE (2019 OSSC), AND ALL LOCALGOVERNING BUILDING CODES AND ORDINANCES.

9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TOLOCATE ALL EXISTING UTILITIES WHETHER SHOWN HEREIN ORNOT, AND TO PROTECT UTILITIES FROM DAMAGE. THECONTRACTOR SHALL BEAR ALL EXPENSES OF REPAIR ORREPLACEMENT OF UTILITIES OR OTHER PROPERTY DAMAGED BYOPERATIONS IN CONJUNCTION WITH THE EXECUTION OF THEWORK.

10. ROOF ACCESS BY MEANS OF EXTERNAL LIFT OF OTHER DEVICEUNLESS SPECIFICALLY APPROVED BY THE OWNER.

11. ALL ITEMS TRANSPORTED TO ROOF SHALL BE TRANSPORTEDUSING APPROVED AND SAFE METHODS OF LOADING.

12. SCOPE OF WORK CONSISTS OF THIS DRAWINGS SET AND THEASSOCIATED PROJECT MANUAL.

13. EXISTING ROOF SYSTEMS HAVE BEEN TESTED FOR ASBESTOSCONTAINING MATERIALS (ACM). NO ASBESTOS WAS IDENTIFIEDWITHIN ROOFING SAMPLES TAKEN FROM ROOF AREAS TO BEREPLACED AS PART OF THIS SCOPE OF WORK.

14. WHILE NOT TESTED FOR ASBESTOS CONTAINING MATERIALS(ACM), ALL REPAIR MASTICS/SEALANTS ARE ASSUMED TO BEACM. ADDITIONAL TESTING MAY BE REQUIRED BY THECONTRACTOR TO ENSURE ALL MATERIALS TO BE DEMOLISHEDARE HANDLED APPROPRIATELY WITH REGARD TO OROSHA, DEQAND THE OWNER.

15. THIS PROJECT INCLUDES A BASE BID AND AN ALTERNATE. BIDWORK DOES NOT INCLUDE ANY INCREASE IN AREA ORCHANGES IN OCCUPANCY.

BASE BID: INCLUDES, BUT IS NOT LIMITED TO: COMPLETE REMOVALOF EXISTING BUILT-UP ROOF MEMBRANE ASSEMBLIES AT ROOFAREAS B, D, E, F & H DOWN TO THE SEISMIC SHEATHING OVERLAYABOVE THE STRUCTURAL DECK. REMOVAL OF EXISTINGASSOCIATED FLASHING ASSEMBLIES, CURBED EDGE METAL ANDROOF DRAINS UNLESS OTHERWISE NOTED. INSTALLATION OF DECKINFILL AT REMOVED ROOF DRAINS. INSTALLATION OF BUILT-UPROOF MEMBRANE ASSEMBLY, FLASHINGS, WALL PANELS, GUTTERS,AND COPING. REFERENCE SHEET GI-2 FOR ADDITIONALINFORMATION REGARDING THE BASE BID MEMBRANE ASSEMBLY.REPAIRS AT ROOF AREAS C & G CONSISTING OF PATCHING ANDCOATING WHERE INDICATED.

ALTERNATE NO. 1: DUPLICATES THE BASE BID ARTICLE ABOVE WITHROOF MEMBRANE ASSEMBLY TO BE FULLY ADHERED 80-MIL PVC INLIEU OF BUILT-UP ROOFING. REFERENCE SHEET GI-2 AND SHEETR202 FOR ADDITIONAL INFORMATION REGARDING THE ALTERNATEROOF MEMBRANE ASSEMBLY.

GENERAL NOTES BUILDING DATAMAXIMUM TOP OF ROOF DECK HEIGHT(OF AREAS TO BE RE-ROOFED): 26-FEET

EXPOSURE: B

RISK CATEGORY: III

BASIC WIND SPEED: 105 MPH

STRUCTURAL CONSULTANTTM Rippey Consulting Engineers7650 SW Beveland St. Suite 100Tigard, Oregon 97223tel: (503) 443-3900fax: (503) 443-3700Contact: Ralph Turnbaugh, P.E.

MONROE MIDDLE SCHOOLEUGENE, OR 97401

MONROE MIDDLE SCHOOL2800 BAILEY LANE

EUGENE, OR 97401

GENERAL INFORMATIONSYSTEM ASSEMBLIES

DEMOLITION PLANROOF PLAN

DETAILS - BASE BIDDETAILS - BASE BIDDETAILS - ALTERNATE NO. 1

GENERAL STRUCTURAL NOTESAND FALL PROTECTIONSTRUCTURAL NOTESROOF PLAN WIND LOAD DIAGRAMSTRUCTURAL DETAILS

GI-1GI-2

R100R101

R200R201R202

S100

S101S102

EUGENE SCHOOL DISTRICT 4JMONROE MIDDLE SCHOOL ROOF REPLACEMENT PROJECT

AutoCAD SHX Text

N

AutoCAD SHX Text

N

AutoCAD SHX Text

N

EXISTING 2x6 T&G DECK- TO REMAIN

EXISTING 4-PLY AND A CAP BUILT-UP ROOF(HOT ASPHALT)- DEMOLISH

EXISTING NAILED BASE SHEET(MECHANICALLY ATTACHED)- DEMOLISH

EXISTING 7/16" OSB - FOR SEISMIC(MECHANICALLY ATTACHED)- TO REMAIN







EXISTING 1" PERLITE(HOT ASPHALT)- DEMOLISH


EXISTING 1-PLY VAPOR RETARDER(HOT ASPHALT)- DEMOLISH





EXISTING 2x6 T&G DECK

EXISTING 7/16" OSB - FOR SEISMIC

SHEATHING PAPER(LOOSE LAID)

NAILED BASE SHEET(MECHANICALLY ATTACHED)

2-PLY VAPOR RETARDER(HOT ASPHALT)

COVER BOARD(HOT ASPHALT)

FLAT STOCK RIGID INSULATION(HOT ASPHALT)

4-PLY AND A CAP BUILT-UP ROOF(HOT ASPHALT)

TAPERED RIGID INSULATION - TYPE 1(HOT ASPHALT)

2.6"

2.6"

VAR

IES

1 4"

R-3

0IN

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SHEATHING PAPER(LOOSE LAID)

NAILED BASE SHEET(MECHANICALLY ATTACHED)

2-PLY VAPOR RETARDER(HOT ASPHALT)

FLAT STOCK RIGID INSULATION(HOT ASPHALT)

COVER BOARD(HOT ASPHALT)

4-PLY AND A CAP BUILT-UP ROOF(HOT ASPHALT)

TAPERED RIGID INSULATION - TYPE 2(HOT ASPHALT)

2.6"

VAR

IES

1 4"

R-3

0A

VER

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E



PVC MEMBRANE(ADHERED)

VAPOR RETARDER(SELF-ADHERED)

COVER BOARD(ADHESIVE RIBBONS)

TAPERED RIGID INSULATION - TYPE 1(ADHESIVE RIBBONS)

FLAT STOCK RIGID INSULATION(MECHANICALLY ATTACHED)

2.6"

2.6"

VAR

IES

1 4"

R-3

0IN

SU

LATI

ON

VA

LUE



PVC MEMBRANE(ADHERED)

VAPOR RETARDER(SELF-ADHERED)

COVER BOARD(ADHESIVE RIBBONS)

TAPERED RIGID INSULATION - TYPE 2(ADHESIVE RIBBONS)

