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HomeMy WebLinkAbout10471 W. 38th Avenuei CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: ZVII," T 14,4W( Job Address: 1 o L1 11 W. _3<;?�14 Permit Number: ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes When corrections have been made, call for re -inspection at 303-234- Date:—","41 03-234-Date: v' j Inspector: Z"I 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: Job Address: 17`-I i; . a41'� Permit Number: 11,1-- ��U't.-' ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234-5933 Date:_O` ` E 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 InspectionType: lG� Job Address: Permit Number:0 X4,2 ❑ No one available for inspection: Time,'- /AM/ M Re -Inspection required: Yes ; �No When corrections have been made, call for re -inspection at 303 -234 - Date: 12!> - -3 — I gInspector: ----- -- 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: Job Address: /��%/ f_A1, ✓ice Permit Number: 42f�? ❑ No one available for inspection: TimeIt WPM Re -Inspection required: Yes�NO When corrections have been made, call for re -inspection at 303-234-5933 Date: /0, -;; , Inspector: DO NOT REMOVE THIS NOTICE 1* � 4 i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address:��1 =.L Permit Number: ❑ No one available for inspection: Tirw� �1 pm Re -Inspection required: Yes No, When corrections have been made, schedule for re -inspection online at: http✓/www.ci.wheatridge.co.us4nspec�tlon _ Date:"' City of �Wheat j�idge COMMUNiTy DEVELOPMENT City of Wheat Ridge Municipal Building 7500 W. 29`h Ave. F: 303.237.8929 August 12, 2019 Owner/Occupant 10471 W 38" Avenue Wheat Ridge, CO 80033 Wheat Ridge, CO 80033-8001 P: 303.235.2855 RE: Previously permitted project plans available for retrieval — Permit 201800042 (New Single Family) Owner/Occupant, This letter is being sent to you because a project for which a permit was issued by the City of Wheat Ridge Building Division and plans and/or other documents were required was recently completed and approved. In accordance with the Building Division's document retention policy, the associated plans and/or other documents are scheduled for disposal. We are writing to offer you an opportunity to retrieve those approved plans and/or documents prior to their disposal by the Building Division. The plans and/or documents are available for retrieval for a period of 20 working days (4 weeks) from the date of this letter — September 9th — and must be retrieved in person at the Building Division offices. This letter must be presented at the time of retrieval of the plans and/or documents. Plans and/or documents available for retrieval CANNOT be mailed and plans and/or documents will NOT be available for retrieval after the expiration of the retrieval period. You may retrieve plans and/or documents between the hours of 7:30 a.m. and 3:30 p.m., Monday through Friday, at the Building Division offices located at 7500 W. 29th Avenue in Wheat Ridge. Cordially, Kimberly Cook Permit Technician 7500 W. 29th Avenue Wheat Ridge, Colorado 80033 Office Phone: 303-235-2873 Fax: 303-237-8929 www.ci.wheatrid eg co.us City of Wheat midge COMMUNITY DEVELOPMENT w-ww.ci.wheatridge.co.us 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: ❑ No one available for inspection: Time AM Re -Inspection required: YesNo When corrections have been made, call for re -inspection at 303-234-5933 Date: _� '/ 7 / rT Inspector:11 s ---- DO NOT REMOVE THIS NOTICE City of Wheat Ridge Residential Swimming Pool PERMIT - 201900942 PERMIT NO: 201900942 ISSUED: 06/28/2019 JOB ADDRESS: 10471 W 38th Ave EXPIRES: 06/27/2020 JOB DESCRIPTION: Install 15 ft x 30 ft above ground swimming pool with 15 ft x 12 ft deck with stairs - 180 sq ft total *** CONTACTS *** OWNER (303)880-7285 CONNELLY LYNN M GC (303)642-0227 GLENN ADAIR & ROYCE FENTON 170485 CANYON CREEK CONSTRUCTORS INC. SUB (303)905-1565 JAMES R. SLOTNICK 018709 APPLIED ELECTRIC, INC. *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2403 / APPLEWOOD VILLAGES, PROSPECT V BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 16,500.00 FEES Total Valuation 0.00 Plan Review Fee 204.91 Use Tax 346.50 Permit Fee 315.25 ** TOTAL ** 866.66 *** COMMENTS *** *** CONDITIONS *** 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. Owner/Contractor is responsible for locating property lines and constructing improvements according to the approved plan and required development standards. The City is not responsible for inaccurate information submitted within the plan set and any construction errors resulting from inaccurate information. PERMIT NO: JOB ADDRESS: JOB DESCRIPTION City of Wheat Ridge Residential Swimming Pool PERMIT - 201900942 201900942 10471 W 38th Ave Install 15 ft x 30 ft above ground with stairs - 180 sq ft total ISSUED: 06/28/2019 EXPIRES: 06/27/2020 swimming pool with 15 ft x 12 ft deck I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this er &t. I furt r atte t that I am le ally authorized to include all entities named within this document as parties to the work to be performed and thallork to brined is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) Date I 1. This permit was issued based on the information provided in thepermit 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 originalpermit 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 s nce or gran. of a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any ap le c de or a�rdance 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. I0ki711, Nv. sgt+- hJe. SAND DOLLAR° FILTER SYSTEMS �� SAND FILTER SYSTEM WITH'BLOW-MOLDED TANK • Six -position 1-1/2 in. multiport valve • Self -priming Dynamo® Pumps in 3/4, 1, 1-1/2 and 2 HP ratings • Our innovative process creates a one-piece, non- corrosive tank of superior strength and durability even in the most demanding of applications • Combination water and sand drain makes servicing and winterizing fast and easy • Unionized Pump to Filter connection CALIFORNIA PROPOSITION 65 WARNING Sand Dollar Filter System ®WARNING: Cancer and Reproductive Harm. ® AVERTISSEMENT: Peut Causer le Cancer et des Dommages au Systeme Reproducteur. Our blow -molded process creates a One piece, non- ®ADVERTENCIA: Cancer y Dano Reproductivo. corrosive tank of unequaled strength and durability. www.p65wamings.ca.gov. This pump and filter system provides excellent performance at an affordable price. Ordering Information Pump um Pp Pump Hose Effective Flow' Turnover Capacity (In Gallons)' Sand Tank Tank HIP(Ft.) Cord Kit Filtration Area Rate Required Diameter Height (Sq. Ft.) (GPM) 8 Hour 10 Hour 12 Hour (Lbs.) (In.) (In.) DOLLARSAND PNSDO035DD1160 3/4 3 ft. STD 6 1.4 35 16,800 21,000 25,200 100 16 28-1/2 PNSDO035DD11XO 3/4 3 ft. STD N/A 1.4 35 16,800 21,000 25,200 100 16 28-1/2 PNSDO035DE1160 1 3 ft. STD 6 1.4 35 16,800 21,000 25,200 100 16 28-1/2 1PNSD0035DE2t60 1* 3 ft. STD 6 1.4 35 16,800 21,000 25,200 100 16 28-1/2 PNSDO040DE1160 1 3 ft. STD 6 1.8 40 19,200 24,000 28,800 150 19 34 PNSDO040DE11XO 1 3 ft. STD NIA 1.8 40 19,200 24,000 28,800 150 19 34 PNSDO040DE1260 1 3 ft. TWL 6 1.8 40 19,200 24,000 28,800 150 19 34 PNSDO040DO1160 1-1/2 3ft. STD 6 1.8 40 19,200 24,000 28,800 150 19 34 PNSD0040DO11XO 1-1/2 3 ft. STD N/A 1.8 40 19.200 24,000 28,800 150 19 34 PNS00040DO1260 1-1/2 3 ft. TWL 6 1.8 40 19,200 24,000 28,800 150 19 34 PNSDO040DO2160 1-112 3 ft. STD 6 1.8 40 19,200 24,000 28,800 150 19 34 PNSDO060DOI160 1-1/2 3 ft. STD 6 2.3 60 28,800 36,000 43,200 250 22 35-1/2 PNSDO060DOIlXO 1-1/2 3 ft. STD NIA 2.3 60 28,800 36,000 43,200 250 22 35-1/2 PNSDO060DO1260 1-1/2 3 ft. TWL 6 2.3 60 28,800 36,000 43,200 250 22 35-1/2 PNSDO060DO2260 1-112' 3ft. TWL 6 2.3 60 28,800 36,000 43,200 250 22 35-1/2 PNSDO06ODP1160 2 3ft. STD 6 2.3 60 28,800 36,000 43,200 250 22 35-1/2 PNSDO06ODP2160 2` 3 ft. STD 6 2.3 60 28,800 36,000 43,200 250 22 35-1/2 2 Speed Pump, Flow Rate and Turnover Capacity based on Filter. Dimensionglancl Perfbrmance g�Dyry7r;�o P P D �7. See pages 331-332 for replacement parts. Q& Qm 16q71 w SS 14tleeLuc_ PIN 95-0444 ABOVE GROUND OVAL POOL INSTRUCTIONS ABOVE GROUND POOL SAFETY FAILURE TO HEED THESE WARNINGS CAN RESULT IN PERMANENT INJURY, PARALYSIS FROM A BROKEN NECK, ELECTROCUTION OR DROWNING. I Z ±10S WARNING THIS POOL IS NOT DESIGNED FOR DIVING OR JUMPING! DANGEROUS INJURY CAN RESULT, SHALLOW WATER! Your pool contains a large quantity of water, and is deep enough to present inherent dangers to life and health unless the follow- ing safety rules are strictly observed. First-time users run the highest risk of injury. Make sure everyone understands. To insure your pool is used safely you must observe the following safety precautions: 1. NO JUMPING OR DIVING The top rail of your pool is not a walkway and must not be used for jumping or diving. Do not permit jumping or diving into the pool from a deck or the top rail of the pool. Diving o lumping into the pool can result in serious injury. 2. NEVER USE THE POOL ALONE Never permit the pool to be used unless it is attended by at least one person other than the bather. Someone should always be available to lend assistance in an emergency. 3. NEVER LEAVE CHILDREN UNATTENDED Never leave a dritd atone and unsupervised in or near the pool --not even for a second. There is no subsbhftfor constant adult supervision. 4. NO ROUGH PLAY Do not permit "rough-playin' in and around your pool. Surfaces can become slippery and hazardous when wet. 5. LIGHT THE POOL AT NIGHT If the pool is used after dusk, adequate lighting must be provided. Illumination in the pool area most be sufficient to clearly judge pool depth and all features in and around the pool. For light- ing recommendations, consult your local licensed electrical contractor 6. RESTRICT ACCESS TO THE POOL Do not leave chairs or other furniture beside the pool that could be used by a child to climb up into the pod. Ladders must be removed whenever the pool is unattended. A fence with a lockable gate around the pod or yard is strongly recommended and may be required by law in some jurisdictions. 7. NO ALCOHOL OR DRUGS Never drink alcoholic beverages or use any intoxicants which could hinder your judgment and reflexes. 8. KEEP YOUR POOL CLEAN AND SANITARY Your filter system will remove suspended particles from the water and the surface skimmer will remove insects, leaves and other debris from the water surface. Use the correct pool chemicals as directed to destroy harmful bacteria and prevent formation of algae. Remember, unsanitary water is a serious health hazard. 9. KEEP OFF TOP LEDGES Do not walk on top ledges. They can be slippery and they are not a walkway. 10.POOL COVER SAFETY The cover must have a tamperproof locking retainer rade that positions the cover around the pool well and keeps it securely in place. Never allow anyone, especially small children on the cover. Asphyxiation or drowning could result. When purchasing any pool cover, please consult a swimming pool professional. 11. ELECTRICAL HAZARD Never touch or attempt to service electrical equipment, including the filter when your body and/ or the ground is wet Electrocution or permanent injury due to high voltage (120V AC) could result. The pod should be bonded in accordance with Section 680-26 of the National Electical Code. For further assistance contact your dealer or a local licensed electrician. Do not use pod during electrical or rain storms. 12.SAFETY ROPE & POLE Keep a safety rope 1/4' by 50" with a flotation buoy with an outside diamter of 15". Have ac- cessible in a prominent area by your pod. Keep a pole not less that 16 feet (4,88m) long with a blunt or hook end available at pool side in case of emergencies. 13. POOL CHEMICALS Do not place chlorine, chlorine tablets or sticks directly into skimmer, or winterize your pool with liquid chlorine. Damage to the skimmer, pool liner and filter will result. Failure to obey this in- stnrction vd void al catponert merr rtie& AVeys fdbw Chernical Marx ''s iristu'ct ors when storing, handling and dispensing pool chemicals. 14.CHECK FOR DAMAGE Periodicafiy check your pool and ladder components for damage and wear. Be sure all screws are in place. Replace all damaged or worn components and tighten all screws More you use the pool, deck or ladders. At first sign remove rust and touch up immediately. 15. POOL PARTS Never modify the pool or accessories, or remove or drill holes in the pool, deck or ladder com- ponents undess instructed. Your pool wall is made of thin metal, there is an inherent cut hazard with metal so use gloves during installation. Always use Original Equipment Manufactured parts for your replacement parts, REMEMBER FOLLOW ALL SAFETY INSTRUCTIONS i WATCH Read and follow all safety instructions packaged with pool, ladder, deck or any other accessory. pool safe CHILDREN Additional p safety publications can be obtained by contacting: The Association of Pool & � Spa Professionals (www.apsp.org) IMPORTANT NOTICE READ BEFORE INSTALLATION! The safety stickers must be installed as per following instructions. Failure to properly install warning labels will void warranty. Failure to mount these safety labels may subject you to substantial liability in case of injury. These warning are not to be re- moved under any circumstances! If they become discolored or fall off please request replacements which will be sent at no charge. PLACE SIGN ON � - LINER ABOVE WATER LINE, OPPOSITE ENTRY TO POOL DO NOT DIVE SHALLOW WATER C"(X d ` UM DAlY6l�'. PLACE SIGN ON WALL EXT TO W�1eat�`dgg i r POOL ENTRY p4 R.12/11 BUTTRESS -FREE POOL SIZES 13' 8" f — -- I _J - r-` Y 13' 1 T', 8"-- _ __ 8'6" 8x12 1716" 10' 1 � ! L ---J 10 x 16 19' 12' 1 ! L ---J " 12 x 17 15' 1712" 1 � ! 8x15 21' lox 19 17' } 20'4 12' 1 ! \ I / 12x20 • . ••• YOU t .• n• Bib-ess UZI pool, you_a• Actual size of pool. --------- Space needed for installation. 2. 21 BUTTRESS -FREE POOL SIZES 25' 10.5" _J L, 17' I 23' 10.5" I 12' r ' .r 12x24 281611 i 15x26 0CI _ .-I F_ L- - -- - - i --- 18x33 18x40 We: Ail aboae diagrams are for Buten-Free oval pods. If you hm e a tadbonal DAress oval pool, you will rted to add 3 feet to the wide of the space needed for insfialbbon. The Ierx nmasurerrel will riot change. Actual size of pool. --------- Space needed for installation. ' 2" 2" IQ _I L ! t 20'4" 24' i 15 2.. t ! 15x24 2( 32' J i 15x30 Of 2" -- 2„ BUTTRESS -FREE POOL SIZES 23'4" 45' 6" 18 x 44 26' 4" •42' 21 x43 L_ - F_ _ to add 3 feet to the, v*M of the spaoe needed fbr installation. The length rneasuranent Wll rx)t change, Actual size of pool. --------- Space needed for installation. 211211 INTRODUCTION: Congratulations on becoming the owner of a new above ground swimming pool. This is the instruction packet for installing your swimming pool. The following are some helpful hints that you should take into consideration before installing your pool. 1) Read through the entire instruction booklet before you begin. This will enable you to find out exactly what is involved with installing your swimming pool before you begin. While you are going through the instructions, please be aware that all of the diagrams are representative of a 15' x 30718' x 33' pool. If you have a different size pool you will find that your pool has a different number of uprights than the ones in the diagrams. 2) DO NOT ATTEMPT INSTALLATION IN WINDY OR GUSTY WEATHER This will not only make installation more difficult, it may result in damage to your pool before it is completely installed. 3) Although we have broken down the installation into many simple steps, you will probably find that Steps 1 and 2 will be the most labor intensive and time consuming steps. Once you have completed those two steps you should find that the rest of the installation moves along much more quickly. 4) Please be sure to review all safety material and local codes before beginning your installation. There is a yellow safety envelope packed with your pool. This envelope contains safety material and warning stickers to be placed on your pool. If you are missing any of these items please contact your dealer or the factory to obtain it. The warranty is void if all safety precautions are not followed. 5) In the event that you need to make a warranty claim, it is important to know the size and model of your swimming pool in order to expedite the handling of your claim. Please fill in the information below and keep for your records. All of this information can be found on the labels attached to the cartons your pool is packed in. NAME OF POOL: SIZE OF POOL: DATE OF PURCHASE: NAME OF POOL%kLL: NAME OF LINER: 6) Make sure you have the necessary tools and materials before beginning your installation. Below is a list of the tools and materials needed. - Shovel - Tape measure - Phillips head screwdriver - Duct tape - Sand - Filter - Skimmer/Return fitting - Carpenters level and/or transit (Optional) - Patio Blocks (2" x 8" x 16") - Box cutter (Razor blade) - Tamp - 5/16" wrench - 1/4" wrench DECK OR FENCE IMPORTANT! If you are installing a fence on your pool, you will need to install post holders on your uprights BEFORE you install the uprights on the pool. Please refer to your Fence Installation Instructions for for details. Plastic Upright I Fence Post 50-5/16" Long - 'Upright 5/8 St tYP �� ` " t F 1 �• 1 /4-20 �� Machine ®► ] L 1/4"o Screws Screws 2" long Nut cover - • 1/420 — i Post Holdg� ` t 9-7/8 Machine Screws t 1" long 3 X4 I 5/8 St tYP �� ` " t F 1 �• 1 /4-20 �� Machine ®► ] L 1/4"o Screws Screws 2" long Nut cover - caps 1/4" Nuts 1/4-20 Machine Screws 1" lots �. Metal Upright Fence Post 50-5/16" Long -- upright a t a E s 1/420 1/2" long 114-20 Narts --Ad / Machine screws 9-3/4„ Nut cover — '\ caps'. j 3.0" �f7 Post lioider Holes must be centered 1/4-20 Machine screws 1, i on Upright 2"long ; If you are installing a deck on your pool, then part of the deck support system must be installed on your pool uprights BEFORE you install the uprights on the pool. Please refer to your Fence Installation Instructions for for details. otai Rasa c up!lghf tip=g C)t;o i�, rias z, tAa'3"rt� "18" 3-34. 114.20 Ip1lig ScrL,S POOL LOCATION: Do not locate pool over underground lines, septic tanks, under electrical lines, near hazardous structures, or out of local code restrictions. It is essential that the area selected for your pool has a level and firm base. Do not assemble your pool on asphalt, tar or oil base surfaces. Avoid areas with sharp objects, or ground treated with weed killer or other chemicals. Also avoid areas where nut grass, Bermuda grass or bamboo grass grows, as they can grow through your liner. Grass must be removed. Do not place components such as filters, pumps, and heaters in a way that they can be used as a means of access to pool by young children. Be sure to follow all local building codes and obtain all building permits required for your area. STEP I — PREPARING THE SITE: Fig. 1 *BE SURE TO AVOID: -All electrical wires -All gas lines -Septic tanks -Cesspools -Dry wells -Tree roots/ stumps -buried debris(trees, building material, etc.) -sudden slopes within 6' of pod area Refer to the "True Size" diagram on the second page to see the dimensions of your swimming pool. Once you have these measurements and have chosen a site to install your pool, mark or outline the ground where the pool will be going using spray paint or some other marking agent. Please keep in mind that you will need some extra room to work. Be sure to account for the space that the side supports extend out on each side of an oval pool. The strap end channel extends out 37" from the wall of the pool on each of the two straight sides of a Traditional Buttress Oval. If you have a Buttress -Free Oval Pool, the strap end channel extends only 19" out from the wall on each side. Refer to the "Actual Size" chart for further clarification. For example, a 15x30 oval should have the following space in order to install the pool. Traditional Buttress Oval: 2 Fig. 2 32' % S 3'4" , 30' r i 57 � r r 15x30 Buttress -Free Oval: 20'4" Fig. 2A -32'- 15x30 15'2" *Once you have the appropriate area marked out, remove any sod that is in the area. ,Also be sure to avoid all electrical wires, gas lines, septic tanks, cesspools, dry wells, tree roots, stumps, buried debris, and sudden slopes within 6' of the pool mea. STEP 2 — LEVELING: Once you have designated the space for installation, and have cleared away the sod in that area, you can begin to level the ground. The ideal tool for doing this is a transit. If you do not have access to a transit, use a long board (be sure that the board is perfectly straight) and a carpenters level, as shown in the diagram. The key to properly leveling the surface for an above ground swimming pool is to start at the lowest point and dig everything else down to that level. You do not want to build up the lower areas to be level with the higher areas. Doing this will cause the ground to settle once the pool is full of water. If the ground settles it could destroy your pool, which could be dangerous and is not covered under the warranty. You will probably not be able to get the ground completely level until you Jay out the frame, but the closer you get it now the easier the job will be later. We recommend that you do not proceed until the entire site is within an inch of being perfectly level. Remove• and grass to this level. Kemove grass only from low areas. �Gfi's ate: * DO NOT ADD DIRT TO LOW AREAS Fig. 3 Fig. 4 STEP3 — UNPACKING THE POOL: At this point you should open all of the cartons that have come with your pool. Separate all of the parts, becoming familiar with each by checking them against the specific parts breakdown sheet packed in the yellow envelope. Count the number of each part and check that against the packing list as well. This way if you are missing something you can contact the people you purchased the pool from before you begin the construction of the pool. Below are some generic diagrams of oval pool components to help you identify the parts and where they will be used. IMPORTANT: Do not attempt to assemble these parts now. Once you confirm that you have all of the components needed for yourpool, continue on with the instructions. TRADITIONAL BUTTRESS OVAL ASSEMBLY 4 Fig. 5 _.s 2,, l 9 i __9 1 PRESSURE PLATE 2 BOTTOM RAIL, STRAIGHT SIDE 3 STRAIGHT SIDE TOP PLATE 4 STRAIGHT SIDE 4'x4' UPRIGHT 5 CHANNEL, 2' TALL JJ' 6 STRAIGHT SIDE BOTTOM CONNECTOR j 7 STRAP 8 SCREWS, #10 X 112- 9 SCREWS, /12 X 3i4' 10 BOLTS, 5/16-18 X 1/2' 11 BOLTS, 5/16.18 X 5' 12 TRADITIONAL BUTTRESS STRUT BUTTRESS -FREE OVAL ASSEMBLY: 3 16 4 Fig. 6 b 1 PRESSURE PLATE ----- 2 BOTTOM RAIL, STRAIGHT SIDE 3 STRAIGHT SIDE TOP PLATE 4 STRAIGHT SIDE 4'x4' UPRIGHT 5 CHANNEL, 2' TALL 6 STRAIGHT SIDE BOTTOM CONNECTOR 7 STRAP 8 SCREWS, 110 X 1/2' 9 SCREWS, 412 X 3/4' 10 BOLTS, 5116-18 X 1/2' 71 BOLTS, 5/16-18 X 5' 12 GUSSET, LEFT