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HomeMy WebLinkAbout6711 W. 36th Avenuei CITY OF WHEAT RIDGE T Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: AA_ r l Job Address: 6 7 1 14 /" Z' Permit Number: -Z-(V e9O ` ❑ No one available for inspection: Time < �/ l Re -Inspection required: Yes No When corrections are complete, schedule re -inspection online. Date: -5 " il / Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: h1RAJ Permit Number: t ❑ No one available for inspectiow, Time -XM/PM Re -Inspection required: Yes( No When corrections are complete, scheda(e re -inspection online. Da4e�l (_1 �17 7' Insp cto � ► � i City of Wheat Ridge Residential Remodel PERMIT - 202000113 PERMIT NO: 202000113 ISSUED: 06/08/2020 JOB ADDRESS: 6711 W 36th Ave EXPIRES: 06/08/2021 JOB DESCRIPTION: Repairing the foundation of exterior wall in sun room. Relocating two base bard boiler heat registers, relocating sink, bringing electrical to code. Square footage: 513 *** CONTACTS *** OWNER (303)514-0575 L I ND S E Y KENNETH A GC (720)981-4269 TOBY HERTEL 022274 AAA HOME IMPROVEMENTS SUB (303)944-6487 PAUL MILLER 110161 5M ELECTRIC SUB (720)841-2615 MATTHEW MCCUTCHEAN 120174 ALL AMERICAN ACCESSIBILITY SUB (303)733-7586 TERRY LOOS 019016 TOPS HEATING & A/C SUB (720)635-9959 DANIEL WARD 160111 WARD HVAC & CONSTRUCTION, INC. *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2405 / BARTHS, COULEHAN GRANGE, WHEAT BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 42,000.00 FEES Total Valuation 0.00 Plan Review Fee 414.41 Use Tax 882.00 Permit Fee 637.55 ** TOTAL ** 11933.96 *** COMMENTS *** *** CONDITIONS *** All roughs to be done at Framing Inspection. Approved per plans and red -line notes on plans. Must comply with 2012 IRC, 2017 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. 1* � 4 41' PERMIT NO: JOB ADDRESS: JOB DESCRIPTION: City of Wheat Ridge Residential Remodel PERMIT - 202000113 202000113 6711 W 36th Ave Repairing the foundation of bard boiler heat registers, Square footage: 513 ISSUED: 06/08/2020 EXPIRES: 06/08/2021 exterior wall in sun room. Relocating two base relocating sink, bringing electrical to code. 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. 06/08/2020 Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City of Wh6a1LP,,,jdge COMMUNITY DEVELOPMENT SUBCONTRACTOR AUTHORIZATION FORM Mechanical Subcontractor This form must be completed & signed by the MECHANICAL SUBCONTRACTOR performing mechanical work on site. Subcontractor's insurance and license must be up to date prior to permit issuance. Project Address: iL General Contractor: toi tyist ' Company Name: WQ.t'J HVAC Contact Phone #: 720 - &?>S-- 9959 Wheat Ridge Contractor License #: 1601// (required field) 1 Vl\ wa CA - Prin ed Name of An orized Agent Signature of Authorized Agent Date i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE '_{ �. Inspection Type: � Job Address: T-1+ Permit Number: f' -2M ) 7-.j _ ❑ No one available for 'ns ction: Re -Inspection required: es No When corrections have been made, gchea http✓/www.ci, wheatridge.co. uslinspepctio Date: Insoec Time (01 S AM/PM online at; 41 CITY OF WHEAT RIDGE. Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: 'AA, ;If-- / �)p F ' / Job Address: -4 7L L -,v 3r, -Ave, Permit Number: zw Wil` 1:3 No one available for inspection: Time Q<�rmwpm Re -Inspection required: Yes No k, f - When corrections are complete, schedule re -inspection oniine.,' Date: /—Inspector: DO NOT REMOVE THIS NOTICE JM Climate Pro' Fiber Glass Blowing Wool Your home has been professionally insulated to provide superior thermal resistance. Homeowner's Name Date Address City State Zip RECORD OF INSTALLATION BLOWING WOOL * New Construction _I Retrofit Number of bags used 1 Area Insulated O sq. ft. Thickness of Insulation I // in. R -value of Insulation J If Retrofit: Depth of Previous Insulation Estimated R -value of Previous Installation Types of Previous Insulation in Attic BATTS AND ROLLS R -VALUE THICKNESS AREAINSULATED in. Ceilings i�in > Oc? sq. ft. in. 4* 3 -so sq. ft. 3c.o sq. ft. in. /eC, sq. ft. Floors n. sq. ft. n. sq. ft. CLIMATE PRO INSULATION, BAG WEIGHT - 28.5 LB_ MINIMUM --i-VALUE (hr•sq.ft.•"F/BTU) MINIMUM INSTALLED THICKNESS (in.) SETTLED THICKNESS (in.) BAGS PER 1,000 S0. FT. MAXIMUM NET COVERAGE (sq.ft./bag) MINIMUM WEIGHT (lbs./sq.ft.) To obtain all insulation Installed insulation should not be less Expected thickness after long-term settling Minimum number of bags 1,000 Contents of this bag The weight per sq. it. resistance (R) of than: per sq.ft. should not cover of installed insulation has occured of net area: more than: should not be less than: 11 4.3 4.3 4.8 209 0.150 13 5.0 5.0 5.7 176 0.179 19 7.2 7.2 8.4 118 0.266 22 8.3 8.3 9.9 101 0.310 26 9.7 9.7 11.8 85 0.371 30 11.1 11.1 13.7 73 0.432 38 13.8 13.8 17.7 56 0.559 44 15.7 15.7 20.8 48 0.656 49 17.3 17.3 23.5 43 0.739 60 20.7 20.7 29.5 34 0.928 _ __, __...._...... ..........y., ��.I "I'll, I - r-trlcrllUll rr lJIc111C111/11141111lesota.. Insulation Contractor Signatt Home Builder Signature Address �7/ Address Date v Phone Date Phone NZ17 Johns Manville - _ _ - - - _ v v v V . V V V .,,,., For more information. Ball 1-1100 654-3103. BIC -162 4/13 © 2013 Johns Manville. 717 17th Street. Denver. CO 80202 Maximize Your Investment Investing in closed -cell foam insulation is an important choice in building a sustainable home. Closed -cell spray foam insulation is one of the most advanced insulating materials available to the construction industry. The insulation is spray -applied and, when properly installed, forms an air seal that prevents leaks, minimizes noise, and improves building performance. Closed -cell spray foam is the perfect thermal and moisture management system for your new home. Why be concerned about moisture? Mold is an increasing concern with its evident health risks in the Gulf Coast Region and other areas with high levels of rain, flooding, and/or humidity. Most homebuyers assume that mold does not grow on conventional insulation material; this is a fairly true statement. However, it grows on the organic debris that becomes trapped in these products. There are four critical requirements for mold growth — available mold spores, available mold food, appropriate temperatures and "considerable" moisture. Of the four basic requirements for mold growth, moisture availability is by far the easiest mold growth requirement to control. Moisture Management Bayseal"' insulation is an important component in a moisture management system. Air infiltration and exhItration, within a structure, contributes to approximately 99% of moisture migration. Reducing air movement deters moisture accumulation so that mold growth is less likely to occur. Closed -cell spray foam insulation helps keep the indoor humidity at a level for which the growth of mildew and allergens can be minimized. Reducing moisture and controlling humidity can also add years to the life expectancy of a home. r1:oi: payee M.1111olScien All I'iohlz ies��ved. ,�`:u Maximize Your Investment Investing in closed -cell foam insulation is an important choice in building a sustainable home. Closed -cell spray foam insulation is one of the most advanced insulating materials available to the construction industry. The insulation is spray -applied and, when properly installed, forms an air seal that prevents leaks, minimizes noise, and improves building performance. Closed -cell spray foam is the perfect thermal and moisture management system for your new home. Why be concerned about moisture? Mold is an increasing concern with its evident health risks in the Gulf Coast Region and other areas with high levels of rain, flooding, and/or humidity. Most homebuyers assume that mold does not grow on conventional insulation material; this is a fairly true statement. However, it grows on the organic debris that becomes trapped in these products. There are four critical requirements for mold growth — available mold spores, available mold food, appropriate temperatures and "considerable" moisture. Of the four basic requirements for mold growth, moisture availability is by far the easiest mold growth requirement to control. Moisture Management Bayseal"' insulation is an important component in a moisture management system. Air infiltration and exhItration, within a structure, contributes to approximately 99% of moisture migration. Reducing air movement deters moisture accumulation so that mold growth is less likely to occur. Closed -cell spray foam insulation helps keep the indoor humidity at a level for which the growth of mildew and allergens can be minimized. Reducing moisture and controlling humidity can also add years to the life expectancy of a home. r1:oi: payee M.1111olScien All I'iohlz ies��ved. Closed -cell spray foam insulation provides exceptional aged R -value of 6.9 per inch, which results in heating and Cooling cost savings. Drafts are virtually eliminated so a more uniform indoor temperature is maintained. Bayseal'- doesn't settle or sag over tirne so you'll enjoy these savings for the life of your home. 'I.�f.tt �a l..t-yvt y'3� t.�.t"ilf`if_!fl(�)(((a("I I itlYitli'�,ip l`�ii' i.ttClf i':;1 r moves in and out ofa home through every hole, crack and seam, )proximately one third of air infiltrates through ceiling, walls and for openings. The Department of Energy reports that heating and oling (space conditioning) account for about 56% of the energy ed in the typical American home. yseal"''CC closed -cell insulation helps to maintain a comfortable loor climate while reducing energy consumption. The application rlinates unwanted air and heat exchange and decreases the ount of moist air that leaks through the house, reducing the !erse effects of mold and mildew growth on or inside walls I ceilings. ./ .N.j 6e,t. ` �i, t i_t="i. e an active role in the construction of your home by requesting seal"' closed -cell spray foam to insulate your most valuable _nt. Contact a Regional Representative today to learn how request Bayseal" through your builder or for a list of ,mmended spray foam insulation contractors in your area. 3-- MIX C ,asNoosie,ie sources ,_ FSC•C110794 L_ucar tsayseal"' Contractor : Areas of Air Movement Fans and vents 4% Doors Electrical 1 1 % outlets 2% DUCtS 15% Source: Department of Energy ht 1p://www l-ecre.ei)erg y,gov/consumer/tips/a ir_lea ks.11Im http://www.eere.energy.gov/consumer/your,_horne/space__heating_cooling/ince � :.ctmhnytopic=12300 2400 Spring Stuebnei IZd. Spring, TX 7%389 1 800 221 3626 Tel. 281 350 9000 Fax 281 288 6450 lA" Bayer v✓ww.Spf.bayem' a terialscience.coin '�2011 FJayer Maleri;'ISCieMe. All 6911ts reservw. 8SSS3 01112 /c� 3/S IV -3 3 "_/ A "� July 29, 2020 7612-0 0 0 573 Environmental Systems Design P.O. Box 1764 Loveland, CO 80539 Attn: Mr. Paul Zopff Ref: Schleicher Residence 10315 W. 33rd Ave Wheat Ridge, CO 80033 Dear Mr. Zopff, Residential Structural Engineers john arthur consulting, Inc. 4151 Mulligan St Longmont, CO 80504 Phone 303.833.5659 Email engineering@johnarthurconsulting.com Per your request for the above referenced project, our office performed a site visit to observe the structural wood and steel framing for the house remodel on 7/28/2020. It is the professional opinion of our office that the structural wood and steel framing for the above referenced project are in compliance with the general intent of plans prepared by our office dated, 2/26/2020, revised 4/6/2020. Exceptions to this letter of compliance include the following: New basement egress window and additional support -not installed as of 07/28/2020 New basement exterior door and foundation insulation -not installed as of 07/28/2020 Foundation wall crack repair -recommendations submitted to contractor 07/29/2020 This site visits and observations are not intended to be an exhaustive check or detailed inspection of the Contractor's work but rather are to allow the Consultant to become generally familiar with the Work in progress and to determine, in general, if the Work is proceeding in accordance with the Contract Documents. Based upon this general observation, the Consultant shall keep the Client informed about the progress of the Work and shall advise the Client about observed deficiencies in the Work. It is the Consultant's professional opinion to the best of its information, knowledge and belief, and does not constitute a warranty or guarantee by the Consultant. If you have any questions or need additional information, please contact our office at 303-833-5659 Respectfully, Stephen J. Schernecke, Jr, P.E. Colorado License No. 39388 President x,00 .1CF .�o�N S�CyF'� •: :w39388 m' o,�'A7/29/2020,•'�� mSS/ 4NA L E��\ Ste p h Digitally signed by en J Stephen J Schernecke k Schern Date: 2020.07.29 13:15:25 ecke J r _06,00 > > O cc c C cr ry w w Z Z o ui W C4 r tV cn V' �o 0 co O rn -4 �o N an r� crs V� ars A {m of ro c c Q v p - n1 +1 7 T O J err .� 2) co h ko O '- a m N C t V Ct C o: C o ,o = v, 1 I ' i+ to o m u o E >,o C o UJ CM oZ m vi _bF v) a 13, E1; ro � O a C: O Z fi V 9r C' C°' `6 (a .. 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Flashing, a drainage plane, and site grading to move water from the roof to the ground and then away Air infiltration Test 660 CFM50 (2.46 ACH50) from the home. Primary Insulation Levels: Water-resistant materials on below -grade walls and underneath slabs to Ceiling: R-50 Floor: R-50 reduce the potential for water entering into the home. Wall: R-23 Stab: R-10 Management of moisture levels in building materials during construction. Primary Window Efficiency. U -value: 0.3 SHGC:0.33 Heating, Cooling, and Ventilation Energy Efficient Lighting and System Appliances A high -efficiency heating, cooling system, and Energy efficient products to help reduce utility bills, ventilation system that is designed and installed for while providing high -!quality performance, optimal performance ENERGY STAR Qualified Lighting: 100%, Total Duct Leakage: Duct Leakage to Outdoors: 52 CFM @ 25Pa (Rough -In, with 52 CFM @ 25P3 (3.27 t 100 s.f.) ENERGY STAR Qualified Appliances and Fans: Air Handler) Refrigerators: 0 Dishwashers: 0 Primary Heating (System Type • Fuel Type • Efficiency): Ceiling Fans: 0 Exhaust Fans: 0 Furnace - Natural Gas - 96.6 AFUE Primary Water Neater (System Type - Fuel Type - Efficiency): Primary Cooling (System Type - Fuel Type - Efficiency): Water Heater - Natural Gas • 0.86 Energy Factor Air Conditioner • Electric . 13 SEER t This certificate provides a summary of the major anergy efficiency and other construction features that oontrinute to this home earning the ENEROY STAR. including is Horne Erkrgy Rating System ti-ff RS) score. as dwormnod through independent impe fioo and verilicafon Zero Energy Reference Existing perfunned by a trained professional The Hunris Energy Rating Syslern Is a nationally-rec 3gnsed Home Home Homes uniform measurement of the anergy efficiency of harms Note that when a hea contains multiple perfulmance levels for a pamcular feafure ie g - window efficiency or Insutatxm levels), the predominant value Is shown. Also homes may be /,4�Aps1 t 1rri\\ �1 t� `SIJ g LLLYYY��� oertified to earn the ENERGY STAR using a sampling protocol, vvhereby one horse is randomly selected from a set of homes for representative inspections testing. In the less G E -Ty Energy, and such cases, features found in each tame matin the set are Intended to meet or exceed the values presenied on mis COr"Cato. Trio actual ValuOS for your home may differ, but offer equivalent or bottor pertormance. T rus certificate was printed using Ekotrope1v TMS Home cror, xsx�en learn more at w .energystar.govnccmafeetaras 8 ":�o A i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: L) W,_5 x Job Address: 7Z/ 141 z,� f v -e, Permit Number: 2-e'e-0 0 C2 // -3 i ❑ No one available for inspection: Time Re -Inspection required: Yes CS When corrections have been made, schedule for re -inspection online at: h ttp ✓/www. ci. wheatridge. co. uslinspection Date: 30/ //?��Inspector: -S%U DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division {� (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: ra Z1/!/-' !s Permit Number: ZC7 Z ❑ No one available for inspection:_ Time 7.175- AM/ M Re -Inspection required: Yes rNo When corrections have been made, schedule for re -inspection online at: http✓/www.ci.wheatridge.co.us inspection Date: / Z e—c,�"CInspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE F. Building Inspection Division C'� (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: �/ l✓ 3 Permit Number: .® �o eVQ /l - 'A_ 9X71-1 . � G1 C". e— - 11 ems— r r± "' ❑ No one available for inspection: Time /4 -A/PM Re -Inspection required: /Yes No When corrections have been made, schedule for re -inspection online at: http://www. ci. wheatridge, co. us4nspection Date: �Z�' Inspector: 5r"� DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: - -�4._ Job Address: Permit Number: ❑ No one available for inspection: Tir4M-/PM Re -Inspection required: Ye§�� N When corrections have been http ✓/www. ci. wheatridge. co. u for re -inspection online at. i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: &t/ -S H ef— Job Address: 6 Z// Permit Number: -7-® Zp 690 //3 �,��/`f 74 f_so ' d ❑ No one available for inspection: Time ,5 /PM ��...�. . 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H NEW BEAM WITH HANGERS TO cn O mm �m0 Z00p 0 x o cn >m G) X6o3oFx G r O `r3 Li (C-1) LINDSEY RESIDENCE, 6711 West 36th Avenue Wheat Ridge, CO 80033 D to C° - Tl 303-514-0575 - ;: 6711 W 36th Ave, Wheat Ridge, CO 80033 Ckd ' Wheat Ridge a' NOTES BASED ON 2015 I.R.C. wft MAW" 132 t 8 Jul 2020 GENERAL NOTES: IT IS THE BUILDERS RESPONSIBILITY TO DICTATE METHODS OF CONSTRUCTION. THE BUILDER SHALL VERIFY ALL DIMENSIONS OF MANUFACTURED COMPONENTS AND RELATIONSHIPS BETWEEN MATERIALS OR COMPONENTS. THE BUILDER SHALL VERIFY EXISTING CONDITIONS AND DIMENSIONS SHOWN ON THE DRAWINGS INCLUDING ALL EXISTING GRADES AT THE SITE. THE ENGINEER SHALL BE NOTIFIED IN WRITING OF ANY DISCREPANCIES OR DEFICIENCIES IN THE DRAWINGS PRIOR TO CONSTRUCTION. FAILURE TO NOTIFY ENGINEER SHALL CONSTITUTE ACCEPTANCE BY THE BUILDER OF ALL RESPONSIBILITY. IF A DISCREPANCY ARISES BETWEEN THE DRAWINGS AND FIELD CONDITIONS, OR WHERE A DETAIL IS DOUBTFUL OFF INTERPRETATION, OR AN UNANTICIPATED FIELD CONDITION IS ENCOUNTERED, THE ENGINEER SHALL BE CALLED RIGHT AWAY FOR CORRECT PROCEDURE TO BE FOLLOWED. SUCH INSTRUCTIONS SHALL BE CONFIRMED IN WRITING AND DISTRIBUTED TO ALL AFFECTED PARTIES. WHERE EVER THERE IS A CONFLICT BETWEEN DETAILS AND SPECIFICATIONS, OR BETWEEN DETAILS, OR WHERE DOUBTFUL OF INTERPRETATION, THE MOST RESTRICTIVE SHALL GOVERN AS DETERMINED BY THE ENGINEER OF RECORD. THIS IS A CUSTOM DESIGN FOR A SPECIFIC SITE. THESE PLANS MAY NOT BE USED ON ANY OTHER SITE WITHOUT THE ENGINEER'S PRIOR WRITTEN APPROVAL. ANY CHANGES TO THESE PLANS WITHOUT PRIOR WRITTEN CONSENT BY THE ENGINEER SHALL CONSTITUTE ACCEPTANCE BY THE BUILDER AND OWNER OF SAID CHANGES. THE CONTRACTOR SHALL PROVIDE MECHANICAL AND ELECTRICAL ENGINEERING AS REQUIRED TO COMPLETE WORK AND FOR INTENDED PURPOSE. MECHANICAL CONTRACTORS SHALL VERIFY DIMENSIONS OF ALL NECESSARY FLUE CHASES, DUCTS, AND EQUIPMENT. THE ENGINEER SHALL BE CALLED AT LEAST 48 HOURS IN ADVANCE TO PERFORM ALL NECESSARY AND JURISDICTIONAL REQUIRED STRUCTURAL INSPECTIONS AFTER ALL MECHANICAL, ELECTRICAL, AND PLUMBING HAS BEEN INSTALLED PRIOR TO INSULATION OR OTHER COVERINGS. THE BUILDER/CONTRACTOR AND ALL SUBCONTRACTORS SHALL CONFORM TO ALL APPLICABLE BUILDING CODES. BUILDING CODE CRITERIA THE GENERAL STRUCTURAL DESIGN HAS BEEN CONDUCTED IN CONFORMANCE Page 1 of 12 6711 W 36th Ave, Wheat Ridge, CO 80033 WITH THE INTERNATIONAL RESIDENTIAL CODE (I.R.C.) 2015 EDITION AND 2015 CITY OF WHEAT RIDGE RESIDENTIAL CODE SUPPLEMENTS. CONCRETE: CONCRETE HAS BEEN DESIGNED AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE LATEST EDITIONS OF AMERICAN CONCRETE INSTITUTE BUILDING CODE, ACI 318, SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS, ACI 301, THE I.R.C. AND THE INTERNATIONAL BUILDING CODE (I.B.C.) 2015 EDITION. PROVIDE HOT OR COLD WEATHER PROTECTION PER ACI 305 AND 306. WOOD: NATIONAL DESIGN SPECIFICATIONS BY AMERICAN FOREST & PAPER ASSOCIATION/AMERICAN WOOD COUNCIL CURRENT EDITION AND THE I.R.C. 2015 EDITION. STEEL: AMERICAN INSTITUTE OF STEEL CONSTRUCTION (A.I.S.C.) MANUAL FOR STEEL CONSTRUCTION, 13TH EDITION. MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES BY AMERICAN SOCIETY OF CIVIL ENGINEERS (ASCE) 7-10, SECTION 301, 2015 I.R.C. AND SECTION 1605, 2015 I.B.C. DESIGN LOADS: ROOF LOADS: • SNOW LOAD: ROOF SNOW LOAD = 30 PSF AND GROUND SNOW LOAD = 30 PSF PER TABLE R301.2(1). • DEAD LOADS: 15 PSF. • MAXIMUM LIVE LOAD DEFLECTION — ROOF FRAMING SPAN LENGTH, L/360 • MAXIMUM TOTAL LOAD DEFLECTION — ROOF FRAMING SPAN LENGTH, L/240 WALL LOADS: • DEAD LOAD: 12 PSF FOR EXTERIOR WALLS, 10 PSF FOR INTERIOR WALLS, BRICK VENEER 48 PSF FLOOR LOADS: • LIVE LOADS: 40 PSF • DEAD LOADS: 15 PSF • MAXIMUM LIVE LOAD DEFLECTION — FLOOR FRAMING SPAN LENGTH, L/360 • MAXIMUM TOTAL LOAD DEFLECTION — FLOOR FRAMING SPAN LENGTH, L/240 WIND LOADS: • SIMPLIFIED WIND LOAD METHOD PER I.R.C. WIND SPEED: 135 MPH, ULTIMATE. EXPOSURE CATEGORY'C'. SEISMIC LOADS: • SIMPLIFIED ANALYSIS PROCEDURE. SEISMIC DESIGN CATEGORY'B' PER TABLE R301.2(1), 2015 CITY OF WHEAT RIDGE RESIDENTIAL CODE SUPPLEMENT. Page 2 of 12 6711 W 36th Ave, Wheat Ridge, CO 80033 FROST DEPTH: FROST LINE DEPTH: 36" PER TABLE R301.2(1), 2015 CITY OF WHEAT RIDGE RESIDENTIAL CODE SUPPLEMENT. STRUCTURAL STEEL NOTES: ALL STRUCTURAL STEEL SHALL CONFORM TO ASTM A36 EXCEPT WIDE FLANGE BEAMS WHICH SHALL CONFORM TO ASTM 992,(50 KSI) AND EXCEPT PIPE COLUMNS WHICH SHALL CONFORM TO ASTM A53, GRADE B, AND TUBE COLUMNS TO ASTM A500, GRADE B, AND CONFORM TO THE LATEST EDITION OF THE AISC STEEL MANUAL. STEEL SUPPLIER MAY PROVIDE ASTM A572, GRADE 50 AT HIS OPTION. MISCELLANEOUS EMBEDDED ITEMS AND PLATES SHALL BE A36 STEEL. ALL STRUCTURAL BOLTS SHALL BE A325N INSTALLED TO A MINIMUM SNUG TIGHT CONDITION. ALL ANCHOR BOLTS SHALL CONFORM TO ASTM A307 OR A36 THREADED RODS, UNLESS NOTED OTHERWISE. STRUCTURAL STEEL SHALL BE DETAILED AND FABRICATED IN ACCORDANCE WITH THE LATEST PROVISIONS OF AISC "MANUAL OF STEEL CONSTRUCTION." EXCEPT WHERE DETAILED OTHERWISE, CONNECTIONS ARE TO BE MADE WITH A325 N BOLTS AS INDICATED ON THE STRUCTURAL DRAWINGS. THE ENGINEER OF RECORD MUST APPROVE OF ALL CONNECTIONS NOT COMPLETELY DETAILED ON THE STRUCTURAL DRAWINGS AND FOR ANY PROPOSED ALTERNATE CONNECTION DETAILS. ALL WELDERS SHALL HAVE EVIDENCE OF PASSING THE AMERICAN WELDING SOCIETY STANDARD QUALIFICATIONS TESTS AS OUTLINED IN AWS-D1.I. MINIMUM WELDS TO BE PER AISC TABLE J2.4 BUT NOT LESS THAN 3/16" CONTINUOUS FILLET UNLESS NOTED OTHERWISE. PAINT ALL STRUCTURAL STEEL WITH ONE SHOP COARD PRIMER OVER CLEAN METAL. FOR ALL BEAM/COLUMN OR BEAM/BEAM CONNECTIONS, PROVIDE HORIZONTAL SHORT SLOTS IN CONNECTION MEMBER ONLY (WT -SECTIONS, ANGLES OR SHEAR PLATES). STEEL COLUMNS SHALL BE RESTRAINED TO PREVENT LATERAL DISPLACEMENT AT THE BOTTOM END PER SECTION R407.3, 2015 I.R.C. ALL STEEL COLUMNS ARE TO BE 3" DIAMETER MINIMUM, SCHEDULE 40 PIPE MANUFACTURED IN ACCORDANCE WITH ASTM A53 GRADE B OR APPROVED EQUIVALENT WITH 6" X BEAM WIDTH X 3/8" BEARING PLATE UNDER WOOD BEAMS, UNLESS NOTED OTHERWISE. THE TERMINOLOGY "CONTINUOUS" MEANS QUANTITY. PROVIDE THE NECESSARY JOINT DETAILS TO ALLOW FOR BUILDING MOVEMENTS. COORDINATE LOCATIONS Page 3 of 12 Gqr ae 6711 W 36th Ave, Wheat Ridge, CO 80033 wheat Rfdpe Amo WITH ARCHITECTURAL CONTROL AND EXPANSION JOINTS. PROVIDE TEMPORARY BRACING AND PRECAUTIONS NECESSARY TO COMPLY WITH ALL STEEL ERECTION STANDARDS AND TO WITHSTAND ALL CONSTRUCTION AND/OR LATERAL LOADS UNTIL ALL FIELD CONNECTIONS ARE COMPLETED AND PERMANENT LATERAL SYSTEMS AND DECKS ARE IN PLACE. STEEL FABRICATOR SHALL NOT RECEIVE ADDITIONAL COMPENSATION FOR SHOP DRAWING TIME FOR ANY REVISIONS TO ERECTION DRAWINGS NOR FOR ANY REVISIONS TO PIECE DRAWINGS PRIOR TO ENGINEER'S APPROVAL OF ERECTION DRAWINGS. FRAMING NOTES: ALL DIMENSION ARE TO ROUGH FRAME OR CONCRETE FACE UNLESS NOTED OTHERWISE. ALL GENERAL LUMBER SHALL BE HEM -FIR GRADE NO.2 OR BETTER, WITH A BASE MINIMUM ALLOWABLE EXTREME FIBER BENDING STRESS FOR MEMBERS (Fb) OF 850 PSI EXCLUDING ADJUSTMENT FACTORS FOR USE, SIZE, LOAD, DURATION, ENVIRONMENT, ETC., UNLESS OTHERWISE NOTED. STUDS SHALL BE STANDARD GRADE OR BETTER. DIMENSION LUMBER SHALL BE MARDED WITH A GRADE STAMP. ALL LUMBER IN CONTACT WITH CONCRETE SHALL BE ACQ TREATED TO 0.40 PCF. ALL DOUG -FIR LUMBER SHALL BE GRADE NO. 2 OR BETTER, WITH A BASE MINIMUM ALLOWABLE EXTREME FIBER BENDING STRESS FOR MEMBERS (Fb) OF 900 PSI EXCLUDING ADJUSTMENT FACTORS FOR USE, SIZE, LOAD, DURATION, ENVIRONMENT, ETC., UNLESS