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5131 Tabor Street (Hance Ranch)
SES Originally Issued: 03/21/2014 Revised: 03/20/2020 No -Burn®, Inc. 5131 Tabor St 1392 High Street Wadsworth, Ohio 44281 2019 02 645 (800) 989-8577 www.noburn.com ATO, -BURN® PLUST-HB,VEUS-YA)_,PLUS I�—WOQD CSI Division: 09 00 00 FINISHES CSI Section: 09 96 46 Intumescent Paints 09 96 43 Fire -Retardant Coatings 1.0 SCOPE OF EVALUATION 1.1 Compliance to the following codes & regulations: 2018, 2015, 2012, 2009 and 2006 International Building Code® (IBC) 2018, 2015, 2012, 2009 and 2006 International Residential Code® (IRC) 2018, 2015, 2012, 2009 and 2006 International Existing Building Code® (IEBC) 1.2 Evaluated in accordance with: IAPMO UES ECO 17, Evaluation Criteria for Field - Applied Fire Protective Coatings ICC -ES AC377, Acceptance Criteria for Spray - Applied Foam Plastic Insulation ICC -ES AC456 Acceptance Criteria for Fire - Protective Coatings Applied to Spray -Applied Foam Plastic Insulation Installed Without a Code - Prescribed Thermal Barrier 1.3 Properties assessed: • Surface burning characteristics • Interior finishes • Alternative thermal barrier assemblies • Alternative ignition barrier assemblies • Fire resistance 2.0 PRODUCT USE No -Burn® coatings comply with the IBC®, IRC® and IEBC® for use in new and existing buildings. Applied to the substrates listed in Tables 1 through 5 of this report, No - Burn® coatings provide the following attributes: 1. Surface burning characteristics and interior finish in accordance with Section 3.2 of this report. 2. Alternative thermal barrier assemblies in accordance with Section 3.3 of this report. 3. Alternative ignition barrier assemblies in accordance with Section 3.4 of this report. 4. Fire resistance performance in accordance with Section 3.5 and 3.6 of this report. 305 Valid Through: 03/31/2021 3.0 PRODUCT DESCRIPTION 3.1 Product information 3.1.1 No -Burn® Original, No -Burn® Original Mih, No- Burn® Wood Gard and No -Burn® Wood Gard Mih are transparent, water-based liquids, packaged in 5 -gallon (18.9 L) pails and 55 -gallon (208 L) drums. The coatings have a shelf life of two years when stored in unopened containers between 40°F and 90°F (4.4°C and 32.2°C). No -Burn® Original, No -Bum® Original Mih, No -Burn® Wood Gard and No -Burn® Wood Gard Mih shall be mixed with a power mixing wand or equivalent at or between 500-900 RPM for a mixing time of 5 minutes per container. 3.1.2.NuJaurn® Plus No -Burn® Plus ThB, No -Burn® Plus XD, and No -Budin Plus Mih are white, water-based latex liquids, which exhibit intumescent properties when exposed to elevated temperatures and flame, packaged in 5 -gallon (18.9 L) pails and 55 -gallon (208 L) drums. No -Bum' Plus, No -Burn® Plus XD, and No -Burn® Plus Mih have a shelf life of two years when stored in unopened containers between 40°F and 90°F (4.4°C and 32.20C). No-Bum®Plus ThB has a shelf life of 18 months when stored in unopened containers between 40°F and 90°F (4.4°C and 32.2°C). No -Burn® Plus, No -Burn® Plus ThB, No -Burn® Plus XD, and No -Burn® Plus Mih shall be mixed with a power mixing wand or equivalent at or between 500-1500 RPM for a mixing time of 5 minutes per container. 3.2 Surface Burning Characteristics: As shown in Table 1 of this report, No -Burn® Plus, No -Burn® Plus ThB, No -Burn® Plus Mih, No -Burn® Original, No -Burn® Original Mih, No - Burn® Wood Gard and No -Burn® Wood Gard Mih provide Class A interior finish when applied to the specified substrates. When tested in accordance with ASTM E84 or UL 723, the listed coatings provide flame spread indices complying with ranges set forth for interior finishes in IBC® Section 803.1 of the 2018, 2015, 2012, 2009, and 2006IBC®, Section R302.9 of the 2018, 2015, 2012 and 2009 IRC®, and Section R315.1 of the 2006 IRC®. 3.3 Alternative Thermal Barrier Assemblies: No -Burn® Plus ThB when applied to spray -applied polyurethane foam insulation listed in Table 2 of this report may be installed without a prescriptive 15 -minute thermal barrier in accordance with Section 2603.9 of the 2018 and 2015 IBC®, Section 2603.10 of the 2012 IBC®, Section 2603.4 of the 2009 and 2006 IBC®, Section R316.6 of the 2018, 2015 and 2012 IRC®, Section R316.4 of the 2009 IRC® and Section R314.4 of the 2006 IRC®. As shown in Table 2 of this report, No - Burn® Plus provides an alternative thermal barrier assembly for walls and ceilings when applied to Structural Insulated Panels (SIPS) with a maximum combined thickness of 12 3/s inches (314 mm), consisting of a composite of nominal 11 '/2 inches (292 mm) thick expanded polystyrene foam plastic core, (1.0 pcf [16 kg/m3], density) sandwiched between two x/16-inch- thick(11 mm) oriented strand board (OSB) sheets in mmo The product described in this Uniform Evaluation Service (UES) Report has been evaluated as an alternative material, design or method of construction in order to satisfy and comply with the intent of the provision of the code, as noted in this report, and for at least equivalence to that prescribed in the code in quality, strength, effectiveness, fire resistance, durability and safety, as applicable, in accordance with IBC Section 104.11. This document shall only be reproduced in its entirety. Copyright © 2020 by International Association of Plumbing and Mechanical Officials. All rights reserved. Printed in the United States. Ph: 1-877-41ESRPT • Fax: 909.472.4171 web: www uniform-es.org • 4755 East Philadelphia Street, Ontario, California 91761-2816— USA ISO= 1705 qVE8 0 Originally Issued: 03/21/2014 Revised: 03/20/2020 accordance with Section 2603.9 of the 2018 and 2015 IBC®, Section 2603.10 of the 2012 IBC®, Section 2603.4 of the 2009 and 2006 IBC® and Section R316.6 of the 2018, 2015 and 2012 IRC®, Section R316.4 of the 2009 IRC® and R314.4 of the 2006 IRC®. 3.4 Alternative Ignition Barrier Assemblies: No -Burn® Plus, No -Burn® Plus XD and No -Burn® Plus ThB when applied to the spray applied polyurethane foam insulations listed in Table 3 of this report may be installed in an attic or crawl space without a prescriptive ignition barrier in accordance with Sections 2603.4.1.6 of the 2018, 2015, 2012, 2009 and 2006 IBC® and Sections R316.5.3 and R316.5.4 of the 2018, 2015, 2012, and 2009 IRC® and Section R314.5.3 and R314.5.4 of the 2006 IRC®. As shown in Table 3 of this report, No -Bum® Plus XD and ZIP System® R -Sheathing may be installed in an attic or crawl space without a prescriptive ignition barrier. ZIP System® R -Sheathing (Insulating Sheathing), consists of /16 -inch -thick (11 mm) ZIP System Wall Sheathing with a layer of maximum 1 inch thick (25.4 mm) rigid polyisocyanurate foam plastic board laminated to its interior face using PVA adhesive. The ZIP System® Wall Sheathing is OSB complying with U.S. DOC PS 2 for wood structural panels as Exposure 1 with a 24/0, 24/16, or Wall 24 span rating and is overlaid on the exterior side with a Grade D water - resistive barrier. The foam plastic insulation boards have a nominal density of 2.0 pcf (32 kg/m3), compressive strengths of 22 psi (152 kPa) and 20 psi (138 kPa), respectively, vapor permeance of less than 1.1 perm, flame -spread indices of 75 or less and smoke- developed indices of 450 or less. The ZIP System® R- Sheathing panels are nominally 4 feet (1219 mm) wide by 8, 9, 10, 11 or 12 feet (2438, 2743, 3048, 3353, or 3658 mm) long and have square -finished -edge or machined - edge profile. No -Burn® Plus, No -Burn® Plus XD and No -Bum® Plus ThB may be installed in an attic or crawl space without a prescriptive ignition barrier when all of the following conditions are met: • Entry to the attic or crawl space is only to repair, maintain, and service utilities and no storage are permitted. • There are no interconnected attic or crawl space areas. • Air in the attic or crawl space is not circulated to other parts of the building. • Attic ventilation is provided when required by Section 1202.2 of the 2018 IBC® and 1203.2 of the 2015, 2012, 2009 and 2006 IBC® or Section R806 of the 2018, 2015, 2012, 2009 and 2006 IRC®, except when air impermeable insulation is permitted in unvented attics in accordance with Section R806.5 of the 2018, 2015 and 2012 IRC®, Section R806.4 of the 2009 and 2006 IRC®, Under -floor (crawl space) ventilation is provided, when required, by Section 1202.4 of the 2018 IBC® and 1203.4 of the 2015 IBC®, Section 1203.3 of the 2012, 2009 and 2006 IBC® or Section R408.1 of the 2018, 2015, 2012, 2009 and 2006 IRC®, as applicable. 305 Valid Through: 03/31/2021 The foam plastic insulation is limited to the maximum thickness and density tested, shown in Table 3 of this report. Combustion air is provided in accordance with Section 701 of the 2018, 2015, 2012 and 2009 IMC®, or Section 701 and 703 of the 2006 IMC®. 3.5 Fire Resistance (Table 4): As shown in Table 4 of this report, No -Bum® Plus provides fire resistance to engineered wood framing members or components when applied to both sides of the web and top and bottom flanges and the interior facing side of the subfloor, once the components are installed, as an alternative to the 2 -by -10 dimension lumber prescribed in Section R302.13, Exception 4 of the 2018 and 2015 IRC® and Section R501.3, Exception 4 of the 2012 IRC®. At a minimum, the assembly shall be constructed with the framing members or components in accordance with Table 4 of this report affixed to the rim board with 16d common or 10d box nails or fasteners in accordance with Table R602.3 (1) of the 2018 and 2015 IRC® or 8d nails or fasteners in accordance with the 2012, 2009 and 2006 IRC®, 23/32" tongue and groove oriented strand board subfloor affixed with 8d common nails or fasteners in accordance with Table R602.3 M. 3.6 Fire Resistance (Table 5): As shown in Table 5 of this report, No -Burn® Plus provides fire resistance to engineered wood framing members or components when applied to both sides of the web and top and bottom flanges, once the components are installed, as an alternative to the 2 -by -10 dimension lumber prescribed in Section R302.13, Exception 4 of the 2018 and 2015 IRC® and Section R501.3, Exception 4 of the 2012 IRC®. 4.0 DESIGN AND INSTALLATION 4.1 General: The coatings shall be field -applied to substrates in accordance with this report and the No -Bum®, Inc. published instructions. When coatings are applied in accordance with Section 3.5 or Section 3.6 for Fire Resistance, the applicator shall be qualified by No -Burn®, Inc. Copies of this report and the No -Burn®, Inc. instructions shall be available at the jobsite. Where conflicts occur, the more restrictive shall govern. Before and during coating application, substrate surfaces shall be dry, clean and free from loose debris, dirt, grease, oil and all prior coating materials such as paint, stains and sealers. The substrate shall not have, nor have been exposed to, treatments, chemicals, coatings, etc. Visual observation of the applied coatings varies. Opaque coatings will result in a distinctive white color. Transparent coatings may result in a distinctive color dye on the substrate. For verification of the wet applied thickness, a standard painter's thickness gauge shall be used during the application. The finished dry mil thickness will be 0.40-0.70 times the wet mil thickness. When verification of transparent coatings is required by the code official, field testing shall be conducted as follows: flame from a propane- fueled torch shall be applied to the coated area and to a sample of uncoated substrate for a minimum of 10 seconds. The presence of the coating shall be observable through the comparison of the Page 2 of 9 UES 0 Originally Issued: 03/21/2014 Revised: 03/20/2020 305 Valid Through: 03/31/2021 TABLE 4 - FIRE RESISTANCE (See Section 3.5 MINIMUM DESIGN NO -BURN® PRODUCT' MAX SUBSTRATE MOISTURE Minimum Web Flange Depth Moment EI x 106 Vertical Shear (Ibs) Plus CONTENT Depth (in) Thickness (in) x Width (in) (ft -lbs) (in2-lbs) -joist: solid sawn flange 16% 9'/ 3/8 1.5 x 2 2725 170 1475 15 milswet(9milsdry) 107 sq. ft. per gallon I -joist: structural 16% 9'/z 3/8 1.125x2 2725 170 1475 15milswet(9milsdry) composite lumber flange 107 sq. ft. per gallon I-joist:structural 16% 11 718 3/8 1.125x1.75 3025 260 1625 15milswet(9milsdry) composite lumber flange 107 sq. ft. per gallon ror JI: 1 mll = u.uZb4 mm, l mcn = Zb.4 mm, 1 gal = 3." L, I lb = 0.45 kg 'No -Bum® Plus may be overcoated with latex paint with a pH of 7 to 8 TABLE 5 - FIRE RESISTANCE (See Section 3.6) MINIMUM DESIGN NO-BURNa PRODUCT' MAX SUBSTRATE MOISTURE Minimum Web Flange Depth Moment EI x 106 Vertical Shear (lbs) Plus CONTENT Depth (in) Thickness (in) x Width (in) (ft -lbs) (in2-lbs) -joist: solid sawn flange 16% 9'% 3/8 1.5 x 2.5 2800 198 1185 23 milswet(14milsdry) 70 sq. ft. per gallon -joist: structural 16% 11 7/8 3/8 1.125 x 1.75 3025 260 1625 23milswet(14milsdry) composite lumber flange 70 sq. ft. per gallon ror SI: 1 mll = U.UZb4 mm, 1 mcn = Zb.4 mm, 1 gal = 3.19 L, I Ib = 0.45 kg 'No -Burn® Plus may be overcoated with latex paint with a pH of 7 to 8 Page 8 of 9 The City of Wheat Ridge Inspection Check List notes Final Roof PROPERTY ADDRESS: n6o, 51., Roof Inspection El N/A n Pass E] Fail E] N/A El Pass 0 Fail Structural roof components tK N/A El Pass E] Fail Verify that no more than 2 layers of shingles exist [] N/A Q Pass E] Fail Flashing for roof and walls 171 Pass El Fail If new sheathing is installed verify that it is listed in the permit description (Valuation must be adjusted) F1 NIA El Pass 0 Fail Verify sheathing nail pattern (See Policy & Procedures) ❑ N/A 1z Pass 0 Fail Crickets and saddles where needed N/A ❑ pass El Fail Verify B vent must have boot same gauge as pipe N/A ❑ pass [_] Fail Verify vent caps 0 N/A IN Pass El Fail Verify no flashings are damaged or rusted N/A & Pass 0 Fail Step flashing shall be min. of 4x4 piece per shingle N/A El Pass E] Fail Verify scuppers allow for proper drainage ❑ N/A El Pass EJ Fail Ice and water shield 2' in heated wall spaces E] N/A El pass El Faii Underlayments must follow 2012 IRC / 2012 IBC El N/A Pass n Fall Verify roof slope for proper drainage EJ N/A Pass E] Fail Dripedge shall have min of 2" overlap El N/A X1 Pass 0 Fail Dripedge should extend down min 2" past roof deck E] N/A N Pass 0 Fail Dripedge shall be mechanicaly fastened 12" OC tD N/A EJ Pass n Fail 90 LB, roll roofing shall not be applied to roof slopes less than 2:12 slope; Exception: detached garages, patios, carports, open on three sides with min. slope of 1:12 0 N/A El Pass E] Fail Modified Bitumen, EPDM, TPO min slope 1/412 slope E] N/A EJ Pass n Fail Above roof insulation R-25 E] N/A F-1 Pass E] Fail Below roof residential R-38 E] N/A El Pass n Fail Below roof commercial R-32 0 NIA ❑ Pass ❑ Fail Modified Bitumen, EPDM, TPO min slope 1/4:12 slope must be installed in accordance with the manufacturer's specifications - Must have manufacturers letter of warranty with the address on the letter for final inspection Metal Roof Shingles Requirements F-1 N/A 0 Pass F-1 Fail Metal roof shingles shall not be installed on slope less 3:12 17 N/A 0 pass Fail Metal valley flashing shall be the same material as roof ❑ NIA El pass D Fail Metal valley flashing shall extend a min of 8" from the centerline with a min. of 3/4 " high splash diverter rib built-in at the flow line with sections overlapping a a min. of 4" Tile Roofs Requirements ❑ NIA El Pass E] Fail Clay and concrete tile shall have a min. 2-112:12 slope Slopes 4:12 and under require double underlayment The City of Wheat Ridge Inspection Check List notes Final Roof 513 / r&&f4 Notes Company Name: Inspector signature' L-V,,d- Date of Inspection: 104t�- 2a -AP CERTIFICATE OF OCCUPANCY Permit #: 201902645 � �9C,(-IXA Wh6atpsig MUNITY DEVELOPMENT 7500 W 29TH AVE WHEAT RIDGE CO 80033-8001 Stipulations: Hance Ranch -New single family townhome - 1,818 sq ft Date: 11/18/2020 This certificate verifies that the building constructed and/or the use proposed of the building and/or premises, under the above permit number and on property described below, does comply with the Wheat Ridge Building Code, Zoning and other related land use and development laws of the City of Wheat Ridge, and may be occupied for the use specified. OWNER: HANCE RANCH STATION LLC ADDRESS: 5740 Olde Wadsworth Blvd A, Arvada, CO 80002 CONTRACTOR/ADDRESS: Remington Homes 5740 Olde Wadsworth, Arvada, CO 80002 PROPERTY ADDRESS: 5131 Tabor St, Wheat Ridge, CO 80033 PARCEL #: 39-174-11-066 ZONING: UA OCCUPANCY: R-3 TYPE OF CONST: V -B OCC LOAD:N/A FOR THE FOLLOWING PURPOSE: Single Family -New Code Editions: 2012 ICC / 2017 NEC No change shall be made in the Use of this building without prior notice and a new CERTIFICATE OF OCCUPANCY from the City of Wheat Ridge Certificate MUST be posted by front door of commercial occupancies Chief Building Official Zoning Administrator Sprinklered: No ®� r ✓_ CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: / Job Address: _ /. Te 62 Permit Number: ❑ No one available for inspection: Time f ? AM Re -Inspection required: Yes When corrections have been made, schedule for re -inspection online at: h ttp ✓/www. ci. whea fridge. co. us/inspection Date:—//-/ 7-7,02'6, Inspector: DO NOT REMOVE THIS NOTICE r= ❑ No one available for inspection: Time f ? AM Re -Inspection required: Yes When corrections have been made, schedule for re -inspection online at: h ttp ✓/www. ci. whea fridge. co. us/inspection Date:—//-/ 7-7,02'6, Inspector: DO NOT REMOVE THIS NOTICE ,4 A i' CITY OF WHEAT RIDGE 1 Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: f W 10 Job Address: 3 /7 � �- �{' f Permit Number: ?