SIDE (Bulbess-Free) 13 GUSSET, RIGHT SIDE (Budress-Free) 14 UNDER BOX CHANNEL 15 WASHER, 3 HOLE .16 BOLTS, 5/16-18 X 5- _ s j STEP 4 - PRE -ASSEMBLING THE STRAIGHT SIDES OF A TRADITIONAL BUTTRESS OVAL POOL ONLY- *** THESE INSTRUCTIONS ARE FOR TRADITIONAL BUTTRESS OVAL POOLS ONLY! IF YOU HAVE A A) Start by laying the strap end channels out on the ground so that the open ends face down. Notice the two slots on top of each of these channels. You will not be using these slots in the construction of the pool, but pay attention to where they are located in the diagrams. They indicate which way the channels are facing. See Fig.7 B) Now take the straight side 4"x4" Upright and push it down over the strap end channel where those slots are located. Position the open end of the straight side upright to face the short end of the channel (the inside of the pool) as shown in Fig.8. The two holes on each side of the upright should line up with two of the holes on each side of the strap end channel. Secure the parts with two 5/16" x 5" bolts and two 5/16" nuts. Repeat for all assemblies. Q Once all of the straight side uprights are attached, you c begin attaching the struts. This is done by pushing the angled end of the strut (the end with two holes on each side) over the end of the strap end channel and the other side around the straight side upright. The hole on each of the strut lines up with the hole in the straight side upright that is farthest from the open end of the straight side upright. The two holes on the other end of the stru line up with the only two holes in the back end of the st end channel. Secure the struts using three 5/16" x 5" bolts and three 5/16" nuts. See Fig.9 for visual instruction D) Now you can install the straight side bottom rail connector Use one per strap end channel. Place the connector on V of the strap end channel so that the open part of the connector sits inside the straight side upright. The hole in the straight side connector will line up with the hole between the two slotson the strap end channel. Secure the piece using a #12 x3/4" screw. See Fig. 10 for visual instructions. Slots 5 Fig. 7 Fig. 10 *Please do not be alarmed if you are not using all of the holes in the strap end channels. We use this same channel for a few different products so there are some holes that you will not be using for this pool. Please follow diagrams to be sure you are using all of the correct holes. ALTERNATE STEP 4 - PRE -ASSEMBLING THE STRAIGHT SIDES OF A BUTTRESS -FREE OVAL POOL ONLY: *** IF YOU HAVE A TRADITIONAL BUTTRESS OVAL, PLEASE REFER TO THE A) Start by laying out the under box channels so that the open sides of each under box channel is facing up. Then slide the strap end channel over the top of the under box channels so that they form a tube. Be sure that the holes in both channels are aligned, but do not bolt them together yet. See Fig. 11 B) Now slide the straight side 4"x4" uprights over the strap end channels making sure that the holes line up as shown in Fig.] 2. Q Once the straight side 4"x4" uprights are attached, apply the left and right side gussets on each. The pieces are marked "L" and "R". The gussets are applied under the channels and around the straight side upright. Once you have them in place screw the left and right gussets to each other using three #10 screws. See Fig. 13 for visual instructions. D) All holes should be lined up at this point. Bolt the components together as shown in the diagram. Use 5/16" x 5" long bolts and 5/16" nuts for the channels, and 5/16" x 5" long steel bolts for connecting the gussets to the uprights. Remember to include the three -hole plate at the fronts of the gussets. If these washers are left off your pool will break! See Fig. 14 for visual instructions. E) Once all of the 5" long bolts have been tightened, install the I straight side bottom connectors. This is done by placing the connector on top of the strap end channel just inside the straight side upright. The hole in the connector should line up with the hole in the strap end channel. Secure the connector to the channel using a single # 12 x 3/4"" screw for each as shown in Fig. 15. Fig. 15 Fig. 13 4 VZ utlg ss bt>ks T`" 5 Fig. 14 PART IDENTIFIER 1 PRESSURE PLATE 2 BOTTOM RAIL, STRAIGHT SIDE 3 STRAIGHT SIDE TOP PLATE 4 STRAfGHT SIDE 4'x4' UPRIGHT 5 CHANNEL, 2- TALL 6 STRAIGHT SIDE BOTTOM CONNECTOR 7 STRAP 8 SCREWS, #10 X 1/2- 9 SCREWS, •12 X 3/4- 10 BOLTS, 5116-18 X 112- 11 BOLTS, 5116-18 X 5' 12 GUSSET, LEFT SVE (Buttress -Free) 13 GUSSET, RIGHT SIDE (Buttress -Free) 14 UNDER BOX CHANNEL 15 WASHER, 3 HOLE 16 BOLTS 5116-18 X 5' *Please do not be alarmed if you are not using all of the holes in the strap end channels. We use this same channel for a few different products so there are some holes that you will not be using for this pool. You will also have 3 extra 5/16" x 5" steel bolts per upright when installing the Butress-Free system. Please follow diagrams to be sure you are using all of the correct holes and hardware. ALTERNATE STEP 5 — STRAP ASSEMBLY FOR BUTTRESS -FREE OVAL POOLS ONLY: 91 M IMA•0 • ► •. 901► I Us I Wifill: Notice that there are two different sizes of strap packed with your pool. Each strap is stamped with a part number and a length. A) If your pool is 10' wide, each strap will be made up of three pieces. Two of the pieces will measure 27.25" long and one will measure 39.275" long. B) If your pool is 12' wide, each strap will be made up of two 41.025" long pieces and one 39.275" long piece. Q If your pool is 15' wide, each strap will be made up of four pieces. Three of the pieces will measure 40.683" long and one will measure 39.275" long. D) If your pool is 18' wide, each strap will be made up of four pieces. Three of the pieces will measure 52.6875" long and one piece will measure 39.275" long. E) If your pool is 2I' wide, each strap will be made up of four pieces. Three of the pieces will measure 48.984" long and will measure 39.275" long. crap Stiction Chart: 0 MWIIPMM_��©�_______ 0.653" S'r= Sactfcl —� t k 40.683' 40 68?' Strap Sec:: ALTERNATE STEP 5 — STRAP ASSEMBLY FOR BUTTRESS -FREE OVAL POOLS ONLY: When you separate the strap pieces, you will find that you have two different lengths. You will have three strap components per complete strap for 10' wide and 12' wide oval pools, and four strap components per complete strap for all pools 15' and 18' wide. If your pool is 2P wide, you will have five strap sections that form a complete strap for your pool. Elrap.�ction Chart: Secure the remaining strap sections to each other using two 5/16" x %" bolts and 5/16" nuts. All holes must be used. 40.683" Strap Section 40.683" Strap Section Fig. 17 40.683" Strap Sec' -~ 5/16" Nuts STEP 6 -ATTACHING STRAPS TO STRAP END CHANNELS ON A TRADITIONAL BUTTRESS OVAL POOL ONLY: *** USE THIS STEP FOR TRADITIONAL BUTTRESS OVAL INSTALLATION ONLY! IF YOU HAVE A BUTTRESS -FREE OVAL, PLEASE SEE ALTERNATE STEP 6. After you have completed the assembly of all of the strap sections, each end of the assembled straps need to be attached to a strap end channel. Please keep in mind that the strap runs underneath the liner of the pool, so it should be attached to the open end of the channel, not the side where the strut connects. The straps connect to the channels, along with the end channel caps, shown in Fig.l9 and Fig.20 using two 5/16" x %2" bolts and two 5/16" nuts at every connection. Be sure to attach the straps to the underside of the strap end channels. The heads of the bolts go on top of the channel, and the nuts should be on the under side. Always use the two holes closest to the end of the strap end channels when connecting the strap sections to the channel. As you are bolting the strap to the strap end channels, add the end channel caps to the under side of the straps at each end as shown in Fig. 19 and Fig.20 When these end channel caps are lined up properly, the two holes in these end channel caps will line up with the two holes in the straps, as well as, the corresponding holes in the strap end channels themselves. These end channel caps are secured in place using the same two 5/16" x'/z" bolts and 5/16" nuts that are used to secure the straps to the strap end channels. When these parts are installed correctly they will cover the openings at the ends of the channels. This will prevent the sand base of your pool from washing into these channels once the pool is filled with water. End Channel Cap Fig. 20 End Cannel Cap ALTERNATE STEP 6 -ATTACHING STRAPS TO STRAP END CHANNELS FOR BUTTRESS -FREE OVAL POOL ONLY: ***IF YOU HAVE A TRADITIONAL BUTTRESS OVAL, USE THE PREVIOUS STEP 6 FOR YOUR OVAL POOL. When the straps are completely assembled (as shown in Fig.21) attach each end of the straps, and an end channel cap (shown in Fig.22 and Fig.23) to a strap end channel using two 5/16" x'/z" bolts and two 5/16" nuts at each point of connection. Note that the strap should be attached to the underside of the channels (as shown in Fig.21) with the heads of the bolts on top of the channel and the nuts on the underside of the channel. Always use the two holes closest to the end of the strap end channel when you are connecting the straps to the strap end channels (as shown in Fig.23). Fig. 21 162' 5AW x M Bobs As you are bolting the strap to the strap end channels, add the end channel caps to the underside of the straps at each end as shown in Fig.22 and Fig.23. When these end channel caps are lined up properly, the two holes in these end channel caps will line up with the two holes in the straps, as well as, the corresponding holes in the strap end channels themselves. These end channel caps are secured in place using the same two 5/16" x'/z" bolts and two 5/16" nuts that are used to secure the straps to the strap end channels. When these parts are installed correctly they will cover the openings at the ends of the channels. This will prevent the sand base of your pool from washing into these channels once the pool is filled with water. trap End Channel Cap trap End Cannel Cap Fig. 23 STEP 7 - STRAIGHT SIDE LAYOUT: After all of the straps have been fully assembled and attached to the strap end channels you can now start to set them up in their final positions. If your pool has an odd number of straps (for example a 12' X 24' pool has three straps) find the center point of the site you leveled earlier and put the first strap and straight side upright assembly there. You then place one assembly 42", from center of strap end channel to center of strap end channel, on each side of that first assembly. Continue like this until all assemblies are used. If your pool has an even number of straps and straight side assemblies (for example a 15' x 30' pool has four, which is pictured below) find your center point, mark it on the ground, and put an assembly on each side of that mark 21" away to the center of the strap end channels. If your pool has more than two assemblies you will put the next assemblies 42" on center from the previous assembly, as shown in Fig. 26 and Fig. 27, always keeping the same number of assemblies on each side of your center point. Once you have all assemblies in place you want to be sure that all of the straight side uprights on one side line up with each other. This can be done fairly accurately by eye but we recommend that you use a string extending from the first upright to the last. If there are any uprights not touching the string, or that cause the string to bulge out, adjust that assembly so that the string is perfectly straight. If you are trying to install your pool parallel to an already existing object such as a fence, simply measure from the fence to each straight side upright making sure that the measurement is exactly the same for each. Once you are confident that one side is straight the other side should already be straight. If it does not appear to be straight, check to make sure that the straps are setting flat on the ground. STEP 8 — PRESSURE PLATE INSTALLATION: Place one 44" pressure plate on each strap end channel so that the center of the plate is even with the center of the channel. When installing these plates the corrugation bumps should be up and the flat surface should be down. One edge has a larger flat surface than the other. The larger flat surface should be closer to the center of the pool. (See diagram). The pressure plate must extend past the end of the channel about Vtowards the center of your pool. If you have done this correctly the two holes in the center of the pressure plate line up with the two holes in the center of the strap end channel. Secure the plates to the channels using two # 12 X 3/4" screws in each. Once all plates are secured to the channels, the plates should overlap each other. Secure the plates to each other using three # 12 screws in each overlapping area. Traditional Buttress Fig. 28 Buttress -Free Fig. 29 STEP 9 - BOTTOM WALL RIM ASSEMBLY: When you unpacked the bottom wall rim you should have noticed the three different size rails (except if you have a 12' x 17' pool, in which case you only have two different sizes.) Some of the rails are 37 1/2" long and some are 39" long. Reference the size chart in Step 10 for your exact pool. It is very important to separate the wall rims by size now. Inner St 5/8" x 5, on top c Bottom Wall Rim 1" x 5/8". Used on the bottom of the pool. Fig. 31 Metal Bottom Wall Rim Fig. 32 Resin Bottom Wall Rim * IMPORTANT: Make sure you are using the bottom rails and not the inner stabilizer bars. The bottom rails on some pool models are made of resin and not metal (see Fig. 31 and Fig. 32). The stabilizer bars are always metal and they have male and female end. The bottom rails are the larger width rails that have the straight cuts on both ends. The bottom rails do not interlock (see Fig. 30). A) The 37 '/2" long bottom wall rims go in between the straight side uprights. You simply press them down inside the straight side bottom connector on each side. These wall rims will eventually need to be sitting flat on the ground, but you can do that as you are leveling the pool. B) In most size pools, the four 39" bottom wall rims are for the "corners." One side snaps into the straight side connector on the final straight side upright, while the other side slides into a bottom plate or bottom cuff as shown in Fig.33 or Fig.34. Q You should have an even number of the longest bottom wall rims, as well as, an even number of bottom plates or bottom cuffs (depending on the model pool you have.) These will form the curved ends of your pool. Half of these wall rims and plates/cuffs will go on one end and the other half on the other end. Slide each wall rim into the plate, or cuff, up to the stop as shown. Be sure that the plate, or cuff, is outside of the half circle created on each side of the pool. Once all wall rims are assembled, you should now be able to see the entire shape of the oval pool on the ground. Fig. 33 The bottom wall rim is inserted up to the dimple only. 'a r The bottom wall rim is inserted up to the dimple only. r Fig. 34 Traditional Buttress Fig. 35 Buttress -Free l a Straight side Bottom Rad 371/.2 \ Corner 8aKom Rad 39" Fig. 36 Curved Side Bottom RW IMPORTANT: Some pools have resin bottom plates or resin bottom cuffs rather than the traditional metal bottom plate. Please refer to yourpool parts breakdown sheet to confirm which component applies to you particular pool. STEP 10 - IDENTIFYING WALL RIMS: When you un -pack the pool separate out the different wall rims that go indifferent parts of the pool. This is very important: Incorrect placement of the rims w11 result in a pool that needs to be 're=installed. The rims that ;go on the bottom of the pool care called Bottom Rails. The Bottom Rails are 1" wide. The rims that go on the top of the pool wall are called Inner Stabilizers. The Inner Stabilizers are 5/8" wide. Seethe chart in Step 10 to see where each part is installed on the swimming pool. BOTTOM RAIL AND STABILZER LAY OUT Oval 802. 8X15 10x16 10x19 12xi 12x20 12X24 15X24 15 x 26 15x3O 18x33 18x40 21x 4343 QUANTITY 10 10' 6 6 12 10 10 10 10 10 12 12 10 BOTTOM WALLL RAIL CURVED END OF OVAL LENGTH{ 25-1/4" 25-1/4" 38" 38" 38" 38" 39' 49" 49" 49" 50" 59, 54-1/4" RADIUS 4' 0" 4'0" 5' 8" 6 6" 5' 6" 66, 56, 7' 6" 7'6' 7'6' 910. V a. 10, 6" QUANTITY 10, 10, 6 6 12 10� 10, 10, 10 10� 12 12 4 TOP WALL STABILIZER CURVED END OF OVAL OF OV LENGTH 29-1/2" 29-1/2" 42-5/8" 42-5/8" 42-5/8" 42-5/8" 42-5/8" 53-114" 53-1/4" 53114" 54-118"54-116- 54-7/16 RADIUS 4' 0" 4' 0" 1 5' 6" 5' 6" 1 66" 5' 6" 1 5' 6" 7-6- 7' 6" T 5' Y 0" 9 0" 10' 6" QUANTITY 4 4 4 4 NIA 4 4 4 4 4 4 4 4 BOTTOM WALL RAIL TRANSITION (4 CORNERS) LENGTH 27-1/4" 27-1/4" 42-5/8" 42-5/8" NIA 39" 39" 45" 39" 39" 39" 39" 531!2" RADIUS 9' 0" V 0" W 0" 9' D" N/A 9' 0" 9 0" 9' 0" gal 9' 0" V 0' 9' 0" 1tJ 6 QUANTITY 4 4 4 4 NIA 4 4 4 4 4 4 4 NIA TOP WALL TRANS1TfON (44 COR CORNERRS) E LENGTH 29-1/2' 231/2" 41-3W 41-3/8' WA 37" 37" 43" 37" 37" 37" 37" NIA RADBJS 9' 0" go- 9' (r 9' 0" RYA 9 T 9 a' 9' T 910" go- 9' (r V 0" NIA BOTTOM WALL RAIL QUANTITY N/A 2 2 4 2 2 4 2 4 6 6 10 12 STRAIGHT"SIDE OVAL (BETWEEN STRAIGHT SIDE IG LENGTH NIA 37-1/2" 37-117 37.112" 37-117 37-1/2" 37-1/7' 37-1/2" 37-117' 37-117' 37-112" 37-1/7' 37-1/7' UPRIGHTS) RADIUS MA '90. 9, V` ,5 0• '9' 0" 'S 0" 9' 0" 9' 0" 910, J 0" 9 0" 9' 0" 9' 0" TOP WALL STABILIZER QUANTITY NIA 2 2 4 2 2 4 2 4 6 6 10 12 STRAIGHT SIDE OF OVAL (BETWEEN STRAIGHT SIDE LENGTH NIA 33" 33" 33" 33" 33" 33" 33" 33" 33" 33" 33" 33" UPRIGHTS NO S WEDGE) RADIUS N/A 91011 910.1 910.1 9' 0" 9101, 9101, 9' 0" 9' 0" 9101, 9' W 919, 91011 TOP WALL STABILIZER {QUANTITY 2 4 4 6 4 4 °6 4 B 8 8 12 14 STRAIGHTSIDE OF OVAL (AT STRAIGHT SIDE LENGTH Irl 4" 4" 4 4 x' 4' 4 4^ q"EACH UPRIGHT NO SWEDGE) RADIUS 9'0" Y 0" 9' 0" 9'0" 9' 0" 9' U. 9' 0" 9' 0" 9101, 910.1 9101, 9101. 9' 0" STEP 11— SQUARING THE STRAIGHT SIDES: Now that the bottom structure of the pool is fully assembled, make sure that the straight sides of the pool are perfectly in line with each other. We refer to this as "squaring" the pool. This is done by measuring from the out- side of the first straight side upright on one side, to the outside of the last straight side upright on the opposite side (the two straight side uprights farthest from each other.) When making these measurements they should always be taken from the lower 12" of the straight side uprights because the higher up on the straight side upright you go, the less accurate the measurements will be. Once you have that measurement, you should measure the distance between the two opposite straight side uprights the same way (as shown in Fig.37 and Fig.38.) The two measurements should be exactly the same. If they are not, adjust one entire straight side as necessary. This is a very important step, do not continue until the measurements are identical. Traditional Buttress Buttress -Free The following are detailed diagrams for every size oval pool that we make. Most of these measurements apply to both the Traditional Buttress oval assemblies and the Buttress -Free oval assemblies. Please use the diagram that applies to your pool to make sure you have everything in its proper position before pro- ceeding with these instructions. Taking a few minutes to check these measurements now can save you major time and efforts down the road if something; is not correct. 8.-5 7., Il 1 91-111.3,, 10'-28' 8 8x 12 -- 3'-6"----- 15'-2 1., j t Lj .. ; 3., i 10'-0$ 10 x 16 8x16 8 8.-5 7., Il 1 91-111.3,, 10'-28' 8 8x 12 -- 3'-6"----- 15'-2 1., j t Lj .. ; 3., i 10'-0$ 10 x 16 8x16 --- --------- ---- -- 148 2 FT. 4 IN.) 12 x 20 *All measurements are in inches unless otherwise identified. R71 12 x 17 R71 42 42 10 30 148 2 FT. 4 IN.) 12 x 20 *All measurements are in inches unless otherwise identified. R71 12 x 17 R71 (12 F 286.5 (23 FT. 10 "' IN.) ----42-- - 42---- 1 I 186 (15 FT. 6 IN.) 12 x 24 288 (24 FT.) 42 33 42 R71 *All measurements are in inches unless otherwise identified, 15 x 24 -- --- - 318 (26 FT. 6 IN.) - ------ - 42 —42-- 10 y 27- -� 1 5-- 50 ' --\ 131 I 1. 204 162 182 182 186 J 186 182 (15 FT. 6 IN.) �� 182 86 (15 FT. 2 IN.) � �! -- 2 15x26 - 360 (30 FT.) —42-- 42 -_4242 9 10 19 x-27_ 15 0 -90 1 \ 131 162 182 �, 186 \ 182 22'1 T$S T82 15�FT.6,IN. ( ) 1 182' I 186 (15 FT. 2' IN.) I 221 r - i \'� 1 15x30 *All measurements are in inches unless ntherwice identified R90 R90 (18 (18 F 396 (33 FT.) 4? i:IM19i 480;(40 FT.) 1'108' 18x40 *All measurements are in inches unless otherwise identifier) *All measurements are in inches unless otherwise identifiers STEP' 12— LEVELING THE STRAIGHT SIDES: The leveling of the straight sides is a very crucial part of a good installation. If this is not done accurately it will cause a lot of problems for you. The strap end channels are two inches deep. The top of the strap end channel needs to be level with the ground. The bottom plates or bottom cuffs on the curved sides also need to be level with the ground. One at a time we recommend digging the strap end channels into the ground. Once all of the channels on a side are level, put a 2" x 8" x 16" patio block under the back of each strap end channel as shown in Fig.39 and Fig.40. This must be done for each strap end channel. Remember the block is two inches deep and so is the end channel. You will need to dig down a total of 4" where the block is in order to get the top of the strap end channel to ground level. Once you have completed one entire side, do the same for every strap end channel on the opposite side. After that is complete it is a good idea to check that your straight side uprights are all level from top to bottom by using a carpenters level. The pressure plates and straight side bottom rails ensure that your bottoms are still 42" on center Be sure that the tops of the straight side uprights are as well. ;. 