HomeMy WebLinkAbout110424 HPC Meeting PacketAgenda
Historic Preservation Committee
Regular Meeting
3:00 PM, Tuesday, November 4, 2024
City Council Chambers, 540 Water Street
• Join in person; via computer or tablet at http://Ooinwebinar.com enter the 9
digit Webinar ID 430-090-891#
• Local Dial In — (360) 390-5064 access code: 491-363-921#
• Submit public comment to be included in the meeting record to:
https://Publiccomment.fillout.com/citvofpt
Roll Call: Craig Britton (Chair), Walter Galitzki (Vice Chair), Kathleen Knoblock,
Monica Mader and Michael D'Alessandro. Monica MickHager (Council Liaison)
2. Approval of Minutes:
A. July. 2, 2024 Draft Regular Meeting Minutes (deferred to next meeting)
B. Aug. 6, 2024 Draft Regular Meeting Minutes (deferred to next meeting)
C. Aug. 27, 2024 Draft Special Meeting Minutes (deferred to next meeting)
D. Sept. 3, 2024 Draft Regular Meeting Minutes (deferred to next meeting)
3. Correspondence/Attachments: Seattle Times article on Replacement Roofing
4. Public Comment (for Items not on the Agenda):
5. Old Business:
A. HPC18-032, City Hall flagpole and lighting
Agent: Michael Todd, City Parks and Facilities Manager
Applicable Guidelines:
• Secretary of the Interior's Guidelines for Rehabilitation (PTMC
17.30.160A(1)), particularly Guideline Nos. 9 and 10:
9. New additions, exterior alterations, or related new construction
will not destroy historic materials, features, and spatial
relationships that characterize the property. The new work shall be
differentiated from the old and will be compatible with the historic
materials, features, size, scale and proportion, and massing to
protect the integrity of the property and its environment.
10. New additions and adjacent or related new construction will be
undertaken in a such a manner that, if removed in the future, the
essential form and integrity of the historic property and its
environment would be unimpaired.
Exhibits:
A.1 - Application and submitted Materials
Applicant and Staff Presentation
Public Comment (3-minute limit per person)
HPC Questions and, if appropriate, Deliberation and Recommendation
B. HPC24-027, City Skatepark lighting
Agent: Michael Todd, City Parks and Facilities Manager
Applicable Guidelines:
• Secretary of the Interior's Guidelines for Rehabilitation (PTMC
17.30.160A(1)), particularly Guideline Nos. 9 and 10:
• Locally adopted Streetscape Guidelines
Exhibits:
B.1- Application and submitted Materials
Applicant and Staff Presentation
Public Comment (3-minute limit per person)
HPC Questions and, if appropriate, Deliberation and Recommendation
6. New Business: None
7. Other Business:
A. Jefferson County Historic Society Museum of Art + History
Presentation on Interior Renovations
Ellie DiPietro, Director of Research and Collections
Exhibits:
A.1— Draft Construction Plans
8. Upcoming Meeting(s):
A. Next Regular Meeting is December 3
9. Adjournment:
From: Crain Britton
To: John MCIX,naoM1
Subject: From Seatde Times Print Repllca-tasting alternatives to asphalt shingles
Date: Sunday, 0-ber 20, 2024 11:22:23 AM
CAUTION: Extcmal Email
I saw this Scatttc Times Print Replica article on the Seattle Times Print Replica app and thought you'd be interested.
Lasting alternatives to asphaltshingles
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TIM CARTER / TRIBUNE CONTENTAGENCY
Despite its appearance, this is not a slate roof. For the author, this synthetic material was easier to install than asphalt shingles, and he
achieved a classic look.
Lasting alternatives to asphalt shingles
By Tim Carter- Tribune Content Agency
Are you about to install a new roof on your home or small business? The odds are you'll be giving serious
consideration to asphalt shingles. This building material has dominated the U.S. residential roofing
market forjust about 100 years. More durable materials were the standard in the past. Tin, slate, fiber
cement and tile could be found on even the most humble of houses.
European builders and roofers have reached out to me over the years. They're shocked that we
Americans even consider asphalt shingles. Some have told me they wouldn't install asphalt shingles on
the roofs of their dog houses.
Asphalt is scorned in many parts of the world because people know that a roof is the second -most
important part of a house just after the foundation. Those Europeans who reached out to me all said
asphalt shingles are a disposable material. Why would U.S. homeowners even consider it?
The reason asphalt shingles are the king of the hill is simple. They're cheap, and if you can fog a mirror,
you can probably install them.
I was a fan of asphalt shingles for decades until I bought my most recent home. I bought an eight -year -
old house that had a 30-year-guaranteed asphalt shingle roof. I thought at the time, Well, that's the last
roof I'll ever have.
The roof started to experience a catastrophic failure five years later.
Colored granules tumbled off my roof in the slightest breeze. An avalanche of them would be on the
ground after a rain shower. The shingles were curling and crumbling. I grew angrier by the day. Are you
experiencing the same thing?