FLAT STOCK RIGID INSULATION(MECHANICALLY ATTACHED)

2.6"

VAR

IES

1 4"

R-3

0A

VER

AG

EIN

SU

LATI

ON

VALU

E


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MARCH 15, 2021

SYSTEM ASSEMBLIES

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AREA B

SCALE: 3" = 1'-0"EXISTING ROOF ASSEMBLY

GI-21

AREAS D & H


GI-22

AREA E

SCALE: 3" = 1'-0"

EXISTING ROOF ASSEMBLYGI-2

3

AREA F


GI-24

NEW ROOF SYSTEMSEXISTING ROOF SYSTEMS

AREAS B, D, F & H

SCALE: 3" = 1'-0"ROOF ASSEMBLY 1

GI-25

AREA E

SCALE: 3" = 1'-0"ROOF ASSEMBLY 2

GI-26

AREAS B, D, F & H

SCALE: 3" = 1'-0"ROOF ASSEMBLY 3 - ALTERNATE NO. 1

GI-27

AREA E

SCALE: 3" = 1'-0"ROOF ASSEMBLY 4 - ALTERNATE NO. 1

GI-28

P

P

OF

OF

OF

OF

DS DS

DS

P

P P

P

P

TWSTWS

P

E

P

P

PP

M M

PP

E E

OF

OF OF

OF

DLO DLO

DLO DLO

DLO

DLO DLO

DLO

DLO DLO

DLODLO

SCALE: 1" = 20'DEMOLITION PLAN

R1001


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R100-Roof_Plans

R3282.07

MARCH 15, 2021

DEMOLITION PLAN

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KEY NOTES

COURTYARD

COURTYARD

AREA AN.I.C.

AREA AN.I.C.

AREA IN.I.C.

AREA D

AREA H

AREA F5

AREA E4

AREA B2

3 3

1

1

1

7

7

7

7

7

7

7

7

7

6

8

8

8

8

TYP.TYP.

TYP.

TYP.

8

TYP.

EXISTING TPO ROOF MEMBRANE ASSEMBLY TO REMAIN - PROTECTMEMBRANE FROM DAMAGE DURING CONSTRUCTION ACTIVITIES.

DEMOLISH EXISTING 4-PLY AND A CAP BUILT-UP ROOF DOWN TO THEEXISTING OSB SHEATHING.- REFERENCE DETAIL 1/GI-2 FOR EXISTING ROOF ASSEMBLY.




DEMOLISH EXISTING ROOF DRAIN, DRAIN LINE, AND PENTHOUSE WALLDRAIN OUTLET NOZZLE (COWS TONGUE).

DEMOLISH EXISTING ROOF DRAIN. MAINTAIN EXISTING DRAIN LINE FORATTACHMENT OF NEW ROOF DRAINS.

DEMOLISH EXISTING CURBED EDGE AND SHEET METAL FLASHINGASSEMBLY.

1

2

3

4

AREA AN.I.C.

1

5

6

7

8

LEGENDSHADED AREA INDICATES EXTENT OF ROOF REPLACEMENTDEMOLITION SCOPE OF WORK

ROOF DRAIN TO BE DEMOLISHED- REFERENCE ASSOCIATED KEY NOTE

OVERFLOW SCUPPER THROUGH CURBED EDGE TO BE DEMOLISHED

ROOF DRAIN LINE OUTLET IN PENTHOUSE WALL TO BE DEMOLISHED- REFERENCE ASSOCIATED KEY NOTE

EXISTING CURBED FAN UNIT

EXISTING CURBED MECHANICAL UNIT

EXISTING PLUMBING VENT PIPE

EXISTING ELECTRICAL PENETRATION

(SYMBOLS APPLY TO SHADED AREA ONLY)

P

E

OF

M

DLO

6

6

6

6

6

6

6

6

6

6

6

AREA G

AREA C

AutoCAD SHX Text

N

FA

FA

FA

FA FA

FAFA

P

P

DS DS

DS

P

P P

P

P

TWSTWS

P

E

P

P

PP

M M

PP

E E

DS

DS DS

EJ

DS

DS DS

OFS

OFS OFS

OFS

OF OF

DS DSEJ

EJ

EJDS DS

OFS

SCALE: 1" = 20'ROOF PLAN

R1011


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R100-Roof_Plans

R3282.07

MARCH 15, 2021

ROOF PLAN

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AREA AN.I.C.

AREA AN.I.C.

AREA AN.I.C.

AREA IN.I.C.

AREA D

AREA H

AREA F1

AREA G

AREA C

AREA E

AREA B

1R20

2R200

3R200

3R200

6R200

TYP.BASE OF

WALL

6R200

TYP. BASE OFWALL

2R200

3R200

3R200

2R200

3R200

2R200

1R200

3R200

3R200

2R200

1R200

1R200

2R200

3

3

3

3

3

3

4

4

44

4 4

4

3 3

4

3

4

3

4

3

4

4

3

KEY NOTES

LEGENDSHADED INDICATES ROOF AREAS TO BE REPLACED

HATCH INDICATES ROOF AREAS TO RECEIVE REPAIRS

INDICATES APPROXIMATE EXTENT/LOCATION OFREPAIR ACTIVITIES - REFERENCE KEY NOTES ANDSPECIFICATIONS

DRAIN SUMP

GUTTER DOWNSPOUT

GUTTER EXPANSION JOINT

OVERFLOW SCUPPER

EXISTING OVERFLOW THROUGH CURBED EDGE

EXISTING ROOF DRAIN

EXISTING CURBED FAN UNIT

EXISTING PLUMBING VENT PIPE

EXISTING ELECTRICAL PENETRATION

EXISTING ROOF ACCESS LADDER

EXISTING CURBED MECHANICAL UNIT

EXISTING OVER-DECK ELECTRICAL CONDUIT

FALL PROTECTION ANCHOR

DIRECTION AND SLOPE OF TAPERED INSULATIONSYSTEMS - TAPERED INSULATION CRICKETS SHALLPRODUCE A FINISHED SLOPE EQUAL TO THETAPERED INSULATION TO WHICH IT IS APPLIEDUNLESS OTHERWISE NOTED

WALKPAD

(SYMBOLS APPLY TO SHADED/HATCHED AREAS ONLY)

P

E

M

INSTALL NEW 4-PLY AND A CAP BUILT UP ROOF ASSEMBLY.- REFERENCE DETAIL 5/GI-2.

INSTALL NEW 4-PLY AND A CAP BUILT UP ROOF ASSEMBLY.- REFERENCE DETAIL 6/GI-2.

INSTALL NEW DECK INFILL PRIOR TO ROOF MEMBRANE ASSEMBLY.- REFERENCE STRUCTURAL DRAWINGS

INSTALL WALL PANEL COVER PLATE OVER VOID IN EXISTING METAL WALLPANELS WHERE DRAIN OUTLET WAS REMOVED. WALL PANEL COVERPLATE IS TO MATCH THE PROFILE OF THE EXISTING METAL WALL PANELAND EXTEND A MINIMUM OF 6" ABOVE AND BELOW THE HOLE IN THEEXISTING METAL WALL PANEL. CLEAN THE SURFACE OF THE EXISTINGMETAL WALL PANEL AROUND THE HOLE AND WET SET THE WALL PANELCOVER PLATE INTO A BED OF BUTYL SEALANT. FASTEN THE PERIMETEROF THE WALL PANEL COVER PLATE WITH RUBBER WASHERED FASTENERSAT 3" ON CENTER.

