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136 W. 11th Street
Address: 136 W 1111 Street PREPARED 6/08/17, 9:37:46 INSPECTION TICKET PAGE 1 ., CITY OF PORT ANGELES INSPECTOR: JAMES LIERLY DATE 6/08/17 ------------------------------------------------------------------------------------------------ ADDRESS . : 136 W 11TH ST SUBDIV: CONTRACTOR : PHONE : OWNER ROBERT CATES PHONE : (360) 452-5275 PARCEL 06-30-00-0-3-4450-0000- APPL NUMBER: 15-00000278 RES DETACHED GARAGE ------------------------------------------------------------------------------------------------ PERMIT: BPR 00 BUILDING PERMIT - RESIDENTIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS _ ------------------------------------------------ - — -- BLFO O1 8/06/15 JLL BLDG FOUNDATION 9/09/15 AP August 6, 2015 8:56:22 AM jlierly. Bob 460-3162 September 9, 2015 8:48:07 AM jlierly. BL99 01 11/18/16 JLL BLDG FINAL 11/18/16 DA November 18, 2016 8:11:05 AM jlierly. Robert 452-5275 November 18, 2016 4:54:11 PM jlierly. Landing at man door required by code. Provide a light and switch within 4' of door/jll BL99 02 6/08/17 aVLL BLDG FINAL TIME: 17:00 Rob 360-452-5275 permit will be in garage. He will be there after 1:00 -------------------- ---- --—------ COMMENTS AND NOTES -------------------------------------- CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY & ECONOMIC DEVELOPMENT- BUILDING DIVISION 321 EAST 5TH STREET, PORT ANGELES, WA 98362 Application Number . . . . . 15-00000278 Date 4/06/15 V Application pin number . . . 333930 Property Address . . . . . . 136 w 11TH ST REPORT SALES TAX ASSESSOR PARCEL NUMBER: 06-30-00-0-3-4450-0000- Application type description RES DETACHED GARAGE on your state excise tax form SubdProperty Name . . . . . . to the City of Port Angeles Pro ert Use Property Zoning . . . . . . . RS7 RESDNTL SINGLE FAMILY (Location Code 0502) Application valuation . . . . 17250 ---------------------------------------------------------------------------- Application desc 575 sf metal garage ----------------------------------------------------------------------------- Owner Contractor ROBERT CATES OWNER 212 WHIDBY AVE PORT ANGELES WA 98362 (360) 452-5275 Other struct info . . . HARD SURFACE AREA ----------------------------------------------------------------------------- Permit . . . . . . BUILDING PERMIT -RESIDENTIAL Additional desc . . 575SF METAL GARAGE Permit Fee . . . . 319.75 Plan Check Fee 207.84 Issue Date . . . . 4/06/15 Valuation . . . . 17250 Expiration Date 10/03/15 Qty Unit Charge Per Extension BASE FEE 95.75 16.00 14.0000 THOU BL-2001-25K (14 PER K) 224.00 ---------------------------------------------------------------------------- Special Notes and Comments The Fire Department has reviewed the project application and has no comments March 31, 2015 4:37:24 PM sroberds. The proposal will result in demo of the existing access structure. Current lot cov will be increased from 26% to 30% with development of a new garage in this RS-7 zone. No land use issues anticipated. 1. Establishing Construction Access. 2. Install sediment controls BMPs. 3. Stabilize exposed soils. 4. Protect slopes from erosion. 5. Protect drain inlets. 6. Control pollutants including but not limited to spills, W concrete wash out, exposed aggregate processes, concrete ^ grinding and saw cut waste water. �\ 7. Maintain temporary and permanent erosion control BMPS during project. All disturbed area's on site not covered by new improvements should meet the attached soil quality and depth standard. Consider applying for the City Green Infrastructure Rebate of up to $750.00 towards the materials to install rain �0 Separate Permits are required for electrical work,SEPA,Shoreline,ESA,utilities,private and public improvements. This permit becomes null and void if work or construction authorized is not commenced within 180 days,if construction or work is suspended or abandoned 1 for a period of 180 days after the work has commenced, or if required inspections have not been requested within 180 days from the last inspection. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any state or local law regulating construction or the performance of construction. Date Print Name Signature of Contractor or Authorized Agent Signature of Owner(if owner is builder) T:Forms/Building Division/Building Permit r BUILDING PERMIT INSPECTION RECORD — PLEASE PROVIDE A MINIMUM 24-HOUR NOTICE FOR INSPECTIONS-- Building Inspections 417-4815 Electrical Inspections 417-4735 Public Works Utilities 417-4831 Backflow Prevention Inspections 417-4886 IT IS UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED. POST PERMIT INCONSPICUOUS LOCATION. KEEP PERMIT AND APPROVED PLANS AT JOB SITE. Inspection Type Date Accepted By Comments FOUNDATION: Footings Stemwall Foundation Drainage/Downspouts Piers Post Holes(Pole Bldgs.) PLUMBING: Under Floor/Slab Rough-in Water Line Meter to Bldg) Gas Line Back Flow/Water FINAL Date Accepted b AIR SEAL: Walls Ceiling FRAMING: Joists/Girders/Under Floor Shear Wall/Hold Downs Walls/Roof/Ceiling Drywall Interior Braced Panel Only) T-Bar INSULATION: Slab Wall/Floor/Ceiling MECHANICAL: Heat Pum /Furnace/FAU/Ducts Rough-In Gas Line Wood Stove/Pellet/Chimney Commercial Hood/Ducts FINAL Date Accepted b MANUFACTURED HOMES: Footing/Slab Blocking&Hold Downs Skirting PLANNING DEPT. Separate Permit#s SEPA: Parkin /Lighting ESA: Landscaping SHORELINE: FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE Inspection Type Date Accepted By Electrical 417-4735 Construction- R.W. PW /Engineering 417-4831 Fire 417-4653 Planning 417-4750 Building 417-4815 T:Forms/Building Division/Building Permit = CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY & ECONOMIC DEVELOPMENT- BUILDING DIVISION 321 EAST 5TH STREET, PORT ANGELES,WA 98362 Page 2 Application Number . . . . . 15-00000278 Date 4/06/15 Application pin number 333930 REPORT SALES TAX Special Notes and Comments on your state excise tax form garden to control roof and driveway runoff. Also rebates to the Cit of Port Angeles available for downspout disconnections.Contact Jonathan y g Boehme at 360 417-4811 (Location Code 0502) The existing building sewer may be located at the same location of the proposed construction. Any modification or damage to the existing building sewer will require other permits and inspections. ---------------------------------------------------------------------------- Other Fees . . . . . . . . . STATE SURCHARGE 4.50 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 319.75 319.75 .00 .00 Plan Check Total 207.84 207.84 .00 .00 Other Fee Total 4.50 4.50 .00 .00 Grand Total 532.09 532.09 .00 .00 Separate Permits are required for electrical work,SEPA,Shoreline,ESA,utilities,private and public improvements. This permit becomes null and void if work or construction authorized is not commenced within 180 days,if construction or work is suspended or abandoned for a period of 180 days after the work has commenced, or if required inspections have not been requested within 180 days from the last inspection. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any state or local law regulating construction or the performance of construction. Date Print Name Signature of Contractor or Authorized Agent Signature of Owner(if owner is builder) T:Forms/Building Division/Building Permit BUILDING PERMIT INSPECTION RECORD PLEASE PROVIDE A MINIMUM 24-HOUR NOTICE FOR INSPECTIONS— Building Inspections 417-4815 Electrical Inspections 417-4735 Public Works Utilities 417-4831 Backflow Prevention Inspections 417-4886 IT IS UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED. POST PERMIT INCONSPICUOUS LOCATION. KEEP PERMIT AND APPROVED PLANS AT JOB SITE. Inspection Type Date Accepted By Comments FOUNDATION: -Footings Stemwall Foundation Drainage/Downspouts Piers Post Holes(Pole Bldgs.) PLUMBING: Under Floor/Slab Rough-In Water Line Meter to Bldg) Gas Line Back Flow/Water FINAL Date Accepted b AIR SEAL: Walls Ceiling FRAMING: Joists/Girders/Under Floor Shear Wall/Hold Downs Walls/Roof/Ceiling Drywall Interior Braced Panel Onl T-Bar INSULATION: Slab Wall/Floor/Ceiling MECHANICAL: Heat Pum /Furnace/FAU/Ducts Rough-In Gas Line Wood Stove/Pellet/Chimney Commercial Hood/Ducts FINAL Date Accepted b MANUFACTURED HOMES: Footing/Slab Blocking&Hold Downs Skirting PLANNING DEPT. Separate Permit#s SEPA: Parkin /Lighting ESA: Landscaping SHORELINE: FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE Inspection Type Date Accepted By Electrical 417-4735 Construction- R.W. PW /Engineering 417-4831 Fire 417-4653 Planning 417-4750 Building 417-4815 T:Forms/Building Division/Building Permit THE -ORT NGELES For City Use CITY OF Permit#WASHS H I N G T O N , U . S. I ate Received: b 321 E 51h Street Approved Port Angeles,WA 9836 P:360-417-4817 F:360-417-4711 Email:permits@cityofpa.us BUILDING PERMIT APiLICATION Project Address: Phone: yS d - 6 a.Z!5- Prima Contact: a7eb �O- S Email: Name rr Phone o J 6 0 -- S�7,76— Property Mailin Addres Email Owner o�i a v� (rr � A� City State ` Zi Vim$ 1� s t� €�d Name , Phone Contractor Address Email Information city State Zip Contractor License# Exp.Date: Legal Description: Zoning: Tax Parcel # Project Value: (materials andlabor) $ `�' I Residential '® Commercial ❑ Industrial ❑ Public ❑ Permit Demolition ❑ Fire ❑ Repair ❑ Reroof(tear off/lay over) ❑ Classification For the following,fill out both pages of permit application: (check New Construction Z Exterior Remodel ❑ Addition ❑ Tenant Improvement ❑ appropriate) Mechanical ❑ Plumbing ❑ Other ❑ Fire Sprinkler System Proposed Irrigation System Proposed or Proposed Bathrooms Proposed Bedrooms or Existing? Yes 0 No D Existing? Yes 0 No 0 In addition to standard hard copy submittals please send a PDF copy of all Stormwater plans and Engineering to www.stormwater@cityofpa.us `l Project Description a�� gkej (Z' v o LA #3'--rKb ME: 4 c � — Is project in a Flood Zone: Yes ❑ NoEL Flood Zone Type: If in a Flood Zone, what is the value of the structure before proposed improvement? $ I have read and completed the application and know it to be true and correct. I am authorized to apply for this permit and understand that it is my responsibility to determine what permits are required and to obtain permits prior to work. I understand that plan review fees are not refundable after review has occurred. I understand that I will forfeit review fees if I withdraw the application before the permit is issued. I understand that if the permit is not picked up/issued within i8o days of submittal,the application will be considered abandoned and the fees will be forfeited. ebb cri Dateg' 6 1$ Print Name Signature Residential Structures Existing Proposed Construction For Office Use Area Descriptions(SQ FT) Floor area Floor area $Value new area Basement /�S First Floor /3 6 Second Floor Covered Deck/Porch/Entry Deck(over 30"or z" floor) Garage Carport ✓✓ �� Other(describe) Area Totals NP S Commercial Structures Area Descriptions(SQ FT) Existing Proposed Construction For Office Use Floor area Floor area $Value new area Existing Structure (s) Proposed Addition Tenant Improvement? Other work(describe) Site Area Totals Lot/Site Coverage Calculations Lots Size( sq ft) Lot Coverage(sq ft)foot print of %Lot Coverage (Total lot cov-. lot size) M2.ax Bldj Height all structures ft s 6 Site Coverage Sq Ft of all impervious) %of Site Coverage(total site cov-lot size) e Mechanical Fixtures Indicate how many of each type of fixture to be installed or relocated as part of this project. Air Handler Size: # Haz/Non-Haz Piping Outlets: Appliance Exhaust Fan # Heater(Suspended,Floor,Recessed wall) # Boiler/Compressor Size: # Heating/Cooling appliance # repair/alteration Evaporative Cooler(attached,not # Pellet Stove/Wood-burning/Gas # portable) Fireplace/Gas Stove/Gas Cook Stove/Misc. Fuel Gas Piping #of Outlets: Ventilation Fan,single duct # Furnace/Heat Pump/ Size: # Ventilation System # Forced Air Unit Plumbing Fixtures Indicate how many of each type of fixture to be installed or relocated Plumbing Traps # Water Heater # Plumbing Vent piping # Medical gas piping #of Outlets: Water Line # Fuel gas piping #of Outlets: Sewer Line # Industrial waste pretreatment interceptor Grease Trap) Size Other(describe): T:\BUILDING\APPLICATION FORMS\Current BP Application\Building Permit 4-17-13.docx Pa- "LOVE THE 00-IT-YOURSELF SIMPLICITY OF MY GARAGE" "HAPPINESS IS GETTING MY OWN WOODWORKING SHOP" L> "It took us a few days to finish my Future " Buildings For the longest time 9 �' � g e my house was my shop. I finally garage but I know I saved a lot of money putting it up r decided it was time. So I wired and insulated a Future myself. I had some great neighbors that pitched in Building and now I can be found in my new woodworking and lifted and bolted with me. Now I haves ace for p shop with my radio on making a canoe, laminating a all my toys with wheels." f? { paddle or fixing up a neighbor's broken shelf. It's warm, �___• .-,_-..�a ._,__.. Paul-Anson, Maine ; roomy and it's all mine.The ultimate"man-cave'T' Jack-Kincardin, Ontario ,,r. s _ lid, �'� "� �► , " a ��� -� _. -- DIDYOU KNOWPim Our average backyard garage or workshop can he assembled in as little as 3 I - - I - - - �Jf days! 0�1 PORTqStormwater Green Infrastructure Rebate Program 2015 Rain Garden and Residential Downspout Disconnection Rebate Application �1 ORKS p4PP� Name: When it rains, runoff flows from our roofs,yards and driveways,carrying oil,fertilizers, pesticides,and other pollutants into our environment. The City of Port Angeles wants to assure that does not happen. The Stormwater Green Infrastructure Rebate Program's aim is to reduce the amount of pollutants that enter the environment. Rain Gardens The City of Port Angeles is providing financial assistance to residents and businesses building rain gardens at their home or place of business. Approved applicants may receive a rebate of up to$750 for the purchase of materials,such as plants,compost,sand, mulch and rock. Residential Downspout Disconnections The City of Port Angeles is providing financial assistance to residents disconnecting downspouts from the Combined Sewer or Stormwater System. Approved applicants may receive a rebate of$25 per downspout draining to the Combined Sewer,$150 maximum,or $12.50 per downspout draining to the Stormwater System,$75 maximum. The stormwater from disconnected downspouts must be directed to onsite controls such as a drywell, rain garden, rain barrels,dispersion,or other approved method. Program Guidelines: • Rain gardens and downspout disconnections must be located inside City limits. • Applicants must be approved prior to commencement of construction. • Rain Garden Rebate and Residential Downspout Disconnection Rebates may be combined, but limit one rebate of each type per household or business. • A minimum of 400 square feet of impervious surface area,such as roofs,driveways,or patios must drain to proposed rain garden to be eligible. Applications will be accepted from February 1,2015,through November 30,2015,or until available funding is depleted,whichever comes sooner. All work must be completed and Rebate Form submitted by December 10,2015. Applicants will be notified regarding the status of approval or denial of their applications within three weeks of their application submittal. Applicants denied rebates may revise and resubmit their applications for reconsideration if they adequately address all prior comments. Suggested rain garden design details may be found on the City website: http://www.citvofpa.us/Stormwater.htm For more information contact the City of Port