-a/3 0 Z ❑ No one available for inspection: Time 7_'_'0 /PM Re -Inspection required: Yes N. when corrections have been made, schedule for re -inspection online at: httpA,vww.ci. wheatridge.co.uslinspection Date: 1030 ?-a?a Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: ( 7— Job Address: Permit Number: ❑ No one available for inspection: Tim " wpM �e Re -Inspection required: Yes (Nay'' When corrections have been made, sche a for re -inspection online at: http://www.ci.wheatridge.co.uslinspectior Dates ect: r DO NOT REM E THIS NOTICE i CITY OF WHEAT RIDGE - Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: Permit Number: - - ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes No When corrections have been made, schedule for re -inspection online at: http://www. ci. wheatridge. co. uslinspection w_ Date: {"� `,?5; --Zc Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: fAA Job Address: Permit Number: ems. C4 ❑ No one available for inspection: Timms' 'c M/PM Re -Inspection required: Yes �No When corrections have been made, s0edule for re -inspection online at. http✓/www.ci.wheatridge.co.usX7nspection' --- '�- -\ Da i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: 01 -- Permit Number: 2:, �s ❑ No one available for inspection: Time /,< O AM` Re -Inspection required: Yes /A When corrections have been made, schedule for re -inspection online at: httpJ/www. ci. wheatridge. co. uslinspection Date: it Z® spector: /e DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: cJ Job Address: v� Permit Number: 7.0 fj e2 Z, C41S 1 ❑ No one available for inspection= Time ' M/ M Re -Inspection required: Yes 00 When corrections have been made, schedule for re -inspection online at: httpYlwww.ci.wheatridge.co.us inspection Date: 9AeZ© nspector: S,,,�o DO NOT REMOVE THIS NOTICE I i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type:1-5 Job Address: S/ 3l72:i fi ,¢ Permit Number: ❑ No one available for inspection: Time *� „ QPM Re -Inspection required: Yes No , When corrections have been made, schedule for re -inspection online at: http ✓/www. ci. whea tridge. co. usrnspection Date: SZ1912212V Inspector: DO NOT REMOVE THIS NOTICE a I i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: W-5, Job Address: ✓. a _ G` -s1` Permit Number: 2-O/ 9 C7 Z ❑ No one available for inspection: Time /21 AMAPM Re -Inspection required: Yes When corrections have been made, schedule for re -inspection online at: h ttp✓/www. ci. wheatridge. co. ueInspection Date: 0 Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Iifl_!� Job Address: S / 3 / Tc_ r- -S'%- G Permit Number: 21Q/2 o;;;-, ❑ No one available for inspection: Time M Re -Inspection required: Yes 60 When corrections have been made, schedule for re -inspection online at: http✓/www. ci. wheatridge.co. ushnspection Date: Z �F_Vlnspector:- r DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: S // r_ Job Address: 5/3/ Zan e-- Permit Number: 70 / 9 67 Z_ ro cfS U No one available for inspection: Time 77-S' Re -Inspection required: i No When corrections have been made, schedule for re -inspection online at: http✓/www. ci. wheatridge.co. uslinspection Date: �"�' ".� Inspector: ®O NOT REMOVE THIS NOTICE ')o 1 4 02c.L(s The City of Wheat Ridge Inspection Check List notes Mid -Roof PROPERTY ADDRESS _ �I �i �ce_ y� Roof Inspection ❑ N/A ❑ Pass ❑ Fail ❑ N/A Pass ❑ Fail Structural roof components ❑ N/A [] Pass ❑ Fail Verify that no more than 2 layers of shingles exist ❑ N/A ❑ Pass ❑ Fail Flashing for roof and walls ❑ Pass ❑ Fail If new sheathing is installed verify that it is listed in the permit description (Valuation must be adjusted) ❑ N/A ❑ Pass ❑ Fail Verify sheathing nail pattern (See Policy & Procedures) ❑ N/A ❑ Pass ❑ Fail Crickets and saddles where needed ❑ N/A ❑ Pass ❑ Fail Verify B vent must have boot same gauge as pipe ❑ N/A ❑ Pass ❑ Fail Verify vent caps ❑ N/A ❑ Pass ❑ Fail Verify no flashings are damaged or rusted ❑ N/A E� Pass ❑ Fail Step flashing shall be min. of 4x4 piece per shingle ❑ N/A ❑ Pass ❑ Fail Verify scuppers allow for proper drainage ❑ N/A [ Pass ❑ Fail Ice and water shield 2' in heated wall spaces ❑ N/A Pass ❑ Fail Underlayments must follow 2012 IRC / 2012 IBC ❑ N/A [ Pass ❑ Fail Verify roof slope for proper drainage ❑ N/A Pass ❑ Fail Dripedge shall have min of 2" overlap [:J N/AIro�f Pass E] Fail Dripedge should extend down min 2" past roof deck [I N/A [. Pass ❑ Fail Dripedge shall be mechanicaly fastened 12" OC ❑ N/A Pass ❑ Fail 90 LB roll roofing shall not be applied to roof slopes less than 2:12 slope: Exception, detached garages, patios, carports, open on three sides with min. slope of 1:12 ❑ N/A ❑ Pass ❑ Fail Modified Bitumen, EPDM, TPO min slope 1/4:12 slope ❑ N/A ❑ Pass ❑ Fail Above roof insulation R-25 ❑ N/A 15d Pass ❑ Fail Below roof residential R-38 ❑ N/A ❑ Pass ❑ Fail Below roof commercial R-32 ❑ N/A ❑ Pass ❑ Fail Modified Bitumen, EPDM, TPO min slope 1/4:12 slope must be installed in accordance with the manufacturers specifications- Must have manufactures letter of warranty with the address on the letter for final inspection Metal Roof Shingles Requirements ❑ N/A ❑ Pass ❑ Fail Metal roof shingles shall not be installed on slope less 3:12 ❑ N/A ❑ Pass ❑ Fail Metal valley flashing shall be the same material as roof ❑ N/A ❑ Pass ❑ Fail Metal valley flashing shall extend a min of 8" from the centerline with a min. of 3/4 " high splash diverter rib built-in at the flow line with sections overlapping a a min. of 4" Tile Roofs Requirements ❑ N/A ❑ Pass ❑ Fail Clay and concrete the shall have a min. 2-1/212 slope Slopes 4:12 and under require double underlayment The City of Wheat Ridge Inspection Check List notes Mid -Roof Notes v Company Name: Gd Inspector signature: Date of Inspection: Srar� �DaO i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: FR/ S//4!5;7 C_ �Pg,�— Job Address: S/ _?/ Zei Permit Number: Z O / 9 CEJ Z. Ile; ❑ No one available for inspection: Time AM/I) Re -Inspection required:,/Yes When corrections have been made, schedule for re -inspection online at: h ttp✓/www. ci. whea tridge. co. usdnspection Date: 7j'fy02e,-;t2lnspector:3 DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: % e � �� �`�,r"/ - 6, Job Address: e- f Permit Number: h 2 IC1 ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes No When corrections have been made, schedule for re -inspection online at: httpY/www.ci. wheatridge.co. ushnspection Date: 7 r/1'd1?V Inspector: DO NOT REMOVE THIS NOTICE `1/4' CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: :./ Permit Number: Z;e2 c2 Z_ 57± ❑ No one available for inspection: Time AN� Re -Inspection required: Yes �I When corrections have been made, schedule for re -inspection online at. http://www.ci.wheatridge.co.us inspection Date: Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: `m`L+ (—I L ('iMV_ Job Address: Permit Number: )0icN QS t ., .� r. � ✓ � � r5� r.,i l.� f'`i LTJ �~. ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes No When corrections have been made, schedule for re -inspection online at: h Up ✓/www. ci, wheatridge. co. usrnspection Dater' \S ' aOao Inspector:_ DO NOT REMOVE THIS NOTICE A 41 CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office * (303) 237-8929 Fax INSPECTION NOTICE C Inspection Type: (> Job Address: 'f-_-) Permit Number:L) (A (i U Ll No one available for inspection: Time AM/PM Re -inspection required: iYes'- No I ) When corrections have been nia4e, call for re -inspection at 303-234-5933 Date: — a, Inspector: DO NOT REMOVE THIS NOTICE e CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: JA W Job Address: Permit Number: c) k -P ❑ No one available for inspection: Time �' AM/PM { Re -Inspection required: Yes No When corrections have been made, schedule for re -inspection online at; http.IA,vww.cLwheatridge.co.uslinspection Date:—) Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: -4-1 t -e-" k ,' ) _P Job Address: 1-3 l 4—kw 4f Permit Number: 0 ) G 0 2 CPH � LlNo one available for inspection: Time t03 - AM/PM Re -Inspection required: Y& No When corrections have been made, schedule for re -inspection online at: http.-I www. ci. wheatridge. co. uslinspection Date`-. ' 1 -,2d Lv Inspector: , DO NOT REMOVE THIS NOTICE 44" City of Wheat Ridge _A� Commercial Miscellaneous PERMIT - 202000785 PERMIT NO: 202000785 ISSUED: 04/30/2020 JOB ADDRESS: 5131 Tabor St EXPIRES: 04/30/2021 JOB DESCRIPTION: Installing 35' flag pole south of building. *** CONTACTS *** OWNER (303)420-2899 HANCE RANCH STATION LLC SUB (303)420-2899 MEGAN SPARKS 160075 REMINGTON HOMES OF COLORADO *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2927 / PARK MEADOWS BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 500.00 FEES Total Valuation 0.00 Use Tax 10.50 Permit Fee 26.50 ** TOTAL ** 37.00 *** COMMENTS *** *** CONDITIONS *** All work shall comply 2012 International Codes, 2017 NEC (if applicable), and ordinances adopted by the City of Wheat Ridge. Work is subject to field inspections. Temporary flagpole for model unit. I, by my signature, do hereby attest that the work to, be performed shall comply with all accompanying approved plans and specifications, applicae building codes, and all applicable municpal 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 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. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180, days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the original permit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees and��procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all requ�ired inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, anviolation of any provision of any applicable code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. From: no-reolv(alci.wheatridae.m. us To: CommDev Pets Subject: Online Form Submittal: Permit Application (For permits which do not have a form already) Date: Tuesday, April 28, 2020 11:06:30 AM Permit Application (For permits which do not have a form already) This application is exclusively for Scopes of Work that do not already have a specific form. YOU MUST ATTACH AN ELECTRONIC PAYMENT FORM IN ORDER FOR THE PERMIT TO BE PROCESSED. THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN WORK UNTIL PERMIT HAS BEEN ISSUED. PROPERTY INFORMATION Property Address 5131 Tabor Street Property Owner Name Remington Homes Property Owner Phone Number (enter WITH dashes, eg 303-123- 4567) Property Owner Email Address Attach City of Wheat Ridge Electronic Payment Form - "DO NOT ATTACH A PICTURE OF A CREDIT CARD" CONTACT INFORMATION Submitting General Contractor or Architect Contractor's License Number (This is a 5 or 6 digit number for the City of Wheat Ridge) Contract Phone Number (enter WITH dashes, eg 303-123- 4567) 303-435-3850 sknol1@remingtonhomes.net Remington Homes 160075 303-435-3850 Contact Email Address sknoll@remingtonhomes.net Retype Contact Email Address DESCRIPTION OF WORK Detailed Scope of Work - Provide a detailed description of work including mechanical, electrical, plumbing work occurring, adding/removing walls, etc. Location of work (backyard, on roof, etc) Project Value (contract value or cost of ALL materials and labor) Upload Engineer letter, other documents on 8 1/2" x 11 " Upload Asbestos Report if triggler level is met per CDPHE regulation. sknol1@remingtonhomes.net Install 35' flag pole south of building Side Yard $500 Field not completed. Upload Drawings 11" x 1211-1627 305110-11.odf 17" or larger 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. Yes I understand that work may not begin on this property until a permit has been issued and posted on the property. I certify that I have Yes been authorized by the legal owner of the property to submit this application and to perform the work described above. I attest that everything Yes stated in this application is true and correct and that falsifying information in this application is an act of fraud and may be punishable by fine, imprisonment, or both. Person Applying for Steve Knoll Permit Email not displaying correctly? View it in your browser. PLOT PLAN PREPARED FORON SITE PLANS Cuv.wiwY D.aw MUST BE ON SITE FOR INSPECTION LOTS:10 11 BLOCK: 5 ALL Projects are ADDRESS: 5137-5131 TABOR STREETSIField Inspections SUBDIVISION: HANCE'S SUBDIVISION REPLAT N0. 2 , CITY OF WHEAT RIDGE , COUNTY OF JEFFERSON , STATE OF COLORADO. PLAN 107 I PLAN 107 FF=68.7 FF=68.7 b TF=68.7 30' WE CRAWL v CRAWL SPACE SPACE INSET STEP TRACT A iN PORCH \ APPROVED PRIVATE DRIVE Revieved for Code Compliance CONCRETE V -PAN Randy Slusser 4/30/2020 LOT n Lor 10 Plans Examiner Date BLOCK 2'UD ERB VMtlM of oevmX:llM irvuowe a/apbmltw ggvawlafpNlu spxfmlbY 2,376}SF, 2.398}S.F. ECC 66.8 66.1 6➢ 6GW113 7. F ' wN�rebgM aNHvwrtYbWbR wmwel UlepWYldY aflXf NtlNlg . mtln wyM.ratMeXmaW fXYNwX rotXe wH6 O/EOC /e CONCRETE CURB HEAD N.T.S. _ 66.0 2° S 'O ifl 'n 5 m 67 9 5 6i '2.0 na 1g%�� A FOG -67=67.1 FOG=67.]®b� F RE 2 CAR 0.0,2 CAR D' K 60.2 2 5.0',I GARAGE o GARAGE VU 11r. P 6b9 TF=68.3 N TF=69.5 ba 1Tr GI o TF 2 O ® g 5.3 5.2 LI BOG -67,56 N 2Z.B y BOG=68.18 6 BOG 9 66.0 1 9. GOB b�. 22.0' 'a BS 11% 0 4 6].6TW 67.4 p 6P 7.9 a PROPOSED 66.SBW 71 49`x° 0 7.1 fi7.6 7 ry 7. 6a LOT 9 RETAINING ui 49%° 10.5' BLOCK 5 WALL 68. 