OTHERWISE NOTED. LUL BEAMS SHALL BE MICRO -LAMS AS MANUFACTURED BY TRUSS JOIST CORP OR EQUAL WITH Fb 2600 PSI, Fv 285 PSI, E 1900 KSI TO BE INSTALLED PER MANUFACTURER'S REQUIREMENTS. WOOD STRUCTURAL MEMBERS SHALL NOT BE CUT, BORED, OR NOTCHED, EXCEPT AS PERMITTED BY I.R.C. R502.8, R602.6, AND R802.7. FLOOR ASSEMBLIES SHALL BE PROVIDED WITH A 1/2 -INCH GYPSUM WALLBOARD MEMBRANE, 5/8 -INCH WOOD STRUCTURAL PANEL MEMBRANE, OR EQUIVALENT ON THE UNDER UNDERSIDE OF THE FLOOR FRAMING MEMBER UNLESS LOCATED OVER A SPACE PROTECTED BY AUTOMATIC SPRINKLER SYSTEM PER SECTION P2904, NFPA 13D, OR OVER CRAWL SPACE NOT INTENDED FOR STORAGE OR FUEL FIRED APPLIANCES OR USING MINIMUM 2X10 DIMENSION LUMBER PER SECTION R302.13, 2015 I.R.C. UP TO 80 SQUARE FEET AGGREGATE AREA PER STORY MAY BE UNPROTECTED IF SEPARATED FROM THE ASSEMBLY WITH FIRE BLOCKING PER SECTION R302.11.1, 2015 I.R.C. Page 4 of 12 6711 W 36th Ave, Wheat Ridge, CO 80033 Q Im ALL MULTI -PLY BEAMS SHALL BE GLUED, NAILED AND/OR BOLTED AS PER MANUFACTURER'S RECOMMENDATIONS OR AS NOTED ON PLANS. FOR 2 -PLY SAWN LUMBER, USE (2) ROWS OF l OD NAILS @ 16" OC. USE 16D NAILING BOTH SIDES FOR 3 OR 4 PLYS. ALL MULTI -SPAN BEAM SPLICES TO OCCUR OVER POSTS OR BEARING POINTS. DO NOT BREAK BEAM PLIES MID -SPAN. THE NUMBER OF JACK AND KING STUDS INSTALLED ON EACH SIDE OF A HEADER SHALL COMPLY WITH TABLE R602.7. KING, JACK, AND CRIPPLE STUDS SHALL BE OF THE SAME DIMENSION AND THICKNESS AS THE ADJACENT WALLS STUDS. HEADERS SHALL BE CONNECTED TO THE KING STUDS IN ACCORDANCE WITH TABLE R602.3. CARRY ALL POINT LOADS CONTINUOUS TO THICKENED SLAB, CONCRETE PAD, OR FOOTING FOUNDATION DESIGNED TO CARRY LOADS. PROVIDE "SOLID STUDS" OR 2 MINIMUM GANGED STUDS IN WALLS AT BEAM BEARINGS AS SHOWN, CONTINUOUS THROUGH SOLID BLOCKING IN FLOORS. ALL STAIR STRINGERS TO BE 2X 12 DF #2 OR BETTER AT 12" ON CENTER, WITH STRINGERS SECURED TO FLOOR FRAMING WITH SIMPSON CS20 STRAPPING MINIMUM 9" END LENGTH WITH (16) 8D X 2-1/2" FASTENERS, UNLESS NOTES OTHERWISE ON THE PLANS. ALL EXTERIOR WALLS ARE 2X6 WOOD STUDS AT 16" ON CENTER UNLESS OTHERWISE NOTED ON THE PLANS. ALL EXTERIOR WALLS TO BE PLATFORM FRAMED TO BOTTOM OF JOIST, RAFTERS OR TRUSS WITH DOUBLE TOP PLATE AND SINGLE BOTTOM PLATE. WALLS OVER 10' UNSUPPORTED HEIGHT SHALL HAVE MIDSPAN BLOCKING. WALLS OVER 14' UNSUPPORTED HEIGHT SHALL BE 2X6 AT 16" ON CENTER WITH LVL KING STUDS AT HEADERS. ALL INTERIOR WALLS ARE 2X4 WOOD OR METAL STUDS AT 16" ON CENTER UNLESS OTHERWISE NOTED ON PLANS. INTERIOR BEARING WALLS TO BE FRAMED WITH DOUBLE TOP PLATE AND SINGLE BOTTOM PLATE. NON-BEARING WALLS OVER 14', BUT LESS THAN 20' UNSUPPORTED HEIGHT SHALL BE 2X6 LSL STUDS AT 16" ON CENTER. RECOMMEND USING LSL STUDS AT ALL WALL WHERE CABINETRY WILL BE INSTALLED. INSTALL BACKING/BLOCKING AT ALL LOCATIONS NECESSARY FOR MOUNTING CABINETS, SHELVING, HARDWARE, GRAB BARS, ETC. INCLUDING KITCHEN, BATHROOMS, CLOSETS, ETC. ALL OPENINGS IN EXTERIOR WALLS (DOORS, WINDOWS, ETC.) SHALL HAVE MINIMUM HEADERS OF TWO (2) 2X8'S FOR SPANS UP TO 3'-8", TWO (2) 2XIO'S FOR SPANS UP TO 4'-5", TWO (2) 2XITS FOR SPANS UP TO 5'-2", THREE (3) 2X10'S FOR SPANS UP TO 5'-7", OR THREE (3) 2X12'S FOR SPANS UP TO 6'-5" WITH WOOD SHEATHING SPACERS, UNLESS NOTED OTHERWISE. INSULATE HOLLOW PORTIONS OF HEADERS. PROVIDE A MINIMUM (1) 2X POST UNDER HEADERS LESS THAN 4' AND Page 5 of 12 CMy d 6711 W 36th Ave, Wheat Ridge, CO 80033 Wheat Ridge sum o A MINIMUM (2) 2X POSTS UNDER HEADER GREATER THAN 4' BUT LESS THAN 5'-2 AND A MINIMUM (3) 2X POSTS UNDER HEADERS GREATER THAN 5'-2". INTERIOR BEARING WALL OPENINGS SHALL HAVE MINIMUM HEADERS OF TWO (2) 2X8'S FOR SPANS UP TO 4'-5", TWO (2) 2X10'S FOR SPANS UP TO 5'-5", TWO (2) 2X12'S FOR SPANS UP TO 6'-3", THREE (3) 2X10'S FOR SPANS UP TO 6'-9", OR THREE (3) 2X12'S FOR SPANS UP TO 7'-10" WITH WOOD SHEATHING SPACERS, UNLESS NOTED OTHERWISE. PROVIDE A MINIMUM (1) 2X POST UNDER HEADERS LESS THAN 4' AND A MINIMUM (2) 2X POSTS UNDER HEADER GREATER THAN 4' BUT LESS THAN 6', AND A MINIMUM (3) 2X POSTS UNDER HEADERS GREATER THAN 6'. 16" ON CENTER FRAMED FLOORS SHALL BE 3/4" T&G, APA RATED 48/24 GLUED AND NAILED. USE CONSTRUCTION ADHESIVE MEETING ASTM D 3498 (AFG-01) WITH MINIMUM DRY STRENGTH OF 350 PSI. AREAS RECEIVING TILE SHALL HAVE AN ADDITIONAL CEMENTIOUS BACKER UNIT UNDERLAYMENT FASTENED OVER THE SHEATHING PER TCA F 151. WALL SHEATHING SHALL BE 7/16" O.S.B. 24/16 APA RATED PER TYPICAL WALL SECTION. PROVIDE FULL SHEATHING AT ALL LEVELS UNLESS OTHERWISE NOTED FOR SWAY BRACING PER SECTION R602.10,2015 I.R.C. ALL EXTERIOR WALL SHEATHING SHOULD SPAN OVER FLOOR SYSTEM TO WALL ABOVE OR BELOW WHERE POSSIBLE WITH HORIZONTAL BLOCKING AT SEAMS AS NOTED. PROVIDE INTERIOR WALLS WITH/2"X4'-O" WIDE GYP BOARD EACH SIDE OF WALL, AND FASTEN WITH 1-1/4" TYPE `W' OR 1-1/2" `S' SCREWS AT 7" OC MAXIMUM (NO BLOCKING REQUIRED) FOR SHEAR, UNLESS OTHERWISE NOTED. PROVIDE IRC APPROVED JOIST HANGERS AT ALL "FLUSH FRAME" CONDITIONS AND AS DEPICTED ON FRAMING PLANS. PROVIDE ANY OTHER POST BASES, MULTIPLE JOIST HANGERS, AND BEAM CONNECTORS AS REQUIRED. INSTALL WITH NUMBER AND TYPE OF NAILS RECOMMENDED BY MANUFACTURER. FIRE BLOCKS ARE REQUIRED WITHIN STUD WALLS HORIZONTALLY AND VERTICALLY AT 10' INTERVALS AND AT THE FLOOR AND CEILING. FIRE BLOCKING IS ALSO REQUIRED AT FLOOR AND CEILING PENETRATIONS AROUND VENTS, PIPES, DUCTS, CABLES, WIRES, ETC., THE INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES (SOFFITS), BETWEEN STAIRS STRINGERS AT THE TOP AND BOTTOM OF RUN, AND THE SPACES BETWEEN CHIMNEY CHASES AND FLOORS, CEILINGS, AND ATTIC SPACES. FIRE BLOCK MATERIAL MAY BE 2" NOMINAL LUMBER, %2" GYPSUM BOARD, ETC. PER SECTION R302.11.1, 2015 I.R.C. FRAMER RESPONSIBLE FOR REQUIRED PLUMBING AND HEATING, RUNS AND CHASES. REQUIRED MINIMUM NAILING SCHEDULE: (SEE I.R.C. TABLE R602.3(1)) NAILS SHALL BE COMMON AND COMPLY WITH ASTM F 1667 (81) COMMON — 2.5" X 0.131 ", l OD COMMON — 3" X 0.148", 16D COMMON — 3" X 0.162") STUD TO PLATES........................................TOENAIL 4-81) OR END NAIL 2-16D. Page 6 of 12 6711 W 36th Ave, Wheat Ridge, CO 80033 ROOF BLOCKING.......................................TOENAIL 3-81). DOUBLE TOP PLATES................................FACE NAIL 1-101) STAGGERED 16" OC. DOUBLE TOP PLATES LAP SPLICE ......... FACE NAIL 8-16D IN 24" LAPPED AREA. DOUBLE STUDS..........................................FACE NAIL 2-I0D 24" OC. CORNER STUDS AND ANGLES...............1-16D COMMON 24" OC. RIM JOIST TO SILL.....................................TOENAIL 1-10D 6" OC. JOIST TO SILL OR GIRDERS .....................TOENAIL 3-81). DOUBLE SOLE PLATES TOGETHER ....... FACE NAIL 1 -IOD STAGGERED 8" OC. BRIDGING TO JOIST..................................TOENAIL 2-81) AT EACH END SHEATHING TO RAFTERS/TRUSSES...... FACE NAIL 8D 12" OC FIELD, 6" OC EDGE SHEATHING 48" AT ROOF EDGES ........... FACE NAIL 8D 4" OC SHEATHING TO STUDS.............................FACE NAIL 8D 12" OC FIELD, 6" OC EDGE PROVIDE BLOCKING AT HORIZONTAL JOINTS. NAILS OR OTHER APPROVED SHEATHING CONNECTORS SHALL BE DRIVEN FLUSH BUT SHALL NOT BREAK THE SURFACE OF THE SHEATHING. ROOF NOTES: DISCHARGE ROOF DOWNSPOUTS AND ALL OTHER WATER COLLECTION SYSTEMS WELL BEYOND THE LIMITS OF THE BACKFILL, A MINIMUM OF 5 FEET. FLOOR PLAN NOTES: SAFETY GLAZING SHALL BE PROVIDED IN ALL FIXED AND OPERABLE PANELS OF SWINGING, SLIDING AND BIFOLD DOORS AS PER SECTION R308.4.1,2015 I.R.C. SAFETY GLAZING SHALL BE PROVIDED IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24" ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60" ABOVE THE FLOOR OR WALKING SURFACE AS PER SECTION R308.4.2,2015 I.R.C. SAFETY GLAZING SHALL BE PROVIDED IN AN INDIVIDUAL FIXED OR OPERABLE PANEL THAT HAS AN EXPOSED AREA OF AN INDIVIDUAL PANE LARGER THAN 9 S.F. AND WHOSE BOTTOM EDGE IS LESS THAN 18" ABOVE THE FLOOR, AND WHOSE TOP EDGE IS GREATER THAN 36" ABOVE THE FLOOR AND IS WITHIN 36" HORIZONTALLY OF ONE OR MORE WALKING SURFACES MUST BE SAFETY GLASS AS PER SECTION R308.4.3, 2015 I.R.C. SAFETY GLAZING SHALL BE PROVIDED IN RAILINGS REGARDLESS OF AREA OR HEIGHT ABOVE A WALKING SURFACE AS PER SECTION R308.4.4,2015 I.R.C. Cay d Wheat Ridge ivism suNdkV t SAFETY GLAZING SHALL BE PROVIDED FOR FENCES, ENCLOSURES FOR AND WALLS ADJACENT TO WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS AND SHOWERS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60" ABOVE AND STANDING OR WALKING SURFACE AS PER SECTION R308.4.5,2015 I.R.C. Page 7 of 12 6711 W 36th Ave, Wheat Ridge, CO 80033 SAFETY GLAZING SHALL BE PROVIDED ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36" HORIZONTALLY OF THE WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLAZING IS LESS THAN 36" ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE AS PER SECTION R308.4.6,2015 I.R.C. INSTALL GYPSUM WALL BOARD, CEMENT, FIBER -CEMENT, AND GLASS MAT GYPSUM BACKERS PER 702.3 THROUGH 702.4.2, 2015 I.R.C. PROVIDE A MECHANICALLY OPERATED EXHAUST SYSTEM TO THE EXTERIOR (50 CFM INTERMITTENT OR 20 CFM CONTINUOUS) IN ALL BATHROOMS, WATER CLOSET COMPARTMENTS, AND SIMILAR ROOMS WHOSE OPERABLE EXTERIOR OPENINGS ARE ONE HALF OF 3 SQ. FT. PER SECTION R303.3,2015 I.R.C. WHERE THE AIR INFILTRATION RATE OF A DWELLING UNIT IS LESS THAN 5 AIR CHANGES PER HOUR WHEN TESTED WITH A BLOWER DOOR AT A PRESSURE OF 0.2 INCH W.C. IN ACCORDANCE WITH SECTION N1102.4.1.2, THE DWELLING UNIT SHALL BE PROVIDED WITH WHOLE -HOUSE MECHANICAL VENTILATION IN ACCORDANCE WITH SECTION R303.4 I.R.C. RANGE HOODS SHALL DISCHARGE TO THE OUTDOORS THROUGH AN AIR -TIGHT, SMOOTH WALL, SINGLE-WALL DUCT, EQUIPPED WITH A BACK -DRAFT DAMPER, INDEPENDENT OF ALL OTHER EXHAUST SYSTEMS. EXHAUST HOOD SYSTEMS CAPABLE OF EXHAUSTING IN EXCESS OF 400 CFM SHALL BE PROVIDED WITH MAKEUP AIR AT A RATE APPROXIMATELY EQUAL TO THE EXHAUST RATE. SUCH MAKEUP AIR SYSTEMS SHALL BE EQUIPPED WITH A MEANS OF CLOSURE AND SHALL OPERATE SIMULTANEOUSLY AND AUTOMATICALLY WITH THE EXHAUST SYSTEM PER SECTION M1503.4 I.R.C. TOILETS SHOULD BE 1.28 GALLONS PER FLUSH AND SHOWER HEADS SHOULD BE 2.5 GPM. FIRE -RATED GYPSUM BOARD SHALL BE APPLIED AT ALL NECESSARY LOCATIONS TO COMPLY WITH SECTION R302 I.R.C. AND LOCAL BUILDING CODES. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE 1/2" GYPSUM BOARD ON WALLS, UNDER STAIR SURFACE AND SOFFITS PER SECTION R302.7,2015 I.R.C. BASEMENTS, HABITABLE ATTICS, AND EVERY SLEEPING ROOM SHALL HAVE AT LEAST ONE OPENABLE EMERGENCY ESCAPE AND RESCUE OPENING WITH A SILL HEIGHT OF NOT MORE THAN 44" (MEASURED FROM THE FINISHED FLOOR TO THE BOTTOM OF THE CLEAR OPENING), A MINIMUM NET CLEAR OPENING OF 5.7 SQUARE FEET (MIN 5.0 SQUARE FEET AT GRADE OR BELOW GRADE), A MINIMUM OPENING HEIGHT OF 24", AND A MINIMUM OPENING WIDTH OF 20" PER SECTION R310,2015 I.R.C. STAIRS AND STAIR RAILINGS SHALL COMPLY WITH SECTIONS R311 AND R312,2015 I.R.C. ALL HANDRAILS AND GUARDRAILS SHALL BE 34" TO 38" ABOVE THE FLOOR. Page 8 of 12 Gley of 6711 W 36th Ave, Wheat Ridge, CO 80033 Wheat Ripe ALL BALUSTERS SHALL NOT ALLOW PASSAGE OF A SPHERE 4" (4-3/8" ON OPI SIDES OF STAIRS) OR GREATER IN DIAMETER. THERE SHALL BE A FLOOR OR LANDING ON EACH SIDE OF EACH EXTERIOR DOOR. LANDINGS OR FINISHED FLOORS SHALL NOT BE MORE THAN 1.5" LOWER THAN THE TOP OF THE THRESHOLD EXCEPT ON THE EXTERIOR SIDE SHALL NOT BE MORE THAN 7-3/4" LOWER THAN THE TOP OF THE THRESHOLD PER SECTION R311, 2015 I.R.C. OPENINGS FROM THE GARAGE INTO THE DWELLING SHALL HAVE A 1-3/8" THICK SOLID WOOD DOOR, 1-3/8" SOLID OR HONEYCOMBED -CORE STEEL DOOR, OR 20 - MINUTE FIRE -RATED DOOR EQUIPPED WITH A SELF CLOSING DEVICE. OPENINGS SHALL NOT OPEN DIRECTLY INTO A ROOM USED FOR SLEEPING. CEILING HEIGHTS FOR HABITABLE SPACES, HALLWAYS, BATHROOMS, TOILET ROOMS, LAUNDRY ROOMS, AND PORTIONS OF BASEMENTS CONTAINING THESE SPACES SHALL BE AT LEAST 7 FEET MEASURED FROM THE FINISHED FLOOR TO THE LOWEST PROJECTION OF THE CEILING. PORTIONS OF BASEMENTS CONTAINING NON -HABITABLE SPACE MAY HAVE A CEILING HEIGHT OF 6 FEET -8 INCHES WITH CLEARANCE BELOW BEAMS AND DUCTS OF 6 FEET -4 INCHES. BATHROOMS MUST HAVE A CEILING HEIGHT OF 6 FEET -8 INCHES AT THE FIXTURE FRONT CLEARANCE AREA AND OVER THE FIXTURE PER SECTION R305.1, 2015 I.R.C. ALL DIMENSIONS ARE TO FACE OF STRUCTURE AND ROUGH OPENINGS. ELECTRICAL NOTES: INSTALL ALL ELECTRICAL PER THE 2017 NEC. All 125 -VOLT, SINGLE-PHASE, 15- AND 20 -AMPERE BRANCH CIRCUITS SUPPLYING RECEPTACLES IN BATH ROOM(S), GARAGE(S), OUTDOORS, CRAWL SPACES, UNFINISHED BASEMENT(S), KITCHEN(S) FOR COUNTER SERVICE, WITHIN 6' OF ANY SINK, LAUNDRY AREAS, AND UTILITY AREAS SHALL BE GFCI PROTECTED PER 210.8(A) THROUGH (D), 2014 NEC. ALL 125 -VOLT, SINGLE-PHASE, 15- AND 20 -AMPERE BRANCH CIRCUITS SUPPLYING RECEPTACLES INSTALLED IN DWELLING UNIT KITCHENS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, LAUNDRY AREAS, OR SIMILAR ROOMS OR AREAS SHALL BE PROTECTED BY A LISTED ARC -FAULT CIRCUIT INTERRUPTER, COMBINATION -TYPE INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUIT PER 210.12(A)(1) THROUGH (6), 2014 NEC. IN EACH ATTACHED AND DETACHED GARAGE WITH ELECTRIC POWER, AT LEAST ONE RECEPTACLE SHALL BE INSTALLED FOR EACH CAR SPACE. THIS BRANCH CIRCUIT SHALL NOT SUPPLY OUTLETS OUTSIDE THE GARAGE PER 210.52(l),2014 NEC. All RECEPTACLES IN GARAGE(S) SHALL BE MINIMUM 18" ABOVE FLOOR. Page 9 of 12 6711 W 36th Ave, Wheat Ridge, CO 80033 C Wheat Ridge Ndkq UL 217 LISTED AND LABELED SMOKE DETECTORS SHALL BE LOCATED IN EACrn SLEEPING ROOM, OUTSIDE EACH SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS, ON EACH STORY OF THE DWELLING INCLUDING BASEMENTS, BUT NOT INCLUDING CRAWL SPACES OR UNINHABITABLE ATTICS AND INTERCONNECTED WITH BATTERY BACK UP PER NFPA 72 AND SECTION R314,2015 I.R.C. UL 2034 LISTED AND LABELED CARBON MONOXIDE ALARMS SHALL BE INSTALLED IN DWELLING UNITS WHEN THE DWELLING UNIT CONTAINS A FUEL -FIRED APPLIANCE OR HAS AN ATTACHED GARAGE WITH OPENING TO DWELLING UNIT PER SECTION R315,2015 I.R.C. CARBON MONOXIDE DETECTORS SHALL BE INSTALLED OUTSIDE EACH SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS. WHERE A FUEL -BURNING APPLIANCE IS LOCATED WITHIN A BEDROOM, OR ITS ATTACHED BATHROOM, A CARBON MONOXIDE ALARM SHALL BE INSTALLED WITHIN THE BEDROOM. UL LISTED 2075 CARBON MONOXIDE DETECTION SYSTEMS IN LIEU OF ALARMS ARE PERMITTED PER NFPA 720, AND SECTION R315.6, 2015 I.R.C. MAIN ELECTRICAL PANEL TO BE VERIFIED AS SUFFICIENT FOR ADDITIONAL CIRCUITS BY ELECTRICIAN. COLD WATER PIPING AND GROUND ROD GROUNDING ELECTRODES SHALL BE SHALL BE CONFIRMED AS PRESENT AND ADEQUATE BY ELECTRICIAN. ELEVATION NOTES: CONTRACTOR TO PROVIDE FLASHING AND/OR CAULKING AS PER MANUFACTURERS SPECIFICATIONS AT ALL DOORS AND WINDOWS. CONTRACTOR TO PROVIDE MEMBRANE FLASHING (6") AROUND WINDOW OPENINGS. CONTRACTOR SHALL PROVIDE CONTINUOUS MEMBRANE FLASHING OVER ALL EXPOSED BUILT-UP BEAMS. CONTRACTOR TO PROVIDE WEATHER BARRIER BETWEEN SIDING AND SHEATHING, AND INSTALL PER MANUFACTURER'S RECOMMENDATIONS. CONTRACTOR TO PROVIDE FLASHING, CAULKING OR OTHER MEANS NECESSARY TO PREVENT MOISTURE PENETRATION AT ALL MATERIAL TRANSITIONS. CLEARANCE FROM GROUND TO SIDING SHALL COMPLY WITH SECTION R317 OF THE 2015 I.R.C. AND ALL LOCAL AMENDMENTS. ENGINEER RECOMMENDS TO BACK -PRIME AND PRIME CUT EDGES OF TRIM MATERIAL. SECTION NOTES: Page 10 of 12 a4+ at 6711 W 36th Ave, Wheat Ridge, CO 80033 Wheat Ridge owison w" THE FOLLOWING SHALL BE CAULKED, GASKETED, WEATHERSTRIPPED, FOAM SEALED OR OTHERWISE SEALED WITH AN AIR BARRIER MATERIAL, SUITABLE FILM OR SOLID MATERIAL PRIOR TO INSULATION: • ALL JOINTS, SEAMS, AND PENETRATIONS IN FRAMING/BUILDING ENVELOPE • SITE -BUILT WINDOWS, DOORS, SKYLIGHTS • OPENINGS BETWEEN WINDOW AND DOOR ASSEMBLIES AND THEIR RESPECTIVE JAMBS AND FRAMING • UTILITY PENETRATIONS • DROPPED CEILINGS OR CHASES ADJACENT TO THE THERMAL ENVELOPE • KNEE WALLS • WALLS AND CEILINGS OR CHASES SEPARATING THE GARAGES FROM CONDITIONED SPACES • BEHIND TUBS AND SHOWERS ON EXTERIOR WALLS • COMMON WALLS BETWEEN DWELLING UNITS • ATTIC ACCESS OPENINGS • RIM JOIST JUNCTIONS • OTHER SOURCES OF INFILTRATION INCLUDING TOP PLATES, BOTTOM PLATES, STUDS, AND SHEATHING. ALL EXTERIOR WALLS SHALL HAVE A MINIMUM OF R-20 INSULATION. ROOF/CEILING SHALL HAVE A MINIMUM OF R-49 INSULATION. WHERE THE AREA IS LESS THAN 500 SQ. FT. OR 20% OF TOTAL INSULATED AREA, THE INSULATION R - VALUE MAY BE REDUCED TO R-30. FLOORS OVER UNHEATED AREAS SHALL HAVE A MINIMUM OF R-30 INSULATION. THESE REQUIREMENTS ASSURE COMPLIANCE WITH THE INTERNATIONAL ENERGY CONSERVATION CODE. UNDER SLAB INSULATION SHALL COMPLY WITH ASTM C578. ALL INTERIOR SPRAY FOAM TO BE 1.9 POUND DENSITY OR GREATER FREE RISE, CLOSED CELL MATERIAL WITH A VAPOR PERMEANCE EQUAL OR LESS THAN 0.8 PERMAN AND A MINIMUM R VALUE OF 6.9 AGED PER INCH. ALL EXTERIOR FRAMED WALLS WITH SPRAY FOAM SHALL HAVE A MINIMUM OF 2.75 INCHES, R-20 SPRAY FOAM INSULATION. ROOF/CEILING SHALL BE MINIMUM OF 5.5 INCHES R-38 INSULATION. THESE REQUIREMENTS ASSURE COMPLIANCE WITH THE INTERNATIONAL ENERGY CONSERVATION CODE. ALL EXTERIOR FRAMED RIMS SHALL HAVE A MINIMUM OF 3.0 INCHES, R-20 SPRAY FOAM INSULATION. PER SECTION R316.5.11 FOAM PLASTIC DOES NOT REQUIRE A THERMAL BARRIER AS LONG AS THE THICKNESS IS LESS THAN 3-1/4", THE DENSITY IS BETWEEN 0.5 AND 2.0 PCF, AND THE FOAM PLASTIC SHALL HAVE A FLAME SPREAD INDEX OF 25 OR LESS, AND A SMOKE DEVELOPMENT INDEX OF 450 OR LESS WHEN TESTED IN ACCORDANCE WITH ASTM E 84 OR UL 723. THESE REQUIREMENTS ASSURE COMPLIANCE WITH THE INTERNATIONAL RESIDENTIAL CODE AND THE INTERNATIONAL ENERGY CONSERVATION CODE. RIGID FOAM INSULATION INSIDE THE BUILDING ENVELOPE MUST BE AND Page 11 of 12 6711 W 36th Ave, Wheat Ridge, CO 80033 COVERED WITH AN APPROVED THERMAL BARRIER FOLLOWING NFPA 275, UNLESS SPECIFICALLY APPROVED PER NFPA 286 WITH THE ACCEPTANCE CRITERIA OF I.R.C. SECTION R302.9.4, FM4880, UL 1040, OR UL 1715 OR FIRE TESTS RELATED TO ACTUAL END-USE CONFIGURATION. CONTRACTOR MAY USE AN IGNITION RESISTIVE PAINT OR THER APPROVED COATING PER SECTION R316.6 2015 I.R.C. PROVIDE ADEQUATE ATTIC AND ENCLOSED RAFTER SPACE CROSS VENTILATION FOR EACH SEPARATE SPACE PER SECTION R806,2015 I.R.C. PROTECT AGAINST THE ENTRANCE OF RAIN AND SNOW. VENTILATION OPENINGS SHALL BE 1/16" MIN AND 1/4" MAX, OR BE PROVIDED WITH CORROSION -RESISTANT WIRE MESH, 1/8" TO '/a" OPENINGS. MINIMUM NET FREE VENTILATING AREA SHALL NOT BE LESS THAN 1/150 OF THE AREA OF THE SPACE VENTILATED THOUGH MAY BE REDUCED TO 1/300 PER R806.2. UNVENTED ATTIC ASSEMBLY (SPACE BETWEEN THE CEILING JOISTS AND THE TOP OF THE TOP STORY AND ROOF RAFTERS) SHALL BE PERMITTED PER SECTION R806.5, 2015 I.R.C. ALL DUCTWORK OUTSIDE THE BUILDING ENVELOPE SHALL BE INSULATED TO A MINIMUM OF R-8 IN ATTICS, AND R-6 IN OTHER PORTIONS OF THE BUILDING PER SECTION N1103.3, 2015 I.R.C. ALL DUCTWORK SHALL BE SEALED PER SECTION N1103.3.2 AND M1601.4.1, 2015 I.R.C. AS APPLICABLE AND VERIFIED AS SEALED PER SECTION N1103.3.3, 2015 I.R.C. MILLWORK NOTES: CABINETRY SHOWN IS A CONCEPTUAL DEPICTION. ACTUAL FINAL CABINET DESIGN AND LAYOUT SHALL BE BY THE DESIGNER OR THE CABINET SUPPLIER AND COORDINATED WITH THE BUILDER, OWNER, AND ACTUAL FIELD DIMENSIONED. T Page 12 of 12 CITY OF WHEAT RIDGE - 3� Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: G c 1 /t'I r- / 6c Job Address: 7/O 6,Ll -7 6 !_4 ve. Permit Number: Ce c? ❑ No one available for inspection: Time Re -Inspection required:es No When corrections have been made, schedule for re -inspection online at: http:Owww.ci. wheatridge.co. usrnspection Date: I/ 2ula Inspector: -5/ DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: /X/_. Re ./ Job Address: Z& L,f / 4,4 lie.... Permit Number: er-7 0 // P" cXV C79 ef— * / r p"-- �' 4P P ❑ No one available for inspection: Time PM Re -Inspection required: cls' No When corrections have been made, schedule for re -inspection online at: httpJlwww.ci. wheatridge.co. ueinspection Date: % ®lea Inspector: 5-11-0 DO NOT REMOVE THIS NOTICE I i CITY OF WHEAT RIDGE �9�Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: O D"` Job Address: a�.� Permit Number: 2 ®,r? A i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: F00 T Pu c, / Job Address: 6 %/1 Gv 3i� �! 4At, e Permit Number: 2.42!.0 0 p /,/ 3 ❑ No one available for inspection: Time%L / M Re -Inspection required: No 0 1,P When � ''When corrections have been made, schedule for re -inspection online at: httpYlwww,ci,wheatridge,co,us inspection Date: Z3 Zo?� Inspector: �/ DO NOT REMOVE THIS NOTICE PERMIT NO: JOB ADDRESS: JOB DESCRIPTION: City of Wheat Residential Remodel PERMIT - 202000113 202000113 ISSUED: 06/08/2020 6711 W 36th Ave EXPIRES: 06/08/2021 Repairing the foundation of exterior wall in sun room. Relocating two base bard boiler heat registers, relocating sink, bringing electrical, to code. Square footage: 513 *** CONTACTS *** OWNER (303)514-0575 LINDSEY KENNETH A GC (720)981-4269 TOBY HERTEL SUB (303)944-6487 PAUL MILLER SUB (720)841-2615 MATTHEW MCCUTCHEAN SUB (303)733-7586 TERRY LOOS 022274 AAA HOME IMPROVEMENTS 110161 5M ELECTRIC 120174 ALL AMERICAN ACCESSIBILITY 019016 TOPS HEATING & A/C *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2405 / BARTHS, COULEHAN GRANGE, WHEAT BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 42,000.00 FEES Total Valuation 0.00 Plan Review Fee 414.41 Use Tax 882.00 Permit Fee 637.55 ** TOTAL ** 1,933.96 *** COMMENTS *** *** CONDITIONS *** All roughs to be done at Framing Inspection. Approved per plans and red -line notes on plans annlir•nhla rity of Wheat Ridge Municipal Codes Must comply with 2012 IRC, 2017 NEC and all Work is subject to field inspections. 7 City of Wheat Ridge Residential Remodel PERMIT - 202000113 r I PERMIT NO: 202000113 ISSUED: 06/08/2020 JOB ADDRESS: 6711 W 36th Ave EXPIRES: 06/08/2021 JOB DESCRIPTION: Repairing the foundation of exterior wall in sun room. Relocating two base bard boiler heat registers, relocating sink, bringing electrical to code. Square footage: 513 I, by my signature, do hereby attest that the work to be performed shall comply with all accompanyin�appr oved plans and specifications; applicable building codesand aapplicable municipal codes, policies and procedures, and that I am e legal owner orhave been authorized bythe legal owner ofthepropertyand am authorized to obtain this permit and perform the work descbed and approved in conjunction with this ermit. I further attest that I am legally authorized to include alI 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. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and •eived prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building ficial and maybe subject to a fee equal to one-half of the original permit fee. this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard luirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of Chief Building Official and is not guaranteed. work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. ,e permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required ;pections and shall not proceed r conceal work without written approval of such work from the Building and Inspection Services vision. e issuance o r in of a pe shall not be construed to be a permit for, or an approval of, anviolation of any provision of any plicable co any dinanc r ul tion of this jurisdiction. Approval of work is subject to field inspection. ure of Chief Building Official Date STS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. R 0 Lindsey Residence 6711 West 36th Avenue z Wheat Ridge, CO 80033 . TABLE OF CONTENTS: Z _ A-1 Title Page O A-2 Demo Plan A-3 Proposed Main LevelQD �' y � L A-4 Electrical Plan C ¢ c A-5 Electrical PlanW w m Work shall comply with the following codes: 2012 IRC, 2012 IECC & 2017 NEC, Colorado Plumbing Code 51e C 4 tla e�. t. a I: z L Fu g AOO i y cl,^* 1 .nns DAMP' 1_ tin A -j P"I y 40 %,tta r Pn j a c.t- _..__ -� 77 -- L j '_.P,C _=;iii A ADDRESS: 6711 W 36th Ave Wheat Ridge, CO 80033 ROOF SNOW LOAD: 30psf ROOF DEAD LOAD: 15tsf if standard framing FLOOR LIVE LOAD: 40osf MEETS 2015 INTERNATIONAL RESIDENTIAL CODE & IECC METHOD 1 (PRESCRIPTIVE) 2015 IRC CLIMATIC & GEOGRAPHIC DESIGN CRITERIA TABLE R301.2(1) GROUND WIND DESIGN TOPO- SPECIAL WIND- SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE BARRIER FLOOD AIR MEAN <Z = k z FROST mawo�0&w� �, �" 3> 1,3 W'O U SNOW SPEED GRAPHIC WIND BOURNE DESIGN WEATHERIN LINE TERMITE DESIGNUNDERLAYMENT HAZARDS FREEZING ANNUAL LOAD (MPH) EFFECTS REGION b DEBRIS CATEGORY BUILDING CONTRACTOR/HOME OWNER DEPTH TEMP REQUIRED TO REVIEW AND VERIFY ALL DIMENSIONS, INDEX TEMP a ZONE SPECS, AND CONNECTIONS BEFORE g CONSTRUCTION BEGINS. g� 30 psf 135 ULT YES No "B" Severe S" to 532 EXP "C" 1 36 inches Moderate Yes 5 F %j" Ow Iq'►9 'qS Y w rVN i"M i_- City of ' COMWhcat idge MUNITY DEVELOPMENT APPROVED Review for ode mpliance Plans aminer Date wlidkv of nennlf: The rssrmna of o P~ or APIaM1W of pbM speciffaotmm and oomputQW= shop rat be a permit1b, or an opproW of ory wolobw to ony cf to proY ga- al me &Wd%g rode or of oW CNy ordinances Aermltt p umm to g" "WWRy to Walaw or teMf of prawons c f tl1f-/erBdhg codw or 0W or%%nor Mof &W ow shag rat AW r•" Date Sheet Drawn B LJ Scale: NTS Title: Title Page Engineer: Walter G. Keske, P.E. 303-422-1051 wgk@wkeskeeonsulting .COM r V R°t'Ha L Eta 0� WILL TAKE NECESSARY w 'aWa9HHOMEOWNER PRECAUTIONS TO REMOVE OR <Z = k z RELOCATE ITEMS OF VALUE TO BE mawo�0&w� �, �" 3> 1,3 W'O U AND/ OR SAVED, OR IN ANY MREUSED ' w d DANGER OF BEING DAMAGED DUE TO y Y W j 0.0 w W U a �i'��<�f CONSTRUCTION PROCESS. b BUILDING CONTRACTOR/HOME OWNER a TO REVIEW AND VERIFY ALL DIMENSIONS, a SPECS, AND CONNECTIONS BEFORE g CONSTRUCTION BEGINS. g� ti a DEMO EXISTING EXTERIOR WALL (INCLUDING WINDOWS AND DOORS) 11'-4 5/16" 284050 3069 284050 U N C14 O� RE VE EXIST. 