Planning Commission Meeting

Agenda City of Ocean Shores Planning Commission Meeting Join Zoom Meeting Online Click Here Join Zoom Meeting by Phone Phone Number: 1.253.215.8782 Meeting ID: 846 6416 9592 Passcode: 718852 Tuesday Ocean Shores Library May 28, 2024 573 Point Brown Ave. NW 2:00 PM Ocean Shores, Washington Page Call to Order Roll Call Approval of Meeting Agenda Approval of Minutes 3-4 1. Approval of minutes for the Regular City of Ocean Shores Planning Commission Meeting on May 14, 2024 Public Comments Planning Commission is accepting written Public Comments to be sent via email to the City Clerk at slogan@osgov.com no later than 1:00 PM May 28, 2024 Old Business New Business Discussion 5 2. 40% Residential Rule  Led by: Planning Commission Chair, Mark Lawlis 3. Minimum Square Footage -650 Square Feet  Led by: Planning Commission Chair, Mark Lawlis Page 1 of 23 Page 6 - 18 4. Membrane Structures  Led by: Planning Commissioner, Kerry Barr 5. Ocean Shores "Theme"  Led by: Planning Commissioner, Steve Berry 19 - 23 6. Transient Rentals  Led by: Planning Commission Chair, Mark Lawlis Reports 7. Planning Commission Member(s) Report  Thorn Ward  Kerry Barr  Mark Lawlis  Thomas Bies  Steve Berry Public Comment Future Meeting Date June 11, 2024 at 2:00 PM Adjourn _________________________________________________________ Public Notice: • Persons requiring auxiliary aids or special arrangements in order to participate in meetings should call 360.940.7498 at least two business days prior to the scheduled meeting. Page 2 of 23  MINUTES Ocean Shores Planning Commission Regular Meeting Tuesday, 5/14/2024 – 2:00 p.m. Ocean Shores Public Library Meeting Room 573 Point Brown Ave NW, Ocean Shores, WA Minutes taken by Commissioner Berry • Call to Order Chair Mark Lawlis called the meeting to order at 2:00 p.m. • Roll Call Planning Commissioners present: Mark Lawlis, Kerry Barr, Tom Bies and Steve Berry Planning Commissioners absent: Thorn Ward Motion by Commissioner Barr to excuse Commissioner Ward. Seconded by Commissioner Berry. The motion was passed unanimously. City Staff present: Nicole Birch, City Clerk; Marshall Read, City Planner • Approval of Minutes • Approval of our minutes from our meeting of April 23, 2024. Commissioner Lawlis moved to approve the minutes, with correction to Item 9. Should read “Chair Mark Lawlis appointed Commissioner Berry as secretary for the 5/14/2024 meeting”. Seconded by Commissioner Barr. The motion passed unanimously. • Public Comments No public comments • Public Hearing • Chair Lawlis recessed meeting at 2:03 p.m. for Public Hearing to hear public testimony for or against the application for rezone of certain real property in Ocean Shores from PR-1, Private Recreational to R-1 Residential Zone. Planner Read presented a summary of the Staff Report. Applicant concurred with Mr. Read. • Commissioner Comments: Commissioner Barr reiterated that Applicant would still need to comply with all other codes and standards. Commissioner Berry expressed concerns regarding site access across city right-of-way and potential conflicts with future city plans for pedestrian/bike path. Planner Read stated that access should not have any impact on future path. • Public Comment: Vida Piera provided written and oral concerns regarding Special Districts, compliance with Shoreline Master Plan and EMS access. Don Williams pointed out errors in the Staff Report regarding lot size and reference to “Parks & Recreation district” on page 15. He also asked about access to adjacent property to the south. Mr. Read concurred with the errors and corrections will be made. The adjacent property is currently underwater in the canal. • Chair Lawlis reconvened the meeting at 2:31 p.m. • Motion made by Commissioner Berry to vote on proposed rezone, second by Commissioner Barr. The motion passed unanimously. Vote to recommend rezone passed unanimously. Page 1 of 2 1. Approval of minutes for the Regular City of Ocean Shores Planning Com... Page 3 of 23  • Old Business: No old business • New Business: Chair Lawlis read an email received addressing concerns regarding transient rentals. Chair Lawlis reiterated these items are in discussion only at this time and any proposed changes would involve public hearings. The planning commission is an advisory board and any changes would ultimately be decided by City Council. • Discussion • Discussion on the Purpose and Guiding Principles, Challenges and Proposed