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HomeMy WebLinkAbout3101 Ames StreetCity of Wheat Ridge Residential Detached Garage PERMIT - 202002454 PERMIT NO: 202002454 ISSUED: 12/18/2020 JOB ADDRESS: 3101 Ames St EXPIRES: 12/18/2021 JOB DESCRIPTION: Construct detached garage, with electrical - 575 sq ft total **REVISION: Add electrical; Added valuation: $700.00 *** CONTACTS *** OWNER (530) 400-2408 WILLIAMS JANET KAY GC (303)994-6696 MIKE GARNER 019937 GARNER HOMES SUB (720)690-9675 MICHAEL VELASQUEZ 110192 RESULTS ELECTRIC *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2412 / LAKESIDE, STEWART GARDENS, OLI BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 35,700.00 FEES Total Valuation 0.00 Plan Review Fee 362.08 Use Tax 749.70 Permit Fee 568.55 Engin. Review Fee 150.00 ** TOTAL ** 11830.33 *** COMMENTS *** *** CONDITIONS *** Owner/Contractor is responsible for locating property lines and constructing improvements according to the approved plan and required development standards. The City is not responsible for inaccurate information submitted within the plan set and any construction errors resulting from inaccurate information. Driveway shall be paved to alley. **After completion of this project, the property is not eligible for additional major/minor accessory structures (garages, sheds, etc.).** 1* � � i City of Wheat Ridge �� Residential Detached Garage PERMIT - 202002454 PERMIT NO: 202002454 ISSUED: 12/18/2020 JOB ADDRESS: 3101 Ames St EXPIRES: 12/18/2021 JOB DESCRIPTION: Construct detached garage, with electrical - 575 sq ft total **REVISION: Add electrical; Added valuation: $700.00 I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this�permrt. I further attest that I am leg ally authorized to include all entities named within this document as parties to the work to be performed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) Date 1, This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This.permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180, days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the original permit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees and��procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all requ�ired inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, anviolation of any provision of any �pplicabje code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. 12/18/2020 Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. From: no-reolv(alci.wheatridae.m. us To: CommDev Pets Subject: Online Form Submittal: Electrical Service Change/Upgrade/Electrical Work Permit Application Date: Thursday, February 25, 20213:58:20 PM Electrical Service Change/Upgrade/Electrical Work Permit Application This application is exclusively for RESIDENTIAL ELECTRICAL SERVICE CHANGE OR UPGRADE (200 amps or less). YOU MUST ATTACH A VALID CREDIT CARD AUTHORIZATION FORM IN ORDER FOR THE PERMIT TO BE PROCESSED. Your Permit will be emailed to the email address provided below once it is processed. THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN WORK UNTIL PERMIT HAS BEEN ISSUED. Is this application for No electrical service change or upgrade - 200 amps or less? PROPERTY INFORMATION Is this Residential or Residential Commercial? Property Address 3101 am es st Property Owner Name Mike garner Property Owner Phone 720-690-9675 Number (enter WITH dashes, eg 303-123- 4567) Attach City of Wheat Ridge Electronic Payment Form - "DO NOT ATTACH A PICTURE OF A CREDIT CARD" CONTRACTOR INFORMATION Contractor Business Results Electric Name Contractor's License 110192 Number (This is a 5 or 6 digit number for the City of Wheat Ridge) Contractor Phone 720-690-9675 Number (enter WITH dashes, eg 303-123- 4567) Contractor Email resultselectriccolo@gmail.com Address Retype Contractor resultselectriccolo@gmail.com Email Address DESCRIPTION OF WORK Scope of Work Wire and power garage /underground from house panel to garage Location of work Garage (garage, house, etc) Provide additional N/A details, if needed. Project Value (contract 700 value or cost of ALL materials and labor) SIGNATURE OF UNDERSTANDING AND AGREEMENT I assume full Yes responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application. I understand that work Yes may not begin on this property until a permit has been issued and posted on the property. I certify that I have Yes been authorized by the legal owner of the property to submit this application and to perform the work described above. I attest that everything Yes stated in this application is true and correct and that falsifying information in this application is an act of fraud and may be punishable by fine, imprisonment, or both. Person Applying for Michael Velasquez Permit Email not displaying correctly? View it in your browser. ` CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: Permit Number: ,i No one available for inspection: Time _ Re -Inspection required: Yes No AM/PM When corrections are complete, schedule re -inspection online. Date: Inspector: DO N2T REMOVE TH/S NO TICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office _:�9r INSPECTION NOTICE Inspection Type: _ kn? 2 Job Address: Permit Number: r on r tTit 6✓ -P C f J ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes No When corrections are complete, schedule re -inspection online. Date: Inspector: DO NOT REMOVE THIS NOTICE `►A Inspection Type: Job Address: Permit Number: CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE J No one available for inspection: Time AM/PM Re -Inspection required: Yes No When corrections are complete, schedule re -inspection online. Date: Inspector: DO NOT REMOVE THIS NOTICE 1* � � i City of Wheat Ridge �� Residential Sewer Repair PERMIT - 202100053 PERMIT NO: 202100053 ISSUED: 01/11/2021 JOB ADDRESS: 3101 Ames St EXPIRES: 01/11/2022 JOB DESCRIPTION: Sewer line repair, install cleanouts - 80 ft long *** CONTACTS *** OWNER (530) 400-2408 WILLIAMS JANET KAY SUB (303)519-0240 R. ANDREW RUSSELL 120161 THE ELITE PIPE MD *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2412 / LAKESIDE, STEWART GARDENS, OLI BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 12,000.00 FEES Total Valuation 0.00 Use Tax 252.00 Permit Fee 236.00 ** TOTAL ** 488.00 *** COMMENTS *** *** CONDITIONS *** ALL sewer repair/replacements for which a permit is issued MUST be inspected by and receive written approval from the City of Wheat Ridge BUILDING DIVISION, regardless of inspection by any Sanitation District representative. Inspection and approval of work by any Sanitation District representative DOES NOT grant authority to cover work without the approval of the Building Division. **For trenchless sewer replacements - The contractor will verify proper slope of new sewer piping in conformance with the IRC and IPC of 1/4 inch per foot unless otherwise allowed specifically by the applicable code. The plumbing contractor will provide verification of proper slope and drainage in writing as a condition of approval of the permitted work.** 1* � 4 41' PERMIT NO: JOB ADDRESS: JOB DESCRIPTION: City of Wheat Ridge Residential Sewer Repair PERMIT - 202100053 202100053 3101 Ames St ISSUED: 01/11/2021 EXPIRES: 01/11/2022 Sewer line repair, install cleanouts - 80 ft long I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this�permrt. I further attest that I am leg ally authorized to include al entities entities named within this document as parties to the work to be performed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) Date 1, This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This.permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180, days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the original permit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees and��procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all requ�ired inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, anviolation of any provision of any applicable code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. From: no-reolv(alci.wheatridae.m. us To: CommDev Pets Subject: Online Form Submittal: Sewer or Water Line Repair Permit Application Date: Monday, January 11, 2021 12:28:20 PM Sewer or Water Line Repair Permit Application This application is exclusively for SEWER OR WATER LINE REPAIR - IN YARD Your Permit will be emailed to the email address provided