2X4 ZOVE LZENEER—/" VENEER f–RC C9 r x wCA Cn T— W� x <o 22-3 11 116"— - W4242 642 W3642 B42 B36 B Of A m co of n �- m m � m �Vm x X z ;� n } W O N W N � I ° 5836° �Oishwashen m IL m EMOVE: I: CABINETS COUNtERTOPS APPLIANCES / IRMI 4 1/2" 12-4 3/4" �-- - 4'-9 1/2" Date Sheet Drawn By: LJ Scale: Title: (V tn U 0 HATCHED AREA: REMOVE Engineer: CEILING, CEILING JOIST �1�terG.Keske,P.E. u? 303-422-1051 AND INSULATION wgk@wkeskeconsuking .Com 0 4030FX oe n m � 0 Of A m 0 of n �- m m � m �Vm X n } N Z v! z x ck) >Q O3: Q O G W N 22'-i" — 6030FX W U W Q M Cu Co oo W 00 �O NO w+�:bo ^ ✓ Co Io ,4 'o co 11'-2 5/16" - 2640sG 26406G 2B405G RAISE FLOOR IN OLD SUN ROOM O MATCH KITCHEN ,LEV FLOOR Ff2AME 0 111-51/81, Water hammer arrestors are required at quick -closing valves R2903.5. LEGEND: NEW CONST. 2X6 EXT. WALL 16" OG TYP W/ COMP051TE SIDING NEW CONST 2X4 INT. WALL 16" OC TYP 36" HIGH PONY WALL T-2 3/16" 10' M642 642 1336 1336 Sk-q/0/ R M042R11 K 8'-2 1/5" I m o 4'-2 5/8" 6030FX 5'-1 1/2" 4'-q 1/2" Date Sheet I Drawn By: Li Scale: � I N 'Btle: Proposed HATCHED AREA: FRAME I Main Level NEW VAULTED CEILING Engineer: in Walter G. Keske, P.E. co 303-422-1051 wgk@wkeskeconsulting .corn 4030FX 36" GUARD RAIL I INSTALL SKYLIGHTS BETWEEN EXIST. ROOF FRAMING N 22'-7" W z W A M 0 COH W 0 co �tj M LO w w °Zzo KOa �WmmO Waw F�O� VIQw LLO OU �W 7 2 wNati 3:. r5oo� aygu �oawc'"iaw W Y 30u.2 O W N WQKQ Oa O> I. ELECTRICAL - DATA -AUDIO LEGEND SYMBOL DESCRIPTION U Ceiling Fan n Re Ventilation Fans: Ceiling Mounted, Wall Mounted ()a ® a Ceiling Mounted Light Fixtures: Surface/Pendant, Recessed, Heat Lamp, Low Voltage ® Wall Mounted Light Fixtures: Flush Mounted, Wall Sconce Chandelier Light Fixture Fluorescent Light Fixture Q 240V Receptacle "-Q 110V Receptacles: Duplex, Weather Proof, GFCI $ $ $ $ Switches: Single Pole, Weather Proof, 3 -Way, 4 -Way $ Switches: Dimmer, Timer Audio Video: Control Panel, Switch sr sa Speakers: Ceiling Mounted, Wall Mounted �g 4 Wall Jacks: CATS, CAT5+TV, TV/Cable S Telephone Jack g Intercom Q Thermostat r3 4° Door Chime, Door Bell Button e Smoke Detectors: Ceiling Mounted, Wall Mounted. Electrical Breaker Panel Date Sheet \`yo�o tK \�3 Drawn By: � t Scale: Title: Electrical Engineer: Walter G. Keske, P.E. 303-422-1051 wgk@wkeskeconsaiting .com w w oda �W°mo awWid r 0.0�zu°a7a� W ar�g LLOF WN4 amZ t ¢oF w (y¢y(99¢wo�8�w� ZcU W NEINI-- W O }pOH aTOU ¢O�W�whR'W ata>u$70 -, �d D00ow w N Og Wg X � O p$ Up 5 w p b F ttl a, d F a to F r------------- \ X4:12 Sk'r,IGyT 4. 12 I I / / I / I I 4:12 i — / F— — — — — — — — — — — — — — — — - —� \ I I I \\ I I I \ I I f \ I I I \ I I I \ I h —I-----------------�— — — — — I Date Sheet �o 0 Drawn By: LJ Scale: 1/4"=1 tle: Roof Plan Engineer: Walter G. Keske, P.E. 303-422-1051 wgk@wkeskeeonsulting .COM Y F (N7 O y 0 OZd UW�mO aw�iw M5 FKGOg�2ayU a°zzaN�kz� [Ng la-iO�U¢�O JZ U w w ZFZ H W -w W WSwW Y ��[[ O U �Ss F� D2 w f Q S 2< ----------------------------- -------------------------- 4 41 Z--------� —�--- Sk'r,IGyT 4. 12 I I / / I / I I 4:12 i — / F— — — — — — — — — — — — — — — — - —� \ I I I \\ I I I \ I I f \ I I I \ I I I \ I h —I-----------------�— — — — — I Date Sheet �o 0 Drawn By: LJ Scale: 1/4"=1 tle: Roof Plan Engineer: Walter G. Keske, P.E. 303-422-1051 wgk@wkeskeeonsulting .COM Y F (N7 O y 0 OZd UW�mO aw�iw M5 FKGOg�2ayU a°zzaN�kz� [Ng la-iO�U¢�O JZ U w w ZFZ H W -w W WSwW Y ��[[ O U �Ss F� D2 w f Q S 2< ENGINEERING NOTES Lindsey Residence 6711 West 36th Avenue Wheat Ridge, CO 80033 ADDRESS: 6711 W 36th Ave Wheat Ridge, CO 80033 ROOF SNOW LOAD: 30psf ROOF DEAD LOAD: 15psf if standard framing FLOOR LIVE LOAD: 40osf MEETS 2015 INTERNATIONAL RESIDENTIAL CODE & IECC METHOD 1 (PRESCRIPTIVE) 2015 IRC CLIMATIC & GEOGRAPHIC DESIGN CRITERIA TABLE R301.2(1) I WIND DESIGN i I SUBJECT TO DAMAGE FROM GROUNDTOPO- SPECIAL WIND- SEISMIC SPEED WIND BOURNE DESIGN LOAD (MPH) MPH) EFFECTS REGION, DEBRIS CATEGORY ZONE 30 psf 1 135 UC' I No f YES No EXP TABLE OF CONTENTS: S-1 Engineering notes S-2 Foundation Plan S-3 Main Level Floor Frame S-4 Ceiling Frame S-5 Roof Frame S-6 Details S-7 Details S-8 Details HOMEOWNER WILL TAKE NECESSARY PRECAUTIONS TO REMOVE OR RELOCATE ITEMS OF VALUE TO BE REUSED AND/ OR SAVED, OR IN ANY DANGER OF BEING DAMAGED DUE TO CONSTRUCTION PROCESS. FROST WINTER ICE BARRIER FLOOD AIR MEAN DEIPTH I TERMITEIDTSIGr'UNEMPRE UIRED LAYMENT HA2 ARDS1FREEZI GATEMP "B" 1 Severe 136 inches I Molderate 1-F Yes HANGER 56HEOULE - 51MPSON 5TRONG-TIE 2015-2016 Wood Connectors 532 J 51" F J015T/5EAM FACE MOUNT Pg TOP FLANGE Pg. 2x4 LU24 L524 2x6 LU26 L526 I -J mb.10M 2 - 2xb LU526-2 O HU526-2TF to 2x8 LU28 1-528 2-2X8 LU525-2 m,? HU528-2TF 2x10 LU210 ti r- LB210 11- 2-2x10 2-2x10 LU5210-2 HU5210-2TF 2x12 LU210 L5212 %. - cl-1 2"ML HU51.81/10 MIT q.5 of 11-7/8"ML n Mi HU51.81 /10 WL.Y;1 A111.0 10 �' MIT 11.68 MIT 1 A1114 M C4 q 112" TJI (210) IU5 2.06/q.5 IT5 2.06/q.5 11 7/8" TJI (2 10) IU5 2.06/11.88 IT5 2.06/11.88 14" TJI (210) IU5 2.06/14 ITS, 2.06/14 m q 1/2" TJI (360) IU5 2.31/q.5 4 N IT5 2.37/q.5 07 11 7/8" TJI (360) u IU5 2.31/11.88 a- - IT5 2.37/11.88 L Concealed flange joist hangers page 16 (HU50). Sloped/skewed hangers page q5 (1-51,1/1-55U). Skewed joist hangers page qb (5UR/5UL). Provide catalogue on site for building inspectors. ®tic e ° 5 1 814 3/7 8/0 N N\ - General \ - General Notes: 2. Concrete: A. All cast -in-place concrete shall be made with type I Portland Cement (maximum of 15% Fly Ash replacement for Cement) and MV stone aggregate and shall develop a minimum ultimate strength of 3000 p.s.i. for foundations and slab -on -grades. B. All concrete, concrete reinforcing & placement shall be in accordance with the IRC 261.2 edition. C. All concrete reinforcing steel shall be high strength deformed bars, ASTM designation A616, grade 60, except bars to be field bent which shall be grade 40: Concrete reinforcing steel shall be. protected by 3" of concrete where concrete is poured against earth and 1 '/2 where concrete is poured in forms. Lap splices shall be 30 bar diameters (minimum) tong. Reinforcing shall be continuous around comers by use of #5 corner bars 2'x2 D. Epoxy shall be HIM HIT-HY70 or equal. 3. Foundation: (Match existing foundation type) A. The foundation for the proposed Addition has been designed for the end bearing of 1500 p.s.f based upon this engineer's experience with soils in this area. Bottom of foundations trenched must be compacted to 95"/ standard Proctor Density @ +1- 2% of optimum moisture content (proper moisture if when formed in hand to a ball and it doesn't crumble and too much if It squeezes between fingers and enough compaction if weight on round point shovel penetrates less than 3" into ground). Foundation shall be inspected by engineer of record at time footing are formed.. Grade must be Sloped away from thefoundation by 1" per foot for first 6' away from foundation. B. Backfill of the grade walls shall be in 8" lifts simultaneously with fill placed on both sides and compacted as referenced above. Back fill of basement walls to be undertaken only after both top and bottom of walls are braced with compaction as referenced above, C. Provide 2" x 2' deep' foundation perimeter insulation on the outside of the basement walls from floor slab up to finish grade. D. Slab-on<grade subgrade shall be compacted to 90% standard proctor density @ +L- 2% of optimum moisture content with the moisture maintain in the subgrade until the slab is poured (subgrade to be wetted daily to prevent drying out). E. Developer assumes responsibility for the possibility of swelling soil. 4. Wood: A'All framing lumber shall be Doug Fir #2 or better. B. Roof, floor & wall sheeting shall be of plywood or OSB of thickness per plans and shall be nailed with 8 d nails @ 6" o.c. on edges and 12" filed unless otherwise noted. Wall sheeting shall be supported on all edges by 2 x framing. Y." T&G OSB floor sheeting nailed as above with 10 d nails & glued to joist. Block all edges. C. Pre-engineered lumber shall be by truss Joist for 1, joist and Microlams for LVLs (Fb=2800 p s.i.). LVL beams shall be secured together with 16d nails at 12" o.c. each top and bottom or per trus joist. D. Trusses shall be pre-engineered trusses and manufactured providing stamped truss drawings by manufacturer forroof live loads, of 35 p.s.f. top chord and bottom chord of 10 p.s.f. live load unless otherwise noted. Trusses and roof framing lumber shall be secured to bearing walls with H 2.5 clips E. Wood headers shall be as follows unless shown otherwise on plans: Open Size Header Trimmers & King Studs 2'-6" or less (2) 2x4 (1)2x6 T & (1) 2x6 K Z-6" t0 T-6 (2) 2x6 (1) 2x6 T & (1) 2x6 K 3-6"to5-0" (1)2x8 (2) 2x6 T & (1) 2x6 K 5-0" to 6-6" (2) 2 x 10 (2) 2x6 T & (2) 2x6 K 6'-6" to 8'-0" (2) 2 x 12 (2) 2x6 T & (2) 2x6 K 6-0'to 10'-0 (2) 1 a7" x 9 Y2"LVL (2) 2x6 T & (2)2x6 K Above is applicablefor up to 2 stories only F. All framing connectors shall be by Simpson Strong Tie. G. Expansion. Bolts shall. be Redhead Trubolts. S. Egress Windows: A. Escape rescue opening shall have net clear opening of 5.7 sq. ft. Net clear ht. of at least 24" and net clear width of at least 20". Sit ht. above finished floor of not more than 44". Window well horizontal area to be at least 9 sq. ft. and project at least Yfrom wall. Window wells with depth greater than 44' shall be equipped with a permanently fixed ladder. Window sell drains shall connect to foundation drain. 6. Guard Rails: A. Guard rails or guard walls shall be a minimum of 36" high with pickets installed such that the clear opening between the picket shall not exceed 3 7L8". Guard rails or guard walls shall be secured at the base to resist a 200 pound force applied to the. top guard rail. 7. Stairs: A. Treads to be a minimum of 10" and risers to be a maximum of it %". B. Stringers shall be (2) 2x12 (minimum) secured to headers with LU21Os C. Hand rails to be 1.'/," to 2" in diameter and to be located 34" to 38" above. stair nose. Bey of a. House Seat: A. Exterior of wails should be seated completely with Tyvek House Wrap B. Windows and doors should be sealed with Protecto Wrap Flashing. (Wheat Ridge Date Sheet /_, co"*, J _ Drawn By: LJ Scale: NTS Tale: Engineering Notes Engineer: Walter G. Keske, P.E. 303-422-1051 wgk@wkeskeconsulting .com W N 4l zW a�w ❑ir9to rcrc01 w wwmW ��o� =ow��wu°Sa� f �pxWzay° Wa�j4°�w�+a azrz3-Zrk °r (9 °D8F.n Z j> W F N W Y `:oo�w�=obi G0a>w�c'-g'm MM W��VdOFiY rW V Z W Q co O 00 I -J mb.10M LO w+"i "o rn Jd- O Q M to W N 4l zW a�w ❑ir9to rcrc01 w wwmW ��o� =ow��wu°Sa� f �pxWzay° Wa�j4°�w�+a azrz3-Zrk °r (9 °D8F.n Z j> W F N W Y `:oo�w�=obi G0a>w�c'-g'm MM W��VdOFiY PROPOSED 12" CONC. WALL .Itltil6lleJ//)/ p REGIS' ,,. `\N�e /x • e S6 15314 t �13(l ozoe 14'-9 11b" 24" x 24" x 8" PIER PAD W/ (3) #5 REBAR EA WAY (SEE DETAIL S8) 2668 11'-6 13/16" (3) - 2x6 SLAB ON GRADE (3) - 2x4 m 5'-1 3/4" GARAGE SLAB ON GRADE (3) - 2x4 (5) - 2x4 (3) - 2x4 EXISTING FOOTING N I m I I6I �41� 36" x 36" x 10" PIER PAD W/ (5) #5 REBAR EA WAYI (SEE DETAIL S8) i 22'-11 15/16 I T-1118" 14'-0 1116" Date Sheet \�3 Drawn By: Li Scale: 1/4"=1 2 S7 Title: Foundation Plan Engineer: Walter G. Keske, P.E. 303-422-1051 wgk@wkeskeconsulting .com 3 �' S8 cv N Z. - U12921 oo 1292 f KO�u2 dyp wa.n �¢wa�ro o� aS 9,n.0.1 �oo�W=o's p K W H K W oa€o Wy ]0. pSW�FX� y b a a c"a L i 2668 EXISTING FOOTING N I m I I6I �41� 36" x 36" x 10" PIER PAD W/ (5) #5 REBAR EA WAYI (SEE DETAIL S8) i 22'-11 15/16 I T-1118" 14'-0 1116" Date Sheet \�3 Drawn By: Li Scale: 1/4"=1 2 S7 Title: Foundation Plan Engineer: Walter G. Keske, P.E. 303-422-1051 wgk@wkeskeconsulting .com 3 �' S8 cv N Z. - U12921 oo 1292 f KO�u2 dyp wa.n �¢wa�ro o� aS 9,n.0.1 �oo�W=o's p K W H K W oa€o Wy ]0. pSW�FX� y b a a c"a PROPOSED 12" CONC. WALL 5: 11'-8 13/16" — 11-0 1/8" 16'-01/16" - 2' REGIN- 15814 sem= 1 S6 SLAB ON GRADE y ; EXIST. 2X8f FLOOR JOIST 16 OC ////flllllilllittll!\i1\\ EXIST. 2X8 FLOOR JOIST 16" OC co Date Sheet �3 \^� DrawnBy: l� Scale: 2 S7 Title: Main Level Floor Frame Engineer: Walter G. Keske, P.E. 303-422-1051 wgk@wkeskeccnsuking .cam 3 S8 (V N W U W A m neo m o A�cILO M w w wLLO �?ZW wwNm� cu SO0O� W tali aZ� H O=wZdry,O QZZ jZZF" .ZiO OO Wn Z U W N W2W 10 O W W F R W own>,$s�m afm>o � W Y W J O O O W N City of eat Ridga �asssisunsrrrr;ri>` o 15814 !, •• : !„ N 1 S6 m it 11'-1 118" (2) 2X6 HEADER 264056 284056 264056 5'-1 1/2" Ir- U� U) O = � C7 0 Z J A t W U Co X N W m iv O UO o d 10'--T 3/4" J J Un . C N W' M m J U ❑. O J. LL � CD ❑ W N Irk► _ fn O' W � 0 M p a 2 J Z � J J ❑ W J Cn CO O X rn W N0-011 N_ of W O W CL m O CL J LL ❑- III - O d O 10'-'T 314" a - PROPOSED DROP BEAM (2) 9.5" LVL EXISTING 2X6 RAFTERS 24" OC 6030FX 5-10 5/8" U O CO (n H Cn 0 W r U o � X m N ❑ W m v O N 4030FX IL W Z T- om om N C W W LL m <w t CO Z NO U' I— Z = F -U U H X ¢ Z ¢ W 151-15/81, C+ 2 S7 S8 Date Sheet 0 I Drawn By: LJ Scale: 1/4"= 1 Title: Ceiling frame Engineer: Walter G. Keske, P.E. 303-422-1051 wgk@wkeskeeonsulting .Com W U7 f`--1 Co ^W ~ ;z O O 00 0 4- Lf') MWDM W 4-J ;b O n� En I 0 W W KKZLL= ��OLL �?Zwo y W W ¢¢y m LL �Ko=WZZZa y_� aKoran Zrz. <T8�8 W� szs U. W A N W 2 0F >-0 —0 U �Ka>wz�am Wwo� N QQ W X�j g Fi WRQ �SRj Of t Ridge U �? WO W i W m W z = J W U - D' LR X LL Qj N N W ❑ W U' a W Cn d O 5'-1 1/2" Ir- U� U) O = � C7 0 Z J A t W U Co X N W m iv O UO o d 10'--T 3/4" J J Un . C N W' M m J U ❑. O J. LL � CD ❑ W N Irk► _ fn O' W � 0 M p a 2 J Z � J J ❑ W J Cn CO O X rn W N0-011 N_ of W O W CL m O CL J LL ❑- III - O d O 10'-'T 314" a - PROPOSED DROP BEAM (2) 9.5" LVL EXISTING 2X6 RAFTERS 24" OC 6030FX 5-10 5/8" U O CO (n H Cn 0 W r U o � X m N ❑ W m v O N 4030FX IL W Z T- om om N C W W LL m <w t CO Z NO U' I— Z = F -U U H X ¢ Z ¢ W 151-15/81, C+ 2 S7 S8 Date Sheet 0 I Drawn By: LJ Scale: 1/4"= 1 Title: Ceiling frame Engineer: Walter G. Keske, P.E. 303-422-1051 wgk@wkeskeeonsulting .Com W U7 f`--1 Co ^W ~ ;z O O 00 0 4- Lf') MWDM W 4-J ;b O n� En I 0 W W KKZLL= ��OLL �?Zwo y W W ¢¢y m LL �Ko=WZZZa y_� aKoran Zrz. <T8�8 W� szs U. W A N W 2 0F >-0 —0 U �Ka>wz�am Wwo� N QQ W X�j g Fi WRQ �SRj Of t Ridge Date I Sheet 0 Drawn By: �• / ® �� 28405G 28405G 26405G Li Scale: 15814 i�(3�tDto 1/4"=1' 2 S7 Title: S6 Roof Frame 0 0 Engineer: o Walter G. Keske, P.E. �^ 303-422-1051 wgk@wkeskeconsulting COM 0 4050FX Fr W o r"� o m r', w CO � C'7 00 V 1 !� IT S8 LO z4 W c� �L\N a \D C'7 K O W Q w¢ O f K Mhoplr¢p 22 z ZZ iwwuim3�� �c c� g H �Od�Z> a O J W r r�� 2 O U F�a wi O OM d i 4) D O J j w xw3OVOwm VdZZF F 52MQ�ig MMM UluildiMmvigon 6030FXr7771 4HI INSULATE ATTIC W/ R-49 INSULATION 1/2" CEILING DRYWALL 1/2" WALL DRYWALL 3/4" TNG OSB 2X8 PRESSURE TREATED SLEEPERS W/ R-30 INSULATION EXISTING CONCRETE SLAB DETAIL 1 EXISTING ROOF STRUCTURE EXISTING ROOF OVERHANG PROPOSED 2X6 EXT. WALL 16 OC TYP. INSTALL TEMP. SUPPORT WHEN REMOVING EXISTING WALL FRAME NEW WALL UNDER EXISTING ROOF STRUCTURE R-21 BATT INSULATION 7/16" OSB EXT. WALL SHEATHING NAIL W/ 8d NAILS @ 6" OC EDGES 12" OC IN FIELD. BLOCK ALL EDGES COMPOSITE LAP SIDING 2X6 PRESSURE TREATED PLATE W/ FOAM SILL SEAL 1/2" X 12" STEEL ANCHOR BOLTS 2' OC MAX. 7" MIN PENETRATION. MAX 12" FROM CORNER AND 12" FROM EACH END OF PLATE 1 - #5 REBAR IN RAISED PORTION OF FOUNDATION 2 - #5 REBAR AT TOP OF FOUNDATION EXISTING EXTERIOR CONCRETE SLAB 12" CONCRETE FOUNDATION CUT EXIST. INTERIOR CONC. SLAB 12" FROM EDGE OF EXIST. EXT, WALL EXCAVATE 12" WIDE X 36" DEEP PUMP CONC. DIRECT INTO EXCAVATION FORM 5 1/2" WIDE RAISED SECTION OF FOUNDATION AT TOP 2 - #5 REBAR AT BOTTOM OF FOUNDATION 1 - #5 REBAR VERTICAL 24" OC Date Sheet � Co Nll � Drawn By: Lj Scale: Title: Details Engineer: Walter G. Keske, P.E. 303-422-1051 wgk@wkeskecousulting .c0m w w Q cO r. 00O 0 WDM w Cf) 4-J cn O Q CU J �4 a "Dco w 0 ora u��u�w�mLL dp�W�22y zF i0� 20W�FWwd� C'JFa WZ�FO �N�99 Q W � J V ZZW J 2UW WFF��O on T ...5 pW5 u f W gy� p R6mm Fj 0wo 1=- ri 2 <W City of u►rding W �j DETAIL 2 2X4 PURLIN AT EACH RAFTER EXI5TING RAFTERS EXISTING RAFTERS R-49 ATTIC, INSULATION A m PROPOSED 2X6 CEILING J015T5 24" Or, 01 PROPOSED 2X6 CEILING JOISTS 24" Or, ATTACHED TO FLUSH BEAMS kV LRU26Z (HIGH SIDE OF JOIST) ATTACHED TO FLUSH BEAMS K to LU26 (LOW 51DE OF JOIST) LRU26Z (HIGH BIDE OF JOIST) Y 4 LU26 (LOW SIDE OF JOIST) _ SEE DETAIL 1 (56) 2X4 PURLIN AT EACH RAFTER — 'FLUSH BEAMS (SEE PLAN) _ 2X4 PURLIN AT EACH RAFTER — — — — --- — _— — — ---——� DEMO EXI5TIN6 CEILING FRAMING DEMO M57`1 NG CEILING FRAMING I I II �IILuI ! r- b z I f i I � XII O [ I lu II EXI5TIN6 FLOOR FRAMING` _ EXISTING CRAWL SPACE EXISTING FOUNDATION Date Sheet o ' Drawn By: LJ Scale: Title: Details Engineer: Walter G. Keske, P.E. 303-422-1051 wgk@w1mkeconsu1ting .Com rW 7V F---1 ^W CO a) O 00 o F� 4-J LO r Co Lo � 4-j 0 Lp 4 �� to M City 01 teat Ridge 2X4 PURLIN AT EACH RAFTER EXI5TIN6 RAFTERS— R-49 ATTIC INSULATION FLUSH BEAMS (SEE PLAN) 2X4 PURLIN AT EACH RAFTER PROPOSED 2X6 CEILING JOISTS 24" OG ATTACHED TO FLUSH BEAMS W! LRU26Z (HIGH SIDE OF JOIST) LU26 (LOW SIDE OF JOIST) DETAIL 3 EXISTING RAFTERS PROPOSED 2Xb CEILING J015T5 24" Or, ATTACHED TO FLUSH BEAMS M LRU26Z (HIGH SIDE OF JOIST) LU26 (LOW SIDE OF JOIST) PROP05ED DROP BEAM (SEE PLAN) P05T (SEE PLAN 52) (SOLID FROM BEAM TO FOOTING) CONNECTED TO BEAM LCF -6 ON END POSTS ACb ON CENTER P05T5 EXISTING FLOOR FRAMING - — — — — — — — — — — — — — — — — \ POST (SEE PLAN 52) P05T BASF ) CONNECTED TO PAD W 1/2" EXPANSION BOLT CUT EX15TINC-7 CONC. SLAB FOUR PIER PAD (SEE PLAN 52) 1 \\\\����\\�®�II•I ,€�`j/�����oi I EXISTING GONG. SLAB I I I I ------------------------------------ G" ---------------------------------- 2X4 PURLIN AT EACH RAFTER FLUSH BEAM (SEE PLAN) EXISTING FLOOR FRAMING EXISTING BASEMENT EXISTING FOUNDATION EXI5TIN6 FOOTING Date Sheet CIO CO Drawn By: Ln! Scale: Title: Details Engineer: Walter G. Keske, P.E. 303-422-1051 wgk@wkeskeconsulting .cam rW 7V 1`--1 W Q M � � O 00 0 Lo 1� 4-j � I w w r 7 Ij z � rc�w owoF� 0 w mo ��o yx_0 aw�ww,�o� w Es <oz'awZrw ¢¢wLL-oG55'2 O V K 0 ZS U!�%pN�i W FF }8om-wFKW o.=wm w fV ❑H�QY A Ridge 0W. PERMIT NO: JOB ADDRESS: JOB DESCRIPTION: City of Wheat Residential Remodel PERMIT - 202000113 202000113 ISSUED: 06/08/2020 6711 W 36th Ave EXPIRES: 06/08/2021 Repairing the foundation of exterior wall in sun room. Relocating two base bard boiler heat registers, relocating sink, bringing electrical, to code. Square footage: 513 *** CONTACTS *** OWNER (303)514-0575 LINDSEY KENNETH A GC (720)981-4269 TOBY HERTEL SUB (303)944-6487 PAUL MILLER SUB (720)841-2615 MATTHEW MCCUTCHEAN SUB (303)733-7586 TERRY LOOS 022274 AAA HOME IMPROVEMENTS 110161 5M ELECTRIC 120174 ALL AMERICAN ACCESSIBILITY 019016 TOPS HEATING & A/C *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2405 / BARTHS, COULEHAN GRANGE, WHEAT BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 42,000.00 FEES Total Valuation 0.00 Plan Review Fee 414.41 Use Tax 882.00 Permit Fee 637.55 ** TOTAL ** 1,933.96 *** COMMENTS *** *** CONDITIONS *** All roughs to be done at Framing Inspection. Approved per plans and red -line notes on plans annlir•nhla rity of Wheat Ridge Municipal Codes Must comply with 2012 IRC, 2017 NEC and all Work is subject to field inspections. 7 City of Wheat Ridge Residential Remodel PERMIT - 202000113 r I PERMIT NO: 202000113 ISSUED: 06/08/2020 JOB ADDRESS: 6711 W 36th Ave EXPIRES: 06/08/2021 JOB DESCRIPTION: Repairing the foundation of exterior wall in sun room. Relocating two base bard boiler heat registers, relocating sink, bringing electrical to code. Square footage: 513 I, by my signature, do hereby attest that the work to be performed shall comply with all accompanyin�appr oved plans and specifications; applicable building codesand aapplicable municipal codes, policies and procedures, and that I am e legal owner orhave been authorized bythe legal owner ofthepropertyand am authorized to obtain this permit and perform the work descbed and approved in conjunction with this ermit. I further attest that I am legally authorized to include alI 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. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and •eived prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building ficial and maybe subject to a fee equal to one-half of the original permit fee. this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard luirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of Chief Building Official and is not guaranteed. work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. ,e permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required ;pections and shall not proceed r conceal work without written approval of such work from the Building and Inspection Services vision. e issuance o r in of a pe shall not be construed to be a permit for, or an approval of, anviolation of any provision of any plicable co any dinanc r ul tion of this jurisdiction. Approval of work is subject to field inspection. ure of Chief Building Official Date STS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. `� City of -'��0WheatT_,ge COMMUNITY DEVELOPMENT Building 8, Inspection Services 7500 W. 291' Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: perm its(ci.wheatridge.co.us r ICE USE ONLY I a. Plan/Pe rm i t # ,^ Plan Review Fee: '§ �iy- yi Building Permit Application *** Complete all applicable highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: 7 ( Wf,St 3611, Avc n u Property Owner (please print): Ke h L j,ss fy Phone: 2 03 -,9 H _05 75 Property Owner Email: keA.1ind-sey5775®IrAa;1,r-0N\ Tenant Name (Commercial Projects Only) Property Owner Mailing Address: (if different than property address) Address: City, State, Zip: Architect/Engineer: w% I +,, 1<es k e, Architect/Engineer E-mail: Wu k Phone: 3 d3- y a a- I o I Contractor Name: AAA Hoo\I? ! mpr,ovet^'\eni-5, City of Wheat Ridge License #: Uo-�,a,;L7'4 Phone: 73.0 - &-J - H�,17/ Contractor E-mail Address: �U Ke �uau�+�rv,�IMpre�y� nfi�. C vw� For Plan Review Questions & Comments (please print): CONTACT NAME lease print):_ Luke k� �5�. (p o yvp-5 Phone: CONTACT EMAIL(p/ease print): _ �(,t�C�� ua�o�M�tMpr`tiv�Me rS. Gr?VV' Sub Contractors (Must provide Wheat Ridge License No & Signed Subcontractor Authorization form): Electrical: Plumbing: Mechanical: W.R. City License # W.R. City License # W.R. City License # Other City Licensed Sub: Other City Licensed Sub: City License # City License # Complete all highlighted fields. []COMMERCIAL [] RESIDENTIAL Provide description of work: For ALL projects, provide a detailed description of work to be performed, including current use of areas, proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, type and amount of materials to be used, etc. >�e��ir- 2XI'SIIn� &xtePlor Re YvA ���� kl't '� I& civ d 1F �� ��U� L�� ��e. ,' �� �`G �Glre� - NGI� ,�l�i'X fi•bri r) �o CG C J J J Qe (OW.'rx a 4aSe hoa('d Igo i t.-(- Vuv,­� Re.(0Cal -S:nK 5 Sq. FULF S 1 21_� 5 BTUs PJUm(0in Gallons Amps Squares For Solar: KW # of Panels Requires Structural For Commercial Projects Only: Occupancy Type: Construction Type: _ Occupancy Load: Square Footage: Project Value: (Contract value or the cost of all materials and labor included in the entire project) OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. 