HomeMy WebLinkAbout2017-05-10 PC Agenda Packet
AGENDA
PLANNING COMMISSION 321 East Fifth Street
May 10, 2017
6:00 p.m.
I. CALL TO ORDER
Pledge of Allegiance led by Chair
II. ROLL CALL
III. APPROVAL OF MINUTES
Regular meeting of April 12, 2017
IV. ACTION/DISCUSSION ITEMS
1. Façade and Sign Grant Application: No. 17-02 Station 51 Taphouse
V. STAFF UPDATES
VI. COMMUNICATIONS FROM THE PUBLIC
VII. REPORTS OF COMMISSION MEMBERS
VIII. ADJOURNMENT
C OMMUNITY & E CONOMIC DEVELOPMENT
MINUTES
PLANNING COMMISSION
Port Angeles, Washington 98362
April 12, 2017 6:00 p.m.
ROLL CALL
Members Present: Matt Bailey, David Amoroso Duane Morris, Andrew
Schwab, Steven Hopkins, Amy Powell
Members Absent: Elwyn Gee
Staff Present: Nathan West, Ben Braudrick
Public Present: Karen Rogers, Jackson Smart, Andrew
PLEDGE OF ALLEGIANCE
Chair Morris opened the regular meeting at 6:00 p.m. and led the Pledge of Allegiance.
CEREMONIAL EVENT
Mayor Patrick Downie read a proclamation thanking the Planning Commission members for
their efforts as volunteers for the City of Port Angeles.
APPROVAL OF MINUTES:
Commissioner Bailey moved to approve the March 22, 2017 minutes. Commissioner
Schwab seconded, all were in favor.
PUBLIC HEARINGS/ACTION ITEMS
1. Façade and Sign Grant Application: No. 17-01 Ruddell Auto
Assistant Planner Ben Braudrick gave a presentation on the façade grant application for
Ruddell Auto.
Chair Morris asked if the applicant would like to present the design to the Commission. Ms.
Karen Rogers, the representative from Ruddell auto explained the reasoning behind the
landscaped area. Landscape Designer Mr. Andrew May spoke about the horticultural aspects
of the project, explaining that the landscape was design to coexist with the neighboring property,
was designed to be slow growing, and stand on its own with or without signage. Sign Maker
Mr. Jackson Smart presented the details of the proposed sign in the landscape area.
The Commission asked further questions about details of the landscape. There were concerns
about the validity of the grant match and the project being only landscape based. Staff replied
that a landscape feature had been approved in the past and that the match could be a part of the
project but remain only match and not be reimbursed. The project mentioned was attempting to
Planning Commission Minutes
April 12, 2017
Page 2
use underground utilities as a match, which were not a portion of the project scope that provided
public benefits.
Commissioner Schwab moved to award Façade Grant 17-01 for the full amount of $10,000.00.
Commissioner Bailey seconded, the motion passed 5-1, with Commissioner Amoroso
dissenting due to his opinion that the proposal should be revisited once the proposal had been
more specific and a clarification needed for a match.
2. Subcommittee Discussion
Assistant Planner Braudrick opened up the discussion by explaining the reasoning and need
for a subcommittee to review the City’s sign code and start to develop a foundation for changes
when staff has the opportunity to begin to make changes.
Commissioner Bailey asked what the timeline for the sign code amendments were scheduled to
take place. Director West replied that it’s likely that sign code amendments would take place in
2018. The City Council’s priority setting placed it in 2018.
Commissioner Hopkins asked to be on the committee. He felt that signage plays a big role in
showing a newcomer what a city wants to be. Commissioner Bailey he took was interested in
sitting on the subcommittee, and disclosed that although he was a sign making professional, he
felt this experience would assist the committee and he could act impartially. Commissioner
Bailey mentioned that another local sign maker was in the audience, and in accordance with the
bylaws, Mr. Smart could act as a member of the public on the committee. He asked Mr. Smart
if he was interested in sitting on the subcommittee. Mr. Smart replied that in the past he had
helped to rewriting the sign code for the Central Business District and would enjoy contributing
to the subcommittee. Commissioner Schwab also voiced interest, and made reference to his
platform for sign code change in a past bid for Council.
Chair Morris asked what the procedure for creating a subcommittee; if making a motion for its
creation was the best path. Director West agreed that a motion would be the best path.
Commissioner Schwab stated that the Commission should entertain two motions: one for the
creation of the sub-committee and another for the appointment of members. The Commission
agreed.