You may remember I did a national survey about failing asphalt shingles in the spring of 2015. 1 wrote a
similar column back then sharing my tale of woe. A person deep inside the asphalt roofing industry saw
my column, emailed me, and we had a onehour phone conversation.
This person told me the deep, dirty secrets about what was going on in the roofing industry at the time.
He shared exactly why my asphalt shingles were falling many years before they should. This
conversation gave birth to my book "Roofing Ripoff."
I decided I would never again trust the asphalt shingle industry. I wasn't about to take a chance on my
next roof. I wanted a material that would last for 100 years or more.
I had lots of options to consider after I had kicked asphalt shingles to the curb. I already knew that metal
roofing was superb. There are many different styles. Interlocking metal shingles made from rust -proof
aluminum caught my eye. A neighbor just down the street from me used them on his house and they
look great.
Synthetic slate is what I decided to use. I'm familiar with two U.S. manufacturers of this stunning
material: DaVinci and Brava. The virgin vinyl used to make these shingles is thick. The colors and styles
you can choose from will stun you. If you like the look of a shake roof, it's available in this virgin -vinyl
material.
I installed 42 squares of shingles myself. The synthetic slate installs just like regular asphalt shingles. In
some ways, they're easier to install than asphalt. You need to create a 3/8-inch space between adjacent
shingles. This spacing is required for expansion and contraction. It doesn't need to be perfect. In fact, if
the gap is a bit wider or a fraction narrower, it makes the roofing look more realistic.
Every person who has visited my house says the same thing, "Holy cow, that's a gorgeous slate roof."
have an extra shingle next to my garage door that I like to show them. Each person is stunned when
they discover the roof is plastic.
My newsletter subscribers followed my re -roofing adventure years ago. Many have reached out to ask
how the roof has held up and how it looks with almost a decade of wear.
The roof looks as good as the day I installed it. In fact, it looks better as the vinyl looks more like real
dusty slate each day. The harsh ice and snow has done nothing to harm the roof.
I was a real estate broker for more than 20 years before moving.
I know for a fact my synthetic slate roof will add tens of thousands of dollars of value to my house when
do sell. Reroofing costs are in the stratosphere. The next owner of my house will never have to install a
new roof.
The new owners will be shocked to discover I installed an ice and water barrier over the entire roof area
before installing the synthetic slate. I know I'll never have an ice dam leak or storm leak in the years to
come.
Tim Carter has worked as a home improvement professional for more than 30 years. To submit a
question or to learn more, visit AsktheBuilder.com.
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gold anodized `�
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Development Services
city0f Po
r"
lownsend
Historic Design Review
250 Madison Street, Suite 3
Port Townsend WA 98368
Phone: 360-379-5095
Fax: 360-344-4619
www.cityofpt.us
APPLICATION #: BLD: HPC:18-032
Applicant Name: City of Port Townsend Parks and Facilities Department
Mailing Address:250 Madison St., Ste. 2R, Pt. Townsend, WA 98368
Day Phone: c/o Michael Todd, 360-379-5081
Architect/Designer/Representative: City staff
Mailing Address: 250 Madison St., Ste. 2R, Pt. Townsend, WA 98368
Day Phone: 360-379-5081
Project Street Address: 520 Water Street, Pt. Townsend, WA 98368
Legal Description: Abbreviated as Lots 6, 7 & 8, Block 44, PTOT.
Parcel Number: 989-704-403
Property Owner Name if different from Applicant):
Day Phone:
Project Description (more space on back): Installation of an approximately 30' tall steel
flag pole centered in the 25' x 50' grass area within the plaza lying north of City Hall.
The work also includes installation of a new light fixture on the City Hall roof to
illuminate the flag. See attached plans andspec sheets.
All applicants and property owners must sign the application below to signify agreement with the
proposed application.
The Applicant(s) hereby certifies that all of the above statements and information contained in any
exhibits, plotplans, or other transmittals made herewith are true andprovide an accurate presentation of
the proposed project. The applicant(s) acknowledges that any action taken by the City of'Port Townsend
based in whole or in part on this application may be reversed if it develops that any such statement or
other information contained herein is false.
The undersigned hereby saves and holds the City of Port Townsend harmless from any and all causes of
action, judgments, claims, or demands, or from any liability of any nature arising from any
noncompliance with any restrictive covenants, plat restrictions, deed restrictions, or other restrictions
which may have been established by parties other than the City of Port Townsend.
Applicant
Property Owner (if different from applicant)
Date
Date
OVER
G Drive/DSD/Forms/HPC/Admin. Rev. App. 5/14
Historic Preservation Committee (HPC)
Design Review
Basic Submittal Requirements
1. Nine (9) copies of the following:
• Completed and signed Design Review application form.
• Site plan showing proposed project location.