Angeles at 360-417-4830 Or to schedule a free site assessment contact Master Gardeners at 360-565-2679 Stormwater Green Infrastructure Rebate Applicant Information (required information) Name: Site Location Address: Contact(Please check the best method to contact you) o Mailing Address: o Phone Number and best time to call: o Email: Applying for: ❑ Rain Garden Rebate ❑ Downspout Disconnection Rebate Project Details: What are your project goals? Please attach the following items to your application for Rain Garden Rebate: • Photos of the area BEFORE installation • Green Rebate Worksheet(for free site assessment contact: Master Gardeners at 360-565-2679) • Infiltration Test Checklist • Sketch of the design and planting layout Please attach the following items to your application for Downspout Disconnection Rebate: • Photos of the area BEFORE installation • Green Rebate Worksheet • Sketch of where the downspouts currently drain • Sketch of the design for onsite stormwater controls • Number of downspouts to disconnect: ➢ Following construction,submit rebate form with original receipts no later than December 10,2015 in order for the rebate to be processed. ➢ Call(360)417-4830 to schedule a FINAL inspection. Rebates will not be disbursed without a final inspection. [2/6/2015] Page 2/7 Certification By submitting this application I certify that I am the legal property owner as shown in the deed or I have obtained permission from the property owner to change the landscaping. I agree to perform routine maintenance on the rain garden or other stormwater controls,and keep the installed system in good working order for a minimum of two years. 1 grant the City permission to conduct site inspections of my stormwater system at times that are mutually acceptable to me and the City. I acknowledge that the City of Port Angeles provides examples of rain gardens and stormwater control designs. I understand that the City did not design,install,or oversee the installation or design of my rain garden or stormwater control installed on my property. 1 am solely responsible for the design, installation,and functioning of the rain garden or stormwater control installed on my property. The City is not responsbilie for any loss,injury,flooding,or other damage that may occur or result from the rain garden or storm water control installed on my property or the downspout(s)disconnected on my property. By accepting the rebate,I hereby waive and release the City from any claim,cause of action, or liability from any loss,injury,flooding,or other damage whatsoever arising or resulting from the design,installation,and function of the rain garden or stormwater control installed on my property. As a condition of this application and receiving City funds, I give the City permission to release the location of my rain garden,and I agree that my rain garden may be photographed by the City for documentation and promotion purposes. X Signature Date Send complete applications by one of the following methods: Mail to: City of Port Angeles Email:stormwater@cityofpa.us c/o Stormwater Rebate Program 321 E Fifth Street—P.O. Box 1150 Port Angeles,WA 98362 For City Use: Date Received: Approval: Page Green Rebate Worksheet - Feasibility Date Referred by Property Owner: Address: Public Sewer: Private drainfield: Type of onsite sewage system: Tax Parcel Number Watershed (if known) DESIGN CONSIDERATIONS-LOCATION Ideal rain garden or infiltration sites are fairly flat,downhill from runoff source,and well drained. See pages 6-7 of the Rain Garden Handbook. ❑ Green infrastructure site> 10 ft downslope or>50 ft upslope of drainfield ❑ Check for buried utilities at site(call 811 to have utilities located) ❑ Slope<15%(rise of slope/length of slope) ❑ Site>10 ft from buildings ❑ Site downhill of runoff source ❑ Groundwater>1ft below bottom of green infrastructure ❑ Soil drainage>0.25 in/hr(see Infiltration Test Checklist) Percolation Tests: Hole One Trial 1 Trial 2 Trial 3 Hole Two Trial 1 Trial 2 Trial 3 ❑ Safe Overflow path (where will water drain to if it overflows rain garden?) DESIGN CONSIDERATIONS—DRAINAGE,SIZE AND OUTFLOW ❑ Measure how much area is draining to the Rain Garden or other stormwater control(pg 10 of the Handbook) square feet of roof area and square feet of yard or driveway will drain to the rain garden for a total are of square feet ❑ Measure how much area is available for the rain garden (pg 11 of the Handbook): square feet ❑ Options for inflow to garden(e.g.buried pipe,swale,overland flow) ❑ Options for outflow from garden (e.g.storm drain,disperse to open landscape) CONCLUSION—Is site suitable for green stormwater infrastructure? [2/6/2015] Page 4/7 0 Green Rebate Worksheet— Design Budget Design Costs: Who will design the rain garden? ❑ Self ❑ Consultant $ Labor Costs: Who will install the rain garden? ❑ Self ❑ Contractor $ Material Costs: Materials(Plants,soil) Quantity Source(ie Nursery) Area Required (sq-ft) Cost Total Estimated Green Infrastructure Cost: $ Number of disconnected downspouts: Disconnected from Sanitary Sewer at$25 each Number: $ Disconnected from Stormwater System at$12.50 each Number: $ What is the estimated rebate amount requested? $ (Maximum rain garden materials rebate is$750.) (Maximum disconnection rebate is$150.) [2/6/2015] Page 5/7 1 Perform an Infiltration Test Checklist As part of your Green Rebate Worksheet—Feasibility How water flows through soil plays a significant role in how large to build a rain garden. A glacial till or clay subsoil can act as a seal underneath the topsoil. If there is enough rain, the topsoil will become saturated and there will be no place for the water to go regardless of the characteristics of the topsoil. To properly size your rain garden or other stormwater control, perform the following infiltration test: Test: 1) Dig a hole 24 inches deep and at least 10 inches i across. Add a stake with a ruler attached to it. ., 6 Ai mss 2) Fill with a hose to a depth of 12 inches, and let drain completely. 3) Repeat fill to 12-inch depth and drain a second time. This may take overnight. +f ryye; ,�T S'�p .;ti pit + J �"yy�,,�a•-s. 4) On the third fill to 12-inch depth: Measure the water height every hour. Note your results in the table included in this form. Continue until the rate of fall stabilizes. (Same amount of fall for 2-3 hours) Use that as the infiltration rate. (inches/hour) If you find any of the following conditions during your test ❑ You hit hardpan ❑ Your test hole does not drain at least .25"per hour; OR ❑ Your test hole fills with water Do not attempt to install a rain garden or other infiltration system! [2/6/2015] Page 6/7 Y Results Table Fill this out during our third fill Percolation Infiltration Rate Test Hole# Elapsed Water depth (depth of fall in (Multiple test Time measurement Notes/Comments holes are (hours) (in inches) inches/time in recommended) hours) 1 Zero 12 inches Initial fill You must sign the statement below and return this document with your application. I certify that I have followed the procedures outlined in this document to determine my rain garden or stormwater control sizing. I have chosen to size my rain garden or stormwater control in accordance with these results. I understand that rain gardens are sized for moderate rain events and that regardless of infiltration ability of my soil that my rain garden must have a clear and safe overflow. Test performed by: ❑ Homeowner Print Name Signature Date ❑ Contractor Print Name Signature Date [2/6/2015] Page 7/7 j BASE CONNECTOR STANDARD LENGTH o� BASE CONNECTOR -r �4END PIECED SUPPLIED SUIT BUILDING CD �$CHES r m ENDWALL PANELS NOT SHOWN 1O"• e CURVED ANGLE :. � � CD C DETERMINED 9IB°''� 9' ' BY CUSTOMER �o ... � � � ANCHORS ,o g co� t s® LOCA o ORS crr� o c NOT DRAWNm x 5 N 23 c THESE HOMES T ®e ,. :R `.