Commissioner Bailey made a motion to create a subcommittee and appoint three
commission members to modify the sign code. Commissioner Schwab seconded, all were in
approval.
Chair Morris made a motion to appoint Commissioners Bailey, Schwab, and Hopkins to
the Committee. Commissioner Hopkins seconded, all were in approval
Chair Morris appointed Commissioner Hopkins as the Chair of the Subcommittee, and
Commissioner Hopkins accepted
Planning Commission Minutes
April 12, 2017
Page 3
STAFF UPDATES
Director West updated the Commission on the Race Street Design RFQ and Assistant Planner
explained the reasoning behind returning to the RFQ process.
OTHER CONSIDERATIONS
None.
COMMUNICATIONS FROM THE PUBLIC
None.
REPORTS OF COMMISSION MEMBERS
Chair Morris asked the reasoning for the Human Services portion of the recent municipal code
updates having been taken out of the final ordinance. Director West explained a day prior to the
City Council’s first reading of the ordinance, a group of professionals from local human service
organizations approached staff and voiced concerns they had in regard to the code changes and
discussions they had with attorneys from the ACLU. The Attorneys felt that the changes as staff
had recommended them were not legal. The human services professionals also felt that before
changes were made, staff could reach out and work with the local professionals in the field and
verify the legality of the changes. A new memo was drafted for the meeting which removed
those portions of the code relating to Human Services. He assured the Commission that staff
does recognize that this is a community issue that needs to be resolved, whether through zoning
or another type of regulation. He let the Commission know that if they ever had any questions or
issues that staff was available to answer those concerns, whether at a meeting, in the office, or
through email.
Commissioner Amoroso asked about consistency in the building inspector and engineering
division and why an applicant might be getting two different answers to the same questions.
Director West responded that the new stormwater changes could have been a factor in different
messages, but that without knowing the who, what, where and how of the situation it would be
difficult to give a specific reason. He advocated that anytime a member of the public approached
a Commissioner about permitting difficulties that the Commissioner drill down to the reason for
the issue and bring it to Staff’s attention.
ADJOURNMENT
Commissioner Schwab moved to adjourn. Commissioner Powell seconded. The meeting
adjourned at 7:15 p.m.
Ben Braudrick, Secretary Duane Morris, Chair
PREPARED BY: Ben Braudrick
TO: Planning Commission
FROM: Ben Braudrick, Assistant Planner
MEETING DATE: May 10, 2017
RE: Façade and Signage Grant Application for Station 51 Taphouse
(No. 17-02)
APPLICANT/
REPRESENTATIVE: Kevin Davis, 2034 Kitchen Dick Rd, Sequim, WA 98382
OWNER: Steven Columbus, 214 West 4th Street, Port Angeles, WA, 98362
LOCATION: 125 West Front Street, Port Angeles, WA 98362
RECOMMENDATION: Staff recommends the grant award amount of $1,000.00 toward the installation of a new sign valued at $2,178.00, with the condition listed in the staff analysis, and $4,337.40 toward the engineering and construction of an addition toan
existing back deck valued at $8,674.80.
STAFF FINDINGS
A Façade and Signage Grant application was submitted to the City on April 21, 2017. The
application was reviewed by Planning Division Staff and found to meet the application criteria.
The project site is located within the Commercial Business District (CBD) zone. The applicant is
requesting $1,000.00 toward the installation of a new sign valued at $2,178.00 and $4,337.40
toward the engineering and construction of an addition to an existing back deck valued at
$8,674.80.
STAFF ANALYSIS
Staff reviewed the grant criteria for the Community Facade and Sign Improvement Program as
included in the grant application materials.
The Program will provide a grant for funding of façade improvements that will enhance the
physical appearance, accessibility, and overall value of individual buildings as well as
Station 51 Taphouse No. 17-02
May 10, 2017 Page 2
surrounding areas. In evaluating proposals for funding under the Program, the following factors
shall be considered:
• Expected increase in assessed value of improvement; and
• Context in the block or neighborhood.
• Ability to proceed with project
Station 51 Taphouse has undergone a great deal of renovation and investment over the last 12
months in the business space and property formerly housing Zac’s Suds and Sandwiches at 125 West Front Street over the last 12 months. The next steps they are taking to improve the property
are the installation of a 192 square foot sign on the eastern façade of the building. The business
owners have also expressed interest in painting the entire eastern façade of the building outside
the scope of this grant program. The sign has been fabricated, but costs for installation are
budgeted and estimated at above and beyond the $2,000.00 necessary to maximize the grant reimbursement.
