SHELDON HIGH SCHOOL ROOFING 2020 C.I.P. No. …Sheldon High School Roofing 2020 00 41 13 - 1...

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Addendum No. 1 - Page 1 Addendum No. 1 3 March 2020 SHELDON HIGH SCHOOL ROOFING 2020 C.I.P. No. 420.652.209 ROBERTSON/SHERWOOD/ARCHITECTS pc 132 E. Broadway - Suite 540 Eugene, Oregon Project No. 1901 This Addendum forms a part of the Contract Documents and modifies the original Bid Documents dated February 24, 2020 as noted below. Acknowledge receipt of this Addendum in the space provided on the Bid Form. Failure to do so may subject Bidder to disqualification. P R O J E C T M A N U A L 1. DOCUMENT 00 11 16 INVITATION BID A. Pre-Bid Conference: A non-mandatory pre-bid conference was held at 3:00 PM on February 28, 2020. Sheldon High School roofs were toured by attendees. A list of attendees and meeting agenda are attached to this Addendum. 2. DOCUMENT 00 22 13 SUPPLEMENTARY INSTRUCTIONS TO BIDDERS A. Article 1.1, Subparagraph 2.1.3.2; clarification: Bidders may visit project site after checking in with staff in school office. Maintenance staff will need to provide access to roofs. Underside of stressed skin panels may be viewed in certain mechanical and custodial rooms 3. DOCUMENT 00 41 13 BID FORM A. Replace Bid Form with new Bid Form attached to this Addendum. Clarification: Alternate No. 1 is included. 4. SECTION 01 10 00 SUMMARY OF WORK A. Article 1.04: Change Paragraph B to read as follows: “B. Perform work in order to achieve Substantial Completion by Friday, August 21, 2020.” 5. SECTION 01 23 00 ALTERNATES A. Add Section 01 23 00 attached to this Addendum. 6. SECTION 02 41 00 DEMOLITION A. Replace Article 1.04 with the following: “1.04 EXISTING CONDITIONS A. Existing built-up roof assemblies have been sampled by the School District and have been tested for asbestos containment. Reports are available upon request at School District Facilities Office. All materials tested negative with

Transcript of SHELDON HIGH SCHOOL ROOFING 2020 C.I.P. No. …Sheldon High School Roofing 2020 00 41 13 - 1...

Page 1: SHELDON HIGH SCHOOL ROOFING 2020 C.I.P. No. …Sheldon High School Roofing 2020 00 41 13 - 1 DOCUMENT 00 41 13 BID FORM BID FOR: Sheldon High School Roofing 2020 CIP Number: 420.652.209

Addendum No. 1 - Page 1

Addendum No. 1 3 March 2020

SHELDON HIGH SCHOOL ROOFING 2020 C.I.P. No. 420.652.209 ROBERTSON/SHERWOOD/ARCHITECTS pc 132 E. Broadway - Suite 540 Eugene, Oregon Project No. 1901 This Addendum forms a part of the Contract Documents and modifies the original Bid Documents dated February 24, 2020 as noted below. Acknowledge receipt of this Addendum in the space provided on the Bid Form. Failure to do so may subject Bidder to disqualification. P R O J E C T M A N U A L 1. DOCUMENT 00 11 16 – INVITATION BID

A. Pre-Bid Conference: A non-mandatory pre-bid conference was held at 3:00 PM on February 28, 2020. Sheldon High School roofs were toured by attendees. A list of attendees and meeting agenda are attached to this Addendum.

2. DOCUMENT 00 22 13 – SUPPLEMENTARY INSTRUCTIONS TO BIDDERS

A. Article 1.1, Subparagraph 2.1.3.2; clarification: Bidders may visit project site after checking in with staff in school office. Maintenance staff will need to provide access to roofs. Underside of stressed skin panels may be viewed in certain mechanical and custodial rooms

3. DOCUMENT 00 41 13 – BID FORM

A. Replace Bid Form with new Bid Form attached to this Addendum. Clarification: Alternate

No. 1 is included. 4. SECTION 01 10 00 – SUMMARY OF WORK

A. Article 1.04: Change Paragraph B to read as follows:

“B. Perform work in order to achieve Substantial Completion by Friday, August 21,

2020.”

5. SECTION 01 23 00 – ALTERNATES

A. Add Section 01 23 00 attached to this Addendum. 6. SECTION 02 41 00 – DEMOLITION

A. Replace Article 1.04 with the following:

“1.04 EXISTING CONDITIONS

A. Existing built-up roof assemblies have been sampled by the School District

and have been tested for asbestos containment. Reports are available upon request at School District Facilities Office. All materials tested negative with

Page 2: SHELDON HIGH SCHOOL ROOFING 2020 C.I.P. No. …Sheldon High School Roofing 2020 00 41 13 - 1 DOCUMENT 00 41 13 BID FORM BID FOR: Sheldon High School Roofing 2020 CIP Number: 420.652.209

Addendum No. 1 - Page 2

exception of detailing mastic (Chrysotile 20%). 7. THERMOPLASTIC MEMBRANE ROOFING – SECTION 07 54 00

A. Article 2.03, Paragraph E:

i) Change Sentence 2 to read to read as follows:

“2. Vapor Permeability: 0.5 perm inch or less, measured in accordance with

ASTM E96/E96M.” 8. ROOF ACCESSORIES – SECTION 07 72 00

A. Article 2.01 Paragraph A, Subparagraph 6; Add the following:

“e. KeyCurb Supports by JL Industries: www.activarcpg.com f. Roof Top Blox: www.rooftopblox.com.”

D R A W I N G S 9. DRAWING SHEET 002

A. Replace Drawing Sheet 002 with new Drawing Sheet attached to this Addendum.

i) Clarification:

(a) General Note 12 is added. (b) Alternate No. 1 demolition work at Broadcasting Building is shown. (c) Demolition Plan, A1/002: Existing roof repair overlays to be removed

consist of cap sheet installed by Owner over previously existing built-up roof.

10. DRAWING SHEET 102

A. Roof Plan A1: At HVAC west of Courtyard Cover No. 6, add Detail Reference A3/201.

11. DRAWING SHEET 103

A. Replace Drawing Sheet 103 with new Drawing Sheet attached to this Addendum.

i) Clarification: Work of Alternate No. 1 at Broadcasting Building is shown.

12. DRAWING SHEET 104

A. Change Keyed Note 1 to read as follows: “Plaster ceiling / Limited access from below through access hatches in courtyard; Install fall protection anchor per C1/202.”

13. DRAWING SHEET 201

A. Replace Drawing Sheet 201 with new Drawing Sheet attached to this Addendum.

i) Clarification: Coping Detail E1 for Alternate No. 1 is added.

Page 3: SHELDON HIGH SCHOOL ROOFING 2020 C.I.P. No. …Sheldon High School Roofing 2020 00 41 13 - 1 DOCUMENT 00 41 13 BID FORM BID FOR: Sheldon High School Roofing 2020 CIP Number: 420.652.209

Addendum No. 1 - Page 3

14. DRAWING SHEET 202

A. Detail A1: Clarification:

i) Existing stressed skin panels are constructed with 5/8” plywood over 2x3

stringers at 16” on center with 5/8” foil backed gypsum board below.

ii) Existing mechanical penthouse roof decking is nominal 4x6 tongue-and-groove wood decking.

B. Detail A2: Delete note ”(E) BUR & cant to remain”.

15. DRAWING SHEET 203

A. Replace Drawing Sheet 203 with new Drawing Sheet attached to this Addendum.

i) Clarification: Scupper Detail B2 for Alternate No. 1 is added.