Zones – Draft, Led by Planning Commission Chair, Mark Lawlis • Discussion on Challenges – Draft, Led by Planning Commission Chair, Mark Lawlis • Discussion on Proposed Zones – Draft, Led by Planning Commission Chair, Mark Lawlis • Discussion on Business and Commercial Zones – Draft, Led by Planning Commission Chair, Mark Lawlis • Discussion on General Provisions and Definitions – Draft, Led by Planning Commission Chair, Mark Lawlis • Members of the Commission Reports No Commissioner had a report. • Secretary for Next Meeting Chair Mark Lawlis appointed Commissioner Bies as secretary for the 5/28/2024 Meeting. • Public Comments: Don Williams stated the need to add food trucks to B-1, B-2 and B-3 Zones. • Future Meetings • Next meeting is at 2:00 p.m. on 5/28/2024. • Meetings will be held at the Ocean Shores Public Library meeting room located at 573 Point Brown Ave NW, Ocean Shores, WA. • Prior to attending, please confirm the meeting location on the official agenda. The agenda is easily accessed by clicking on the meeting posted on the city calendar at the bottom of the city website homepage at www.osgov.com. Adjournment • Commissioner Barr moved to adjourn. • Commissioner Berry seconded the motion. Motion passed unanimously. • Chair Mark Lawlis adjourned the meeting at approximately 3:00 p.m. Page 2 of 2 1. Approval of minutes for the Regular City of Ocean Shores Planning Com... Page 4 of 23  40% Rule for Residential Lots On December 13, 2022, the Ocean Shores Planning Commission met and unanimously voted to recommend that the Ocean Shores Municipal Code be changed to specify that the 40% restriction on building area be applied to residential lots only. a. Section 17.50.210 M of the Ocean Shores Municipal Code was recently changed to limit buildings to covering 40% or less of a lot area. No differentiation was made between residential and business districts. Lot area used to calculate allowable building coverage was the entire lot, regardless of setbacks. The Planning Commission was clear in their original intent that the 40% restriction should only apply to residential lots, and not be applied to business and commercial lots. Section 17.50.210.M of OSMC currently reads: “No building or combination of buildings permitted or otherwise shall exceed forty percent of the lot area as specified per this section.” Proposed revised language for section 17.50.210.M of OSMC: “No building or combination of buildings permitted or otherwise in a residential zone shall exceed forty percent of the lot area as specified per this section.” (Emphasis added). b. The Planning Commission felt this clarification was required to remove any possible misinterpretation that the 40% lot coverage restriction could be applied to business and commercial lots. 2. 40% Residential Rule Led by: Planning Commission Chair, Mark Lawlis Page 5 of 23   October 20, 2020 Ocean Pours Taproom 759 Ocean Shores Blvd NW Ocean Shores, WA 98569 Roy Seeman WeatherPort Model 2628HGB In-house structural engineering analysis of the WeatherPort Model 2628HGB indicates the structure will meet 135MPH wind and 25PSF ground snow loads as a Category II structure, in accordance with ASCE7-10, IBC2012, and AISC 15th ed. Steel Design Manual. Seismic load combinations are not included because the seismic base shear calculated using the Simplified Design Procedure in ASCE7 is less than the horizontal forces resulting from the design wind load. It is the end users’ responsibility to insure the structure is sufficiently anchored to resist any forces as a result of the stated loads. Additional information or analysis is available upon request. Cory Schlauger Engineering Manager WeatherPort Shelter Systems 1860 1600 Rd Delta, CO 81416 970-874-6373 cory@weatherport.com 1860 1600 Road | Delta CO, 81416 | Office: +1-970-874-6373 | Fax: +1-970-874-5090 | www.WeatherPort.com 4. Membrane Structures Led by: Planning Commissioner, Kerry Barr Page 6 of 23 4. Membrane Structures Led by: Planning Commissioner, Kerry Barr NTS 2 3" 3" OFFSET THRU 4 9 " THRU 16 3" 2.17"SQ STUB 6" BOTH SIDES 9 " THRU 16 1" 18 1" 44 5" 1" 82 2628HGB JUB STYLE SNP AC20-094 2.5"SQ; 2.25"SQ 2628HGB CDS 09/11/20 QTY: 4 (AC20-094) CORNERS CDS 09/11/20 Page 7 of 23 CDS 09/11/20 4. Membrane Structures Led by: Planning Commissioner, Kerry Barr NTS 3 7" 16 RES CURTAIN BKT X3 3" 3" OFFSET 4 4 11" 116 215 16" 1" 14 3" x 2.17"SQ STUB 9 16" THRU 1" 2.5"SQ 142 2628HGB JUB STYLE SNP AC20-094 