The project documents provided by the applicant locate not only the 12’x16’ (192 square feet)
sign, but also additional signage promoting the businesses amenities shown as an additional 64
square feet. Chapter 14.36.70(A) of the Port Angeles Municipal Code (PAMC) allows for each
individual business with street frontage a total sign area of all non-exempt sign to not exceed 20 percent of the surface area of the building façade occupied by the business, or 200 square feet,
whichever is less. When a building is located on more than one street frontage, each visible
building façade shall be considered separately. At 192 square feet, the proposed wall mounted
sign occupies 96% of the 200 square feet available on the eastern façade of the building. Any
additional signage allowed on the eastern façade cannot exceed 8 square feet and the 64 square foot sign proposed along with the 192 square foot logo sign will exceed the allowable sign area
for the eastern façade. The property that the building Station 51 Taphouse occupies fronts both
Front and Oak Streets. In accordance with Chapter 14.36.070(A) PAMC, the 64 square foot sign
may be installed on another of the building’s façades.
Recommended Condition of Approval
As a condition of this grant agreement, the 64 square foot amenity sign identified in the project drawings will not be allowed to be fixed on the eastern façade. It is the
recommendation of staff that the 64 square foot sign be fixed to the northern face of the
deck addition, which is visible to pedestrians, bicycles, and vehicles traveling on Railroad Avenue.
In addition to the sign installation, the business owners are proposing a 144 square foot addition
to the existing 22’x18’ deck. The proposed deck has been designed to seamlessly mirror the
material choice and engineering of the existing section, and will allow the placement of outdoor
tables and chairs for patrons of the taphouse. The project has included estimations for engineering, labor, and material costs valued at $8,674.80 with a grant request of 50 percent, or
$4,337.40
Furthermore, Staff finds the Station 51 Taphouse Grant projects fulfills the Program criteria in
the following way:
Station 51 Taphouse No. 17-02
May 10, 2017 Page 3
•The enlargement of useable congregative area of the northern deck is expected toincrease the assessment value of the property.
•The installed sign and new deck extension will provide more visible and useful outdoor
space for the business and will provide visual interest along Front Street.
•The applicants are excited to move forward with the improvements as soon as possible.
•The new sign install helps to eliminate a non-conforming sign.
CONCLUSION
This project is part of a continued effort to revitalize this property by the business owners. Staff
appreciates the work that Station 51 has accomplished and is in full support of approval of the grant proposal as conditioned.
ATTACHMENTS
A. Application materials
FSG
DE AND N
Department of Community & Economic Deve
321 E .5th Street, Port Angeles, WA 98362
360.417.47 50 | www.cityof pa.us I ced@cityofpa.us
FSG \1 - OL
APR 21 2017
l'i
APPLICANT AND PROPERW OWNER INFORMATION
Applicant Name h Mailing Address , 73a\ kthbu Dl¿k K¿t
Contact Name (or
Contact Phone 7 - bLo-EmaílAdd e ho*tnail , clitu1
Property Owner JJe ve^l/tlh Mailing Address
Property owner Phone Nr^oer, b30 - 1431- ,T7 Ll
l, the Contact, have read the Facade and Sign Grant lnformation and Award Cover Sheet Handout and
understand both the grant award process and required application materials for submission aproval.
BUSINESS INFORMATION
Business N 5 u Business Address lz S r^ t ñ,a¡vt* 9w-ßft
#--
Business Type/Description
lmprovement Type
PROJECT INFORMATION
Brief Project DescriptionÉ
Þ{
Start
Facade Grant
Sign Grant
o"r". tfot/il
End Date, t/¡tlt?
etLs+ wal, t( l\u 'lÅit,c1.
PROPERTY OWNER CONSTENT (lf Not The Applicant)
The owner(s) of the above property is fully aware and agree to all proposed improvements described in grant
application. Applicant must to proposal approved by property owne(s)
Applicant's S Date
Property Owner's Signature:Date
Attachment A
Station 51 Taphouse
125 W. Front Street
Port Angeles,'WA 98362
stationS 1 email@gmail.com
(360) 620-6s87
April 17,2017
Department of Community and Economic Development
City of Port Angeles
321 East Fifth Street
PO Box 1150
Port Angeles, WA 98362
Re: Facade and Sign Improvement Request
To Whom It May Concern:
Attached for your review is an application and supporting documentation outlining our request
for a facade and sign improvement grant regarding our business known as Station 51 Taphouse
located in downtown Port Angeles.