40 ind 91 STEP 12A— LEVELING THE CURVED SIDES: The next step is to level the curved sides of the pool. Before doing this you may want to measure the overall length and width of the pool to ensure that it is the same size as shown on step 10 of this booklet. If it is off by a couple of inches your wall will not fit properly. You can fix this situation by simply sliding the curved side bottom rails in or out of the bottom plates or bottom cuffs as shown in Fig.42 and Fig.43. This should be done an even amount for each plate or cuff. Once you are certain that the pool is the correct size, level the curved sides of the pool. Do this by placing a 2" x 8" x 16" patio block under each of the bottom plates or bottom cuffs. The blocks will need to be sunk into the ground so that the bottom plates or bottom cuffs are at the same level as the tops of the strap end channels. It is also important to make sure that the rails between the plates or cuffs are resting flat on the ground. Fig. 41 LEVEL PATIO BLOCK NOTE: (heck for levelness in all directions. When placing patio blocks under curved side bottom plates or bottom aft leave T' of the block inside the pool and V' shcW g outside of the pod. Fig. 42 Fig. 43 STEP 13 — WALL INSTALLATION *** DO NOT ATTEMPT THIS STEP IN WINDY CONDITIONS THE WALL IS VERY HEAVY AND EXTREMELY DIFFICULT TO MANAGE ON A WINDY DAY. IF THE WIND DOES CATCH THE WALL DURING INSTALLATION, IT CAN CREATE DANGEROUS SITUATIONS AND/OR CAUSE DAMAGE TO THE POOL. Before beginning the wall installation, you may remove a curved side bottom rail to cart in sand or sifted soil for the pool cove and base as long as your curved sides are staked in position (make sure you return the bottom rail to its proper position once you are done with this). In this step, you should flatten the carton the wall came packed in, and use that as a base to unravel the pool wall as you install it. We recommend the skimmer and return hole to be placed at one of the four corners of the curved sections of the pool (as shown in Fig.44). The skimmer location is determined by where you start the wall. You can hide the wall joint assembly on most size pools by beginning the wall in the middle of one of the curved side bottom plates or bottom cuffs. Unfortunately, you will not be able to hide the wall joints behind an upright on some of the smaller size oval pools. Doing so will cause your skimmer and/or return pounch out to fall behind an upright, which you can not have. In any case, the wall joints MUST be one of the curved ends of the pool and not one of the straight sides. Unravel the wall a little at a time, inserting it into the bottom rails as you go. Do not unravel the entire wall at once, as doing so will make the installation much more difficult. As you unravel the wall, you may temporarily install the stabilizer rails, or use landscaping stakes with clamps to keep the wall in place (as we show in Fig.45 and Fig.46). We recommend that in addition to the stabilizer rails or stakes that you temporarily use small pieces of duct tape from the top of the wall to the top of each of the straight side uprights as added support during installation. If the sidewall appears too long or too short, make the curved sides larger or smaller by equally sliding the bottom rails in or out of the bottom plates or cuffs (see Fig.42 and Fig.43 in step #13. If the ground is uneven, the wall may jump out of the groove in the bottom rails. Correct this condition if it happens by rechecking the level of the entire pool. Fig. 44 Traditional Buttress Buttress -Free X = Suggested skimmer and return location. NZ 1Z Use stakes to support wall Use stakes to support wall STEP 14: WALL JOINT ASSEMBLY *** We manufacture two different kinds of wall joint assemblies. One has a simile row of bolts with wall bars and the other is a staggered double row pattern with wall bars. Please check which design your pool has and follow the appropriate instructions below. Type #1 Single Row IMPORTANT -This operation must be done carefully! When joining the sidewall, make sure that the strips do not touch each other. One Interior ) Exterior bolts will touch this bar the bar must be inside the p (the and one bar � must be outside the pool (the nuts will touch this bar). Insert the bolts Wail Bar I with the bolt head to the inside and the nuts to the outside of the pool. �� !° I° Do not tighten until all bolts have been inserted. If your screwdriver slips and scratches the head of the bolt, file the scratch smooth so that it cannot puncture the liner. It is recommended that you cover the " f{� heads of the bolts, on the inside of the wall, with three layers of duct i ° \ tape. If the insertion of the wail in the bottom rail is tight at the point where the wall is joined together, insert a screwdriver and twist to Fig. 47 make enough room, again being sure not to ratch the wall or the bottom rail. REMEMBER: ALL NUTS. SHOULD BE AS TIGHT AS POSSIBLE USING HAND TOOLS. BARS MUST NOT TOUCH EACH OTHER. EVERY HOLE FROM TOP TO BOTTOM OF THE WALL'WALL BAR SYSTEM MUST HAVE A SECURELY TWHTFINF.D NLIT AND BOLT. IF THIS IS I)ONM INCORRECTLY YOUR POOL WILL BREAK Type #2 Staggered Boit Pattern IMPORTANT - This operation must be done carefully! When joining the sidewall, make sure that the strips do not touch each other. One bar must be inside the pool (the nuts will touch this bar). Insert the bolts with the bolt head to the inside and the nuts to the outside of the pool. Do not tighten until all bolts have been inserted. If your screwdriver slips and scratches the head of the bolt, file the scratch smooth so that it cannot puncture the liner. It is recommended that you cover the heads of the bolts, on the inside of the wall, with three layers of duct tape. If the insertion of the wall in the bottom rail is tight at the point where the wall is joined together, insert a screwdriver and twist to make enough room, again being sure not to catch the wall or the bottom rail. • If you are missing any hardware, do not leave empty holes in the wall joint assembly. Doing so will cause your pool to break! See your pool dealer for additional hardware in the case of shortage. STAGGERED BOLT WALL BAR SYSTEM ' Every hole from top to bottom of waltANall bar system must have a securely tightened nut and bolt. 'Wall bars must not , touch each other inside :=feta tsar -' Side Wall inside oIp l Ntr CM Tc outside of pool Outside :sail bar of Pool Top View c+t r-4 Fig. 49 3!:4'* Bolts ��r 1�+cll ti'�dC Peoi ;=:all Pool wad qP Nall bar t t,:t"Nuts ?atstd- )I vA REMEMBER: ALL NUTS SHOULD BE AS TIGHT AS POSSIBLE USING HAND TOOLS. BARS MUST NOT TOUCH EACH OTHER. EVERY HOLE FROM TOP TO BOTTOM OF THE WALUWALL BAR SYSTEM MUST HAVE A SECURELY TIGHTENED NUT AND BOLT. IF THIS IS DONE INCORRECTLY YOUR POOL WILL BREAKS STEP 14: WALL JOINT ASSEMBLY (Cont.) Many pool walls come with a Wall Saver Panel. The Wall Saver Panel is a separate piece of the pool wall that has the skimmer and return openings in it. The Wall Saver Panel is joined to the pool wall at each end. Your pool will have 2 wall joints. On many size pools and many Wall Saver Panels this means that one (1) of the joints will be exposed and clearly visible on the outside of the pool instead of being behind a pool upright. This is normal. See Fig.49B for how the wall saver panel is installed in the pool wall. Hidden Wall Jc Fig. 49B Exposed Wall Joint Wall Saver Panel STEP 15 — PREPARING THE COVE: Using neutral alkalinity sifted earth or fine sand without pebbles, build a 2" base over the entire pool area to protect the liner. Make sure that the straps and the pressure plates are covered entirely. If the base does not fully cover the metal components, they will show through and will damage the liner. If using vermiculite or foam base, you must have at least two inches of soil or sand on top of the straps and pressure plates. Vermiculite alone will not properly cover these metal components, possibly allowing damage to the liner. Do not use any substance with high alkaline or acid content, such as peat moss. It will cause the pool to corrode. Next, using sifted earth or fine sand, build a 6" to 8" pool cove inside the metal wall along the entire circumference. The cove will prevent the liner from creeping under the wall and will also protect the liner from any metal corners of the pool framework. THIS STEP IS NOT OPTIONAL — IT MUST BE DONE! Since earth containing chemicals can cause discoloration or corrosion, it is suggested that you place polyethylene plastic sheeting under the cove around the perimeter of the wall, so no earth comes in contact with the metal. Since the presence of such chemicals is beyond the control of the manufacturer, such damage is not covered by the warranty. The plastic sheeting will not prevent a washout in the event that your liner is damaged. The plastic is only to protect the metal framework of the pool from corrosion. After the cove and base are in place, rake and tamp the entire pool area. Make sure that no sand remains on the wall above the cove. This could cause pinholes in your liner. STEP 16 — CURVED END UPRIGHT ASSEMBLY: It is easiest to line up all of the uprights next to each other. It helps to lean them up against a fence or some other sturdy object. On most models the top of the uprights can be identified by either an extra hole in the middle, or by an extra hole on each side (depending on which pool you have) for the decorator caps. Place the metal top plate on the upright making sure the holes line up and the hooked part of the plate is facing the open end of the upright (the side that goes against the pool wall). Now put a #10 x %2" screw in Put froni, the center hole only. Do not install screws in the two side top plan holes until 'later. This will make things easier and more efficient later down the line. Now install the fence post holders onto the uprights,if you have purchased a fence to go around your pool (see separate instructions). If not, or when that is completed, you should line the uprights around the pool at every bottom plate for your convenience later on. Fig. 50 Top Plate *This is one example of a top plate. The plate for your pool Fig. 51 may look a little different. Upright STEP 16 –CURVED END ASSEMBLY (Cont.) TYPE#1 - BOTTOM PLATE POOLS: - Models with metal or resin bottom plates will require one, two, or three #10 x 1/2" screws for each upright, depending on which model you have. Up - The top plates can remain unsecured for now, but they should be temporarily clipped over the wall to prevent them from falling backward. #10. Screw - If your pool has an additional resin "boot" for the bottom of the upright, secure them to the uprights at this point using two more #10 x 112"" screws. - Check curved ends of the pool for roundness again, making sure that the stakes he ve not been moved and your pool is still a true oval shape. TYPE#2 - BOTTOM CUFF POOLS: #10 Screw Bottom Plate Fig. 50 - Models with resin bottom cuffs, instead of bottom plates, do not require hardware in order to secure the upright at the bottom. Simply line up holes in the lower portion of the upright with the corresponding clips in the bottom cuff and push them down until they lock in place. When this is done properly the upright will not be able to be pulled up without bringing the bottom cuff with it. - The metal top plates can remain unsecured for the time being, but they should be temporarily clipped over the wall to prevent them from falling backward. - Check curved ends of the pool for roundness again, making sure that the stakes have not been moved and your pool is still a true oval shape. Fig. 43 Be sure that the holes in the i upright line up with the dips in the boot, and that they snap securely in place. Fig. -+-►4 l Be sure that the holes in the upright line up with the clips in the boot, and that they --- (—snap securely in place. STEP 16 —CURVED END ASSEMBLY (Cont.) ACCENT CLIP INSTALLATION (Not applicable to all models of pools): Sortie bottom cuffs and/or uprights have separate accent clips. This is a good time to snap those pieces on if your pool has these. Below are some examples of accent clips. Fig. SS STEP 17- LINER INSTALLATION: If you opted to use the stabilizers to help hold the wall up, then you will need to take them off while installing the liner. Do not place the liner directly over the skimmer or skimmer return cutouts. Place the liner at the center of the pool with the flap from the seams facing down. (For print liners, leave the print side facing up.) Spread the liner so that the bottom seam of the circumference is resting on the cove evenly around the pool. The seam should not be up on the wall or shifted to one side. These conditions will cause tightness or stretching of the liner when the pool is being filled. Fig. 56 POOL WALL CO CORRECT LINER SEAM Resting evenly on or near the cove of the pool. Seam may not always lie on the cove as pictured, so your focus should be to keep the seam consistent around the pool. 'E INCORRECT LINER SEAM Shifted up wall. This should not be done. Correct this situation if it occurs. Fig. 57 *Find the center point of each end of your liner and make sure you line that up perfectly with the center point of each end of your pool. *NOTE: Line wall seam straight up and down, away from skimmer and skimmer return. STEP 18- HANGING LINER: There are a few different types of liners on the market today. The three most common liners are the Overlap, the Snap Bead, and the V -Bead liners (Also referred to as J -Bead liners). Please be sure which one you have and follow the appropriate step below: TYPE #1 -OVERLAP LINED Starting at the liner wall seam, hang the liner over the wall making sure that the seam is straight up and down, perpendicular to the floor. This will assure you that the liner begins going over the wall straight. As you put the liner over the wall you can secure it by using the plastic coping strips to keep it in place. If you end up with excess material, continue around the pool, pulling excess liner evenly, and distribute over the wall until the excess is gone. Fig. 59 Plastic coping is installed"v+�"'v _ Liarer at this time to hold the liner in place SNAP BEAD LINER With a snap bead liner, you will not use the plastic coping strips that are packed in the parts carton of many pools. You can discard those pieces (if they are included). Instead, you should have received a beaded liner track (referred to as a o coping bead receiver in the below diagram). The beaded liner track should be installed onto the pool wall all of the way around the pool. These pieces should be as close together as possible. Leaving spaces between bead tracks can cause liner problems down the road. Once all of the beaded liner track is on the wall, you can snap the liner bead into the beaded liner track at four random points around the pool. After that is done, and you: are satisfied with how the liner is situated within the pool, you can continue snapping the remainder of the liner into place around the pool. Go around the entire pool again: making certain that the liner is securely snapped into the track. This is important to confirm so that the liner does not pull out while under the pressure of being filled with water. Fig. 60 P;es'ir- Mo. ng • Top Wall Rim Coping Bead (supplied with pooh Receiver .E Beaded Luer Hoot wain Pod Water Fig. 61 STEP 18- HANGING LINER (Cont.) - With a V -Bead liner you will not use the plastic coping strips that are packed in the parts carton of your pool. You can discard those pieces, if they are included, as they only apply to pools with overlap liners. - The top of the wall of the liner has what is called a "V -Bead" welded onto it. Simply open up the bead with your fingers and hang it directly on top of the pool wail. When this is done properly, the only portion on the outside of the pool wall is approximately 1" of the V Bead. No printed liner material is actually going over the top of the wall to the outside of the wall. - Make sure the bead is on evenly around the entire pool, and that the liner is hanging straight down from the top of the wall. The liner should not have creases in it because it is twisting around the pool. If the liner is twisting, it is because it is not sitting properly in the pool. Make necessary adjustments before proceeding STEP 19 - LINEA ADJUSTMENT (Foy- Overlap liners ONLY) Once the liner is securely in place by coping, temporarily pull wrinkles in the floor towards the side wall evenly, leaving the wrinkles at the cove. When the liner is correctly positionned, there must be no air between the Iiner and the ground or side wall. Remove wrinkles at the cove by adjusting the amount of material over the wall. Do not pull too tight- leave the slack on the sides. When a liner is properly installed, there is no downward pressure on the liner. The liner could pull in if it is hung too tightly. Start filling the pool. When the water is no more than 1" deep, check the levelness. If water runs to one side, pull back the. liner and make the ground level. When level, continue to fill and adjust the liner. Do not cut the skimmer and return holes in the liner until fully adjusted and the pool is 1/3 filled. Fig. 63 Fig. 64 1"CCM comci Vj tN;>T LFAVf A GAP BE TWUN L;N! a, W) AR SPACE @£ t1:"EEN AND COVE. TwS Wt L CN,)SE DOWN L : t r R 0.10 !' ; A«^J( ,; MM () $4(#-SSJRE C04 ThE i. WE R STEP 19 — INNER STABILIZER INSTALLATION: When the liner is completely adjusted and the plastic coping is secured, the next step is to install the top wall rims. You should have four different size top wall rims (except for 12' X 17' pools which only have three) Reference the chart in Step 10. You should have some 8" rads, some 33" rails, some 37" rails, and an even number of longer rails which have one tapered side and one straight cut side. Separate stabilizers into different sizes now. A) Starting at the first upright on one of the curved sides, push one of the longest top wall rims over the coping so it fits snugly. Be sure to leave the straight cut end of stabilizer slightly raised so that the next stabilizer can interlock as shown below. As they are progressively installed around the curved side of the pool, note that the tapered end of the stabilizer easily telescopes into straight cut end of the previous stabilizer. The tapered end should be inserted approximately 1" into the adjacent stabilizer. This allows for adjustment either in or out. Continue this until you get to the last curved side upright and then do the same with the remaining long stabilizers on the other curved side. B) Once the curved sides have been completed find the four 37" stabilizer bars. Push these stabilizers over the coping in the "corners" in the same way with the exception that they do not interlock into any other rails. Remember, the "corners" are the space between the last straight side upright and the first curved side upright. There may be a small space between the stabilizers. C) The 33" stabilizer bars arealso independant. These rails are used in the spaces between the straight side uprights. D) Finally, the 8" stabilizer bars are installed directly in front of each straight side upright. Because of the manner in which the wall bends around the straight side upright these stabilizer bars are installed so that the ends of each bar are bending out away from the center of the pool. Inner stabilizer Rail Plastic coping or beaded liner track Liner *Rolf liner up and inward to hide excess underneath top rail. (Rolling inward will prevent water from collecting in flap.) Do Vi!g. 65 not trim excess - this may cause liner to pull in! Traditional Buttress Comer Top Wal Ren Curved Side Top Wal Rim StaiglU Side Top Wal Ran (33') Buttress -Free Fig. 66 Corner Tap Wal Rim Curved Side Tay Wao Ren Straight Sale —.. Top Wall Rim (33') Fig. 67 - diner Coping STEP 20 — STRAIGHT SIDE TOP PLATE INSTALLATION: Now is the time to install the straight side top plates. Simply place each one over a different oval upright and the stabilizer rail, snatch the holes on the top plate to those on the straight side upright, and fasten them together using four #10 x YZ" screws in each. Straight side top plate drops inside straight — Straight side side upright top plate & is attached on sides with 4410 screws #10 screw Straight side upright Fig. 61 STEP 21 — SECURING THE CURVED SIDE UPRIGHTS• For the uprights on the curved ends of the pool, you can now pull the front of the top plate (the hooked part) over the stabilizer bar and, after you are positive that the upright is level, you can now add the final two screws necessary to secure the uprights to the pool. If the uprights are not level, it will be very difficult to get the top rails to fit together. It is a good idea to use a carpenter's level to check that the upright is standing perfectly straight. If the upright is leaning left or right this is easy to correct before putting the final two screws into the top plate. * Sample Top Plate - Yours may look a little different Top Rail *Top Plate Lift back of top plate up slightly to snap over the stabilizer rail .40 Put front screw of top plate in loosely Fig. 62 Upright Pool Wall STEP 22 — TOP RAIL INSTALLATION: Your pool either has metal top rails, or resin top rails. Please notice the different hardware that is necessary for the resin top rail pools. You should have two people while installing the top rails. If a top rail falls in the pool it can cut your liner. • You should have two different length top rails with your oval pool. The 41 %4" long top rails (measured from longest point to longest point) are for the straight sides of the pool. Note, the four rails that connect the curved side uprights to the straight side uprights are 41 '/4" rails. • Install all straight side rails (41 '/4") first by placing them on the top plates, lining up the holes in the top rail with the holes in the top plates, and secure them down using four #10 screws for each top rail. All screws should be put on loose and tightened after all rails are on. • Once all of the straight side rails are done, install the longer rails on the curved sides of the pool in the same fashion. RESIN TOP RAIL #"'0'"x'. wAh with INSTALLATION washer washer T T Resin Top Rail I #10X%" t ; Metal Top Plate Fig. 72 ' �, Pool Upright RESIN TOP RAIL INSTALLATION: Rem Top Rail #10 x % VVw a resin tap ral pod is assembled, you crust use special hardware to attad l the resin top rail to the mat top plate. Please see the Fig 65 The special haid&we is: a) A#10 scan that is 1" long. b) A washer with the screw to distribute the pl essme more evenly. Traditional Buttress Straight Side Top Rad - Buttress -Free Straight Side Top Rag - 1' I. 70 Ar'. ;. 