2.5"SQ; 2.25"SQ 2628HGB CDS 09/11/20 QTY: 12 (AC20-094) CDS Page 8 of 23 09/11/20 SIDE BASE PAD CDS 09/11/20 4. Membrane Structures Led by: Planning Commissioner, Kerry Barr NTS 4 433 8" 7" 9 16" 7" 7 " FINISH 8716 3" 4 30" 30" 3" 2" 4 87" CUT 433 8" 9 7" 16" 7" 7 " FINISH 8716 2" 30" 30" 87" CUT 3" 4 2628HGB JUB STYLE SNP AC20-094 2"SQ 2628HGB CDS 09/11/20 QTY: 2EA Page 9 of 23 (AC20-094) CDS 09/11/20 OUTER EBB CDS 09/11/20 4. Membrane Structures Led by: Planning Commissioner, Kerry Barr NTS 5 1" 32 9" 9 4" 16" 7 16" 1" 25/64" 6" 24" 9" 1" 32 4" 9 16" 7 3" 1" 16" 4 25/64" 6" 24" 2628HGB JUB STYLE SNP AC20-094 2"SQ 2628HGB Page 10 of 23 CDS 09/11/20 QTY: 2EA (AC20-094) INNER EBB CDS CDS 09/11/20 09/11/20 4. Membrane Structures Led by: Planning Commissioner, Kerry Barr NTS 6 32" CUT 3215 16" FINISH 1/8x2x3 FB 4L 1" 12 72" 2628HGB JUB STYLE SNP AC20-094 2"SQ 2628HGB Page 11 of 23 CDS 09/11/20 QTY: 2EA (AC20-094) BASE PLMNT TOOL CDS CDS 09/11/20 09/11/20 4. Membrane Structures Led by: Planning Commissioner, Kerry Barr NTS 16 1" 3382 312" 48" TYP 2628HGB JUB STYLE SNP AC20-094 N/A 2628HGB CDS 09/11/20 Page 12 of 23 (AC20-094) CDS 09/11/20 BASE LAYOUT CDS 09/11/20  General Information GENERAL INFORMATION SECTION CONTENTS Mechanical Anchors General Information.........................1 DOMESTIC WEDGE ANCHOR Installation Instructions...................2 Carbon Steel and Stainless Steel Wedge Expansion Anchors Reference Performance Data..........3 Anchor produced in the U.S.A., nut and washer made in Taiwan or China* Ordering Information. ......................5 PRODUCT DESCRIPTION The Domestic Wedge Anchor is a threaded, torque-controlled, carbon steel or stainless steel wedge expansion anchor which is designed for consistent performance in concrete. Suitable base materials are normal-weight and sand-lightweight concrete. The anchor is manufactured with carbon steel body and expansion clip or a stainless steel body and expansion clip. Nut and washer are included. GENERAL APPLICATIONS AND USES DOMESTIC WEDGE ANCHOR • Steel fixtures ASSEMBLY • Support connections • Equipment and railing THREAD VERSION FEATURES AND BENEFITS • UNC threaded stud ++ Anchors made in the U.S.A., nut and washer made in Taiwan or China, domestic nut and washer ANCHOR MATERIALS available upon request. • Carbon Steel Type 303 Stainless Steel, or Type 316 Stainless Steel ++ Nominal drill bit size is the same as the anchor diameter ANCHOR SIZE RANGE (TYP.) ++ Anchor can be installed through standard size fixture clearance holes • 1/4" diameter through 1-1/4" ++ Length ID code and identifying marking stamped on head of each anchor diameter ++ Corrosion resistant stainless steel anchors available SUITABLE BASE MATERIALS APPROVALS AND LISTINGS • Normal-weight Concrete • Tested in accordance with ASTM E 488 • Lightweight Concrete GUIDE SPECIFICATIONS CSI Divisions: 03 16 00 - Concrete Anchors, 04 05 19.16 - Masonry Anchors and 05 05 19 - Post- Installed Concrete Anchors. Expansion anchors shall be Domestic Wedge Anchor as supplied by DEWALT, Towson, MD. Anchors shall be installed in accordance with published instructions and the Authority Having Jurisdiction. MATERIAL SPECIFICATIONS Specification Anchor component Carbon Steel1 Type 303 Type 316 Anchor body AISI C12L14 Type 303 Stainless Steel Type 316 Stainless Steel Washer AISI C1010-1018 300 Series Stainless Steel Type 316 Stainless Steel Hex Nut Low Carbon Steel, ASTM Type 18-8 Type 316 Stainless Steel A563, Grade A Expansion wedge AISI C1010-1018 1037 Type 18-8 Type 316 Stainless Steel (clip) 1. Plated with Zinc in accordance with ASTM B 633, SC1 Type III. TECHNICAL GUIDE – Mechanical Anchors ©2018 DEWALT – REV. a * Domestic nut and washer available upon request. 1 4. Membrane Structures Led by: Planning Commissioner, Kerry Barr Page 13 of 23  Installation Instructions INSTALLATION INSTRUCTIONS Mechanical Anchors Installation Instructions for Domestic Wedge Anchor Step 1 Step 2 Step 3 Step 4 Using the proper Remove dust Position the washer Tighten the anchor drill bit size, drill a and debris from on the anchor and with a torque wrench hole into the base the hole during thread on the nut. by applying the material to the drilling (e.g. If installing through required installation required depth. dust extractor, a fixture, drive the torque, Tinst. The tolerances of hollow bit) or anchor through the the drill bit used following drilling fixture into the hole. should meet the (e.g. suction, Be sure the anchor requirements of forced air) to is driven to the ANSI Standard extract loose minimum required B212.15. particles created embedment depth. by drilling. Installation Table for Domestic Wedge Anchor Nominal Anchor Diameter (inch) Anchor Property/ Notation Units Setting Information 1/4 3/8 1/2 5/8 3/4 7/8 1 1-1/4 Anchor outside diameter d in. 0.25 0.375 0.500 0.625 0.750 0.875 1.000 1.250 1/4 3/8 1/2 5/8 3/4 7/8 1 1-1/4 Nominal drill bit diameter dbit in. ANSI ANSI ANSI ANSI ANSI ANSI ANSI ANSI Minimum diameter of hole dh in. 5/16 7/16 9/16 11/16 13/16 15/16 1-1/8 1-3/8 clearance in fixture Minimum nominal embedment depth hnom in. 1-1/8 1-1/2 2-1/4 2-3/4 3-1/4 3-7/8 4-1/2 5-1/2 Minimum hole depth ho in. 1-3/8 1-7/8 2-3/4 3-1/4 3-3/4 4-3/8 5 6 Minimum member thickness hmin in. 3 3 3-3/8 4-1/8 4-7/8 5-13/16 6-3/4 8-1/4 Installation torque Tinst ft.-lbf. 5-10 25-30 50-60 75-90 150-175 200-250 250-300 400-450 Torque wrench/socket size - in. 7/16 9/16 3/4 15/16 1-1/8 1-5/16 1-1/2 1-7/8 Nut height - in. 7/32 21/64 7/16 35/64 41/64 3/4 55/64 1-1/16 For SI: 1 inch = 25.4 mm, 1 ft-lbf = 1.356 N-m. Length Identification Mark A B C D E F G H I J K L M N O P Q R S From 1-1/2" 2" 2-1/2" 3" 3-1/2" 4" 4-1/2" 5" 5-1/2" 6" 6-1/2" 7" 7-1/2" 8" 8-1/2" 9" 9-1/2 10" 11" Up to but not 2" 2-1/2" 3" 3-1/2" 4" 4-1/2" 5" 5-1/2" 6" 6-1/2" 7" 7-1/2" 8" 8-1/2" 9" 9-1/2 10" 11" 12" including Length identification mark indicates overall length of anchor. Installation Detail Nomenclature d = Diameter of anchor dbit = Diameter of drill bit TECHNICAL GUIDE – Mechanical Anchors ©2018 DEWALT – REV. a dh = Diameter of fixture clearance hole h = Base material thickness The minimum value of h should be 1.5hnom or 3” whichever is nom greater hnom = Minimum embedment depth 2 4. Membrane Structures Led by: Planning Commissioner, Kerry Barr Page 14 of 23  Reference Performance Data REFERENCE PERFORMANCE DATA Mechanical Anchors Ultimate Load Capacities for Domestic Wedge Anchor in Normal-Weight Concrete1,2 Concrete Compressive Strength, f’c Nominal Minimum 2,000 psi 4,000 psi 6,000 psi Anchor Embedment Diameter Depth Ultimate Tension Ultimate Shear Ultimate Tension Ultimate Shear Ultimate Tension Ultimate Shear (in.) (in.) Load Capacity Load Capacity Load Capacity Load Capacity Load Capacity Load Capacity (lbs.) (lbs.) (lbs.) (lbs.) (lbs.) (lbs.) 1-1/8 1,170 1,770 2,775 1/4 1-3/4 1,840 1,445 2,410 1,815 2,775 2,635 2-3/4 1,975 2,750 2,830 1-1/2 1,630 3,640 4,450 3/8 3 3,230 4,320 5,655 5,120 5,975 6,235 5 4,075 6,330 6,360 2-1/4 4,000 6,715 9,615 1/2 4 6,335 7,420 8,945 9,380 10,190 9,890 6 6,900 10,175 12,065 2-3/4 5,000 8,750 9,760 5/8 5 8,855 8,265 15,590 12,930 16,800 16,375 7 9,380 16,710 17,735 3-1/4 6,640 11,315 16,230 3/4 6 10,085 12,505 18,410 17,050 21,095 22,965 8 11,170 19,805 22,525 3-7/8 8,395 16,355 16,800 7/8 18,250 20,235 23,980 5-3/4 12,065 18,250 23,405 4-1/2 9,775 18,250 27,460 1 7-1/2 11,890 23,620 26,725 27,605 34,960 28,910 10 15,590 30,490 37,840 5-1/2 17,550 22,970 32,370 1-1/4 7 21,050 32,275 27,845 42,690 48,365 55,565 10 27,895 34,790 61,270 1. Tabulated load values are for anchors installed in uncracked concrete with no edge or spacing considerations. Concrete compressive strength must be at the specified minimum at the time of installation. 2. Ultimate load capacities must be reduced by a minimum safety factor of 4.0 or greater to determine allowable working loads. TECHNICAL GUIDE – Mechanical Anchors ©2018 DEWALT – REV. a 3 4. Membrane Structures Led by: Planning Commissioner, Kerry Barr Page 15 of 23  Reference Performance Data Mechanical Anchors Allowable Load Capacities for Carbon Steel and Stainless Steel Domestic Wedge Anchor in Normal-Weight Concrete1,2,3 Concrete Compressive Strength, f’c Nominal Minimum 2,000 psi 4,000 psi 6,000 psi Anchor Embedment Diameter Depth Allowable Tension Allowable Shear Allowable Tension Allowable Shear Allowable Tension Allowable Shear (in.) (in.) Load Capacity Load Capacity Load Capacity Load Capacity Load Capacity Load Capacity (lbs.) (lbs.) (lbs.) (lbs.) (lbs.) (lbs.) 1-1/8 295 445 695 1/4 1-3/4 460 360 600 455 695 660 2-3/4 495 690 710 1-1/2 410 910 1,115 3/8 3 810 1,080 1,415 1,280 1,495 1,560 5 1,020 1,580 1,590 2-1/4 1,000 1,680 2,405 1/2 4 1,585 1,855 2,235 2,345 2,550 2,475 6 1,725 2,545 3,015 2-3/4 1,250 2,190 2,440 5/8 5 2,215 2,065 3,900 3,235 4,200 4,095 7 2,345 4,180 4,435 3-1/4 1,660 2,830 4,060 3/4 6 2,520 3,125 4,600 4,265 5,275 5,740 8 2,795 4,950 5,630 3-7/8 2,100 4,090 4,200 7/8 4,565 5,060 5,995 5-3/4 3,015 4,565 5,850 4-1/2 2,445 4,565 6,865 1 7-1/2 2,975 5,905 6,685 6,900 8,740 7,230 10 3,900 7,625 9,460 5-1/2 4,390 5,745 8,095 1-1/4 7 5,265 8,070 6,960 10,675 12,095 13,890 10 6,975 8,700 15,320 1. Tabulated load values are for anchors installed in uncracked concrete. Concrete compressive strength must be at the specified minimum at the time of installation. 