`'�t10 � � CO m C ANCHORS {�tia74�.8'"; �..•ti' ®Q �rlbG DRILL ON ASSEMBLY � n CD °� rn ai CD� � zT zT m" a' 0) M c � HOLES&A►NCHQRS SHOWN _. 3 ARE REFERENCE ONLY. DOOR EXPLODED VIEW SHOWING � o a 0 FOR ANCH®A PATTER SE1E: ST 1-3 ARRANGEMENT o cn CONNECTORS ARE PRE-DRILLED LARGE DOOR ENDWAL� o ' o a m w 0o cn O N CT BMP T5.13 Post-Construction Soil Quality and Depth Purpose and Definition Naturally occurring(undisturbed)soil and vegetation provide important stormwater functions including: water infiltration;nutrient,sediment,and pollutant adsorption;sediment and pollutant biofiltration;water interflow storage and transmission;and pollutant decomposition. These functions are largely lost when development strips away native soil and vegetation and replaces it with minimal topsoil and sod. Not only are these important stormwater functions lost,but such landscapes themselves become pollution-generating pervious surfaces due to increased use of pesticides, fertilizers and other landscaping and household/industrial chemicals,the concentration of pet wastes,and pollutants that accompany roadside litter. Establishing soil quality and depth regains greater stormwater functions in the post development landscape,provides increased treatment of pollutants and sediments that result from development and habitation,and minimizes the need for some landscaping chemicals,thus reducing pollution through prevention. Applications and Limitations Establishing a minimum soil quality and depth is not the same as preservation of naturally occurring soil and vegetation. However, establishing a minimum soil quality and depth will provide improved on- site management of stormwater flow and water quality. Soil organic matter can be attained through numerous materials such as compost,composted woody material,biosolids,and forest product residuals. It is important that the materials used to meet the soil quality and depth BMP be appropriate and beneficial to the plant cover to be established. Likewise,it is important that imported topsoils improve soil conditions and do not have an excessive percent of clay fines. Design Guidelines • Soil retention. The duff layer and native topsoil should be retained in an undisturbed state to the maximum extent practicable. In any areas requiring grading remove and stockpile the duff layer and topsoil on site in a designated,controlled area,not adjacent to public resources and critical areas,to be reapplied to other portions of the site where feasible. • Soil quality. All areas subject to clearing and grading that have not been covered by impervious surface,incorporated into a drainage facility or engineered as structural fill or slope shall,at project completion,demonstrate the following: 1. A topsoil layer with a minimum organic matter content of ten percent dry weight in planting beds,and 5%organic matter content in turf areas,and a pH from 6.0 to 8.0 or matching the pH of the February 2005 Volume V-Runoff Treatm®nt BMPs - - 5-13 original undisturbed soil. The topsoil layer shall have a minimum depth of eight inches except where tree roots limit the depth of incorporation of amendments needed to meet the criteria. Subsoils below the topsoil layer should be scarified at least 4 inches with some incorporation of the upper material to avoid stratified layers, where feasible. 2. Planting beds must be mulched with 2 inches of organic material 3. Quality of compost and other materials used to meet the organic content requirements: a. The organic content for"pre-approved"amendment rates can be met only using compost that meets the definition of "composted materials"in WAC 173-350-220. This code is available online at: http://www.ecy.wa.gov/programs/swfa/facilities/350.html The compost must also have an organic matter content of 35% to 65%,and a carbon to nitrogen ratio below 25:1. The carbon to nitrogen ratio may be as high as 35:1 for plantings composed entirely of plants native to the Puget Sound Lowlands region. b. Calculated amendment rates may be met through use of composted materials as defined above;or other organic materials amended to meet the carbon to nitrogen ratio requirements, and meeting the contaminant standards of Grade A Compost. The resulting soil should be conducive to the type of vegetation to be established. • Implementation Options: The soil quality design guidelines listed above can be met by using one of the methods listed below 1. Leave undisturbed native vegetation and soil,and protect from compaction during construction 2. Amend existing site topsoil or subsoil either at default"pre- approved"rates,or at custom calculated rates based on specifiers tests of the soil and amendment 3. Stockpile existing topsoil during grading,and replace it prior to planting. Stockpiled topsoil must also be amended if needed to meet the organic matter or depth requirements, either at a default "pre-approved"rate or at a custom calculated rate. 4. Import topsoil mix of sufficient organic content and depth to meet the requirements. 5-14 Volume V—Runoff Treatment BMPs February 2005 More than one method may be used on different portions of the same site. Soil that already meets the depth and organic matter quality standards,and is not compacted,does not need to be amended. Planning!Permitting/Inspection/Verifwation Guidelines&Procedures • Local governments are encouraged to adopt guidelines and procedures similar to those recommended in.Guidelines and Resources For Implementing Soil Quality and Depth BMP T5.13 in WDOE Stormwater Management Manual for Western Washingj2m This document is available at http:Ifu� .soilsfoisalinon.oi�. Maintenance • Soil quality and depth should be established toward the end of construction and once established,should be protected from compaction,such as from large machinery use, and from erosion. • Soil should be planted and mulched after installation. • Plant debris or its equivalent should be left on the soil surface to replenish organic matter. • It should be possible to reduce use of irrigation,fertilizers,herbicides and pesticides. These activities should be adjusted where possible, rather than continuing to implement formerly established practices. Flow Reduction Credits Flow reduction credits can be taken in runoff modeling when BMP T5.13 is used as part of a dispersion design under the conditions described in: BMP T5.10 Downspout Diversion BMP T5.11 Concentrated Flow Dispersion BMP T5.12 Sheet Flow Dispersion Chapter III,Appendix III-C, Section 7.5:Reverse Slope Sidewalks Chapter III,Appendix III-C, Section 7.2.4:Road projects February 2005 -- Volume V—Runoff Treatment BMPs 5-15 tic r ' If CITY OF PORT ANGELES-ConsteueflonPlans The Issuande of this permit based upW these plang ificadans ward other data shall tit revent the t� iding Official wont therealter-#�►iring the m In said plans,speeitications and x! �% ,� .eventing buitding operations N (�/ I�j I, '" when in dlolat=of an M �ittg cued� WdWan=ofthb jurisdieeim ALILWOMg1i =TO1FWMAFrWVAL tJ i - -- 7 Imo. I i P - Fes, " � 3a,fo © { �5a FV C1 A N I PE5N 0 C)P-fv. o r. GENERAL NOTES 1. ALL MATERIAL AND WORKMANSHIP SHALL CONFORM WITH THE REQUIREMENTS OF THE LATEST REVISION OF THE g' INTERNATIONAL BUILDING CODE 2012. DESIGN RCCOROING 22'-5" TO RISI S100-07/S2-10, NORTH AMERICAN C SPECIFICATION FOR THE DESIGN OF COLD-FORMED STEEL STRUCTURAL MEMBERS, AND WITH ANSI/RSCE 7-10. I IR 2. NO LORDS OTHER THAN THOSE GIVEN UNDER "DESIGN DATA" BELOW SHALL BE IMPOSED ON THE "STRUCTURE" --- _ - ---- 3. SPECIFIC NOTES AND DETAILS SHOWN ON THE DRAWINGS SHALL TAKE PRECEDENCE 0VER THE BUILDING MANUAL SUPPLIED. C�� 4. THE BUILDING, INCLUDING THE FOUNDATION, MUST BE CONSTRUCTED IN STRICT ACCORDANCE WITH THE DRAWING aDOOR V AND ERECTION INSTRUCTIONS. ANY DEVIATION, UNLESS ,N- OVERHEAD DO8'Wx7'H38"Wx84"H ---- -- ,APPROVED BY US IN WRITING SHALL NULLIFY OUR CERTIFICATE AND SEAL RND SHALL BE THE SOLE Cn m : RESPONSIBILITY OF THE ERECTOR. m n5. A PROFESSIONAL ENGINEER SHOULD BE RETAINED �I a WHERE SITE INSPECTIONS ARE WARRANTED. 