In our request we are asking to install two signs advertizing our business, one sign is 12x16 feet
(192 square feet) and the other sign is 4x16 feet (64 square feet). V/e would like to install these
signs on the east wall of our building to be placed over the top of the current "Z4k's" logo sign.
The large l2xl6 foot sign is our "Station 51 Taphouse" logo which is to be placed over the top of
the current "Zak's" logo. The smaller 4x16 foot sign says "Beer, Wine, Spirits, Hot Dogs" and
will be placed one (1) foot below the "Station 51 Taphouse" logo sign.
We would also like to add an additional 12 square feet onto our akeady existing back deck
located at the rear, north entrance of the building adjacent to the alley.
We would appreciate your consideration of our request for a grant to improve this building and
our business.
S Y'
Davis
Owner
Stâtion 51 Facade
Station 51 Taphouse
125 W. Front Street
Port Angeles, WA 98362
stationS 1@gmail.com
360-620-6587
Facade and Sign Improvement Request
PROJECT:Total Cost
Wall-Mount Sign Installation/East Wall: (J and J Construction)
8, 4'x8' full color decal panels on black polymetal, installed as two
separate signs as follows:
Sign (1): 6, 4'x8'panels (12'xl6': I92 sft) Full Color Logo Sign
Sign (2): 2,4'x8'panels (4'x1 6' : 64 sft) Beer/Wine/Spirits/Hot Dogs
fSign (1) is the "Station 51 Taphouse" logo sign that will be installed
over the top of the current uZak'su logo. Sign (2) will be installed one
foot below the logo sign (1).1
Installation: (J and J Construction)
Install pressure treated (flaf 2x4) frame on existing concrete
wall, fasteners, equipment and clean up, scrap removal
(permit not included)
$2,178.00
Deck/RearEntrance: UeJConstruction) $7,958.00
12' x 12'addition to existing back entrance deck, saw cut
Asphalt, excavate concrete footings, form and pour (4) footings
(2' x2' x I2") with plinths (16" x 16" x I2"), pressure treated
framing, wood decking and railing to match existing, fasteners,
clean up and scrap removal
Structural Design and Drawings: (Zenovic & Associates)
Structural design and drawing for deck addition, including
engineering services, overhead and profit, sales tax
GRAND TOTAL:
$716.80
Stat¡on 51 Taphouse Facade & Sign Request
$10,852.80
From:
Sent:
lo:
Subject:
Attachments:
Lacey Fors < laceyfors@yahoo.com>
Friday, January 06,20L7 2:l-1 PM
Fors, Lacey
Fwd: receipt
Taphouse panel sign cut panels.pdf; 4TT283751"09.htm
Begin forwarded message
F rom: "Bailey Signs" <signs@olypen.com>
Date: November 23,2016 at 10:26:38 AM PST
To: "'Lacey Fors"' <laceyfors@yahoo.o
Subject: RE: receipt
Lacey
Attached is the layout of the panel sign for Station 51 Taphouse. The sign is 8, 4'x8' black panels with a
full color logo installed on the panels. The logo itself is 17Osf. Let me know if I can be of further
assistance. The bottom two panels could be removed and you could go with just the logo panels, the total
square footage for this option would be 192.
Thanksl
Matt
Bailey Signs & Graphics
360-4L7-2690
L08 S Lincoln Street
Port Angeles, WA 98362
signs@olypen.com
Mon-Fri, L0am-3pm
Closed all major holidays
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CONSTRUC]]ON
OF PORTANGELES,INC.
PO Box 460
PORT ANGELES, WA 98362
360-457-1809
FAX 360-452-s 164
Station 5l 'lhp House
125 We.st Front Strcet
Pr-rrt Á,ngeles, WA 9S362
Includes:
Does not incfude:o Painting/staining not specifietl ¡rboveo Structural clesigno Tenrporary facilities not listeclo Pennits
Scott J Schwagler
October 8,2016
we are pleased to provicle an estítttate to install your new sign on south êàslerly corner of bLrilding. Estimate is basedonsitcvisitandourconversations. sy'epropos"thefollouuiigr.op"ái*o*lãr-tú"i."r"r"n""¿project,
o P¡ovide¿nd ínstall prcsj:ue tleated (flat 2x4) flarne on existing concrerstlock wall - frarie rvill bç clone as agrid so that all eclges ofthe sign paneJs ar.e súpporteclo Install owner provided sign paneìs on ne* fr¿ulleo Fasteners as rec¡uiredo Equiprnent as requiredo Clean up and scrap removal
A1l of the above rvott to be cornPleted in a substar¡tial and r.vorkulanlike uranner nccording to standard practices t'or tlìesurnof: Twothousandonehundrcdandseventyeightanclno/I00Dottar,c (g2,17g.) ptusLyssr
Notes:
Prices do not itzcllrde sales tax
Thanlpu for the opporrunity to p¡esen.t tìris proposal,Þ--Ary
J and J Corutructìon of porl Angelcs, ltc
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CONSTRLICTION
OF PORTANGELES,INC.
