Loading...
HomeMy WebLinkAboutPermit Building 2020-03-11SPRINGFIELD.--.-. City of Springfield Development and Public Works ' . 225 Fifth Street Springfield, OR 97477 .,- OREGON Building Permit 541-726-3753 Commercial Structural Permit Number: 811-19-002295-STR IVR Number: 811069739682 Web Address: www.springfield-or.gov Email Address: permitcenter@springfield-or.gov Permit Issued: March 11, 2020 TYPE OF WORK I Structural Specialty Code Edition: 2019 Category of Construction: Commercial Type of Work: Alteration Submitted Job Value: $200,000.00 Description of Work: Owner improvements for Starbucks T.I. ]OB SITE INFORMATION Worksite Address Parcel Owner: SKYVIEW LLC 1810 PIONEER PARKWAY WEST 1703271003302 Address: PO BOX 970 Springfield, OR 97477 MEDFORD, OR 97501 Owner: SOUTH PLAZA II LLC Address: PO BOX 970 MEDFORD, OR 97501 LICENSED PROFESSIONAL INFORMATION Business Name License License Number Phone MCKENZIE COMMERCIAL CONTRACTORS INC - Primary Oregon Architecture CCB Architect 45539 541-343-7143 a rf-0802 PENDING INSPECTIONS Inspection Inspection Group Inspection Status 1999 Final Building 1260 Framing Final Land Use 6300 On-site Stormwater Facility 6301 On-site Stormwater Facility -Dig Out/Piping 6302 On -Site Stormwater Facility -Soil and Struct Com Pending Struct Com Pending Planning Pending Public Works Pending Public Works Pending Public Works Pending Plantings 6303 Final On -Site Stormwater Facility Public Works Pending SCHEDULING INSPECTIONS Permits expire if work is not started within 180 Days of issuance or if work is suspended for 180 Days or longer depending on the issuing agency's policy. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. Granting of a permit does not presume to give authority to violate or cancel the provisions of any other state or local law regulating construction or the performance of construction. ATTENTION: Oregon law requires you to follow rules adopted by the Oregon Utility Notification Center. Those rules are set forth in OAR 952-001-0010 through OAR 952-001-0090. You may obtain copies of the rules by calling the Center at (503) 232-1987. All persons or entities performing work under this permit are required to be licensed unless exempted by ORS 701.010 (Structural/ Mechanical), ORS 479.540 (Electrical), and ORS 693.010-020 (Plumbing). Printed on: 3/11/20 Page 1 of 2 C:\myReports/reports//production/01 STANDARD Permit Number: 811-19-002295-STR Page 2 of 2 Various inspections are minimally required on each project and often dependent on the scope of work. Contact the issuing jurisdiction indicated on the permit to determine required inspections for this project. Schedule or track inspections at www.buildingpermits.oregon.gov Call or text the word "schedule" to 1-888-299-2821 use IVR number: 811069739682 Schedule using the Oregon ePermitting Inspection App, search "epermitting" in the app store PERMIT FEES Fee Description Technology Fee Structural building permit fee Structural plan review fee State of Oregon Surcharge - Bldg (12% of applicable fees) Note: This may not include all the fees required for this project. Quantity Fee Amount $125.59 $1,522.30 $989.50 $182.68 Total Fees: $2,820.07 Printed on: 3/11/20 Page 2 of 2 C:\myReports/reports//productlon/01 STANDARD SPRINGFIELD OREGON Transaction Receipt 811-19-002295-STR IVR Number: 811069739682 Receipt Number: 474069 Receipt Date: 3111120 www.spdngfield-or.gov Worksite address: 1810 PIONEER PARKWAY WEST, Springfield, OR 97477 Parcel: 1703271003302 City of Springfield Development and Public Works 225 Fifth Street Springfield, OR 97477 541-726-3753 permitcenter@springfield-or.gov Fees Paid Transaction Units Description Account code Fee amount Paid amount data 3/11/20 1.00 Ea Structural building permit fee 224-00000-425602-1030 $1,522.30 $1,522.30 3111/20 1.00 Ea State of Oregon Surcharge - Bldg 821-00000-215004-0000 $182.68 $182.68 (12% of applicable fees) 3/11120 1.00 Automatic Technology Fee 204-00000-425605-0000 $125.59 $125.59 Payment Method: Check number: 467 Payer: Pioneer Center JV Payment Amount: $1,830.57 Cashier: Katrina Anderson Receipt Total: $1,830.57 Printed: 3/11/20 9:54 am Page 1 of 1 FIN_TransactionReceipt pr W3 Structural Permit Application 225 Fifth Street ♦ Springfield, OR 97477 ♦ PH(541)726-3753 ♦ FAX(541)726-3689 SPRINGFIELD _"OREGON I DEPARTMENT USE ONLY 1 Permit no.:51el- -2-2— ?J_ Date: This permit is issued under OAR 918-460-0030. Permits expire if work is not started within 180 days of suspended for 180 days. LOCAL GOVERNMENT APPROVAL This project has final land -use approval. Signature: Dater b/(l This project has DEQ approval. Signature: Date: Zoning approval verified: ❑ Yes ❑ No Property is within flood plain: ❑ Yes No CATEGORY OF CONSTRUCTION ❑ Residential ❑ Government Commercial JOB SITE INFORMATION AND LOCATION Job site address: `$` City: 65M W&MP I State: I Z Subdivision: I Lot no.: 0iG'Z. Reference: 17- M- 2.1 1(:) 1 Taxlot: PROPERTY OWNER Name ` Address: PO City: State: Z Phone: Fax: - - E-mail: Building Owner or Owner's age uthorizing this application: Sign here: ❑ This installation is being made on residential or farm property owned by me or a member of my immediate family, and is exempt from licensing requirements under ORS 701.010. CONTRACTOR INSTALLATION Business name: Address: \A% City: State Z : Phone ' F E-mail: e n mcCmiti l2. CCB license no.: 3 Print name: Q Signature: SUB -CONTRACTOR INFORMATION Name CCB License # Phone Electrical Occupancy A - *2 awl /A Plumbing Square feet: 15(po,5 Sn �� Mechanical Other information: Last edited 5-5-2019 BJones or if work is FEE SCHEDULE 1. Valuation information (a) Job description: Occupancy A - *2 awl /A Construction type: V- F3P Square feet: 15(po,5 Sn �� Cost per square foot: Other information: Type of Heat: Energy Path: ❑ new ration ❑ addition (b) Foundation -only permit? ❑ Yes No Total valuation: $ 2. Building fees (a) Permit fee (use valuation table): $ (b) Investigative fee (equal to [2a]): $ (c) Reinspection ($ per hour): (number of hours x fee per hour) $ (d) Enter 12% surcharge (.12 x [2a+2b+2c]): $ (e) Subtotal of fees above (2a through 2d): $ 3. Plan review fees (a) Plan review (65% x permit fee [2a]): (b) Fire and life safety (65% x permit fee [2a]): $ (c) Subtotal of fees above (3a and 3b): $ 4. Miscellaneous fees (a) Seismic fee, 1% (.01 x permit fee [2a]): $ (b) Tech fee, 5% (.05 x permit fee[2a]+PR fee [3c]) $ TOTAL fees and surcharges (2e+3c+4a+b): $ M w nw pwTaL96®U W �GHrr�s 6'V ' oIJ WO CT ENS 0 -sP 61t - Ln, - 1(W i S {°f a�r�e� -�r�i i RINGFIELD OREGON City of Springfield Permit #811-SPR20 Building Safety/ Community Services Division Development Services Department 225 Fifth Street, Springfield, OR 97477 ph: (541) 726-3753 fax: (541) 726-3659 Commercial Building Permit Submittal Requirements / Checklist Check each box to verify requirements are met. Submit 3 full sets of plans with the following applicable information (Submit only 2 sets of specifications, engineering calculations, product listings, etc...) I. Planning- Project Approval Yes No H. Public Works- Project Approval _Yes No P/A Site Plan REQUIRED FOR ALL APPLICATIONS, INCLUDING INTERIOR REMODELS _Legible & drawn to scale (such as 1 "=20') and include North arrow ,/ Include property line locations & existing public and private easements (utility, driveway, etc.) with dimensions o7Include the location of public and private utilities (water, electric, sewer, gas) If on septic system, show tank and drain field locations _Indicate any water ways & wet lands areas on property _Show existing and proposed finished grade based on spot elevations and contours over entire site _Show adjacent street names erimeter outline of existing & proposed structures with distances to all property lines & between structures; setbacks shall be identified with written dimensions as well as to scale _Indicate height of all structures _Show building & garage entrances as well as driveway & access location from street marking lot layout with required spaces (including disabled) Building surface coverage calculations (square footage of lot, of footprint & percentage of lot coverage) Xow site drainage using arrow to indicate direction of flow, also indicate square footage of impervious surfaces which will include asphalt, concrete, roofing, etc. _Indicate all projections from exterior walls, including overhangs, awnings, etc. For additions / remodels, indicate area on footprint to be altered IPlans _Legible and drawn to scale (such as '/s "= l '-0') _Any building resulting in the footprint of 4, 000 square feet or greater OR with a ceiling height 20' or more above grade needs to have an Engineer's or Architect's seal and signature. Wet -signature Stamped Engineering, Design Criteria, Calculations and Specifications, including energy path Engineering specifications and construction details must be transferred to the plans _Deferred Submittals must be listed on the cover sheet of construction documents. A Deferred Submittal Fob must be completed prior to permit issuance- htip.-I www.springield-or.gov/dsd/Building/Forms.htm ✓ ode Analysis Layout including Fire and Life Safety plan review ✓Civil Drawings, all sheets to include parking, fare service lines, water lines, etc. _Foundation Plan _Indicate size & location of all footing types, posts, girders, hold-downs & straps and under floor access openings & vents _Include details (with scale indicated) of each footing type & retaining wall to be used showing size, reinforcing, wall heights & framing connections E_Provide design calculations for retaining walls and/or special footings ��vations (1 for each side of building ,typical os sections _The main sections shall show all foundation & framing components including but not limited to: floors, walls & ceiling, main structural members, sheathing, siding, roofing and bracing _For two story structures: include a complete stair section indicating stair rise & run, headroom clearance, framing & support members and handrail/guardrail details ✓include any additional framing section needed to demonstrate any unique framing condition not shown by the main section _Lateral bracing details ,[6etailed floor plans with square footage & systems layout 11-9yow entire floor plan of new construction /ltindicate existing and/or new square footages M!�rdentify & label use of each room, space or area _Indicate dimensions of all building sides & interior wall locations 21ndicate all window & door sizes & locations ✓Show system layout of all plumbing, heating & air conditioning, mechanical equipment, etc (indicate electric or gas) include non-residential energy forms (energy forms can be printed from www.encrgy.state.or.us) dhow electrical layout including room lighting, outlets, fans, exhaust vents, etc. Floor framing _Provide a plan for each framed floor _Indicate location & sizes of all posts & beams; show joist sizes & spacing _Indicate post & beam connections _Roof framing (fusing Roof Trusses provide engineered details of all trusses to be used, including a layout indicating the placement of each truss) _Indicate location, spacing & sizes of rafters & ceiling joists or roof trusses _Indicate location, size & type of suspended ceiling system _Show carrier trusses & type of hurricane clips to be installed at each truss _Indicate solid blocking between rafters at point of bearing and truss bracing _Indicate headers sizes for door & window locations _Electrical Plan Review for Complex Structures _If the scope of electrical work meets the definition of complex structure in OAR 918-311-0040, an electrical plan submittal meeting the requirements of OAR 918-311-000 shall apply. V. Medical Gas Plans "Medical Gas" means any gas and vacuum system or equipment intended for medical and dental procedures in health care and non -health care facilities (i a Oxygen, Nitrous Oxide, Medical Air, Medical Vacuum, eta) _Medical Gas System (Engineer stamped plans, specifications, and calculations are required) _Level 3 Dental Air and Dental Vacuum Systems (Plans designed to equipment manufacturer's installation standard are required) All Plans to include: _Location of all piping, valves, vacuum pumps and compressors _Size and type of all piping and fittings _Location and type of all alarms and outlets _Location and volume of all supply gas _Specifications of vacuum pumps and compressors Ventilation requirements for equipment, supply, and storage areas VI. Self -Preservation - Medical and Dental Facilities Will there be use ofprocedures that render a patient incapable of unassisted self-preservation? Yes No VII. Address _Valid physical address is required on application. Proper building or suite number must be provided to the building division prior to permit issuance. Provide 8 1/2" by 11" floor plan for proper suite number assignment and/or, if more than one building on lot, provide 8 1/2" by 11" site plan for proper building number assignment. VIII. Special Circumstances - Demolition (separate demolition application must be filled out) Demo work to take place? _Yes _NO (Any commercial project requiring demolition is required to submit an inspection by a certified inspection company stating that asbestos has been removed properly) IX. Special Inspections Special inspections required? _Yes _NO Any commercial project requiring special inspections requires submittal of a complete Sp ec ial In sp e c ti o n Form before permit issuance- http://www.springlield-or.gov/dsd/Building/Forms.htm X. Special Circumstances — Grading Any commercial project increasing footprint square footage, any new or modified impervious surface will require Grading sign off;for plan review and site inspection prior to final building inspection. Applicant shall submit grading plan to Public Works. Project requires Grading sign off XI. Special Circumstances - Waste Water The Following Businesses May Require Waste Water Review: Auto Body Repair & Paint Shops, Auto Repair (Mechanical) Engine & Transmission, Auto Wash, Breweries, Blue Printing/Photocopying, Chemical Manufacturing, Electroplating/metal finishing, Laundries, Leather Tanning, Machine / Sheet Metal Shops, Medical/Dental Vacuum System Equipment Drainage, Millwork, Pharmaceutical Manufacturing, Photo Processing, Plastic / Synthetic Manufacturing, Print Shops, Service Stations, etc... Project requires waste water review The Following Businesses May Also Require an Oil/Water Separator Auto Body Repair & Paint Shops, Auto Repair (Mechanical) Engine & Transmission, Auto Wash, Service Stations Project requires oil/water separator All Restaurants & Food Service Establishments (Including Small Deli Types) Require Grease Interceptors _Project requires grease interceptor XII. Special Circumstances — Food -Related Activities _Will there be any food- or beverage -related activities? _Food Service (i.e. restaurant, deli, cafe, coffee shop, brew pub, catering operation, mobile food vendor, etc) _Food or Beverage Processing, Manufacturing, Sales, Warehousing/Distribution (i.e. grocery store, convenience store, home-based food business, beverage production and/or sales; includes wine, nonalcoholic beverages, bottled water, brewery, etc.), food products warehouse, bakery, meat market, food processing (includes the manufacture and/or handling of any food product). XIII. Egress Lighting If there is a requirement to complete an egress lighting inspection, we offer this service after hours for those customers interested in not having to `black -out' the facility for inspection. Additional fees are required for after- hours inspections. Note: Additional fees may be charged for phased construction, deferred submittals and project revisions. I do hereby certify that all information hereon is true and accurate and that I am responsible for submitting the applicable items to the appropriate departments. Signature (Design Professional, Builder or Property Owner)/Print NamdAssociation with Project \ CD T m WI \ 2 \ k 3 ...