6. NO ARCH PANEL MAY BE CUT OR MODIFIED UNLESS IT IS TO ACCOMMODATE AN ACCESSORY PROVIDED BY THE MANUFACTURER IN ACCORDANCE WITH ITS INSTRUCTIONS AND/OR THIS DRAWING. 7. MINIMUM SEPARATION FROM THIS BUILDING TO ANY REAR ELEVATION SIDE ELEVATION FRONT ELEVATION TALLER BUILDING MUST BE THE SMALLER OF 20 FEET AND 6 TIMES THE HEIGHT DIFFERENCE. f FOUNDATION NOTES =-------- ----- WARNING: DO NOT REMOVE OR REDUCE THE CONCRETE FLOOR SHEETING OR THE REINFORCING STEEL, RND/OR RAISE THE TOPS OF 1 = 64.49" NOTE: THE FOUNDATION ON THE DRAWING SPECIFIES THE BENT ANGLEMINIMUM REQUIREMENTS. LOCAL BUILDING CODE AND SITE THE FOOTERS ABOVE THE FLOOR OR BUILDING FAILURE MAY RESULT t = 0'03" CONDITIONS MAY REQUIRE R STRONGER FOUNDATION, Minimum Concrete Cover: I I� m WHICH MUST BE DESIGNED BY R LOCAL ENGINEER. Sheeting (a) Concrete Cast against earth' 3" 1. THE FOUNDATION SHALL BE FOUNDED ON NATURAL (b) Concrete exposed to earth or weather: I Iw Q�� UNDISTURBED SOIL CAPABLE OF SAFELY SUSTAINING Dri ed e No. 6 through No. 10 bars: 2" N m� 1 = 71.38" 1 = 71.38" No. 5 bar and smaller: 1.5" o t = 0.03" t = 0.03" 1500 psf. THIS SHALL BE DESIGNED TO FULLY RESIST (c) Concrete not exposed to earth or weather: 0.75" ALL ROTATION AT THE BASE OF THE ARCH. Ii 2. SLAB ON GRADE SHALL BE PLACED ON WELL COMPACTED 1.875" 4.75 1.75" 0.25" 2.75" 5" 29" SOIL CAPABLE OF SUSTAINING 1500 psf WITHOUT I I APPRECIABLE SETTLEMENT. #4' @ 18" CTC W.W.R 4" (min) 1 = 120" 1 = 120" I DESIGN DATA (MATERIALS) j t = 0.03" t = 0.03" -r- I m 1. CONCRETE F'c = 2500 PSI @ 28 DRYS, RCI I = k r I 2. REINFORCING STEEL GRADE 40, Fy = 90 KSI, ASTM 8615 � I C2 Co N 1 = 22.81" 1 = 22.81" 3. W.W.R. Fy = 65 KSI, ASTM RIBS. -#4 - 12" long t = 0.03' t = 0.03" SEC C� � -� 4. W.W.R. 6 x 6 - W1.4 x W1.4 10" SEC A-A 10" 10" 2-#9 SEC B-B ARCH DATA 24" I t\ ARCH PROFILE __ 7-1/21, I ENDWALL DATA 8 -� 22'-5.5" 11"-2.5" I 11"-2.5" la" B BOLTS: SAE GRADE 2 OR ASTM R307 ARCH STEEL THICKNESS - SEE ARCH PROFILE 2.75'' ° ° ° ENDWRLL STEEL THICKNESS = 0.03 In. 0 0 5" 0 2.256' ° GALVALUME SHEET STEEL 0 STRUCTURAL QUALITY RSTM SPECIFICATION R792-08 ° n? 55% ALUMINUM-ZINC ALLOY (HOT DIP COATING) N ASTM 8792 GARDE 50R v ° - Be KSI MINIMUM YIELD R _ 65 KSI MINIMUM TENSILE �l m L0 HSS SECTIONS SHALL CONFORM TO: - i :z :z ° d --�---�---{ 1" u"-+-'. ASTM A500 GARDE B (Fy = 46 ks0 1/2" 0 HILT[ KH-EZ ANCHOR I LP OF WH oTOR I I C W SECTIONS SHALL CONFORM TO: C5 (ICC-ESR-3027) 1'-2.5" 4 7 z RSTM A992 GRADE Be (Fy = Be ks1) -1 OR EQUIVALENT �' O OTHER SECTIONS SHALL CONFORM TO: 1/9"xl-3/9"x1-3/4"STEELRSTM WASHER I- RSTM A36 (Fy = 36 ks0 Ly C CD ° OR EQUIVALENT G311 1"GRADE 81 Ta O - F I D V- ) p��M MCH PRI"m CONNECTOR 00CNWre TS FM�s eo 4E 1 E} ARCH DESIGN DATA IN ACCORDANCE WITH ANSI/RSCE 7-L0: m 4 1/4" _ 3 L I J O (y) ROOF LIVE LORD (PSF) = 20 - o - - N CONCRETE - - - t j I ' ,mac , T� : -� V-- I Pg: GROUND SNOW LORD (PSF) = 25 EMBEDMENT J E110"W IMTN { 6 d Ce: EXPOSURE FACTOR = 1.0 0� L� O N Ct: THERMAL FACTOR = 1.0 IMPORTANCE FACTOR (SNOW) = 0.8 A N C H O R BOLT tl I 175' CATEGORY 1/AGRICULTURAL BUILDING o L87S" P SEC D-D SEC C-C SEC C-C SEC E-E O Pnet: COMPONENT WIND PRESSURE (PSF) _ +/- 21 ti DETAIL 2'-2.5" 3 V : BASIC WIND SPEED (MPH) = 105 LO v� CORNER DETAIL - INDUSTRIAL FOUNDATION CORNER DETAIL - INDUSTRIAL FOUNDATION Kh: VELOCITY PRESSURE EXPOSURE = 0.85 ° d-- WIND EXPOSURE CATEGORY = C I SEISMIC DESIGN CATEGORY = D2 02 N w 07 � 1.87 12" j FiLL a 1 2.25°' ° a o 2.75" ° - B LENGTH OF FOUNDATION LEGAL NOTE 2.75" 23 bolts of 12" sto gered spot Ing = 22' 2.75' �- I This drawing is the property of Future Steel Buildings Intl. 22"-5.5" Corp. Any duplication of this drawing in whole or ;n part is strictly forbidden. Anyone doing so will be prosecuted FOUNDATION PLAN INDUSTRIAL BASE CONNECTOR LAYOUT MAY under the full extent of the law. REVISIONS: ���•1(Cs GZID (,F WASH,,, yFuture Steel Buildings Intl. Corp. $ f EE, E L 73 Word Rd., Brampton, Ontario, Canada LGS 6R0, Phonal (906) 790-8600 fk N.T.S. P.G. .�; SCALE: APPROVED BY: Par 30, 2015 R.G. 0fDATE: CHECKED BY: PROJECT: ROBERT G CRTES PORT ANGELES, WR R29-11 owc: 15-0435 R E PIREs GENERAL NOTES 1. ALL MATERIAL AND WORKMANSHIP SHALL CONFORM WITH THE REQUIREMENTS OF THE LATEST REVISION OF THE INTERNATIONAL BUILDING CODE 2012. DESIGN ACCORDING 24'-1 TO AISI 5100-07/S2-10, NORTH AMERICAN SPECIFICATION FOR THE DESIGN OF COLD-FORMED STEEL STRUCTURAL MEMBERS, AND WITH ANSI/ASCE 7-10. 22'-5" 2. NO LORDS OTHER THAN THOSE GIVEN UNDER "DESIGN DATR" BELOW SHALL BE IMPOSED ON THE "STRUCTURE" 3. SPECIFIC NOTES AND DETAILS SHOWN ON THE DRAWINGS SHHLL TAKE PRECEDENCE OVER THE BUILDING MANUAL SUPPLIED. h. THE BUILDING, INCLUDING THE FOUNDATION, MUST BE CONSTRUCTED IN STRICT ACCORDANCE WITH THE DRAWING AND ERECTION INSTRUCTIONS. ANY DEVIATION, UNLESS m APPROVED BY US IN WRITING, SHALL NULLIFY OUR CERTIFICATE AND SEAL AND SHALL BE THE SOLE CD RESPONSIBILITY OF THE ERECTOR. I � N S. A PROFESSIONAL ENGINEER SHOULD BE RETAINED I � i = WHERE SITE INSPECTIONS ARE WARRANTED. i G. NO ARCH PANEL MAY BE CUT OR MODIFIED UNLESS IT 15 TO ACCOMMODATE AN ACCESSORY PROVIDED BY THE MANUFACTURER IN ACCORDANCE WITH ITS INSTRUCTIONS AND/OR THIS DRAWING. 7. MINIMUM SEPARATION FROM THIS BUILDING TO ANY TALLER BUILDING MUST BE THE SMALLER OF 20 FEET FIND 6 TIMES THE HEIGHT DIFFERENCE. FOUNDATION NOTES ---------------- NOTE: THE FOUNDATION ON THE DRAWING SPECIFIES THE REAR ELEVATION SIDE ELEVATION FRONT ELEVATION MINIMUM REQUIREMENTS. LOCAL BUILDING CODE AND SITE CONDITIONS MAY REQUIRE R STRONGER FDUNDRTION, WHICH MUST BE DESIGNED BY R LOCAL ENGINEER. 1. THE FOUNDATION SHALL DE FOUNDED ON NATURAL UNDISTURBED SOIL CAPABLE OF SAFELY SUSTAINING 1500 psf. THIS SHALL BE DESIGNED TO FULLY RESIST ALL ROTATION AT THE BASE OF THE ARCH. 22'-ll°5'• 2. SLAB ON GRADE SHALL BE PLACED ON WELL COMPACTED SOIL CAPABLE OF SUSTAINING 1500 psf WITHOUT 10" APPRECIABLE SETTLEMENT. B DESIGN DATA (MATERIALS) 1. CONCRETE F'c = 2500 PSI @ 28 DAYS, ACI 2. REINFORCING STEEL GRADE 10, Fy = 10 KSI, ASTM A61S 3. W.W.R. Fy = 65 KSI, ASTM H185. (Jl 4. W.W.R. 6 x 6 - W1.1 x WIA A ARCH DATA 24" 1 = 64°44" t = 0°03" i � II II N .71_ t = 0°03"' t = 0°03"._ T_ . FID°'P;LL DA,,6 N I I N Ul GO I 1 = 120„ BOLTS: SAE GRADE 2 OR RRSSTM A3�07 0°03'. ARCH STEEL THICKNESS - SEE ARCH PROFILE ENDWALL STEEL THICKNESS = 0.03 in. GALVALUME SHEET STEEL STRUCTURAL QUALITY RSTM SPECIFICATION 8792-08 557. ALUMINUM-ZINC ALLOY (HOT DIP COATING) 1 = 22°81" 1 = 22°81 ASTM A792 GRADE 50A CD 50 KSI MINIMUM YIELD (Jl 65 KSI MINIMUM TENSILE _ HSS SECTIONS SHALL CONFORM TO: Ul ASTM ABDO GRADE B (Fy = 96 ksi) W SECTIONS SHALL CONFORM TO: B ASTM A992 GRADE SO (Fy = 50 ksi) ARCH PROFILE OTHER SECTIONS SHALL CONFORM TO: ASTM A36 (Fy = 36 ks0 FOUNDATION PLAN 9" 2°5" ARCH DESIGN DATA IN ACCORDANCE WITH ANSI/ASCE 7-10: ROOF LIVE LOAD (PSF) = 20 W Pg: GROUND SNOW LORD (PSF) = 25 Ce: EXPOSURE FACTOR = 1.0 —WWR Ct: THERMAL FACTOR = 1.0 IMPORTANCE FACTOR (SNOW) = 0.8 02 CATEGORY 1/AGRICULTURRL BUILDING (Il Pnet: COMPONENT WIND PRESSURE (PSF) _ +/- 21 _ • � V : BASIC WIND SPEED (MPH) = 105 n n Kh: VELOCITY PRESSURE EXPOSURE = 0.85 10 2-#4 A SEC -f I WIND EXPOSURE CATEGORY = C SEISMIC DESIGN CATEGORY = D2 ARCH ANCHORAGE 5" 9°5" 0.075" MINIMUM BOTTOM BW.W.R.OLT GRADE 8.2 - STEEL BRACKET 3/8"0 x 3/4" N ASTM A792 O TIGHTEN TO 45 FT-LBS GCO —077 "I 3 O N Q\ Z RADE 50 ARCH O 18" 2-#4 I ANGLE&VERTICAL LEG LENGTH MAY BE DIFFERENT FOR Q& X MODELS ENDWALL ANCHORAGE SEC B-B LEGAL NOTE O� p` 5 7 This drawing is the property of Future Steel Buildings Intl. G• ENDWALL Corp.Any duplication of this drawing in whole or in ® WRRN ING DO NOT REMOVE OR REDUCE THE CONCRETE FLOOR I �1� part is strictly forbidden.Anyone doing so will,be prosecuted OR THE REINFORCING STEEL, AND/OR RAISE THE TOPS OF FE Q under the full extent of the law. -STEEL WASH BOLT THE FOOTERS ABOVE THE FLOOR OR BUILDING FAILURE MAY RESULT k STEEL WASHER 4 ,. REVISIONS: ASTM F436 �C, ��J OR EQUIVALENT 0, Minimum Concrete Cover' (a) Concrete Cast against earths 3''' ,✓ HILTI KH-EZ ANCHORS (ICC-ESR-3027) OR EQUIVALENT: .075" MINIMU �TEEL BRA KET (b) Concrete exposed to earth or weatherst� t, )%f p (, '-- Future Steel Buildings Intl. Corp° 1/2"0 x 4 1/2" BOLTS WITH 4 1/4" EMBEDDED DEPTH FOR BUILDINGS LESS THAN 30-0"WIDE No. 6 through No° 10 bars' 2" > �, ya Ward Rd., 6rgmptgn, Ontario, Cgnadq, L6S 6R8, Phone: (9051 790-8500 5/8" x 5 1/2" BOLTS WITH 5 1/4" EMBEDDED DEPTH FOR 30'-0"WIDE AND GREATER �-Ij 18" C.T.C. No. 5 bar and smaller' 1,5" �,� (c) Concrete not exposed to earth or weather= 0°75" N.T,S, P. GOO p .j SCALE: APPROVED BY: Feb 21, 2015 J.D. FIRST ANCHOR BOLT LOCATION FROM END OF FOUNDATION: V) 'aa��, 1r �"" DATE CHECKED BY: +2.5"WITHOUT MANUFACTURER'S ENDWALL C 3.