PO Box 460
PORT ANGIìLES, WA 98362
360-451-1809
FAX360-452,s164
October 8,2016Station 5l Tap IJouse
125 West F¡orrt Street
Port Angeles, WA 98362
Wearepleasedtoprovideanestiinatetoaddontoyourexistingdecktothenorth(appr.ox. l2'). Estimateisbaseclonsite visit ancl otlr conversations. We propcrse tlre flollor.ving scope of r.vork for. the r.ef'erencecì project.
Includes:o Sar.v cut asphalt and excavate fornew concrete footingso Fonuandpour'(4)Ììewconcretefootings(2'x2'x12't')v/ithpljnths(16"x16"x12") -reìnfbrcingancl colurnn
bases includedo Plovicle ald install pressu¡e freated frarr-ring'.raterials to match existingo P¡ovicle and install outdoor wood decking and railing to uraich existingo Fastene$ as requiredo Clean up and scrap removal
Does not inclucle:o Painting/staiuing not specified aboveo Rot lepair or hidden structura.l clamage at existing stmctureo Srrucfural clesigno Changes required from structural tlesigno Teurporary lacilities not listedo Pemits
All of the above work to be conrpleted. in a substantial ancl workmanlike marìner accordìng to standaxl practices for thesr¡r¡ of: sevel thousanci nine h.undred and fifry eight and no/.100 Dollars (g7,gss.) pttrs qSST
Notes:
Prices do nr¡t i¡tc/ude sale,s tcuc
Tirank you the proposal,
Scott
Options:
Allor.vance fìor structural design an<i pennit drawings - $750
Ailor,r,ance for building permit - 5500
J and J Conshlction ofPort Angeles, lnc
tl
J & J Construction of Port Angeles, Inc
PO Box 460
Port Angeles, WA 98362
BillTo
Station 51 Tap House
125 West Front Street
Port Angeles, WA 98362
lnvoice
Date lnvoice #
lu20t7 3725
P.O. No.Terms Project
Due on receipt
Quantity Description Rate Amount
Services for December 20 l6-Structural Design and Drawings for Deck
Addition
Engineering Services
Overhead & Profit
Sales Tax
575.00
86.25
8.40%
s7s.00T
86.257
55.55
Accounts not paid within 30 days are subject to a l.5o/o monthly finance charge Total $716.80
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1 piece(s) 2 x 6 Hem-Fir No. 2 @ 12" OC
Overall Length: 15'
rr{ÐÐEL,
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0
+
0
BEE
All locations are measured from the outside face of let support (or left cantllever end).All dimensions are horizontal.
. Deflection criteria: tt (1,1480) and Tt (V240).
' Brac¡ng (Lu): All compression edges (top and bottom) must be br¿ced at 5' 5 1/8" o/c unless deta¡led otherwise. pmper attachment and pos¡tioning of lateralbr¿c¡ng is requ¡red to achieve memb€r stabil¡ty.1:A 15olo ¡ncrease in tt¡e moment capacity has been added tc account fur repetitive member usage.. Appl¡cable calculauons are bãsed on NDS.. No compos¡te action b€tween deck and joist was cons¡dered ¡n analysis.
. Rim Board is assumed to carry all loads appl¡ed dkecdy above ¡t, bypassing the member b€ing des¡gned,. Blocklng Panels are assumed to carry no loads applied direcüy above them and üe full load ¡s applied to tñe member be¡ng designed.. At hanger supporF, the Total Bearing d¡mension is equal to t'te w¡dth of the material fiat ¡s supporting the hanger. 1 See Connector grid below for add¡tional ¡nformaüon and/or requ¡rements.