2. Allowable load capacities listed are calculated using and applied safety factor of 4.0. 3. Allowable loads for lightweight concrete may be determined by multiplying the tabulated allowable load capacities for normal weight concrete by 0.60. TECHNICAL GUIDE – Mechanical Anchors ©2018 DEWALT – REV. a 4 4. Membrane Structures Led by: Planning Commissioner, Kerry Barr Page 16 of 23  Ordering Information ORDERING INFORMATION Mechanical Anchors *Domestic Wedge Anchor (Type 303 Stainless Steel) Min. Thread Cat. No. Size Embed. Length Std. Box Std. Ctn. 7300USA 1/4” x 1-3/4” 1-1/8” 3/4” 100 500 *Domestic Wedge Anchor (Carbon Steel) 7304USA 1/4” x 3-1/4” 1-1/8” 3/4” 100 500 Min. Thread 7312USA 3/8” x 2-3/4” 1-1/2” 1-1/8” 50 250 Cat. No. Size Std. Box Std. Ctn. Embed. Length 7313USA 3/8” x 3” 1-1/2” 1-1/8” 50 250 7400USA 1/4” x 1-3/4” 1-1/8” 3/4” 100 500 7314USA 3/8” x 3-1/2” 1-1/2” 1-1/8” 50 250 7402USA 1/4” x 2-1/4” 1-1/8” 3/4” 100 500 7315USA 3/8” x 3-3/4” 1-1/2” 1-1/8” 50 250 7404USA 1/4” x 3-1/4” 1-1/8” 3/4” 100 500 7316USA 3/8” x 5” 1-1/2” 1-1/8” 50 250 7410USA 3/8” x 2-1/4” 1-1/2” 7/8” 50 250 7320USA 1/2” x 2-3/4” 2-1/4” 1-1/4” 50 200 7412USA 3/8” x 2-3/4” 1-1/2” 1-1/8” 50 250 7323USA 1/2” x 4-1/2” 2-1/4” 1-1/4” 50 200 7413USA 3/8” x 3” 1-1/2” 1-1/8” 50 250 7324USA 1/2” x 5-1/2” 2-1/4” 1-1/4” 50 150 7326USA 1/2” x 7” 2-1/4” 1-1/4” 25 100 7415USA 3/8” x 3-3/4” 1-1/2” 1-1/8” 50 250 7332USA 5/8” x 4-1/2” 2-3/4” 2” 25 100 7416USA 3/8” x 5” 1-1/2” 1-1/8” 50 250 7341USA 3/4” x 4-3/4” 3-1/4” 2” 20 60 7417USA 3/8” x 6-1/2” 1-1/2” 1-1/8” 50 200 7348USA 3/4” x 8-1/2” 3-1/4” 2” 10 40 7420USA 1/2” x 2-3/4” 2-1/4” 1-1/4” 50 200 7349USA 3/4” x 10” 3-1/4” 2” 10 30 7422USA 1/2” x 3-3/4” 2-1/4” 1-1/4” 50 200 7423USA 1/2” x 4-1/2” 2-1/4” 1-1/4” 50 200 *Domestic Wedge Anchor (Type 316 Stainless Steel) 7424USA 1/2” x 5-1/2” 2-1/4” 1-1/4” 50 150 Min. Thread Cat. No. Size Embed. Length Std. Box Std. Ctn. 7428USA 1/2” x 10” 2-1/4” 1-1/4” 25 100 7600USA 1/4” x 1-3/4” 1-1/8” 3/4” 100 500 7430USA 5/8” x 3-1/2” 2-3/4” 2” 25 100 7602USA 1/4” x 2-1/4” 1-1/8” 3/4” 100 500 7432USA 5/8” x 4-1/2” 2-3/4” 2” 25 100 7610USA 3/8” x 2-1/4” 1-1/2” 7/8” 50 250 7433USA 5/8” x 5” 2-3/4” 2” 25 100 7612USA 3/8” x 2-3/4” 1-1/2” 1-1/8” 50 250 7434USA 5/8” x 6” 2-3/4” 2” 25 75 7613USA 3/8” x 3” 1-1/2” 1-1/8” 50 250 7436USA 5/8” x 7” 2-3/4” 2” 25 75 7614USA 3/8” x 3-1/2” 1-1/2” 1-1/8” 50 250 7440USA 3/4” x 4-1/4” 3-1/4” 2” 20 60 7615USA 3/8” x 3-3/4” 1-1/2” 1-1/8” 50 250 7441USA 3/4” x 4-3/4” 3-1/4” 2” 20 60 7616USA 3/8” x 5” 1-1/2” 1-1/8” 50 250 7442USA 3/4” x 5-1/2” 3-1/4” 2” 20 60 7626USA 1/2” x 7” 2-1/4” 1-1/4” 25 100 7444USA 3/4” x 6-1/4” 3-1/4” 2” 20 60 7632USA 5/8” x 4-1/2” 2-3/4” 2” 25 100 7446USA 3/4” x 7” 3-1/4” 2” 20 60 7633USA 5/8” x 5” 2-3/4” 2” 25 100 7449USA 3/4” x 10” 3-1/4” 2” 10 30 7634USA 5/8” x 6” 2-3/4” 2” 25 75 7461USA 1” x 6” 4-1/2” 2-1/4” 10 40 7636USA 5/8” x 7” 2-3/4” 2” 25 75 7475USA 1-1/4” x 12” 5-1/2” 3-1/4” 5 15 7638USA 5/8” x 8-1/2” 2-3/4” 2” 25 75 7642USA 3/4” x 5-1/2” 3-1/4” 2” 20 60 Installation Accessories 7646USA 3/4” x 7” 3-1/4” 2” 20 60 Cat. No. Description Box Qty Adjustable torque wrench with 1/2” square drive 08466 1 (25 to 250 ft.-lbs.) 08280 Hand pump / dust blower 1 *Made to Order The published size includes the diameter and the overall length of the carbon and stainless steel anchors. All anchors are packaged with nuts and washers. TECHNICAL GUIDE – Mechanical Anchors ©2018 DEWALT – REV. a 5 4. Membrane Structures Led by: Planning Commissioner, Kerry Barr Page 17 of 23 4. Membrane Structures Led by: Planning Commissioner, Kerry Barr CURTAIN OPTIONS SOLID CURTAIN White Powder Coated Frame ELITE CURTAIN 11’ 2” PARIS CURTAIN (3.40m) 6’ JUMBO CLEAR CURTAIN (1.83m) ROME CURTAIN AERO CURTAIN 6’ x 7’ 4’W (1.83m x 2.13m) 28’ Curtain Opening Heavy Duty Double Zipper Utility 26’ (8.53m) w/36” x 48” Clear Window HEAVY DUTY DOUBLE ZIPPER ENTRY w/Pulley System Entry (7.92m) 4’ Qty: 14 Qty: 2 (1.22m) 40” x 48” FULL SCREEN CURTAIN (1.02m x 1.22m) Clear