`(1,' p�t'G') PROJECT: *33"WITH MANFUCTURER'S ENDWALL �, !b T--` �'. J`��y ROBERT o. CR hES FIRST ANCHOR BOLT LOCATION: �, r1 ARCHES AND MANUFACTURER'S ENDWALLS MUST BE *SOLID ENDWALL=9" FROM BUILDING CENTERLINE+18"C.T.C. SfC))\jt�C `✓lJJ PORT ANGELES, WR GROUTED INTO FOUNDATION ON BOTH SIDES OF PANELS. *OPEN ENDWALL- i t" FROM OPENING+18"C.T.C. LxpIR:g R24-11 15—©435 MODEL: DWG: Address: 136 W 11th Street PREPARED 4/28/14, 14:49:56 INSPECTION TICKET PAGE 1 CITY OF PORT ANGELES INSPECTOR: JAMES LIERLY DATE 4/28/14 ------------------------------------------------------------------------------------------------ . ADDRESS . : 136 W 11TH ST SUBDIV: CONTRACTOR : PHONE : OWNER ROBERT CATES PHONE : (360) 452-5275 PARCEL 06-30-00-0-3-4450-0000- APPL NUMBER: 12-00000535 RES ADDITION ------------------------------------------------------------------------------------------- PERMIT: BPR 00 BUILDING PERMIT - RESIDENTIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ BLFW O1 9/14/12 JLL BLDG FOUND FTG/STEM WALL 9/14/12 AP September 14, 2012 9:09:12 AM pbarthol. Danny 477-7315 xxxxxxxxxx AM +xxx++++xx+x++x+xx++++++++xxx+ September 14, 2012 4:45:45 PM jlierly. BLFO 01 9/25/12 JLL BLDG FOUNDATION 9/25/12 AP September 25, 2012 8:58:08 AM pbarthol. CLIFF 460-1192 FTG/SONOTUBE September 25, 2012 12:54:03 PM jlierly. BL9 01 9/25/12 JLL BLDG SHEARWALL 9/25/12 AP September 25, 2012 8:57:25 AM pbarthol. CLIFF 460-1192 ++++++++++++++++++ AM +xx++++++++++xx+++++++++++ September 25, 2012 12:54:10 PM jlierly. BL2 01 12/11/12 JLL BLDG FOUNDATION STEM WALL 12/11/12 DA December 11, 2012 8:29:18 AM pbarthol. December 11, 2012 4:46:05 PM jlierly. tie in top plate of addition wall with strap or other approvede method. Dry well and down spouts cvered have not insp these items yet/electrical insp required. BAIR 01 2/26/13 JLL BLDG AIR SEAL 2/26/13 AP February 26, 2013 8:32:08 AM pbarthol. Mr Cates 452-5275 February 26, 2013 4:48:02 PM pbarthol. BL3 01 2/26/13 JLL BLDG FRAMING 2/26/13 AP February 26, 2013 8:31:45 AM pbarthol. Mr. Cates 452-5275 February 26, 2013 4:48:02 PM pbarthol. BLI 01 3/13/13 PB BLDG INSULATION 3/13/13 AP March 13, 2013 9:00:15 AM pbarthol. Cates 452-5275 A0 March 13, 2013 4:49:16 PM pbarthol. BL99 01 4/28/14 BLDG FINAL April 28, 2014 2:50:17 PM pbarthol. PERMIT: ME 00 MEOLNMICAM PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------ ---------------------- ME99 01 4/28/14 J MECHANICAL FINAL April 28, 2014 2:50:34 PM pbarthol. PERMIT: PL 00 PLUMBING IT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ ----------------------------------- CONTINUED ONTO NEXT PAGE ----------------------------------- PREPARED 4/28/14, 14:49:56 INSPECTION TICKET PAGE 2 CITY OF PORT ANGELES INSPECTOR: JAMES LIERLY DATE 4/28/14 ------------------------------------------------------------------------------------------------ ADDRESS . : 136 W 11TH ST SUBDIV: CONTRACTOR : PHONE : OWNER ROBERT CATES PHONE : (360) 452-5275 PARCEL 06-30-00-0-3-4450-0000- APPL NUMBER: 12-00000535 RES ADDITION -------------------------------------------------------------------------—-------------------- REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------—-------------------—---------------------------------------------—------------ PL2 01 7/24/12 JLL PLUMBING ROUGH-IN 7/24/12 AP July 24, 2012 8:32:19 AM hcatuzo. CALL TO MEET. DALE HAS KEY. 452-8525 July 24, 2012 4:57:57 PM jlierly. PL99 01 4/28/14L PLUMBING FINAL April 28, 2014 2:50:45 PM pbarthol. ---------------------- ----------- COMMENTS AND NOTES CITY OF PORT ANGELES -All DEPARTMENT OF COMMUNITY & ECONOMIC DEVELOPMENT- BUILDING DIVISION 321 EAST 5TH STREET, PORT ANGELES, WA 98362 Application Number . . . . . 12-00000535 Date 5/15/12 Application pin number 426645 Property Address . . . . . . 136 W 11TH ST ASSESSOR PARCEL NUMBER: 06-30-00-0-3-4450-0000- REPORT SALES TAX Application type description RES ADDITION on your state excise tax form Subdivision Name . . . . . . Property Use . . . . . . . . to the City of Port Angeles Property Zoning . . . . . . . RS7 RESDNTL SINGLE FAMILY (LOCaLsIOn Code 0502) Application valuation . . . . 35000 Application desc BEDROOM/DINING ROOM ADDITION ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ ROBERT CATES OWNER 212 WHIDBY AVE PORT ANGELES WA 98362 (360) 452-5275 Other struct info . . . . . HARD SURFACE AREA ---------------------------------------------------------------------------- Permit . . . . . . BUILDING PERMIT -RESIDENTIAL Additional desc . . BEDROOM/DINING ROOM ADDITION Permit Fee . . . . 518.75 Plan Check Fee 337.19 Issue Date . . . . 5/15/12 Valuation . . . . 35000 Expiration Date 11/11/12 Qty Unit Charge Per Extension BASE FEE 417.75 10.00 10.1000 THOU BL-25,001-50K (10.10 PER K) 101.00 ---------------------------------------------------------------------------- Permit . . . . . MECHANICAL PERMIT Additional desc . Permit Fee . . . . 79.30 Plan Check Fee .00 Issue Date . . . . 5/15/12 Valuation . . . . 0 Expiration Date . . 11/11/12 Qty Unit Charge Per Extension BASE FEE 50.00 2.00 7.2500 EA ME-VENT FAN (SINGLE DUCT) 14.50 1.00 34.8000 EA ME-HEATER(SUSP/WALL/FLOOR-MTD) 14.80 ---------------------------------------------------------------------------- Permit . . . . . . PLUMBING PERMIT Additional desc . . Permit Fee . . . . 92.00 Plan Check Fee .00 Issue Date . . . . 5/15/12 Valuation . . . . 0 Expiration Date . . 11/11/12 Qty Unit Charge Per Extension BASE FEE 50.00 4.00 7.0000 EA PL-PLUMBING TRAP 28.00 1.00 7.0000 EA PL-WATER LINE 7.00 1.00 7.0000 EA PL-DRAIN VENT PIPING 7.00 ---------------------------------------------------------------------------- Special Notes and Comments The Fire Department has reviewed the project application and Separate Permits are required forelectrical work,SEPA,Shoreline,ESA,utilities,private and public improvements. This permit becomes null and void if work or construction authorized is not commenced within 180 days,if construction or work is suspended or abandoned for a period of 180 days after the work has commenced, or if required inspections have not been requested within 180 days from the last inspection. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any state or local law regulating construction or the performance of construction. l St Date Print Name Signature of Contractor or Authorized Agent Signature of Owner(if owner is builder) T:Forms/Building Division/Building Permit BUILDING PERMIT INSPECTION RECORD PLEASE PROVIDE A MINIMUM 24-HOUR NOTICE FOR INSPECTIONS— Building Inspections 417-4815 Electrical Inspections 417-4735 Public Works Utilities 417-4831 Backflow Prevention Inspections 417-4886 IT IS UNLAWFUL TO COVER,INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED. POST PERMIT INCONSPICUOUS LOCATION. KEEP PERMIT AND APPROVED PLANS AT JOB SITE. Inspection Type Date Accepted By Comments FOUNDATION: Footings Stemwall Foundation Drainage/Downspouts Piers Post Holes(Pole Bidgs.) PLUMBING: Under Floor/Slab Rough-in Water Line Meter to Bldg) Gas Line Back Flow/Water FINAL Date Accepted b AIR SEAL: Walls Ceiling FRAMING: Joists/Girders/Under Floor Shear Wall/Hold Downs Walls/Roof/Ceiling Drywall Interior Braced Panel Only) T-Bar INSULATION: Slab Wall/Floor/Ceiling MECHANICAL: Heat Pum /Furnace/FAU/Ducts Rough-in Gas Line Wood Stove/Pellet/Chimney Commercial Hood/Ducts FINAL Date Accepted b MANUFACTURED HOMES: Footing/Slab Blocking&Hold Downs Skirting PLANNING DEPT. Separate Permit#s SEPA: Parkin /Lighting ESA: Landscaping SHORELINE: FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE Inspection Type Date Accepted By Electrical 417-4735 Construction-R.W. PW /Engineering 417-4831 Fire 417-4653 Planning 417-4750 Building 417-4815 T-P—me/Rnilriinn nivicinn/Rnitriinn Parmit - CITY OF PORT ANGELES (0 41h"- DEPARTMENT OF COMMUNITY&ECONOMIC DEVELOPMENT- BUILDING DIVISION 321 EAST 5TH STREET, PORT ANGELES, WA 98362 Page 2 Application Number . . . . . 12-00000535 Date 5/15/12 Application pin number _ _ _426645 - REPORT SALES TAX -------------------- Special Notes and Comments on your state excise tax form has no comments L, ,.F May 3, 2012 3:51:24 PM sroberds. to the City of.Poll Angeles The proposal will result in a 307 sq.ft. addition to an (Location Code 0502) existing sfr in the RS-7 zone. Lot cov will be 26%- and site coverage will be 32%. No land use issues anticipated. May 8, 2012 8:03:10 AM banders. Addition cannot be built without removal of existing electrical overhead service to house from pole in alley. I recommend a temporary pole to provide construction power until the home wiring can be transferred to the proposed new panel location. Contact Trent or Brian at City Hall for more information. MAINTAIN CLEARANCES FROM SERVICE WIRES The existing building sewer may be located at the same location of the proposed construction. Any modification or damage to the existing building sewer will require other permits and inspections. Other Fees . . . . . . . . . STATE SURCHARGE 4.50 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 690.05 690.05 .00 .00 Plan Check Total 337.19. 337.19 .00 .00 Other Fee Total 4.50 4.50 .00 .00 Grand Total 1031.74 1031.74 .00 .00 Separate Permits are required fore.lectrical work,SEPA,Shoreline,ESA,utilities,private and public improvements. This permit becomes null and void if work or construction authorized is not commenced within 180 days,if construction or work is suspended or abandoned for a period of 180 days after the work has commenced, or if required inspections have not been requested within 180 days from the last inspection. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any state or local law regulating construction or the performance of construction. Date Print Name Signature of Contractor or Authorized Agent Signature of Owner(if owner is builder) T:Forms/Building Division/Building Permit BUILDING PERMIT INSPECTION RECORD PLEASE PROVIDE A MINIMUM 24-HOUR NOTICE FOR INSPECTIONS-- Building Inspections 417-4815 Electrical Inspections 417-4735 Public Works Utilities 417-4831 Backflow Prevention Inspections 417-4886 IT IS UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED. POST PERMIT IN CONSPICUOUS LOCATION.-KEEP PERMIT AND APPROVED PLANS AT JOB SITE. Inspection Type Date Accepted By Comments FOUNDATION: Footings J4, C�— Stemwall Foundation Drainage/Downspouts Piers Post Holes(Pole Bldgs.) PLUMBING: Under Floor/Slab Rough-in Water Line Meter to Bldg) Gas Line Back Flow/Water FINAL Date Accepted b AIR SEAL: Walls Ceiling FRAMING: Joists/Girders/Under Floor Shear Wall/Hold Downs Walls/Roof/Ceiling Drywall Interior Braced Panel Onl T-Bar �1 INSULATION: ` Slab Wall/Floor/Ceiling MECHANICAL: Heat Pum /Furnace/FAU/Ducts Rough-in Gas Line Wood Stove/Pellet/Chimney Commercial Hood/Ducts FINAL Date Accepted b MANUFACTURED HOMES: Footing/Slab Blocking&Hold Downs Skirting PLANNING DEPT. Separate Permit#s SEPA: Parkin /Lighting ESA: Landscaping SHORELINE: FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE Inspection Type Date Accepted By Electrical 417-4735 t Construction-R.W. PW I Engineering 417-4831 Fire 417-4653 Planning 417-4750 Building 417-4815 T•Pnrmc/Ri dlrlinn nivicinn/Ri iilriinn Parmit PREPARED 9/14/12, 9:20:19 INSPECTION TICKET PAGE 4 CITY OF PORT ANGELES INSPECTOR: JAMES LIERLY DATE 9/14/12 ------------------------------------------------------------------------------------------------ ADDRESS 136 W 11TH ST SUBDIV: CONTRACTOR : PHONE : OWNER ROBERT CATES PHONE : (360) 452-5275 PARCEL 06-30-00-0-3-4450-0000- APPL NUMBER: 12-00000535 RES ADDITION ------------------------------------------------------------------------------------------------ PERMIT: BPR 00 BUILDING PERMIT - RESIDENTIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ BLFW O1 9/14/12 BLDG FOUND FTG/STEM WALL September 14, 2012 9:09:12 AM pbarthol. Danny 477-7315 xxxxxxxxxx App xxxxxxxxxxxxxxxxxxxxxxxxxxxxxx -------------------------------------- COMMENTS AND NOTES PREPARED 9/25/12, 9:06:51 INSPECTION TICKET PAGE 6 CITY OF PORT ANGELES INSPECTOR: JAMES LIERLY DATE 9/25/12 -- -------------- -------------- --- ADDRESS . : 136 W 11TH ST SUBDIV: CONTRACTOR : PHONE : OWNER ROBERT CATES PHONE : (360) 452-5275 PARCEL 06-30-00-0-3-4450-0000- APPL NUMBER: 12-00000535 RES ADDITION -- ------ -- ----- PERMIT: BPR 00 BUILDING PERMIT - RESIDENTIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ---- ----------------------------------------------------------------------------- BLFW 01 9/14/12 JLL BLDG FOUND FTG/STEM WALL 9/14/12 AP September 14, 2012 9:09:12 AM pbarthol. Danny 477-7315 xxxxxxxxxx AM xxxxxxxxxxxxxxxxxxxxxxxxxxxxxx September 14, 2012 4:45:45 PM jlierly. BLFO 01 9/25/12 JL BLDG FOUNDATION -c September 25, 2012 8:58:08 AM pbarthol. CLIFF 460-1192 FTG/SONOTUBE BL9 01 9/25/12 JLL BLDG SHEARWALL September 25, 2012 8:57:25 AM pbarthol. CLIFF 460-1192 xxxxxxxxxxxxxxxxxx AM xxxxxxxxxxxxxxxxxxxxxxxxxx --------------- COMMENTS AND NOTES -------------------------------------- PREPARED 7/24/12, 8:57:48 INSPECTION TICKET PAGE 1 CITY OF PORT ANGELES INSPECTOR: JAMES LIERLY DATE 7/24/12 ------------------------------------------------------------------------------------------------ ADDRESS . : 136 W 11TH ST SUBDIV: CONTRACTOR : PHONE : OWNER ROBERT CATES PHONE : (360) 452-5275 PARCEL 06-30-00-0-3-4450-0000- APPL NUMBER: 12-00000535 RES ADDITION ------------------------------------------------------------------------------------------------ PERMIT: PL 00 PLUMBING PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS -------------------------— ------- PL2 01 7/24/12 J PLUMBING ROUGH-IN July 24, 2012 8:32:19 AM hcatuzo. CALL TO MEET. DALE HAS KEY. 452-8525 -------------------------------------- COMMENTS AND NOTES -------------------------------------- Q`,ppRr_�y BUILDING PERMIT APPLICATION Print in ink CITY OF PORT ANGELES i For City Use OnlyIV tmii : V.. _X Attn: Building Permit Technician Date Received S•3 1'a 321 E. Fifth St., Port Angeles,WA 98362 (380)417-481 fax(360)417-4711 Permit# Date Approved 54�-/JL- Applicant Phone Property OwnerPhone +52. 