SysÞm : Floor
Member Type : Joist
Bu¡lding Use : Residential
Build¡ng Code : rBC2072
Des¡gn Methodology : ASD
Member React¡on (lbs)1008 @ 7'6"2126 (3.50")Passed (47olo)1.0 D + 1.0 L(All Spans)
Shear (lbs)439 @ 8'1 1/4"825 Passed (53olo)1.00 1.0D+1.01(AllSpans)
Moment (Ft-lbs)-740 @ 7' 6',801 Passed (92olo)1.00 1.0 D + 1.0 L(All Spans)
Live Load Defl. (in)0.173@17',41/2"0.184 Passed 1U513)1.0D+1.01(AltSpans)
Total Load Defl. (in)0.369 Passed (U484)1.0D+1.01(AltSpans)
TJ-Pro'M Rating N/A N/A
1-Beam-HF 3.50"2.00"1.50"29 34O/-34 3691-34 1 1/2" Rim Board
2-Beam-HF 3.50', 3.50"1.66'92 9t7 1009 Blocking
3 - Hanger on 5 U2" HF b€am 1.50"Hangerl 1.50"29 3351-32 3æl-32 See noÞ 1
3 - Face Mount Hanger Connecbr not found N/A N/A N/A N/A
I - Un¡form (PSF)0 to 15'12'10.0 100.0 Res¡dential - Liv¡ng
product appl¡cat¡on, ¡nput design loads, dimensions and support information have been provided by SRH
Q rrrro,*o.,r roREsr*y rNrrArv.
12/1412016 1:49:07 PM
Forte v5.1, Design Engine: V6.5.1.'l
9Per,ator Job NôlêS
Scott Headrick
Zenovic & Associates, lnc.(360) 417-0501
scott@zenov¡c.net
1 6446 J&J CONSTRUCTION
STATION 51 BARPORIANGELES, WA
Page 1 of 1
rr \,ñ t Ë.I piece(s) 2 x 6 Hem-Fir No. 2 @ 12' OC
OverallLength: 7'6"
All locat¡ons are measured from the outside face of left support (or left cantilever end).All d¡mensions are horizontal.
' Deflection criteria: LL (U360) and TL (U240).
' Brac¡ng (Ld): All compression edges (bp and botþm) must b€ braced at 6'4 U4' o/c unless deb¡led otherw¡se. Prop€r atÞchment and posiuoning of laÞr¿l
brac¡ng ¡s requ'red b achieve membèr sÞbility.. A 15olo ¡ncrease ¡n the moment capacity has be€n added b.account for repet¡tive member usage. Appl¡cable calculations are based on NDS,
' No composite action betlveen deck and jo¡st was considered ¡n analysis,
. Rim Board ¡s assumed to carry all loads appl¡ed directy above ¡t, bypassing the member b€¡ng designed.. Blocking Panels are assumed to carry no loads appl¡ed directy above tfiem and tfie tull load is applied to the member be¡ng desiqned.
0
ù
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E
Syshm : Floor
Member Typ€ : Jo¡st
Bu¡ldlng Use : Residential
Building Code : IBC 2012
Design Methodolow ; ASD
Q rrrro,*u., oRESrRv rNrrAnv'
1211412016 1:51:39 PM
Forte v5.1, Design Engine: V6.5..1.1
1
Member React¡on (lbs)404 @7' s U4"1063 (1.75")Passed (38o/o)1.0 D + 1.0 L(All Spans)
Shear (lbs)338 @ 9"825 Passed (41olo)1.00 1.0D+1.01(AllSpans)
Moment (Ft-lbs)719 @3'9718"801 Passed (90olo)1.00 1.0D+1.01(AllSpans)
Llve Load Defl. (¡n)0.227 @3',9718"0.24t Passed (U382)1.0D+1.01(AllSpans)
Total Load Defl. (¡n)0.250 @ 3',9718"0.361 Passed (U347)1.0 D + 1.0 L(All Spans)
I-Pro" Rating N/A N/A
1-Beam-HF 3.50',2.00"1.50"38 382 420 I U2" R¡m Board
2-Beam-HF 1.75" 1.75"1.50" 37 368 405 Block¡ng
I - Unifom (PSF)0 b 7'6"10.0 100.0 ASSEMBLY AREA
Weyerhaeuser warranb tlìat the sizlng of iE producb will be in accordance w¡th Weyerhaeuser product design criÞria and publ¡shed des¡gn \rdlues,
Weyerhaeuser o<pressly discla¡ms any other warr¿nties relaH to tfie soft¡are. Refer to current Weyerhaeuser l¡terature for installation details.(www.woodbywy.com) Accessories (Rim Board, Block¡ng Panels and Squash Blocks) are not designed by this softilare. Use of th¡s softlvare is not intended b
c¡rcumvent the need for a des¡gn profess¡onal as determined by tfie authority hav¡ng jurisdict¡on, The des¡gner of record, builder or framer is responsible b
assure that this calculation ¡s compatible w¡th he over¿ll project Products manuåctured at Weyerhaeuser iacil¡ties are thi¡d-party certified lo susÞinable
forestry sbndards, Weyerhaeuser Eng¡neered Lumber Products have been evaluaþd by ICC FS under techn¡cal rcports ESR-1153 and ESR-1387 and/or eíed
in accordance with appl¡cable ASTM sÞndards. For cunent code evaluation reports refer to htþ://www.woodbywy.com/seryices/s_CodeReporb.aspx.