1, the applicant for this building permit application, warrant the truthfulness of the information provided on the application. CIRCLE ONE: (OWNER) (CONTRACTOR) or AUTHORIZED REPRESENTATIVE of (OWNER) CONTRACTOR Signature (first and last name): DATE: IV Printed Name: L -u^ e� _ c'✓xle�s DEPARTMENT USE ONLY ZONING COMMMENTS: OCCUPANCY CLASSIFICATION: g3 Reviewer: BUILDING DEPA ENZE Reviewer: 0 02-0 PUBLIC WORKS COMMENTS: Reviewer: CONSTRUCTION TYPE: V b W Building Division Valuation: Randy Slusser To: luke@aaahomeimprovements.com Cc: Kimberly Cook; Dina Kemp Subject: Plan review for 6711 W 36th Ave - 202000113 Attachments: ASB GENERAL INFO.PDF; Asbestos Testing.pdf Hi Luke, I am reviewing the plans submitted for the remodel at the Lindsey residence and have one comment. An asbestos survey is required to be submitted for review to determine if there is any ACM present in the materials being removed. See attached handouts from CHPDE. Please email this at your earliest convenience. Thank you, Randy Slusser, CBO Chief Building Official Building Division Office Phone: 303-235-2803 City of t --id 99C IRKMWh6aUNITy DEVELOPMENT CONFIDENTIALITY NOTICE: This e-mail contains business -confidential information. It is intended only for the use of the individual or entity named above. If you are not the intended recipient, you are notified that any disclosure, copying, distribution, electronic storage or use of this communication is prohibited. If you received this communication in error, please notify us immediately by e-mail, attaching the original message, and delete the original message from your computer, and any network to which your computer is connected. Thank you. 31i 8i� ASBESTOS INSPECTION REPORT 6711 WEST 36T" AVENUE WHEAT RIDGE, CO 80033 PREPARED FOR: KEN LINDSEY 6711 WEST 36TH AVENUE WHEAT RIDGE, CO 80033 PROJECT #: 20031.1 DATED: FEBRUARY 13, 2020 PREPARED BY: C, SCIIAFTER SCHAFER ENVIRONMENTAL CONSULTING, INC. 10600 West Alameda Avenue, Suite 209 Lakewood, Colorado 80226 Phone: 303.988.8871 • Fax: 303.988.8873 o. 16 31i 8i� Table of Contents 1. Introduction.......................................................................................................1 2. Asbestos Inspection............................................................................................1 QualityAssurance and Quality Control............................................................................................... 2 MaterialCondition Assessment........................................................................................................... 3 3. Asbestos Inspection Findings............................................................................4 4. Conclusions and Recommendations..................................................................4 5. Limitations.........................................................................................................7 Asbestos Tables Table 1 — Suspect Asbestos Containing Material Descriptions Appendices Appendix A Suspect Asbestos Material Photographs Appendix B Asbestos Laboratory Analytical Data Appendix C Certificates 1. Introduction Schafer Environmental Consulting, Inc. (Schafer) performed asbestos inspection services at the 6711 West 36t' Avenue in Wheat Ridge, Colorado 80033 (project site) on February 3, 2020. The inspection services were performed in accordance with applicable regulations and industry standards. The inspection services were performed to facilitate planned renovation. The building is reported to be approximately 1,800 square feet constructed in the 1958. Only areas that of planned renovation activities were inspected. These areas include the sunroom, entry, kitchen, dining room, and the south wall of the living room. 2. Asbestos Inspection The bulk samples of the suspect asbestos containing materials (ACM) were collected in a random and representative manner, as determined by the inspector in accordance with applicable regulations. The inspector collected bulk material samples by taking a composite core that included all layers within the suspect ACM. The bulk samples collected were representative of suspect ACM for each of the homogeneous area. Samples were collected in compliance with Colorado Department of Public Health and Environment (CDPHE) Asbestos Control Regulations and Environmental Protection Agency (EPA) Asbestos Hazard Emergency Response Act (AHERA) 40 CFR, Part 763. Representative sampling was based on the distribution of the suspect material throughout the homogeneous area, and the suspect material's physical characteristics and application. Applicable asbestos regulations define ACM as a material containing greater than one percent (1%) asbestos by weight, volume or visual surface area and also distinguish between friable and non -friable forms of ACM. Friable ACM can be crumbled or reduced to powder by hand pressure when dry. Non -friable materials cannot be crumbled, pulverized, or reduced to powder by hand pressure. The EPA National Emission Standards for Hazardous Air Pollutants (NESHAP) further classify non -friable ACM as Category I and II. Category I non -friable ACM include asbestos containing packings, gaskets, resilient floor coverings, and asphalt roofing products. Category II non -friable ACM are defined as all other non -friable ACM, such as cement board, window putty, etc. Regulated ACM is friable ACM or ACM that will be rendered friable by demolition or renovation activities. During abatement, renovation and demolition projects, applicable regulations identify removal requirements based on the quantity and friability classification of an ACM. The EPA NESHAP and CDPHE regulations require point count analysis for friable materials found to contain detectable asbestos at I% or less by Polarized Light Microscopy (PLM) analysis. The results of sample analysis were considered representative of materials in each homogeneous area if: • They exhibited similar physical characteristics. Page 1 of 7 • The application of the sampled material could be correlated to the application of un -sampled material. Suspect materials that are similar in appearance and application were sampled as homogeneous areas. Suspect ACMs were separated into the following three classifications with specific sampling requirements: Surfacing Materials - Trowel or sprayed applied materials • Three samples of each homogeneous area 1,000 square feet or less. • Five samples of each homogeneous area greater than 1,000 square feet and less than 5,000 square feet. • Seven samples of each homogeneous area greater than 5,000 square feet. Thermal System Insulation • Three samples of each homogeneous area. Miscellaneous Materials - Other suspect materials not classified in the above categories • Sufficient number to determine asbestos content. The bulk suspect asbestos samples were submitted to an accredited laboratory for Polarized Light Microscopy (PLM) analysis. Laboratories used are National Voluntary Laboratory Accreditation Program (NVLAP) accredited laboratory and is also accredited by the American Industrial Hygiene Association (AIHA). The bulk samples were analyzed by PLM coupled with Dispersion Staining as detailed in the EPA's "Interim method for Determination of Asbestos in Bulk Insulation Samples" (EPA 40 CFR 763 Subpart F, Appendix A). The total asbestos reported is the average of all components in the material, with the asbestos content of separate layers also identified. Unused portions of samples are archived for 60 days unless the client requests special handling. Quality Assurance and Quality Control Schafer performed an internal review of field data and laboratory analysis reports to ensure that data generated in this report is accurate and complete. Quality control procedures were performed by CDPHE and EPA certified inspection personnel that included cross referencing inspector field notes and sample logs with the laboratory PLM bulk sample analysis data to confirm sample numbers and material descriptions for each sample submitted for analysis. Page 2 of 7 Material Condition Assessment Each suspect material was classified as friable, Category I nonfriable, or Category 11 nonfriable, according to the NESHAP definitions. Schafer performed homogeneous area/material condition assessments as part of this investigation. The condition of suspect materials was evaluated as "good", "damaged", or "significantly damaged" using the following parameters: Good- material with no visible damage or deterioration or showing only very limited damage or deterioration. Damaged- material which has deteriorated or sustained physical injury such that the internal structure (cohesion) of the material is inadequate or, if applicable, which has delaminated such that the bond to the substrate (adhesion) is inadequate or which for any other reason lacks fiber cohesion or adhesion qualities. Damaged materials are those that have <10% scattered or <25% localized damage. Significantly Damaged- material which has extensive and severe damage. Significantly damaged materials are those that have >10% scattered or > 25% localized damage. The ACM Assessment included documentation of the Type of Damage, if present, as follows: Deterioration - (i.e., crumbled, blistered, or loss of adhesion) Physical Damage - (i.e., scrapes or gouges) Water Damage - (i.e., water stains) Air Erosion - (i.e., elevator shaft, fan room, or ventilator air stream) Vibration - (i.e., room use, motor/engine, or ducts vibrating but no fan in area) Suspect ACM was also assessed based on accessibility and potential for disturbance. The AHERA Assessment Categories (1-7), as numbered below, utilize the term Asbestos Containing Building Material (ACBM). Schafer's condition assessment also referenced the AHERA categories for friable materials as a guideline for determining appropriate recommended response actions. Schafer may also recommend removal by a state certified asbestos abatement contractor, or General Abatement Contractor (GAC). 1. Damaged/Significantly damaged TSI 2. Damaged friable SURFACING ACBM 3. Significantly damaged friable SURFACING ACBM 4. Damaged or significantly damaged friable MISCELLANEOUS A CBM 5. ACBM with potential for damage 6. ACBM with potential for significant damage 7. Any remaining friable ACBM or friable suspected ACBM Page 3 of 7 3. Asbestos Inspection Findings Detailed information for each suspect homogeneous ACM sampled is presented in Table 1 — Suspect Asbestos Containing Material Descriptions provided in the Asbestos Tables section of this report. ACM is shown in bold text; trace asbestos is shown in bold italic text. Photographs of each homogeneous area (suspect material) sampled are provided in Appendix A — Suspect Asbestos Material Photographs. Asbestos laboratory analytical data is presented in Appendix B. 4. Conclusions and Recommendations Asbestos Containing Materials The confirmed ACM identified at the project site are listed below with general location, friability and the approximate quantities. ➢ ACM Caulking (CK1) — White o Location — Living Room Around Fireplace o Quantity — 20 LF o Assessment — Good Condition — Non -Friable AHERA Category 5 o Potential for Damage — High due to planned renovation o Recommendations — Removal by GAC prior to renovation ➢ ACM Caulking (CK2) — Exterior Off White Caulking o Location — Exterior At Bricks o Quantity — 100 LF o Assessment — Good Condition — Non -Friable AHERA Category 5 o Potential for Damage — High due to planned renovation o Recommendations — Removal by GAC prior to renovation Trace Asbestos The following materials were found to contain asbestos equal to or less than I% and are not considered ACM by EPA and CDPHE. OSHA regulations still apply. ➢ Drywall Composite (DWC1) o Location — Throughout - Ceiling and Walls o Quantity — —1,400 SF to be Impacted o Assessment — Good Condition - Friable o Potential for Damage — High due to planned renovation o Recommendation — Removal by GAC or OSHA trained personnel in accordance with OSHA Class II Asbestos Requirements prior to renovation The Drywall Composite material was found to contain only trace asbestos in the joint compound. The EPA and CDPHE do not consider the drywall wall systems (drywall board, tape and joint compound) an ACM when composite analysis identifies 1 % or less asbestos. OSHA considers each layer separately and the drywall joint compound as an Page 4 of 7 ACM and requires Class II asbestos worker training (32 hour), engineering controls and work area containment for drywall wall system removal. Therefore, activities that may potentially impact ACM Drywall Joint Compound are regulated by OSHA as Class II Asbestos Work. Recommendations Schafer recommends destruction access of the ceramic tile flooring prior to renovation activities due to the potential for hidden layers of suspect flooring. This destructive access will significantly damage the floor and is recommended to be performed in conjunction with asbestos abatement activities prior to renovation. Renovation activities should be coordinated with an asbestos consultant to prevent uncontrolled disturbance of ACM and trace asbestos, maintain regulatory compliance and to prevent asbestos fiber release protecting human health and the environment. This report is not an asbestos abatement specification. Schafer recommends that an asbestos abatement contractor perform asbestos removal required prior to renovation and that abatement oversight, post removal visual inspection and air sampling be performed by a qualified asbestos consulting firm. Schafer can provide these additional Asbestos Consulting Services upon request. Certain precautions described in OSHA 29 CFR 1926.1101 are universal and apply to all work with asbestos, regardless of airborne exposures, or asbestos content of materials. These requirements include wet methods, and to promptly clean up and dispose in closed containers, waste and debris contaminated with asbestos. OSHA also requires regulated areas, training and asbestos exposure assessment air monitoring performed by an asbestos competent person. General Recommendations Removal of ACM is not required by regulations unless the potential for an airborne release of asbestos fibers exceeding allowable levels exists. Typically, the potential for an airborne release of asbestos fibers exists in three circumstances. 1. The ACM will be impacted during maintenance, renovation, or demolition. 2. The material is significantly deteriorated to the extent that asbestos debris is present. 3. The ACM will be subject to future deterioration by vibration, airflow, or weathering. A compliant alternate to abatement of intact ACM is in-place management through an Operations and Maintenance (O&M) Program. The EPA has stated in its Summary of Managing Asbestos In-place (Green Book), - 1990 "Intact and undisturbed asbestos materials do not pose a health risk." Page 5 of 7 ACM is required to be abated and/or managed properly during maintenance and renovation activities that may impact the ACM in order to prevent the release of airborne asbestos fibers. In accordance with EPA and CDPHE requirements, asbestos abatement permits are required if greater than trigger levels of ACM will be abated. The OSHA requires that building owners notify the following persons of the presence, location, and quantity of ACM and presumed ACM in their buildings and facilities. 1. Prospective employers applying or bidding for work whose employees reasonably can be expected to work in or adjacent to areas containing such materials; 2. Employees of the owner who will work in or adjacent to areas containing such materials; 3. On multi-employer worksites, all employers of employees who will be performing work in or adjacent to areas containing such materials; 4. Tenants who will occupy areas containing such materials. The OSHA requires contractors and workers be notified of the presence, quantity and location of asbestos and be protected from exposure to asbestos above the excursion limit of 1.0 Fibers per cubic centimeter (F/cc) and the permissible exposure limit of 0.10 F/cc over an 8 -hour time weighted average for more than 30 days per year. Page 6 of 7 5. Limitations Schafer warrants that the findings contained herein have been prepared with the level of care and skill ordinarily exercised by professionals practicing in the industrial hygiene and environmental consulting industry. Certifications are provided in Appendix D. The scope of work addressed readily accessible and/or exposed interior building areas. Observation or sampling of inaccessible areas and materials, such as behind walls, was not performed in all cases. Schafer did not perform destructive access investigations or sampling that would excessively damage building materials. Schafer does not imply or guarantee that every suspect ACM on or in the building has been identified or sampled. In the event of undiscovered suspect asbestos materials that were not identified during this investigation, the suspect material is required to be assumed to contain asbestos until evaluation, sampling and analytical data confirm otherwise. 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In concealed spaces of stud walls and partitions, including furred spaces, vertically at the ceiling and floor levels, and at 10 -feet horizontal intervals. B, At interconnections between concealed vertical and horizontal spaces such as occur at soffits, drop ceilings, and cove ceilings. C. In openings around vents, pipes, ducts, cable, wires, chimneys, fireplaces, and similar openings that afford a passage for fire at ceiling and floor levels. D. In concealed spaces between stair stringers at the top and bottom of the run, and between studs in line with the run of the stairs at unfinished walls. 5 Appliances and equipment shall be installed in accordance with the conditions of their listing. Manufacturer's installation instructions must be available at the time of the inspection. (IRC G2408.1, M1307.1, M1401.1,(M1902.2) 6 Appliances shall be accessible for inspection, service, repair and replacement without removing permanent construction. 30 -inches of working depth and width shall be provided in front of the control side of an appliance. (IRC M1305.1) 7 Combustion air is required for all liquid fuel, solid fuel and gas appliances. (IRC M1701.1, G2407) 8 Gas burning appliances may not be located in or obtain combustion air from: a sleeping room, bathroom, toilet room, or storage closet unless it is a direct vent appliance or installed in an enclosure that opens only into a bedroom or bathroom in and such enclosure is provided with a solid weather-stripped door, a self- closing device and all combustion air is taken from the outdoors. (IRC G2406.2) Electrical Requirements 9 All hot, neutral, and grounding conductors in electrical boxes shall be tied together with a mechanical connection at the time of rough inspection. Recessed lighting fixtures must either be IC -rated or installed in a sealed box in which the insulation is at least 3 -inches from the light fixture. All recessed lights must be tightly sealed or gasketed to prevent air leakage through the fixture into the ceiling cavity. (IRC N1102.4.5) 10 Tamper -resistant Receptacle outlets are required in every kitchen, family room, dining room, living room, parlor, library, den, sunroom, bedroom, recreation room or similar dwelling areas spaced so that no point along the wall line exceeds 6 -feet from an outlet. (IRC E3901, E3902, and 4002.1-4002.14)A. Counters 12 - inches in width or wider shall have receptacles placed no more than 20 -inches above the counter top and spaced so no point exceeds 24 -inches from an outlet. B. Island and peninsula counters with a length at least 24 -inches and a width of 12 -inches or greater must be equipped with at least one outlet. C. At least one receptacle shall be installed in a bathroom within 36 -inches of each basin. D. A least one receptacle outlet must be installed in each laundry, basement, attached garage and detached garage with power. E. At least one receptacle outlet that is accessible while standing at grade level and located not more than6-feet, 6 - inches (1981 -mm) above grade, shall be installed outdoors at the front and back of each dwelling unit having direct access to grade. Balconies, decks, and porches that are accessible from inside of the dwelling unit and that have a usable area of 20 square feet. F. Attics or crawlspaces containing equipment must be provided with at least one receptacle outlet within25-feet of the equipment. G. Hallways 10 -feet or more in length. 11 Two 20 -amp rated branch circuits shall serve receptacles in the kitchen, pantry, breakfast area, and dining area. At least one 20 -amp branch circuit shall supply bathroom receptacles and at least one 20 -amp branch circuit shall supply laundry. (IRC E3703.2, E3703.3, E3901) 12 Ground fault protection shall be provided on all 125 -volt, single phase, 15 and 20 -amp receptacles in the following locations: bathrooms, garages, unfinished grade level accessory buildings, at exterior locations, crawlspaces, unfinished basements, kitchen counters, within 6ft. of laundry, utility and wet bar sinks, boathouses, hydro massage, spa and hot tub locations. Receptacles must be in a readily accessible location. (IRCE3902, E3902.11) 13 Combination type Arc -Fault circuit interrupters must be installed on all 120 -volt 15 and 20 -amp branch circuit outlets in Receptacle outlets are required in every family room, dining room, living room, parlor, library, den, sunroom, bedroom, recreation room, hallway, closets, and similar dwelling areas. (IRC 3902.12) 14 Smoke alarms shall comply with UL 217. Smoke alarms are to be powered by the building's wiring with battery backup and shall be interconnected so the actuation of one alarm will activate all alarms in the dwelling unit. Smoke alarms shall be installed in the following locations: (IRC R314) A. In each sleeping room; B. Outside each sleeping area in the immediate vicinity of the bedrooms; and C. One on each additional story including basements. 15 Interconnection of all new and existing smoke alarms shall be required on interior remodels and additions, or when one or more sleeping rooms are created or added. (IRC R314.3.1) Physical interconnection shall not be required where listed wireless smoke alarms are installed and all alarms sound upon activation of one alarm. (IRC R314.5) City of W heat Rdge COMMUNITY DEVELOPMENT City of Wheat Ridge Municipal Building 7500 W. 29" Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2855 F: 303.237.8929 Review is limited to the contents of the plans submitted and any errors or omissions contained herein shall not be construed as permission to allow any conditions to exist in violation of the codes of the City of Wheat Ridge Rough Framing and Wood Requirements 3 The complete rough inspection is to be made after the rough framing, rough electric, rough plumbing, and rough heat and ventilation are complete. 4 Fire blocking shall be installed to cut off all concealed draft openings in the following locations: (IRC 302.11) A. In concealed spaces of stud walls and partitions, including furred spaces, vertically at the ceiling and floor levels, and at 10 -feet horizontal intervals. B, At interconnections between concealed vertical and horizontal spaces such as occur at soffits, drop ceilings, and cove ceilings. C. In openings around vents, pipes, ducts, cable, wires, chimneys, fireplaces, and similar openings that afford a passage for fire at ceiling and floor levels. D. In concealed spaces between stair stringers at the top and bottom of the run, and between studs in line with the run of the stairs at unfinished walls. 5 Appliances and equipment shall be installed in accordance with the conditions of their listing. Manufacturer's installation instructions must be available at the time of the inspection. (IRC G2408.1, M1307.1, M1401.1,(M1902.2) 6 Appliances shall be accessible for inspection, service, repair and replacement without removing permanent construction. 30 -inches of working depth and width shall be provided in front of the control side of an appliance. (IRC M1305.1) 7 Combustion air is required for all liquid fuel, solid fuel and gas appliances. (IRC M1701.1, G2407) 8 Gas burning appliances may not be located in or obtain combustion air from: a sleeping room, bathroom, toilet room, or storage closet unless it is a direct vent appliance or installed in an enclosure that opens only into a bedroom or bathroom in and such enclosure is provided with a solid weather-stripped door, a self- closing device and all combustion air is taken from the outdoors. (IRC G2406.2) Electrical Requirements 9 All hot, neutral, and grounding conductors in electrical boxes shall be tied together with a mechanical connection at the time of rough inspection. Recessed lighting fixtures must either be IC -rated or installed in a sealed box in which the insulation is at least 3 -inches from the light fixture. All recessed lights must be tightly sealed or gasketed to prevent air leakage through the fixture into the ceiling cavity. (IRC N1102.4.5) 10 Tamper -resistant Receptacle outlets are required in every kitchen, family room, dining room, living room, parlor, library, den, sunroom, bedroom, recreation room or similar dwelling areas spaced so that no point along the wall line exceeds 6 -feet from an outlet. (IRC E3901, E3902, and 4002.1-4002.14)A. Counters 12 - inches in width or wider shall have receptacles placed no more than 20 -inches above the counter top and spaced so no point exceeds 24 -inches from an outlet. B. Island and peninsula counters with a length at least 24 -inches and a width of 12 -inches or greater must be equipped with at least one outlet. C. At least one receptacle shall be installed in a bathroom within 36 -inches of each basin. D. A least one receptacle outlet must be installed in each laundry, basement, attached garage and detached garage with power. E. At least one receptacle outlet that is accessible while standing at grade level and located not more than6-feet, 6 - inches (1981 -mm) above grade, shall be installed outdoors at the front and back of each dwelling unit having direct access to grade. Balconies, decks, and porches that are accessible from inside of the dwelling unit and that have a usable area of 20 square feet. F. Attics or crawlspaces containing equipment must be provided with at least one receptacle outlet within25-feet of the equipment. G. Hallways 10 -feet or more in length. 