Window Qty: 8 Jubilee Style Base Pad JUMBO SCREEN CURTAIN *NOTE: Shall not be used in winds loads exceeding 135 mph gusts Shall not be used in ground snow loads exceeding 25 psf CUSTOM COLORS, PATTERNS AND GRAPHICS ARE AVAILABLE BUILDING SPECIFICATIONS CONTACT INFORMATION LEGAL Page 18 of 23 26’ x 28’ HGB toll free: +1-866-984-7778 PROPRIETARY AND CONFIDENTIAL CONCEPTUAL DRAWING local: +1-970-399-5909 THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF ALL PICTURES AND FLOOR PLANS ARE FOR VISUAL (7.92m x 8.53) WEATHERPORT SHELTER SYSTEMS ANY REPRODUCTION IN PART OR AS A WHOLE REPRESENTATION ONLY AND SUBJECT TO CHANGE WITHOUT THE WRITTEN PERMISSION OF WEATHERPORT SHELTER SYSTEMS IS PROHIBITED www.WEATHERPORT.com  Transient Rentals On May 10, 2022, after extensive research and months of meetings, the Ocean Shores Planning Commission unanimously voted to recommend additional language for Section 17.50.055 Transient Rentals of the Ocean Shores Municipal Code. The Commission reviewed code from other cities and Washington State, researched and discussed various options and their implications, and developed the enclosed additional recommended language. This Planning Commission felt that this language would better protect the residents and visitors to Ocean Shores. 17.50.055 Transient rentals. A. Purpose. The purpose of the ordinance codified in this section by petition or initiative is to protect the character of the city’s residential neighborhoods by prohibiting transient rental of dwellings and recreational vehicles therein. Use of dwellings for transient rental purposes has unmitigatable adverse impacts on surrounding residential uses and properties and is therefore prohibited except as provided for in these zoning regulations. It is found and determined that transient rental of dwellings has been permitted in the past and that the lawful use of property pursuant to the former Ocean Shores Municipal Code Sections 17.50.055, 17.16.050 and Ocean Shores Ordinances 419 (1986) and 518 (1991) may continue for a specified period subject to certain conditions contained in this section. These conditions include an amortization period of five years and the provision for individualized determinations that lawful investments specifically committed to transient occupancy have been made and may warrant a longer amortization period. B. Prohibition of Transient Rental with Exceptions. No owner, person or entity shall occupy, use, operate, rent or lease nor advertise, offer or negotiate to use, lease or rent a dwelling in the R-1, R-2, R-3, R-4, R-5, R-6A, R-6B, R-6C, R-7, R-8 and R-9 zones for transient rental except: a dwelling holding a lawful conditional use permit for transient rental on the effective date of the ordinance codified in this section and which complies with the requirements of subsection (C) of this section. C. Requirements for Continued Transient Rental. 1. No owner, person or entity shall rent, lease, operate, manage or maintain a dwelling in the R-1, R-2, R-3, R-4, R-5, R-6A, R-6B, R-6C, R-7, R-8 and R-9 zones for transient rental after the effective date of the ordinance codified in this section unless the dwelling had a valid and lawful transient rental conditional use permit on the effective date of said ordinance and meeting the following requirements: a. Any person or entity who rented or leased a dwelling unit for transient rental by virtue of a conditional use permit issued pursuant to former Ocean Shores Municipal Code Sections 17.50.055 and 17.16.050 and Ocean Shores Ordinances 419 (1986) and 518 (1991) during the period between January 1, 6. Transient Rentals Led by: Planning Commission Chair, Mark Lawlis Page 19 of 23  1989, and the effective date of the ordinance codified in this section or who otherwise claims a nonconforming use status for transient rental must establish the nonconforming use status of their transient rental activity by filing a claim for nonconforming use status with the city planner or in his or her absence the public works director or designee within ninety days of the effective date of said ordinance. b. Upon timely receipt of any such claim the Ocean Shores hearing examiner shall conduct a hearing, pursuant to Chapter 17.61, and determine whether grounds for the issuance of a nonconforming use permit have been proved by a preponderance of the evidence. Proceedings and appeal rights shall be as provided in Chapter 17.61 as amended. 