The product appl¡cation, input design loads, dimens¡ons and support informðtion have been provided by SRH
Scott Headrick
Zenovic & Associates, lnc
(360) 41 7-0501
scott@zenovic.net
16446 J&J CONS-IRUCTION
STATION 51 BAR
PORT ANGELES, WA
Page 1 of 1
7',-6',t-o
ATTACH OU]ER LEDGER TO POST W(2) SDWH2T6OOG
NOTE: IF LEDGÊR BREAKS AT POST USE (2) SCREWS PER LEDGER
NEW 2x10 PT HF#2 LEDGERS EA' SIDE OF POSTS
ATTACH NEW LEDGERS TO POST W(2)
SDW2TlOO()G SCRÊWS FROM EA. SIDE,
SEE POST DETAIL ¡úS2
ATTACH OUTER LEDGER TO
Posr w(2) SDWH27600G
SDWH2T6OOG TIMBER HEX
PROVIDE 2x6 CROSS BRACING,
AfiACH AT EA, END W(2)
+ì
SEE POST CONNECTION DETAIL ¡'lS2
EX. 2x6 PT HF#2 JOISTS
EX. DECK
EX. 4x10 BEAM
PT 2?{ì HF#2 JOTSTS @ 12' O.C.
SEE POST CONNËCTION DÉTAIL ¡./S2
-l
PRoVIDE 2x6 CROSS
BRACtNG, ATTACH AT È4.
END W(2) SDWH27600G
TIMBER HEX SCREWS
INSTALL NEW 4x10 PT HF#2 BEAM
ADJACENT TO EX., ATTACH TO
EXISTING BEAM WSDWH2T6OOG
TTMBER-HEX SCREWS @ 24 O.C.
HANG NEW JOISTS OFF EX.
RIM WLUS26 HANGER
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PT 8x8 HF#2 PoSTS WCB88 BASÊS (ÏYP.)
ISIM.
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WIIUCQ4lO.SDS HANGERS W4'
LONG SDS SCREWS'IHROUGH
LEDGER, SEE DETAIL B/S2ATTACH 4x10 BEAM TO END PoST
WIJUCO4lO.SDS HANGERS W4
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LEDGER
/
24x24x12 CONC. FOoTING
Wl6x16x12 PLINTH, SEE DETAIL
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NEW PT 2x DÊCKING
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EX. 2x6 PT RIM
EX. PT DECKING
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1644Íì41
FILE:
JOB NO:
16446
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GENERAL NOTES
1. Engineering Design loads:
Roof live load: 25 psf (snow) ELEVATION < 625'
Wind loading based on:130 mph/Exposure "D"
Seismic Zone: D per l.B.C.
Floor Live Load: 100 psf (Assembly)
2, Construction shall conform to these plans and all applicable codes and local ordinancæ
including the 2015 Edition of the lnternational Building Code.
SOIL NOTES
1. Foundationdesignisbasedon:soilbearingcapacityof1500psfperl.B.C.TablelS06.2.
2. All footings except where noted othen¡vise on plans shall be set at least 12" into undísturbed
earth or certified compacted fill.
3. Any unusual soil conditions such as organic soils, clay pockets or uncertified fllls shall be
brought to the attention of the engineer prior to construction.
WOOD FRAMING NOÏES
L All framing shall be as follows unless noted otherwise on the plans.
a. Studs, cripples and miscellaneous vertical framing shall be Douglas Fir/Larch stud grade or
better.
b. Joist and rafters shall be Douglas Fir/Larch No. 2 or better.
c. Headers and beams shall be Douglas Fir/l-arch No.2 or better.
d. All wood members in contact with concrete or soil shall be pressure feated Hen/Fir No. 2 or
better.