PROVIDE CRICKET ON UP-SLOPE SIDE OF CURB.

RAISE AND INTEGRATE PLUMBING VENT PIPE INTO ROOF MEMBRANEASSEMBLY.- REFERENCE DETAIL 5/R200.

RAISE AND INTEGRATE PLUMBING VENT PIPE INTO ROOF MEMBRANEASSEMBLY.- REFERENCE DETAIL 4/R201.

OVERFLOW SCUPPERS TO BE NO MORE THAN 2" ABOVE THE SURFACE OFTHE ROOF MEMBRANE.- REFERENCE DETAIL 2/R201 FOR SIMILAR.

INSTALL INSULATION CRICKET WITH 1/2" PANEL SLOPE UTILIZING A 3:1LENGTH/WIDTH RATIO EXCEPT WHERE NOTED OTHERWISE.

ALTERNATE NO. 1: INSTALL NEW PVC ROOF ASSEMBLY.- REFERENCE DETAIL 7/GI-2.

ALTERNATE NO. 1: INSTALL NEW PVC ROOF ASSEMBLY.- REFERENCE DETAIL 8/GI-2.

ALTERNATE NO. 1: RAISE AND INTEGRATE PLUMBING VENT PIPE INTOROOF MEMBRANE ASSEMBLY.- REFERENCE DETAIL 6/R202.

ALTERNATE NO. 1: RAISE AND INTEGRATE PLUMBING VENT PIPE INTOROOF MEMBRANE ASSEMBLY.- REFERENCE DETAIL 6/R202 SIM.

BUR MEMBRANE REPAIR - ALUMINUM COATING APPLICATION

BUR MEMBRANE REPAIR - REINFORCED FLUID-APPLIED MEMBRANEAPPLICATION - EXTEND THROUGH SCUPPER LINERS AND TERMINATE ATEXTERIOR LEADING EDGE

BUR MEMBRANE REPAIR - OPEN/DRY LAP PATCH

BUR MEMBRANE REPAIR - MEMBRANE PATCH

1

2

3

4

5

6

7

8

10

2 11

1 10

3R200

3R200

3R200

COURTYARD

COURTYARD

13'

OFS

OF

FA

DS

EJ

13' 13'

13'

9 9

9

99

9

6R201

12

1 10

13 7

SLOPE1/4" : 12"

SLOPE1/4" : 12"

SLOPE1/4" : 12"

SLOPE1/4" : 12"

SLOPE1/4" : 12"

SLOPE1/4" : 12"

SLOPE1/4" : 12"

SLOPE1/4" : 12"

SLO

PE

1/8"

: 12

"S

LOP

E1/

8" :

12"

101

SLO

PE

1/8"

: 12

"S

LOP

E1/

8" :

12"

SLOPE1/8" : 12"

SLO

PE

1/8"

: 12

"

SLO

PE

1/8"

: 12

"S

LOP

E1/

8" :

12"

SLO

PE

1/8"

: 12

"

SLOPE1/8" : 12"

6

9

10

11

6

12

12

13

14

15

137

3R201

15

16

17

15

1517

17

16

14

14

14

14

14

14

14

15

4R200

5R202

4R200

SIM.

5R202

2R201

3R202

7R202

3R201

ALT.NO. 1

SIM. / ALT.NO. 1

ALT.NO. 1

5R201

4R202

ALT.NO. 1

ALT.NO. 1

2R202

ALT.NO. 1

2R202

ALT.NO. 1

2R202

ALT.NO. 1

2R202

TYP. ALT.NO. 1

TYP.

SLOPEX/X" : 12"

1R202

ALT.NO. 1

1R202

ALT.NO. 1

2R202

ALT.NO. 1

2R202

ALT.NO. 1

3R200

1R200

1R202

ALT.NO. 1

2R202

TYP. ALT.NO. 1

TYP.

2R202

ALT.NO. 1

1R201

1R201

TYP./SIM.ALT. NO 1

TYP.

5

SIM. / ALT.NO. 1

6R200

TYP. BASE OFWALL

6R200

TYP.BASE OF

WALL

3R200

1R200

1R202

ALT.NO. 1

6R200

TYP.BASE OF

WALL

6R200

TYP.BASE OF

WALL

6R200

TYP.BASE OFWALL

8

AutoCAD SHX Text

N

1" MIN

18"


EXISTING 7/16" OSB

SHEATHING PAPER

NAILED BASE SHEET

(2) PLY VAPOR RETARDER

FLAT STOCK RIGIDINSULATION

TAPERED RIGIDINSULATION - TYPE 1

1/2" PLYWOODSHEATHING

WOOD FRAMING- REFERENCE STRUCTURAL

RIPPED WOOD BLOCKING- REFERENCE STRUCTURAL

8" M

INIM

UM


3" M

IN.

3"

1 2"21 2"

2"

CLEAT - SECUREAT 6" O.C.

SKIRT FLASHING- SECURE AT 16" O.C.

FASCIA PANEL - SECUREWITH CONCEALED

FASTENERS - REFERENCEDETAIL 1/R201 FOR

DIMENSIONS

WATER-RESISTIVE BARRIER

SELF-ADHERED HIGH-TEMPUNDERLAYMENT

SELF-ADHERED HIGH-TEMPFLASHING

EXISTING RIPPED BLOCKING

EXISTING WATER-RESISTIVEBARRIER

EXISTING METAL WALLPANEL

21 2"

2"

4"

20"

FIE

LD V

ER

IFY

EXISTING FRAMING

EXISTING INSULATION

STANDING SEAM - BEYONDCOPING - SECURE INSIDE FACE WITH RUBBERWASHERED FASTENERS AT 24" O.C.

SLOPETAPERED WOOD SHIM

CLEAT - SECURE AT 6" O.C.

TAP

ER

ED

THIC

KN

ES

SVA

RIE

S1/

2" -

2-1/

2"FI

ELD

VE

RIF

Y3" 3"

COVER BOARD

CAP SHEET

REINFORCING SHEET

(4) PLY SHEETS

3"

CANT STRIP

MAXIMUM HEIGHT OFTAPERED RIDGE - BEYOND

FLASHING SHEET -SEAL TOP EDGE WITHCONTINUOUS BEAD OFSEALANT - SECURE AT8" O.C.

COUNTER FLASHING - SECURE WITH RUBBERWASHERED FASTENERS AT 16" O.C.

2"

3" M

IN.

3"

3"

3"

1/2" PLYWOOD SHEATHING


PT WOOD NAILER - RIP FOR SLOPE




WALL PANEL - SECURERUBBER WASHERED

FASTENERS AT 16" O.C.(TWO PER PANEL MINIMUM)



EXISTING WATER-RESISTIVE BARRIER


FASCIA STYLE SHEET METALGUTTER WITH GUTTER

HANGERS AT 36" ON CENTER

2" x 3" DOWNSPOUT - SECURETO THE BUILDING AT 3'-0" O.C.