11 Two 20 -amp rated branch circuits shall serve receptacles in the kitchen, pantry, breakfast area, and dining area. At least one 20 -amp branch circuit shall supply bathroom receptacles and at least one 20 -amp branch circuit shall supply laundry. (IRC E3703.2, E3703.3, E3901) 12 Ground fault protection shall be provided on all 125 -volt, single phase, 15 and 20 -amp receptacles in the following locations: bathrooms, garages, unfinished grade level accessory buildings, at exterior locations, crawlspaces, unfinished basements, kitchen counters, within 6ft. of laundry, utility and wet bar sinks, boathouses, hydro massage, spa and hot tub locations. Receptacles must be in a readily accessible location. (IRCE3902, E3902.11) 13 Combination type Arc -Fault circuit interrupters must be installed on all 120 -volt 15 and 20 -amp branch circuit outlets in Receptacle outlets are required in every family room, dining room, living room, parlor, library, den, sunroom, bedroom, recreation room, hallway, closets, and similar dwelling areas. (IRC 3902.12) 14 Smoke alarms shall comply with UL 217. Smoke alarms are to be powered by the building's wiring with battery backup and shall be interconnected so the actuation of one alarm will activate all alarms in the dwelling unit. Smoke alarms shall be installed in the following locations: (IRC R314) A. In each sleeping room; B. Outside each sleeping area in the immediate vicinity of the bedrooms; and C. One on each additional story including basements. 15 Interconnection of all new and existing smoke alarms shall be required on interior remodels and additions, or when one or more sleeping rooms are created or added. (IRC R314.3.1) Physical interconnection shall not be required where listed wireless smoke alarms are installed and all alarms sound upon activation of one alarm. (IRC R314.5) 16 Carbon Monoxide alarms are required in a single-family dwelling that has fuel -fired appliance(s), a fireplace, or an attached garage. The alarm must be installed within 15 -feet of the entrance to each sleeping room. CO alarms must be listed by a nationally recognized, independent lab. Non affixed CO alarms are allowed if it is plugged into dwelling's electrical outlet and has a battery backup. Co alarms may be combined with a smoke -detecting device if the combined device complies with applicable law. (IRC 17 Working space must be provided around energized equipment for servicing and maintenance. The minimum dimensions shall not be less than 36 -inches in depth and 30 -inches in width in front of the equipment. Working space shall extend to at least 6 -feet, 6 -inches above the floor. (IRC E3405.2) Plumbing Requirements 18 DWV systems shall be tested on compellation of the rough piping installation by water or for piping system other than plastic by air with no evidence of leakage. Either test shall be applied to the drainage system in its entirety or in sections after rough piping has been installed .1) Water test 10 feet above the highest fitting connection or to the highest point of the completed system. The system shall prove leak free for 15 minutes. 2) Air test shall maintain 51bs of pressure for 15 minutes. 19 Piping must be inspected and tested prior to concealing. It shall be protected against physical damage and it must be approved for use and bear the identification of the manufacturer. (IRC P2503, P2603, P2608.1) 20 Backflow prevention must be provided to prevent contamination of potable water. This includes but is not limited to: hose connections, irrigation systems, boilers, solar systems, fire sprinklers, and dishwashers. Backflow device must be inspected and approved by a 3rd party agency. (IRCP2902.2, Table P2902.3, P2717) Insulation 21 R-20 Walls R-49 Ceiling R-19 Crawlspace Window U -Factor .32 Floor R-30 22 Supply Ducts in attics shall be insulated to a minimum of R-8. All other ducts shall be insulated to minimum R-6. ( N 1103.2.1) Wallboard Requirements 23 Nail spacing for gypsum board lh gypum board Ceiling 16oc, 7", nails 12", Type S screws % wall spacing 24"OC, 8" nail spacing. 12"OCscrews. 5/8 ceiling board 16"OC, 7"nails I 2"spacing, screws 240C 8". 7500 W. 29n Ave Wheat Ridge, Co 80033-8001 16 Carbon Monoxide alarms are required in a single-family dwelling that has fuel -fired appliance(s), a fireplace, or an attached garage. The alarm must be installed within 15 -feet of the entrance to each sleeping room. CO alarms must be listed by a nationally recognized, independent lab. Non affixed CO alarms are allowed if it is plugged into dwelling's electrical outlet and has a battery backup. Co alarms may be combined with a smoke -detecting device if the combined device complies with applicable law. (IRC 17 Working space must be provided around energized equipment for servicing and maintenance. The minimum dimensions shall not be less than 36 -inches in depth and 30 -inches in width in front of the equipment. Working space shall extend to at least 6 -feet, 6 -inches above the floor. (IRC E3405.2) Plumbing Requirements 18 DWV systems shall be tested on compellation of the rough piping installation by water or for piping system other than plastic by air with no evidence of leakage. Either test shall be applied to the drainage system in its entirety or in sections after rough piping has been installed .1) Water test 10 feet above the highest fitting connection or to the highest point of the completed system. The system shall prove leak free for 15 minutes. 2) Air test shall maintain 51bs of pressure for 15 minutes. 19 Piping must be inspected and tested prior to concealing. It shall be protected against physical damage and it must be approved for use and bear the identification of the manufacturer. (IRC P2503, P2603, P2608.1) 20 Backflow prevention must be provided to prevent contamination of potable water. This includes but is not limited to: hose connections, irrigation systems, boilers, solar systems, fire sprinklers, and dishwashers. Backflow device must be inspected and approved by a 3rd party agency. (IRCP2902.2, Table P2902.3, P2717) Insulation 21 R-20 Walls R-49 Ceiling R-19 Crawlspace Window U -Factor .32 Floor R-30 22 Supply Ducts in attics shall be insulated to a minimum of R-8. All other ducts shall be insulated to minimum R-6. ( N 1103.2.1) Wallboard Requirements 23 Nail spacing for gypsum board lh gypum board Ceiling 16oc, 7", nails 12", Type S screws % wall spacing 24"OC, 8" nail spacing. 12"OCscrews. 5/8 ceiling board 16"OC, 7"nails I 2"spacing, screws 240C 8". 7500 W. 29n Ave Wheat Ridge, Co 80033-8001 R 0 Lindsey Residence 6711 West 36th Avenue z Wheat Ridge, CO 80033 . TABLE OF CONTENTS: Z _ A-1 Title Page O A-2 Demo Plan A-3 Proposed Main LevelQD �' y � L A-4 Electrical Plan C ¢ c A-5 Electrical PlanW w m Work shall comply with the following codes: 2012 IRC, 2012 IECC & 2017 NEC, Colorado Plumbing Code 51e C 4 tla e�. t. a I: z L Fu g AOO i y cl,^* 1 .nns DAMP' 1_ tin A -j P"I y 40 %,tta r Pn j a c.t- _..__ -� 77 -- L j '_.P,C _=;iii A ADDRESS: 6711 W 36th Ave Wheat Ridge, CO 80033 ROOF SNOW LOAD: 30psf ROOF DEAD LOAD: 15tsf if standard framing FLOOR LIVE LOAD: 40osf MEETS 2015 INTERNATIONAL RESIDENTIAL CODE & IECC METHOD 1 (PRESCRIPTIVE) 2015 IRC CLIMATIC & GEOGRAPHIC DESIGN CRITERIA TABLE R301.2(1) GROUND WIND DESIGN TOPO- SPECIAL WIND- SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE BARRIER FLOOD AIR MEAN <Z = k z FROST mawo�0&w� �, �" 3> 1,3 W'O U SNOW SPEED GRAPHIC WIND BOURNE DESIGN WEATHERIN LINE TERMITE DESIGNUNDERLAYMENT HAZARDS FREEZING ANNUAL LOAD (MPH) EFFECTS REGION b DEBRIS CATEGORY BUILDING CONTRACTOR/HOME OWNER DEPTH TEMP REQUIRED TO REVIEW AND VERIFY ALL DIMENSIONS, INDEX TEMP a ZONE SPECS, AND CONNECTIONS BEFORE g CONSTRUCTION BEGINS. g� 30 psf 135 ULT YES No "B" Severe S" to 532 EXP "C" 1 36 inches Moderate Yes 5 F %j" Ow Iq'►9 'qS Y w rVN i"M i_- City of ' COMWhcat idge MUNITY DEVELOPMENT APPROVED Review for ode mpliance Plans aminer Date wlidkv of nennlf: The rssrmna of o P~ or APIaM1W of pbM speciffaotmm and oomputQW= shop rat be a permit1b, or an opproW of ory wolobw to ony cf to proY ga- al me &Wd%g rode or of oW CNy ordinances Aermltt p umm to g" "WWRy to Walaw or teMf of prawons c f tl1f-/erBdhg codw or 0W or%%nor Mof &W ow shag rat AW r•" Date Sheet Drawn B LJ Scale: NTS Title: Title Page Engineer: Walter G. Keske, P.E. 303-422-1051 wgk@wkeskeeonsulting .COM r V R°t'Ha L Eta 0� WILL TAKE NECESSARY w 'aWa9HHOMEOWNER PRECAUTIONS TO REMOVE OR <Z = k z RELOCATE ITEMS OF VALUE TO BE mawo�0&w� �, �" 3> 1,3 W'O U AND/ OR SAVED, OR IN ANY MREUSED ' w d DANGER OF BEING DAMAGED DUE TO y Y W j 0.0 w W U a �i'��<�f CONSTRUCTION PROCESS. b BUILDING CONTRACTOR/HOME OWNER a TO REVIEW AND VERIFY ALL DIMENSIONS, a SPECS, AND CONNECTIONS BEFORE g CONSTRUCTION BEGINS. g� ti a DEMO EXISTING EXTERIOR WALL (INCLUDING WINDOWS AND DOORS) 11'-4 5/16" 284050 3069 284050 U N C14 O� RE VE EXIST. 2X4 ZOVE LZENEER—/" VENEER f–RC C9 r x wCA Cn T— W� x <o 22-3 11 116"— - W4242 642 W3642 B42 B36 B Of A m co of n �- m m � m �Vm x X z ;� n } W O N W N � I ° 5836° �Oishwashen m IL m EMOVE: I: CABINETS COUNtERTOPS APPLIANCES / IRMI 4 1/2" 12-4 3/4" �-- - 4'-9 1/2" Date Sheet Drawn By: LJ Scale: Title: (V tn U 0 HATCHED AREA: REMOVE Engineer: CEILING, CEILING JOIST �1�terG.Keske,P.E. u? 303-422-1051 AND INSULATION wgk@wkeskeconsuking .Com 0 4030FX oe n m � 0 Of A m 0 of n �- m m � m �Vm X n } N Z v! z x ck) >Q O3: Q O G W N 22'-i" — 6030FX W U W Q M Cu Co oo W 00 �O NO w+�:bo ^ ✓ Co Io ,4 'o co 11'-2 5/16" - 2640sG 26406G 2B405G RAISE FLOOR IN OLD SUN ROOM O MATCH KITCHEN ,LEV FLOOR Ff2AME 0 111-51/81, Water hammer arrestors are required at quick -closing valves R2903.5. LEGEND: NEW CONST. 2X6 EXT. WALL 16" OG TYP W/ COMP051TE SIDING NEW CONST 2X4 INT. WALL 16" OC TYP 36" HIGH PONY WALL T-2 3/16" 10' M642 642 1336 1336 Sk-q/0/ R M042R11 K 8'-2 1/5" I m o 4'-2 5/8" 6030FX 5'-1 1/2" 4'-q 1/2" Date Sheet I Drawn By: Li Scale: � I N 'Btle: Proposed HATCHED AREA: FRAME I Main Level NEW VAULTED CEILING Engineer: in Walter G. Keske, P.E. co 303-422-1051 wgk@wkeskeconsulting .corn 4030FX 36" GUARD RAIL I INSTALL SKYLIGHTS BETWEEN EXIST. ROOF FRAMING N 22'-7" W z W A M 0 COH W 0 co �tj M LO w w °Zzo KOa �WmmO Waw F�O� VIQw LLO OU �W 7 2 wNati 3:. r5oo� aygu �oawc'"iaw W Y 30u.2 O W N WQKQ Oa O> I. ELECTRICAL - DATA -AUDIO LEGEND SYMBOL DESCRIPTION U Ceiling Fan n Re Ventilation Fans: Ceiling Mounted, Wall Mounted ()a ® a Ceiling Mounted Light Fixtures: Surface/Pendant, Recessed, Heat Lamp, Low Voltage ® Wall Mounted Light Fixtures: Flush Mounted, Wall Sconce Chandelier Light Fixture Fluorescent Light Fixture Q 240V Receptacle "-Q 110V Receptacles: Duplex, Weather Proof, GFCI $ $ $ $ Switches: Single Pole, Weather Proof, 3 -Way, 4 -Way $ Switches: Dimmer, Timer Audio Video: Control Panel, Switch sr sa Speakers: Ceiling Mounted, Wall Mounted �g 4 Wall Jacks: CATS, CAT5+TV, TV/Cable S Telephone Jack g Intercom Q Thermostat r3 4° Door Chime, Door Bell Button e Smoke Detectors: Ceiling Mounted, Wall Mounted. Electrical Breaker Panel Date Sheet \`yo�o tK \�3 Drawn By: � t Scale: Title: Electrical Engineer: Walter G. Keske, P.E. 303-422-1051 wgk@wkeskeconsaiting .com w w oda �W°mo awWid r 0.0�zu°a7a� W ar�g LLOF WN4 amZ t ¢oF w (y¢y(99¢wo�8�w� ZcU W NEINI-- W O }pOH aTOU ¢O�W�whR'W ata>u$70 -, �d D00ow w N Og Wg X � O p$ Up 5 w p b F ttl a, d F a to F r------------- \ X4:12 Sk'r,IGyT 4. 12 I I / / I / I I 4:12 i — / F— — — — — — — — — — — — — — — — - —� \ I I I \\ I I I \ I I f \ I I I \ I I I \ I h —I-----------------�— — — — — I Date Sheet �o 0 Drawn By: LJ Scale: 1/4"=1 tle: Roof Plan Engineer: Walter G. Keske, P.E. 303-422-1051 wgk@wkeskeeonsulting .COM Y F (N7 O y 0 OZd UW�mO aw�iw M5 FKGOg�2ayU a°zzaN�kz� [Ng la-iO�U¢�O JZ U w w ZFZ H W -w W WSwW Y ��[[ O U �Ss F� D2 w f Q S 2< ----------------------------- -------------------------- 4 41 Z--------� —�--- Sk'r,IGyT 4. 12 I I / / I / I I 4:12 i — / F— — — — — — — — — — — — — — — — - —� \ I I I \\ I I I \ I I f \ I I I \ I I I \ I h —I-----------------�— — — — — I Date Sheet �o 0 Drawn By: LJ Scale: 1/4"=1 tle: Roof Plan Engineer: Walter G. Keske, P.E. 303-422-1051 wgk@wkeskeeonsulting .COM Y F (N7 O y 0 OZd UW�mO aw�iw M5 FKGOg�2ayU a°zzaN�kz� [Ng la-iO�U¢�O JZ U w w ZFZ H W -w W WSwW Y ��[[ O U �Ss F� D2 w f Q S 2< ENGINEERING NOTES Lindsey Residence 6711 West 36th Avenue Wheat Ridge, CO 80033 ADDRESS: 6711 W 36th Ave Wheat Ridge, CO 80033 ROOF SNOW LOAD: 30psf ROOF DEAD LOAD: 15psf if standard framing FLOOR LIVE LOAD: 40osf MEETS 2015 INTERNATIONAL RESIDENTIAL CODE & IECC METHOD 1 (PRESCRIPTIVE) 2015 IRC CLIMATIC & GEOGRAPHIC DESIGN CRITERIA TABLE R301.2(1) I WIND DESIGN i I SUBJECT TO DAMAGE FROM GROUNDTOPO- SPECIAL WIND- SEISMIC SPEED WIND BOURNE DESIGN LOAD (MPH) MPH) EFFECTS REGION, DEBRIS CATEGORY ZONE 30 psf 1 135 UC' I No f YES No EXP TABLE OF CONTENTS: S-1 Engineering notes S-2 Foundation Plan S-3 Main Level Floor Frame S-4 Ceiling Frame S-5 Roof Frame S-6 Details S-7 Details S-8 Details HOMEOWNER WILL TAKE NECESSARY PRECAUTIONS TO REMOVE OR RELOCATE ITEMS OF VALUE TO BE REUSED AND/ OR SAVED, OR IN ANY DANGER OF BEING DAMAGED DUE TO CONSTRUCTION PROCESS. FROST WINTER ICE BARRIER FLOOD AIR MEAN DEIPTH I TERMITEIDTSIGr'UNEMPRE UIRED LAYMENT HA2 ARDS1FREEZI GATEMP "B" 1 Severe 136 inches I Molderate 1-F Yes HANGER 56HEOULE - 51MPSON 5TRONG-TIE 2015-2016 Wood Connectors 532 J 51" F J015T/5EAM FACE MOUNT Pg TOP FLANGE Pg. 2x4 LU24 L524 2x6 LU26 L526 I -J mb.10M 2 - 2xb LU526-2 O HU526-2TF to 2x8 LU28 1-528 2-2X8 LU525-2 m,? HU528-2TF 2x10 LU210 ti r- LB210 11- 2-2x10 2-2x10 LU5210-2 HU5210-2TF 2x12 LU210 L5212 %. - cl-1 2"ML HU51.81/10 MIT q.5 of 11-7/8"ML n Mi HU51.81 /10 WL.Y;1 A111.0 10 �' MIT 11.68 MIT 1 A1114 M C4 q 112" TJI (210) IU5 2.06/q.5 IT5 2.06/q.5 11 7/8" TJI (2 10) IU5 2.06/11.88 IT5 2.06/11.88 14" TJI (210) IU5 2.06/14 ITS, 2.06/14 m q 1/2" TJI (360) IU5 2.31/q.5 4 N IT5 2.37/q.5 07 11 7/8" TJI (360) u IU5 2.31/11.88 a- - IT5 2.37/11.88 L Concealed flange joist hangers page 16 (HU50). Sloped/skewed hangers page q5 (1-51,1/1-55U). Skewed joist hangers page qb (5UR/5UL). Provide catalogue on site for building inspectors. ®tic e ° 5 1 814 3/7 8/0 N N\ - General \ - General Notes: 2. Concrete: A. All cast -in-place concrete shall be made with type I Portland Cement (maximum of 15% Fly Ash replacement for Cement) and MV stone aggregate and shall develop a minimum ultimate strength of 3000 p.s.i. for foundations and slab -on -grades. B. All concrete, concrete reinforcing & placement shall be in accordance with the IRC 261.2 edition. C. All concrete reinforcing steel shall be high strength deformed bars, ASTM designation A616, grade 60, except bars to be field bent which shall be grade 40: Concrete reinforcing steel shall be. protected by 3" of concrete where concrete is poured against earth and 1 '/2 where concrete is poured in forms. Lap splices shall be 30 bar diameters (minimum) tong. Reinforcing shall be continuous around comers by use of #5 corner bars 2'x2 D. Epoxy shall be HIM HIT-HY70 or equal. 3. Foundation: (Match existing foundation type) A. The foundation for the proposed Addition has been designed for the end bearing of 1500 p.s.f based upon this engineer's experience with soils in this area. Bottom of foundations trenched must be compacted to 95"/ standard Proctor Density @ +1- 2% of optimum moisture content (proper moisture if when formed in hand to a ball and it doesn't crumble and too much if It squeezes between fingers and enough compaction if weight on round point shovel penetrates less than 3" into ground). Foundation shall be inspected by engineer of record at time footing are formed.. Grade must be Sloped away from thefoundation by 1" per foot for first 6' away from foundation. B. Backfill of the grade walls shall be in 8" lifts simultaneously with fill placed on both sides and compacted as referenced above. Back fill of basement walls to be undertaken only after both top and bottom of walls are braced with compaction as referenced above, C. Provide 2" x 2' deep' foundation perimeter insulation on the outside of the basement walls from floor slab up to finish grade. D. Slab-on<grade subgrade shall be compacted to 90% standard proctor density @ +L- 2% of optimum moisture content with the moisture maintain in the subgrade until the slab is poured (subgrade to be wetted daily to prevent drying out). E. Developer assumes responsibility for the possibility of swelling soil. 4. Wood: A'All framing lumber shall be Doug Fir #2 or better. B. Roof, floor & wall sheeting shall be of plywood or OSB of thickness per plans and shall be nailed with 8 d nails @ 6" o.c. on edges and 12" filed unless otherwise noted. Wall sheeting shall be supported on all edges by 2 x framing. Y." T&G OSB floor sheeting nailed as above with 10 d nails & glued to joist. Block all edges. C. Pre-engineered lumber shall be by truss Joist for 1, joist and Microlams for LVLs (Fb=2800 p s.i.). LVL beams shall be secured together with 16d nails at 12" o.c. each top and bottom or per trus joist. D. Trusses shall be pre-engineered trusses and manufactured providing stamped truss drawings by manufacturer forroof live loads, of 35 p.s.f. top chord and bottom chord of 10 p.s.f. live load unless otherwise noted. Trusses and roof framing lumber shall be secured to bearing walls with H 2.5 clips E. Wood headers shall be as follows unless shown otherwise on plans: Open Size Header Trimmers & King Studs 2'-6" or less (2) 2x4 (1)2x6 T & (1) 2x6 K Z-6" t0 T-6 (2) 2x6 (1) 2x6 T & (1) 2x6 K 3-6"to5-0" (1)2x8 (2) 2x6 T & (1) 2x6 K 5-0" to 6-6" (2) 2 x 10 (2) 2x6 T & (2) 2x6 K 6'-6" to 8'-0" (2) 2 x 12 (2) 2x6 T & (2) 2x6 K 6-0'to 10'-0 (2) 1 a7" x 9 Y2"LVL (2) 2x6 T & (2)2x6 K Above is applicablefor up to 2 stories only F. All framing connectors shall be by Simpson Strong Tie. G. Expansion. Bolts shall. be Redhead Trubolts. S. Egress Windows: A. Escape rescue opening shall have net clear opening of 5.7 sq. ft. Net clear ht. of at least 24" and net clear width of at least 20". Sit ht. above finished floor of not more than 44". Window well horizontal area to be at least 9 sq. ft. and project at least Yfrom wall. Window wells with depth greater than 44' shall be equipped with a permanently fixed ladder. Window sell drains shall connect to foundation drain. 6. Guard Rails: A. Guard rails or guard walls shall be a minimum of 36" high with pickets installed such that the clear opening between the picket shall not exceed 3 7L8". Guard rails or guard walls shall be secured at the base to resist a 200 pound force applied to the. top guard rail. 7. Stairs: A. Treads to be a minimum of 10" and risers to be a maximum of it %". B. Stringers shall be (2) 2x12 (minimum) secured to headers with LU21Os C. Hand rails to be 1.'/," to 2" in diameter and to be located 34" to 38" above. stair nose. Bey of a. House Seat: A. Exterior of wails should be seated completely with Tyvek House Wrap B. Windows and doors should be sealed with Protecto Wrap Flashing. (Wheat Ridge Date Sheet /_, co"*, J _ Drawn By: LJ Scale: NTS Tale: Engineering Notes Engineer: Walter G. Keske, P.E. 303-422-1051 wgk@wkeskeconsulting .com W N 4l zW a�w ❑ir9to rcrc01 w wwmW ��o� =ow��wu°Sa� f �pxWzay° Wa�j4°�w�+a azrz3-Zrk °r (9 °D8F.n Z j> W F N W Y `:oo�w�=obi G0a>w�c'-g'm MM W��VdOFiY rW V Z W Q co O 00 I -J mb.10M LO w+"i "o rn Jd- O Q M to W N 4l zW a�w ❑ir9to rcrc01 w wwmW ��o� =ow��wu°Sa� f �pxWzay° Wa�j4°�w�+a azrz3-Zrk °r (9 °D8F.n Z j> W F N W Y `:oo�w�=obi G0a>w�c'-g'm MM W��VdOFiY PROPOSED 12" CONC. WALL .Itltil6lleJ//)/ p REGIS' ,,. `\N�e /x • e S6 15314 t �13(l ozoe 14'-9 11b" 24" x 24" x 8" PIER PAD W/ (3) #5 REBAR EA WAY (SEE DETAIL S8) 2668 11'-6 13/16" (3) - 2x6 SLAB ON GRADE (3) - 2x4 m 5'-1 3/4" GARAGE SLAB ON GRADE (3) - 2x4 (5) - 2x4 (3) - 2x4 EXISTING FOOTING N I m I I6I �41� 36" x 36" x 10" PIER PAD W/ (5) #5 REBAR EA WAYI (SEE DETAIL S8) i 22'-11 15/16 I T-1118" 14'-0 1116" Date Sheet \�3 Drawn By: Li Scale: 1/4"=1 2 S7 Title: Foundation Plan Engineer: Walter G. Keske, P.E. 303-422-1051 wgk@wkeskeconsulting .com 3 �' S8 cv N Z. - U12921 oo 1292 f KO�u2 dyp wa.n �¢wa�ro o� aS 9,n.0.1 �oo�W=o's p K W H K W oa€o Wy ]0. pSW�FX� y b a a c"a L i 2668 EXISTING FOOTING N I m I I6I �41� 36" x 36" x 10" PIER PAD W/ (5) #5 REBAR EA WAYI (SEE DETAIL S8) i 22'-11 15/16 I T-1118" 14'-0 1116" Date Sheet \�3 Drawn By: Li Scale: 1/4"=1 2 S7 Title: Foundation Plan Engineer: Walter G. Keske, P.E. 303-422-1051 wgk@wkeskeconsulting .com 3 �' S8 cv N Z. - U12921 oo 1292 f KO�u2 dyp wa.n �¢wa�ro o� aS 9,n.0.1 �oo�W=o's p K W H K W oa€o Wy ]0. pSW�FX� y b a a c"a PROPOSED 12" CONC. WALL 5: 11'-8 13/16" — 11-0 1/8" 16'-01/16" - 2' REGIN- 15814 sem= 1 S6 SLAB ON GRADE y ; EXIST. 2X8f FLOOR JOIST 16 OC ////flllllilllittll!\i1\\ EXIST. 2X8 FLOOR JOIST 16" OC co Date Sheet �3 \^� DrawnBy: l� Scale: 2 S7 Title: Main Level Floor Frame Engineer: Walter G. Keske, P.E. 303-422-1051 wgk@wkeskeccnsuking .cam 3 S8 (V N W U W A m neo m o A�cILO M w w wLLO �?ZW wwNm� cu SO0O� W tali aZ� H O=wZdry,O QZZ jZZF" .ZiO OO Wn Z U W N W2W 10 O W W F R W own>,$s�m afm>o � W Y W J O O O W N City of eat Ridga �asssisunsrrrr;ri>` o 15814 !, •• : !„ N 1 S6 m it 11'-1 118" (2) 2X6 HEADER 264056 284056 264056 5'-1 1/2" Ir- U� U) O = � C7 0 Z J A t W U Co X N W m iv O UO o d 10'--T 3/4" J J Un . C N W' M m J U ❑. O J. LL � CD ❑ W N Irk► _ fn O' W � 0 M p a 2 J Z � J J ❑ W J Cn CO O X rn W N0-011 N_ of W O W CL m O CL J LL ❑- III - O d O 10'-'T 314" a - PROPOSED DROP BEAM (2) 9.5" LVL EXISTING 2X6 RAFTERS 24" OC 6030FX 5-10 5/8" U O CO (n H Cn 0 W r U o � X m N ❑ W m v O N 4030FX IL W Z T- om om N C W W LL m <w t CO Z NO U' I— Z = F -U U H X ¢ Z ¢ W 151-15/81, C+ 2 S7 S8 Date Sheet 0 I Drawn By: LJ Scale: 1/4"= 1 Title: Ceiling frame Engineer: Walter G. Keske, P.E. 303-422-1051 wgk@wkeskeeonsulting .Com W U7 f`--1 Co ^W ~ ;z O O 00 0 4- Lf') MWDM W 4-J ;b O n� En I 0 W W KKZLL= ��OLL �?Zwo y W W ¢¢y m LL �Ko=WZZZa y_� aKoran Zrz. <T8�8 W� szs U. W A N W 2 0F >-0 —0 U �Ka>wz�am Wwo� N QQ W X�j g Fi WRQ �SRj Of t Ridge U �? WO W i W m W z = J W U - D' LR X LL Qj N N W ❑ W U' a W Cn d O 5'-1 1/2" Ir- U� U) O = � C7 0 Z J A t W U Co X N W m iv O UO o d 10'--T 3/4" J J Un . C N W' M m J U ❑. O J. LL � CD ❑ W N Irk► _ fn O' W � 0 M p a 2 J Z � J J ❑ W J Cn CO O X rn W N0-011 N_ of W O W CL m O CL J LL ❑- III - O d O 10'-'T 314" a - PROPOSED DROP BEAM (2) 9.5" LVL EXISTING 2X6 RAFTERS 24" OC 6030FX 5-10 5/8" U O CO (n H Cn 0 W r U o � X m N ❑ W m v O N 4030FX IL W Z T- om om N C W W LL m <w t CO Z NO U' I— Z = F -U U H X ¢ Z ¢ W 151-15/81, C+ 2 S7 S8 Date Sheet 0 I Drawn By: LJ Scale: 1/4"= 1 Title: Ceiling frame Engineer: Walter G. Keske, P.E. 303-422-1051 wgk@wkeskeeonsulting .Com W U7 f`--1 Co ^W ~ ;z O O 00 0 4- Lf') MWDM W 4-J ;b O n� En I 0 W W KKZLL= ��OLL �?Zwo y W W ¢¢y m LL �Ko=WZZZa y_� aKoran Zrz. <T8�8 W� szs U. W A N W 2 0F >-0 —0 U �Ka>wz�am Wwo� N QQ W X�j g Fi WRQ �SRj Of t Ridge Date I Sheet 0 Drawn By: �• / ® �� 28405G 28405G 26405G Li Scale: 15814 i�(3�tDto 1/4"=1' 2 S7 Title: S6 Roof Frame 0 0 Engineer: o Walter G. Keske, P.E. �^ 303-422-1051 wgk@wkeskeconsulting COM 0 4050FX Fr W o r"� o m r', w CO � C'7 00 V 1 !