• Design plan on paper no larger than 11xl7:
➢ dimensioned floor plans showing addition or proposed change
➢ colors, with actual color chips
➢ exterior elevation(s) showing addition or proposed change
• $84.75 (cash or check made out to the City of Port Townsend)
2. After submittal:
• If approved, you will receive written confirmation in a few days following
submittal.
• If needed, DSD staff will let you know what further information is needed to
obtain approval for the project.
• Please do not begin your project until other City permits that may be
applicable to your project, such as building permits and sign permits, are
issued.
Additional Project Description:
To see if your project can be administratively approved, please consult DSD
staff.
G Drive/DSD/Forms/HPC/Admin. Rev. App. 5/14
twit w
oWrnSn
PLANNING & COMMUNITY
DEVELOPMENT
Sty Madison Street, Suite 3 III portt "towwusend, WA 98368 III 360.379.S095 J ww°wiittyofpt,uuus
HISTORIC DESIGN REVIEW
Of Proposal(s)
Within the National Historic Landmark District
APPLICATION #: HPC24-027
Applicant Name: City of Pt. Townsend Parks and Facilities c/o Michael Todd, Facilities Director
Mailing Address: 1925 Blaine Street
Port Townsend, WA 98368
Day Phone: (360) 379-5081
Email Address: mtodd@cityofpt.us
Architect/Designer/Representative: SOL
Email Address: Same as applicant above
Day Phone: Same as applicant above
Project Street Address: unaddressed property at SE corner of Madison and Jefferson Sts.
Legal Description: PORT TOWNSEND O.T. BLK 52 LOTS 4 TO 8
Parcel Number: 989705203
Property Owner Name if different from Applicant):
Day Phone:
Project Description: Pole mounted lighting ro'ect for Seamus Sims Skate Park
All applicants and property owners must sign the application below to signify agreement with the
proposed application.
The Applicant(s) hereby certifies that all of the above statements and information contained in any
exhibits, plot plans, or other transmittals made herewith are true and provide an accurate presentation of
the proposed project. The applicant(s) acknowledges that any action taken by the City of Port Townsend
based in whole or in part on this application may be reversed if it develops that any such statement or
other information contained herein is false.
The undersigned hereby saves and holds the City ofPort Townsend harmless from any and all causes of
action, judgments, claims, or demands, or from any liability of any nature arising from any
noncompliance with any restrictive covenants, plat restrictions, deed restrictions, or other restrictions
which may have been established by parties other than the City, of Port Townsend.
Applicant
Property Owner (if different from applicant)
Date
Date
1.24 Page 1 of 3
city ( i 5 Madiso � ��t�m , �.ufte ; III rtt fbwnse d, W 368 III 360.379.S �� � w wry tyofpt pus
(b�
lownsen
PLANNING & COMMUNITY
DEVELOPMENT
Historic Preservation Committee (HPC)
Design Review
Basic Submittal Requirements
1. Three (3) copies of the following:
• Completed and signed Design Review application form.
• Site plan showing proposed project location.
• Design plan on paper no larger than 11xl7:
➢ dimensioned floor plans showing addition or proposed change
➢ colors, with actual color chips
➢ exterior elevation(s) showing addition or proposed change
• $109.00 (cash or check made out to the City of Port Townsend)
(Please provide PDF copies to John McDonagh if available,
nicdonag�ci) yo t us)
2. At the meeting:
• You or someone acting in your place must attend or your application will be
continued to the next meeting. You will be asked to give a brief, informal
presentation.
• You will know at the meeting if your project is approved or not.
• If approved, you will receive written confirmation in a few days following
the meeting.
• If not approved, the Committee will let you know what further information
would be needed to obtain approval for the project.
• Please do not begin your project until other City permits that may be
applicable to your project, such as building permits and sign permits, are
issued.
Meetings are held monthly on Tuesdays, as needed (unless it falls on a holiday).
They begin at 3:00 p.m. in the 3" floor conference room of City Hall, 250 Madison
Street, Port Townsend. Applications shall be submitted at least 10 business
days prior to the next meeting to be considered. This will allow staff the time
to distribute the materials to the HPC committee members for review prior to
the meeting.
* If your project is a major remodel or restoration, significant addition, new
building, or partial or full demolition, additional submittal information and/or
1.24 Page 2 of 3
cityi 5 Madiso � Street, �.ufte ; III P rtt f w send, OVA 368 III 36 . 79,,S �� � w wwr� tyofpt pus
(b�
lownsen
PLANNING & COMMUNITY
DEVELOPMENT
fees may be required. Please speak with a PCD planner with questions before
submittal.
"ormation
Michael Todd
Parks & Facilities Manager
Parks, Recreation Department General Phone:
(360) 344-3064
Address:
Mountain View Commons (next to the Police Station)
1.24 Page 3 of 3
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CRITERIA
1. ALL MATERIALS, WORKMANSHIP, DESIGN, AND CONSTRUCTION SHALL CONFORM TO THE DRAWINGS,
SPECIFICATIONS, AND THE INTERNATIONAL BUILDING CODE (2021 EDITION).