A T T A C H M E N T S Pre-Bid Conference List of Attendees Pre-Bid Conference Agenda Document 00 41 13 – Bid Form Section 01 23 00 – Alternates Drawing Sheet 002 Drawing Sheet 103 Drawing Sheet 201 Drawing Sheet 203

E N D O F A D D E N D U M N O. 1

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Page 5: SHELDON HIGH SCHOOL ROOFING 2020 C.I.P. No. …Sheldon High School Roofing 2020 00 41 13 - 1 DOCUMENT 00 41 13 BID FORM BID FOR: Sheldon High School Roofing 2020 CIP Number: 420.652.209
Page 6: SHELDON HIGH SCHOOL ROOFING 2020 C.I.P. No. …Sheldon High School Roofing 2020 00 41 13 - 1 DOCUMENT 00 41 13 BID FORM BID FOR: Sheldon High School Roofing 2020 CIP Number: 420.652.209

Sheldon high School Roofing 2020 Friday, February 28, 2020 @ 3:00 PM, Sheldon High School PRE-BID CONFERENCE AGENDA 1. INTRODUCTIONS: Kirk Gebb, Brian Hamilton 2. SIGN-IN SHEET: Non-mandatory Walk-Through: Provide phone number, address, &

Email. 3. PERMIT: Plans are under review. 4. BIDS OPENED: 2:00 pm, Thursday, March 12. Substitution request deadline: 2:00 pm,

Friday, March 6. See Section 01 60 01 for Substitution Request Form. Final addendum to be issued by March 9.

5. Bidders must submit Bid Security of not less than 10% of bid in the form of a Bid Bond,

cashiers check, or certified check to be executed in favor of the District. 6. Successful Bidder will also have to provide the following (See Project Manual): a. Performance & Payment Bond b. Workers Compensation Insurance c. General Liability Insurance d. Auto Liability Insurance e. Builders’ All - Risk Insurance. f. Contract won’t be signed by the District until all insurances and bonds in place. 8. PROJECT ESTIMATE: $5,173,000 9. Prevailing Wage applies since the work will be over $50,000. 10. TIME: Work may begin upon receipt of a notice to proceed from the Owner, but work on

site may begin no earlier than June 12, 2020. a. Substantial Completion: August 19, 2020 per Section 01 11 00. (Liquidated

Damages: $500.00 per calendar day past that date) b. Final Completion: 7 days after Substantial Completion. 11: Direct all questions to Brian Hamilton, Robertson/Sherwood/Architects. Kirk Gebb is the

Owner’s representative and is responsible for any Owner-related decisions. 12. Submit questions by 12:00 PM, Friday, March 6 for inclusion into Addendum. 14. Addendum Items: a. Roofing at KRVM Building 13. QUESTIONS? 14. TOUR SITE

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BID FORM – 00 41 13

Sheldon High School Roofing 2020 00 41 13 - 1

DOCUMENT 00 41 13

BID FORM

BID FOR: Sheldon High School Roofing 2020 CIP Number: 420.652.209

Submitted to: Facilities Management Bid Deadline: 2:00 PM

Eugene School District 4J March 12, 2020

715 West Fourth Avenue3

Eugene, Oregon 97402

Submitted by: _______________________________________________________________________________

(Company Name)

Base Bid: _______________________________________________________________ $ ____________________

(Words) (Figures)

The undersigned agrees, if awarded the Contract, to substantially complete all Base Bid Package A work on or before

the dates specified in Section 01 11 00.

ALTERNATE BID

The Undersigned proposes to add to the Base Bid indicated above the items of work relating to the following

Alternates as described in the Project Manual, Section 01 23 00.

Alternate No. 1: Roofing at Broadcasting Building:

Alternate Bid:____________________________________________________________ $ ____________________

(Words) (Figures)

The undersigned agrees, if awarded the Contract, to substantially complete all Alternate No. 1 work on or before dates

specified in Section 01 11 00.

BID SECURITY

Accompanying herewith is Bid Security, which is not less than ten percent (10%) of the total amount of the Base Bid

plus additive alternates.

STIPULATIONS

The undersigned acknowledges the liquidated damages provision included in the Supplementary Conditions.

The undersigned agrees, if awarded the contract, to comply with the provisions of Oregon Revised Statutes 279C.800

through 279C.870 pertaining to the payment of prevailing rates of wage.

The undersigned agrees if awarded the contract to comply with Oregon Revised Statutes 326.603 giving the Owner

authority to obtain fingerprints and criminal records check of Contractors, their employees, and subcontractors providing

labor for the Project.

The undersigned agrees, if awarded the Contract, to execute and deliver to the Owner within ten (10) working days

after receiving contract forms, an Agreement and a satisfactory Performance Bond and Payment Bond each in an

amount equal to 100 percent (100%) of the Contract Sum.

For every Agreement of $1000,000 or greater in value, all Contractors and Subcontractors shall have a public works

bond in the amount of $30,000, filed with the Construction Contractors’ Board (CCB), in compliance with ORS

279C.836, before starting work on the project unless exempt. Contractor agrees to provide a copy of the Contractor's

BOLI Public Works bond with the signed Agreement as Specified in the Supplementary Conditions.

The undersigned agrees that the Bid Security accompanying this proposal is the measure of liquidated damages which

the Owner will sustain by the failure of the undersigned to execute and deliver the above named agreement and bonds;

and that if the undersigned defaults in executing that agreement within ten (10) days after forms are provided or

providing the bonds, then the Bid Security shall become the property of the Owner; but if this proposal is not accepted

within sixty (60) days of the time set for the opening of bids, or if the undersigned executes and delivers said

agreement and bonds, the Bid Security shall be returned.

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BID FORM – DOCUMENT 00 41 13

Sheldon High School Roofing 2020 00 41 13 - 2

By submitting this Bid, the Bidder certifies that the Bidder:

a) has available the appropriate financial, material, equipment, facility and personnel resources and expertise, or the

ability to obtain the resources and expertise, necessary to meet all contractual responsibilities;

b) has a satisfactory record of past performance;

c) has a satisfactory record of integrity, and is not disqualified under ORS 279C.440;

d) is qualified legally to contract with the Owner; and

e) will promptly supply all necessary information in connection with any inquiry the Owner may make concerning

the responsibility of the Bidder.

Prior to award of a Contract, the Bidder shall submit appropriate documentation to allow the Owner to determine

whether or not the Bidder is “responsible” according to the above criteria.

The contractor agrees with the provisions of Oregon Revised Statutes 279C.505, which requires that the contractor

shall demonstrate it has established a drug-testing program for employees and will require each subcontractor

providing labor for the Project to do the same.

The undersigned has received addenda numbers _______ to ________ inclusive and has included their provisions in

the above Bid amounts.

The undersigned has visited the site to become familiar with conditions under which the Work is to be performed and

has correlated the Bidder's personal observations with the requirements of the proposed Contract Documents.

The undersigned certifies that the Bidder is a ____________ Bidder under ORS. ("Resident" or "Non-resident", to be

filled in by Bidder)

Names of Firm: _______________________________________________________________________________

Street Address: _______________________________________________________________________________ (City) (State) (Zip)

Telephone Number: _____________________________ FAX Number: ______________________________

Email Address: _________________________________________________________________________________

Signed By: ___________________________________ Printed Name:___________________________________ (Signature of Authorized Official. If bid is from a partnership, one of the partners must sign bid).

Date Signed: _________________________________________________________________________________

Official Capacity: _____________________________________________________________________________

If corporation, attest: _____________________________________________________ Date: ________________ (Secretary of Corporation)

SEAL (If Corporate) _______ Corporation

_______ Partnership

_______ Individual

Enclosed: Bid Security, Non-Discrimination Requirement, Non-Collusion Affidavit, First-Tier Subcontractor Disclosure Form

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BID FORM – DOCUMENT 00 41 13

Sheldon High School Roofing 2020 00 41 13 - 3

NON-DISCRIMINATION REQUIREMENT

Contractor certifies that the Contractor has not discriminated against minorities, women, or emerging small business

enterprises in obtaining any required subcontracts.

The Contractor agrees not to discriminate against any client, employee, or applicant for employment or for services,

because of race, color, religion, sex, national origin, physical or mental handicap, sexual orientation or age, unless

based upon bona fide occupational qualifications, and that they are otherwise in compliance with all federal, state and

local laws prohibiting discrimination, with regard to, but not limited to, the following: Employment upgrading,

demotion or transfer; Recruitment or recruitment advertising; Layoffs or termination; Rates of pay or other forms of

compensation; Selection for training; Rendition of services. It is further understood that any vendor who is in

violation of this clause shall be barred forthwith from receiving awards of any purchase order from the School District,

unless a satisfactory showing is made that discriminatory practices have terminated and that a recurrence of such acts

is unlikely.

