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Application Charlene Way From:clerk@meridiancity.org Sent:Wednesday, November 04, 2020 12:21 PM To:Charlene Way Subject:Development Application Transmittals - Connor Square CUP H-2020-0107 To help protect your privacy, Microsoft Office prevented automatic download of this picture from the Internet. Development Application Transmittal Link to Project Application: Connor Square CUP H-2020-0107 Hearing Date: 12-3-2020 Assigned Planner: Alan To view the City of Meridian Public Records Repository, Click Here The above “Link to Project Application” will provide you with any further information on the project. The City of Meridian is requesting comments and recommendations on the application referenced above. To review the application and project information please click on the application link above. The City of Meridian values transparency and makes a variety of information available to the public online through our public records repository. We request that you submit your comments or recommendations prior to the hearing date specified above. When responding, please reference the file number of the project. If responding by email, please send comments to cityclerk@meridiancity.org. For additional information associated with this application please contact the City of Meridian Planner identified above at 208-884-5533. Thank you, City Clerk’s Office 33 E. Broadway Ave., Meridian, Idaho 83642 Phone: 208.888.4433|Email: cityclerk@meridiancity.org To help protect your privacy, Microsoft Office prevented automatic download of this picture from the Internet. Built for Business, Designed for Living All e-mail messages sent to or received by City of Meridian e-mail accounts are subject to the Idaho law, in regards to both release and retention, and may be released upon request, unless exempt from disclosure by law. 1 Hearing Date: December 3, 2020 Planner: Alan File No.: CUP-2020-0107 Project Name: Conner Square Request: Conditional use permit for 3 four-plex units to a total of 12 units in the R-15 Zone District, by Sarah Martz with SEM Consulting. Location: The site is located at 557 W. Idaho Ave and 528 W. Broadway Ave, in the NE ¼ of the SE ¼ of Section 12, Township 3N, Range 1W. Planning Division HEARING APPLICATION Type of Review Requested Hearing File number: H-2020-0091 Assigned Planner: Alan Tiefenbach Related Files: Applicant Information Applicant name: SARAH MARTZ, SEM CONSULTING Phone: Applicant address: 3117 W. SMITH, BOISE, ID 83703 Email: smartz20l3@gmail.com Ownername: SHELLIE ROBERTSON, AKR ENTERPRISES Phone: Fax: Owner address: 3350 S. SELATIR PL, MERIDIAN, ID 83642 Email: shellierobertson@msn.com Agent name(e.g.architect,engineer,developer,representative): SARAH MARTZ Firm name: SEM CONSULTING Phone: Fax: Address: 3117 W. SMITH Email: smartz20l3@gmail.com Contact name: Phone: Fax: Contact address: Email: Subject Property Information Location/street address: 557 W IDAHO AVE Assessor's parcel number(s): S1212428281 Township,range,section: 3N1W12 Project Description Project/Application Name: Conner Square- CUP Property within R-15 Zone District. Applicant proposes three four plex units to a total of 12 units. Unit size is Description of Work: proposed at 900-1,000 square feet each. Approx 7,000 sf of open space is proposed along with a community garden as an amenity. Access will occur from W. Broadway. 33 E Broadway Avenue,Suite 102 • Meridian,Idaho 83642 Phone: (208)884-5533 • Facsimile:(208)888-6854 • Website:www.meridaincity.org 1 Application Information APPLICATION TYPES Conditional Use Permit-CUP: CHECKED ADDRESS VERIFICATION Address Verification Permit Number: LDAV-2019-0779 TYPE OF USE PROPOSED Multi-Family: CHECKED PROPERTY INFORMATION General Location: between Broadway and Idaho Current Land Use: R-15 Total Acreage: .66 ZONING DISTRICT(S) R-15: CHECKED FLUM DESIGNATION(S) High Density Residential: CHECKED Acreage-High Density Res: .66 PROJECT INFORMATION Site Plan Date(MM/DD/YYYY): 8/27/2020 Landscape Plan Date(MM/DD/YYYY): 8/5/2020 Elevations Date(MM/DD/YYYY): 10/2/2019 Percentage of Site Devoted to Building: 78 Percentage of Site Devoted to Landscaping: 17 Percentage of Site Devoted to Paving: 5 Who will own and Maintain the Pressurized Irrigation System in this Development: Owner Minimum Square Footage of Ground Floor Area for Multi-Story Units: 495 Proposed Building Height: 28 Gross Floor Area Proposed: 981 Number of Standard Parking Spaces Provided: 24 Number of Residential Units: 12 Minimum Square Footage of Living Area(Excluding Garage): 980 Gross Density: 18 MULTI-FAMILY Total Number of Units: 12 Number of 1 Bedroom Units: 9 Number of 2-3 Bedroom Units: 3 Number of 4+Bedroom Units: 0 Number of Units Containing 500-1,200 sq.ft.: 12 QUALIFYING OPEN SPACE Community Garden: CHECKED 33 E Broadway Avenue,Suite 102 • Meridian,Idaho 83642 Phone:(208)884-5533 • Facsimile:(208)888-6854 • Website:www.meridaincity.org 3 Other Qualified Open Space: 7,827 Acres of Qualified Open Space: .17 Percentage of Qualified Open Space: 17 QUALIFYING SITE AMENITIES Walking Trails: CHECKED Open Grassy Area(min.50'x 100')-Multi-Family: CHECKED Other Qualified Site Amenities: Community Garden TIME EXTENSION INFORMATION Number of months extension: 24 APPLICATION DISCLAIMER I have read and accept the above terms: CHECKED Your signature: Sarah Martz MISC Is new record: No 33 E Broadway Avenue,Suite 102 • Meridian,Idaho 83642 Phone:(208)884-5533 • Facsimile:(208)888-6854 • Website:www.meridaincity.org 5 From: Joe Bongiorno To: Sarah Martz Cc: Alan Tiefenbach Subject: RE: FW:site plan Date: Friday,October 09,2020 2:00:45 PM Attachments: imaae002.Dna imaae005.pnna imaae006.Dna imaae007.pnno imaae008.Dna imaae009.pnna Submit the plans to the city. My comments/approval is given through our system. Have a great weekend! Joe Bongiorno CFI, CFEI Deputy Chief—Fire Marshal Meridian Fire 33 E. Broadway Ave.,Ste. 210, Meridian, ID 83642 (Direct)208-489-0458(Cell)208-936-9554 C>Wh ILIA Dedication-Loyalty-Tradition All e-mail messages sent to or received by City of Meridian e-mail accounts are subject to the Idaho law, in regards to both release and retention,and may be released upon request,unless exempt from disclosure by law. From: Sarah Martz<smartz2013@gmail.com> Sent: Friday, October 9, 2020 1:57 PM To:Joe Bongiorno<jbongiorno@meridiancity.org> Subject: Re: FW: site plan External Sender- Please use caution with links or attachments. Hi Joe, Due to the change in the site layout, I am needing another approval letter from the Fire Department for the application submission. Please let me know if you have any questions or need any additional information. Thank you, Sarah On Thu, Oct 8, 2020 at 12:59 PM Joe Bongiorno<ibongiorno(@meridiancity.org>wrote: Thank you! Joe Bongiorno CFI, CFEI Deputy Chief—Fire Marshal Meridian Fire 33 E. Broadway Ave.,Ste. 210, Meridian, ID 83642 (Direct) 208-489-0458(Cell)208-936-9554 �rE IIII� A Dedication-Loyalty-Tradition All e-mail messages sent to or received by City of Meridian e-mail accounts are subject to the Idaho law, in regards to both release and retention,and may be released upon request,unless exempt from disclosure by law. From: Sarah Martz<smartz2013(@gmail.com> Sent:Thursday, October 8, 2020 12:55 PM To:Joe Bongiorno<ibongiorno(@meridiancity.org> Cc: Alan Tiefenbach <atiefenbach(cDmeridiancity.org> Subject: Re: FW: site plan External Sender- Please use caution with links or attachments. Hi Joe, Please see my response below. please let me know if you have any other questions Thank you, Sarah On Wed, Oct 7, 2020 at 12:28 PM Joe Bongiorno<jbongiornona meridiancity.org>wrote: Sarah—what are the dimensions of the buildings? Lengthxwidth?-Set AB is 60X43 Set ABC 60X45.6 I assume since they are 4 plex's they will be fire sprinklered?-Correct What is the address of the property?-There is 2 parcels the addresses are: 604 W. Broadway and 557 W. Idaho Joe Bongiorno CFI, CFEI Deputy Chief—Fire Marshal Meridian Fire 33 E. Broadway Ave.,Ste. 210, Meridian, ID 83642 (Direct) 208-489-0458(Cell) 208-936-9554 (:M�- E II3� & Dedication-Loyalty-Tradition All e-mail messages sent to or received by City of Meridian e-mail accounts are subject to the Idaho law, in regards to both release and retention,and may be released upon request, unless exempt from disclosure by law. From:Alan Tiefenbach Sent: Wednesday, October 7, 2020 12:17 PM To:Joe Bongiorno <ibongiornol@meridiancity.org> Subject: FW: site plan Joe, any fire issues? Alan Tiefenbach Current Associate Planner City of Meridian Community Development Dept. 33 E. Broadway Ave., Ste. 102, Meridian, Idaho 83642 Phone: 208-489-0573 1 Fax: 208-489-0571 C�tfE II3 Built for Business, Designed for Living From: PlanningReview To: Sarah Martz; Bill Parsons Subject: RE: Connor Square Date: Thursday,October 08,2020 2:51:32 PM Hi Sarah, A traffic impact study is not required for this application. Mindy Mindy Wallace, AICP Planning Review Supervisor Ada County Highway District 208-387-6178 ACHD Development Services is open for business at our new location at 1301 N. Orchard Street, Suite 200 in the CSC building. Parking and building entrance are located on west side of building. From: Sarah Martz<smartz2013@gmail.com> Sent:Thursday, October 08, 2020 1:50 PM To: PlanningReview<PlanningReview@achdidaho.org> Subject: Connor Square [THIS EMAIL ORIGINATED EXTERNALLY. PLEASE USE CAUTION WHEN OPENING ATTACHMENTS OR LINKS INSIDE THIS EMAIL.] CAUTION: This email originated from outside your organization. Exercise caution when opening attachments or clicking links, especially from unknown senders. To Whom it May Concern: I am needing to obtain written confirmation that a TIS or change of use is not required per the City of Meridian requirements.The property addresses are 604 W. Broadway and 557 W. Idaho Meridian, ID 83642. I have also attached the proposed layout of the 3 -4 plexs to this email for your reference. Please let me know if you have any questions or need additional information. Thank you, Sarah From: smartz2013(bamaiLcom To: "Sarah Martz" Subject: FW: Re: Date: Monday,October 26,2020 12:38:32 PM Attachments: imaae002.)ng From: Scott Colaianni <scolaianni@meridiancity.org> Sent: Friday, October 09, 2020 2:39 PM To: Sarah Martz<smartz2013@gmail.com> Subject: RE: Re: Hi Sarah, Thanks for circling back around with this project. After, looking at everything the police side has no comments and his good with the proposal. Good luck Lieutenant Scott Colaianni Office of Professional Standards&Training Meridian Police Department 1401 E. Watertower St., Meridian, Idaho 83642 Phone: 208-846-7323 1 Fax: 208-846-7372 0 All e-mail messages sent to or received by City of Meridian e-mail accounts are subject to the Idaho law, in regards to both release and retention,and may be released upon request, unless exempt from disclosure by law. From: Sarah Martz<smartz2013(@gmail.com> Sent: Friday, October 9, 2020 1:55 PM To: Scott Colaianni <scolaianni(@meridiancity.org> Subject: Re: External Sender - Please use caution with links or attachments. Hi Scott, We had redesign the site layout for the Connor Square project to meet some setback requirements, please see the attached layout. I will be needing to resubmit the application to the City and am needing a new approval letter for application submittal.While the site layout has been amended the number of parking spaces and units have not changed from the original submission. Please let me know if you have any questions or need any additional information. AFFIDAVIT OF LEGAL INTEREST STATE OF IDAHO ) COUNTY OF ADA } I, Tracy Robertson 3350 S. Selatir PL Meridian (name) (address) Idaho (city) (state) being first duly sworn upon, oath, depose and say: 1. That I am the record owner of the property described on the attached, and I grant my permission to: SEM Consulting/Sarah Martz , 3117 W. Smith Boise, ID 83703 (name) (address) to submit the accompanying application(s) pertaining to that property. 2. I agree to indemnify, defend and hold the City of Meridian and its employees harmless from any claim or liability resulting from any dispute as to the statements contained herein or as to the ownership of the property which is the subject of the application. 3. I hereby grant permission to City of Meridian staff to enter the subject property for the purpose of site inspections related to processing said application(s). Dated this day of L.L , 20 a fb 7, a� (Signature) SUBSCRIBED AND SWORN to before me the day and year first above written. (Notary PubKior Idaho) VIRCINIAL JOHNSON - NOTARY PUBLIC-STATE OF IDAHO Residing at: s � 52p C{7MMISSION NUMBER 3731 MY COMMISSION EXPIRES 9 24-2D20 My Commission Expires: 9 -_��1 _ CAW Communiry Development■Planning Division■33 E.Broadway Avenue,Ste. 102 Meridian,Idaho 83642 Phone:208-884-5533 Fax:208-888-6854 www.meridiancity.org/plannine Legal Descriptions 604 W Broadway Avenue,Meridian,Idaho 83642 Parcel No.S1212428281 A portion of the Northeast quarter of the Southeast quarter,Section 12,Township 3 North,Range 1 West,Boise Meridian,Ada County,Idaho described as follows: Beginning at a point on the North line of said Northwest quarter of the Southeast quarter,666 feet(aka 40 rods)East of the Northwest corner of the Southeast quarter of Section 12,Township 3 North,Range 1 West of the Boise Meridian,in Ada County,Idaho;thence running South 330 feet(aka 20 rods)parallel with the Meridian line to a point,being the Real Place of Beginning;thence South 330 feet(aka 20 rods)parallel with the Meridian line;thence East 66 feet(aka 4 rods)parallel with the quarter section line;thence North 330 feet(aka 20 rods)parallel with the Meridian line;thence West 66 feet(aka 4 rods)to the Real Point of Beginning. Less and except: A parcel of land being a portion of that Quitclaim Deed,filed as Instrument NO. 107051318,records of Ada County and being located in the Northwest quarter of the Southeast quarter of Section 12,Township 3 North,Range 1 West,Boise Meridian,Ada County,Idaho,more particularly described as follows: Commencing at the brass cap monument marking the center quarter comer of said Section 12,thence North 89'4623"East,660.23 feet(shown as South 99'46'23"West,660.00 feet on the Plat of Seabury Subdivision,filed in Book 80 of Plats at Pages(s)8587)(formerly East 600 feet per Quitclaim Deed No. 107051318)along the North boundary of said Northwest quarter of the Southeast quarter to a point;thence leaving said North boundary South 00'03'12"West,324.12 feet(shown as South 0°00'00"East,324.18 feet on the Place of Seabury Subdivision)along the East boundary of said Seabury Subdivision to a 5/8 inch rebar and cap marking the centerline of West Idaho Avenue;thence continuing along said East boundary of Seabury Subdivision South 00'00'29"East,5.88 feet to the Northwest comer of said Quitclaim Deed,said point being the Real Point of Beginning;thence South 00100'29"East 19.09 feet(formerly South)along the East boundary of Seabury Subdivision and the West boundary of said Quitclaim Deed to a found'/Z inch rebar and cap marking the Northeast corner of Lot 2 in Block 2 of said Seabury Subdivision and the South right of way of West Idaho Street;thence North 89'46'23"East,66.16 feet to a found''/3 inch rebar marking the Northwest comer of Lot 1 in Block 2 and the South right of way of West Idaho Street as shown on the Plat of Sue's Subdivision,filed in Book 80 of Plats at Pages(s)8571;thence North 0° 19,19-West,19.09 feet(formerly North)along the West boundary of said Sue's Subdivision to the Northeast corner of said Quitclaim Deed,said point lying South 00 19'19"West,5.88 feet from a 518 inch rebar and cap marking the centerline of West Idaho Street;thence South 89'46'23"West,66.05 feet(formerly West,66 feet)along the North boundary of said Quitclaim Deed to the Real Point of Beginning. Said described parcel contains 1262 square feet or 0.03 acres. Basis of Bearing is North 89146'23"East along the North boundary of the Northwest quarter of the Southeast quarter of Section 12,Township 3 North,Range 1 West,Boise Meridian,Ada County,Idaho as shown on the Plat of Seabury Subdivision,filed in Book 80 of Plats at Page(s)8587,records of Ada County,Idaho 528 W Broadway Avenue,Meridian,Idaho 83642 Parcel No.S1212428228 Part of the Northwest Quarter of the Southeast Quarter of Section 12,Township 3 North,Range 1 West of the Boise Meridian,Ada County, Idaho,more particularly described as follows: Beginning at a point 44 rods East of the Northwest comer of the Southeast Quarter of Section 12,Township 3 North,Range i West of the Boise Meridian,Ada County,Idaho;thence South parallel to the Meridian line 40 rods,thence East parallel to the one quarter section line 6 rods;thence North parallel to the Meridian line 40 rods to the one quarter section line;thence West along the one quarter section line 6 rods to a POINT OF BEGINNING Except right of way for West Broadway Street,Meridian,Idaho. ADA COUNTY RECORDER Pail McGrane 2019-089299 BOISE IDAHO Pgs=1 LISA BATT 09120/2019 08:08 AM AKR ENTERPRISES LLC AMOUNTilS.00 - IIIIIIIIIIIIIfIIIIIIIlIIIIIIIIIIIIlIIIIIIiIIIIIII 00676281201900892990010018 WARRANTY DEED FOR VALUE RECEIVED, Management Potential, LLC, of 3350 S Selatir Place, Meridian, Idaho 83642 (hereinafter"Grantors"), does hereby grant,bargain,sell,and convey unto AKR Enterprises,LLC,of 3350 S Selatir Place,Meridian,Idaho 83642(hereinafter"Grantee"), the following described tract of land in Ada County,State of Idaho: Parcel No.S1212428228 528 W Broadway Avenue Meridian, ID 83642 The South 140 feet of the following tract: Part of the Northwest Quarter of the Southeast Quarter of Section 12,Townsh]p 3 North. Range I West of the Boise Meridian. Ada County,Idaho,more particularly described as follows: Beginning at a point 44 rods East of the Northwest corner of the Southeast Quarter of Section 12,Township 3 North.Range I West of the Boise Meridian,Ada County,Idaho;thence South parallel to the Meridian line 40 rods;thence East parallel to the one quarter section line 6 rods;thence North parallel to the Meridian line 40 rods to the one quarter section line;thence West along the one quarter section]in 6 rods to a POINT OF BEGINNING EXCEPT right of way for West Broadway Street,Meridian,Idaho, TO HAVE AND TO HOLD the said premises,with their appurtenances unto the said Grantee,and Grantee's heirs and assigns forever. And the said Grantors do hereby covenant to and with the said Grantee,that Grantors are the owners in fee simple of said premises;that said premises are free from all encumbrances,EXCEPT those to which this conveyance are expressly made subject to,and those made,suffered,or done by the Grantee;and subject to reservations,restrictions,dedications,easements,rights-of-way and agreements.if any,of record,and general taxes and assessments, (including irrigation and utility assessments, if any) for the current year, which are not yet due and payable, and that Grantors will warrant and defend the same from all lawful claims whatsoever. DATED: September 2,2019 Z/t-, She1F1eM-R0 rtson STATE OF Idaho } COUNTY OF Ada ) ss. On September 2, 2019, before me,Virginia Johnson,personally appeared Shellie M. Robertson,who proved to me on the basis of satisfactory evidence to be the persons whose names is subscribed to the within instrument and acknowledged to me that they executed the same in their authorized capacities and that by their signatures on the instrument,person, or the entity upon behalf of which the person acted,executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of Idaho that the foregoing paragraph is true and correct. WITNESS my hand and official seal, Signature; • ���,� (Seal) My commission expires: :NOTARY RIGINI:-5TATE NSON E PUBLI OF lUAF10MISSIOBER 3731ISSIOES 9-24-204 ADA COUNTY RECORDER Phil McGrane 2019-119126 BOISE IDAHO Pgs=2 CHE FOWLER 11127/2019 08:21 AM AKR ENTERPRISES LLC AMOUNT$15,00 IlIIIIfI 111111IIIIIIIIIIIfIfIIIlllillllllflIII III 00707752201901191260020027 WARRANTY DEED FOR VALUE RECEIVED, Tracy James Robertson and Shellie Marie Robertson, of 3350 S Selatir Place, Meridian, Idaho 83642 (hereinafter`Grantors"),does hereby grant,bargain,sell,and convey unto AKR Enterprises,LLC,of3350 S Selatir Place,Meridian,Idaho 83642 (hereinafter"Grantee"),the following described premises,in Ada County,Idaho,TO WIT: Parcel No.S1212428281 604 W Broadway Avenue Meridian, ID 83642 See attached Exhibit"A" TO HAVE AND TO HOLD the said premises,with their appurtenances unto the said