1, 68.1 2je DU 61 a e TRACT D 66.0 sssaW 1 % 11 (I119. m 22.0' C. 22O'bq. s bb%r5J.6 s 6 PLAN 107 I PLAN 107 FF=68.7 FF=68.7 b TF=68.7 TF=68.7 CRAWL v CRAWL SPACE SPACE INSET STEP \ iN PORCH PL FF= TFmR SP 6fi. 66.6 66.7 R�60W 65.6 fi5.9b I 6626I 66.3 O loEwALK N Eow TBC T TABOR STREET LOT DETAIL 0 15 30 SCALE: 1"=30' /( L� Longe � Lond S Surveys 5511 WEST 56TH AVENUE, SUITE 240 ARVADA, Co 60002 P:(72A 242-0732 LEVO 242-9554 SETBACKS IN THIS ZONING AREA ARE ZERO R -PROPERTY LINE BOW -BACK OF WALK FOW-FRONT OF WALK TBC -TOP BACK OF CURB EL -FLOW LINE EOC-EDGE OF CONCRETE O FF -FINISHED FLOOR Z TF -TOP OF FOUNDATION U FOG -FRONT OF GARAGE AU BOG -BACK OF GARAGE HE HIGH POINT TG -TOP OF GRATE TSW-TOP OF STEM WALL TW -TOP OF WALL BW -BOTTOM OF WALL EW=ENO OF WALL JE -UTILITY EASEMENT WE -WATER EASEMENT PACU -PRIVATE OPEN SPACE, PEDESTRIAN ACCESS, DRAINAGE,ANO UTILITY EASEMENT UD -UTILITY AND ORA URGE EASEMENT S.F.-SQUARE FEET W ® = WATER SERVICE ®= SANITARY SEWER SERVICE REVISIONS: REGRADE PER CLIENT 0 10 20 SCALE: 1"=20' - - EASEMENT - FIRE HYDRANT =LIGHT POLE -AREA DRAIN NUMBER OF RISERS, 7-3/4' MAXIMUM HEIGHT (FF TO BOG) ADD LORAL AMOUNT TO DROP DIRT AT FOUNDATION. DATE: I E I r. City of pr Wheat *d DIAVELOPMENT \ \ APPROVED Revieved for Code Compliance Randy Slusser 4/30/2020 LOT n Lor 10 Plans Examiner Date BLOCK BLOCK 5 ERB VMtlM of oevmX:llM irvuowe a/apbmltw ggvawlafpNlu spxfmlbY 2,376}SF, 2.398}S.F. arMmmpwahms ihNN nw bea NnnNt/a; won oNwwwa/ oM mronon b MY Of T& woKslNns 4 X M MN a'otle or W w CXy aaMwKN1. Nm s ' wN�rebgM aNHvwrtYbWbR wmwel UlepWYldY aflXf NtlNlg mtln wyM.ratMeXmaW fXYNwX rotXe wH6 s� /e CONCRETE CURB HEAD N.T.S. LOT DETAIL 0 15 30 SCALE: 1"=30' /( L� Longe � Lond S Surveys 5511 WEST 56TH AVENUE, SUITE 240 ARVADA, Co 60002 P:(72A 242-0732 LEVO 242-9554 SETBACKS IN THIS ZONING AREA ARE ZERO R -PROPERTY LINE BOW -BACK OF WALK FOW-FRONT OF WALK TBC -TOP BACK OF CURB EL -FLOW LINE EOC-EDGE OF CONCRETE O FF -FINISHED FLOOR Z TF -TOP OF FOUNDATION U FOG -FRONT OF GARAGE AU BOG -BACK OF GARAGE HE HIGH POINT TG -TOP OF GRATE TSW-TOP OF STEM WALL TW -TOP OF WALL BW -BOTTOM OF WALL EW=ENO OF WALL JE -UTILITY EASEMENT WE -WATER EASEMENT PACU -PRIVATE OPEN SPACE, PEDESTRIAN ACCESS, DRAINAGE,ANO UTILITY EASEMENT UD -UTILITY AND ORA URGE EASEMENT S.F.-SQUARE FEET W ® = WATER SERVICE ®= SANITARY SEWER SERVICE REVISIONS: REGRADE PER CLIENT 0 10 20 SCALE: 1"=20' - - EASEMENT - FIRE HYDRANT =LIGHT POLE -AREA DRAIN NUMBER OF RISERS, 7-3/4' MAXIMUM HEIGHT (FF TO BOG) ADD LORAL AMOUNT TO DROP DIRT AT FOUNDATION. DATE: I E Model ECX36 - External Single Halyard 6" gold anodized aluminum ball Single sheave truck, cast aluminum revolving type _---------- _ 0 (1) 5/16" dia. halyard (#10 poly) q 0 N C O O 0 O_ Single Sheave Truck Detail (2) Swivel snaps with a Revolving truck vinyl covers 4 ~ Cast aluminum body m Stainless steel ball bearings Nylon sheave L m Cast aluminum spindle 0 (1) 9" Cast aluminum cleat °n ly cc ib o Q X LU r m A) m - o 1, > O Spun aluminum flash collar L � co L � 3000 PSI concrete a6 0 (supplied by others) 0 o a Hardwood wedges m (supplied by others) m Dry sand tightly tamped (supplied by others)o Foundation sleeve -16 ga v = CO galvanized steel o Steel centering wedges 0 0 3/16" Steel base plate L` —77 6" City of XULIWheat Ridge 3/16" Steel support plate $11 1211 Building Division welded to ground spike 16" 3/4" Lightning ground spike 36" Project: Date: Exposed Height_35'-0" Ground Set Tapered EDER FLAG Location: Job: Overall Height _ 38'-6" Aluminum Flagpole ALLOY 6063T6 1000 W. Rawson Avenue Contractor: Revision: Butt Diameter_ 6" 80 grit polish Oak Creek, WI 53154 www.ederflag.com FINISH: Customer: Top Diameter 3-1/2" Wall Thickness_ .156" Ships in 1 section i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type:�- Job Address: `' f �� >G✓ Permit Number: / 0a c oq_�- ❑ No one available for inspection: Time jv/ AM/PM f Re -Inspection required: Yes jNo When corrections have been made, schedule for re -inspection online at: http://www. ci. wheatridge.co. uslinspection Date: L4 - 93 - D nspector: �1 DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: 1.� 5 h• `- Job Address:=> t "Z - ,,.r �,k Permit Number: ❑ No one available for inspection: Time Q" AM/PM Re -Inspection required: os No When corrections have been made, schedule for re -inspection online at: http✓/www.ci. wheatridge.co. uslinspection Date `� 0_� -,.I oc) v Inspector: L), - DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office _1�9� INSPECTION NOTICE Inspection Type: S C_ Job Address: _-D s �� 1 A Permit Number: c2 C) _161 .1 t11 in. 1;. tf>f ".,, 1 ❑ No one available for inspection: Time�) 7 AM/PM Re -Inspection required: Yes No When corrections have been made, schedule for re -inspection online at: http://www.cL wheatridge.co.uslinspection Date: 1-1 'v"') 1 &O l" Inspector: DO NOT REMOVE THIS NOTICE C) w IY a0 Ld w w lY Z n� n O n� n In 1.L 11 Y � U V 0 J M C a O Q 0 J 0 U LL - 40 iLd :F- J in 1Z _O V) �w LL- LLw i� w Q w F— 0 C-) w o Q F - No C.O. may be issued until public improvements are complete as identified in the Subdivision Improvement Agreement. All landscaping shall be installed in accordance with the approved landscape plan (Case No. WSP-17-04) prior to C.O. and pursuant to the phasing identified in the Subdivision Improvement Agreement. Per the SIA, installation of landscaping, street trees, and irrigation is not required prior to Certificate of Occupancy if issuance of the C.O. occurs outside of the planting season, generally October to June. Reviewed for Zoning Compliance by the City of Wheat Ridge Planning Division APPROVED BY: DATE: (3,-/ 1 S ,/ (I COMMENTS: Qf Y H U 00 U J m O 0 pU \ � 0M WLiJl1J a -J OW L=i ;f ..:L "' < .9Z'1 � n 0' S w �WZ m or, QQc6 O ZO°shill Uof II ..N-<1 Ln NOW Nom, � LID ° 0 6�1 0' lz J Z W ro I O 00 z O N (7 it co I O >> 0 H w to j i w W [P1 Cit�of W id 0�COMMUNIIY INVbL 01'MtNI Q APPROVED za d for ode Compliance 20 Plans Etaner Cate %Wits of pennk Tie issuance of o pmnM or opprovW of plans speUfkatfom and compuronons shall not be o permitfo, or an approval of, any vrolobon to any of the proviswns of the building code or of otr City ordinances. Permits presuming to give authority to volale or Centel the provislorLs 4 the Budding codes or other orrhna"t of the City shod not be valid no U z a_ .< -i J a- Q!� CITY OF WHEAT RIDGE PUBLIC WORKS, ENGINEERING APPROVED FOR: DRAINAGE O SIDEWALK O CURB & GUTTER 0 STREET 0 MISCELLANEOUS O PLAT COMI'.•" NT - - -- — -- CIVIL ENGINEER 7 ATE SUBJECT TO FIELD INSPECTIONS m J K Z W J O w O<< Q J Y JU UCC QCCQ 3 J J Q W Z CC Q �Z33o O8-UU <w--- WWY ULLiO ~Xm<WQ yoOQwWp wOp?C�w303 W0zaJm�o ZYm xrjodaOFodo�o aQO0OU omEI-08ZOE< Lr 11 II II 11 will I_o- p'O mOZw rL�L 11 0oomoLaju)3�3O CLjm W F- LjW W F W m2HHHm W "O N3033 :N83ON0O 30 S3 ON 0 CY LU N O W i� �Q ZQ W fn of Y Q U U Q Z w O Lo N :SNO` Gi3S 0 0 W o 0 oQ N = F-- Z z� 1— W W S7 z H W� � O L' 0 0 n w Z � Q E - Q F- 0 0 O N O Of J Z W Q O J Q Q = a � o�m QI N w o o= zo O II it = Q m�F Fw o0 I II J Q z Qp C < OO I U ( n O w w > O O w Z Q V)Q z zZzz Ld a x U z 0 W W: O Q w w W W i Ckf V) Z J w Q �J W Q W Q W L Y wQWoa Z O CY Of of �aa w~z� w� O 5 x > w a I V w P3�cwiw �g� 3 N II Q II II odUF II 0 I I CD �`r w3Wa- DWUi o a �wu No- w Cr m J K Z W J O w O<< Q J Y JU UCC QCCQ 3 J J Q W Z CC Q �Z33o O8-UU <w--- WWY ULLiO ~Xm<WQ yoOQwWp wOp?C�w303 W0zaJm�o ZYm xrjodaOFodo�o aQO0OU omEI-08ZOE< Lr 11 II II 11 will I_o- p'O mOZw rL�L 11 0oomoLaju)3�3O CLjm W F- LjW W F W m2HHHm W "O N3033 :N83ON0O 30 S3 ON 0 CY LU N O W i� �Q ZQ W fn of Y Q U U Q Z w O Lo N :SNO` Gi3S 0 0 W MASONITE OR 30 LB. FELT BOND BREAK LEGEND - F❑UNDATI❑N NOTES 4' CONC. SLAB GENERAL NOTES 8• 4' CON(. SLAB -"It--j-- WHEREREQD• WHERE REOD. 1. LIVE LOADS USED IN DESIGN. O PROVIDE BEAM POCKET AND GROUT Oj FIELD LOCATE PAD OR CAISSON UNDER A ROOF(SNOV)------------------------------------ 30 PSF SOLID AFTER BEAM IS SET. (TYPICAL ROOF OR DECK SUPPORT POST. PROVIDE 2-#4 TOP 6 B. FLOORS-------------------------------------- 40 PSF EXCEPT WHERE NOTED). AT BASEMENT 12 GA. POST BASE WITH 1/2' DIA. ANCHOR BOT. CONT. G LATERAL EARTH PRESSURE ------------------------75 PCF LEVEL BEAMS PROVIDE 8' WIDE x 12' BOLT FOR POST. PLACE POST BASE - - - 2. CONCRETE, REFER TO SOIL REPORT FOR CEMENT TYPE. HIGH x 5' DEEP BEAM POCKETS, DIRECTLY ONTO PAD OR CAISSON & u`* A. ALL CONCRETE SHALL DEVELOP 4,000 PSI MINIMUM COMPRESSIVE O PROVIDE 1/2' DIA. x 12' LONG WRAP WITH 2 LAYERS OF 30 LB. FELT a 4-#4 TOP 6 BUT. 2 E ¢ ROUGHEN STRENGTH 2 28 DAYS (4,500 PSI WEE EOD, SEE SOIL REPORT). A307 ANCHOR BOLTS 2 MAX 24' WHERE THEY PASS THRU SLAB. (TYPJ �cc CONT. (2 EA FACE) B. REINFORCING SHALL CONFORM TO ASTM A615 GRADE 60. LAP BARS E u i O.C. WITH MIN, 2 BOLTS PER PIECE. PROVIDE A VOID SPACE BELOW PARTITIONS 'a 24' MINIMUM AT SPLICES MAKE ALL BARS CONTINUOUS AROUND LOCATE ONE BOLT WITHIN 12' OF EA. z z4SUIL.1 ' VOID MAT'L. BTVN. CORNERS AND ACROSS STEPDOWNS. STAGGER SPLICES. OVER SLAB ON GROUND, DRYWALL W f iADS. ROUGHEN END OF EA. PIECE. (TYPICAL) PANELING TO BE APPLIED TO ALLOW VERT. C. REINFORCING ALTERNATE, 1-#4 GRADE 60 MAY BE REPLACED WITH 1-#5 GRADE 40. !� PROVIDE ADEQUATE WALL BRACING FOR MOVEMENT AT BOTTOM. COVER W/ MOULDING. oGRADE AT - - 3. STEEL, ALL BASEMENT WALLS OVER 16'-0 LONG SEE DETAIL '3'. 4' VOID MAT'L. BTWN. PRIOR TO PLACING BACKFILL AGAINST wmCRAWL SPACE pADS. A PIPE LL TCOLUMNS SHALLL CONFORM RUCTURAL STEEL SHALL CTTOFASTM TA53S GRADE B)TM A36 XORP A50L WALLS. DO NOT REMOVE BRACING UNTIL OVRA3 LAYERS OF 30 LB. FELTPIPE COLUMNS AND • WHERETY ETHEY SEE SECT.'A' B. ADJUSTABLE PIPE COLUMNS TO BE I1 GA. MINIMUM AND BE LOAD BASEMENT AND 1st FLOOR FRAMINGPASS THRU SLAB. (TYPICAL) SEE SECT.'A' FOR DETAILS. RATED FOR 14,600 LBS. MINIMUM AT 7'-0 HEIGHT. ADJUSTABLE ARE IN PLACE.FOR DETAILS COLUMNS TO CONFORM TO 'USE MATERIALS BULLETIN UM -2411'. q SLAB TO HAVE POSITIVE SLOPE AWAY !0PROVIDE 12' SQUARE DIAMOND SHAPED BEAR BEAR ON UNDIS- PROVIDE 15 x 2'-6'DWLS. 4, FOUNDATION SOIL CRITERIA, FRW BUILDING. CONTROL JOINT AT ALL COLUMNS THAT TURBOVIDE z 2'-6' TURBED SOIL. SEE O 2'-0 MAX (MIN. 2 DWI-& DESIGN BASED ON RECOMMENDATIONS BY CTL/THOMPSON, INC. PENETRATE SLAB. LS O 2-0 MAX (MIN. PLAN PER PAD) PR13JECT N0, DN50,047-120-RI. RECOMMENDATIONS IN THE REPORT REFER TO DETAIL '1' FOR DEEP DOWELS PER PAD) SHOULD BE FOLLOWED. BASEMENT WINDOW REINFORCING. (TYP.) ABOVE NOTES NUI REFERENCED BEARING PRESSURE +OWBDE 12' BELOW UAN, DO OT MENIMUM ED OD PRESSU E= 1,000 PSFPWHE (WHERE FINISHED GRADE 13Y 8VIDE. REINFORCE PLYYTOTHIS PLASECTI❑N r r SECTION rE• SIM.' WITH 1-#4 CONT. TOP AND BOTTOM. 5. VERIFY ALL DIMENSIONS BEFORE STARTING CONSTRUCTION. SUPPORT EDGE ON 8. OR 10'0 PIERS CRAWL SPACE DRILLED TO SOLID BEARING AND MINIMUM REINFORCING TO BE REINFORCING TO BE 3 FEET DEEP (WHERE SHOWN). ASTM A615 GRADE 60 ASTM A615 GRADE 60 UNLESS NOTED. 44'-0' 22'-0' 22'-D' UNLESS NOTED, NOTE: SEE FRAMING PLANS NOTE: VERIFY ALL DIMENSIONS AND 6'-10' 73'-8' 6'-10' 8'-8' 13'-2' 4'-3 1/2' 4'-31/2' FOR STRAPS TO BE EMBEDDED CONFIGURATION PRIOR TO 9WSON STMD 1'-7' STDN. IN FOUNDATION WALLS. STARTING CONSTRUCTION. STRAPS IN FDN. PSON STHDIORJ APS IN FON. . 1 APS IN FON. FOUNDATI❑N PLAN 1. REFER TO HOUSE PLANS FOR DETAILS. 2. REFER TO SHEET S-2 FOR SECTIONS, DETAILS AND GENERAL NOTES 3. REFER TO SITE SPECIFIC FOUNDATION FOR CONSTRUCTION. CWC. SLAB TOP 6 CONT. 4SOIL,SE 13UGEN ' VOID MAT'L. BTWN. ADSmSEE SECT.'A' FOR DETAILS. BEPROVIDE P x 2'-6'DWLS. TUO 2'-0 MAX (WN. 2 OWLS. PER PAD) SECTI❑N 'D' v2 -=1'-o MASONITE OR 30 I.B. FELT BOND BREAKER, CONT. 11' 4' CONC. SLAB 1I4 CON( SLAB WHERE RD,;, AVERE REQD. TOP 6 BUT. (2 EA FACE) v 4' VOID MAT'L. BTVN. - - PADS. SEE SECT. 'A' t FOR DETAILS BEAR ON UNDIS- PROVBIE'5 x 2'-6" OWLS TURBED SOIL. SEE O 2'-0 YAX (MIN. 2 OWLS. PLAN PER PAD) SECTION 'D SIM.' v2'=1' -o � I NOTCH FDN. 1Y MAX FOR NOTCH FDN. 12' YAK FOR o DOOR & MAINTAIN 16' MIN. DOOR DOOR & MAINTAIN 18' MIN. D BTWN. ROWS OF FEW. ROWS OF REINF. St GARAGE 4CON(.LA SB ON GRADE GARAGE d CONC. SLAB ON GRADE O4 8 O CROSSHATCHING INDICATES PLACEMENT Z OF 4' VOID MATL UNDER GRADE BEAM. 1 I I I OMIT FTG PAD & SEAL VOID W/ POLY. I I I I I (TYPLGAy - WALQ 1 1 1 I 16' FTG. PAD TYP. I 1 EXCEPT WHERE NOTED I 1 1 1 8' WALL TYPICAL I EXCEPT WHERE NOTED o Si NOTCH FDN. 8' MAK FOR '0 NOTCH FON. HF MAX FOR SIM. DOOR & MAINTAIN 24' WN. DOOR & MAINTAIN 24' MIN. D BTMN. ROWS OF REWf. 51 ITWtl ROWS � ROW, si 51 - T -- GARAGE FOUNDATI❑N PLAN L REFER TO HOUSE PLANS FOR DETAILS. 2. REFER TO SHEET S-2 FOR SECTIONS, DETAILS AND GENERAL NOTES. 3. REFER TO SITE SPECIFIC FOUNDATION FDR CONSTRUCTION. (3000/1000) 6'-0' 9•_4' Ciw °f Wheat Rid MIR 6 I I �v C1 Hv FLACK NOTESO (ALL NOT!! MAY NOT ATLY TO THIO &ORT) L 2 HOUR RATED DWELLING. WIT SEPARATION 2. CONTMUE 2 HOUR RATED DWELLMG WIT SEPARATION 3. LME OF FLOOR/ROOF ABOVE 4. LME OF FLOOR ) ROOF BELOW 5. HAINTAN ACCESSIBLE ROUTE. RE CIVIL 6. AIR CONDITIONER PAD FOR WIT VERIFY WITH CIVIL 1. BANGED ELECTRIC HETERO AND PANELS FOR WITS VERIFY LOCATION WITH CIVIL S. BANGED GAS hETERS FOR WITS VERIFY LOCATION WITH CIVIL 3 CRAWL SPACE ACCESS IO. DECK RAILING CRAWL SPACE COMPOSITE FLOOR PLAN V4'.P-0 City of Wheat Ridge �o 1 �s z ��s ow��,� Ub U in 7 I I L_ —_1I I L —_\ 1.I Dot. Job N.M. Dr— By Ch.NMA By ----------------------------- -- --- -------------------------- a o — -----�--- _ ------- ----------------------------------------------------------------------------------- I C1 Hv FLACK NOTESO (ALL NOT!! MAY NOT ATLY TO THIO &ORT) L 2 HOUR RATED DWELLING. WIT SEPARATION 2. CONTMUE 2 HOUR RATED DWELLMG WIT SEPARATION 3. LME OF FLOOR/ROOF ABOVE 4. LME OF FLOOR ) ROOF BELOW 5. HAINTAN ACCESSIBLE ROUTE. RE CIVIL 6. AIR CONDITIONER PAD FOR WIT VERIFY WITH CIVIL 1. BANGED ELECTRIC HETERO AND PANELS FOR WITS VERIFY LOCATION WITH CIVIL S. BANGED GAS hETERS FOR WITS VERIFY LOCATION WITH CIVIL 3 CRAWL SPACE ACCESS IO. DECK RAILING CRAWL SPACE COMPOSITE FLOOR PLAN V4'.P-0 City of Wheat Ridge �o In Lj S �s z ��s ow��,� Ub U in PT ).d Ar htt.ot Pmj.d D"p. Dot. Job N.M. Dr— By Ch.NMA By TIOMPOSITE BLDG CRAWL SPACE PLAN Sh-t Numb. COMPOSITE Al -1 1l n 0� (� h' -M' 1� (t� ]f -ID' nw W PlAll IDt 4 MAIN LEVEL COMPOSITE FLOOR PLAN VV -P -r FLAG NOTES O (ALL NOTfA MAY NOT M Y TO WI6 6H@ ) I. 2 HOUR RATED DWELLM WIT SEPARATICN 2. CONTINUE 2 HOUR RATED DWELLNG WIT SEPARATION 3. LME OF FLOORAWOF ABOVE 4. LNE OF FLOOR / ROOF BELOW 5. MAINTAIN ACCESSIBLE ROUTE. RE CIVIL 6. AIR CONDITIONER PAD FOR WIT VERIFY WITH CIVIL 1. BANKED ELECTRIC METERS AND PANELS F WITS VERIFY LOCATION WITH CIVIL S. BANKED GAS METERS FOR W ITS VERIFY LOCATION WITH CIVIL 3 CRAWL SPACE ACCESS IO. DECK RAILMC. City Of Wheat Ridge T- N 0xy z ��s Ub Proal Al htt d Propel D dg.. Det. Job Numbr Dann By Ch.Wd By TOMPOSITE BLDG MAIN LEVEL FLOOR PLAN 4iMt Numb. COMPOSITE Al -2 v v� MR] UPPER LEVEL COMPOSITE FLOOR PLAN V4'd'-r FLACK NOTES O (ALL NOl[0 H4r A Nor y To 1 * 64,!1!,)L 4 HOUR RATED DWELLING WIT SEPARATION Z CGI HOI1R RATED DWELLING WIT SEPARATION 3. LINE OF FLOOR/ROOF ABOVE 4. LINE OF FLOOR / ROOF BELOW 5. MAINTAIN ACCESSIBLE ROUTE. RE CIVIL 6. AIR CONDITIONER PAD FOR WIT VERIFY WITH CIVIL T. BANKED ELECTRIC METERS AND PANELS FOR WITS VERIFY LOCATION WITH CIVIL B. BANGED GAS METERS FOR WITS VERIFY LOCATION .nTW CIVIL 3 CRAU- SPACE ACCESS IO. DECK RAILING OF OILY wheat R►d9e �W x -r 4 mlr f "W RAN MI I P.).t Ar htt-t Dale Job Number I Ch.oh.d By 0. - I I PLAN 107 I I' PLAN 107 - I I I I I I II II I I I I I I v I I I I I I II II I I I I I III I OI II :II I I II 10 I I I I.-uJ__� Ir—SII iI�-11 II E,III IL_.