DRIP EDGE FLASHING - SETIN BED OF ROOFING

CEMENT AND SECURE AT 3"O.C. - STAGGERED

2" 4"

REINFORCING SHEET


EXISTING 7/16" OSB

SHEATHING PAPER

NAILED BASE SHEET


COVER BOARD



CAP SHEET

(4) PLY SHEETS

EXISTING FRAMING

EXISTING INSULATION

CONTINUOUS SEALANT ATEDGE - TOOL TO DRAIN

STA

RTS

AT

1/2"

ALO

NG

GU

TTE

R E

DG

E

SLOPE


STRAPPING -SECURE EXTENSION

TO EXISTING CURBFRAMING

3" 3"

8" M

IN. 1" MIN

.3"

FRT WOOD CURBEXTENSION - SIZE ASREQUIRED TO MEET

MINIMUM BASEFLASHING HEIGHT

REQUIREMENT

EXISTINGWOOD CURB

EXISTING CURBED EQUIPMENT -REMOVE AND REINSTALL OVER CURBEXTENSION - SECURE TO CURB WITHRUBBER WASHERED FASTENERS AT16" O.C. (TWO PER SIDE MINIMUM)

CANT STRIP

COUNTER FLASHING

SEAL TOP EDGE OF FLASHING SHEETWITH CONTINUOUS BEAD OF SEALANT- SECURE AT 8" O.C.

CONTINUOUSGASKET SEAL


EXISTING 7/16" OSB

SHEATHING PAPER

NAILED BASE SHEET


COVER BOARD



CAP SHEET

REINFORCING SHEET

(4) PLY SHEETS

FLASHING SHEET

VAR

IES

1/2

" - 2

-1/2

"FI

ELD

VE

RIF

Y

4"

SADDLE FLASHING - FABRICATE TOMATCH PROFILE OF ADJACENT ROOFMEMBRANE AND FLASHINGASSEMBLIES - INTEGRATE INTOMEMBRANE INSTALLATION- REFERENCE DETAILS 2/R200 (BASEBID) AND 2/R202 (ALTERNATE NO. 1)

GUTTER

180° HEMMED EDGE - ATTACHTO CONTINUOUS CLEAT -REFERENCE SPECIFICATIONSFOR LAP TYPE

CANT STRIP

WALL3 12 "

℄

2"M

IN.

8" M

IN.

3"

TWO-PIECE LEAD PIPE FLASHING -PRIME AND SET IN PLASTIC CEMENT

CONTINUOUSSEALANT - TOOLTO DRAIN

EXISTING PIPE PENETRATION - EXTENDHEIGHT AS NECESSARY TO MEET MINIMUMFLASHING HEIGHT REQUIREMENT

2"

SEALANT - FILL CAP TUBPRIOR TO INSTALLATION

LEAD CAP FLASHING SETIN BED OF SEALANT


EXISTING 7/16" OSB

SHEATHING PAPER

NAILED BASE SHEET


COVER BOARD



CAP SHEET

REINFORCING SHEET

(4) PLY SHEETS

FLASHING SHEET

VAR

IES

1/2

" - 2

-1/2

"FI

ELD

VE

RIF

Y

CONTINUOUS SEAL

EXISTING TPOMEMBRANE

EXISTING TPO FLASHING SHEET

EXISTING TERMINATION BAR

EXISTING PERIMETER SECUREMENT

COUNTER FLASHING - ENGAGE EXISTINGFLASHING HEM AND SECURE WITH RUBBERWASHERED FASTENERS AT 24" O.C.

EXISTING WOOD SIDING ORMETAL WALL PANELS

EXISTING WALL SHEATHING

4" M

IN.

3" M

IN.


SHEET NUMBER:

Job:

Check:

Drawn:

File:

Revisions:

Date:

SHEET TITLE:


PH. 503 280 8759 FAX: 503 280 8866




TWB

BAR

R200-Details

R3282.07

MARCH 15, 2021

DETAILS - BASE BID

MO

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AREAS B, D, F & H

SCALE: 3" = 1'-0"PARAPET WALL

R2001

AREAS B, D, F & H

SCALE: 3" = 1'-0"GUTTER EDGE

R2002

AREAS B, D, F & H

SCALE: 3" = 1'-0"ROOF-TO-WALL SADDLE FLASHING

R2003

AREAS B, D, F & H

SCALE: 3" = 1'-0" (ROOF ASSEMBLY PER 6/GI-2 WHERE SIM)CURBED FAN

R2004

AREAS B, D, F & H

SCALE: 3" = 1'-0"PLUMBING VENT PIPE

R2005

SCALE: 3" = 1'-0"BASE OF PENTHOUSE WALLS AT AREA A INTERFACE

R2006

24"


EXISTING 7/16" OSB

SHEATHING PAPER

NAILED BASE SHEET





3" M

IN.

3"

1 2"21 2"

2"



SELF-ADHEREDHIGH-TEMP FLASHING




8" M

INIM

UM

25"

FIE

LD V

ER

IFY

EXISTING FRAMING

EXISTING INSULATION

TAP

ER

ED

TH

ICK

NE

SS

VA

RIE

S 1

/2" -

10-

1/4"

CR

ICK

ET

THIC

KN

ES

S V

AR

IES

0" -

4"

FIE

LD V

ER

IFY


3" 3"

2"

21 2"

4"

SLOPE

COVER BOARD


CAP SHEET

REINFORCING SHEET

(4) PLY SHEETS

1" MIN

3"

2"M

IN.



FASTENERS


SELF-ADHERED HIGH-TEMPUNDERLAYMENT

STANDING SEAM - BEYOND


FLASHING SHEET - SEAL TOP EDGE WITH CONTINUOUSBEAD OF SEALANT - SECURE AT 8" O.C.

COPING - SECURE INSIDE FACE WITH RUBBERWASHERED FASTENERS AT 24" O.C.

TAPERED WOOD SHIM

CANT STRIP

COUNTER FLASHING - SECURE WITH RUBBERWASHERED FASTENERS AT 16" O.C.

EXP

OS

ED

FA

CE

VA

RIE

S 2

" - 8

-1/2

"O

MIT

WH

ER

E L

ES

S T

HA

N 2

"

WALL PANEL - SECURE WITH RUBBER WASHEREDFASTENERS AT 16" O.C. (TWO PER PANEL MINIMUM)


8"

112"

135°

85°

℄

3" 24"

3"


EXISTING 7/16" OSB

SHEATHING PAPER

NAILED BASE SHEET



COVER BOARD


CAP SHEET

(4) PLY SHEETS

REINFORCING SHEET

LEAD FLASHING - SET IN CONTINUOUSBED OF PLASTIC CEMENT

DRAIN SCREEN

DRAIN RECEIVER

ROOF DRAIN ASSEMBLY

EXISTING DRAIN LINE

EXISTING DRAIN LINE INSULATION

DRAIN CLAMPTAPERED EDGE STRIP

3" M

IN.

EXISTING FRAMING

EXISTING INSULATION

SLOPE



3"

1 2"






WOOD BLOCKING

FASCIA PANEL - NOTCH AROUNDSCUPPER OPENING AND INTEGRATE

INTO HEM OF SCUPPER LINER

BEAUTY RING - TOP AND SIDES- SET IN CONTINUOUS SEALANT

- FASTEN INTO POSITION -CRIMP AND SEAL OVER

SCUPPER LINER

SEAL WITH CONTINUOUSBEAD OF SEALANT

12" WIDE BY 5" HIGH SCUPPERLINER - SET FLANGES IN BED

OF SEALANT

WOOD BLOCKING


EXISTING 7/16" OSB

SHEATHING PAPER

NAILED BASE SHEET


COVER BOARD

CAP SHEET

REINFORCING SHEET

(4) PLY SHEETS

CANT STRIP

COUNTER FLASHING - SECURE WITH RUBBERWASHERED FASTENERS AT 16" O.C. - TRIM FLASHINGAT SCUPPER OPENING TO PREVENT BLOCKAGE

PARAPET WALL - REFERENCE DETAIL 1/R201 FORADDITIONAL INFORMATION

TAPERED EDGE STRIP

3"

3"

FASCIA PANEL - NOTCH AROUNDSCUPPER OPENING AND INTEGRATE

INTO HEM OF SCUPPER LINER


EXISTING 7/16" OSB

SHEATHING PAPER

NAILED BASE SHEET


COVER BOARD



CAP SHEET

REINFORCING SHEET

(4) PLY SHEETS

TWO-PIECE LEAD PIPE FLASHING -PRIME AND SET IN PLASTIC CEMENT

8" M

IN.