below once it is processed. THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN WORK UNTIL PERMIT HAS BEEN ISSUED. Right of Way permits must be applied for with the Public Works Department. Is this application for Yes sewer line or water line repair - in yard only? PROPERTY INFORMATION Is this Residential or Residential Commercial? Property Address Property Owner Name Property Owner Phone Number (enter WITH dashes, eg 303-123- 4567) Property Owner Email Address Attach City of Wheat Ridge Electronic Payment Form - "DO NOT ATTACH A PICTURE OF A CREDIT CARD" 3101 Ames St Wheat Ridge Janet Williams 530-400-2408 n/a WRP 1-11-2021 Ddf CONTRACTOR INFORMATION Contractor Business The Elite Pipe MD Name Contractor's License 120161 Number (This is a 5 or 6 digit number for the City of Wheat Ridge) Contractor Phone 720-662-4381 Number (enter WITH dashes, eg 303-123- 4567) Contractor Email david@elitepipemd.com Address Retype Contractor david@elitepipemd.com Email Address DESCRIPTION OF WORK Is this a sewer line or sewer Line water line repair? Length of repair 80' Location of repair In backyard. (backyard, frontyard, etc) Provide additional Install dual sweep clean outs 6'-10' deep details including installation of clean- o uts. Project Value (contract 5250 value or cost of ALL materials and labor) SIGNATURE OF UNDERSTANDING AND AGREEMENT I assume full Yes responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application. I understand that work Yes may not begin on this property until a permit has been issued and posted on the property. I certify that I have Yes been authorized by the legal owner of the property to submit this application and to perform the work described above. I attest that everything Yes stated in this application is true and correct and that falsifying information in this application is an act of fraud and may be punishable by fine, imprisonment, or both. Person Applying for David salvidrez Permit Email not displaying correctly? View it in your browser. City of Wheat Ridge Residential Detached Garage PERMIT - 202002454 PERMIT NO: 202002454 ISSUED: 12/18/2020 JOB ADDRESS: 3101 Ames St EXPIRES: 12/18/2021 JOB DESCRIPTION: Construct detached garage, with electrical - 575 sq ft total *** CONTACTS *** OWNER (530) 400-2408 WILLIAMS JANET KAY GC (303)994-6696 MIKE GARNER 019937 GARNER HOMES *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2412 / LAKESIDE, STEWART GARDENS, OLI BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 35,000.00 FEES Total Valuation 0.00 Plan Review Fee 362.08 Use Tax 735.00 Permit Fee 557.05 Engin. Review Fee 150.00 ** TOTAL ** 11804.13 *** COMMENTS *** *** CONDITIONS *** Owner/Contractor is responsible for locating property lines and constructing improvements according to the approved plan and required development standards. The City is not responsible for inaccurate information submitted within the plan set and any construction errors resulting from inaccurate information. Driveway shall be paved to alley. **After completion of this project, the property is not eligible for additional major/minor accessory structures (garages, sheds, etc.).** 1* � � i City of Wheat Ridge �� Residential Detached Garage PERMIT - 202002454 PERMIT NO: 202002454 ISSUED: 12/18/2020 JOB ADDRESS: 3101 Ames St EXPIRES: 12/18/2021 JOB DESCRIPTION: Construct detached garage, with electrical - 575 sq ft total I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this�permrt. I further attest that I am leg ally authorized to include al entities entities named within this document as parties to the work to be performed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) Date 1, This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This.permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180, days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the original permit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees and��procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all requ�ired inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, anviolation of any provision of any applicable code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. no change to valuation From: no-reolv(alci.wheatridae.m. us To: CommDev Perm is Subject: Online Form Submittal: Residential Accessory Structure (Garage, Shed over 120 sq ft, Gazebo) Date: Monday, November 23, 2020 5:11:28 PM Residential Accessory Structure (Garage, Shed over 120 sq ft, Gazebo) THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN WORK UNTIL PERMIT HAS BEEN ISSUED. PROPERTY INFORMATION Property Address 3101 Ames Street Property Owner Name Janet Williams Property Owner Phone Number (enter WITH dashes, eg 303-123- 4567) 530-400-2408 Property Owner Email JKW2020@aol.com Address Attach City of Wheat Ridge Electronic Payment Form - "DO NOT ATTACH A PICTURE OF A CREDIT CARD" Electronic Payment Form.odf CONTRACTOR INFORMATION Contractor Business Garner Homes Name Wheat Ridge Contractor's License Number (This is a 5 or 6 digit number for the City of Wheat Ridge) Contractor Phone Number (enter WITH dashes, eg 303-123- 4567) 019937 1918191DUE S0:1'Z Contact Email Address mpgclg@comcast.net for Questions/Comments Retype Contractor mpgclg@comcast.net Email Address DESCRIPTION OF WORK Detailed Scope of Work - Example: Detached Garage with Electrical; Unconditioned shed Detached garage with electrical Square Footage of 575 Accessory Structure Engineering Letters Field not completed. and Other Letter Size Attachments Construction Plans WILLIAMS STAMPED AND SIGNED PLANS GARAGE 3101 scanned on 11'x17" or AMES ST ndf larger Project Value (contract 35,000 ok bf 12/2/2020 value or cost of ALL materials and labor) SIGNATURE OF UNDERSTANDING AND AGREEMENT I assume full Yes responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application. I understand that work Yes may not begin on this property until a permit has been issued and posted on the property. I certify that I have Yes been authorized by the legal owner of the property to submit this application and to perform the work described above. Person Applying for Michael Garner Permit I attest that everything Yes stated in this application is true and correct and that falsifying information in this application is an act of fraud and may be punishable by fine, imprisonment, or both. Email not displaying correctly? View it in your browser. Permit may be ISSUED with the following comments: Roof drains shall be directed away from adjacent properties as indicated. DFB, Development Review Engineer, 12/15/20 V 1( City of Wheat,p COMMUNITY DEVELOPMENT City of Wheat Ridge Municipal Building 7500 W. 29' Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2861 F: 303.235.2857 NOTIFICATION FOR PUBLIC IMPROVEMENTS RESTORATION DATE: 12/15/2020 ADDRESS: 3101 Ames Street Dear Contractor: In conjunction with the approval of the building permit application for the above referenced address, this letter is to inform you that all existing public improvements located along the frontage of said address shall be restored, (if damaged from related construction) to an acceptable condition, as determined by City of Wheat Ridge Public Works Department, and prior to the issuance of a Certificate of Occupancy. Prior to any construction commencing, the City's representative will conduct an onsite inspection to determine the existing condition(s) of the public improvements at this address. If you have any questions, please contact me at dbrossman@ci.wheatridge.co.us Sincerely, David Brossman, Development Digitally signed by David Brossman, Development Review Engineer Review Engineer Date: 2020.12.15 12:59:22 -07'00' Signature CC: File w .ci.wheatridgexo.us Rev 0420 V 1( City of Wheat,p COMMUNITY DEVELOPMENT City of Wheat Ridge Municipal Building 7500 W. 29' Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2861 F: 303.235.2857 ENGINEERING DEVELOPMENT REVIEW FEES Date: 12/15/2020 Location of Construction: 3101 Ames Street Purpose of Construction: Detached garage Single Family JF71� Commercial El Multi -Family EL Sitework El Development Review Processing Fee: ................................................ $100.00 (Required of all projects for document processing) Single Family Residence/Duplex Review Fee: ..................................... $50.00 Commercial/Multii-Family Review Fees: (Fees include reviews of the l't and 2nd submittals) • Review of existing or minimal technical documents: ........................ $200.00 • Initial review' of technical civil engineering documents: ................ $600.00 • Traffic Impact Study Review Fee :.................................................... $600.00 • Trip Generation Study Review Fee :................................................... $200.00 • Stormwater Management Plan (SWMP) Review Fee :....................... $200.00 • O & M Schedule Review & SMA Recording Fee ............................. $100.00 • Construction Control Plan.................................................................. $100.00 $ 100.00 $ 50.00 'Each Application will be reviewed by staff once and returned for changes. If after review of the second submittal changes requested by staff have not been fully made to the civil/slormwater/traffic documents, further reviews will be subject to the following Resubmittal Fees: • Resubmittal Fees: 3`d submittal ('h initial review fee): .................................................... $300.00 $ 4' submittal (full initial review fee): ................................................. $600.00 $ All subsequent submittals:................................................................. $600.00 X = $ (Full initial review fee) TOTAL REVIEW FEES (due at time of Building Permit issuance): $150.00 PLEASE NOTE THAT IN ADDITION TO THE ABOVE FEES, THERE WILL BE LICENSING AND PERMITTING FEES REQUIRED TO CONSTRUCT IMPROVEMENTS AND UTILITIES WITHIN THE PUBLIC RIGHT-OF-WAY. www.ci.wheatridge.co.us Rev 04/20 City of SINGLE FAMILYIDUPLEX �Wheat�idge BUILDING PERMITAPPLICATIONREVIEW COMMUNITY DEVELOPMENT Date: 12/15/2020 Location: 3101 Ames Street ATTENTION: BUILDING DIVISION I have reviewed the submitted application documents to construct a Detached garage located at the above referenced address. Please note the comments checked below. 1. Drainage: a. Drainage Letter & Plan required: Yes ✓ No b. Site drainage/grading plan have been reviewed and are: BOK NOT OK; refer to stipulations. 2. Public Improvements required & to be completed with9yes ct: a. street paving/patching: Yes No Completed b. curb & gutter: Yes No Completed c. sidewalk: Yes No Completed d. Other (specify): No Completed For items not constructed, the amount of funds taken in lieu of construction: S 3. V Does all existing roadway/alley R.O.W. meet the standards of the City: M Yes n No If not, what is required? NtA If R.O.W. is required, has the deed been received: Yes No (see Note below) NOTE: All deeds must be reviewed and approved prior to issuance of the Certificate of Occupancy. 4. V APPROVED: The Public Works Department has reviewed the submitted material and hereby approves this Permit Application, subject to the stated requirements and/or attached stipulations. David erossman. Development Review Digi signet) by Dank) Brosnan Development 12/15/2020 Resew Engineer Engineer Dale 202012151259: 4e-07'00' Signature Date 5. II✓ Stipulations: The driveway shall be constructed to keep stormwater within the property and directed northward to W. 36th Ave. Roof drains to be directed into property. 6. 0 A Drainage Certification Letter accompanied by As -Built plans from the Engineer -of -Record shall be required prior to the issuance of the Certificate of Occupancy. 7. V NOTE: ANY DAMAGE TO EXISTING PUBLIC IMPROVEMENTS AS A RESULT OF PROJECT CONSTRUCTION SHALL BE REPAIRED PER ROW CONSTRUCTION PERMIT PRIOR TO THE ISSUANCE OF THE CERTIFICATE OF OCCUPANCY. Rev 04/2020 all work shall comply with 2018 111 2018 iecc, Colorado plumbing code, 2020 nec, and the city of wheat ridge amendments City of W heat R'.d COMMUN11Y DEVELOPMENT APPROVED Reviewed for Code Compliance BRANDON F 12/7/2020 Plans Examiner Date vNldnv of cermN: rtle uwonte of a pemdta opprawt olPpm spe<iftratbru andcompuronom shag not be a prNE fw, a on appraal of, any norarnm to ony of the provislma of rhe nodding I a@ of a(r. City crdrrlmref. Permhe presommg to gree authority to vlolagt a MI the prpyL I ay Ow 61 trodn atother osdmaaneaf the CiryoW not be rDNA GENERAL NOTES: K ON SITE PLANS MUST BE ON SITE FOR INSPECTION ALL PmIsg s are SuDJW to Bold c ions Reviewed for Zoning Compliance by the City of Wheat Ridge Planning Division APPROVED BY: DATE 12/7/2020 COMMENTS 1. THESE DRAWINGS ARE "BUILDERS PLANS" INDICATING GENERAL DESIGN INTENT ONLY. IT IS THE BUILDER'S RESPONSIBILITY TO PROVIDE ANY ADDITIONAL CONSTRUCTION DETAILS REQUIRED, OR REQUEST FROM ARCHITECT, AND TO DICTATE MEANS AND METHODS OF CONSTRUCTION. 2. THE BUILDER WILL HAVE SOLE JURISDICTION OVER THE SAFETY ONSITE 3. THE BUILDER SHALL VERIFY ALL DIMENSIONS OF MANUFACTURED COMPONENTS AND RELATIONSHIPS BETWEEN MATERIALS OR COMPONENTS. 4. THE BUILDER SHALL VERIFY EXISTING CONDITIONS AND DIMENSIONS SHOWN INCLUDING ALL EXISTING GRADES. 5. THE ARCHITECT SHALL BE NOTIFIED IN WRITING OF ANY DISCREPANCIES OR DEFICIENCIES IN THE DRAWINGS PRIOR TO CONSTRUCTION. FAILURE TO NOTIFY THE ARCHITECT SHALL CONSTITUTE ACCEPTANCE BY THE BUILDER OF ALL RESPONSIBILITY. 6. THIS IS A CUSTOM DESIGN FOR A SPECIFIC SITE. THESE PLANS MAY NOT BE USED ON ANY OTHER SITE WITHOUT THE ARCHITECT'S PRIOR, WRITTEN APPROVAL. ANY CHANGES TO THESE PLANS WITHOUT PRIOR WRITTEN CONSENT BY THE ARCHITECT SHALL CONSTITUTE ACCEPTANCE BY THE BUILDER AND OWNER OF THAT CHANGE. 7. THE CONTRACTOR SHALL PROVIDE MECHANICAL AND ELECTRICAL ENGINEERING AS REQUIRED TO COMPLETE WORK AND FOR INTENDED PURPOSE. 8. MECHANICAL CONTRACTOR SHALL VERIFY DIMENSIONS OF ALL NECESSARY FLUE CHASES, DUCTS & EQUIPMENT. 9. THE BUILDER/CONTRACTOR AND ALL SUBCONTRACTORS SHALL CONFORM TO ALL APPLICABLE BUILDING CODES. 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DOCUMENT MANAGEMENT AS WELL AS DISTRIBUTION AND COORDINATION OF DOCUMENTS TO ALL CONTRACTORS, SUBCONTRACTORS AND AUTHORITIES HAVING JURISDICTION. SITE PLAN NOTES: 1. PROPERTY LINES, EASEMENTS, AND ALL METES & BOUNDS INFORMATION PROVIDED BY OWNER. 2. BUILDER SHALL COORDINATE ALL UTILITY DESIGN INSTALLATION AND SERVICES. 3. BUILDER SHALL PROVIDE POSITIVE DRAINAGE AWAY FROM STRUCTURE AND ACROSS SITE. 4. NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO FOUNDATION INSTALLATION. 5. BUILDER SHALL PROVIDE PROPER COMPACTION OF ALL EXCAVATED & TRENCHED AREAS AT TIME OF BACKFILL. mplies with R-1 C indards including Ik plane; property t eligible for ditional accessory ildinas Reviewed by the City of Wheat Ridge L , Engineering Division APPROVED By; DFB, Development Review Engineer DATE: 12/15/2020 COMMENTS: On -Site Plans -Approved with Comments 0 EXISTING ASPHALT ELEVATION 97.91' ELEVATION 97.15' ELEVATION 95.42' 133.0' PROPERTY LINE - - - - - - - - - - - - - - - - - - - - - - - - - - - - olc uP PNO REPLACE SEWE LINE UNDER OLD GARAGE I 'A 28.0' I SSS UNDERGROUND W I '; ?'•" --+- 00rVffffffffR10 55555 zi a. 3'_58" EXISTING W WMNOQe pEEp 3101 AMES STREET J i FRAME EXISTING ONE STORY BRICK I a GARAGE q..RESIDENCE wI 1ST FLR. ELEV. 100'-0" 0I LOT 19 04z" Lo 10.2' i G G �< G .. G G G G ELEV. 96.84 W ELEV. 96.57 =_ W W <. W W W E ��� UNDERGROUND uJ Je.r Qz - - �� - o ��� •1 PS i. Lu .s Oo0.. a E Z Ll d - E z z1z •Lu z . O I LL. 010 I CO F'-'-'- - C� -'-'-'-'-'-'-'-'-'-'-'-'-'-'-'-'-'-'-'-'-'-'-'-'-'-N�'N'-'-'-'-'-'-'-'-'-'-'-'-'-'-'-'-'-'-'-'-'-'-'-'-'-'-'-'-'-'-'- O I Lu E / SAND SET j o i W C? I BRICK PATIO] C o ELEV. 94'-0" / O 17'-34' 61-611 / 121.011 / 61.611 24'-2a' LO I vlAE i PORCH i f ELEV. E : ,:. ' 99' 10" t NEW UNDERARAGE SE ERATE ; LOT 18 I PERMIT ` 3101 AMES STREET Roof drains shall be directed 1SIEWCONC., NEW ONE STORY away from adjacent properties as 1DRiVEwAY TWO -CAR GARAGE N I indicated. l F'. TO GARAGE SLAB ELEV. ALLEY DFB, 12/15/20 i 4 i i 5.0' SIDE SETBACK i t LU o D U)m E- - LU- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ELEVATION 94.00' ELEV. 94.77' ELEVATION 91.48 71.211 ,oI_oII 251_011 A. LOT 17 SITE PLAN G W- H Q'. O z Scale: 1/8" = V-0" LEGEND ence Lvs .. _".Gwreb _Etertion . NAI Red.,ce, On the MIS r, Imwile] a b�®aYo�g be of I thereby oemry that the im,rPhemetn lomron ceaRicere wu papered for my ularnm nmaLena sureay mer ... ,.....