2. DESIGN LOADING CRITERIA:
ASSEMBLY AREAS
FLOOR LIVE LOAD (MOVABLE SEATS, PLATFORMS, LOBBIES, & OTHER). 100 PSF
HANDRAILS AND GUARDS
GUARDRAILS/BALCONY RAILS 50 PLF
GUARDRAILS/BALCONY RAILS CONCENTRATED LOAD . . . . . . . . . . 200 LBS
MISCELLANEOUS LOADS
STAIR AND CORRIDOR LIVE LOAD (UNLESS OTHERWISE INDICATED) . . .100 PSF
PARTITION LOADING . . . . . . . . . 15 PSF
MECHANICAL UNITS . . . . . . . . . . WEIGHTS FURNISHED BY MANUFACTURER
DEFLECTION CRITERIA
LIVE LOAD DEFLECTION . . . . . . . . . . . . . . . . . . . . . L/36O
TOTAL LOAD DEFLECTION . . . . . . . . . . . . . . . . . . . . . L/24O
ENVIRONMENTAL LOADS
RISK CATEGORY II
EARTHQUAKE:
ANALYSIS PROCEDURE: SEISMIC DESIGN OF NON—STRUCTURAL COMPONENTS
PER ASCE7-16, CHAPTER 13
SITE CLASS=D (DEFAULT), Ss=1.35, Sds=1.08, 51=0.50, SDC D
SEE PLANS FOR ADDITIONAL LOADING CRITERIA
3. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL DRAWINGS FOR BIDDING AND
CONSTRUCTION. ARCHITECTURAL DRAWINGS ARE THE PRIME CONTRACT DRAWINGS. ANY DISCREPANCIES
FOUND AMONG THE DRAWINGS, THE SPECIFICATION, THESE GENERAL NOTES AND THE SITE CONDITIONS
SHALL BE REPORTED TO THE ARCHITECT, WHO SHALL CORRECT SUCH DISCREPANCY IN WRITING. ANY WORK
DONE BY THE GENERAL CONTRACTOR AFTER DISCOVERY OF SUCH DISCREPANCY SHALL BE DONE AT THE
GENERAL CONTRACTOR'S RISK.
4. PRIMARY STRUCTURAL ELEMENTS NOT DIMENSIONED ON THE STRUCTURAL PLANS AND DETAILS SHALL BE
LOCATED BY THE ARCHITECTURAL PLANS AND DETAILS. VERTICAL DIMENSION CONTROL IS DEFINED BY THE
ARCHITECTURAL WALL SECTIONS, BUILDING SECTION, AND PLANS. DETAILING AND SHOP DRAWING
PRODUCTION FOR STRUCTURAL ELEMENTS WILL REQUIRE DIMENSIONAL INFORMATION CONTAINED IN BOTH
ARCHITECTURAL AND STRUCTURAL DRAWINGS.
5. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE METHODS, TECHNIQUES,
SEQUENCES OR PROCEDURES REQUIRED TO PERFORM THE CONTRACTORS WORK. THE STRUCTURAL ENGINEER
HAS NO OVERALL SUPERVISORY AUTHORITY OR ACTUAL AND/OR DIRECT RESPONSIBILITY FOR THE SPECIFIC
WORKING CONDITIONS AT THE SITE AND/OR FOR ANY HAZARDS RESULTING FROM THE ACTIONS OF ANY
TRADE CONTRACTOR. THE STRUCTURAL ENGINEER HAS NO DUTY TO INSPECT, SUPERVISE, NOTE, CORRECT,
OR REPORT ANY HEALTH OR SAFETY DEFICIENCIES TO THE OWNER, CONTRACTORS, OR OTHER ENTITIES OR
PERSONS AT THE PROJECT SITE.
6. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR THE STRUCTURE AND STRUCTURAL COMPONENTS UNTIL
ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH THE PLANS. CONFORM TO ASCE 37-
14 "DESIGN LOADS ON STRUCTURES DURING CONSTRUCTION".
7. CONTRACTOR —INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE ARCHITECT AND STRUCTURAL
ENGINEER FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES SHOWN ON SHOP DRAWINGS
ONLY WILL NOT SATISFY THIS REQUIREMENT.
8. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT
SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF
CONSTRUCTION SHALL BE USED, SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND THE
STRUCTURAL ENGINEER. ALL TYPICAL NOTES AND DETAILS SHOWN ON DRAWINGS SHALL APPLY, UNLESS
NOTED OTHERWISE. TYPICAL DETAILS MAY NOT NECESSARILY BE INDICATED ON THE PLANS BUT SHALL
STILL APPLY AS SHOWN OR DESCRIBED IN THE DETAILS. WHERE TYPICAL DETAILS ARE NOTED ON THE
PLANS, THE SPECIFIED TYPICAL DETAIL SHALL BE USED. WHERE NO TYPICAL DETAIL IS NOTED, IT
SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO CHOOSE THE APPROPRIATE TYPICAL DETAIL FROM THOSE
PROVIDED OR REQUEST ADDITIONAL INFORMATION. THE CONTRACTOR SHALL SUBMIT ALL PROPOSED
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ALTERNATE TYPICAL DETAILS TO THOSE PROVIDED WITH RELATED CALCULATIONS TO THE ENGINEER FOR
APPROVAL PRIOR TO SHOP DRAWING PRODUCTION AND FIELD USE.