Grantee,and Grantee's heirs and assigns forever. And the said Grantors do hereby covenant to and with the said Grantee,that Grantors are the owners in fee simple of said premises;that said premises are free from all encumbrances, EXCEPT those to which this conveyance are expressly made subject to,and those made,suffered,or done by the Grantee;and subject to reservations,restrictions,dedications,easements,rights-of-way and agreements,if any,of record,and general taxes and assessments,(including irrigation and utility assessments,if any)for the current year,which are not yet due and payable,and that Grantors will warrant and defend the same from all lawful claims whatsoever. DATED: November 11,2019 Tracy J s Rob s L-LL0 Shellie Marie Robertson STATE OF Idaho ) )ss. COUNTY OF Ada ) On November 11,2019,before me,Virginia Johnson,personally appeared Tracy James Robertson and Shellic Marie Robertson,who proved to me on the basis of satisfactory evidence to be the persons whose names are subscribed to the within instrument and acknowledged to me that they executed the same in their authorized capacities and that by their signatures on the instrument,person,or the entity upon behalf of which the person acted,executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of Idaho that the foregoing paragraph is true and correct. WITNESS my hand and official seal. r • Signature: (Seal) My commission expires: VIRGINIAL JOHNSM NOTARY PUBLIC-STATE OF IDAHO COMMISSION NUMBER 3731 MY COMMISSION EXPIRES 9.244M Exhibit"A" A portion of the Northeast quarter of the Southeast quarter,Section 12,Township 3 North,Range 1 West,Boise Meridian,Ada County,Idaho described as follows: Beginning at a point on the North line of said Northwest quarter of the Southeast quarter,666 feet(aka 40 rods)East of the Northwest corner of the Southeast quarter of Section 12,Township 3 North,Range I West of the Boise Meridian,in Ada County,Idaho.thence running South 330 feet(aka 20 rods)parallel with the Meridian line to a point,being the Real Place of Beginning.thence South 330 feet(aka 20 rods)parallel with the Meridian line;thence East 66 feet(aka 4 rods)parallel with the quarter section line;thence North 330 feet(aka 20 rods)parallel with the Meridian line;thence West 66 feet(aka 4 rods)to the Real Point of Beginning. Less and except: A parcel of land being a portion of that Quitclaim Deed,filed as Instrument NO, 107051318,records of Ada County and being located in the Northwest quarter of the Southeast quarter of Section 12,Township 3 North,Range 1 West,Boise Meridian,Ada County,Idaho,more particularly described as follows: Commencing at the brass cap monument marking the center quarter comer of said Section 12;thence North 89'46'23"East,660.23 feet(shown as South 89'46'23"West,660.00 feet on the Plat of Seabury Subdivision,fled in Book 80 of Plats at Pages(s)8587)(formerly East 600 feet per Quitclaim Deed No. 107051318)along the North boundary of said Northwest quarter of the Southeast quarter to a point;thence leaving said North boundary South 00'03'12"West,324.12 feet(shown as South 0°00'00"East,324.18 feet on the Place of Seabury Subdivision)along the East boundary of said Seabury Subdivision to a 5/8 inch rebar and cap marking the centerline of West Idaho Avenue;thence continuing along said East boundary of Seabury Subdivision South 00'00'29"East,5.88 feet to the Northwest corner of said Quitclaim Deed,said point being the Real Point of Beginning;thence South 000 00'29"East 19.09 feet(formerly South)along the East boundary of Seabury Subdivision and the West boundary of said Quitclaim Deed to a found'/z inch rebar and cap marking the Northeast comer of Lot 2 in Block 2 of said Seabury Subdivision and the South right of way of West Idaho Street;thence North 89'46'23"East,66.16 feet to a found'/z inch rebar marking the Northwest corner of Lot I in Block 2 and the South right of way of West Idaho Street as shown on the Plat of Sue's Subdivision,filed in Book 80 of Plats at Pages(s)8571,thence North 0°19'19"West,19.09 fleet(formerly North)along the West boundary of said Sue's Subdivision to the Northeast corner of said Quitclaim Deed,said point lying South 00 19'19"West,5,88 feet from a 518 inch rebar and cap marking the centerline of West Idaho Street;thence South 89'46'23"West,66.05 feet(formerly West,66 feet)along the North boundary of said Quitclaim Deed to the Real Point of Beginning. Said described parcel contains 1262 square feet or 0.03 acres. Basis of Bearing is North 89'46'23"East along the North boundary of the Northwest quarter of the Southeast quarter of Section 12,Township 3 North,Range I West,Boise Meridian,Ada County,Idaho as shown on the Plat of Seabury Subdivision,filed in Book 80 of Plats at Page(s)8587,records of Ada County,Idaho W.IDAHO AVE. z SITE LOCATION W.BROADWAY AVE. PROJECT BENCHMARKS VICINITY MAP NTS CITY OF MERIDIAN PRE-APPLICATION MEETING NOTES Project/Subdivision Name:Conner Square Date: July 7, 2020 Applicant(s)/Contact(s): Sarah Martz City Staff:Alan, Bill, Caleb, Steve Location: 557 W. Idaho Ave&528 W. Broadway Ave Size of Property: .33 acres Comprehensive Plan FLUM Designation: North half—HDR, South half-MDR Existing Use: Single Family Existing Zoning: R-15 Proposed Use:Three 4-plexes Proposed Zoning: R-15 Surrounding Uses: Residential Street Buffer(s)and/or Land Use Buffer(s): Three feet(3')wide landscaped area required along street frontages Open Space/Amenities/Pathways: See below Access/Stub Streets:W. Broadway Street, W. Idaho Street Waterways/Floodplain/Topography/Hazards: North portion of property within 500 year floodplain. History: Additional Meeting Notes: • Staff recommends the applicant consider two buildings with central open space rather than 3. The development at 604 W. Pine Avenue (north of the property) is an example. • Multifamily is allowed in the R-15 through a conditional use. Conditional uses are required to go in front of the Planning Commission in a public meeting. • A Certificate of Zoning Compliance(CZC)and Design Review(DE) is required for multifamily developments. Please refer to UDC 11-513-1 and 11-513-8. Design must meet the standards of the Architectural Standards Manual (ASM). This is available at: httosJlmeridiancity.orp/planning/currentlarchitectural-standards • Please note UDC 11-4-3-27 requires open space and amenities for multifamily developments. These include: 0 80 sf of private useable open space per unit. This can include patios, porches, decks, etc. o Common open space requirements of 150 sf per units<500 sf, and 250 sf for units>500 sf< 1,200 sf. o One amenity will be required within this development. Please refer to UDC 11-4-3-27(D) • Setbacks are as follows: o 10 from street, 20'from street to garage. 3' interior side, 12' rear. • Water and Sewer is available from W. Broadway Avenue Note:A Traffic Impact Study(TIS)will be required by ACHD for large commercial projects and any residential development with over 100 units. To avoid unnecessary delays&expedite the hearing process, applicants are encouraged to submit the TIS to ACHD prior to submitting their application to the City. Not having ACHD comments and/or conditions on large projects may delay hearing(s)at the City. Please contact Mindy Wallace at 387- 6178 or Christy Little at 387-6144 at ACHD for information in regard to a TIS, conditions, impact fees and process. Other Agencies/Departments to Contact: ® Ada County Highway Dist. (ACHD) ❑ Nampa Meridian Irrigation Dist. (NMID) ❑ Public Works Department ❑ Idaho Transportation Dept. (ITD) ❑ Settler's Irrigation District ❑ Building Department ❑ Republic Services ® Police Department ❑ Parks Department, Jay ❑ Central District Health Department ® Fire Department ❑ Other: Application(s) Required: ® Administrative Design Review ® Certificate of Zoning Compliance ® Conditional Use Notes: 1)Applicants are required to hold a neighborhood meeting in accord with UDC 11-5A-5C prior to submittal of an application requiring a public hearing(except for a vacation or short plat);and 2)All applicants for permits requiring a public hearing shall post the site with a public hearing notice in accord with UDC 11-5A-5D.3(except for UDC text amendments, Comp Plan text amendments, and vacations). The information provided during this meeting is based on current UDC requirements and the Comprehensive Plan.Any subsequent changes to the UDC and/or Comp Plan may affect your submittal and/or application. This pre-application meeting shall be valid for four(4)months. Dear Neighbor, We would like to invite you to attend a virtual neighborhood meeting to discuss a future submittal of an application to the City of Meridian for the construction of 3 new 4-plex units between Idaho Avenue and Broadway Avenue.This will be an opportunity to ask questions of the applicant's representative in regards to the application. Please note that this is not a public hearing, and public officials will not be present. Purpose: To review and discuss the submittal of a conditional use application to construct three new fourplexes, in the location shown on the attached vicinity map. Neighborhood Meeting Login: URL: https://us04web.zoom.us/j/76209544965?pwd=ZFdaeGJGT3FhYzJBRlp2Q25kbG9LQT09 Meeting ID: 762 0954 4965 Passcode: 7GHJ2k Date: Wednesday,August 12, 2020 Time: 6:00 p.m. If you have questions regarding the neighborhood meeting requirements, please contact the City of Meridian at 208-884-5533. If you have questions about the project or would like to receive an invitation via email to click on the link please contact: Sarah Martz at 417-230-1023 or via e-mail at smartz2013@gmail.com W.IDAHO AVE. r z W.9ROAOWAY AVE. SITE LU.^4TA�YV PRILiAECT BEACYAZ4 KS VICINITY MAP NTS From: smartz2013(5amai1.com To: "Eric Uhlenhoff' Subject: Zoom Meeting Date: Monday,August 03,2020 6:59:31 PM Sarah Martz is inviting you to a scheduled Zoom meeting. Topic: Conner Square Neighborhood Meeting Time: Aug 12, 2020 06:00 PM Mountain Time (US and Canada) Join Zoom Meeting https://us04web.zoom.us/i/76209544965?pwd=ZFdaeGJGT3FhYzJBRIp2025I<bG9LQT09 Meeting ID: 762 0954 4965 Passcode: 7GHJ2k Copyright.@ 2020 All rlghte lm,n .%Wp ,,two,xe m y roan.,by.,mew:wth..w,men peg mw of Rodney Evans+P.—r.,PUC. M.Md a,,a sWie t io�6 1 pr.eo i— NC �— H20 H2� GAS GAS � 1 1 c c /• ' / ,47c I/ O 1 n 1 1 .1 4 T H MBx o Cap I N I BIKE V I I I I I I I I I I I I I I I I B I I c I I I I I I FF 2593.92 I I I I I I I I I I I I I I I I I C A I I z Sue's Subdivision o Bk. 80 Pg. 8571 I o 110.0 0'I I � to 1 10.0' I I I I I I I I I o I I 1 i to I I I I I I I I I I I I I I I I I I I I I I I I I r I I C C, I I I I I I 1 I I c c I I A o I I o I I r� l I I I I I FF 2593.95 j I I I I I I I I c B 1 I I I I I No Cap I i i I S 89047'13"W 98' I I O I I I -Community I I — -- -------- ———— —————— Garden —19.44' I I I BIKE ° Area I I I I I I A A I I I I I I FF 2593.76 j I I Car Port I I I Illegi I I I I I I I B A I I I I I of I I I I I I I x I I I c� I I l o 5, 10' c, Car Port \CarPort Car Port I o 1 I o x I I ~I 19, 25' 19' ' I I X I I I 1, -------------- ---- ------ -- -- -- ,----- -- -- 5 .LNawafwwwIDaroxa+ 19 2 5 19 I N0I1VD11%MWW0D DIHdVxo+ wNwid QNV'1+ I I x NoisaQ Nvgun+ 1 L———— ---------- -------- ---� — ----------------------- I I a2IfLL0a.LIH0dV9dV0SQNH'1 .� to Cap _ 65.77' MBx _ _ 98.98' _ a ��. . T T 899�5" E 164.7 25' ' < i �E�— TE TEL TE TE o / , CEP EP M/ + EP * o �2❑ H20 H20 EP 1 2G H2❑ E� H2-��H �e H2��P HEM EP H2G EP H2❑ H2G H t�'I�- E vs o ROBERTSON DEVELOPMENT N MERIDIAN, ID " SITE LAYOUT CONCEPT b LANDSCAPE NOTES: LANDSCAPE LEGEND 1. CONTRACTOR SHALL REPORT TO LANDSCAPE ARCHITECT ALL CONDITIONS WHICH IMPAIR AND/OR PREVENT THE PROPER EXECUTION OF THIS WORK, PRIOR TO BEGINNING WORK. ® PLANTS TO BE INSTALLED 2. NO MATERIAL SUBSTITUTIONS SHALL BE MADE WITHOUT THE LANDSCAPE ARCHITECT'S PRIOR WRITTEN APPROVAL. ALTERNATE MATERIALS OF M S 89°47'43"W 396.12' SIMILAR SIZE AND CHARACTER MAY BE CONSIDERED IF SPECIFIED PLANT MATERIALS CAN NOT BE OBTAINED. 3. COORDINATE ALL WORK WITH ALL OTHER SITE RELATED DEVELOPMENT DRAWINGS. ROOT FLARE TO BE AT SOIL LINE. 4. COORDINATE WORK SCHEDULE AND OBSERVATIONS WITH LANDSCAPE ARCHITECT PRIOR TO CONSTRUCTION START-UP. - - - - - - - - - - CUT EDGE AS DETAILED H2 H2E H2O 5. ALL PLANT MATERIAL SHALL BE INSTALLED AS PER DETAILS. )[IH2E H2O H2E H2O H2E 2 G S GAS v 6. ALL PLANT MATERIAL SHALL CONFORM TO THE AMERICAN NURSERYMAN STANDARDS FOR TYPE AND SIZE SHOWN. PLANTS WILL BE REJECTED IF NOT ve PREVAILING WIND DIRECTION IN A SOUND AND HEALTHY CONDITION. GT 5 QUANTITY Catch Basin: 7. IN THE EVENT OF A PLANT COUNT DISCREPANCY, PLANT SYMBOLS SHALL OVERRIDE SCHEDULE QUANTITIES AND CALL OUT SYMBOL NUMBERS. RE PLANT IDENTIFICATION KEY OA71AQ Rim=2592.49' REMOVE DEAD/DAMAGED BRANCHES AND 8. ALL PLANTING BEDS SHALL BE COVERED WITH A MINIMUM OF 3"DEPTH OF LARGE(1"MINUS)BARK MULCH. SUBMIT SAMPLE FOR APPROVAL. 12-"Ptf6&- 9. ALL PLANT MATERIAL SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR BEGINNING AT THE DATE OF ACCEPTANCE BY THE OWNER. REPLACE ALL No Ca Inv=2590.95' SOIL LINE PRUNE TO INTERNATIONAL SOCIETY OF 7 " .r.: .��.:.:;.::1.:, ": "i. MB p PLANT MATERIAL FOUND DEAD OR NOT IN A HEALTHY CONDITION IMMEDIATELY WITH THE SAME SIZE AND SPECIES AT NO COST TO THE OWNER. ,. I:: •!.;..�. :,••..•' �'••�t. � I ARBORICULTURE STANDARDS; IMPROPERLY g I: " '�' !`• ,:' �' .. PRUNED TREES(AS DETERMINED BY THE 10. FINISH GRADES SHALL PROVIDE A SMOOTH TRANSITION WITH ADJACENT SURFACES AND ENSURE POSITIVE DRAINAGE IN ACCORDANCE WITH THE "� '�.... 6 SITE GRADING PLAN. BUILDING LOCATION IC ""�''"" '`' ' ' SM LANDSCAPE ARCHITECT)SHALL BE REMOVED ° AND REPLACED. DO NOT REMOVE MAIN 11. AMEND EXISTING APPROVED TOPSOIL AT A RATIO OF THREE CUBIC YARDS OF APPROVED COMPOST PER 1000 SQUARE FEET. ROTO-TILL ORGANIC L 4 2 I I ae LEADER!! MATTER A MINIMUM OF 6 INCHES INTO TOPSOIL. 1 12. FERTILIZE ALL TREES AND SHRUBS WITH'AGRIFORM'PLANTING TABLETS. QUANTITY PER MANUFACTURER'S RECOMMENDATIONS. a� RUBBER CINCH TIE 13. ALL PLANTING BEDS SHALL HAVE A MINIMUM 18"DEPTH OF TOPSOIL. LAWN AREAS SHALL HAVE A MINIMUM 12"DEPTH OF TOPSOIL. SPREAD, PC COMPACT,AND FINE GRADE TOPSOIL TO A SMOOTH AND UNIFORM GRADE 3"BELOW ADJACENT SURFACES OF PLANTER BED AREAS, 1-1/2"BELOW ... 1 LAWN PA 2"x 2"WOOD STAKE(LENGTH AS ADJACENT SURFACES OF TURF SOD AREAS,AND 1"BELOW ADJACENT SURFACES OF TURF SEED AREAS. CK } 2 I e REQUIRED)-DO NOT PENETRATE ROOTBALL. 14. REUSE EXISTING TOPSOIL STOCKPILED ON THE SITE. SUPPLEMENT WITH IMPORTED TOPSOIL WHEN QUANTITIES ARE INSUFFICIENT. VERIFY 2 I o SEE NOTE 1. SET STAKES PARALLEL TO SUITABILITY AND CONDITION OF TOPSOIL AS A GROWING MEDIUM. PERFORM SOIL TEST/ANALYSIS AND PROVIDE ADDITIONAL AMENDMENT AS CK I CK d a PREVAILING WIND. DETERMINED BY SOIL TESTS. TOPSOIL SHALL BE A LOOSE, FRIABLE,SANDY LOAM, CLEAN AND FREE OF TOXIC MATERIALS, NOXIOUS WEEDS,WEED C B 1 a ° o SEEDS, ROCKS, GRASS OR OTHER FOREIGN MATERIAL AND A HAVE A PH OF 5.5 TO 7.0. IF ONSITE TOPSOIL DOES NOT MEET THESE MINIMUM PLANTER BED "r"" 1 CL STANDARDS, CONTRACTOR IS RESPONSIBLE TO EITHER: .•, . CK I o A)PROVIDE APPROVED IMPORTED TOPSOIL, OR 1 'o p B)IMPROVE ON-SITE TOPSOIL WITH METHODS APPROVED BY THE LANDSCAPE ARCHITECT. K CL CONSTRUCT 2"EARTH BERM AT EDGE OF 15. IF IMPORTED TOPSOIL FROM OFF-SITE SOURCES IS REQUIRED, ENSURE IT IS FERTILE, FRIABLE, NATURAL LOAM,SURFACE SOIL, REASONABLY FREE CALLOUT NUMBERS 1 REFER TO NUMBERED I o o ROOTBALL, FILL TREE RING W/MULCH,AS OF SUBSOIL,CLAY LUMPS, BRUSH,WEEDS AND OTHER LITTER,AND FREE OF ROOTS,STUMPS,STONES LARGER THAN 2 INCHES IN ANY DIMENSION, CALLOUT NOTES r0 NOTES BELOW 2 F: CK oo ° SPECIFIED. AND OTHER EXTRANEOUS OR TOXIC MATTER HARMFUL TO PLANT GROWTH. o A) OBTAIN TOPSOIL FROM LOCAL SOURCES OR FROM AREAS HAVING SIMILAR SOIL CHARACTERISTICS TO THOSE FOUND ON THE PROJECT SITE. 1. PROPOSED TURF AREA AAr....:.4 1 J -� 3"THICK MULCH LAYER, KEEP MULCH 3"AWAY OBTAIN TOPSOIL ONLY FROM NATURALLY,WELL-DRAINED SITES WHERE TOPSOIL OCCURS AT A DEPTH OF NOT LESS THAN 4 INCHES. 0 2. PROPOSED 5'WIDE CONCRETE WALKWAY CK FROM TRUNK. B) REPRESENTATIVE SAMPLES SHALL BE TESTED FOR ACIDITY, FERTILITY,TOXICITY,AND GENERAL TEXTURE BY A RECOGNIZED COMMERCIAL OR r..... 1 3. PROPOSED PARKING AREA A 2 GOVERNMENT AGENCY AND COPIES OF THE TESTING AGENCY'S FINDINGS AND RECOMMENDATIONS SHALL BE FURNISHED TO THE OWNER'S CK 4 REPRESENTATIVE BY THE CONTRACTOR. NO TOPSOIL SHALL BE DELIVERED IN A FROZEN OR MUDDY CONDITION.ACIDITY/ALKALINITY RANGE-PH. 4. PROPOSED BIKE RACK 2 3 : • I z Sue's Subdivision 5.5 TO 7.6. 5. PROPOSED PATIO 1 CL BW :: 1 Bk. 80 Pg. 8571 .� 16. IMMEDIATELY CLEAN UP ANY TOPSOIL OR OTHER DEBRIS ON THE SITE CREATED FROM LANDSCAPE OPERATIONS AND DISPOSE OF PROPERLY OFF 6. PROPOSED COMMUNITY GARDEN AREA r..... CK o PA I o C) bm,IV SITE.SITE. 7. PROPOSED TRASH ENCLOSURE 1 r0. Uj w 17. TREES SHALL NOT BE PLANTED WITHIN THE 10'-0"CLEAR ZONE OF ALL A.C.H.D. STORM DRAIN PIPE, STRUCTURES, OR FACILITIES. TREES SHALL NOT o //�//�//� ////// /// ///A//�// - U / /�/ / /��/ /A/� A / /V/ / BE PLANTED WITHIN 5'-0"OF AN A.C.H.D.SIDEWALK. 2 I p w _ /% < 18. SEEPAGE BEDS AND OTHER STORM DRAINAGE FACILITIES MUST BE PROTECTED FROM ANY AND ALL CONTAMINATION DURING THE CONSTRUCTION ' AA \/ I� COMMERCIAL SLOW RELEASE FERTILIZER AND INSTALLATION OF THE LANDSCAPE IRRIGATION SYSTEM. CLr .I. �` ���' ?(.,,:t;•�' <jr. o -III- - - - - TABLETS 19. IN THE EVENT OF A DISCREPANCY, NOTIFY THE LANDSCAPE ARCHITECT IMMEDIATELY. JS 4:*; PF '..' Ili SIDES OF HOLE ROUGH&UNEVEN - IRRIGATION NOTES: PLANT SCHEDULE Y: ...J : BACKFILL WITH APPROVED TOPSOIL AND if r.A 2 �: ''''` `• ~.'';:''`:' I WIDTH WIDTH WIDTH WIDT WIDTH SOIL AMENDMENTS AS SPECIFIED. 1. ALL LANDSCAPED AREAS SHALL HAVE AN AUTOMATIC UNDERGROUND MS QTY KEY BOTANICAL NAME COMMON NAME SIZE NOTES :. : OF BALL OF BALL OF BALL OF BALL OF BALL BACKFILL IN 6"LIFTS,WATER EACH LAYER, SPRINKLER SYSTEM WHICH INSURES COMPLETE COVERAGE AND PV ...r...... `:.;.. CA :; ;�: ;;,• .�.: 5' MIN. DIA. TAMP LIGHTLY AS REQUIRED, BACKFILL PROPERLY ZONED FOR REQUIRED WATER USES. EACH HYDROZONE IS DECIDUOUS TREES I;; 1 TREE RING SOIL EVEN W/TOP OF ROOTBALL, TO BE IRRIGATED WITH SEPARATE INDIVIDUAL STATIONS. DO NOT OVER COMPACT!! r:::::.::::I•: 2 I 2. PLANTER BEDS AND LAWN AREAS ARE TO HAVE SEPARATE 4 AA Acer rubrum'Armstrong' Armstrong Red Maple 2"CAL. B&B Class II-55'H x 20'W r H I PA HYDRO-ZONES..... 3 SET ROOTBALL ON NATIVE, UNDISTURBED . POP-UP SPRINKLER HEADS SHALL HAVE A MINIMUM RISER HEIGHT OF 4 3 AO Acer rubrum'October Glory' October Glory Maple 2"CAL. B&B Class II-45'H x 30-W 1 I 3 SOIL INCHES AT LAWN AREAS. 6 GT Gleditsia triacanthos inermis'Sunburst' Sunburst Honeylocust 2"CAL. B&B Class II-60'H x 40-W o CL BW I 4. PLANTER BEDS ARE TO HAVE DRIP IRRIGATION SYSTEM OR POP-UP NOTES: SPRAY SYSTEM. 6 PC Prunus calleryana'Chanticleer' Chanticleer Pear 2"CAL. B&B Class II-35'H x 15-W C I 1. REMOVE BURLAP,TWINE,AND WIRE BASKET FROM TOP'/3 OF ROOTBALL. REMOVE ALL NAILS,TIES,AND PLASTIC FROM 5. ELECTRONIC WATER DISTRIBUTION/TIMING CONTROLLERS ARE TO BE 1 TC Tilia cordata Littleleaf Linden 2"CAL. B&B Class II-60'H x 40'W [ A I ROOTBALL. IF SYNTHETIC BURLAP IS UTILIZED TO WRAP THE ROOTBALL, IT SHALL BE COMPLETELY REMOVED. ONLY PROVIDED. MINIMUM CONTROLLER REQUIREMENTS ARE AS FOLLOWS: BIODEGRADABLE BURLAP SHALL BE LEFT ON THE BOTTOM OF THE ROOTBALL. a. PRECISE INDIVIDUAL STATION TIMING CONIFEROUS TREES CD I 2. THE STAKING OF TREES IS TO BE THE CONTRACTOR'S OPTION; HOWEVER,THE CONTRACTOR IS RESPONSIBLE TO ENSURE b. RUN TIME CAPABILITIES FOR EXTREMES IN PRECIPITATION RATES 1 CA Cedrus atlantica'Fastigiata' Columnar Blue Atlas Cedar 6'HGT. 40'H x 10'W 0 3 THAT ALL TREES ARE PLANTED STRAIGHT AND THAT THEY REMAIN STRAIGHT FOR LENGTH OF WARRANTY PERIOD OR 1 YEAR C. AT LEAST ONE PROGRAM FOR EACH HYDROZONE 3 2 AFTER SUBSTANTIAL COMPLETION WHICHEVER IS GREATER. ALL STAKING SHALL BE REMOVED AT THE END OF THE d. SUFFICIENT MULTIPLE CYCLES TO AVOID WATER RUN-OFF 18 JS Juniperus scopulorum'Skyrocket' Skyrocket Juniper 6'HGT. 15'H x 4'W CK "I BW WARRANTY PERIOD. e. POWER FAILURE BACKUP FOR ALL PROGRAMED INDIVIDUAL VALVED 3 PA Picea abies'Cupressina' Cupressina Spruce 8'HGT. 20'H x 6'W G 3. IN THE EVENT OF A QUESTION OR LACK OF CLARITY ON THE DRAWINGS,THE CONTRACTOR IS TO NOTIFY THE LANDSCAPE WATERING STATIONS WILL BE DESIGNED AND INSTALLED TO 3 I I ARCHITECT BEFORE PROCEEDING. PROVIDE WATER TO RESPECTIVE HYDRO-ZONES. 3 PF Pinus flexilis'Vanderwolf Vanderwolf Pine 8'HGT. 26H x 10'W 2 ...