2. Any transient rental nonconforming use permit issued pursuant to subsections (C)(1)(a) and (b) of this section shall have conditions no less stringent than the conditions under which the predecessor conditional use permit was issued and shall have a term ending five years from the effective date of the ordinance codified in this section and all transient rental of the dwelling shall be prohibited from and after the expiration of the five years unless hardship relief has been granted pursuant to subsection (C)(3) of this section. 3. A hardship provision is established for property owners who can prove that an investment made exclusively for the purpose and use of the dwelling as a transient rental can not be reasonably amortized and recovered over the five years allowed in subsection (C)(2) of this section. An application for hardship relief can only be made within the time and in the manner permitted for an application for a nonconforming use permit and shall be heard in conjunction with the hearing on the nonconforming use permit under the same conditions, requirements and appeal rights as specified for the nonconforming use permit. The hearing examiner shall determine, based upon a preponderance of evidence presented of generally accepted accounting principles and other substantial evidence, whether an extension of the term of the nonconforming use permit is needed to permit a reasonable amortization and recovery of investments proved to have been made exclusively for the purpose and use of the dwelling as a transient rental, and the term of any extension needed to accomplish a reasonable amortization and recovery of the investment. 4. Any nonconforming use permit may be suspended temporarily or revoked upon findings by the hearing examiner, after a hearing and subject to appeal as any other ruling of the hearing examiner, that the subject property has become a nuisance to its neighbors, engenders an unreasonable amount of law enforcement activity, violates one or more of the conditions of its issuance, violates any one or more of the provisions of the zoning code or any one or more of the foregoing. D. Any violation of the provisions of this transient rental section shall be enforced by the public works director or designee in the manner specified in Chapter 17.62; 6. Transient Rentals Led by: Planning Commission Chair, Mark Lawlis Page 20 of 23  provided, that the penalty shall not be less than one hundred dollars plus fifty dollars per day of occupancy in violation of this section. E. Business Licenses and Taxes. 1. Owners of transient rentals properties in permitted locations must obtain a city business license in accordance with Chapter 5.02 of the Ocean Shores Municipal Code before operating said property as a transient rental. 2. Owners/operators of transient rentals in permitted locations are subject to all provisions of Chapter 5.02 of the Ocean Shores Municipal Code, to include but not limited to: application, fees, renewal, and revocation. Special note is made that behavior and/or actions of persons renting or otherwise occupying licensed transient rentals that is in violation of any provision of the Ocean Shores municipal code may result in revocation of the Business License permitting operation of the Transient Rental. 3. For owners/operators of multiple transient rental properties in permitted locations, each property shall be considered a branch location in accordance with section 5.02.070 of the Ocean Shores Municipal Code and shall require a separate city business license for each location. 4. Owners/operators of rentals properties in permitted locations shall pay all business and occupation tax in accordance with Chapter 3.38 of the Ocean Shores Municipal Code. 5. Owners/operators of rentals properties in permitted locations shall collect and pay to the Washington State Department of Revenue Lodging Tax in accordance with Chapter 3.32 of the Ocean Chores Municipal Code. 6. Insurance. The owner/operator of transient rental properties in permitted locations shall provide proof of insurance specific to transient rental properties covering the period of the business license. The owner/operator of transient rental properties shall maintain such insurance throughout the period the property is used as a transient rental. F. Conditions of approval and maintenance of a city business license for transient rental properties 1. Local Property Representative. Where the owner/operator of a transient rental property does not reside full-time within 50 miles driving distance of the transient rental property, a local property manager shall be designated. The designated local property manager shall reside full-time within a 50-mile driving distance to the transient rental property. The owner/operator or local property manager shall be available 24 hours per day responsible for 6. Transient Rentals Led by: Planning Commission Chair, Mark Lawlis Page 21 of 23  responding to and resolving all complaints about the transient rental property. 