QUALITY ASSURANCE
9. SPECIAL INSPECTION SHALL BE PROVIDED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS AND
SECTIONS 110 AND 1705 OF THE INTERNATIONAL BUILDING CODE BY A QUALIFIED TESTING AGENCY
DESIGNATED BY THE ARCHITECT, AND RETAINED BY THE BUILDING OWNER. THE ARCHITECT, STRUCTURAL
ENGINEER, AND BUILDING DEPARTMENT SHALL BE FURNISHED WITH COPIES OF ALL INSPECTION AND TEST
RESULTS. SPECIAL INSPECTION OF THE FOLLOWING TYPES OF CONSTRUCTION IS REQUIRED UNLESS NOTED
OTHERWISE.
STRUCTURAL STEEL FABRICATION AND ERECTION PER AISC 360
MASONRY SCREW ANCHORS PER MANUFACTURER
EPDXY GROUTED INSTALLATIONS PER MANUFACTURER
RENOVATION
10. DEMOLITION: CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS BEFORE COMMENCING ANY
DEMOLITION. SHORING SHALL BE INSTALLED TO SUPPORT EXISTING CONSTRUCTION AS REQUIRED IN A
MANNER SUITABLE TO THE WORK SEQUENCES. DEMOLITION DEBRIS SHALL NOT BE ALLOWED TO DAMAGE OR
OVERLOAD THE EXISTING STRUCTURE. LIMIT CONSTRUCTION LOADING (INCLUDING DEMOLITION DEBRIS) ON
EXISTING FLOOR SYSTEMS TO 40 PSF.
11. CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS, MEMBER SIZES, AND CONDITIONS PRIOR TO
COMMENCING ANY WORK. ALL DIMENSIONS OF EXISTING CONSTRUCTION SHOWN ON THE DRAWINGS ARE
INTENDED AS GUIDELINES ONLY AND MUST BE VERIFIED. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT
AND STRUCTURAL ENGINEER IF EXISTING CONDITIONS DETERMINED DURING WORK VARY FROM THE EXISTING
CONSTRUCTION SHOWN ON THE DRAWINGS.
12. EXISTING REINFORCING SHALL BE SAVED WHERE AND AS NOTED ON THE PLANS. SAW CUTTING, IF AND
WHERE USED, SHALL NOT CUT EXISTING REINFORCING THAT IS TO BE SAVED.
A. ALL NEW OPENINGS THROUGH EXISTING WALLS, SLABS AND BEAMS SHALL BE ACCOMPLISHED BY SAW
CUTTING WHEREVER POSSIBLE. CORNERS SHALL NOT BE OVERCUT.
B. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND LOCATION OF MEMBERS PRIOR TO
CUTTING ANY OPENINGS.
C. SMALL ROUND OPENINGS SHALL BE ACCOMPLISHED BY CORE DRILLING.
13. CONTRACTOR SHALL CHECK FOR DRY ROT AT ALL AREAS OF NEW WORK. ALL ROT SHALL BE REMOVED AND
DAMAGED MEMBERS SHALL BE REPLACED OR REPAIRED AS DIRECTED BY THE STRUCTURAL ENGINEER OR
ARCHITECT.
ANCHORAGE
14. CONCRETE SCREW ANCHORS INTO UNREINFORCED BRICK MASONRY WALLS SHALL BE "PYTHON MT" SCREW
ANCHOR AS MANUFACTURED BY PTHON FASTENERS, INSTALLED IN STRICT ACCORDANCE WITH ICC—ES REPORT
NO. ESR-5183, INCLUDING MINIMUM EMBEDMENT AND EDGE DISTANCE REQUIREMENTS. SPECIAL INSPECTION
IS REQUIRED.
STEEL
15. STRUCTURAL STEEL DESIGN, FABRICATION, AND ERECTION SHALL BE BASED ON:
A. AISC 360-16 AND SECTION 2205 OF THE INTERNATIONAL BUILDING CODE.
B. JUNE 15, 2016 AISC CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES (AISC 303-
16) AMENDED AS FOLLOWS: AS NOTED IN THE CONTRACT DOCUMENTS, BY THE DELETION OF PARAGRAPH
4.4.1, AND REVISE REFERENCE FROM "STRUCTURAL DESIGN DRAWINGS" TO "CONTRACT DOCUMENTS" IN
PARAGRAPH 3.1.