�. C B CK I 1 4. LANDSCAPE CONTRACTOR IS TO NOTIFY THE LANDSCAPE ARCHITECT AND OWNER PRIOR TO INSTALLATION OF PLANT 6. INDIVIDUAL VALVED WATERING STATIONS WILL BE DESIGNED AND ORNAMENTAL TREES AA AO INSTALLED TO PROVIDE WATER TO RESPECTIVE HYDRO-ZONES. 1 1 PC 5. WRAP RUBBER CINCH TIES AROUND THE TREE TRUNKS AND STAKES USING EITHER THE STANDARD OR FIGURE EIGHT TYING 7. THE IRRIGATION SYSTEM SHALL BE DESIGNED TO PROVIDE 100% HEAD 2 MS Malus x'Spring Snow' Spring Snow Crabapple 2"CAL. B&B Class I-20'H x 15'W PF NO PC o , METHOD. SECURE THE TIES TO THE STAKES WITH GALVANIZED NAILS TO PREVENT SLIPPAGE. TO HEAD COVERAGE WITH TRIANGULAR SPACING. 904 13 g . 6. WATER TREE TWICE WITHIN THE FIRST 24 HOURS. 8. SPRINKLER HEADS SHALL BE ADJUSTED TO REDUCE OVERSPRAY ONTO 5 PV Prunus virginiana'Canada Red' Canada Red Chokecherry 2"CAL. B&B Class I-25'H x 15'W -'•'` 1'� :. `•T .^:" ::;r IMPERVIOUS SURFACES(BUILDINGS,SIDEWALKS, DRIVEWAYS,AND �•� . , 7. IN THE EVENT HARDPAN SOILS PREVENT TREE PLANTING AS DETAILED, NOTIFY THE LANDSCAPE ARCHITECT IMMEDIATELY. ASPHALT AREAS). SHRUBS/PERENNIALS/ORNAMENTAL GRASSES 1 - mmi,R1L --- ~.".". - -- _ s• 15 BW Buxus microphylla var.japonica'Winter Gem' Winter Gem Boxwood #5 3'H x TW Garden -19.44 CONIFEROUS TREE PLANTING 25 CK Cornus sericea'Kelseyi' Kelsey Dogwood #5 2'H x 4'W Area --.• EXISTING 3 ... ...�:::: TREE TO NOT TO SCALE 28 CL Calamagrostis x acutiflora'Karl Foerster' Karl Foerster Feather Reed Grass #1 5'H x TW co F I. .. I ............. CK REMAIN 9 IC Ilex crenata'Sky Pencil' Sky Pencil Holly #5 7'H x 3'W 3 L.. 3 3 .•.•:•:r': :. JS 3 A A r ROOT FLARE TO BE AT SOIL LINE 6 SM Saliva x sylvestris'May Night' May Night Salvia #1 1.5'H x 1.5'W CL 1 CK CK r I 1 9 TE Thuja occidentalis'Emerald' Emerald Arborvitae #5 10'H x 4'W ,�,•• PREVAILING WIND DIRECTION r I PV r.... PC Car Port 1 3 1 r ble TC SOIL LINE LANDSCAPE REQUIREMENTS AND COMPLIANCE CALCULATIONS :..: AO CL _ PF 2 REMOVE DEAD/DAMAGED BRANCHES AN TOTAL PROJECT AREA:29,363 S.F. A MINIMUM OF ONE TREE PER 35 LINEAL FEET SHALL BE D r•'• • I A i.'.'.'.'.r...: PRUNE TO INTERNATIONAL SOCIETY OF HARDSCAPE AREA: 11,066 S.F. PLANTED ALONG PROPERTY BOUNDARIES. ... 3 1 ARBORICULTURE STANDARDS; IMPROPERLY BUILDING AREA:7,179 S.F. � r • L E 2 BW BW FlWk :]:::::r:::' _ PRUNED TREES AS DETERMINED BY THE TOTAL LANDSCAPE AREA: 11,118 S.F. (37.9%OF SITE) 99 L.F. ON NORTHERN BOUNDARY 3 ::,.,. ..;• r �I \ LANDSCAPE ARCHITECT)SHALL BE REMOVED TOTAL LANDSCAPE COVERAGE: 5,300 S.F. (47.6%) REQUIRED TREES: 3 JS I °' r AND REPLACED. OPEN SPACE CALCULATIONS. 27 S.F. PROPOSED TREES.3 L DO NOT REMOVE MAIN 78 O ' N LEADER!! 4 2 o MINIMUM PLANT SIZES SHALL BE USED: 170.5 L.F. ON NORTHEASTERN BOUNDARY ... ... . o - - RUBBER CINCH TIE SHADE TREES: 2 INCH CALIPER REQUIRED TREES: 5 1 5' o ORNAMENTAL TREES: 2 INCH CALIPER PROPO � SED TREES:5 Car Port ;.` t:'''.;: ":•,. � �- 2"x 2"WOOD STAKE LENGTH AS EVERGREEN TREES: 6 FOOT HEIGHT 3 ;��• Car Port Car Po - WOODY SHRUBS. 2 GALLON POT STERN BOUNDARY 3 REQUIRED)-DO NOT PENETRATE ROOTBALL. 110 L.F. ON SOUTHER CL .••-....• 2 x JS '' -• SEE NOTE 1. SET STAKES PARALLEL TO REQUIRED TREES: 3 3 PV PREVAILING WIND. A MINIMUM OF ONE CLASS II TREE SHALL BE PLANTED PROPOSED TREES: 3 ••ter.•.•.•.•.•.• . JS r. 25 19 3 O I 3 (o EVERY 35 LINEAR FEET OF STREET FRONTAGE. EXISTING TREES TO RETAIN: 1 NO. REVISION/ISSUE DATE 9 I CL Z REMOVE TREE WRAP TRUNK PROTECTION, r .. .............. ----------- TE L AFTER INSTALLATION 65.67 L.F.OF ROAD FRONTAGE ON NORTHERN BOUNDARY 280.75 L.F.ON WESTERN BOUNDARY 19 25' 19' w W. AVE.) IDAHO A 8 TREES REQUIRED PC STING J CONSTRUCT 2"EARTH BERM AT EDGE OF REQUIRED CLASS ll:2 10 TREES PROVIDED o000000❑❑00000o V ROOTBALL FILL TREE RING W/MULCH, S PROPOSED CLASS II 2 000 I o000 0 1 O n x 3 12"RCP H A ° ..�.:.:...IL._:_:_ .:. ------ ---- ------- ------ L 2592.80' z SPECIFIED. TOTAL NUMBER OF TREES REQUIRED:26 GT ....... - FRONTAGE ON SOUTHERN BOUNDARY ° .... ........... 25' ......... 7 > 64.75 L.F.OF ROAD TOTAL NUMBER OF TREES PROPOSED:27 1 FR : :.'.:.- ------ belli ------ - .................... 3 tzl H LAYER, KEEP MULCH 3 AWAY (W. BROADWAY AVE.) TOTAL NUMBER OF TREES EXISTING TO REMAIN: 1Ca�vKnow ero�e...................................... ya, No Cap """"""" 65.7T MBiCog "" 98' """" JS _ FROM TRUNK. REQUIRED CLASS II:5 TOTAL NUMBER OF TREES(EXISTING AND PROPOSED):28 E .................... _ ••••`�.••••••••••••• _ ALL 2 BUSINESS DAY ••••..... o ,� - : - 25 PROPOSED CLASS II:5 TOTAL NUMBER OF TREE SPECIES REQUIRED:5 CINADVANCE BEFORE S ° ........... ... ...... ... E-L- TE 9 45 55 E 164. _ 2 TOTAL NUMBER OF TREE SPECIES PROPOSED:7(NOT YOU DIG,GRADE,OR 2 t- EH- fE�- TE -� 2 10/26/20 EXCAVATE FOR THE - TEH- TES- abz FINISH GRADE COUNTING EXISTING TREES) moo Gt' Goo MARKING OF 1 d 00'���'�'Do UNDERGROUND m Q EP 2 w �w /� A / // / / ///////A/ COMMERCIAL SLOW RELEASE FERTILIZER �000�iQ� ��, 00o MEMBER uralr►Es co EP EP GT o /V/ V /V/ / ALL LANDSCAPED AREAS SHALL BE PROVIDED WITH AN o0o SCA o00 ° o C ti� GTI A \ \ \ \ oaao❑D00000 - H2O H2O H2O H2E 2E H2O�P H21��P �e H2U fie H2O EP H2❑ EP H2O EP H2E EP i E o H2O EP - _j Q� // / /� ��//\ V j�////�//�// TABLETS UNDERGROUND AUTOMATIC IRRIGATION SYSTEM. O U) vwi -III A / SIDES OF HOLE ROUGH&UNEVEN o ��cl� E3 o O III / �/� / BACKFILL WITH APPROVED TOPSOIL AND REMOVE ANY PLASTIC, BURLAP, NAILS,OR OTHER w O O�� i III III SOIL AMENDMENTS AS SPECIFIED. , i~ IfD � 597.12' �/ MATERIALS FROM THE ROOTBALL WHICH MAY LIMIT 11 660.04' BACKFILL IN 6"LIFTS,WATER EACH LAYER, !' v v W + A o S 89°45'55"W 1257.17' Q „III ROOT GROWTH w o CU p� WIDTH WIDTH WIDTH WIDTH WIDTH TAMP LIGHTLY AS REQUIRED, BACKFILLEl � � V'�� h'� , o SSMH z Oyu OF BALL OF BALL OF BALL OF BALL OF BALL SOIL EVEN W/TOP OF ROOTBALL, �� �� •'� CONSTRUCT 2"EARTH BERM TO FORM A WATER z z Rica=-2593 o SS SS SS SS SS SS SS SS SS SS SS �SS SSA SS SS 5' MIN. DIA. DO NOT OVER COMPACT!! t\ �� * = RETENTION BASIN, FILL BERM WITH MULCH,AS a z 0 PVCE&W EP -P EP EP EP EP EP EP ��P EP EP '- � `I� ✓ E, TREE RING �� ! , SPECIFIED w w v a z Tnv=2585.58' M O SET ROOTBALL ON NATIVE, UNDISTURBED L o �y� SOIL MULCH, PER PLANS,3"DEPTH OVER ENTIRE BED. DO Ui Ca a w or��y� / v�T�� NOT COVER CROWNS OF PLANTS a -A-,Control Cap, EHP EHP EHP EHP EHP � iP EHP EHP EHP EHP \EHP EHP --OHI NOTES: - ADDNEY EVANS t PARTNERS .,..,a,.,.,,,n„o EHP H Fq , 2 _ \ \\ - - PROVIDE COMMERCIAL FERTILIZER TABLETS AND 3 1. REMOVE BURLAP,TWINE,AND WIRE BASKET FROM TOP/3 OF ROOTBALL. REMOVE ALL NAILS,TIES,AND PLASTIC FROM -III-III- /\// // reandpartners.com+208-514-3300+1014 S.La Pointe,Boise,Idaho 83706 ROOTBALL. IF SYNTHETIC BURLAP IS UTILIZED TO WRAP THE ROOTBALL, IT SHALL BE COMPLETELY REMOVED. ONLY -III \ / BIOSTIMULANT,AS SPECIFIED, FOR EACH SHRUB a o LANDSCAPE PLAN BIODEGRADABLE BURLAP SHALL BE LEFT ON THE BOTTOM OF THE ROOTBALL. -1 1 I 1 I�//� _ /AA/ BACKFILL WITH APPROVED TOPSOIL AND SOIL 20 0 20 40 60 2. THE STAKING OF TREES IS TO BE THE CONTRACTOR'S OPTION; HOWEVER,THE CONTRACTOR IS RESPONSIBLE TO ENSURE - = A V�V - - AMENDMENTS,AS SPECIFIED. BACKFILL IN 6"LIFTS, THAT ALL TREES ARE PLANTED STRAIGHT AND THAT THEY REMAIN STRAIGHT FOR LENGTH OF WARRANTY PERIOD OR 1 YEAR _ / / // // - AFTER SUBSTANTIAL COMPLETION WHICHEVER IS GREATER. ALL STAKING SHALL BE REMOVED AT THE END OF THE WATER EACH LAYER, DO NOT TAMP OR OVER CONNOR SQUARE APARTMENTS SCALE: 1"=20' o° = III= 1 = - III- coMPACT. 604 W. BROADWAY AVE. WARRANTY PERIOD. - 3. IN THE EVENT OF A QUESTION OR LACK OF CLARITY ON THE DRAWINGS,THE CONTRACTOR IS TO NOTIFY THE LANDSCAPE - "i ARCHITECT BEFORE PROCEEDING. 12" WIDTH OF 12" CONSTRUCT 6"MOUND OF TOPSOIL MERIDIAN ID 83642 A 4. LANDSCAPE CONTRACTOR IS TO NOTIFY THE LANDSCAPE ARCHITECT AND OWNER PRIOR TO INSTALLATION OF PLANT MIN. ROOTBALL MIN. MATERIAL. CONDITIONAL USE PERMIT 5. WRAP RUBBER CINCH TIES AROUND THE TREE TRUNKS AND STAKES USING EITHER THE STANDARD OR FIGURE EIGHT TYING NOTES: METHOD. SECURE THE TIES TO THE STAKES WITH GALVANIZED NAILS TO PREVENT SLIPPAGE. o 6. WATER TREE TWICE WITHIN THE FIRST 24 HOURS. 1. SHRUB SHALL BEAR SAME RELATIONSHIP TO GRADE AS IT DID IN NURSERY. a 0 7. IN THE EVENT HARDPAN SOILS PREVENT TREE PLANTING AS DETAILED, NOTIFY THE LANDSCAPE ARCHITECT IMMEDIATELY. 2. WATER SHRUB TWICE WITHIN FIRST 24 HOURS. LANDSCAPE PLAN 8. FOR TREES LOCATED WITHIN ROADSIDE PLANTERS LESS THAN 8'-0" IN WIDTH, PROVIDE TREE ROOT BARRIER(DEEPROOT 3. THIN BRANCHES AND FOLIAGE BY/3 #24-2 OR APPROVED EQUAL). LOCATE ROOT BARRIER AT BACK OF CURB AND EDGE OF SIDEWALK. ALL TREE INSTALLATIONS 4. DO NOT CUT LEADERS TO RETAIN NATURAL SHRUB SHAPE. Ln SHALL CONFORM TO ALL AGENCY APPROVAL REQUIREMENTS, CONTRACTOR SHALL VERIFY PRIOR TO ANY INSTALLATIONS. 5. FOR CONTAINER GROWN PLANTS THAT ARE ROOTBOUND, SPLIT THE ROOTBALL WITH 3 EQUAL SPACED r_ VERTICAL CUTS. N PROJECT SHEET DECIDUOUS TREE PLANTING SHRUB PLANTING 20085 CD 04 NOT TO SCALE 3 NOT TO SCALE DATE N 10/22/20 L 1 ° i O DRAWN BY CHECKED BY Q BSS BSS 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 AGENCY REVIEW -)Lill Studio L Architecture SHEET INDEX I 1 15 Heights Dr. Bose, Idaho 83702 A 1 .0: GENERAL SITE PLAN AND CODES cell lar phone: (208)890-02 s E-Mail:rmsLabrie@yahoo.com A2.0: OVERALL FLOOR PLANS A2. 1 : INDIVIDUAL FLOOR PLANS W. I DAH O AVE A4. : BUILDING ELEVATIONS ©Copyright 2019 These Documents, 1 A4. I : BUILDING SECTIONS as Instruments of service, whether A4.2: BUILDING SECTIONS the Project for which they are made A4.3: BUILDING SECTIONS is executed or not, SHALL NOT BE USED BY ANY PERSON OR ENTITY A4.4: WALL DETAILS WITHOUT THE WRITTEN CONSENT 52.0: FOUNDATION PLAN AND DETAILS OF Studio L Architecture. These 52. 1 : FLOOR AND ROOF FRAMING PLANS Documents are and shall remain the 52.2: SHEAR PLANS property of the Architect. 89047'43"W 65.6 ' - --------------------------- ---------------------- CODES — ' 2015 IBC, 2012 IFC, 201 5 IEEC, 201 2 IMC, 201 2 IFGC, 2009 ICC/ANSI A 1 1 7. 1 , 20 10 AMERICANS W/DISABILITY ACT, i 2017 NEC, 2017 IDAHO STATE PLUMBING CODE O s j OCCUPANCY CLASSIFICATION: R-2 1D 73 i I CONSTRUCTION TYPE: V-B Q FULLY SPRINKLERED, PER CODE — i OVERALL BUILDING HEIGHT 27-01 0 0 x = o GENERAL "ACCESSIDILTY' MULES m U U APARTMENTS FALL UNDER R-2 OCCUPANCY 2015 IBC 1107.6.2: Q Iz j �0 0 0 # 1 O 1 0 ACCESSIBILTY ANALYSIS IS DONE PER PARCEL, NOT UNIT TYPE. j # 104 ' - REfERENCE CIVIL -UNITS WILL EITHER BE TYPE "A" "B" OR NEITHER ' I� � p B SHEETS I`0K m TYPE "A" E o j Bldg #3 o - IF THE TOTAL NUMBER OF UNITS (FRONT DOORS) ON THAT PARTICULAR i-- L # 102 # 103 SITEPLAN AND PARCEL IS > 20 THEN 2% (NOT LESS THAN ONE UNIT) HAS TO BE TYPE "A". � � D _21 -T 7 YPE" A" MEANS THAT ALL SPACES NEED TO BE ACCESSIBLE PER ICC A ! 51 DEWALK 1 17. 1 . IF THE UNIT IS 2 STORY THEN A WHEEL CHAIR LIFT OR RESIDENTIAL V Lo ELEVATOR IS REQUIRED. U � C A I c� j LOCATIONS - IF LESS THAN 20 UNITS ON PARCEL, THEN NO TYPE "A" REQUIRED r0 j I •. TYPE 557 W. Idaho Ave. j N I o ALL "TYPE B" UNITS NEED TO COMPLY WITH FAIR HOUSING ACT o ;5 m -U ! U N - 2015 IBC 1 1 07.7.2 IS AN EXCEPTION STATING THAT IF THE UNIT IS 2 O STORIES AND IS NOT SERVED BY AN ELEVATOR, THEN THE UNIT DOES NOT # 104 # 103 i HAVE TO COMPLY WITH "B" TYPE REQUIREMENTS. U j -IF THE 2 STORY UNIT IS A MEZZANINE UNIT, MEANING THE UPSTAIRS IS <' CA S 89°47'13" W 98.98' OF THE DOWNSTAIRS AREA, THEN IT FALLS UNDER THE REQUIREMENTS OF TYPE "B" UNITS. THERE IS ALSO AN ADDITIONAL REQUIREMENT STATING THAT ! ANY SPACE (EX: BEDROOM) THAT IS PROVIDED IN THE MEZZANINE MUST j I Bldg # I ALSO BE PROVIDED ON THE MAIN LEVEL. IUC i i ARCHITECT # 101 # 102 # ' 04 # 103 PROJECT SPECIFIC REQUIREMENTS AR-� B A A 1 '; BASED ON THE CIVIL PLAN LAYOUT, THERE ARE 12 UNITS SO NO "TYPE "A" j C 7 REQUIRED. SINCE ALL UNITS ARE 2 STORY, NO TYPE 5'' IS REQUIRED. i Bldg #2 i ! # 101 # 102 ! A ao i 604 W. Broadway Ave. j o nTA'l L GATES { STATE OF IDAHO 1 5 CAL i o j I N j 528 W. Broadway Ave. i o o o Addenda/Revisions I N I � I � I � I � I � I � I � j I Project Data I ■ Project No.: 1934 I ■ Date: 9.2 6.19 I ■ Drawn By: P L - I ■ Checked By: PGL I � I � N 89045'55" E 164.75' ALL DRAWINGS TO BE REVIEWED AND VERIFIED BY CONTRACTORS PRIOR TO CONSTRUCTION, NOTIFY STUDIO L ARCHITECTURE OF ANY ERRORS, OMISSIONS, AND/OR PROPOSED CHANGES IN THE PLAN PRIOR TO CONSTRUCTION, OR FABRICATION. W. BROAD WAY AVE Sheet Title GENEN/ALrD A SITE PLAN/ CODES SITE PLAN Sheet Number "= 20'-O" N OKTh A 1 00 Q . m Q m Studio L 43-0' 50-°"2 I,-°„ 2 I,-°„ GENERAL NOTE5 Arch Itectu re 25'-0 25'-0-0 1-0" 1 3'-0" 8'-0" 8'-0" 1 3'-°II � �� � �� I . ALL EXTERIOR WALLS TO BE 2xG WOOD STUDS @ I G" O.C. 21 15 Heights Dr. EXCEPT COMMON WALL Boise,Idaho 83702 ABC Cellular phone: (208)890-0218 2. ALL INTERIOR WALLS TO BE 2x4 WOOD STUDS @ I G" E-Mail:rm5Labrie@yahoo.com O.C., UN.0. -------- -----� O Co r1 ht 201 9 These Documents, 3. 5/8" TYPE 'X' GYPSUM WALLBOARD ON ALL INTERIOR WALLS AND as nstu ments of service, whether -- I CEILINGS, U.N.O. the Project for which they are made 15 fXCClJtCd or not, 5HALL 4. INSULATION: USED BY ANY PERSON OR NOT X X2 R-38 ROOF INSULATION WITHOUT THE WRITTEN CONSENT i A4.2 I R-2 1 WALL INSULATION OF Studio L Architecture. These 2' OF R-10 INSULATION @ PERIMETER OF SLAB Documents are and shall remain the I ----------_---_--- ------------ ---- 5. CONSTRUCTION TO MEET ALL LOCAL AND NATIONAL property of the Architect. o 0 0 0 BUILDING CODES AND REGULATIONS. (IBC 201 5) 0 0 0 BUILDING 15 G. VERIFY ALL INFORMATION PRIOR TO CONSTRUCTION. � O ------ ------ 0 SPRINKLERED I FIRE RISER NOTES: ( 1 ----_ Q --- 7. TYPE 'X' GYP. BOARD @ USABLE SPACE UNDER STAIRS 0 0 0 o FIRE SPRINKLER/MECHANICAL _ 0 o I o o ROOM5(TYP OF 4): G' 0 8. WINDOW AND DOOR SIZES: EXAMPLE, 30G8= 3'-0" WIDE X -8" TALL Qo �o EXTERIOR WALLS TO BE 2x6 ALL WINDOW HEADERS @: WOOD STUDS @ I G"O.C. UPPER FLOOR @ 7'-0" ---- _ JE W/R-19 BATT INSULATION,8' MAIN FLOOR @ 0-8" 73 BUILDING 15 5PRINKLEKED _ I FIRECODE CORE GYPSUM SHEATHING ON EXTERIOR AND 8 9. MUST MEET IECC 20 15. MECHANICAL INSTALLER TO SUPPLY HEATING AND (�1 O P�i� O �0TYPE'X'GYPSUM WALLBOARD ON COOLING LOADS CALCS. (MANUAL J/D) PROVIDE ADJUSTABLE l��JJ`° THE INTERIOR (2)LAYERS OF5" BALANCING DAMPERS IN EACH INDIVIDUAL DUCT. PROVIDE 0 1 N UR WALL: WP 370 0 = — I WALL: WP 37O = TYPE'X'GYP. BD @ CEILING. FIRE PROGRAMMABLE THERMOSTAT. PERFORM DUCT BLAST TEST. — — O — — — CAULK ALL PENETRATIONS c� CV 7 � 10. CARBON MONOXIDE DETECTOR AT HALLWAY r—� /� PROVIDE SIGNAGE ON A VISIBLE OUTSIDE BEDROOMS73 I I A—A4.2 A—A4.2 AREA OF WALL CL05E TO THE • L (V o o FIRE SPRINKLER ROOM STATING I I . CONFORM TO REQUIREMENTS * GUIDELINES OF A.D.A. AND FAIR HOUSING N O O "KEEP AREA AROUND FIRE v _ O 1 � ACT AS APPLICABLE. l`SPRINKLER EQUIPMENT FREE OF O Q — I OBSTRUCTION"LETTERS TO BE " o 12. MOUNT (I) FIRE EXTINGUISHER W/ MIN. RATING OF 2A-I OBC @ o o 4.3 (� MIN., METAL(TYP OF 2) O A o N EXTERIOR OF BUILDING WHERE SHOWN ° ° (� 13. ALL MILLWORK DETAILS AND ROUGH OPENINGS TO BE PROVIDED BY > 0 0 — THE BUILDER. co 0 ^ ii ^ O O m ­T1 A-A4.3 p - A-A4.3 0 o J o VVV I - m ------------------ co m 0 o I O A4.2 __ _ I _ _ 5QUARE FOOTAGE5 CID �' I UNIT A: MAIN LEVEL G31 S.F. -N ' Irk UPPER LEVEL 350 S.F. O TOTAL SQUARE FOOTAGE 961 S.F. UNIT B: A/C MAIN LEVEL 49G S.F. UPPER LEVEL 408 S.F. O L O 21'-0" 11 14'-01' 11 81-011 '-0" '-0" 13'-0" 8'-0" 4'-0" 10'-0" 8'-0" 3'-0" TOTAL SQUARE FOOTAGE 904 S.F. 43'-0" 25'-0" 25'-0" TOTAL BUILDING: O S 50'-0" (3) "A" UNITS 2943 S.F. (1) "B" UNITS 904 S.F. OVERALL O F F E R LOOK R TOTAL SQUARE FOOTAGE 3847 S.F. i� - „ OVERALL LOWER FLOOR 1/8 — I O 1/8 — I -0 O — U OQ WALLS AND INTERIOR PARTITIONS, WOOD-FRAMED WALLS AND INTERIOR PARTITIONS, WOOD-FRAMED GA FILE NO. WP 3380 GENERIC 1 HOUR 50 STC W/ INS. GA FILE NO. WP 3370 GENERIC 50tffOVW5. 45 to 49 STC uc�s�o GYPSUM WALLBOARD, WOOD STUDS FIRE GYPSUM WALLBOARD, WOOD STUDS FIRE SOUND AMHrrECT AR-2W One layer 5/8" type X gypsum wallboard or gypsum veneer base applied parallel or at One layer 5/8" type X gypsum wallboard or gypsum veneer base applied parallel or at right angles to each side of 2 x 4 wood studs 16" o.c. staggered 8" o.c. on 2 x 6 wood right angles to each side of double row of 2 x 4 wood studs 16" o.c. on separate plates plates with 6d coated nails, 1 7/8" long, 0.0915" shank, 1/4" heads, 7" o.c. 1" apart with 6d coated nails, 1 7/8" long, 0.0915" shank, 1/4" heads, 7" o.c. X X Joints staggered 24" on opposite sides. Horizontal bracing required at mid-height. Joints staggered 16" on opposite sides. Horizontal bracing required at mid-height. (LOAD-BEARING) (LOAD-BEARING) XBM" OF IDAHGATO ���,,�►LtG Thickness: Thickness: 9 1/2" Approx. Weight: Approx. Weight: 8 psf Fire Test: Fire Test: See WP 3605 (UL R1319-4, 6, 6-17-52; Addenda/RCV15Ion5 WF 3380 DETAIL WF 3370 DETAIL I hOUR FIRE WALL DETAIL I HOUR FIRE WALL DETAIL NOTE: ADD 2 3'" FIBER GATT IN5ULATION A5 NOTE: ADD 2 3 '" FIBER BATT INSULATION A5 Project Data ( ) 2 ( ) 2 NEEDED TO ACHIEVE MIN. STC OF 50 NEEDED TO ACHIEVE MIN. 5TC OF 50 ■ Project No.: 1934 ■ Date: 9.28.1 9 ■ Drawn By: RGL ■ Checked By: RGL ALL DRAWINGS TO BE REVIEWED AND VERIFIED BY CONTRACTORS PRIOR TO CONSTRUCTION, NOTIFY STUDIO L ARCHITECTURE OF ANY ERRORS, OMISSIONS, AND/OR PROPOSED CHANGES IN THE PLAN PRIOR TO CONSTRUCTION, OR FABRICATION. Sheet Title OVERALL F LOOR FLANS Sheet Number A200 z z z o Studio L 0 J 0 J 0 J ■ o o o Architecture 30'-0" 21'-0" (2r' I 13'-931, 9'_21 3. 1,. eig isr. 7'-0" 15-7-4 5-44 4'-0" 21'-0" Boise,Idaho 83702 40 Cellular phone: (208)890-0218 5-0 CLR 12'-24" 4" E-Mail:rmsLabrie@yahoo.com 1 HOUR WALL:WP 3370 OF COMMON 1 HOUR WALL:WP 3370 ©Copyright 20 19 These Documents, WALL as instruments of service, whether the Project for which they are made 1 HOUR WALL:WP3380 s„ =N C� CL OF COMMON TYPE'X' I� 1s executed or not, SHALL NOT BE WALL TUB/SHWR a _m [�D SHWR/ `� WITHOUT THE WRITT N OR? USED BY ANY PER5ON ENTITY �,— � I GYP.BD. BATH #1 REF. 22 x 30 CONT.BEHIND o 8'CLG MECHANICAL -1N o TUB 5"TYPE'X'GYP.BE. OF Studio L Architecture. These 3'x 4' I PANTRY — ATTIC TUB TO FLR, �o VINYL INSERT a CONC. `X SINGLE LAYER 1/2"FIRE I BATH #1 ACCESS 2668 SEE DETAILS �o CONT.BEHIND Documents are and shall remain the STOOP "' — — SHWR/ o TUB TO FLR,SEE property of the Architect. TREATED PLY @MECH 8'CLG PANEL A3.0 _ p co �I x X TUB 5, _ BATH #2 v DETAILS A3.0 UNIT/SHARED WALE--- " N a'TYPE'X'GYP. chime 36"SQ. DEN N FRESH INSERT 8'CLG AIR SOFFIT @ 20"WIDE X 11 o J BE.CONT. - VINYL CONC 2x6 7/8"TALL,SEE 1-A4.1 00 X J BEHIND TUB =1� BEDROOM m m PAD 8'CLG 2x6EL O (D w ¢ Lp CARPET _ f1 N W Z o TO FLR o N 8'CLG °� 0 2x6 SD 2668 2868 V J 00 KITCHEN v o — CARPET N cD ACKE M 8'CLG x cn 468 868 - I S E Y E 0 o DW LOSE T KE —I� 2x6 m cv o A4.4 FIRE 3'-4" o ® /D =1� SD �o N 4068 BIPASS CONCRETE PATIO SPRINKLER 2x6 WALL 42"TALL SD — O v 2468 N o _ m REF. _ CLOSET = N PROVIDE 2x6 @ RAISED BAR ON 15R LE — �, INTERIOR HEADER DESK 2668 FIRE R&S O N 0 N 73 FOR FUTURE BLIND EX NGUI ER _ _ _ 8'CLG INSTALLATION i; 32"HIGH -IN 2x4 HALF \ VAULTED N L — R&S o I- —II�— 11 7/8"TALL SOFFIT, II II _ 5'-9 I 3'-1 3 = WALL 42" co 4'-10 1 3 O Q 2 2-7 3 1 4 O WH 20 MINUTE — p _ 0 2 9 4 SEE DETAIL 1-A4.1 3_p— _9 N O CUSTOM DOOR ¢ O M 4 = 4 DESK =1N O COUNTER N 32"x 70"RO-OP CLOSET LIVING GROMMET o MECH - 8'CLG N Lu �m om KITCHEN m 32"HIGH � N m o PROVIDE 2x6 @ O O 8'CLG FUN J = C0 J INTERIOR HEADER GROMMET u z o ¢ m CONCRETE PATIO caoo FOR FUTURE BLIND 00 0o DW O \ — O 5/8"GYP.BD. DUCT CHAS EL 24" cq o 2'-5 „ JCIO 15 Lu Cl)Lu I N @ MECH WIDE AIL 2-A4.1 - co INSTALLATION c� cD M w J N 01 — — — — — — — — — — — — — — — — a U 00 J o � � m � � a m 2x6 WALL 42"TALL ? �"' o Ln x o Q J J RAISED BAR w J o a ¢ LINE OF FLOOR ABOVE a J 0 0 4x8 BLOCK FOR a 1 o a - 14'-2" o T-0 3/4" w z NEWEL POST = `Q Z) — z of VINYL 7-I I/4 Q Q O O _ > F o o c� FRESH z CARPET LL w m¢ p N N w _ R 4 UP15R AIR O z Y �� E N RY - OPEN TO BELOW C0 J Z PLASTIC GROMMETS UP 15R — I O �' m LIVING ROOM 4x8 BLOCK FOR � l L VINYL N VAULTED NEWEL POST 26 0 SH 265 SH 26 0 SH —crN� = 3 3 ENTRY CD O m VA D — IN m INYL �t — oo O I 3 3 `D N (] 2-01 5-0- 2-3- — — — — — m CLI 4'-1" 2'-9" 2'-9" 2 4 4 — if COVERED CONC.JI N 1 1'-7 I" PORCH 2 2 J O F- 2650 S.H. 2650 S.H. 2650 S.H. 7'-0" 4'-0" 19'-0" .1 � U 30'-0" 21'-0" 3 9 2'-91 21_91 31_911 4'-72' 2-22 O 2'-0" 2'-0" 13'-0" . . '-2" G'-10" 25'-0" C 40 O -� 4) — U FLAN B- MAIN ELOOK FLAN A- UPPER ELOOK PLAN A- MAIN ELOOK ° Q 1/4"= 1 '-0" 4G3 SFT 2114II= 1 '-0" 432 SFT 31/4"= 1 '-0" G 10 5FT LICENSED o ARCHITECT U J if 09 30'-0" QJ-' AIR 26W 7'-0" 23'-0" 41 1 HOUR WALL:WP 3 80 _ OF COMMON - ROBIN L GATES % WALL GENERAL NOTES STATE Cif II]AHO IFLAT 2x4 WALL FRAMING @ CHASE 54 1,, [�DBATH #2 0 1 . ALL EXTERIOR WALLS TO BE 2xG WOOD STUDS @ I G" O.C. If 8'CL SINGLE LAYER 1/2"FIRE VINYL G I TUB/ 5"TYPE'X'GYP.BDLn EXCEPT COMMON WALL TREATED PLY @ 4'-0" 9-2 a o SHWR CONT.BEHIND 2. ALL INTERIOR WALLS TO BE 2x4 WOOD STUDS @ I G UINSERT TUB TO FLR 0.C., U N.0. Addenda/Revisions v �' BEDROOM #1 N _ STRUCTURAL STAMP 3. 