2. Alternate Property Representative. An Alternate Property Representative for each transient rental property shall be designated regardless of the requirement to designate a Local Property Representative. The Alternate Property Representative shall be contacted if the owner/operator or Local Property Representative cannot be contacted in a reasonable timeframe and shall have all the duties and responsibilities of the owner and operator or Local Property Representative in such instance. Owner/operators of transient rental properties shall provide, as part of the city business tax application, an affirmation by Alternate Property Representative affirming awareness and capability to perform the duties of the owner/operator or Local Property Representative. 3. The name, address, and telephone number of the owner/operator, Local Property Representative (if used), and Alternate Property Representative shall be kept on file by the city and provided to the City of Ocean Shores Police Department. Failure to keep all contact information current, failure to respond in a timely manner to complaints, or occurrence of repeated complaints may result in the suspension or revocation of the business license and/or civil or criminal penalties. G. Fire Safety Inspection. The owner/operator of a transient rental property shall coordinate with the Ocean Shores Fire Department for a fire safety inspection of the proposed transient rental property prior to applying for a city business license. A copy of the passed inspection certificate shall be provided along with the initial application for a city business license. The fire safety inspection shall be performed annually thereafter and a copy provide with the application for annual renewal of the business license. H. Occupancy. Maximum occupancy of the transient rental property shall be based on the International Building Code standards, or a safe maximum occupancy set by the Ocean Shores Fire Department during the annual Fire Safety Inspection, whichever is less. The owner/operator of the transient rental property shall be responsible for ensuring that the transient rental property is operated in conformance with is maximum occupancy. I. Parking. At least one additional off-street parking space shall be provided for transient lodging use, in addition to all other parking required for the property in accordance with current city building codes. Sufficient parking space shall be provided such that on-street parking is not required at the maximum occupancy. In accordance with Ocean Shores City Code section 8.32.030, no more than four vehicles shall be parked outside an enclosed garage or carport. J. Solid Waste. Owner/operators of transient rental properties shall ensure collection and removal of solid waste from transient rental properties at least 6. Transient Rentals Led by: Planning Commission Chair, Mark Lawlis Page 22 of 23  weekly. Solid waste shall be stored in completely enclosed and secured solid waste receptacles or stored indoors until collection. K. Informational Packet. A packet of information shall be provided to renters and posted conspicuously in the common area of the transient rental summarizing the guidelines and restrictions applicable to use of the transient rental property to include: 1. Maximum occupancy. 2. Prohibited uses 3. Applicable noise and use restrictions in accordance with current city code. 4. Location of approved parking and maximum number of allowed vehicles. 5. Instructions for management of solid waste, including specific instructions on prevention of bear nuisance. 6. Contact information for owner/operator of transient rental property, Local Property Representative (when used), and Alternate Property Representative. 7. A copy of the approved business license for the transient rental property. 6. Transient Rentals Led by: Planning Commission Chair, Mark Lawlis Page 23 of 23