{I I 11113 II I IIF_JI I ---- --------- 1 --------- --------- I O _J L I EH ________ 1 ----JL _______J 1_ 1 � x -w I � x -w I RAN 101 4 M,� RAN IR MR] UPPER LEVEL COMPOSITE FLOOR PLAN V4'd'-r FLACK NOTES O (ALL NOl[0 H4r A Nor y To 1 * 64,!1!,)L 4 HOUR RATED DWELLING WIT SEPARATION Z CGI HOI1R RATED DWELLING WIT SEPARATION 3. LINE OF FLOOR/ROOF ABOVE 4. LINE OF FLOOR / ROOF BELOW 5. MAINTAIN ACCESSIBLE ROUTE. RE CIVIL 6. AIR CONDITIONER PAD FOR WIT VERIFY WITH CIVIL T. BANKED ELECTRIC METERS AND PANELS FOR WITS VERIFY LOCATION WITH CIVIL B. BANGED GAS METERS FOR WITS VERIFY LOCATION .nTW CIVIL 3 CRAU- SPACE ACCESS IO. DECK RAILING OF OILY wheat R►d9e �W In O OW) §04 z Mks 0 E-4 V 0 P.).t Ar htt-t Dale Job Number Dram By Ch.oh.d By OMPOSITE BLDG UPPER LEVEL FLOOR PLAN ST.k Number COMPOSITE Al -3 PLAN 1171 FDOF -3s�.N� •tYfY�¢N�le• r�CN ew0m. .s.u��utti'OR�\1 ❑ 'I` LJ PLAN 107 A PLAN 107'1 ROOF -0s�iniam.iuui0'.n Nwm • w �cw+,c nano,' 6/ aonnr _JF ❑ PLAN 107 A COMPOSITE ROOF PLAN V4'.P-O' F CltY °l 'N, Wheat Ridge ROOF PLAN NOTES I. FIELD VERIFY AIA. GUTTER MID POINSPOUT WIER PRIOR TO WTALLATION iZ00F FLAN LEGEND cn LLJ DOWNSPOUT LOCATION • FIELD VERIFY LOCATION 5- PREFlNISHED 0 GUTTER SYSTEM ROOF VENT MINIMUM ❑ VENTING: 51 S0. IN. NET FREE AREA PLAN SEPARATION, NO ROOF V PENETRATIONS N1TIiININ 4'-0' EACH SIDE �O cn LLJ z o�s ow��,� ub V ITE BLDG PLAN Sh..t Numbs COMPOSITE Al -4 GARAGE FLOOR PLAN tw-r-r STANDARD FLAG NOTES: CONCRETE 1 Cl.&=WM aLAe W/ EWANSION-1O/NTD SLOPE TOWARD GARAGE DOOR 2 CONCRETE SLAB, S•xD• TLRJDDIN ELLE PROVIDE STEPS TO GRADE .AS REli MU 3 LINE CF FOUNDATION WALL BELOW 4 MAINTAN ACCESSIBLE ROUTE AS REHIRED FRAMING S WNiDo S�goS pF 4 N' x 30' ATTIC ACCESS I LINE a WALL S LINE OF CANTILEVERED FLOOR ABOVE S SOTPIT DOIW FROn CEILM - SEE PLAN PGR HT. NO DRYUALL SONARE O•BNIY - S' -B• AIT II 34 N• 4I6H WALL- WV HASH C.DNTERTOP D CANTILEVERED WINDOW BOX WITH SNF_LP AT WINDOW BILL B SHOWER SEAT HYA.C. / FIREPLACES M RADON CONTROL VENT AND CHASE B DIRECT VENT SEALED OCMMTM WATER NEATER W DIRECT VENT FORCED AIR FURNACE WIN W-0' x 4'-O• x e- CON =F&M PAD l DIRECT VENT SAS R - INSTALL PER n ACTU IM N•ECFICATIONS PIRCE/IRDE bl-wQFNF� V�AAJ.VMTIEU(T,4Ngi'-B• D GR I�C.F 4-+35'S• FAX LFIYalH - THRpYM1 WDLL PLUMBING/MECHANICAL B FLOOR BRAIN 20 30x40 TIED WITH HIGH CERNTIC TILE BIIRinRM 21 SHOWER EASE PER PLAN UV TEMPERED GLASS ENCLOSUE. CERAMIC TLE UTALLS h PEDISTAL OW IW MIRROR ABOVE - SEE DETAIL 23 WASHER - U166E.R BOX HOOIGP IN WALL PROVIDE WW DRAN PAN 24 POUTI.E SNC UY DISPOSAL 25 TIED, SHOWER TIM MNOUER C INATIDN TO BE EQUIPPED WITH CONTROL VALVES TO LNIT WATER TE'F'ERAT3E TO MAXMk l OF 120- F INTERIOR TRIM AND CABINETS 24 ROD AND SHELF 2l DOILLE ICD AND SHELF 2S S - MNE1vEJf - SEP PLAN FOR SIZE M (S) PANTRY SHELVES 30 14IG4 HANDRAIL 31 34YnW GLL4RDRAIL W LEGS THAN 4 - BETWEEN BALUSTERS. 32 WOOD STEPS SEE STAIR DETAIL 33 RAYS 1 MORDWAVE 94 DRWI ASFER 3S RERRGERATOR (OPTIONAL, 34 34' SASE CABMTS WITH COUNTER TOP ABOVE 31 WALL CABINETS MISCELLANEOUS NOTES 38 PROVIDE nN I aro• THIDC SOLID WOOD 26 ft RATED DOOR W SELF CLOSING HARDWARE 33 PROVIDE SPS• TYPE 'X- GWIB. AT GA IDEHCE SEPARATION 40 41 S4ELP BELOW Q OPTIONAL CMIETS 43 OPTIONAL LAWDRY DIK MOT AVAILABLE N ALL PLANS) 44 KNEE WALL WV WOCID CAP WA" KEY: 2- STUDS • 16' OL. UV M' GTP BOARD AT NTERIOR - WLESSNOTED OTIERIM ""r 2x4 STIIDS • W' OG UW SM' TYPE D(' GYP BOARD MrT SIDE) AND SHAFT LNER BETWEEN WIT REPARATION WA_LD 2" STU28 • Y• OG WV IQ• TYPE GTP BOARD AND FSE TAPE AT GARAGE SIDE 2x4 6TL BJY9LJ..D —� 2x4 "TSI D W' OG UY N' GTP BOARD �f EACH RIDE - ISLfiSS NOTED OM1E]SUBE Cts STONE OR MASONRY VENEER q%I N LLj �O O P.0)oct MWTbct PTcJ.d Dedgnr Md. Job Numbr Dram By Ch.*.d Ey TWs FLOOR PLANS 414Rt NumbRr GARAGE G1-1 UPPER LEVEL FLOOR PLAN W'.1 -p n -w 8 I R � q NHP { • Af rx r -TF I 5 I � I T c W _ xy I WH I II q II F -- MAP Lr, N' -e' T-•!' I 0 M D ri• r- I 1 'e !•-!• s'a• q � B I I I I I I I rs• W a'-¢ I r -r r s'„i' � q 6 si i OLL r ----- I I I II 0 I q q I } $ H I a y e � I a46e I rx ___ T-----J'�p I b v v UPPER LEVEL FLOOR PLAN W'.1 -p n -w I 8 I R � q NHP { • Af rx r -TF I 5 I � I T c W _ xy I WH I II q II F -- N' -e' T-•!' I a I D ri• r- I 1 'e !•-!• s'a• q � B I I I I I I I rs• W a'-¢ I r -r r s'„i' � q 6 si i OLL r ----- I I I II 0 I q q I } $ H I a y e � I a46e I rx ___ T-----J'�p I b I I 7 w r r-6 r le• w B'a• r -r 5'-r r-■• n -Ir n'-0• MAIN LEVEL FLOOR PLAN W'.TO [WINDOW SCHEDULE 1 DOOR SCHEDULE 1 CRAWL SPACE FLOOR PLAN W'.TC STANDARD FLACs NOTES: CONCRETE I coNCIeETE xae WV FMAWION JOW6 SLOPE rouAT® GARAGE DooR a CONCRETE SLAD, eY0• itluJDWN EDGE PROVIDE STETS TO GRADE AS REOWNED ! Lm Q POMPATION WALL BELOW 4 MAMAN ACCESSIBLE IROUM AS REQUIRED FRAMING 5 moiTu'L.s`wDE�To �Ae''�BE�c. °e • 77' x 3SATTIC ACCESS lLMC M WALL ABOVGLILOW eLRE OF C TILEYflffABOVE* FLOOR AOVE SSOFFIT DCWM PROM CEILMG - SEE FLAN FOR W. IB DRYULAU SQUARE OPCNR - e'-0• A7► 11 S4 M' HIGH WALL UW FLIBN C-NTERTOP O CAMILEYERED WNDOW BOX WITH BHELF AT We4pdU 6" B SHCUER SEAT H.VL4.C. / FIREPLACES 14 RADC4 COMIROL VBJi ANp CHASE D DIRECT YEW SEALED CO EIISTION W14TER HEATER W DIRECT VENT FOR= AIR FIA■IACE W TH 4'-0' x 4'-0' x 6' CONCIETE PAD n DIRECT v w c.AS P - MTALL E'ER MANFACTIff]R 6PECFIUTIOIIS RIDE &WOIT VALVE WITWIN ALVEWTTFN ISRyR4-10• WA.E(LEYpR6'-OF' WALL N PL UMBING/MECHANICAL B BOOR DRAM 70 !0x60 TUE WITH ll i CERAMIC TILE "POIRJD aI SHCUE7R BASE PER FLAN UV TEr•IPE11atDD GLASS LABS AM RE. CERIC TILE WALLS v FEDISTAL SI14C UV MIRROR ABOVE -SEE DETAIL 73 WASHEIR - WASLER BO% HQOIQP N WWLL PROVIDE WW ORAN PAN 24 OQCLE SW W DISPOSAL M TUB, SHOWER T M16HOWER CQ'ENATON TO DE EQUIPPED WITH CONTROL VALVES TO LMIT WATER TEM ERATI# TO MAXMM OF 00' F INTERIOR TRIM AND CABINETS 76 ROD AND 6W -LP 71 DQbLE ROD AND SHELF 1e b - SHELVES - SEE PLAN FOR SIZE M (5) PANTRT SHELVES 30 l4YnM}36Y4hex) MGN HANDRAIL 31 -"w GUARDRAIL d LESS T 4' BETWEEN BALUSTERS. Sa WOOD STEM SER STAIR DETAIL 33 RAN.3E 4 MICR(AWAV S4 DIbUAS1-ER 38 MMMEIVATOR fOFTIQJAL) !6 %' BASE CABMETS WITH COIMER TOP ABOVE 51 WALL CM RETS MISCELLANEOUS NOTES 3e PROVIDE nN 1 aro• T"IM SOLID W`=7ST1M RATED DOOR W' SELF CLOSM HAROWAIE » PROVIDE ero' TTPE')('GWB-AT G4IRAGESESIDENCE SEPARATION 40 PROVIDE IM U14TERF4 O GYP BI®. (UP TO M-) M CQR�gLW�lp^Ep WIITTH ASTM CV 6. ClAn. OR CR1e AATIDALL!MLL TILE M T b%WD ICUER AAS ATID WALL PAWLS N SHOWER ARCAS 41 SHELF BELOW 47 OPTNALIOCABRETB 43 OPTIONAL LAUNDRY 6W (NOT AVAILABLE M ALL PLANS) 44 *EE WALL WW WOOD CAP WALL KEY: 7x6 STUDS'. IS' OL WW IR• GYP BOAR® AT ISIMMOR - IMLESS NOTED OTWR 16E Orb STUDS • 16' OL- WY 5ro' TTFE w GYP BOARD (wff SIDE) AND SHAFT LRER BETUEEM WR SEPARATON WALLS 2" STUDS • *- OG W) V)' N GTP BOARD AND FIRE TAPE AT GARAGE SIDE a�wSLLe 7x4 STUDS . K' OL. LLW VY GTF BOARD N EAw �— CN BIDE - uULEee OTED oT1ERUSE — STOW OR M460NRT vk]EeR Wheat Ridge Building pwison cn Ld �O O Projeet ArCdt.ct Det. Job N—ber Dram By Checked Ey TM. FLOOR PLANS S h.e Ranb.r PLAN 107 I R � e' -r rx r -TF I 5 I � I - W _ xy I N' -e' T-•!' I a D � I q B I I ix I I I q q I } I 7 w r r-6 r le• w B'a• r -r 5'-r r-■• n -Ir n'-0• MAIN LEVEL FLOOR PLAN W'.TO [WINDOW SCHEDULE 1 DOOR SCHEDULE 1 CRAWL SPACE FLOOR PLAN W'.TC STANDARD FLACs NOTES: CONCRETE I coNCIeETE xae WV FMAWION JOW6 SLOPE rouAT® GARAGE DooR a CONCRETE SLAD, eY0• itluJDWN EDGE PROVIDE STETS TO GRADE AS REOWNED ! Lm Q POMPATION WALL BELOW 4 MAMAN ACCESSIBLE IROUM AS REQUIRED FRAMING 5 moiTu'L.s`wDE�To �Ae''�BE�c. °e • 77' x 3SATTIC ACCESS lLMC M WALL ABOVGLILOW eLRE OF C TILEYflffABOVE* FLOOR AOVE SSOFFIT DCWM PROM CEILMG - SEE FLAN FOR W. IB DRYULAU SQUARE OPCNR - e'-0• A7► 11 S4 M' HIGH WALL UW FLIBN C-NTERTOP O CAMILEYERED WNDOW BOX WITH BHELF AT We4pdU 6" B SHCUER SEAT H.VL4.C. / FIREPLACES 14 RADC4 COMIROL VBJi ANp CHASE D DIRECT YEW SEALED CO EIISTION W14TER HEATER W DIRECT VENT FOR= AIR FIA■IACE W TH 4'-0' x 4'-0' x 6' CONCIETE PAD n DIRECT v w c.AS P - MTALL E'ER MANFACTIff]R 6PECFIUTIOIIS RIDE &WOIT VALVE WITWIN ALVEWTTFN ISRyR4-10• WA.E(LEYpR6'-OF' WALL N PL UMBING/MECHANICAL B BOOR DRAM 70 !0x60 TUE WITH ll i CERAMIC TILE "POIRJD aI SHCUE7R BASE PER FLAN UV TEr•IPE11atDD GLASS LABS AM RE. CERIC TILE WALLS v FEDISTAL SI14C UV MIRROR ABOVE -SEE DETAIL 73 WASHEIR - WASLER BO% HQOIQP N WWLL PROVIDE WW ORAN PAN 24 OQCLE SW W DISPOSAL M TUB, SHOWER T M16HOWER CQ'ENATON TO DE EQUIPPED WITH CONTROL VALVES TO LMIT WATER TEM ERATI# TO MAXMM OF 00' F INTERIOR TRIM AND CABINETS 76 ROD AND 6W -LP 71 DQbLE ROD AND SHELF 1e b - SHELVES - SEE PLAN FOR SIZE M (5) PANTRT SHELVES 30 l4YnM}36Y4hex) MGN HANDRAIL 31 -"w GUARDRAIL d LESS T 4' BETWEEN BALUSTERS. Sa WOOD STEM SER STAIR DETAIL 33 RAN.3E 4 MICR(AWAV S4 DIbUAS1-ER 38 MMMEIVATOR fOFTIQJAL) !6 %' BASE CABMETS WITH COIMER TOP ABOVE 51 WALL CM RETS MISCELLANEOUS NOTES 3e PROVIDE nN 1 aro• T"IM SOLID W`=7ST1M RATED DOOR W' SELF CLOSM HAROWAIE » PROVIDE ero' TTPE')('GWB-AT G4IRAGESESIDENCE SEPARATION 40 PROVIDE IM U14TERF4 O GYP BI®. (UP TO M-) M CQR�gLW�lp^Ep WIITTH ASTM CV 6. ClAn. OR CR1e AATIDALL!MLL TILE M T b%WD ICUER AAS ATID WALL PAWLS N SHOWER ARCAS 41 SHELF BELOW 47 OPTNALIOCABRETB 43 OPTIONAL LAUNDRY 6W (NOT AVAILABLE M ALL PLANS) 44 *EE WALL WW WOOD CAP WALL KEY: 7x6 STUDS'. IS' OL WW IR• GYP BOAR® AT ISIMMOR - IMLESS NOTED OTWR 16E Orb STUDS • 16' OL- WY 5ro' TTFE w GYP BOARD (wff SIDE) AND SHAFT LRER BETUEEM WR SEPARATON WALLS 2" STUDS • *- OG W) V)' N GTP BOARD AND FIRE TAPE AT GARAGE SIDE a�wSLLe 7x4 STUDS . K' OL. LLW VY GTF BOARD N EAw �— CN BIDE - uULEee OTED oT1ERUSE — STOW OR M460NRT vk]EeR Wheat Ridge Building pwison cn Ld �O O Projeet ArCdt.ct Det. Job N—ber Dram By Checked Ey TM. FLOOR PLANS S h.e Ranb.r PLAN 107 T PLAN m, I PLAN of 1 FRONT ELEVATION W -r -r LEFT ELEVATION 3n•.r-0• FLAG NOTES O L A1CHTTECTIRM. GRADE ABP/IALT WINES 9. PETAL ROLE WITH WOOD WPPORT BR4CIOM 3. bib 8"MLE STRIP OYER " NAM -FASCIA 4. PRE-FMI8HM WrTERB OVER NA FASCIA OVER " 818-FA8CIA 8. HARDBOARD SOFFIT. RE JCCR PLAN FOR VYNTBY 6. HORIZONTAL LAP BIDMG 1. SOLID PANEL BIDDY+ WITH VERTICAL BATTENS. S. Bt TPM AR OLINP ALL DOORS AND WIN L 18 s br4 CORNER TRIM 10. BTNTHETIC STONE VENEER R STONE SILUBTCE CAP Q. Ix Q TRIM 13. b' x T' OVERHEAD GARAGE DOOR W. STONE VENEER OVER FRAFE:P COLWIN B. PETAL PORCH RAILMG b. DECORATIVE GABLE VENT n. EXTERIOR L*HT FIXTIFE b. CONCRETE PATIO/PO1CH I s WIT BEPARATICN LINE 10. EXTEND 2 -HR WIT BEPARiATION WALL AT BUILDMG OFT -BETS 7L 16• x 16• W -A l" P0818 WITH YI " .AP TOP AND BOTrOM TR. PICPOBED GRADE 73. PRE -CAST STONE HEADER 24. WMDOW TRIM AT 8TOE VENEER 28. 6X6 UkXV WF"ORT BRACKET �.q City of Wheat flidg(-"' olviso` �w V) 0 O L O Ub �F P.J}at Amhlt.at Project D..1g— Bab Job Number Dr— By Ch.d.d By TOMPOSITE BLDG ELEVATIONS Sh..t 4—b.r A3-1 I PLAN ICI 1 R04 wl I REAR ELEVATION V4•.? -r RIGHT ELEVATION bli•.1'-0• FLAG NOTES O L ARCHTECTURAL GRADE ASPHALT SHINGLES 7. METAL ROOF WTH UIOOD SUIPPORT BRA0KET6 3. bib S14RJCdE STRIP OVER b O 81115 -FASCIA 4. PRE- WISH® GUTTERS OVER bU FASCIA OVER 1x6 dDfASCIA S. HARDBOARD 8OPPIT. RE .ROOF PLAN FOR VETTM 6. HORIZONTAL LAP 60W. 1. SOLID PANEL SIONG WTH VERTICAL BATTENS. S. N TRIM ARORND ALL DOORS AND WPdJOWB 4 bh4 CORNER TRIM 10. SYNTHETIC STONE VENEER IL STONE SILLISTOW CAP 12. 1. 12 TRIM D. W. l' OVERHEAD GARAGE DOOR FA STONE VENEER OJER PRAPED COLLM 5. FETAL PORCH RAILM 16. DECORATIVE GABLE VENT T. EXTERIOR LIGHT FXTURE b. CONCRETE PATICA-0RLH M WIT SEPARATION LINE 70. EXTEND 2 -WR WIT SEPARATION U41-1- AT BWLDW, OFFSETS 21. N• x W FRAMED POETS WR44 b6 WRAP TOP AND BOTTOM 72. PROF06M GRADE 73. PRE-C46T STONE HEADER 24 WINDOW TRIM AT STONE VENEER ZS. 6Xb UJOOO 8UPPORT BRACKET City of what Ridrye o"J;,, �w O OM Ub L7 � Plu).t Ardllt-t P -).d D..gns Date Job Numbs Dr— By Di..Md By OMPOSITE BLDG ELEVATIONS 91..t Numbs A3-2 4 L PLAN 19'1 GARAGE SIDE ELEVATION V4' -f -r ROOF PLAN NOTES I. FIELD VERIFY ALL CURTER AND pgW5FiCl7i LOCATI045 INV OILNER PRIOR TO INSTALLATION GARAGE FRONT ELEVATION IW -I' -V fROOP PLAN LF=C�F=ND O DOWNSPOUT LOCATION — — — — — — — — — — FIELD VERIFY LOCATION ......... ---- — 5- PREFINISHED 0 GUTTER SYSTEM WE VI NT C iTP. 5Bi T97f cutsTCR ... ROOF VENT MINIMUM ❑ VENTING: 51 SO. IN. NET I I 1 I RKP VBD TTP. FREE AREA � , I Ra'F MIT TTP. PLAN ROOF Pr J -t D.61p. RATIONSEPARATION, PENETRATIONS WITHININ 4'-0' 5:12 aMNfm' \ I \jLc1-T I EACH SIDE GARAGE REAR ELEVATION V4' -P-& PLAN ION ROOF PLAN 101 ROOF ATM BPA¢ - (16684 FtlW0 8a N / 500. ATM BPA¢ - I416 SQ FU 66210 8a N / 580. AI8a N wa VeM4,, NOTAL w 8a N om 1'BITPG TOTAL - 11838¢1L NW. O) 884 N VHU8. 0081 N ---N NCN.0)D-NVSII0. WIla N -1103 84 N BORT . R) 2608¢ M VINM . SO SQ N . 803 8a N wm . U)2" 5a N ywm . S08a N GARAGE FRONT ELEVATION V4'.I'-' FLAG NOTES O L ARCHITECTURAL GRADE A8PWALT 8HPYIES. 2. FETAL ROOF WITH UIOOD SUPPORT BRACKETS 3. bb WI GLE STRIP OVER b'S SUB -FASCIA 4. FRE-FNISHED GUTTERS OVER kb FASCIA 0i""&A5 FASCIA S. HARDBOARD 80WIT. RE IQV0P PLAN FOR VENTING 6. HORIZONTAL LAP SIDING 1. SOLID PANEL SIDING WITH VERTICAL BATTENS. S. N TRIM ARGlb ALL DOORS AND WB 100116 S. br4 LORI ER TRIM 10. SYNT1ETIC STCfE VENEER It. STONE SILL/STONE CAP 12. 1. 12 TRIM B. K' x l' OVE a-EAD GARAGE DOOR 14. STCHE VENEER OVER RPAP® COLLM B. FETAL PORCH RAILING 16. DECORATIVE GABLE VENT TI. EXTERIOR LIGHT FIXTURE 19. CGNCRETE PATIO/PORGH R WIT SEPARATION LNE 70. EXTBIP T -HR WIT SEPARATION WALL AT BUILDING OFFem A 16' x 16' PRAI ED POSTS WITH b:b WIPAP TOP AND BOTTOM 22. rAoroSED GRAPE 23. PRE -CAST STCPE HEADER 24 WINDOW TRN AT STCtE VENEER M. 6X! WOOD SUPPORT BRACKET City of Wheat Ridge ilding DivisO �W O O r �s Z 0IT,��,,w Ub �F — — — — — — — — — — ......... —-------------- ......... ---- — ------------- --- ---------------- 1 I I WE VI NT C iTP. 5Bi T97f cutsTCR ... O<TfTI ViiB TTP. 8ff VHB G4O9 POR 1 I � I I 1 I RKP VBD TTP. .. I. ....... .......... � , I Ra'F MIT TTP. 10 111IT CAlC7 F�--� Pr J -t D.61p. ��----88gg V87f 5:12 aMNfm' \ I \jLc1-T I .'.'�'.'.'.'.'.'.'.'.'.' GUQM 5:1i I ..... ❑ ������������������������ I ❑ T I RIDGE RIDGE I 5:14 PLAN 107 PLAN 107 S:12 � , I � I I I I I I L------------- . .1.'.'....'.'.'. `. I I I --------------------------------J 1.'.'.'.'.'.'.'.'.'. GARAGE FRONT ELEVATION V4'.I'-' FLAG NOTES O L ARCHITECTURAL GRADE A8PWALT 8HPYIES. 2. FETAL ROOF WITH UIOOD SUPPORT BRACKETS 3. bb WI GLE STRIP OVER b'S SUB -FASCIA 4. FRE-FNISHED GUTTERS OVER kb FASCIA 0i""&A5 FASCIA S. HARDBOARD 80WIT. RE IQV0P PLAN FOR VENTING 6. HORIZONTAL LAP SIDING 1. SOLID PANEL SIDING WITH VERTICAL BATTENS. S. N TRIM ARGlb ALL DOORS AND WB 100116 S. br4 LORI ER TRIM 10. SYNT1ETIC STCfE VENEER It. STONE SILL/STONE CAP 12. 1. 12 TRIM B. K' x l' OVE a-EAD GARAGE DOOR 14. STCHE VENEER OVER RPAP® COLLM B. FETAL PORCH RAILING 16. DECORATIVE GABLE VENT TI. EXTERIOR LIGHT FIXTURE 19. CGNCRETE PATIO/PORGH R WIT SEPARATION LNE 70. EXTBIP T -HR WIT SEPARATION WALL AT BUILDING OFFem A 16' x 16' PRAI ED POSTS WITH b:b WIPAP TOP AND BOTTOM 22. rAoroSED GRAPE 23. PRE -CAST STCPE HEADER 24 WINDOW TRN AT STCtE VENEER M. 6X! WOOD SUPPORT BRACKET City of Wheat Ridge ilding DivisO �W O O r �s Z 0IT,��,,w Ub �F Pros t ArNRaet Pr J -t D.61p. Date Job Number Dram By Ch -kW By Tme ROOF PLAN/ ELEVATIONS Sheet Numbr GARAGE G1-2 S.: U U Z m J J w No C.O. may be issued until public improvements are complete Reviewed for Zoning Compliance by the o 2 o� " r F- Q rn rn as identified in the Subdivision Improvement Agreement. City of Wheat Ridge Planning Division _ Z W w APPROVED ~ z w Oo W N H a FM� � All landscaping shall be installed in accordance with the o w w Z X Q approved landscape plan (Case No. WSP-17-04) prior to C.O. `V b a � m Q or N w o �= zo an pursuant to the phasing identified in the Subdivision BY: �i I Q m , o Improvement Agreement. Per the SIA, installation of � M 00 7 0 Qz landscaping, street trees, and irrigation is not required prior to DATE: � 2 � I � � �'� w I � � O Q Certificate of Occupancy if issuance of the C.O. occurs outsidea COMMENTS: U of the planting season, generally October to June.`f' 0 w O �r ■�a..T �d 0 V w % Q w O o O m o P�� 0 dp � E .W :� o 03 w_04 1 J U w m �1� �P �y �wofrzwo w n z J n n — K U i Q :2 w N U O WrJ� �J O m 0, ♦ _ `�O/ U wwaowm< w O w N e LL. I I w NC�F ad of J��trd ILLI H� J �wFr wrrQ �_ F n g �,'. ►...