�.,..o,e C nmv PW zM Inzt R In Lro Ee rated u tli - iNar-, M iaing nr uNer furore 2726E 3101 AMES STREET ILC NOT TO SCALE 'N A I. T. =1MSMV%'or DRAWING INDEX OPTS 0213DI 2020MEE $575. oo Soak20-43-43 A0.0 GENERAL NOTES & SITE PLAN pcvc rwrsa@ xaoaISESS FLOOR PLAN & ROOF PLAN RAPOlIffcr,Pa+. AOON_ 3303 #4B 9PRBBT A3.0 GARAGE ADDITION - LAN D SLI RVIEYI NG rvnmE OEI RILLINf9 REVISIONS E4eoW PORV. a6artElea ELECTRICAL & POWER PLAN PROJECT ZONING 'Npo III SURVEY PROVIDED BY LAND SURVEYING; SEE ATTACHED. LOT 18 - SIZE: SSRO) 42pd)ee LEGAL DESCRIPTION 6,650 SQ. FT. IMPROVEMENT LIXhTiON CERTIFIGTE (PER Ci.ENn MINIMUM ZONE LOT SIZE: 5,000 SQ. FT. Ipfe I add 31, . 2, RAC NOTI I GPO@NOW9, BUILDING FORM: L Cerlifiu&ie WreEwmnbNveMwAwlmpovemenl Survry 9TOYN YR@,RpRRSOtl, 1 UNIT PW uraminlentletlfarpreaz lamimofimgowmenu. ethe WL(NN10 FRONT - BLOCK SENSITIVE: 2. lneeeon MRna eneR SIDE YARD SETBACK 5'-0" 1. SlgnifimMawwm eo(mmfimk. Ps'vlillgfiotaa4 xn 1unrl-rh". I NI 5'-0" MAX. BUILDING HEIGHT: aSible Imktl hraeeuele usp6m. As Lammaon An u PoIleIM N i`- L J Flarofeuyen lolhnce. All elevmiolu rtuwlweovx relWw 1R` a even, am rear a 1 STORY - 2 CAR GARAGE ADDITION: 2 CAR GARAGE: vk.l tp COVERED PORCH 55 SQ. FT. LEGEND ence Lvs .. _".Gwreb _Etertion . NAI Red.,ce, On the MIS r, Imwile] a b�®aYo�g be of I thereby oemry that the im,rPhemetn lomron ceaRicere wu papered for my ularnm nmaLena sureay mer ... ,.....�.,..o,e C nmv PW zM Inzt R In Lro Ee rated u tli - iNar-, M iaing nr uNer furore 2726E 3101 AMES STREET ILC NOT TO SCALE 'N A I. T. =1MSMV%'or DRAWING INDEX 04.03.2020 A0.0 GENERAL NOTES & SITE PLAN A1.0 GARAGE ADDITION - FLOOR PLAN & ROOF PLAN A2.0 GARAGE ADDITION - ELEVATIONS & PERSPECTIVES A3.0 GARAGE ADDITION - BUILDING SECTION & WALL SECTION REVISIONS A4.0 GARAGE ADDITION - ELECTRICAL & POWER PLAN PROJECT ZONING O SURVEY PROVIDED BY LAND SURVEYING; SEE ATTACHED. LOT 18 - SIZE: 6,650 SQ. FT. LOT 19 - SIZE: 6,650 SQ. FT. TOTAL COMBINED LOTS: 12,300 SQ. FT. MINIMUM ZONE LOT SIZE: 5,000 SQ. FT. ZONING: RAC SINGLE-FAMILY (D BUILDING FORM: 2 -CAR GARAGE PROPOSED: 1 UNIT SETBACKS: FRONT - BLOCK SENSITIVE: 20'-0" SIDE YARD SETBACK 5'-0" REAR SETBACK 5'-0" MAX. BUILDING HEIGHT: 35'-0" MAX. BUILDING COVERAGE 40% PROPOSED BUILDING 1 STORY - 2 CAR GARAGE ADDITION: 2 CAR GARAGE: 575 SQ. FT. COVERED PORCH 55 SQ. FT. TOTAL SQ. FT. 630 SQ. FT LOT COVERAGE: 10.28% BUILDING HEIGHT: 14'-10 1/2" DOUG WALTEI ARCHITECTS 303.880.9080 dougwalterarchitects@gmail. com www.dougwalterarchitects.com CD NOT FOR CONSTRUCTION DRAWN BY: JH/CE CHECKED BY: DW ISSUE DATE: 09.07.2020 REVISIONS: 04.03.2020 00 04.28.2020 N O LLI a) 70 11.17.2020 REVISIONS cu O QVI '�^ O U < Q I) (D 0 r M }t a) 5v) G J J CD NOT FOR CONSTRUCTION DRAWN BY: JH/CE CHECKED BY: DW ISSUE DATE: 09.07.2020 REVISIONS: 04.03.2020 CD PROGRESS 04.28.2020 REVISIONS 06.01.2020 REVISIONS 09.07.2020 REVISIONS 11.17.2020 REVISIONS COVER SHEET, SITE PLAN Filaill�,J © Copyright 2020 nrNin wni+Pr Arrhl+Prf� ROOF PLAN NOTES: 1. REFER TO GENERAL NOTES FOR ADDITIONAL INFORMATION NOT SHOWN OR NOTED ON PLANS 2. ALL OVERHANGS ARE MEASURE HORIZ. FROM FACE OF FRAME TO END OF TRUSS/RAFTER, U.N.O 3. ALL RAFTERS AND BEAM TO BE DESIGNED UNDER THE SUPERVISION OF A COLORADO LICENSED STRUCTURAL ENGINEER 4. GUTTER AND DOWN SPOUTS ARE TO BE FIELD VERIFIED FOR LOCATION BY BUILDER 5. PROVIDE ROOF VENTS AND/OR SOFFIT VENTS TO PROVIDE ATTIC VENTILATION AS REQUIRED PER IRC 2018, SEC. R806, RE: ROOF VENT CALCULATIONS AND CODE REQUIREMENTS 6. UN -VENTED ATTIC AND UNVENTED ENCLOSED RAFTER ASSEMBLIES: PROVIDE UN -VENTED ATTIC ASSEMBLY PER CODE SECTION R806.5, SUB -SECTION 5.3 1 A3.0 0 co N 41 N 80 04.03.2020 °° 04.28.2020 � o N (L) -0 co w 0 0 C/) ao ry � E U Q 1880 O.H. `V (D GARAGE DOOR O 'r ry O cy)Q N � co 00 G 4 1/e GARAGE FLOOR PLAN SCALE: 1/4" = 1'-0" '-7 1/2" TYP. EAVE OVER HANG 24"x72" VELUX SKYLIGHTS, TYP. D.S. N 7'-7 1/2" 6'-0" 5UU I H PRUPER I Y LINE 25'-0" 28'-3" 13'-0" 7'-7 1/2" 11-01111-31111-311 11-31111-31111-011 1'-7 1/2 3'-0" L 3'-0" 6'-0" TYP. EAVE OVER HANG D.S. TO L — RAIN _ BARREL 4:12 SLOPE 4:12 SLOPE — BEOW Lu Z7— Lu = -� o - - J M 0 RIDGE ' cm co — - - N N _ i I � W O J c/) I I N -- — 77 04 � — — M UI D.S. D.S. O RAIN BARREL BEO 25'-0" 1'-7 1/2" 1'-7 1/2 28'-3" GARAGE ROOF PLAN SCALE: 1/4" = 1'-0" 24"x72" VELUX SKYLIGHTS, TYP. 1 A3.0 0 i1l) c� N N N ti A3.0 F, int at Wheat Ridge auttding DWism N DOUG WALTER ARCHITECTS 303.880.9080 dougwalterarchitects@gmail.com www.dougwalterarchitects.com Q 04.03.2020 °° 04.28.2020 � o LLJ (L) -0 (D w a C/) -0 ry � E U Q Q � (D C:) 'r ry C/) cy)Q � N G J J F NOT FOR STRUCTION DRAWN BY: JH/CE CHECKED BY: DW ISSUE DATE: 09.07.2020 REVIS ONS: 04.03.2020 CD PROGRESS 04.28.2020 REVISIONS 06.01.2020 REVISIONS 09.07.2020 REVISIONS 11.17.2020 REVISIONS r— i GARAGE FLOOR PLAN &ROOF PLAN A1.0 @ Copyright 2020 ne-mn WnlfPr ArrhifPrfc GARAGE - EAST ELEVATION SCALE: 1/4" = V-0" CEILING: 103'-0" � -SLAB +/- 94'-0" GROUND LEVEL: 88'-0" ROOF: 108'-2" CEILING: 103'-0" SLAB: 94'-0" _ GROUND LEVE L: 88'-0" 1 hour fire resistant rating on the underside for projection within 5 feet of the property line GARAGE - WEST ELEVATION SCALE: 1/4" = V-0" CEILING: 103'-0" 0 -SLAB +/- 94'-0" UND LEVEL: 88'-0" GARAGE - NORTH ELEVATION SCALE: 1/4" = V-0" ROOF: 108'-2" CEILING: 103'-0" SLAB: +/- 94'-0" GROUND LEVEL: 88'-0" 28'-3" V-7 1/2" V-7 1/2" GARAGE - SOUTH ELEVATION SCALE: 1/4" = V-0" Wheat Ridge DOUG WALTEI ARCHITECTS _ 303.880.9080 dougwalterarchitects@gmail. com www.dougwalterarchitects.com I CD NOT FOR CONSTRUCTION DRAWN BY: JH/CE CHECKED BY: DW ISSUE DATE: 09.07.2020 REVISIONS: 04.03.2020 00 04.28.2020 N O LLJ a) 70 11.17.2020 REVISIONS 0 0 'Q 1.`.� U a o rry M }, () C� G Q >N J J I CD NOT FOR CONSTRUCTION DRAWN BY: JH/CE CHECKED BY: DW ISSUE DATE: 09.07.2020 REVISIONS: 04.03.2020 CD PROGRESS 04.28.2020 REVISIONS 06.01.2020 REVISIONS 09.07.2020 REVISIONS 11.17.2020 REVISIONS EXTERIOR ELEVATIONS A2.0 (D Copyright 2020 F),in Wnitcr Arrhlf,ft T.O. PLATE ASPHALT SHINGLES OVER VENTILATION MAT ON ROOF UNDERLAYMENT ON 3/4" ROOF: 108'-2" EXTERIOR GRADE SHEATHING ON PRE-ENGINEERED ROOF TRUSSES W/ 12 1'-0" HEEL HEIGHT - RE: STRUCTURAL Q 4 12 4 D CEILING: 103'-0" O.H. ENTRY DOOR WDW. HDR. TYPICAL WALL FRAMING: 2X4 WALL FRAMING WITH 1" AIRSPACE & BRICK VENEER N N WITH WEEP HOLES, 0 o WITH TYVEK WEATHER BARRIER ao ao 2 -CAR GARAGE T.O. GARAGE SLAB SLAB: +/- 94'-0" yyi,,• •• • i r•52t �• • ♦Pi O.M. W Vwu• •3e. M • - - - �= I _ GROUND LEVEL: 88'-0" =1 I I=1 I I -1 1I "•� 1-1 I I -I I I -I I I -I I I -I I IEE I I I -I I I -III -III -III -III -III -III -I 11=1 I I -III -III -III -III - I I I -I I I -I 151 -- III-III-III-III-III-I 11=1 I I-1 I I-1 I I-1 11=1 11=1 11=1 I I-1 I I-1 TI -1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 11=1 I I=I II '" 1=1 11=ul� 10" FOUNDATION WALL — — — , — — — — — — — — — , ti• WITH A MIN. FOOTING •• I -I � 1-I � 1-I 11=1 � 1=1 11= ___ =1 11=1 11=1 11= --- -I � 1 I � 1- •� ;I � 1-I 11 DEPTH OF 36" BELOW I I=1 1= 11=1 11=1 11- 111= II�� GRADE I I I, ,I I,;,I I ,;,I I,,•�•� „� GARAGE - BUILDING SECTION SCALE: 1/4" = V-0" SECTION NOTES: 1. DISCHARGE ROOF DOWNSPOUTS AND ALL OTHER WATER COLLECTION SYSTEMS WELL BEYOND THE LIMITS OF THE BACKFILL; A MIN. OF 5 FEET. 2. PROVIDE ROOF VENTING AS REQUIRED FOR ATTIC VENTILATION. 3. CONTRACTOR TO PROVIDE ALL VALLEY FLASHING, STEP FLASHING AND ANY OTHER REQUIRED FLASHING PER MANUFACTURER'S RECOMMENDATIONS. 4. PROVIDE FLASHING, CAULKING OR OTHER MEANS AS NECESSARY TO PREVENT MOISTURE PENETRATION AT ALL THE MATERIAL TRANSITIONS. 5. WEATHER BARRIER BETWEEN EXTERIOR FINISH MATERIAL AND SHEATHING PER MANUFACTURER'S RECOMMENDATIONS. 6. BACK PRIME AND PRIME CUT EDGES OF TRIM MATERIAL. 7. PROVIDE MEMBRANE FLASHING 12" AROUND WINDOW OPENINGS AND COMPLETELY COVER SILL, RUNNING UP JAMBS 3 INCHES. 8. PROVIDE FLASHING AND/OR CAULKING PER MANUFACTURER'S SPECIFICATIONS AT ALL DOORS AND WINDOWS. 9. DESIGN ASSUMES MINIMUM SOIL BEARING CAPACITY OF 3000 PSF AND NON -EXPANSIVE SOILS CONDITIONS. 10. CONTRACTOR TO NOTIFY ARCHITECT OF ANY UNANTICIPATED SOIL CONDITIONS PRIOR TO ANY WORK. 11. CONTRACTOR TO PROVIDE ADEQUATE COMPACTION (TO MATCH MINIMUM BEARING CAPACITY OF 3000 PSF) OF ALL BACKFILL AREAS UNDER FOUNDATION WALLS AND SLABS. 