C. SPECIFICATION FOR STRUCTURAL JOINTS USING HIGH —STRENGTH BOLTS.
16. WIDE FLANGE SHAPES SHALL CONFORM TO ASTM A992, FY = 50 KSI. OTHER ROLLED SHAPES INCLUDING
PLATES, SHALL CONFORM TO ASTM A36, FY = 36 KSI. STEEL PIPE SHALL CONFORM TO ASTM A-53, TYPE
E OR S, GRADE B, Fy = 35 KSI. STRUCTURAL TUBING SHALL CONFORM TO ASTM A5OO, GRADE C, FY = 46
KSI (ROUND), FY = 50 KSI (SQUARE AND RECTANGULAR). CONNECTION BOLTS SHALL CONFORM TO ASTM
A3O7.
17. SHOP PRIME ALL STEEL EXCEPT:
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A. SURFACES TO BE WELDED.
B. MEMBERS TO BE GALVANIZED.
C. MEMBERS WHICH WILL BE CONCEALED BY INTERIOR FINISHES.
D. SURFACES TO RECEIVE OTHER SPECIAL SHOP PRIMERS.
18. ALL A-325N CONNECTION BOLTS NEED ONLY BE TIGHTENED TO A SNUG TIGHT CONDITION, DEFINED AS THE
TIGHTNESS THAT EXISTS WHEN ALL PLIES IN A JOINT ARE IN FIRM CONTACT. THIS MAY BE ATTAINED BY
A FEW IMPACTS OF AN IMPACT WRENCH OR THE FULL EFFORT OF AN IRONWORKER USING AN ORDINARY SPUD
WRENCH.
19. ALL ANCHORS EMBEDDED IN CONCRETE SHALL BE A307 HEADED BOLTS OR F1554 GRADE 36 THREADED ROD
WITH AN ASTM 563 HEAVY HEX NUT TACK WELDED ON THE EMBEDDED END.
20. ALL WELDING SHALL BE IN CONFORMANCE WITH AISC AND AWS STANDARDS AND SHALL BE PERFORMED BY
WABO CERTIFIED WELDERS USING E70XX ELECTRODES. ONLY PREQUALIFIED WELDS (AS DEFINED BY AWS)
SHALL BE USED. ALL COMPLETE JOINT PENETRATION GROOVE WELDS SHALL BE MADE WITH A FILLER
MATERIAL THAT HAS A MINIMUM CVN TOUGHNESS OF 20 FT—LBS AT —20 DEGREES F AND 40 FT — LBS AT
70 DEGREES F, AS DETERMINED BY AWS CLASSIFICATION OR MANUFACTURER CERTIFICATION.
WOOD
21. FRAMING LUMBER SHALL BE S—DRY, RD, OR MC-19, AND GRADED AND MARKED IN CONFORMANCE WITH WCLIB
STANDARD No. 17, GRADING RULES FOR WEST COAST LUMBER, 2018, OR WWPA STANDARD, WESTERN LUMBER
GRADING RULES 2021. FURNISH TO THE FOLLOWING MINIMUM STANDARDS:
JOISTS (2X & 3X MEMBERS)
AND BEAMS
(4X MEMBERS)
BEAMS (INCL. 6X AND LARGER)
POSTS (4X MEMBERS)
(6X AND LARGER)
STUDS, PLATES & MISC. FRAMING
HEM —FIR NO. 2
MINIMUM BASE VALUE, Flo = 850 PSI
DOUGLAS FIR —LARCH NO. 1
MINIMUM BASE VALUE, Flo = 1000 PSI
DOUGLAS FIR —LARCH NO. 1
MINIMUM BASE VALUE, Flo = 1350 PSI
DOUGLAS FIR —LARCH NO. 2
MINIMUM BASE VALUE, FC = 1350 PSI
DOUGLAS FIR —LARCH NO. 1
MINIMUM BASE VALUE, FC = 1000 PSI
DOUGLAS FIR —LARCH NO. 2
OR HEM —FIR NO. 2
22. ALL WOOD IN DIRECT CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE —TREATED WITH AN
APPROVED PRESERVATIVE OR (2) LAYERS OF ASPHALT IMPREGNATED BUILDING PAPER SHALL BE PROVIDED
BETWEEN UNTREATED WOOD AND CONCRETE OR MASONRY.
23. FASTENERS AND TIMBER CONNECTORS USED WITH TREATED WOOD SHALL HAVE CORROSION RESISTANCE AS
INDICATED IN THE FOLLOWING TABLE, UNLESS OTHERWISE NOTED.