� S W �� d O Q} K CL Q a t m fO I L� i-U I�u G' gid w = ���rr J~awv��Fwo ¢ z w o w I� a N O 0 rn ® ��. N 0'S § ' m F3�a0 JAW a rn `r' < e W $. a� 0'lZ %8 ® % yeti �9'0'Zy (� n od�� n n� n n cri o."w U N j3arnQoowui w Z ,e7 Z Q OD oda+� �1� �1 ^ if7 ��� Z o ' w z 3► (n t► m0 £ H to x m m o L-j �! s Q 1) Z r) %Z CIO N %z 01'�'.. (r F- Z w Z"+ J J ° B l u) %Z V Ld Z V J Y it o Q CD 3 J H W Z A�,O 1Z��9�y0 %L-� %��'� O'Zti �6IF `°"' " z33o ooze W W �N N ® v y1b c �° z INS }o°wwOowz0V 303 � Z Q' i N n ^ �Ld Ldrn v IQ 'o� r ( "<0-00"'00wow�w Y� _ to �� Q Oi 000 Ub ^^ a0 W wUz Jw=0z�4 0 000 oNOLw Q °OI NO ()Qf0 CD)N so N Zco torp U N��F.O Y �m�opwZo�m�00p0o J�> W w owb U� m r; ao to N J II II�� r-ooa r0Q a33ti�c�i i liCDCD a 11 m11 w � mOp� >' U W t �5 O ©4 n m �O �l�i�Uln ZZN �W �mim 0wm=r�3mw Q Q m W b Q ro o'Lz �g %s-gco % 0-0 WO r� N O o `s i't d315 0 S 0' lb O aN3J3l mr N n a I..L �' J N 11. 17 04 CD S lel M T`. ^�° O ¢ f0 . Q Q N W Z D o� Q a� �o { b r r` 6 6�,1 l,l N" o^ I— '�� N 11 v W 11 cV cV Z tp tp 3 C) .0 Q rZO No N0E- mN �I N J II II �d tO I � ZQ Z Q C) �� 0 In to b 0f U ° y�� �Z %5 c,® %I �h �0'Zti 0 99 Z U rn 0 z Q J OLLJ •�co p 01J Q � O Ci 3n,s + N N cn ° IEOI 3 LO co S110dB13S n > > COs; r�: ,dLd to n umi Lj W he sit R i cue o z O C MMUNI IY f_If Vt! Pa1th. 1`' 0 a_--< � a o APPROVED ��� Q CITY OF WHEAT RIDGE �0� __j� b �, a >- PUBLIC WORKS, ENGINEERING g m N A_Plans w�dCe _Com, o� w Q) j n APPROVED FOR: DRAINAGE O SIDEWALK w of L) J a o" er Date D CURB 8 GUTTER ❑STREET o o �o�'VaKdkvooersnN: The +ssuonceoJopermttoropprO,gloJpApn.sper,fkohon! MISCELLANEOUS OPLAT JM and cnmpurohora shop not be oermK r, a ono COMMENT J� a n P /o pprovd c�( orry wolobon t0 � i any of Me provisions of the building code or of oqr City avdrnomft FerMft va a pros-9 to give outhorlty to violate or oencel the prowa" of the tothr< or ~ ortt/norom of the oty shall not be valid CIVIL ENGINEER DTE :148301400 SUBJECT TO FIELD INSPECTIONS 30 S3 ON 91PSON SDDIORJ- STRAPS N FDN. TOP 6 CONT. VOID MAT'L• BTVN. o GRADE u� Q CRAWL SPACE PACE SEE SECT, 'A' FOR DETAILS. BEAR ON UNDIS PROVIDE /5 x 2'-6' TURNED SOIL. SEE OWLS. O 2'-0 MAX (YIN. PLAN 2 DOWELS PER PAD) SECTI❑N 'E' 1/2'=1'-0 CRAWL SPACE MASOMTE OR 30 LB. FELT BOND BREAKER, CONT. ` 4' CON(. SLAB \\ WHERE READ.-_ TOP 6 BOT. (2 EA. FACE) j4'_VOID MAT'L. BTWN. - PA SEE SECT. 'A' FOR DETAILS. BEAR ON UNDIS- PROVIDE #5 x 2'-6' DWI-& TURBED SOIL. SEE O 2'-0 MAX (MN. 2 DWI-& PLAN PER PAD) SECTI❑N 'E' SIM.' 1/2'=P-0 F❑UNDATI❑N PLAN 1/4'=1'-O L REFER TO HOUSE PLANS FOR DETAILS. 2. REFER TO SHEET S-2 FOR SECTIONS, DETAILS AND GENERAL NOTES. 3. REFER TO SITE SPECIFIC FOUNDATION FOR CONSTRUCTION. N GENERAL NOTES 1. LIVE LOADS USED IN DESIGN, A. ROOF (SNOW) ---------------------------30 PSF B. FLOORS---------------------------------- 40 PSF G LATERAL EARTH PRESSURE------------------- 75 PCF 2. CONCRETE, REFER TO SOIL REPORT FOR CEMENT TYPE. A. ALL CONCRETE SHALL DEVELOP 4,000 PSI MINIMUM COMPRESSIVE STRENGTH B 28 DAYS (4,500 PSI WHERE READ, SEE SOIL REPORT). B. REINFORCING SHALL CONFORM TO ASTM A615 GRADE 60. LAP BARS 24' MINIMUM AT SPLICES MAKE ALL BARS CONTINUOUS AROUND CORNERS AND ACROSS STEPDOWNS. STAGGER SPLICES. C. REINFORCING ALTERNATE, 1-#4 GRADE 60 MAY BE REPLACED WITH 1-05 GRADE 40. 3. STEEL, A ALL STRUCTURAL STEEL SHALL CONFORM TO ASTM A36 EXCEPT PIPE COLUMNS SHALL C@1F13RM TO ASTM A53 (GRADE B) OR A50L B. ADJUSTABLE PIPE COLUMNS TO BE 11 GA. MINIMUM AND BE LOAD RATED FOR 14,600 LBS. MINIMM AT 7'-0 HEIGHT. ADJUSTABLE COLUMNS TO CONFORM TO 'USE MATERIALS BULLETIN UM -2411'. 4. FOUNDATION SOIL CRITERIA, DESIGN BASED ON RECOMMENDATIONS BY CTL/THOMPSON, INC PROJECT NO. DNSO,047-120-R1. RECOMMENDATIONS IN THE REPORT SHOULD BE FOLLOWED. MAXIMUM SOIL BEARING PRESSURE = 3,010 PSF (DL+LL) MINIMUM DEAD LOAD PRESSURE = 1,000 PSF (WHERE POSSIBLE) 5. VERIFY ALL DIMENSIONS BEFORE STARTING CONSTRUCTION. REINFORCING TO BE ASTM A615 GRADE 60 UNLESS NOTED. 8' BEAR ON UNDIS-S\ TURNED SOIL. SEE `{ PLAN SECTI❑N 'D' MASUB ONITE OR 30 . FELT SONO BREAKER, CONT 4' CONC. SLAB WHERE REOD.\ BEAR ON UNDIS- TURBED SOIL. 411 TOP 6 CONT. IGHEN VOID MAT'L, BTWN. IS. 3EE SECT. 'A' FOR DETAILS. lOV1DE #5 x V-6' DWLS. Y-0 MAX (MIN. 2 DWLS. R PAD) 1/2'=1'-0 TOP 6 BOT. (2 EA. FACE) VOID MAT L BTVN 'ADS. JSEE SECT. 'A' 1 FOR DETAILS PROVIDE f5 x 2'-6" OWLS. O Y-0 MAX (MIN. 2 DWLS, PER PAD) SECTI❑N 'D SIM,' 1/2'=1'-O LEGEND - F❑UNDATI❑N NOTES O PROVIDE BEAM POCKET AND GROUT O7 FIELD LOCATE PAD OR CAISSON UNDER 221_01 8'-8' 6'-10' 73'-8' 12 GA. POST BASE WITH 1/2' DIA. ANCHOR 6'-10' 13'-2' I/2` HIGH x 5' DEEP BEAM POCKETS. 4'-3 1/2' 13'-2' 1'-7' tl7' S. sm.4'-3 A307 ANCHOR BOLTS 2 MAX. 24' WHERE THEY PASS THRU SLAB. (TYP.) PSON STRAPS N FDN. _ ___________ ------ I ____ ____ _____ APS ISTHDIORJ N FDN. ____________ _ f O3 PROVIDE ADEQUATE WALL BRACING FOR MOVEMENT AT BOTTOM) COVER W/ MOULDING. ALL BASEMENT WALLS OVER 16-0 LONG SEE DETAIL '3'. PRIOR TO PLACING BACKFILL AGAINST WALLS. DO REMOVE 9 WRAP PIPE COLUMNS AND UTILITY LINES O NOT BRACING UNTIL BASEMENT AND 1st FLOOR FRAMING W/ 3 LAYERS OF 30 LB. FELT WHERE THEY PASS THRU SLAB. (TYPICAL) E ®SLAB TO HAVE POSITIVE SLOPE AWAY 10 PROVIDE 12' SQUARE DIAMOND SHAPED FROM BUILDING. CONTROL JOINT AT ALL COLUMNS THAT OS REFER TO DETAIL '1' FOR DEEP s1 s1 BASEMENT WINDOW REINFORCING. (TYPJ O ABOVE NOTES CB1L REFERENCED s st © TURN DOWN SLAB EDGE 12' BELOW r CROSSHATOWIG NCCATES PLACEMENT i I APPLY TO THIS PLAN, WITH 1-#4 CONT. TOP AND BOTTOM. OF 4' VOID MAIL UNDER (RADE 8EA1L I OMIT FTG. PAD & SEAL VOID W/ POLY. I 1 SUPPORT EDGE ON 8' OR 10'0 PIERS DRILLED TO SOLID BEARING AND MINIMUM I (TYPICAL) 1' WALL I CYT FTG. PAD & SEAL VOID W/ POLY. j I 3 FEET DEEP (WHERE SHOWN). I. ASTM A615 GRADE 60 I "CAL) UNLESS NOTED, I IX(T:PT WHERE NOTED NOTE: SEE FRAMING PLANS NOTE: VERIFY ALL DIMENSIONS AND fOR STRAPS TO BE EMBEDDED CONFIGURATION PRIOR TO IN FOUNDATION WALLS. STARTING CONSTRUCTION. EXCEPT WHERE NOTED CRAWL SPACE CRAWL SPACE S1 b, NOTCN FON. 8- MAX FOR NOTf71 EDN. !r MAX FOR SM, DOOR & YNNTAN 24' MIN. BOOR & YAINTAN 24' ION. BTWN. ROWS OF RDNF. . 51 BTVN. ROWS OF RENF. St S i FURNACE I I I ----- 1 PFIRNACE i PAD 14'-0' 1 1 1 8-0' 14'-0' I i to I 11 I I I I `------ I I I ----- — I Waxis CoKT, I � L J i PAD /j PAD 30 x30 s 14 THICK J I 30 x30 z 14 THICK I W/4-µ EA. WAY BOT I ' W W/4-#4 EA WAY BOT. I 3Y ADA (S(>R. 40) STEEL PPE C011NN, i I '2 SEE DET. '4' (TMP.) Ji j I I I I I I I 1 I I PAD I i PAD I Y x 14 THICK W/3-#4 EA. WAY DOT I 1 j N 28 z ZB x 14 710(X( W/3-/4 EA. WAY 80T. 1 LJ1 FTG PAD TMP. Ii Ii 1I LI _I6' I EXCEPT WHERE NOTED 3'0 ADJ. (fit 40) E kLPIPE 000DL '(T 8' WALL TYRCAL I I St EXCEPT WHERE NOTED I 1 SDI. E TEP TOP OF I 51 SI Er± TOP OF -- - Ir._ --- --� N. 11't AL - ---- ;o b TEP TOP OF --- - PSON STHDICRJ - - - IN FDK t _ - = S7HDIORJ-." N EDN. i._3• _ N STEP TOP OF -:Z. 51 1 SI TOP OF FDN. 8't 2'-7' . 8't z -z 5'-0' 5,-1. 2'-0' 3-0' 3'-0' '-0' 3'-0' 5'-10' 5'-01 W-3'1'-6' 8'-3' - 1t'-6' 8' -IG' 8'-10' 13'-2' F❑UNDATI❑N PLAN 1/4'=1'-O L REFER TO HOUSE PLANS FOR DETAILS. 2. REFER TO SHEET S-2 FOR SECTIONS, DETAILS AND GENERAL NOTES. 3. REFER TO SITE SPECIFIC FOUNDATION FOR CONSTRUCTION. N GENERAL NOTES 1. LIVE LOADS USED IN DESIGN, A. ROOF (SNOW) ---------------------------30 PSF B. FLOORS---------------------------------- 40 PSF G LATERAL EARTH PRESSURE------------------- 75 PCF 2. CONCRETE, REFER TO SOIL REPORT FOR CEMENT TYPE. A. ALL CONCRETE SHALL DEVELOP 4,000 PSI MINIMUM COMPRESSIVE STRENGTH B 28 DAYS (4,500 PSI WHERE READ, SEE SOIL REPORT). B. REINFORCING SHALL CONFORM TO ASTM A615 GRADE 60. LAP BARS 24' MINIMUM AT SPLICES MAKE ALL BARS CONTINUOUS AROUND CORNERS AND ACROSS STEPDOWNS. STAGGER SPLICES. C. REINFORCING ALTERNATE, 1-#4 GRADE 60 MAY BE REPLACED WITH 1-05 GRADE 40. 3. STEEL, A ALL STRUCTURAL STEEL SHALL CONFORM TO ASTM A36 EXCEPT PIPE COLUMNS SHALL C@1F13RM TO ASTM A53 (GRADE B) OR A50L B. ADJUSTABLE PIPE COLUMNS TO BE 11 GA. MINIMUM AND BE LOAD RATED FOR 14,600 LBS. MINIMM AT 7'-0 HEIGHT. ADJUSTABLE COLUMNS TO CONFORM TO 'USE MATERIALS BULLETIN UM -2411'. 4. FOUNDATION SOIL CRITERIA, DESIGN BASED ON RECOMMENDATIONS BY CTL/THOMPSON, INC PROJECT NO. DNSO,047-120-R1. RECOMMENDATIONS IN THE REPORT SHOULD BE FOLLOWED. MAXIMUM SOIL BEARING PRESSURE = 3,010 PSF (DL+LL) MINIMUM DEAD LOAD PRESSURE = 1,000 PSF (WHERE POSSIBLE) 5. VERIFY ALL DIMENSIONS BEFORE STARTING CONSTRUCTION. REINFORCING TO BE ASTM A615 GRADE 60 UNLESS NOTED. 8' BEAR ON UNDIS-S\ TURNED SOIL. SEE `{ PLAN SECTI❑N 'D' MASUB ONITE OR 30 . FELT SONO BREAKER, CONT 4' CONC. SLAB WHERE REOD.\ BEAR ON UNDIS- TURBED SOIL. 411 TOP 6 CONT. IGHEN VOID MAT'L, BTWN. IS. 3EE SECT. 'A' FOR DETAILS. lOV1DE #5 x V-6' DWLS. Y-0 MAX (MIN. 2 DWLS. R PAD) 1/2'=1'-0 TOP 6 BOT. (2 EA. FACE) VOID MAT L BTVN 'ADS. JSEE SECT. 'A' 1 FOR DETAILS PROVIDE f5 x 2'-6" OWLS. O Y-0 MAX (MIN. 2 DWLS, PER PAD) SECTI❑N 'D SIM,' 1/2'=1'-O LEGEND - F❑UNDATI❑N NOTES O PROVIDE BEAM POCKET AND GROUT O7 FIELD LOCATE PAD OR CAISSON UNDER SOLID AFTER BEAM IS SET. (TYPICAL ROOF OR DECK SUPPORT POST. PROVIDE EXCEPT WHERE NOTED). AT BASEMENT 12 GA. POST BASE WITH 1/2' DIA. ANCHOR LEVEL BEAMS PROVIDE 8' WIDE x 12' BOLT FOR POST. PLACE POST BASE HIGH x 5' DEEP BEAM POCKETS. DIRECTLY ONTO PAD OR CAISSON 6 OPROVIDE 1/2' DIA. x 12' LONG WRAP WITH 2 LAYERS OF 30 LB. FELT A307 ANCHOR BOLTS 2 MAX. 24' WHERE THEY PASS THRU SLAB. (TYP.) O.C. WITH MIN. 2 BOLTS PER PIECE. O PROVIDE A VOID SPACE BELOW PARTITIONS LOCATE ONE BOLT WITHIN 12' OF EA. OVER SLAB ON GROUND. DRYWALL OR END OF EA. PIECE. (TYPICAL) PANELING TO BE APPLIED TO ALLOW VERT. O3 PROVIDE ADEQUATE WALL BRACING FOR MOVEMENT AT BOTTOM) COVER W/ MOULDING. ALL BASEMENT WALLS OVER 16-0 LONG SEE DETAIL '3'. PRIOR TO PLACING BACKFILL AGAINST WALLS. DO REMOVE 9 WRAP PIPE COLUMNS AND UTILITY LINES O NOT BRACING UNTIL BASEMENT AND 1st FLOOR FRAMING W/ 3 LAYERS OF 30 LB. FELT WHERE THEY PASS THRU SLAB. (TYPICAL) ARE IN PLACE. ®SLAB TO HAVE POSITIVE SLOPE AWAY 10 PROVIDE 12' SQUARE DIAMOND SHAPED FROM BUILDING. CONTROL JOINT AT ALL COLUMNS THAT OS REFER TO DETAIL '1' FOR DEEP PENETRATE SLAB. BASEMENT WINDOW REINFORCING. (TYPJ O ABOVE NOTES CB1L REFERENCED © TURN DOWN SLAB EDGE 12' BELOW ON FOUNDATION PLAN DO NOT FINISHED GRADE BY 8' VIDE. REINFORCE OF 4" VPD MA TL UNDER GRADE BEAM. APPLY TO THIS PLAN, WITH 1-#4 CONT. TOP AND BOTTOM. I OMIT FTG. PAD & SEAL VOID W/ POLY. I 1 SUPPORT EDGE ON 8' OR 10'0 PIERS DRILLED TO SOLID BEARING AND MINIMUM I (TYPICAL) 1' WALL I REINFORCING TD BE I 3 FEET DEEP (WHERE SHOWN). I. ASTM A615 GRADE 60 I I ` UNLESS NOTED, I IX(T:PT WHERE NOTED NOTE: SEE FRAMING PLANS NOTE: VERIFY ALL DIMENSIONS AND fOR STRAPS TO BE EMBEDDED CONFIGURATION PRIOR TO IN FOUNDATION WALLS. STARTING CONSTRUCTION. GARAGE F❑UNDATI❑N PLAN 1/4'=I' -O L REFER TO HOUSE PLANS FOR DETAILS. 2. REFER TO SHEET S-2 FOR SECTIONS, DETAILS AND GENERAL NOTES. 3. REFER TO SITE SPECIFIC FOUNDATION FOR CONSTRUCTION. (3000/1000) c^7 of Wheat Ridge NOTCH PON. 12' MAX. FOR NOTCH FDN. 12' YAX FOR DOOR & MAINTAIN 16' YIN. DOOR & MAINTAIN 16' MIN. D BTWN. ROWS OF RENF. STWN. ROWS OF RENF. RAGE 4 -GA LAS ON GARAGE - ® 4 CON ° O CROSSHATCHING INDICATES PLACEMENT OF 4" VPD MA TL UNDER GRADE BEAM. I OMIT FTG. PAD & SEAL VOID W/ POLY. I 1 I�' I I (TYPICAL) 1' WALL I I Z. I I •o I. I I I 16' FTG. PAD TYP. I I I ` I - I IX(T:PT WHERE NOTED I I 8'WALL TYPICAL I EXCEPT WHERE NOTED S1 b, NOTCN FON. 8- MAX FOR NOTf71 EDN. !r MAX FOR SM, DOOR & YNNTAN 24' MIN. BOOR & YAINTAN 24' ION. BTWN. ROWS OF RDNF. . 51 BTVN. ROWS OF RENF. St S GARAGE F❑UNDATI❑N PLAN 1/4'=I' -O L REFER TO HOUSE PLANS FOR DETAILS. 2. REFER TO SHEET S-2 FOR SECTIONS, DETAILS AND GENERAL NOTES. 3. REFER TO SITE SPECIFIC FOUNDATION FOR CONSTRUCTION. (3000/1000) c^7 of Wheat Ridge C7 v, P 1 (� H v FLAG NOTES 0 (ALL NOl!! HAT NbT ATLY i0 iNIG lIQTJ L 2 HOUR RATED DUELLW. WIT SEPARATION 2. CONTMUE 2 HOUR RATED DUELLING WIT SEPARATION 3. LINE OF FLOOR/ROOF ABOVE 4. LINE OF FLOOR / ROOF BELOW 5. MAINTAIN ACCESSIBLE ROUTE RE CIVIL b. AIR CONDITIONER PAD FOR WIT VERIFY WITH CIVIL 1. BANGED ELECTRIC METERS AND PANELS FOR WI78 VERIFY LOCATION WITH CIVIL S. BANGED GAS METERS FOR WITS VERIFY LOCATION WITH CIVIL 9. CRALLL SPACE ACCESS 19. DECK RAILING CRAWL SPACE COMPOSITE FLOOR PLAN VV -P. & 7 U,-4 � I I P,.I-t k hitsd Pm*t De.gnw Dob Job N—b. D— By Ch.cbd By —-----------------------------]Z Q _ --------------- A A I ---- I --o-- --- I --------------------------------------- --------------------------------------- v, P 1 (� H v FLAG NOTES 0 (ALL NOl!! HAT NbT ATLY i0 iNIG lIQTJ L 2 HOUR RATED DUELLW. WIT SEPARATION 2. CONTMUE 2 HOUR RATED DUELLING WIT SEPARATION 3. LINE OF FLOOR/ROOF ABOVE 4. LINE OF FLOOR / ROOF BELOW 5. MAINTAIN ACCESSIBLE ROUTE RE CIVIL b. AIR CONDITIONER PAD FOR WIT VERIFY WITH CIVIL 1. BANGED ELECTRIC METERS AND PANELS FOR WI78 VERIFY LOCATION WITH CIVIL S. BANGED GAS METERS FOR WITS VERIFY LOCATION WITH CIVIL 9. CRALLL SPACE ACCESS 19. DECK RAILING CRAWL SPACE COMPOSITE FLOOR PLAN VV -P. & (n bi O U,-4 P,.I-t k hitsd Pm*t De.gnw Dob Job N—b. D— By Ch.cbd By (:OMPOSITE BLDG CRAWL SPACE PLAN She.i Numbw COMPOSITE Al -1 MAIN LEVEL COMPOSITE FLOOR PLAN w,.r-v FLAG NOTE -50 rALL N M MAY r APTLY To W* alar) L 2 HOUR RATED DWELLN6 WIT SEPARATION 2. CONTINUE 2 HOUR RATED DWELLING WIT SEPARATION 3. LNE CF R.00R/RDOF ABOVE 4. LINE OF FLOOR / ROOF BELOW B. MAINTAIN ACCESSIBLE ROUTE. RE CIVIL b. AIR CONDITIONER PAD FOR UNIT VERIFY WITH CIVIL T. BANGED ELECTRIC METERS AND PANELSF UNITS VERIFY LOCATION WITH CIVIL S. BANI<ED GAB METERS FOR W ITB VERIFY LOCATION WITH CIVIL % CRAWL SPACE ACCESS 10. DECK RAILNG Cm, O Wheat R'd9e �O In LLJ S RU z x -w n -r PLW ICI PLAN 101 MAIN LEVEL COMPOSITE FLOOR PLAN w,.r-v FLAG NOTE -50 rALL N M MAY r APTLY To W* alar) L 2 HOUR RATED DWELLN6 WIT SEPARATION 2. CONTINUE 2 HOUR RATED DWELLING WIT SEPARATION 3. LNE CF R.00R/RDOF ABOVE 4. LINE OF FLOOR / ROOF BELOW B. MAINTAIN ACCESSIBLE ROUTE. RE CIVIL b. AIR CONDITIONER PAD FOR UNIT VERIFY WITH CIVIL T. BANGED ELECTRIC METERS AND PANELSF UNITS VERIFY LOCATION WITH CIVIL S. BANI<ED GAB METERS FOR W ITB VERIFY LOCATION WITH CIVIL % CRAWL SPACE ACCESS 10. DECK RAILNG Cm, O Wheat R'd9e �O In LLJ S RU z hlt ctpC.OSITE F BLDG IN LEVEL OR PLANb.MPOSITEl-2 HEv v UPPER LEVEL COMPOSITE FLOOR PLAN V4'.P-V FLAG NOTES O (ALL NOflD Mor NOT Al LT TO NOOi@r) 1. 2 HOUR RATED DWELLING UNIT SEPARATION 2. COMIM E 2 HOUR RATED DWELLING WIT SEPARATION 3. LINE OF FLOOR/ROOF ABOVE 4. LINE OF FLOOR / ROOF BELOW 5. MAINTAIN ACCESSIBLE ROUTE. RE CIVIL 6. AIR CONDITIONER PAD FOR WIT VERIFY WITH CIVIL 1. BANKED ELECTRIC METERS AND PANELS FOR WITS VERIFY LOCATION UTH CIVIL S. BANGED GAS METERS FOR WITS VERIFY LOCATION WTH CIVIL 3 CRAWL SPACE ACCESS 10. DECK RAILING ow h1bfit— I M1 O In Ld O S O tn ow��,� V� H Foj O ' - II PLAN 107 II I I PLAN II I I Prejsot Ar hlt-t Pnpet Dedgar Dale Job Number I I 11 II I I s I I I I I I I I I I II p I 1 I I � I I I I I:OMPOSITE BLDG UPPER LEVEL FLOOR PLAN gust Numb. COMPOSITE Al -3 I OI II:II III 10 I I . __Lu'-1 III I uJ__J -- Ir—�I1� m IIT—�I �I I �I I VI o O _J L_ T HEv v UPPER LEVEL COMPOSITE FLOOR PLAN V4'.P-V FLAG NOTES O (ALL NOflD Mor NOT Al LT TO NOOi@r) 1. 