3/4" STRYRFOAM B, BREAK BETWEEN AND FOUNDATION 4" CONCRETE SLAE W/ 10X10 WIRE ME% 4" CRUSHED ROAD BASE GARAGE - TYPICAL WALL SECTION SCALE: 1/4" = V-0" 50 YEAR ASPHALT ROOF SHINGLES OVER, 30# FELT ON 3/4" PLYWOOD OVER PRE-ENGINEERED TRUSSES AT 24" O.C. & 1/2" GYPSUM BOARD AT INTERIOR -RE -STRUCTURAL H4 CLIPS 2X6 RAFTER TAIL WITH 3/4" EXTERIOR GRADE PLYWOOD AT UNDERSIDE OF RAFTER TAIL 4" METAL GUTTER ON 2X6 FASCIA ON 2X8 SUB -FASCIA DOUBLE 2X6 TOP PLATE OPEN RAFTERS; SIZE PER ENGINEER DRAWINGS TYPICAL WALL ASSEMBLY: BRICK VENEER WITH 1" AIR SPACE ON 3/4" EXTERIOR GRADE PLYWOOD - ON 2X6 WOOD STUDS AT 16" O.C. & 1/2" GYPSUM BOARD AT INTERIOR 2X4 WOOD SILL PLATE W/ ANCHOR BOLTS AT 48" O.C. 6" CONCRETE STEM WALL & BRICK LEDGE 10" FOUNDATION PER ENGINEER Wheat Ridge ulfding DOUG WALTER I ARCHITECTS 303.880.9080 dougwalterarchitects@gmail.com www.dougwalterarchitects.com REVIS ONS: z CD PROGRESS 04.28.2020 REVISIONS O REVISIONS 09.07.2020 REVISIONS 11.17.2020 REVISIONS o Q N O Q 00 N O LLJ N -0 n (D � u) ( O a N Q) O U Q Q Q) (D C) C/) cy) � N G Q J J REVIS ONS: 04.03.2020 CD PROGRESS 04.28.2020 REVISIONS 06.01.2020 REVISIONS 09.07.2020 REVISIONS 11.17.2020 REVISIONS FA ING SECTION & LL SECTION A3.0 @ Copyright 2020 ne-mn WnlfPr ArrhifPrfc �TO HOUSE --------- ----- -- GARAGE - POWER & LIGHTING PLAN SCALE: 1/4" = V-0" MECHANICAL. ELECTRICAL & PLUMBING NOTES: TERIOR WALL ONCES TO BE OTOCELL, TYP. 1. ALL WATER CLOSETS TO BE LOW FLOW (1.28 GPF) OR DUAL FLUSH (1.6/.8 GPF) 2. ALL FAUCETS TO BE LOW FLOW W/ AERATORS. (1.5 GPM) ALL SHOWERHEADS TO BE LOW FLOW. (2.0 GPM) 3. ALL HOT WATER SUPPLY LINES TO BE INSULATED WITH FOAM PIPE WRAP 4. PROVIDE SHUTOFFS FOR EVERY FIXTURE 5. PROVIDE WATER HAMMER ARRESTORS AT WASHER HOOKUP 6. ALL NEW WASTE STACKS TO BE PROVIDED WITH CLEANOUTS, AND ANYWHERE A WASTE LINE TURNS 90 DEGREES, THE SAME. 7. PROVIDE FURNACES WITH A MINIMUM EFFICIENCY OF 95%. 8. PROVIDE 7 -DAY PROGRAMMABLE THERMOSTATS W/ REMOTE MONITORING CAPABILITIES. THERMOSTAT SHALL HAVE TRENDING CAPABILITIES & ALARMS FOR GENERAL MAINTENANCE INTERVALS. 9. ALL DOWNLIGHT FIXTURES TO BE L.E.D. HIGH EFFICIENCY LAMPS IN PERMANENTLY INSTALLED LIGHTING FIXTURES TO CONFORM TO 2009 IECC. 10. SMOKE DETECTORS AND CARBON MONOXIDE DETECTORS, LINKED TOGETHER, SHALL BE PROVIDED IN EVERY BEDROOM, AND ONE EACH PER FLOOR 11. ALL DUCTWORK TO BE INSULATED & SEALED WITH MASTIC TO CONFORM TO REQUIREMENTS OF 2009 IECC. 12. WHERE REQUIRED BY JURISDICTION, A BLOWER DOOR TEST BEFORE AND AFTER THE REMODEL MAY BE REQUIRED ELECTRICAL SYMBOLS 0 EXHAUSTFAN __oTV CABLE TELEVISION OUTLET - BUILDER TO VERIFY LOCATION TV - HIGH & LOW OUTLET & "SMURF TUBE" CONNECTOR OR SIMILAR STACKED @ 12" A.F.F. & 50" A.F.F. - 91 INTEGRATED COMMUNICATION PORT (CABLE/DATA/PHONE) @ 12" A.F.F. - BUILDER TO VERIFY SPEC'S. & LOCATION INTEGRATED COMMUNICATION JACK - INCLUDES (2) PHONE & (2) CABLE OUTLETS - BUILDER TO VERIFY SPEC'S. & LOCATION TELEPHONE JACK - BUILDER TO VERIFY LOCATION a TELEPHONE JACK PRE -WIRE - BUILDER TO VERIFY LOCATION @ ICC -ES SMOKE DETECTOR - LINK AUDIO TO OTHER UNITS @ CARBON MONOXIDE DETECTOR Q CARBON MONOXIDE & SMOKE DETECTOR COMBINATION aJUNCTION BOX SINGLE SWITCH s 3 -WAY SWITCH a 4 -WAY SWITCH p DIMMER SWITCH BASIC CEILING MOUNT LIGHT FIXTURE - (SYMBOL DASHED) RE: OPTIONAL FIXTURE PENDANT OR CHANDELIER LIGHT FIXTURE - STYLE PER BUILDER SPECIFICATIONS CEILING FLUSHMOUNT OR SEMI-FLUSHMOUNT LIGHT FIXTURE - STYLE & BULB COUNT PER BUILDER SPECIFICATIONS PC PULL -CHAIN CEILING LIGHT FIXTURE clRECESSED CAN CEILING LIGHT FIXTURE WP®RECESSED CAN CEILING LIGHT FIXTURE - WATER PROOF ® MINI RECESSED CAN CEILING LIGHT FIXTURE ® DIRECTIONAL RECESSED CAN CEILING LIGHT FIXTURE 1--DWALL MOUNT SCONCE LIGHT FIXTURE - STYLE PER BUILDER SPECIFICATIONS WALL MOUNT LIGHT FIXTURE - COACH, LANTERN, CARRIAGE, ETC... - STYLE PER BUILDER SPECIFICATIONS WALL MOUNT VANITY LIGHT FIXTURE - LIGHT BAR, SCONCE, ETC... - STYLE & BULB COUNT PER BUILDER SPECIFICATIONS DB DOOR BELL - PUSH BUTTON _E]GD GARAGE DOOR OPENER - PUSH BUTTON �B CHIME - BELL �T THERMOSTAT SPECIALTY - SECURITY, INTERCOM, ETC... - NOTED WITH SELECTED SYMBOL 2'x 4' 2'x 4' FLUORESCENT LIGHT FIXTURE - OTHER SIZE PER PLAN CEILING FAN - INSTALL LIGHT KIT IF NOTED OQ - PER BUILDER SPECIFICATIONS O CEILING FAN - (SYMBOL DASHED) RE: ROUGH -IN FOR OPTIONAL FAN AND LIGHT COMBINATION BREAKER PANEL - BUILDER LOCATE PER SITE SPECIFIC CONDITIONS Wheat Ridge Ilding DOUG WALTER I ARCHITECTS 303.880.9080 dougwalterarchitects@gmail.com www.dougwalterarchitects.com z STANDARD DUPLEX OUTLET GFI DUPLEX OUTLET REVISIONS - GROUND FAULT CIRCUIT INTERUPTER WP :IQ DUPLEX OUTLET - GFI & WEATHER PROOF GFI o REVISIONS SWITCHED DUPLEX OUTLET @ FLOOR OUTLET N 220 VOLT OUTLET DUPLEX OUTLET IN CEILING Q DIRECT WIRE 0 EXHAUSTFAN __oTV CABLE TELEVISION OUTLET - BUILDER TO VERIFY LOCATION TV - HIGH & LOW OUTLET & "SMURF TUBE" CONNECTOR OR SIMILAR STACKED @ 12" A.F.F. & 50" A.F.F. - 91 INTEGRATED COMMUNICATION PORT (CABLE/DATA/PHONE) @ 12" A.F.F. - BUILDER TO VERIFY SPEC'S. & LOCATION INTEGRATED COMMUNICATION JACK - INCLUDES (2) PHONE & (2) CABLE OUTLETS - BUILDER TO VERIFY SPEC'S. & LOCATION TELEPHONE JACK - BUILDER TO VERIFY LOCATION a TELEPHONE JACK PRE -WIRE - BUILDER TO VERIFY LOCATION @ ICC -ES SMOKE DETECTOR - LINK AUDIO TO OTHER UNITS @ CARBON MONOXIDE DETECTOR Q CARBON MONOXIDE & SMOKE DETECTOR COMBINATION aJUNCTION BOX SINGLE SWITCH s 3 -WAY SWITCH a 4 -WAY SWITCH p DIMMER SWITCH BASIC CEILING MOUNT LIGHT FIXTURE - (SYMBOL DASHED) RE: OPTIONAL FIXTURE PENDANT OR CHANDELIER LIGHT FIXTURE - STYLE PER BUILDER SPECIFICATIONS CEILING FLUSHMOUNT OR SEMI-FLUSHMOUNT LIGHT FIXTURE - STYLE & BULB COUNT PER BUILDER SPECIFICATIONS PC PULL -CHAIN CEILING LIGHT FIXTURE clRECESSED CAN CEILING LIGHT FIXTURE WP®RECESSED CAN CEILING LIGHT FIXTURE - WATER PROOF ® MINI RECESSED CAN CEILING LIGHT FIXTURE ® DIRECTIONAL RECESSED CAN CEILING LIGHT FIXTURE 1--DWALL MOUNT SCONCE LIGHT FIXTURE - STYLE PER BUILDER SPECIFICATIONS WALL MOUNT LIGHT FIXTURE - COACH, LANTERN, CARRIAGE, ETC... - STYLE PER BUILDER SPECIFICATIONS WALL MOUNT VANITY LIGHT FIXTURE - LIGHT BAR, SCONCE, ETC... - STYLE & BULB COUNT PER BUILDER SPECIFICATIONS DB DOOR BELL - PUSH BUTTON _E]GD GARAGE DOOR OPENER - PUSH BUTTON �B CHIME - BELL �T THERMOSTAT SPECIALTY - SECURITY, INTERCOM, ETC... - NOTED WITH SELECTED SYMBOL 2'x 4' 2'x 4' FLUORESCENT LIGHT FIXTURE - OTHER SIZE PER PLAN CEILING FAN - INSTALL LIGHT KIT IF NOTED OQ - PER BUILDER SPECIFICATIONS O CEILING FAN - (SYMBOL DASHED) RE: ROUGH -IN FOR OPTIONAL FAN AND LIGHT COMBINATION BREAKER PANEL - BUILDER LOCATE PER SITE SPECIFIC CONDITIONS Wheat Ridge Ilding DOUG WALTER I ARCHITECTS 303.880.9080 dougwalterarchitects@gmail.com www.dougwalterarchitects.com z 04.03.2020 CD PROGRESS O REVISIONS 06.01.2020 REVISIONS 09.07.2020 REVISIONS o REVISIONS Q N O Q 00 N O LLJ N -0 r n � (1) (� V O a N � O O� E U Q Q Q) (D C:) T--- O� C/) cy) -,-.a m N G Q J J CD NOT FOR CONSTRUCTION DRAWN BY: JH/CE CHECKED BY: DW ISSUE DATE: 09.07.2020 REVIS ONS: 04.03.2020 CD PROGRESS 04.28.2020 REVISIONS 06.01.2020 REVISIONS 09.07.2020 REVISIONS 11.17.2020 REVISIONS EXTERIOR ELEVATIONS A4.0 @ Copyright 2020 ne-mn WnlfPr ArrhifPrfc SECTION 1 - GENERAL REQUIREMENTS BUILDING JURISDICTION: CITY OF WHEAT RIDGE BUILDING DEPARTMENT JURISDICTION'S ADOPTED CODE: IBC 2018 AS AMENDED BY THE CITY OF WHEAT RIDGE BUILDING DESIGN LOADS: GROUND SNOW LOAD: 30 PSF ROOF SNOW LOAD: 30 PSF ROOF DEAD LOAD: 20 PSF WIND DESIGN: VULT = 135 MPH, EXP. C SEISMIC DESIGN CATEGORY: B 1. DEFINITIONS: A. ENGINEER: REFERENCES ON THE STRUCTURAL DRAWINGS TO ENGINEER' MEAN THE STRUCTURAL ENGINEER OF RECORD ( SER) . OTHER ENTITIES ARE SPECIFICALLY NOTED AS "CONTRACTOR'S ENGINEER", "MECHANICAL ENGINEER", ETC. 2. THESE NOTES SUPPLEMENT THE SPECIFICATIONS, WHICH SHALL BE REFERRED TO FOR ADDITIONAL REQUIREMENTS. 3. UNDERGROUND UTILITIES: LOCATE EXISTING UTILITIES, AND NOTIFY ENGINEER OF EXISTING UTILITIES OR SUB GRADE CONDITIONS WHICH INTERFERE WITH WORK. 4. EXISTING STRUCTURES: A. CONTRACT DOCUMENTS HAVE BEEN PREPARED USING AVAILABLE DRAWINGS AND SITE OBSERVATION AS PERMITTED BY ACCESS RESTRICTIONS DURING DESIGN. B. DURING CONSTRUCTION, THE CONTRACTOR MAY ENCOUNTER EXISTING CONDITIONS WHICH ARE NOT NOW KNOWN OR ARE AT VARIANCE WITH PROJECT DOCUMENTATION ( DISCOVERY) C. CONTRACTOR SHALL NOTIFY THE ENGINEER OF ALL CONDITIONS NOT PER THE CONTRACT DOCUMENTS. EXAMPLES INCLUDE: • SIZES OR DIMENSIONS OTHER THAN THOSE SHOWN. • DAMAGE OR DETERIORATION TO MATERIALS AND COMPONENTS. • CONDITIONS OF INSTABILITY OR LACK OF SUPPORT. • CONTRACTOR SHALL MAKE ALLOWANCE FOR THE RESOLUTION OF SUCH DISCOVERIES IN THE CONSTRUCTION AND CONTINGENCY FEE SCHEDULES. 