5/8" TYPE 'X' GYPSUM WALLBOARD ON ALL INTERIOR WALLS AND 8'CLG 1 2_3 1 =1N IS ONLY FOR 8'-G-" CARPET 2'-3-" � 22 3�_g-�� 3'-4-" °' CEILINGS, U.N.O. 2 —41 2-6" 2668 2 DN 15R —iIN ib HANDRAIL DETAIL 4. INSULATION: o �-L?� SD SD m o R-38 ROOF INSULATION R-2 1 WALL INSULATION WALL BRACKET CONNECTIONS 2' OF R-10 INSULATION @ PERIMETER OF SLAB Project Data PER MANUFACTURER, I I I 2" RAIL o ■ Project No.: 1934 -IN M 200# MIN. CAPACITY p c�l� cv D � � 0 2 BALUSTERS, 5. CONSTRUCTION TO MEET ALL LOCAL AND NATIONAL ■ Drawn By: RGL 6068BYPASS S N BUILDING CODES AND REGULATIONS. (IBC 201 5) ■ Date: 9.28.19 N O J N @ 4 O.C. W/ ■ Checked By: RGL C1 a c" < 4" CLR G. VERIFY ALL INFORMATION PRIOR TO CONSTRUCTION. � o F_ — — -1 C :D Lau 7. TYPE 'X' GYP. BOARD @ USABLE SPACE UNDER STAIRS R&S ATTIC c�i = WOOD HANDRAIL 2" RAIL ALL DRAWINGS TO BE REVIEWED AND ACCESS - VERIFIED BY CONTRACTORS PRIOR TO — — � WALL BRACKET CONSTRUCTION,WINDOW AND DOOR SIZES: EXAMPLE, 30G8= 30 WIDE X G-8 TALL CONSTRUCTION, NOTIFY -1N -1N @ 4' O.C. MAX. <4" DIA. `Y? ALL WINDOW HEADERS @: STUDIO L ARCHITECTURE OF ANY ERRORS, v UPPER FLOOR @ 7-O OMISSIONS, AND/OR PROPOSED CHANGES n? OPENING m IN THE PLAN PRIOR TO CONSTRUCTION, r" r" EDGE OF WALL MAIN FLOOR @ G 8„ OR FABRICATION. - BEDROOM #2 - m co 8'CLG 9. MUST MEET IECC 2015. MECHANICAL INSTALLER TO SUPPLY HEATING AND CARPET Sheet Title COOLING LOADS CALCS. (MANUAL J/D) PROVIDE ADJUSTABLE m BALANCING DAMPERS IN EACH INDIVIDUAL DUCT. PROVIDE CID o (2) 2x4 BLOCKING @ BRACKET 13 STAIRS PROGRAMMABLE THERMOSTAT. PERFORM DUCT BLAST TEST. LOCATIONS W/ HUC 24-2 EACH END 10. CARBON MONOXIDE DETECTOR AT HALLWAY OUTSIDE BEDROOMS fI CONFORM TO REQUIREMENTS * GUIDELINES OF A.D.A. AND FAIR HOUSING LOOK ACT AS APPLICABLE. 5040SLR 12. MOUNT (1) FIRE EXTINGUISHER W/ MIN. RATING OF 2A-I OBC @ FLAN5 I II EXTERIOR OF BUILDING WHERE SHOWN 8,_7111 L — _6�-3" — — — I HANDRAIL DETAIL GUARDRAIL DETAIL 13. ALL MILLWORK DETAILS AND ROUGH OPENINGS TO BE PROVIDED BY 4 `� 40 NTS NTS THE BUILDER. 00, G'-0" 17'-0" 23'-0" Sheet Number -40 _44 if A20 PLAN B- UPPER ELOOK 1/4"= 1 '-0" 409 SFT -)L41 Studio L ELEVATION NOTE5 : ELEVATION KEYNOTES Architecture A. VERIFY ALL INFORMATION PRIOR TO CONSTRUCTION I . ARCHITECTURAL ASPHALT SHINGLES O/ 1 5# FELT PAPER B. CONFIRM ACCURACY OF ALL DIMENSIONS PRIOR TO CONSTRUCTION 2. ROOF VENTS (I G TOTAL) Boise,Idahot83702 C. FLASH AND COUNTERFLASH ALL WALL TO ROOF CONNECTIONS 3. BOARD AND BATT (OK SHAKE SIDING) T.B.D. BY BUILDER, Cellular phone: (208)890-0218 E-Mail:rm5Labrie@yahoo.com AS NECESSARY PAINTED, WOOD GRAIN D. COLORS TO BE DETERMINED BY BUILDER 4. RECTANGULAR ATTIC VENTS, PAINTED 5. G"LP SMART TRIM PAINTED FASCIA W/ ALUMINUM GUTTER ©Copyright 201 9 These Documents, G. 3/4" PAINTED SOFFIT BOARD as instruments of service, whether the Project for which they are made 7. HORIZONTAL LAP SIDING , WOOD GRAIN FINISH, PAINTED 15 executed or not, SHALL NOT BE 6. 4" TRIM (WOOD GRAIN) @ CORNERS/WINDOWS/DOORS USED BY ANY PERSON OR ENTITY 9. 1 0" PAINTED TRIM, CENTERED ON WINDOW WITHOUT THE WRITTEN CONSENT 10. CONCRETE STOOP/PATIO OF Studio L Architecture. These Documents are and shall remain the 1 1 . 1 2" PAINTED TRIM property of the Architect. 12. HAND STACKED SHED ROOF 1V \J ° (� s !� 3 Q � c� N 00 7 — — • • 00 5 X - O LLU ELIE O O N N 3 2 ^ \ 0 �o LLLLLLL W ° L LLILLLL� H � In L LLLJ II II 12 11 LLLLL1 o 6 TYP Q li_— a-Z 5 O � ❑ ❑ oQ LJLILJ - - LJLILJ UCENSED a>RCHITECT AR-OW "A" UNITS SIDE ELEVATION " All A ENTRY UNIT ELEVATION /4" = I -O" NORTH ELEVATION 1 /411 = 1 I_011 EAST ELEVATION .�� - - - � ,�RO81[�fE L GATES 2 STAT Qfi IDAHO Addenda/Revlslons ADD ENERGY HEELS AS NEEDED 12 5 6 TYP Liu � I PLATE 4 Project Data ■ Project No.: 1934 3 LiL ■ Date: 9.28.19 ■ Drawn By: RGL ■ Checked By: RGL co 12 ALL DRAWINGS TO BE REVIEWED AND VERIFIED BY CONTRACTORS PRIOR TO 6 TYP CONSTRUCTION, NOTIFY I STUDIO L ARCHITECTURE OF ANY ERRORS, OMISSIONS, AND/OR PROPOSED CHANGES IN THE PLAN PRIOR TO CONSTRUCTION, F.F. OR FABRICATION. - ----- -- — — — --- �.ei�ao PLATE Sheet Title 6 ------------------------- EXTERIOR LJ LEVATION '._) L I L___� �LL- L---------I F.F. " A" ENTR`1'/// 111311 SIDE ELEVATION 111311 ENTRY/ "A" SIDE ELEVATION Sheet Number 1 /411 = 1 1-011 WEST ELEVATION 1 /411 = 1 1-011 SOUTH ELEVATION A400 -)L41 Studlo L Architecture I 2 1 15 Heig1ht5 Dr. Boise,Idaho 83702 Cellular phone: (208)890-0218 m� TOP OF TOP PLATE cn� TOP OF TOP PLATE E-Mail:rmSLabrie@yahoo.com 117/8"x 20 © 1 " " SOFFIT Copyright 2019 These Documents, 4 I/2 14 I/2 x 20 I" x 1 I/2' as m5trument5 of Service, whether RETURN RETURN the Project for which they are made 15 executed or not, SHALL NOT BE AIR AIR USED BY ANY PERSON OR ENTITY WITHOUT THE WRITTEN CONSENT OF Studio L Architecture. These 3" MIN. CLK Documents are and shall remain the 3" MIN property of the Architect. J WALL STUDS r (1 lJ J Cz W MECH 50ffIT - w 112 = 1 1_0LL- 11 O Ow CD 73 z 1 1 7/8" HVAC CHASE c� TRUSS BLOCKING N- 73 — — • ASPHALT SHINGLES 5 O O A4.4 - - - - - - - � (X� — Q 8"x 8"ATTIC VENT G) 2 RETURN Al K QQ I 11211 — 1 1_011 N N I I � I � O 3 j I m A4.4 / ENGINEERED WOOD TRUSSES @ 24"O.C. W/K-38 BLOWN IN INSULATION I I CLI I I I I 4 r (1 I 12 I I I A4.4 �J ) Q F— G ENERGY HEEL AS REQUIRED PER CODE, I I 4x8 W/HUC48 4" R00 /R 38 INSULATION TYP. @ ALL TRUSSES I -� -� -�� �;— �� I `� X I / APOR BAARRIER — — — — — — — — — — — — — — 1OV — PLATE I X, X xX X / \ I I I I SOFFIT I 1'-0"TYP. O _ I I I 6" PAINTED FASCIA I I 5/8" GYPSUM WALL BOARD TYP. @ CEILINGS/WALLS I I 2xG OVERBUILD @ 24" O.C. I s I I v I I I I I I SIDING 0/WALL SHEATHING 0/2xG STUDS @ I G"O.C. W/ R-2 I WALL INSULATION, TYP @ I I I I I I EXTERIOR WALLS MENSED PAINTED RH SOFFIT BOARD I 1"26 I I I I 2x4 STUDS @ INTERIOR WALLS, U.N.O. I I `? I I I I I I I 3/4" FLOOR SHEATHING 0/ 1 1 7/8" FLOOR JOISTS, SEE 52.1 I I I P16" I I I ROBIN L GATES -2 I GATT IN TI N TOP PLATE, T HEEL, I I T IIDAHO R SULA 0 0 LA BUSS L R M JO S S I I 7ATE Qfi I @ s AND VOIDS HEADERS TYP. I — G - I I �►�.� cL I I �� G I I f I PAINTED I PLATE I I I i BOARD AND BATT I Addenda/Rev151on5 I I I I I I DOUBLE TOP PLATES TYP I I I I I HOUR FIRE RATE[) ROO I I I 4x8 HEADERS, SEE A2.0 FO SPECIFICS I I I TYP., U.N.O. I I I T I Project Data V I ■I Project No.: 1934 I eft ■ Date: 9.28.I 9 I I I I I w ■ Drawn BY RGL Cn— ■ Checked By: RGL J ALL DPAWING5 I I I I I I I n 13E REVIEWED AND 5/8 TYPEX'GYP. I I VERIFIED C B ONOTRACTTORS PRIOR TOI CONSTRUCTION, NOTIFY BD. @ USABLE I STUDIO T I L RC EC URE O ANY A HIT T F A S ERRORS - OMISSIONS AND OR PROPOSED CHANGES SPACE UNDER - / ml� I P.T. I PATE I N THE PLAN PRIOR TO CONSTRUCTION, S LL L AI 2x 12 ST INGE S ST RS 3 R I I I cl OR FABRICATION. _ I I I I I I I I I I Sheet Title 4 CONCRETE SLAB POURED 0/15 MIL. POLYETHELENE VAPOR _ 4x6 BLOC ING @ A.D.A. TH E HOLD BARRIER O/G"WELL COMPACTED AGGREGATE BASE DESK NdWEL POST I BLDG .VAPOR BARRIER a °a I E TI S C ONS a � 2 RIGID INSULATION (R-10)TYP @PERIMETER FOUNDATION WALLS I 1 ° a a as I Sheet Number II III III BUILDING SECTION I- - - - - - - - - - - - - - 11211 _ 1 1_011 -)L41 Studlo L Architecture I 2 1 15 Heig1ht5 Dr. Boise,Idaho 83702 Cellular phone: (208)890-0218 E-Mail:rm5Labrie@yahoo.com ©Copyright 201 9 These Documents, as m5trument5 of Service, whether the Project for which they are made 15 executed or not, SHALL NOT BE USED BY ANY PERSON OK ENTITY WITHOUT THE WRITTEN CONSENT OF Studio L Architecture. These Documents are and shall remain the property of the Architect. 1V \\J 2 A4.4 � O CD -6 I Q � I I 73 — — I I L N ENGINEERED BOX GIRDER BEAM I i O O O I I U 3'-4" I I �i� Q co - �, O O NGINEEKED WOCE TRUSSES @ 24 D.C. W/ I -38 BLOWN IN I ULATION ENGINEERED OOD TRUSS @ 24" O.C. W/ 438 BLOWN IN IN 3JLATION I I m O U CLI law �N�- U -2s Cz 5/8" GYPSUM WALL BOARD TYP. @ CEILINGS/WALLS I I O I I � I I � SIDING 0/WALL SHEATHING 0/2xG STUDS @ I G"O.C. W/ K-2 I WALL INSULATION, TYP @ O -u NOTE: GLUE ALL MAIN FLOOR EXTERIOR WALLS ( 1 U _ I INTERIOR WALLS AND ALL UPPER v L CIO FLOOR WALLS TO BOTTOM PLATE O Q 2x4 STUDS @ INTERIOR WALLS, U.N.O. I I I uc�s>�o ARCHITECT 3/4" FLOOR SHEATHING 0/ 1 1 7/8" FLOOR JOISTS, SEE 52.1 I AR-2�82 I I I I F.F. I I � PLATE R-2 I GATT INSULATION @ TOP PLATE, I I SQAT Qfi�DAHO TRUSS HEEL, RIM JOISTS I G'-c=�-� G�- S AND VOIDS @ HEADERS, TYP. I I I I � 4x8 HEADERS, t\ Addenda/P\CV15Ion5 I I" v TYP., U.N.O. I I II LU I I Ln Project Data ■ Project No.: 1934 B 1 9 4" CONCRETE (3) 2x 12 STRINGERS SLAB POURED 0/15 ■ Drawn By: RGL MIL. POLYETHELENE VAPOR ■ Checked By: RGL BARRIER 0/G"WELL COMPACTED AGGREGATE BASE 4x8 BLOCKING @ A.D.A. THRESHOLD ALL DRAWINGS TO BE REVIEWED AND NEWEL POST VERIFIED BY CONTRACTORS PRIOR TO CONSTRUCTION, NOTIFY STUDI L ARCHITECTUIRE Of ANY ERRORS, OMISSOIONS, AND/OP PROPOSED CHANGES a a a a a ° a ° a a ° a a a a ° a a ° a ° a° a ° a a ° a a ° IN THE PLAN PRIOR TO CONSTRUCTION, VAPOR BARRIER a a OR FABRICATION. Sheet Title as 15LDG . SECTIONS Sheet Number BUILDING SECTION 1 /211_ 1 1_011 Lill Studio L I I I Architecture I I I ————— 3 51 M 2 1 15 Heights Dr. _ _ Boise,Idaho 83702 cc A4.4 E-Maid:rM5Labrie@yaahoo.com I 1 � I I I I I ©Copyright 201 9 These Documents, as Instruments of service, whether the Project for which they are made I I Is executed or not, SHALL NOT BE I I USED BY ANY PERSON OK ENTITY I I WITHOUT THE WRITTEN CONSENT I I OF Studio L Architecture. These Documents are and shall remain the property of the Architect. YJ 1-94 I I � I I I I I I I I I s (� � I I I I 1D 76 I I I I N cq I I I I 73 — — I I I I L N I I O O 11 IV. I I I I I I I I . I I I I SEE 2-A4.I FOR N N I I I SOFFIT DETAIL I C I I I I N I I I � I I I I V L > m 0 F— I I I I I O L I I I 5 51M -Z A4.4 CD 2 U ---- BUILDING SECTION o \� ---- �/ A4.4 3/811- 1 1_011 I O Q I I I I I I I I I I I LICENSED ARCHITECT 12 I AR-2682 I I I I 6 I I I I I CONNECTION PER I TRUSS I MANLI. ENGINEERING 4 I � ------ A4.4 I I / � b FBIM L GATES I I I STATE OF IDAHO t I I I c::-a I I I I I I 2x BLKG @ 2' OFF I WALL, SEE 52. 1 I I I I I I I I I I Addenda/Revisions I I I I I I I I I I I CONT. RIM JOIST 2 I I I Project Data I ■ Project No.: 1934 ■ Date: 9.28.1 9 I I 112' I ■ Drawn By: RGL I ■ Checked By: KGL a \ I I ALL DRAWINGS TO BE REVIEWED AND I I I VERIFIED BY CONTRACTORS PRIOR TO ' CONSTRUCTION, NOTIFY STUDIO L ARCHITECTURE OF ANY ERRORS, I OMISSIONS, AND/OR PROPOSED CHANGES IN THE PLAN PRIOR TO CONSTRUCTION, A OR FABRICATION. TVNIC MAIM, SEE S2. 1 HE I I I I I I \ I I Sheet Title I I I I I I I I I I I I 2x4 SOFFIT I I I I FRAM I N I I I I I BLDG . I I I I I SECTIONS I I I I I I I I I I I I I I I I I I I I I I Sheet Number ice/ I ° ------- BUILDING SECTION / 3/811_ 1 I_OII ------ A4o3 - -) ASPHALT SHINGLES 0/15# L41 Stucho L FELT C/ ROOF SHEATHING ■ Architecture ROOF VENTS I 1 15 Hei6jht5 Dr. Boise,Idaho 83702 Cellular phone: (208)890-0218 ASPHALT SHINGLES 0/1 5# E-Mail:rm5Labrie@yahoo.com FELT C/ ROOF SHEATHING ©Copyright 201 9 These Documents, 12 as m5trument5 of Service, whether the Project for which they are made 15 executed or not, SHALL NOT BE BLOCKING P * DO USED BY ANY PERSON OR ENTITY @ G WITHOUT THE WRITTEN CONSENT BLOCKING @ TOP * BOTTOM OF BOX BEAM, BE NTIRE Documents are and Architecture. remain the OF B BEAM, BEAM ENTIRE LENGTH OF FIRE WALL property of the Architect. LENGTH OF FIRE WALL ASPHALT SHINGLES 0/15# ENGINEERED ROOF TRUSSES FELT O/ ROOF SHEATHING @ 24" O.C. W/R-38 INS. ENGINE RED ROOF TRUSSES @ 24' .C. W/R-381N5. ENGINEERED WOOD TRUSSES @ 24" O.C. W/ R-38 ENGINEERED 2x BOX GIRDER ENGINE RED 2x BOX GIRDER INSULATION, AIR GAP BEAM W/8" TYPE 'X' GYP. BEAM /8" TYPE 'X' GYP. BETWEEN TRUSSES BOARD ON BOTH SIDES, BOAR ON BOTH SIDES, / CONT. TO ROOF SHEATHING CONT 0 ROOF SHEATHING ENERGY HEEL AS 73 _ REQUIRED BY CODE TRUSS TIES PER TRUSS Q 2x B CKING @ LOWER RO / i / MANU. N 2x TRUSS BLOCKING , / I t�T�ON BAFf 73 DBL 6 TOP PLATES NOTCHED FOR X VENTILATION _ 0 0 RU5S HEAL 0 PREFINISHED CONT. METAL DRIP 5/6" TYPE 'X' GYP. j 5/8" TYPE 'X' GYP. BD 0/ G MIL. PREFINISHED H I CLIP TYP. @ 2x8 ABOVE (2) BD O/ G MIL. Q 00 VAPOR BARRIER ALUMNINUM GUTTER TRUSS BEARING @ DBL 2x4 TOP VAPOR BARRIER �, O O AND DOWNSPOUT DBL TOP PLATE PLATES CAI N TO TRUSS WP 3380: I NOUN FIRE WALL 2x4 SUB FASCIA W/4" FASCIA 2x4 SUB FASCIA O 2x4 WOOD STUDS @ I G" O.C. STAGGERED BD. W/SOFFIT VENTS WP 3370: I HOUR FIRE WALL L 8" O.C. ON 2xG WOOD PLATES, (2) 0 SIDING 0/WALL SHEATHING 5/8" TYPE 'X' GYP. DOUBLE ROW OF 2x4 WOOD STUDS I G" S___ THICKENESS OF 3 -" FIBERGLASS BATT — @ 2 5 0/2x6 STUDS @ 16" O.C. 0/ BD 0/ G MIL. O.C. ON SEPARATE PLATES I" APART, (2) INSULATION (INTERIOR) 8' TYPE 'X' 'ESP LOW-E HOUSEWRAP" W/ VAPOR BARRIER I GYPSUM WALLBOARD APPLIED EACH SIDE THICKENESS OF 3 2 FIBERGLASS GATT -�-' R-2 I WALL INSULATION TYP PARALLEL OR AT RIGHT ANGLES W/ Gd @ EXTERIOR WALLS 2xG @ 24" O.C. PAINTED 8' SOFFIT INSULATION (INTERIOR) 8' TYPE 'X' N r� OVERBUILT COATED NAILS, 1 8' LONG, 0.091 5" SHANK, OVERBUILD BD. GYPSUM WALLBOARD APPLIED EACH SIDE PARALLEL OR AT RIGHT ANGLES W/ Gd L\ 4" HEADS, 7" O.C., JOINTS STAGGERED 16" ON OPPOSITE SIDES. HORIZONTAL BRACING FLASHING @ WALL TO PROVIDE DRAFT COATED NAILS, 18' LONG, 0.09 15" SHANK, �`JJ JJ O O REQUIRED AT MID-HEIGHTS. SEE DETAIL ROOF CONNECTIONS STOP EVERY 10' 4" HEADS, 7" O.C., JOINTS STAGGERED I G" F- IZ A2.0, MIN SOUND STC OF 50 MAX HORIZ. ON OPPOSITE SIDES. HORIZONTAL BRACING O REQUIRED AT MID-HEIGHTS. SEE DETAIL 14" ROOF JOIST W A2.0, MIN SOUND STC OF 50 R-38IN5ULATION _ . . PROVIDE DRAFT STOP EVERY WALL HEIGHT TO BE REDUCED BY 8'34R CID U FLOOR SHEATHING @UPPER FLOOR I 0 MAX HORIZ. L N 0/ 117/8 FLOOR PROVIDE DRAFT O � - JOISTS, SEE 52. 1 \ s 3/4" FLOOR STOP EVERY 10 ( > MAX HORIZ. v L BLOCKING SHEATHING 0/ 0 Q 2xG SILL 1 1 7/8" FLOOR PLATE JOISTS, SEE 52. 1 � CONT. SUBFLOOR S EATHIINOG 0/ 511 CONTINUOUS 13/4" x I I \ INSULATION BAFFLE SHEATHING TO 117/8" FLOOR WHERE SHOWN 7/8 LVL LEDGER TYPE BOARD \ BEAR ON BLKG JOISTS, SEE S2. I LEGENSED w - - CONT. RIM BD. aacHR�cr _ (4) 5D525500 1/4" x 5" WOOD 511 1 AR-2 BLOCKING AS SCREWS @ 16" O.C. INTO STUDS 8 TYPE X GYP. WHERE SHOWN �> 2xG BLOCKING SHOWN BLOCKING AS SHOWN - 5/8" TYPE 'X' GYP. BD (2) 2xG DBL 8' TYPE 'X' GYP DBL 2x6 TOP PLATE ER 0/6 MIL. VAPOR BARRIER _ R-2 I INS TOP PLATE BD CONT. ABOVE MECH. CHASE H I CLIP TYP. @ TRUSS 2x4 DBL TOP PLATE BEARING (2) LAY R MECHANICAL CHASE S7AS 5/8' 5/811 TYPE 'X' GYP. CONTINUOUS DOUBLE TOP PLATE. ROBIM TE Q>r IDAHO L GATES 1211 BD 0/ G MIL. SECOND TOP PLATE TO BE 8' OSB/PLY TYPE 'X GYP. ALL VAPOR BARRIER LPI JOISTS, 5OARE @ SEE I-A4. 1 5/8" TYPE 'X' GYP. BD HDR, SEE 52. 1 SHEATHING, 8' LENGTHS, STAGGER JOINTSMECHANICAL ROOM FROM FIRST TOP PLATE JOINTS c C� CEILING COMMON 2x4 SOFFIT FRAMING WALL 8' TYPE 'X' GYP. BOARD 8" TYPE 'X' GYP. BOARD Addenda/RCV151on5 MUST BE CONTINUOUS TO MUST BE CONTINUOUS TO ROOF SHEATHING ROOF SHEATHING MECH ROOM UNIT Project Data 2xG @ 16n O.C. W/ R-19 GATT AND1934 4" CONCRETE SLAB POURED ■ Project No.: 9.28 RGL 0/15 MIL. POLYETHELENE VAPOR ■ Drawn By:■ Date: .28.19 FIRECODE CORE BARRIER 0/ G" WELL COMPACTED 4" CONCRETE SLAB 4" CONCRETE SLAB POURED ■ Checked By: RGL GYPSUM AGGREGATE BASE SHEATHING POURED 0/15 MIL. 0/15 MIL. POLYETHELENE VAPOR POLYETHELENE BARRIER O/ G" WELL COMPACTED ALL DRAWINGS TO BE REVIEWED AND ALL PENETRATIONS TO BE P.T. 2xG SILL PLATE W/ SILL VAPOR BARRIER 0/ G" 4" CONCRETE SLAB POURED AGGREGATE BASE VERIFIED BY CONTRACTORS PRIOR TO GASKET � A-BOLT WELL COMPACTED 0/15 MIL. POLYETHELENE VAPOR CONSTRUCTION, O DIO�ARCHITECTURE OF ANY ERRORS, OTIfY FIRE RATED AGGREGATE BASE BARRIER 0/ G" WELL COMPACTED OMISSIONS, AND/OR PROPOSED CHANGES AGGREGATE BASE HORIZ. SIDING 0/ P.T. 2xG SILL PLATE W/ SILL IN THE PLAN PRIOR TO CONSTRUCTION, 5/8" DIA. x 10" ANCHOR BOLTS OR FABRICATION. 5/8" DIA. x 10" WALL SHEATHING GASKET * A-BOLT 5/ 48" 0 C P.T. 2x6 SILL PLATE W/ SILL ANCHOR BOLTS @ 0/ 2xG STUDS @ Sheet Title GASKET A-BOLT 48" O.C., P.T. 2xG SILL PLATE W/SILL I G" O.C. W/ (2) 5/8" DIA. x 10" ANCHOR GASKET A-BOLT R-2 I INSULATION BOLTS @ 48" O.C., t�'�'��K WALL__J (3) #4 CONT. ° a 2" RIGID INSULATION 2" RIGID R-10 INS. ° a ° DETAI LS 2'-011 R-10 2'-011 CONCRETE FOOTING STEM WALL PER a° ENGINEERING CONCRETE FOOTING ° D STEM WALL PER a a ENGINEERING a Sheet Number v c MECH . WALL I HR . PARTITION WALL DETAI L WALL DETAI L I HR . PARTITION WALL 3/411_ 1 1_011 3/411_ 1 1_011 3/411_ 1 1_011 3/411_ 1 1_011 3/411_ 1 1_011 Aj4 ,0 -)L41 Studio L Architecture I1 15 Heights Dr. Q Boise,Idaho 83702 Cellular phone: ( 8 < < I E-Mail:rmsLabrie@ya@yahoo.como.com Q m 50'-0" ©Copyright 201 9 These Documents, a5 m5trument5 of Service, whether 5/8" DIA. x 10" A.B. @ 48" 2'-0" 2'-0" 13'-0" -2" G'-7" Gil G'-7" _2" 13'-0" 2, �„ 2, �„ the Project for which they are made O.C., SEE SHEAR WALL is executed or not, SHALL NOT BE SCHEDULE FOR ADDITIONAL USED BY ANY PERSON OR ENTITY A.B. REQUIREMENTS 2xG STUD WITHOUT THE WRITTEN CONSENT WALL DUE TO VARYING CODES AND LOADS, STRUCTURAL OF Studio L Architecture. These ENGINEERING REQUIRED EACH TIME PLAN IS REUSED Documents are and shall remain the A np, ENGINEERING STAMP ONLY APPLIES TO THE JOB property of the Architect. CONC. SLAB 4" CONC. S2.0 ° PATIO LOCATION WRITTEN UNDERNEATH THE STAMP. I- IFII V1 I,,,IIII IIIIIIIIIIIIIII l - 2" RIGID INSULATION 8 STEM WALL _ _ _ III III 1= SEE SHEET 52.2, � — GENERAL NOTE w SHEAR PLAN FOR oo m EXACT LOCATION A. VERIFY ALL INFORMATION PRIOR TO CONSTRUCTION #4 VERT. @ 32° III—III ° III III III of HOLDDOWNS L O O.C. ALT. HOOKS--- - D III III B. 3G" x 3G" LANDINGS ARE REQUIRED AT EXTERIOR ^^ z (2) #4 CONT., TOP DOORS IF THE DISTANCE FROM THRESHOLD TO WALK W 73 w II II II II II II II ° D IIIIIII BOTTOM F SURFACE EXCEEDS 8". — III III III III II I1=� 1I �? 13'-I 131 C. ALL BEARING FOOTINGS MUST BE 24" BELOW FINISH `n 2'-3" SQR. x 10" w/(4) o "' GRADE FOR FROST PROTECTION. N 00 #4 EACH WAY, 3" o � — — o III= - D. ALL CONSTRUCTION MUST MEET CURRENT 2015 IBC _ N ° CLR TO BOTTOM OF REQUIREMENTS. L FOOTING, TYP OF 4 0 Q) O O GxG POST F- E. FRAMING TO BE DOUGLAS FIR#2 OR BETTER. X _ O GxG 1'05T—::'�'�F__ (2) #4 CONT. III -III III T F 2-0 F ALL SLABS TO BE POURED OVER ADEQUATELY (� Q� -„ COMPACTED SAND AND GRAVEL AND VAPOR BARRIER C� im: 1 4" CONC. > I Gil - L -1 nj - L PATIO _ G. FOUNDATION TO MEET ALL MINIMUM CODES01 Q (o (� 4'-8I 5-4I "' 3'_71 I I I O O 4" CONC. 4 4 2 31 72 9 44 4-8' 4 41_G H. PERIMETER INSULATION TO MEET ENERGY CODES, PATIO - VERIFY W/ MANUAL J 4x4 POST I. PERIMETER FOOTING DRAIN AS NEEDED TYP . fOUNDATION _ N I _ 4x4 POSTS AN .T.S. - _ 1 T T L J. FLUSH STOOP @ FRONT DOOR O — - - - - - s� i U CQ L— -J L_ T L_ — _ 1 — , L_ T - 1 L 1 1 I SEE 52 . 2 FOR HOLDDOWN 2'-3" SQR. x 0" w/(4) 1 o LOCATIONS/SH EAR CALLOUTS cq QD #4 EACH WAY, 3" 0 rJl �- 4" CONCRETE SLAB O/ COMPACTED SAND CLR TO BOTTOM OF L(� CLI AND GRAVEL, VERIFY LOCATION OF FOOTING, TYP OF 4 �A ' ^ � _ L PLUMBING FIXTURES L- -1 U 1 IT Q � 4 CONC. PAD 4" CONC. PAD I @ A/C, SEE HVAC L @ A/C, SEE HVAC 3 RIGID INSULATION @ PERIMETER 4'-0" O FOUNDATION, R-15, TYP. = 1 1 1 4'-0" �o 1 CE) U - - - - - - - - - - - - ID- - - - - - - - - - - - - - - - - - - - - - -- 1 O �_ o CENTERLINE OF Q 24" x 10" W/(3) #4 - - - - - - - CO- M­MO N WALL 0 � L - - - - - - - - - - - - - - - - - - � - - � - - - - - - - - - - - - - - - - - - - - - - 4" CONC O Q 1 1811 x 10" W/(2) #4 1 PATIO I �' I I I 1 4" CONC. PAD 1 A—A4.2 o @ A/C, SEE HVAC 4'-0" 21'-0" - 21'-0" LICENSED ARCHITECT" 4x4 POST AR-26K 1 I 1 F I 2'-3" SQR. x 10" w/(4) #4 EACH WAY, 3" F 0 CLR TO BOTTOM OF � FOOTING, TYP OF 4 16'-64" �f I I I 1 I TYP. - - - 22'-0" 52.0 gQ81[d L GATES - (- 4x4 POSTS F— F— —] STATE OF IDAHO 4" CONC. L_ L_ -1 ! -1 o PATIO N I 1 1 i 1 1 A—A4.3 4'-0" 4 84 9 44 3 72 Addenda/Revisions TYP. A +I = "'V GxG POST �n - s2.o 2-0 1 t -1 8" THICKENED SLAB @ ALL DOOR/SLIDER OPENINGS Project Data ■ Project No.: 1934 I„ ■ Date: 9.28.19 3-112 )/ ■ Drawn By: RGL ■ Checked By: RGL Ln - 1 ALL DRAWINGS TO BE REVIEWED AND 4 CONC. VERIFIED BY CONTRACTORS PRIOR TO CONSTRUCTION, NOTIFY PATIO O STUDIO L ARCHITECTURE OF ANY ERRORS, • A TYP OMISSIONS, AND/OR PROPOSED CHANGES 1 52.0 IN THE PLAN PRIOR TO CONSTRUCTION, �o — OR FABRICATION. — — — — — Sheet Title 4" CONC.PATIO fOUND- GI-17 ATION 0* 2'-0" 2'-0" Ile 13'-0" '-2�Ile J*4" 4'-24" I0'-0" 8'-0" Ile 3'-0" 0* 501-011 PLAN OF ,0 Sheet Number fOUNDATION PLAN 1 /4 = 1 _01I GENERAL NOTES : Lq 15tucho L ATTIC VENTING : LEGEND : A. VERIFY ALL INFORMATION PRIOR TO CONSTRUCTION Architecture BEARING WALL BELOW B. 3G" x 3(;" LANDINGS ARE REQUIRED AT EXTERIOR I VERIFY MIN. ATTIC VENTING REQUIRED DOORS IF THE DISTANCE FROM THRESHOLD TO WALK DUE TO VARYING CODES AND LOADS, STRUCTURAL 21 15 Heights Dr. Boise,Idaho 83702 I HOUR PARTITION WALL SURFACE EXCEEDS 8". Cellular phone: (208)890-0218 UNIT A: ENGINEERING REQUIRED EACH TIME PLAN IS REUSED E-Mail:rm5Labrie@yahoo.com 5G9 SFT/ 1 50= 3.79 SFT. C. ALL BEARING FOOTINGS MUST BE 24" BELOW FINISH ENGINEERING STAMP ONLY APPLIES TO THE JOB 3.79 SFT x 144 SQ. IN= 545.7G SQ. IN GRADE FOR FROST PROTECTION. LOCATION WRITTEN UNDERNEATH THE STAMP. ©Copyright 2019 These Documents, 272.68 SQ. INCHES @ RIDGE D. ALL CONSTRUCTION MUST MEET 2015 OR MOST CURRENT as m5trument5 of Service, whether 272.88 SQ. INCHES @ EAVE IBC REQUIREMENTS. the Project for which they are made 15 executed or not, SHALL NOT BE UNIT B: E. FRAMING TO BE DOUGLAS FIR#2 OR BETTER. USED BY ANY PERSON OR ENTITY 7 1 9 SFT/ 1 50= 4.79 SFT. WITHOUT THE WRITTEN CONSENT 4.79 SFT x 144 SQ. IN= G90.24 SQ. IN F. ALL SLABS TO BE POURED OVER ADEQUATELY OF Studio L Architecture. These 345. 