71 TOP RAIL o TOP PLATE o�i DO NOT TIGHTEN UNTIL ALL OF THE TOP RAILS HAVE BEEN INSTALLED. *USE TWO PEOPLE FOR INSTALLATION. IF A TOP RAIL FALLS INTO THE POOL, IT CAN CUT THE LINER. Fig. 73 STEP 23 —TOP COVER INSIkLLATION: TWO PIECE RESIN TOP COVER WITH ATTACHMENTS ON THE SIDES There is a straight support with a square cutout to fit the oval upright, instead of an angle support supplied for the curved ends. It attaches the exact same way as the angle support. LARGE TWO PIECE RESIN TOP COVER WITH ATTACHMENT IN FRONT:(DOES NOT INCLUDE 6"TOP RAIL POOLS) The curved end angle support is slightly larger than the straight support. The straight support is not filled in the back. Q STRAIGHT SIDE SUPPORT Used on the straight side of the pool -notice the square cutout. Use on oval uprights. Fasten bottom half of top cap to upright using #10 screws. Secure top half to bottom half using #12 screws. #12 7�} #1{i 2 PC RESIN TOP COVER. -Center small half over hole in the top plate as shown and attach with a # 12 screw. Slide the large half over the small half and secure using two #10 screws. #12 #2 #10 1) Attach the inner top cap using a #12 Screw into hole #2. Small Ha Inner Cal TOP VIEW OF CURVED SIDE ANGLE SUPPORT: Larger than straight side support. Has back wall. Use on curved end uprights. �- Back wall TOP VIEW OF STRAIGHT SIDE SUPPORT: Smaller piece that is open in back. Use on oval uprights. No back wail ONE PIECE RESIN CLIP -ON COVER: This installation requires no hardware. Simply hook the back end of the top cover into place, and use your fingers or a screwdriver to gently flex the front tabs enough to hook the cover in place. Make sure that the top cover is centered over the upright when installing. Side view of top cover and top rail L Swing this end around and Hook this end first. gently flex tab into place. BUIriose rad is used for the illustra ion, tart installtcrt is the sane for all 1 pc. dip cn resin oomm 2) Attach the resin outer Top Cap using a #12 screw into hole. Put the grill over the screw when finished. See Diagram below. #12 x 3/4" screw op Cap Grill and Top Cap Important Pool Safety & Maintenance Keep your pool wall and frame clean. Always wash away any deposits of pool chemicals which land on the frame of your pool. Wash periodically with a mild soap solution (aro abrasives). At least owe a year use a clear non -yellowing household war on all metal components. Your pool and liner must be inspected regularly for leaks, corrosion, scratches, and punctures. If any Mena is found IMMEDIATE CORRECTIVE ACTION MUST BE TAKEN'. Small repairs and punctures in your barer may be easily repaired using repair kits available at your local dealer. Scratches on your pool wall & frame must be touched up vwi;ih anti -rust enamel. Wire brush all rust and add a coat of enamel primer followed by a coat of color matching paint. Pool water is full of various caustic chemicals, which will corrode metal parts. if any corrosion is allowed to continue, failure of the pool structure may occur which could result in excessive property damage as well as bodily harm. The skimmer arcus and below it are particular areas Oud mast be carefully and ruby inspected. If this area is wet, and remains wet for any length of time, it usually means there is a mall leak. Skimmer/skim return gaskets must be replaced when they become defective. Water must not be permitted to continually run down the wail, d neglected pool wffl teak. If proper sidnarteNdtmter return gasket cane is not mairtained, your vwwity vitt be vada Be sure to follow all local and state safety regulations when installing any accessory to your pool. Any decks, and all entries, must be careftffy monitored for safety and access to pool. Installing any other manufacturWs deck or slide is strictly forbidden! Winterizina Your Pool During the winter your pool is subject to more stress than in the summer, and any breakage that is caused by incorrect winter procedures is not subject to any warranty with this company. All of our pools and liners are designed to be left up all winter, but nonetheless are subject to the warranty of the liner being purchased. Continue to chlorinate and filter until the pool is closed down. Before closing down your pool for the winter you must snake a complete inspection of the pool. Check all the connections to make sure everything is tight and in good condition Check to see that the liner is snugly held in place over the wall. Check for any indication of rust or deterioration in any part IF ANY OF THE ABOVE IS F AULTY YOU MUST CORRECT THE SITUATION IMMEDIATELY Lower the level of water to about one foot below the skimmer intake and return holes. Throughout the winter you must continually check this level, as it must not reach the skimmer holes at any time during the winter. During the winter the pool requires the use of an equalizer to allow for the expansion and contraction that occurs when ice is formed and to hold cover up. This can be a product manufactured for this express purpose and is available at your swimming pool dealer. The use of a winterizing agent will simplify the start up of your pool next season. A cover designed for winter use is also recommended to keep pressure on the equalizer so it is forced into the water, keep dirt out, and at the same time, serve as a safety covet If your skimmer is supplied with a winter plate and cap you must still follow the same steps as above. It is essential that no water be allowed to run down the wall for any period of time. If your skimmer did not come with the winter plate it is available at a nominal charge at your dealer and is recommended. Important Winter Rules After your pool has been winterized and all steps, carefully followed, the following checks, and procedures must be.,strictly followed daring fall, winter, and spring seasons. Your pool warranty will be invarld'if pool -has been improperly winterized andthe following procedbres not strittly adhered -to. Pools that have been incorrectly winterized have been Mown to collapse under the tremendous pressures exerted by ice and snow. A pool that is left up during the freezing temperatures must not be allowed to leak. It is not uncommon for a leak to develop dtmng rigorous summer usage `and go undetected. What is thought to be water loss due 10 evaporation or spillage may be caused by a small leak. Persistent wet .areas .around the pool should be inspected. To determine if your pool is leaking, mark the liner at the water level and closely observe the water level in the pool for a period of 10 - 12 days after the pool is closed for the season. Any rain during this period may compensate for any undetected water leakage. Therefore, the observation period must be, extended to find any leaks. Maintain a strict leak inspection schedule throughout fdll, winter, and spring months. Spring thawing which frequently leads to ground heaving can be, especially dangerous if care is not taken. Maintain a strict inspection of the inner skimmer housing to see, that water is, not. leaking at. the: gasket. If the, skimmer was not removed, water should not be allowed to collect in the skimmer housing as the water will freeze and crack the -housing :and cause possible damage to the wall. Should ice, or anything else, cut your pool linerallowing the pool to empty, be sure to release the cover thereby removing the -weight from the top of your pool. Failing to do so ,can cause your pool to collapse. Consult your pool dealer for the proper winter chemicals for quick spririg start up. During the course of the winter the liner may pull out of it's coping due to no fault of the pool installer. Due to freezing and thawing of the ground; the ground sometimes sinks and the liner with the weight of ice or water will sink also, thus pulling the liner out of it's. coping Be sure to pull off all excess snow and ice from the winter cover. Do not permit ice skating., or horseplay during, the' winter as this, can cause pool and liner damage, as, well as, serious injuries. a � ^ S7, }` \\ 7 { \\ � \ \ � � v �� .. . 4w all � � �_ �\ . �\` / ] . ' / / \�\� IL tA40 r:lu ro 75f LL . . . . . . . . . . . � ^ ^ }` \\ { \\ � \ \ � � v �� .. . 4w v C C z W (� ro LL0 0 c t v Cf') c 2b�= a�r s gE3�ng i f v i v �^yrL 9;9113 DipecUons j. Fill in the blanks. Please print legibly. 1 © L tit . r 2. Indicate in the check box which detail from page 4 _ 7 I will be used. 51q117Size and Spacing of Lagsfaxarr�Oie: Tyro r2'x 4 lrrrags 9t6'D.GJ Type of decking Q _x�_ - �)eck Section (exarr;p . 1 x 4 or 2 x 6 - Trex) Existing bldg. 36" high guard EC 2x % O joists Electrical outlet with balusters spaced" apart required on decks spaced so that a 'E (example. 2x 10' spaced 24' apart) 4 Inch diameter sphere cannot Approved pass through %flashing CO. required Ream splices to occur over posts with t 112" bearing X beam (example: (2) 2 x 10 •see detar e! Attach decking with non corrosive fasteners i B 2x_10 rim joist 4 Ta ••• • } I^X3•^.^. P: 2 X f • 5P� A°.rr-Ai^ E 9; $ 92j m Detail 13 0 Alternate Detail 81 :Xposts lioADetail A lte page 4) Detail B2 lave Pspaced s� " apart lsee c see Page 3) _ (exarrNe: 4 x 4 posts epaccxi 8` ami E Conditions such as attachment/1,to cantilevers or veneers may "' Span2 require Engineer's approval u- (example: 13'.4°) Sean Type Ul sl ing (exisrrng j IV Detail C �"i Finished grade : �+ Note: Emergency escape windows are allowed to be installed under decks and porches provided the location of the deck allows the emergency escape window to be fully opened and provides a c path not less than 36' in height to a yard or court. 6T requited for walk out basements or patios. CO Note: A plot plan (plan view) showing the dimensions of your project or additions and its relationships to existing buildings or structures on the property must be included. In addition to project dimensions, your plot plan must also show other details such as post iocations and spacing, joist and beam spans. and any other pertinent information not shown on the section drawing. This handout was developed by the Colorado Chapter of the Inte=rnational Code Council as a basic plan submittal under the 2012 International Residential Code. It is not intended to cover ali circumstances. Check with your Department of Building Safety for additional requirements. 2 Wheat Ridge — Existing building Beam splices to Approved flashing required behind existing siding occur over posts Attach to joists with non -errosive fasteners with 1 112" bearing + Attach ledger to existing bldg. i l with non -corrosive fasteners. Locate fasteners to penetrate rim joist or wall studs. — Non -corrosive metal joist hanger Non -corrosive J L- Approved flashing metal joist Conditions such as attachrr>ent to cantilevers or hanger veneers may require Engineer's approval Secure posts to beam Full depth 2x solid blocking with through bolts J ��M M Beam splices to I Beam splices to occur over posts occur over posts with 1 112" bearing Non -corrosive metal with 1 112" bearing post/beam connector 9/9/13 Secure posts to beam with through bolts J tion -corrosive metal postfbeam connector Secure posts to beam with through bolts 24" Non -corrosive metal post/beam connector 'I(min.) diameter anchor bolt Non -corrosive metal post anchor embedded T' mint. into concrete pier ---� or the equivalent \ Finished ale :' 8" min. It less than 8". post trust be decay resistive E 8" (min.) diameter pier 7t :1' c -vo 1 This handout was developed by the Colorado Chapter of the CO3 Ik W International Code Council as a basic plan submittal under fat the 2012 International Residential Code. it is not intended to Check Department epi/o. cover all circumstances. with your of Building Safety for additional requirements. Oi di 141 9/911 Tempered windows may be required / - Decking Light- � Door to interior - Electrical outlet Stairs Show post and pier size } 1 t j 1/4'= 1 Install diagonal brace tol underside of deck joists � x ►� x 7 x x= Show Dimension N A 1 "=20' Nowa Dimensions are for reference purposes only 45.8 V Proposed Addition f s.� i� i 26.0 Concrete Slab for Garage " t One Story Frame Concrete Drive 131.0 This handout was developed by the Colorado Chapter of the International Code Council as a basic plan submittal under OF (+ 'heat the 2012 International Residential Code. It is not intended to cover all circumstances. Check with your Department ofevi Building Safety for additional requirements Rji �ai141, ' 9'!9113 Less more than ST from nosin 1 to'nosft � less than 4" 7,V4" max_dse Styy,��'. to } not f �ry CY[{} j., �.}���555� t& WS $mall , totfess-man 36- it t YY�iM1.3�3 [a: . ,Stakwrises � bO greater Ow 7 814". 'MTWRY',Uftds WU& have a mnWron nm of I 4: The ler Of AM 2nd the be ht of Riser stm# not vary more than 3/W in the entire run of the stair, 5. Stairs are required to be iffurrutated, 8, fl r1 risers pormftw it own* is (ess bran 4a. 7. pi rwt tM ter 3W Out 10 rare #W T. 19" stmil` IV 1 wIded on statwys VV4111 sow Wim, aw km than tV. a. Composite materia% (exat pte T'rOX) inay require 4 or awe strict r°a t11F:�s x n 1, Handrails "I be continuous on at least one side 4f stairs with;4 or more risers. 2. Top ofrwjS �i be not toss #= 34 mcfV S ifi more t r $ .w�cfwabove 5th A414jVs, 3 The Yds sha be rw less 9 M i- r14 Oches PlOr Mwe ten 21/4 des jo crass secton tff r&cWar handres. 4. Handrails 8ftail be placed not less than 1-1f2 inches from any wall or other surface. 5. Handrails to be returned to wail, .{ M or safety terminal (per 311,7.8.2 IRC) 1 1t4" - 2" Gripa4 wallo.r rather suite min, his l rutout was developed by the Colorado Chapter of t se International Code Council as a basic plan submittal under the 2012 it ernationsi Residential C We, ti is rot intwxwito cover alt dsrcu?x stances. Cbec:k wjtj your t tr r t of Buildwng Safety for additional reruir City of idge CO,NAMUNiT'l, DILVILLOPME-�N Whcatl Building & Inspection Services 7500 W. 291 Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: permitsCci.wheatridge.co.us FOR OFF14CE USE OTNLY Date: :5110 P*V�'V Zq00qqA ~ Revmw Fee. a q7/ Building Permit Application Complete all applicable highlighted areas on both sides of this form. hwA*nplete applicaflons may not be processed. *** Property Address: 0 1-17 t W C9 i( k o A U e a Property OrAw Erall: 14 (� C-) r\, (\ / 14 3S 2 gi ry\ a. I, (' r;' n-' Tenant Name (Cormnerend Projects Only) Address: S C, M , State, ArchitectlEncCuumr. ArchitectlEngineer E-mail: Contractor Name: I City of Wheat Ridge License;: 1=2=5-073 MIMMI Phone: Phone: 2 C� -- 3 q '/_ - C/ 7 7_,�__ Contractor E -mall Address: G h N C c (_ 0 n -S t 1 L3 C_ r3 r_r C For Plan Review Questions & Comnmft (please prkd)r- CONTACT NAME {please pfint)., -Phone: 202 -ZY7- L17 7 CONTACT EMAIL.Vease phrit): C L C 0 f\"� i L e Ic � eq r_C . C el r"' Sub ContracWs (Must provide Wheat Ridge License No & Signed Subcontractor Audwrizatiort- form): Electrical-, Plumbing: Mechanical W.R. City License # W.R. City, License W.R. City License 9' R P P I . (-- d - Other City Licensed Sub: Other'City Licensed Sub: City License # City License # ❑ CO11 MER+CML RESIDENTIAL Provide d'escritfion of work: For ALL projects, provide a deWl d description of work to be perfomied, including tg € urrent use of areas, uses, squwe footage, existing condifim and proposed new condition, appliance size andefficiency, type and amount of materials to be used, etc. Serenq 1�r� �se� �r�cG.����J Sq. FtAF 1800e de,k BTUs Amps Sys For Soles': KW #ofPanels liegWresstmctural For CommerdW Projects Only: Occupancy Type: Construction Type: Occupancy Load: Square Footage: _ Project Value: (Contract value or the cost of all materials and labor included in the entire project) OWNT EWCONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by ibis 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 Ot measurements show-n-andallegations 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 eutity.ou this applicationA, the a*icant for this buitding^permit application, warrant the truthfulness of the information provi lication. CIRCLE ONE (;OWNER) CO "I �"T�O _ (,�17THORIZE;DREPRESENTATIVE) of (OIY lt) (CONTRACTOR) L__. Signature (fust aBd last nam), UAW: /J — 7 Printed irlafe: (' r? ,� y A � , "r ZONING CENTS- Reviewer:2 J� BUILDING t?EPA C �t S RevPewer SJ" PUBLIC WORKS COMMENTS: Reviewer. :nom F-�7bK--9Pr ,„ �; 'DEC{,G- t« !o OCCUPANCY CLASSWWA-nobt CONSTRUCTM TYPE: -� I� 335- BuDding Divishm vaka#icm: Rev. 09/2017 RESIDENTIAL Building Permit – Plan Review Worksheet Address: I Qk 7 ( W• 5t l 4�,f Zoning: Lot Size: �(�i, qQ7 (,��s��) sq. ft. Lot Width: -y (�(gCc ( 6 �-A)ft. Property in the flood plain? kic) If yes, notify PW Floodplain Administrator and add surveying condition FLD Subdivision: K,Any conflict? (Y/N) Related Cases: Type of project (applicable survey conditions in parenthesis): CO:At permit, we need: Survey at foundation: Survey prior to 16 Accessory ISP, ILC or site plan none if in floodplain (FLD) ❑ Addition ILC and site plan if Win 2' of setback or in floodplain (FND) if in floodplain (FLD) ❑ New ILC and site plan yes (FND) if Win 2' of setback (NRS) if in floodplain (FLD) Maximum Lot Coverage: 2-5 Existing Improvements (footprints): House: sq. ft. Shed: sq. ft. Detached garage: sq ft. Other: sq. ft. Total Existing Plpfwko) sq. ft Lot Coverage % sq. ft. Proposed Improvements (footprints): House/addition: sq. ft. Shed: sq. ft Detached Garage: sq. ft. Other: CC.kc o 1`60 sq. ft. Proposed+Existing 266 sq. ft Lot Coverage — 6 % Required Setbacks: FR 3 �t�. —Sl S 1 S 151 R 30' �i(s PLkb(tc stfvT-0 Provided Setbacks: FR S V61 S tl'7' R -t-- COO For additions or new construction, is the structure within 2 feet of minimum setbacks? iv° n If yes, add surveying condition FND. Maximum Height: ft. Maximum Size: sq. ft. Proposed Height: ft. Proposed Size: sq. ft. Does the bulk plane apply? (Y/N) CJ If yes, does it meet on all sides (Y/N): FR S S R (See 26-642 and 26-120.C.1 — applies to all single-family structures (new, addition, accessory) in —R -1C and R-3) Parkland Conditions Does the permit result in a new dwelling unit (new structure or conversion from non -res use)? If yes, have parkland dedication fees already been paid (eg with a previous land use approval)? If fees are owed, add condition PFEE, notify owner, notify building division, enter fee amount in ADG. Rev. 09/2017 Streetscape Conditions Does the permit result in any of the following conditions? ❑ Construction of new roads ❑ Platting of new lots ❑ New development ❑ Additions that increase gross floor area (not just the footprint) by 60% or more (proposed floor area — existing floor area ) / existing floor area = % increase If any box above is checked... For SF/DUPLEX—Is there existing ❑ Curb ❑ Gutter L]5 -ft+ sidewalk adjacent to the property? If curb, gutter or sidewalk is missing, streetscape construction or fees -in -lieu will be required. MULTIFAMILY—Does the frontage meet current city standards? If not, streetscape construction or fees -in -lieu will be required. Fees -in -lieu of dedication or construction are due at the time the permit is issued. Access Conditions (apply to all new driveways, garages, additions, or new homes/units) ❑ For one and two-family dwellings, the first 25' of driveway area from the existing edge of pavement into the site shall be surfaced with concrete, asphalt, brick pavers or similar materials. ❑ For all uses other than one and two family dwellings, no vehicle entrances or exits may be closer than 25' to any property line, except when used as joint access for two or more lots. ❑ In residential zone districts, curb cuts shall be at least 10 feet and not more than 24 feet in width. ❑ One and two-family dwellings may have horseshoe driveways, provided that the street accesses are at least 30 feet apart, measured from the interior edges. ❑ For all uses, one access point per property is permitted. Landscaping Conditions (apply to additions and new dwelling units) ❑ For one -and two-family dwellings, one tree for every 70 feet of street frontage is required. Frontage of lot - width of driveway � / 70 = (round up for required trees) Street trees required: Street trees provided: ❑ 100% of the front yard and 25% of the entire lot must be landscaped prior to issuance of C.O. ❑ In the event that landscaping cannot be installed due to inclement weather prior to the issuance of a C.O., an escrow agreement with financial guarantees may be allowed to ensure future installation. 125% of the cost of the proposed improvements will be required with the agreement. These funds will be reimbursed back to the property owner or contractor once the improvements are in place. Dwelling Unit ❑ Not approved as an independent dwelling unit. #A - cm cmm tv A C � n ro d� S or a 121, K G l l O O C w A C y. My r 'K O. OQ �o rD w ry �•n t" 4 A G n d� ^i CD S C io .a OC c t c o d T m C � C w n a' CD y w A A cft g .� d � A d v A .G. � � oC d� o or a _ C*0 K l l O O C C y. My r 'K a�o � Qc �•n d� ^i S C io .a OC c t c o d T C � C w n a' CD y w A A > Cd 44 0 N U IRA j b4 w 0 'd 0 iU 0 LV A. tm. > C) > Q Cd 0 C 0 CI 0 0 ;5 C's -ReViewed for Zoning Compliance by the City of Wheat Ridge Planning Division APPROVED _7 DATE: COMMENTS: 4- - ----- cik, of PrWh,�, a f- FUdge 7 C()t4MIINt!0 I j ft APPROVED Date OW or ap"10-1 of pb- specofteaftom I-, or — -wwowd of any Vwww to i* Or Of IMY Oty ardkIMMI ftrsnft P emm? the provia" of 00 am" Nawbevand ; VLY ............ P J 7--3 7. > Cd 44 0 N U IRA j b4 w 0 'd 0 iU 0 LV A. tm. > C) > Q Cd 0 C 0 CI 0 0 ;5 C's -ReViewed for Zoning Compliance by the City of Wheat Ridge Planning Division APPROVED _7 DATE: COMMENTS: 4- - ----- cik, of PrWh,�, a f- FUdge 7 C()t4MIINt!0 I j ft APPROVED Date OW or ap"10-1 of pb- specofteaftom I-, or — -wwowd of any Vwww to i* Or Of IMY Oty ardkIMMI ftrsnft P emm? the provia" of 00 am" Nawbevand ; VLY 3' wj r 11 ` s x x�M 9 n uT rfir C-Ity of ig F COMMUNiTY 01 Aga , APPROVED nce by R tivie phance Division on Plans . i ner Datea ns usidi ofWOS e.}T 0 W MAN or Afty v.. a r`. ,i of me CRY ., I • +� �� „� #P�'' fix" � $� 12 I) -P, �` CITY OF WHEAL' RIDGE Building Ins / (303 Pection Division (303) 235-2855 0933 Inspection line (303) 237_8929), ax INSPECTION NOTICE I Inspection Type: �� _`' Job Address: y Permit Number: U1/ ._ r" 11 / (lI I, VC ��:wry Ct,/ C D+�7 'E - C 7 rr ❑ No one available for inspection: Time Re -Inspection required: Yes -31 AM(eR *When corrections have been made, call for re-inspecti Date: on at 303303-2- Inspector: `T DO NOT REMO IOE Ty�s NOT/ CE A i CITY OF WHEAT, RIDGE 13611ding 1 pectin Division (303) 234-5933 Inspection line (303) 235-2855 Office - (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: ss Job Address: 1C-.1 7) CO, Permit Number: ❑ No one available for inspection: Time tSJ 0A' lVJ/PM Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234-5933 Date: -4/-62 Inspector: -- DO NOT REMOVE THIS NOTICE City of Wheat Ridge Res. Accessory Struc PERMIT - 201900737 PERMIT NO: 201900737 ISSUED: 04/22/2019 JOB ADDRESS: 10471 W 38th Ave EXPIRES: 04/21/2020 JOB DESCRIPTION: Installing 2 residential pergolas. Pergola #1 is 19X6 post to post. 6X6 posts, 6X12 beams, 3X10 rafters. Pergola #1 is 114 square feet Pergola #2 is 260 square feet *** CONTACTS *** OWNER (303)880-7285 CONNELLY LYNN M SUB (303)642-0227 GLENN ADAIR & ROYCE FENTON 170485 CANYON CREEK CONSTRUCTORS INC. *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2403 / APPLEWOOD VILLAGES, PROSPECT V BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 9,500.00 FEES Total Valuation 0.00 Plan Review Fee 132.80 Use Tax 199.50 Permit Fee 204.30 Investigative Fees 204.30 ** TOTAL ** 740.90 *** COMMENTS *** *** CONDITIONS *** 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. Owner/Contractor is responsible for locating property lines and constructing improvements according to the approved plan and required development standards. The City is not responsible for inaccurate information submitted within the plan set and any construction errors resulting from inaccurate information. City of Wheat Ridge Res. Accessory Struc PERMIT - 201900737 PERMIT NO: 201900737 ISSUED: 04/22/2019 JOB ADDRESS: 10471 W 38th Ave EXPIRES: 04/21/2020 JOB DESCRIPTION: Installing 2 residential pergolas. Pergola #1 is 19X6 post to post. 6X6 posts, 6X12 beams, 3X10 rafters. Pergola #1 is 114 square feet Pergola #2 is 260 square feet I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications= applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this permit. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be performed andth5 all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of 'OWNER or ONTRACTO (Circle one) Date I . This permit was issued base mation provided in the permit application and accompanying Flans 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 originalermit 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 a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any applicable code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature o i Bu'fI�>i Date REQUESTS MUST< E MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City of W heat 11,jgE COMMUNITY DEVELOPMENT Building & Inspection Services Division 7500 W. 29th Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 FOR OFFICE USE ONLY Date: L1// 7 Plan/Permit # 2Z) / l0b 3�- Plan Bpview Fee: Email: Permits(cDci.wheatridge.co.us 5 K)U ✓ �� Building Permit Applidation *** Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: J D 41 l UJ ea E 3 9--k Nyo w k R /. C a Property Owner (please print):y n C o n n a 11 .i Phone: 3C3 - q ci - 7,�� Property Owner Email: i D� C M n r\Q arr\ ct[, C o v►^ Tenant (Commercial Projects Only) Property Owner Mailing Address: (if different than property address) Address: City, State, Zip: Architect/Engineer E-mail: Phone: Contractor: C g AI/t9 � Creek �o�.S�r'v��ar_S rn c City of Wheat Ridge License #: _� �� �� Phone: ; 3 n 3 - 3 q 9 - LI 7 7d Contractor E-mail Address:- e n r\ C C C o n e'% (' J e"�-Cnr S. C en NX For Plan Review Questions & Comments (please print): CONTACT NAME (please print): Ire I e 11 r- A.�q .r- Phone: .303 - 3 YR - q 7 7.2, CONTACT EMAIL(p/ease print): !3 I e n N Q C C C o n, -e r c- �-6 6'� . c a m Sub Contractors (Must provide Wheat Ridge License No.): Electrical: Plumbing: Mechanical: W.R. City License # W.R. City License # W.R. City License # Other City Licensed Sub: Other City Licensed Sub: City License # City License # \4 ❑ COMMERCIAL ESIDENTIAL Description of work: For ALL projects, provide a detailed description of work to be performed, including current use of areas, proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, type and amount of materials to be used, etc. �q19 �0 r-'n6l - " ,� Pow /- � �6xG Posts 6X11 b��, Ms 2,&o P���� l¢ a a6 s� Commercial Projects Only: Occupancy Type: Construction Type: Sq. Ft./LF BTUs Gallons Amps Squares Project Value: (Contract value or the cost of all materials and labor included in the entire project) I y cc . lS U 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. I, the applicant for this building permit application, warrant the truthfulness of the information provid application. CIRCLE ONE: (OWNER) (CONTRACTOR) r (AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR) Signature (first and last name): DATE: Printed Name: (� �F n ad� I L ZONING COMMMENTS: z. R= i Reviewer. 21 t( 121-1 rf BUILDING DEPARTMENT COMMENTS: Reviewer: PUBLIC WORKS COMMENTS. Reviewer. DEPARTMENT USE ONLY OCCUPANCY CLASSIFICATION: 1 CONSTRUCTION TYPE. V Building Division Valuation: V 9/9113 a 10 7 / U-,- /Qvc 1. Fill in the blanks with dimensions and materials which will be used to build the structure. Please print legibly. 2. Indicate in the check boxes which details from page 4 will be used. Please note if any of the sides of your carport addition are closer than 5'-0" to the property line, that side of the carport must be enclosed with a solid 1 hour fire rated wall as shown in Alternate Details B and C. You must however, keep at least two sides of the carport open to conform to the building code requirements. Zoning approval is required. $. Roofing to be installed per manufacturer's instructions, including low slope application and required inspections made. Roof covering "'o tirz Underlayment_ /1%o a--, (exam*: Class A 9 tab shbOM) example: rsi ren & 15'TapsT— Size and Amount of Lags SheathingA (eX&MpW 71,r0XWWWyWW0� (example: rov M21k 4 Ur 9 16'0. C.) 12 pitch X afters spaced ltl " O.C. Section (exanj*: 2x 8 mites spaced 24' D.C.) Patio Note: Walls, posts, and overhangs closer than 5' to the "......... Overhang Property line to be 1hr. rated •• "'••• No closer than 2 feet • ••• to property line Beam splices to occur over • posts with 1 1/2" bearing O Detail A O detail B O Alternate A O Alternate B �� , am O Outer (provide detail (see PW4) l�J x Existing (sea page 4) (example: r2lrxlo-'LOS - 'be building San Span Ye—` Maximum rise i (example; 12'0' 3/4" at top of door O Detail C threshold O Alternate C 6'-8" Siding Q o,, Isolate from Slab minimum (for ABemaleeo*) Slope • •% '•"x"posts ' �� �•:, (example: 4'k4 v-1,esa art Concrete Slab spaced 3'-0" (axanple: s9 p • minimum Minimum Diameter Pier 8" •• - �� (size determined by load) ;�,;;_. ;_y Footing/0 X •.•�,.: (brANemate Conly) This handout was developed by the Colorado Chapter of the International Code Council as a basic plan submittal under the 2012 International Residential Code. it is not Intended to cover all circumstances. Check with your Department of Building Safety for additional requirements. Z6190014-10"+ E)6P!a jeaqAA . 10 4!3 I, JeiqAA 4!3 so -ft %N-uvw Aw Am jo go 60"ON 40 10 PA&AND uo do 1. KV0040--0s umdfi) pwjd* - 4 aleO GM imWA101 JO G -A A 1-`:'0 X 0 S vs;j 0 :>pn- IMIMFAM a6m "qlea w " Immommosome - - Cl _ ,4-.- nr���k1���-� '��1, ��� LA -r Z�) I T 2 UpUtSIN JU;3LULlOjQAQP P31TTIOW PULI Upla pom.iddu Qqj ol 2ulp-1030L, sluQuIOAoidwi i?uporulsuoo pug UOISIAIC) SUIUUL'ld -OJPQl WOW 10 4D 4. sours Aw)doid 2upL1301 -ioj ;)lysuodsaj ST JoloviluoDligumo P 11 843 Aq a;)ueiidwo:) VuiUoZ jol P.-MOIA08 01 At V-7TIT rw Q CERTIFICATE OF OCCUPANCY Permit #: 201800042 '*" :City of Date: 02/14/2019 Wheat�idge COMMUNITY DEVELOPMENT 7500 W 29TH AVE WHEAT RIDGE CO 80033-8001 *Stipulations: New single family home (1,194 sq ft) with detached garage (750 sq ft) - 1,944 sg ft total 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: CONNELLY LYNN ADDRESS: 10471 W 47th Pl, Wheat Ridge, CO 80033-2635 CONTRACTOR/ADDRESS: Glenn Adair & Royce Fenton 15400 W 46th Ave 9e-165, Arvada, CO 80007 PROPERTY ADDRESS: 10471 W 38th Ave, Wheat Ridge, CO 80033 PARCEL #: 39-214-00-032 ZONING: R-1 OCCUPANCY: R-3 TYPE OF CONST: V -B OCC LOAD:N/A FOR THE FOLLOWING PURPOSE: Single Family - New Code Editions: No change shall be made in the Use of this building without Sorinklered: 2012 ICC / 2014 NEC prior notice and a new CERTIFICATE OF OCCUPANCY No from the City of Wheat Ridge Certificate MUST be Chief Building Official posted by front door of commercial occupancies Zoning Administrator XA/1AjtL L A i CITY OF WHEAT RIDGE _1�9�Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: -a f__ T_ Job Address: IC U 2 1 Q '19-1 ' A Permit Number: -_U \ 'ZK U C>U 1-t Z ❑ No one available for inspection: Time T SOAMI M Re -Inspection required: YesVo� When corrections have been made, call ----for re -inspection at 303-234-5933 Date: 2%I'5 /I � Inspector: DO NOT REMOVE THIS NOTICE r. -. i CITE( OF WHEAT R GES ' Buildinb of peCc io n w-', ion (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax i P n0N NOT! 4 Inspection Type: Job Address: - Permit- Number: f , 14 ❑ No one available for inspection: Time A O/Pm Re -Inspection required: Yes Noy-" r When corrections have been made, call for re -inspection at 303-234-5933 Date: 16 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: F Job Address: ; t Permit Number: ( '4 ❑ No one available for inspection: Time,,M%FPM Re -Inspection required: Yes' No When corrections have been mads, call f r re -inspection at 303-234-5933 Date: Inspe DO NOT RE E THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection--Vivision (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: fi1 v S TV Job Address: /047/ t4J ft -j -e Permit Number: e )/ � 600 4 Z a ❑ No one available for inspection: Timed AMOM Re -Inspection required: Yeso When corrections have been made, c for re -inspection at 303-234-5933 Date:' 2`< < Inspector: 11 DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE _:�9�Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: 0�4V kJ111 5cr-'o O -J Job Address: /U ,q7l W 3 0 t`"-) kVF— Permit Number: 20 iF 000 `{ Z ❑ No one available for inspection: Time PM Re -Inspection required: Yes When corrections have been made, call for re -inspection at 303-234-5933 Date: � 2 ct' l Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division A 0 (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: � T'j C,-Aj (CA / G 4 Job Address: k J Permit Number: 0 64 Z ❑ No one available for inspection: Time i % AM/PM Re -Inspection required: Yes ;'No When corrections have been made, call for re -inspection at 303-234-5933 Date: tl-o .22' 15 Inspector: f�C7 DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE�TZ Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: -36 3v,�,,-k6 it Job Address: Permit Number: )n/ SLG ❑ No one available for inspection: Time Re -Inspection required: Yes i, No , When corrections have been made, call for re -inspection at 303-234-5933 Date: t� ' ��1 '�� Inspector: DO NOT REMOVE THIS NOTICE A i CITY OF WHEAT RIDGE a Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: _310 Job Address: I O Li -i 1 W 5?-r'4AVF- Permit Number: 2012 C7y OLI ?_ ❑ No one available for inspection: Time /PM Re -Inspection required: Yes No When corrections have been made,Pfor-inspection at 303-234-5933 Date:(22- I InspecDO NOT REM'HIS NOTICE s CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: 303 Job Address: 1 Oq1 l w :�Vy AVE Permit Number: ZO (S U 00 C) Z .11 :.: ❑ No one available for inspection: Time' -M/PM Re -Inspection required: Yes No When corrections have been made, call for ie- inspection at 303-234-5933 D� Z` l� Inspector* DO NOT REMOVE THIS NOTICE I 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: 30 M I1b` Job Address: I c3 Ll I Permit Number: Q CC) t 0 O 0 L- 3�� ❑ No one available for inspection: Time Re -Inspection required Yes No When corrections have been made, call for re -inspection at 303 -234 - Date: 5 3v /3 Inspector:::�)'I - - 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: R P • d". Job Address: 1 Q) L4 -7 1 w t1, Permit Number: ;-,) 8 0 00 y ❑ No one available for inspection: Time I �j_`%A_�VPM Re -Inspection required: YesNo When corrections have been made, call ore -inspection at 303-234-5933 Date: 1� 121 (/ -/ Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE _:�9�Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: G' Cn 5 L' .J Job Address: d �� Permit Number: v ..} ❑ No one available for inspection: Time �� fAiC/l/PM Re -Inspection required: Yes 6 When corrections have been made, call for re -inspection - at 303 -234 - Date: S / �% Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE _1�9rBuilding Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: '34-9 Z L11y Job Address: { 0 cfi ! W 3 S-rH A VE Permit Number: 2013 000 N 2- L L a� A 42 OR zaz t_4 ❑ No one available for inspection: Time I PM Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303 -234 - Date:— '/ �- Inspector?.- � DO NOT REMOVE THIS NOTICE �I �N Z63 qq- `/V 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: she Job Address: 013f zo a_4 Permit Number: 00,000 1-1,21 ❑ No one available for inspection: Time Re -Inspection required: Yes Qo /) When corrections have been made, call for re -inspection at 303-234-5933 Date: `-/ 30' /F Inspector: JemlI'llyr, 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: &Wer a .G' eE-Xt—: Job Address: D�/�, c qve Permit Number: L)No one available for inspection: Time tAM7PM Re -Inspection required: Yes (No When corrections have been made, call for re -inspection at 303-234-5933 Date: `7 ' 3 " /F Inspector: DO NOT REMOVE THIS NOTICE 'URUC i URAL ENGINEERING CONSULVNG 9, DLK - Where architectural inspiration is set free by solid structural expertise DLK ENGINEERING LLC March 13, 2018 Glenn Adair Canyon Creek Constructors glenn@ccconstructors.com RE: 10471 W. 38`h Avenue Wheat Ridge, Colorado DLK #: MDB 17047 Dear Glenn, A representative of our office visited the above referenced site on March 5h and March 9th, 2018 to observe the in-place footing and foundation wall reinforcing. Based on our observations and comments made to the general contractor, it is our opinion that the footing and foundation wall reinforcing were placed in general conformance with the construction documents. Please do not hesitate to contact me if you have any questions. Sincerely, DLK Engineering, LLC By: Dana B. Michel, PE Project Manager 303.913.6474 dana&OLKenc coni ,°t"''J "•.3.13.18 _,i �� ' �tL~s���kY' DLK S �2 -4&.1# NDB17047.2018.03.13 1300 PLAZA CT NORTH LAFAYETTE- CO 80026 www DLKEng cam 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: , w lt% _l /S 4 dr— Job Address: /4Q!!/7/ 14J Y2 Lji4 ate-{ Permit Number: �, LM Z/ ; t - ❑ No one available for inspection: Time �. lI��AM/jPM Re -Inspection required: Yes," No '} When corrections have been made, call for \re -inspection / a, t _303-234-5933 Date: � .13 - !I, Inspector: \ ),,j � - DO NOT REMOVE THIS NOTICE M 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: d R) Permit Number: Re -Inspection required: Yes When corrections have been made, call for re -inspection at 303-234-5933 Date:-3'/--�° /F' Inspector:_". 6/��/ DO NOT REMOVE THIS NOTICE /C) 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: 3 - En v 4 ,, Job Address: / y " -7 / t./ -3 F '` i� V, - Permit Number: a C/ 8 o c o L/ 3 e d 01) gar--c>e 7GfJrP ❑ No one available for inspection: Time '7-7q] M PM Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234-5933 Date: 3It., / 9 Inspector: T"6 DO NOT REMOVE THIS NOTICE � o 00 b rn 2 C4 CZ O IQ), ai cu o' cu to �0 V o Ln P4 U C) L U w NJ 00 51 cz 03 Aco M W 'S" $" 44r V] b M rs 3 6j '�CID oo O 3 aj H 4. CIO U C U `y U U �+. `� N O `' N on .. sem. O >!� P • . .. • °e c�J o R V W O N ��o a�U O > '^ c 41:3a> a 71 o �QmO q , U - � cd bn O cn _ cmc ° O N N �' >, � � 'c3 v � � � � � to ° o o U >, aoi '� rx w w t¢,_Lu O o b CZ LU W O U o o G' ' � U rn in Z �•. w cba 3iR t�)U00C 3 � a CID U Na a City of Wheat Ridge Single Family - New PERMIT - 201800042 PERMIT NO: 201800042 ISSUED: 02/21/2018 JOB ADDRESS: 10471 W 38th AVE EXPIRES: 02/21/2019 JOB DESCRIPTION: Construction of a new single family home, 2 stroy, 1194 square detached garage. 750 sq feet. *** CONTACTS *** OWNER (303)880-7285 CONNELLY LYNN GC (303)642-0227 Glenn Adair & Royce Fenton SUB (720)201-6164 David M. Varney SUB (303)642-0318 Leonard Cortez feet with a 170485 Canyon Creek Constructors Inc. 070175 Heatmiser LLC 120035 A -C Plumbing Co. *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2403 / APPLEWOOD VILLAGES, PROSPECT V BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED FEES Total Valuation 0.00 Plan Review Fee 2,591.58 Use Tax 11,550.00 Permit Fee 3,987.05 Sidewalk Comm Develo 7,080.31 ** TOTAL ** 25,208.94 *** COMMENTS *** PROJECT VALUATION: 550,000.00 *** CONDITIONS *** All roughs to be done at Framing Inspection. Approved per plans and red -line notes on plans. Must comply with 2012 IRC, 2014 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. As part of the foundation inspection and PRIOR to the placement of concrete and before proceeding with any further construction, a completed, signed and sealed, Foundation Setback and Elevation Certification shall be submitted to the City for review. The certification form shall be fully completed by a Professional Land Surveyor licensed in the state of Colorado, stating that the foundation was constructed in compliance with all applicable minimum setback and elevation requirements of the City. For one- or two-family dwellings, the first twenty-five feet (25&#39;) of driveway area from the existing edge of pavement into the site shall be surfaced with concrete, asphalt, brick pavers or similar materials. A right-of-way permit may be required; contact Public Works Department at 303-235-2861. ***NOTE: The driveway shown on the plans is over the maximum 24&#39; width at the street curb cut. Please reduce the width of the driveway to 24&#39; at W. 38th Avenue.*** Prior to issuance of a CO, 2 tree(s) shall be planted within the front setback. In addition, no less than twenty-five percent (250) of the gross lot area and no less than one hundred percent (100%) of the front yard shall be landscaped. Landscaping removed or damaged during construction must be replaced prior to final inspection. All landscaping shall be in conformance with Section 26-502 of the Zoning and Development Code. All landscaping shall be installed in accordance with the approved landscape plan prior to C.O., a landscape escrow agreement with financial guarantee in the amount of 125% of the cost of the installation shall be required. •.. I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the roperty and am authorized to obtain this permit an erform the work described and approved in conjunction with this permit. I further att hat am legally authorized to include alI entitie amed within this document as parties to the work to be performed an that all k to a perfo m is disclosed in this documen nd/or its' accompanying approved plans and specifications. naturkof OWNER or CONTRACTOR (Circle one) Date This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and 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 originalpermit fee. 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. No work of an manner shall be performed that shall results in a changeof the natural flow of water without prior and specific approval. 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. The issuance or granting ofermit shall not be construed to be a permit for, or an approval of, an violation of any provision of any applicable codg pr an�ordin ce 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. City of W heat�d ge �MUNITY DEVELOPMENT Building & Inspection Services Division 7500 W. 2911 Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: permitsna.ci.wheatridge.co.us FOR OFFICE USE ONLY Date: // / / J J 9 Plan/Permit # 0aL Plan Review Fee: Building Permit Application *** Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: I © Ll 71 U.) �_ c 8 t-% i4 ye A u0 IA) J\ to,, � ��� (2 6S Property Owner (please print):y ,� c G,06P & Phone: 35 - Property Owner Email:n r� f �/ _ .5 fes` p1T , j ... l' n_ nvt Mailing Address: (if different than property address) Address: 1 �. C) l P W, ty (,w M 0 X 11C 6 11ze a 0 P City, State, Zip: �, 0, P to a 4 Arch itect/Engineer: i%< LIr" 1—r f C' �-- � �z�I-, n Architect/Engineer E-mail: 1► n' k en. ­7tc�.Phone: , C- 3 o ' i:� 9 l A-3 - Carp -302 - 1,3-- 6"y7Y Contractor: C n #-1 V e9 w C C P p k c^ r\ S h,ye- [e-, f -S . n C - Contractors City License #: l 7 C y P_ L Phone: 3 03 - 6 6 2 2 7. C�-_3v_ _; 4/,7 Z Contractor E-mail Address: _931 0 f)L-[ REE G E KNir p c- L n d-C� , C o � Sub Contractors: Electrical: W.R. City License # Other City Licensed Sub: City License # 'JAN 0 4 201 s Plumbing: Per W.R. City License # Other City Licensed Sub: City License # Mechanical: W.R. City License # Complete all information on BOTH sides of this form ❑ COMMERCIAL ❑ RESIDENTIAL Description of work: (Check all that apply) ❑ NEW COMMERCIAL STRUCTURE ❑ ELECTRICAL SERVICE UPGRADE NEW RESIDENTIAL STRUCTURE ❑ COMMERCIAL ROOFING ❑ COMMERCIAL ADDITION ❑ RESIDENTIAL ROOFING ❑ RESIDENTIAL 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{l..) C r V S 1 U 1.�. L ^ V / ` l/ G� ! ` C Vt..� E� •,F C_ — l I� a r i- �C. r�Cd�cci Sq. FULF Amps Btu's Squares /I I l q s? o c�TC i0 � C -.'T- -/5-6 s g L, ere. rC� p 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. 1, the applicant for this building permit application, warrant the truthfulness of the information provided on the application. CIRCLE ONE: (OWNER) CONTRACTO or (AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR) Signature (first and last name): t DATE: — DEPARTMENT USE ONLY ZONING COMMMENTS: Reviewer: _ c C BUILDING DEPARTMENT COMMENTS: Reviewer: OCCUPANCY CLASSIFICATION: da&Iq _ Zl,g33 7 �o s,G - Zyr5� Pv�L I� WoRe� Op -c-: GOND/T/CKK, or- 4PP920l/ac, CA7-racA4r::D) . P,r-- Building Division Valuation: $ 2 U Z 'Se ISI-n'�'e kit at (tip it kk I it �,i RID-,,( B! H DIM, 0, -1i, --ti Hti% P I( D",is It i, 'Ch" A�e %%r", K! 1-4x� Proof of Submission for Perm itti ng/Plla n Review A copy of this form must be completed by each agency indicated on the Permit Submittal Checklist for the project type and be attached to the Building Permit Application at the time of submission. Applications presented for submission without a completed Proof of Submission form from a required agency will not be accepted or processed. Date: k --?� -zx) I i, --k Project Address: 16 LIZZ tQ - S R 1-1, IJ Name of Firm /Individuai submitting documents: r.. I A rimane. I " 7 Pro-ject Type /Description: Signature of Firm Representative or 'individual: DO 'NOT ANtttT E EQ -014' !-HtS Foil AGQ'4CUSE ONLY 1, )L i-', , am a duly authorized representative of the agency indicated below and do, by my signature below, hereby acknowledge receipt of documents necessary for review and approval of the project indicated above. Aqe (Piease riiecf< one Wheat Ridge Fire Picitectioll Wheat Ridge Sanitation District A�vada Fire Protection Clear Creek San'tation District Wheat Ridge Water District fruitclale Sanitation District Consolidated Mutual Water District liVes-tridge Sanitation District Valley Water District Other Denver Water Agency Notes: F A Signature: (Agency Representative) l Ii)' tti Wheat[ irl cr _, ac -.t 36' e) C/51 t It1 !4 1kIiI r,i Rlfx,l Ell II 111 1( +\I1 j\Ili i Ih1\ tit kl1('r ti INN t1 11)\ Proof of Submission for Rerrsitting/ R6an Review A copy of this form must be completed by each agency indicated on the Permit Submittal Checklist for the project type and be attached to the Building Permit Application at the time of submission. Applications presented for submission without a completed Proof of Submission form from a required agency will not be accepted or processed. Date: Project Address: Name of Firm/Individual submitting dnruments:�1, Tko 140 �� fes! L r+ C Project Type/Description: _",A _Q % 6 � �" (� � Il , , A 4 Signature of Firm Representative or Individual: DO NOT WWTE BELOW THIS POtt+Ci -FQit AGENCY USF ONLY I, Lr Arn� � - _ , am a duty authorized representative of the agency indicated below and do, by my signature below, hereby acknowledge receipt of documents necessary for review and approval of the project indicated above. Agency represented: (Please check one I Wheat Ridge Fire Protection Arvada Fire Protection Wheat Ridge Water District o Consolidated Mutual Water District Valley Water District Denver Water Agency Notes: (Agency Representative) Wheat Ridge Sanitation District Clear Creek Sanitation District Fruitdale Sanitation District Westridge Sanitation District Other City of SINGLE FAMILYIDUPLEX Wheat Ridge PUBLIC WORKS BUILDING PERMIT APPLICA TION RE VIE W Date: 36 , JA1,J 20/)�') Location: f 04-71 V ATTENTION: BUILDING DIVISION I have reviewed the submitted application documents to construct a /V'►ti 1-�OME — S��Z located at the above referenced address. Please note the comments checked below. 