FIRM NAME _______________________________________________________________________________

ADDRESS _______________________________________________________________________________

TELEPHONE _______________________________________________________________________________

BY _______________________________________________________________________________

(Company or Firm Officer)

BY _______________________________________________________________________________

(Type or Print Name)

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BID FORM – DOCUMENT 00 41 13

Sheldon High School Roofing 2020 00 41 13 - 4

NON-COLLUSION AFFIDAVIT

STATE OF __________________)

County of ___________________)

I state that I am ______________________________________ of _________________________________________ (Title) (Name of Firm) and that I am authorized to make this affidavit on behalf of my firm, and its owners, directors, and officers. I am the

person responsible in my firm for the price(s) and the amount of this bid.

I state that:

(1) The price(s) and amount of this bid have been arrived at independently and without consultation,

communication or agreement with any other contractor, bidder or potential bidder, expect as disclosed on the attached

appendix.

(2) That neither the price(s) nor the amount of this bid, and neither the approximate price(s) nor approximate

amount of this bid, have been disclosed to any other firm or person who is a bidder or potential bidder, and they will

not be disclosed before bid opening.

(3) No attempt has been made or will be made to induce any firm or person to refrain from bidding on this

contract, or to submit a bid higher than this bid, or to submit any intentionally high or noncompetitive bid or other

form of complementary bid.

(4) The bid of my firm is made in good faith and not pursuant to any agreement or discussion with, or inducement

from, any firm or person to submit a complementary or noncompetitive bid.

(5) ___________________________________, its affiliates, subsidiaries, officers, directors and (Name of my Firm) employees are not currently under investigation by any governmental agency and have not in the last four years been

convicted of or found liable for any act prohibited by State or Federal law in any jurisdiction, involving conspiracy or

collusion with respect to bidding on any public contract, except as described on the attached appendix.

I state that ___________________________ understands and acknowledges that the above representations (Name of my Firm) are material and important, and will be relied on by School District 4J in awarding the contract(s) for which this bid is

submitted. I understand and my firm understands that any misstatement in this affidavit is and shall be treated as

fraudulent concealment from School District 4J of the true facts relating to the submission of bids for this contract.

______________________________________________________________ (Authorized Signature)

Sworn to and subscribed before me this _____ day of _____________, 2020

______________________________________________________________ (Notary Public for Oregon)

My Commission Expires: ___________________________________

END OF BID FORM

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ALTERNATES - 01 23 00

Sheldon High School Roofing 2020 01 23 00 - 1

ALTERNATES

PART 1 GENERAL

1.01 SECTION INCLUDES

A. Description of Alternates.

B. Procedures for pricing Alternates.

C. Documentation of changes to Contract Price and Contract Time.

1.02 RELATED REQUIREMENTS

A. Document 00 21 13 - Instructions to Bidders: Instructions for preparation of pricing for Alternates.

B. Document 00 52 13 – Form of Agreement: Incorporating monetary value of accepted Alternates.

1.03 ACCEPTANCE OF Alternates

A. Alternates quoted on Bid Forms will be reviewed and accepted or rejected at Owner's option. Accepted Alternates will be identified in the Owner-Contractor Agreement.

B. Coordinate related work and modify surrounding work to integrate the Work of each Alternate.

1.04 SCHEDULE OF Alternates

A. Alternate No. 1 - Roofing at Broadcasting Building:1. Base Bid Item: Broadcasting Building is outside scope of work.2. Alternate Bid Item: Provide new roofing at Broadcasting Building.