� IT S8 LO z4 W c� �L\N a \D C'7 K O W Q w¢ O f K Mhoplr¢p 22 z ZZ iwwuim3�� �c c� g H �Od�Z> a O J W r r�� 2 O U F�a wi O OM d i 4) D O J j w xw3OVOwm VdZZF F 52MQ�ig MMM UluildiMmvigon 6030FXr7771 4HI INSULATE ATTIC W/ R-49 INSULATION 1/2" CEILING DRYWALL 1/2" WALL DRYWALL 3/4" TNG OSB 2X8 PRESSURE TREATED SLEEPERS W/ R-30 INSULATION EXISTING CONCRETE SLAB DETAIL 1 EXISTING ROOF STRUCTURE EXISTING ROOF OVERHANG PROPOSED 2X6 EXT. WALL 16 OC TYP. INSTALL TEMP. SUPPORT WHEN REMOVING EXISTING WALL FRAME NEW WALL UNDER EXISTING ROOF STRUCTURE R-21 BATT INSULATION 7/16" OSB EXT. WALL SHEATHING NAIL W/ 8d NAILS @ 6" OC EDGES 12" OC IN FIELD. BLOCK ALL EDGES COMPOSITE LAP SIDING 2X6 PRESSURE TREATED PLATE W/ FOAM SILL SEAL 1/2" X 12" STEEL ANCHOR BOLTS 2' OC MAX. 7" MIN PENETRATION. MAX 12" FROM CORNER AND 12" FROM EACH END OF PLATE 1 - #5 REBAR IN RAISED PORTION OF FOUNDATION 2 - #5 REBAR AT TOP OF FOUNDATION EXISTING EXTERIOR CONCRETE SLAB 12" CONCRETE FOUNDATION CUT EXIST. INTERIOR CONC. SLAB 12" FROM EDGE OF EXIST. EXT, WALL EXCAVATE 12" WIDE X 36" DEEP PUMP CONC. DIRECT INTO EXCAVATION FORM 5 1/2" WIDE RAISED SECTION OF FOUNDATION AT TOP 2 - #5 REBAR AT BOTTOM OF FOUNDATION 1 - #5 REBAR VERTICAL 24" OC Date Sheet � Co Nll � Drawn By: Lj Scale: Title: Details Engineer: Walter G. Keske, P.E. 303-422-1051 wgk@wkeskecousulting .c0m w w Q cO r. 00O 0 WDM w Cf) 4-J cn O Q CU J �4 a "Dco w 0 ora u��u�w�mLL dp�W�22y zF i0� 20W�FWwd� C'JFa WZ�FO �N�99 Q W � J V ZZW J 2UW WFF��O on T ...5 pW5 u f W gy� p R6mm Fj 0wo 1=- ri 2 <W City of u►rding W �j DETAIL 2 2X4 PURLIN AT EACH RAFTER EXI5TING RAFTERS EXISTING RAFTERS R-49 ATTIC, INSULATION A m PROPOSED 2X6 CEILING J015T5 24" Or, 01 PROPOSED 2X6 CEILING JOISTS 24" Or, ATTACHED TO FLUSH BEAMS kV LRU26Z (HIGH SIDE OF JOIST) ATTACHED TO FLUSH BEAMS K to LU26 (LOW 51DE OF JOIST) LRU26Z (HIGH BIDE OF JOIST) Y 4 LU26 (LOW SIDE OF JOIST) _ SEE DETAIL 1 (56) 2X4 PURLIN AT EACH RAFTER — 'FLUSH BEAMS (SEE PLAN) _ 2X4 PURLIN AT EACH RAFTER — — — — --- — _— — — ---——� DEMO EXI5TIN6 CEILING FRAMING DEMO M57`1 NG CEILING FRAMING I I II �IILuI ! r- b z I f i I � XII O [ I lu II EXI5TIN6 FLOOR FRAMING` _ EXISTING CRAWL SPACE EXISTING FOUNDATION Date Sheet o ' Drawn By: LJ Scale: Title: Details Engineer: Walter G. Keske, P.E. 303-422-1051 wgk@w1mkeconsu1ting .Com rW 7V F---1 ^W CO a) O 00 o F� 4-J LO r Co Lo � 4-j 0 Lp 4 �� to M City 01 teat Ridge 2X4 PURLIN AT EACH RAFTER EXI5TIN6 RAFTERS— R-49 ATTIC INSULATION FLUSH BEAMS (SEE PLAN) 2X4 PURLIN AT EACH RAFTER PROPOSED 2X6 CEILING JOISTS 24" OG ATTACHED TO FLUSH BEAMS W! LRU26Z (HIGH SIDE OF JOIST) LU26 (LOW SIDE OF JOIST) DETAIL 3 EXISTING RAFTERS PROPOSED 2Xb CEILING J015T5 24" Or, ATTACHED TO FLUSH BEAMS M LRU26Z (HIGH SIDE OF JOIST) LU26 (LOW SIDE OF JOIST) PROP05ED DROP BEAM (SEE PLAN) P05T (SEE PLAN 52) (SOLID FROM BEAM TO FOOTING) CONNECTED TO BEAM LCF -6 ON END POSTS ACb ON CENTER P05T5 EXISTING FLOOR FRAMING - — — — — — — — — — — — — — — — — \ POST (SEE PLAN 52) P05T BASF ) CONNECTED TO PAD W 1/2" EXPANSION BOLT CUT EX15TINC-7 CONC. SLAB FOUR PIER PAD (SEE PLAN 52) 1 \\\\����\\�®�II•I ,€�`j/�����oi I EXISTING GONG. SLAB I I I I ------------------------------------ G" ---------------------------------- 2X4 PURLIN AT EACH RAFTER FLUSH BEAM (SEE PLAN) EXISTING FLOOR FRAMING EXISTING BASEMENT EXISTING FOUNDATION EXI5TIN6 FOOTING Date Sheet CIO CO Drawn By: Ln! Scale: Title: Details Engineer: Walter G. Keske, P.E. 303-422-1051 wgk@wkeskeconsulting .cam rW 7V 1`--1 W Q M � � O 00 0 Lo 1� 4-j � I w w r 7 Ij z � rc�w owoF� 0 w mo ��o yx_0 aw�ww,�o� w Es <oz'awZrw ¢¢wLL-oG55'2 O V K 0 ZS U!�%pN�i W FF }8om-wFKW o.=wm w fV ❑H�QY A Ridge 0W. INSPECTION RECORD INSPECTION ONLINE FORM: http://www.ci.wheatridge.co.us/forms.aspx?fid=79 INSPECTION REQUEST LINE: (303) 234-5933 Occu ;iT e Inspections will not be performed unless this card is posted on the project site. Call the inspection request line before 11:59 p.m. to receive an inspection the following business day.** Inspector Must Sign ALL Spaces pertinent to this project Foundation Inspections Date Inspector Comments Initials Pier Sewer Service Concrete Encased Ground (CEG) Plumbing Foundation / P.E. Letter Mid -Roof u0 Nor F'nllr l:nnrtrPTP- wrinr 1 n Annrnuni Vit Thn Ahnvn Ir•cr�e��+4:.,r�c. Underground/Slab Inspections Date Inspector Comments Initials Electrical Comments Sewer Service Plumbing = ■l•M \ Lei 4LUIU`t a a ■ L 1 • [A (• 1 r•1 I I are r•7 A :Tal raITAH W% -1 El 7U+rTii 7 J7r.TM T:T.T7-.TrM WAZ i ■ T7.\ _T_lIT7 Rough Inspections •..y.. Ms...nw — Date Inspector Initials Comments Wall Sheathing Mid -Roof t Lath / Wall Tie Rough Electric " Rough Plumbina/Gas Line Rough Mechanical - — Rough Framing Rough Grading Insulation Drywall Screw/ Nail Final Inspections Date Inspector Initials Comments Landscaping & Parking / Planning Dept. Inspections from these entities should be requested one week in advance. For landscaping and parking inspections call 303-235-2846. For ROW and drainage inspections call 303-235-2861. For fire inspections contact the Fire Protection District for your project. ROW & Drainage / Public Works Dept. Floodplain Inspection (if applicable) Fire Inspection / Fire Protection Dist. Final Electrical Final Plumbing Final Mechanical Roof Final Window/Doors Final Building NOTE. All items must be completed and approved by Planning, Public Works, Fire and Building before a Certificate of Occupancy is issued. Approval of the Final Building inspection does not constitute authorization of occupancy. -u — oulc ural IUUV11 111ZPPUL.UVI1Z0 AIC UU111P1tj LUU HUM Me rlre ulsinct and electrical IOW voltage by the Building Division. Occupancy Is Not Permitted Until A Certificate of Occupancy Is Issued Protect This Card From The Weather PERMIT NO: JOB ADDRESS: JOB DESCRIPTION City of Wheat Ridge Residential Roofing PERMIT - 201702405 201702405 6711 W 36th AVE Residential reroof: 4/12 ISSUED: 06/22/2017 EXPIRES: 06/22/2018 INstall asphalt shingl3es 29 squares, 130 mph LIFETIME *** CONTACTS *** OWNER (303)421-0538 LINDSEY KENNETH A SUB (303)756-7663 Ty Correy 090134 Advanced Exteriors, Inc. *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2405 / BARTHS, COULEHAN GRANGE, WHEAT BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 10,000.00 FEES Total Valuation 0.00 Use Tax 210.00 Permit Fee 204.30 ** TOTAL ** 414.30 *** COMMENTS *** *** CONDITIONS *** Effective December 1, 2014, asphalt shingle installations require an approved midroof inspection, conducted when 25-75 percent of the roof covering is installed, prior to final approval. Installation of roof sheathing (new or overlay) requires an approved inspection prior to installation of ANY roof coverings and is require on the entire roof when spaced or board sheathing with ANY gap exceeding A/2 -inch exists. Asphalt shingles are required to be fastened to the roof deck with a minimum of 6 nails per shingle. Ice and water shield is required. Eave and rake metal is required. A ladder extending 3 feet above the roof eave and secured in place is required to be provided for all roof inspections. Roof ventilation is required to comply with applicable codes and/or manufacturera€rms installation instructions, whichever is more stringent. In order to pass a final inspection of elastomeric or similar type roof coverings, a letter of inspection and approval from the manufacturer&#39;s technical representative stating that "the application of the roof at (project address) has been applied in accordance with the installation instruction for (roof material brand name) roof covering" is required to be on site at the time of final inspection. i CIT )OF WHEAT RIDGE ` _1�9�Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: rn tk P Job Address: (,-7 / ( �,j Permit Number: D p/ -7 p _a_ y n 4 ) ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234-5933 Date: '7- /'7 - / 7 Inspector: DO NOT REMOVE THIS NOTICE ® City of Wheat Ridge Residential Roofing PERMIT - 201702405 PERMIT NO: 201702405 ISSUED: 06/22/2017 JOB ADDRESS: 6711 W 36th AVE EXPIRES: 06/22/2018 JOB DESCRIPTION: Residential reroof: INstall asphalt shingl3es 29 squares, 130 mph LIFETIME 4/12 *** CONTACTS *** OWNER (303)421-0538 LINDSEY KENNETH A SUB (303)756-7663 Ty Correy 090134 Advanced Exteriors, Inc. *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2405 / BARTHS, COULEHAN GRANGE, WHEAT BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 10,000.00 FEES Total Valuation 0.00 Use Tax 210.00 Permit Fee 204.30 ** TOTAL ** 414.30 *** COMMENTS *** *** CONDITIONS *** Effective December 1, 2014, asphalt shingle installations require an approved midroof inspection, conducted when 25-75 percent of the roof covering is installed, prior to final approval. Installation of roof sheathing (new or overlay) requires an approved inspection prior to installation of ANY roof coverings and is require on the entire roof when spaced or board sheathing with ANY gap exceeding k/2 -inch exists. Asphalt shingles are required to be fastened to the roof deck with a minimum of 6 nails per shingle. Ice and water shield is required. Eave and rake metal is required. A ladder extending 3 feet above the roof eave and secured in place is required to be provided for all roof inspections. Roof ventilation is required to comply with applicable codes and/or manufacturera€1Ms installation instructions, whichever is more stringent. In order to pass a final inspection of elastomeric or similar type roof coverings, a letter of inspection and approval from the manufacturer&#39;s technical representative stating that "the application of the roof at (project address) has been applied in accordance with the installation instruction for (roof material brand name) roof covering" is required to be on site at the time of final inspection. City of 'Wheat Ridge Residential Roofing PERMIT - 201702405 PERMIT NO: 201702405 ISSUED: 06/22/2017 JOB ADDRESS: 6711 W 36th AVE EXPIRES: 06/22/2018 JOB DESCRIPTION: Residential reroof: INstall asphalt shingl3es 29 squares, 130 mph LIFETIME 4/12 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 permit. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be performed and that all work to be per is disclosed in this document and/or its' accompanying approved plans and specifications. —r --l— '-? (o/ Z y Signature of OWNE< 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 an 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 required 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, an violation of any provision of any applicable code or any ordinance or regulation of this jurisdiction. Approval of work is subjegt to f any inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. Inspection time requests will be accepted by email only. Please email requests to insptimerequest@ci.wheatridge.co.us between 7:30am and 8:00am, the morning of the inspection. Please put the address of the inspection in the subject line. Antoinette Kulick 2,_o I -I o aq (D S From: no-reply@ci.wheatridge.co.us Sent: Tuesday, June 13, 2017 12:29 PM To: Permits CommDev Subject: Online Form Submittal: Residential Roofing Permit Application Residential Roofing Permit Application This application is exclusively for new permits for residential roofs and for licensed contractors only. This type of permit is ONLY being processed online --do not come to City Hall to submit an application in person. Permits are processed and issued in the order they are received. YOU WILL BE CONTACTED WHEN YOUR PERMIT IS READY FOR PICK-UP AND WILL BE GIVEN A SPECIFIC DATE AND TIME WINDOW TO COMPLETE THE TRANSACTION. You will be notified if your contractor's license or insurance has expired, and you may update those documents at the time you are issued your permit. Permits are currently being processed within 3-5 business days, subject to change based on volume. For all other requests: Homeowners wishing to obtain a roofing permit must apply for the permit in person at City Hall. Revisions to existing permits (for example, to add redecking) must be completed in person at City Hall. All other non -roofing permits must be completed in person at City Hall. The Building Division will be open from 7:30-10:30 a.m., Monday through Friday to process these types of requests. THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN REROOFING UNTIL PERMIT HAS BEEN ISSUED. Is this application for a Yes residential roof? How many dwelling units Single Family Home are on the property? PROPERTY INFORMATION Property Address Property Owner Name Property Owner Phone Number Property Owner Email Address 6711 W 36th ave kenneth Linday 303-514-0575 Field not completed. Do you have a signed Yes contract to reroof this property? It will need to be provided at the time of permit pick-up. CONTRACTOR INFORMATION Contractor Name Contractor's License Number (for the City of Wheat Ridge) Contractor Phone Number advanced exteriors 090134 303-725-4502 Contractor Email Address freddygreen@advancedexteriors.net (permit pick-up instructions will be sent to this email) Retype Contractor Email freddygreen@advancedexteriors.net Address DESCRIPTION OF WORK Are you re -decking the No roof? Description of Roofing asphalt Material Select Type of Material: Asphalt If "Other" is selected Field not completed. above, describe here: How many squares of the 29 material selected above? Does any portion of the No property include a flat roof? If yes, how many squares Field not completed. on the flat roof? 2 TOTAL SQUARES of all 29 roofing material for this project Provide additional detail 130moh, lifetime, 4/12 here on the description of work. (Is this for a house or garage? What is the roof pitch? Etc) Project Value (contract 10000 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 this Yes application is NOT a permit. I understand I will be contacted by the City to pay for and pick up the permit for this property. 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 been Yes authorized by the legal owner of the property to submit this application and to perform the work described above. Name of Applicant frreddy g Email not displaying correctly? View it in your browser. 9 GqvI aa r��,C. e d ,-Opofty owrAN,0 cwstomm PrOP661 A cl+w, Sws z.;o v Exteriors, inc. propos of cat, iurar,c m � W ,i - z 4 ioo I i -4 VI 0 '5 eq frsc)97,-� druck ngeti.d Td ;d "Ce (P)d wator a"'" <, i:Jr -F7 - 7-�, vems nstoji 3C oe Ik"r- 1_3 L .4 R" fi j LXU-Ind resi)t flcf;hing - 21 a vs x Ilep, R 5141 r12p f Tr R z, "-re; walls, C�i­ney (rd skyi, hts oor, ur P Ci 6 ri,�,, is pee [TiOve � ; H w"11, 1,-,,,,:,:,,,t I,C,Ut f ar,-oAll �''[lean oij, T ;Z2 Rcofi"cc! Acvc ;,eek C) - `oC- iiikiu� f-,;: r ve Yec), lu�f r bi_-Ir A I LXI�KXMS,, !­­ Vk, k v Appmlmofe :�QMS) of Sepo� :Ai varrued Alejors Inc, is W, r esOWUfbIe for or "y Af",pprty CF"<,,C,,J"e " 010a cc -)A nsufajmo UATENISI Wtt I . "r i, *3(jrCe Cud jrcxl 1,': 1IiSr.r -,i3? �d V. p CK> ­,XXTY, th'! ;30,Qv-d bv I 6u� rl -:e -Ics C r lx�� Chl Cl. "1"0 o7 " f(y t"Ie'rit'lol t-, U ou 1 4r.t3, crij -le on )n u,is ' By $Ig"g t)f_'Iow 1 (We) ogre- to cr" con"rac! COfIdttiOf7s far l f - MO and be -Ick Cf this notice of the fl(�to C.IRPCW both in WrIfinq and huve beer, proviorec -777 CONIPOny pmI;CttMdriQgat aiqi 10 S. lfey HWV, UenVer, CO a0222 www4AdvancedEy,teriots.com 303-756-ROOF(7661) ot'llice, 303-756-3,756 Fox i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: " / %h 1, A Job Address: (,7 /1 tj " %�`•= q V Permit Number: ? S� I l e 1 y 0IN b ❑ No one available for inspection: Time o - e) AM/PM Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 31Z3 -234 - Date: �' `� ' Inspector:. DO NOT REMOVE THIS NOTICE: - i CITY OF WHEAT RIDGE _:�9�Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Z th i h Job Address: (,-71/'Q 10-1 f\U Permit Number: -) Q o o 1 4 K ereU VC b ❑ No one available for inspection: Time T-' �'6 AM/PM Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234-5933 Date: Inspector: DO NOT REMOVE THIS NOTICE`; i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: M 11.1 t' Job Address: ( y I 1 I I i&l L7 Permit Number: `2, 0 ! -10,414,5 T e ❑ No one available for inspection: Time AM/ PIM) Re -Inspection required: Yes N When corrections have been made, call for re -inspection at 303 -234 - Date: Inspector:1-' r DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE 9r(303) Building Inspection Division (303) 234-5933 Inspection line 235-2855 Office - (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: 06 k - Job Address: L ? t ! 4v '3 A �+ Permit Number: a ID ® ; b -,1 6 M s ❑ No one available for inspection: Time a � S- AM/PM Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234-5933 Date: ' , °� Inspector: DO NOT REMOVE HIS NOTICE ♦ i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 235-2857 Fax INSPECTION NOTICE Inspection Type: ,922-1 ,:f- h~~i55 user✓o,-~S Job Address: X711 4,v, ~ 771.9'ri;' Permit Number: e7?P3VS A10162a,1f l 11 No one available for inspection: Time `f!S AM/PM Re-Inspection required: Yes -N "When corrections have been made, call for re-inspection at 303-234-5933 3,~ Date: Y//&/0 Inspector: DO NOT REMOVE THIS NOTICE Astra Engineering LLC April 15, 2009 Sennett Windows 1420 E. Amherst Ave. Littleton, CO 80113 Per your request, we reviewed the photos you emailed to us for the installation of two basement egress windows at the subject property. The photos show both the interior and exterior views of the window installation. Per our review of the photos, it appears that the egress windows were installed per the specifications and recommendations supplied by our office. If you have any questions regarding this letter, please feel free to contact the undersigned. Sincerely, Tyrone R. Carter, P.E. Principal 5300 DTC Parkway, Suite 350, Greenwood Village, CO 80111 Ph. 303-751-5075 Fax 866-235-1731 ♦ i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 235-2857 Fax INSPECTION NOTICE Inspection Type: 4'9W SS- wiA,1nd ,1S s14C/,V/,fL s Job Address: 6711 Permit Number: _&-24?0 ? ~r iz✓~ /B1r Sir cU`~ie'~y✓ Ao"9725 r'G fS eP1✓ rsl7r u1 ✓ y/ r°~5 r- Aino ^ < vsFn ~ ,4 Rgcp&~v .sit it A~f ~sx~,t~F ✓~~~°za7zsr ❑ No one available for inspection: Time 7.'Y.* AM/PM Re-Inspection required: <Ye No "When corrections have been made, call for re-inspection at 303-234-5933 Date: f//5/0% Inspector: f DO NOT REMOVE THIS NOTICE City of Wheat Ridge Res. Miscellaneous PERMIT - 090345 PERMIT NO: !090345 ISSUED:. 04./13/2009 JOB ADDRESS:: 6711 W:36TH AVE EXPIRES: 10/10/2009 DESCRIPTION: (2) Egress Windows `***CONTACTS owner. 303/421-6364 Debbie Rens wa, gc 720/838-0008 Stephen Sennett 09-0066 Sennett Enterprises Inc. ' PARCEL INFO ri ZONE '.CODE: UA USE: UA: SUBDIVISION:: 0479.. :BLOCK/LOT#: 0/, FEE SUMMARY ESTIMATED PRO ~-1D 3,700.00 e:!;q FEES 13 Permit Fee 126.50 * Plane Review.. Fee 82.23.r Total Valuation .00 Use Tax 66.60 TOTAL ' 275.33 Y Conditions: JS: Approved with red-line notes and attached building guide. P.E. Inspection letter required. Subject to field inspection. I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable m., ordinances, rules or regulations of the City of Wheat Ridge.. or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide. by all conditions printed on this application and that I ass ul esponsrb rl rty for compliance with the Wheat Ridge Building Code (I.B.C) and all other applicable Wheat Ridge dm e for work u permit. Plans s 7 'Meld inspection. Signature of ctor/ er date 1. This permiit was issued in accordance with the provisions. set forth in your application and is subject to the laws of r ' State of Colorado and to. the Zoning Regulations and Building Codes of Wheat Ridge, Colorado or any (other applicable ordinances of the City. j 2. This permit shall expire 180 days from the issue date Requests for an extension must be received prior to e3ipirata.c date. An extension may be granted at the discretion of the Building Official 3. If this permit expires, :a new permit may be acquired for a fee of one-half the amount normally required, provided no ' changes have been or will be made in the original plans and specifications and any suspension or abandonment has not r exceeded one (1) year. If changes. have beenor if suspension or abandonment exceeds one .(1) year, :full fees shall Is problem cons and shall receive .o be a permit for, nor iw, rule or regulation. F W HEgT R0 ~ m OOCORP~O City of Wheat Ridge Building Division 7500 W. 29th Ave., Wheat Ridge, CO 80033 Office: 303-235-2855' Fax: 303-235-2857 Inspection Line: 303-234-5933 Date: 6P7 Plan r f'(Y-).9b(] Permit Building Permit Application Property Address: ~-I 3 6 7h ^ y~ 636,;, Property Owner (please print): (~c ~p 6 1, C- t5 e S Phone: - let Mailing Address: (if different than property address) Address: City, State, Zip: Contractor: 1 ~--~7Contractor License M 674 j Phone: 6 25 ~-D 00 U Sub Contractors: Electrical City License Company: Exp. Date: Plumbing City License Company Exp. Date: Mechanical City License Company: Exp. Date: d'° use r' Use of space (description): Description of work: Construction Valuer $ (as calculated per the Building Valuation Data sheet) I Plan Review (due at time of submittal): $~U .-Y L! I 232.. Sq. Ft./L. Ft added: Squares BTU's Gallons Amps OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for. compliance with the Wheat Ridge Building Code (I.B.C) and all other applicable Wheat Ridge Ordinances, for work under this permit. Plans subject to field inspection. CIRLCE ONE:: (OWNER) (CONTRACTO-R))~ or PERSONAL REPRESENTATIVE of (OWNER) (CONTRATOR) PRINT NAME: J ~e^' 4 t SIGNATURE: Date: /d 0S ~ U -6 m O a c Q. IV N o ~ I w O N ~ b O O O O . .n u N Y 1 N L m V n V i ~ o J CL U" W Q r ) _ N m m E lip - a~ i _ -0'B ~ N ~ v y Y V O GV u 0.. -V. al ( f1 , Cl 0 w E H O m- _ . N o N L CL T N Y L L O N Y O U Y ~ vi Z c O 0 0 U W M _ H r - m n j O U i ^ ' m 2 w d c .2 Q m (z Ww w 3 i 0 ~ c O CL w v f f O w ce N WWI O.f" W < O P Y } Q m 1 O w m N 4 _0 = o a ae o E 6 Z o -a O- Z Q- tN m Q CL Q J A 'Q; ~S 41 r ~ 1I v O ~ L o S ' C _ I ~ vv Y a m Y b o O v ~ V m ~ Y T m_o m n _a m O 9 > ~ m O O T Q `a m C m ~ Y o ~ V 7 V O d u a Y u Y N: -0 m mT ~ C 3iU m~Q d a~ ~ ~aa -00 U - V Y UU U CL~ CL L Y°2 0 o u Q V U (a a UVFFO 0 O N fl. a R L U Q W m L i C CL N L 1- ~lj 43 a N a Z ew 0 ro N _p p Cl) o Q l s F W ~a > w N ce W O Q 3 v Z V 00 Q T s p w ~ ooh - I o v N ~ w Q w ~ Y ce 4) z 00 E 0 c c m ' 0 . -v Clv:: Q . N Y ce (a Y W U 00 F V N U U O 0. U N E F V O v C p 0 C o L L U w a~ a~ o C v a0 = F E L O O N . ' U [ . U 3O ~ C - o`n-o L 00u m. C ca Y a o O 0 0 a. a h ,y, < a ) a) ¢ u to 00 u p w w e z W C n C w n ¢ C - 00 vYmi =W N C W L E p YN a~ o 7 41 cw/] U Z Y C m E~ a) w s a) Dow ? m > m F 04/13/09 15:33:52 City of Wheat Ridge Page bp340-iq ESTIMATE OF VALUATIONS AND FEES mmackey THE FOLLOWING INFORMATION ARE ESTIMATES ONLY AND NOT ACTUAL VALUES. CODE-- DESCRIPTION-- VALUATION --------FEE - --USE TAX prm Permit Fee 3,700.00 126.50 0. 00 rvw Plan Review F 3,700.00 82.23 0. 00 totva Total Valuati 3,700.00 0.00 0. 00 use Use Tax 3,700.00 0.00 66. 60 TOTAL VALUATION: 3,700.00 FEES VALUATI ON: 3,700.00 PERMIT FEE: 126.50 USE TAX: 66.60 OTHER FEES: 82.23 TOTAL FEES: 275.33 1 t G w8 IRC Section 310 for clear ng dimensions, sill height, well -tion, ladder construction and APPROVED Subject to Field Inspections Wheat Ridge Building Dept. Date: " / u / Plan checker > ^ O m A rn ~ w n z O Z y O Z v a 00 A C 3 Z K K n 3 m g z b 0 p O 6 p A NOT TO SCALE 6711 W. 36TH AVE WHEATRIDGE, CO. 80033 SENNETT WINDOWS 1420 E Amherst Ave, Englewood, CO 80113 720.838.0008 720.596.4561 trJ c . Npap /Z ~ z A 1420 E Amherst Ave, Englewood, CO 80113 PHONE: 720.838.0008 FAX: 720.596.4561 IRC Section 310 for clear ng dimensions, sill height, well ;tion, ladder construction and >tg requirements SILL PLATE TOP OF FND WALL L3Y2'X4"X%" ~4" 4" 4" GUT FND O T INSTAL DIA. HILTI KWIK OL III ANG R BO TS (OR EQ ) W , MI 3" GUT TOP FLANGE OF {I ANGLE -684 I -634, 2-5" I,-4" NEW OPENING 'IVJ)f?fl U)w sj/l - l~r '1t~fLNL &F t~r4eylaa?z- L'e-7762- OF /n/5A~-70-, ~ lg5pff -N ,//gild/ j )V VIst"~ R, c. O O o i m y z o z A 3 N Z D K O K A y N p a z O b p O z A o 6711 W. 36TH AVE WHEATRIDGE, CO. 80033 SENNE77 WINDOWS m-~a~ by °pi Md 0"zcn] 0 6/19/02 rh Floorjoist Typical soffit Insulate per Firestop here Finish 2000 International or here material Residential Code 1 r r t Firestop here Firestop concealed spaces of furred walls and soffits at 10 foot or here intervals along the length of the wall with 2x4 lumber, 3/4 inch r or here plywood or gypsum board nailed to all stud and held tight to r concrete foundation wall from floor to ceiling. 