1. _Z Drainage: a. Drainage Letter & Plan required: Yes / No b. Site drainage/grading plan have been reviewed and are: SOK NOT ; refer to / stipulations. 2. --1, Public Improvements required & to be completed with project: a. street paving/patching: Yes No Completed b. curb & gutter: Yes v/ No Completed c. sidewalk: V/ Yes No Completed d. Other (specify): Yes No Completed For items not constructed, the amount of funds taken in lieu of construction: $ 0 -7d 00. 51 3. Does all existing roadway/alley R.O.W. meet the standards of the City: If not, what is required? If R.O.W. is required, has the deed been received: Yes Yes / No No (see Note below) NOTE: All deeds must be reviewed and approved prior to issuance of the Certificate of Occupancy. 4. L/ APPROVED: The Public Works Department has reviewed the submitted material and hereby approves this Permit Application, subject to the stated requirements and/or attached stipulations. 5 Signature Mark Van Nattan Date NIA NOT APPROVED: The Public Works Department has reviewed the submitted material and does not approve this Permit Application for the stated reason(s): Signature Mark Van Nattan Date 6. Stipulations: PC,- GDAIDIT/ONS D,r 4ee,0QV'AL RED - L M1,r_-0 s/T� 7. __V/ A Grading Certification Letter from the Engineer -of -Record accompanied by an Improvement Location Certificate (ILC) shall be required prior to the issuance of the Certificate of Occupancy. 8. � NOTE: ANY DAMAGE TO EXISTING PUBLIC IMPROVEMENTS AS A RESULT OF PROJECT CONSTRUCTION SHALL BE REPAIRED PER ROW CONSTRUCTION PERMIT PRIOR TO THE ISSUANCE OF THE CERTIFICATE OF OCCUPANCY. Rev 04/2016 City of �(�Wh6atR,LiAdc PUBLIC WORKS CONDITIONS OF APPROVAL Address: 10471 West 38th Avenue Permit Number: 201800042 Public Works approval of this building permit is subject to the following conditions and notes: 1. Public Improvements are required for this project by City Code, Section 26-417 E. d. Improvements to include construction of a 5' wide City standard sidewalk along W. 38th Place (see note 2), and curb, gutter and sidewalk along W. 38th Avenue (see note 3). 2. Existing ROW width on W. 38th Place is sub -standard and this project shall be required to dedicate a 3'-0" wide strip along the southern ROW line of W. 38th Place to allow for the construction of the City standard 5' wide sidewalk and a 2'-0" wide utility zone. City of Wheat Ridge will provide template deed for ROW dedication. In the event of future property subdivision, additional ROW will be required to bring W. 38' Place ROW up to City standards. Amount of ROW dedication will need to be determined by survey. 3. As no curb, gutter and sidewalk currently exists along W. 38th Avenue and additional ROW dedication would be required to complete those improvements, Public Works directs Owner to not construct such improvements at this time, but requires that Fees in Lieu of construction be collected for future improvements in the amount of $7080.31 (refer to Fee Calculation Worksheet). The payment of funds shall be collected PRIOR to the issuance of the Building Permit. 4. A ROW Construction Permit shall be required prior to commencement of any construction within the public ROW. Contact Public Works at 303-235-2861. MVN 1/29/18 1:ABuilding Permit Review\2018\10471 W 38th Ave\CONDITIONS OF APPROVAL.docx ENTER LENGTH OF W. 38th AVE. FRONTAGE1 149 LF Date: FEE CALCULATION WORKSHEET Project: Connelley Residence 20180042 MVN Address: 10471 W. 38th Avenue Cost $ 5.98 Item Description Quantity Unit 1 Excavation & Embankment $ 1.64 $ 43.02 Earthwork — rough grade — 7.5' wide 0.83 SY $ Earthwork — fine grade — 7.5' wide 0.83 SY 2 Reconditioning Reconditioning & proofrolling — 7.5' wide 0.83 SY 3 Sidewalk Concrete sidewalk — 6" thick and 5' wide 0.56 SY 4 Curb & Gutter Vertical curb & gutter 1 LF Total cost per linear foot ENTER LENGTH OF W. 38th AVE. FRONTAGE1 149 LF Date: 1/30/18 By: MVN Unit Cost Item Cost $ 5.98 $ 4.98 $ 1.23 $ 1.03 $ 1.97 $ 1.64 $ 43.02 $ 23.90 $ 20.64 $ 20.64 $ 52.19 Cost of sidewalk only (W. 38th Ave.) $ 3,625.00 Cost of curb, gutter only (W. 38th Ave.) $ 3,455.31 Total cost of curb, gutter, and sidewalk (W. 38th Ave.) $ 7,080.31 Notify applicant, include as a condition of approval, update ADG (add SCDF valuation) and alert Permitting Dept. I:\Building Permit Review\2018\10471 W 38th Ave\Fee Calculation Worksheet - 10471 W 38th.xlsx City of 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 PUBLIC WORKS DEVELOPMENT REVIEW FEES Date: 30 JAM Location of Construction: 10 4 71 Y 3 — A- U Purpose of Construction: 5 AIr,LE Fd/lil/LY wY�/ i i�lh Single Family Commercial Multi -Family Development Review Processing Fee: ................................................ $100.00 (Required of all projects for document processing) Single Familv Residence/Duplex Review Fee: ..................................... $50.00 $ Aj. co AIC79: QjgOLIC� `3)!� #/n,E922 VYav�A/T-r coNsiv�R,4Ti�L. Commercial/Multi-Family Review Fees: DEEM ® Review of existing or minimal technical documents: ........................ $200.00 $ ® Initial review' of technical civil engineering documents (Fee includes reviews of the 1" and 2nd submittals) :.......................... $600.00 $ s 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 will be subject to the following Resubmittal Fees: ® Resubmittal Fees: 3rd submittal (% initial review fee): ...... ............................................. $300.00 4'h submittal (full initial review fee):. . ............................................... $600.00 All subsequent submittals: ................................................................. $600.00 (Full initial review fee) TOTAL REVIEW PEES (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. lt'idgC.Co.uc Rev 12/12 RESIDENTIAL Building Permit — Plan Review Worksheet Address: 16 4 q'I �v -3 A�,� Lot Size: " "°q-5 q -S Property in the flood plain? Ny Subdivision: NdO, Related Cases: Zoning: sq. ft. Lot Width: Rev. 09/2017 If yes, notify PW Floodplain Administrator and add surveying condition FLD Any conflict? (Y/N) Type of project (applicable survey conditions in parenthesis): 06 Maximum Lot Coverage: ZS oda Existing Improvements (footprints): House: sq. ft. Shed: sq. ft. Detached garage: sq ft. Other: sq. ft. Total Existing sq. ft Lot Coverage % sq. ft. Proposed Improvements (.fgotprints): House/addition: l r 3 +qTA sq. ft. Shed: sq. ft Detached Garage: 0 sq. ft. "Q)'`, Other: sq. ft. Proposed+Existing L I sq. ft Lot Coverage '-` 6 % 2\ Required Setbacks: FR 30f S S S ` S R / >d r �faWS 'Pz^bI (C 'L Provided Setbacks: FR L� r S S �2 R For additions or new construction, is the structure within 2 feet of minimum setbacks? I v If yes, add surveying condition FND. Maximum Height: 3> ft. Maximum Size: sq. ft. f k� Proposed Height: '' S ft. `���` Proposed Size: sq. ft. Does the bulk plane apply? (Y/N) NO (P - t ) If yes, does it meet on all sides (Y/N): FR S S R (See 26-642 and 26-120.C.1 — applies to all single-family structures (new, addition, accessory) in R -IC and R-3) Parkland Conditions Does the permit result in a new dwelling unit (new structure or conversion from non -res use)? If yes, have parkland dedication fees already been paid (eg with a previous land use approval)? If fees are owed, add condition PFEE, notify owner, notify building division, enter fee amount in ADG: v6'i?oat 9.e RU,'l�/"9 Diviso R Rev. 09/2017 Streetscape Conditions Does the permit result in any of the following conditions? ❑ Construction of new roads ❑ Platting of new lots New development ❑ Additions that increase gross floor area (not just the footprint) by 60% or more (proposed floor area - existing floor area ) / existing floor area = % increase If any box above is checked... For SF/DUPLEX—Is there existing ❑ Curb ❑ Gutter L15 -ft+ sidewalk adjacent to the property? If curb, gutter or sidewalk is missing, streetscape construction or fees -in -lieu will be required. A0 vw ,kWvQ MULTIFAMILY—Does the frontage meet current city standards? If not, streetscape construction or fees -in -lieu will be required. Fees -in -lieu of dedication or construction are due at the time the permit is issued. Access Conditions (apply to all new driveways, garages, additions, or new homes/units) ❑ For one and two-family dwellings, the first 25' of driveway area from the existing edge of pavement into the site shall be surfaced with concrete, asphalt, brick pavers or similar materials. WA- ❑ For all uses other than one and two family dwellings, no vehicle entrances or exits may be closer than 25' to any property line, except when used as joint access for two or more lots. rA ❑ In residential zone districts, curb cuts shall be at least 10 feet and not more than 24 feet in width. L(A ❑ One and two-family dwellings may have horseshoe driveways, provided that the street accesses are at least 30 feet apart, measured from the interior edges. ❑ For all uses, one access point per property is permitted. Landscaping Conditions (apply to additions and new dwelling units) `El For one -and two-family dwellings, one tree for every 70 feet of street frontage is required. �zs Frontage of lot `� - width of driveway �� ) / 70 = ' (round up for required trees) Street trees required: Street trees provided: 6'-� sVto-�- -n (", P l� ❑ 100% of the front yard and 25% of the entire lot must be landscaped prior to issuance of C.O. ❑ In the event that landscaping cannot be installed due to inclement weather prior to the issuance of a C.O., an escrow agreement with financial guarantees may be allowed to ensure future installation. 125% of the cost of the proposed improvements will be required with the agreement. These funds will be reimbursed back to the property owner or contractor once the improvements are in place. Dwelling Unit ❑ Not approved as an independent dwelling unit. City of W heat Wdge BLIC WORKS City of Wheat Ridge Municipal Building 7500 W. 29' Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2861 F: 303.235.2857 NOTIFICATION FOR PUBLIC IMPROVEMENTS RESTORATION 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 WARRANTY DEED THIS DEED is dated the 23rd day of June, 2017, and is made between Maria Harding, Carmine J. Lonardo, and Louise Lonardo (whether one, or more than one), the "Grantor" of the County of Jefferson and State of Colorado and Lynn M. Connelly (whether one, or more than one) the "Grantee", whose legal address Is 10471 W 38th Ave., Wheat Ridge, DO $0033 of the County of Jefferson and State of Colorado 2017066059 6/27/201711:24 AM PGS 2 $18.00 DF $49.50 Electronicalty Recorded Jefferson County, CO Faye Griffin, Clerk and Recorder TD1000 Y State Doc Fee: $49.60 WITNESS, that the Grantor, for and In consideration of the sum of ( $495,000.00 ) Four Hundred Ninety Five Thousand Dollars and No Cents, the receipt and sufficiency of which Is hereby acknowledged, hereby grants, bargains, sells, conveys and confirms unto the Grantee and the Grantee's heirs and assigns forever, all the real property together with any Improvements thereon, located In the County of Jefferson and State of Colorado described as follows: SEE EXHIBIT "A" ATTACHED HERETO also known by street and number as: 10471 W 38th Ave„ Wheat Ridge, CQ 60Q33 TOGETHER with all and singular the hereditaments and appurtenances thereto belonging, or in anywise appertaining, the reversions, remainders, rents, issues and profits thereof, and all the estate, right, title, Interest, claim and demand whatsoever of the Grantor, either in law or equity, of, in and to the above bargained premises, with the hereditaments and appurtenances; To HAVE AND TO HOLD the said premise$ above bargained and described, with the appurtenances, unto the Grantee and the Grantee's heirs and assigns forever. The Grantor, for the Grantor and the Grantor's heirs and assigns, does covenant, grant, bargain, and agree to and with the Grantee, and the Grantee's heirs and assign$, that at the time of the ensealing and delivery of these presents, the Grantor is well seized of the premises above described; has good, sure, perfect, absolute and indefeasible estate of inheritance,. in law, in flee simple; and has good right, full power and lawful authority to grant, bargain, sail and convey the some in manner and form as aforesaid; and that the same are free and clear from all former and other grants, bargains, sales, hens, taxes, assessments, encumbrances and restrictions of whatever kind or nature soever, except and subject to: And the Grantor shall and will WARRANT AND FOREVER DEFEND the above described premises, in the quiet and peaceable possession of the Grantee, and the heirs and assigns of the Grantee, against all and every person or person$ lawfully claiming the whole or any part thereof. �ft; WHER ,the rentor has executed this de the dat�srth ve. M-016zlol/fit Harding tto in r G ine J. Lonard State of Colorado County of Jefferson The foregoing Instrument was acknowledged before me this 26th day of June, 2017 by Maria Harding, Individually and as Attorney in Fact for Carmine J. Lonerdo and Louise Lonardo. Witness my My commission seal' CINDY L NITZSCHE �,. NOTARY PUBLIC --0 W &OF COLORADO NOTARY ID 19944001420 File Number., 618596 Page 1 of 2 CO Warranty Deed 932A0"5) EXHIBIT "A" LEGAL DESCRIPTION THE WEST 6 ACRES OF THE EAST 16 ACRES OF THE SW 1/4 OF THE BE 114 OF SECTION 21, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH P.M. EXCEPT THAT PORTION, IF ANY, LYING WITHIN THE WEST 4 ACRES OF THE E 112 OF THE SW 114 OF THE BE 1/4, AND EXCEPT ANY AND ALL EXISTING ROADWAYS, DITCHES, RESERVOIRS, RIGHTS OF WAYS AND EASEMENTS IF ANY, EXCEPT THAT PORTION CONVEYED IN DEED RECORDED JULY 11, 1955 IN BOOK 935 AT PAGE 323; BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: THE: NORTH 125 FEET OF THE SOUTH 302 FEET OF THE WEST 115 FEET OF THE WEST 8 ACRES OF THE EAST 16 ACRES OF THE SW 1/4 OF THE SE 114 OF SECTION 21, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE STH P.M., AND EXCEPT THAT PORTION CONVEYED IN DEED RECORDED NOVEMBER 28, 1952 IN BOOK 785 AT PAGE 164 BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING ATA POINT 27.0 FEET NORTH AND 513.26 FEET WEST OF THE SOUTHEAST CORNER OF SAID SW 1/4 BE 1/4 WHICH POINT IS 15.0 FEET EAST OF THE WEST LINE OF THE EAST 16 ACRES OF SAID SW 114 SE 1/4; THENCE NORTH PARALLEL WITH THE EAST LINE OF SAID SW 114 SE 1/4, A DISTANCE OF 150.0 FEET; THENCE EAST PARALLEL WITH THE SOUTH LINE OFMID SW 1/4 SE 1/4, A DISTANCE OF 100.0 FEET THENCE SOUTH PARALLEL WETH THE EAST LINE OF SAID $W 1/4 BE 114, A DISTANCE OF 150.0 FEET; THENCE WEST PARALLEL WITH THE SOUTH LINE OF SAID SW 114 SE 1/4, A DISTANCE OF 100.0 FEET TO THE POINT OF BEGINNING, AND EXCEPT THAT PORTION CONVEYED IN DEED RECORDED FEBRUARY 25, 1857 IN BOOK 1946 AT PAGE 478; BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: THE WEST 6 ACRES OF THE EAST 16 ACRES OF SW 1/4 OF THE BE 1/4 OF SECTION 21, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH P.M., EXCEPT THE SOUTH 302 FEET OF SAID WEST 8 ACRES AND EXCEPT THAT PORTION CONVEYED IN DEED RECORDED JULY 25, 1978 AT RECEPTION NO, 78067384, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: THE NORTH 150 FEET OF THE SOUTH 179 FEET OF THE WEST 15 FEET OF THE EAST 528.26 FEET OF THE SW 1/4 OF THE BE 1/4 OF SECTION 21, TOWNSHIP 3 SOUTH, RANGE 69 WEST, COUNTY OF JEFFERSON, STATE OF COLORADO. Fft- Number: 618598 Page 2 ai 2 00 Warranty Deed 932A (10-05) WARRANTYDEED State Doc Fee' 549.50 THIS DEED is dated the 23rd day of June, 2017, and is made between Maria Harding, Carmine J. Lonardo. and Louise Lonerdc (whether one, or more than one), the "Grantor" of the Cot.nty 3f Jefrerson and State of Colorado and Lynn M. Connelly (whether one, or more than one) the "Grantee". whose legai address is 10471 W 38th Ave., Wheat Ridge, CO 80033 of the County o: Jefferson and State of Colorado WITNESS, that the Grantor, for and in consideration of the sum of ( 5455,000.00 ) Four Ha;ndred Ninety Five Thousand Dollars and No Cents, the receiot and sufficiency of which is thereby acknowledged. hereby grants, bargains. sells, conveys and confirms unto the Grantee and the Grantee's heirs and assigns forever, all the real property together with any improvements thereon, located in the County of Jefferson and State of Colorado described as follows: SEE EXHIBIT "A" ATTACHED HERETO also known by street and number as: 10471 W 38th Ave.. Wneat Ridge, CO 90033 TOGETHER with all and singular the hereditaments and appurtenances thereto belonging, or in anywise appertaining, the reversions. remainders. rents, issues and profits _reof and all ane estate. right title. interest, claim and deemand whatsoever of the Grantor, either in iaw or equity, of. in and to the ab,^ve ;3argained premises, with the hereditaments and appurtenances: TO HAVE AND TO HOLD the said premises above bargained and described, with the appurtenances, unto the Grantee and the Grantee's heirs and assigns forever. The Grantor, for the Grantor and the Grantor's heirs and assigns, does covenant grant, bargain, and agree to and with the Grantee, and the Grantee's heirs and assigns. that at the time of the ensealing and delivery of these presents, the Grantor is we'll seized of the premises above described: has good, sure, perfect. absolute and indefeasible estate of inheritance, in law, in fee simple: and has good right full power and lawful authority to grant bargain,. sell and convey the same in manner and fora as aforesaid: and that the same are free and Gear from all former and other grants, bargains, sates, liens, taxes, assessments. encumbrances and restrictions of whatever kind or nature soever, except and subject to: And the Grantor shall and will WARRANT AND FOREVER DEFEND the above described premises, in the quiet and peaceable possession of the Grantee, and the heirs and assigns of L+he Grantee, against a!I and every person or persons lawfully claiming ythe whole or any pa -:r f. t thereo IN S{ WI IER le, the raptor has executed this d the date s_ e' ve. INC", g ,. a Hardmg� in Fac r C e . ton rdb r lr�c� Harding. s Atto in FSct for Loui Lonardo State of Colorado County of Jefferson he foregoing instrument was acknowledged before me this 26th day of June, 2C7 by Maria Harding, individually and as Attorney in Fact for Carmine J. L nardo and Lome Loruardo. Witness my i - nd cFlciivl seal. CINDY L NITZSCHE / NOTARY PUBLIC STM OF COLORADO Notary Public: =NOTARY 19944001420 Pty commission expir N EXPIRES 01126=8 Fie Number 618586 Page 1 C2 CO WaM aMy D? d 932- i 10-051 EXHIBIT "A" LEGAL DESCRIPTION d!s THE WEST 8 ACRES OF THE EAST 16 ACRES OF THE SW 1i4 OF THE SE 114 OF SECTION 21, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF T'rIE ETP^ P.M. EXCEPT THAT PORTION, IF ANY. LYING WITHIN THE WEST 4 ACRES OF THE E 112 OF THE SW 1i4 OF THE SE 1/4. AND EXCEPT ANY AND ALL EXISTING ROADWAYS. DITCHES. RESERVO!RS. RIGHTS OF WAYS AND EASEMENTS IF ANY, EXCEPT THAT PORTION CONVEYED IN DEED RECORDED JULY 11, 1955 IN BOOK 935 AT PAGE 323: BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: THE NORTH 125 FEET OF THE SOUTH 302 FEET Or THE WEST 115 FEET OF THE WEST 8 ACRES OF THE EAST 16 ACRES OF TtiE SW 114 OF THE SE 1/4 OF SEC7"1ON 21, TOWNSHIP 3 SOUTH. RANGE 69 WEST OF THE 6TH P.M.. AND EXCEPT THAT POR- ON CONVEYED IN DEED RECORDED NOVEMBER 2S, 1952 IN BOOK 785 AT PAGE 1:.44 3E;^ G;L40RE PARTICULARLY DESCRIBEDAS FOLLOWS: 1 COMMENCtNG .4TA POINT 27.0 FEET NORTHAND 513.26 FE=' ;RLST O>= T: iE SOUTHEAST CORNER OF SAID SW 1 /A SE 114 WHICH PG!NT iS 15,3 F=E: E"ST CF THEE'WESTLI NE OF THE EAST 16 ACRES OF SAID SW VA SE 114; THENCE NORTH PARALLEL WITH THE EAST LINE OF SAID SW 114 SE 114, A DiSTANCE OF 150.0 FEET; THENCE EAST PARALLEL WITH THE SOUTH LINE OF SAID Sift' 114 SE 1A, A DISTANCE OF 100.0 FEET: THENCE SOUTH PARALLEL W,"TH THE EAST LINE OF SAtC SW V4 SE 114, A DPS TANCE OF v 150.0 FEET. THENCE WEST PARALLEL WITH THE SOUTH LINE OF SAID SW 114 SE 114, A DISTANCE OF 100.0 FEET TO THE POINT OF BEGINNING, AND EXCEPT THAT PORTION CONVEYED INDEED RECORDED FEBRUARY 25. 1957 IN BOOK 1046 AT PAGE 478: BEING MORE PART ICULARLY DESCRIBED AS FOLLOWS: e\ THE WEST 6 ACRES OF THE EAST 16 ACRES OF SW 114 OF THE SE 114 OF SECTION 21, 70VMSHIP 3 SOUTH, RANGE 69 1N(EST OF THE 6TH P.N.. EXCEPT THE SOUTH 302 FEET OF SAID WEST 8 ACRES AND EXCEPT THAT PORTION CONVEYED IN DEED RECORDED JULY 25, 1978 AT RECEPTION NO. 75067384, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: T\ THE NORTH 150 FEET OF THE SOUTI H 179 FEET OF THE WEST 15 FEET OF THE EAST 528.26 FEET OF THE SAN 114 OF THE SE 1/4 OF SECTION 21. TOWNSHIP 3 SOUTH. RANGE lAq 69 WEST: Y✓ COUNTY OF JEFFERSON. ( �l STATE OF COLORADO. Fite Number. 