PART 2 PRODUCTS - NOT USED

PART 3 EXECUTION - NOT USED

END OF SECTION

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DESIGN LOADS

DEMOLITION PLANA1002 NOT TO SCALE

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AutoCAD SHX Text
1. REFER TO ROOF PLANS ON SHEETS 101, 102, 103, & 104, REFER TO A1/202 FOR ROOF ASSEMBLY DETAIL. REFER TO ROOF PLANS ON SHEETS 101, 102, 103, & 104, REFER TO A1/202 FOR ROOF ASSEMBLY DETAIL. 2. REMOVE EXISTING ROOF MATERIAL DOWN TO DECK. USE HAND SPUDDING DEMOLITION ONLY; DO NOT USE MECHANICAL SPUDDING. DO REMOVE EXISTING ROOF MATERIAL DOWN TO DECK. USE HAND SPUDDING DEMOLITION ONLY; DO NOT USE MECHANICAL SPUDDING. DO NOT SAW CUT ROOF. DO NOT USE POWERED EQUIPMENT FOR DEMOLITION OF ROOF ASSEMBLY. PROTECT MATERIALS TO BE REUSED. REPAIR DAMAGE TO EXISTING ROOF STRUCTURE INCURRED DURING THE WORK. SEE A1 / 102 FOR DESCRIPTION OF EXISTING ROOF STRUCTURE. 3. REMOVE AIR VENTS, ROOF VENTS AND OTHER EQUIPMENT AS REQUIRED TO EXTEND CURBS AND INSTALL FLASHINGS AS INDICATED REMOVE AIR VENTS, ROOF VENTS AND OTHER EQUIPMENT AS REQUIRED TO EXTEND CURBS AND INSTALL FLASHINGS AS INDICATED ON DRAWINGS. REPLACE MOPPED-IN COLLAR FLASHINGS WITH NEW. 4. REMOVE SKYLIGHTS AND PROVIDE NEW SKYLIGHTS. REMOVE SKYLIGHTS AND PROVIDE NEW SKYLIGHTS. 5. INSTALL FALL PROTECTION SYSTEMS. INSTALL FALL PROTECTION SYSTEMS. 6. INSTALL NEW VAPOR RETARDER, INSULATION, COVER BOARD, SINGLE-PLY ROOF, FLASHINGS, AND OTHER ITEMS AS DETAILED, INSTALL NEW VAPOR RETARDER, INSULATION, COVER BOARD, SINGLE-PLY ROOF, FLASHINGS, AND OTHER ITEMS AS DETAILED, SPECIFIED, AND AS REQUIRED TO PROVIDE COMPLETE ROOF SYSTEM. 7. REINSTALL EQUIPMENT AND FLASHINGS SALVAGED FOR REUSE. REINSTALL EQUIPMENT AND FLASHINGS SALVAGED FOR REUSE. 8. PAINT NEW AND EXISTING ROOFTOP EQUIPMENT AND SHEET METAL EXCEPT PRE-FINISHED METAL, ALUMINUM, AND STAINLESS STEEL.PAINT NEW AND EXISTING ROOFTOP EQUIPMENT AND SHEET METAL EXCEPT PRE-FINISHED METAL, ALUMINUM, AND STAINLESS STEEL.
AutoCAD SHX Text
1. PROTECT EXISTING BUILDINGS, YARDS, AND ADJACENT ROOF SURFACES FROM PROTECT EXISTING BUILDINGS, YARDS, AND ADJACENT ROOF SURFACES FROM DAMAGE AND DEBRIS. REPAIR DAMAGE OCCURRING DURING THE WORK. 2. BUILDING DIMENSIONS AND LOCATIONS OF ROOF PENETRATIONS ARE BUILDING DIMENSIONS AND LOCATIONS OF ROOF PENETRATIONS ARE APPROXIMATE. VERIFY DIMENSIONS, LOCATIONS, AND QUANTITIES. . VERIFY DIMENSIONS, LOCATIONS, AND QUANTITIES. 3. INSPECT ROOF SUBSTRATE FOR DECAY AND REPORT UNSATISFACTORY INSPECT ROOF SUBSTRATE FOR DECAY AND REPORT UNSATISFACTORY CONDITIONS TO ARCHITECT FOR REMEDY. 4. MAINTAIN TEMPORARY WATERPROOF COVERINGS UNTIL ROOFING IS COMPLETE. MAINTAIN TEMPORARY WATERPROOF COVERINGS UNTIL ROOFING IS COMPLETE. 5. REPAIR EXISTING CEILINGS AND LIGHT FIXTURES DAMAGED DURING TEAR-OFF REPAIR EXISTING CEILINGS AND LIGHT FIXTURES DAMAGED DURING TEAR-OFF AND REROOFING WORK. 6. VERIFY LOCATIONS OF STAGING AREAS WITH OWNER. VERIFY LOCATIONS OF STAGING AREAS WITH OWNER. 7. DETAILS SHOW MINIMUM REQUIREMENTS FOR ROOFING COMPONENTS. FOLLOW DETAILS SHOW MINIMUM REQUIREMENTS FOR ROOFING COMPONENTS. FOLLOW SELECTED MANUFACTURER’S REQUIREMENTS WHEN THEY EXCEED THESE S REQUIREMENTS WHEN THEY EXCEED THESE MINIMUMS. 8. DISCONNECT ELECTRICITY IN CONDUITS AFFECTED BY THE WORK, INCLUDING DISCONNECT ELECTRICITY IN CONDUITS AFFECTED BY THE WORK, INCLUDING POWER TO MECHANICAL UNITS. RECONNECT AND TEST OPERATION OF UNITS. ELECTRICAL WORK SHALL BE PERFORMED BY LICENSED ELECTRICAL CONTRACTOR. 9. AT CHANGES IN ROOF PLANE, EASE EDGES WITH CANT STRIPS AND TAPERED AT CHANGES IN ROOF PLANE, EASE EDGES WITH CANT STRIPS AND TAPERED EDGE STRIPS. 10. WHERE EXISTING WOOD ROOF DECKING IS EXPOSED TO INTERIOR SPACE BELOW, WHERE EXISTING WOOD ROOF DECKING IS EXPOSED TO INTERIOR SPACE BELOW, INSTALL PLASTIC SHEETING TO CATCH DEBRIS DURING DEMOLITION. AFTER PLASTIC IS REMOVED, ENSURE THAT ALL STAPLES AND/OR TAPE FASTENERS ARE ALSO REMOVED. 11. USE SHORTEST POSSIBLE FASTENERS REQUIRED TO ACHIEVE MANUFACTURERS' USE SHORTEST POSSIBLE FASTENERS REQUIRED TO ACHIEVE MANUFACTURERS' RECOMMENDED PENETRATION. 12. MOBILE FALL PROTECTION DEVICES WITH PENETRATING SPIKES MAY NOT BE MOBILE FALL PROTECTION DEVICES WITH PENETRATING SPIKES MAY NOT BE USED.
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METAL FLANGES AT AIR VENTS: LARGE HEAD HOT DIPPED 12 GA GALV ROOFING NAILS AT 4" O/C LARGE HEAD HOT DIPPED 12 GA GALV ROOFING NAILS AT 4" O/C PRE-FINISHED SHEET METAL SKIRTS AT EXHAUST FANS: PRE-FINISHED SHEET METAL SCREWS WITH NEOPRENE WASHERS AT 8" O/C; PRE-FINISHED SHEET METAL SCREWS WITH NEOPRENE WASHERS AT 8" O/C; MINIMUM 2 FASTENERS PER SIDE. PRE-FINISHED FLASHING AND COUNTERFLASHING: PRE-FINISHED SHEET METAL SCREWS WITH NEOPRENE WASHERS AT 24" O/C PRE-FINISHED SHEET METAL SCREWS WITH NEOPRENE WASHERS AT 24" O/C CONTINUOUS CLEATS AND REGLETS TO WOOD: GALVANIZED NAILS AT 12" O.C. GALVANIZED NAILS AT 12" O.C. PLYWOOD BACKING: 10d GALV NAILS AT 12" OC AT WOOD FRAMING / COMPRESSION PINS AT 18" 10d GALV NAILS AT 12" OC AT WOOD FRAMING / COMPRESSION PINS AT 18" OC, STAGGERED PATTERN AT CONCRETE OR CMU.
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W I L L A K E N Z I E R O A D
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DESIGN WIND LOADS
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ZONE 1 (ROOF AREA FIELD): 23.8 PSF ZONE 2 (ROOF EDGE PERIMETER): 39.8 PSF ZONE 3 (ROOF EDGE CORNERS): 60.0 PSF
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ROOF MINIMUM DESIGN UPLIFT-RESISTANCE CAPACITIES
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ASCE 7-10. ENVELOPE PROCEDURE, PART 2: LOW-RISE BUILDINGS EXPOSURE: B OCCUPANCY CATEGORY: III BASIC WIND SPEED (3-SECOND GUST): 105 MPH
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ZONE 1 (ROOF AREA FIELD): 28.5 PSF ZONE 2 (ROOF EDGE PERIMETER): 47.7 PSF ZONE 3 (ROOF EDGE CORNERS): 71.9 PSF
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EDGE METAL MINIMUM DESIGN WIND-RESISTANCE LOADS
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ZONE 2 (ROOF EDGE PERIMETER, VERTICAL): 47.7 PSF ZONE 3 (ROOF EDGE CORNERS, VERTICAL): 71.9 PSF ZONE 4 (WALL EDGE PERIMETER, HORIZONTAL):30.9 PSF ZONE 5 (WALL EDGE CORNERS, HORIZONTAL): 38.1 PSF
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ZONE 1 (ROOF FIELD)
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ZONE 2 (ROOF EDGE PERIMETER)
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ZONE 3" (ROOF EDGE CORNERS)
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ZONE 4 (WALL EDGE CORNERS)
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ZONE 4 (WALL EDGE PERIMETER)
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FOLLOWING LIST OF ASSUMED EXISTING ROOF ASSEMBLIES ARE BASED ON RECENT TEST CUTS BY OWNER AND DETAIL DRAWINGS FROM PREVIOUS ROOFING PROJECTS: (FIELD VERIFY) GENERAL: CAP SHEET (2) INNER PLIES -OVER- CAP SHEET (3) INNER PLIES BASE SHEET NAILED TO DECK RED ROSIN VAPOR RETARDER SHEATHING PENTHOUSES: CAP SHEET (4) INNER PLIES BASE SHEET 1 " RIGID INSULATION 12" RIGID INSULATION - OVER - OVER - 1" PERLITE RIGID INSULATION BASE SHEET NAILED TO DECK RED ROSIN VAPOR RETARDER SHEATHING
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REMOVE (12) 4'x4' SKYLIGHTS
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REMOVE (32) 8'x8' SKYLIGHTS
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INDICATES ADDITIONAL ROOF REPAIR OVERLAYS TO BE ADDITIONAL ROOF REPAIR OVERLAYS TO BE REMOVED; TOTAL AREA AT EAST SIDE OF BUILDING = APPROXIMATELY 16,150 SF
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REMOVE ROOF HATCH
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REMOVE ROOF HATCH
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REMOVE ROOF HATCH
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REMOVE ABANDONED CURB, SM COVER, & ELEC EQUIPMENT
Page 13: SHELDON HIGH SCHOOL ROOFING 2020 C.I.P. No. …Sheldon High School Roofing 2020 00 41 13 - 1 DOCUMENT 00 41 13 BID FORM BID FOR: Sheldon High School Roofing 2020 CIP Number: 420.652.209

ROOF PLAN - NORTHWESTA1103 1/16" = 1'-0"

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C ROBERTSON | SHERWOOD | ARCHITECTS PC 2020 ORIGINAL SHEET SIZE: 24"x36"

ISSUE:

PROJECT NO:DRAWN BY:CHECKED BY:

ISSUE DATE:

MARK DATE DESCRIPTION

1901

CONSTRUCTION DOCUMENTS3 MARCH 2020

JMR

1 2 3 4 5 6

132 EAST BROADWAY, SUITE 540EUGENE, OREGON 97401

541-342-8077www.robertsonsherwood.com

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GENERAL NOTES ROOF PLAN LEGENDKEYED NOTES

1

1

1

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MATCHLINE
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SEE A1/A104
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SK1
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SK2
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SK3
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SK4
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SK5
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SK6
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SK7
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SK8
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SK9
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SK10
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SK11
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SK12
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SK37
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SK39
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SK41
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SK38
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SK40
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SK42
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SK43
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SK45
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SK47
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SK44
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SK46
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SK48
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PENTHOUSE #8 12'-4"x32'-5"
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RH
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MATCHLINE
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SEE A1/104
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(E) FPA
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(E) FPA
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FPA
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FPA
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FPA
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FPA
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FPA
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FPA
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(E) FPA
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FPA
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FPA
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FPA
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FPA
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FPA
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FPA
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FPA
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FPA
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FPA
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HORIZONTAL LIFELINE
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REFER ALSO TO GENERAL NOTES ON SHEET 002
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FPA
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PLASTER CEILING / LIMITED ACCESS FROM BELOW THROUGH ACCESS HATCHES IN COURTYARD; INSTALL FALL PROTECTION ANCHOR PER LIQUID FLASHING AT (4) (E) ROOF HATCH SAFETY RAILING POSTS (E) HORIZONTAL LIFELINE TO REMAIN (E) CONDUIT OR CONDENSATE DRAIN THROUGH HVAC CURB (E) 1" PIPE VENT; (5) TOTAL(E) 18" FLUE PIPE(E) 35"x35" SM CAP ON CURB W/ FLUE PIPE; RAISE CURB & REINSTALL STORM COLLAR SIM (E) 20"x20" SM CAP ON CURB W/ FLUE PIPE (E) 26"x26" SM CAP ON W/ (3) PLASTIC VENT PIPES (E) 70"x74" SM ASSEMBLY W/ (6) GUY WIRES; FLASH CURB PER PROVIDE LIQUID FLASHING AT EACH GUY WIRE PROVIDE 6"x6" WALKPAD BETWEEN (2) EXISTING 4" SQ DUCT SUPPORT PADS (E) 3 " FITTED GAS PIPE; MODIFY PER 12" FITTED GAS PIPE; MODIFY PER(E) RAD UNIT MOUNTED ON SM CURB CAP; FLASH CURB PER AND PROVIDE LIQUID FLASHING (2) STEEL ANGLE SUPPORTS
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1
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C1
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202
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1
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1
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1
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FPA
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59
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58
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57
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64
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63
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62
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81
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61
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60
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65
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66
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67
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68
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71
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70
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69
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85
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104
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84
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103
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102
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83
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82
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86
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87
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105
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106
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107
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AV (E) AIR VENTILATOR (E) AIR VENTILATOR ES (E) EQUIPMENT SUPPORT CURB (E) EQUIPMENT SUPPORT CURB EJ (E) EXPANSION JOINT (E) EXPANSION JOINT FPA FALL PROTECTION ANCHOR FALL PROTECTION ANCHOR PV (E) PLUMBING VENT (E) PLUMBING VENT REF (E) ROOF EXHAUST FAN (E) ROOF EXHAUST FAN RH (E) ROOF HATCH SIM (E) ROOF HATCH SIM SK SKYLIGHT (individually numbered) SKYLIGHT (individually numbered) SP SPLASH PANSPLASH PAN
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NOTE: SIZES OF ROOF PENETRATIONS AND CURBS INDICATED IN INCHES.
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E3
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201
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WALKWAY PADS
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D5
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C1
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E1
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201
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SIM
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E3
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201
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E5
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201
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A3
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201
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E3
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201
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A5
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201
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2
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2
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B3
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201
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31
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ROOF DRAIN (individually numbered)
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C3
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3
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3
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SP
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88
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PV4"
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AV 16"x16"
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REF 28"x28"
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PV2"
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REF20"x20"
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A3
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201
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ES
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15
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REF 26"x26"
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4
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4
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PV1 "12"
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PV2"
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PV4"
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PV2 "12"
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PV2"
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PV2"
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PV2"
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PV2"
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10
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REF 48"x48"
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REF 28"x28"
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PV2"
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PV2 "12"
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AV37"x37"
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13
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5
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7
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8
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9
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12
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PV2"
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PV2"
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18
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16
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PV4"
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21
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21
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PV3"
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PV3"
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PV2"
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3
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PV2 "12"
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6
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PV2 "12"
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PV2 "12"
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PV2 "12"
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PV2"
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PV2"
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REF38"x38"
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REF38"x38"
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PV2"
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PV2"
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PV3 "12"
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PV2"
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PV2"
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FPA
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AV21"x27"
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AV 20"x26"
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11
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(2) AV20"x26"
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REF 22"x22"
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UPPER GYM ROOF
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20
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4
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4
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4
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14
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4
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20
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D5
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203
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EJ
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EJ
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EJ
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EJ
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4
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E1
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201
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A3
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203
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5
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6
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A2
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203
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E2
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201
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A2
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203
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7
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E2
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201
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8
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E3
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201
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9
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E3
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201
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10
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12"x18" HVAC CURB PROVIDE PENETRATION BOX AT (E) REFRIGERANT LINES/ CONDUIT PENETRATION (E) CABLE LEAVING (E) CONDUIT & ROUTED TO WALL (E) 3 " & 2" GAS PIPING PENETRATIONS; FLASH PER 12" & 2" GAS PIPING PENETRATIONS; FLASH PER(E) 1 " PIPE MAST; FLASH PER & PROVIDE GUY WIRE 12" PIPE MAST; FLASH PER & PROVIDE GUY WIRE FASTENED TO ROOF DECK; FLASH W/ LIQUID FLASHING OMIT FLAT INSULATION ON ROOFS OVER EXTERIOR SPACES (E) 2 " CONDUIT & SM JUNCTION BOX; PROVIDE 12" CONDUIT & SM JUNCTION BOX; PROVIDENON-PENETRATING PEDESTALS UNDER BOTH BOX & CONDUIT (E) DOWNSPOUT NOZZLE W/ SPLASHPAN SEE FOR TYPICAL PENTHOUSE ROOF PLAN (E) LOOSE COMMUNICATIONS CABLE (E) COMMUNICATIONS CABLE PENETRATING COUNTERFLASHING AT WALL (E) CONDENSATE PENETRATING COUNTERFLASHING (VERIFY) (E) ANTENNA ON STEEL FRAME W/ CMU BALLAST; REINSTALL OVER WALKPADS (E) HEAT PUMP CONDENSER ON 36"x36" CURB (E) SM FLASHING AT FLEXIBLE PENETRATIONS; RAISE CURB, INSTALL TPO OVER TOP OF CURB AND REINSTALL FLASHING
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14
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A4
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201
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B2
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203
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15
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16
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17
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A3
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203
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16
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B6
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201
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E1
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201
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18
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TYP, BOTH LEGS OF L-SHAPED WALL; PRE-FIN CNTRFLSHG AT THIS LOCATION
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19
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19
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19
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19
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20
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B6
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201
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B6
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201
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B6
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201
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HIGH
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LOW
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LOW
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HIGH
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LOW
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HIGH
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E5
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203
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B5
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201
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21
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E5
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201
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1. REMOVE AIR VENTS, ROOF VENTS AND OTHER EQUIPMENT AS REMOVE AIR VENTS, ROOF VENTS AND OTHER EQUIPMENT AS REQUIRED TO EXTEND CURBS AND INSTALL FLASHINGS AS INDICATED ON DRAWINGS. REPLACE MOPPED-IN COLLAR FLASHINGS WITH NEW. PROVIDE DISCONNECT SWITCHES AT ROOF EXHAUST FANS PER SECTION 26 05 00. 2. INSTALL NEW INSULATION, COVER BOARD, SINGLE-PLY ROOF, INSTALL NEW INSULATION, COVER BOARD, SINGLE-PLY ROOF, FLASHINGS, AND OTHER ITEMS AS DETAILED AND SPECIFIED. 3. REINSTALL EQUIPMENT AND FLASHINGS SALVAGED FOR REUSE. REINSTALL EQUIPMENT AND FLASHINGS SALVAGED FOR REUSE. PAINT NEW AND EXISTING ROOFTOP EQUIPMENT AND SHEET METAL EXCEPT PRE-FINISHED METAL. 4. EXTEND CURBS, PLUMBING VENTS, AND OTHER ITEMS WHERE EXTEND CURBS, PLUMBING VENTS, AND OTHER ITEMS WHERE NECESSARY AS INDICATED IN DETAILS. 5. QUANTITIES AND LOCATIONS OF ROOF MOUNTED EQUIPMENT QUANTITIES AND LOCATIONS OF ROOF MOUNTED EQUIPMENT ARE BASED ON CASUAL OBSERVATION AND ORIGINAL CONSTRUCTION DOCUMENTS. VERIFY ACTUAL QUANTITIES AND LOCATIONS. 6. LOCATIONS OF FALL PROTECTION ANCHORS ARE BASED ON LOCATIONS OF FALL PROTECTION ANCHORS ARE BASED ON ASSUMED CENTER LINES OF EXISTING GLU-LAM BEAMS. VERIFY ACTUAL LOCATIONS OF BEAMS PRIOR TO INSTALLING ANCHORS. NOTIFY ARCHITECT IF ANCHOR LOCATIONS MUST BE ADJUSTED DUE TO BEAM-MOUNTED CONDUIT OR OTHER ITEMS THAT MAY INTERFERE WITH INSTALLATION. 7. REFER TO C3/202 FOR LOCATION OF FALL PROTECTION REFER TO C3/202 FOR LOCATION OF FALL PROTECTION ANCHORS WHERE ACCESS TO STRESSED SKIN PANELS OCCURS FROM BELOW, REFER TO C1/ 202 WHERE ACCESS FROM BELOW IS LIMITED BY PLASTER OR GYPSUM BOARD CEILINGS. 8. REPLACE (E) WOOD CONDUIT AND PIPING SUPPORTS WITH REPLACE (E) WOOD CONDUIT AND PIPING SUPPORTS WITH NON-PENETRATING PEDESTALS.
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A1
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101
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22
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22
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E5
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203
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E5
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203
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E5
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203
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E5
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203
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E5
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203
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E5
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203
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E5
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203
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23
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23
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24
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23
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24
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TAPERED INSULATION AT ROOF EDGES, EXPANSION JOINTS, AND PENTHOUSES; SEE FOR TYPICAL TAPERED INSULATION PLAN
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D1
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203
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REF17"x17"
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25
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A3
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203
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25
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KEY PLAN
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11
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A1
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203
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12
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E3
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201
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13
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RIDGE
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CRICKET BETWEEN SCUPPERS, TYP
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THRU-WALL SCUPPER & DOWNSPOUT, TYP OF (6)
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SLOPE
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SLOPE
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TYP AT THIS BLDG
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BROADCASTING BUILDING
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(3) (E) ANTENNA MASTS; REATTACH TO NEW FASCIA W/ SM SCREWS & NEOPRENE WASHERS (E) PHOTOCELL (E) " CONDUIT; PROVIDE NON-PENETRATING PEDESTALS 12" CONDUIT; PROVIDE NON-PENETRATING PEDESTALSSUPPORTS (E) CONDUIT PENETRATION REMOVE (E) DISCONNECT SWITCH SUPPORTS & REINSTALL SWITCHES ON NEW EQUIPMENT SUPPORTS, KEYCURB RKCMA2 OR SIMILAR
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29
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PROVIDE " THICK ROOF SHEATHING 34" THICK ROOF SHEATHING AFTER REMOVING (E) CURB REINSTALL (E) GUY WIRE TO EYEBOLT TO NEW UNISTRUT CHANNEL ATTACHED TO SIDE OF FASCIA (E) ROUND STEEL PIPE; BRACE TO SIDE OF PARAPET W/ UNISTRUT FRAME
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34
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26
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27
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26
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E3
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201
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27
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28
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28
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29
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AV26"x26"
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AV26"x26"
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AV26"x26"
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SIM
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30
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PV4"
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30
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A3
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201
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31
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31
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AV12"x12"
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AV18"x18"
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RAISE RH 35"x35"
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E2
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201
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SIM
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AV30"x32"
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AV9"x13"
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HVAC 47"x50"
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E3
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201
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32
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E1
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201
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32
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AV33"x33" W/ GOOSENECK
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E2
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201
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SIM
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32
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33
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33
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33
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AV32"x32"
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34
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NOTE: REMOVE (E) ROOF ASSEMBLY (BUR OVER 1" RIGID INSULATION) TO EXPOSE (E) " PLYWOOD 34" PLYWOOD DECK
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35
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36
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35
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36
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AV13"x25" W/ GOOSENECK
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E3
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201
Page 14: SHELDON HIGH SCHOOL ROOFING 2020 C.I.P. No. …Sheldon High School Roofing 2020 00 41 13 - 1 DOCUMENT 00 41 13 BID FORM BID FOR: Sheldon High School Roofing 2020 CIP Number: 420.652.209