℄


3"

EXISTING PIPE PENETRATION - EXTEND HEIGHT AS NECESSARYTO MEET MINIMUM FLASHING HEIGHT REQUIREMENT

2"

SEALANT - FILL CAP TUBPRIOR TO INSTALLATION

LEAD CAP FLASHING

CONTINUOUS SEAL

EXISTING CONDUIT PENETRATION - EXTENDHEIGHT AS NECESSARY TO MEET MINIMUMFLASHING HEIGHT REQUIREMENT

THREADED COUPLER w/ SOLDEREDLEAD COUNTER FLASHING

LIQUID TIGHT FLEXIBLE CONDUIT w/COMPRESSION FITTING FROM COUNTERFLASHING TO UNIT

3"

LEAD PIPE FLASHING - PRIME ANDSET IN PLASTIC CEMENT


8" M

IN. 2"

CONTINUOUS SEAL EXISTING 2x6 T&G DECK

EXISTING 7/16" OSB

SHEATHING PAPER

NAILED BASE SHEET


COVER BOARD



CAP SHEET

REINFORCING SHEET

(4) PLY SHEETS

OF

12" WIDE X 6" HIGH OVERFLOW SCUPPERWHERE INDICATED ON ROOF PLAN

- REFERENCE DETAIL 2/R201(DETAIL 3/R202 WHERE SIM.)

ROOF DRAIN

TAPERED EDGESTRIP AT PERIMETER

OF DRAIN SUMP

24"3"

24"

3"

FALL PROTECTION ANCHOR- REFERENCE STRUCTURAL


EXISTING 7/16" OSB

SHEATHING PAPER

NAILED BASE SHEET


COVER BOARD



CAP SHEET

REINFORCING SHEET

(4) PLY SHEETS

LEAD PIPE FLASHING - PRIME ANDSET IN PLASTIC CEMENT

8" M

IN. CONTINUOUS

SEALANT - TOOLTO DRAIN

3"

2"

℄

CLAMPING BAND

CONTINUOUS SEALANT - TOOL TO DRAIN

STORM COLLAR


SHEET NUMBER:

Job:

Check:

Drawn:

File:

Revisions:

Date:

SHEET TITLE:


PH. 503 280 8759 FAX: 503 280 8866




TWB

BAR

R200-Details

R3282.07

MARCH 15, 2021

DETAILS - BASE BID

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AREA E

SCALE: 3" = 1'-0" (ROOF ASSEMBLY PER 8/GI-2 WHERE SIM)PARAPET WALL

R2011

AREA E

SCALE: 3" = 1'-0"OVERFLOW SCUPPER

R2012

AREA E

SCALE: 3" = 1'-0" (ROOF ASSEMBLY PER 8/GI-2 WHERE SIM)

FALL PROTECTION ANCHORR201

3

AREA E

SCALE: 3" = 1'-0"DRAIN SUMP ASSEMBLY

R2016

AREA E

SCALE: 3" = 1'-0"PLUMBING VENT PIPE

R2014

AREA E

SCALE: 3" = 1'-0"ELECTRICAL CONDUIT PENETRATION

R2015

AREA E

SCALE: 1/2" = 1'-0"PLAN VIEW - DRAIN SUMP ASSEMBLY

R2016A

6AR201

18"


EXISTING 7/16" OSB

FLAT STOCK RIGID INSULATION





3" M

IN.

3"

1 2"21 2"

2"








21 2"

2"

4"

20"

FIE

LD V

ER

IFY

EXISTING FRAMING

EXISTING INSULATION

STANDING SEAM - BEYONDCOPING - SECURE INSIDE FACE WITH RUBBERWASHERED FASTENERS AT 24" O.C.

SLOPETAPERED WOOD SHIM


TAP

ER

ED

THIC

KN

ES

SVA

RIE

S

1/2"

- 2-

1/2"

FIE

LD V

ER

IFY

COVER BOARD


MEMBRANESECUREMENT

FLASHING SHEET

PVC MEMBRANE

VAPOR RETARDER



FASTENERS - REFERENCEDETAIL 1/R201 FOR

DIMENSIONS

3" M

IN.

3"3"

3"



WOOD NAILER - RIP FOR SLOPE






EXISTING WATER-RESISTIVE BARRIER


FASCIA STYLE SHEET METALGUTTER WITH GUTTER

HANGERS AT 36" ON CENTER

2" x 3" DOWNSPOUT - SECURETO THE BUILDING AT 3'-0" O.C.


MEMBRANE-COATED SHEET METAL DRIP EDGEFLASHING - SET IN BED OF WATER CUT-OFFMASTIC AND SECURE AT 3" O.C. - STAGGERED

5"


EXISTING 7/16" OSB

COVER BOARD



EXISTING FRAMING

EXISTING INSULATION

CONTINUOUS SEALANT ATEDGE - TOOL TO DRAIN

STA

RTS

AT

1/2"

ALO

NG

GU

TTE

R E

DG

E

SLOPE

VAPOR RETARDER

PVCMEMBRANE

FLASHING SHEET


WALL PANEL - SECURE RUBBERWASHERED FASTENERS AT 16"

O.C. (TWO PER PANEL MINIMUM)4"

STRAPPING -SECURE EXTENSION

TO EXISTING CURBFRAMING

8" M

IN.

FRT WOOD CURBEXTENSION - SIZE ASREQUIRED TO MEET

MINIMUM BASEFLASHING HEIGHT

REQUIREMENT

EXISTINGWOOD CURB

EXISTING CURBED EQUIPMENT -REMOVE AND REINSTALL OVER CURBEXTENSION - SECURE TO CURB WITHRUBBER WASHERED FASTENERS AT16" O.C. (TWO PER SIDE MINIMUM)

CONTINUOUSGASKET SEAL


EXISTING 7/16" OSB

COVER BOARD



VAR

IES

1/2

" - 2

-1/2

"FI

ELD

VE

RIF

Y

MEMBRANESECUREMENT

FLASHING SHEET

PVCMEMBRANE

VAPOR RETARDER

℄


EXISTING 7/16" OSB

COVER BOARD



VAR

IES

1/2

" - 2

-1/2

"FI

ELD

VE

RIF

Y

2"

EXISTING PIPE PENETRATION - CLEAN & PREP- EXTEND HEIGHT AS NECESSARY TO MEETMINIMUM FLASHING HEIGHT REQUIREMENT

PRE MANUFACTURED BOOT FLASHING -WELD TO MEMBRANE - PROVIDE WATERCUT-OFF MASTIC BETWEEN BOOT & PIPEPENETRATION

STAINLESS STEEL CLAMPING BAND

2"

MEMBRANESECUREMENT

STAINLESS STEEL STORM COLLAR WITH VERTICALFLANGE & SEALANT TROUGH; SET VERTICAL LEG INBUTYL SEALANT

ELASTOMERIC SEALANT -TOOL TO DRAIN

PROVIDE ISOLATION LAYER ATASPHALT CONTAMINATED SURFACES

VAPOR RETARDER

℄3" 24"


EXISTING 7/16" OSB


COVER BOARD


DRAIN SCREEN

DRAIN RECEIVER

ROOF DRAIN ASSEMBLY

EXISTING DRAIN LINE

EXISTING DRAIN LINE INSULATION

DRAIN CLAMP TAPERED EDGE STRIP

WATER CUT-OFF MASTIC

PVC MEMBRANE

12" MIN.