� � � 0 \ / 2 / [ % (D E 2)IJ-r CL S A k | )§9-rn g Cn 0 X G & 0 0 8 / ` I 0 \ _ § � § « � \ 7 k R a: 0 _ \ C I 2 0 2 V 2 6 � § p @ E to cn / 0 m _ \ 2 \ k 3 � � 0 \4E§ƒ 2 OLto «77§ E 2)IJ-r CL ` 132 West Main St. Suite 101- Medford, OR 97501 (541) 772-4372 .,OREGON~ CHITECTURE` EARwww.oregonarchitecture.biz RE: Landlord Improvements for Starbucks and Tenant 1810 Pioneer Parkway West NARRATIVE FOR LANDLORD IMPROVEMENTS FOR STARBUCKS AND TENANT AT 1810 PIOENEER PARKWAY WEST SPRINGFIELD, OREGON. The former First Tech Credit Union building at 1810 Pioneer Parkway West will be renovated to be split into two tenants, proposed as Starbucks and a second tenant. Renovations include installing a demising wall to separate the two tenant spaces, the addition of two exterior doors, a drive thru bump out window, and running additional electric and gas lines to each tenant with separate meters. Site improvements include demolition of one existing building, 1820 Pioneer Parkway West, parking reconfiguration, additional trash enclosures and landscaping islands. Regards, —64 SPR 1 r4aa F1 ELD 225 FIFTH STREET • SPRINGFIELD, OR 97477 • PH:(541)726-3753 • FAX: (541)726-3689 DEMOLITION PERMIT APPLICATION Address: �J'� Ib1J���P(TY-XNW1 Structure to be Demolished: Job Number: The applicant .is hereby notified that any redevelopment of the subject site must comply with all of the applicable laws, codes, ordinances, polices and plans in effect at the time the redevelopment proposal is accepted as complete for City review. This would include correction of substandard conditions associated with the present development. Examples of such corrections may include modification of inadequate drainage.facilities; compliance with building set- backs from property lines; correction of substandard sidewalks and street improvements, including driveway width and placement; and other corrections which may be necessary to comply with existing development standards. Furthermore, if an existing use is demolished or otherwise removed prior to the development of the proposed use, then the system development charge credit for the previously existing use shall expire two years after the date of issuance of the demolition permit or other removal of the previously existing use. (Springfield Municipal Code 3.416(1)). My signature below indicates that I have read and understand the above conditions relating to the demolition of the above mentioned structure. --SKS►�,�:: �1�-�� Signature Date SPR1NGF1E1-D 225 FIFTH STREET • SPRINGFIELD, OR 97477 v PH:(541)726-3753 • FAX: (541)726-3689 DEMOLITION PERMIT APPLICATIONS Your demolition permit is currently being processed. There may be a slight delay, of Up to 2 working days for small structures, due to the time required to review the history of the structure to determine if it needs to be documented before demolition. This documentation is for archival purposes only and will not affect the granting of the demolition permit. If the structure is very large or complicated the documentation process may take up to a mwdmum of 4 working days. Documentation will consist of photographing the building, taking measurements and making scaled drawings. The documentation will be undertaken by the City at no cost to you. Documentation is being done on all structures dated prior to 1940 that may have historic importance to the City's development. THIS DOCUMENTATION WILL NOT IMPEDE THE DEMOLITION PROCESS. An age cut-off of 1940 was chosen because this is the date that the National Parks Service and The Springfield Development Code use to determine potential historic significance. If you would prefer to complete this documentation yourself you must provide the City with the following information: 1) black and white photographs of each elevation, a floor plan with measurements, and 2) a set of elevation drawings with measurements. Thank you for your patience. I grant the City of Springfield permission to enter my property to complete documentation prior to the requested demolition of the structure located at: Address: { b o W� _ �r !n Property Owner Signature: v ol Job Number: Date: A 1�-V-Ae First American Order No.: 7191-909803 March 23, 2007 First American Title Insurance company of Oregon 600 Country Club Road Eugene, OR 97401 Phn -(591)484-2900 Fax -(541)484-7321 FOR QUESTIONS REGARDING YOUR CLOSING PLEASE CONTACT: CYNTHIA FOSTER, Escrow Officer/Closer Phone: (541)484-2900 - Fax: (541)484-7321 - Email:cgfoster@firstam.com First American Title Insurance Company of Oregon 600 Country Club Road, Eugene, OR 97401 FOR ALL OUESTIONS REGARDING THIS PRELIMINARY REPORT PLEASE CONTACT_: Ronald Denton, Title Officer - Phone: (541)484-2900 - Fax: (541)484-7321 - Email: radenton@firstam.com Sth Supplemental Preliminary Title Report ALTA Owners Standard Coverage ALTA Owners Extended Coverage ALTA Lenders Standard Coverage ALTA Lenders Extended Coverage Endorsement Survey, Elimination of Exceptions Govt Service Charge Other Liability $ Premium $ Liability $ Premium $ Liability $ Premium $ Liability $ 6,920,000.00 Premium $ 10,980.00 STIR Premium $ 150100 cost $ 50.00 cost $ We are prepared to issue Title Insurance Policy or Policies in the form and amount shown above, insuring title to the following described land: The land referred to in this report is described in Exhibit A attached hereto. and as of March 16, 2007 at 8:00 a.m., title vested in: Skyview, LLC, a Utah Limited Liability Company, as to a 50% interest and South Plaza II, LLC, an Oregon Limited Liability Company, as to a 50% interest Subject to the exceptions, exclusions, and stipulations which are ordinarily part of such Policy form and the following: 1. Taxes for the year 2006-2007 Tax Amount Unpaid Balance: Code No.: Map & Tax Lot No.. Property ID No.: $ 3,625.35 $ 1,208.45, plus interest and penalties, if any 01900 1703271003300 0228104 This report is for the exclusive use of the parties herein shown and is preliminary to the issuance of a title insurance policy and shall become void unless a policy is issued, and the full premium paid. Preliminary Report Order No.: 7191-909803 Page 2 of 5 2. The rights of the public in and to that portion of the premises herein described lying within the limits of streets, roads and highways, 3. Covenants, conditions and restrictions, including the terms and provisions thereof, contained in Declaration recorded December 06, 1945 in Book 304, Page 53, Deed Records of Lane County as follows: "1. No residence smaller than 800 Sq. Ft. and costing less than Four Thousand Dollars ($4,000.00) shall be permitted on any part of this land and each building constructed or placed on said land shall, within ninety days of its erection, be painted with two coats of good quality paint. 2. Before anyone occupys a permanent residence on any part of these premises, said residence shall be connected with a standard septic tank which shall be properly maintained at all times and the absorption field of said septic tank must pass approved requirements." 4. Easement, including terms and provisions contained therein: Recording Information: April 19, 1974, Reception No. 74-15867, Official Records of Lane County, Oregon In Favor of: City of Springfield For: Sanitary sewer/storm drainage facility 5. Easement, including terms and provisions contained therein: Recording Information: November 15, 1988, Reception No. 88-47911, Official Records of Lane County, Oregon In Favor of: City of Springfield For: Storm drainage facility and/or sanitary sewer 6. Line of Credit Trust Deed, including the terms and provisions thereof, given to secure an indebtedness of up to $1,665,000.00 Grantor: Skyview, LLC, a Utah limited liability company, as to 50% interest and South Plaza II LLC, an Oregon limited liability company, as to 50% interest Beneficiary: LibertyBank Trustee: Western Pioneer Title, a Division of First American Title Insurance Co. of Oregon Dated: February 28, 2005 Recorded: March 04, 2005 Recording Information: 2005-015343 7. Affirmative coverage may be provided by First American Title Insurance Company of Oregon as to the following exceptions if sufficient documentation is provided, Any matters disclosed by the extended search will be set -forth as exceptions to the title: a, Taxes or assessments which are not shown as existing liens by the records of any taxing authority that levies taxes or assessments on real property or by the public records; proceedings by a public agency which may result in taxes or assessments, or notices of such proceedings, whether or not shown by the records of such agency or by the public records, FirstAmencan True Preliminary Report Order No.: 7191-909803 Page 3 of 5 b. Any facts, rights, interest, or claims which are not shown by the public records but which could be ascertained by an inspection land or by making inquiry of person in possession thereof. C. Easements, encumbrances, or claims thereof, not shown by the public records, unpatented mining claims, reservations or exceptions in patents or in acts authorizing the issuance thereof, water rights, claims or title to water. d. Any lien, or right to alien, for services, labor, or material heretofore or hereafter furnished, imposed by law and not shown by the public records. e. Discrepancies, conflicts in boundary lines, shortage in area, encroachments, or any other facts which a correct survey would disclose. 8. Any conveyance or encumbrance by Sky View, LLC and South Plaza II, LLC should be executed pursuant to their Operating Agreement, a copy of which should be submitted to this office for inspection. - END OF EXCEPTIONS - NOTE: We rind no judgments or United States Internal Revenue liens against Skyview LLC and South Plaza II, LLC Situs Address as disclosed on Lane County Tax Roll: 104 Q Street, Springfield, OR 97477 THANK YOU FOR CHOOSING FIRST AMERICAN TITLE! WE KNOW YOU HAVE A CHOICE! cc: Skyview LLC cc: Umpqua Bank 500 SE Cass Street #150, Roseburg, OR 97470 First/lmeiican Title Preliminary Report Order No.; 7191-909803 Page 4 of 5 S .+flY air. a First American Title Insurance Company of Oregon SCHEDULE OF EXCLUSIONS FROM COVERAGE ALTA LOAN POLICY (10/17/92) The following matters are expressly excluded from the coverage of this policy and the Company will not pay loss or damage, costs, attorneys' Fees or expenses which arise by reason of: 1. (a) Any law, ordinance or governmental regulation (including but not limited to building and zoning laws, ordinances, or regulations) restricting, regulating, prohibiting or relating to (i) the occupancy, use, or enjoyment of the land; (b) the character, dimensions or location of any improvement now or hereafter erected on the land; (iii) a separation in ownership or a change In the dimensions or area of the land or any parcel of whkh the land Is or was a part; or (tv) environmental protection, or the effect of any violation of these laws, ordinances or governmental regulations, except to the extent that a notice of the enforcement thereof or a notice of a defect, lien or encumbrance resulting from a violation or alleged violation affecting the land has been recorded in the public records at Date of Policy; (b) Any governmental police power not excluded by (a) above, except to the extent that a notice of the exercise thereof or a notice of a defect, lien or encumbrance resulting from a violation or alleged violation affecting the land has been recorded in the public records at Date of Policy. 2. Rights of eminent domain unless notice of the exercise thereof has been recorded in the public records at Date of Policy, but not excluding from coverage any taking which has occurred prior to Date of Pally which would be binding on the rights of a purchaser for value without knowledge. 3. Defects, liens, encumbrances, adverse claims, or other matters: (a) created, suffered, assumed or agreed to by the insured claimant; (b) not known to the Company, not recorded in the public records at Date of Policy, but known to the insured claimant and not disclosed in writing to the Company by the Insured claimant prior to the date the Insured claimant became an insured under this policy; (c) resulting in no loss or damage to the insured claimant•, (d) attaching or created subsequent to Date of Policy (except to the extent that this policy insures the priority of the lien of the insured mortgage over any statutory lien for services labor or material or the extent insurance is afforded herein as to assessments For street improvements under construction or completed at date of policy); or (e) resulting in loss or damage whkh would not have been sustained if the Insured claimant had paid value for the insured mortgage. 4. Unenforceability of the Gen of the insured mortgage because of the inability or failure of the insured at Date of Policy, or the inability or failure of any subsequent owner of the Indebtedness, to comply with the applicable "doing business" laws of the state in which the land is situated. 5. Invalidity or unenforceability of the lien of the insured mortgage, or claim thereof, which arises out of the transaction evidenced by the insured mortgage and is based upon usury or any consumer credit protection or truth in lending law. 6. Any statutory lien for services, labor or materials (or the claim of priority of any statutory lien for services, labor or materials over the Igen of the insured mortgage) arising from an improvement or work related to the land which is contracted For and commenced subsequent to Date OF Policy and is not financed in whole or In part by proceeds of the indebtedness secured by the insured mortgage which at Date of Policy the insured has advanced or Is obligated to advance. 7. Any claim, which arises out of the transaction creating the interest of the mortgagee insured by this policy, by reason of the operation of federal bankruptcy, state insolvency, or similar creditors' rights taws, that is based on: (i) the transaction creating the interest of the insured mortgagee being deemed a fraudulent conveyance or fraudulent transfer; or (ii) the subordination of the Interest of the insured mortgagee as a result of the application of the doctrine of equitable subordination; or (iii) the transaction creating the interest of the Insured mortgagee being deemed a preferential transfer except where the preferential transfer results from the failure: (a) to timely record the instrument of transfer; or (b) of such recordation to impart notice to a purchaser for value or a judgment or ben creditor. ALTA OWNER'S POLICY (10/17/92) The following matters are expressly excluded from the coverage of this policy and the Company will not pay loss or damage, costs, attorneys' fees or expenses which arise by reason of: 1. (a) Any law, ordinance or governmental regulation (including but not limited to buldIng and zoning laws, ordinances, or regulations) restricting, regulating, prohibiting or relabng to (i) the occupancy, use, or enjoyment of the land; (r) the character, dimensions or location of any improvement now or hereafter erected on the land; (iii) a separation in ownership or a change.in the dimensions or area of the land or any parcel of which the land is or was a part; or (Iv) environmental protection, or the effect of any violation of these laws, ordinances or governmental regulations, except to the extent that a notice of the enforcement thereof or a notice of a defect, lien or encumbrance resulting from a violation or alleged violation affecting the rand has been recorded in the public records at Date of Policy. (b) Any governmental police power not excluded by (a) above, except to the extent that a notice of the exercise thereof or a notice of a defect, lien or encumbrance resulting from a violation or alleged violation affecting the land has been recorded in the public records at Date of Policy. 2. Rights of eminent domain unless notice of the exercise thereof has been recorded in the public records at Date of Pol!cy, but not excluding from coverage any taking which has occurred prior to Date of Polity which would be binding on the rights of a purchaser for value without knowledge. 3. Defects, liens, encumbrances, adverse claims, or other matters: (a) created, suffered, assumed or agreed to by the insured claimant; (b) not known to the Company, not recorded In the public records at Date of Policy, but known to the insured claimant and not disclosed in writing to the Company by the insured claimant prior to the date the insured claimant became an insured under this policy; (c) resulting in no loss or damage to the Insured claimant, (d) attaching or created subsequent to Date of Policy; or (e) resulting in loss or damage which would not have been sustained if the Insured claimant had paid value for the estate or interest insured by this policy. 4. Any claim, which arises out of the transaction vesting in the insured the estate or interest insured try this policy, by reason of the operation of rederal bankruptcy, state Insolvency, or similar creditors' rights laws, that is based on: (i) the transaction creating the estate or interest Insured by this policy being deemed a fraudulent conveyance or Fraudulent transfer; or (ii) the transaction creating the estate or Interest Insured by this policy being deemed a preferential transfer except where the preferential transfer results from the failure: (a) to timely record the instrument of transfer; or (b) of suchrecordationto impart notice to a purchaser for value or a judgment or lien creditor. SCHEDULE OF STANDARD EXCEPTIONS The ALTA standard policy form will contain in Schedule B the following standard exceptions to coverage: 1. Taxes or assessments which are not shown as existing liens by the records of any taxing authority that levies taxes or assessments on real property or by the public records; proceeding by a public agency which may result In taxes or assessments, or notice of such proceedings, whether or not shown by the records of such agency or by the public records. 2. Facts, rights, interests, or claims which are not shown by the public records but which could be ascertained by an inspection of said land or by making inquiry of persons in possession thereof. 3. Easements or claims of easement, not shown by the public records; reservations or exceptions in patents or in Acts authorizing the Issuance thereof; water rights, claims or title to water. 4. Any encroachment (of existing improvements located on the subject land onto adjoining land or of existing improvements located on adjoining land onto the subject land), encumbrance, violation, variation, or adverse circumstance affecting the title that would be disclosed by an accurate and complete land survey of the subject land. 5. Any lien, or right to a Gen, for services, labor, material, equipment rental or workers compensation heretofore or hereafter furnished, Imposed by law or not shown by the public records. NOTE: A SPECIMEN COPY OF THE POLICY FORM (OR FORMS) WILL BE FURNISHED UPON REQUEST TI 149 Rev. 706 FirstArrieritan elle Preliminary Report Exhibit "A" Real property in the County of Lane, State of Oregon, described as follows: Order No.: 7191-909803 Page 5of5 BEGINNING AT THE INTERSECTION OF THE SOUTH LINE OF THE JACOB HALSTEAD DONATION LAND CLAIM N0, 47, TOWNSHIP 17 SOUTH, RANGE 3 WEST, WILLAMETTE MERIDIAN, WITH THE WESTERLY RIGHT OF WAY LINE OF THE SOUTHERN PACIFIC RAILROAD, WHICH POINT OF INTERSECTION IS 1027 FEET EAST OF THE SOUTHWEST CORNER OF THE SAID HALSTEAD CLAIM NO. 47; THENCE NORTH 140 WEST 501 FEET ALONG THE WESTERLY RIGHT OF WAY LINE OF THE RAILROAD; THENCE WEST 208.21 FEET TO THE EAST LINE OF THAT CERTAIN PROPERTY DESCRIBED IN INSTRUMENT RECORDED JUNE 20, 1975, REEL 747, RECEPTION NO. 75-24839, OFFICIAL RECORDS OF LANE COUNTY, OREGON; THENCE SOUTH 486.12 FEET TO THE CENTER OF THE COUNTY ROAD AND THE SOUTH LINE OF THE SAID HALSTEAD CLAIM NO. 47; THENCE EAST ALONG THE SAID SOUTH LINE TO THE PLACE OF BEGINNING, IN LANE COUNTY, OREGON. SAVE AND EXCEPT THEREFROM THE FOLLOWING DESCRIBED TRACT OF LAND: A PARCEL OF LAND LYING IN THE NORTHEAST ONE-QUARTER (NE 1/4) OF SECTION 27, TOWNSHIP 17 SOUTH, RANGE 3 WEST, WILLAMETTE MERIDIAN, AND BEING A PORTION OF THE TRACT OF LAND CONVEYED TO JOSEPH VANICEK AND ALBINA VANICEK, HUSBAND AND WIFE, BY THAT CERTAIN DEED RECORDED ON MARCH 14, 1940, IN BOOK 197, PAGE 501, LANE COUNTY OREGON DEED RECORDS, SAID PARCEL BEING DESCRIBED AS FOLLOWS: BEGINNING AT A POINT SOUTH 2737.10 FEET AND EAST 817.78 FEET OF THE WESTERLY NORTHWEST CORNER OF THE JACOB HALSTEAD DONATION LAND CLAIM N0, 47 IN SECTION 27, TOWNSHIP 17 SOUTH, RANGE 3 WEST, WILLAMETTE MERIDIAN; THENCE SOUTH 120 11' 58" EAST 470.40 FEET ALONG THE WESTERLY RIGHT OF WAY OF THE SOUTHERN PACIFIC RAILROAD COMPANY; THENCE NORTH 880 00'37" WEST 108.30 FEET ALONG THE NORTHERLY RIGHT OF WAY OF A COUNTY ROADWAY COMMONLY KNOWN AS "Q" STREET; THENCE NORTH 370 19' 14" EAST 72.37 FEET TO A POINT WESTERLY AND 25 FEET OPPOSITE THE 2ND AND 3RD STREET COUPLET ENGINEER'S CENTERLINE STATION LW 31+95 P.O.T., AS SURVEYED IN 1972 BY THE LANE COUNTY DEPARTMENT OF PUBLIC WORKS; THENCE NORTH 120 11'58" WEST 409.38 FEET; THENCE SOUTH 880 00'37" EAST 51.53 FEET TO THE POINT OF BEGINNING, IN LANE COUNTY, OREGON. Tax Parcel Number; 0228104 First American Title L) S1RUCtUfl8 I OLUTIONS,IHC 365A Shafer Lane Jacksonville, Oregon 97536 Www. struct•uralsoUutfunsInc.