12 SQ. INCHES @ RIDGE COMPACTED SAND AND GRAVEL AND VAPOR BARRIER Documents are and shall remain the 345. 12 SQ. INCHES @ EAVE property of the Architect. G. FOUNDATION TO MEET ALL MINIMUM CODES H. PERIMETER INSULATION TO MEET ENERGY CODES () I. PERIMETER FOOTING DRAIN AS NEEDED 1- \ J. ALL HEADERS (2) 2x8, U.N.O. '-0" Q Q K. PROVIDE TOP FLANGE JOIST HANGERS, TYP. Q Ty I L. TYP. POST BEAM GIRDER BEARING TO BE GxG U.N.O. < I Q m @ Q m M. SEE ELEVATIONS FOR ROOF VENT LOCATIONS s o N. VERIFY ALL PLUMBING LOCATIONS PRIOR TO LAYOUT 4x8HEADER 3 1/2"x 9 1/2" LVL 3 1/2"x 9 1/2" LVL 4x8 HEADER 75 — i 4x8 4x8 — — T—T— — - - - `- - - - - `—V (—� (2) 2x6 MULLION (2) 2x6 MULLION 73 U BETWEEN WINDOWS BETWEEN WINDOWS • L N w - 1 2xG @ 24" OVE BUILD _ - W C) 0 \ — W/ UNPo-RT @ : ° ° — O G C C.l, TYP I I azCIO G) U o 1 L U o Q Q J3 x C N _ � N C(� 0(� LLULJ U � az � Q o o OC\J 0 z I I I I I I I I I I I I I I I I I I I I I z 1 C\J w — X w GxG F05T 6x6 POST I j l I —3 1/2"X 1 L 7/8" LVL — -------- I I 3 1/2 x l l 7/8 LVL /2"QSB PATTERN UNBLOCKED - -- -- -- -- —— —— —— — — — — — O TRUSSES DO NOT n n n n n - n n n n n /8d @ 6'' O.C. EDGES 8d @ 12" PENETRATE I HR. m I �_ > J O O J > 0 1 0 1 D.C. FIELD NAMG kUSE PLY-CLIPS 1 " R F 0I5T5 ( EKTY 51 E W/TRUSS MAN ) @ 24" O.C. 14" OOF JO S (VERI SIZE /TRUSS MANU.) 2 0. PARTITION WALLS, TRUSS - I IR - J I MIDSPAN JN15TALt S�IEETS - -- EKPENDICULAK TO STRU�Yt1RAL DESIGNER TO I�LlP @ I.L W/ HARDWARE h I W/2x LOCK ACCOMMODATE I III - = -'N RANG. I I I I I I I I I I I I I I I I -�N I I I I I I I I I I I I I I I I I I I I W @ 2' OFF 0 �x4 WALL °,x I Ili x 4x4 OSTS _X N DBL.@T0�0 L OE �If HUC HANGER =,N 4x4 POST Ili m I � m u u 4x8 u u u u u u u _u u u u u u I I I I /__x_ - 3 1�2"x h l 7/81' LVL I ' U - �r �r �r T 1 _1r �r 1F — 'r �F — C C —T — _1F — r _1r �r _1r �r _1r - (f) — — — — — — — 13/4"X 7/8" VL 117/8" LVL — — — — — 0 w 8 w 1/2";; 1(D 8'�➢ O O O u� 4x8 @BOTT MOF - - - - - — — - - - - U) AC SS --------- ----------- — --- ----- n n n n Il I I I I - --- — --- — — DBL. OP PLAT Qz O O --- O O � � U0 Q I@ TOP F WALL W/HARDwAR W/2 4 Q TAC D I st O 4) I I I I I I I I o N BL CK ROW @ 2 OF�OF 2x4 AL o N I I I I I I x8 P ST S s D 2nd FLOOR w °� I DO NOT LACE TR SS w aU ND 2nd z H I VENT NG WALL z VERIFY ALL LOCATI SI I I I I �ON P I I I I I I I I I I I I I ICD z I OFFSET I B UNIT z OF PLUMBING FIX URES. O w I � - L - J w N ATTIC ACCE5 ES TO BE 2Q" t j I I _J C r \ MIN IN HEIG T, S RUCTU L ATTIC � � I I I I I ° ° I I I I I I I I I MIN�O BS>T UCT�ONS ABVE ACCE `t Q I � ) BI I x 13011, — � — � w �t I -0 HGA 10-5D5 BEAM ---J PRE�SUR€�OCK OR HAPDWAKE H .5 OR H I @ 2xG � x TO TOP PLATE BOXI GIRDER TRUSS ON CENTEKLINEI SEE SECTION COMMON WALL, EACHI SIDE. D15C0 TINUOUS I � TRU SES @ ALL, 5E 5ECTI0 = H RE FL OR J ISTSI BEARION W LL, T E WA L AB ERE UCED IN R JOIST BEA ON A E W LL AB VE IT WILL E E UCE IN HE GHT Y 8" uGIEN5IEID ARCHITECT — -- ----i W J AR-2�82 PRE SURE BL CK OR HAR WARE H .5 OR H 2x6 cry HE E FLOOR J ISTS EAR N WALL, TH WALLAB I B RED CED I H 8 o > @ � x = COMMON WALL, EACH SIDE. DISCONTINUOUS * � = C5 o LA DIN � - � I � Q/ LPI 18x 17/ @ 0 N x TRU SES @ ALL SEE SE TION 6 C - x QD UO — � - - � —A4.2 pNCID - -_ —_ _� - - - - - — - = A A4.2 U 3 1/2"x l l 7/8" LVL 1plq �A CIESS BO BE 1L ° _ _ _ _ _ HGA I0 DS BEAM 'r/ 1 1 1 1 1 L x4 O5T STMPSON FIU4T2 TO TOP PLATE W HANGER - gp81[1f L GATES w �_ STATE IDAHO w DO NOT TRUSS - - - - - - - - - - ---- - VERIFY ALL LOCA ONS ON E I G ALL, J OFFSE I B UNIT OF PLUMBING FIXT ES. c� - - - - - - - - - - - M5TC28 � o i I I I I I I I I I I I I �� - - - - - - - - - - �G� • � Q � 1 1 1 CL P@ TOPI OF YLLL W/ H1ARDWAI�E H I W/?1x4 CIO _ x p N R W @ F F 2x4 W�LL — — N \ ^ Addenda/Revisions LU _�--- =1 x x _ _ _ 2�24 MULLION m M5TC28 ATTIC l i u — u— u u XIS m q 1 BETWEEN WINDOWS Z z +III 1/2 10 13/4 X 7/8 LVL ____ AA4. J LU L _JL JL JL JL4)�- JL JL JL J JL J IACCES�J " " \ � — — _ 111 n n n n n n n C L--- CAI 4x8 @ BO OM OF _ 1 I I M5TC28 HUC ANGER DBL. TOP 30 E -1 1 ^ J I 4x4 POST 0 A—A 4. III O Project Data „ „ „ -IN > — — — — — — — — — ■ Project No.: 1934 I R OF OISTS ( ERIFY SI E W/TR SS MA ) @ 24 O.C. EN INEERE TKUSSE @ 24 O.C. n I --- II x =03 I M5TC28 ■ Date: 9.28.19 x — — — — — — — — — ■ Drawn By: RGL =1N I O 0 1 I I\ m I — �m 11 ------------4x8 —_-- ■ Checked By: RGL J. C\J ——————— 7�0 --------- I 3 1/2"x I I 7/8" LVL �I CIDALL DRAWINGS TO BE REVIEWED AND I l� Lj VERIFIED BY CONTRACTORS PRIOR TO GxG P05T C — p CONSTRUCTION, NOTIFY -- — - STUDIO L ARCHITECTURE OF ANY ERRORS, w x 1 _ _ _ _ _ _ OMISSIONS, AND/OR PROPOSED CHANGES IN THE PLAN PRIOR TO CONSTRUCTION, — + ° OR FABRICATION. Q O tFt 4x8 LJ x 32"x92' M.L. 1 .9E o N - MSTC28 M5TC28 M5TC28 MST 28LLJ Sheet Title w z _ _ _ _ _ _ _ 0 1 I f LOOP/ w - 2x6 @t24" OVERBUILD t — — — - t - - 1 W/SUPPORT @I PO SEE SHEAR PLANS FOR ADDITIONAL CALLOUTS (2) 2xG MULLION I �� Roof I/ --- ---- ----+ BETWEEN WINDOWS I , _ I I I I I I I it I I I I -'� 4x8 - -- _ fRAMING 4x8 HEADER 3 1/2 x 9 1/2 LVL �� p d-Q�5 FLANS ll, Sheet Number K0f fKAMING PLAN f LK f RAM ING PLAN 1 /411_ 1 _O 1 /411_ 1 I_OII HOLDDOWN SCHEDULE : 5HEAR SCHEDULE : 5HEAR NOTES : Lq 15tucho L-) A= LSTHDB Archltecture B= STHD 10 ALL EXTERIOR WALLS SMALL BE SHEATHED I W/7/1 G" OSB. ATTACH WITH MIN. I G GA. 2 115 liei hts Dr. 7/1 G" OSB X 2" LEG STAPLES AT G" O.C. TO ALL Boise,Idaho 83702 ZLW/ I G GA x 2" LEG STAPLES SUPPORTED PANEL EDGES AND AT G" O.C. EMaldrm5Labrie@ya o.com 18 @yahoo.com AT 3" O.C. TO ALL PANEL EDGES IN THE FIELD. U.N.O. * G"O.C. IN THE FIELD (PROVIDE BLOCKING AT ALL PANEL EDGES) STAPLES SMALL NOT BE SUBSTITUTED FOR ©Copyright 2019 These Documents, W/ 1/2" DIA. X 7" EMBED ANCHOR BOLTS COMMON NAILS AT SHEAR PANELS. as instruments of Service, whether AT 32" O.C. the Project for which they are mace- ALL SHEAR PANELS SHALL HAVE DOUBLE 15 executed or not, SHALL NOT BE STUDS AT ENDS FOR EDGE NAILING AND USED BY ANY PERSON OR ENTITY ATTACHMENT OF STRAPS AND/OR WITHOUT THE WRITTEN CONSENT G 7/1 G" OSB OF Studio L Architecture. These W/ I G GA 2" LEG STAPLES HOLD DOWNS, TYP. Documents are and shall remain the AT 2" O.C. TO ALL PANEL EDGES property of the Architect. * G"O.C. IN THE FIELD ALL MOLD DOWNS SMALL ALIGN AT DOUBLE (PROVIDE BLOCKING AT ALL PANEL EDGES) STUDS AT ENDS OF SHEAR PANELS, TYP. W/ 1/2" DIA. X 7" EMBED ANCHOR BOLTS AT 24" O.C. PROVIDE 'SIMPSON' H I AT ALL TRUSS BEARING LOCATIONS. 1 \ ALL SHEATHING SHALL BE CONTINUOUS -+--� M5TA49 BTWN M5TA49 BTWN G G G TO FLOOR/PLATE BEHIND ALL ATTACHED E FLOORS, ALIGN FLOORS, ALIGN E G ROOF FRAMING INTO WALL. O W/ HOLDDOWN W/ HOLDDOWN B B PROVIDE DOUBLE STUD ABOVE AND BELOW ALIGNED s AT STRAPS BETWEEN FLOORS FOR STRAP (� MSTA49 BTWN M5TA49 BTWN B B ATTACHMENT, WITH PANEL EDGE NAILING FOR FULL _73 FLOORS, ALIGN FLOORS, ALIGN HEIGHT OF DOUBLE STUDS. W/ HOLDDOWN W/ HOLDDOWN PROVIDE PANEL EDGE NAILING FULL HEIGHT OF KING MIN ' MIN I M I ' M I STUD AT WINDOW AND DOOR OPENING FRAMING, AND A � 73 ACROSS MEAD AND SILL. � — � N r---- ----- PROVIDE GALVANIZED NAILS INTO PRESERVATIVE O O 0 0 TREATED SILL PLATES. NAIL SIZE AND SPACING TO X O MATCH SMEAR WALL SPECIFIED. PROVID 8d (\ \E GALVANIZED NAILS AT SAME SPACING WHERE STAPLES �J USED. Q0 Q0 O O E ;E N N ----------------- ---------- --------------------------- ---------------- o ----------------- m o ----DOUBLE STUD AND DXC)UBLE STUD AND ®-- I I I I I I I EDGE NAILING @ EDGE NAILING @ 5TW LOCATIONS, TYP. STRAP LOCATIONS, TV. ---- ---- O O M5TA49 BTWN M5TA49 BTWN A /� � I i /� FLOORS, ALIGN FLOORS, ALIGN f1 Lo L v W/ HOLDDOW4----- -----Wf-�tGLDDOWN O O O O O O --------- O O t O E I I I I CD U O L AU � s g GYP. BOARD W/Gd COOLERS 7" O.C. 0 J5 , / 8' COOLERS OR#G x 18' L s @ @ �i PERIMETER, PANEL DGES AND ALL FRAMING o 0 ERIMETER, PANEL EDGES AND O Q I I I I I I I i I I I I LICENSED a>RCHrT�cr AIR 2M I I I o I ---� I I I I I I DD I I I 0 x ---------- ---- 0 �/J .� �/,l I I q&BI f L GATES 57ATE OF IIDAHO r I I I I I I I h l Addenda/ReV1510n5 ---7 O O I I I I I I II I 0 0 II MSTA49�T-WN------ O FLOORS, ALIGN L---J W/ HOLDDOWN o I 11 O Project Data S P LOCATIONS TYP. o o I I N Project No.: 1934 ■ Date: 9.28.19 O ■ Drawn By: RGL EDGE NAILING @ E ■ Checked By: J ------------------------------------ II MIN . 2 . 51 I N . ALL DRAWINGS TO BE REVIEWED AND A VERIFIED BY CONTRACTORS PRIOR TO CONSTRUCTION, NOTIFY STUDIO L ARCHITECTURE OF ANY ERRORS, ° G OMISSIONS, AND/OR PROPOSED CHANGES 1� IN THE PLAN PRIOR TO CONSTRUCTION, OR FABRICATION. I I I A A A I I Sheet Title I I I I E I i G G I M5TA49 BTWN L FLOORS, ALIGN W/ HOLDDOWN A ' MIN A 5HEAR I E M5TA49 BTWN '� I I FLOORS, ALIGN ----------I --------------- PLAN5 W/ HOLDDOWN B B M5TA49 BTWN E FLOORS, ALIGN G W/ HOLDDOWN G Sheet Number UFFER 5HEAR FLANS LOWED 5HEAR FLANS 5202 3/ 1 Gil= 1 i_011 3/ 1 Gil— 1 I_011 -)Lill Studio L Architecture SHEET INDEX I 1 15 Heights Dr. Bose, Idaho 83702 A 1 .0: GENERAL SITE PLAN AND CODES cell lar phone: (208)890-02 s E-Mail:rmsLabrie@yahoo.com A2.0: OVERALL FLOOR PLANS A2. 1 : INDIVIDUAL FLOOR PLANS W. I DAH O AVE A4. : BUILDING ELEVATIONS ©Copyright 2019 These Documents, 1 A4. I : BUILDING SECTIONS as Instruments of service, whether A4.2: BUILDING SECTIONS the Project for which they are made A4.3: BUILDING SECTIONS is executed or not, SHALL NOT BE USED BY ANY PERSON OR ENTITY A4.4: WALL DETAILS WITHOUT THE WRITTEN CONSENT 52.0: FOUNDATION PLAN AND DETAILS OF Studio L Architecture. These 52. 1 : FLOOR AND ROOF FRAMING PLANS Documents are and shall remain the 52.2: SHEAR PLANS property of the Architect. 89047'43"W 65.6 ' - --------------------------- ---------------------- CODES 1 � j - 2015 IBC, 2012 IFC, 201 5 IEEC, 201 2 IMC, 201 2 IFGC, 2009 ICC/ANSI A 1 1 7. 1 , 20 10 AMERICAN5 W/DISABILITY ACT, i 2017 NEC, 2017 IDAHO STATE PLUMBING CODE O s j OCCUPANCY CLASSIFICATION: R-2 U 7) i I CONSTRUCTION TYPE: V-B " FULLY 5PRINKLERED, PER CODE — i OVERALL BUILDING HEIGHT 27-01 0 0 0 GENERAL "ACCESSIDILTY' MULES x m �' APARTMENTS FALL UNDER R-2 OCCUPANCY 2015 IBC 1107.6.2: QGo z o �, 0 0 � # 1 O I 1 o ACCE551BILTY ANALY515 15 DONE PER PARCEL, NOT UNIT TYPE. N N # 104 o REfERENCE CIVIL -UNITS WILL EITHER BE TYPE "A" "B" OR NEITHER 73 t5 TYPE "A" SHEETS I`0K�� m o Bldg #3 o - IF THE TOTAL NUMBER OF UNITS (FRONT DOORS) ON THAT PARTICULAR SITEPLAN AND PARCEL 15 > 20 THEN 2% (NOT LE55 THAN ONE UNIT) HAS TO BE TYPE "A". # 102 # 103 -!� 7 -TYPE" A" MEANS THAT ALL SPACES NEED TO BE ACCESSIBLE PER ICC A O ! 51 DEWALK 1 17. 1 . IF THE UNIT 15 2 STORY THEN A WHEEL CHAIR LIFT OR RESIDENTIAL [� Ln ELEVATOR 15 REQUIRED. V U C c� A LOCATIONS 0 CO j - IF LE55 THAN 20 UNITS ON PARCEL, THEN NO TYPE A REQUIRED v / �� ((�� � �/ N VJ j I •. 01 i TYPE D �, j 557 W. Idaho Ave. j 10 o -ALL "TYPE 5" UNITS NEED TO COMPLY WITH FAIR HOU5ING ACT 01 ' m U N - 2015 IBC 1 1 07.7.2 15 AN EXCEPTION STATING THAT IF THE UNIT 15 2 N i ! STORIES AND 15 NOT SERVED BY AN ELEVATOR, THEN THE UNIT DOES NOT i # 104 # 103 ! HAVE TO COMPLY WITH " '' TYPE REQUIREMENTS. s ! 1 U U o � j -IF THE 2 STORY UNIT 15 A MEZZANINE UNIT, MEANING THE UPSTAIRS 15 <3 C A ! S 89°47'13"W 98.98' OF THE DOWNSTAIRS AREA, THEN IT FALLS UNDER THE REQUIREMENTS OF TYPE "B" UNITS. THERE 15 AL50 AN ADDITIONAL REQUIREMENT STATING THAT ! ANY SPACE (EX: BEDROOM) THAT 15 PROVIDED IN THE MEZZANINE MUST Bldg # I AL50 BE PROVIDED ON THE MAIN LEVEL. ILICENSEIp i i ARCHITECT # 101 # 102 # 1O4 # 103 PROJECT SPECIFIC REQUIREMENTS AR-� B A A ! ! BASED ON THE CIVIL PLAN LAYOUT, THERE ARE 12 UNITS SO NO "TYPE "A" j C REQUIRED. 51NCE ALL UNITS ARE 2 STORY, NO TYPE 5'' 15 REQUIRED. i L(19 i # 102 ! A ao 604 W. Broadway Ave. j o nTAM L GATES E OF IDAHO i o j I N j 526 W. Broadway Ave. i o o oAddenda/Revisions I co I � I � I � I � I � I � I � j I Project Data I ■ Project No.: 1934c I ■ Date: 10.2.19 ■ Drawn By: PGL - I ■ Checked By: PGL I � I � N 89045'55" E 164.75' ALL DRAWINGS TO BE REVIEWED AND VERIFIED BY CONTRACTORS PRIOR TO CONSTRUCTION, NOTIFY STUDIO L ARCHITECTURE OF ANY ERRORS, OMISSIONS, AND/OR PROPOSED CHANGES IN THE PLAN PRIOR TO CONSTRUCTION, OR FABRICATION. W. BROAD WAY AVE Sheet Title GENEN/ALrD A SITE PLAN/ CODES SITE PLAN Sheet Number "= 20'-O" N OKTh A 1 00 < � < � < Q Q . m Q m Studio L 43'-0' 45'-01 GENERAL NOTE5 21,-0" 21,-0" 1'- „ Architecture 2 I'-0" 24'-G" 13'-0" 8'-0" 8'-0" 13'-0" -0'1'-G' I . ALL EXTERIOR WALLS TO BE 2xG WOOD STUDS @ I G" O.C. 21 15 Heights Dr. EXCEPT COMMON WALL Boise,Idaho 83702 1 A/C Cellular phone: (208)890-0218 2. ALL INTERIOR WALLS TO BE 2x4 WOOD STUDS @ I G" E-Mail:rm5Labrie@yahoo.com O.C., UN.0. --------- -----� 7::::::: � C Co r1 ht 201 9 These Documents, 3. 5/8" TYPE 'X' GYPSUM WALLBOARD ON ALL INTERIOR WALLS AND �a5 n5tu nri of Service, whether CEILINGS, U.N.O. the Project for which they are made C1 4. INSULATION: 15 executed or not, SHALL NOT BE �o USED BY ANY PERSON OR ENTITY 2 I Ln R-38 ROOF INSULATION WITHOUT THE WRITTEN CONSENT A4.2 R-2 1 WALL INSULATION OF Studio L Architecture. These J 2' OF R-10 INSULATION @ PERIMETER OF SLAB Documents are and shall remain the O I property of the Architect. ----------------- ------------ ---- 5. CONSTRUCTION TO MEET ALL LOCAL AND NATIONAL Ho o BUILDING CODES AND REGULATIONS. (IBC 201 5) 0 I 0 0 BUILDING IS G. VERIFY ALL INFORMATION PRIOR TO CONSTRUCTION. rr � o ' o o SPRINKLERED FIRE RISER NOTES: V 1 __ -------- --- --- ------- 7. TYPE 'X' GYP. BOARD @ USABLE SPACE UNDER STAIRS Qo 0 0 o FIRE 5PRINKLEP/MECHANICAL _ 0 o I o o ROOM5(TYP OF 4): 8, WINDOW AND DOOR SIZES: EXAMPLE, 30G8= 3'-0" WIDE X G'-8" TALL Q9 EXTERIOR WALLS TO BE 2xG ALL WINDOW HEADERS @: WOOD STUDS @ I G"O.C. UPPER FLOOR @ 7'-0" J BUILDING IS SPRINKLERED O � I FIRECODE ORE GYPSUOM,a MAIN FLOOR @ G'-8" O s r-� — r-� o o s 9. MUST MEET IECC 201 5. MECHANICAL INSTALLER TO SUPPLY HEATING AND O O SHEATHING ON EXTERIOR AND 8' -3 TYPE'X'GYPSUM WALLBOARD ON COOLING LOADS CALCS. (MANUAL J/D) PROVIDE ADJUSTABLE _ �-� ' L—J I THE INTERIOR. (2)LAYERS OFS, BALANCING DAMPERS IN EACH INDIVIDUAL DUCT. PROVIDE 0 L Ll I H Up WALL: WP 370 0 0 � I WALL: WP 1370 TYPE'X'GYP. BD @ CEILING. FIRE PROGRAMMABLE THERMOSTAT. PERFORM DUCT BLAST TEST. CD - - - - - p CAULK ALL PENETRATIONS 10. CARBON MONOXIDE DETECTOR AT HALLWAY r—� /� PROVIDE 51GNAGE ON A VISIBLE OUTSIDE BEDROOMS 73 A—A4.2 A—A4.2 AREA OF WALL CLOSE TO THE • L N o ° FIRE SPRINKLER ROOM STATING CONFORM TO REQUIREMENTS * GUIDELINES OF A.D.A. AND FAIR HOUSING N O O LI "KEEP AREA AROUND FIRE ACT AS APPLICABLE. 1 I SPRINKLER EQUIPMENT FREE OF • O O OBSTRUCTION"LETTERS TO BE I" 1/ MIN., METAL(TYP OF 2) 12 MOUNT (I) FIRE EXTINGUISHER W/ MIN. RATING OF 2A-I OBC @ /\ A4.3 I _ L � �, EXTERIOR OF BUILDING WHERE SHOWN n 13. ALL MILLWORK DETAILS AND ROUGH OPENINGS TO BE PROVIDED BY �J > ' -15 0 0 - THE BUILDER. CIO 03 O O A-A4.3 0 J A-A4.3 N N J 0 0Mc Ico -------- I 0o i A2 m I _ _ SQUARE FOOTAGE5 UNIT A: > L q MAIN LEVEL G31 S.F. UPPER LEVEL 350 S.F. O TOTAL SQUARE FOOTAGE 961 S.F. (V UJ UNIT B: LLn MAIN LEVEL 49G S.F. UPPER LEVEL 408 S.F. O L ^O/ 21'-0" 14'-0" 8'-0" 13'-0" 8'-0" 4'-0" 10'-0" 8'-0" TOTAL SQUARE FOOTAGE 904 S.F. L.L 43'-0" 21'-0" 24'-G" UNIT C: s- 45'-0" MAIN LEVEL G31 S.F. O UPPER LEVEL 350 S.F. OVERALL U E LOOK TOTAL SQUARE FOOTAGE 981 S.F. D U OVERALL LOWED ELOOI� TOTAL BUILDING: CD 1/8 1 '-011 1/811= 1 '-011 (1) "A" UNITS 981 S.F. -(-� (1) "B" UNITS 904 S.F. O s (2) "C" UNITS 19G2 S.F. r \ U TOTAL SQUARE FOOTAGE 3847 S.F. v O Q IVALLS AND INTERIOR PARTITIONS, WOOD-FRAMED 50 5TC W1 INS. WALLS AND INTERIOR PARTITIONS, WOOD-FRAMED 50 5TC W1 INS. GA FILE NO. WP 3380 GENERIC 1 HOUR GA FILE NO. WP 3370 GENERIC 1 HOUR 45 to 49 STC uc�s�o GYPSUM WALLBOARD, WOOD STUDS FIRE GYPSUM WALLBOARD, WOOD STUDS FIRE SOUND aaCT cH W AR-2�82 One layer 5/8" type X gypsum wallboard or gypsum veneer base applied parallel or at One layer 5/8" type X gypsum wallboard or gypsum veneer base applied parallel or at right angles to each side of 2 x 4 wood studs 16" o.c. staggered 8" o.c. on 2 x 6 wood right angles to each side of double row of 2 x 4 wood studs 16" 11 on separate plates plates with 6d coated nails, 1 7/8" long, 0.0915" shank, 1/4" heads, 7" o.c. 1" apart with 6d coated nails, 1 7/8" long, 0.0915" shank, 1/4" heads, 7" o.c. X X Joints staggered 24" on opposite sides. Horizontal bracing required at mid-height. Joints staggered 16" on opposite sides. Horizontal bracing required at mid-height. (LOAD-BEARING) (LOAD-BEARING) S1rATE o IDAHO X 12t Thickness: Thickness: 9 1/2" Approx. Weight: Approx. Weight: 8 psf Fire Test: Fire Test: See WP 3605 (UL R1319-4, 6, 6-17-52; Addenda/RCV15lon5 WF 3380 DETAIL WF 3370 DETAIL I hOUR FIRE WALL DETAIL I HOUR 1=1RE WALL DETAIL NOTE: ADD 2 3'" FIBER GATT INSULATION AS NOTE: ADD 2 3 '" FIBER GATT INSULATION AS Project Data ( ) 2 ( ) 2 NEEDED TO ACHIEVE MIN. 5TC OF 50 NEEDED TO ACHIEVE MIN. 5TC OF 50 ■ Project No.: 1934c ■ Date: 10.2.1 9 ■ Drawn By: RGL ■ Checked By: RGL ALL DRAWINGS TO BE REVIEWED AND VERIFIED BY CONTRACTORS PRIOR TO CONSTRUCTION, NOTIFY STUDIO L ARCHITECTURE OF ANY ERRORS, OMISSIONS, AND/OR PROPOSED CHANGES IN THE PLAN PRIOR TO CONSTRUCTION, OR FABRICATION. Sheet Title OVERALL f LOOK FLANS Sheet Number 2 ,0 z z z o Studio L 0 J 0 J 0 J ■ o o o Architecture 30'-0" 21'-0" (2r, I 13'-931, 9'-21 3. 1 7,-0" 15-7-4 5-44 3'-G" eig isr. 21'-0" Boise,Idaho 83702 40 JI Cellular phone: (208)890-0218 5-0 CLR 12'-24" 8'-✓3" E-Mail:rmsLabrie@yahoo.com 1 HOUR WALL:WP 3370 OF COMMON 1 HOUR WALL:WP 3370 ©Copyright 20 19 These Documents, WALL — — — - as instruments of service, whether the Project for which they are made 1 HOUR WALL:WP3380 = J CL OF COMMON s"TYPE'X' v I� is executed or not, SHALL NOT BE % o a - o `� USED BY ANY PERSON OR ENTITY REF. WALL — TUB/SH GYP.BD. ; BATH #1 SHWR/ "' WITHOUT THE WRITTEN CONSENT I = 22'x 30" CONT.BEHIND o VINYL a TYPE'X'GYP.BE. OF Studio L Architecture. These MECHANICAL c. � � rue 5" 3'x 4' PANTRY — - ATTIC TUB TO FLR, l9 INSERT CONC. `X SINGLE LAYER 1/2"FIRE _ BATH #1 ACCESS 2668 SEE DETAILS �p CONT.BEHIND Documents are and shall remain the �., SHWR/ Ln TUB TO FLR,SEE property of the Architect. STOOP TREATED PLY @MECH ;fl X 8'CLG TUB PANEL BATH #Z A3.0 co UNIT/SHARED WA�`" FRESH `" "TYPE'X'GYP. — (01IT 36"SQ. DEN N O AIR = SOFFIT @ 20"WIDE X 11 o J INSERT BE.CONT. - VINYL DETAILS A3.0 2x6 7/8"TALL,SEE 1-A4.1 0 � w ¢ BEHIND TUB -I� `n ``� C qpC 8'CLG 2x6 N 1-- Z o TO FLR BEDROOM CARPET SD 2668 = 2868 00 KITCHEN � - N CARPET N 2x6 O - ACKE M 8'CLG 2x6 O c� rc cn 468 868 S E Y E 0 0 DW LOSE T KE 2x6 3 68 m cv� o A .4 FIRE /D SPRINKLER CONCRETE PATIO J =1� SD J �0 4068 BIPASS `n 2x6 WALL 42"TALL SD - O v 2468 0 � o CLOSET = - S o co m FIRE REF. LE N PROVIDE 2x6 @ RAISED BAR INTERIOR HEADER N 2668 ON 15R EXTINGUISHER—� R&S N N U 75 m FOR FUTURE BLIND DESK INSTALLATION LL 32"HIGH -iN L- ��— - - - 8'CLG Z a I 3 2x4 HALF VAULTEDCD_ N _ R&S I � 11 7/8"TALL SOFFIT, s N 3 I N 20 MINUTE — — — — WALL 42" ¢ m 4' 102 9'_4 3'-03" '-9" pie 5-92 2-7 3-I 4 _ WH SEE DETAIL 1-A4.1 �6 N � COUNTER O CUSTOM DOOR O O = = O < 73 GROMMET O MECH =IN 32"x70"RO-OP CLOSET o o KITCHEN DESK -iN o _ N �? 8'CLG x w m m 8'CLG `� 32"HIGH cn L LIVING m = o PROVIDE 2x6@ • O O 8'CLG z FU N J J INTERIOR HEADER GROMMET • 0 5/8"GYP.BD. DUCT CHAS EL 24" `� oo FOR FUTURE BLIND O O DW N C) CON RETE PATIO m I„ J W M I N @ MECH WIDE AIL 2-A4.1 O M � cc INSTALLATION cn � (� 2-5 J o m _ v m 2x6 WALL 42"TALL a N o a ¢ w J N - o LINE OF FLOOR ABOVE RAISED BAR J 0 � > Q O ¢ J J Lu J o 4x8 BLOCK FOR a 1 0 - j -I� 14'-2" o T-0 3/4" , � ¢ z NEWEL POST = o o m z VINYL / 7'-1 1/4" ¢ _ > ~ FRESH Z oz CARPET J w m¢ o CV CV AIR o = o M ENTRY UP 15 o Z Y �� vv � PLASTIC GROMMETS - O 8'CLG cum OPEN TO BELOW Ln > > LIVING ROOM 41 BLOCK POSTFOR I O —IN VINYL 26 0 SH 265 SH 26 0 SH 6? 