MEMBRANE HOLEDIAMETER SHALL BE

GREATER THAN DRAINPIPE DIAMETER

VAPOR RETARDER

3" M

IN.

EXISTING FRAMING

EXISTING INSULATION

SLOPE



3"

1 2"






FASCIA PANEL - NOTCHAROUND SCUPPER

OPENING AND INTEGRATEINTO HEM OF SCUPPER

LINER

BEAUTY RING - TOP AND SIDES- SET IN CONTINUOUS SEALANT

- FASTEN INTO POSITION -CRIMP AND SEAL OVER

SCUPPER LINER

SEAL WITH CONTINUOUSBEAD OF SEALANT

WOOD BLOCKING

EXISTING 2x6T&G DECK

EXISTING7/16" OSB

COVERBOARD

TAPEREDEDGE STRIP

3"

SOLID WOOD BLOCKING RIPPED TOMATCH SLOPE - EXTEND BEYONDSCUPPER LINER FLANGE EACH END

FLASHING SHEET

FLASHING SHEET

PVC MEMBRANE

VAPORRETARDER

PARAPET WALL - REFERENCEDETAIL 1/R202 FOR

ADDITIONAL INFORMATION

12" WIDE BY 5" HIGH SCUPPERLINER - SET FLANGES IN BEDOF WATER CUT-OFF MASTIC;

ROUND ALL CORNERS INCONTACT WITH MEMBRANE

FASCIA PANEL - NOTCHAROUND SCUPPER

OPENING AND INTEGRATEINTO HEM OF SCUPPER

LINER


EXISTING 7/16" OSB

COVER BOARD



1"

4"

8" M

IN.

112"

EXISTING ELECTRICAL PENETRATION - EXTENDHEIGHT AS NECESSARY TO MEET MINIMUMFLASHING HEIGHT REQUIREMENT

TARGET FLASHING SHEET- EXTEND VERTICAL 1"ONTO CONDUIT

MEMBRANESECUREMENT

STAINLESS STEEL CLAMPING BAND

STAINLESS STEEL STORM COLLAR WITH VERTICALFLANGE & SEALANT TROUGH; SET VERTICAL LEGIN BUTYL SEALANT

FIELD WRAP FLASHING SHEET - SET TOPEDGE IN WATER CUT-OFF MASTIC &SEAL TOP EDGE - TOOL TO DRAIN

ELASTOMERIC SEALANT -TOOL TO DRAIN

PROVIDE ISOLATION LAYER ATASPHALT CONTAMINATED SURFACES

VAPOR RETARDER


SHEET NUMBER:

Job:

Check:

Drawn:

File:

Revisions:

Date:

SHEET TITLE:


PH. 503 280 8759 FAX: 503 280 8866




TWB

BAR

R200-Details

R3282.07

MARCH 15, 2021

DETAILS - ALTERNATE NO. 1

MO

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AREAS B, D, F & H

SCALE: 3" = 1'-0"PARAPET WALL (AREA E SIM.)

R2021

AREAS B, D, F & H

SCALE: 3" = 1'-0"GUTTER EDGE

R2022

AREAS B, D, F & H

SCALE: 3" = 1'-0" (ROOF ASSEMBLY PER 8/GI-2 WHERE SIM)CURBED FAN

R2025

AREAS B, D, F & H

SCALE: 3" = 1'-0" (ROOF ASSEMBLY PER 8/GI-2 WHERE SIM)PLUMBING VENT PIPE

R2026

AREA E

SCALE: 3" = 1'-0"OVERFLOW SCUPPER

R2023

AREA E

SCALE: 3" = 1'-0"DRAIN SUMP ASSEMBLY

R2027

AREA E

SCALE: 3" = 1'-0"ELECTRICAL CONDUIT

R2024

6AR201

SIM.

SHEET NUMBER:

SHEET TITLE:

PH. 503 280 8759 FAX: 503 280 8866PORTLAND, OREGON 97214

1108 SE GRAND AVENUE, SUITE 300T.M

. RIP

PEY

CO

NSU

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7650

SW

Bev

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uite

100

Tiga

rd, O

rego

n 97

223

Phon

e: (5

03) 4

43-3

900

Fax:

(503

) 443

-370

0BI

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ET


THESE DRAWINGS ARE THE PROPERTY OF PROFESSIONAL ROOFCONSULTANTS, INC. AND ARE NOT TO BE USED OR REPRODUCED

WITHOUT WRITTEN PERMISSION OF PROFESSIONAL ROOFCONSULTANTS, INC.


MARCH 15, 2021

JSC

JH / RNT

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TMR Job:

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S100

GENERAL STRUCTURAL NOTES

CODE REQUIREMENTS:CONFORM TO THE 2018 INTERNATIONAL BUILDING CODE AS AMENDED BY THE 2019 OSSC, REFERENCEDHEREAFTER AS IBC.

DESIGN CRITERIA:DESIGN WAS BASED ON THE STRENGTH AND DEFLECTION CRITERIA OF THE IBC. IN ADDITION TO THE DEADLOADS, THE FOLLOWING LOADS WERE USED FOR DESIGN:

GROUND SNOW LOAD Pg: 25 PSFFLAT-ROOF SNOW LOAD Pf: 25 PSFSNOW EXPOSURE FACTOR Ce: 1.0SNOW IMPORTANCE FACTOR Ic: 1.10THERMAL FACTOR Ct: 1.0

BASIC WIND SPEED (3-SEC GUST, ULTIMATE): 105 MPHBUILDING CATEGORY: IIIWIND EXPOSURE: B

EXISTING CONDITIONS:THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS, DIMENSIONS AND ELEVATIONS. THECONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES FROM CONDITIONS SHOWN ON THEDRAWINGS PRIOR TO THE START OF THE WORK.

TEMPORARY CONDITIONS:THE CONTRACTOR SHALL BE RESPONSIBLE FOR STRUCTURAL STABILITY OF THE NEW AND EXISTINGSTRUCTURES AND WALLS DURING CONSTRUCTION. THE STRUCTURE SHOWN ON THE DRAWINGS HAS BEENDESIGNED FOR STABILITY UNDER THE FINAL CONFIGURATION ONLY.

CARPENTRY:SAWN LUMBER DESIGN IS BASED ON THE NATIONAL DESIGN SPECIFICATION, LATEST EDITION. SAWN LUMBERSHALL CONFORM TO WEST COAST LUMBER INSPECTION BUREAU OR WESTERN WOOD PRODUCTS ASSOCIATIONGRADING RULES. UNLESS NOTED OTHERWISE ALL LUMBER SHALL BE 19% AT TIME OF FABRICATION AND DRIEDTO A MAXIMUM OF 15% BEFORE INSTALLATION OF GYP. BOARD AND OF BRICK VENEER AND VERIFIED BY THEGENERAL CONTRACTOR. ALL WOOD IN PERMANENT CONTACT WITH CONCRETE OR CMU SHALL BE PRESSURETREATED UNLESS AN APPROVED BARRIER IS PROVIDED. GRADES SHALL BE D.F. #2 UNLESS NOTED OTHERWISEON THE PLANS.