5. USE OF DRAWINGS: A. DO NOT SCALE DRAWINGS. B. WHERE DISCREPANCIES OCCUR BETWEEN PLANS, DETAILS, GENERAL NOTES AND SPECIFICATIONS, THE MORE STRINGENT REQUIREMENTS SHALL GOVERN. DETAILS ON DRAWINGS TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS. DETAILS NOTED TYPICAL APPLY TO ALL SIMILAR CONDITIONS. WHERE NO SPECIFIC DETAILS ARE SHOWN, CONSTRUCTION SHALL CONFORM TO SIMILAR WORK ELSEWHERE ON THE PROJECT OR STANDARD CONSTRUCTION PRACTICES. 6. TEMPORARY CONDITIONS: A. THE STRUCTURE IS DESIGNED TO FUNCTION AS A UNIT UPON COMPLETION. THE CONTRACTOR IS RESPONSIBLE FOR FURNISHING ALL TEMPORARY BRACING AND/OR SUPPORT THAT MAY BE REQUIRED AS THE RESULT OF THE CONTRACTOR'S CONSTRUCTION METHODS AND/OR SEQUENCES. CONTRACTOR'S CONSTRUCTION AND/OR ERECTION SEQUENCES SHALL RECOGNIZE AND CONSIDER THE EFFECTS OF THERMAL MOVEMENTS OF STRUCTURAL ELEMENTS DURING THE CONSTRUCTION PERIOD. B. FOUNDATION WALLS SHALL NOT BE BACK FILLED UNTIL THE SLABS -ON -GRADE, UPPER SLABS AND THE MAIN FLOOR FRAMING ( WHERE APPLICABLE) ARE IN PLACE AND REACH FULL STRENGTH UNLESS ADEQUATE BRACING IS PROVIDED. PROVIDE FREE DRAINING BACK FILL ADJACENT TO FOUNDATION WALLS. USE ONLY HAND OPERATED TOOLS FOR COMPACTION ADJACENT TO FOUNDATION WALLS. 7. SUBMITTALS AND SUBSTITUTIONS: A. SUBMITTALS: REFER TO SPECIFICATIONS FOR DETAILED REQUIREMENTS. IF THE CONTRACTOR REQUESTS A CHANGE FROM THE STRUCTURAL DRAWINGS, IT SHALL BE APPROVED BY THE ARCHITECT AND DESIGNED BY THE SER. B. CONSTRUCTION DOCUMENTS SHALL NOT BE REPRODUCED FOR USE IN SUBMITTALS. C. SUBSTITUTIONS: ENGINEERS APPROVAL SHALL BE SECURED FOR ALL SUBSTITUTIONS. D. NONCONFORMANCE: NOTIFY ENGINEER OF CONDITIONS NOT CONSTRUCTED PER THE CONTRACT DOCUMENTS PRIOR TO PROCEEDING WITH CORRECTIVE WORK. SUBMIT PROPOSED REPAIR TO THE ARCHITECT/OWNER/BUILDER FOR ACCEPTANCE. 8. OSHA STANDARDS: A. THE STRUCTURE IS DESIGNED TO FUNCTION AS A UNIT UPON COMPLETION. NOTHING SHOWN ON THE STRUCTURAL DRAWINGS SHALL BE CONSTRUED AS ELIMINATING THE NEED FOR THE CONTRACTOR TO COMPLY WITH ALL OSHA REQUIREMENTS. B. THE CONTRACTOR SHALL ADD ALL NECESSARY BOLTS, STIFFENERS, PLATES, STABILIZERS, BRIDGING, BRACING, BEARING SEATS, COLUMN SPLICES, ETC., AS WELL AS CLOSURES FOR OPENINGS. IN ADDITION, FIELD WELD ANYTHING THAT MAY BE CONSIDERED A TRIP HAZARD, SUCH AS SHEAR STUDS, AFTER PROTECTIVE DECKING IS INSTALLED. C. WHERE THE STRUCTURAL DRAWINGS APPEAR TO CONFLICT WITH OSHA REQUIREMENTS, THE STRUCTURAL DRAWINGS REPRESENT FINAL CONDITION ONLY; THE CONTRACTOR SHALL ADD ALL ERECTION FRAMING AS MAY BE NECESSARY TO COMPLY WITH OSHA. 9. COORDINATION: A. STRUCTURAL DRAWINGS ARE NOT STAND-ALONE DOCUMENTS AND ARE INTENDED TO BE USED IN CONJUNCTION WITH CIVIL, ARCHITECTURAL, MECHANICAL, ELECTRICAL, AND DRAWINGS FROM OTHER DISCIPLINES. THE CONTRACTOR SHALL COORDINATE ALL REQUIREMENTS OF THE CONTRACT DOCUMENTS INTO SHOP DRAWINGS AND WORK. B. ARCHITECTURAL DRAWINGS, DRAWINGS FROM OTHER DISCIPLINES, PROJECT SHOP DRAWINGS, AND FIELD CONDITIONS PRIOR TO SHOP DRAWING SUBMITTAL. SECTION 2 - FOUNDATIONS 1. DESIGN CRITERIA: A. SOILS BEARING PRESSURE BASED ON AN ASSUMED ALLOWABLE BEARING PRESSURE OF 1500 PSF IN LIEU OF A QUALIFIED SOILS REPORT. IT IS THE RESPONSIBILITY OF THE CONTRACTOR/ OWNER/OWNER'S REPRESENTATIVE AND NOT THE EOR TO ENSURE EXISTING SOILS ARE STABLE AND ADEQUATE TO SUPPORT EXISTING STRUCTURES DURING SOIL EXCAVATION/CONSTRUCTION. GENERAL NOTES SECTION 2 - FOUNDATIONS (CONT) 2. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AFTER 28 DAYS. CEMENT SHALL BE TYPE 1. 3. STRUCTURAL CONCRETE: A. ALL WORK SHALL CONFORM WITH THE LATEST ACI SPECIFICATIONS UNLESS NOTED OTHERWISE IN DRAWINGS OR PROJECT SPECIFICATIONS. B. DETAIL BARS IN ACCORDANCE WITH THE LATEST EDITIONS OF "ACI DETAILING MANUAL", PUBLICATION SP -66 WITH ADDED REQUIREMENTS OF THE PROJECT SPECIFICATION, AND "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE", ACI 318. 4. REINFORCEMENT: A. REINFORCING BARS: ASTM A615,60 KSI B. WELDED AND FIELD BENT REINFORCING: ASTM A706,60 KSI C. WELDED WIRE FABRIC: ASTM 185 OR ASTM 497, 70 KSI D. SPLICES: • NO SPLICING OF REINFORCEMENT PERMITTED EXCEPT AS NOTED ON DRAWINGS. • MAKE BARS CONTINUOUS AROUND CORNERS. • WHERE PERMITTED, SPLICES MAY BE MADE BY CLASS B CONTACT LAPS OR MECHANICAL CONNECTORS. • LAP BARS A MINIMUM OF 48 BAR DIAMETERS. • SPLICE CONTINUOUS TOP AND BOTTOM BARS IN WALLS, BEAMS, AND GRADE BEAMS AS FOLLOWS: + TOP BARS - AT MID SPAN + BOTTOM BARS - OVER SUPPORT 5. PLACING REINFORCEMENT: A. REINFORCEMENT PROTECTION • CONCRETE PLACED AGAINST EARTH......................3" • CONCRETE PLACED IN FORMS BUT EXPOSED TO WEATHER OR EARTH: • BARS #5 AND SMALLER ..................... 1-1/2" • BARS LARGER THAN #5 ........................ 2" • COLUMNS, GIRDERS, GRADE BEAMS, BEAMS ................ 1-1/2" • SLABS OR WALLS NOT EXPOSED TO WEATHER OR EARTH ............. 1" • CORE WALLS NOT EXPOSED TO WEATHER OR EARTH ............... 1" B. REINFORCING PLACING TOLERANCES: PER ACI 117. C. PROVIDE ACCESSORIES NECESSARY TO PROPERLY SUPPORT REINFORCING AND WELDED WIRE FABRIC AT POSITIONS SHOWN ON PLANS. ALL REINFORCING, DOWELS, BOLTS, AND EMBEDDED PLATES SHALL BE SET AND TIED IN PLACE BEFORE THE CONCRETE IS POURED. "STABBING" INTO PREVIOUSLY PLACED CONCRETE IS NOT PERMITTED. 6. CONTROL JOINTS: A. PROVIDE SLAB CONTROL JOINTS PER ACI 6.4 AND IN ACCORDANCE WITH A QUALIFIED SOILS REPORT. IN LIEU OF A SOILS REPORT PROVIDE CONTROL JOINTS SUCH THAT NO MORE THAN 225 SQUARE FEET OF SLAB ARE WITHIN A GRID. SAWCUT CONTROL JOINTS SHALL BE 1/4 OF SLAB DEPTH. JOINTS SHOULD BE SPACED AT NO MORE THAN 15 FEET ON CENTER OR AS INDICATED ON THE DRAWINGS. 7. MEP AND OTHER OPENINGS AND EMBEDDMENTS: A. PROVIDE SLEEVES FOR PLUMBING AND ELECTRICAL OPENINGS BEFORE PLACING CONCRETE. DO NOT CUT REINFORCING WHICH MAY CONFLICT. CORING OF CONCRETE IS NOT PERMITTED. B. REFER TO TYPICAL DETAILS FOR SPACING LIMITS ON SLEEVES AND FOR REQUIREMENTS. SECTION 3 - STEEL 1. GENERAL: A. ALL STRUCTURAL STEEL FABRICATED AND ERECTED PER THE CURRENT EDITION OF AISC STEEL CONSTRUCTION MANUAL. B. ALL STRUCTURAL STEEL SHALL BE OF THE FOLLOWING GRADES: • WIDE FLANGE SHAPES, CHANNELS AND TEES: ASTM A992 (FY=50 KSI) • OTHER ROLLED SHAPES ( ANGLES, PLATES, AND BARS) : ASTM A36 (FY=36 KSI) • STEEL RODS AND MISCELLANEOUS: ASTM A36 (FY=36 KSI) • STEEL PIPE: ASTM A53, GRADE B (FY=35 KSI) • HOLLOW STRUCTURAL SECTION ( HHS) : ASTM A500, GR.B (FY=46 KSI) C. STRUCTURAL STEEL CONNECTION MATERIALS: • CONNECTOR BOLTS: ASTM A307 • ANCHOR BOLTS: ASTM A307 OR A36. D. EXPANSION BOLTS SHALL BE "SIMPSON STRONG -BOLT 2" OR APPROVED WEDGE TYPE INSTALLED ACCORDING TO MANUFACTURER'S SPECIFICATIONS. SECTION 4 - WOOD 1. ENGINEERED LUMBER SIZES (MICROLAM, PARALAM, TIMBERSTRAND, AND FABRICATED MEMBER SIZES) SHOWN ARE NET: OTHER MEMBER SIZES ARE NOMINAL. A. ALL COMPOSITE LAMINATED VENEER LUMBER ( LVL) TO HAVE A MINIMUM ALLOWABLE BENDING. STRESS OF 2950 PSI (2950Fb) AND MODULUS OF ELASTICITY OF 2,000,000 PSI (2.OE) PER ICC -ES ESR1387. B. ALL COMPOSITE PARALLEL STRAND LUMBER ( PSL) TO HAVE A MINIMUM ALLOWABLE BENDING STRESS OF 2950 PSI (2950Fb) AND MODULUS OF ELASTICITY OF 2,000,000 PSI (2.OE) PER ICC -ES ESR1387. C. MULTIPLE PLY MEMBERS TO BE NAILED TOGETHER USING 3 ROWS OF 16d COMMON WIRE NAILS SPACED AT 16" O/C ( U.O.N. ) D. COMPOSITE LAMINATED STRAND LUMBER (LSL) IS MANUFACTURED BY TRUS JOIST AND SHOULD BEAR THE LABEL OF "STRANDGARD" OR "TIMBERSTAND" WITH A MINIMUM MODULUS OF ELASTICITY OF 1,800,000 PSI (1.8E ) PER ICC -ES ESR1387. 2. FRAMING LUMBER DRY (19% MAXIMUM MOISTURE CONTENT AT TIME OF INSTALLATION) SHALL BE SHOWN BELOW WITH MINIMUM DESIGN VALUES BASED ON THE 2018 NDS, UNLESS OTHERWISE NOTED. A. EXTERIOR STUDS: DF NO.2 OR BETTER B. LOAD BEARING STUDS ( AND COLUMNS ASSEMBLED FROM STUDS) : DF NO.2 OR BETTER C. NON -LOAD BEARING INTERIOR STUDS: DF STUD OR BETTER D. HEADERS AT TYPICAL OPENINGS: DF NO.2 OR BETTER E. 2"4" NOMINAL MEMBERS: DF NO.2 OR BETTER F. 5" NOMINAL AND LARGER MEMBERS: DF NO.1 OR BETTER SECTION 4 - WOOD ( CONT.) 3. FABRICATED LUMBER: A. ALL FRAMING LUMBER TO BE GRADE MARKED PER THE LUMBER SCHEDULE SHOWN ON THESE DRAWINGS. ALL WOOD FRAMING SHALL BE SURFACE DRY TO A MAXIMUM MOISTURE CONTENT OF 19%. GLU-LAM AND COMPOSITE LUMBER MEMBERS (LVL) CANNOT EXCEED A MOISTURE CONTENT OF 16%. B. THE MANUFACTURER SHALL PROVIDE WEB STIFFENERS (ON I -JOISTS) , END BLOCKING, BRIDGING, AND ERECTION BRACING AS REQUIRED. SEE "DESIGN CRITERIA' FOR SUPERIMPOSED DEAD AND LIVE LOADS. 