2 HOUR RATED DWELLING UNIT SEPARATION 2. COMIM E 2 HOUR RATED DWELLING WIT SEPARATION 3. LINE OF FLOOR/ROOF ABOVE 4. LINE OF FLOOR / ROOF BELOW 5. MAINTAIN ACCESSIBLE ROUTE. RE CIVIL 6. AIR CONDITIONER PAD FOR WIT VERIFY WITH CIVIL 1. BANKED ELECTRIC METERS AND PANELS FOR WITS VERIFY LOCATION UTH CIVIL S. BANGED GAS METERS FOR WITS VERIFY LOCATION WTH CIVIL 3 CRAWL SPACE ACCESS 10. DECK RAILING ow h1bfit— I M1 O In Ld O S O tn ow��,� V� H Prejsot Ar hlt-t Pnpet Dedgar Dale Job Number Dram By Ch.d»d By I:OMPOSITE BLDG UPPER LEVEL FLOOR PLAN gust Numb. COMPOSITE Al -3 PLAN IO1 ROOF PLAN V,ROOF COMPOSITE ROOF PLAN W.P-Or C7yOf . evna,. �'atR'dge a" ROOF PLAN NOTES O�h�� I. FIELD VERIFY ALL GUTTER AND PC'IJJNSF T LOCATIONS OINER PRIOR TO MTALLATION F,00f= PLAN LEGEND Y) DOWNSPOUT LOCATION • FIELD VERIFY LOCATION 5' PREFINISHED 0 GUTTER SYSTEM ROOF VENT MINIMUM ❑ VENTING: 51 SO. IN. NET FREE AREA PLAN SEPARATION, ROOF P -)-q Dwlyn. PENETRATIONS NITHIN IN Job Numbr EACH SIDE `W �o Y) OMN r �I�I W VH1 §1134 z Mei ow��,� �b Pr J.ot Archlbat P -)-q Dwlyn. Ddu Job Numbr Dram 6y Chrdr.d By TOMPOSITE BLDG ROOF PLAN Sh-t Nuftw COMPOSITE Al -4 1 1 -Z.a I �L k- I I GARAGE FLOOR PLAN IN--F-v STANDARD FLAG NOTES: CONCRETE 1 CO CR EM SLAM IW M TAMWW JOIRM SLOPE TOWARD GARAGE DOOR 2 CONCRETE GLAD, 6S 12' TUlDOIN NOW P VE STEPS TO GRADE AS REQUIRED 3 LINE OF PgM2ATICN WALL DELOW 4 PIANTAN AOCEEBIDLE IDVTE AS REQUIRED FRAMING pp S uTNl caM 6LA6'�eEL 9'S` 7J' . 90' ATTIC ADCE65 I LRE OF WALL ABOVNBELOU 6 LRE OF CANTILEVERED BOOR ABODE 9 6Of1T DOM PROM CEILING SEE PLAN FOR W. b DRTIW.LL 6OIIAW ORNNG - S' -B' M n 34 W. NGH WALL W lq 1 COWTERTOP 12 CANTILEVERED uANDOW BDx WTH BIELF AT WINDOW BILL 3 SHOILM SEAT HYA.C. / FIREPLACES H RADON COIIIIDL VENT AID DRASE D DIRECT I -On SEALED CCMZTI0N WATER WATER 16 DIRECT VENT FORZED AIR KNWZE WTH 4'-0' x 4'-O' x 6• CONOEIE PAD IT DIRECT Yaw GAS FIA..` - SISTALL PER KW ACTU EIQ 6PECFICATICNS PROVIDE 6IWOOM ORVAAI.V (TWO' RTI w..- D %Q 4-1". M.E LENGTH - TNRCIYaII W4LL PLUMING/MECHANICAL B FLOOOR DRAN 26 30x60 TlE URTH HIGH CERAMIC TILE eUfaE M 21 SWOUER BASE PER PLAN V TEMPERED GLAB6 ENGLO&SeE, CERWIIC TILE WALLB n FEDIBTAL SW IW MIRROR ADOrE -SEE DETAIL 29 WAVER - WASHER BO% HOOOIP N ANLL PRP/IDE w DRAM PAN 24 DaELE SNC W/ DISPOSAL 18 TIE, SHOUEIR MAW&HO ER C NIATION TO DE EOIR°PFD UTH CONTROL VALVES TO LR'IR WATER TEMPERATIRE TO nA n" OF 126' F INTERIOR TRIM AND CABINETS 26 IDD AND 6LCLF 2l POW" IDD AND SHELF 26 S - SIELVEb - SEE PLAN FOR SIZE 25 (8) PANTRY SHELVES 36 94YnM}36Ynex) HIGH HANDRAIL 91 36YnW GIINDRAIL d LESS THAN 4' DETIEEN BALIIBTERS. 92 WOOD STEPS SEF 6T41R DETAIL 93 RANGE I MICRDVNVE SI D18NLLMFER 3S RERMERATOQ fOPTIOIAL) 36 96- DAM CABINETS UN CCUJTER TOP ABOV£ 31 WALL CJ.BRETS MISCELLANEOUS NOTES 96 PROVIDE nH I aro' THICK 601-0 WOOD 26 ft RATED DOOR WV SELF CLOSING N MOULYE » PROVIDE SM' TYPE -X' G M AT GARFGEAWWDVN BEPARATIGN 40 PROVIDE N• WATERPRB'VOF GYP BID, f11P TO M-) N C IANCE WWETH ASTM C2"....M, OR —6 AT ALPL MMM M T H I BHOUER AARE� . WILL PANELS N 6NOUER RCAS 41 SHELF BELOW 4] OPTIONAL CABRETS 43 OPTIONAL LAUNDRY 6RK I'NOT AVAILABLE IN ALL PLANS) 44 KNEE WALL W) UILVD CAP WALL KEY: AT NTERIOQ �WLE66 NOTm OTVERUISE 2 bT.I 6en0 *' Oa W 2x6 RD • 6 ) N Sro- TYPE '%' GTP BOARD (Wm SIDE) AND BFl/FT LEER BEIIlEEN W IT BEPARATd WALLS 2" STDG • IL- OL W/ Vt- TYPE GTP BOARD AND FIRE TAPE AT GARAGE SIDE O - BIDE - WLEee NOTED R 90oe SOIQ NtABOUQY v4EHl Ln LLJ O O P, })-t ArWt-at Pr )-t D -1p. Dat. Job N—br Dram Ey Cb..ked BY Tm. FLOOR PLANS Sb..t Numbs GARAGE G1-1 -V UPPER LEVEL FLOOR PLAN WOW n-RY 6 I 24w S • 7N0 � T. I v -In 8 a v a v II III, • ••,�•� I r MINN. 5 I � II x� I n W4 T 6! a 9 a I a _�� �11II V I 2r I m �I �I II ��IIIIIIIII�- I I I II / I I I II `�.�. v v ® -V UPPER LEVEL FLOOR PLAN WOW n-RY 6 I 24w S • 7N0 � T. I I � r rte• R-16• 6'a• r b• n -v MAIN LEVEL FLOOR PLAN V4' -?-V f WINWw SCHEDULE I I DOOR SCHEDULE I v -In 8 a a s II III, • ••,�•� I r � 5 I � II x� I n W4 T 6! a 9 a I a _�� �11II V I 2r I m �I �I II I I I II / I I I I � r rte• R-16• 6'a• r b• n -v MAIN LEVEL FLOOR PLAN V4' -?-V f WINWw SCHEDULE I I DOOR SCHEDULE I 5•a• v -In I a s I r � 5 I � x� I W4 T 6! a 9 a I a V I 2r I I I I I 5•a• v -In n• -v v� WATER VA.e {SORE RICi wv FFLIXTETRE SCROULE CRAWL SPACE FLOOR PLAN 1AW-W CAM I.YN V 69413 61Cdi I ^� p'4d� / WASTL STANDARD FLAG NOTES: CONCRETE I CONCRETE SLAM V EXPANSION IONrS SLOPE TOILIARD GARAGE DOOR 1 CONCRETE SLAB. S'x2' TUFVAD EDGE PROVIDE STEPS TO GRADE AS REzWlS 5 LRS OF FONDATICN WALL W4 4 MAINTAIN ACCESSIBLE ROUTE Ab REONIRFD FRAMING Sp gC�Epp 5 W I DDER iO rov.ELOW • 22' x 30• ATTIC ACCESS TLRS a WALL ABO'.T-)BELOIU SLRS AN OF CANTILEVERED FLOOR ABOVE S SOFR DOW PROM CEILM -SEE RAIZ FOR W. 10 ORYYLYL OCL40M O I G - 6'-W AR II S4 U2• NIGH WALL IW FLUSH COWIERTOP Q CANTILEVERED 11*4 d BOx UN SHELF AT NNIDgII SILL S 61401ER SEAT H.VA.C. / FIREPLACES H RADON CONTROL VENT AND CHASE B DIRECT VENT SEALED CCfbUSTICH WATER HEATE, M DIRECT VENT FORCED AIR FAIT MACE W TN 4•-0• x 4'-0• x 6• CONCRETE PAD TM DIRECT VENT GAS FIREPLACE - NSTALL PER YNNFACTUMM 6PECFICATION8 F.RRT0,10E MYyTQpRN•�VTA�LEVEE�EWRT IN W-0• B OR ROLi 4-455'-0• rU1X LENsTN - TNRO N SIALI PLUMBING/MECHANICAL n FLOOR DRAN TO 50x60 NB a,TH HGH CERAMIC TILE SURFCIlID 21 61OLLER BASE PER PLAN Wr TEMPERED fiLASS ENCLOBURE. CERAMIC TILE WALLS 2] PEDISTAL SING W/ MIRROR ABOVE - WE DETAIL 2S WABFER - W44IER BOX NOCKIF IN PROVIDE WN DRAN PAN 24 DOSLE SRK WN DIMY)O.AL 25 TUB• 6140SER TUIVSHOUER CO'pINATION TO BE E(Y)IPPED WRH CONTROL VALVES TO LIMIT WATER TEMPERATURE TO MAXIMUM OF 120' F INTERIOR TRIM AND CABINETS Ib ROD AND S/ELP IT DO W -V ROD AND SHELF 26 5 - SHELVES - SEE PLAN FOR SITE 2S (5) PANTRY SHELVES 50 94YnW-30Ymx) HGH HANDRAIL 31 36Y.W QA RDR4IL d LESS TWIN A - "alum BALUSTERS. 52 WOOD 5TEP6 SEE STAIR DETAL 33 I¢ANGE 4 MICICJI E 34 DISHWASHER 9BFd3Wb5ERATOVt (OPTIONAL) S6 S6• SASE CASKETS WTFI —INTER TOP ABOVE 31 SCALL OAMREI6 MISCELLANEOUS NOTES 3e PRTVIDE nN 1 3I6• THICC SOLID MOOD 20MIN RATED DOOR YW SELF CLOG RG HAW WARE 3S PROVIDE S/S TYPE 'X• "IS, AT GAWKEAWESIDENCE SEPARATION 40 PROVIDE IO' IINTEWPROOP GTP 5R®. (UP TO 12') 41 SHELF BELOW 4] = OPTIONAL CA54ETS 43 ALLANURT "K (NOT AVAILABLE N ALLM HOEE ANLL W) aOOD CAP WALL KEY: BTSTUDS 6 K' OL. RV GTP BO AT AW AT NTEItlgR: - IRS.E6S NOTED m OTEWWIEE 2x STUDS • M' OC. SU 5/6' TYPE O(' GTP BOARD (WR SIDE) AND NNFT LINER SETIVE N 4 STUDS v 16' Ct � 16 ,= I O IW A . Ib' OG. W/ N' TYPE GYP SOAR® AND FIRE TME AT Or4RAlE SIDE 2.4 6TD6 6116606 W NS ' GYP OAW —J EACH SIDE.. U4L/E�BB NOTED ODERIIBE Oa SSTONE011/yMASOPSS/.VE,E.[R O Projod Architect Propet Dedow Date Job N—ber Drava By Clocked By Tile 19116101CMNAM Shoo! NuPLmber AN 107 A2-1 ,� PLAI 10, I PLM! 101 1 FRONT ELEVATION V4••T-O• LEFT ELEVATION FLAG NOTES O L ARCHITECTURAL GRADE ASPHALT 614MLE6. 2. PETAL RCGP WTH WOOD SUPPORT 9RAQKET6 9. bW SNM3LE STRJP OVER b•S SUD-FASCIA 4. PRE-FM18MD CURERS OVER I FASCIA OVER b•S BUB -FASCIA B. HAI®BOAND SORB. RE DROOP PLAN FOR VFNTW. 6. HORIZONTAL LAP SIDNG T. SOLID PANEL 61DMi WRH VERTICAL BATTENS. 6. M TRB9 AROWD ALL DOGES AND WIN L S S N4 CO",lFR TRIM 10. STNTHETIC STONE VENEER IL STONE SILL/STONE CAP D. 1. 12 TRIM B. N' x T' OYERIEAD GARAGE DOOR 14. STONE VENEER OVER FRAMED COLLM S. FETAL PORCH RAILMG b. DECORATIVE GABLE VENT R EXTERIOR LIGHT FIXTURE b. CONCRETE PATIOMO CH M LNIT SEPARATION LINE 20. EXTEND 2 -HR LNIT SEPARATIGN WALL AT ISUILDM4 OFFSET& IL 16• x W FRAF&a P06T6 WITH b6 BRAP TOP AND BOTTOM 22. PROPOSED GRADE 20. FRE -CAST STONE HEADER 24. WMXW TRM AT STOKE VENEER 28. 6X6 WOOD SUPFY)RT BRALI�T City of Wheat Ridge ww �O L,1 kn RU�4cnl 144 9 z OEd U� Project Archkact RoJxt D dg— Dob Jcb Number Dram By Ch.c4W By I:OMPOSITE BLDG ELEVATIONS Shsyt Numbr A3-1 I PLAHIm, FILM 01 1 r REAR ELEVATION 1/4%P -V RIGHT ELEVATION Y*,.r-r FLAG NOTES O L ARCHITECTURAL GRADE ASPHALT 614INUES. 7. METAL ROOF LOTH WOOD 6UPPORT BRACKETS 3. - SHINGLE STRIP OYER bS SIE -FASCIA 4. PRE -FI ISFED CAIRERS OVER bb FASCIA OVER b,8 SIE -FASCIA S. HARDBOARD SOFFIT. RE MOCF PLAN FOR YENTM 6. HORIZONTAL LAP 61DW. 1. SOLID PAWL 61DRIG LOTH VERTICAL BATTENS. S. X TRIM AROUND ALL DOORS AND W14DCUZ S h4 CORNER TR" 10. SYNTHETIC STONE VENEER IL STONE SILL/STOIE CAP 12. 1. 12 TRIM 13. 16' x T OVERHEAD GARAGE DOOR 14. STONE VENEER OVER FRAMED COLLM B. METAL PORCH "LING 16. DECORATIVE 3.4BLE VENT T7. EXTERIOR Lr*n Fb<rLM 16. OGNLRETE PATIO/POIPGH R WIT SEPARATICN LRE 70. EXTEND 2-W WIT SEPARATION WALL AT BUILOM OFFSETS 71. N• x N• FRAMED POSTS WITH bb WRAP TOP AND BOTTOM 22. PROPOSED GRADE 33. PRE -CAST STONE HEADER 24. UNNDOIII TRIM AT STONE VENEER 25. 6X6 WOOD SUPPORT BRACKET c" ��eat Ft�d9� �O w O Ub rn H ProNet kr hlt t Pro}et DINgn. Date Job Numbr Drum By Ch.eFW By (AMPOSITE BLDG ELEVATIONS Sh.e Numb. A3-2 w b: GARAGE SIDE ELEVATION V4..?-& ROOF PLAN NOTES L FIELD VERIFY ALL GUTTER AND DCUNSPW LOCATICFK W 0lWR PRIOR TO INSTALLATION GARAGE FRONT ELEVATION [W-I'O F,)00F PLAN LEGEND U) Ld DOWNSPOUT LOCATION FIELD VERIFY LOCATION 5' FIR FINISHED 0 GUTTER SYSTEM ROOF VENT MINIMUM ❑ VENTING: 51 SO. IN. NET FREE AREA PLAN SEPARATION. ROOF PENETRATIONS WITHIN 4'-0' Job Nvnba EACH SIDE GARAGE REAR ELEVATION V4'.I'-r PLAN 101 ROOF PLAN 101 ROOF ATIC 6PkE •TIM 6a R) K24062 K/980. ATTIC 6P,1OF - fY0 M R) K216 S2 N /900. m 6a N Ria lWWl VIALm 62 N Wa VOMTOTAL -60362 N. W."- T) Te Oa NYWM. 8062 N -ro56a K WA-T)D 6a N VWM. JW6 N -60S M N Sam. O) 210 Sa NY.. m6aN - 11056a N 60HT. T)2606a N YBTI6. ED ba N. FLAG NOTES O L ARCANTTECIURAL GRADE ASPHALT SH6331-" 2. METAL ROOF WITH UIOOD SUFPOWT BRACKETS 3, b SNNCLE STRIP OVER 1.8 BUB -FASCIA 4. PRE-FMI&ffD CURERS OVER hb FASCIA OVER NB am FASCIA S. HARDBOARD SOFFIT. RE .ROOF PLAN FOR VENTNC 6. HORIZONTAL LAP SIDING 1. SOLID PANEL SIDNG WTH VERTICAL BATTENS S TX TRIM AROUND ALL DOORS MID WIND 18 s N4 CORER TRIM 10. SYNTHETIC STONE VENEER IL STONE SILIJBTONE GAP 12. 1a 12 TRIM B. 16' x l' OVERHEAD GARAGE DOOR H. STOW VENEER OVER FRAtIED COLUMN B. METAL PORE 4 RAILNG W. DECORATIVE GABLE VENT T7. EXTERIOR LYW FIXTURE b. CONCRETE PATIO/PgFGN I& UNIT SEPARATION LINE 20. EXTEND 2 -HR WIT SEPARATION WALL AT 19UIL-OM OFFSET& 2L 16- x W' FRAMED POSTS WTH b� UIRAP TOP MD BOTTOM 22. PROPOSED CaRA.DE 23. PRE -CAST STONE HEADER 24. WNDOU TRIM AT STOW VENEER 25. &X6 WOOD SUPPORT BRACKET heat Ft�d9e �O U) Ld z Qw�HW ub NJ 0 PmJ.d ArchReat Data Job Nvnba Oram By Ch -kW By Tme ROOF PLAN/ ELEVATIONS Sheet Nvnber GARAGE G1-2 A i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: Permit Number: 5 r cor ;.V v �Kt 0"') K"j bb I.J No one available for inspection: Time AM/PM Re -Inspection required: Yes No When corrections have cle, schedule for re -inspection online at: hUp✓/www. ci. whea tridge. co. uslinspection Date:_� 01 Inspector: DO NOT REMOVE THIS NOTICE A i CITY OF WHEAT RIDGE 91 Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Qfa ml' 19s v:- ,� 6; ,,n �' ems. 3r P2 A Job Address:i-- Permit Number: C p �11 1�t-I-4 4 ��- ❑ No one available for inspection: Time ;' ° AM/PM Re -Inspection required: Yes iNo When corrections have been made, schedule for re -inspection online at: http✓/www. ci, wheatridge, co, uslinspection l ' , v t Inspector: Date:- � � 1i DO NOT REMOVE THIS NOTICE N (n C7A AS r t— -�o-mnom � 0 (*p7�ON>£ SAZC-A 5m 0 A A m gZ I dam{� n c)nAZA0 rm> 0a)U) A O �- O m r Ci Spm vol \\ J ���::✓JJ om UTz,o 7m DA A WAmm A C M. DOAO N n— O z N o> N tn oA'�zAA{ �zrn z� �1 Z Tzmm14 C J � 3'VD o N 1 Q a mZz>�c% o S89 43'26"W 88.00 s< Ztnm m��m� A r{i o m A z -4 „ Z p Z O N Z CA 0 I� m�mr`�� ril� NMmm.�m Z N V n- 7C- V ozmZ O O cn- O O _ Z. o r- zozo 0 z 0 z AnD+ O W �mZ D T CD -< c a o D a> m m N89 43 26' E 88.00' C7 ��+ M_� o m -1;01 —{ O � �A � z2cno <a'> Opvcmn rzr�* f Co p0 N rnm z-°A� oo -<mmm -n�> N V �� �� V N � I g N r o Aon Ul cn rn i co 5' to UE c n Ammv mT -+N><a m mm O O 1 M o ,< n , ;a m � z m m N89 43 26'E 88.00' 5.0' C7 0 42.0 21.0'Q C z N p-I(AZ W c0 - �� C N N :10 "a M N 7 0N2= -� pA n Z 5 -� N N 11 ` nZ�� m zm D .0' �C D j p O coDD O I �— �v?q Zo2 r� A a 0 I v� Wm� 5.0 --{ D 0 o n -n z m z �7 ? 41.0' 1 15.0' j 3 -� D x m x 11 nl -qD A O fn O nv�D rn>m C7 O O 21.0' O 3 O zea < WM-$n Z7 m Ln I Z N C o N O 5.0 �ON X D —1 Rl W O DD fTl p=zN am Q mz 0Dom 4= 1;o O (nmA moo So m ul moo N O Z z omU) EnoX m,,z 5.0' - Z v 42.0' cn O 21.0' c D m O Z (� (n Z 1 m> W 5' UE Z fTl � mcu rnn 1 >Z� > o m 1 Av I Z C -< 0 2 •o z cn C7 O Dzroo (n O O m z In r z (7 om za > W C ui x a m �r-,0OZ 1'!1 00 % 7 D r�<pmmm O -q �� N 47r rDOAz N I O I crizAA0 1 (Dm z my N N O O V D D D ,tpt..rvrrrrnr�r�I �..• z GI,I��. ®Icn �� • o m oco ,oxx;-�� (D co j ,,Oi••••�•,AZ DLn roz c mmDD���ooo0 m� *mZo=p�rD��Zmz� • • ��Ln m wvaiL KAmZmmmm app mC Z'�r NdA �Dr) D D D j�+� Ri� ��t%I: /yam m S mo A -<m mz m ND� �Z m m -1 m �4 :• m m W : , �Z n •, ••0•�i��, v -{ cz z co R N O FOR OFFICE USE ONLY Approved by: City of' �Wheat j- dgc cnMUNiTy Dr.VELOPMt:NT Inspector Date City of Wheat Ridge Municipal Building 7500 W. 29'h Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2846 F: 303.235.2857 FOUNDATION SETBACK AND ELEVATION CERTIFICATION For Commercial and Multi -Family Developments This form must be fully completed by a Professional Land Surveyor licensed in the State of Colorado. This form must be accompanied by a Construction Control Plan following the procedure found on the reverse side of this form. DATE: PERMIT# ADDRESS: 5 13, a� STcet- LOT I � _, BLOCK 5 nNNU/s ��Lp�a� I 0. -t, SUBDIVISION SURVEYOR: I hereby certify that the elevations and distances shown on the attached sheets and as stated below for the recently formed or constructed structural foundation for the above property have been measured by me or directly under my supervision, The MINIMUM SETBACK DISTANCES from the property lines have been determined to be: FRONT: a REAR: 0 SIDE: _0 SIDE: O The foundation corner ELEVATIONS (NAVD88) have been determined to be: FRONT: b9 • � REAR: b SIDE: Z7 SIDE: 6f • I All measurements have been determined on the following location: (Check only one): J Top of proposed foundation wall prior to placement of concrete The Signed Top of foundation wall subsequent to placement of concrete measurements are included on the attached Construction Control Plan. Profess opanurveyor Print IL, C;4�-Wcc- Date -L64- -1_1�h www. ci.wh ea trid ge.co.us Rev 1 MO18 i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: t ' � �k s ° �- vUny Job Address: �� ` - ✓�/ S v" Permit Number: C76 C, U Loi Li rd k ❑ No one available for inspection: Time ` - AM/PM `L9 Re -Inspection required: lies No When corrections have been made, schedule for re -inspection online at: http://www. ci. wheatridge. co. uslinspection Date: c) • ' / L� Inspector: DO NOT REMOVE THIS NOTICE Gerard Enterprises, Inc. 6355 Ward Road, Suite 308 Remington Homes, Inc. 9468 West 58th Avenue Arvada, Colorado 80002 Attention: Subject: Address: Date of Observation: Mr. Horn: Structural Engineers Arvada, CO 80004 Job No.: 200033A Date: 2/26/20 Mr. Jim Horn Garage Foundation Footing Observation 5131 Tabor Street, Lot 11, Block 5 Hance Ranch Subdivision, Wheat Ridge, Colorado February 14, 2020 (303) 940-0996 Fax (303) 940-1718 An observation of the foundation footing was conducted at the subject location on the date indicated. This observation is limited to the visible void condition. The visible void conditions were in general compliance to the foundation plan prepared by Gerard Enterprises, Inc., for the subject site. The suitability of the soil within the footing forms must be observed and approved by the geotechnical engineer of record. Please contact us if you have any questions concerning this observation or when we can be of further assistance. Gerard Enterprises, Inc. eitzel aff Inspector Project Engineer Gerard Enterprises, Inc. 6355 Ward Road, Suite 308 Remington Homes, Inc. 9468 West 58th Avenue Arvada, Colorado 80002 Attention: Subject: Address: Date of Observation: Mr. Horn: Structural Engineers Arvada, CO 80004 Job No.: 200033A Date: 2/26/20 Mr. Jim Horn Foundation Reinforcing Observation 5131 Tabor Street, Lot 11, Block 5 Hance Ranch Subdivision, Wheat Ridge, Colorado February 14, 2020 (303) 940-0996 Fax (303) 940-1718 An observation of the foundation wall reinforcing bars was conducted at the subject location on