616596 rage 2 o-2 CO Warrary IUaea 932A;-,0-05*, 1!4 ARRANTf ®EE® State Doc Fee 549.50 THIS DEED is dated the 23rd day of June, 2017, and is made between Maria Harding, Carmine J. Lonardo. and Louise Lonerdo (whether one, or more than one), the "Grantor" of Co:,Pty o: Jefferson, and State of Colorado and Lynn M. Connelly (whether one, or more than one) the "Grantee". whose iegai address is 10471 W 38th Ave., Wheat Ridge, CO 80033 of the County of Jefferson and State of Colorado WITNESS, that the Grantor, for and in consideration of the sum of ( 5495,000.00 ) Four Handred Ninety Five Thousand Dollars and No Cents, the receipt and sufficiency of which is hereby acknowledged. hereby grants, bargains, sells, conveys and confirms unto the Grantee and the Grantee's heirs and assigns forever, all the real property together with any improvements thereon, located in the :ounty of Jefferson and State of Colorado described as follows: SEE EXHIBIT "A" ATTACHED HERETO also known by street and number as: 10471 W 38th Ave.. neat Ridge, CO 90033 TOGETHER with all and singular the hereditaments and appurtenances vnereto belonging, or in anywise appertaining, the reversions. remainders, rents, issues and profrs Nnereofand a:l the estate. right. title, interest claim and demand whatsoever of the Grantor, either in law or equity, of. in any to the above bargained premises✓. with the hereditarnents and appurtenances; TO HAVE AND TO HOLD the said premises above bargained and described, with the appurtenances, unto the Grantee and the Grantee's heirs and assigns forever. The Grantor, for the Grantor and the Grantor's heirs and assigns, does covenant, grant, bargain, and agree to and with the Grantee, and the Grantee's heirs and assigns, that at the time of the ensealing and delivery of these presents, the Grantor's well seized of the premises above described: has good, sure, perfect. absolute and indefeasible estate of inheritance, in law, in fee simple: and has good right. full power and iawrut authority to grant bargain., sell and convey the same in manner and form as aforesaid: and that the same are free and clear from all former and oiler grants, bargains, sales, liens. taxes, assessments. enc:;mbrances and reStr.G°ions of vhtatever kind or nature soever, except and subject to: And the Grantor shall and will WARRANT AND FOREVER DEFEND the above described premises, in the quiet and peaceable possession of the Grantee, and the heirs and assigns of the Grantee, against a!I and every person or persons ;awfully c;ai-ning the whole or any part thereof. INE St WHER the rantor has executed this d the date sa a ove. Harding Ha dirsg a in rC F re J. orard8 r Harding4s Attom in F&„ :t for Loui��Ltonarrdo State of Colorado County of Jefferson The foregoing instrument was acknowledged before me this 26th ;say of June. 2:;17 by Maria Harding, individuaily and as Attorney in Fact for Carmine J. Lcrsardo and Louise L. nardo. Witness ml• yyt Jnd lci I seat. LCINDY L NITZSCHE / NOTARY PUIUX Notary Public: COLORADO My y commission expire: NOTARY ID 19944001420 N EXPIRES 01C2GMS File Numter. 618596 Page 1 W2 CO 'Narrany Deed 932A f 13451, EXHIBIT "A" LEGAL DESCRIPTION THE WEST 8 ACRES OF THE EAST 16 ACRES OF THE SW V4 OF THE SE 114 OF SECTION 21, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH P -M. EXCEPT THAT PORTION, IF ANY. LYING WITHIN THE WEST 4 ACRES OF THE E 512 OF THE SW 1i4 OF THE SE 114. AND EXCEPTANY AND ALL EXISTING ROADWAYS. DITCHES. RESERVOIRS. RIGHTS OF WAYS AND EASEMENTS IF ANY, EXCEPT THAT PORTION CONVEYED IN DEED RECORDED JULY 11, 1955 IN BOOK 935 AT PAGE 323; BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: THE NORTH 125 FEET OF THE SOUTH 302 FEET OF THE WEST 115 FEET OF THE WEST 8 ACRES OF THE EAST 16 ACRES OF THE SAN 114 OF THE SE 514 OF SECT 1ON 21, TOWNSHIP 3 SOUTH, RANGE 669 VILEST OF THE 6TH P.M.. AND EXCEPT THAT PORT, -ON CONVEYED IN DEED RECORDED NOVEMBER 28, 1952 1N BOOK 78SAT PAGE 134 3E04G ?F.ORE PARTICULARLY DESCR;BED.4S FOLLOWS: 1 COMMENCING ATA POINT 27.0 FEET NORTH AND 513.26 FE =- iRcS" OF THE SOUTHEAST CORNER OF SAID SW 114 SE .1/4'AfHICH PG!NT, iS 15.3 FEE': EAST OF `HE WEST LINE OF THE EAST 16 ACRES OF SAID SW 11A SE I.A: THENCE NORTH PARALLEL WITH TS`IE EAST LINE OF SAID SW 114 SE 514, A DISTANCE OF Ca 150.0 FEET; THENCE EAST PARALLEL WITH THE SOUTH LINE OF SAID SWI 1/4 SE 1/4, A DISTANCE OF 100.0 FEET; THENCE SOUTH PARALLEL W!TY, THE EAST LINE OF SA;C SW '.:4 SE 'J4, A D9 TANCE OF 150.0 FEET, THENCE WEST PARALLEL WITH THE SOUTH LINE OF SAID SW 514 SE 114, A DISTANCE OF 100.0 FEET TO THE POINT OF BEGINN!NG, AND EXCEPT THAT PORTION CONVEYED IN DEED RECOR-DED FEBRUARY 25. :957 IN BOOT. 1046 AT PAGE 478: BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: THE WEST 6 ACRES OF THE EAST 16 ACRES OF SIN 114 OF T HE SE 1/4 OF SECTION 21, TO`hNNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH P.M.. EXCEPT THE SOUTH 302 FEET OF SAID LNES 1 8 ACP,ES AND EXCEPT THAT ?ORTION CONVEYEd 1N DEED RECORDED JULY 25, J F¢ c 1978 AT RECEPTION NO. 75067384, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: THE NORTH 150 FEET OF THE SOUTH 179 FEET OF THE WEST 15 FEET OF THE EAST ✓` 528.26 FEET OF THE SW 114 OF THE SE 1/4 OF SECTION 21. TOWNSHIP 3 SOUTH, RANGE 69 WEST, COUNTY OF JEFFERSON. <"A STATE OF COLORADO. File Number: 518536 Page 2 ,12 CO Warramty Deed 932A,710-055' ., JLPORr LAND SURVEYING 5460 WARD ROA • S�17-C 160 A. '.Ax:A. CC,73=;ASC EuC3I ;mss; a��a7ae IMPROVEMENT LOCAT'ON CERT;FtCATE r� 1) A= -Es-; !nd71 W 30:.ti.. NAME _LYNN rnsa-ri r v �_� LEGAL DESCRIPTION (PER CUENT) —� ' STS ATTR LEGAL DESCRIPTION T'{� fid' :'.If•.: I.SL.'i FN .4.�: aiPrP. ,.F,Cx+IL✓ f; 9:'•E'.' iWt 3"T •iE.it Az 4:41":i` .S9?.: Hi'.Ar"(.-C%.+iVEX:"ik 41ie 1 tiEi J£Jk j,..f. - UCS! f*C to Stewalt : see C*Aararrty and CaOM tide, E..l.0 vc^f=f'f` ?'":3.. 'S'x3& SEE NOTE that a =s ntr a Lard Survev plat w '-m roy«.rnent .P^,-:rrvwi P!W., anc t`W, �� s not `.o i'ra -'�iec .,;poo frot• the estarksh-,,en, of ;er}ce. "J'✓';tCint3: or othei 1-1 !ire is^?S. i t-ufi^. .'may,sa rsc „ei.i•s'%«e:^;^y� fir., thep.'Gt :-'q:3E'�.'... Cn. tR;.S ':ki.'_x?.. cxcE `. ..t r',' wnnevutms, are enlee:y wmt r lr* tD",ndw,e9 a, th8 R3 ie ri'c!ipt aS ST'OW-. ,tat '-,Ore Ole ^w enc ow r, -en S u;Xn, Ile ,.escrtOed pretrises oy &provenlerts on any ad;o:Hing s. except as ,rtt e IS no a�are."t eviderce Or sib^ of a,4 ease- eni crossrne or bwdenr" af,y oar, q1, -!fad pareei. exert as '% S! .k fe^ 2N^ am^ °. 3 ,_." `+` � rS+ kM, . .�• .ia<' �ti� sii�S >s.� _ ` .%� ..�'-,'NlW"' :. �' '.�,^s _ _` :r ®�K'^�f'", fi.E tx^PTA »5.: A..'=S'*.:" Snd �.. c r� w.. w to tsaoie `:.r *^ a 'Nik,,tisai'llpji l l;w n. Lxs a art:`_ r+x a t_ _ _mss•_^. fit r� rb.:cr-.m'•.ic :rcrr _ r'�.:3 ^'ars. re ;�r :.e^c^` Cxe•a� a^^. • ar a.Arrr3+ sa CA" lip - OLAIMM "'D CARDAMOW Robert E. Port, L.S., 15321 or, t t*ri M. Hayden, L.S. 27268 Note: t Certificate is Bused on Existing Posse siCm Lines. An Imp€o+aement'sx�+eY Miltg Recommended A; For Precise I ocation of improvements. Scale: 1""W' r� 1) A= -Es-; !nd71 W 30:.ti.. NAME _LYNN rnsa-ri r v �_� LEGAL DESCRIPTION (PER CUENT) —� ' STS ATTR LEGAL DESCRIPTION T'{� fid' :'.If•.: I.SL.'i FN .4.�: aiPrP. ,.F,Cx+IL✓ f; 9:'•E'.' iWt 3"T •iE.it Az 4:41":i` .S9?.: Hi'.Ar"(.-C%.+iVEX:"ik 41ie 1 tiEi J£Jk j,..f. - UCS! f*C to Stewalt : see C*Aararrty and CaOM tide, E..l.0 vc^f=f'f` ?'":3.. 'S'x3& SEE NOTE that a =s ntr a Lard Survev plat w '-m roy«.rnent .P^,-:rrvwi P!W., anc t`W, �� s not `.o i'ra -'�iec .,;poo frot• the estarksh-,,en, of ;er}ce. "J'✓';tCint3: or othei 1-1 !ire is^?S. i t-ufi^. .'may,sa rsc „ei.i•s'%«e:^;^y� fir., thep.'Gt :-'q:3E'�.'... Cn. tR;.S ':ki.'_x?.. cxcE `. ..t r',' wnnevutms, are enlee:y wmt r lr* tD",ndw,e9 a, th8 R3 ie ri'c!ipt aS ST'OW-. ,tat '-,Ore Ole ^w enc ow r, -en S u;Xn, Ile ,.escrtOed pretrises oy &provenlerts on any ad;o:Hing s. except as ,rtt e IS no a�are."t eviderce Or sib^ of a,4 ease- eni crossrne or bwdenr" af,y oar, q1, -!fad pareei. exert as '% S! .k fe^ 2N^ am^ °. 3 ,_." `+` � rS+ kM, . .�• .ia<' �ti� sii�S >s.� _ ` .%� ..�'-,'NlW"' :. �' '.�,^s _ _` :r ®�K'^�f'", fi.E tx^PTA »5.: A..'=S'*.:" Snd �.. c r� w.. w to tsaoie `:.r *^ a 'Nik,,tisai'llpji l l;w n. Lxs a art:`_ r+x a t_ _ _mss•_^. fit r� rb.:cr-.m'•.ic :rcrr _ r'�.:3 ^'ars. re ;�r :.e^c^` Cxe•a� a^^. • ar a.Arrr3+ sa CA" lip - OLAIMM "'D CARDAMOW Robert E. Port, L.S., 15321 or, t t*ri M. Hayden, L.S. 27268 RJEJMM LAND SURVEYING 5460 3-!-r 1E0 C303,1422C-4788 IMPROVEYENT LOCA70N CERTIFICATE Note: Certificate is Based on Existing Pessession Lines, An Inipmmement Sumey Mar is Rcc('qnmtv.deJ For Preci%c I Axation of Impravements. '.0o Scale: I '=W 0 NOTE. 0 DA -E gvzE JOB= , 7- CL --v- lzrr MI)TV LEGAL DESCRIFTION (PEr CL FNT! SZE A�17A"=-D LEGAL DESCRIPTION POPM.Wl* SYC 'PER !-CaALJ 14 VZA'.-, Wi�Sl "IT14 AVLNU, 5, k69W OF TWF 6�;.P-tt , FER af 7',U 0e-!;-e'C t--, Stewa-! 71tIO Guaranty and Cap" —,Me, LLC :�ass �Y -'� ,n4o'nria'�- arc_. !rl� Aas ;:a'e�pafc SEE NOTE , treat —ft,,S r,,Wt a Land Su'rvey P§at Survey Pia-- ani, mat I :s not to be wel.ec for the eszabl-s"ent of 'erg -e, builamg or Ether 1 -tore tnw- za:e ex- ez- ' r'-; �,v',,neclwom, are elltrey w,Mr t -,e boinclal�es ci� the, ;:wCe'—ke'VC60f as spov-. 'a -e Upon nia described aremsees vi—povernterts on any adommo opwr5sm except ass indi e is no apparert i�viderce a, sin of arr eas--n,ent crossmq o, burdering a-,-,- car, Q�d pwc.-4, except as ed. ll� A's' P-� b. mnk Cvr, � ;� "� - . " C -r - a� y 7NS RE Robert E. Port, -,L ., 15321 or.:Ogart M. Hayden, L.S. M-1 LIL COMPLETE ENGINEERING SERVICES, INC. SUBSURFACE INVESTIGATION AND ENGINEERING ANALYSIS PROPOSED SINGLE FAMILY RESIDENCE WITH DETACHED GARAGE 10471 West 38th Avenue Wheat Ridge, Colorado Prepared For: Canyon Creek Constructors, Inc. 15400 W. 64th Ave., #9E-165 Arvada, CO 80007 Attention: Mr. Glenn Adair • L r�l • `' Project No. 17-106 < , � J1••.••U November 017 4 City of ,,/l!ilflt;ttt �� Wheat Ridge 912 TWELFTH STREET, GOLDEN, CO 80401 303 279-6418 FAX: 303-279-9586 TABLE OF CONTENTS SCOPE................................................................1 PROPOSED CONSTRUCTION................................................1 SITE CONDITIONS......................................................1 SUBSURFACE CONDITIONS......................................:.........2 FOUNDATION DESIGN SPECIFICATIONS.....................................4 DRILLED CONCRETE FRICTION CAISSONS.................................4 DRILLED HELICAL STEEL PILES........................................5 CONTINUOUS SPREAD FOOTINGS.........................................5 GENERAL............................................................6 DRAIN SYSTEMS........................................................7 FOUNDATION BACKFILL..................................................7 INTERIOR FLOOR SLAB CONSTRUCTION.....................................7 LAWN AND LANDSCAPE IRRIGATION........................................7 INSPECTION AND CONSULTATION..........................................9 REFERENCES...........................................................9 FIGURES TEST HOLE LOCATION PLAN.......................................FIGURE 1 TESTHOLE LOGS.......................................................2 SWELL CONSOLIDATION TESTING......................................3 - 5 PROJECT N0. 17-10685 November 1, 2017 Page 1 of 10 SCOPE A geotechnical and geological engineering investigation was conducted at 10471 West 38" Avenue, Wheat Ridge, Colorado, to determine foundation design criteria and interior floor system recommendations for a proposed single-family residence. Recommendations for design and construction, based on soil and groundwater conditions, are provided. This investigation does not include evaluation of soil or groundwater for the presence of pollutants or other environmental hazards. Conclusions and recommendations presented are based on results of a field and laboratory investigation, other investigations conducted by this firm in the area, and experience with similar projects and conditions. PROPOSED CONSTRUCTION Plans call for razing and removing a single-family residence and accessory buildings and constructing a new single-family residence and detached garage. The residence will be one to three stories over crawl space. The detached garage will be one to two stories with a concrete slab -on grade interior floor. Wood frame superstructures will be supported by reinforced concrete foundations. SITE CONDITIONS The site is in a fully -developed residential subdivision in Wheat Ridge, Colorado. The surface in the general vicinity slopes to the east at a gentle grade and the north at gentle to moderate grades towards Clear Creek. The surface within this lot is relatively flat. PROJECT NO. 17-10685 November 1, 2017 Page 2 of 10 Vegetation consists of shrubs, trees, sod, native grasses and groundcover plants typical of landscaped residences. The only apparent geologic hazard that may affect the proposed construction is expansive soil. Recommendations for mitigating this hazard are presented herein. SUBSURFACE CONDITIONS Subsurface conditions were investigated by drilling two foundation design test hole as close as practical to the anticipated building envelope. Approximate test hole locations are shown in Figure 1, Test Hole Location Plan. The test holes were drilled to a depth of 20 feet and samples were taken at various intervals based on anticipated foundation bearing depths and materials encountered. Lithologic logs and Standard Penetration test results are shown in Figure 2, Test Hole Logs. Soils have been deposited by wind, slope -wash and low -to -moderate energy stream flow. Test Hole 1 (TH-1) and Test Hole 2 (TH-2) encountered two to three feet of soft to medium stiff clay overlaying two to three feet of fine to coarse-grained, slightly clayey sand. Nine to 10 feet of medium -stiff, highly expansive clay was encountered beneath the upper sand layer. Interbedded sandy clays and clayey sands were present below the expansive clay to the total depth investigated. Bedrock was not encountered during drilling operations. Bedrock has been mapped by the U.S.G.S. as the Denver and Arapahoe Formations. The Denver and Arapahoe Formations consist of interbedded and intertonguing lenses of shales, claystones, siltstones, sandstones and conglomerates. PROJECT NO. 17-10685 November 1, 2017 Page 3 of 10 Swell -consolidation testing was conducted on five representative soil samples from depths of 3, 6, 11 and 19 feet below existing grade. Test results indicate that the sands have very low to no swell potential and the clays above the water table have high to very high swell potential. The sand sample from a depth of three.feet consolidated 1.0 when saturated under a constant load of 1000 psf. Clay samples from a depth of six feet swelled 5.5 to 8.4 percent under similar conditions. Soil samples from 11 and 19 feet consolidated between 0.1 and 0.2 percent under similar conditions. Maximum swell pressure was approximately 14,000 psf. Detailed test results are presented in Figures 3 through 5, Swell -Consolidation Test Results. Groundwater was encountered at depths of 10 and 11 feet below existing grade in TH-1 and TH-2, respectively, during drilling operations. Free water was present at 11 and 11.5 feet in TH-1 and TH-2, respectively, when checked 15 days after drilling operations. Groundwater appears to be part of a regional perched water table associated with Clear Creek. Water appears to be within the soils and perched on top of bedrock. Due to the geologic and topographic location of the site and the proposed construction, it is unlikely that groundwater will affect the proposed residence after construction. Groundwater may be encountered in caisson holes if drilled caissons are used to support the foundation. Groundwater may pose a risk to basement construction after construction. Basement floor slab elevation should be a minimum three feet above the highest seasonal water table, which appears to be approximately 10 feet below existing grade.. Groundwater may become more shallow following periods of heavy precipitation. Groundwater conditions can be better evaluated during construction by observing the foundation excavation. PROJECT NO. 17-10685 November 1, 2017 Page 4 of 10 FOUNDATION DESIGN SPECIFICATIONS Subsurface conditions encountered, results of laboratory testing and experience with similar conditions indicate three foundation systems will be suitable: 1. Drilled straight shaft concrete friction caissons 2. Drilled helical steel piles 3. Continuous spread footings on over -excavated and replaced subgrade DRILLED CONCRETE FRICTION CAISSONS: Reinforced concrete friction caissons shall be designed as outlined below. 1. Maximum end bearing pressure = 5000 psf. 2. Maximum side shear = 1000 psf. 3. Minimum dead load = 5000 pounds. 4. Minimum length/diameter: Garage/Crawl Space: 34 feet long / 10 -inch diameter 5. All piers shall extend to approximately the same depth below final grade. 6. Small -diameter piers and long -grade beam spans should be used. Piers should be reinforced for their entire length with sufficient steel to resist tensile forces from swelling soil. Design shall assume that the upper 20 feet of soil (below final grade) will become saturated and exert an uplift pressure of 1000 psf on the pier surface. Tensile strength should be greater than the difference between the heaving force and dead load on the pier. PROJECT NO. 17-10685 November 1, 2017 Page 5 of 10 Care shall be taken to insure mushrooming does not occur at caisson tops. A minimum one -foot section of "sona tube", the same diameter as the caisson, shall be installed in each hole prior to placing concrete. Alternative methods may be used if approved by our representative at the time of, or prior to, pier installation. Groundwater may be encountered during caisson drilling operations in some or all holes. Available information indicates placing concrete immediately after caissons are drilled (drill and pour) may not be possible. Concrete should not be placed without using a pump and tremie in caissons with greater than four inches of standing water in the bottom. Displacing water by pumping concrete from the bottom up may be possible if excessive water is encountered. Temporary casing will be required if caisson hole sides are sloughing or caving. DRILLED HELICAL STEEL PILES: Steel helical piles shall be 1.75 -inch rounded steel shafts with a single eight -inch -diameter helix and standard new construction top brackets. Piles shall be installed to a minimum depth of 20 feet with a minimum torque of 4000 foot-pounds. Maximum allowable load per pile is 18,000 pounds. CONTINUOUS SPREAD FOOTINGS: The foundation can be supported on continuous spread footings and isolated pads if the foundation excavation is prepared as specified below. Footings shall be designed for a maximum contact pressure of 2000 psf. Maximum contact pressure shall be calculated using full dead load plus full live load. Footings shall be proportioned, as much as practical, to maintain even contact pressures and help prevent differential settlement or heave. PROJECT NO. 17-10685 November 1, 2017 Page 6 of 10 Footings shall be constructed on properly prepared subgrade. Procedures for preparing the foundation bearing soils shall be: 1. Over -excavate expansive soil within the building footprint to a minimum depth of five feet below foundation bearing elevation. The over -excavated area shall extend laterally a minimum of four feet beyond the foundation perimeter. 2. Bring the entire foundation excavation to desired grade by placing moisture -treated compacted fill as required. Fill shall be granular, non -cohesive, non -expansive soil. Importing fill will be necessary. Fill shall be approved by a representative of this office prior to use. 3. Fill shall be placed in maximum 12 -inch -thick loose lifts, moistened to within plus or minus two percent of optimum moisture content, as defined by ASTM D-698 (standard Proctor), and compacted to a minimum of 95 percent of maximum density, as defined by ASTM D-698. 4. Fill shall not be placed over frozen or saturated soil. Fill shall not be placed when ambient air temperature is below 32 degrees Fahrenheit. Fill shall be protected from freezing during construction. 5. Excavation preparation and fill placement operations should be observed and/or tested by a representative of this office to verify conformance with these specifications and proper fill placement and compaction. GENERAL: A six-inch void shall be provided below all grade beams. Void material shall be water resistant or sealed with an impervious material, such as polyethylene, prior to placing concrete. Foundation walls shall be designed to withstand an at -rest lateral earth pressure of 60 lb/cu-ft/ft. An equivalent fluid pressure of 250 pcf/ft may be used for passive lateral soil pressures. PROJECT NO. 17-10685 November 1, 2017 Page 7 of 10 DRAIN SYSTEMS A foundation drain system is not required for the soils present and the type of construction proposed. Foundation drain system recommendations and specifications can be provided if plans change to include accessible below -grade space. FOUNDATION BACKFILL Backfill placed against foundation walls should be free of trash and fragments of rock over six inches in maximum diameter, moistened and adequately compacted to prevent excessive settlement. Walls should be a minimum of seven days old prior to backfilling. The floor system should be installed or walls should be braced to help prevent movement during backfill operations. Controlled puddling shall not be used. The ground surface shall slope away from the foundation. A minimum grade of 10 percent (one foot in ten) shall be provided within 10 feet of the structure, or as far as property boundaries permit, where the surface is not covered with concrete or other hardscaping. The owner should periodically inspect the surface around the foundation to locate and correct grading problems that may occur due to normal foundation backfill settlement. INTERIOR FLOOR SLAB CONSTRUCTION The builder and/or owner should be aware that concrete floor slabs placed on native soils may move if support materials become wet. Construction of a suspended floor over crawl space is one means of minimizing risk that slab movement will occur. PROJECT NO. 17-10685 November 1, 2017 Page 8 of 10 Expansion potential of soils at, and below, garage and crawl -space depths indicates there is a low risk of significant interior floor slab movement if the excavation has been properly prepared as specified in the foundation design specifications section. The following procedures will help improve slab performance, minimize potential for movement, and help prevent damage if some risk of movement can be tolerated: 1. Subgrade should be prepared based on the soil type encountered. Expansive materials should not be compacted more than necessary during excavation and construction. Clays should not be allowed to dry excessively. The surface should be thoroughly wetted 24 hours prior to slab placement. 2. A minimum four -inch -thick layer of 3/4 -inch washed gravel or crushed rock shall be placed beneath the slab. Rock should be covered with an impervious vapor barrier. A 4 -inch -diameter PVC conduit should be provided through the slab into the gravel layer near the mechanical system to provide for future mechanical ventilation, if necessary. 3. Concrete slabs should be reinforced with steel mesh and should be separated from all bearing members and utilities to allow independent movement ( i.e., a "floating slab"). 4. Joints should be scored in the slab at maximum 200 square foot areas. 5. A minimum void space of two inches should be constructed above or below any nonbearing partition walls. In finished areas, any furring strips, drywall, paneling, etc., should stop a minimum of two inches above the floor. 