2. Timber connectors called out by letters and numbers shall be Simpson Strong Ïie
Connectors. Provide the number and size of fasteners as specified by the manufacturefs
recommendations. Use MAX nailing per manufacturer for connectors, unless specifically noted
otherwise on plans. Where connector straps connect two members, one-half of the nails or bolts
shall beplacedineachmember. All boltsinwoodmembersshall conformtoASTMA30T.
Alternate joist hangers and other hardware may be substituted for items shown provided that
they are IGC approved for equal or greater load capacity. All joist hangers and olher hardware
shall be compatible in size with members provided. All connectors used with pressure treated
wood shall be ZMAX, Post HotDipped Galvanized, or SST300 (Stainless Steel). Use only
stainless steel fasteners with stainless steel connectors. Use only HolDipped GalvanEed
fasteners with ZMAX and Post HotDipped Galvanized connectors. Stainless steel is
recommended for treated wood with an ACQ retent¡on value of 0.60 or hþher.
3. PRËSSURËTREATEDWOOD:
All wood shall be treated with ACQ unless approved by Engineer. Pressure treated wood called
out on plans shall conform to AWPA Standard U1-10 wilh preservative retention for the
following applications as follows:
a. UC3B - Above ground (0.25)
b. UC4A - ln contact with ground (0.40)
c. UC4B - Embedded in ground or concrete (0,60)
All treated wood that is cut or drilled shall shall have the exposed wood surface fleld treated with
27o Copper Naphthenate meeting the AWPA Standard M4
4. Holes for bolts shall be the bolt diameter plus/16"
5. All bolts, ihreaded rod and lag screws shall be tightened on installation and retightened before closing in
or upon completion of the job.
6. All bolts, lag screws and threaded rod shall be provided with washers where the nut head bears on lhe
wood. Washers shall have a minimum dimension of at least two bolt diameters.
7. All nails for structural work shall be common wire nails as indicaied on the plans or ICC approved
mechanically driven fasteners of equivalent holding strength. Nail size and spacing shall be as required by
the IBC Table 2304.10.1 and as specified on thæe plans.
8. All horizontal wood framing shall bear on beams, plates or ledgers with a nominal wídth or at least 2" or
be supported by sheet metal connectors as manufactured by Simpson or equal.
9. All connections between wood memben not specifically detailed heron shall be naíled with the minimum
nailing specifled in IBC table 2304.10.1.
CONCRETE NOTES
1. Concrete shall be a commercially available fansit-mix properly proportioned and delivered to he site in readymix
hucks. Aggregate size shall be a maxinum o'f 1/z' in loundations and 9/¿' at all other locations. Slump should not exceed
4". Curing compound shall be sprayed on all exposed surfaces immediately after final toweling.
2. All cement shall conform to the ASTM Standard C-1 50. All aggregate shall conform to ASTM Standard C-33. All
reinforcing bars shall ønform to ASTM Standard A-615 as follows:
#345 Bars and WWM-Grade 40
#6 Bars and larger-Grade 60
All rebar to be welded shall be ASTM A706 steel. Preheat all bars #7 and larger per AWS D14-92. Preheat noi required
for bar sizes #6 and smaller.
3. Concreie shall have a minimum 28-day compressive stengfi of 3000 psi and shall not øniain less tìan 5-il2 sacks of
cement per cubic yard. Concrete shall alsô be air entrained. Total air content (percent by volume) shall not be læs Úran
5% or more han 7%.
4. Where dimensions of reinforcing is índicated on plans, dimensions are for straight lengürs of bar only. The bent section
of bar is not included in the lengh indicaied on plans.
5. A siandard hook is defined as a 90' bend plus a sfaight lengü of bar equal to 12 bar diameters.
6. Splices in continuous reinforcement shall lap as noted on the plans as follows:
Grade 40 reinforcing bars: Minimum of 32 bar d¡ameteß
Grade 60 reinforcing bars: Minimum of 48 bar diameters
7. Unless shown otherwisq the minimum concrete cover for reinforcing shall be 3' when placed directly against earth and
2" for all other locations unless specified on the plans.
8. Concrete design is based on a 28-day compressive strength of 2500 psi. Higher values are specified for durability only.
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N.ï.S.SCALE:
DATE:
12/15/2016
16446 A1
FILE:
JOB NO:1446
R
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s3
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