201

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ISSUE:

PROJECT NO:DRAWN BY:CHECKED BY:

ISSUE DATE:

MARK DATE DESCRIPTION

1901

CONSTRUCTION DOCUMENTS9 MARCH 2020

JMR

1 2 3 4 5 6

132 EAST BROADWAY, SUITE 540EUGENE, OREGON 97401

541-342-8077www.robertsonsherwood.com

RobertsonSherwoodArchitectsPC

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SECTION AT PENTHOUSE WALLC5201 1-1/2" = 1'-0"

CONDENSATE DRAIN EXTENSION AT PENTHOUSESD3201 1-1/2" = 1'-0"

DOWNSPOUT EXTENSIONE4201 1-1/2" = 1'-0"

SPLASHPANE5201 3/4" = 1'-0"

PIPE FLASHINGB4201 NOT TO SCALE

THROUGHWALL

PENTHOUSE DOORA1201 1-1/2" = 1'-0"

PLAN AT FPAB1201 1-1/2" = 1'-0"

SECTION AT FPAC1201 1-1/2" = 1'-0"

FRAMING PLANB2201 1-1/2" = 1'-0"

STRESSED SKIN PANEL

FLASHING AT REFE3201 1-1/2" = 1'-0"

CURB EXTENSIONE2201 1-1/2" = 1'-0"

ROUND PENETRATIONE1201 1-1/2" = 1'-0"

RETROFIT ROOF DRAINC3201 1-1/2" = 1'-0"

SEALANT POCKETB3201 3" = 1'-0"

SCIENCE WING WALLD2201 1-1/2" = 1'-0"

ROOF AT

SM FLASHINGC2201 NOT TO SCALE

EQUIPMENT SUPPORTA3201 1-1/2" = 1'-0"

AT PENTHOUSES

HVAC CURBA4201 1-1/2" = 1'-0"

FLASHING AT WALLB6201 1-1/2" = 1'-0"

SKYLIGHTA5201 1-1/2" = 1'-0"

DOWNSPOUT NOZZLEB5201 1-1/2" = 1'-0"

COPINGE6201 3" = 1'-0"