3-3 m ~ ENTRY Cr�Q �o m o _ /� VAULTED W N M — //�\ !� =1�r VA INYLD Z - > L 117 (VN tf) � O v QJ 2'- 1 51_0311 2'_33,1 — — — — — m M N CLI if COVERED CON N 41-I" 2'�97I�� 2 9 2 4T_4I�� 4 � PORCH = �- � � 2 2 2650 S.H. 2650 S.H. 2650 S.H. O 7'-0" 4'-0" 19'-0" Lam. 4'-7 1 2'_21 i 30'-0" 21'-0" 3'-9" 2'-9" 2'-9" 3'-9" 2 2 O JI JI I'-G" 2'-0" 13'-0" ole '-2" G'-10" 24' 6" L � O PLAN B- MAIN FLOOR FLAN A/C- UPPER FLOOR31/4"=FLAN A- MAIN FLOOR 2 U oQ I/4"= I '-O" 463 SFT I/4"= I '-O" 432 SFT I '-0" G 10 SFT z 21'-0" O 41 1 2'-24' 8'-94" L.EGENSED lot ARCHITECT J 01 STRUCTURAL STAMP AR-2� 1 HOUR WALL:WP 3370 30'-011 IS ONLY FOR ._�1N _� HANDRAIL DETAIL 2" RAIL 7'-0" 23'-01I V 0 v �' if BATH #1 SHWR/ `Y' o Ln BALUSTERS, 8'CLG ,� N VINYL INSERT TUBa TYPE'X'GYP.BD. WALL BRACKET CONNECTIONS I 1 @ 4" O.C. W/ CONT.BEHIND PER MANUFACTURER, 12" 12" < 4"CLP\ 1 HOUR WALL:WP 3 80 N TUB TO FLR,SEE 200# MIN. CAPACITY OF COMMON 36"SQ. o DETAILS A3.0 WALL CONC DEN 2 RAIL LTTATE Qfi�DAHO FLAT 2x4 WALL PAD 8'CLG 2x6 m IFRAMING @ CHASE 3 BATH #2 " CARPET SD = Q 4 8'CLG 2668 _ 2s6a CZ WOOD HANDRAIL OPENING T ^� t SINGLE LAYER 1l2"FIRE I -5 o ACKE m w v LinLn VINYL 9 2 I TUB/ a"TYPE'X'GYP.BD. I S E Y E U_ WALL BRACKET TREATED PLY @ 4'-0" o SHWR CONT.BEHIND - — — — — — — UO N INSERT TUB TO FLR A4.4 x 3'-4" _ @ 4' O.C. MAX. FF� m ddenda/Revisions BEDROOM #1 � 4068 BIPASS 24s8 v; EDGE OF WALL 8'CLG 2.3_ -1N ch CLOSET = m STAIRS G CARPET 2'-34' 2'_ 2668 3-8 3-4 3�-44 — — — — —REF. —CE LE 10 o -1N DN 15R R&S O N O N7. cn SD Sp m _ 8'CLG VAULTED (2) 2x4 BLOCKING @BRACKET GUARDRAIL DETAIL 8. 11 7l8"TALL SOFFIT, LOCATIONS W/ HUC 24-2 EACH END Project Data 4'-102' 9 41 SEE DETAIL SOFFIT, 3 03 3 g NTS oeo p 4 = 4 = p ■ Project No.: 1934c LL DESK —IN O _ cv co O 8'CLG �j ■ Drawn By: RGL —N min m 00 a o KITCHEN m 32"HIGH - 6068 BYPASS SD N � ■ Date: 10.2.19 N J N o PROVIDE 2x6 @ ■ Checked By:9.RGL N Q N J INTERIOR HEADER GROM ET _ _ CONCRETE PATIO o FOR FUTURE BLIND 00 00 DW N O - L? co INSTALLATION o R&S ATTIC c�1 O _ _ 0 co co ��"���� ALL DRAWINGS TO BE REVIEWED AND ACCESS _ — — — — — — — — — —2x6 WALL�42"TALL_ J a /� p G�-QL �j VERIFIED BY CONTRACTORS PRIOR TO — — LINE OF FLOOR ABOVE RAISED BAR J HANDRAIL DETAIL CONSTRUCTION, NOTIFY = _ w STUDIO L ARCHITECTURE OF ANY ERRORS, —N —IN J NTS ¢ OMISSIONS, AND/OR PROPOSED CHANGES N N VINYL T-0 3/4"/ T I I/4" ¢ _ > IN THE PLAN PRIOR TO CONSTRUCTION, m BEDROOM #2 ch CARPET LL Ly o C�� OR FABRICATION. 8'CLG ¢ _ O a CARPET = Sheet Title IC m GENERAL NOTES CD LIVING ROOM 4x8 BLOCK FO _[47 VAULTED NEWEL POST ENTRY 1 . ALL EXTERIOR WALLS TO BE 2xG WOOD STUDS @ I G" O.C. 8. WINDOW AND DOOR SIZES: EXAMPLE, 30G8= 3'-0" WIDE X G'-8" TALL f LOOKEXCEPT COMMON WALL ALL WINDOW HEADERS @: m INYL 2, ALL INTERIOR WALLS TO BE 2x4 WOOD STUDS @ I G" UPPER FLOOR @ I-6" 5040SL R � O.C., UN.0. MAIN FLOOR @ G'-8" FLAN5 3. 5/8" TYPE 'X' GYPSUM WALLBOARD ON ALL INTERIOR WALLS AND 9. MUST MEET IECC 2015. MECHANICAL INSTALLER TO SUPPLY HEATING AND COVERED CONC �v CEILINGS, U.N.O. COOLING LOADS CALCS. (MANUAL J/D) PROVIDE ADJUSTABLE I L — — — —3— — — — — PORCH BALANCING DAMPERS IN EACH INDIVIDUAL DUCT. PROVIDE 8'-74" 8'-44' 4. INSULATION: PROGRAMMABLE THERMOSTAT. PERFORM DUCT BLAST TEST. 650 S.H. 2650 S.H. 2650 S.H. R-38 ROOF INSULATION 10. CARBON MONOXIDE DETECTOR AT HALLWAY R-2 1 WALL INSULATION OUTSIDE BEDROOMS G'-0" 17- 111 1 2' OF K-10 INSULATION @ PERIMETER OF SLAB 23'-0" 3'-9" 2'-9" 2'-9" 3'-9" 4-72 2-22 1 1 . CONFORM TO REQUIREMENTS * GUIDELINES OF A.D.A. AND FAIR HOUSING Sheet Number 5. CONSTRUCTION TO MEET ALL LOCAL AND NATIONAL ACT AS APPLICABLE. 13'-0" 4-2"le GI_I Oil BUILDING CODES AND REGULATIONS. (IBC 201 5) 12. MOUNT (1) FIRE EXTINGUISHER W/ MIN. RATING OF 2A-I OBC @ 21'-Oz' G. VERIFY ALL INFORMATION PRIOR TO CONSTRUCTION.40 EXTERIOR OF BUILDING WHERE SHOWN 7. TYPE 'X' GYP. BOARD @ USABLE SPACE UNDER STAIRS 13. ALL MILLWORK DETAILS AND ROUGH OPENINGS TO BE PROVIDED BY THE BUILDER. A20 PLAN B- UPPER FLOOR 5 PLAN C- LOWED FLOOR 1/4"= 1 '-0" 409 SFT 1/4"= 1 '-0'' 409 SFT -)L41 Studio L ELEVATION NOTE5 : ELEVATION KEYNOTES Architecture A. VERIFY ALL INFORMATION PRIOR TO CONSTRUCTION I . ARCHITECTURAL ASPHALT SHINGLES O/ 1 5# FELT PAPER B. CONFIRM ACCURACY OF ALL DIMENSIONS PRIOR TO CONSTRUCTION 2. ROOF VENTS (I G TOTAL) Boise,ldahot83702 C. FLASH AND COUNTERFLASH ALL WALL TO ROOF CONNECTIONS 3. BOARD AND BATT (OK SHAKE SIDING) T.B.D. BY BUILDER, Cellular phone: (208)890-0218 E-Mail:rm5Labrie@yahoo.com AS NECESSARY PAINTED, WOOD GRAIN D. COLORS TO BE DETERMINED BY BUILDER 4. RECTANGULAR ATTIC VENTS, PAINTED 5. G"LP SMART TRIM PAINTED FASCIA W/ ALUMINUM GUTTER ©Copyright 201 9 These Documents, G. 3/4" PAINTED SOFFIT BOARD as instruments of service, whether the Project for which they are made 7. HORIZONTAL LAP SIDING , WOOD GRAIN FINISH, PAINTED 15 executed or not, SHALL NOT BE 6. 4" TRIM (WOOD GRAIN) @ CORNERS/WINDOWS/DOORS USED BY ANY PERSON OR ENTITY 9. 1 0" PAINTED TRIM, CENTERED ON WINDOW WITHOUT THE WRITTEN CONSENT 10. CONCRETE STOOP/PATIO OF Studio L Architecture. These Documents are and shall remain the 1 1 . 12" PAINTED TRIM property of the Architect. 12. HAND STACKED SHED ROOF 1V JJ 73 U3 C QN c� � 73 • L l� N 00 5 Lk � — O X CIO G) U � iLLLLL co O N N LLLLLLL 3 2 I LLLLLLLt A. Ln 12 v U � 61TYP 1 0 O F— CL/ 5 O � 6 m U U oQ Li Lj Ll Lj LICENSED aMHITECT AR-OW ' ' C ' UNITS 51DE ELEVATION C ENTRY UNIT ELEVATION /4II _ I I_011 � 1 /4II _ I I_011 ROBIN L GATES 2 STATE OF IDAHO ���,�►LtC� Sc�L Addenda/ReV1510n5 LLLL ADD ENERGY HEELS AS NEEDED 12 _LLid5 6 TYP � Lid LLILLLILLL 11 1 1 H _L I H J1 I PLATE 4 Project Data LLEM ■ Project No.: 1934c 3 ■ Date: 10.2.19 ■ Drawn By: RGL ILLill I ■ Checked By: RGL 12 1. ALL DRAWINGS TO BE REVIEWED AND VERIFIED BY CONTRACTORS PRIOR TO 6 TYP CONSTRUCTION, NOTIFY STUDIO L ARCHITECTURE OF ANY ERRORS, OMISSIONS, AND/OR PROPOSED CHANGES IN THE PLAN PRIOR TO CONSTRUCTION, F.F. OR FABRICATION. ri�ao ----- -- — — — --- PLATE Sheet Title 6 EXTERIOR LEVATION F.F. ' ' C ' ' ENTRY/ 111511 SIDE ELEVATION 111311 ENTRY/ ' 'All SIDE ELEVATION Sheet Number /411 _ 1 1_011 I /411 _ 1 1_011 -)L41 Studlo L Architecture I 2 1 15 Heig1ht5 Dr. Boise,Idaho 83702 Cellular phone: (208)890-0218 m� TOP OF TOP PLATE cn� TOP OF TOP PLATE e-Mail:rmSLabrie@yahoo.com 117/8"x 20 © 1 " " SOFFIT Copyright 2019 These Documents, 4 I/2 14 I/2 x 20 I" x 1 I/2' as m5trument5 of Service, whether RETURN RETURN the Project for which they are made 15 executed or not, SHALL NOT BE AIR AIR USED BY ANY PERSON OR ENTITY WITHOUT THE WRITTEN CONSENT OF Studio L Architecture. These 3" MIN. CLK Documents are and shall remain the 3" MIN property of the Architect. J WALL STUDS r (1 lJ J Cz W MECH 50ffIT w 11211 = 1 1_QLL- 11 o Qw 73 z 1 1 7/8" HVAC CHASE CD � N TRUSS BLOCKING � _ 73 • L l� N ASPHALT SHINGLES 5 Q O A4.4 - - - - — O 8"x 8"ATTIC VENT � X � RETURNAI 2 R � 00 I 11211 — 1 1_011 N N I I � I 3 I I CQ � Q A4.4 / ENGINEERED WOOD TRUSSES @ 24"O.C. W/K-38 BLOWN IN INSULATION I I Q � N I I 4 'T M -21 I 12 I I I A4.4 V J QCL/ G ENERGY HEEL AS REQUIRED PER CODE, TYP. @ALL TRUSSES I "� I �� I - 4x8 W/HUC48 14" ROOF JOISTS W/R-38 INSULATION — — — — — — — — — — — — — — 0/VAPOR BARRIER PLATE Y x X X X y / \ I I I SOFFIT I I'-0"TYP. I i i I 0 s 6` PAINTED FASCIA I I I 5/8 GYPSUM WALL BOARD TYP. @CEILINGS/WALLS 2x6 OVERBUILD @ 24 O.C. - I => I I I I II v 0 Q I I I I I II SIDING 0/WALL SHEATHING 0/2xG STUDS @ I G"O.C. W/ R-2 I WALL INSULATION, TYP @ I I I I I I EXTERIOR WALLS L.EGENSED PAINTED SOFFIT BOARD I ARAR-CHITECT I I I I 132 2x4 STUDS @ INTERIOR WALLS, U.N.O. I I `? I I I I I I I 3/4" FLOOR SHEATHING 0/ 1 1 7/8" FLOOR JOISTS, SEE 52.1 I I I P16" I I I q&E 1 f L GATES -2 I GATT IN TI N TOP PLATE, T HEEL, I I T - IDAHO R SULA 0 0 LA BUSS L R M JO S S I I 7ATE Qfi I @ s I AND VOIDS HEADERS TYP.I I II G a;-J"G�f S F.F. c- -� L I ) PAINTED I PLATE I I I i AND BATT BOARD I Addenda/KCV151on5 I I I I I I DOUBLE TOP PLATES TYP I I I I I HOUR FIRE TED ROO I I I 4x8 HEADERS, SEE A2.0 FO SPECIFICS I I I TYP., U.N.O. I I I T I Project Data V I ■I Project No.: 1934c I eft I I■ Date: 0.2. 9 I I I I I w ■ Drawn BY RGL Cn— ■ Checked By: RGL J I I I I I I C3 IALL `n DRAWINGS O REVIEWED 5/8��TYPE�X�GYP. I I VERIFIED BYCONTRACTORS PRIOR TOI CONSTRUCTION, NOTIFY BD. @ USABLE I STUDIO T I L RC EC URE O ANY A HIT T F A S ERRORS - OMISSIONS AND OR PROPOSED CHANGES SPACE UNDER - / ml� I N THE PLAN PRIOR TO CONSTRUCTION, P.T. I PATE �S LL L AI 2x 2 ST INGE S ST RS 3 R I I I cl OR FABRICATION. _ I I I I I I I I I I Sheet Title 4 CONCRETE SLAB POURED 0/15 MIL. POLYETHELENE VAPOR _ 4x6 BLOC ING @ A.D.A. TH E HOLD I BARRIER O/6"WELL COMPACTED AGGREGATE BASE DESK NdWEL POST F.F. I I I I I I BLDG .VAPOR BARRIER a °a d A I a E TI S C ONS a � 2 RIGID INSULATION (R-10)TYP @PERIMETER FOUNDATION WALLS I 1 ° a a I y III III III III � � _ III III III -' ll I � ° ° I I Sheet Number II III III BUILDING SECTION - - - - - - - - - - - - - - - -- 11211 _ 1 1_011 -)L41 Studlo L Architecture I 2 1 15 Heights Dr. Boise,Idaho 83702 Cellular phone: (208)890-0218 E-Mail:rm5Labrie@yahoo.com ©Copyright 201 9 These Documents, as m5trument5 of Service, whether the Project for which they are made 15 executed or not, SHALL NOT BE USED BY ANY PERSON OR ENTITY WITHOUT THE WRITTEN CONSENT OF Studio L Architecture. These Documents are and shall remain the property of the Architect. V J 2 A4.4 � O U 75 C I I � M N � I I 75 — — I I L N ENGINEERED BOX GIRDER BEAM I i O O • - O I I . 31-411 co O O � N N NGINEEKED WOCE TRUSSES @ 24 D.C. W/ I -38 BLOWN IN I ULATION ENGINEER D OOD TRUSS @ 24" O.C. W/ 438 BLOWN IN IN 3JLATION L I I m --u CLI P TE - - L_ _ _ Cz �� 5/8 GYPSUM WALL BOARD TYP. @ CEILINGS/WALLS SIDING 0/WALL SHEATHING CD U 0/2xG STUDS @ I G"O.C. W/ R-2 I WALL INSULATION, TYP @ -I NOTE: GLUE ALL MAIN FLOOR EXTERIOR WALLS O s =� I INTERIOR WALLS AND ALL UPPER r 1 L FLOOR WALLS TO BOTTOM PLATE v O Q 2x4 STUDS @ INTERIOR WALLS, U.N.O. I I I uc�s>�o ARCHITECT 3/4" FLOOR SHEATHING 0/ 117/8" FLOOR JOISTS, SEE 52.1 I AR-2M I I I I F.F. I I � PLATE R-2 I GATT INSULATION @TOP PLATE, I I ROBIN OF IDAHO TRUSS HEEL, RIM JOISTS I G'-c=�-� G ja S AND VOIDS @ HEADERS, TYP. I I I I � 4x8 HEADERS, t\ Addenda/Revisions I I" v TYP., U.N.O. I I II LU -1� I 1Z I I Ln Project Data ■ Project No.: 1934c 4" CONCRETE SLAB POURED 0/15 ■ Drawn By: RGL MIL. POLYETHELENE VAPOR ■ Checked By:(3) 2x 12 STRINGERS ROL2.19 BARRIER 0/G"WELL COMPACTED AGGREGATE BASE 4x8 BLOCKING @ A.D.A. THRESHOLD ALL DRAWINGS TO BE REVIEWED AND NEWEL POST VERIFIED BY CONTRACTORS PRIOR TO CONSTRUCTION, NOTIFY STUDIF.F. L ARCHITECTUIRE Of ANY ERRORS, I OMISSOIONS, AND/OP PROPOSED CHANGES a a a ° a ° a a a s a a ° a a ° a ° a° a ° a a ° a a ° IN THE PLAN PRIOR TO CONSTRUCTION, a° I bk ° VAPOR BARRIER a a OR FABRICATION. Sheet Title as 15LDG . SECTIONS BUILDING SECTION Sheet Number 1 /211_ 1 1_011 Lill Studio L I I I Architecture I I I ————— 3 S 1 M 2 1 15 Heights Dr. _ _ Boise,Idaho 83702 cc / A4.4 E--Maul r rM5Labrie@yaahoo.com I 1 � I I I I I ©Copyright 201 9 These Documents, as Instruments of service, whether the Project for which they are made I I Is executed or not, SHALL NOT BE I I USED BY ANY PERSON OR ENTITY I I WITHOUT THE WRITTEN CONSENT I I OF Studio L Architecture. These Documents are and shall remain the property of the Architect. YJ 1-94 I I � I I I I I I I I I s I I I I U 7) CD M N cq I I I I 73 — — I I I I L N I I O O 11 IV! I I I I �lJ > I I I I Go O O I I I I I I I c6 N N I I SEE 2-A4.1 FOR I SOFFIT DETAIL 73 I I I I C I I � I I I I N C/ Ln U � SIM 5 I I A4.4 CD 2 BUILDING SECTION \� ---- �/ A4.4 A3/6 1 I_011 I I U o � I I I I I I I I LICENSED ARCHITECT 12 I AFI-2682 I I I I 6 I I I I I CONNECTION PER I TRUSS I MANLI. ENGINEERING 4 I � ------ A4.4 I I FBIM L.GATES I I I STATE OF IDAHO I I I I I I 2x BLKG @ 2' OFF I WALL, SEE 52. 1 I I I I I I I I I I Addenda/Revisions I I I I I I I I I I I CONT. RIM JOIST 2 I I I Project Data I ■ Project No.: 1934c ■ Date: 10.2.1 9 I I 112' I ■ Drawn By: RGL I ■ Checked By: RGL a \ I I ALL DRAWINGS TO BE REVIEWED AND I I I VERIFIED BY CONTRACTORS PRIOR TO ' CONSTRUCTION, NOTIFY STUDIO L ARCHITECTURE OF ANY ERRORS, I OMISSIONS, AND/OR PROPOSED CHANGES IN THE PLAN PRIOR TO CONSTRUCTION, A OR FABRICATION. TVNIC MAIM, SEE S2. 1 HE I I I I I I \ I I Sheet Title I I I I I I I I I I I I 2x4 SOFFIT I I I I FRAM I N I I I I I BLDG . I I I I I SECTIONS I I I I I I I I I I I I I I I I I I I I I I Sheet Number ice/ ------- BUILDING SECTION / 3/811_ 1 I_OII ------ A4o3 - -) ASPHALT SHINGLES 0/15# L41 Stucho L FELT C/ ROOF SHEATHING ■ Architecture ROOF VENTS I 1 15 Hei6jht5 Dr. Boise,Idaho 83702 Cellular phone: (208)890-0218 ASPHALT SHINGLES 0/1 5# E-Mail:rm5Labrie@yahoo.com FELT C/ ROOF SHEATHING ©Copyright 201 9 These Documents, 12 as m5trument5 of Service, whether the Project for which they are made 15 executed or not, SHALL NOT BE BLOCKING P * DO USED BY ANY PERSON OR ENTITY @ G WITHOUT THE WRITTEN CONSENT BLOCKING @ TOP * BOTTOM OF BOX BEAM, BE NTIRE Documents are and Architecture. remain the OF B BEAM, BEAM ENTIRE LENGTH OF FIRE WALL property of the Architect. LENGTH OF FIRE WALL ASPHALT SHINGLES 0/15# ENGINEERED ROOF TRUSSES FELT 0/ ROOF SHEATHING @ 24" O.C. W/R-GO INS. ENGINE RED ROOF TRUSSES @ 24' .C. W/R-36 INS. ENGINEERED WOOD TRUSSES @ 24" O.C. W/ R-38 ENGINEERED 2x BOX GIRDER ENGINE RED 2x BOX GIRDER INSULATION, AIR GAP BEAM W/8" TYPE 'X' GYP. BEAM /8" TYPE 'X' GYP. BETWEEN TRUSSES BOARD ON BOTH SIDES, BOAR ON BOTH SIDES, / CONT. TO ROOF SHEATHING ( 1 CONT 0 ROOF SHEATHING ENERGY HEEL AS v 73 REQUIRED BY CODE TRUSS TIES PER TRUSS C 2x B CKING @ LOWER RO / i / MANU. N 2x TRUSS BLOCKING , / I t�T BAFf L, 73 DBL 6 TOP PLATES NOTCHED FOR �� X "Illn X N VENTILATION RU5S HEEL ��� O 0 _ 0 PREFINISHED CONT. X � m METAL DRIP (� ` 5/6" TYPE 'X' GYP. `y j 5/8" TYPE 'X' GYP. BD 0/ G MIL. PREFINISHED H I CLIP TYP. @ 2x8 ABOVE (2) BD 0/ G MIL. (� Q VAPOR BARRIER ALUMNINUM GUTTER TRUSS BEARING @ DBL 2x4 TOP VAPOR BARRIER �1_ �, O O AND DOWNSPOUT DBL TOP PLATE PLATES c� CAI N TO TRUSS WP 3380: I NOUN FIRE WALL 2x4 SUB FASCIA W/4" FASCIA 2x4 SUB FASCIA _ O 2x4 WOOD STUDS @ I G" O.C. STAGGERED BD. W/SOFFIT VENTS WP 3370: 1 HOUR FIRE WALL 8" O.C. ON 2xG WOOD PLATES, (2) n� m O SIDING 0/WALL SHEATHING 5/8" TYPE 'X' GYP. DOUBLE ROW OF 2x4 WOOD STUDS I G" THICKENESS OF 3 -" FIBERGLASS BATT — @ INSULATION (INTERIOR) 5" TYPE 'X' 0/2x6 STUDS @ 16" O.C. 0/ BD 0/ 6 MIL. O.C. ON SEPARATE PLATES, I" APART, (2) S._ a 'ESP LOW-E HOUSEWRAP" W/ VAPOR BARRIER THICKENESS OF 3 I GYPSUM WALLBOARD APPLIED EACH SIDE 2 FIBERGLASS GATT -�-' INSULATION (INTERIOR)PARALLEL OR AT RIGHT ANGLES W/ 6d R-2 I WALL INSULATION, TYP � 5" TYPE 'X' � � O � @ EXTERIOR WALLS 2xG @ 24" O.C. PAINTED 8' SOFFIT 80 l 0 OVERBUILT COATED NAILS, 1 8' LONG, 0.09 1 5" SHANK, OVERBUILD BD. GYPSUM WALLBOARD APPLIED EACH SIDE QD PARALLEL OR AT RIGHT ANGLES W/ Gd L\ 4" HEADS, 7" O.C., JOINTS STAGGERED I G" �- U ON OPPOSITE SIDES. HORIZONTAL BRACING FLASHING @ WALL TO PROVIDE DRAFT COATED NAILS, 18' LONG, 0.09 15" SHANK, ( f1 0 O REQUIRED AT MID-HEIGHTS. SEE DETAIL ROOF CONNECTIONS STOP EVERY 10' 4" HEADS, 7" O.C., JOINTS STAGGERED I G" VV JJ I— A2.0, MIN SOUND STC OF 50 MAX HORIZ. ON OPPOSITE SIDES. HORIZONTAL BRACING REQUIRED AT MID-HEIGHTS. SEE DETAIL 14" ROOF JOIST W A2.0, MIN SOUND STC OF 50 O R-381N5ULATION = . . PROVIDE DRAFT STOP EVERY WALL HEIGHT TO BE REDUCED BY 8' U 34 FLOOR SHEATHING @UPPER FLOOR N CID I 0 MAX HORIZ. L 0/ 117/8 FLOOR PROVIDE DRAFT JOISTS, SEE 52. 1 O 3/4" FLOOR STOP EVERY 10 MAX HORIZ. L BLOCKING SHEATHING 0/ O Q 2xG SILL 1 1 7/8" FLOOR - CONT. SUBFLOOR SHEATONOG 0/ PLATE JOISTS, SEE 52. 1 5i1 CONTINUOUS 1 3/4" x I I \ INSULATION BAFFLE SHEATHING TO 117/8" FLOOR a TYPE X GYP. 7/8 LVL LEDGER BOARD BEAR ON BLKG JOISTS, SEE S2. I WHERE SHOWN LICENSED w CONT. RIM BD. aacHRcr _ (4) 5D525500 1/4" x 5" WOOD 5i1 AR-26K BLOCKING AS SCREWS @ 16" O.C. INTO STUDS 8 TYPE X GYP. WHERE SHOWN -> 2xG BLOCKING SHOWN BLOCKING AS SHOWN - 5/8" TYPE 'X' GYP. BD (2) 2xG DBL 8' TYPE 'X' GYP DBL 2x6 TOP PLATE ER 0/6 MIL. VAPOR BARRIER _ R-2 I INS TOP PLATE BD CONT. ABOVE MECH. CHASE H I CLIP TYP. @ TRUSS 2x4 DBL TOP PLATE (2) LAY RS 5/8' 5/8" TYPE 'X' GYP. BEARING CONTINUOUS DOUBLE TOP PLATE. ROBIN L GATES 12" BD MECHANICAL CHASE 57AQ OF IDAHO 0/ 6 MIL. SECOND TOP PLATE TO BE 8' OSB/PLY TYPE 'X GYP. ALL VAPOR BARRIER LFI JOISTS, BOAR @ SEE I-A4. 1 5/8" TYPE 'X' GYP. BD HDR, SEE 52. 1 SHEATHING, 8' LENGTHS, STAGGER JOINTSMECHANICAL ROOM FROM FIRST TOP PLATE JOINTS c C� CEILING COMMON 2x4 SOFFIT FRAMING WALL 8' TYPE 'X' GYP. BOARD 8" TYPE 'X' GYP. BOARD Addenda/RCV151on5 MUST BE CONTINUOUS TO MUST BE CONTINUOUS TO ROOF SHEATHING ROOF SHEATHING MECH ROOM UNIT Project Data 2xG @ 16n O.C. W/ R-19 GATT AND 4" CONCRETE SLAB POURED ■ Project No.: 19.2. 0/15 MIL. POLYETHELENE VAPOR ■ Drawn By: RGL■ Date: 102.19 FIRECODE CORE BARRIER 0/ G" WELL COMPACTED 4" CONCRETE SLAB 4" CONCRETE SLAB POURED ■ Checked By: RGL GYPSUM AGGREGATE BASE SHEATHING POURED 0/15 MIL. 0/15 MIL. POLYETHELENE VAPOR POLYETHELENE BARRIER 0/ 6" WELL COMPACTED ALL DRAWINGS TO BE REVIEWED AND P.T. 2xG SILL PLATE W/ SILL VAPOR BARRIER 0/ G" 4" CONCRETE SLAB POURED AGGREGATE BASE VERIFIED BY CONTRACTORS PRIOR TO ALL PENETRATIONS TO BE GASKET � A-BOLT WELL COMPACTED 0/15 MIL. POLYETHELENE VAPOR CONSTRUCTION,l OTIFY OF ANY ERRORS, FIRE RATED AGGREGATE BASE BARRIER 0/ G" WELL COMPACTED OMISSIONS, AND/OR PROPOSED CHANGES AGGREGATE BASE HORIZ. SIDING 0/ P.T. 2xG SILL PLATE W/ SILL THE PLAN PRIOR TO CONSTRUCTION, O 5/8" DIA. x 10" ANCHOR BOLTS R FABRICATION. @ 48" O C 5/8" DIA. x 10" WALL SHEATHING GASKET � A-BOLT P.T. 2x6 SILL PLATE W/ SILL ANCHOR BOLTS @ 0/ 2xG STUDS @ Sheet Title GASKET A-BOLT 48" 0 C P.T. 2xG SILL PLATE W/SILL I G" O.C. W/ (2) 5/8" DIA. x 10" ANCHOR GASKET A-BOLT R-2 I INSULATION BOLTS @ 48" O.C., D a D v D Q v Q D a D 4 d D � � D vD Q ° � v d D ° Q 4 � 4a p � O 4 Vq D ° a a ° D 4 WALL (3) #4 CONT.° D (3) #4 CONT. °2" RIGID INSULATION 2" RIGID R-10 IN DETAI LSS. ° a � 2'-0" vR-10 2'-011 CONCRETE FOOTING STEM WALL PER a° CONCRETE FOOTING ° ENGINEERING D * STEM WALL PER ° a ° a a ENGINEERING a Sheet Number v c MECH . WALL I HR . PARTITION WALL DETAI L WALL DETAI L I HR . PARTITION WALL 3/411_ 1 1_011 3/411_ 1 1_011 3/411_ 1 1_011 3/411_ 1 1_011 3/411_ 1 1_011 Aj4 ,0 -)L41 Studio L Architecture I1 15 Heights Dr. Q Boise,Idaho 83702 Cellular phone: ( 8 < < I E-Mail:rmsLabrie@ya@yahoo.como.com Q m 45'-G" ©Copyright 201 9 These Documents, a5 m5trument5 of Service, whether 5/8" DIA. x 10" A.B. @ 48" 13'-0" -2" G-7" G_7"' ' Gil ' 2 13'-0" 2-0" -G", I' the Project for which they are made O.C., SEE SHEAR WALL is executed or not, SHALL NOT BE SCHEDULE FOR ADDITIONAL USED BY ANY PERSON OR ENTITY A.B. REQUIREMENTS 2xG STUD WITHOUT THE WRITTEN CONSENT WALL DUE TO VARYING CODES AND LOADS, STRUCTURAL OF Studio L Architecture. These ENGINEERING REQUIRED EACH TIME PLAN IS REUSED Documents are and shall remain the A np, ENGINEERING STAMP ONLY APPLIES TO THE JOB property of the Architect. CONC. SLAB 4" CONC. S2.0 o PATIO LOCATION WRITTEN UNDERNEATH THE STAMP. IIIIIII- V1 1,,,IIII IIIIIIIIIIIIIII p III-III II - - - - - - - - - - - - - - � -�•� z 8" STEM WALLir o 2 RIGID INSULATION N _ - - - - III III I= SEE SHEET52.2, - - - - - - - - - � - GENERAL NOTE5 : oI II III II II II IMSHEAR PLAN FOR � EXACT LOCATION A. VERIFY ALL INFORMATION PRIOR TO CONSTRUCTION O o #4 VERT. @ 32" �I II II II II o II II II II II of HOLDDOWN5 O.C. ALT. HOOKS= - D - = B. 3G" x 3G" LANDINGS ARE REQUIRED AT EXTERIOR s z 11111111IIIIIIIIIIIIII III III U (2) #4 CONT., TOP - DOORS IF THE DISTANCE FROM THRESHOLD TO WALK `J 75 w II II II II II II II D IIIIIII BOTTOMLU SURFACE EXCEEDS 8". III III III III III=I I I=I I I= 5'-0" 3„ 13 1 14 C. ALL BEARING FOOTINGS MUST BE 24 BELOW FINISH CD o T = 2'-3" SQR. x 10" w/(4) "' GRADE FOR FROST PROTECTION. = �6 N - o - #4 EACH WAY, 3" o D. ALL CONSTRUCTION MUST MEET CURRENT 201 5 IBC o = CLR TO BOTTOM OF - N REQUIREMENTS. —I Q D_o,_ — FOOTING, TYP OF 4 O O F_ — E. FRAMING TO BE DOUGLAS FIR#2 OR BETTER. GxG POST — O (2) #4 CONT. --III III - 6x6 POST T 2,_0„ F. ALL SLABS TO BE POURED OVER ADEQUATELY COMPACTED SAND AND GRAVEL AND VAPOR BARRIER CO ' � - 4" CONIC � I G" - = m , PATIO = G. FOUNDATION TO MEET ALL MINIMUM CODES > (� (� `° I I "' I I I I O O co 4-84 9-44 3-71 3 72 9 44 4-81 H. PERIMETER INSULATION TO MEET ENERGY CODES, > N N 4" CONC. PATIO - VERIFY W/ MANUAL J 4x4 POST I. PERIMETER FOOTING DRAIN AS NEEDED TYP . fOUNDATION N 4x4 POSTS T 7 T J. FLUSH STOOP @FRONT DOOR O N .T.S. � - - - - � - - � - � - - - - - � �- m o L- --I L- T 1 IL - -1I I _ _1 L- T -1 _J _T � EE 52 . 