52'7.5 �• Property Owner's Address Contractor --E5 D one Contractor's Address v1 License# Expires E-mail PROJECT ADDRESS Parcel Number Lot Zortirl Prolect Type&Brief Dascrlptlun. ,tis Res/dential D Multi-family o Commercial ChecK all that apply RECEIVED n New Construction .Addition pt Remodel - 2012 o Repair ' UTY OF RT NGELES a Demolition m C XRe-roof House ra garage o other tear off& re-roof o la ISION o Heat System o Heat pump o wood-burning stove o gas fireplace o pellet stove n other n Other Flaor Areas Exfstlnn(sq, ft.) Proposed tscr: ft.) Basement o_ @$ per sq, ft, _$ 1a' Floor nd 'I 2 Floor 3'd Floor Garage Carport Covered Porch Deck Shed Other TOTAL VALUATION $ �j C)0:0, Total footprint of structures sq. ft. - Lot size -700 0 sq. ft. = Lot coverage .221,T% 2G' 'Site Coverage=the amount of impervious surface on a parcel, Including structures, paved driveways, sldewaika, patios and other impervious surfaces. (see PAMC 17.94.135 for exemptions) '2814`100 Site coverage % "31•w Max. height of proposed structures ft. Occupancy group _ #of bedrooms 2 jv" Will a lawn sprinkler system be installed? Iv Occupant load #of full baths 2 �• Will a fire sprinkler system be installed? Construction type ##of half baths _0 I have read and completed this application and knout it to be true and correct. /am authorized to apply for this permit and undersf ' that it is my responsibility to determine what permits are required,and to obtain permits i a r cts, � eDate Print Name Signature E, T:Forms/Building Division/Building permit application Prescriptive Energy Code Compliance for Single Family and Duplex Housing:Zone 1 Project Information Contact Information Bob and Joan Cates Bob and Joan Cates 136 W 11th Street 130 W 11 th Street Port Angeles, WA 98362 Port Angeles,WA 98362 This set of forms has been developed to assist permit applicants documenting compliance with the Washington State Energy Code, (2009 edition). This set is for structures built udder the IRC and located in Climate Zone 1. The following forms provide much of the required documentation for plan review. The details noted here must also be shown on the drawings(WSEC 104.2). This form is not a substitute for the energy code itself. To obtain a copy of the energy code, go to the following web address. httf://www.energy.wsu.edu/code Glazing li 4 a 6 zo Glazing U-Factor Door 9 Vaulted Wali Wall- inWall -ext s Slab Option Area Ceilin Above Below Below Floor on P %of Floor Vertical Overhead U-Factor Ceiling Grade Grade Grade Grade R-49 or R-21 R-21 R40 01 13% 0.34 0.50 0.20 R-38 R-38 lnt.7 TB R-10 R-30 2, Adv. R-49 or R-21 R-21 R-10 IT 25% 0.32 0.50 0.20 It-38 R-38 int 7 TB R-10 R-30 2, Adv. R49 or R-21 R-21 R-10 0111 Unlimited 0.30 0.50 0.20 11-38 R-38 Int.7 TB R-10 R-30 2, Adv. See WSEC table 6-1 for footnotes Glazing Schedule Attached to Document 17 Does not apply. (SEE INSTRUCTIONS) Using Prescriptive Option III.Ail glazing and J doors meet maximum U-factor.Alternate heating size method submitted. ❑ Option I or 11,Glazing to floor area limit(WSEC 602.7.2) ❑ Area weighted window, skylight or door U-factor(WSEC 602.7.2) ❑ As part of the heating system sizing calculation (IRC M1401.3&WSEC 503.2.2) Radiant slab: ❑ R-10 foam insulation, continuous with thermal break (WSEC 502.1.4.9) Chapter 9 Options Total of 1 Credit Rectuired Opt. Opt. Description 1a lHigh Efficiency HVAC Equipment 1 ❑ _1b High Efficiency HVAC Equipment 2 ❑ 1c High efficiency HVAC Equipment 3 ❑ 2 High E iciency HVAC Distribution System [) 3a Efficient Building Envelope 1 ❑ 3b Efficient Building Envelope 2 ❑ 3c Super-Efficient Building Envelope 3 ❑ 4a Air Leakage Control and Efficient Ventilation ❑ 4b Additional Air Leakage Control and Efficient Ventilation ❑ 5a Efficient Water Heating ❑ 5b High Effieciency Water Heating ❑ 6 Small Dwelling Unit 1.0 ❑ 7 Large Dwelling Unit ❑ 8 Renewable Electric Ener `1200 kwh ❑ Total Credits 1.00 3Alf— 11—--_1 I_.A 3Afr111d'sAA fYAA T--..-;—" .AAA .a.—.A.a. — :;y.:i:..i�..... Simple Heating System Size: Climate Zone 1 Project Information Contact Information Bob and Joan Cates Bob and Joan Cates 136 W 11th Street 136 W 11th Street Port Angeles, WA 98362 Port Angeles, WA 98362 Indoor Design Temperature 70 Outdoor Design Temperature 28 Design Temperature Difference(AT) AT=Indoor-Outdoor Design Temp 42 Conditioned Floor Area 0 Conditioned Volume 2450 Glazing Copy Sum of UA from Glazing Schedule t� Attic U-Factor X Area = UA R-49 0.027 307 8.3 R-38 Advanced 0.026 Single Rafter or Joist Vaulted Collings U-Factor X Area = UA R-38 Vented 0.027 Above Grade Walls U-Factor X Area = UA R-21 0.056 434 24.3 Floors U-Factor X Area = UA R-30 0.029 307 8.9 Below Grade Walls U-Factor X Area = UA 2' Depth Walls 0.042 3.5'Depth Walls 0.041 7' Depth___ Walls 0.037 Slab Below Grade F-Factor X Length = UA 2' Depth 0.59 3.5' Depth 0,64 7' Depth 0.57 Slab on Grade F-Factor X Length = UA R-10 2'perlmeter 0.54 R-10 Full-Heated 0.55 Sum of UA 41 Envelope Heat Load 1743 1 Btu 1 Hour Sum of UA X AT Air Leakage Heat Load 1111 Btu/Hour ((Volume X 0.6)X AT)X.018)) Building Design Heat Load 1 28541 Btu/Hour Air Leakage+Envelope Heat Loss Building and Duct Heat Load 2854 Btu/Hour If ducts are located in unconditioned space:Sum of Building Heat Loss X 1.15 If ducts are located in conditioned space:Sum of Building Heat Loss X 1 Maximum Heat Equipment Output 150% 42811 Btu/Hour Building and Duct Heat Loss X 1.50 WSEC Prescriptive Worksheet(2010 Edition) INSUEEP10-010 Copyright 2010 135 125 77,h .. 140 136 130 126 122 Y 4• •S. i 118 Y. 139 �39131 / M �l(ALJ 1 I74 . o i4Z cls,30,(D0 ©M45D Fes, i �xs 4APAq F Up L N THIS DWG PREPARED FROM COMPUTER INPUT (LOADS d DIMENSIONS) SUBMITTED BY TRUSS MFR. ( R_9901 - CATES A ) Specification for field condition: See drawing CAUSR7117 12264015 for lumber, plates, and other A 1/2" hole may be drilled through the center of the wide face of the data not shown here. bottom chord as shown. After field modifications, trusses must be inspected by No repair required, provided that no grade limiting lumber the truss manufacturer or local building department to defects, such as wane, knots, or splits, exist within 12" assure compliance with ITW8CG designs and specifications. of the drilled area. 9-4-13 7 r— —I 7 0-4-5 0-4-5 T 8-0-0 1/2" hole 0-10-0 tai 1-6-0 1-6-0 5-5-1 0- 1 5- 2 -2 5-5-11 7-11-13 7-6-3 7-6-3 7-11-13 15-6-0 _�_ 15-6-0 31-0-0 Over 2 Supports R=1549 U=423 W=5.5" R=1549 U=423 W=5.5" RL=274/-274 Design Crit: IRC2009/TPI-2007(STD) PLT TYP. Wave FT/RT=20%(0%)/10(0) 10.01.00.0 3 WA/-/1/-/-/R/- Scale =.1875"/Ft.. Precision Truss 360-452-3305 —WARIKING"TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND GRACING. D TC LL 25.0 PSF REF R7117- 34581 REFER TO SCSI (BUILDING COIVONENT SAFETY INFORMATION), PUBINSTITUTE,PUBLISHED BY TPI CFRU55 PLATE INTE, 218 t, 61 Lake Farm Rd.,Port Angeles WA NORTH LEE STREET, SUITE 312.ALEI(UGRIA,VA, 22314)AND WTCA(WOOD TRUSS COUNCIL OF AMERICA, WOO Pte`�F W�H� ENTERPRISE LANE. MADISON.IFI 53719)FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS o , TC DL 7.0 PSF DATE 12/11/12 OTHERWISE INDICATED TOP CHORD SHALL HOVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SNCL HAVE ,�F(. 4'C A PROPERLY ATTACHED RIGID CEILINO. ~ y BC DL 10.0 PSF DROP CAUSR7117 12346005 ' •41RPORTArT��F1RNI5H A COP'OF THIS VMGN TO THE INSTALLATION CONTRACTOR. RTW BUILDING COVOIFNTS GROUP, INC. SMALL NOT BE RESPONSIBLE FOR ANY DEVIATION FRN THIS DESIGN;ANY FAILURE TO BUILD THE TRUSS ALPINE BC LL 0.0 PSF CA-ENG PBC/GWH IN CONFORMANCE WITH TPI:OR FABRICATING,{ANGLING, SHIPPING, INSTALLING L BRACING OF TRUSSES. DESIGN CO60RMS WITH APPLICABLE PROVISIONS OF NOS(NITIOML DESIGN SPEC,BY AF4PA)AND TPI. ALPINE CONNECTOR PLATES ME NIDE OF 20/18/10GA(W.WSS/N)ASTM AM53 GRADE 40/80 p, N/H,SS)GALV.STEEL. APPLY 4 TOT.LD. 42.0 PSF SEQN- 57156 PLAANYTES TO EACH FACE Of TRUSS AND. UNLESS OTHERWISE LOCATED ON THIS DESIGN,POSITION PER OR AW INGS 180A-E. !1 34183 O �` CRAWI NO I DIC TES OF PLATES ACCEPTANCE OF PROFESSIONALHE PER ENGINEERINGRESPONSIBIILITX A3 OF YO�SOLELY3FOR THE TRUSS COU COMPONEM fes'(' FGUTEaE `a4' DUR.FAC. 1.15 FROM RL RTW Bur7dingComponentsGroup ,lne- DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE NAL G Sacramento,CA 95828 BUILDING DESIGNER PER ANSI/TPI 1 SEC.2. WACOA#1931 SPACING 24.0" JREF- 1URX7117ZO5