-nef Structural Calculation Package Pioneer Center Tenant Improvements 1810 Pioneer Pkwy Springfield, Oregon 97477 Prepared For: Oregon Architecture, Inc Prepared By: Garrett Oswald, EIT Approved By: Jason N. Prins, PE, SE SSI Job No. 033-19 September 24, 2019 aucruR t wNGINFFR�O�j 58523 `fir ` OR GO �N N. PR�� EXPIRES: 12/31/ 20 Sheets 1 thru 20 Pioneer Center TI's 1033-19 i Fr. Pnone- 545.698.8117 S1aUC1UpflL SULUTIUNS,�Ob 305A Shafer Lane • Jacksonville, Oregon 97539 portfolio: - STRUCTURAL50LUTIONSINC.NET DESIGN CRITERIA All design shall be in accordance with the 2014 Oregon Structural Specialty Code (OSSC) based on the 2012 International Building Code (IBC) in addition to the American Society of Civil Engineers — Minimum Design Loads for Buildings and Other Structures 2010 edition. All supplemental codes shall be the edition adopted by the 2014 OSSC and 2012 IBC, Gravity Loads Roof: Lateral Loads Wind: Dead Load: 15 psf Snow Load: 20 psf Ultimate Velocity: 120 mph Exposure: B Seismic: Site Soil Classification: D Risk Category: II SS; O.749g S,: O.393g SMS: 0.899g SM,: 0.634g SPS: O.599g So,: O.423g Structural scope of work consists of the design of a new storefront opening header, the design of a new drive-through opening header, and the analysis of existing framing & anchorage of new mechanical units. portfolio: 5TRUCTURALS0LUT10N51NC.NET Header Framing Phone: 541.608.8117 305A Shafer Lane •Jacksonville, Oregon 97530 2 JOB NUMBER: C)B3-M DESIGNED/CHECKED' DATE: SCALE SHEET NUMBER: J OF Boise Cascade Single 5-114" x 9-1/2" VERSA -LAM® 2.0 3100 DF PASSED 033-191HDR at Storefront (RoofNeader) BC CALC® Member Report Dry I 1 span I No cant. September 24, 2019 16:22:26 Build 7295 Job name: File name: 033-19 Address: Description: City, State, Zip: Specifier: Builder: Designer: Garrett Oswald Code reports: ESR -1040 Company: Structural Soltuians, Inc. ---10 12 B1 12-00-00 Total Horizontal Product Length=12-00-00 B2 Reaction Summary (Down / Uplift) (lbs) Bearing Live Dead Snow Wind Roof Live B1, 3-1/2" 286710 1200/0 B2, 3-112" 2867/0 120010 Load Summary - Live Dead Snow Wind Roof Tributary Live Tag Description Load Type Ref. Start End Loc. 100% 90% 115% 160% 125% 0 Self -Weight Unf. Lin. (lb/ft) L 00-00-00 12-00-00 Top 13 00-00-00 2 Exist'g roof Unf. Area (Iblft2) L 00-00-00 12-00-00 Top 15 20 10-00-00 3 Wall Above Unf. Lin. (Ib/ft) L 00-00-00 12-00-00 Top 315 Me Controls Summary Value %Allowable Duration Case Location Pos. Moment 11286 ft -lbs 46.9% 115% 4 06-00-00 End Shear 3333 lbs 30.6% 115% 4 01-01-00 Total Load Deflection U384 (0.361 "} 46.9% Me 4 06-00-00 Live Load Deflection U999 (0.106") n1a n\a 5 06-00-00 Max Defl. 0.361" 36.1% n\a 4 06-00-00 Span / Depth 14.6 %Allow %Allow Bearing SupportS Dim. LxW Value Support Member Material B1 Wall/Plate 3-1/2" x 5-1/4" 4067 lbs Me 29.5% Unspecified B2 Wall/Plate 3-1/2" x 5-1/4" 4067lbs n\a 29.5% Unspecified Disclosure Use of the Boise Cascade Software is Captions subject to the terms of the End User For roof members with slope (1/4Y12 or less final design must ensure that ponding instability will not License Agreement (EULA). Completeness and accuracy of input occur. must be reviewed and verified by a For roof members with slope (1/2)/12 or less final design must account for Rain -on -Snow surcharge qualified engineer or other appropriate load. expert to assure its adequacy, prior to anyone relying on such output as evidence of suitability for a particular Notes application. The output here is based on Design meets Code minimum (U180) Total load deflection criteria. building oode-accepted design Design meets Code minimum (U240) Live load deflection criteria. properties and analysis methods. Installation of Boise Cascade Design meets arbitrary (1 ") Maximum Total load deflection criteria. engineered wood products must be In Calculations assume member is fully braced. accordance with current Installation BC CALC® analysis is based on IBC 2012. Guide and applicable building codes. To Design based on Dry Service Condition. obtain Installation Guide or ask questions, please call (800)232-0788 before installation. BC CALC®, BC FRAMERS, AJSTM, ALLJOISTO , BC RIM BOARD-, BCI®, BOISE GLULAM-, BC FloorValue®, VERSA -LAM®, VERSA -RIM PLUS@, Page 1 of 1 Ll 10161i etz (fCBJlEre T) JOB NUMBER: 033-1Q 305A Shafer Lane • Jacksonville, OR 97530 Phone: 541,608.8117 06w f3ZAM,rJG AT 9eive - Iripzou&w Nc ADE'L 'lr+D1, CU" s% K `7I,LVL ws� DESIGNED/CHECKED: DATE SCALE: SHEET NUMBER: OF Boise Cascade LL Single 5-1/4" x 9-1/2" VERSA -LAM@ 2.0 3100 DF PASSED, 033-191Drive-Through Header (Roof Beam) BC CALC@ Member Report Dry 11 span I No cant. September 24, 201916:23:45 Build 7295 Job name: File name: 033-19 Address: Description: City, State, Zip: Specifier: Builder: Designer: Garrett Oswald Code reports: ESR -1040 Company: Structural Soltuions, Inc. �0 ` 12 z: 1 ;_ 0 - + t t-oo-0a B1 B2 Total Horizontal Product Length =11.00-00 Reaction Summary (Down / Uplift) (lbs) Bearing Live Dead Snow Wind Roof Live B1,3-1/2" 1434/0 990/0 B2, 3-112" 143410 990/0 Load Summary Live Dead Snow Wind Roof Tributary Live Taq Description Load Type Ref. start End Loc. 100% 90% 115% 160% 1259E 0 Self -Weight Unf. Lin. (lb/ft) L 00-00-00 11-00-00 Top 13 00-00-00 1 Existing Roof Loads Unf. Area (lbM2) L 00-00-00 11-00-00 Top i5 20 09-00-00 2 Wall Above Unf. Lin. (Ib/ft) L 00-00-00 11-00-00 Top 113 n\a Controls Summary Value %Allowable Duration _ _Case Location Pos. Moment 6123 ft -lbs 25.4% 115% 4 05-06-00 End Shear 1947 lbs 17.9% 115% 4 01-01-00 Total Load Deflection U775 (0.163") 23.2% n\a 4 05-06-00 Live Load Deflection U999 (0.067') Me n\a 5 05-06-00 Max Deft. 0.163" 16.3% n1a 4 05-06-00 Span / Depth 13.3 % Allow % Allow Bearing Supports Dim. (LxW) Value Support Member Material _ B1 Wall/Plate 3-1/2" x 5-1/4" 2424 lbs n\a 17.6% Unspecified B2 Wall/Plate 3-1/2" x 5-1/4" 2424 lbs n\a 17.6% Unspecified Disclosure Use of the Boise Cascade Software is Cautions subject to the terms of the End User For roof members with slope (1/4)112 or less final design must ensure that ponding instability will not License Agreement (EULA). Completeness and accuracy of input occur. must be reviewed and verified by a For roof members with slope (112)/12 or less final design must account for Rain -on -Snow surcharge qualified engineer or other appropriate load. expert to assure its adequacy, prior to anyone relying on such output as evidence of suitability for a particular Notes application. The output here is based on Design meets Code minimum (U180) Total load deflection criteria. building code -accepted design Design meets Code minimum (U240) Live load deflection criteria. properties and analysis methods. Installation of Boise Cascade Design meets arbitrary (1") Maximum Total load deflection criteria. engineered wood products must be in Calculations assume member is fully braced. accordance with current Installation BC CALC® analysis is based on IBC 2012. Guide and applicable building codes. To Design based on Dry Service Condition. obtain Installation Guide or ask questions, please call (800)232-0788 before installation. BC CALC®, BC FRAMERS, AJSTM, ALLJOIST@ , BC RIM BOARD-, BCI@ . BOISE GLULAM-, BC FloorValueO , VERSA -LAM@, VERSA -RIM PLUS@, Page 1 of 1 (o portfolio: STRUCTURALSOLUTIONSINC.NET Phone: 541.608.8117 305A Shafer Lane • Jacksonville, Oregon 97530 Mechanical Anchorages STRUCTURAL ENGINEERS q 305A Shafer Lane • Jacksonville, OR 97530 Phone: 541.608.8117 MEGf-IA+J1LAC_ P -Tv (6 -To,v ) r Aniu,ozA-&&c PROJECT: lom a%z (fG-,,%E z 7-1 .s JOB NUMBER: bj3-)1 _>4Ax = Gtr ¢ U� �r ry CV X!3, UMAY 11T !Use frosts, t;w=r3�m�V rr- 11J Toa ►l7'/-�a = 3, ito --� y s«cws 358 I c 2. do 1 3 S t_,r es ws Na -r -Cc gas ��AvG (4) n T�f p UN IT 7o Cu2Q: Usa /4 6A . X rio r✓l (2) /i1 Sr^5 SHorz-T St(?G ��� cwps H10 Loki(-? S►aE (T&"'0(_ o2 (S) M1N ev2V, 7b F? AtA kk) : 0 s e %1 110 x � inn -P,- .t �s 5 Sc a- S sNOv-"F <4 110 \S CEJ SC `Drl> f f3C @ i far. M 1✓ DESIGNED/CHECKED: DATE: SCALE: SHEET NUMBER: OF 'roject: Seismic Anchorage of Mechanical Equipment Engr: GAO ob# 033-19 Structural Solutions, Inc. Date: 05/2019 ;tient: Oregon Architecture, Inc Page: Lateral Design & Anchorage Units: 6 -ton (5 -ton similar) Type: RTU Mount: Curb to framing Seismic Parameters Wind Parameters Amplification Factor: ap 2.5 Ultimate Velocity: V 120 mph Short period spectral Acceleration: SDS 0.6 g Catergory: Cat 11 Weight, Wp 700 lbs Exposure: Exp B Modification Response Factor. RIP 6.0 Terrain Factor: KZT 1.0 Importance Factor: Ip 1 Directional Factor: Kd 0.85 Height to point of attachm z 20 ft Velocity Exposure: KZ 0.7 Height to roof: h 20 ft Length: L 7.167 ft Width: W 4 ft Height: H 4 ft Seismic Design Force Cp=j(0.4*ap*SDS)/(RWlp)*(1+2*z/h)]= 0.3 ASCE 7-10 Eqn 13.3-1 Max Cp=1.6*SDS*Ip 0.96 ASCE 7-10 Eqn 13.3-2 Min CP 0.3*SDS*IP 0.18 ASCE 7-10 Eqn 13.3-3 Fp = 0.300 * Wp = 210 lbs Fv = .2*SDS * WP = 84 lbs ASCE 7-10 Eqn 12.14-6 Wind Design Force Qh=[0.00256*KZt*KZ*Kd*V2] 21.93 psf ASCE 7-10 Eqn 29.5 Fh = 0.6*Qh*GCr*Ah = 716.8 lbs ASCE 7-10 Eqn 29.5-2 F„ = 0.6*Qh*GCr*Av = 565.9 lbs ASCE 7-10 Eqn 29.5-3 Reactions Distance from support to CG: d 3 ft Distance between anchor points: b 4 ft Minimum reaction: RA -611 lbs Tension Wind Maximum reaction: RB 1171 lbs Compression Wind Shear force at anchor point: V 358 lbs Wind QA - d• (1 (4/2) - Fv/Z - f (d1b) 305A Shafer Lane • Jacksonville, OR 97530 Phone: 541.608.8117 PTU (7. S !bu) 7 -MAX = G904�' W F = 8."G` Unj Ir -p Cow*, Use *Io 6Ms (w t > ) VT s �) 13 -5,4U" = 10 -w I D scrzC-r✓s I I V, /13 !:�3.0 00 -VS % Z -G -IPS- HAvG- (2) 5Gf&WS cul?,p, -6 ie_'kmpV(' UsE -SPS 141 " p x 3 " �w = 3ys ; V ,z 2-7t) b9OX5t15' 7- --„ 2 aC_at��s TQ Gt Rv, us6 166A, x &1 (2) Vic ,Co4s (CW6 S106 "COs h P AW04 : 0 e_ % "ffl x 3h 5rMPso 5ti sc�G-ws 5MOiE.T' slo& = (3' Lotto S106 : e 4`0C. OR- ��� Mrd DESIGNED/CHECKED; DATE. SCALE: SHEET NUMBER: 1 b OF Project: Seismic Anchorage of Mechanical Equipment Engr: GAO Job # 033-19 Structural Solutions, Inc. Date: 05/2019 Client: Oregon Architecture, Inc Page: Lateral Design & Anchorage Units: 7.5 Ton Type: RTU Mount: Curb to fram nr Seismic Parameters Wind Parameters Amplification Factor: ap 2.5 Ultimate Velocity: V 120 mph Short period spectral Acceleration: SDS 0.6 g Catergory: Cat II Weight: Wp 850 lbs Exposure: Exp B Modification Response Factor. Rp 6.0 Terrain Factor: Kn 1.0 Importance Factor: Ip 1 Directional Factor: Ka 0.85 Height to point of attachm z 20 ft Velocity Exposure: Kz 0.7 Height to roof: h 20 ft Length: L 8.25 ft Width: W 4 ft Height: H 4 ft Seismic Design Force Cp=[(0.4*ap*SDS)/(Rp/Ip)*(1+2*zlh)]= 0.3 ASCE 7-10 Eqn 13.3-1 Max Cp=1.6*SDS*IP 0.96 ASCE 7-10 Eqn 13.3-2 Min Cp=0.3*SDS*IP 0.18 ASCE 7-10 Eqn 13.3-3 Fp = 0.300 * Wp = 255 lbs Fv = .2*SDs * Wp = 102 lbs ASCE 7-10 Eqn 12.14-6 Wind Design Force Qh=[0.00256*Kn*K=*Kd*V2] 21.93 psf ASCE 7-10 Eqn 29.5 Fh= 0.6*Qh*GCr*Ah= 825.2 lbs ASCE 7-10 Eqn 29.5-2 F„= 0.6*Qh*GCr*A„= 651.4 lbs ASCE 7-10 Eqn 29.5-3 Reactions Distance from support to CG: d 3 ft Distance between anchor points: b 4 ft Minimum reaction: RA -690 lbs • Tension Wind Maximum reaction: RB 1370 lbs Compression Wind Shear force at anchor point: V 413 lbs Wind V 305A Shafer Lane - Jacksonville, OR 97530 Phone: 541.608,8117 (! NHCCkf MC-04AO i G AL UN ITS tart e5K ' STW 6 P -?U WPM 700* UNIT D) -As (rl,r Cup -S 'Dims �W x !.' DL = I -ps F SL Lops(- - ops(- ; 2,1 if OC �vsr si-I 2'2x 18" 1. Assvme- 19" 130 6wo # Lo&'Ds SaiOwN AIL6 WOF-S-T CAS [l.`Xi STi,L1Ly JCI STS Ok� TMAV 9D UN,r Dims 6Y PI .) � 17x y; " 99 CuP-g ))me, (ww`) _ `Il �Lx 3j`1 DL-ISp,� sz, - ZD P4 Tr-jr, - �j "0C CC µk�LC.0 2p' wfl,, 19'-0„ �` Jo1ST rAiLt liNb%� 4JIni>) CON>5 iiibN �X i�a11iJG1 ,�ti5'TS O!—r 1 W�vV Ws� Iq o" DESIGNED/CHECKED' DATE: SCALE: SHEET NUMBER: Z OF T )Boise Cascade `T Single 18" BCI® 6500-1.8 DF [ PASSED �y 033-191Existing Jst w 6 ton unit Pdl (Joist) BC CALL® Member Report Dry 11 span I No cant. 124 OCS I Repetitive I Glued & nailed May 23, 2019 13:37:39 Build 7082 Job name: File name: 033-19 Address: Description: City, State, Zip: Specifier: Builder: Designer: Garrett Oswald Code reports: ESR-1336 Company: Structural Soltuions, Inc. B1 19 -DUO B2 Total Horizontal Product Length =19-00-00 Reaction Summary (Down / Uplift) (lbs) Bearing Live Dead Snow Wind Roof Live B1, 5-1/2" 460/0 380/0 B2, 5-1/2" 460/0 38010 Load Summary Live Dead Snow Wind Roof ocs Live Tag Descri tion Load Type Ref. start End Loc. 100% 90% 115% 160% 125% 1 Standard Load Unf. Area (Ib/ft2) L 00-00-00 19-00-00 Top 15 20 24 2 Conc. Pt. (Ibs) L 09-06-00 09-06-00 Top 350 n1a Controls Summary value %Allowable Duration case Location Pos. Moment 4494 ft -lbs 57.3% 115% 1 09-06-00 End Reaction 840lbs 33.6% 115% 1 00-00-00 End Shear 808lbs 29.6% 115% 1 00-05-08 Total Load Deflection U845 (0.259") 28.4% nla 1 09-06-00 Live Load Deflection U999 (0.102") nla nla 2 09-06-00 Max Defl. 0.259" 25.9% Me 1 09-06-00 Span / Depth 12.1 % Allow % Allow Bearing Supports Dim. (Lxw) Value Support _ Member Material B1— Wall/Plate 5-1/2"x2-9/16" 840lbs n1a 33.6% Unspecified B2 Wall/Plate 5-112" x 2-9/16" 840lbs nla 33.6% Unspecified Cautions Web stiffeners required at bearing B1. Web stiffeners required at bearing B2. Web Stiffeners are required at each bearing location. Notes Design meets Code minimum (U240) Total load deflection criteria. Design meets User specified (U480) Live load deflection criteria. Design meets arbitrary (1") Maximum Total load deflection criteria. Calculations assume member is fully braced. BC CALL® analysis is based on IBC 2012. Composite EI value based on 314" thick OSB sheathing glued and nailed to member. Design based on Dry Service Condition. Disclosure Use of the Boise Cascade Software is subject to the terms of the End User License Agreement (EULA). Completeness and accuracy of input must be reviewed and verified by a qualified engineer or other appropriate expert to assure its adequacy, prior to anyone relying on such output as evidence of suitability for a particular application. The output hen; is based on building code -accepted design properties and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with current Installation Guide and applicable building codes. To obtain Installation Guide or ask questions, please call (800)232-0788 before installation. BC CALCO, BC FRAMER®, AJSTm, ALLJOISTO , BC RIM BOARD-, BCI®, BOISE GLULAM-, BC FloorValue® , VERSA -LAM®, VERSA -RIM PLUS®. (I Boise Cascade Single 18" BCI® 6500-1.8 DF 033-191Existing Jst w 6 ton unit Wdl (Joist) PASSED BC CALC® Member Report Dry 11 span I No cant, 124 OCS I Repetitive I Glued & nailed May 23, 2019 13:37:39 Build 7082 Job name: File name: 033-19 Address: Description: City, State, Zip: Specifier: Builder: Designer: Garrett Oswald Code reports: ESR -1336 Company: Structural Soltuions, Inc. 2 B1 is -0a -OD B2 Total Horizontal Product Length 19-00.00 Reaction Summary (Down / Uplift) (lbs) Bearing Live Dead Snow Wind Roof Live B1, 5-1/2" 870/0 380/0 B2, 5-1/2" 870/0 380/0 Load Summary Live Dead Snow Wind Roof OCs Live Tact Description Load Type Rei. Start End Loc. 100% 90% 115% 160% 125% 1 Standard Load Unf. Area (!b/ft') L 00-00-00 19-00-00 Top 15 20 24 2 Unf. Lin. (Ib/ft) L 06-02-02 12-09-14 Top 176 Me Controls Summary value %Allowable Duration case Location Pos. Moment 7254 ft -lbs 92.4% 115% 1 09-06-00 End Reaction 1250 lbs 50.0% 115% 1 19-00-00 End Shear 1218 lbs 44.6% 115% 1 00-05-08 Total Load Deflection U513 (0.426") 46.8% n\a 1 09-06-00 Live Load Deflection U999 (0.102") n\a n\a 2 09-06-00 Max Defl. 0.426" 42.6% n\a 1 09-06-00 Span / Depth 12.1 % Allow % Allow Bearing Supports Dim. tLxW) Value Support Member Material B1 Wall/Plate 5-1/2" x 2-9/16" 125016s n\a 50.0% Unspecified B2 Wall/Plate 5-1/2" x 2-9/16" 1250 lbs Me 50.0% Unspecified Cautions _ Web stiffeners required at bearing B1. Web stiffeners required at bearing B2. Web Stiffeners are required at each bearing location. Notes Design meets Code minimum (U240) Total load deflection criteria. Design meets User specified (1-/480) Live load deflection criteria. Design meets arbitrary (1") Maximum Total load deflection criteria. Calculations assume member is fully braced. BC CALC® analysis Is based on IBC 2012. Composite EI value based on 3/4" thick OSB sheathing glued and nailed to member. Design based on Dry Service Condition. Disclosure Use of the Boise Cascade Software is subject to the terns of the End User License Agreement (EULA). Completeness and accuracy of input must be reviewed and verified by a qualified engineer or other appropriate expert to assure its adequacy, prior to anyone relying on such output as evidence of suitability for a particular application. The output here is based on building code -accepted design properties and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with current Installation Guide and applicable building codes. To obtain Installation Guide or ask questions, please call (800)232-0788 before installation. BC CALC®, BC FRAMER®, AJS-, ALLJOISTO , BC RIM BOARD-, BCI®, BOISE GLULAMw, BC FloorValue® , VERSA -LAM®, VERSA -RIM PLUS®, IL� Boise Cascade I Single 18" BCI® 6500-1.8 DF PASSED VY 033-191Existing Jst w 7,5 ton unit Pdl (Joist) BC CALC® Member Report Dry 1 span I No cant. 124 OCS I Repetitive I Glued & nailed May 23, 2019 13:37:39 Build 7082 Job name: File name: 033-19 Address: Description: City, State, Zip: Specifier: Builder: Designer: Garrett Oswald Code reports: ESR-1336 Company: Structural Soltuions, Inc. i" 61 19-00-00 B2 Total Horizontal Product Length =19.00-00 Reaction Summary (Down / Uplift) (lbs) Bearing Live Dead Snow Wind Roof Live B1, 3-1/2" 497/0 380/0 B2, 3-1/2" 498/0 380/0 Load Summary Live Dead Snow Wind Roof ocs Live Tag Deschtion Load Type Ref. Start End Loc. 100% 90% 115% 160% 125% 1 Standard Load Unf. Area (Ib/ft2) L 00-00-00 19-00-00 Top 15 20 24 2 Conc. Pt. (Ibs) L 09-06-00 09-06-00 Top 425 n1a Controls Summary value %Allowable Duration Case Location Pos. Moment 4978 ft-lbs 63.4% 115% 1 09-06-00 End Reaction 878 lbs 35.1% 115% 1 19-00-00 End Shear 857 lbs 31.4% 115% 1 00-03-08 Total Load Deflection U759 (0.293") 31.6% n1a 1 09-06-00 Live Load Deflection U999 (0.109") Me n1a 2 09-06-00 Max Defl. 0.293" 29.3% nla 1 09-06-00 Span / Depth 12.4 % Allow % Allow Bearing Supports Dim. (LxW Value Support Member Material 131 Wall/Plate 3-1/2" x 2-9/16" 877 lbs Me 35.1% Unspecified B2 Wall/Plate 3-1/2" x 2-9/16" 878 lbs nla 35.1% Unspecified Cautions Web stiffeners required at bearing B1. Web stiffeners required at bearing B2. Web Stiffeners are required at each bearing location. Notes Design meets Code minimum (U240) Total load deflection criteria. Design meets User specified (U480) Live load deflection criteria. Design meets arbitrary (1") Maximum Total load deflection criteria. Calculations assume member is fully braced. BC CALC® analysis is based on IBC 2012. Composite EI value based on 3/4" thick OSB sheathing glued and nailed to member. Design based on Dry Service Condition. Disclosure Use of the Boise Cascade Software is subject to the terms of the End User License Agreement (EULA). Completeness and accuracy of input must be reviewed and verified by a qualified engineer or other appropriate expert to assure its adequacy, prior to anyone relying on such output as evidence of suitability for a particular application. The output here is based on building code -accepted design properties and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with current Installation Guide and applicable building codes. To obtain Installation Guide or ask questions, please call (800)232-0788 before installation. BC CALC@, BC FRAMER®, AJSTm, ALUOIST®, BC RIM BOARD-, BCI®, BOISE GLULAMTm, BC FloorValue® , VERSA -LAM®, VERSA -RIM PLUS®, W Boise Cascade Single 18" BCI® 6500-1.8 DF 033-191Existing Jst w 7,5 ton unit Wdl (Joist) PASSED] BC CALC® Member Report Dry 11 span I No cant. 124 OCS I Repetitive I Glued & nailed May 23, 201913:37:39 Build 7082 Job name: File name: 033-19 Address: Description: City, State, Zip: Specifier: Builder: Designer: Garrett Oswald Code reports: ESR -1336 Company: Structural Soltuions, Inc. --- — ..' B1 19.00-00 B2 Total Horizontal Product Length=19-00-00 Reaction Summary (Down / Uplift) (lbs) Bearing Live Dead Snow Wind Roof Live B1, 3-1/2" 723/0 380/0 B2, 3-1/2" 1217/0 380/0 Load Summary Live Dead Snow Wind Roof ocs Live Tao Description Load Type Ref. Start End Loc. 100% 90% 115% 160% 125% 1 Standard Load Unf. Area (Ib/ftz) L 00-00-00 19-00-00 Top 15 20 24 2 Unf. Lin. (ib/ft) L 09-06-04 16-02-00 Top 206 n1a Controls Summary value %Allowable Duration Case Location Pos. Moment 7419 ft -lbs 94.5% 115% 1 11-02-03 End Reaction 1597 lbs 63.8% 115% 1 19-00-00 End Shear 1576 lbs 57.7% 115% 1 18-08-08 Total Load Deflection U499 (0.446") 48.1% Me 1 10-01-12 Live Load Deflection 0999 (0.109") nla Ma 2 09-06-04 Max Defl. 0.446" 44.6% nla 1 10-01-12 Span / Depth 12.4 % Allow % Allow Bearing SupportS Dim. Lxw) Value Support Member Material B1 Wall/Plate 3-1/2" x 2-9/16" 11031bs n1a 44.1% Unspecified B2 Wall/Plate 3-1/2" x 2-9116" 1597 lbs n1a 63.8% Unspecified Cautions Web stiffeners required at bearing B1. Web stiffeners required at bearing B2. Web Stiffeners are required at each bearing location. Notes Design meets Code minimum (U240) Total load deflection criteria. Design meets User specified (U480) Live load deflection criteria. Design meets arbitrary (1") Maximum Total load deflection criteria. Calculations assume member is fully braced. BC CALC® analysis is based on IBC 2012. Composite EI value based on 3/4" thick OSB sheathing glued and nailed to member. Design based on Dry Service Condition. Disclosure Use of the Boise Cascade Software is subject to the terms of the End User License Agreement (EULA). Completeness and accuracy of input must be reviewed and verged by a qualified engineer or other appropriate expert to assure its adequacy, prior to anyone relying on such output as evidence of suitability for a particular application. The output here is based on building code -accepted design properties and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with current Installation Guide and applicable building codes. To obtain Installation Guide or ask questions, please call (800)232-0788 before installation. BC CALC®, BC FRAMERS, AJSTm, ALLJOISTV , BC RIM BOARD-, BCI®, BOISE GLULAMTm, BC FloorValue® , VERSA -LAM®, VERSA -RIM PLUS@ , i6 r PROJECT: 0)N -c <. C_r•�'tr; L l 1 �� Q101 NUMBER 305A Shafer Lane • Jacksonville, OR 97530 Phone: 541.608.8117 c3S-19 DESIGNED/CHECKED: DATE: SCALE: SHEET NUMBER: 1_� OF dSPEC RedSpecT"' by Red BUiltTM v7.1.9 Project: Project Location: Folder: Folder Date: 5/24/19 10:53 AM Designer: Comment: DOUBLE 22" Red-I90TM @ 12" o.c. This product meets or exceeds the set design controls for the application and loads listed DESIGN CONTROLS % Shear (lb) 57% Positive Moment (ft -Ib) 82% DEFLECTIONS (in) % Span Live 42% Span Total 56% Design Allow. DOL -4134 7230 Snow(100%) 29703 36150 Snow(100%) Design Allow. Design Allow. 0.686 1.633 L / 571 L / 240 1.225 2.178 L / 320 L/ 180 SUPPORTS Support i Support 2 Live Reaction, Critical (lb) (DOL9/o) 2042 (100) 2042 (100) Dead Reaction (lb) 1565 2092 Total Reaction (lb) (DOL%) 3607 (100) 4134 (100) Bearing Bottom Bottom Support Beam Beam Req'd Bearing, No Stiffeners (in) - - Req'd Bearing, Stiffeners (in) 1.75 1.75 SPANS AND LOADS Dimensions represent horizontal design spans. 32'- 8.0" APPLICATION LOADS Type Units DOL Live Dead Partition Uniform psf Snow(100%) 20 15 0 Combination Pattern 1.0D+1.0S All Spans 1.0D+1.0S All Spans Combination Pattern 1.0D+1.0S All Spans 1.0D+1.0S All Spans Member Slope: 0/12 Tributary Member Type 12" Snow Roof Joist ADDITIONAL LOADS Type Units DOL Live Dead Location from left Application Comment Uniform pif Floor(100%) 0 176 29'-4.0" to 32'-8.0" Adds To Mechanical Unit Uniform plf Snow(100%) 105 79 0'-0.0" to 32'-8.0" Adds To Roof Load NOTES • Building code and design methodology: 2012 IBC ASD (US). • Continuous lateral support required at top edge. Lateral support at bottom edge shall be per RedBuilt recommendations. • Connect multiple ply members per RedBuilt'" Installation Guidelines. C: \Users\Ga rrett\Documents\RedSpec\Projects.red 5/24/2019 10:53:14 AM Project : Folder : Type Type: Type Page 1 of 1 Pass/Fail PASS PASS Pass/Fail PASS PASS The products noted are intended for Interior, untreated, non -corrosive applications with normal temperatures and dry conditions of use, and must be Installed in accordance with local building code requirements and RedBuilt'" recommendations. The loads, spans, and spacing have been provided by others and must be approved for the specific application by the design professional for the project. Unless otherwise noted, this output has not been reviewed by a RedBuilt'" associate. PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. RedBuilt", RedSpec'", Red -IT", Red -I45'", Red-I45L-, Red -I58'", Red-I65T", Red-I65TT", Red -I90'", Red -190H—, Red-190HST", Red -LT", Red -LT'", Red - W", Red -ST", Red -M'", Red -H'", RedLam'", FloorChoice- are trademarks of RedBuilt LLC, Boise ID, USA. Copyright © 2010-2018 RedBuilt LLC. All rights reserved. cd 5/23/2019 U.S. Seismic Design Maps 1810 Pioneer Pkwy W, Springfield, OR 97477, USA Latitude, Longitude: 44.063041, -123.02672280000002 Shelley St Mckenzie Sew On The UPS Store ioneer Plaza v Walgreens Shari's Cafe and Pies OSHPD R St Safeway N a Jack in the Box The Bow Rack 4.' Little Caesars Pizza 1' Luckydog Day Gtrle g Map data 02019 Google Date 5/23/2019, 8:07:14 AM Design Code Reference Document ASCE7-10 Risk Category II Site Class D - Stiff Soil Type Value Description Ss 0.749 MCER ground motion. (for 0.2 second period) S1 0.393 MCER ground motion. (for 1.0s period) SMS 0.899 Site -modified spectral acceleration value SM1 0.634 Site -modified spectral acceleration value SDs 0.599 Numeric seismic design value at 0.2 second SA Sat 0.423 Numeric seismic design value at 1.0 second SA Type Value Description SDC D Seismic design category Fe 1.201 Site amplification factor at 0.2 second Fv 1.614 Site amplification factor at 1.0 second PGA 0.359 MCEG peak ground acceleration FpGA 1.141 Site amplification factor at PGA PGAM 0.409 Site modified peak ground acceleration TL 16 Long -period transition period in seconds SsRT 0.749 Probabilistic risk -targeted ground motion. (0.2 second) SsUH 0.881 Factored uniform -hazard (2% probability of exceedance in 50 years) spectral acceleration SsD 1.5 Factored deterministic acceleration value. (0.2 second) S1 RT 0.393 Probabilistic risk -targeted ground motion. (1.0 second) S1UH 0.472 Factored uniform -hazard (2% probability of exceedance In 50 years) spectral acceleration. SID 0.6 Factored deterministic acceleration value. (1.0 second) PGAd 0.5 Factored deterministic acceleration value. (Peak Ground Acceleration) CRs 0.85 Mapped value of the risk coefficient at short periods CR1 0.832 Mapped value of the risk coefficient at a period of 1 s https:/Iseismicmaps.org I pl 5/23/2019 MCER Response Spectrum 1.00 0.75 0.50 0.25 0.00 0 U.S. Seismic Design Maps 5 10 Period, T (sec) — Sa(g) Design Response Spectrum 0.6 0.4 rn 0.2 0.0 0 15 5 10 Period, T (sec) — Sa(g) 15 DISCLAIMER While the information presented on this website is believed to be correct, SEAOC /OSHPD and its sponsors and contributors assume no responsibility or ...................._............. liability for its accuracy. The material presented in this web application should not be used or relied upon for any specific application without competent examination and verification of its accuracy, suitability and applicability by engineers or other licensed professionals. SEAOC / OSHPD do not intend that the use of this information replace the sound judgment of such competent professionals, having experience and knowledge in the field of practice, nor to substitute for the standard of care required of such professionals in interpreting and applying the results of the seismic data provided by this website. Users of the Information from this website assume all liability arising from such use. Use of the output of this website does not imply approval by the governing building code bodies responsible for building code approval and interpretation for the building site described by latitude/longitude location in the search results of this webstie. https://selsmicmaps.org 2b Structural Calculation Packa e Pioneer Center Tenant Improvements 1810 Pioneer Pkwy Springfield, Oregon 97477 Prepared For: Oregon Architecture, Inc Prepared By: Garrett Oswald, EIT Approved By: Jason N. Prins, PE, SE SSI Job No. 033-19 September 24, 2019 SUCTU/Z,�� PR `5,���Fp Off �f+NGIN�FR,O 88523 r ` OR GO .10. 5 q�nr N. PR`a ex��aes: �vsu ZD Sheets 1 thru 20 AL SOLUTIONS'INC portfolio: STRUCTURALSOLUTION'SINC.NET DESIGN CRITERIA Pioneer Center TI's 1 033-19 Phone: 541.608.8117 395A Shafer Lane •Jacksonville. Oregon 97530 •TRUCTURAL EPIGINr.ERS All design shall be in accordance with the 2014 Oregon Structural Specialty Code (OSSC) based on the 2012 International Building Code (IBC) in addition to the American Society of Civil Engineers — Minimum Design Loads for Buildings and Other Structures 2010 edition. All supplemental codes shall be the edition adopted by the 2014 OSSC and 2012 IBC, Gravity Loads Roof: I afaral I narie Wind: Dead Load: 15 psf Snow Load: 20 psf Ultimate Velocity: 120 mph Exposure: B Seismic: Site Soil Classification: D Risk Category: II SS: 0.749g S,: 0.393g SMS: 0.899g SM,: 0.634g SOS: 0.599g SO,: 0.423g Structural scope of work consists of the design of a new storefront opening header, the design of a new drive-through opening header, and the analysis of existing framing & anchorage of new mechanical units. STRUCTURAL50LUTI0N5INC.NET lw Header Framing Z x. PROJECT: l"/ON�EIL CE��T� 7-1 "5 STRUCTUR SOLUTIONS'INC - JOB NUMBER: 305A Shafer Lane • Jacksonville, OR 97530 `"ti,+vrmom Phone: 541.608.8117"'" '^�= hJc w f CAD6 - AT 'S -7,,0,c F -earl rLwkc = 55�"� HwAw = 5-9 6'(,t x 1 Z L✓L] DESIGNED/CHECKED: DATE: SCALE: SHEET NUMBER: S OF Wyc.. Boise Cascade I Single 5-1/4" x 9-1/2" VERSA -LAM® 2.0 3100 DF PASSED 033-191HDR at Storefront (RoofHeader) BC CALC® Member Report Dry I 1 span I No cant. September 24, 2019 16:22:26 Build 7295 Jab name: File name: 033-19 Address: Description: City, State, Zip: Specifier: Builder: Designer: Garrett Oswald Code reports: ESR -1040 Company: Structural Soltuions, Inc. Tog Description Load Type Ref. Start End -.1-10 115% 160% 125% 12 12.00-00 1311 Total Horizontal Product Length=12-00-00 Reaction Summary (Down I Uplift) (lbs) Bearing Live Dead Snow _ Wind B2 Roof Live B1, 3-112" 2867/0 1200/0 B2, 3-1/2" 2867/0 1200/0 Load Summary - Live Dead Snow Wind Roof Tributary Live Tog Description Load Type Ref. Start End Loc. 100% 90% 115% 160% 125% 0 Self -Weight Unf. Lin. (Ib/ft) L 00-00-00 12-00-00 Top 13 00-00-00 2 Exist'g roof Unf. Area (Ib/ft) L 00-00-00 12-00-00 Top 15 20 10-00-00 3 Wall Above Unf. Lin. (Ib/ft) L 00-00-00 12-00-00 Top 315 n1a Controls Summary Value %Allowable Duration Case Location Pos, Moment 11286 ft -lbs 46.9% 115% 4 06-00-00 End Shear 3333 lbs 30.6% 115% 4 01-01-00 Total Load Deflection U384 (0.361") 46.9% n%a 4 06-00-00 Live Load Deflection U999 (0.106") n1a nla 5 06.00-00 Max Defl. 0.361" 36.1% n1a 4 06-00-00 Span / Depth 14.6 % Allow % Allow Bearing Supports Dim. ILxW) Value import Member Material B1 Wall/Plate 3-1/2" x 5-114" 4067 lbs n1a 29.5% Unspecified B2 WalliPlate 3-1/2" x 5-114" 4067 lbs Me 29.5% Unspecified Disclosure Use of the Boise Cascade Software is Cautions subject to the terms of the End User For roof members with slope (1/4)/12 or less final design must ensure that ponding instability will not License Agreement (EULA). Completeness and accuracy of input occur. must be reviewed and verified by a For roof members with slope (1/2)112 or less final design must account for Rain -on -Snow surcharge qualified engineer or other appropriate load. expert to assure its adequacy, prior to anyone relying on such output as evidence of suitability for a particular Motes _ application. The output here is based on Design meets Code minimum (U180) Total load deflection criteria. building code -accepted design Design meets Code minimum (U240) Live load deflection criteria. properties and analysis methods. Design meets arbitrary (1") Maximum Total load deflection criteria. Installation of Boise Cascade engineered wood products must be in Calculations assume member is fully braced. accordance with current Installation BC CALC® analysis is based on IBC 2012. Guide and applicable building codes. To Design based on Dry Service Condition. obtain Installation Guide or ask questions, please call (800)232-0788 before installation. BC CALC®, BC FRAMER®, AJS'rm, ALLJOISTO , BC RIM BOARD-, BCI®, BOISE GLULANI-, BC FloorValue®, VERSA -LAM®, VERSA -RIM PLUS®, Page 1 of 1 Li SOLUTIONS..a 305A Shafer Lane • Jacksonville, OR 97530 Phone: 541.608.8117 Ill€w Ag- AM1,,/G AT - %t1plouew NG ATjck lu"6 S�j x PROJECT: P16, Getz JOB NUMBER: 033- M DESIGNED/CHECKED. DATE: SCALE: SHEET NUMBER: ZJ OF Single 5-114Boise Cascade " x 9-1/2" VERSA -LAM® 2.0 3100 DF PASSED 033-191Drive-Through Header (Roof Beam) BC CALC® Member Report Dry 11 span I No cant. September 24,2019 16:23:45 Build 7295 Job name: File name: 033-19 Address: Description: City, State, Zip: Specifier: Builder: Designer: Garrett Oswald Code reports: ESR -1040 Company: Structural Soltuions, Inc. B1 11.00.00 B2 Total Horizontal Product Length =11-00-00 Reaction Summary (Down 1 Uplift) (lbs) Bearing Live Dead _ Snow `Wind Roof Live B1, 3-1/2" 1434/0 990/0 B2, 3-1/2" 143410 990/0 Load Summary Live Dead Snow Wind Roof Tributary Live Tag Description Load Tyne Ref. start End Loc. 100% 90% 115% 160% 125% 0 Self -Weight Unf. Lin. (Ib/ft) L 00-00-00 11-00-00 Top 13 00-00-00 1 Existing Roof Loads Unf. Area (Ib/ft') L 00-00-00 11-00-00 Top 15 20 09-00-00 2 Wall Above Unf. Lin. (Ib/ft) L 00-00-00 11-00-00 Top 113 Me Controls Summaryvalue %Allow_ab_e Duration Case Location Pos. Moment 6123 ft -lbs 25.4°10 115% 4 05-06-00 End Shear 1947 lbs 17.9% 115% 4 01-01-00 Total Load Deflection U775 (0.163") 23.2% Me 4 05-06-00 Live Load Deflection 0999 (0.067') n1a n1a 5 05-06-00 Max Defl. 0.163" 16.3% n%a 4 05-06-00 Span / Depth 13.3 % Allow % Allow Bearing Supports Dim. (LxW} Value Support_ Member Material B1 Wall/Plate 3-1/2" x 5-114" 2424 lbs n1a 17.6% Unspecified B2 Wall/Plate 3-1/2"x5-114" 2424 lbs nla 17.6% Unspecified Disclosure Use of the Boise Cascade Software is Cautions subject to the terms of the End User For roof members with slope (1/4)/12 or less final design must ensure that ponding instability will not License Agreement (EULA). Completeness and accuracy of input occur. must be reviewed and verified by a For roof members with slope (1/2)/12 or less final design must account for Rain -on -Snow surcharge qualified engineer or other appropriate load. expert to assure its adequacy, prior to anyone relying on such output as evidence of suitability for a particular Notes application. The output here is based on Design meets Code minimum (U180) Total load deflection criteria. building code -accepted design Design meets Code minimum (U240) Live load deflection criteria. properties and analysis methods. Installation of Boise Cascade Design meets arbitrary (1") Maximum Total load deflection criteria. engineered wood products must be in Calculations assume member is fully braced. accordance with current Installation BC CALC® analysis is based on IBC 2012. Guide and applicable building codes. To Design based on Dry Service Condition. obtain Installation Guide ask questions, please call (8000 )232-0788 before installation. BC CALC®, BC FRAMER®, AJSTM, ALLJOISTO , BC RIM BOARD-, BCI®, BOISE GLULAMTM, BC FloorValue® , VERSA -LAM@, VERSA -RIM PLUS®, Page 1 of 1 � STRUCTURE SOLUTIONS,INC portfolio: 5TRUCTURAL50LU710NSINC.NET Phone: 541.608.8117 305A Shafer Lane •Jacksonville, Oregon 97530 Mechanical Anchorages q 305A Shafer Lane • Jacksonville Phone: 541.608.8117 M6(-t-IA1,J1C-At- 61AIIT kjuC o,eA&&-S ZTU (G -ToN PROJECT: Protie6Z CG'NiErz. JOB NUMBER: O33 -%l I'M,Nx ° Co Il " UO;r ry CVX3 ' CMA.y - 1171' V�p F W 700 1� NoT-C[.loS bl�vG �2) SG��++S �VR L To I -p/4M jFV6 USe sr75 ()►j Ir ?o CuQQ: Us& 6A . x G" 4om-, ��-e�l� u/ (z) °l0 s- ms 5 Hbryi w bG : �Z) GL/P3 /M ia1 LONG? S�aE : G Ib��OC oft (S' MrN Cu2g -ib ? AM r,1G USE %y "0 x � " 5 � ���y�� s b 5 sca a, 5 GOW DESIGNED/CHECKED: DATE: SCALE: SHEET NUMBER: 8 OF 'roject: Seismic Anchorage of Mechanical Equipment Engr. GAO ob# 033-19 Structural Solutions, Inc. Date: 05/2019 :tient: Oregon Architecture, Inc Page: Lateral Design & Anchorage Units: 6 -ton (5 -ton similar) Type: RTU Mount: Curb to framing Seismic Parameters Wind Parameters Amplification Factor: ap 2.5 Ultimate Velocity- V 120 mph Short period spectral Acceleration: SDS 0.6 g Catergory: Cat 11 Weight: Wp 700 lbs Exposure: Exp B Modification Response Factor. Rp 6.0 Terrain Factor: KZT 1.0 Importance Factor: Ip 1 Directional Factor: Kd 0.85 Height to point of attachm z 20 ft Velocity Exposure: KZ 0.7 Height to roof: h 20 ft Length: L 7.167 ft Width: W 4 ft Height: H 4 ft Seismic Design Force Cp=[(0.4*ap*SD8)/(Rp/Ip)*(1+2*z/h)]= 0.3 ASCE 7-10 Eqn 13.3-1 Max Cp=1.6*SDs*IP 0.96 ASCE 7-10 Eqn 13.3-2 Min CP 0.3*SDS*IP 0.18 ASCE 7-10 Eqn 13.3-3 Fp = 0.300 * Wp = 210 lbs Fv = .2*SDS * Wp = 84 lbs ASCE 7-10 Eqn 12.14-6 Wind Design Force Qh=[0.00256*KZt*KZ*Kd*V2] 21.93 psf ASCE 7-10 Eqn 29.5 Fh= 0.6*Qh*GCr*Ah= 716.8 lbs ASCE 7-10 Eqn 29.5-2 F, = 0.6*Qh*GCr A„= 565.9 lbs ASCE 7-10 Eqn 29.5-3 Reactions Distance from support to CG: d 3 ft Distance between anchor points: b 4 ft Minimum reaction: RA -611 Ibs Tension Wind Maximum reaction: Ra 1171 Ibs Compression Wind Shear force at anchor point: V 358 lbs Wind P -A ` a. G (W4/z.) - Fv/, F1, dlb 9 PROJECT: Ti S JOB NUMBER • 0313—/7 305A Shafer Lane • Jacksonville, OR 97530 Phone: 541.608.8117 F -TU (7. S ou) TMAY = (0 10 Ung Ir CMA'y - )3 0 - Use *l0 6ms (w - )3-�� V- 37 1 VMX.I = J113 4t �s Wa p 13�� U" I U ---� 1 D sc�Gws kAvC- (Z) 'Jee'S&-.5 CU ? --'P, Tc, FAA -M) A1% USE sS75 )XA "jo x 3 /3X250" ) , ror—a 2 scxEw s UN" TO GURI!, USC �(�CaA, 1< 4V,1C, `�� C�i/� W% (z) �lf7 94SS LonJG, S r o& : (S' CUPS M►wJ OS f11, ° S Skow-T' SIO& = 0) rzEw� 0'j C' S106 G� IroOC. OR- (�} M1nJ DESIGNED/CHECKED: DATE: SCALE: SHEET NUMBER: 1(b OF Project: Job # Client: Seismic Anchorage of Mechanical Equipment 033-19 Structural Solutions, Inc. Lateral Design & Anchorage Engr: GAO Date: 05/2019 Units: 7.5 Ton Type: RTU Mount: Curb to framing Seismic Parameters Wind Parameters Amplification Factor: ap 2.5 Ultimate Velocity: V 120 mph Short period spectral Acceleration: SDS 0.6 g Catergory: Cat II Weight: Wp 850 lbs Exposure: Exp B Modification Response Factor: Rp 6.0 Terrain Factor: Kn 1.0 Importance Factor: Ip 1 Directional Factor: Kd 0.85 Height to point of attachm z 20 ft Velocity Exposure: KZ 0.7 Height to roof: h 20 ft Length: L 8.25 ft Width: W 4 ft Height: H 4 ft Seismic Design Force Cp=[(0.4*ap*SDS)/(Rp/Ip)*(1+2*z/h)]= 0.3 ASCE 7-10 Eqn 13.3-1 Max Cp=1.6*Sos*IP 0.96 ASCE 7-10 Eqn 13.3-2 Min CP 0.3*SDs*IP 0.18 ASCE 7-10 Eqn 13.3-3 Fp = 0.300 * Wp = 255 lbs Fv = .2*SDs * Wp = 902 lbs ASCE 7-10 Eqn 12.14-6 Wind Design Force Qh=[0.00256*Kn*Kz*Kd*V2] 21.93 psf ASCE 7-10 Eqn 29.5 Fh= 0.6*Qh*GCr*Ah= 825.2 lbs ASCE 7-10 Eqn 29.5-2 F„= 0.6*Qh*GCr*A„= 651.4 lbs ASCE 7-10 Eqn 29.5-3 Reactions Distance from support to CG: d 3 ft Distance between anchor points: b 4 ft Minimum reaction: RA -690 lbs Tension Wind Maximum reaction: Re 1370 lbs Compression Wind Shear force at anchor point: V 413 lbs Wind IZA 4 dl V 9iBUCURfl6 SOLUTIONS'INC 305A Shafer Lane • Jacksonville, OR 97530 Phone: 541.608.8117 PROJECT: 1 roNEcz �fti s~i . 7 -J's JOB NUMBER: O3-9'11 CHUCK MCC.NA01GAL UNIT -S tart 45K'ST'W6 j -?V (b-To►j� ( MAY = 11 -7 1'a UNrr Di Mg (HvW)cl�_ (—U2?, vtMs (J x i. DL I Sps 5c. 2-0 ps (- �-p y 2-1'i oc. �vsr Si s.E 2'2 x I I" Assvme- l-9" i3ci W P/z W a+. w $4 Al - 'X 6oh'D% e.140ww AR -6 (NDRS"i' GAS c EEY-iSTiN)& )w vrs l J TM AY 409D CAr 13 (7 wp = �yr� Uwr D,m s (uy w>, 47>, y x 99 (-uP-$ a)Ms (w)/ _ `I DL -1 Sp. � c w91, '#` JO 1ST rA iLS vN bE� c�11�� coi✓ L5 i'i iUN DESIGNED/CHECKED: DATE: SCALE: SHEET NUMBER: 17- OF Ws� Boise Cascade tib Single 18" BCI® 6500-1.8 DF PASSED VVJJ 033-191Existing Jst w 6 ton unit Pdl (Joist) BC CALC® Member Report Dry 11 span I No cant. 124 OCS I Repetitive I Glued & nailed May 23, 2019 13:37:39 Build 7082 Job name: File name: 033-19 Address: Description: City, State, Zip: Specifier: Builder: Designer: Garrett Oswald Code reports: ESR -1336 Company: Structural Soltuions, Inc. B1 1900-00 Total Horizontal Product Length=19-00-00 B2 Reaction Summary (Down / Uplift) (lbs) Bearing Live Dead Snow Wlnd Roof Live B1, 5-1/2" 46010 380/0 B2, 5-1/2" 460/0 380/0 Load Summary Live Dead Snow Wind Roof ocs Live Tag Description Load Type Ref. Start End Loc. 100% 90% 115% 160% 125% 1 Standard Load Unf. Area (Ib/ft2) L 00-00-00 19-00-00 Top 15 20 24 2 Conc. Pt. (Ibs) L 09-06-00 09-06-00 Top 350 n1a Controls Summary value %Allowable _ Duration case Location Pos. Moment 4494 ft -lbs 57.3% 115% 1 09-06-00 End Reaction 840 lbs 33.6% 115% 1 00-00-00 End Shear 808 lbs. 29.6% 115% 1 00-05-08 Total Load Deflection U845 (0.259") 28.4% n1a 1 09-06-00 Live Load Deflection U999 (0.102") Me n1a 2 09-06-00 Max Defl. 0.259" 25.9% n1a 1 09-06-00 Span / Depth 12.1 °% Allow % Allow Bearing Supports Dim. Lxw Value Support Member Material B1 Wall/Plate 5-1/2" x 2-9/16" 840 lbs n1a 33.6% Unspecified B2 Wall/Plate 5-1/2" x 2-9/16" 840 lbs n1a 33.6% Unspecified Cautions Web stiffeners required at bearing B1. Web stiffeners required at bearing B2. Web Stiffeners are required at each bearing location. Notes Design meets Code minimum (U240) Total load deflection criteria. Design meets User specified (U480) Live load deflection criteria. Design meets arbitrary (1 ") Maximum Total load deflection criteria. Calculations assume member is fully braced. BC CALC® analysis is based on IBC 2012. Composite EI value based on 3/4" thick OSB sheathing glued and nailed to member. Design based on Dry Service Condition. Disclosure Use of the Boise Cascade Software is subject to the terms of the End User License Agreement (EULA). Completeness and accuracy of input must be reviewed and verified by a qualified engineer or other appropriate expert to assure its adequacy, prior to anyone relying on such output as evidence of suitability for a particular application. The output here is based on building code -accepted design properties and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with current Installation -Guide and applicable building codes. To obtain Installation Guide or ask questions, please call (800)232-0788 before installation. BC CALC®, BC FRAMER®, AJS-, ALLJOISTO , BC RIM BOARD-, BCI®, BOISE GLULAM—, BC FloorValue® , VERSA -LAM®, VERSA -RIM PLUS®, (I�i )Boise Cascade Single 18" BCI® 6500-1.8 DF PASSED 033.191Existing Jst w 6 ton unit Wdl (Joist) BC CALC® Member Report Dry 11 span I No cant. 124 OCS I Repetitive I Glued & nailed May 23, 201913:37:39 Build 7082 Job name: File name: 033-19 Address: Description: City, State, Zip: Specifier: Builder: Designer: Garrett Oswald Code reports: ESR -1336 Company: Structural Soltuions, Inc. Cautions Web stiffeners required at bearing B1. T Web stiffeners required at bearing B2. Web Stiffeners are required at each bearing location. Notes Design meets Code minimum (U240) Total load deflection criteria. Design meets User specified (U480) Live load deflection criteria. Design meets arbitrary (1") Maximum Total load deflection criteria. Calculations assume member is fully braced. BC CALC® analysis is based on IBC 2012. Composite EI value based on 3/4" thick OSB sheathing glued and nailed to member. Design based on Dry Service Condition. Disclosure Use of the Boise Cascade Software is subject to the terms of the End User License Agreement (EULA). Completeness and accuracy of input must be reviewed and verified by a qualified engineer or other appropriate expert to assure its adequacy, prior to anyone relying on such output as evidence of suitability for a particular application. The output here is based on building code -accepted design properties and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with current Installation Guide and applicable building codes. To obtain Installation Guide or ask questions, please call (800)232-0788 before installation. BC CALC®, BC FRAMEROI , AJS-, ALLJOISTS , BC RIM BOARD-, BCI®, BOISE GLULAM-, BC FloorValueO , VERSA -LAM®, VERSA -RIM PLUS® , = r ----i 2 L 1311 B2 Total Horizontal Product Length 19-00-00 Reaction Summary (Down / Uplift) (lbs) Bearing Live Dead Snow _ Wind Roof Live B1, 5-112" 870/0 38010 B2, 5-1/2" 870/0 380/0 Load Summary Live Dead Snow Wind Roof OCs Live Tag Description Load Type Ref. Start End Loc. 100% 90% 115% 160% 125% 1 Standard Load Unf. Area (Ib/ft) L 00-00-00 19-00-00 Top 15 20 24 2 Unf. Lin. (Ib/ft) L 06-02-02 12-09-14 Top 176 Me Controls Summary value _ %Allowable Duration Case Location Pos. Moment 7254 ft -lbs 92.4% 115% 1 09-06-00 End Reaction 1250 lbs 50.0% 115% 1 19-00-00 End Shear 1218 lbs 44.6% 115% 1 00-05-08 Total Load Deflection U513 (0.426") 46.8% n\a 1 09-06-00 Live Load Deflection U999 (0.102") Me n1a 2 09-06-00 Max Defl. 0.426" 42.6% n\a 1 09-06-00 Span / Depth 12.1 % Allow % Allow Bearing Supports Dim. (LxW) Value Support Member Material B1 Wall/Plate 5-112" x 2-9116" 1250 lbs n\a 50.0% Unspecified B2 Wall/Plate 5-1/2" x 2-9116" 1250 lbs n\a 50.0% Unspecified Cautions Web stiffeners required at bearing B1. T Web stiffeners required at bearing B2. Web Stiffeners are required at each bearing location. Notes Design meets Code minimum (U240) Total load deflection criteria. Design meets User specified (U480) Live load deflection criteria. Design meets arbitrary (1") Maximum Total load deflection criteria. Calculations assume member is fully braced. BC CALC® analysis is based on IBC 2012. Composite EI value based on 3/4" thick OSB sheathing glued and nailed to member. Design based on Dry Service Condition. Disclosure Use of the Boise Cascade Software is subject to the terms of the End User License Agreement (EULA). Completeness and accuracy of input must be reviewed and verified by a qualified engineer or other appropriate expert to assure its adequacy, prior to anyone relying on such output as evidence of suitability for a particular application. The output here is based on building code -accepted design properties and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with current Installation Guide and applicable building codes. To obtain Installation Guide or ask questions, please call (800)232-0788 before installation. BC CALC®, BC FRAMEROI , AJS-, ALLJOISTS , BC RIM BOARD-, BCI®, BOISE GLULAM-, BC FloorValueO , VERSA -LAM®, VERSA -RIM PLUS® , Boise Cascade Single 18" BCI® 6500-1.8 DF PASSED 033-191Existing Jst w 7,5 ton unit Pdl (Joist) BC CALC® Member Report Dry 11 span I No cant. 124 OCS I Repetitive I Glued & nailed May 23, 2019 13:37:39 Build 7082 Job name: File name: 033-19 Address: Description: City, State, Zip: Specifier: Builder: Designer: Garrett Oswald Code reports: ESR -1336 Company: Structural Soltuions, Inc. 131 19-00.00 Total Horizontal Product Length =19-00-00 132 Reaction Summary (Down / Uplift) (lbs) Bearing Live Dead Snow Wind Roof Live _ B1, 3-1/2" 497/0 380/0 B2, 3-1/2" 498/0 380/0 Load Summary Live Dead snow Wind Roof ocs Live Ta_ Description Load Type Ref. start End Loc. 100% 90% 115% 160% 125% 1 Standard Load Unf. Area (Ib/ft') L 00-00-00 19-00-00 Top 15 20 24 2 Conc. Pt. (Ibs) L 09-06-00 09-06-00 Top 425 nla Controls Summary Value %Allowable Duration Case Location Pos. Moment 4978 ft -lbs 63.4% 115% 1 09-06-00 End Reaction 878 lbs 35.1% 115% 1 19-00-00 End Shear 857lbs 31.4% 115% 1 00-03-08 Total Load Deflection U759 (0.293") 31.6% n1a 1 09-06-00 Live Load Deflection U999 (0.109") n1a n1a 2 09-06-00 Max Defl. 0.293" 29.3% nla 1 09-06-00 Span / Depth 12.4 % Allow % Allow Bearing Supports Dim. (LxVV) Value Support Member Material 131 Wall/Plate 3-1/2" x 2-9/16" 877lbs n1a 35.1% Unspecified B2 Wall/Plate 3-1/2" x 2-9/16" 878lbs n1a 35.1% Unspecified Cautions Web stiffeners required at bearing B1. Web stiffeners required at bearing B2. Web Stiffeners are required at each bearing location. Notes Design meets Code minimum (U240) Total load deflection criteria. Design meets User specified (U480) Live load deflection criteria. Design meets arbitrary (1") Maximum Total load deflection criteria. Calculations assume member is fully braced. BC CALC® analysis is based on IBC 2012. Composite EI value based on 3/4" thick OSB sheathing glued and nailed to member. Design based on Dry Service Condition. Disclosure Use of the Boise Cascade Software is subject to the terms of the End User License Agreement (EULA). Completeness and accuracy of input must be reviewed and verified by a qualified engineer or other appropriate expert to assure its adequacy, prior to anyone relying on such output as evidence of suitability for a particular application. The output hen: is based on building code -accepted design properties and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with current Installation Guide and applicable building codes. To obtain Installation Guide or ask questions, please call (800)232-0788 before installation. BC CALCt1;1, BC FRAMER@ , AJSTM, ALLJOISTO , BC RIM BOARD-, BCI®, BOISE GLULAMTM, BC FloorValue® , VERSA -LAMA, VERSA -RIM PLUS®, W (� )Boise Cascade fir—= Single 18" BCl® 6500-1.8 DF !�J 033-191Existing Jst w 7,5 ton unit Wdl (Joist) BC CALLA Member Report Dry 11 span I No cant. 124 OCS I Repetitive I Glued & nailed May 23, 2019 13:37:39 Build 7082 Job name: File name: 033-19 Address: Description: City, State, Zip: Specifier: Builder: Designer: Garrett Oswald Code reports: ESR -1336 Company: Structural Soltulons, Inc. PASSED B1 19-00-00 132 Total Horizontal Product Length=19-00-00 Reaction Summary (Down / Uplift) (lbs) Bearing _ Live _ Dead Snow Wind Roof Live B1, 3-1/2" 723/0 380/0 B2, 3-1/2" 1217/0 380/0 Load Summary Live Dead Snow Wind Tag Description Load Type Ref. Start End Loc. 100% 90% 115% 160% 1 Standard Load Unf. Aren 0:11,11 L 00-00-00 19-00-00 Top 15 20 2 Unf. Lin. (Ib/ft) L 09-06-04 16-02-00 Top 206 Controls Summary value %Allowable Duration Case Location Pos. Moment 7419 ft -lbs 94.5% 115% 1 11-02-03 End Reaction 1597 lbs 63.8% 115% 1 19-00-00 End Shear 1576 lbs 57.7% 115% 1 18-08-08 Total Load Deflection U499 (0.446-) 48.1% n\a 1 10-01-12 Live Load Deflection U999 (0.109-) n\a n\a 2 09-06-04 Max Defl. 0.446" 44.6% n\a 1 10-01-12 Span 1 Depth 12.4 % Allow % Allow Bearing Supports Dim. (LAW)__ Value Support Member Material B1 Wall/Plate 3-1/2"x2-9116" 1103 lbs n\a 44.1% Unspecified B2 Wall/Plate 3-1/2" x 2-9116" 1597 lbs n\a 63.8% Unspecified Cautions Web stiffeners required at bearing B1. Web stiffeners required at bearing B2. Web Stiffeners are required at each bearing location. Notes Design meets Code minimum (U240) Total load deflection criteria. Design meets User specified (U480) Live load deflection criteria. Design meets arbitrary (1") Maximum Total load deflection criteria. Calculations assume member is fully braced. BC CALC® analysis is based on IBC 2012. Composite EI value based on 3/4" thick OSB sheathing glued and nailed to member. Design based on Dry Service Condition. Disclosure Roof OCs Live 125% 24 nla Use of the Boise Cascade Software is subject to the terms of the End User License Agreement (EULA). Completeness and accuracy of input must be reviewed and verified by a qualified engineer or other appropriate expert to assure its adequacy, prior to anyone relying on such output as evidence of suitability for a particular application. The output here is based on building code -accepted design properties and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with current Installation Guide and applicable building codes. To obtain Installation Guide or ask questions, please call (800)232-0788 before installation. BC CALC®, BC FRAMERV , AJS-, ALLJOISTe, BC RIM BOARDTm, BCI®, BOISE GLULAMTM, BC FloorValue® , VERSA -LAM®, VERSA -RIM PLUS@ , 16 PROJECT:1C)0 JOB NUMBER:—J5 CHecz MEC- 0Ah-'FCAL. UN 17 ` o,-, R -7U l0 -TDA &- T ooh sm,� ►MAX` (�li � W? ` foo VN 17rM.� (HxIn1xL) �i X yi xB6 ZC)Q s .6 3 *DSL jo,:, 3`%x 7z : 96D-.110 ; 1 CMAI(Lc✓la ) DESIGNED/CHECKED: DATE SCALE- SHEET NUMBER: �� OF I dSPEC RedSpecTM by Red BUiltTM v7.1.9 Project: Project Location: Folder: Folder Date: 5/24/19 10:53 AM Designer: Comment: DOUBLE 22" Red-I90"m @ 12" o.c. This product meets or exceeds the set design controls for the application and loads listed DESIGN CONTROLS % Design Allow. DOL Shear (lb) 57% -4134 7230 Snow(100%) Positive Moment (ft -Ib) 82% 29703 36150 Snow(100%) DEFLECTIONS (in) % Design Allow. Design Allow. Span Live 42% 0.686 1.633 L / 571 L / 240 Span Total 56% 1.225 2.178 L / 320 L/ 180 SUPPORTS Support 1 Support 2 Live Reaction, Critical (lb) (DOL9/o) 2042 (100) 2042 (100) Dead Reaction (lb) 1565 2092 Total Reaction (lb) (DOL%) 3607 (100) 4134 (100) Bearing Bottom Bottom Support Beam Beam Req'd Bearing, No Stiffeners (in) - - Req'd Bearing, Stiffeners (in) 1.75 1.75 SPANS AND LOADS Dimensions represent horizontal design spans. 