the date indicated. The foundation wall reinforcing bars were placed in general compliance to the foundation plan prepared by Gerard Enterprises, Inc., for the subject site. Please contact us if you have any questions concerning this observation or when we can be of further assistance. Gerard Enterprises, Inc. e eitzel aff Inspector Gerard Enterprises, Inc. 6355 Ward Road, Suite 308 Remington Homes, Inc. 9468 West 58th Avenue Arvada, Colorado 80002 Attention: Subject: Address: Date of Observation: Mr. Horn: Structural Engineers Arvada, CO 80004 Job No.: 200033A Date: 2/26/20 Mr. Jim Horn Garage Foundation Reinforcing Observation 5131 Tabor Street, Lot 11, Block 5 Hance Ranch Subdivision, Wheat Ridge, Colorado February 14, 2020 (303) 940-0996 Fax (303) 940-1718 An observation of the foundation wall reinforcing bars was conducted at the subject location on the date indicated. The foundation wall reinforcing bars were placed in general compliance to the foundation plan prepared by Gerard Enterprises, Inc., for the subject site. Please contact us if you have any questions concerning this observation or when we can be of further assistance. Gerard Enterprises, Inc. �Co"I - l 7tt pp 1_26108 Project "P.E. Gerard Enterprises, Inc. 6355 Ward Road, Suite 308 Remington Homes, Inc. 9468 West 58th Avenue Arvada, Colorado 80002 Structural Engineers Arvada, CO 80004 Attention: Mr. Jim Horn Job No.: 200033A Date: 2/26/20 Subject: Foundation Footing Observation Address: 5131 Tabor Street, Lot 11, Block 5 Hance Ranch Subdivision, Wheat Ridge, Colorado Date of Observation: February 14, 2020 Mr. Horn: (303) 940-0996 Fax (303) 940-1718 An observation of the foundation footing was conducted at the subject location on the date indicated. This observation is limited to the visible void condition. The visible void conditions were in general compliance to the foundation plan prepared by Gerard Enterprises, Inc., for the subject site. The suitability of the soil within the footing forms must be observed and approved by the geotechnical engineer of record. Please contact us if you have any questions concerning this observation or when we can be of further assistance. Gerard Enterprises, Inc. L eitzel aff Inspector Project Engineer Gerard Enterprises, Inc. 6355 Ward Road, Suite 308 Remington Homes, Inc. 9468 West 58th Avenue Arvada, Colorado 80002 Attention: Subject: Address: Date of Observation: Mr. Horn: Structural Engineers Arvada, CO 80004 Job No.: 200020 Date: 1/31/20 Mr. Bill Angelovic Foundation Footing Observation 5131 Tabor Street, Lot 11, Block 5 Hance Ranch, Wheat Ridge, Colorado January 31, 2020 (303) 940-0996 Fax (303) 940-1718 An observation of the foundation footing was conducted at the subject location on the date indicated. This observation is limited to the size of the footings. The foundation footings were sized in general compliance to the foundation plan prepared by Gerard Enterprises, Inc., for the subject site. The suitability of the soil within the footing forms must be observed and approved by the geotechnical engineer of record. Please contact us if you have any questions concerning this observation or when we can be of further assistance. Gerard Enterprises, Inc. eitzel S,taff Inspector Project Engineer 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:` - Job Address: Permit Number: — ' v \ ,C ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes N When corrections have been made, call for re -inspection at 303 -234 - Date: L 03 -234 -Date: - Inspector: DO NOT REMOVE THIS NOTICE City of �'Wh6atf ridge COMMUNITY DEVELOPMENT Building & Inspection Services Division 7500 W. 291h Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: perm its(a)ci.wheatridge.co.us FOR OFFICE USE ONLY Date: C')i/3-//2-0 Add to Permit # 0741 9,nA Building Permit Revision/Amendment Application *** Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: 115\ �15'1 I a)r,t Property Owner Mailing Address: (if different than property address) Address: • \ ' \ r�lV Contact Person: 0 cr '�)��GCVPhone: Contractor: Contractors City License #: taw -7 Phone: �r KIP Contractor E-mail Address: Please Note: Additional valuation must include all general and subcontracted work to be performed related to the revisions and/or amendments declared in the description of work and which were not included in the original permit valuation. If revisions or amendments increase the original valuation, additional fees will be due at the time of approval. Depending on the scope of work, additional plan review fees may be due upon approval ($60.00 an hour— 2 hour minimum). Description of revised/amended work: Sq. Ft./LF Amps Btu's Squares Gallons Other Additional Project Value: (Must include all general and subcontracted work to be performed related to revisions/amendments described above) 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. CIRCLE ONE: (OWNER) (CONTRACTOR) or (4UTHORIZED REPRESENTA PRINT NAME: ZONING COMMMENTS: Reviewer. BUILDING DEPARTMENT COMMENTS: Revi r. 2f3I7.a2� PUBLIC WORKS COMMENTS: Reviewer: PROOF OF SUBMISSION FORMS Fire Department ❑ Received ❑ Not Required Water District ❑ Received ❑ Not Required Sanitation District ❑ Received ❑ Not Required DEPARTMENT USE ONLY of (OWNER) ONTRACTOR) DATE: OCCUPANCY CLASSIFICATION Building Division Valuation: 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: Job Address: Permit Number: C -)C)\ C i c) S ! � - r1' C r ` :%inn r`t✓ �,/ ` (: - � 9 ❑ No one available for inspection: Time 1 u AM/PM Re -Inspection required: *q) No When corrections have been made, call for re -inspection at 303-234- Dated, 03-234-Dated, T "l)k-L" 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: c Job Address: Permit Number: ❑ No one available for inspection: Time 4 .. AM/PM Re -Inspection required: Yes (Nod When corrections have been made, call for re -inspection at 303-234-5933 Date: 1 ' �Z `' Inspector: DO NOT REMOVE THIS NOTICE City of Wheat Ridge Single Family - New PERMIT - 201902645 PERMIT NO: 201902645 ISSUED: 01/15/2020 JOB ADDRESS: 5131 Tabor St EXPIRES: 01/14/2021 JOB DESCRIPTION: Hance Ranch - 2 story townhome, 3 bedroom, 2.5 bath - 1,818 sq ft (Plan 107, Lot 11 Block 5) *** CONTACTS *** OWNER (303)420-2899 HANCE RANCH STATION LLC GC (303)420-2899 MEGAN SPARKS 160075 REMINGTON HOMES OF COLORADO SUB (303)421-4506 BEN MILLWOOD 019354 MILLWOOD PLUMBING & HEATING SUB (303)668-4487 EUGENE WILLIS 170665 SMITH AND WILLIS HVAC LLC SUB (303)598-8617 MICHAEL J LIND 170368 RED ROCK ELECTRIC *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2320 / APPLERIDGE ESTATES, STANDLEY H BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 210,742.36 FEES Total Valuation 0.00 Plan Review Fee 120.00 Use Tax 4,425.59 Permit Fee 1,848.00 Engin. Review Fee 100.00 ** TOTAL ** 6,493.59 *** 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. No C.O. may be issued until public improvements are complete as identified in the Subdivision Improvement Agreement. All landscaping shall be installed in accordance with the approved landscape plan (Case No. WSP-17-04) prior to C.O. and pursuant to the phasing identified in the Subdivision Improvement Agreement. Per the SIA, installation of landscaping, street trees, and irrigation is not required prior to Certificate of Occupancy if issuance of the C.O. occurs outside of the planting season, generally October to June. City of Wheat Ridge Ar Aw Single Family - New PERMIT - 201902645 PERMIT NO: 201902645 ISSUED: 01/15/2020 JOB ADDRESS: 5131 Tabor St EXPIRES: 01/14/2021 JOB DESCRIPTION: Hance Ranch - 2 story townhome, 3 bedroom, 2.5 bath - 1,818 sq ft (Plan 107, Lot 11 Block 5) d, 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 thisppe it. I further attest that I am le ally authorized to include all entities named within this document as parties to the work to be pert�o�r ed and that all work to be perprmed is disclosed in this document ancUor its' accompanying approved plans and specifications. 0 Signature JfJ OWNER or I 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, regula ions, 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 androcedures 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 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 4 permit shall not be construed to be a permit for, or an approval of, an violation of any provision of any applicable or any ordir#Lrpce or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. I FOR OFFICE USE ONLY Cit,, ®f ®ate: heat ° COMMUNITY DEVELOPMENT Plan/Permit## Building & Inspection Services Division 7500 W. 29" Ave., Wheat Ridge, CO 80033 Plan Review Fee: Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Building Permit Application *** Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed.' Property Address: Property Owner Email; Mailing Address: (if different than property address) Address:�C City, State, Zip:NC��q Architect/Engineer: C� cc GFc� -F-,n+ Architect/Engineer E-mail: i @ `t2�S��L)C�)('Ci1�t�;Phone: Contractor: !.J Contractors City License #: ��(��,� Phone:}-� Contractor E-mail Address: Sub Contractors: ubn C_ Electrical: Plumbing: (' )� r caA i;(Y}bj �G� Mechanical: W.R. City License # W.R. City License # 01 1 �!5 - J W.R. City License # Other City Licensed Sub: Other City Licensed Sub: City License # City License # Complete all information on BOTH sides of this form Description of work: (Check all that apply) ❑ NEW COMMERCIAL STRUCTURE ❑ ELECTRICAL SERVICE UPGRADE ® NEW RESIDENTIAL STRUCTURE ❑ COMMERCIAL ROOFING ❑ COMMERCIAL ADDITION ❑ RESIDENTIAL ROOFING ❑ RESDENTIAL ADDITION ❑ WINDOW REPLACEMENT ❑ COMMERCIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) ❑ RESIDENTIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) ❑ MECHANICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT ❑ PLUMBING SYSTEM/APPLIANCE REPAIR or REPLACMENT ❑ ELECTRICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT ❑ OTHER (Describe) (For ALL projects, please 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.) Sq. Ft./LF Amps Btu's Squares Gallons Other 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. CIRCLE ONE: (OWNER) (CONTRACTOR) or PRINT NAME: 1 1 C 1 ) )( it') SIGNATURE: DEPARTMENT ZONING COMMMENTS: 7r&Vµ JA U—N - Reviewer com? lQS w� Mach 46--s BUILDING DEPARTMENT COMMENTS: Revie `�0) /vf41 "I Permit may be ISSUED. Public WorKs taxes no exception with the Building Permit PUBLIC WORKS COMMENTS: Application for the above address and hereby approves the application. Prior to Reviewer. U tissuance of the last C.O. for the budding, a Grading Certification Letter shall be !//¢J2v r required from the Engineer of Record certifying that the final grading has been l I� ;f -P- completed and is in general conformance with the approved Grading Plan, and that PROOF OF SUBMISSION FORMS the drainage shall function per the approved Final Drainage Report/Plan Fire Department ❑ Received ❑ Not Required 6iD Water District ❑ Received ❑ Not Required 2l 0 Sanitation District ❑ Received ❑ Not Required Building Division Valuation: $ C/(� iENTATIV of (OWNER) CONTRACTOR DATE: ONLY OCCUPANCY CLASSIFICATION: `�, City of COMMER CIALIMUL TI-FAMIL Y %Co tinW D n 1 jdgc BUILDING PERMIT APPLICATION RE VIEW Location:/ % tl�—cz7Z ATTENTION: BUILDING DEPARTMENT I have reviewed the submitted application documents to construct a himai 7-OVI A' I located at the above referenced address. Please note the comments checked below. 1. ✓ Site Survey: ✓ OK _ Not OK; refer to stipulations. 2. ✓ Drainage: a. Final Drainage Report and Plan required ✓ Yes _ No b. Drainage Letter and Plan required ✓ Yes _ No C. Site drainage/grading have been reviewed and are: ✓ OK _ Not OK; see stipulations 3. ✓ CDPS Permit & SWMP Approved: ✓ Yes _ No _ N/A 4. ✓ Public Improvements to be completed: a. street paving/patching: ✓ Yes _ No b. curb & gutter/drivecut: ✓ Yes _ No C. sidewalk: ✓ Yes _ No d. standard street lights: ✓ Yes _ No e. pedestrian lights: ✓ Yes _ No f. storm sewer: ✓ Yes _ No g. Letter of Credit (LOC) required: ✓ Yes _ No h. Funds in lieu of construction: Yes ✓ No If an LOC or funds in lieu of are required, for what improvements? SEE ABOVE Amount of the LOC or funds: $ 379. 5. ✓ SIA/PIA required: ✓ Yes No 6. ✓ Traffic impact analysis required & approved: ✓ Yes No 7. ✓ If yes, was it approved by the Director of Public Works? ✓ Yes _ No 8. ✓ Does all existing roadway/alley R.O.W. meet the standards of the City: ✓ Yes _ No If not, what is required: N/A If R.O.W. is required, has the deed been received? ✓ Yes _ No (See Note below) NOTE: All deeds must be reviewed and approved prior to issuance of the Certificate of Occupancy. 9. ✓ APPROVED: The Public Works Department has reviewed the submitted material and hereby approves this Permit Application. subject to the stated or attached stipulations. f , .1 G� l�—�/ .n �'J , .brit 1. Signature Mark Van Nattan Date 10. tq Stipulations: 11. ✓ NOTE: Any damage to the existing Public Improvements resulting from this construction shall be repaired to City standards prior to the issuance of the Certificate of Occupancy (C.O.). A Drainage/Grading Certification Letter with by As -Built plans or updated CCP shall be required prior to the issuance of the Certificate of Occupancy. Rev 06/2013 b 3 he°f X13( �aLo(_�� Wat tri�-eCOMMUNITY DEVELOPMNT SUBCONTRACTOR AUTHORIZATION FORM Electrical Subcontractor This form must be completed & signed by the ELECTRICAL SUBCONTRACTOR performing electrical work on site. Subcontractor's insurance and license must be up to date prior to permit issuance. Project Address: General Contractor: Company Name Contact Phone #• .��---J f b�" 7 Wheat Ridge Contractor License (required field) State License #• �'10 0 Master License #: lliio�t4,e 469 ted Name of Authorized Agent Agent 1--/5,- ,zv Date City of Wh6atRj,,d�e COMMUNITY DEVELOPMENT SUBCONTRACTOR AUTHORIZATION FORM Plumbing Subcontractor This form must be completed & signed by the PLUMBING SUBCONTRACTOR performing plumbing work on site. Subcontractor's insurance and license must be up to date prior to permit issuance. Project Address: VAAVUCP. C Q uol General Contractor: 11 FORM WILL NOT BE ACCEPTED WITH MISSING INFORMATION Company -W fiy bi%% Contact Phone#:303 4al W506 Wheat Ridge Contractor License #: Q 1935+(required field) State Ligense #: 1 1 AQ Master License #: 1'"16a M Printed Name of Authorized Agent . gm l /t Vao Signature of Authorized Agent Date r. City of Wh6atl -I'd ..�Ie COMMUNITY D EVE LOPMENT 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: General Contractor: FORM WILL NOT BE ACCEPTED WITH MISSING INFORMATION Company Name: Smith & Willis HVAC LLC Contact Phone #:303.688.4487 Wheat Ridge Contractor License #: 170565 (required field) Eugene Willis Printed N me of Authorized Agent of Authorized Agent 1/14/2020 Date ! E � <` r City of ]rWh6atP,Jds-ye� PUBLIC WORKS City of Wheat Ridge Municipal Building 7500 W. 29`h Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2861 F: 303.235.2857 NOTIFICATION FOR PUBLIC IMPROVEMENTS RESTORATION Dear Contractor: In conjunction with the approval of the building permit application for the above referenced address, this letter is to inform you that all existing public improvements located along the frontage of said address shall be restored, (if damaged from related construction) to an acceptable condition, as determined by City of Wheat Ridge Public Works Department, and prior to the issuance of a Certificate of Occupancy. Prior to any construction commencing, the City's representative will conduct an onsite inspection to determine the existing condition(s) of the public improvements at this address. If you have any questions, please contact me at 303.235.2864. Sincerely, David F. Brossman, P.L.S. Development Review Engineer CC: File www.ei.wheatridge.co.us Rev 2/08 l�City of � 1eat RJc�. c BLIC WORKS City of Wheat Ridge Municipal Building 7500 W. 29`h Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2861 F: 303.235.2857 PUBLIC WORKS DEVELOPMENT REVIEW FEES Date: 14 :::J Location of Construction: S! / 7-A&3o,¢ �7- Purpose of Construction: Ni✓ tw `Toyliitd�-J�,ir1G Single Family _� Commercial Multi -Family Development Review Processing Fee: ................................................ $100.00 $t O� Ofd (Required of all projects for document processing) Single Family Residence/Duplex Review Fee: ..................................... $50.00 $ Commercial/Multi-Family Review Fees: • Review of existing or minimal technical documents: ............ I ........... $200.00 $ ® Initial review' of technical civil engineering documents (Fee includes reviews of the I" and 2nd submittals): .......................... $600.00 $ ® Traffic Impact Study Review Fee: (Fee includes reviews of the I' and 2nd submittals): .......................... $500.00 $ • Trip Generation Study Review Fee: .................................................. $200.00 $ ® O & M Manual Review & SMA Recording Fee ................................ $100.00 $ ' Each Application will be reviewed by staff once and returned for changes. If after review of the second submittal changes have not been made to the civil documents or the Traffic Study as requested by staff, further reviews of the Application Aril] be subject to the following Resubmittal Fees: e Resubmittal Fees: 3rd submittal (% initial review fee): .................................................... $300.00 $ 4rh submittal (full initial review fee): ................................................. $600.00 $ All subsequent submittals: ........................ ................................ ....... $600.00 (Full initial review fee) $ T'OT'AL REVIEW FEES (due at time of Building Permit issuance): PLEASE NOTE THAT IN ADDITION TO THE ABOVE FEES, THERE WILL BE ADDITIONAL LICENSING AND PERMITTING FEES REQUIRED FOR CONSTRUCTION OF IMPROVEMENTS WITHIN PUBLIC RIGHT-OF-WAY. www.cL. Nhealridge..co.us Rev 12/12 Il 1 I 1 1 IN 4 8' J2-#4 TOP & /IBDT. CONT. z z 4' VOID MAT'L. BTWN. = C PADS. T 3 POLY. � o GRADE AT e --- CRAWL SPACE SEE SECT. 'A' } I I FOR DETAILS. BEAR ON UNDIS-PROVIDE t!5 x 2'-6' TURBED SOIL. SEE DWLS. 0 2'-0 MAX. (MIN. PLAN 2 DOWELS PER PAD) SECTION 'E' CRAWL SPACE MASONITE OR 30 LB. FELT �-{ ° -7' BOND BREAKER, CONT. 11' GENERAL NOTES 4' GONG. SLAB NC. SLAB BOLT FOR POST. PLACE POST BASE WHERE REED.E READ. 1. LIVE LOADS USED IN DESIGN. WRAP WITH 2 LAYERS OF 30 LB. FELT I A. ROOF (SNOW)____________________________________30 PSF -------- f � B. FLOORS________________________________________ 40 PSF __ _____ ______7 I SSI C. LATERAL EARTH PRESSURE -------------------------75 PCF z z f� SSt 2. CONCRETE, REFER TO SOIL REPORT FOR CEMENT TYPE. STRAPS I CROSSHATCHING IN ATES PLACEMENT A. ALL CONCRETE SHALL DEVELOP 4,000 PSI MINIMUM COMPRESSIVE I O TOP 8 BOT. STRENGTH @ 28 DAYS (4,500 PSI WHERE READ, SEE SOIL REPORT). ' EA. FACE) B. REINFORCING SHALL CONFORM TO ASTM A615 GRADE 60. LAP BARS O4 SLAB TO HAVE POSITIVE SLOPE AWAY 10 VOID MAT'L. BTWN. 24' MINIMUM AT SPLICES. MAKE ALL BARS CONTINUOUS AROUND a OMIT FTG. PAD & VOID W/ POLY. - CORNERS AND ACROSS STEPDOWNS. STAGGER SPLICES. BASEMENT WINDOW REINFORCING. (TYP.) HEN 7PLANPER C. REINFORCING ALTERNATE. 1-#4 GRADE 60 MAY BE REPLACED WITH m (TYPICAL) ^ 1-#5 GRADE 40. H=> 'A' OID MAT'L, BTWN, 3. STEEL.. A. ALL STRUCTURAL STEEL SHALL CONFORM TO ASTM A36 EXCEPT } EE SECT.'A' PIPE COLUMNS SHALL CONFORM TO ASTM A53 CGRADE B) OR A501. BEAR O7UNDIS- OR DETAILS. B. ADJUSTABLE PIPE COLUMNS TO BE 11 GA. MINIMUM AND BE LOAD B' lo' e' -10•o TURBED, RATED FOR 14,600 LBS. MINIMUM AT 7'-0 HEIGHT. ADJUSTABLE REINFORCING '..TO BE VIDE t5 x 2'-6'DN1.S. COLUMNS TO CONFORM TO 'USE MATERIALS BULLETIN UM -24B'. BEAR ON UNDIS TURBED SOIL' -0 MAX. (MIN. 2 D1VL5. -4. FOUNDATION SOIL CRITERIA. PER PAD) PAD) DESIGN BASED ON RECOMMENDATIONS BY CTL/THOMPSON, INC, FURNACE I PROJECT NO. DN50,047-120-R1. RECOMMENDATIONS IN THE REPORT I NOTE: VERIFY ALL DIMENSIONS AND FOR STRAPS TO BE EMBEDDED SHOULD BE FOLLOWED. PAD IN FOUNDATION WALLS. MAXIMUM SOIL U= = 3,0001,000 +POSSIBLE) SECTION r 'E'SIM. WHE MUM DEAD LOADI PRESSURE PSFPE MINIMUM 11F B. ROWS OF REINF. D 1/2'=1'-0 VERIFY ALL DIMENSIONS BEFORE STARTING CONSTRUCTION. 51 BTWN. ROWS OF REINF. S1 REINFORCING TO BE W805 CONT. �_ ____ ASTM A615 GRADE 60 44'-0'�-� W8x15 CONT. UNLESS NOTED, 4'-11. 1'-0' 3'-4' -4' 13,-8' 6'-4' 3'-4' 1'_0'4'-10' �-{ ° -7' 13'-2' 4'-3 1/2' 4'-3 1/2' 13-2' 1-7' STRAPS SD N. TRAPIMPSSTH010RJ STRAPS IN N. I TRAP IN PDN. MP I \ ,, W WHERERE READ. LEVEL BEAMS PROVIDE 8' WIDE x 12' BOLT FOR POST. PLACE POST BASE HIGH x 5' DEEP BEAM POCKETS, DIRECTLY ONTO PAD OR. CAISSON & q f ¢2-#4 WRAP WITH 2 LAYERS OF 30 LB. FELT I _____ __ JI -------- f � _____ ___ __ _____ ______7 I SSI o v z z f� SSt $ S STRAPS I CROSSHATCHING IN ATES PLACEMENT D, POLY. I ROUGHEN BASEMENT AND 1st FLOOR FRAMING PASS THRU SLAB. (TYPICAL) OF 4" VOID MA1L DER GRADE DEEM. ;6 O4 SLAB TO HAVE POSITIVE SLOPE AWAY 10 VOID MAT'L. BTWN. FROM BUILDING. CONTROL JOINT ATR ALL CU UMNS T AT OMIT FTG. PAD & VOID W/ POLY. PENETRATE SLAB. BASEMENT WINDOW REINFORCING. (TYP.) �4' 3 PADS, STEP TOP OF m (TYPICAL) ^ N H=> 'A' ^ } CRAWL SPACE 2'-0' Jl.v wrlu,- Date 1'-6' 1 6 BEAR O7UNDIS- CRAWL SPACE B' lo' e' -10•o TURBED, 1'-7 1/2' REINFORCING '..TO BE 1'-7 1/2' 3 FEET DEEP (WHERE SHOWN). 0110 camimtaftm shod fW be O permitfor Or On Opproyd of any vlol0oon to 15'-3' 4 0 PER PAD) 4 0 SECTI❑N 'D' 1/2•=I'-0 FURNACE I NOTCH FON. 18' MAX. FOR I NOTE: VERIFY ALL DIMENSIONS AND FOR STRAPS TO BE EMBEDDED I FURNACE .PAD PAD IN FOUNDATION WALLS. j I I I i ^/ I I 11F B. ROWS OF REINF. D 51 BTWN. ROWS OF REINF. S1 is W805 CONT. �_ ____ ) �_______� W8x15 CONT. I I PAD /j 1 L J 30' x 30' x 14" THICK--/ I --- _______ 11 I I i I PAD �30' x 30' x 14' THICK _ I 2 W/4-�4 EA. WAY BOT. 11' WA W/4 -t4 EA. WAY BOT. 3'0 ADJ. (SCH. 40) +I r ,�1 PIPE COLUMN, SEE . '4' (TYPO / I IFDNP 1800' I I I I I PAl 28' x 28 z 14' THICK W/3 -t4 EA WAY BOT.E I I •I PAD 2S x 28 —x14 THICK W/3-¢4 EA. WAY BOT. CONT. I I I I W8xi5 CONT. I 16" FTG. PAD (TYP. r -+-J •I L-�"- ! ! EXCEPT WHERE NOTED 30 ADJ. (SC 1. 40) STEEL PIPE CDLUMN, MASONITE OR 30 LB. FELT BOND BREAKER, CONT. 11' 4' CONC. SLAB 4' CONC. SLAB WHERE REQIWHERE READ. TOP & BOT. (2 EA. FACE) I LEGEND — F❑UNDATI❑N N❑TES �-{ ° SLAB SOLID AFTER BEAM IS SET. (TYPICAL ROOF OR DECK SUPPORT, POST. PROVIDE EXCEPT WHERE NOTED). AT BASEMENT ,, W WHERERE READ. LEVEL BEAMS PROVIDE 8' WIDE x 12' BOLT FOR POST. PLACE POST BASE HIGH x 5' DEEP BEAM POCKETS, DIRECTLY ONTO PAD OR. CAISSON & q f ¢2-#4 WRAP WITH 2 LAYERS OF 30 LB. FELT TOP & WHERE THEY PASS THRU SLAB. (TYP.) O.C. WITH MIN. 2 BOLTS PER PIECE.O f � LOCATE ONE BOLT WITHIN 12' OF EA. BOT. CONT. SIMPSON o v z z f� I ALL BASEMENT WALLS OVER 16'-0 LONG STRAPS I PRIOR TO PLACING BACKFILL AGAINST D, POLY. I ROUGHEN BASEMENT AND 1st FLOOR FRAMING PASS THRU SLAB. (TYPICAL) ma'v O4 SLAB TO HAVE POSITIVE SLOPE AWAY 10 VOID MAT'L. BTWN. FROM BUILDING. CONTROL JOINT ATR ALL CU UMNS T AT OS REFER TO DETAIL '1' FOR DEEP PENETRATE SLAB. BASEMENT WINDOW REINFORCING. (TYP.) �4' 3 PADS, STEP TOP OF m ON FOUNDATION PLAN DO NOT N H=> 'A' FDN. B"f } SEE SECT. IFOR DETAILS. 2'-0' Jl.v wrlu,- Date 1'-6' 1 6 BEAR O7UNDIS- PROVIDE 15 x 2'-6'DWLS. B' lo' e' -10•o TURBED, SEE REINFORCING '..TO BE O 2'-0 MAX (MIN. 2 OWLS. 3 FEET DEEP (WHERE SHOWN). 0110 camimtaftm shod fW be O permitfor Or On Opproyd of any vlol0oon to PLAN PER PAD) FOUNDATION PLAN SECTI❑N 'D' 1/2•=I'-0 MASONITE OR 30 LB. FELT BOND BREAKER, CONT. 11' 4' CONC. SLAB 4' CONC. SLAB WHERE REQIWHERE READ. TOP & BOT. (2 EA. FACE) I LEGEND — F❑UNDATI❑N N❑TES PROVIDE BEAM POCKET AND GROUT O O LOCATE A FIELD PAD OR CAISSON UNDER SOLID AFTER BEAM IS SET. (TYPICAL ROOF OR DECK SUPPORT, POST. PROVIDE EXCEPT WHERE NOTED). AT BASEMENT 12 GA. POST BASE WITH 1/2' DIA. ANCHOR LEVEL BEAMS PROVIDE 8' WIDE x 12' BOLT FOR POST. PLACE POST BASE HIGH x 5' DEEP BEAM POCKETS, DIRECTLY ONTO PAD OR. CAISSON & OPROVIDE 1/2' DIA. x 12' LONG WRAP WITH 2 LAYERS OF 30 LB. FELT A307 ANCHOR BOLTS @ MAX. 24' WHERE THEY PASS THRU SLAB. (TYP.) O.C. WITH MIN. 2 BOLTS PER PIECE.O PROVIDE A VOID SPACE BELOW PARTITIONS LOCATE ONE BOLT WITHIN 12' OF EA. OVER SLAB ON GROUND. DRYWALL OR END OF EA. PIECE. (TYPICAL) PANELING TO BE APPLIED TO ALLOW VERT. O3 PROVIDE ADEQUATE WALL BRACING FOR MOVEMENT AT BOTTOMI COVER W/ MOULDING. ALL BASEMENT WALLS OVER 16'-0 LONG SEE DETAIL '3'. PRIOR TO PLACING BACKFILL AGAINST WRAPU AP PIPE COLUMNS AND UTILITY LINES 9 WALLS. DO NOT REMOVE BRACING UNTIL O 3 LAYERS 30 LB, FELT WHERE THEY BASEMENT AND 1st FLOOR FRAMING PASS THRU SLAB. (TYPICAL) ARE IN PLACE. O4 SLAB TO HAVE POSITIVE SLOPE AWAY 10 PROVIDE 12' E DIAMOND SHAPED FROM BUILDING. CONTROL JOINT ATR ALL CU UMNS T AT OS REFER TO DETAIL '1' FOR DEEP PENETRATE SLAB. BASEMENT WINDOW REINFORCING. (TYP.) ABOVE NOTES NU REFERENCED I 16' FTG. PAD (TYP. © TURN DOWN SLAB EDGE 12' BELOW ON FOUNDATION PLAN DO NOT N FINISHED GRADE BY B' WIDE. REINFORCE APPLY TO THIS PLAN, WITH 1-#4 CONT. TOP AND BOTTOM. ; 2'-0' Jl.v wrlu,- Date 1'-6' 1 6 SUPPORT EDGE ON B' OR 10'0 PIERS B' lo' e' -10•o DRILLED TO SOLID BEARING AND MINIMUM EXCEPT WHERE NOTED)(SIM, 5'-3' REINFORCING '..TO BE 3 FEET DEEP (WHERE SHOWN). 0110 camimtaftm shod fW be O permitfor Or On Opproyd of any vlol0oon to ASTM A615 GRADE 60 FOUNDATION PLAN UNLESS NOTED, NOTE: SEE FRAMING PLANS NOTCH FON. 18' MAX. FOR I NOTE: VERIFY ALL DIMENSIONS AND FOR STRAPS TO BE EMBEDDED NOTCH PDN. 16' MAX. FOR SIM. D CONFIGURATION PRIOR TO IN FOUNDATION WALLS. STARTING CONSTRUCTION. IMPSON STHD,O TRAPS IN FDN. TOP OF 8"t ' I r------ -7- NOTCH FON. 12' MAX. FOR S1EP TOP OF PDN. l' -3"t '--- - --__-- NOTCH FDN. 16' MAX FOR ( SIM, s'-o'E WALL HTJ E �ISDZN'Z . 1'-0't DOOR & MAINTAIN 16' MIN. STEP TOP OF PADS. FOR DETAILS.,' DOOR & MAINTAIN 16' MIN . D -0' WALL HL) -- BTWN. ROWS OF REINF. FDN. 8't GARAGE PROVIDE x 2'-6' DWLS. BTWN. ROWS OF RENS 51 2 5137 & 5131 TABDR STREET - - - ----- 4 GONG. SLAB ON GRADE O V-0 MAX. MIN. 2 OWLS. (SI. S'=3" GARAGE WAMLL HT.) �- STEP 8'TOP OF _ j N. t - - - -- - - - __ PLAN = MPSON STHDIORJ p PER PAD) a 4 CONC. SLAB ON GRADE x'0 TRAPS IN PDN. SECTION D ® SHEET N0. S-� O CHECKED JM iew ode Complianc�STEP CROSSHa INDICATES PLACEMENT 2 D D I OF VAD MA UNDER GRADE BEAM.ATCHING OMIT FTG. PAD & SEAL VOID W/ POLY. (TYPICAL) 11' WALL I , TOP OF r2-00' TOP5'-0' I 16' FTG. PAD (TYP. I N I I EXCEPT WHERE NOTED),, 5,_10, ; 2'-0' Jl.v wrlu,- Date 1'-6' 1 6 B' WALL (TYPICAL) B' lo' e' -10•o permit or gpp—w of piens speuft-nol i EXCEPT WHERE NOTED)(SIM, 5'-3' 0110 camimtaftm shod fW be O permitfor Or On Opproyd of any vlol0oon to WALL Hij D FOUNDATION PLAN ctp)t'of'the provisions of the building code or of otr C" or0lnaroces. Permits NOTCH FON. 18' MAX. FOR Xx NOTCH PDN. 16' MAX. FOR SIM. D DOOR &MAINTAIN MIN. DOOR &MAINTAIN 24' NMN. D 11F B. ROWS OF REINF. D 51 BTWN. ROWS OF REINF. S1 is ( M. - I --- _______ I -3. WALL HT.) ______ -- EXCEPT WHERE NOTED) STEP70P OF —SIM. FDN. 8"J: ♦ rr 4' VOID MAT'L. BTWN. Gr ( SIM, s'-o'E WALL HTJ E �ISDZN'Z . 1'-0't City 1^ - m F•=___SEE S1 S STEP h6 IIC� PADS. FOR DETAILS.,' oQpD.AE rTF -0' WALL HL) -- - --� N. CQM S1 N l M N 1 BEAR ON UNDIS- PROVIDE x 2'-6' DWLS. 26108 5137 & 5131 TABDR STREET - - - ----- - --- -- i SEE - TURBED SOIL. O V-0 MAX. MIN. 2 OWLS. JlMPSOI STHDIORJ `TRAPS �- STEP 8'TOP OF _ j N. t - - - -- - - - __ PLAN = MPSON STHDIORJ p PER PAD) a IN PDN. REMINGTON HOMES TRAPS IN PDN. SECTION D SIM. SHEET N0. S-� BY LW CHECKED JM iew ode Complianc�STEP OF 1 D D TOP OF r2-00' TOP5'-0' 5,_10, 3'-0' 3'-0' '-0 3-0' 1'-6' 1'-6' 8'-3' 2'-0' Jl.v wrlu,- Date 1'-6' 1 6 B' lo' e' -10•o permit or gpp—w of piens speuft-nol i RF -V 0110 camimtaftm shod fW be O permitfor Or On Opproyd of any vlol0oon to _ FOUNDATION PLAN ctp)t'of'the provisions of the building code or of otr C" or0lnaroces. Permits 1. REFER TO HOUSE PLANS FOR DETAILS, Pmsumjv t0 give outwirity t0 v101o& Or tv"I the pmwswu Of the 2,REFER TO SHEET S-2 FOR SECTIONS, DETAILS AND GENERAL NOTES, 3, REFER TO SITE SPECIFIC FOUNDATION FOR CONSTRUC 01 0r07nOnae! ft Oty sW rot be va GARAGE F❑UNDATI❑N PLAN 1/4'=1'-0 1. REFER TO HOUSE PLANS FOR DETAILS. 2. REFER TO SHEET S-2 FOR SECTIONS, DETAILS AND GENERAL NOTES. 3. REFER TO SITE SPECIFIC FOUNDATION FOR CONSTRUCTION. 2 1-29-20 200018 1 REVISED FOR SEVER UNE EXCAVATION UNDER WALL JM 1 1-21-20 200010 REVISED FOR PLOT PLAN JM REVISION DATE REV. JOB 10. DESCRIPTION APPROVED OY FOOTING PAD W/CRAWL'SPACE oQpD.AE rTF SECTIONS, DETAILS AND GENERAL NOTES DUPLEX PLAN 107 CRAWL SPACE W/2 CAR DETACHED GARAGE `U !'"i�I. J.q.7.G 26108 5137 & 5131 TABDR STREET - - -- % LOT 10 & 11, BLOCK 5 1 HANCE RANCH TOWNHOMES'. �,p'••.... E�6\�� WHEAT RIDGE, COLORADO'. REMINGTON HOMES DATE OCT. 9, 2019 STRUCTURAL ENGINEERS SHEET N0. S-� BY LW CHECKED JM 6355 WARD ROAD, SUITE 308 • ARVADA, CO. 80004. 940-0996 41c. OF 1 ')o 1 4 02c.L(s The City of Wheat Ridge Inspection Check List notes Mid -Roof PROPERTY ADDRESS _ �I �i �ce_ y� Roof Inspection ❑ N/A ❑ Pass ❑ Fail ❑ N/A Pass ❑ Fail Structural roof components ❑ N/A [] Pass ❑ Fail Verify that no more than 2 layers of shingles exist ❑ N/A ❑ Pass ❑ Fail Flashing for roof and walls ❑ Pass ❑ Fail If new sheathing is installed verify that it is listed in the permit description (Valuation must be adjusted) ❑ N/A ❑ Pass ❑ Fail Verify sheathing nail pattern (See Policy & Procedures) ❑ N/A ❑ Pass ❑ Fail Crickets and saddles where needed ❑ N/A ❑ Pass ❑ Fail Verify B vent must have boot same gauge as pipe ❑ N/A ❑ Pass ❑ Fail Verify vent caps ❑ N/A ❑ Pass ❑ Fail Verify no flashings are damaged or rusted ❑ N/A E� Pass ❑ Fail Step flashing shall be min. of 4x4 piece per shingle ❑ N/A ❑ Pass ❑ Fail Verify scuppers allow for proper drainage ❑ N/A [ Pass ❑ Fail Ice and water shield 2' in heated wall spaces ❑ N/A Pass ❑ Fail Underlayments must follow 2012 IRC / 2012 IBC ❑ N/A [ Pass ❑ Fail Verify roof slope for proper drainage ❑ N/A Pass ❑ Fail Dripedge shall have min of 2" overlap [:J N/AIro�f Pass E] Fail Dripedge should extend down min 2" past roof deck [I N/A [. Pass ❑ Fail Dripedge shall be mechanicaly fastened 12" OC ❑ N/A Pass ❑ Fail 90 LB roll roofing shall not be applied to roof slopes less than 2:12 slope: Exception, detached garages, patios, carports, open on three sides with min. slope of 1:12 ❑ N/A ❑ Pass ❑ Fail Modified Bitumen, EPDM, TPO min slope 1/4:12 slope ❑ N/A ❑ Pass ❑ Fail Above roof insulation R-25 ❑ N/A 15d Pass ❑ Fail Below roof residential R-38 ❑ N/A ❑ Pass ❑ Fail Below roof commercial R-32 ❑ N/A ❑ Pass ❑ Fail Modified Bitumen, EPDM, TPO min slope 1/4:12 slope must be installed in accordance with the manufacturers specifications- Must have manufactures letter of warranty with the address on the letter for final inspection Metal Roof Shingles Requirements ❑ N/A ❑ Pass ❑ Fail Metal roof shingles shall not be installed on slope less 3:12 ❑ N/A ❑ Pass ❑ Fail Metal valley flashing shall be the same material as roof ❑ N/A ❑ Pass ❑ Fail Metal valley flashing shall extend a min of 8" from the centerline with a min. of 3/4 " high splash diverter rib built-in at the flow line with sections overlapping a a min. of 4" Tile Roofs Requirements ❑ N/A ❑ Pass ❑ Fail Clay and concrete the shall have a min. 2-1/212 slope Slopes 4:12 and under require double underlayment The City of Wheat Ridge Inspection Check List notes Mid -Roof Notes v Company Name: Gd Inspector signature: Date of Inspection: Srar� �DaO