1

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PT 2x6;
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TAPERED 2x4
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34" PLYWOOD
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SM CNTRFLSHG W/ SM FASTENERS @ 24" OC
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S-LOCK REGLET W/ SM FASTENERS @ 24" OC
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CUT & REMOVE (E) SM WALL PANELS AT THIS POINT
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(E) PLYWOOD SHTHG
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(E) SM WALL PANEL TO REMAIN
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(E) ROOF DECK
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2x4 BLOCKING
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FILL VOID W/ BATT INSULATION
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(E) PENTHOUSE FLOOR
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(E) CANT MAY REMAIN
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DIMENSION VARIES FROM APPROXIMATELY 8 " TO 9 " AT PENTHOUSES #1, 2, 3, 6, & 7 AND FROM 12" TO 9 " AT PENTHOUSES #1, 2, 3, 6, & 7 AND FROM 12" AT PENTHOUSES #1, 2, 3, 6, & 7 AND FROM APPROXIMATELY 16" TO 18" AT PENTHOUSES #4 & 5. DIMENSION FROM ROOF SURFACE TO COUNTERFLASHING OF 5" MINIMUM SIMILAR AT ALL PENTHOUSES.
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SEE NOTE BELOW
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CUT & REMOVE SECTION OF (E) DOWNSPOUT
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NEW SCHED 40 PVC PIPE & FITTINGS TO ROUTE DOWNSPOUT THRU EXTERIOR WALL
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WRAP PIPE W/ INSULATION
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SPLASHPAN
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CAP ABANDONED FLOOR OPENING TOP & BOTTOM W/ SHEET METAL
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SEE FOR ADDITIONAL NOTES
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C5
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201
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E5
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201
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(E) 1 " COPPER CONDENSATE 12" COPPER CONDENSATEDRAIN PIPE
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FLASHING
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B4
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201
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TOP FLASHING: SET IN SEALANT OVER BACK FLASHING; SEAL TO PIPING
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BACK FLASHING: SET IN SEALANT; BREAK BOTTOM TO LAP OVER SIDING BELOW; SEAL TO PIPING
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DOWNSPOUT PIPING
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CUT SLOT IN (E) SIDING FROM BOTTOM 1/4" LARGER THAN PIPING; INSTALL SEALANT & BACKER ROD BETWEEN PIPING & (E) SIDING
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EXTEND DRAIN PIPE
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FIELD FABRICATED PIPE FLASHING
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SEE FOR ADDITIONAL NOTES
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B5
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201
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DOOR ALCOVE WALL BEYOND (E ) DOOR FRAME & SILL FLASHING REUSE (E) COUNTERFLASHING TYPICAL ROOF ASSEMBLY
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REMOVE (E) BLOCKING FROM NEW OPENING
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(E) GLB BELOW
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HATCHING INDICATES NEW SHTHG OR (E) SHTHG, SEE
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2x BLOCKING AT PERIMETER OF NEW OPENING
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A34 ANGLE AT EACH CORNER
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(E) PANEL EDGE CENTERED ON GLB
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NEW BLOCKING
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12" THREADED ROD
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"x12"x12"12"x12"x12"
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(E) GLB
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(E) GLB
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FPA BASE PLATE
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ANCHOR POST
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12" THREADED ROD
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MSTA9 STRAP TIE
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(E) MECHANICAL EQUIPMENT FLASHING
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SM SCREWS W/ NEOPRENE WASHER AT 24" OC; MIN (2) EACH SIDE
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MFR'S STANDARD MEMBRANE TERMINATION
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SM CNTRFLSHG
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MEMBRANE FLASHING
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ROOF ASSEMBLY
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NOTE: IF (E) CURB DOES NOT ALLOW FOR MIN 6" HIGH VERT MEMBRANE; EXTEND CURB PER
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E2
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201
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(E) MECHANICAL EQUIPMENT FLASHING
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SM SCREWS W/ NEOPRENE WASHER AT 18" OC; MIN (2) PER SIDE
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(E) CURB
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EXTEND DUCTWORK
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ROOF ASSEMBLY
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(E) PLUMBING VENT STACK OR OTHER ROUND ROOF PENETRATION
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SEALANT
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SS HOSE CLAMP
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PREFABRICATED MEMBRANE FLASHING
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TYP ROOF ASSEMBLY
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B1
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201
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B2
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201
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PRE-MOLDED 2-PART FILLABLE SEALANT POCKET
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POURABLE SEALANT; FILL POCKET COMPLETELY
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ROOF ASSEMBLY
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FLEXIBLE ROOF PENETRATION
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(E) METAL WALL PANEL
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(E) REGLET TO REMAIN
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REUSE (E) COUNTERFLASHING
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MEMBRANE FLASHING
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ROOF ASSEMBLY OVER (E) BUR & CANT TO REMAIN
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(E) SM FLASHING; USE AS TEMPLATE FOR (N) FLASHING; SET (N) FLASHING IN BUTYL SEALANT & RIVET TO (E) METAL PANELS SYSTEM
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FOR FLASHING AT TPO ROOFING, SEE
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E1
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201
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4"
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1 " S12" S
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2"
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3"
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3"
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DRIP W/ HEM
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SM REGLET
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SM COUNTERFLASHING
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PT BLOCKING
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NOTE: VERIFY (E) CONDITIONS AT GLU-LAM BEAMS PRIOR TO ORDERING PRODUCTS & START OF INSTALLATION.
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2"
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3"
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1'-4"
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1'-0"
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2 "14"
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EXTEND TOP LEG AS REQ'D TO POP RIVET TO CNTRFLSHG
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SS PAN
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DOWNSPOUT
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COUNTERFLASHING
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(E) SUPPORT (VERIFY ACTUAL CONSTRUCTION)
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SM COUNTERFLASHING
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NEW CAP METAL
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SM FASTENERS W/ NEOPRENE WASHERS AT 24" OC
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TEMPORARILY LIFT MECH EQUIP AS REQ'D TO EXTEND SUPPORT & INSTALL TPO
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NOTE: EXTEND (E) PLUMBING VENT STACKS AS REQ'D SO THAT HEIGHT IS 12" MIN ABOVE ROOF SURFACE
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SEE NOTE
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SM COUNTERFLASHING
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C5
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201
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TAPERED INSUL; SEE PLAN
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PROVIDE SEALANT POCKET WHERE FLEXIBLE PENETRATIONS OCCUR
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RETROFIT DRAIN
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MEMBRANE FLASHING
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ROOF ASSEMBLY
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(E) ROOF DRAIN BODY
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WATER CUTOFF MASTIC
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1
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3
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B1
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202
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SS CAP; WELD JOINTS WATERTIGHT
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MODIFY (E) INSULATED HVAC PIPING TO FIT OVER NEW CURB; SEAL JOINT AT SS CAP
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WOOD FRAMED CURB W/ " EXTERIOR GYP 58" EXTERIOR GYP SHEATHING
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CONDUIT PENETRATION
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A3
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203
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COUNTERFLASHING
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C5
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201
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SIM
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SM COUNTERFLASHING; REUSE (E) OR PROVIDE NEW; STAINLESS STEEL, UON
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TYP ROOF ASSEMBLY
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(E) SM WALL PANELS & FLASHING TO REMAIN
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REMOVE (E) DOWNSPOUT NOZZLE & INSTALL MEMBRANE FLASHING; SEAL FLASHING TO PIPE
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CLEAN (E) DOWNSPOUT NOZZLE & REINSTALL OVER MEMBRANE FLASHING; SEAL TO FLASHING
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INSTALL CNTRFLSHG OVER NOZZLE FLANGE, CUT TIGHT AND SEAL TO FLANGE
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SEE FOR ADDITIONAL NOTES
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B6
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201
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1'-0" @ 4' SKYLIGHT
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1
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12
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SKYLIGHT
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ENGINEERED FASTENER BY SKYLIGHT MFR
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MEMBRANE FLASHING OVER 5/8" GYPSUM SHEATHING
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34" WOOD TRIM; STAIN TO MATCH (E) WOOD
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CURB: 2x4 @ 16" OC W/ 3-1/2" POLYISO INSUL& VAPOR RETARDER ON WARM SIDE
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1 " WOOD TRIM, STAIN TO 12" WOOD TRIM, STAIN TO MATCH (E)
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(E) WOOD SKYLIGHT WELL
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(E) SKYLIGHT TO BE REMOVED
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NORTH SIDE
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SOUTH SIDE
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ROOFING SEALANT BY SKYLIGHT MFR
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ROOFING SEALANT BY SKYLIGHT MFR
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ENGINEERED FASTENER BY SKYLIGHT MFR
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PT 2x CURB EXTENSION; SECURE W/ SIMPSON A35 FRAMING CLIPS AT CORNERS, TYP
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PLYWD SHEATHING
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LAG " @ 24" OC12" @ 24" OC
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EXTEND (E) SUPPORT W/ PT WOOD FRAMING
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UNISTRUT ASSEMBLY; ATTACH THRU SIDE OF CURB
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(E) PARAPET 38" PLYWD 2x4 STUDS @ 16" OC 58" PLYWD METAL WALL PANELS
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PRE-MANUFACTURED COPING
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EXTEND MEMBRANE FLASHING OVER EXTERIOR FACE OF PARAPET
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ALTERNATE NO. 1
Page 15: SHELDON HIGH SCHOOL ROOFING 2020 C.I.P. No. …Sheldon High School Roofing 2020 00 41 13 - 1 DOCUMENT 00 41 13 BID FORM BID FOR: Sheldon High School Roofing 2020 CIP Number: 420.652.209