2 OR OLDDOWN 4-N 2'-3" SQR. x O" w�(4) o LOCATIONS/SH EAR CALLOUTS c0 #4 EACH WAY, 3" O �- 4" CONCRETE SLAB 0/ COMPACTED SAND CLR TO BOTTOM OF �D N CL/ AND GRAVEL, VERIFY LOCATION OF FOOTING, TYP OF 4 PLUMBING FIXTURES L - �- F- 4" CONC. PAD 4" CONC. PAD @ A/C, SEE HVAC L @ A/C, SEE HVAC 3 RIGID INSULATION @ PERIMETER O FOUNDATION, R-15, TYP. I 3'-G" �o -h I I � � - - - - - - - - - - - - - - - - - - - JI IL - - - - - -- 0 o CENTERLINE OF Nis, o O s N 24" x 10" W/(3) #4 - - - - - - - O M MO N C WALL � - - - - - - - - - - - - - - - - - - � � - _ - 7 F- - - - - - - - - - - - - - - - - - -- - - - 4" CONIC. O Q 1811 x 10" W/(2) #4 PATIO 4" CONC. PAD A-A4.2 @ A/C, SEE HVAC 41_pll - 21'-0" _ �o LICENSED ARCHITECT i 4x4 POST � AR-2W I I I I I I 2'-3" SQR. x 10" w/(4) #4 EACH WAY, 3" CLR TO BOTTOM OF 5'-0" FOOTING, TYP OF 4 1 G'-G4" P16" TYP. � - 22'-0" 52.0 ROBIM L GATES 4x4 POSTS F ) F STATE OF IDAHO 4" CONIC. PATIO `\' 4' 84' 9' 44' 3'-7 1 A—A 4.J Addenda/RCV151on5 A = - -1N TYP. S2.0 6x6 POST un 11? L -1 8" THICKENED SLAB t @ ALL DOOR/SLIDER OPENINGS o Project Data �t ■ Pro9ect No.: 1934c I.. L- - - - - - - - - - - - - � ■ Date: 10.2.19 13-1 12 )/ ■ Drawn By: RGL ■ Checked By: RGL ALL DRAWINGS O O 13E REVIEWED AND VERIFIED C B ON TOTRACTTORS PRIOR 4 CONIC. CONSTRUCTION, NOTIFY PATIO A O STUDIO L ARCHITECTURE OF ANY ERRORS, TYP OMISSIONS, AND/OR PROPOSED CHANGES IN THE PLAN PRIOR TO CONSTRUCTION, OR FABRICATION. Sheet Title 4" CONC. z nlpr�_ � PATIO ATION 13-0 -2 4 4 10-0 8-0 2 6 fOUND- rl .- - 4-2- 41 Ole 40 45'-G" FLAN Sheet Number fOUNDATION FLAN 1 /4 = 1 _01I GENERAL NOTES : Lq 15tucho L ATTIC VENTING : LEGEND : A. VERIFY ALL INFORMATION PRIOR TO CONSTRUCTION Architecture BEARING WALL BELOW B. 3G" x 3G" LANDINGS ARE REQUIRED AT EXTERIOR I VERIFY MIN. ATTIC VENTING REQUIRED DOORS IF THE DISTANCE FROM THRESHOLD TO WALK DUE TO VARYING CODES AND LOADS, STRUCTURAL 21 15 Height5Dr. Boise,Idaho 83702 I HOUR PARTITION WALL SURFACE EXCEEDS 8". Cellular phone: (208)890-0218 UNIT A: ENGINEERING REQUIRED EACH TIME PLAN IS REUSED E-Mail:rm5Labrie@yahoo.com 5G9 SFT/ 1 50= 3.79 SFT. C. ALL BEARING FOOTINGS MUST BE 24" BELOW FINISH ENGINEERING STAMP ONLY APPLIES TO THE JOB 3.79 SFT x 144 SQ. IN= 545.7G SQ. IN GRADE FOR FROST PROTECTION. LOCATION WRITTEN UNDERNEATH THE STAMP. ©Copyright 2019 These Documents, 272.68 SQ. INCHES @ RIDGE D. ALL CONSTRUCTION MUST MEET 2015 OR MOST CURRENT a5 m5trument5 of Service, whether 272.88 SQ. INCHES @ EAVE IBC REQUIREMENTS. the Project for which they are made 15 executed or not, SHALL NOT BE UNIT B: E. FRAMING TO BE DOUGLAS FIR#2 OR BETTER. USED BY ANY PERSON OR ENTITY 7 1 9 SFT/ 1 50= 4.79 SFT. WITHOUT THE WRITTEN CONSENT 4.79 SFT x 144 SQ. IN= G90.24 SQ. IN F. ALL SLABS TO BE POURED OVER ADEQUATELY OF Studio L Architecture. These 345. 12 SQ. INCHES @ RIDGE COMPACTED SAND AND GRAVEL AND VAPOR BARRIER Documents are and shall remain the 345. 12 SQ. INCHES @ EAVE property of the Architect. G. FOUNDATION TO MEET ALL MINIMUM CODES H. PERIMETER INSULATION TO MEET ENERGY CODES (� I. PERIMETER FOOTING DRAIN AS NEEDED J. ALL HEADERS (2) 2x8, U.N.O. '-0" Q Q K. PROVIDE TOP FLANGE JOIST HANGERS, TYP. Q TY I L. TYP. POST BEAM GIRDER BEARING TO BE GxG U.N.O. < I Q m @ Q m M. SEE ELEVATIONS FOR ROOF VENT LOCATIONS s o N. VERIFY ALL PLUMBING LOCATIONS PRIOR TO LAYOUT 4x8HEADER 3 1/2"x 9 112" LVL 3 112"x 9 112" LVL 4x8 HEADER 75 — — i 4x8 4x8 N _^ --� -- - - x6 MULLION (2) 2x6 MULLION - - - - - - - - - � (2) 2 BETWEEN WINDOWS BETWEEN WINDOWS L N • O O - - 2x6 @ 24" OVEBUILD - - 1 , t W/ Ul FORT @ ° _ O 6' C.1, TYP 1/ � � /\ (( ) _ _ 4 _ _ Q o I-o N L9 CIO 03 _ � N � � � � 0 0 c� N N I I I I I I I I I I I I I I I I I I I I I z W 6x6 POST 6x6 POST (p I —3 112"X 1 L 7/8" LVL — I 3 112"x 1 1 7/8 LVL /2"QSB PATTERN UNBLOCKED --------_ __ TRUSSES DO NOT n- n -n n n - n n n n rn Ll /8d @ 6'' O.C. EDGES C 8d @ 1 2" PENETRATE I HR. ° I CQ �_ > J O O J > O O D.C. FIELD NkLkG kU5E PLY-CLIPS I " R. F 0I5T5 ( EKIFY 51 E W/TRUSS MAN ) @ 24" O.C. 14" OOF JO S (VERI SIZE /TRUSS MANU.) 2 0. PARTITION WALLS, TRUSS I 0 IIm J 0 - t17 MIDSPAN JN15TALt 5�HEETS DESIGNER TO I --- II- _� -- ERPENaIEGLARTO STRU�Yt1RAL LIP IrL W/ HARDWARE H I W/2x LOCK ACCOMMODATE =N I III - I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I W @ 2' OFF 0 �x4 WALL _x I Ili X 4x4 05T5 -x N 4x8 @ OTTOM F HUC HAN ER =� 4x4 POST Ili m m DBL. TO PLATE LJ u u 4x8 u u u u u u u u_ u u u u u 1 I - I 1 3 1/2"x h 17/81' LVL 1 1 I V - /4 x _ _ _ ,r I ,r - ,r - ,r - C -�r - -IF - r �r �r �r 8 -1 �r �r 71- w - - 1/2" 13/4"x 7/8" LVL 117/8" LVL O O - - ( n O �6 SS 1 \ (n _________ ___________ _ ___ _____ n n n n n n n _ _ _ _ F- 4x8 @BOTT MOF T DBL 1�OP PLAT 0 1 O O O 7 r - � � L I @ TOP F WALL W/hARD VAR I W12 4 Q TAC D I st I I I I I I I I I I I I I I I I � BLOCK ROW @ 2'OF�OF 2x4 WAL o N x8 P ST S s D 2nd FLOOR O DO NOT LACE TRlJSS w aU ND 2nd D ON VENT NG WALL z VERIFY ALL LOCATI S P IU, 1 1 1 1 1 OF PLUMBING FIX URES. \ v OFFSET I B UNIT l z N � - __j L - - s ATTIC ACCE5 ES TO BE 2Q I I I I II I I I I - i I I (r) O U W/Nf�O OBST UCT�ONS ABVE ---� ��f-5j ° °I I I I I (: 11 1 � ), BI I x I I /8" @ 16" G.C. v O Q 1 CIO MIN130", I' I 1� — �� I I I I I iou HGA 10-5D5 BEAM ---� PP455LjRE �ICK OR HAPDWAKE H .5 OR H I @ 2x6 = X TO TOP PLATE u� BOXI GIRDER TRUSS ON CENTERLINEI SEE SECTION COMMON WALL, EACHI SIDE. D15C0 TINUOUS � TRU SES @ ALL, SE SECTIO H RE FL OR J GT51 BEARION W LL, T E WAL AB ERE UCED IN R JOIST BEA ON A E W LL AB VE IT WILL E E UCE IN HEIGHT Y 8" MENSED - ARCHITECT - - - - - - - - - - - - - - - PRE SURE BL CK OR HAR WARE H .5 OR H 2xG w HE E FLOOR J ISTS EAR N WALL, T WAL AB I B RED CED I H 8 E � > @ x = COMMON WALL, EACH SIDE. DISCONTINUOUS - � LPI1 18 x 1 7/ " @ 0 = o o LA DIN � � TRU SES @ ALL SEE SE TION /� X QD - - - x z L__ ;I � —j — + — A—A4.2 �< x - - - - - - - - — — A-A4.2 I o N `o - - - 3 112"x 1 1 7/8" LVL 7/f � @ U ° _ _ _ _ _ HGA 10-5D5 BEAM x ATTIC J BO BE W U ACCESSI z E� x4 OST 5IMP50N FIU4T2 TOT P PLATE — w I � C41 U — HANGER ROBIN L GATES I _4� DO OT TRUSS - 57ATE Qfi IDAHO IF I I I ONE I G ALL, VERIFY ALL LOCA ONS = OFFSE I B UNIT OF PLUMBING FIXT ES. U _ - - - - - - - - - I M5TC28 CL P @ TOP OF v LL W/ H1ARDWAI�E H I W/?nx4 - - - - - - - - R W FF F 2x4 W LL `O - __ - - - - - - X @ �1�j _ N ^ 47,1ii Mn -1 x I 2�24 MULLION m MSTC28Addenda/Revisions ATTIu - u- u u X1� ��, BETWEEN WINDOWS J L J L J L J�L44 J L J L J L J J L_ JL iACCES�J- --- I/2 I O 1 3/4"X 7/8" VL --` n n n n n n n L--- C 1 1 4x8 @ BO OM OF _ 1 I M5TC28 HUC ANGER DBL TOP PLA E ^ m 4x4 POST Ili C 1i I _ I � III - � 1 - A—A 4. J I J 0 Project Data „ „ „ I I — — — — — — — — — ■ Project No.: 1934c 01 I R OF OISTS ( ERIFY SI�If W/TR SS MA ) @ 24 O.C. EN INEERE TRUSSE t 0, @ 24 O.C. I --- II x = I MSTC28 ■ Date: 10.2.19 °� — — ■ Drawn By: RGL x I O 00 II, -N — cn -----4x8 --- ■ Checked By: RGL ch I U— — — — — -------- 11 --------- � I 3 I/2"x l l 7/8" LVL �1 ALL DRAWINGS TO BE REVIEWED AND I l� Lj VERIFIED BY CONTRACTORS PRIOR TO 6x6 POST C —_ p CONSTRUCTION, NOTIFY x STUDIO L ARCHITECTURE OF ANY ERRORS, C — U 3 2'X 9 2' M.L. I .9E OR IP BIORICA PRIOR T PROPOSED CHANGES — — — O THE PLAN PRIOR TO CONSTRUCTION, 4x8 Sheet Title - M5TC28 M5TC28 M5TC28 MST 28 - - I f LOOP)2xG @ .2 OV RBUILD W SUPPORT � � � � t - I / @I I I I2xG 0 0" .C., TYP - 1 ^ SEE SHEAR PLANS FOR ADDITIONAL CALLOUTS (2) WE MULLION I ,1 , Roof BETWEEN WINDOWS I �I 1 -A4. 1 1 I _ _ - - - - - - 4x8 - TAMING 4x8 HEADER 3 112"x 9 112" LVL FLANS J J J Sheet Number K001 fKAMING PLAN f LOOK f RAM ING PLAN 1 /411_ 1 I_011 1 /411_ 1 I_011 HOLDDOWN SCHEDULE : 5HEAR SCHEDULE : 5HEAR NOTES : Lq 15tucho L-) A= LSTHDB Archltecture B= STHD 10 ALL EXTERIOR WALLS SMALL BE SHEATHED I W/7/1 G" OSB. ATTACH WITH MIN. I G GA. 2 115 liei hts Dr. B 7/1 G" OSB X 2" LEG STAPLES AT G" O.C. TO ALL Boise,Idaho 83702 W/ I G GA x 2" LEG STAPLES SUPPORTED PANEL EDGES AND AT G" O.C. EMaldrm5Labrie@ya o.com 18 @yahoo.com AT 3" O.C. TO ALL PANEL EDGES IN THE FIELD. U.N.O. * G"O.C. IN THE FIELD (PROVIDE BLOCKING AT ALL PANEL EDGES) STAPLES SMALL NOT BE SUBSTITUTED FOR ©Copyright 2019 These Documents, W/ 1/2" DIA. X 7" EMBED ANCHOR BOLTS COMMON NAILS AT SHEAR PANELS. as instruments of Service, whether AT 32" O.C. the Project for which they are mace- ALL SHEAR PANELS SHALL HAVE DOUBLE 15 executed or not, SHALL NOT BE STUDS AT ENDS FOR EDGE NAILING AND USED BY ANY PERSON OR ENTITY ATTACHMENT OF STRAPS AND/OR WITHOUT THE WRITTEN CONSENT G 7/1 G" OSB OF Studio L Architecture. These W/ I G GA 2" LEG STAPLES HOLD DOWNS, TYP. Documents are and shall remain the AT 2" O.C. TO ALL PANEL EDGES property of the Architect. * G"O.C. IN THE FIELD ALL MOLD DOWNS SMALL ALIGN AT DOUBLE (PROVIDE BLOCKING AT ALL PANEL EDGES) STUDS AT ENDS OF SHEAR PANELS, TYP. W/ 1/2" DIA. X 7" EMBED ANCHOR BOLTS AT 24" O.C. PROVIDE 'SIMPSON' H I AT ALL TRUSS BEARING LOCATIONS. 1 \ ALL SHEATHING SHALL BE CONTINUOUS —+—� M5TA49 BTWN M5TA49 BTWN G G G TO FLOOR/PLATE BEHIND ALL ATTACHED E FLOORS, ALIGN FLOORS, ALIGN E G ROOF FRAMING INTO WALL. O W/ HOLDDOWN W/ HOLDDOWN B B PROVIDE DOUBLE STUD ABOVE AND BELOW ALIGNED s AT STRAPS BETWEEN FLOORS FOR STRAP MSTA49 BTWN M5TA49 BTWN B B B ATTACHMENT, WITH PANEL EDGE NAILING FOR FULL U 75 FLOORS, ALIGN FLOORS, ALIGN HEIGHT OF DOUBLE STUDS. CD W/ HOLDDOWN W/ HOLDDOWN PROVIDE PANEL EDGE NAILING FULL HEIGHT OF KING ---------------- E MIN ' MIN I M I ' M I E STUD AT WINDOW AND DOOR OPENING FRAMING, AND BB ACROSS MEAD AND SILL. a �_ N PROVIDE GALVANIZED NAILS INTO PRESERVATIVE O O TREATED SILL PLATES. NAIL SIZE AND SPACING TO O MATCH SMEAR WALL SPECIFIED. PROVIDE 8d X GALVANIZED NAILS AT SAME SPACING WHERE STAPLES USED. W Q co CQ i E IE o O O c� CAI N ------------------------------------- ----------------------------------- O I i EDGE NAILING @ EDGE NAILING @ F n 1 CQ O STRAP LOCATIONS, TYP. STRAP LOCATIONS, TYP. L _2s 4—N M5TA49 BTWN _____________ M5TA49 BTWN B Lo FLOORS, ALIGN FLOORS, ALIGN �J ----------------------- ------- ------- ----------------------- U � W/ HOLDD IT OWN -----WJOLDDOWN O O O O (� O M O --------- ------ ---- — --- ----- ----- --- — ---- ------ --------- I— CL/ O O O O i E E Q 5 . . CD U -- 8' GYP. BOARD W/Gd COOLERS @ 7" O.C.@ o " GYP. B A / 18' COOLERS OR#6 x 18' c ' L PERIMETER, PANEL DGES AND ALL FRAMING o CREWS @ OTC P RIMETER, PANEL EDGES AND v O Q ILL F MIN LA I I I i I I i MENSEo a>RCHR�cr AR-2682 I I I F---- I ° I I i I I I I I I 0 I i o L__-- I I nB",L GATES 57ATE OF IIDAHO I J E I I II h Addenda/ReV1510n5 ---� O O I I --------- ------ ---- — --- ----- I I I III I I I I I II I I I _ M5TA49 BTWN FLOORS, ALIGN I I oil W/ HOLDDOWN o li I I I I I Project Data I I I ■ Project No.: 1934c S LP LOCATIONS, TYP. o 0 0 ■ Drawn By: RGL B B ■ Date: I GL 1 9 EDGE NAILING @ E I I I I I ■ Checked By: RGL -- A------ ALL DRAWINGS 13E REVIEWED AND MIN . I I N . VERIFIED BY ONOTRACTTORS PRIOR O I CONSTRUCTION, NOTIFY j STUDIO L ARCHITECTURE OF ANY ERRORS, G OMISSIONS, AND/OR PROPOSED CHANGES E IN THE PLAN PRIOR TO CONSTRUCTION, OR FABRICATION. I B A A Sheet Title I E I I G G M5TA49 BTWN � FLOORS, ALIGN B I M I N I M I � 5HEAR I W/ HOLDDOWN ------------------- E MSTA49 BTWN '� FLOORS ALIGN ----------I � 5 F) LAN5 B W/ HOLDDOWN B B M5TA49 BTWN E FLOORS, ALIGN G W/ HOLDDOWN G Sheet Number UFFER 5HEAR FLANS LOWED 5HEAR FLANS 5202 3/ 1 Gil= 1 i_01I 3/ 1 Gil— 1 I_011 J ; t # L I SIM ilip f ti - ti% 41 yr6 I. i }*.ft a ■■ma�y �+ PI IM -- 'Rft lipA jo x r , ## {�4rip tilt ! i } IF� � � � � ��� � irk '•+ } # T a T i r i low - s 7• J 4 7 i * of + 4 v lip 49 % 16 r, - r { — � +ram -- t i �* Ph V t Ae ! : r + 1 • # _ * 'i #� * y ` + # .76 t yf + _ 10 r �` ` ; + — . 7 # • } N : - DL tidy- �r ,. 4� TPF V RP F -4 p %I -loop F 'A III IL ; ` f 11 + +, IF, i 44 r # f 7 r # 7 F 4 � � # r _• II ' 1L at. i } ' III r * � T y FI Y � 4 � . wa ' ik ''� * � � _ �� � �� ■' a �+ � y IL III 40 J i TRH R +r • � � 1 Ir IL * 40LY' f , N If IL 41L 4 a •- L _ 1 r. f - RL In f Alt 01 br or L F F } Jt }agTh P. rt *}`{ * h �1 '�■ ry ■ y f • '� 4A , • � r k "+ a i- -]P ,94 { r' T " , - � r rtY+� �, 1�'Y r + R* ' 4 P, + PI JF !AI POM !-'PL . # * "r # 4�� ry*Y {k f�_ '• •.ra + •� r rf i.r try � � ; r a ! �•VA.W a 'y 1. 'TA N.I r e- it I r •- t or i r 1 rt �� •�' + r ter• ` ` - + •ys� {•� •� . . ... r+ y �• '•Y , PI .- r ' y 1 a Y i 1 I � 1 - I l IMP F y ki y • F � r ENV , a z 1 ti • r• r _ y } - ` 4_ v • .� I _ 1% 'Y �-K - - ■ or t y ti ti y i • _ r 4 V -rm _ L t _ y i dL i - - - - - - 1 i t � J%I # �� i .60 P1 _ F L 4 — x- Awl L , f TAW k � ■ �� _ Mb 41 IF d _ 7 do r z dr p - - ;� .• i lb OPPW 4L — F � r a � 7 I jr�qp I 1 r r or Fes re # } + A } � J11 � I r. POW ft Room E 4p 4p lb # Y,N. t qr OREL� y7 - -- # ` A" 40 OPMACM 3 �r 1 L + + lox ipp iOP r t 41% ■ ' IF11 AP i olqc -P N�- il 9* tLA 41 1 ~ .� a AP IF a r a r ' � � .R �• f. i � ��i� � ■ � • � �� � r� a�L it ■ Al a a � � � 4 • � � : i.� � - .• rt L J { F pp- 1 R* J 41 1 Air n _ FAMIllon a_F 'i F+ L y x ] F 1 i 1 AP qp 14. 46 Apow- Ip ip Or i � 7 • 'r, # f T i • - 1 i z - + AM. VON— ROO qu ell } 1 - 5 i ti #• I t �1 ! n Y= J +r f *1. P. A 40* IF A Rh Aft AFN Ag Nor — i - - - - .i rr. ' _ 1 a , � t _ r �� rt� ■ •�+L r _ � _ f IPL ` ++,#� _ ,F ,' _ y I r� ..� v. - dr, ~ a-+ IL I i-- 06 .. - F� '.-'•,,, ,. ..5 - '+ ram• ti ,�i r •''f t.~� ,+•h:T _ r F •. 'v Pr * _ jr ,r r*� _f J�r'ti _� _ t .• �r �6L-: + 44, IL - + T � . .ter. '. 7�r1.. �•-��- ter. .�F ��' �r 1 �J 'aif .. L t _ y i dL i � - - - - - - 1 i t � fi # �' r .60 P1 _ F L 4 — x- Awl L , f TAW k � ■ �� _ Mb 41 IF d _ 7 do r z dr p - - ;� .• i lb OPPW 4L — F � r a � 7 I jr�qp I 1 r r or Fes re # } + A } � J11 � I r. POW ft Room E 4p 4p lb # Y,N. t qr OREL� y7 - -- # r A" 40 OPMACM 3 �r 1 L + + lox ipp iOP r t 41% ■ ' IFi 41 Ji met ,% N�- il 9* 11 AP tLA 40 r i a ' 1 � a It�� � - - _ � + 41 1 ~ .� a AP IF a r a r ' � � .R �• f. i � ��i� � ■ � • � �� � r� a�L it ■ Al a a � � � 4 • � � : i.� � - .• TITLE SHEET FOR GENERAL CONSTRUCTION SEWER CONNER SQUARE 1. All construction work shall be done in accordance with the current version 1. Construction of the sewer system shall conform to the standards in the Wastewater Rules (IDAPA of the Idaho Standards for 58.01.16) as well as the standards and specifications referred to in General Construction Note No. 1. 528 & 604 W. BROADWAY AVE. Public Works Construction (ISPWC), the City of Meridian Supplemental Specifications to the ISPWC T. 3 N., R.1 W., SEC. 12 B.M. CITY OF MERIDIAN, ADA COUNTY, IDAHO (and any addendums), Meridian Design Standards, the requirements of the Ada County Highway 2. The horizontal separation of potable water mains and non-potable water mains (sanitary sewer, storm District (ACHD), and/or the requirements of the Idaho Transportation Department (ITD). The more drain, and irrigation) shall be a minimum of ten (10) feet. Where it is necessary for a potable water main o stringent of any of these standards shall be the controlling standards or specifications. and non-potable water main to cross with less than eighteen (18) inches of vertical separation, theQL (- crossing shall be constructed in accordance with Section 542.07 of the Idaho Rules for Public Drinking 2. The Contractor shall have a copy of the latest City of Meridian Standard Specifications and Drawings Water Systems (IDAPA 58.01.08) and Section 430.02 of the Wastewater Rules (IDAPA 58.01.16). 3 on site or readily accessible at all times during construction (available on the website). Failure to W have access to a current copy of the Standard Specifications on site could be grounds for a stop work 3. The horizontal separation of non-potable services and potable water services or potable water mains q j order until the situation is resolved. shall be a minimum of six (6) feet. Where it is necessary for a potable water main and non-potable W water main to cross with less than eighteen (18) inches of vertical separation, the crossing shall be ck� 3. The Contractor shall have plans stamped "Approved for Construction" by the City of Meridian on site at constructed in accordance with Section 542.07 of the Idaho Rules for Public Drinking Water Systems all times. (IDAPA 58.01.08) and Section 430.02 of the Wastewater Rules (IDAPA 58.01.16). LL_ q 4. All Contractors, Subcontractors, and Utility Contractors shall attend a pre-construction conference prior 4. Place sewer service lines in a six (6) inch diameter water class pipe sleeve wherever the service line to start of work. crosses a storm water treatment facility (i.e., seepage beds, drainage swales). I- 5. Contractors shall notify the appropriate agency when materials are on site or inspection of the work is required. No work may begin on an project without Twenty Four 24 hour prior notice. PRESSURIZED IRRIGATION q Y g� Yp 1 Y ( ) 1. The pressurized irrigation system must be built to the standards of the irrigation district in which it is o 6. Contactor shall notify the Public Works Inspector 48 hours prior to the required testing. The Contractor being constructed. may not open or close water valves. Q 2. Install a reduced pressure backflow preventer in any connection between the potable water system and q o 7. All material furnished on, or for the project must meet the minimum requirements of the approving the pressure irrigation system. The device must be approved by the Idaho Department of -' agencies. At the request of the approving agency or the Design Engineer, Contractors shall furnish Environmental Quality (DEQ) and the City of Meridian Water Department. proof that all materials installed on this project meet the specification requirements set forth in General Construction Note No. 1. DRAINAGE o 1. For any drainage facilities within a public Right of Way, ACHD or ITD shall be responsible for inspection. SNNISI/���I 8. Work subject to approval by any governmental agency must be approved prior to (A) backfilling For an private drainage facilities the project engineer or architect shall be responsible for inspection and trenches for pipe; B placing of aggregate base; C placing of concrete; D placing of asphalt avin y p g p g p p W. IDAHO AVE. p p ( ) p g ( ) p g ( ) p g p paving. certification of drainage facilities; however any roof drainage and piping to the drainage facilities will be � � inspected by the Meridian plumbing official under the appropriate permit. o 0 9. Inspection, approval and final acceptance of all water and sewer construction shall be by the Public Works Department, and their decision shall be final. Such inspections shall not relieve the contractor rn rn from the responsibility of performing the work in an acceptable manner in accordance with the DEQ/QLPE approved construction plans. z 10. Any deviation from the approved plans and specifications must have the applicable agency approval in -' writing prior to construction. W.BROADWAY AVE. q 5L rq W 11. Prior to beginning installation of street lights, the electrical contractor shall obtain an Electrical Permit SITE LOCATION LEI from the Building Division of the Meridian Public Works Department. Any deviation in street light 3 locations from the approved plans must be approved in writing from the City Engineer. v, Q LEI CL PROJECT q q ci Q BENCHMARKS WATER �l 1. Construction of the water system shall conform to the standards in the "Idaho Rules for Public Drinking 94 Water Systems (IDAPA 58.01.08)" as well as the standards and specifications referred to in Generalco Construction Note No. 1. �1 �1 q 2. The horizontal separation of potable water mains and non-potable water mains (sanitary sewer, storm ,1 drain, and irrigation) shall be a minimum of ten (10) feet. Where it is necessary for a potable water main and non-potable water main to cross with less than eighteen (18) inches of vertical separation, the VICINITY MAP crossing shall be constructed in accordance with Section 542.07 of the Idaho Rules for Public Drinking NTS a Water Systems (IDAPA 58.01.08) and Section 430.02 of the Wastewater Rules (IDAPA 58.01.16). � �^ o 3. The horizontal separation of non-potable services and potable water services or potable water mains ;K� shall be a minimum of six (6) feet. Where it is necessary for a potable water main and non-potable S H E E T I N D E X Lz� water main to cross with less than eighteen (18) inches of vertical separation, the crossing shall be C1 COVER SHEET constructed in accordance with Section 542.07 of the Idaho Rules for Public Drinking Water Systems C2 GRADING PLAN (IDAPA 58.01.08) and Section 430.02 of the Wastewater Rules (IDAPA 58.01.16). C3 UTILITY PLAN & STREET LIGHTING PLANLO S C4 STORM DRAIN PLAN & DETAILS CQ 4. Place water service lines in a two (2) inch diameter pipe sleeve wherever the service line crosses a storm water treatment facility (i.e. seepage beds, drainage swales). 