FRAMING ACCESSORIES AND STRUCTURAL FASTENERS SHALL BE MANUFACTURED BY SIMPSON STRONG-TIECOMPANY (OR ENGINEER APPROVED EQUAL) AND OF THE SIZE AND TYPE SHOWN ON THE DRAWINGS ANDATTACHED PER MANUFACTURER'S REQUIREMENTS AND RECOMMENDATIONS UNLESS NOTED OTHERWISE.HANGERS NOT SHOWN SHALL BE SIMPSON HU OF SIZE RECOMMENDED FOR MEMBER. ALL FRAMING NAILS SHALLBE COMMON NAILS. NO BOX NAILS ALLOWED. FASTENERS AND ACCESSORIES IN CONTACT WITH PRESERVATIVETREATED WOOD MUST BE HOT DIPPED GALVANIZED OR HAVE ZMAX COATING. ALL FASTENERS IN CONTACT WITHFIRE RETARDANT LUMBER MUST BE HOT-DIPPED GALVANIZED. DO NOT INSTALL 0.148" x 1 1/2" NAILS IN HANGERSUNLESS SPECIFICALLY NOTED ON THE PLANS & DETAILS. NAIL CALLOUTS SHALL BE INTERPRETED AS FOLLOWS:

NAIL CALLOUT DIAMETER LENGTH8d COMMON 0.131'' 2 1/2''10d COMMON 0.148'' 3''16d COMMON 0.162'' 3 1/2''16d SINKER 0.148'' 3 1/4''ROOF SHEATHING NAILS 0.131" 2 1/2'' (RING SHANK AT DECK ROOF)

SHEATHING PANELS SHALL CONFORM TO THE REQUIREMENTS OF VOLUNTARY PRODUCT STANDARD PS 1 OR PS 2,OR APA PRP-108 PERFORMANCE STANDARDS. UNLESS NOTED, PANELS SHALL BE APA RATED SHEATHING,EXPOSURE 1, OF THE THICKNESS AND SPAN RATING SHOWN ON THE DRAWINGS. INSTALLATION SHALL BE INCONFORMANCE WITH APA RECOMMENDATIONS. ALLOW 1/8'' SPACING AT PANEL ENDS AND EDGES, UNLESSOTHERWISE RECOMMENDED BY THE PANEL MANUFACTURER.

ALL ROOF SHEATHING SHALL BE INSTALLED WITH FACE GRAIN PERPENDICULAR TO SUPPORTS, EXCEPT ASINDICATED ON THE DRAWINGS. ROOF SHEATHING SHALL EITHER BE BLOCKED, TONGUE-AND-GROOVE, OR HAVEEDGES SUPPORTED BY PLYCLIPS. NAILING NOT SPECIFICALLY IDENTIFIED ON THE DRAWINGS SHALL CONFORM TOIBC TABLE 2304.9.1.

METALS:ALL MISCELLANEOUS STEEL: ASTM A36 (Fy=36,000 PSI), OR AS NOTED ASTM A572 (Fy=50 KSI).ALL BOLTS: ASTM A307 UNLESS NOTED OTHERWISE.ALL STEEL TO HAVE SHOP COAT.ALL STEEL EXPOSED TO WEATHER SHALL BE HOT DIP GALVANIZED PER ASTM 123 FOR STRUCTURAL STEEL ANDASTM 153 FOR BOLTS AND HARDWARE. FABRICATION OF STEEL THAT IS TO BE HOT DIP GALVANIZED SHALL ALSOMEET ASTM A385. REPAIR OF DAMAGED GALVANIZED COATING SHALL BE MADE WITH PRODUCTS MEETING ASTMA780 AND AS A MINIMUM SHALL BE 50% GREATER IN THICKNESS THAN THE SURROUNDING GALVANIZING.

MECHANICAL:THE CONTRACTOR SHALL COORDINATE SEISMIC RESTRAINTS OF ELECTRICAL EQUIPMENT, MECHANICAL,PLUMBING, FIRE SPRINKLER, MACHINERY, AND ASSOCIATED PIPING WITH THE STRUCTURE. ANY CONNECTIONSTO STRUCTURE NOT CONFORMING TO SHEET METAL AND AIR CONDITIONING CONTRACTORS NATIONALASSOCIATION (SMACNA), OR SPECIFICALLY DETAILED ON THE MECHANICAL ENGINEER'S DRAWINGS, SHALL BEDESIGNED IN ACCORDANCE OF THESE GENERAL NOTES, BY AN ENGINEER REGISTERED IN THE STATE OFWASHINGTON, AND SHALL BE SUBMITTED TO THE ENGINEER PRIOR TO FABRICATION.

FLASHING AND WATERPROOFING:ALL FLASHING AND WATERPROOFING SHALL BE PER PROFESSIONAL ROOF CONSULTANTS UNLESS NOTEDOTHERWISE ON THE PLANS.

GENERAL STRUCTURAL NOTES:

CODE REQUIREMENTS:1. CONFORM TO THE 2018 INTERNATIONAL BUILDING CODE AS

AMENDED BY THE 2019 OREGON STRUCTURAL SPECIALTYCODE, REFERENCED HEREAFTER AS IBC.

2. CONFORM TO OREGON OSHA STANDARDS FOR THECONSTRUCTION INDUSTRY SUBPART M (FALL PROTECTION)AND ALL APPLICABLE STATE ADMINISTRATIVE CODE SAFETYSTANDARDS.

3. CONFORM TO ANSI/ASSE Z359 AMERICAN NATIONALSTANDARD, CURRENT EDITION.

SYSTEM REQUIREMENTS:1. INDIVIDUAL ANCHORS SHALL BE USED FOR A MAXIMUM OF

ONE PERSON IN FALL ARREST OR FALL RESTRAINT.2. PERSONAL FALL ARREST SYSTEMS (PFAS) SHALL BE LIMITED

TO FULL BODY HARNESSES THAT LIMIT THE MAXIMUM FALLARREST LOAD TO 900 LBS.

3. ANCHORS ARE TO BE USED ONLY BY PERSONS TRAINED INTHEIR USE. LANYARDS, SAFETY HARNESSES, ATTACHMENTS,AND ALL OTHER PERSONAL SAFETY DEVICES ATTACHED TOTHE ANCHOR ARE THE SOLE RESPONSIBILITY OF THE USERAND NOT TM RIPPEY CONSULTING ENGINEERS.

4. ANCHORS ARE TO BE VISUALLY INSPECTED BY THE USERPRIOR TO EACH USE.

5. ANCHORS ARE TO BE INSPECTED ANNUALLY BY A 'QUALIFIEDPERSON'.

6. ANCHORS SHALL BE RE-CERTIFIED BY A 'COMPETENT PERSON'WHEN RE-ROOFING OR RENOVATION OR AT PERIODS NOT TOEXCEED 10 YEARS.