1 Fill remaining gaps at top and bottom with mineral wool or ; fiberglass insulation. New 2x4 perimeter wall - p New 2x4 interior partition Existing concrete foundation wall Wall finish material - 40d nails every 24 inches through bottom plate into floor plate. Pre-drill holes in bottom plate for 40d nails Minimum 1 112 inch void space 2x4 floor plate anchored to floor slab Spacer-- same thickness as wall finish material Basement floor slab Emergency Escape And Rescue window wells must provide a minimum area of 9 square feet with a minimum dimension of 36 inches and shall enable the window to open fully. If the depth of the window well exceeds 44 inches, a permanently affixed ladder must be provided.The ladder must not interfere with the operation of the window. Window well vier aear aimensions wnen may openea \ to provide 9 square feet of opening. Ladderor stair ` \°l Emergency 36" escape or mina' ,44• rescue opening 7 ,.Fk?z with finished sill height below the adjacent Ladder orstair permittedto grade encroach a maximum of 6 inc into the required dimensions. This handout was developed by the Colorado Chapter of the International Code Council as a basic plan submittal under the 2000 International Residential Code. It is not intended to cover all circumstances. Check with your Department of Building Safety for additional requirements. Emergency Escape And Rescue Windows must meet the following cdteda: • A minimum total operable area of not less than 5.7 square feet. • A minimum dear operable height of not less than 24 inches • A minimum dear operable width of not fens than 20 inches. • Afinished sill height of not more than 44 inches above the floor and should be operable from the inside without the use of separate tools, knowledge or effort. Examples of Complying Height & 21'1 Width Combinations 3411 1' "I 4 Operable Operable dear area.7. aread.7 . i 24 i : dear Floor Minimum size window for44• max Minimum size window for P4' dear height _ 20" clear width 141 ¢ a City of Wheat~idge COMMUNITY DEVELOPMENT City of Wheat Ridge Municipal Building March 2, 2009 Ms. Debra Rens 6711 W. 36"' Place Wheat Ridge, CO 80033 7500 W. 29`" Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2846 F: 303.235.2857 Re: Building Permit 081472 - 6711 W. 36" Place, Certificate of Occupancy Dear Ms. Rens, Congratulation on your recent completion of the basement finish work in your home. The City values the reinvestment you have made in the community. I have been made aware by our building inspector, Kirk Cadotte, that you have, in conversations with Kirk during the course of the inspection process, expressed the potential in the future to possibly occupy the above address with a second apartment (dwelling) unit in the basement. I wanted to take this opportunity in conjunction with issuing a new certificate of occupancy for the property to make you aware of certain building and zoning code requirements in relation to this property that limit and restrict the occupancy of the basement or other portions of the house as a second apartment or "dwelling unit" as it would be referred to in the Wheat Ridge Code. • Your property is zoned R-2, which allows single family homes generally, and two unit residential buildings, provided your property is of a certain minimum size. A property needs to be a minimum of 12,500 SF to allow a two-unit dwelling. Based on Jefferson County records, your property is 9,151 SF, which is not large enough to allow a second dwelling unit. Additionally, the width of your lot would need to be a minimurn of 100 feet to allow for a second dwelling unit. • As a one-family dwelling, your property is allowed to be occupied by one family unit. Section 26-123 of the Wheat Ridge Code defines a family as: "one or more persons related by blood, marriage, adoption, or legal custody plus domestic services employed for service on the premises, or a group of not more than three (3) persons who need not be related living together as a single housekeeping unit." • The building permit referenced above authorized you to perform certain basement finish work, but that did not include any approval to create bedrooms or other activities such as a kitchen that would create a second dwelling unit in your basement. • In order to be considered a second dwelling unit, the space would need to include legal bedrooms, cooking facilities and a physical separation from the main upstairs living quarters. • Because of the R-2 zoning provisions, you are not allowed to modify the structure as noted above, such that you would create a second dwelling unit on the property. In addition to these zoning restrictions, there are certain Building Code requirements that also limit your ability to occupy the basement as a second dwelling unit or apartment. www.ci.wheatridge.co.us In order to occupy any areas of the basement as "sleeping rooms", egress windows complying with all requirements of Section R310 of the 2003 International Residential Code are required. Notwithstanding the zoning restrictions noted earlier in this letter, if any area of the basement were to be occupied as a separate dwelling unit from the remaining portion of the basement or residence above, a complete, approved one-hour fire separation assembly is required to separate each unit. Installation of kitchen facilities that include a kitchen sink in the basement area would constitute a separate occupancy under the 2003 International Residential Code, which would require the installation of a complete approved one-hour fire separation. The Wheat Ridge Code does allow you to have a limited number of renters or roomers as an accessory use to the primary occupancy as a single family home. Under those provisions in Section 26-123 ("Rooming/Boarding"), you are allowed the following: "(as) an accessory use to a dwelling, where in addition to a family as defined herein, not more than two (2) persons not related to the family are provided lodging and meals for compensation, either paid directly or indirectly, and on a contract basis for not less than seven (7) days." Those renters would need to occupy legal bedrooms (with egress windows as noted above) and would need to have access to the living and cooking quarters within the house. Please let me know if you have any questions on these requirements or if I can be of additional assistance. Thank you. ( Respectfull , Kenneth Johnstoir AICP Director of Comrrihnity Development C: Building Division file 03/20/09 09:00:56 City of Wheat Ridge Page 1 bp701-1s PERMIT INFORMATION - 081472 mmackey PERMIT INFORMATION: Permit#: OB1472 Permit Type: Residential Remodel Permit Dt: 12/29/2008 Expires: 06/27/2009 Address: 6711 W 36TH AVE Parcel Cd: 39-252-07-011 OWNER: Debra Rena Address: 6711 W. 36th Ave City/St/Zip: Wheat Ridge CO 80033 LAND PARCEL INFORMATION: Zone Cd: Unassigned DO: 1 Start Use: Unassigned Last Zone Dt: Subdivision: THOMAS Annex Dta Cant Type: Miscellaneous Lot:. Block No: 0 Legal: JOB DESCRIPTION: Remodel basement, add bath, workout room, office, access FEES QTY DOE PAID: Permit Fee .00 1,252.15 1,252.15 Plan Review Fee .00 495.70 495.70 Total Valuation 40,676.00 .00 .00 Use Tax .00 1,252.15 1,252.15 3,000.00 3,000.00 SetBacks-Front: 0.0 Left: 0.0 Right: 0.0 Back: 0.0 CONTACTS: owner Debra Rens 6711 W. 36th Ave Wheat Ridge CO 80033 3032916445 sub CLS Krebs Plumbing Jacob Krebs 3320 Quay Street Wheat Ridge, CO 80033 3032029450 sub CLA Howie's Electric Michael Howerton 804 Kalispell St. Aurora, CO 80011 3033608226 PARCEL INFORMATION: 10 Structure Type RAND 20 Year Built 1958 30 Property Type REBID PERMIT CONDITIONS: KC: Approved per attached pland and notes on plans. Subject to field inspections. Must comply w/ 2003 IRC & 2005 NEC. All foundations must be inspected and verified to the building division by wet stamp letter of approval from the Engineer of Record. APPROVALS: REQUIRED INSPECTIONS STATUS: PERMIT NOTES: 12/29/08 Fees doubled for work without permit. 12/29/08 Given to JS for review 12/29/08 CREATED FROM APPL# 08-0450 INSPECTION INFORMATION: # TYPE CONTR# CALLED CNCL. WHO REQ DT INS DT STATUS 1 pri:Plumbing Rough insp. 08-0067 01/16/09 no kc 01/20/09 01/20/09 COMPLETE 03/20/09 09:00:56 City of Wheat bp701-1s PERMIT INFORMATION 2 eri:Electrical Rough Ins 02-0581 01/16/09 no my 01/20/09 3 fri:Framing Rough Insp. 01/16/09 no kc 01/20/09 4 CONCR:COncrete 01116109 no KC 01/20/09 5 OWS:Brywall screw/nail 01/23/09 no KC 01/26/09 6 PFI:Plumbing Final Insp 08-0067 01/23/09 no KC 01/26/09 7 PFI:Plumbing Final Insp 08-0067 02/10/09 yes KC 02/13/09 8 EFI:Electrical Final Ins 02-0581 02/10/09 yes MV 02/13/09 9 BFI:Building Final Insp 02/10/09 yes KC 02/13/09 10 PFI:Plumbing Final Insp 08-0067 02/17/09 no KC 02/18/09 11 EFI:Electrical Final Ins 02-0581 02/17/09 no MV 02/18/09 12 BFI:Building Final Insp 02/17/09 no KC 02/18/09 13 MIS:Miscellaneous 02/19/09 no KC 02/20/09 ridge 081472 01/20/09 COMPLETE 01/20/09 COMPLETE 01/20/09 COMPLETE 01/26/09 COMPLETE 01/26/09 COMPLETE 02/18/09 INCOMPLETE 02/18/09 COMPLETE 02/18/09 INCOMPLETE 02/20/09 COMPLETE Page 2 mmackey CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office ' (303) 235-2857 Fax INSPECTION NOTICE Inspection Type: goo/. Job Address/Permit Number: <°!1P v1 y, ':yW o r ~ ~ 2 E ❑ No one available for inspection: Time AM/PM Re-Inspection required: Yes < 00 When corrections have been made, call ~forre-inspection at 303-234-5933 Date: ,1~,ZV o`~ Inspector: ~ is? DO NOT REMOVE THIS NOTICE INF,-, ECTION RECORD Occupancy/Type INSPECTION LINE: (303) 234-5933 x' Inspections vvill not be made unless this card is posted on the building site a Call by 3:00 PM to receive inspection the following business day. INSP'ECTOR MUST SIGN ALL SPACES PERTAINING TO THIS JOB FOUNDATION INSPECTIONS DATE ' "INSPECTOR INITIALS `COMMENTS Footings/Caissons - Stemwall / (CEG) Concrete Encased Ground Reinforcing or Monolithic Weatherproof / French Dcain Sewer Service Lines Water Service Lines 1,. CONCRETE SLAB FLOOR Electrical (Underground),. Plumbing (Underground) Heating (Underground) ROUGHS Sheathing Lath / Wall tie Mid-Roo"f Electrical Service Rough Electric Rough Plumbing ;j "py' A/, r~fr> tc L7 ic'J7 K i~za Gas Piping Rough Mechanical i d L`>w Ae6 Framing i C DfY oCG Insulation; Drywall Screw - FINALS Electrical Plumbing 0~1 Mechanical Roof Building Final 6t/'.2vlp'7 CG Fire Department R.O.W & Drainage INSPECTIONS FOR PLANNING &ZONING, FIRE AND PUBLICE WORKS Parking &Landscaping SHOULD BE CALLED AT LEAST ONE WEEK PRIOR TO FINAL INSPECTIONS. **NOTE: ALL ITEMS MUST BE COMPLETED AND APPROVED BY PLANNING. AND ZONING,.. BUILDING AND PUBLIC WORKS. BEFORE A CERTIFICATE OF OCCUPANCY IS ISSUED. FINAL INSPECTION BY THE BUILDING DIVISION DOES NOT CONSTITUTE AUTHORIZATION OF A CERTIFICATE OF OCCUPANCY NOR PERMISSION FOR OCCUPANCY. OCCUPANCY NOT PERMITTED UNTIL CERTIFICATE OF OCCUPANCY IS ISSUED PROTECT THIS CARD FROM THE WEATHER Debbie Rens 6711 W. 36`h Avenue Wheat Ridge, CO 80033 Re: Foundation Wall / Concrete Steps Reinforcement Observations 6711 W. 36th Avenue, Wheat Ridge, CO 80033 RJH File No.: REN122008 Reference: Partial Basement Plan by Hardesty Consulting, LLC dated December 27, 2008, RJH File No.: REN122008. Dear Ms. Rens: As requested, I performed limited, visual only, observations of the above referenced home on January 21, 2009, January 29, 2009 and January 30, 2009. The purpose of these visits was to verify that the placement of the foundation wall and concrete steps reinforcement, void form material and insulation board was installed in conformance with the above referenced Partial Basement Plan, specifically Detail 1 on Sheet 4 of 5. At the time of my visits, the placement of the foundation wall and step reinforcement for the stairwell enclosure was observed to be in general compliance with the above referenced plan and detail. The placement of the 4-inch rigid insulation and 4-inch void form material was also observed to have been installed in general conformance with the above referenced plan and detail. I appreciate the opportunity to be of service. If you need additional information or have any questions or concerns, please feel free to contact me at (303) 627-3791. Respectfully submitted, Ryan J. Hardesty, P.E. , Colorado Registration No. 35805 ♦ i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 235-2857 Fax INSPECTION NOTICE Inspection Type: UGC"Grf2/Gig Job Address: /_J .3l Permit Number: Z- . 777 ❑ No one available for inspection: Re-Inspection required: Yes /N( "When corrections have been mad /ca Date: 7- Inspect DO NOT REM( AM/PM at 303-234-5933 NOTICE Page 1 of 1 Kenneth Johnstone From: kwjdcj@aol.com Sent: Friday, January 23, 2009 11:17 AM To: undisclosed-recipients Subject: Zoning Violation I was not entirely sure what department or who in particular to send this to. I hope this message is going to someone who will be able to respond to my email. I live on the 6000 block of W 36th Avenue. One of our neighbors, Debbie Rens at 6711 W 36th Ave has been doing major construction on her house the last several weeks. I know this is not the first complaint the city has received about her. I understand that the construction was begun without a permit--a situation that has been remedied... However, most of the neighbors still have some concerns. I am not sure what the permit allows her to do, but she has told several of the neighbors that she is building a rental apartment in her basement. She has built a separate basement entry and is now pouring concrete for a separate sidewalk to that entry. It is my understanding that our area is not zoned for multiple family structure.... We are zoned R2 and our lots are slightly over 9000 square feet. If I read the Zoning requirements correctly, our lots are not large enough for her turn her house into two-family. This issue has been brought up to her by neighbors... and, I believe, by the city. She has told some of the neighbors that she does not care if it is legal to turn her basement into a rental apartment. She said it is her house and she will do what she wants. I have several questions.... Most of the neighbors are concerned about what this may do to the neighborhood and the property values. Is she allowed to turn her basement into a separate rental? Does she need a zoning variance in order to turn her single family home into a multiple family dwelling? Is she has a variance, was there any public notice or hearing? Is there anything that can be done about the situation prior to her actually completing the work and renting the basement apartment? We will appreciate hearing from you. Kendall and Deborah Johnson 6745 W 36 Ave Wheat Ridge, CO phone--303-431-5734 A Good Credit Score is 700 or Above. See yours in just 2_easy steps! 1/23/2009 Pagel of 3 Kenneth Johnstone From: Kenneth Johnstone Sent: Friday, January 23, 2009 12:19 PM To: Adam Tietz; John Schumacher; Melissa Mackey; Meredith Reckert; Jeff Hirt; Kathy Field; John Schumacher Subject: RE: Zoning Violation Thanks for the prompt response - I will respond to the Jolmsons. Based on what I received, my response is as follows: • Work initially began without a permit • Work now has a permit for a basement finish, including a new exterior stairwell and maintaining the existing interior stairwell connecting to the 1St level of the house • Proposed floor plan does not include any kitchen facilities • Based on the lack of a kitchen and the continued connection to the main house, the finish work does not appear to be a 2nd unit or apartment • Based on the R-2 zoning, a second unit is not allowed unless the lot size is 12,500 SF • They could pursue a variance request, but have not at this point • Variance may be difficult to get (would have to meet criteria) and would require public notice and an opportunity to comment at a neighborhood meeting and subsequent public hearing • During the building inspection process, we will be certain to watch for any modifications to the plans that might turn the space into a second unit Please correct me if I'm missing anything. Thanks Ken .Johnstone, AIC P C oumiunitt De ti elol>I1Ien Director L Wheal Rid-,,c, Colorado 40033 OfflicePlione. 303-235-28,14 City Of ' £ l.eansscirii i Y t3€c€tCii'txrNa From: Adam Tietz Sent: Friday, January 23, 2009 12:04 PM To: Kenneth Johnstone; John Schumacher; Subject: RE: Zoning Violation 6 v~ LA l cV ~p sr)hV.s6v, k,V1 ~ 4 av~ I . ( Melissa Mackey; Meredith Reckert; Jeff Hirt 1-v3 1C, ~ . I%- I'm not sure how this all began but from the research that I've done, it looks as if the email is pretty accurate. The second unit would not be allowed because the lot is not large enough. The lot is only about 9,500 sq ft. The minimum lot size for a duplex in the R-2 zone district is 12,500 sq ft. The permit that was issued was only issued for a basement remodel and therefore no planning review was required. Sounds like we have a situation. Adam Tietz Plainer Office Phone_ 303-235 ?845 1/23/2009 Page 2 of 3 Cm} of '1-rcat cTc From: Kenneth Johnstone Sent: Friday, January 23, 2009 11:50 AM To: John Schumacher; Melissa Mackey; Meredith Reckert; Adam Tietz; Jeff Hirt Subject: FW: Zoning Violation Can anyone shed any light on this inquiry? The e-mail does not disclose who all she sent it to, so Pm guessing it may have been broadly sent. Thanks. Tien .Johnstone, ATCP Community Development Director Wheat Ridge, Colorado 80033 Office Phone: 303-235-2844 Oily of 'rl 1C c- From: kwjdcj@aol.com [mailto:kwjdcj@aol.coml Sent: Friday, January 23, 2009 11:17 AM To: undisclosed-recipients Subject: Zoning Violation I was not entirely sure what department or who in particular to send this to. I hope this message is going to someone who will be able to respond to my email. I live on the 6000 block of W 36th Avenue. One of our neighbors, Debbie Rens at 6711 W 36th Ave has been doing major construction on her house the last several weeks. I know this is not the first complaint the city has received about her. I understand that the construction was begun without a permit--a situation that has been remedied... However, most of the neighbors still have some concerns. I am not sure what the permit allows her to do, but she has told several of the neighbors that she is building a rental apartment in her basement. She has built a separate basement entry and is now pouring concrete for a separate sidewalk to that entry. It is my understanding that our area is not zoned for multiple family structure.... We are zoned R2 and our lots are slightly over 9000 square feet. If I read the Zoning requirements correctly, our lots are not large enough for her turn her house into two-family. This issue has been brought up to her by neighbors... and, I believe, by the city. She has told some of the neighbors that she does not care if it is legal to turn her basement into a rental apartment. She said it is her house and she will do what she wants. I have several questions.... Most of the neighbors are concerned about what this may do to the neighborhood and the property values. 1/23/2009 Page 3 of 3 Is she allowed to turn her basement into a separate rental? Does she need a zoning variance in order to turn her single family home into a multiple family dwelling? Is she has a variance, was there any public notice or hearing? Is there anything that can be done about the situation prior to her actually completing the work and renting the basement apartment? We will appreciate hearing from you. Kendall and Deborah Johnson 6745 W 36 Ave Wheat Ridge, CO phone--303-431-5734 A Good Credit Score is 700 or Above. Seeyouurs_in just 2 easy steps! 1/23/2009 4' CITY OF WHEAT RIDGE Building Inspection Division i (303) 234-5933 Inspection line (303) 235-2855 Office - (303) 235-2857 Fax --1'! INSPECTION NOTICE Inspection Type: ,PVWi 81M-1. M-€O 4 '~in4 Job Address/Permit Number: 0711 k. 3GZ4 films r 9t rY7A 4,11 11-W oug D ,zyn 7-r~,j ci -/AyS ❑ No one available for inspection: Time /,~9; 2S AM/PM s k Re-Inspection required: Yes No When corrections have been made, calls for re-inspection at 303-234-5933 Date: tlofo2 Inspector. DO NOT REMOVE THIS NOTICE (17 i CITY OF WHEAT RIDGE ~j Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office - (303) 235-2857 Fax . - 1 p INSPECTION NOTICE Inspection Type: L~~•~~T~~/~-~9Z~ ~~~/~`7L Job Address/Permit Number: leJ. _3~< 1_2'4,l/Z J s ❑ No one available for inspection' me AM/PM Re-Inspection required: Yes (No i When corrections have been made, cal for re-inspection at 303-234-5933 Date: l Inspector: DO NOT REMOVE NOTICE " 1 City of Wheat Ridge l Residential Remodel PERMIT - 081472 PERMIT NO: 081472 ISSUED: 12/29/2008 JOB ADDRESS: 6711 W 36TH AVE EXPIRES: 06/27/2009 DESCRIPTION: Remodel basement, add bath, workout room, office, access CONTACTS owner 303/291-6445 Debra Rens sub 303/202-9450 Jacob Krebs 08-0067 Krebs Plumbing sub 303/360-8226 Michael Howerton 02-0581 Howie's Electric PARCEL INFO ZONE CODE: UA USE: UA SUBDIVISION: 0479 BLOCK/LOT#: 0/ FEE SUMMARY ESTIMATED PROJECT VALUATION: 40,676.00 FEES Permit Fee 1,252.15 Plan Review Fee 495.70 Total Valuation .00 Use Tax 1,252.15 TOTAL 3,000.00 Conditions: KC: Approved per attached pland and notes on plans. Subject to field inspections. Must comply w/ 2003 IRC & 2005 NEC. All foundations must be inspected and verified to the building division by wet stamp letter of approval from the Engineer of Record. I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with the Wheat Ridge Building Code (I.B.C) and all other appl,ieable) Wheat Ridge~Ordinances, for work under this 12e=it. Plans subject to field inspect on. Signature of contractor/owner t date I 1. This permit was issued in accordance with the provisions set forth in your application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Codes of Wheat Ridge, Colorado or any other applicable ordinances of the City. 2. This permit shall expire 180 days from the issue date. Requests for an extension must be received prior to expiration date. An extension may be granted at the discretion of the Building official. 3. If this permit expires, -a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes have been or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. 4. No work of any manner shall be done that will change the natural flow of water causing a drainage problem. 5. Contractor shall notify the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceeding with successive phases of the job. 6. The issuance of a permit or the approval of drawings and specifications shall not be construed to be a permit for, nor an approval of, any violati n of the provisions of the building codes or any other ordinan,~e, law, rule or regulation. All plan review is ct o field inspections. Signature of Chief INSPECTION V.,...-. LINE: .(303)234-5933 BUILDING. OFFICE: (303)235-2855 pF WHEq>,P/ City of Wheat Ridge Building Division m 7500 W. 29th Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-235-2857 c p Inspection Line: 303-234-5933 OCORPp p Building Permit Application Date: ' Plan og-nttc~o Permit #:0 D f -7-4- Property Address: 141711 A~ 36 / 1 `-n cc e-,~ Property Owner (please print): DleL r-ol S, Re yj , Phone: 303 ^a9 ) -01-5 Mailing Address: (if different than property address) Address: City, State, Zip: OVLrt3~T Contractor: f`n n}rn r4nr 1 icnngp V' Phone: Sub Contractors: Electrical City License 0,~~ Plumbing City License t fg-)fI(e-7 Mechanical City License Company: Company Company: Exp. Date: Exp. Date: Exp. Date: Use of space (description): Construction Value~,$TI Description of Work: " y~ d (as calculated per the Budding valuation Data shee B~EME/61r " /7f~U Plan Review (due at time of submittal): irJO~KouT JZo0M DFF/Eop~ t~ ,(V C}UQ • 4 \ Sq. FL/L.Fta4deid:/-%~V Squares BTU's _ Gallons Amps j17-M OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with the Wheat Ridge Building Code (I.B.C) and all other applicable Wheat Ridge Ordinances, for work under this permit. Plans subject to field inspection. CIRLCE ONE:: OWNER (CONTRACTOR) or PERSONAL REPRESS TAT~VE Of (O fNER CONTRATOR) PRINT NAME: ~ URA S ~P YlS SIGNATURE: Date: l 2~ ZONING COMMENTS: Zoning: Reviewer: PUBLIC WORKS COMMENTS: Reviewer: 'MENT'USE ONLY 13~v d e;4~,.3V = ~gy7d t'w- /l9Er/ ~s2£ff u»rv/ 9~° BUILDING DEPARTMENT C AAEl TS ~QD7/GrT~ PCfi~ prr/1r~!'/~o 67y ~ _ ANCY: FIRE DEPARTMENT' ❑ approved w/ comments ❑ disapproved ❑,no review required Bldg Valuation: $ y0~0~1y G v James R. Johnson & Sons. Concrete 97651W. 2:e Place I I dkewood, CO 80215-15071 Offba 303.232.7921 Jim call: 303-523-48% 1 Duane cot 720-550.8894. { Corky cell: 203.5847248 JOB ESTIMATE ~0: _ C7 r b b, c 0- p s PHONE: DATE: JOS COCATiW G 7 U 3L' 1< J08 DESCRiPrfION: n i c L A)/ G 6, d Al cal G r a f 0 n S7ti I t ~cSF "T ~n~G.Yn.dr~ d /as'IG.d E',~res / ncla~~ -73-4- 27 VndW dat Wm of Vit =Wad the wedmwa* won** is not. alt W t ua, p p made ht ka Two oaaitraot ow ft andre V~~ea~ #~+rom no oVW undWdW dr,0 g1,dSrs or atl.ntfaas 0-M+ be UNWO wow in rr "ma alpnaa by bot pries. U n%WW wtt aasi ftW t bs fty Ak wat to be aomgn ina *ddW al N RINgraN aetaA Ig to *Wehrd pra fcae. Szh Whg WIN Se done _....