32'- 8.0" Combination Pattern 1.OD+1.OS All Spans 1.0D+1.0S All Spans Combination Pattern 1.OD+1.OS All Spans 1.OD+1.OS All Spans Member Slope: 0/12 APPLICATION LOADS Type Units DOL Live Dead Partition Tributary Member Type Uniform psf Snow(100%) 20 15 0 12" Snow Roof Joist ADDITIONAL LOADS Type Units DOL Live Dead Location from left Application Comment Uniform plf Floor(100%) 0 176 29'-4.0" to 32'-8.0" Adds To Mechanical Unit Uniform plf Snow(100%) 105 79 0'-0.0" to 32'-B.0" Adds To Roof Load NOTES • Building code and design methodology: 2012 IBC ASD (US). • Continuous lateral support required at top edge. Lateral support at bottom edge shall be per RedBuilt recommendations. • Connect multiple ply members per RedBuilt'" Installation Guidelines. C:\Users\Garrett\Docu ments\RedSpec\Project 1. red Type: Type 5/24/2019 10:53:14 AM Project : Folder : Type Page 1 of 1 Pass/Fail PASS PASS Pass/ Fail PASS PASS The products noted are Intended for Interior, untreated, non -corrosive applications with normal temperatures and dry conditions of use, and must be installed in accordance with local building code requirements and RedBuilt•" recommendations. The loads, spans, and spacing have been provided by others and must be approved for the specific application by the design professional for the project. Unless otherwise noted, this output has not been reviewed by a RedBuilt'" associate. PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. RedBuilt'", RedSpec'", Red -I'", Red -145'", Red -145L—, Red -I58—, Red -I65-, Red-I65T-, Red -I90'", Red -1901-1'", Red-190HS'", Red -LTM, Red -LT", Red - W'", Red -S'", Red -M'", Red-HTM, RedLam'", FloorChoice— are trademarks of RedBuilt LLC, Boise ID, USA. Copyright © 2010-2018 RedBuilt LLC. All rights reserved. 1 ca 5/23/2019 U.S. Seismic Design Maps 1810 Pioneer Pkwy W, Springfield, OR 97477, USA Latitude, Longitude: 44.063041, -123.02672280000002 Shelley St Mckenzie Sew On The UPS Store loneer Plaza Walgreens OSH PD R St vf Safeway N CL Jack in the Box The Bow Rack _f. Luckydog Day 0. nli ra h+ ren r^ Map data 02019 Google https://seismicmaps.org 1 91 'i Shari's Cafe and Pies Little Caesars Pizza Go gle Date 5/23!2019, 8:07:14 AM Design Code Reference Document ASCE7-10 i Risk Category II Site Class D - Stiff Soil Type Value Description Ss 0.749 MCER ground motion. (for 0.2 second period) S1 0.393 MCER ground motion. (for 1.0s period) SMs 0.899 Site -modified spectral acceleration value SM1 0.634 Site -modified spectral acceleration value SDs 0.599 Numeric seismic design value at 0.2 second SA SD1 0.423 Numeric seismic design value at 1.0 second SA Type Value Description SDC D Seismic design category Fa 1.201 Site amplification factor at 0.2 second Fv 1.614 Site amplification factor at 1.0 second PGA 0.359 MCER peak ground acceleration FPGA 1.141 Site amplification factor at PGA PGAM 0.409 Site modified peak ground acceleration TL 16 Long -period transition period in seconds SsRT 0.749 Probabilistic risk -targeted ground motion. (0.2 second) SsUH 0.881 Factored uniform -hazard (2% probability of exceedance in 50 years) spectral acceleration SsD 1.5 Factored deterministic acceleration value. (0.2 second) S1 RT 0.393 Probabilistic risk -targeted ground motion. (1.0 second) Si UH 0.472 Factored uniform -hazard (2% probability of exceedance In 50 years) spectral acceleration. SID 0.6 Factored deterministic acceleration value. (1.0 second) PGAd 0.5 Factored deterministic acceleration value. (Peak Ground Acceleration) CRs 0.85 Mapped value of the risk coefficient at short periods CR1 0.832 Mapped value of the risk coefficient at a period of 1 s The Bow Rack _f. Luckydog Day 0. nli ra h+ ren r^ Map data 02019 Google https://seismicmaps.org 1 91 5/23/2019 MCER Response Spectrum 1.00 0.75 ro 0.50 0.25 0.00 0 U.S. Seismic Design Maps 5 10 Period, T (sec) — Sa(g) Design Response Spectrum 0.6 0.4 i 0.2 0.0 0 15 5 10 Period, T (sec) — Sa(g) 15 DISCLAIMER While the information presented on this website is believed to be correct, SE_AOC /OSHPD and its sponsors and contributors assume no responsibility or liability for its accuracy. The material presented in this web application should not be used or relied upon for any specific application without competent examination and verification of its accuracy, suitability and applicability by engineers or other licensed professionals. SEAOC / OSHPD do not intend that the use of this information replace the sound judgment of such competent professionals, having experience and knowledge In the field of practice, nor to substitute for the standard of care required of such professionals in interpreting and applying the results of the seismic data provided by this website. Users of the information from this website assume all liability arising from such use. Use of the output of this website does not imply approval by the governing building code bodies responsible for building code approval and Interpretation for the building site described by latitudeflongitude location in the search results of this webstie. https://saismlcmaps.org 2 6 PROPOSED SITE PLAN 1' = IIY-D' wEsz------------- ------------------ Y.- �ti N 195.95' +pzc V SITE NOTES (N) 6' DIA. CONCRETE FILLED BOLLARD C'1 J PROVIDE CONDUITS AT EACH LOCATION: DRIVE THRU SIGNAGF/ MENU/ ORDER BOARD AND CLEARANCE BAR FROM MAIN PANEL: REFER TO TENANTSCIRCURING CONFIGURATION5. SIGNAGE BY TENANT5 VENDOR. CONTRACTOR TO VERIFY TENANTS REQUIREMENTS AND FINAL SIGN LOCATIO55 WITH ARCHITECT. 01 (E) ELECTRICAL METER TENANT SPACE 'A' (STARBUCKS). 0 (N) HC PARKING SIGN WITH VAN PLACARD A5 REQUIRED. i (E) POINT OF CONNECTION TO (E) SANITARY 5EWER. (MAIN LINE 7'-6 DEPTH) PROVIDE CONCRETE WHEEL STOPS AT HANDICAP PARKING STALLS, TYP. � PROPOSED LOCATION FOR 24N) ELECTRICAL METERS: `J SEE ELECTRIf,AL 0i NEW LOCKABLE FENCED TRASH ENCLOSURE CI EXACT LOCATION W/ARCHI5UM D POINT OF CONNECTION: VERIFY Co) (N) ASPHALT PAVING: SEE CIVIL � PARKING STRIPING AND DIRECTIONAL ARROWS AS SHOWN; `' COORDINATE ARROWS AND OT MR. PROPRIETARY MARKINGS WITH TENANT IMPROVEMENT PIANS; SEE SHEET AO.3. _ 22 5 BIKE RACKS- FOR I O SHORT-TERMBIKE PSA NG SPACES ,13 (N - A511- : D,, N FO^, ENO L FOR 5ANI7ARY SEWER CONNECTION 44 (N) CONCRETE AT PATIO TO BE FLUSH W/ADJACENT (E) CONC.: SEE CIVIL 75 (E) WATER METERS; SEE AO.0 76 PROPOSED POINT OF WATER CONNECTION - I- UNDERGROUND DOMESTIC WATER LINE; SEE SLAB PLAN iT (N) POINT OF CONNECTION FOR SANITARY SEWER TO TENANT SPACE �B (N) 5'-0' X 5'-0' CONCRETE LANDING (N) 3' 0` WIDE CONCRETE WALK TO (E) WALK; FIELD VERIFY EXACT i9 LOCATION THAT WILL MAINTAIN MAXIMUM (E) LANDSCAPING ALONG EAST SIDE OF BUILDING (N) CONCRETE CURB (SHOWN DARK): SEE CIVIL 21 (N) PARKING LOT STRIPING WHERE REQUIRED (N) LANDSCAPING; 5EE LANDSCAPING PLANS ® (N) UGHT POLE; SEE ELECTRICAL 24 EXISTING MONUMENT SIGN ® (F) FIRE HYDRANT; PROTECT DURING DEMO AND CON5T. Q (E) LAN05CAPING TO REMAIN; PROTECT DURING CONSTRUCTION ® (E) CONCRETE CURB TO REMAIN; PROTECT DURING CONSTRUCTION ®APPROXIMATE LOCATION OF (E) ELECTRICAL TRANSFORMER; SEE ELECTRICAL @PROPOSED LOCATION OF (N) GAS METER AND POINT OF CONNECCTION �j TO TENANT 51 -ACE BF. Q(E) FOUNDATION TO REMAIN ON NORTH AND WEST PROPERTY LINES. 3I (E) CONC. WALKWAY TO REMAIN; SEE CIVIL a(E) PARKING LOT LIGHT TO REMAIN a (E) 5PRINKLEK CONTROLS 305BIKE -LPGK ,` TWO 7',,-A; 7 NS -' OR 2 ' ONG-:' RM, CDVERE:'• BIKE 3S PARKI ,G SPAS E5 UNI>ER (E) CANOPY , ACCs`: 'IBLE "AUTE'KATH F•'OM 5, .ORT.T`RM 51" PA- .L NG TO ':UiLDI IG; PR -,IDE CONC. 'P TO (' . PAVEL'ENT, T,.E CIVIL C••. PROVI DIF ECTION •I. SIGN E TO BIKE IARKIN . W/3"11 ETTER5; FEE-. RIO- ELEV. ION FINAL SITE PLAN . AIN i '; 2927 planner: Mark Mc echnie 4% % G � c� D4666 OF O N � O fY 6 I.Ir E J1 � 33 yp a DppT Z w ZL m 0 0 C m O U 3�1� N aD a w R REVISIONS BY N Cal . �T CLL A919 - PLOT DATE: ae.TaTs PHASE: DRAWN BY: TKF/CLL SHEET: A0.1 PROPOSED SITE PLAN Proposed TenanC'A' (Starbucks) signage area; provide conduR rq sign locatwn and coordo-ate .45-b= Ti plans - (Fa ATM machine and platform to be removed (dashedl T PARAPET ' �y II II ............ $90. pow } - r 'LL 0.F.F. (E) steel canopy to be removed WEST ELEVATION daE) boshed); patch as mq'd. to ma ch ",one'. 1/8' = 1'-0" Dnve-chru structure add2ion; finish w/stucco to match it) 7 c (N) wall nwumed d—twnal sign to (N) storefront w�ndowyenery __ i eke . arks L - •Goo. (_" Ictte: >) system; see Window Schedule Proposed Tenant W signage area; (N) storefront windows; proud- wnd- to -tin lonhon see Window Schedule— T.O. (E) PARAPET�a, }yv (N) storefront willow; _ see Window Schedule } Replace (EI steel Rush door/frame 6.0. GWO�� vq(N) lull-lifestorefrant door; b see Door 51hedule < AF.F. SOUTH ELEVATION y Proposed Terant'B' roofbw umt, typ. of 2: see Roof Plan Proposed Tenant'B' signage area centered over (E1 wnndow; provide conduit to sign Iocation r r---1 I I I I r EAST ELEVATION Proposed Tenant'A' (5tarbucks) signage a ea; proud- conduit to sign Ixahon and -nordmate wd5tarbucb Ti plans Replace (E) storefront window #(N) storefront entry system; see Doorh4mdow Schedules NORTH ELEVATION 1/9' = 1'-0" 1`0 VERIFY FULL SCALE (N) pipe bollard; see 5ite plan -- Proposed Tenant B' rooftop umt, typ. of 2: see Roof Plan Proposed Tenant'B' synage area centered btwn. (E) windows; prowde conduit to sign locatwn Mark McKechnie 16 or ,on F i T.O.kE)PARAPEry w REVISIONS BY FINAL SITE PLAN C�RRECr (E) xupper/rainwater leader. typ. LINO V Z ETA JAN I L1 S . € PLOT DATE 09.10.19 (N) dr—thru so—cure w/drwe 1hnao PHASE window: see floor Pian and Window 50_,. 5cd. planner: _ *��-r�� DRAWN BY. TKFICLL O SHEET: A.F.F. w A2.0 :1 ATM machine and vacuum tubes o be removed (dashed) � U O 0 N_ ELEVATIONS U ti x N O }7 ted' a O m w Ix 0 O BO, � O S z 1100 cc W (jam 2 ��V= �L)h� gcc O to y cc m y10 w ��r+ O.ri'. �O U to V to r! } N r N W N a O O V�y/l I� U 2 w 1. s[p] = a. T.O.kE)PARAPEry w REVISIONS BY FINAL SITE PLAN C�RRECr (E) xupper/rainwater leader. typ. LINO V Z ETA JAN I L1 S . € PLOT DATE 09.10.19 (N) dr—thru so—cure w/drwe 1hnao PHASE window: see floor Pian and Window 50_,. 5cd. planner: _ *��-r�� DRAWN BY. TKFICLL O SHEET: A.F.F. w A2.0 :1 ATM machine and vacuum tubes o be removed (dashed) � U O 0 N_ ELEVATIONS U ti x Proposed Tenantndu.arbucks) a O L signage; provide - coo u�t to ll sign Ixanan aco dmate O W w/Starbucks TI plain T.O.JE) PA*5,r O W t�^6� a B.O. CANOPY w W to �L)h� a�/ remain; (Eodnvedhrqn not p tett dunng —not- to y 1 (N) dove-ehru st—ftre fimsh wJsWcco to match (E); see Floor Flan to r! } W /rrr1T (Y') o W W O O V�y/l I� 1. 1-1 (E) ATM machine and pl tForm to be removed (dazhcd) O ¢ C P4 Q =a N -4 CA Z z D; i Approval Signature T.O.kE)PARAPEry w REVISIONS BY FINAL SITE PLAN C�RRECr (E) xupper/rainwater leader. typ. LINO V Z ETA JAN I L1 S . € PLOT DATE 09.10.19 (N) dr—thru so—cure w/drwe 1hnao PHASE window: see floor Pian and Window 50_,. 5cd. planner: _ *��-r�� DRAWN BY. TKFICLL O SHEET: A.F.F. w A2.0 :1 ATM machine and vacuum tubes o be removed (dashed) � U O 0 N_ ELEVATIONS GENERAL NOTES 1. ALL WORK SHALL HEIN CONFORMANCE WITHAM FEDERAL, STATE, AND LOCAL CODES. SPECIFICATIONS AND STANDARDS SHALL MEAN, AND ARE INTENDED TO BE, THE LATEST EDITION, AMENDMENT OR REVISION OF 5UCH REFERENCE STANDARD IN EFFECT AS OF THE DATE OF THE CONTRACT DOCUMENTS. APPLICABLE CODES INCLUDE BUT ARE NOT LIMITED TO THE FOLLOWING: 1.1. 2014 OREGON STRUCTURAL SPECIALTY CODE 1.2. 2014 OREGON PLUMBING SPECIALTY CODE 1.3. 2014 OREGON ELECTRICAL SPECIALTY CODE 1A. NATIONAL FIRE PROTECTION ASSOCIATION 2. WORK AND MATERIALS SHALL CONFORM TO THE PROVISIONS OF THE CURRENT "STANDARD SPECIFICATIONS FOR CONSTRUCTION", ODOT/AMERICAN PUBLIC WORKS ASSOCIATION (APWA), UNLESS OTHERWISE COVERED BY THE SPECIFICATIONS WRITTEN FOR THIS PROJECT OR THE CITY SPECIFICATIONS. 3. ALL WORK PERTAINING TO THIS PROJECT SHALL BE SUBJECT TO INSPECTION BY THE PROJECT ENGINEER ANWOR CITY ENGINEER. PRIOR TO ANY SITE WORK. THE CONTRACTOR SHALL CONTACT THE CITY AND PROJECT ENGINEER TO SCHEDULE A PRECONSTRUCT10N CONFERENCE 4. PRIOR TO ANY SITE DISTURBING ACTIVITY INCLUDING CLEARING, LOGGING OR GRADING, THE SITE BOUNDARIES & CLEARING LIMITS AS SHOWN ON THESE PLANS SHALL BE LOCATED AND FIELD IDENTIFIED SY THE PROJECT SURVEYOR AND ALL ESC MEASURES SHALL BE INSTALLED AS IDENTIFIED ON THE EROSION & SEDIMENT CONTROL PLAN. 5, ACOPYOF THESE APPROVED PLANS MUST BEON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 6. ALL SITE WORK IMPROVEMENTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THESE APPROVED PLANS, ANY DEVIATION FROM THESE PLANS WILL REQUIRE PRIOR APPROVAL FROM THE OWNER, ENGINEER AND APPROPRIATE PUBLIC AGENCIES PRIOR TO PERFORMING THE CHANGES IN THE FIELD. 7. ALL LOCATIONS OF EXISTING UTIUTIES SHOWN HEREON HAVE BEEN ESTABLISHED BY FIELD SURVEYOR OBTAINED FROM AVAILABLE RECORDS AND SHOULD THEREFORE BE CONSIDERED APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTILITY LOCATIONS SHOWN AND TO FURTHER DISCOVER AND AVOID ANY OTHER UTILITIES NOT SHOWN HEREON WHICH MAY BE AFFECTED BY THE IMPLEMENTATION OF THIS PLAN. THE CONTRACTOR SHALL CONTACT THE UNDERGROUND UTILITIE S LOCATION SERVICE (DIAL 811) AT LEAST TWO BUSINESS DAYS PRIOR TO CONSTRUCTION. THE APPLICANT OR HIS REPRESENTATIVE AND THE ENGINEER SHALL BE CONTACTED IMMEDIATELY IF CONFLICTS EXIST. S. THECONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARDS, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT THE LIFE, HEALTH AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK COVERED BY THE CONTRACT. 9. THE CONTRACTOR SHALL KEEP OFFSITE STREETS CLEAN AT ALL TIMES BY SWEEPING. STREET WASHING WILL NOT BE ALLOWED WITHOUT PRIOR CITY APPROVAL 10. THECONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS PRIOR TO INITIATING WORK. THE CONTRACTOR SHALL NOTIFY THE PROJECT ENGINEER WHEN CONFLICTS OCCUR BETWEEN THE PLANS AND FIELD CONDITIONS. CONFLICTS SHALL BE RESOLVED PRIOR TO PROCEEDING WITH CONSTRUCTION. REVISIONS SHALL BE FORMALLY APPROVED BY THE APPLICANTAND PROJECT ENGINEER PRIOR TO MAKING CHANGES IN THE FIELD. 11. UNLESS OTHERWISE NOTED, THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ANY UTILITY RELOCATIONS WITH UTILITY COMPANIES. 12. ALL NEW UTILITIES SHALL BE INSTALLED UNDERGROUND. 13, CONTRACTOR SHALL DOCUMENT AND RECORD FIELD CHANGES, PIPE INVERT, PIPE SLOPE, AND ANY OTHER CRITICAL AS -CONSTRUCT DATA AS -BUILT DRAWINGS AND FINAL REPORTS WILL BE REQUIRED BEFORE FINAL APPROVAL. 14. WORK IN CITY RIGHT-OF-WAY REQUIRES AN ENCROACHMENT PERMIT FROM THE LOCAL AUTHORITY. 15. WORK IN ANY STATE RIGHT-OF-WAY REWIRES A MISCELLANEOUS PERMIT FROM OREGON DEPARTMENT OF TRANSPORTATION. 16. APPROVED PERMANENT TRAFFIC CONTROL SIGNS AND MARKINGS WITHIN THE PUBLIC RIGHT-OF-WAY SHALL BE INSTALLED PRIOR TO FINAL APPROVAL. 17. DURING PROJECT CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN ALL TEMPORARY CONSTRUCTION SIGNS. TRAFFIC CONTROL SIGNS, DELINEATORS AND TEMPORARY MARKINGS AS REQUIRED. 18. ACCESS BY EMERGENCY VEHICLES SHALL BE MAINTAINED AT ALLTIMES DURING CONSTRUCTION. 19. ALL CLEARED AND GRUBBED MATERIAL SHALL BE REMOVED FROM THE CONSTRUCTION SITE AND DISPOSED AT AN APPROVED LOCATION. 20. ALL AREAS WITH ABANDONED UTILITY LINES. STORM DRAINS, UNDERGROUND TANKS, ETC. WHICH MAY PROVIDE VOID SPACE BENEATH THE SURFACE SHALL BE REMOVED. WHEN APPROVED BY THE ENGINEER THE VOID SPACE MAY BE FILED WITH APPROVED MATERIAL. ALL TANKS OR HAZARDOUS MATERIALS SHALL BE DEALT WITH IN ACCORDANCE TO ALL LOCAL, STATE AND FEDERAL LAWS. 21. PRIOR TO START OF CONSTRUCTION, THE CONTRACTOR SHALL VERIFY GRADES AT SAWCUT LOCATIONS AND MATCHING OF EXISTING GRADE LOCATIONS. 22. CONTRACTOR IS RESPONSIBLE FOR ANY ASPHALT GRINDING, OVERLAY AND SLURRY SEAL ALL SPECIFICATIONS SHALL COMPLY WITH ALL LOCAL AUTHORITY REQUIREMENTS. 93 - Know whes -10bW. Call berme you dna SE 1/4 OF SEC. 27, T.17S., R3W., W.M. LANE COUNTY, OREGON GRADING NOTES 1. DEQ 1200-C PERMIT IS NOT REQUIRED. 2. UNLESS DIRECTED OTHERWISE, REMOVE CLEARED AND GRUBBED MATERIAL FROM THE SITE AND DISPOSE AT AN APPROVED LOCATION. 3. PRI OR TO THE START OF CONSTRUCTION, VERIFY GRADES AT SAWCUT LOCATIONS AND MATCHING OF EXISTING GRADE LOCATIONS. 4. MINIMIZE TRAFFIC ON SOIL AREAS DURING WETWEATHER. IF THE SITE SOILS ARE EXPOSED DURING WET WEATHER, THE USE OF CRUSHED ROCK PLACED AS ENGINEERED FILL IN THE BOTTOM OF THE EXCAVATIONS MAY BE NECESSARY TO PROTECT THE SUBGRADE. TAKE ALL PRECAUTIONS TO LIMIT SURF ACE DISTURBANCE AND PROTECT THE SITE GRADING AREA FROM EROSION AND RUNOFF. S. UNLESS OTHERWISE NOTED, THE SAMPLING AND TESTING OF MATERIALS FOR USE ON THE JOBSITE SHALL BE AT THE EXPENSE OF THE CONTRACTOR. ALL TESTING OF MATERIALS AND WORKMANSHIP SHALL BE PERFORMED BY A CERTIFIED TESTER RESULTS OF THE TESTS SHALL BE SENT DIRECTLY TO THE PROJECT ENGINEER AS WELL AS THE CONTRACTOR, BY THE LABORATORY. LOCATION AND FREQUENCY OF TESTS SHALL BE DESIGNATED BY THE GENERAL CONTRACTOR. 6. ALL CUT AND FILL SLOPES SHALL BE MAXIMUM OF 2:1. STORM DRAIN NOTES 1. ALL STORM SEWER PIPE SHALL MEET THE OREGON STATE PLUMBING SPECIALTY CODE. 2. ALL PIPE SHALL BE PLACED ON STABLE EARTH, OR IF IN THE OPINION OF THE PROJECT ENGINEER THE EXISTING FOUNDATION IS UNSATISFACTORY, THEN IT SHALL SE EXCAVATED BELOW GRADE AND BACKFILLED WITH A GRAVEL MATERIAL TO SUPPORT THE PIPE 3. THE BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A LOOSE AVERAGE DEPTH OF 6', MAXIMUM DEPTH 8"-9', THOROUGHLY TAMPING EACH LAYER. THESE COMPACTED LAYERS MUST EXTEND FOR ONE DIAMETER ON EACH SIDE OF THE PIPE OR TO THE SIDE OF THE TRENCH. MATERIALS TO COMPLETE THIS FILL OVER PIPE SHALL BE THE SAME AS DESCRIBED. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADJUSTING ALL MANHOLE, INLET AND CATCH BASIN FRAMES AND GRATES TO GRADE JUST PRIOR TO PAVING. S. UNLESS OTHERWISE NOTED, ALL STORM SEWER PIPE SHALL BE CORRUGATED POLYETHYLENE PIPE: THE MATERIAL SUPPLIED UNDER THIS SPECIFICATION SHALL BE HIGH-DENSITY CORRUGATED POLYETHYLENE SMOOTH INTERIOR PIPE AND SHALL BE MANUFACTURED IN CONFORMITY WITH THE LATEST AASHTO SPECIFICATIONS. COUPLERS SHALL COVER NOT LESS THAN ONE FULL CORRUGATION ON EACH ANNULAR SECTION OF PIPE. S. CULVERT ENDS AT OUTFALLS SHALL BE BEVELED TO MATCH SIDE SLOPES. FIELD CUT OF CULVERT ENDS IS PERMITTED WHEN APPROVED BY THE CITY ENGINEER OR HIS DESIGNATED REPRESENTATIVE. CULVERT OUTFALLS SHALL BE RIPRAPPED WITH A PAD MINIMUM OF 1T THICK, EXTENDING MINIMUM OF 6' FROM DISCHARGE POINT. 