7. THE SYSTEM USER IS TO MAINTAIN A LOG BOOK OF USE ANDINSPECTION.

8. FALL PROTECTION SYSTEMS SERVING ROOF EDGES WITHINSUFFICIENT HEIGHT FOR FALL ARREST CLEARANCE SHALLBE CLEARLY IDENTIFIED AS 'FALL RESTRAINT' ONLY.

ANCHOR LOADS:ULTIMATE ANCHOR LOAD: 5000 LBALLOWABLE LOAD: 310 LB (PER PERSON, COMBINED BODY WEIGHTAND TOOLS).

PRODUCTS:1. SINGLE POINT FALL ARREST ANCHORS - 'GUARDIAN CB18', OR

EQUIVALENT APPROVED BY THE ENGINEER.

INSTALLATION:1. INSTALL IN ACCORDANCE WITH APPROVED DRAWINGS AND

MANUFACTURER'S INSTRUCTIONS.2. PROVIDE SPECIAL INSPECTION OF INSTALLATION BY A

CERTIFIED INDEPENDENT TESTING LABORATORY EMPLOYEDBY THE OWNER.

FALL PROTECTION GENERAL STRUCTURAL NOTES:

AND FALL PROTECTIONSTRUCTURAL NOTES

1' 2 31

AREA D

AREA H

P

P

P

P P

P

P

P

E

P

P

PP

PP

E

SCALE: 1" = 20'-0"S101

100 10' 20'5'ROOF PLAN

NOTES:- CODE: ASCE 7-16 CH. 30.- BASIC WIND SPEED (3-SEC. GUST) = 105 MPH- RISK CATEGORY: III- WIND EXPOSURE: B- LOADS ARE AT ULTIMATE (LRFD) LEVEL.

MULTIPLY VALUES BY 0.6 TO OBTAINALLOWABLE STRESS (ASD) LEVEL LOADS.

- UPLIFT VALUES BASED ON TRIBUTARY AREAOF 10 SQ. FT.

ROOF WIND UPLIFT LOADS

1. FALL PROTECTION ANCHOR PERDETAIL 1/S201 OR 2/S201.

2. COVER EXISTING ROOF DRAIN PERDETAIL 7/S201.

KEYNOTES:

17.4

ZONE ZONE

54.5

ZONE

40.0

ROOF WIND UPLIFT(psf)

30.3

ZONE

COURTYARD

COURTYARD

AREA AN.I.C.

AREA AN.I.C.

AREA AN.I.C.

AREA IN.I.C.

AREA F

AREA G

AREA C

AREA E

AREA B

16'

TYP.

6'TYP.

2

1

1'

3 3

3 3

16'

TYP.

16'

TYP.

1

1

1

1

1

1

1

1S201

5S201

TYP.

5S201

2S201

5S201

2S201

OPP.HAND

5S201

4S201

4S201

4S201

4S201

4S201

3

2

3

3

3 3

2

3

6S201

6S201

16'

TYP.

6'TYP.

2

2

2

2

6',

TYP.

6S201

6S201

6S201

2

2

6S201

6S201

6S201

2

2

16'

TYP.

6'TYP.

6',

TYP.4S201

6S201

2

2

2

2

6S201

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ROOF PLANWIND LOAD DIAGRAM

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Date:

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S201

STRUCTURAL DETAILS

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

1S201

PLAN AT FALL PROTECTION ANCHOR

10'-0"±

10'-0"±

EXI

STI

NG

GL

5 1 4

x 11

1 4

3S201

GL 3 18 x 9

GL 3 18 x 9

DRAIN PERR-SERIES

DRAWINGS

EXI

STI

NG

GL

5 1 4

x 11

1 4

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

2S201

PLAN AT FALL PROTECTION ANCHOR

EXI

STI

NG

GL

5 1 4

x 11

GL 3 18 x 9

GL 3 18 x 9

EXISTING GL 9 x 40 12

SIM.

DRAIN PERR-SERIES

DRAWINGS

10'-0"±

2'-0

"±

3S201

EXI

STI

NG

GL

5 1 4

x 11

EXI

STI

NG

GL

5 1 4

x 11

EXI

STI

NG

GL

5 1 4

x 11

SCALE: 1'' = 1'-0''

3S201

FALL ANCHOR SECTION

GUARDIAN 'CB-18'(PART #00656)

(4) 12"Ø THRU BOLT ORASTM A36 THREADED RODW/ DOUBLE LOCKING NUT

GL 3 18x9 HUNGW/ SIMPSON'HGUS3.25/10'HANGER, TYP.

3x3x14" PLATE

WASHER, TYP.

EXISTINGGL 5 14 x 11 14PURLIN

EXISTING 716"OSB SHEATHING

EXISTINGGL 9x40 12

AT SIM.CONDITION

EXISTING 2xT&G DECKING

2'-0"±

AT SIM. CONDITION

CL.BEAM

CL.ANCHOR

SCALE: 3'' = 1'-0''

4S201

AREA: B, D, F, & H GUTTER EDGE

RIPPED WOOD BLOCKING


12" PLYWOOD

SHEATHING, TYP.


EXISTING 716" OSB

EXISTING FRAMING

2x4 PLATES LAMINATEDTOGETHER W/ 10dNAILS @ 1'-4" O/C,

STAGGERED

ROOFING / INSULATIONPER R-SERIES DRAWINGS

PLYWOOD FILLER

SIMPSON 'SDS25312'SCREWS @ 2'-8" O/CAND 8" FROM ENDS

SCALE: 1'' = 1'-0''

5S201

AREA 'E' PARAPET SECTION

EXISTING GL BEAM

EXISTING 2x12

EXISTING T&GDECKING

2x8 STUDS @ 2'-0" O/C.TOENAILS TO PLATESTOP AND BOTTOM W/(2) 10d NAILS

1532" PLYWOOD

SHEATHING EACHSIDE FASTENED W/8d NAILS @ 6" O/CAT ALL SUPPORTS

DOUBLE 2x8TOP PLATE

2'-1" MAX.(SEE R-SERIES

DRAWINGS)

3"

SIMPSON 'DTT2Z'HOLDOWN @ 4'-0" O/CMAX. W/ 12"Ø x LENGTH

REQ'D. LAG SCREW FOR4" PENETRATION INTO

TOP OF GL BEAM

CL OF HOLDOWN

EXISTING 716" OSB

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

7S201

SECTION AT ABANDONED ROOF DRAIN

8d NAILS @ 6" O/CALL SIDES, TYP.

6",TYP.

EXISTING 716OSB SHEATHING

EXISTING 2xT&G DECKING

EXISTING ROOFDRAIN TO BEABANDONED

CUT BACK EXISTING OSBSHEATHING 6" FROM

DRAIN AT ALL SIDES ANDCOVER DRAIN W/ 716" OSB

SHEATHING

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

6S201

AREA 'B', 'D', 'F', & 'H' PARAPET SECTION


EXISTING 716" OSB

EXISTING FRAMING

2x6 STUDS @ 2'-0" O/C.TOENAILS TO PLATESTOP AND BOTTOM W/(2) 10d NAILS

1532" PLYWOOD

SHEATHING EACHSIDE FASTENED W/8d NAILS @ 6" O/CAT ALL SUPPORTS

1'-6" MAX.SEE R-SERIES

DRAWINGS

2"

DOUBLE 2x6TOP PLATE

CL OF HOLDOWN

SIMPSON 'DTT2Z'HOLDOWN @ 4'-0" O/CMAX. W/ 12"Ø x1 12" PEN.

LAG SCREW INTOEXISTING TOP PLATE

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