WOOD TREATMENT
CONDITION
PROTECTION
HAS NO AMMONIA CARRIER
INTERIOR DRY
G90 GALVANIZED
CONTAINS AMMONIA CARRIER
INTERIOR DRY
G185 OR A185 HOT DIPPED OR
CONTINUOUS HOT —GALVANIZED
PER ASTM A653
CONTAINS AMMONIA CARRIER
INTERIOR WET
TYPE 304 OR 316 STAINLESS
CONTAINS AMMONIA CARRIER
EXTERIOR
TYPE 304 OR 316 STAINLESS
AZCA
ANY
TYPE 304 OR 316 STAINLESS
INTERIOR DRY CONDITIONS SHALL HAVE WOOD MOISTURE CONTENT LESS THAN 19%. WOOD MOISTURE
CONTENT IN OTHER CONDITIONS (INTERIOR WET, EXTERIOR WET, AND EXTERIOR DRY) IS EXPECTED TO
EXCEED 19%. CONNECTORS AND THEIR FASTENERS SHALL BE THE SAME MATERIAL. COMPLY WITH THE
TREATMENT MANUFACTURERS RECOMMENDATIONS FOR PROTECTION OF METAL.
24. TIMBER CONNECTORS CALLED OUT BY LETTERS AND NUMBERS SHALL BE "STRONG —TIE" BY SIMPSON
COMPANY, AS SPECIFIED IN THEIR CATALOG NUMBER C—C-2023. EQUIVALENT DEVICES BY OTHER
MANUFACTURERS MAY BE SUBSTITUTED, PROVIDED THEY HAVE ICC—ES APPROVAL FOR EQUAL OR GREATER
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LOAD CAPACITIES. PROVIDE NUMBER AND SIZE OF FASTENERS AS SPECIFIED BY MANUFACTURER FOR
MAXIMUM LOAD CARRYING CAPACITY. CONNECTORS SHALL BE INSTALLED IN ACCORDANCE WITH THE
MANUFACTURER'S RECOMMENDATIONS.
ALL SHIMS SHALL BE SEASONED AND DRIED AND THE SAME GRADE (MINIMUM)AS MEMBERS CONNECTED.
25. WOOD FASTENERS
NAIL SIZES SPECIFIED ON DRAWINGS ARE BASED ON THE FOLLOWING SPECIFICATIONS:
SIZE
LENGTH
DIAMETER
6d
2"
0.113"
8d
2-1/2"
0.131"
1Od
3"
0.148"
12d
3-1/4"
0.148"
16d BOX
3-1/2"
0.135"
IF CONTRACTOR PROPOSES THE USE OF ALTERNATE NAILS, THEY SHALL SUBMIT NAIL
SPECIFICATIONS TO THE STRUCTURAL ENGINEER (PRIOR TO CONSTRUCTION) FOR REVIEW AND
APPROVAL.
NAILS — PLYWOOD (APA RATED SHEATHING) FASTENERS TO FRAMING SHALL BE DRIVEN FLUSH TO
FACE OF SHEATHING WITH NO COUNTERSINKING PERMITTED. TOE —NAILS SHALL BE DRIVEN AT AN
ANGLE OF 30 DEGREES WITH THE MEMBER AND STARTED 1/3 THE LENGTH OF THE NAIL FROM THE
MEMBER END.
ALL BOLTS IN WOOD MEMBERS SHALL CONFORM TO ASTM A3O7. PROVIDE WASHERS UNDER THE HEADS
AND NUTS OF ALL BOLTS AND LAG BOLTS BEARING ON WOOD. INSTALLATION OF LAG BOLTS SHALL
CONFORM TO THE NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION WITH A LEAD BORE
HOLE OF 60 TO 70 PERCENT OF THE SHANK DIAMETER. LEAD HOLES ARE NOT REQUIRED FOR 3/8"
AND SMALLER LAG SCREWS.
26. WOOD FRAMING NOTES --THE FOLLOWING APPLY UNLESS OTHERWISE SHOWN ON THE PLANS:
ALL WOOD FRAMING DETAILS NOT SHOWN OTHERWISE SHALL BE CONSTRUCTED TO THE MINIMUM
STANDARDS OF THE INTERNATIONAL BUILDING CODE, THE AITC "TIMBER CONSTRUCTION MANUAL" AND
THE AWC "NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION". MINIMUM NAILING, UNLESS
OTHERWISE NOTED, SHALL CONFORM TO IBC TABLE 2304.10.2. COORDINATE THE SIZE AND LOCATION
OF ALL OPENINGS WITH MECHANICAL AND ARCHITECTURAL DRAWINGS.
WALL FRAMING: REFER ARCHITECTURAL DRAWINGS FOR THE SIZE OF ALL WALLS. ALL STUDS SHALL
BE SPACED AT 16" O.C. UNO. TWO STUDS MINIMUM SHALL BE PROVIDED AT THE END OF ALL WALLS
AND AT EACH SIDE OF ALL OPENINGS, AND AT BEAM OR HEADER BEARING LOCATIONS. TWO 2x8
HEADERS SHALL BE PROVIDED OVER ALL OPENINGS NOT OTHERWISE NOTED. SOLID BLOCKING FOR
WOOD COLUMNS SHALL BE PROVIDED THROUGH FLOORS TO SUPPORTS BELOW. PROVIDE CONTINUOUS
SOLID BLOCKING AT MID —HEIGHT OF ALL STUD WALLS OVER 10'-0" IN HEIGHT.