4. SHEATHING: A. ALL PLYWOOD/OSB CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE AMERICAN PLYWOOD ASSOCIATION ( APA) OR THE STRUCTURAL BOARD ASSOCIATION ( SBA) . B. ALL ROOF PANEL SHEATHING SHALL BE 7/16", APA RATED 24/16, EXP.1 SHEATHING UNLESS OTHERWISE NOTED. NAIL ALL ROOF SHEATHING WITH 10d NAILS AT 6" O.C. AT ALL SUPPORTED PANEL EDGES (E.N.) AND 12" O.C. FIELD NAILING (F.N.) UNLESS OTHERWISE NOTED. C. ALL FLOOR PANEL SHEATHING SHALL BE 23/32", APA RATED 40/20, EXP.1 SHEATHING UNLESS OTHERWISE NOTED. NAIL ALL FLOOR SHEATHING WITH 10d NAILS @ 6" O.C. AT ALL SUPPORTED PANEL EDGES (E.N.) AND 12" O.C. FIELD NAILING (F.N.) UNLESS OTHERWISE NOTED. D. ALL WALL PANEL SHEATHING SHALL BE 15/32", APA RATED 32/16, EXP.1 SHEATHING UNLESS OTHERWISE NOTED. NAIL ALL WALL SHEATHING WITH 10d NAILS AT 6" O.C. AT ALL SUPPORTED PANEL EDGES (E.N.) AND 12" O.C. FIELD NAILING (F.N.) UNLESS OTHERWISE NOTED. E. INSTALL ALL SHEATHING WITH THE LONG DIMENSION OF THE PANEL PARALLEL TO SUPPORTING FRAMING MEMBERS, WITH EACH PANEL CONTINUOUS OVER TWO OR MORE FRAMING MEMBERS. ALLOW 1/8" SPACING AT PANEL EDGES UNLESS OTHERWISE RECOMMENDED BY THE SHEATHING MANUFACTURER. F. DIAPHRAGM SHEATHING NAILS OR OTHER APPROVED SHEATHING CONNECTORS SHALL BE DRIVEN SO THAT THEIR HEAD OR CROWN IS FLUSH WITH THE SURFACE OF THE SHEATHING. G. ALL WALLS SHEATHED WITH GYP -BOARD SHALL BE CONNECTED WITH 5d COOLER NAILS SPACED AT 7" O.C. AT SUPPORTED PANEL EDGES AND AT INTERMEDIATE SUPPORTS. H. PROVIDE 2x BLOCKING AT UNSUPPORTED PANEL EDGES WHERE INDICATED ON APPROVED PLANS. REFER TO SHEARWALL SCHEDULE OR PLANS FOR SPECIAL BLOCKING REQUIREMENTS. 5. OPENINGS: A. OPENINGS, POCKETS, ETC, SHALL NOT BE PLACED IN BEAMS, JOISTS, RAFTERS, STUDS, POSTS, COLUMNS, TIMBER AND OTHER STRUCTURAL MEMBERS UNLESS DETAILED ON THE STRUCTURAL DRAWINGS. 6. NAILING: A. UNLESS NOTED OTHERWISE ON THE DRAWINGS, PROVIDE BOX NAILS WITH SIZES SHOWN ON THE DRAWINGS. MINIMUM NAILING SHALL BE IN ACCORDANCE WITH THE NAILING SCHEDULE PER IBC 2018 TABLE 2304.10.1 UNLESS NOTED OTHERWISE ON DRAWINGS. DRIVE ALL NAILS SO NAIL HEAD IS FLUSH TO WOOD SURFACE (TYP) . 7. ENGINEERED WOOD TRUSSES: A. DESIGN CRITERIA: IBC 2018 TO SUPPORT THE FOLLOWING LOADS: B. GRAVITY LOADS [HORIZONTAL PROJECTION] • T.C.L.L. = 30 PSF (SNOW) • T.C.D.L. = 12.5 PSF ( ASPHALT COMPOSITION SHINGLES OVER 1/2" SHEATHING; SOLAR PANELS, PANEL WEIGHT NOT TO EXCEED 5 PSF) • B.C.L.L. = 10 PSF NON -CONCURRENT WITH ANY OTHER LIVE LOADS AND 20 PSF NON -CONCURRENT PER IBC 2018, TABLE 1607.1 (25) . • B.C.D.L.= 7.5 PSF ( GYPSUM BOARD SHEATHING WITH INSULATION) • EXPOSURE CATEGORY "C" • OCCUPANCY CATEGORY 1 C. LATERAL/UPLIFT LOADS: WIND LOADING PER LATEST APPROVED ASCE-7 RECOMMENDATIONS D. WIND VELOCITY: VULT = 135 MPH E. OTHER LOADING CONDITIONS: • TRUSSES TO BE CHECKED FOR UNBALANCED LOAD CONDITIONS PER LATEST TPI RECOMMENDATIONS. F. TRUSS DEFLECTION CRITERIA: • MAXIMUM VERTICAL ROOF LIVE LOAD DEFLECTION = LESSER OF U240 OR 1.0" • MAXIMUM VERTICAL ROOF TOTAL LOAD DEFLECTION = LESSER OF L/180 OR 1.5". • MAXIMUM HORIZONTAL DEFLECTION = 1.5". G. WOOD TRUSSES SHALL BE DESIGNED AND FABRICATED IN ACCORDANCE WITH APPLICABLE PROVISIONS OF THE LATEST BUILDING CODE AND SHALL CONFORM TO RECOMMENDATIONS OF THE TRUSS PLATE INSTITUTE ( TPI) . H. WOOD TRUSSES SHALL BE DESIGNED AND FABRICATED USING SAWN LUMBER WITH A MAXIMUM MOISTURE CONTENT OF 19 % AT THE TIME OF FABRICATION. ALL CHORD MEMBERS SHALL BE A MINIMUM 2X4 NOMINAL DIMENSION NO. 2 LUMBER AND WEBS SHALL BE A MINIMUM OF 2x4 NOMINAL DIMENSION STANDARD OR BETTER GRADE LUMBER. I. TRUSS MANUFACTURER IS RESPONSIBLE FOR SPECIFYING ALL REQUIRED TRUSS -TO -TRUSS CONNECTIONS. APPROVED ENGINEERED TRUSS DRAWINGS MUST BEAR THE STAMP AND SIGNATURE OF A QUALIFIED TRUSS ENGINEER. J. WOOD TRUSSES SHALL BE INSTALLED PER THE TRUSS MANUFACTURER'S RECOMMENDATIONS. THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY AND PERMANENT BRACING AS REQUIRED FOR THE SAFE ERECTION AND PERFORMANCE OF THE TRUSSES. THE GUIDELINES SET FORTH BY TPI AND WTCA, PUBLICATION BCSI ( BUILDING COMPONENT SAFTETY INFORMATION) 1-03, "GUIDE FOR HANDLING, INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES" SHALL BE A MINIMUM REQUIREMENT. K. TRUSS MEMBERS SHALL NOT BE CUT, DRILLED, NOTCHED OR OTHERWISE ALTERED, AND TRUSSES SHALL NOT BE USED FOR ANY OTHER PURPOSE OTHER THAN THE MANUFACTURER'S DESIGN INTENT, WITHOUT WRITTEN APPROVAL OF A QUALIFIED LICENSED ENGINEER. L. TRUSS SHOP DRAWINGS AND CALCULATIONS SHALL BE SUBMITTED TO THE ENGINEER OF RECORD FOR APPROVAL PRIOR TO FABRICATION. 8. MISCELLANEOUS WOOD FRAMING: A. SILL PLATES SHALL BE BOLTED INTO CONCRETE WITH 1/2" DIA. x 10" MIN LONG BOLTS ( MIN 7" EMBEDMENT U.N.O.) W/ 2"x2"x3/6" WASHERS AND NUTS AT 4'-0" O.C. MAXIMUM WITH AT LEAST TWO BOLTS PER MEMBER, UNLESS OTHERWISE NOTED. B. STUDS SHALL BE SPACED AT 16" O.C. MAXIMUM AND OF THE SIZE SHOWN ON PLANS. 2" NOMINAL SOLID BLOCKING SHALL BE PLACED BETWEEN ALL JOISTS AND RAFTERS AT ALL SUPPORTS AND UNDER ALL PARTITIONS UNLESS OTHERWISE DETAILED. C. HOLES FOR BOLTS SHALL BE BORED WITH A BIT OF THE SAME NOMINAL DIAMETER OF THE BOLT, BUT NOT MORE THAN 1/16" LARGER THAN THE BOLT DIAMETER, AND SHALL PENETRATE WOOD MEMBERS SUCH THAT BOLT THREADS DO NOT BEAR AGAINST WOOD MEMBERS. BOLTED CONNECTIONS SHALL BE SNUG TIGHT, BUT NOT TO THE EXTENT OF CRUSHING WOOD UNDER WASHER. D. BOLTS IN WOOD MEMBERS SHALL NOT BE SPACED LESS THAN 7 DIAMETERS FROM THE END OF THE MEMBER AND SHALL NOT BE SPACED LESS THAN THE LESSER OF EITHER 4 DIAMETERS FROM THE EDGE OF THE MEMBER, OR AT THE CENTERLINE OF MEMBER, UNLESS OTHERWISE NOTED. CENSPACE, LLC STRUCTURAL ENGINEERING P.O. BOX 33573 NORTHGLENN, CO 80233 PHONE: ( 303) 655-9118 FAX: ( 303) 655-9116 www.censpace.com PROJECT LOCATION: NEW DETACHED GARAGE 3101 Ames St. Wheat Ridge, CO 80214 COPYRIGHT @ 2017 CENSPACE, LLC: ALL RIGHTS RESERVED. THE INFORMATION DEPICTED ON THIS SHEET IS THE SOLE PROPERTY OF CENSPACE, LLC AND NO PART OF THIS INFORMATION MAY BE REPRODUCED IN ANY FORM WITHOUT THE WRITTEN PERMISSION OF CENSPACE, LLC PROFESSIONAL SEAL: DOL DATE: I DESCRIPTION: 11.16.2020 1 SUBMITTAL Wheat Ridge uifdirg JOB #: CO.8315.00 GENERAL NOTES SGE1 c N FOOTING SCHEDULE (1,500psfl FTG FOOTING FOOTING * SEE SHEET SG.1 AND SD.1 FOR GENERAL NOTES AND DETAILS. TOP PLATE TYPE SIZE THICKNESS REINFORCEMENT CAPACITY F1 Y-2" SQUARE 10" (4) #4 EA WAY 9 k 25'-0" 8'-3" 2'-7" 3'-4" 2'-7" 8'-3" F1 0 T7('5 YP 5 SD.1 II � I JI 0TYP 3 TYP 6 4 SD.1 SD.1 SD.1 - - - - - - - - - - - - - -'- - - - - - - - - - - - - - - - - - - 25'-0" FOUNDATION PLAN - PLAN VIEW NOTES: CONTRACTOR TO VERIFY ALL DIMENSIONS. SCALE: 1/4" = 1'-0" FOUNDATION NOTES: KEY: * SEE SHEET SG.1 AND SD.1 FOR GENERAL NOTES AND DETAILS. TOP PLATE * ALL FOOTINGS MUST REST ON UNDISTURBED SOILS OR COMPACTED -POST FROM ABOVE -------- ---------- ------I. ---- ---------------------- - * TOP OF SLAB/WALLS TO BE 6" MIN ABOVE FINISHED GRADE. CONTRACTOR A (V ® - STEP IN TOP OF WALL COORDINATE WITH ENGINEER. r--- — — — — — — — — — — -------------- * CHECK AND VERIFY ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS. ATTACHED W/ 8d COMMONS @ 6" O.C. @ EDGES AND 12" O.C. FIELD. (BLOCK ALL EDGES) * FIELD VERIFY GRADE WITH TOP OF WALL AND WALL STEPS AND O.C. INTO BLOCKING, RIM BOARD OR DRAG STRUT BELOW COORDINATE WITH ENGINEER. II STURD-I-FLOOR SHEAR WALL B 2x SILL PLATE FASTENMASTER H B 15/2" OSB SHEATHING (BOTH SIDES) W/ Y2" DIA x 12" FLATLOK FMFL412 @ 4-21 FMFL412 @ 42' O.C. TYP III ATTACHED W/ 8d COMMONS @ 6" O.C. @ A.B. @ 18" O.C. O.C. INTO BLOCKING, CONNECTING BLOCKING, 1 RIM BOARD OR DRAG RIM BOARD, DRAG TRUSS OR ^41 I III STRUT BELOW DRAG STRUT INTO TOP PLATE GENERAL SHEARWALL NOTES: 1. TOP AND BOTTOM OF SHEARWALLS SHALL BE FASTENED TO FRAMING PER SCHEDULE, UNLESS NOTED OTHERWISE ON PLANS. 