9. ALL STEEL PIPES, CULVERTS, TANKS AND OTHER STEEL PARTS OF ANY STORM DRAINAGE SYSTEM SHALL BE GALVANIZED OR HAVE A TREATMENT 1 ASPHALT COATING OR BETTER AS SPECIFIED IN THE COOT STANDARD SPECIFICATIONS. ALUMINUM AND CONCRETE PIPES AND STRUCTURES DO NOT REQUIRE A TREATMENT I COATING. 10. STORM WATER RETENTIOWDETENTION FACILITIES. STORM DRAINAGE PIPE AND CATCH BASINS SHALL BE FLUSHED AND CLEANED PRIOR TO CITY ACCEPTANCE. 11. ALL PIPES SHALL HAVE A MINIMUM OF I2"COVER AT THE TOP OF THE BELL. OR SHALL HAVE MINIMUM COVER PER THE MANUFACTURER'S SPECIFICATIONS. WHICHEVER IS GREATER 12. CATCH BASIN STATIONS AND OFFSETS ARE MEASURED TO CENTER OF GRATE. 13. 100 -FT MAX LINEAR RUN BETWEEN CLEANOUTS.135- MAX AGGREGATE HORIZONTAL CHANGE IN DIRECTION WITHOUT CLEANOUT. SANITARY SEWER NOTES 1. SANITARY SEWER WORK SHALL MEET THE OREGON STATE PLUMBING SPECIALTYCODE 2. NOTIFY ENGINEER IF ANY EXISTING ONSITE SEWER LATERALS ARE FOUND. UTILIZATION OF SUCH LATERALS IS SUBIECTTO COMPLETION OF TV INSPECTION, DYE TEST, AND APPROVAL OF LOCAL AUTHORITIES. ABANDON EXISTING LATERALS NOT UTILIZED PER LOCAL AUTHORITY STANDARDS. 2. 100FT MAX LINEAR RUN BETWEEN CLEANOUTS. 135' MAX AGGREGATE HORIZONTAL CHANGE IN DIRECTION WITHOUT CLEANOUT. Ctl4a11005E E 1 0 �� Bumex V PBe, aNpm f' CKEl�Rf GIY umT Lpxcwm WASH IN TON I.uRopK D NEO PO D LwJJs H cm ✓ SALEM u CRANE b " PROJECT OREGON LOCATION 1�� wnm C OH Nm waa Bm4EaK& aunxs wrs rass Ru+cnax s Kuur,1H F1115 CALIFORNIA 5 z NEVADA LOCATION MAP NOT TO SCALE PAVEMENT MARKING NOTES 1.ALL STRIPING AND SIGNAGE SHALL BE PER MLITCD STANDARDS ORAS DIRECTED BYTHE LOCAL AUTHORITY. 2. ALLSTRIPINGAND MARKINS INSIDE PUBLIC RIGHT OF WAY SHALL BE PER LOCAL AUTHORITYSTANDARDS. 3. ALL STRIPING SHALL MEET ADA REQUIREMENTS. ADA NOTES 1. ALL ADA ACCESSIBLE FACILITIES SHALL BE INSTALLED PER THE CURRENT ADA REQUIREMENTS. 2. ITB THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THATT14E ACCESSIBLE PATH OF TRAVEL COMPLIES WITH AMERICAN DISABILITIES ACT AND ALL LOCAL CODES. 3. THE ACCESSIBLE PATH LA OF TRAVEL AS INDICATED ON PNS IS A BARRIER FREE ACCESS ROUTE WITHOUT ANY ABRUPT LEVEL CHANGES EXCEEDING K' BEVELED AT 1:2 MAX SLOPE, OR VERTICAL CHANGES NOT EXCEEDING X- MAX AND AT LEAST 48' WIDE. SURFACE IS SUP RESISTANT, STABLE, FIRM, AND SMOOTH. CROSS SLOPE DOES NOT EXCEED 2% AND SLOPE IN THE DIRECTION OF TRAVEL IS LESS THAN 5% UNLESS OTHERWISE NOTED. qo !. PROJECT LOCATION 40, xweroa �, �rFme• ,•AY•RC v YSpring/iBla VICINITY MAP NOT TO SCALE LEGEND AND ABBREVIATIONS �- EXIST. FIRE HYDRANT + FIRE HYDRANT D4 EXIST. WATERVALVE WATER VALVE cm EXIST. BLOW OFF m WATER METER ® EXIST. WATER METER ❑ BACKFLOW DEVICE Sxa EXIST. HOSE BIB D IRRIGATION WATER METER ®e^' EXIST. IRRIGATION VALVE ® AIR RELEASE VALVE v EXIST. AIR RELEASE VALVE m SLOWOFF DEVICE ASSEMBLY O EXIST. STORM DRAIN MANHOLE END PLUG Oe EXIST. CLEANOUT TEE EXIST. SANITARY SEWER MANHOLE mO SANITARY SEWER CLEANOUT OS MONUMENT ® SANITARY SEWER MANHOLE D PROPERTYCORNER 0- STORM DRAIN CLEANOUT CONTROL POINT ® STORM DRAIN MANHOLE v SIGN (TRAFFIC, INFORMATION) A ® CATCH BASIN INLET LIMB MAILBOX ® CURB INLET 80LlARD ® STORM DRAIN CONTROL STRUCTURE ��i( T�� jd'l DECIDUOUS TREE © ELECTRIC BOX CONIFER TREE TRAFFIC SIGNAL LIGHT STREETLIGHT EXIST. SANITARY SEWER y� TK LIGHT v m v m EXIST. STORM DRAIN POWER POLE vwv v.m EXIST. WATER (- GUIDEWIRE a c..s v cs EXIST. GAS © GAS METER v cmc v BEc EXIST. ELECTRIC GAS VALVE vow EXIST. OVERHEAD POWER ® TELEPHONE RISER v EXIST. TELEPHONE O TELEPHONE MANHOLE v rac a rB - EXIST. FIBER OPTIC FS FINISH SURFACE EXIST. CURB AND GUTTER (00.00) EXISTING ELEV. - - - - - - - EXIST. CENTERLINE 00.00 FINISH ELEV. - EXIST. RIGHT OF WAY CF CURB FACE ---------1390---------- EXIST. CONTOUR TC TOP OF CURB 1398 PROPOSED CONTOUR GL GUTTER LINE - - EXIST. EDGE OF PAVEMENT FL FLOW LINE CHAIN LINK FENCE OB DITCH BOTTOM -x -e -r -a -r- BARB WIRE FRANC BM BENCHMARK a SANITARY SEWER AC ASPHALT CONCRETE ® STORM DRAIN D/W DRIVE WAY WATER R/W RIGHT OF WAY ..- GAS SW SIDEWALK eue rue- ELECTRIC GB GRADE BREAK CURB AND GUTTER FFE FINISH FLOOR ELEV. ---------- PROPOSED RIGHT OF WAY FG FINISH GRADE FLOW LINE TYP TYPICAL --- --- PROPERTY LINE TOW TOP OF WALL BOW BOTTOM OF WALL eaPvwcxrmz016 Power Fmsmeeans am coBmmx9•uc. misa«umem.exa me He.eam aesym me«PoreLea �aran.uan meBxmenlaPOT..eeioxa eevico,eneF remain m. PrewMaPowef EngiraearN arm c«mrNB9•am urwlm arePmau®a, P,mien.a,«,aea in wlwle«;n PeK mrem xN«PrMVY«wmxee wmaxr me x.Pre®.�6mn aume,Awlm of Pared E�mmwm9ana e«aUnnP, ue. CIVIL DRAWING INDEX: CIA GENERAL NOTES, LEGEND ABBREVIATIONS C2.0 EROSION CONTROL NOTES AND DETAILS C3.0 GRADING,PAVING ANDUTILITIES C4A STANDARD DETAILS a Wm. Z W 2 W Ix IL Q Z Y a a O Z 2 JOB NO. C1.0 19-007 GENERAL f Know d C I beioreu fig. p1oNgER p pR►tY� AY W gST / �! 4 l L s L EXISTING BUILDING .v 4558 SF 1 J 1 r ar ; I. 1. I c ,t.'..q.. Ilk T x f EX, BUILDING ON - PROPERTY LINE EROSION AND SEDIMENT CONTROL PLAN SCALE: SCALE: 1'=20'-0' 0 20 40 1— 217 SE 1/4 OF SEC. 27, T.17S., R3W., W.M. LANE COUNTY, OREGON ESCP RESPONSIBILITY IT IS THE INTENT OF THIS TEMPORARY EROSION AND SEDIMENT CONTROL PLAN THAT STORM WATER RUNOFF BE CONTROLLED AT ALL TIMES TO PREVENT SOIL EROSION AND TO MAINTAIN WATER OUAUTY. ANY AND ALL MEASURES NECESSARY TO DO SO SHALL BE EMPLOYED BY THE CONTRACTOR. 1. REGARDLESS OF SITE,WEATHER, SOIL OR OTHER CONDITIONS, THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR ENSURING THAT EROSION DOES NOT OCCUR ON THE SITE AND THAT POLLUTED OR SILT -LADEN RUNOFF DOES NOT LEAVE THE SITE OR ENTER INTO ANY CREEK, STREAM, WETLAND OR WATER BODY ON THE SITE. 2. BEYOND THE MINIMUM REQUIREMENTS SHOWN ON THIS PLAN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SELECTING AND IMPLEMENTING APPROPRIATE METHODS, 'BEST MANAGEMENT PRACTICES' (BMPS). FOR STORM WATER TREATMENT AND CONTROL THAT MEET THE REQUIREMENTS OF THE STATE AND LOCAL JURISDICTION. 3. THE CONTRACTOR SHALL REPORT ALL WATER QUALITY CONCERNS AND ACTIVITIES TO THE PROJECT ENGINEER IN THE EVENT THAT THE INSTALLED WATER QUALITY CONTROL MEASURES ARE INEFFECTIVE AT CONTROLLING EROSION AND SEDIMENT, THE CONTRACTOR SHALL IMMEDIATELY REPORT TO AND CONSULT WITH THE PROJECT ENGINEER TO FIND AN APPROPRIATE REMEDY. ALL CONSTRUCTION ACTIVITIES, WITH THE EXCEPTION OF EROSION AND SEDIMENT CONTROL MEASURES, SHALL CEASE UNTIL SUCH TIME AS THE WATER QUALITY IS BROUGHT UNDER CONTROL. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MONITORING WEATHER FORECASTS AND ANTICIPATING STORM ACTIVITY AND SHALL SCHEDULE ALL PROJECT ACTIVITIES IN ANTICIPATION OF THE WEATHER. 5. ALL SUPPLIES AND MATERIALS NECESSARY FOR IMPLEMENTING BMPS SHALL BE STORED ON SITE AND SHALL BE IMMEDIATELY AVAILABLE FOR USE. SUCH SUPPLIES AND MATERIALS SHALL INCLUDE, BUT NOT BE LIMITED TO, STRAW BALES OR OTHER MULCHING MATERIAL. SILT FENCING AND STAKES, FILTER FABRIC, B. DURING AND AFTER RUNOFF PRODUCING STORM EVENTS, CONTRACTOR SHALL MONITOR ALL EROSION CONTROL MEASURES AND SHALL PRIORITIZE IMPLEMENTATION AND MAINTENANCE OF EROSION AND SEDIMENT CONTROL MEASURES ABOVE ALL OTHERS. EXISTING BUILDING ESC LEGEND INSTALL CONCRETE WASH OUT PER mmmmmommil DETAIL 1 Q (LOCATION APPROXIMATE, AND MAY 221 N. Central ntral Ave., PMB 221 BE ADJUSTED BY CONTRACTOR AS Medford, OR 57501 NECESSARY DURING CONSTRUCTION) INSTALL INLET PROTECTION PER 541.613.0723 Phone DETAIL RD1010 rl sTAKE(TYP) STANDARD STRAW SALE(TYP) SIZE VARIES BASED _ ON PROJECT NEEDS 4 � •. PLAN VIEW STAPLE PLASTIC LINING TO BAIESWRH6•LONGxr WIDE STANDARD 1M• DIA STEEL WIRE STAPLES. STRAW— (2 STAPLES PER BALE) 10 MIL POLYETHYLENE PLASTIC LINING 2.2 WOOD ST,IRE8 (2 PER BALE 4 DRIVEN SECTION A ITMINAWOSOIL CONCRETE WASHOUT SCALE: NTS Q SEDIMENTIADEN WATER DO NOT LEAVE THE SITE. mmmmmommil S. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF Q CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT.AD 221 N. Central ntral Ave., PMB 221 MEASURES MAY BE REQUIRED TO INSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. Medford, OR 57501 6. INSTALL SUPPORTED SEDIMENT FENCE WHERE SHOWN ON THE PLANS. 7. DUST CONTROL MEASURES SHALL BE IMPLEMENTED AS NEEDED. APPLY WATER TO ACTIVE 541.613.0723 Phone AREAS AS REQUIRED TO MINIMIZE DUST. AVOID OVER WATER DURING SUCH PRACTICE. e. INSPECTIONS SHALL BE PERFORMED A MINIMUM OF ONCE EVERY TWO WEEKS ON INACTIVE SITES, ONCE A WEEK DURING THE WET SEASON AND ACTIVE SITES, AND WITHIN 24 HOURS OF WLAN SIGNIFICANT STORMS (.251NCHESF24 HOUR, OR WHERE RUN-OFF IS GENERATED). 9 EROSION CONTROL MEASURES SHALL REMAIN IN PLACE UNTIL FINAL STABILIZATION. FINAL ER N L STABILIZATION MEANS ALL DISTURBED AREAS OF THE SITE ARE VEGETATED OR OTHERWISE FJ� PRO+'fs S PERMANENTLY STABILIZED. 10. STOCKPILES SHALL BE PROTECTED WITH SECURE PLASTIC COVERS. AND PLACE IN SUCH A y'e 47�1P o MANNER TO NOT POND WATER ON THE UPSLOPE SIDE OF THE STOCKPILE. 11. ESTABLISH LANDSCAPING AS SOON AS PRACTICAL FOR LONG-TERM EROSION CONTROL 25PE g 12. A COPY OF THIS PLAN SHALL BE RETAINED ON-SITE. 13. WHEN TRUCKING SATURATED SOILS FROM THE SITE, WATERTIGHT TRUCKS SHALL BE USED ORLOADSSHALLBEDRAINED ONSITE UNTIL DRIPPING HAS BEEN REDUCED TO MINIMIZE E00N1.T,v SPILLAGE ON ROADS. CL EXPIRES 12/JI /20 WET WEATHER CONSTRUCTION VERIFYSCALES THE EXISTING SURFACE SOILS ARE EXPEC I ED TO BECOME SOFT AND WEAK IN ADVERSE WEATHER IF THE SUBGRADES ARE SOFT DUE TO ADVERSE WEATHER, SOME ADDITIONAL OVEREXCAVATION OF SUBGRADES AND BACKFILLING WILL BE REQUIRED AND THE EXTENT OF THIS EXTRA WORK WILL NEED TO BE DETERMINED AT THE TIME OF CONSTRUCTION. THE EARTHWORK SHOULD BE PERFORMED DURING THE WARM DRY MONTHS OF THE YEAR TO FACILITATE CONSTRUCTION AND MINIMIZE CHANGE ORDERS. THE GRADING CONTRACTOR SHALL TAKE ALL PRECAUTIONS TO LIMIT SURFACE DISTURBANCE AND PROTECT THE SITE GRADING AREA FROM EXCESSIVE RUNOFF EROSION. GEOIQT! IRIM REMFSNIAGGRREMTE-TYPE2 PREFABRMTED FILTER INSERT-1YPE3 awe. rrtu u ,•,•w••• r.n,s„=rr.ry ey .r+e ax[Apanl HAx AarA xuw RRSRemY vxw gIRB NIETSEOx1HM DAM-TYPEJA mM—RmNLNfW CDmP=POSTFlLlFR BOCK OR WATRE-TYPE7 x,...srw....,.. r •.+Y e,rrr.sa..�++�n..r,.e....r,.werd, COPYRIGHTm201e PswA Englneeanp ens ComuNnp.LLC. nisd«umentend Ne Bes—Adesen,exory«abdheMln, seen FsWmerld soresunal eervka, hell maint,p MM.IPmd EnEbeeanE.rd CamulSnq. mlalsmllo b—Proaueed, puNNMd,«usedirwhok«m pan Me expasswa6en suun bin olPowaO Eigneeftwd Co,"q.LLC. SODPRMECIION-TYPES oREGGxsrAxwrooRAwpx pr„rary.vQtp�,µxw. INLET 0772 I1. TYPE a.3.AT. dG.nass ew... a r Z W 2 LUIL 0 J (7 Z Y It 0 Z 2 JOB NO. C2.0 19-07 1 ESC PLAN Z Q WLAN e CL Know whets 00 Call berate _oe1� LIGHT POLE PER ARCH. END CURB AT FACE OF ENCLOSURE P`ONEgR PARK�pY VEST EX. BUILDING ON PROPERTY LINE SE 1/4 OF SEC. 27, T.17S., RM, W.M. LANE COUNTY, OREGON KEYNOTES • ROADWAY NOTES: ---- _---- _--------------------- Rt SAWCUT.REMOVE. AND HAUL OFF EXISTING ASPHALT AS SHOWN FOR I I CONSTRUCTION. APPLY TACK S SAND SEAL FOR AC PAVEMENT. _____--�_____________—_-__- .......... .... REMOVE ANDREMOVE LOA EXISTING OHNE UTTER NEAREST EXISTISIDEWNG OI 1 � K. SELECT REMOVE LOCATION BASED ON NEAREST EXISTING JOINT. `.1 O CONSTRUCT STANDARD CURB, PER DETAIL 1. SHEET C4.0 '(( O CONSTRUCT CURB AND GUTTER, PER DETAIL 1. SHEET C4.0 1 CONSTRUCT CURB RAMP WITH TRUNCATED DOME PLATE. MATCH pOME COLOR WITH EX. CURB RAMPS TO THE NORTH. 1:12 MAX 11 RAMP SL0PE. SEE OREGON STND DWG 755 FOR GENERAL DESIGN 14 - REQUIREMENTS. 1`� 11x11 r �f 1, O REMOVE AS NECESSARY EXISTINGASPHALT. RE -COMPACT EXISTING AGGREGATE BASE MATERIAL TO 95% RELATIVE DENSITY. EXISTING BUILDING PLACE 3' NEW ACP IN 2' LIFTS. SEE DETAIL ON C4.0 1(` 1�� 14' .III R6 4558 SF �` R7 INSTALL ASPHALT PAVING PER DETAIL ON SHEET 00 GRIND AND OVERLAY EXISTING ASPHALT IN ADA SPACES AS NECESSARY ` 1111; 11,1; R8 TO ENSURE NO SLOPES STEEPER THAN 1.5% IN ANY DIRECTION. INSTALL PAVEMENT MARKING (WHITE) WHERE SHOWN COORDINATE WITH OWNER FOR PAINTING SPECIFICATIONS. • INSTALL ADA SIGNAGE AT ADA SPACES, PER ARCH AO.1 . Vi 11 INSTALL TRASH ENCLOSURES PER ARCH ALTA. INSTALL TRUNCATED I I 82 DOMES FULL WIDTX OF `1 ii REMOVE AND REPLACE TRAFFIC ARROW. ACCESS AISLE. � ®7 EXISTING STRIPING TO BE OBLITERATED. l „11 I REMOVE EXISTING, WHEEL STOP. ----- - Ae6`_ _.. - CO IX. CURB 11 1 REMOVE E%ISTING TRASH ENCLOSURE --- r TO REMAIN. ____ PROTECT IN PLACE CONCRETE SIDEWALLCO PROTECTCONCRK SECTION PER DETAIL ON C4.0, IN PLACE IF FEASIBLE OR STALL NEW _ ___ ;•tie __ r '1 ASPHALTFLUSH WITH TO AT INSTANEW REINFORCED CONCRETE PAD PER DETAIL ON 14.0. ,\\\ 1 LL ADA AISLE CONTRACTOR TO REMOVE EXISTING BUILDING SLAB AND RETAIN ,•! I i ; ` 11111110 ® EXISTING FOOTING STEM WALL. RE -PURPOSE FOOTING STEM WALL 11 TO ACT AS PARKING LOT RETAINING WALL TOP OF FOOTING STEM , WALL SHALL BE B' ABOVE NEW ASPHALT GRADE TO ACT AS A CURB. RB a ; II CONSTRUCT NEW CONCRETE SIDEWALK PER DETAIL ON C4.0. INSTALL TRUNCATED DOMES ON E. CURB RAMP. PLAN VIEW -GRADING, PAVING & UTILITY IMPROVEMENTS SCALE: SCALE: 1'=10'-0' IX STORM DRAIN TO REMAIN. DRAINAGE NOTES: OCONSTRUCT INFILTRATION RAIN GARDEN PER DETAIL 1 ON C4.1. D7 SEE LANDSCAPE FOR PLANTING AND IRRIGATION. /"sl D2 EX. CATCH BASIN TO REMAIN. 1 1 D3 CAP AND ABANDON IX. CLEANOUT. OCONSTRUCT CURB OPENING AND PROVIDE RIP RAP PAD TO BOTTOM OF RAIN GARDEN. D5 INSTALL W OVERFLOW RISER AT ELEVATION 2' BELOW TOP OF CURB. CONNECT OVERFLOW PIPE TO EX. CB AS SHOWN. D6 INSTALL 25 LF OF 6- SCH 40 PVC STORM DRAIN PIPE 0 1.0% MIN. SLOPE. i SANITARY SEWER NOTM I` S7 INSTALL 4•S HC 40 PVC SEWER LATERAI.SLOPE=1.0%MIN. S2 INSTALL CLEANOUT PER DETAIL ON SHEET C4.0 w. j�.III'jI(I/n�{'III 33 ADJUSTCLEANOUTTOGRADE. Y V –ALT TRASH ENCLOSURE WASHOUT DRAIN (PER LYNCH CATCH BASIN ON SHEET O C4.0) `r ii S5 ABANDON IXISTNG SEWER LINE IN PLACE. IX. INFILTRATION SWALE �-- TO BE UTILIZED FOR PROPOSED STORMWATER RUN OFF. g6 PROTECT EXISTING SEWER LINE IN PLACE D 10 20 V=1P COPYRIGHT02018P dE,ineedmend Coin NN,LLC. This d—..Kend the reel—nd designs IrwW ffieE h-. lnMum ,IproFeeArA undm. Mall ramal, Bre Mpedyal Paved EWIneedn9 and Comfin9, aM is mlb ire rprodmW.WbOMed. or ul,ed"nw A, m In peA lw my oNer Frq—Wryesew lt,e ngnaev .nauNodradon a FP EM*—rIn9 end C—Alin9.LLC. 221 N. Central A—, PMB 221 Medford, OR 97501 641.613.0723 phone .w.,caaeN,nn.meFm,.wuN,� 4F'aC0 PROF6,� 425P E%PIRES: 12/SI/20 VERIFY SCALES I— Z Lu � W �LI e W I•5 e LL Z ^z IL OR LU O WO M` W Z 9� Z OC W C) n� 0 a M O CZ G ALL WORK SHALL BE IN CONFORMANCE WITH ALL FEDERAL STATE, ANOSOCIALCOOES. Z SPECIFICATIONS AND STANDARDS SHALL MEAN, AND ARE INTENDED TO BE, THE LATEST EDITION, AMENDMENT OR RWJSIN OF SUCH REFERENCE STANDAR- IN EFFER AS OF THE DATE OF THE CONTRACT DOCUMENTS, INCLUDING BUT NOT LIMITED TO TO FOLLOWING: DRAWN BY: TOP DESIGNED BY: TDP OP C. OREGON PLUMBING SPECIALTY CODE, 2014 EDITION (2009 UNIFORM PLUMBING ISSUE DATE: 12.17-2019 CODE, CHAPTERS I THROUGH 11,13,14,15 AND 16; AND APPENDICIES A, D, I. AND L; (2002 EDITION OF NFPA 99C WITH OREGON AMENDMENTS) 100% CO•S OFC: OREGON FIRE COOS. 2014 EDITION JOB NO. C3e0 NFPA: NATIONAL FIRE PROTECTION ASSOCIATION 101 LIFE SAFETY CODE, 2012 EDITION 19-007 GRD, PAVING UTILITIES PLAN NOTES: 1. SEE ARCHITECTURAL SITE PLAN FOR EXACT LOCATIONS OF ALL HORIZONTAL CONTROL IMPROVEMENTS AND SITE LIGHTING. O 2. SEE ARCHITECTURAL SITE PLAN FOR ALL ADDITIONAL SITE RELATED F IMPROVEMENTS NOT SHOWN ON THIS SHEET. INCLUDING TRASH 2 oA\ ENCLOSURE. STRIPING. SIGNAGE. ADA PARKING. ETC. q 3. SEE LANDSCAPE PLANS FOR DETAILS AND SPECIFICATIONS ON THE EX INFILTRATION SWALE PROPOSED NEW LANDSCAPE BEDS AND ASSOCIATED IRRIGATION AND p — TO BE UTILIZED FOR PROPOSED SLEEVES. m STQRMWATER RUN OFF. w APPLICABLE CODES 4F'aC0 PROF6,� 425P E%PIRES: 12/SI/20 VERIFY SCALES I— Z Lu � W �LI e W I•5 e LL Z ^z IL OR LU O WO M` W Z 9� Z OC W C) n� 0 a M O CZ G ALL WORK SHALL BE IN CONFORMANCE WITH ALL FEDERAL STATE, ANOSOCIALCOOES. Z SPECIFICATIONS AND STANDARDS SHALL MEAN, AND ARE INTENDED TO BE, THE LATEST EDITION, AMENDMENT OR RWJSIN OF SUCH REFERENCE STANDAR- IN EFFER AS OF THE DATE OF THE CONTRACT DOCUMENTS, INCLUDING BUT NOT LIMITED TO TO FOLLOWING: DRAWN BY: TOP DESIGNED BY: TDP OP C. OREGON PLUMBING SPECIALTY CODE, 2014 EDITION (2009 UNIFORM PLUMBING ISSUE DATE: 12.17-2019 CODE, CHAPTERS I THROUGH 11,13,14,15 AND 16; AND APPENDICIES A, D, I. AND L; (2002 EDITION OF NFPA 99C WITH OREGON AMENDMENTS) 100% CO•S OFC: OREGON FIRE COOS. 2014 EDITION JOB NO. C3e0 NFPA: NATIONAL FIRE PROTECTION ASSOCIATION 101 LIFE SAFETY CODE, 2012 EDITION 19-007 GRD, PAVING UTILITIES 1/2'R - Ir"mi _7"R OF ADA RAMPS ..��.y 3' MIN. DEPTH SW CRUSHED 7.T/4' AGGREGATE (TYP. ALL CURB STANDARD CURB 12"R -i .1"R e• 1w1� 112"R CURB AND GUTTER NOTES: 1. CONCRETE CURBS SHALL BE 30DO PSI MIN, ICL 3000),3-12- SLUMP IMAX.), DRIVEWAY OPENINGS SHALL BE 4000 PSI MIN. CL 4000)- 2. CURES ADJACENT TO PAVEMENT OR SIDEWALK SMALLHAVE EXPANSION AND/OR CONSTRUCTK)N JOINTS TO MATCH EXISTING PATTERNS. 3W EXPANSION JOINTS SMALL BE PLACED ON BOTH SIDES OF CATCH BASINS, AT TOPS OF DRIVEWAYS, ALL CHANGES INDIRECTION, AND AS DIRECTED BY THE INSPECTOR. CONTRACTION JOINTS TO BE PLACED AT 15' MAXIMUM SPACING. COMPACT SUBGRADE AND AGGREGATE TO 95% MAXIMUM DRY DENSITY (3' MIN. DEPTH). 3. CURB TO BE MEDIUM BROOM FINISHED, PARALLEL TO GUTTER UNE 4. WHERE MATCHING EXISTING CURBS, ALL EXISTING EDGES SHALL BE SAWCUT. @CURB STANDARD DETAIL C4.0 SCALE: NTS sSURFA." TAILEA _ TOP9gL Ofl '. h AS DIRECTED EXISTING BASE MATERIAL ! 2 INJ g. o. v 6 9 qDI g �Oo0 WOVEN GEOTEMILE At 21 TOP OF EUBORADE �� Campaded wp9nM �\% / � � '/ � �% •\`.�L. COMPACTED SUBGRADE. SUBGRADE SHALL 8E NOM. OwnE ER f 2A•MIN.� 2 DETAIL NOT USED C 2 SCALE: IS FINISH GRADE MULLTPLE INSTALLATIONS v� + DUIMETER MIN.9PACE BETWEEN APES j UP- u 48'T07Y ONEHALF(12) DIA MAPS NOTES: SEE GENERAL NOTE 3. 1. SUR FACING OF PAVED AREAS SHALL COMPLY WITH STREET CUT STD. ODOT RDS@. 2. FCRPIPEINSTKL MNINEMBANKMENTARE MERETHETRENCHMETHODWILLNOTBEUSEDANDWEP$PEISz36- DIAMETER, INCREASE DIMENSION W TO NOMINAL PIPE DIAMETER. 3. APE80VER72'DVUIETPRARESTRUCTLIRE3,ANDMENOTAPPLICABLETOTHISDRAWING. 