SUPPORT POSTA5203 1-1/2" = 1'-0" 203

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C ROBERTSON | SHERWOOD | ARCHITECTS PC 2020 ORIGINAL SHEET SIZE: 24"x36"

ISSUE:

PROJECT NO:DRAWN BY:CHECKED BY:

ISSUE DATE:

MARK DATE DESCRIPTION

1901

CONSTRUCTION DOCUMENTS9 MARCH 2020

JMR

1 2 3 4 5 6

132 EAST BROADWAY, SUITE 540EUGENE, OREGON 97401

541-342-8077www.robertsonsherwood.com

RobertsonSherwoodArchitectsPC

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COURTYARD COVERSUPPORT POSTA6

203 1-1/2" = 1'-0"

COURTYARD COVER

SUPPORT POSTC6203 1-1/2" = 1'-0"

COURTYARD COVER

ROOF EDGE AT TAPERED INSULATIONE5203 3" = 1'-0"

METAL EDGE COVER PLATEC4

203 NOT TO SCALE

TYPICAL TAPERED INSULATION PLAND4203 3" = 1'-0"

PROSCENIUM WALLD4203 1-1/2" = 1'-0"

HORIZONTAL PENETRATION THROUGH CURBA3203 1-1/2" = 1'-0"

FLUE PIPE FLASHINGA2203 1-1/2" = 1'-0"

GAS PIPE RE-ROUTEA1203 NOT TO SCALE

EXPANSION JOINTD5203 3" = 1'-0"

FPA WALL ANCHORE4203 1-1/2" = 1'-0"

PLAN VIEW AT

EQUIPMENT CURBB4203 1-1/2" = 1'-0"

FPA2 FLASHINGC3203 1-1/2" = 1'-0"

PENETRATION BOXB1203 3" = 21'-0"

SCUPPER DRAINA2203 1-1/2" = 1'-0"

1

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A6
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203
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RAISE (E) STEEL PIPE POST & STEEL PLATE SADDLE
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(E) SADDLE LOCATION
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BLOCKING CUT FROM 6x6; PAINT PER SECTION 09 91 13
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(E) 2x PLATE
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A23 FRAMING ANGLE EACH SIDE
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PATCH (E) BOLT HOLE IN GLB
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(E) BOLT HOLE IN STEEL SADDLE
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THRU-BOLT IN (E) HOLE IN STEEL SADDLE
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THRU-BOLT IN (E) HOLE IN STEEL SADDLE
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PAINT PER SECTION 09 91 13
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EXPANSION JOINT COVER
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PT BLOCKING BOTH SIDES
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TAPERED INSULATION
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MINERAL WOOL INSUL & VAPOR RETARDER
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3 " POLYISO INSULATION12" POLYISO INSULATION
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TAPERED INSULATION W/ "/FT 316"/FT SLOPE; 2: THICK @ ROOF EDGE
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TPO OVER COVER BOARD
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6" WIDE TPO PRESSURE-SENSITIVE COVER TAPE W/ TPO PRIMER
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DRIP EDGE FASCIA
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MEMBRANE FLASHING WRAPPED OVER FACE OF ROOF EDGE
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MATCH (E) REVEAL
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BUILT-UP PT WOOD CURB
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(E) WOOD BLOCKING
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CLEAN (E) SM FLASHING TO REMAIN
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(2) PRE-FINISHED SCREWS, THIS SIDE, AT CENTER OF EACH SECTION AND AT COVER PLATE
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10'-0"
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1" GAP BTW CAP SECTIONS
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SHEET METAL COVER; EMBED INTO 4 BEADS OF SEALANT OVER JOINT
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OPP
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SIDE
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OPPOSITE SIDE
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65
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85
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104
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+2"
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+0"
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+0"
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+0"
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+0"
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+0"
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+0"
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+2"
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+2"
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+2"
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+2"
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+2"
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SK4
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SK5
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SK6
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EXPANSION JOINT
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EXPANSION JOINT
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UPPER GYM WALL
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RIDGE
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RIDGE
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VALLEY
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RIDGE
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SP
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VALLEY
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NOTE: TAPERED INSULATION SLOPE = :12 UNLESS 14:12 UNLESS OTHERWISE INDICATED
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EXTERIOR ROOF EDGE
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VALLEY
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VALLEY
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VALLEY
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(E) 12" THICK CONC WALL
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(E) SM REGLET TO REMAIN
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REMOVE & REINSTALL (E) COUNTERFLASHING
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ROOF ASSEMBLY
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WHERE JUNCTION BOX OCCURS, EXTEND CONDUIT
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REPLACE FLEX CONDUIT & CONDENSATE LINE AS SPECIFIED
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FIELD FABRICATED PIPE FLASHING
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SS CLAMPING RING
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WATER STOP & SEALANT
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SEALANT AT COUNTERFLASHING
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FIELD FABRICATED PIPE FLASHING
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WATER STOP & SEALANT
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PENETRATION THRU COUNTERFLASHING
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PENETRATION BELOW COUNTERFLASHING
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NOTE: SEE E2/111 AND E3/111 FOR ADDITIONAL NOTES; CONTRACTOR'S OPTION: REROUTE CONDUIT, ETC. THRU SIDE OF HVAC UNIT ABOVE CURB
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SS CLAMPING RING
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SS CLAMPING RING
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REUSE (E) STORM COLLAR
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HEAT RESISTANT SEALANT
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(E) METAL COLLAR
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PREFABRICATED SPLIT MEMBRANE PIPE FLASHING
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(E)PIPE TO REMAINPIPE TO REMAIN
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(E) ROOF PENETRATION LOCATION
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PROVIDE FLASHING BOOT
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E1
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201
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(E) CONCRETE PROSCENIUM WALL
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(4) " DRILL AND 12" DRILL ANDADHESIVE BOND ANCHOR BOLTS AT EA ANCHOR; 7" MIN EMBEDMENT
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WALL ANCHOR EA SIDE
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HORIZONTAL LIFELINE
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(E) STEEL ANGLE LEG, TYP OF (2)
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PT WOOD BLKG; VERIFY THICKNESS REQ'D
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LIQUID FLASHING
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TAPERED EDGE STRIP
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TYP ROOF ASSEMBLY
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LAG BOLT THRU (E) STEEL PLATE
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LIQUID FLSHG
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STRESSED SKIN PLYWD PANELS; TYP; T&G DECKING AT PENTHOUSES
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PMMA FLASHING
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(E) BUR CAP SHEET
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TAPERED EDGE STRIP, TYP
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FALL PROTECTION ANCHOR TYPE 2
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(E) STEEL RING & TUBING BRACES
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(E) STEEL PIPE SUPPORT POST
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SPLIT STEEL PIPE SLEEVE; " MIN WALL 14" MIN WALL THICKNESS
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12" A301 BOLTS
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(3) PT 2x; LAG BOLT TO (E) BLKG AT 24" OC
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FILL W/ EXPANDABLE FOAM
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DOWNWARD SLOPING CONDUIT/REFRIGERANT LINE
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ONE-PICES SS FLASHING
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WOOD CURB; SECURE CORNERS W/ SIMPSON A35 ANGLES
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INSTALL TPO FLASHING MEMBRANE OVER TOP OF CURB
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SS COUNTERFLASHING
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COPING
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TPO-COATED SCUPPER INSERT; SET IN (2) BEADS BUTYL SEALANT & SS RIVET TO (E) SCUPPER @ 4" OC
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(E) SM SCUPPER
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REUSE (E) SCREEN
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HOT AIR WELD MEMBRANE FLASHING TO SCUPPER INSERT
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LAP SCUPPER INSERT TABS 3" MIN OVER (E) SUBSTRATE, TYP
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ALTERNATE NO. 1