2. SHEARWALL STUDS SHALL BE SPACED NO MORE THAN 16" o.c. sD.l I I I I I I III I I I II GARAGE: 18" FTG 18" FTG CONCRETE SLAB: 4" THICK CONCRETE SLAB ON GRADE W/ #3 GR.60 REINF. @ 15" O.C. OR 6X6-W2.9xW2.9 WELDED WIRE FABRIC (CENTERED) PLACE CONTROL JOINTS IN I I N SLAB PER GENERAL NOTES AND DETAIL 2/SD.1. SLOPE III SLAB III I I I I II ISI I II I II I II I II III II � III I III w II I I ------------------------------ _ IL ------------------------- -----------------------------------J - - - - - - - - - - - - - -'- - - - - - - - - - - - - - - - - - - 25'-0" FOUNDATION PLAN - PLAN VIEW NOTES: CONTRACTOR TO VERIFY ALL DIMENSIONS. SCALE: 1/4" = 1'-0" FOUNDATION NOTES: KEY: * SEE SHEET SG.1 AND SD.1 FOR GENERAL NOTES AND DETAILS. TOP PLATE * ALL FOOTINGS MUST REST ON UNDISTURBED SOILS OR COMPACTED -POST FROM ABOVE FILL PER SOILS REPORT AND ARE 18" WIDE x 10" DEEP U.N.O. E _ _ _ _ WALL FROM ABOVE * TOP OF SLAB/WALLS TO BE 6" MIN ABOVE FINISHED GRADE. CONTRACTOR A TO FIELD VERIFY GRADE WITH TOP OF SLAB/WALL AND STEPS AND ® - STEP IN TOP OF WALL COORDINATE WITH ENGINEER. FMFL412 @ 9" O.C. * CHECK AND VERIFY ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS. ATTACHED W/ 8d COMMONS @ 6" O.C. @ EDGES AND 12" O.C. FIELD. (BLOCK ALL EDGES) * FIELD VERIFY GRADE WITH TOP OF WALL AND WALL STEPS AND O.C. INTO BLOCKING, RIM BOARD OR DRAG STRUT BELOW COORDINATE WITH ENGINEER. 10d COMMONS OR #10 NOTE: SEE DETAIL 11/SD.1 FOR TYPICAL HEADER CONSTRUCTION SHEAR WALL SCHEDULE DESIGNATION SHEATHING & NAILING SILL PLATE BOT PLATE TOP PLATE SHEAR WALL A 2x SILL PLATE FASTENMASTER FASTENMASTER FLATLOK A 15/2" OSB SHEATHING (ONE SIDE) W/ Y2" DIA x 12" FLATLOK FMFL412 @ 9" FMFL412 @ 9" O.C. BLOCK ALL EDGES ATTACHED W/ 8d COMMONS @ 6" O.C. @ EDGES AND 12" O.C. FIELD. (BLOCK ALL EDGES) A.B. @ 36" O.C. O.C. INTO BLOCKING, RIM BOARD OR DRAG STRUT BELOW CONNECTING BLOCKING, RIM BOARD, DRAG TRUSS OR DRAG STRUT INTO TOP PLATE 10d COMMONS OR #10 STURD-I-FLOOR SHEAR WALL B 2x SILL PLATE FASTENMASTER FASTENMASTER FLATLOK B 15/2" OSB SHEATHING (BOTH SIDES) W/ Y2" DIA x 12" FLATLOK FMFL412 @ 4-21 FMFL412 @ 42' O.C. ATTACHED W/ 8d COMMONS @ 6" O.C. @ A.B. @ 18" O.C. O.C. INTO BLOCKING, CONNECTING BLOCKING, EDGES AND 12" O.C. FIELD. (BLOCK ALL RIM BOARD OR DRAG RIM BOARD, DRAG TRUSS OR EDGES) STRUT BELOW DRAG STRUT INTO TOP PLATE GENERAL SHEARWALL NOTES: 1. TOP AND BOTTOM OF SHEARWALLS SHALL BE FASTENED TO FRAMING PER SCHEDULE, UNLESS NOTED OTHERWISE ON PLANS. 2. SHEARWALL STUDS SHALL BE SPACED NO MORE THAN 16" o.c. EXTEND HEAI PORTAL WALI END, TYP SHEATHING FASTENER SCHEDULE UNLESS NOTED OTHERWISE (U.N.O.) DIAPHRAGM SHEATHING EDGE NAILING FIELD NAILING (ALL SHTHG ONE SIDE) EXTERIOR WALLS 15/32" APA RATED 32/16 8d COMMONS @ 6" O.C. 8d COMMONS @ 12" O.C. BLOCK ALL EDGES FLOOR 23/32" T&G APA RATED 10d COMMONS OR #10 10d COMMONS OR #10 STURD-I-FLOOR WOOD SCREWS @ 6" O.C. WOOD SCREWS @ 12" O.C. ROOF 7/16" APA RATED 24/16 10d COMMONS @ 6" O.C. 10d COMMONS @ 12" O.C. NOTE: ALL STEEL BRICK LINTELS TOBEL31X31X4,MIN3" OF BEARING ON ADJACENT FULL HT COURSE. ROOF FRAMING PLAN - PLAN VIEW NOTES: CONTRACTOR TO VERIFY ALL DIMENSIONS. ROOF FRAMING NOTES: * SEE SHEET SG.1 AND SD.1 FOR TYPICAL DETAILS & GENERAL NOTES. * PROVIDE SIMPSON H2.5 AT ALL RAFTERS/TRUSSES SUPPORTED AT BEARING WALLS/BEAMS. * ALL WALL FRAMING TO BE 2x4 AT 16" O.C., U.N.O. * PROVIDE (1) 2x4T AND (1) 2x4K U.N.O.. * ALL HEADERS (2) 2x8, UNLESS NOTED OTHERWISE. * STRAP ALL BEAMS DOWN W/ST18 OR TS 18 AT ALL BEAM BEARING LOCATIONS, U.N.O. KEY: ® - POST BELOW (2) 2x MIN. POSTS TO MATCH WALL STUD SIZE U.N.O. L - FRAMING MEMBER HANGER r - FRAMING MEMBER BEARING E_: EXTERIOR LUMBER E TREATED FOR LECTION FROM THE ✓LENTS 17 cY of Wheat Fridge ing CENSPACE, LLC STRUCTURAL ENGINEERING P.O. BOX 33573 NORTHGLENN, CO 80233 PHONE: ( 303) 655-9118 FAX: ( 303) 655-9116 www.censpace.com PROJECT LOCATION: NEW DETACHED GARAGE 3101 Ames St. Wheat Ridge, CO 80214 COPYRIGHT @ 2017 CENSPACE, LLC: ALL RIGHTS RESERVED. THE INFORMATION DEPICTED ON THIS SHEET IS THE SOLE PROPERTY OF CENSPACE, LLC AND NO PART OF THIS INFORMATION MAY BE REPRODUCED IN ANY FORM WITHOUT THE WRITTEN PERMISSION OF CENSPACE, LLC PROFESSIONAL SEAL: ly ;sSAn►.�n� ��" DATE: DESCRIPTION: 11.16.2020 SUBMITTAL JOB #: CO.8315.00 (STRUCTURAL PLANS( S1.0 CENSPACE, LLC STRUCTURAL ENGINEERING P.O. BOX 33573 NORTHGLENN, CO 80233 PHONE: ( 303) 655-9118 FAX: ( 303) 655-9116 www.censpace.com PROJECT LOCATION: NEW DETACHED GARAGE 3101 Ames St. Wheat Ridge, CO 80214 COPYRIGHT @ 2017 CENSPACE, LLC: ALL RIGHTS RESERVED. THE INFORMATION DEPICTED ON THIS SHEET IS THE SOLE PROPERTY OF CENSPACE, LLC AND NO PART OF THIS INFORMATION MAY BE REPRODUCED IN ANY FORM WITHOUT THE WRITTEN PERMISSION OF CENSPACE,LLC PROFESSIONAL SEAL: DETAILS LAP SPLICE 48 BAR DIAMETERS ROOF SHEATHING PROVIDE ONE FULL-HEIGHT(KING) STUD AT EACH SIDE OF WALL OPENINGS, UNLESS(O HERWISE NOTED, SEE I Od NAILS @ 6" O.C. PER DIAPHRAGM SCHEDULE BLOCKING CONN. 2x FRAMED WALL, TYP — a • ° a PLAN PER 8/SD.1 PER PER PLAN I W H FULL HEIGHT SLAB BYF POST BASE PER WALL CORNER INTERUPTED STUD BLOCKING BTWN OTHERS, PLAN REINFORCING II a Q TRUSSES, MUST BE FULL HEIGHT TYP II ■■— ■ ° 00 PLAN VIEW � C7 C7 HDR PER PLAN � #3 TIES TOP AND BOT • SHIM AS REQUIRED FOR FULL BEARING x 16d NAILS @ 6" O.C. SQ. CONCRETE PILASTER PER PLAN W/ (4) #4 LAP SPLICE LAP SPLICE 48 BAR DIAMETERS 48 BAR DIAMETERS DOWELS �' w ROUGH � � � � OPENING EDGE E TRUSSES PER PLAN G NAIL PER SHEARWALL ° 8" FOOTING PER PLAN • i I V ° a • W pq SCHEDULE ° CLIP PER PLAN NOTES OR TOP PLATE "MITEK TIMBERLOK" WALL ATTACHMENT PER ° d INTERSECTION PROVIDE ONE BEARING (TRIM) STUD MRM4UM AT SHEAR WALL SHEATHING PER PER PLAN I REINFORCING ° HEADER BEARING, UNLESS OTHERWISE NOTED, SEE SCHEDULE SHEARWALL SCHEDULE i I • PLAN a. TYPICAL HEADER DETAIL TRUSS/RAFTER BLOCKING DETAIL EXTERIOR ISOLATED FOOTING TYPICAL CORNER REINF. 11 — 1-0 % � 3/4 1 — 1-0 3/4 NAILING PER PLAN VENTILATION PER ARCH RAFTERS/TRUSSES PER PLAN SHEATHING PER PLAN SLAB PER FOUNDATION SAW CUT OR FORM 1" DEEP JOINT PLAN IN TOP OF SLAB AS LOCATED ON FNDN. PLAN 2" DIA THRU HEADER PER PLAN BOLTS @ 24" O.C. • HEADER PER PLAN t °—Z1 4 ' FASTEN SHEATHING TO HEADER W/ 8d COMMON NAILS @ 3" O.C. EA WAY. PLACE SLAB ON NATURAL DOUBLE TOP PLATE UNDISTURBED SOIL OR ON LS X 3 Z X 4 HEADER TO BE FASTENED TO COMPACTED FILL PER SOILS STEEL ANGLE FULL HEIGHT BLOCKING, KING STUD WITH (6) 16d SINKER ENGINEER (LLV) MUST BE FULL HEIGHT STUDS PER PLAN NAILS PANEL EDGES SHALL BE BLOCKED AT PANEL SPLICES AND • OCCUR WITHIN 24" OF MIDHEIGHT. ONE ROW OF HD BRICK LINTEL DETAIL TRUSS/RAFTER BLOCKING DETAIL NAILING IS ANEL EDGEEQUIRED AT EA)13/4" YP CONC SLAB DETAIL wr Q = 1' 1'-0" v 1" = 1'-0" -Off FASTEN SHEATHING TO FRAMING W/ 8d COMMON NAILS @ 3" O.C. ROOF SHEATHING 2x6OUTLOOKERS (4)-1OdNAILS @ 24" O.C. WOOD STRUCTURAL PANEL STRENGTH AXIS 2x STUDS @ 16" O.C. W/ SHEATHING PER PLAN CONT. 2x P.T. PLATE 2' EXPANSION JOINT — STUDS PER PLAN, TYP W/ A.B. PER PLAN MATERIAL LUS26 4" CONC SLAB PER FULL HEIGHT BLOCKING BTWN 450(-+-) SHEATHING PER PLAN PLAN OUTLOOKERS, MUST BE FULL HEIGHT 2x4 DIAG. BRACES ANCHOR BOLTS (2) MIN `O ° SIMPSON A34 AT 6'-0" O/C OR EQUIV. LSTHD8 EACH SIDE, TYP• 2x4 STRONGBACK -lt�H77 a° NAIL TO LEDGER W/ M_ PROVIDE 10% a° - 2x4 LEDGER W/(2)-1Od 16d NAILS AT 12" O/C SLOPE AWAY FROM -III a NAILS AT EACH STUD - - STRUCTURE REFER TO GABLE END - 10" EXT. SHEATHING TRUSS DRAWING FOR ° ° d .. #4 3'-0" DOWEL ° LOCATION PREFAB TRUSSES ° x w/ • la: GABLE END TRUSS PERPLAN a ° a 0 cn HOOK @ O.C., A a @(2) TOP & BOTTOM F ALT. DIRECTION (EXP. TO WIND) a WALL OF HOOK . n �. a a (2) #4 x CONT ANCHOR BOLTS (2) MIN b . d 2X4 NAILER ATTACHED TO q a T.P. W/10d NAILS AT 12" O/C PER PLAN FULL HT. STUDS W/ DOUBLE TOP PLATE FRAMED TO BOTTOM CHORD OF GABLE END TRUSS GABLE END TRUSS DETAIL TYPICAL PORTAL WALL DETAIL6) STEM WALL GARAGE DETAIL 3/4 - 11-011 WALL FRAMING BEYOND SLAB BY OTHERS STEM WALL BEYOND _ 4" CONIC SLAB PER SHEATHING PER PLAN i I PLAN RAFTER RIDGE — -x— —•— —xx a . 2x4 OVERFRAMINGNALLEY a ° RAFTER @ 24" O.C. W/ BEVELED END NAILED TO SLEEPER BOARD (2) #4 CONT. HORIZ. • d, ry 2x4 VERTICAL SUPPORTS @ 24" O.C. @ TOP & BOTTOM OF . KTHICKENED EDGE ALIGN DIRECTLY ON TOP OF WALL a ° SLAB AT ENTRANCE RAFTER/TRUSSES. o 10.. #4 x 2'-6" DOWEL w/ a ro 2x FLAT SLEEPER BOARD NAILED TO EACH HOOK @ 32" O.C., 'a ' I PERPENDICULAR FRAMING MEMBER OVER A (2 ) #4 x CONT ALT. DIRECTION SHEATHING W/ (2) 16d NAILS OF HOOK a a. a c .. a FPER PLAN PER PLANRAMING � � OVERFRAMING DETAIL THICKENED SLAB AT DOOR OPENING *TYPICAL 4 3/ 4" = 1'-0" 3/4" = 1'-0" CENSPACE, LLC STRUCTURAL ENGINEERING P.O. BOX 33573 NORTHGLENN, CO 80233 PHONE: ( 303) 655-9118 FAX: ( 303) 655-9116 www.censpace.com PROJECT LOCATION: NEW DETACHED GARAGE 3101 Ames St. Wheat Ridge, CO 80214 COPYRIGHT @ 2017 CENSPACE, LLC: ALL RIGHTS RESERVED. THE INFORMATION DEPICTED ON THIS SHEET IS THE SOLE PROPERTY OF CENSPACE, LLC AND NO PART OF THIS INFORMATION MAY BE REPRODUCED IN ANY FORM WITHOUT THE WRITTEN PERMISSION OF CENSPACE,LLC PROFESSIONAL SEAL: DETAILS