4. SEE STD. COOT WSW FOR TRACER WIRE DETAILS (WHEN REQUIRED SE 1/4 OF SEC. 27, T.17S., R3W., W.M. LANE COUNTY, OREGON 4 4 TAILEA • f " AC INJ -12"OFAGGREGATE o. v 6 (3/4"-0" CRUSHED ROCK) �Oo0 WOVEN GEOTEMILE 25PE �� Campaded wp9nM �\% / � � '/ � �% •\`.�L. COMPACTED SUBGRADE. SUBGRADE SHALL 8E T PROOF ROLL TESTED seMce. shNlrmuM th prewMNPowN L3pinaedn9 mtlComulhle, erW is natkba reproNceq pubrMetl. or used in wholewmpmL ®00 ROCK BASE MATERIAL. 15 12 6 10 EXPIRES 12/31/20.1 13 16 6 12 VERIFY SCALES ELEVATION REMOVE WYE WHERE LINE 24 Oo0 30 IS 6 12 35 1. CLEANOUT ONLY TO BE USED WHEN AUTHORIZED BY CITY ENGINEER. 000 TRENCH FOUNDATION AS REQUIED 2. PIPE AND FITTINGS SHALL BE COMPATIBLE ONLY FACTORY FITTINGS SHALL BE USED. 46 3. CONCRETE TO BE COMMERCIAL GRADE CONCRETE (CGC) PER 2018 ODOT/OREGON APWA SECTION 00410.00 NOTES: SEE GENERAL NOTE 3. 1. SUR FACING OF PAVED AREAS SHALL COMPLY WITH STREET CUT STD. ODOT RDS@. 2. FCRPIPEINSTKL MNINEMBANKMENTARE MERETHETRENCHMETHODWILLNOTBEUSEDANDWEP$PEISz36- DIAMETER, INCREASE DIMENSION W TO NOMINAL PIPE DIAMETER. 3. APE80VER72'DVUIETPRARESTRUCTLIRE3,ANDMENOTAPPLICABLETOTHISDRAWING. 4. SEE STD. COOT WSW FOR TRACER WIRE DETAILS (WHEN REQUIRED SE 1/4 OF SEC. 27, T.17S., R3W., W.M. LANE COUNTY, OREGON 4 4 6" THICK3000 PBI CONCRETE PAVEMENT • f WITH 84 REBAR 12" AC O.C. EACH WAY -12"OFAGGREGATE BASE (3/4"-0" CRUSHED ROCK) - WOVEN GEOTEMILE 25PE FABRIC ON FIRMLY �� Campaded wp9nM �\% / � � '/ � �% •\`.�L. COMPACTED SUBGRADE. SUBGRADE SHALL 8E - - , PROOF ROLL TESTED seMce. shNlrmuM th prewMNPowN L3pinaedn9 mtlComulhle, erW is natkba reproNceq pubrMetl. or used in wholewmpmL PRIOR TO INSTALLING ROCK BASE MATERIAL. NOTES 1. THIS SECTION OCCURS ONLY IN THE TRASH AREAS AND LOADING LANE ONLY. 2. 3/4"-0" AGGREGATE BASE SHALL BE INSTALLED IN MAXIMUM 6" LIFTS AND MECHANICALLY COMPACTED TO MINIMUM 98% OF THE MAXIMUM DENSITY IN ACCORDANCE WITH THE AASHTO T-99 METHOD. 3. ADDITIONAL AGGREGATE SUBBASE SHALL BE INSTALLED IN MINIMUM W LIFTS AND MECHANICALLY COMPACTED TO MINIMUM 98% OF THE MAXIMUM DENSITY IN ACCORDANCE WITH THE AASHTO T419 METHOD. 4. JUST PRIOR TO PAVING, THE AGGREGATE BASE SHALL BE PROOF ROLLED WITH A LOADED DUMP TRUCK. AGGREGATES THAT DO NOT PASS PROOF ROLL TESTING SHALL BE REMOVED AND RECOMPACTED AND TESTED AGAIN. 5. JUST PRIOR TO INSTALLING AGGREGATE BASE ROCK THE SUBGRADE SHALL BE PROOF ROLLED. SUBGRADE MATERIAL THAT DOES NOT PASS PROOF ROLL TESTING SHALL BE REMOVED, INSTALL ADDITIONAL CRUSHED ROCK PER GEOTECHNICAL ENGINEERS RECOMMENDATIONS. PLAN •3'0 z J THICK CLASS -C- AC OVER 34 v 8• THICK (CCC) CONCRETE SUB. FIN. GRADE (SEE NOTE 3 BELOW) • .. TYPICAL CONCRETE SECTION C8.0 STALE: NTS 221 N. C.*Sl Ave., PMB 221 Medford, OR 97501 541.613.0723 phone xwxoa+NerDYieaVymL+Mu'P� PSE AC CASTING: INLAND FOUNDARY N0. 221 25PE OR APPROVED EQUAL 0 ECO.�Q - CCPYRIGHT02018PwUEMp.rbgmtlCa Wre,LLC. ThwtlxumeM, mtl NeNnseM tleslBns iMoryorNetl harem. esmnemmmt PlprofesNanel seMce. shNlrmuM th prewMNPowN L3pinaedn9 mtlComulhle, erW is natkba reproNceq pubrMetl. or used in wholewmpmL RY WYE WATER -TIGHT 1 FACTORY PLUG f3 • �� O D. p0'8 •�i11���; f• EXPIRES 12/31/20.1 VERIFY SCALES ELEVATION REMOVE WYE WHERE LINE IS EXTENDED GENERAL NOTES: 1. CLEANOUT ONLY TO BE USED WHEN AUTHORIZED BY CITY ENGINEER. 2. PIPE AND FITTINGS SHALL BE COMPATIBLE ONLY FACTORY FITTINGS SHALL BE USED. 3. CONCRETE TO BE COMMERCIAL GRADE CONCRETE (CGC) PER 2018 ODOT/OREGON APWA SECTION 00410.00 4. CLEANOUT ALLOWED ONLY WITHIN STREET OR ALLEY PAVED AREA WHERE MAIN IB TO BE EENDED. EXCEPTION MAY BE MADE FOR CITY OF SPRINGFIELD. M STANDARD CLEANOUT DETAIL w C4.0 SCALE: NR 2 G t� W Is UJ 112 -DEEP SURFACE(! L O eLL �z CONTRACTION JOINT Z 2 a orc W �N N 5'-0"MIN. --EXPANSION JOINT(j) �/� W W 0q W Z Y IL CONTRACTION JOINT EXPANSION JOINT O a W t. d o .1. P) /\i w 2 i Z 3' MIN. 3/4'-0 CRUSHED AGGREGATE SURFACE JOINT (T'P.) 4• CL 3000 CONCRETE 3" OF HMAC PAVING, 2 LIFTS. (LEVEL -2 -12"DENSE) NEW SIDEWALK S-0"MIN. NOMINAL JOINT SPACING - 8-Ryp,) G) SURFACE JOINT AT S. F -X. AGGREGATE BASE (VERIFY 6' MIN. DEPTH AND 2% ` VARIE� � CONTRACTION JOINT AT 15'. COMPACTION) • ® EXPANSION JOINT AT EX. AGGREGATE SUBBASE STRUCTURES, OBSTRUCTION, OR AS DIRECTED BY THE INSPECTOR, (VERIFY DEPTH AND COMPACTION) ' 3'GGREGATE MIN. (314'-0) CRUSHED A 4" MIN -TOP SO•.' NOTES: 1. CONCRETE SHALL BE 3000 PSI MIN. (CL 3000), 3 12- SLUMP (MAX.). 0 2. COMPACT SUBGRADE AND AGGREGATE TO 95% OF MAXIMUM DRY DENSITY (T MIN.). € NOTES 3. FINISH SHALL BE MEDIUM BROOM PERPENDICULAR TO PEDESTRIAN TRAFFIC UNLESS 1. AGGREGATE BASE AND SUBBASE SHALL BE INSTALLED IN MAXIMUM 6' LIFTS AND OTHERWISE DIRECTED. a MECHANICALLY COMPACTED TO MINIMUM 98% OF THE MAXIMUM DENSITY IN ACCORDANCE 4. 2' SMOOTH FINISH BORDER AROUND EACH SIDEWALK PANEL OR MATCH EXISTING BORDER. WITH THE AASHTO T-99 METHOD. 5. ALL EXISTING EDGES SHALL BE SAWCUT. �. 2. JUST PRIOR TO PAVING. THE AGGREGATE BASE SHALL BE PROOF ROLLED. AGGREGATES 6. CROSS SLOPE OF PLANTER STRIP SHALL BE 2%(TYP.) AND 4:1 (MAX). Q THAT DO NOT PASS PROOF ROLL TESTING SHALL BE REMOVED AND RECOMPACTED AND 7. ALL SIDEWALK REMOVAL AND REPLACEMENT SMALL BE JOINT TO JOINT. -y TESTED AGAIN. 8. STDEWALKREPLACEMENT AREAS SHALL BE ROCKED LEVEL AND COMPACTED UNTIL 3. JUST PRIOR TO INSTALLING AGGREGATE BASE ROCK THE SUBGRADE SHALL BE PROOFCONCRETE IS PLACED. ¢ ROLLED. SUBGRADE MATERIAL THAT DOES NOT PASS PROOF ROLL TESTING SHALL BE 9. WHEN SIDEWALK ABUTS CURB THERE SHALL BE A'TOOLED COLD JOINT' PLACES BETWEEN REMOVED AND ADDITIONAL CRUSHED ROCK INSTALLED. CURB AND SIDEWALK. SSUE DATE: 12-17.2019 TRENCH BACKFILL AND BEDDING DETAIL 100%CTYB JOB NO. C4.0 19-007 STANDARD DETAILS TYPICAL CONCRETE SECTION C8.0 STALE: NTS ATYPICAL ASPHALT SECTION 8 C4A SCALE: NTS -7 CONCRETE SIDEWALK DETAIL 7 C4.0 SGIE: NTS i5 C4.0 SALE: NTS - - CCPYRIGHT02018PwUEMp.rbgmtlCa Wre,LLC. ThwtlxumeM, mtl NeNnseM tleslBns iMoryorNetl harem. esmnemmmt PlprofesNanel seMce. shNlrmuM th prewMNPowN L3pinaedn9 mtlComulhle, erW is natkba reproNceq pubrMetl. or used in wholewmpmL kr amJ otlmr PmjeGapuryosav4lhouNhe awpiass wrKlen wHwcallon of Pawe1 En01nw4n9 antl ComJOrg,LLC. air cox oaths a. _ rw acral - �. ,R s� a�aac�aaen I. Provld•p ul •tiro hwnaawhcm coal Nuiptontwolop. and tow aMK in props ad bm.aion oma prior b, 111 5.pwQ: aroma r Wp• mownid tar V m 1.500 ay a al bnawWa oma, otherdee 4'mm. Pipng medal, amps ad after t•nsmm9m. and Institution nal foaaa lw Urdbrm plumbing Code. 2. Dlma,aoor aGvdag WW; .. rapm a— oedoe B mimmnend lr medium a. ter minmam u. Rail balsa led rem. 0. hm—d mpael or amended imW rayed). e SM. ws.of Rab Gardoo 3:1 maamum. a 0. Samaria: Vepeledwx Farpr IaMeeps pram ouwwl.• ralerm wad ad In a.InNbdeand,ged—ovalbalabwn SWMMA;pandhF. Numbwufpbniamperl"elftdgywaa: mvromane and rano. papalydws, a. 100 Ground Cows, OR Fnanm Rain GaMkor. mauimea•makxiar an •PPravad waarp,oaleaaer. b. BOGmmd Cavae,2larae SW,na49mY e....pe am 1 baea (dadmouaa aveprem) 4.derllar. 10. Wall wedad pea gaalwmrran mbmnMm nam a.G.edbwaem npuea uNe. elredrohaYlnfilham was and was, pal to growing m•dWm. ale ""o" ad dean ammo. 57 Juncus caucus RUSH, SOFT ROOTED CELL (9' POTS MIN.) b.INel •bvaaon mud ala,. tar 2'dm»bene, mmsn— CITY OF EUGENE, OREGON OEPARTMEW OF PUS `NORKS INFILTRATION RAIN GARDEN TwlrwLOErats SE 1/4 OF SEC. 27, T.17S., UK, W.M. LANE COUNTY, OREGON Rola Gardens O ralkb. and Maintenance Plans A vegetated Intf i rluma Rnbs or rola gads is a vegetated depression created by excavation, berms, or small dant w Im1• We Gtr .6wti rrn pow •.a of earface water until it percolates into the sail. The basin shall infllrnr acrrrrwrrcl wahm N hr.n. All facility components and vegetation shall be Inspected for rm fot aparartoxs end utruti'tursl mobility, at a minimum, quarterly for the first 2 years from the date of ilyvtatwa. _ urrea per rot lhcnarfic, and within 48 hours after each major stem event. The facility awacr na..r Lvrp p Ing rrcmdinp ail m.pr.inM dais, observetiom, and maintenance activities. The followin• n r3r rhall h in std and—alsined as stated: Basin Inlet shall assume unrestricted stormwater Row to the vegetated basin. • Sources of erasion shall be identified and controlled when native it is exposed or erosion channels re present • Inlet shall be cleared when conveyance capacity, is plugged a Rock splash r—. shall be re,loniahed to Met erasion. Embankment, Dikes, Berms and Side Slopes retain water in the infiltration basin. • Structural deficiencies shall be wanted upon discovery: a Slopes shall be stabilind using appropriate erosion control measures when soil is exposed/ Row channels are famdng. o Sources ofemston damI shall be identified and controlled. Overflow or Emergency Spillway conveys flow exceeding resenroir capacity to an approved stormwater receiving system. • Overflow shall be cleared when 25%ofthe conveyance capacity is plugged • Sources of erosion damage shall be identified and controlled when soil is exposed • Rocks or other mundu ml Shall be rrwlaned when ons, one le.. r of rock a sista. Filter Media shall allow deamwaler to percolate uniformly through the infiltration basic. If water remains 3648 hours aft& nornti sources of possible clagging shat[ be identified and ..caned. • Basin shall be inked and, if necessary, soil shall be excavated, and cleaned a replaced. • Infiltration area shall be =mtccrcd from con action during construction. Sedimmfl Basin Debris Management shall prevent loss of taraction basin volume caused by sedimentation. Gauges located at the opposite ends of the basin shall be maintained to monism sedimmttion. • Sediment and debris exceeding 3 inch in depth shall be removed every 2-5 years or sooner if ,r1,:tr1.1 is affected. Debris and WRer shall be removed ton enure stormwater infiltration and to prevent clogging ofoverflow drum and interference with plant growth. • Restricted soruces of sediment and debris, such as discarded lawn clippings, shall be identified and vented. Veg as shall be healthy and dem enough to provide filtering while protecting underlying soils from create.. a Mulch shall be replenished as needed to emus healthy plant growth • Vegeatian, large shrubs at and that limit access or imerf with basin operation shall be penned or moved • Gens shall be mowed to 4"-9" high and genas clippings shall M removed no lass than 2 dmcs per year. • Fallen leaves and debris from deciduous plant foliage shall be talked and mmawd if build up is damaging vegetation. • Nuisance or prohibited vegetation (such as blackberries or English Ivy) shall be removed when discovered. Invasive vegetation contributing up to 25% of v epation of all species shall be removed. • Dead ver:-�fim shall be removed to maintain less don 1045 oCeree coves -e or where infiltration Ap,—dix 3A-4 Page 15 of 31 EDSP Adopted December 03, 2012 PER ARCH. TOP RAIN GARDEN !li A�� I� ■� !� I� I► 4i I� I� Ita� SHRUBS PER SCHEDULE (TYP) OVERFLOW PIPE T. EX On PER 3.1 PLAN VIEW RAIN GARDEN PLANTING S' SCALE: SCALE: l"z4!-0r India function is impaired. Vegetation shall be replaced within 3 months, w immediately R required m wmrol cruan,n Spin Pmawdea m,v, lin •lN It Ir: exercised when handling substances that contaminate stemwater. Relwrs df dlubcua •tW3 be cerrencd as soon as identified. Tnlafag aa4/ar writs• guiduee information for operating and maintaining vegetated infiltration ins .hall be pravrd.d to all p,.Wy owners and tenants. A copy III O&M Plan shall be provided to an vrr —and trnanl.. Access m the infiroanan basic shall be safe and efficient. Egress and ingress routs sIW I be maintained to design standards. Roadways shall be maintained to accommodate sin and weight of vehicles, if aplicable. •Obstacles preventing maintenance personnel and/or equipment access to the infiltration basin shall be renmved. •Gravel or e., _d cover shall be added ifemsion occurs, e. •., due to vehicular or r o—r.ian traffic. Insects and Rodents &hall not be harbored in the infiltration basin. Pest control measures shall be taken when im-twoodems are found to be present • Ifa complaint is received or an inspection reveals that a stormwater facility is significantly infested With mosquitoes or other vectors, the property ow sedowncm or their designee may be required to eliminate the infestation at the City inspector's discretion. Control ofthe infestation shall be attempted by using first nonchemical methods and secondly, only those chemical methods specifically approved by the City's inspector. Acceptable methods include but are not limited to the following: 1. installation of predacious bird or ben nesting boxes. it. Alterations ofpond water levels approximately every four days in order m disrupt mosquito larval development cycles. iii. Stocking ponds and other permanent water facilities with fish or other predatory armies. iv. If nonchcmical methods have proved unsuccessful, contact the City inspector prior to use of chemical methods such as the mosquilo Imicides Bacillus thurengen ds ver. ismeliemis or other approved larvicides. Thm materials may only be used with City impactor approval if evidence an be provided that these malerials will rat migrate offsite or enter the public laorm"mr system. Chemical larvicides shall be applied by a licensed individual or contrame. • Holes in the ,-.:,und located in and around the infiltration basin shall be filled. If uaed at this site, the following will be applicable Feaces shall be maintained to preserve their functionality and appearance. • Collapsed fauces shall be restored to an upright position. • JagVd cd — and damI fences shall be rc 3imd ar rr laced. Appendix 3A4 Page 16 of'31 _ EDSP Adopted December 03, 2012 221 N. Control Ave., PMB 221 Medford, OR 97501 541.613.0723 phone .w..m..r.,a:,a•sammaaN.ob„ CGPYRIGIR n 2ma Powell 6amaed,q ad ComuM,g, LLC. TNs documee. and f Mea. and d•aipm l..gry a ted heNn. as an 1-auman1 oiPmluadwl aarAu. shad—an f p,;Wly dPowd EnglnenN and Wnwffng, and Is norm b• rapa daeal, pumined, —ad in whore w in pa., tar my area pr*d w Wa—a wahoutaa •xp•aa male, adhovati•n al Powd Engineer'va and Ca was a, U.C. 4 iG PROpE.� y4S� r 425PE ECON y v— �oOD 0. PO ExPIRES: 12/31/20 VERIFY SCALES LU W W � w F O gLL Z CC RdCL F W °N rn W z d Z �W 2 a = °s a � 0 z g JOB NO. C4.1 19007 1 RAIN GARDEN PLANTING PLANTING NOTES 1. SEE L7 FOR GENERAL PLAITING AND IRRIGATION NOTES. OVERFLOW RISER a PER C3.0. 2. SEE LI FOR SHRUB PLANTING DETAIL. PLANT SCHEDULE SYMBOL 1,1+ANTITY BOTANICAL NAME COMMON NAME SIZE 57 Juncus caucus RUSH, SOFT ROOTED CELL (9' POTS MIN.) C yU W O Z O m cece CGPYRIGIR n 2ma Powell 6amaed,q ad ComuM,g, LLC. TNs documee. and f Mea. and d•aipm l..gry a ted heNn. as an 1-auman1 oiPmluadwl aarAu. shad—an f p,;Wly dPowd EnglnenN and Wnwffng, and Is norm b• rapa daeal, pumined, —ad in whore w in pa., tar my area pr*d w Wa—a wahoutaa •xp•aa male, adhovati•n al Powd Engineer'va and Ca was a, U.C. 4 iG PROpE.� y4S� r 425PE ECON y v— �oOD 0. PO ExPIRES: 12/31/20 VERIFY SCALES LU W W � w F O gLL Z CC RdCL F W °N rn W z d Z �W 2 a = °s a � 0 z g JOB NO. C4.1 19007 1 RAIN GARDEN PLANTING FK05T PROOF. KE H05E BIB (COLO WATER ONLY) (2)WELD-ON LIFT HINGE (2)2N25� GU551 I TENANT B TRASH ENCLOSURE PLAN I-I)2'x 22G H58 -3G (GA METAL GATE PAINT TO MA CENTERED 5EAM PANEL SPACING C PANELING. . AT GATES (ALT: JN-L(NK GATE5 tAT5) TENANT B TRASH ENCLOSURE FRONT ELEVATION 754.4x0.3125 C2x2x0.3125 1-1/2"X COLUMNS —RAKE CL05VRL_-*j IIG 4 TENANT B TRASH ENCLOSURE SECTION I .--.r WALL SECTION WITH PANEL lie= r -o" 6 WALL SECTION NO PANEL I;r� xeo90 �.e (D WALL SECTION NO PANEL 114" = 1' 0" Lz.a.o.zs •� FRAME (D INFILL FRAME SECTION 1/2" = 1'4P �1 CROSS SECTION 1/4'= F -T FKO5T PROOF. KE' H05E BIB5. (COLE WATER ONLY) (2) WELDONLIFT HINGE 12) 2N24 GU55E IA• ¢nx mr (mx� n Iry•�r ewvryr`omunl IO INFILL FRAME SECTION LT = 1'-0" 3/4° HOLES 1.1., N ' 4• I' 3/16" 5/8"HOLE5 b HSS 4"x4"x5/16° COLUMN 311 G" ab SIMPSON 5/8" x 5" TITEN HO H55 4"x4"x5/1 G" COLUMN SCREW ANCHORS ' i FL 1/2" x 4" x 10" PL 1/2" x 4-1/2° x 12" WALL 11 BASE PLATE CAP PLATE 121 1" = 1'A" 1" = 1'•a" 13 TARBUCKS TRASH ENCLOSURE PLAN u4• = ro^ 1.112". 22GA TYPE - H55 -3G (GALV GGO) METAL GATE A55EMBLY— PAINT TO MATCH BUILDING CENTERED 5EAM PANEL 5PACING W G x l 2 I- I/2• x 22GA TYPE 1,15"GSLOPED SIGNwC 1AAYVSRY BEAM (GALV GGO) 4 SPAN COM. 19'-4' O ANGLE a I1 W O FASTEN DECK WITH HILTI �ON oE i X-EONK22's N alt 2 O S.�+ . O �y �� w6 ViLad I � 9 / �n m U nr n a a ENCLOSURE ROOF PLAN TENANT B TRASH 4 TENANT B TRASH ENCLOSURE SECTION I .--.r WALL SECTION WITH PANEL lie= r -o" 6 WALL SECTION NO PANEL I;r� xeo90 �.e (D WALL SECTION NO PANEL 114" = 1' 0" Lz.a.o.zs •� FRAME (D INFILL FRAME SECTION 1/2" = 1'4P �1 CROSS SECTION 1/4'= F -T FKO5T PROOF. KE' H05E BIB5. (COLE WATER ONLY) (2) WELDONLIFT HINGE 12) 2N24 GU55E IA• ¢nx mr (mx� n Iry•�r ewvryr`omunl IO INFILL FRAME SECTION LT = 1'-0" 3/4° HOLES 1.1., N ' 4• I' 3/16" 5/8"HOLE5 b HSS 4"x4"x5/16° COLUMN 311 G" ab SIMPSON 5/8" x 5" TITEN HO H55 4"x4"x5/1 G" COLUMN SCREW ANCHORS ' i FL 1/2" x 4" x 10" PL 1/2" x 4-1/2° x 12" WALL 11 BASE PLATE CAP PLATE 121 1" = 1'A" 1" = 1'•a" 13 TARBUCKS TRASH ENCLOSURE PLAN u4• = ro^ 1.112". 22GA TYPE - H55 -3G (GALV GGO) METAL GATE A55EMBLY— PAINT TO MATCH BUILDING CENTERED 5EAM PANEL 5PACING 3G'PANEL5 SIGNwC 1AAYVSRY �! O 19'-4' ANGLE a I1 W O zN U Sul �ON oE i alt 2 O S.�+ . O �y v — U I � 9 / cm U nr n a a \ II B-DECKPANELING. TYP. AT GATE5 (ALT: CHAIN-LINK GATES W5LAT5) =ANE BOLT UPPORT WHEELS TYP. 14 TARBUCKS TRASH ENCLOSURE ELEVATION FINIAL SITE PLAN planner: _ T54x4x0.3125 C2x2x0.3125 1-1/2'.22GATYPE �/2' x 22GA TYPE 1158-36 - (GALV GGO) 4 SPAN CONT. FA5TEN DECK WITH HILTI X-EDNK22's N S4� d� INot U (TARBUCKSSTRASH ENCLOSURE ROOF/FRAME PLAN D 1/2" = 1'4" 3 u a Marc McKechnie �. a/46F ego 'I�r Wx P4 U a,0N W xa� 0 O ozM 0_4� x o 4 C6 —4 DRAWN BY: TKF SHEET: A0.2 Dale V1 TRASH ENCLOSURE ro VERIFY FULL SCALE BAR SHOULD MEASURE ONE INCH BY ONEISXTEENTH INCH. F DETAILS 0a w cc �! O U a I1 W O zN U Sul �ON oE i alt 2 O S.�+ . O �y v — U � 3 9 cm U nr n a a Wx P4 U a,0N W xa� 0 O ozM 0_4� x o 4 C6 —4 DRAWN BY: TKF SHEET: A0.2 Dale V1 TRASH ENCLOSURE ro VERIFY FULL SCALE BAR SHOULD MEASURE ONE INCH BY ONEISXTEENTH INCH. F DETAILS