5. The Contractor shall be responsible for providing continuous water service to all existing water users affected by construction. If water service must be interrupted, the contractor shall coordinate with the Public Works Inspector. L.LJ ROADWAY 1. All Contractors working within the public road right-of-way are required to secure a right-of-way UTILITY REPRESENTATIVES ❑ construction permit from ACHD or ITD at least twenty-four (24) hours prior to any construction. �Ll d- UTILITY REPRESENTATIVES PHONE LLI 01:�mot- 2. ACHD or ITD will inspect all work within the public rights-of-way to include utility trenches above the 1_ ' 1.-"1,0 i pipe zone. GAS INTERMOUNTAIN GAS MISHELE SINGLETON 377-6839 J Q M o ELECTRICITY IDAHO POWER VIC STEELMAN 388-6320 LL J CU TELEPHONE QWEST MELISSA MENDEZ 385-2144 = q SEWER CITY OF MERIDIAN JOHN McCORMICK 888-8521 ~' WATER CITY OF MERIDIAN DENNIS TELLER 888-5242 ROADS ACHD DARRIN CARROLL 387-6258 PRESSURE IRRIGATION NAMPA & MERIDIAN IRR. GREG CURTIS 466-7861 FIRE CITY OF MERIDIAN MARK NIEMEYER 888-1234 Q Lp V 00 SURVEY INFORMATION Q � � Q CONSTRUCTION STAKING WILL BE PROVIDED BY COMPASS LAND SURVEYING. Ckf LEGEND RICHARD GRAY, PLS. PHONE NO. (208) 442-0115 Q ELEVATIONS ARE BASED ON NAVD 88. z z z o BOUNDARY BENCHMARK #1 - SET 1/2" WITH CLS CONTROL CAP, t7' E. of 607 W. z J - - ROAD RIGHT-OF-WAY PROPOSED PEDESTRIAN RAMP 1 SECTION CUT BROADWAY AVE. MAILBX, SOUTH SIDE OF ROAD,SW. CORNER OF PROJECT o o W q s EL= 2593.95 - - - - - - - UTILITY, DRAINAGE AND IRRIGATION EASEMENT. LJJ LOT LINE L - - J REMOVE AND REPLACE EXISTING ASPHALT o 3 v WITH 1' MINIMUM SAWCUT SEE DETAIL 4 - DETAIL NUMBER Q > CENTERLINE IQ EXISTING IRRIGATION MANHOLE SHEET NOTICE TO CONTRACTORS 0 EDGE OF PAVEMENT LINE v TEST PIT w - EXISTING WATER LINE D4 IRRIGATION VALVE STREET LIGHT CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED W QJ 8 W WATER LINE & SIZE o- IRRIGATION DRAIN CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND CK EXISTING SEWER LINE o- IRRIGATION AIR VENT NO PARKING SIGN COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT S(8") SEWER LINE & SIZE IRRIGATION SERVICE STREET SIGN SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND 3"PI PRESSURE IRRIGATION LINE & SIZE SEWER MANHOLE TYPE III ROADWAY TERMINUS BARRICADE CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD THE ADA COUNTY Q GIR EXISTING GRAVITY IRRIGATION LINE 4°S SEWER SERVICE PER ISPWC SD-1132 HIGHWAY DISTRICT AND THE DESIGN CONSULTANT HARMLESS FROM ANY AND ALL LIABILITY, REAL LJ OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, W EDR EXISTING DIRT ROAD mi SAND & GREASE TRAP STATION ELEVATION AT STATION POINT EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE ADA COUNTY HIGHWAY DISTRICT OR Q = TOB EXISTING TOP OF BANK © CATCH BASIN ELEVATION (TOP BACK OF CURB UNLESS THE DESIGN CONSULTANT. (� OTHERWISE NOTED) W D EXISTING DITCH SLOPE ARROW THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE � X FENCE TBRC TOP OF 3"„ ROLLED CURB GRADE BREAK TOA/TOC TOP OF ASPHALT/TOP OF CONCRETE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES PRIOR TO Q Ld v X EXISTING FENCE ® EXISTING WATER VALVE PC POINT OF CURVE TONAL FN COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT D > LL_ ® PROPOSED WATER VALVE PT POINT OF TANGENT ��, GIST£ ciy BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND W0 E]EXISTING SIDEWALK, CURB, AND GUTTER Y INV INVERT 10 UTILITIES. J U v FIRE HYDRANT GB GRADE BREAK a 098 5' SIDEWALK W/ GC GRADE CHANGE UNAUTHORIZED CHANGES & USES: THE DESIGN CONSULTANT PREPARING THESE PLANS WILL NOT BE I- z 3" ROLLED CURB & GUTTER EXISTING FIRE HYDRANT FL FLOW LINE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL Lit 10/27/2(� CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE z I- PVI POINT OF VERTICAL INTERSECTION � '9T pQ' � N WATER SERVICE PLANS.CENTERLINE p = U � A 1 /� I I L L , I UL, LL, CJ73.00 LD ' V 'Y` NOTE: C) I � ; I N I-7. j -1'si I 1. ALL PEDESTRIAN RAMPS AND BUILDING ACCESSES MUST BE r T❑C EL, 2593.37 Z C) I I I BUILT IN ACCORDANCE TO THE LATEST ADA REQUIREMENTS. ❑ o I SLOPE CAN NOT EXCEED 1:12 ON CURB RAMPS. I I C) I I I SLOPE CAN NOT EXCEED 1:48 IN UNLOADING AREAS. CL GAS GAS GAS GAS GAS p I I I I I I SLOPE CAN NOT EXCEED 1:20 ON PEDESTRIAN PATHWAYS. clf I I roc EL, 2593.37 SLOPE CAN NOT EXCEED 1:10 ON FLARED RAMP SIDES 3 I I IF PROPER SLOPES CANNOT BE ACHIEVED WITH GRADES AS q j N SHOWN CONTACT ENGINEER FOR REDESIGN. Q�Q,� oA 7i^ Tn lnl CZr, CZ7' FG 2593.08 I I FF 2593.95 I 2.CONTACT DIG LINE, INC. AT 1-800-342-1585 PRIOR TO ANY 0K �J -r / `r%J V V V%J.V I I I I CONSTRUCTION ACTIVITY. _ _ - - - - FG 259r- I I I ' 3.PLAN SHOWS ±5298 SF OF NEW ASPHALT. c- - I ' B I FG 2593.57 MBX I �I I q I � C I � I I I .67 I �, ITF� T❑C EL, 2593.97 � rLT❑C EL, 2593.74 � I I I ZD o T❑C EL. 2593,8�5 .ti T❑C EL, 2593.82 I I V 89047'13" W 98.98' Cou 3 _? `� I >� I I - - - - - - - - - - - - - LLJ - 2593.47 ' I ~ g� -0,5% Q (U X �N}�- � I q � L__ --- ------------------- - ---- ---- ------- -- --- / T❑C EL. 2593.37 T❑C EL. 2593.2 19.44' I ❑ 11 I FG 2593.22 I Z o I I II gl• I I I ml 1-a �• �jO/ r \T❑C EL 2593,19-7'1' -3,1% I SNNISI/\3�1 II I � T❑C EL, 2593.27 O O I I II B I \ I I I I o 0 II I \ I T❑A EL. 2593.3 T❑C E , 2593.25 I (ll RI I i I \ I i T❑C EL. 2593.28 IDA EL. 2 93,11 I I /� /� I I Iv I �-/ I T❑A EL, 2593,03 I x I I I I I� I \ I T❑A EL, 2593.28 I I I I I I I I I \ TOC EL. 2594.06 I I I Y � I I TDC EL. 2593,98 I I T❑A EL. 2593.29 T❑A EL. 2593,0 i \ I I I J Y I I I ' FF 2594.65 I ; I FF 2593.96 I � T - -� _ I LI LD q q II I w W q i II I I L Lo o x i - q q U Q I i I I I ti� u1 I I o f I I I x I 6% T❑C EL. 2594.06 I a i I I c p will -1^ I I H �1 I I C A 1I , I I uP , A a T T UP TV TV-TV-TV T - V-TV V T TV TV-TV T TV-TV - I FG 2593,26 I / -Tv Tv I I I I _ � ;`� I I z I T �, W v " �� li I p Tv Tv I i 2�, T❑A EL. 2588 T❑A' L. 25 3,4 I I I _N �l I I I I I I p I I T❑S EL. 2592, 1 I I I '� I �, I I 17 I �, � c I I O I I I I T❑A EL. 2593,53 T❑A EL, 2593,82 T❑A L, 2593,47 T❑A EL, 2593,5 I I ~ � O I I / / d °� I I I � H� W I I x I r T❑A EL, 592.33 I '2, '2 � ^' ' I p �� � ��'k T❑C EL, 2594.07 T❑C EL, 2594,00 I I I � - - - 5 10.0' FG 2593,21 •• I I I I ' p` l 5' /SIG 1 0 T❑C EL 2594.00- - - I TOC EL, 2593.95 I I ( - - 10' v J^ `� i� � �� I � �� z` w �j I _ I I to j I I I z= r I o 2 I I x �I I G 2592,83 k -i- - T - -T- -i- --r l I I I p I � I 19 25 / \J / 19T❑S EL, 2592.3 / I I cu I I I _ / �� i I x o i I Fz O I I � � II I 1 11110,1% I / I I I ^� I I F 21p9n8 I u � I ''III I I I I I I r l I I I 5'I W I 992.89 - I > L- -- -- ------ -- ------�NTOLEL: 2593L84 2593.84------------------ --- ---- --------- ---- P4 x � 00 L - - L - - - - 1 -- �- -J ------------- I I I a I 19' 25' T❑S EL, 2 93,03 19' �7 I O I i I I T❑A EL. 2593,36 T IEL. 2593.3 T❑A EL. 2593,44 ❑A EL, 2593.38 / r' I I x I ' -- x- > I I V CD Lr---- -r==� J I W �� T❑C EL. 2593,11 � T❑C , LJ7,3.io I �I cu I I I T❑A EL. 593.37 T❑A EL, 2593.46 T❑A EL. 2593,78 M I x ti I F� 2592.94 I I I rn I I J � I T❑A EL, 2593.76 ----------- ---- ----- I ----- -------- ------------ t II I N T❑C EL, 2593.35 I I UL E T❑C EL. 2593.18 i I T❑C EL. 2593.84 TOC EL. 2593,84 N T❑A EL. 2593.86 T❑A EL, 2593.81 I LLJ > I I I x I Q I I I -- - EL. 259- ---------T❑A EL_2593.88 -- - J I ---- ------ ------------------ T❑A EL. 2593,8 T❑A EL, 2593,93 I I N I T❑A EL. 593,48 T❑A EL. 2593.5 x I I I 12' 2"GI 12"Gt 12"G12"GII >T❑A EL. 9338 - -5 T❑A EL, 2593,5 T❑C EL, 2593.78T❑A EL. 2593,7rT❑A EL. 2593.8 T❑C EL. 2593,84 M - - - - - -1 J a O I I I I C 25933 36 > TBRC 2593,61 TBRC 593,81 TBRC 2593,98 I TBRC 2594,08 t-TT - T� TES ~ TEE in E RAMP p RAMP I z O Q TES TE-L- TEL: TE-� TE TEf _ - _ _ _ I TES H P TBRC 2593.29 T RC 2593 4 O TBRC 2 93.67 TBRC 2593.78 I �� T❑C E T❑C EL. 2593,28 I EP\� EP x o yA I W p 1 I Itll a EP N I - ,8% I 1i EP N EP v 1I E \O E\P-'- - EP \ EP - �� EP EP - E�� EPA �� EP EP ❑ -7, c I -� I - TBRC 2593.43 P � EP EP P r I T❑C EL. 2593.37 - �S 11 F 'Z-Yc X,:-Fc �y -X P--- �5--- ---- 5---- - - - - - -- --- - - - XIS��---- c'S ti Z p i I I I 9�9 I I 3g� 9�49 9�S1 93Sg 9�6� � 9358 936� �A 93)� 97. � i 9�90 9398 �Q� i 9g�8 z O I I I I I I I I I I I �' - w p l I I I I I I I \ I Q p i I i TOC EL. 2593.37 I Cn i i N I I i i �oyA o 3LL- I I Ld W. Amadway Ave. �Q FG 2593,08 I I FF 2593.95 I , I I W I I I r > I I I I ore Q Q SS� SS ss S ~SS I SS SS SS Ss I I - SS Ss SS SS SS SS SS SSO�r� S5 II SS SS SS SS SS SS SS SS J OyA I -p EP EP EP EP EP EP EP E \� Ep EP EPQ EP EP - EP EP � MBX E i �P I EP EP EP EP EP g / OyA\ /�� W L3 FA Z GRAPHIC SCALE �pNAL F C2 < o 10 - 40 ��� C, Sr£ �CiA_ J I r� U a O F W q 098 10/2712� z I- 1 inch = 10 ft. qTF OF • CURT S�� u W. Idaho Ave. @ S 89°47'43"W 396.12_ v, Illegible z LOCATE EXISTING SERVICE 0 METER AND REPLACE WITH I- 2" SERVICE METER L N GAS GAS U 3 Catch Basin: II VC —rnIII I Q q ❑s o 00A71AZ111AI VA V VV V VV VV. I 12"PVe&--- T H Inv=2590.95' C X NG FIRE HYDRANT O Inv + 12"CPP I q EL=2590.55' LLJ - - - - � I— I j z I i i N I I B I o I C LL �r- I I j FF 2594.65 I I I I H- 1 Seabury Subdivision z Bk. 80 Pg. 8587 I j j C A I I SNDISIA3a I I 1 z Sue's Subdivision o 0 CD o Bk. 80 Pg. 8571 Q) Q) j o Icy I rn all CZ? �1- J I W W > q f�q q I W W q L — ———————J NSTALL SIDEWALK ti 3 U I PER SD-709 ¢ W C_ I i i I I I g q U Q I I I I ti I I o coI I I I I o f i i C q I �►11 ?i cal o td �I I FF 2593.95 1 rL 4, w `O I I C B I OP 44 R -1 w I I I R0 I I Iy No Cap S 890 4713 W 98.98 — — — _ ?1 �� :2 I L om unity I EIl ?� and n— ————— — — ----- I �� w I I co rea I H� to J I A q I o I I v I jFF 2593.96 j I I NSTALL SIDEWALK Q y, C r Port I I PER SD-709 I) � td I I Illegible IN C4 EXTRUDED CUB 1 B A I I I °OX � CIO C4 i i I of 00 1 �n I I �I Cu Unplatted j C` 04 I LEI l o ti d' IF- 125 LF OF 2" I l CD PORT CANOPY J CID WATER SERVICE LINE STALL CAR I U)` RT CANOPY Car Port Car Por o 1 I o I 3 LF OF 2" WATER N C4 I I SERVICE LINE 3ANSTALL Unplatted _~ a EXTRUDED CURB C4 oZS z 253 LF OF 4" SEWER SERVICE LINE ------ - -- ------ --- STAICUR ----x - ------/\"X x NSTALL SIDEWALK PER SD-709 140 LF OF 4" PORT CANO I I Q SEWER SERVICE LINE I I EXISTING Q Ln� Inv 12"RCP ——— ————————— — ———— —— - — ————————— ————— I ~ vi I > 4 LF OF 4" SEWER id -- -- -------- --- --- --------- - SERVICE LINE No Cap 12110 TE-�— T TEt— O .� — — 75'— - -- — — — — — — — — Tn I_ `-E-E_— OyA TE: TES— TEpEi :�T — I o T TEL � ¢ _ o `�4, i z \ M g INSTALL 164LF OF 3" ~ EP EP OtiA �w_ EP EP W Z RI Y Oy L — !� EP —�p EP EP E - EP EP EP Z Z II ❑ ROLLED CURB — — - -- - --- - - Cr> Z �r - --- - - - - -� - - - - - - - o O Lc1 ❑ GUTTER AND WALK. > RELOCATE EXISTING SERVICE F RELOCATE EXISTIN7G VICE I- U CURB PER SD-702 I I METER AND REPLACE WITH O METER AND REPL�C (WITH WALK PER SD-709 I I I 2" SERVICE METER I I yO 2" SERVICE METER I o O U O W SAW-CUT � I O� j Z Z Q t/J J 660.04 I I I REMOVE AND REPLAICDE IEXIST IG W. d�Vap Ar+e. I —597.12' 0 3 j L A I I LF OF 12' CLASS 1IRRIGATION PIPE ^200 ISP PVC"' S18 °05'55"W 1257.17' �e > PIPE. CONNECT TO EXISTING & O SSMH 1- SLOPE LIKE EXISTING oyA Z Ria� tg83e SS S SI SS SS SS I SS - SS S �SS SS SS SS SS SS SS SS SS SS SS SS W Q1 �PVC E&W 1 — EP EP EP I EI — EPP EP EP EP — EP Tnv=2585.58' O� Q oyA � I � tiA FA oe oo � TBM#1: �/ Z Set 1/2"Reber with CLS Control Cap, OHP HIS OHP OHP OHP OHP OHP —�bw OHP OHP OHP OHP�OHP OHP—, OHP OHP OHP OHP OHf�)--- OHP Q ±T E of 607 W.Broadway Ave. uu Mailbox,South side of Road,SW w t, J Corner of Project. W C EL=2593.95' Q I I W Q I—I TONAL v GRAPHIC SCALE �5 G\ST£FNci o zo 10 80 o 1012712 Uli Z z 1 inch = 20 ft. < OF ��� Z W URT S 04 U A INSTALL 350 GALLON 'Z SAND AND GREASE TRAP NORTHING = 709085.47 C4 EASTING = 2452707.40 TOP OF GRATE 2592.51 '-0' INV. OUT EL. 2590.01 2'-5' 1'-6' CONCRETE EXTRUDED CURB 5• CL CL �F TV-TV T TV T T o II V V-TV V TV TV TV-TV-TV-TV II TV � T Tv TV Tv TOP SOIL OR .. m INSTALL 26' LF OF 12" � ADJACENT GROUND A II I II A ADS N-12 PERF. IN BED. II I II I i 24' DIA. GRATE STYLE COVER R 1/2' R 1, �O��0� ❑ O 4'-0• CL 4 �p0p�oo CONSTRUCT DI DRY WELL SIONS SHOWN III I II 15'W x 31' L x 5'D P. II I II 24' DIA, RING (� 3 TOP OF ROCK EL. 2590.70 < II I II 1,-11 , q ti BOTTOM OF ROCK EL 2585.70. BOTTOM OF SAND EL. 2583.70 INSTALL 350 GALLON 2 %0 CL N or SAND AND GREASE TRAP ci I II Ld 4 31.0' iv EASTING = 2452749.48 C4 _ R NORTHING = 709087.54 (;4 TOP OF GRATE 2592.30 2 Q PRECAST GRADE RING p INV. IN EL 2590.43 SPHALT PAVEMENT (4) 1/2' LIFTING CABLES OUT EL 259 33 PLAN VIEW (4) 18' DIA. KNOCKOUTS q 19' 25' 19' NORTHING 6=1709087.52 40 CATCH BASIN Q 1 EACH WALL EASTING = 2452792.67 6 I Q -, TOP OF GRATE 2593.03 C4 12"SD O 12"SD INV. OUT EL 2590.53 q � 24' DIA, MANH❑LE ACC CATCH BASIN HEAD � r 2 FOR 24' RING & COVER WEIGHT 561# CD --------- 15.0' �I - -- 19, 25' 19' 6' Ld CONSTRUCT MONITORING WELLS 5' qoj 5 FROM BED EDGE INSTALL 32' OF 12" ADS N-12 TYPES 5, M C4 N ED \ NSTALLHDPE 1P2' OF ADSTN-612 PERF. IN FULL BOUD WITH REZI-WELD ---- --------- ----- - -- ----- -- ------ - --- -_BED------- --- -- ------ -r-------- 1000 EPDXY OR APPROVED q ' POND TOP 4 2 EQUIVALENT IN ACCORDANCE �- 2592.20 WITH MANUFACTURER'S 1 11 I ❑ 4 SPECIFICATIONS. 3'-4 ' L t3'-8�- - -------------- -------------------- sNorsrn�----- ---------- -- - ID BAFFLE 2'-6�' 12' I 12"GI 12"GI 12"G 12' I 12"GI Ie'GI Iz" 12 3 EXTRUDED CURB SECTION ~3' CL o 0 65.77 _ - - _ - _ _ _ _ _ _ _ _ _ C4 CATCH BASIN RI RI N.T.S. / INLET BOX � � N INSTALL 39' OF 12" ADS N-12 TYPE S R\1 R\1 HDPE PIPE ® 3.0% TO BED PRIVATE NORTH STORM DRAIN SYSTEM PLAN 41 INSTALL 41' OF 12" ADS N-12 SEE PLAN 4" 3'-5' INSTALL 15' OF ADS-N-12 PERF. IN BED. TYPE S HDPE PIPE O 022% FLOOR SCALE r'=1o' -SEE PLAN SEE PLAN ID Existing ground El. SEE PLAN 3-11 -I _I I 1.o M \y \\ \ /\ \� \/\//\\i/ \/ �/ \/� SECTI❑N A - A Soil overfill/SAND ❑VER FILL SEE PLAN q W q 350 GALLON S&G TRAP z q 10.0' / o o ° o 0 0 3 U .\\a o 0 0° 0 0 0 0 0 0 o (l) 12'0 Perforated Pipe/\\// °°° o ° o //� See Plan for location / IF INCLUDED C4 Nrs q � v CL I 22.9' X 6' SAND WINDOW I o ° ° 0 0 0 o a / DIG TO FREE DRAINING aF MATERIAL & BACK FILL I 5' f\\ o o° °° o° °°°° o ° ° ° a o 0 0 // wrap Trench with 4oz. Geotextile 6 CB-140 CATCH BASIN WITH C-33 SAND 36.9' ° ° o o °o / non-woven fabric (Sides & Top) C4 Nrs 1 r---- ------ TOP OF POND o° o ° o ° o o° 0 0 / 2' Drain Rock --- \ 0 0 0 0 0 0 0 0 0 0 0 0 0 \ 1 I I I 2593.14 Bottom of Rock //\ �� 22 9 EL. SEE SCHECDUL�/�i�/i �� 1 co I I I TOP OF SAND 'i/\\/ //� s m 2591.64 20.0' TOE OF POND !\\ / WIDTH AS REQ'D. I 4.1 I I 2591.643' of ASTM 3 Sand Ex av to below Native Duripan '� S I I I HIGH WATER �� \� W� cv g, I 6.0' I I 2592.89 //\/ \\/� o 0 o O 1� 1 L----------------- -J I Over-Excavate to Native Sands & Remove Native _ o o I I o Duripan Material, backf Ill with sand. If Groundwater `n C'2`� is encountered (as revealed by over-excavation) o1 1 within 3' of Dry Well Floor then provide a 3' (min.) I IWz �j h w Sand Layer between Top of Groundwater and Dry Well Floor, If Depth to Ground- water is less than cY 1 = I 3' Notify DesignEn Well Redesign. 1 y Engineer for Dry es9n. w OBSERVATION !G� m W lLO 4 SEEPAGE BED SECTION Q o WELL #11 I �� LO C4 NrsLLJ o CD z I I 5 PRIVATE NORTH STORM DRAIN SYSTEM PLAN 42 J I I ❑ Ou SCALE 1"=10' ti 1 2 FINNISHED GRADE I I OBSERVATION LLI LEGEND I I WELL #2 � o 1 CU WELL COVER, 8" DIAM. WATERTIGHT GALVANIZED STEEL COVER AND CANISTER. =1 I =1 I =1 I III= I = I i= J ❑ � _ = I-III-III-I T ir, PVC CAP, GASKETED (WATERTIGHT). PLAN VIEW ~ I- -I co 3 CONCRETE (COLLAR), CLASS 3000 ISPWC SECTION 703 . =III-III III- 3 NITS W 0 0 � ( ) ( ) -III-I I=III= I 1=1 I III-I OBSERVATION WELL oo °O 4 3 4 MINUS CRUSHED AGGREGATE FOR BASE ISPWC SECTION 802 OR MATERIAL REQUIRED 0 00 �0 � � � R � / ( ) w 1=III III- 2 REQUIRED PER BASIN 0 0 i�."0 0 0 "'0 0 O �o`�o o °' FOR STORM DRAINAGE FACILITY (I.E. 1.5" TO 2" DRAIN ROCK, FILTER SAND). Q i 9 <>6 O z 5 PVC PIPE, 4" DIAMETER ASTM D-3034 SDR 35 FOR DRILLED WELLS �Q w PVC PIPE, 6" DIAMETER ASTM D-3034 SDR 35 FOR WELLS DUG & BACKFILLED Q 13 - (")'- 2.5" ASPHALT CONCRETE (INSIDE SEEPAGE BEDS FOR EXAMPLE) Q 1= U q 5 WELL COVER IN SIDEWALK W Q in 121� „ © 2 - STAINLESS STEEL HOSE CLAMPS AT 3" SPACING. SECURE GEOTEXTILE IN PLACE. J � CoLLI 4 3/4 MINUS GRAVEL g a Lj co Z (A.C.H.D. SPECS) FILTER SAND (ISPWC SECTION 801) a a w92 9" 6" MINUS PIT RUN GRAVEL ® PERFORATED PVC PIPE, ASTM D-3035 SDR 35 WITH 6 - 3/8" DIA. HOLES AT 3" ON L� � 6 d � Q (A.C.H.D. SPEC'S) CENTER. o SUBGRADE COMPACT UPPER 6" TO 95% O9 DRAINAGE GEOTEXTILE, TYPE I (ISPWC SECTION 2060). � � _ 3 z z o o OF MAXIMUM DENSITY O N 8 PLAN VIEW o W ❑ 10 PVC CAP, SOLVENT WELDED OR GASKETED, (WATERTIGHT). 0° O CONCRETE COLLAR NON-TRAFFIC AREAS v Q q 1 PARKING LOT&ACCESS PAVEMENT SECTION O w z �z J q C4 N.r.s. Ol (2) #4 REBAR HOOPS WITH #4 VERTICALS. w 00 c w 3 v W m © NO. 12 AWG. GALVANIZED FINDER WIRE. w a GRAPHIC SCALE > 13 THREE 6" DIAMETER COILS. > 3 1 1 LJ NOTES: w PLAN VIEW LXJ ,J_, o CONCRETE COLLAR TRAFFIC AREAS J Q A WELLS ARE FOR OBSERVATION OF GROUNWATER LEVEL NEAR STORM DRAINAGE FACILITIES. 4 24" 1 inch = 10 ft. \ Li B LOCATION OF GROUNWATER OBSERVATION WELLS SHALL BE APPROVED BY ENGINEER Q N , C0 Z W 11 3 =1 LD v 10 TONAL F4,G, I- Z o G\S TF i'L 4`I � �r OF` J WQ U 98 TYPICAL MONITOR WELL 5 1012712(� SCALE: NITS C4 9TF OF CURT S� A � W. Idaho Ave. @ S 89°47'43"W 396.12_ v, Illegible z LOCATE EXISTING SERVICE 0 METER AND REPLACE WITH I- 2" SERVICE METER L N GAS GAS U 3 Catch Basin: II VC —rnIII I Q q ❑s o 00A71AZ111AI VA V VV V VV VV. I 12"PVe&--- T H Inv=2590.95' C X NG FIRE HYDRANT O Inv + 12"CPP I q EL=2590.55' LLJ - - - - � I— I j z I i i N I I B I o I C LL �r- I I j FF 2594.65 I I I I H- 1 Seabury Subdivision z Bk. 80 Pg. 8587 I j j C A I I SNDISIA3a I I 1 z Sue's Subdivision o 0 CD o Bk. 80 Pg. 8571 Q) Q) j o Icy I rn all CZ? �1- J I W W > q f�q q I W W q L — ———————J NSTALL SIDEWALK ti 3 U I PER SD-709 ¢ W C_ I i i I I I g q U Q I I I I ti I I o coI I I I I o f i i C q I �►11 ?i cal o td �I I FF 2593.95 1 rL 4, w `O I I C B I OP 44 R -1 w I I I R0 I I Iy No Cap S 890 4713 W 98.98 — — — _ ?1 �� :2 I L om unity I EIl ?� and n— ————— — — ----- I �� w I I co rea I H� to J I A q I o I I v I jFF 2593.96 j I I NSTALL SIDEWALK Q y, C r Port I I PER SD-709 I) � td I I Illegible IN C4 EXTRUDED CUB 1 B A I I I °OX � CIO C4 i i I of 00 1 �n I I �I Cu Unplatted j C` 04 I LEI l o ti d' IF- 125 LF OF 2" I l CD PORT CANOPY J CID WATER SERVICE LINE STALL CAR I U)` RT CANOPY Car Port Car Por o 1 I o I 3 LF OF 2" WATER N C4 I I SERVICE LINE 3ANSTALL Unplatted _~ a EXTRUDED CURB C4 oZS z 253 LF OF 4" SEWER SERVICE LINE ------ - -- ------ --- STAICUR ----x - ------/\"X x NSTALL SIDEWALK PER SD-709 140 LF OF 4" PORT CANO I I Q SEWER SERVICE LINE I I EXISTING Q Ln� Inv 12"RCP ——— ————————— — ———— —— - — ————————— ————— I ~ vi I > 4 LF OF 4" SEWER id -- -- -------- --- --- --------- - SERVICE LINE No Cap 12110 TE-�— T TEt— O .� — — 75'— - -- — — — — — — — — Tn I_ `-E-E_— OyA TE: TES— TEpEi :�T — I o T TEL � ¢ _ o `�4, i z \ M g INSTALL 164LF OF 3" ~ EP EP OtiA �w_ EP EP W Z RI Y Oy L — !� EP —�p EP EP E - EP EP EP Z Z II ❑ ROLLED CURB — — - -- - --- - - Cr> Z �r - --- - - - - -� - - - - - - - o O Lc1 ❑ GUTTER AND WALK. > RELOCATE EXISTING SERVICE F RELOCATE EXISTIN7G VICE I- U CURB PER SD-702 I I METER AND REPLACE WITH O METER AND REPL�C (WITH WALK PER SD-709 I I I 2" SERVICE METER I I yO 2" SERVICE METER I o O U O W SAW-CUT � I O� j Z Z Q t/J J 660.04 I I I REMOVE AND REPLAICDE IEXIST IG W. d�Vap Ar+e. I —597.12' 0 3 j L A I I LF OF 12' CLASS 1IRRIGATION PIPE ^200 ISP PVC"' S18 °05'55"W 1257.17' �e > PIPE. CONNECT TO EXISTING & O SSMH 1- SLOPE LIKE EXISTING oyA Z Ria� tg83e SS S SI SS SS SS I SS - SS S �SS SS SS SS SS SS SS SS SS SS SS SS W Q1 �PVC E&W 1 — EP EP EP I EI — EPP EP EP EP — EP Tnv=2585.58' O� Q oyA � I � tiA FA oe oo � TBM#1: �/ Z Set 1/2"Reber with CLS Control Cap, OHP HIS OHP OHP OHP OHP OHP —�bw OHP OHP OHP OHP�OHP OHP—, OHP OHP OHP OHP OHf�)--- OHP Q ±T E of 607 W.Broadway Ave. uu Mailbox,South side of Road,SW w t, J Corner of Project. W C EL=2593.95' Q I I W Q I—I TONAL v GRAPHIC SCALE �5 G\ST£FNci o zo 10 80 o 1012712 Uli Z z 1 inch = 20 ft. < OF ��� Z W URT S 04 U A