~'~amaafals.tetsttrea~; 0-i r►aat at and tabor to Ootrtpit#trttil9 jolt as dwat wd above. for the * of Oft span thdwW dower fro " y oer iVaa ooml>fadon sip ,/e • Tt]T'A! i_ ~ '7r- a UPON COMPLETION Of +MK THE Uiirri~ }+{pigt 90AORt M TU NAKE PAYMM M FULLOF THE MOUNT SHOW ABOVE. ACCEPTANCE Of PROPOSAL. Thie a a M 0-U a Aropoaai baoaetaa a w9at bkwhg canbact 4M tba dale d, A tlnanaa to 30 days A" Aw In rdmkrL oaata std taaam"tim SftiiSA for conedone w," gd an o{ 1'1G par monltt w a ova 30 mr. P~+WAN aril to nuda to odned dtara. Fwiaa to pay are OW41A b a MOW** Ilan So *ph* I* be an AV w Ran 0-,a wWjM ,*MVct may a atlettvad by paptep a canCiCaMCtt fw an tlta aarabtatt d 5% 0-r jht oantart ~ '-ft pne w Cnoaladon w of V n - days of awn. Pfd b0- WRItd etm it not acoapttdaitl8n SUtM MEL+ar. ACCEMD By (pRwT NAkE. ctas+«~" owe Buamrrrm. _ /11 / i v 8 l anda g rat > m o U U ~ U c U M y ~ O ~N✓✓ 1-+ W TE x 60, PROJECT` _.._p_ i.... I r U bq 0 a) fl 0 O .s. -0 C-4 t. , b u v o .r- j N 0 ' • O M O a 7z •3 1°o c 8,9 1 ~y x M O O m ~ O ~ M xo CHK.: NO. . ' N5 f 'Y k~ I 1b, qq~~I t1 _ ' P 1" * r ' f fr. , { ll A,pf 14 'y 1 ~ r r ~ - I 5 APC 208 9180 PROJ EGT' COMPUTATIONS Gas fireplaces must comply with IFGC and manufacturer's installation specifications. Direct connect smoke alarms are required. iv,r~ ~~TaN Q6o:7.5' i J l I t_ -t r , ! f'~l 3 -F,a- Z ( I L p i 4 'J kb-%, nr,. A&I/ i - i Y- ! Outlets in bedrooms shall be Arc- Fault protected. r I f I I I , I I I r # ; r A minimum of 21" of clear space is required in front of lavatories. t}fj Minimum 30" clear area for toilet is required with minimum 15" from rZ~{~ center to sidewall on each side. Minimum 50 CFM exhaust fan vented to exterior shall be provided t { ± ? -in toilet rooms and bathrooms. Walls in shower shall have non- absorbent finish to 6' above floor. , t I I 4'-8" I EXISTING VERIFY I STAIRS II I I MISTING BEARING :E- /NEW OR HEADER TO CONSIST FRAME WALL OF A DOUBLE 1 3/4" x 5 1/2" LVL EXISTING DOOR HEADER (1.9E) HEADER, SUPPORTED AT TO REMAIN EACH END WITH (2) 2x4 TRIMMERS AND (1) 2x4 KING STUD EXISTING BASEMENT F NEW EGRESS WINDOW LOCATION. REFER TO DETAILS ON SHEET n nr c NEW EGRESS DOOR LOCATION. REFER TO DETAILS ON SHEET 3OF5.-\ Ir F-- F----- II II II II II II II II II II J DRILL & EPOXI HORIZONTAL REBAR INTO EXISTING WALL, MINIMUM 4" EMBEDMENT. / EQ.t EQ.t II II 4a UP a d OTHERS TO ENTER INTERIOR SUMP PIT WITH SUMP PUMP- 20'-4 1/2" FIELD VERIFY CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. ALL DISCREPANCIES, CHANGES OR MODIFICATIONS SHALL BE BROUGHT TO THE ATTENTION OF RYAN J. HARDESTY, P.E. PRIOR TO CONSTRUCTION. 1 j J Department WIAL-- pe mR Of eppraiel of 0104, spedR d1m ink for, or an epprord of, 0y V101"10 wing code or of any CRY ordinM, Fto%idw orr twpr"Wo"efaw .......r xm Cw droll net M retd. DRILL & EPOXY HORIZONTAL REBAR INTO EXISTING WALL, MINIMUM 4" EMBEDMENT. 00 I r Li Uj W 0 J W W W H M Foundations inspections shall be performed by the engineer of record and verified to the Building Division by wet-stamped letter of approval prior to rough framing. PARTIAL BASEMENT PLAN II II II (3) 2x4 TRIMMER STUD POST Wheat) p II BUIL VAft ol..~1 NEW OPENING HEADER CONSISTING „ RM OF A DOUBLE 1 3/4" x 9 1/4" LVL (1.9E) HEADER SUPPORTED AT EACH END WITH A STEEL COLUMN AS NOTED AND (3) 2x4 TRIMMERS AT THE STAIRS. NEW 3" DIA. ADJ. STEEL COLUMN (SCHEDULE 40), EXTENDING THROUGH EXISTING CONCRETE SLAB AND FASTENED TO EXISTING FOOTING WITH (2) 1/2" DIA. EXPANSION ANCHORS (4" EMBEDMENT) a" as u ~a a EW FOUNDATION WALL OR STAIR ENCLOSUR REFER TO DETAILS 0 SHEET 4 OF 5. 3/8" = 1'-0" 5T Y •'.`7•y. ° ' v> N e~ ~ PLO ~ o Q W 0 0 > z z W C) U Q C4 w d a ~ a 3 ~ o w N a U a H c7 ~ „ s H ~O N W ~ U bD a w ~ 0 5 ~ AA O U x ° y y U O w M ~ U ~.y r-i 4 a n o ~l V ~ 0 ~ d x RBI FILENO: REN122008 DRAWN BY: RJH SCALE: 3/8" = P-0" DATE: DECEMBER 27, 2008 SHEET: OF: 5 NOTES: 1. VERIFY ALL DIMENSIONS PRIOR TO STEEL PURCHASE AND INSTALLATION. WINDOW SIZE IS ASSUMED TO BE 48" WIDE BY 48" TALL. 2. ALL WELDING SHOULD BE PERFORMED BY A CERTIFIED WELDER. 3. SPRAY ANGLES AND BOLTS WITH ZRC COLD GALVANIZING COMPOUND, OR APPROVED EQUIVALENT 4. FINISHED SILL HEIGHT SHALL BE NOT MORE THAN 44 INCHES ABOVE FINISHED FLOOR. 5. MINIMUM HORIZONTAL AREA OF THE WINDOW WELL SHALL BE 9 SQ. FT., WITH A MINIMUM HORIZONTAL PROJECTION AND WIDTH OF 36 INCHES. EXISTING TOP PLATE TO REMAIN EXISTING FLOOR SHEATHING EXIST ING WALL FRAMING EXISTING WALL FRAMING TS 2" x 5" x 5/16" TUBULAR STEEL EXISTING TOP PLATE MEMBER, TOP OF WINDOW OPENING, TO REMAIN EXISTING FLOOR JOISTS FIELD WELDED TO SIDE OF ANGLES WITH 5/16" FILLET WELD A . EXISTING FLOOR I I SHEATHING EXISTING FLOOR JOISTS EXISTING BRICK VENEER I 1 4'-2 1/4' TOP OF WINDOW E " " " STEEL ANGL , L 3 x 3 x 1/4 L 3" z 3" x 1/4" OPENING, WITH VERTICAL LEG BETWEEN WALL TO BEAR x 5" LONG CLIP SHEATHING AND BRICK VENEER. ANGLE ALONG EXISTING FOUNDATION WALL WITH 4-INCH ANGLE WELDED MINIMUM BEARING. TO VERTICAL AND - - - i - HORIZONTAL FRAME 1 a - 16" TUBULAR STEEL 5 " " ANGLES WITH 1/4" x / TS 2 x 5 FILLET WELD, ALL o o ° MEMBER, TOP OF WINDOW OPENING, AROUND, EACH FIELD WELDED TO SIDE OF ANGLES SIDE OF WINDOW. d - - n 5/16• E70XX) (E70XX) 5116" d ° a in WITH 5/16" FILLET WELD. o i o - L 3" x 3" x 1/4" x 5" LONG CLIP ANGLE SAWCUT LINE TYP. . - m WELDED TO VERTICAL AND HORIZONTAL FRAME " - r , FILLET WELD, ALL AROUND, ANGLES WITH 1/4 L 5" x 5" x 3/8" a v °a - io EACH SIDE OF WINDOW. STEEL ANGLE, ALONG EACH SIDE N f a .d m - 3" TMP `D E70XX) 5/16' AND BOTTOM OF 3TYP. w WINDOW OPENING ' - THE WINDOW ° e - - ° ° ° OPENING, BOLT ° a z (WINDOW SIZE: 48" SQ.) ANGLES ONTO - d o SIDE AND BOTTOM OF THE WNDOW OPENING, FOUNDATION WALL - ° o ° e BOLT ANGLES ONTO FOUNDATION WALL AS AS SHOWN WITH " - d o g d SHOWN WITH 1/2° DIAMETER EXPANSION 1/2 DIAMETER 4'-3" ANCHORS WITH 4" EMBEDMENT, ALONG INTERIOR EXPANSION ANCHORS c~ EXISTING INSIDE TO INSIDE SAWCUT ;o ! ° SIDE OF WALL. FIELD VERIFY LENGTH OF WITH 4" EMBEDMENT, i ANGLES. ALONG INTERIOR m SIDE OF WALL. ° - I x h1 FIELD VERIFY ° ' 2x TREATED WINDOW BUCK, TYP. - I - m ; 1/2" DIAMETER EXPANSION LENGTH OF ANGLES. 4 I I a d n ANCHORS WITH 4" EMBEDMENT, o I 5/16" 10" E70XX) ~ (EION%) 5116" 10" . o ° . TYP 4 " E7UX.X) ' NOTCH HORIZONTAL 1 5/16 f0 LEG PRIOR TO X. - . 4 e ' INSTALLATION, ° 'd TYPICAL BOTH SIDES 0 0 0 - SAWCUT LINE, TYP. EXISTING I 1 ° - - -d. - - d FOUNDATION ° d: ° 1 a WALL - 8" d 1 - 1/8"' 1'-101/8"a g" - ° ° d °d - ° ° EXISTING FOUNDATION WALL I d 1 5'-0 1/4" WINDOW OPENING,- * WINDOW OPENING SHALL HAVE A MINIMUM NET CLEAR OPENING OF 5.7 SQ. FEEL SECTION A -A APPROVED * MINIMUM NET CLEAR OPENING HEIGHT SHALL N T S BE 24 INCHES. . . . Subject to Field IIISpeCtI0t15 * MINIMUM NET CLEAR OPENING WIDTH SHALL BE 20 INCHES. Wheat Ridge Building Dept. WINDOW CUT REINFORCING DE TAIL I S Date.,/, (INT ERIOR VIEW OF WALL) N.T.S. Signed/r. .......Plan Checker U1 W w o ril Q A z° o O aU ~ W A w ~ A i . w 3 ~ A ¢ W 3 a W U I~ v ~ Clr xo w 1 ~1 [I H ~ fV p ~ d OL C ~ C7 Q p U T: Gar y ~ , O U o w M ~ U r ~ L C" F x a o ~ 00 O x RJH FB.E NO: REN 122008 DRAWN BY RJH SCALE: N.T.S. DATE: DECEMBER 27, 2008 SHEET: 2 OF: 5 NOTES: 1. VERIFY ALL DIMENSIONS PRIOR TO STEEL PURCHASE AND INSTALLATION. DOOR SIZE IS ASSUMED TO BE 36" WIDE. 2 ALL WELDING SHOULD BE PERFORMED BY A CERTIFIED WELDER. 3. SPRAY ANGLES AND BOLTS WITH ZRC COLD GALVANIZING COMPOUND, OR APPROVED EQUIVALENT. A~ I EXISTING FLOOR JOISTS -~F r 3'-4 3/4" L3"x3"x1/4" x 5" LONG CLIP ANGLE WELDED TO VERTICAL AND - - HORIZONTAL FRAME -B- ANGLES WITH 1/4" ° FILLET WELD, ALL o AROUND, EACH SIDE OF DOOR. L5" x5"x3/8", STEEL ANGLE, ALONG EACH SIDE OF THE DOOR OPENING, BOLT ANGLES ONTO FOUNDATION WALL AS SHOWN WITH 1/2" DIAMETER EXPANSION ANCHORS WITH 4" EMBEDMENT, ALONG INTERIOR SIDE OF WALL. FIELD VERIFY LENGTH OF ANGLES. FOUNDATION WALL CONCRETE SLAB a- SAWCUT LINE, i d ° 3-5 a EXISTING INS i 3" TYP. ° d ° k DOOR OPENING i a d a ° x TREATED DOOR BUCK, TYP. ° d TNG TOP PLATE TO REMAIN EXISTING WALL EXISTING FLOOR SHEATHING (-EXISTING WALL FRAMING EXISTING TOP PLAT] TO REMAIN TS 2" x 5" x 5/16" TUBULAR STEEL MEMBER, TOP OF DOOR OPENING, EXISTING FLOOR FIELD WELDED TO SIDE OF ANGLES SHEATHING WITH 5/16" FILLET WELD. -T,F EXISTING FLOOR I'I JOISTS ° `1/2" DIAMETER EXPANSION a ° ANCHORS WITH 4" EMBEDMENT, TYP. d , I e i a d e d - ° A-_----- DOOR CUT REINFORCING DETAIL (INTERIOR VIEW OF WALL) N.T.S. d a° a ° d a ° a d ° a ' d d e ad - i e , i EXISTING ° FOUNDATION - WALL a d, w w ' _ - n EXISTING CONCRETE SLAB 14 4 a EXISTING BRICK VENEER L 3" x 3" x 1/4" STEEL ANGLE, TOP OF DOOR OPENING, WITH VERTICAL LEG BETWEEN WALL SHEATHING AND BRICK VENEER. ANGLE TO BEAR ALONG EXISTING FOUNDATION WALL WITH 4-INCH MINIMUM BEARING. TS 2" x 5" x 5/16" TUBULAR STEEL MEMBER, TOP OF DOOR OPENING, FIELD WELDED TO SIDE OF ANGLES WITH 5/16" FILLET WELD. L 3" x 3" x 1/4" x 5" LONG CLIP ANGLE WELDED TO VERTICAL AND HORIZONTAL FRAME ANGLES WITH 1/4" FILLET WELD, ALL AROUND, EACH SIDE OF WINDOW. L 5" x 5" x 3/8" STEEL ANGLE, ALONG EACH SIDE OF THE DOOR OPENING, BOLT ANGLES ONTO FOUNDATION WALL AS SHOWN WITH 1/2" DIAMETER EXPANSION ANCHORS WITH 4" EMBEDMENT, ALONG INTERIOR SIDE OF WALL. FIELD VERIFY LENGTH OF ANGLES. 1/2" DIAMETER EXPANSION ANCHORS WITH 4" EMBEDMENT, TYP. SECTION A -A N.T.S. EXISTING FOUNDATION WALL APPROVED Subject to Field Inspections Wheat Ridge Building Dept. Signed ....Plan Checker ~ H o F Q A A o 0 >0 z z V W d O A ~ F G a 3 o v V1 ~ W ] P4 P4 V W U W N w O b4 51 I..~ W OO O te ~ O n r - U . o 0 O a l y U O w 'd r 14 x a o ~ w O R1H FILE N0: REN 122008 DRAWN BY: RJH SCALE: N.T.S. DATE: DECEMBER 27, 2008 SHEET: 3 OF: 5 MINIMUM O ••.r..~~J%~/ UPPER WALL RFINFCRGEMENT .STY ~.`h~9✓ , n Tv t'O~ a 8 , J ~ M1 : 2 Z ' LIW~ @ 2 ALE W AS MIN. z'-D Q : C,_} n d 0 SHOWN. 3 ' N1T1 MRE (z) #5 GRnOE GO V' VAd L ~ ~ SL z T£RTIDAL ROM, FT'" O ' (2) #5 GRADE 60 HORIZ. OPE MIN. 107 AWAY F F . Tw m ~omz''a®Nt . OUNDATION FOR FIRST 5' TOP MID-PORTION & . LOWER WALL REINFORCEMEN EXISTING FLOOR , ' • ' • BOTTOM, AS SHOWN 29 z -o Mlx. T MIN. z -o FRAMING SYSTEM „ ° ° • - - UPP ER WALL REINEORLrNFNT a . 2„ CLR. EZ F ' ' • P 2 -0 MIN. T-0 MIN. B` Q EQ. " EQ. NOTE: BRACE TOP AND o BOTTOM OF WALL ( n ~M80 2• CM. TW'. ~ o PRIOR TO AS SIOWJ, RED f~ 'Z oo O PERM z (z) p GRADE 80 BACKFILLING W TH INK A z ? O - 8" THICK CONCRETE RN AS mom TIED SN R LOWFR WNL NFORCEMENT . TED W Q U FOUNDATION WALL TO 2'-0' MIN. WWTH WARE REBAR "A C) W F WITH 3000 PSI MIN. 0" ,o g COMPRESSIVE STRENGTH CONCRETE. #5 GRADE 60 VERT. NOTE " " W 3 a z EXISTING FOUNDATION WALL - 4 D.C., MIDDLE FOUNDATION WALL REBAR AT 18 NOT x F r-I A G d' O OF WALL, TIED TO HORIZ. SOWN FM N.AM TV, . . REBAR WITH WIRE e 3 W 'a FOUNDATION STEP DETAIL p 2 " #5 GRADE 60 HORIZ. REINFORCED CONCRETE 6 MIDDLE I B T T SLAB/STEPS OF WALL, TIED TO VER REBAR WITH WIRE. AT UNION TO EXISTING WALL, #5 REBAR DOWELS AT 8" D.C., DRILL AND EPOXY REBAR NON-VAW PAWDON WALL a DRILLED AND EPOXIED 4" 4" INTO WALL (NO SM WNL SECURED FROM a , INTO EXISTING AND NEW . ABOVE BY NAIS OR STRAPS) F . FOUNDATION WALLS (AS REQ'D, DRXWALL RAILED TO BTDDS ONLr W r 01 (2) BARS PER STEP, EQUALLY 1.0 W w O 4 ~ SPACED WITHIN STEP WIDTH) I N . DRRL 318-MH DIAMETER IKKE N! TOP r~ Uj rl w BASE PLATE AND 0 60 PEJW MARS AT " [ W - O.C. TO SFABNRE FRAME WALL APPROX. 32 INTO LOWER BASE PLATE DIME LARGE ww a EXISTING - . O m BASEMENT 2" CLR. F O T NG WALL A U SLAB L A I TOP easE PLATE 4" EMBED. ~ r Gz O W 24 REDWOOD OR TREATED LOWER BASE PLATE RAMBEi OR NAILED 10 SAO SPACE TO ALLOIV FOR . , VERTICAL MOMWENT U BASEBOARD NAILED TO LNY OF FLOOR SLAB. BASE PLATE G O L/ III III -III • THCN SPACER, 7W.. EACH SATE 112 M SLAB-ON-GRADE HOLD W OFF FLOOR O DEWED. I I I I 1-1 I I III III I I I I III III III-III III a ° a a ~ - - 1I III=111 111 -"'-III 1II III I1 Z ° ° a ° a x _ - ° a 4° . 4" VOID FORM MATERIAL ° RJH Fl ENO: D O `f C D - REN122008 " I+) R V L ( RIGID FOAM INSULATION 4 - ubfe0t t0 Field inspections °RA BY' FOR THERMAL BARRIER 1 I- III I RJH • • - _ SCAT M Wheat Ridge Building Dept. N.T.S. / p 3 FLOATING WALL D TAIL t DATE: DECEMBER 27,2008 gy o 'CRETE R ' O ' TE:N.LW.ILIS IY CO\TTCI WITII C SLAB SHAI,1, YE COASTBDREO AS "TREE RO i\ . SHE T: 1 STAIRWELL FOUND ATIO N WALL Signed. - ........Plan C ker 4 OF: 5 NOTES: G. PROVIDE POSITIVE DRAINAGE AWAY FROM ALL FOUNDATION WALLS. SLOPE FINISHED GRADE AWAY FROM FOUNDATION WALLS MINIMUM 10 PERCENT (12-INCHES IN THE FIRST 10-FEET) PERPENDICULAR TO FOUNDATION WALLS. CARRY GUTTER DOWNSPOUT EXTENSIONS ACROSS THE BACKFILLED AREAS (5-FOOT MINIMUM). DO NOT ALLOW WATER TO STAND OR POND NEAR THE FOUNDATION. M. PROVIDE 2x4 REDWOOD OR TREATED MUD SILL ALONG TOP OF FOUNDATION WALL AS REWIRED WITH 1127 DIAMETER x 10' LONG ANCHOR BOLTS WITH 7' EMBEDMENT AT 6'-0' D.C. MAX., 12' MAXIMUM AND 4' MINIMUM FROM THE ENDS OF EACH MUD SILL, FOUNDATION WALL CORNER AND MUD SILL SPUCES, LOUTH (2) ANCHOR BOLTS PER BOARD AND PER FOUNDATION WALL SECTION, MINIMUM. WHERE DOUBLE SILL PLATES ARE TO BE USED, INSTALL 127 LONG ANCHOR BOLTS WITH 7' EMBEDMENT. NUT AND WASHER ARE TO SECURE BOTH PLATES TO FOUNDATION WALL 1. FOUNDATION DESIGN IS BASED ON THE FOLLOWING CODES A INTERNATIONAL BUILDING / RESIDENTIAL CODE, 2003 EDITION B. ACI 318 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, LATEST EDITION. C. AISC STEEL CONSTRUCTION MANUAL, NINTH EDITION IL STRUCTURAL DESIGN UVE LOADING IS BASED ON THE FOLLOWING: A. SEISMIC DESIGN CATEGORY 1 (B) B. ROOF LOADING (GROUND SNOW LOAD) 30 PSF (NOT REDUCED) C. FLOOR LOADING (RESIDENTIAL) 40 PSF D. WIND LOADING 100 MPH BASIC WIND SPEED, EXPOSURE C H. BUILDING EARTHWORK: A. FOUNDATION DESIGN (GENERAL): 1. FOUNDATION DESIGN IS BASED UPON THE FRAMING DETAILS AND DIRECTIONS AS DIRECTED BY THE HOMEOWNER. SUBSEQUENT CHANGES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER. 2. DIMENSIONS SHOWN ARE BASED ON THE DIRECTION AS DIRECTED BY THE HOMEOWNER. VERIFY ALL DIMENSIONS PRIOR TO SETTING FORMS OR POURING CONCRETE. 3. BEARING CAPACITY AND SOIL PARAMETERS ARE ASSUMED AND SHOULD BE VERIFIED BY A GEOTECHNICAL ENGINEER, UCENSED IN THE STATE OF COLORADO AND HAVING SPECIFIC KNOWLEDGE OF THIS AREA 4. BEAM POCKETS, BLOCK-OUTS, BRICK LEDGES, WINDOW OPENINGS AND CHANGES IN ELEVATION ALONG THE FOUNDATION WALLS MAY NOT BE SHOWN AND ARE THE RESPONSIBILITY OF THE CONTRACTOR. 5. THIS DESIGN HAS BEEN COMPLETED IN ACCORDANCE WITH PERTINENT STANDARDS, RECOMMENDED DESIGN SOIL PARAMETERS AND ACCEPTED ENONEERING DESIGN PROCEDURES AND IS BASED ON THE BEST INFORMATION AVAILABLE AT THE TIME OF COMPLETION. THE DESIGN IS INTENDED TO MINIMIZE DIFFERENTIAL MOVEMENT RESULTING FROM THE SEASONAL MOISTURE CHANCES WITHIN THE SUBSURFACE SOILS. IT MUST BE RECOGNIZED THAT FOUNDATION COMPONENTS, IN PARTICULAR, FLOOR SLABS AND OTHER FLATWORK, WILL UNDERGO MOVEMENT. ADHERENCE TO THOSE DETAILS ISOLATING FLOOR SLABS FROM COLUMNS, WALLS, PARTITIONS, OR OTHER STRUCTURAL COMPONENTS IS EXTREMELY IMPORTANT IF DAMAGE TO THE SUPERSTRUCTURE IS TO BE MINIMIZED. ANY SUBSEQUENT OWNERS SHOULD BE APPRISED OF THE SPECIFIC SOIL CONDITIONS, IF ANY, AND ADVISED TO MAINTAIN GOOD PRACTICES IN THE FUTURE WITH REGARD TO SURFACE AND SUBSURFACE DRAINAGE, FRAMING OF PARTITIONS ABOVE FLOOR SLABS, DRYWALL AND FINISH WORK ABOVE FLOOR SLABS ETC. B. FOUNDATION DESIGN (WALL-ON-GRADE) 1. ALLOWABLE SOIL BEARING PRESSURE 2,000 PSF (TO BE VERIFIED) 2. MINIMUM DEAD LOAD PRESSURE 0 PSF (TO BE VERIFIED) 3. EQUIVALENT FLUID PRESSURE 50 PSF (TO BE VERIFIED) 4. PERIMETER GRADE BEAMS SHALL BE A MINIMUM OF 36 INCHES BELOW FINISHED GRADE FOR FROST PROTECTION. 5. FOOTINGS SHALL BEAR ON UNDISTURBED NATURAL SOILS OR ON SUITABLE COMPACTED MATERIAL AS SPECIFIED BELOW FROST DEPTH OF 36 INCHES. 6. PROTECT BOTTOMS OF EXCAVATIONS AGAINST FROST AND KEEP FREE OF WATER, DEBRIS AND LOOSE MATERIAL 7. EXCESS EXCAVATION UNDER FOOTINGS MUST BE FILLED WITH CONCRETE SPECIFIED FOR FOUNDATIONS OR FILL COMPACTED AS RECOMMENDED BY THE SOILS ENGINEER. 8. NO EXCAVATION FOR PIPES, CONDUITS, ETC., ADJACENT AND BELOW BOTTOM OF FOUNDATIONS, SHALL BE ALLOWED UNLESS THE SLOPE BETWEEN EDGES OF FOUNDATIONS AND EXCAVATION DOES NOT EXCEED 1:1. C. OPEN EXCAVATION OBSERVATION: THE ALLOWABLE BEARING PRESSURE IS AN ASSUMED VALUE AS DETERMINED FROM THE SUBSURFACE SOILS INVESTIGATION; HOWEVER, A QUALIFIED SOILS ENGINEER SHALL INSPECT THE EXPOSED SOILS WITHIN THE EXCAVATION TO VERIFY THE BEARING MATERIAL D. THE TYPE OF BACKRLL MATERIAL SHALL BE APPROVED BY THE CEOTECHNICAL ENGINEER, AND SHALL PROVIDE A MAXIMUM LATERAL SOIL PRESSURE AS STATED ABOVE. CERTAIN ON-SITE SOIL MAY NOT BE ACCEPTABLE AS BACKFILL MATERIAL, AND ITS USE MAY RESULT IN LATERAL EARTH PRESSURES HIGHER THAN THE CAPACITY OF THE FOUNDATION WALLS E. LATERAL SUPPORT. DO NOT PLACE BACKFILL AGAINST BASEMENT WALLS UNTIL BASEMENT FLOOR SLABS AND FLOOR FRAMING ARE IN PLACE OR BASEMENT WALLS ARE PROPERLY SHORED. PROVIDE ALL BRACING NECESSARY TO SUPPORT ALL WALLS AND PREVENT THEIR BUCKLING DURING BACKFIWNG AND COMPACTION OPERATIONS F. SUBS ON GRADE SHALL BE PLACED ON WELL COMPACTED NATIVE SOILS OR FILL. A GRAVEL PAD BENEATH FLOOR SLABS IS NOT RECOMMENDED. -ft.- VIDE FLOATING BOTTOM PLATE FOR ALL INTERIOR BASEMENT PARTITIONS TO ALLOW FOR 2- INCHES OF VERTICAL MOVEMENT. SLABS SHALL BE ISOLATED FROM GRADE BEAMS, COLUMNS OR OTHER LOAD BEARING ELEMENTS BY 1/2' EXPANSION JOINT MATERIAL 1. STAIRS SUPPORTED ON CONCRETE SLABS SHOULD NOT BE CONSTRUCTED AS RIGID CONNECTIONS BETWEEN FLOORS. BUT SHOULD ALLOW FLOOR SLABS TO MOVE FREELY. DOOR JAMBS SHOULD ALSO J. A PERIMETER DRAIN SHALL BE REQUIRED FOR ALL BELOW GRADE HABITABLE SPACE. A PERIMETER DRAIN MAY BE REQUIRED FOR CRAWLSPACE LEVEL CONSTRUCTION IF DEEMED NECESSARY AT THE .TIME OF EXCAVATION/GROUND WATER INSPECTION. IV. CAST-IN-PLACE CONCRETE: A. MATERIAL SPECIFICATIONS: 1. FOUNDATION CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS OTHERWISE NOTED ON PLAN. 2 ALL CONCRETE SHALL BE MADE WITH STONE AGGREGATE AND TYPE II CEMENT. UNLESS OTHERWISE NOTED ON PLAN. ADDITION OF ANY MIXTURES SHALL BE APPROVED BY THE STRUCTURAL ENGINEER. 3. THE GEOTECHNICAL ENGINEER SHOULD BE CONTACTED TO DETERMINE THE SULFATE EXPOSURE AT THE SUBJECT SITE. BASED ON THIS EXPOSURE, THE CONCRETE SHOULD MEET THE APPROPRIATE REQUIREMENTS FOR CONCRETE EXPOSED TO SULFATE CONTAINING SOLUTIONS 4. REINFORCING BARS SHALL CONFORM TO ASTM A615, GRADE 60. REINFORCING TIES, STIRRUPS AND EMBEDDED PLATE ANCHORS SHALL CONFORM TO ASTM A615, GRADE 40. REBAR THAT IS TO BE BENT OR WELDED IN THE FIELD SHALL BE GRADE 40. DO NOT WELD OR REBEND ANY BARS WITH A YIELD POINT GREATER THAN 40,000 PSI. B. CONCRETE PROTECTION FOR REINFORCEMENT - THE FOLLOWING MINIMUM CONCRETE COVER OVER REINFORCING SHALL BE PROVIDED UNLESS DETAILED OTHERWISE 1. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3' 2. CONCRETE EXPOSED TO EARTH OR WEATHER 2' 3. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH EARTH 3/4' C. CONCRETE HAS BEEN DESIGNED AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE AMERICAN CONCRETE INSTITUTE 'BUILDING CODE REQUIREMENTS, REINFORCED CDNCRETE' (ACI 318 - LATEST EDITION) AND 'SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS (ACI 301 - LATEST EDIDON). CONCRETE AND REINFORCING STEEL SHALL ALSO BE PLACED IN ACCORDANCE WITH APPLICABLE BUILDING CODES. D. REBAR SPLICES SHALL BE CONTACT LAP SPLICES AND 40 BAR DIAMETERS LONG PATH A MINIMUM LAP OF 2'-0' AND WIRED TOGETHER. ALL BARS SHOULD BE CONTINUOUS AROUND CORNERS AS REQUIRED, PROVIDE 24-INCH BY 24-INCH CORNER BARS, OR 12-INCH HOOKS AT ALL WALL CORNERS AND INTERSECTIONS, TO MATCH ALL SIZE AND SPACING OF HORIZONTAL REINFORCING IN CAST-IN- PLACE WALLS. CONTINUOUS TOP AND BOTTUM BARS IN WALLS SHALL BE SPLICED AS FOLLOWS: TOP BARS AT MID-SPAN; BOTTOM BARS AT SUPPORTS. E. PROVIDE NOT LESS THAN (2) 14 REINFORCING BARS AROUND ALL SIDES OF ALL OPENINGS IN THE CONCRETE WALLS AND EXTEND 2'-0' PAST EDGES OF OPENINGS. PROVIDE (2) 14 REINFORCING BARS DIAGONALLY ON EACH CORNER OF EACH WINDOW OPENING 4 FEET OR WIDER. F. DETAIL BARS IN ACCORDANCE WITH ACI DETAIUNG MANUAL AND ACI CODE, LATEST EDITION. G. WELDED WIRE FABRIC REINFORCEMENT SHALL CONFORM TO ASTM A185. LAP ONE FULL MESH AT SIDE AND END LAPS AND WIRE TOGETHER. PLACE MESH AT MID-DEPTH OF SLAB. H. PLACEMENT OF REINFORCEMENT: PROVIDE CHAIRS, BOLSTERS ADDITIONAL REINFORCEMENT, AND ACCESSORIES NECESSARY TO SUPPORT REINFORCEMENT AT POSITION SHOWN ON THE DRAWINGS. SUPPORT OF REINFORCEMENT ON WOOD, BRICK, OR OTHER UNACCEPTABLE MATERIAL, WILL NOT BE PERMITTED. 1. ALL CONCRETE MEMBERS SHALL HAVE NO JOINTS IN A HORIZONTAL PLANE. ANY STOP IN CONCRETE WORK MUST BE MADE AT CENTER OF SPAN WITH VERTICAL BULKHEADS AND HORIZONTAL KEYS UNLESS OTHERWISE SHOWN OR APPROVED. J. SINGLE POURS OF SLAB-ON-GRADE NOT TO EXCEED APPROXIMATELY 400 SQ. FT. UNLESS SAW CUT CONTROL JOINTS ARE MADE IMMEDIATELY AFTER FINISHING IN EXPOSED SLABS. AT CONCRETE SLABS-ON-GRADE (BASEMENT AND GARAGES), PROVIDE SCORED OR SAWCUT (1/8' WIDE x P DEEP) CONTROL JOINTS SPACE JOINTS AT A MAXIMUM DISTANCE OF 20'-0' O.C. WHERE POSSIBLE. ALIGN JOINTS WITH INTERIOR CORNERS OF SLABS AND ON STEEL COLUMN CENTER UNES. JOINTS ARE TO BE LOCATED UNDER PARTITIONS WHENEVER POSSIBLE. K. VERTICAL CONSTRUCTION JOINTS IN GRADE WALLS SHALL BE LOCATED AT LEAST 10-FEET AWAY FROM CORNERS. L CONTRACTOR SHALL REQUEST ENGINEER TO INSPECT WALL REINFORCING AND OBTAIN AUTHORIZATION TO PROCEED WITH CONCRETE POUR. N. CONTRACTOR TO VERIFY TOP OF FOUNDATION ELEVATIONS AND TOP OF WALL STEPS PRIOR TO POURING CONCRETE. 0. CONTRACTOR TO VERIFY FOUNDATION DIMENSIONS AND PAD LOCATIONS WITH ARCHITECTURAL PLANS PRIOR TO SETTING FORMS OR POURING CONCRETE. P. CONTRACTOR TO VERIFY SILL PLATE LOCATIONS WITH ARCHITECTURAL PLANS PRIOR TO SETTING FORMS OR POURING CONCRETE. 0. FOUNDATION FORMS SHOULD REMAIN IN PLACE A MINIMUM OF SEVEN (7) DAYS V. STEEL A STRUCTURAL STEEL SHALL CONFORM TO ASTM A36. B. STRUCTURAL PIPE COLUMNS SHALL CONFORM TO ASTM A53 AND TUBE COLUMNS SHALL CONFORM TO ASTM A500, GRADE B. C. ALL 3' DIAMETER ADJUSTABLE STEEL PIPE COLUMNS SHALL BE 11 GAUGE AND RATED TO 14 KIPS CAPACITY, MINIMUM. ALL 3-1/2' ADJUSTABLE STEEL PIPE COLUMNS SHALL BE SCHEDULE 40 AND RATED TO 33 KIPS CAPACITY, MINIMUM. ADJUSTABLE PIPE COLUMNS SHALL HAVE 1-1/4' DIAMETER POST SCREWS. D. STEEL BOLTS SHALL CONFORM TO ASTM A3D7. E. STRUCTURAL STEEL, INCLUDING CAST IN ANGLES, PLATES OR OTHER SECTIONS SHALL BE DETAILED AND ERECTED IN ACCORDANCE WITH THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION (RISC) SPECIFICATIONS LATEST EDITION, AND THE AISC CODE OF STANDARD PRACTICE, LATEST EDITION. F. CONNECTIONS: 1. USE STANDARD FRAMED BEAM CONNECTIONS MEETING REQUIREMENTS OF 'MANUAL OF STEEL CONSTRUCTION' NINTH EDITION. USE 31$ DIAMETER MINIMUM A307 BOLTS (OR WELDED EQUIVALENT), UNLESS OTHERWISE SPECIFIED ON DRAWINGS. 2. MINIMUM WELDS PER AISC SPECIFICATION NOT LESS THAN 3/16' FILLET, CONTINUOUS USING E70XX ELECTRODES, UNLESS OTHERWISE NOTED ON DRAWINGS. LS TO ANGLES OR PLATES SHALL BE DONE TO DEVELOP 1.5 TIMES YIELD STRENGTH OF THE REINFORCING BAR. APPROVED Subject to Field Inspect M WOOD: A. FRAMING LUMBER SHALL BE STRESS GRADED HEM-FIR OR DOUGLAS-Fl LBuilding t NOTED) AS FOLLOWS: 1. STUDS STUD GRADE Date.1-AI 2 JOISTS 12 GRADE OR BETTER 3. BEAMS /1 GRADE BEAM & STRINGER /P•'~"f~" 4. POSTS /i GRADE POST & TIMBER B. TIMBER CONNECTORS CALLED OR ON THE DRAWINGS ARE AS MANUFACTURED BY SIMPSON COMPANY. CONNECTORS BY OTHER MANUFACTURERS MAY BE USED IF THE LOAD CAPACITY IS EQUAL TO OR GREATER THAN THE CONNECTOR SPECIFIED. USE MANUFACTURER'S FURNISHED NAILS AND BOLTS C. ALL COLUMNS SHOWN ON THE STRUCTURAL DRAWINGS SHALL BE CONTINUOUS, UNLESS OTHERWISE SHOWN. D. FASTEN ALL WOOD MEMBERS WITH COMMON NAILS ACCORDING TO THE UNIFORM BUILDING CODE'S NAIUNG SCHEDULE, UNLESS OTHERWISE NOTED. E. PARTICLE BOARD FOR ROOF SHEATHING TO BE MINIMUM OF 7/16' THICK ORIENTED STRAND BOARD (OSB) WITH GRADE 2-M-W STAMP AND APA PANEL SPAN RATING OF 24/16. FLOOR SHEATHING TO BE 23/32' T & G OSB WITH AN APA PANEL SPAN RATING OF 48/24 AND SHALL CONFORM TO STANDARD PSI-66 OF THE AMERICAN PLYWOOD ASSOCIATION. F. ALL SILL PLATES TO BE REDWOOD OR PRESSURE TREATED. G. PROVIDE SOLID BLOCKING BETWEEN JOISTS AT ALL SUPPORTS. H. ALL WOOD CONSTRUCTION SHALL BE IN CONFORMANCE WITH THE PROVISIONS OF 'THE NATIONAL DESIGN SPECIFICATION FOR STRESS GRADE LUMBER AND ITS FASTENINGS,' LATEST EDITION. MI. OWNER / CONTRACTOR SHALL VERIFY ALL DIMENSIONS AGAINST THE MANUFACTURER'S DRAWINGS PRIOR TO CONSTRUCTION. ALL DISCREPANCIES, CHANCES OR MODIFICATIONS SHALL BE BROUGHT TO THE ATTENTION OF RYAN JAMES HARDESTY, P.E. OF HARDESTY CONSULTING, LLC PRIOR TO CONSTRUCTION. NMI. CONTRACTOR TO CONTACT ENGINEER FOR OPEN EXCAVATION OBSERVATION AND REINFORCEMENT INSPECTION 2 DAYS PRIOR TO FOUNDATION FORMING AND CONCRETE POURING, RESPECTIVELY. Ty Ig) a ' G f=D a o 5 l~ Oz W A C 7 o w C O z z F~ M Q F4 0 b x P4 3 a W Z W H E"I I~ W H W N CA ^'I y~ 00 W O z O a U ~ ~ a V' O ti x w 0 A d I 01 r M r' N e M O x RJR FILE N0: REN122008 DRAWN BY RJH SCALE: AS SHOWN DATE: DECEMBER 27, 2008 SHEET: 5 OF: 5 1 y.. w_ STOP DER You are hereby ordered to stop work located at: By order of the City of Wheat Ridge Building Department for the following reasons: a;a9v ' n -r~;~F K2VA 95 03, OX['.~~~e . This notice may be removed ONLY by the City of Wheat Ridge Building Department! Date: 2 J)s log Building Inspector: vzto i W` 7 cV r °ti