ALL WALLS SHALL HAVE A SINGLE BOTTOM PLATE AND A DOUBLE TOP PLATE. END NAIL TOP PLATE
TO EACH STUD WITH TWO 16d NAILS, AND TOENAIL OR END NAIL EACH STUD TO BOTTOM PLATE WITH
TWO 16d NAILS. FACE NAIL DOUBLE TOP PLATE WITH 16d @ 12" O.C.. LAP TOP PLATES AT JOINTS
A MINIMUM 4'-0" AND NAIL WITH TWELVE 16d NAILS @ 4" O.C. EACH SIDE JOINT.
ALL STUD WALLS SHALL HAVE THEIR LOWER WOOD PLATES ATTACHED TO WOOD FRAMING BELOW WITH
TWO ROWS OF 16d NAILS @ 12" ON —CENTER, OR ATTACHED TO CONCRETE BELOW WITH 5/8" DIAMETER
ANCHOR BOLTS @ 4'-0" ON —CENTER EMBEDDED 7" MINIMUM, UNLESS INDICATED OTHERWISE.
INDIVIDUAL MEMBERS OF BUILT—UP POSTS SHALL BE NAILED TO EACH OTHER WITH TWO ROWS OF 16d
@12" ON —CENTER. UNLESS OTHERWISE NOTED, GYPSUM WALLBOARD SHALL BE FASTENED TO THE
INTERIOR SURFACE OF ALL STUDS AND PLATES WITH NO. 6 X 1-1/4" TYPE S OR W SCREWS @ 8"
ON —CENTER. UNLESS INDICATED OTHERWISE, 1/2" (NOMINAL)APA RATED SHEATHING (SPAN RATING
24/0) SHALL BE NAILED TO ALL EXTERIOR SURFACES WITH 8d NAILS @ 6" ON —CENTER AT PANEL
EDGES AND TOP AND BOTTOM PLATES (BLOCK UN —SUPPORTED EDGES) AND TO ALL INTERMEDIATE
STUDS AND BLOCKING WITH 8d NAILS @ 12" ON —CENTER ALLOW 1/8" SPACING AT ALL PANEL EDGES
AND PANEL ENDS.
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OCCURS PRIOR TO COMMENCING ANY WORK.
NEW OPENING
PER ARCH
L6x4x5/16 EA. SIDE OF (E) WALL W/
3/8"0 THRU BOLTS @ 12"oc. SAWCUT
(E) URM WALL AND EXTEND ANGLE
12"min BEYOND EDGE OF OPENING.
1" �—
typ
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COVER PI-1/4 OVER
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OPENING
HOLES MUST BE DRILLED USING A ROTARY ONLY -
DO NOT USE HAMMER DRILLS
Lintel at Enlarged Opening in Existing Masonry Wall
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8"min TO EDGE OF BRICK, TYP. INSTALL PER
MFR RECOMMENDATIONS.
,YER GYP OVER 3/4" THICK PLY W/
,) 6"oc AT PANEL EDGES AND 12"oc
ELD. VERIFY ASSEMBLY W/ ARCH
i"oc (12' max height)
-or -
2x6 @ 16"oc (16' max height)
2x BOTTOM PLATE WI 10d @ 6"oc
(E) SHEATHING OVER 2x
JOISTS, DIRECTION VARIES.
(E) 4x LEDGER
(E) MASONRY WALL
HOLES MUST BE DRILLED USING A ROTARY ONLY -
DO NOT USE HAMMER DRILLS
Partial Height Gallery Wall to Existing Masonry Wall
NTS
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JOIST. WHERE JOISTS ARE PARALLEL,
EXTEND HTT4 BACK (1) BAY
(2) 5/8"0 THRU BOLTS WI NUT &
WASHER EA END.
(COUNTERSUNK @ ARCH OPTION)
A34 EA SIDE OF POST W/
#9x2'/2' SD SCREWS EA LEG
(E) SHEATHING OVER 2x
JOISTS, DIRECTION VARIES.
ical Guardrail at Ra
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RAMP FRAMING BY OTHERS (2x10 min)
,l T/ OF RAMP
VARIES
WHERE JOISTS ARE PARALLEL,
PROVIDE (2) BAYS BLKG WI A35 EA END
(6)16d @ 4"oc TO (E) JOISTS
2xl2 FLAT BLKG BELOW POST W/
(4)16d END NAILS TO (E) JOISTS
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50LID INFILL BLKG BTWN
POST AND (E) JOISTS.
APPLY WOOD GLUE
BETWEEN NEW AND
EXISTING FRAMING
,AIL POST PER
H (44 min)
) ROWS 16d NAILS @
4" oc AT EA BLOCK.
ZU BOLTS W/ NUT &
WASHER EA END.
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