6. Water pipes should not be placed under the floor slab if hot water is used. A flexible connection should be used to allow some movement between the furnace and the heating ducts if forced -air heating is used. 7. Flexible connections should be used on all mechanical systems placed on floor slabs. All plumbing which extends below floor slabs should have flexible connections and allowance for movement with the slab. B. Foundation drain systems and landscaping should be completed in strict compliance with specifications contained herein to help prevent wetting of slab support soils. PROJECT NO. 17-10685 November 1, 2017 Page 9 of 10 LAWN AND LANDSCAPE IRRIGATION Lawn and landscaping irrigation should be controlled, as much as possible, to prevent additional wetting of subsoils. Automatic sprinkling systems should be placed so that, under full pressure, spray does not fall within five feet of foundation walls. Drip or mist irrigation systems should not be placed within five feet of foundation walls. Installing any portion of the irrigation system within five feet of walls should be avoided. Decorative landscape, such as rock and/or bark should be used in areas next to foundation walls. Vegetation planted within five feet of foundation walls should be hand watered and this watering should be minimized. Downspouts and sillcocks should not be allowed to discharge directly on the ground surface. Splash blocks and/or down spout extensions should be used to discharge water beyond foundation backfill where backfill soils are not covered by pavement and/or sidewalks. The owner is encouraged to read A Guide to Swelling Soils for Colorado Homebuyers and Homeowners, Special Publication No. 43, available from the Colorado Geological Survey. Recommendations contained in the report are applicable to all residential construction in the Denver area, regardless of soil expansion potential. INSPECTION AND CONSULTATION In any subsurface investigation it is necessary to assume conditions encountered in the field investigation are representative of the site. Actual conditions may differ from anticipated conditions. Subsurface conditions should be verified through visual inspection of PROJECT NO. 17-10685 November 1, 2017 Page 10 of 10 the foundation excavation by a representative of this office prior to construction. Footing forms, caisson installation, drilled helical pile installation, reinforcing steel placement in foundation walls and over -excavation and fill placement should also be inspected to insure compliance with these recommendations, engineered foundation plans and City of Wheat Ridge requirements. We are available to discuss the contents of this report with you. Please contact us if you have questions or when further consultation or inspections are required. TEST HOLE LOCATION PLAN 10471 WEST 38TH AVENUE WHEAT RIDGE, COLORADO I 1 I 1 I 1 I i I I I I I I I I 1 1 I EXISTING AUXILIARY I STRUCTURES I 1 i 1 1 I I 1 I 1 I IopTH-1 I 1 1 1 1 I EXISTING I SINGLE—FAMILY 1 RESIDENCE 1 t TH-2 t I I I 1 1 1 EXPLANATION •TH-1 FOUNDATION DESIGN TEST HOLE — —WEST 38TH AVENUE— — Test holes are located using taping and map SCALE: 1" = 40' measurement. Locations should be considered accurate only to the degree implied by the BUILDING LOCATIONS method used. ARE APPROXIMATE PROJECT NO. 17-10685 COMPLETE ENGWEERWG SERVICES FIGURE 1 TH-1 0 CVnI w►1 A'n^ki. 7/12 S -C -1.0% 19/12 S -C F 5.5% 10/12 7/12 11/12 TEST HOLE LOGS TH-2 0- ® CLAY; soft to medium stiff, sl. moist to wet, brown, (CL). C--.3 SAND; fine to coarse grained, sl. clayey, sparse gravel, loose to med. dense, sl. moist to v. moist, tan to brown, (SP -SC). SAND; fine to med. grained, silty, clayey, loose to med. dense, wet, grey to brown, (SP -SM). 10 — 15 — 20 — 27/12 17/12 S -C +8.4% 14/12 S -C -0.1% 15/12 10/12 S -C 0.2% Indicates location of standard penetration test. Indicates 13 blows with a 140 pound hammer falling 30 inches were required to drive a 2.5- diameter sampler 12 inches. S -C indicates sample tested for swell - consolidation potential & percent swell (+) or consolidation (-). Indicates approximate location of boundary between lithologic units. Transition may be gradual. Indicates depth to water measured at given number of days after drilling. eam-N PROJECT N0. j 17-10685 TE COMPLEENGINEERNG SERVICES FIGURE 2 -- - 3 0 K 1 0.1 t� 3 5 iZh a 4 3 be 2 C SWELL -CONSOLIDATION TEST RESULTS MOISTURE CONTENT: 14.2% UNIT DRY WEIGHT: 101.9 pcf DESCRIPTION: Sand, med. grn, brn FROM: TH-1 AT 3 FEET CONSOL UNDER CONSTANT PRESSURE DUE TO WETTING 1.0 10 APPUED PRESSURE (kef) MOISTURE CONTENT: 25.1% UNIT DRY WEIGHT: 100.7 pcf DESCRIPTION: Clay, brn FROM: TH-1 AT 6 FEET I I I I V I I I PRESSURESWELL UNDER CONSTANT DE TOWETTING 0.1 1.0 10 APPUED PRESSURE (ksfl _e� imb A-0 PROJECT NO. 17-10685 COMPLETE ENGINEERING SERVICES m FIGURE 3 8 7 FMI 51 bt 3 2 z 0 F � 1 0 0 U 6 3 6 2 us 1 0 bt 1 2 F5 F 0 3 M 8 z 4 0 U SWELL- CONSOLIDATION TEST RESULTS MOISTURE CONTENT: 25.0% UNIT DRY WEIGHT: 97.8 pcf DESCRIPTION: Clay, brn FROM: TH-2 AT 6 FEET i I I I I I I I I PSWELL UNDER SURE DUE TO WETTING 0.1 1.0 10 100 APPUED PRESSURE (kaf) MOISTURE CONTENT: 24.9% UNIT DRY WEIGHT: 101.1 pcf DESCRIPTION: Clay, mottled gm—brn FROM: TH-2 AT 11 FEET IIII I PRESSOURENDER DUE TONWETTING I 0.1 1.0 10 js� APPLIED PRESSURE (kaf) PROJECT N0. 17-10685 COMPLETE ENGINEER NG SERVICES 100 FIGURE 4 3 0 k 1 2 F 3 0 U) z 4 O U 0.1 m 5M Di 6 4 3 8t 2 7 C• SWELL -CONSOLIDATION TEST RESULTS MOISTURE CONTENT: 24.5% UNIT DRY WEIGHT: 97.8 pcf DESCRIPTION: Sand, clayey, grn-gry FROM: TH-2 AT 19 FEET CONSOL UNDER CONSTANT PRESSURE DUE TO WETTING 1.0 10 APPLIED PRESSURE (k9f) MOISTURE CONTENT: UNIT DRY WEIGHT: DESCRIPTION: FROM: 0.1 1.0 10 APPLIED PRESSURE (kat) _e� PROJECT NO. 17-10685 COMPLETE ENGINEERING SERVICES we FIGURE 5 CREScheck Software Version 4.6.4 �J( Compliance Certificate Project 10741 W 38th Energy Code: 2012 IECC Location: Wheat Ridge, Colorado Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 3,228 ft2 Glazing Area 11% Climate Zone: 5 (6158 HDD) Permit Date: November 28,2017 Permit Number: 21.0 0.0 Construction Site: Owner/Agent: 10471 W 38th St Connelly Residence Wheatridge, CO 80033 10471 W 38th St 3 Wheatridge, CO 80033 Designer/Contractor: e3 Power e3 Power 1616 17th St #383 Denver, CO 80202 303-292-1233 andy@e3power.net Compliance: 3.2% Better Than Code Maximum UA: 285 Your UA: 2716 The % Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum -code home. Envelope Assemblies Wall 1: Wood Frame, 16" o.c. 552 21.0 0.0 0.057 31 Window 1: Denver window 32 32:Standard window for Denver .32 .32; NFRC 14 0.320 4 rat Wall 2: Wood Frame, 16" o.c. 716 21.0 0.0 0.057 35 Window 1: Denver window 32 32:Standard window for Denver .32 .32; NFRC 10 0.320 3 rat Window 2: Denver window 32 32:Standard window for Denver .32 .32; NFRC 68 0.320 22 rat Window 3: Denver window 32 32:Standard window for Denver 32 .32; NFRC 18 0.320 6 rat Wall 3: Wood Frame, 16" o.c. 552 21.0 0.0 0.057 28 Window 1: Denver window 32 32:Standard window for Denver .32 .32; NFRC 28 0.320 9 rat Window 2: Denver window 32 32:Standard window for Denver .32 .32; NFRC 9 0.320 3 rat Window 3: Denver window 32 32:Standard window for Denver .32 .32; NFRC 27 0.320 9 rat Wall 4: Wood Frame, 16" o.c. 714 21.0 0.0 0.057 33 Door 1: Solid 24 0.360 9 8 0.320 3 Project Title: 10741 W 38th Report date: 11/29/17 Data filename: C:\Users\Andy\AppData\Local\Check\REScheck\10741 W 38th.rck Pagel of 2 Window 3: Denver window 32 32:Standard window for Denver .32 .32; NERC 54 0.320 17 rat Window 1: IOD -m:2 glazing, clr low -e outr, air gas, mtl no brk frm mat, clr 48 0.320 15 Basement Wall 1: Solid Concrete or Masonry 90 0.0 19.0 0.043 4 Wall height: 3.0' Depth below grade: 3.0' Insulation depth: 3.0' Basement Wail 2: Solid Concrete or Masonry 138 0.0 19.0 0.043 6 Wall height: 3.0' Depth below grade: 3.0' Insulation depth: 3.0' Basement Wali 3: Solid Concrete or Masonry 90 0.0 19.0 0.043 4 Wall height: 3.0' Depth below grade: 3.0' Insulation depth: 3.0' Basement Wall 4: Solid Concrete or Masonry 138 0.0 19.0 0.043 6 Wall height: 3.0' Depth below grade: 3.0' Insulation depth: 3.0' Ceiling 1: Cathedral Ceiling (no attic) 718 49.0 0.0 0.022 16 Ceiling 2: Cathedral Ceiling 599 49.0 0.0 0.022 13 Compliance Statement: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application, The proposed building has been designed to meet the 2012 1ECC requirements in REScheck Version 4.6.4 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Andrew Wifdenberg- e3 Power 'A 4 1112912017 Name - Title SignaturEV Date Project Notes: job Number: 10471 W 38th St Project designed at IECC 2012 standards &NERC CES` w #2573 0 U EXP. 1213] 2019 Z Al�drew Wildenberg C.. �/ Project Title: 10741 W 38th Report date: 11/29/17 Data filename: C:\Users\Andy\AppData\Local\Check\REScheck\10741 W 38th.rck Page 2 of 2 Load Short Form Job: 10471 W 38th St - wrightsoft, Date: Nov28,2017 Entire House By: e3 Power 1616 17th St#383, Denver, CO 80202 Phone: 303-292-1233 Email: andy@e3power.net Web: www.e3power.net For: Connelly Residence 10471 W 38th St, Wheatridge, CO 80033 Htg Clg Infiltration Outside db (°F) 1 91 Method Simplified Inside db (°F) 70 75 Construction quality Average Design TD (°F) 69 16 Fireplaces 1 (Average) Daily range - H Inside humidity (%) 30 50 Moisture difference (gr/lb) 34 -34 Efficiency Heating input Heating output Temperature rise Actual airflow Air flow factor Static pressure Space thermostat 92.1 AFUE HEATING EQUIPMENT Make Goodman Mfg. Trade AMANAHEATING ANDAIR CONDITIO... Model ACSS920603BN AHRI ref 7368114 Efficiency Heating input Heating output Temperature rise Actual airflow Air flow factor Static pressure Space thermostat 92.1 AFUE Area (ft2) 60000 Btuh 44000 Btuh 54 °F 900 cfm 0.030 cffnBtuh 0.80 in H2O COOLING EQUIPMENT Make Amana Area (ft2) Htg load (Btuh) Trade AMANA Htg AVF (cfm) CIgAVF (cfm) Cond ANX130301A 63 1912 Coil AWUF300516B 57 29 AHRI ref 6688054 20 0 Efficiency 11.0 EER, 13 SEER 0 Sensible cooling 20700 Btuh Latentcooling 6900 Btuh Total cooling 27600 Btuh Actual airflow 900 cfm Air flow factor 0.068 cfm/Btuh Static pressure 0.80 in H2O Load sensible heat ratio 1.00 72 ROOM NAME Area (ft2) Htg load (Btuh) Clg load (Btuh) Htg AVF (cfm) CIgAVF (cfm) Storage 63 1912 428 57 29 M ech 20 0 0 0 0 Laund 151 2485 547 75 37 Kitchen 160 1433 2387 43 162 Master Bed 168 1828 838 55 57 Mas Bath 72 904 272 27 18 M WIC 48 0 0 0 0 Dining 192 2079 1572 62 107 Living 240 3255 2349 98 159 Stai rs 108 0 0 0 0 Office 48 1507 513 45 35 PDR 24 733 188 22 13 Crawl 1294 3437 0 103 0 P -A 0 1 FQ Or -r -A 1 rlrlr, ort co Boldlitalic values have been manually overridden Calculations approved byACCA to meet all requirements of Manual J 8th Ed. .. wrinhtsoft° 2017 -Nov -30 14:age 1 9 Right-SuteOO Universal 2017 17.0.29 RSU20708 Page 1 Ar'CK ...Ardy\Docrrnerts\Wrigttsoft HVAC\10741 W 38th.rr{> Calc= MJ8 Frort Door faces: N oduI L VV OVJ IVO 10 t Bed 3 140 2482 1427 74 97 WIC 30 846 148 25 10 Loft 242 3942 1485 118 101 Entire House 3228 30012 13267 900 900 Other equip loads 0 1707 Equip. @ 1.00 RSM 14974 Latent cool i ng 0 TOTALS 3228 30012 14974 Solr4italic values have been manually overridden Calculations approved byACCA to meet all requirements of Manual J 8th Ed 15 �1 wrightsoft` Right-Sute@Uriversal 20l7 l7.0.29 RSU20708 Page 2017-Nov-3014:age 2 2 .4r—Ck ...Andy\Docuneris\WrigMsoftHVAC\10741 W38th.rp Calc =MJ8 FrorYDoor faces: N +- wrightsoft® Building Analysis Entire House e3 Power 161617th St#383, Denver, CO 80202 Phone: 303-292-1233 Email: andy@e3power.net Web: www.e3power.net For: Location: Denver Intl AP, CO, US Elevation: 5430 ft Latitude: 40'N Outdoor: Dry bulb (°F) Daily range (°F) Wet bulb (°F) Wind speed (mph) Connell Residence 10471 W 38th St, Wheatridge, CO 80033 Job: 10471 W 38th St Date: Nov28,2017 By: Heatin Component Indoor: Heating % of load Indoor temperature (°F) 70 11014 Design TD (°F) 69 22.1 Relative humidity (%) 30 Heating Cooling Moisture difference (grAb) 34.3 1 91 Infiltration: 1.7 - 27 ( H ) Method Simplified 60 Construction quality Average 15.0 7.5 Fireplaces 1 (Average) Heatin Component Btuh/ft2 Btuh % of load Walls 4.1 11014 36.7 Glazing 22.1 6249 20.8 Doors 24.8 596 2.0 Ceilings 1.7 2185 7.3 Floors 1.9 2411 8.0 Infiltration 3.0 7557 25.2 Ducts 0 0 Piping 0 0 Humidification 0 0 Ventilation 0 0 Adjustments 0 Total 30012 100.0 Component Btuh/ft2 Btuh % of load Walls 0.7 1824 12.2 Glazing 21.2 5989 40.0 Doors 8.6 206 1.4 Ceilings 0.8 1023 6.8 Floors 0 0 0 Infiltration 0.5 1175 7.9 Ducts 0 0 Ventilation 0 0 Internal gains 3050 20.4 Blower 1707 11.4 Adjustments 0 Total 14974 100.0 Latent Cooling Load = 0 Btuh Overall U -value = 0.058 Btuh/ft2--°F Data entries checked. Glazing BolcKtalic values have been manually overridden Other - nternal Gains tration Cooling 75 16 50 -34.3 111A.F.I.. wrightsoft° 2017 -Nov -3014:15:10 Rign_Sute®Universal 201717.0.29RSU20708 ACCP. Page 1 ...Andy\Docunents\WrigMsoftHVAC\10741 W381h.nQ Calc Fron[Doorfaces: N - wrightsoft� Component Constructions Entire House e3 Power 1616 17th St#383, Denver, C0 80202 Phone: 303-292-1233 Email: andy@e3powermt Web: wmve3power.net For: Connelly Residence 10471 W 38th St, Wheatridge, CO 80033 Job: 10471 W 38th St Date: Nov 28,2017 By: Construction descriptions or Area u -value Insul R Htg HTM Loss Clg HTM Gain ft, BtuWft;`F ft''F/Btuh Btuh/ft' Btuh Btuh/R' Btuh Walls 12F-0sw: Frm wall, stucco ext, 1/2" wood shth, r-21 cav ins, 1/2" gypsum board int fnsh, 2N6" wood fan, 16" o.c. stud Bg wall, light dry soil, concrete wall, r-19 ins, 8" thk: Bg wall, light dry soil, concrete wall, r-19 ins, 8" thk Partitions (none) Windows Denverwindow 32 32: Standard window for Denver .32 .32; NFRC rated (SHGC=0.32); 50% outdoor insect screen; 2 ft overhang (4.5 ft window ht, 0 ft sep.); 6.67 ft head ht Denverwindow 32 32: Standard window for Denver .32 .32; NFRC rated (SHGC=0.32); 50% outdoor insect screen; 2 ft overhang (2.5 ft window ht, 0 ft sep.); 6.67 ft head ht Denverwindow 32 32: Standard window for Denver. 32 .32; NFRC rated (SHGC=0.32); 50% outdoor insect screen; 2 ft overhang (6 ft window ht, 0 ft sep.); 6.67 ft head ht Denverwindow 32 32: Standard window for Denver .32 .32; NFRC rated (SHGC=0.32); 50% outdoor insect screen; 2 ft overhang (3.5 ft window ht, 0 ft sep.); 6.67 ft head ht 10D -m: 2 glazing, dr low -e outr, air gas, mtl no brk frm mat, dr innr, 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.32); 50% outdoor insect screen; 2 ft overhang (8 ft window ht, 0 ft sep.); 8 ft head ht n 539 Design Conditions, 4.48 2415 Location: 441 Indoor: Heating Cooling Denver Intl AP, CO, US 2785 Indoor temperature (°F) 70 75 Elevation: 5430 ft 21.0 Design TD (°F) 69 16 Latitude: 40'N w 580 Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (grAb) 34.3 -34.3 Dry bulb (°F) 1 91 Infiltration: 0.82 1824 Daily range (°F) - 27 (H ) Method Simplified 203 Wet bulb (°F) - 60 Construction quality Average 19.0 Wind speed (mph) 15.0 7.5 Fireplaces 1 (Average) s 90 Construction descriptions or Area u -value Insul R Htg HTM Loss Clg HTM Gain ft, BtuWft;`F ft''F/Btuh Btuh/ft' Btuh Btuh/R' Btuh Walls 12F-0sw: Frm wall, stucco ext, 1/2" wood shth, r-21 cav ins, 1/2" gypsum board int fnsh, 2N6" wood fan, 16" o.c. stud Bg wall, light dry soil, concrete wall, r-19 ins, 8" thk: Bg wall, light dry soil, concrete wall, r-19 ins, 8" thk Partitions (none) Windows Denverwindow 32 32: Standard window for Denver .32 .32; NFRC rated (SHGC=0.32); 50% outdoor insect screen; 2 ft overhang (4.5 ft window ht, 0 ft sep.); 6.67 ft head ht Denverwindow 32 32: Standard window for Denver .32 .32; NFRC rated (SHGC=0.32); 50% outdoor insect screen; 2 ft overhang (2.5 ft window ht, 0 ft sep.); 6.67 ft head ht Denverwindow 32 32: Standard window for Denver. 32 .32; NFRC rated (SHGC=0.32); 50% outdoor insect screen; 2 ft overhang (6 ft window ht, 0 ft sep.); 6.67 ft head ht Denverwindow 32 32: Standard window for Denver .32 .32; NFRC rated (SHGC=0.32); 50% outdoor insect screen; 2 ft overhang (3.5 ft window ht, 0 ft sep.); 6.67 ft head ht 10D -m: 2 glazing, dr low -e outr, air gas, mtl no brk frm mat, dr innr, 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.32); 50% outdoor insect screen; 2 ft overhang (8 ft window ht, 0 ft sep.); 8 ft head ht n 539 0.065 21.0 4.48 2415 0.82 441 e 621 0.065 21.0 4.48 2785 0.82 509 S 488 0.065 21.0 4.48 2189 0.82 400 w 580 0.065 21.0 4.48 2599 0.82 475 all 2227 0.065 21.0 4.48 9988 0.82 1824 n 90 0.033 19.0 2.25 203 0 0 e 138 0.033 19.0 2.25 311 0 0 s 90 0.033 19.0 2.25 203 0 0 w 138 0.033 19.0 2.25 311 0 0 all 456 0.033 19.0 2.25 1026 0 0 n 14 0.320 0 22.1 298 10.2 137 e 68 0.320 0 22.1 1490 24.0 1621 s 9 0.320 0 22.1 199 10.2 92 s 27 0.320 0 22.1 596 10.2 275 w 54 0.320 0 22.1 1192 24.0 1297 all 171 0.320 0 22.1 3776 20.0 3421 e 10 0.320 0 22.1 221 17.8 178 e 18 0.320 0 22.1 397 26.0 467 s 28 0.320 0 22.1 618 10.2 285 w 48 0.320 0 22.1 1060 19.2 921 Boldlitalic values have been manually overridden 2017 -Nov -30 14:15:10 wrightsoft" Right-Sute®Uriversa1201717.0.29RSU20708 ,4CCP, Page 1 Andy\Docunerds\WrightsoftHVAC\10741 W381h.rrp Calc FrortDoorfaces: N Denverwindow 32 32: Standard window for Denver.32 .32; NFRC rated w 8 0.320 (SHGC=0.32); 50% outdoor insect screen; 2 ft overhang (2 ft window ht, 0 8.57 ft sep.); 6.67 ft head ht 49.0 Doors 975 11 K0: Door, mtl fbrgl type, mtl strm w 24 0.360 Ceilings 1.65 Rf/clg ceiling, asphalt shingles roof mat, frm cons, 1/2" gypsum board int 599 0.024 fnsh, 12" thkns, r-49 ceil ins: Rf/dg ceiling, asphalt shingles roof mat, frm 49.0 cons, 1/2" gypsum board int fnsh, 12" thkns, r49 ceil ins 132 Rf/dg ceiling, asphalt shingles roof mat, fret cons, 12" thkns, r-49 ceil ins: 654 0.024 Rf/dg ceiling, asphalt shingles roof mat, frm cons, 12" thkns, r-49 ceil ins Rf/dg ceiling, asphalt shingles roof mat, frm cons, 6" thkns, r-49 ceil ins: 64 0.030 Rf/dg ceiling, asphalt shingles roof mat, frm cons, 6" thkns, r-49 ceil ins Floors 21A -20t: Bg floor, light dry soil, 3' depth 1294 0.027 Boldlitalic values have been manually overridden 0 22.1 177 14.3 114 6.3 24.8 596 8.57 206 49.0 1.63 975 0.76 457 49.0 1.65 1078 0.77 505 49.0 2.06 132 0.96 62 0 1.86 2411 0 0 2017 -Nov -3014:15:10 Wilhtsoft' g Right-Sute@ Uriversal 2017 17.0.29 RSU20708 Page 2 ACCA ...Andy0ocurnents\WrightsoftHVAC\10741 W38th.nQ Calc =MJ8 FrorlDoor faces: N Component Constructions Job: 10471 W 38th St wrightsofte Data: Nov28,2017 Storage By: e3 Power 1616 17th St#383. Deriver, CO 80202 Phone: 303-292-1233 Email: andy@e3power.net Web: www.e3power.net For: Connelly Residence 10471 W 38th St, Wheatridge, CO 80033 Location: Or Indoor: Heating Cooling Denver Intl AP, CO, US Loss Clg HTM Indoor temperature (°F) 70 75 Elevation: 5430 ft BtutVft'--°F Design TD (°F) 69 16 Latitude: 40°N Walls Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (gdlb) 34.3 -34.3 Dry bulb (°F) 1 91 Infiltration: 21.0 4.48 Daily range (°F) - 27 (H ) Method Simplified 66 Wet bulb (°F) - 60 Construction quality Average 54 Wind speed (mph) 15.0 7.5 Fireplaces 1 (Average) 21.0 Construction descriptions Or Area U -value Insul R Htg HTM Loss Clg HTM Gain ft' BtutVft'--°F ft''FlBtuh BtutVft' Btuh BtuNff Btuh Walls 12F-Osw: Frm wall, stucco ext, 1/2" wood shth, r-21 cav ins, 1/2" gypsum n 70 0.065 21.0 4.48 314 0.82 57 board int fnsh, 2"x6" wood frm, 16" o.c. stud w 66 0.065 21.0 4.48 296 0.82 54 all 136 0.065 21.0 4.48 610 0.82 111 Partitions (none) Windows (none) Doors 11 K0: Door, mtl fbrgl type, mtl strm w 24 0.360 6.3 24.8 596 8.57 206 Ceilings Rf/dg ceiling, asphalt shingles roof mat, frm cons, 12" thkns, r-49 ceil ins: 63 0.024 49.0 1.65 104 0.77 49 Rf/dg ceiling, asphalt shingles roof mat, frm cons, 12" thkns, r-49 ceil ins Floors (none) Boldlitalic values have been manually overridden EA WCI htsoft, I2017 -Nov -3014:15:10 9 Rig 201717.0.29 RS Page3 ACCP.... AndyDocunerts\Wrightsoft HVAC\10741 W 38th.rtp Calc= MJ8 Frort Door faces: N - wrightsofta Component Constructions Mech e3 Power 1616 17th St#383. Denver, CO 80202 Phone: 303-292-1233 Email: andy@e3power.net Web: wYwve3power.net For: Connelly Residence 10471 W 38th St, Wheatidge, CO 80033 Job: 10471 W 38th St Date: Nov28,2017 By: Construction descriptions or Area LI -value insul R Htg HTM Loss Clg HTM Gain ft' BtutVftk-F ft'-"F/Btuh BtUNff Btuh BtutA2 Btuh Walls 12F-0sw: Frm wall, stucco ext, 1/2" wood shth, r-21 cav ins, 1/2" gypsum n 50 0.065 21.0 board int fnsh, 2'xKTwood frm, 16" o.c. stud Partitions (none) Windows (none) Doors (none) Ceilings Rf/dg ceiling, asphalt shingles roof mat, frm cons, 12" thkns, r-49 ceil ins: 20 0.024 49.0 Rf/dg ceiling, asphalt shingles roof mat, frm cons, 12" thkns, r-49 ceil ins Floors (none) Boldlitalic values have been manually overridden 4.48 224 0.82 41 1.65 33 0.77 15 ILIA--+WCI htsoft� 2017 -Nov -3014:15:10 g Rigtt-Sute,&Uriversal20l7l7.0.29RSU20708 Page ACCP....Andy\Docunerts\WrightsoftHVAC\10741 W38th.rtp Calc =MJ8 Frort Door faces: N Design Conditions - Location: Indoor: Heating Cooling Denver Intl AP, CO, US Indoor temperature (°F) 70 75 Elevation: 5430 ft Design TD (°F) 69 16 Latitude: 40°N Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (grAb) 34.3 -34.3 Dry bulb (°F) 1 91 Infiltration: Daily range (°F) - 27 (H ) Method Simplified Wet bulb (F) - 60 Construction quality Average Wind speed (mph) 15.0 7.5 Fireplaces 1 (Average) Construction descriptions or Area LI -value insul R Htg HTM Loss Clg HTM Gain ft' BtutVftk-F ft'-"F/Btuh BtUNff Btuh BtutA2 Btuh Walls 12F-0sw: Frm wall, stucco ext, 1/2" wood shth, r-21 cav ins, 1/2" gypsum n 50 0.065 21.0 board int fnsh, 2'xKTwood frm, 16" o.c. stud Partitions (none) Windows (none) Doors (none) Ceilings Rf/dg ceiling, asphalt shingles roof mat, frm cons, 12" thkns, r-49 ceil ins: 20 0.024 49.0 Rf/dg ceiling, asphalt shingles roof mat, frm cons, 12" thkns, r-49 ceil ins Floors (none) Boldlitalic values have been manually overridden 4.48 224 0.82 41 1.65 33 0.77 15 ILIA--+WCI htsoft� 2017 -Nov -3014:15:10 g Rigtt-Sute,&Uriversal20l7l7.0.29RSU20708 Page ACCP....Andy\Docunerts\WrightsoftHVAC\10741 W38th.rtp Calc =MJ8 Frort Door faces: N wrightsoft® Component Constructions Laund e3 Power 1616 17th St#383, Denver, C0 80202 Phone: 303-292-1233 Email: andy@e3power.net Web: vww.e3power.net f-roject intormatiorr, For: Connelly Residence 10471 W 38th St, Wheatridge, CO 80033 1PRian Cnnelitic Job: 10471 W 38th St Date: Nov28,2017 By: Location: Or Indoor: Heating Cooling Denver Inti AP, CO, US Loss Cig HTM Indoor temperature (°F) 70 75 Elevation: 5430 ft Btutdfti'F Design TD (°F) 69 16 Latitude: 40°N Walls Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (gr4b) 34.3 -34.3 Dry bulb (°F) 1 91 Infiltration: 21.0 4.48 Daily range (°F) - 27 (H ) Method Simplified 90 Wet bulb (°F) - 60 Construction quality Average 74 Wind speed (mph) 15.0 7.5 Fireplaces 1 (Average) 21.0 Construction descriptions Or Area U -value Insul R Htg HTM Loss Cig HTM Gain ft' Btutdfti'F ft''RBtuh Btutwft' Btuh BtutVf' Btuh Walls 12F-0sw: Frm wall, stucco ext, 1/2" wood shth, r-21 cav ins, 1/2" gypsum n 127 0.065 21.0 4.48 567 0.82 104 board int fnsh, 2'x6" wood frm, 16" o.c. stud a 90 0.065 21.0 4.48 404 0.82 74 all 217 0.065 21.0 4.48 971 0.82 177 Partitions (none) Windows Denver window 32 32: Standard window for Denver .32 .32; NFRC rated n (SHGC=0.32); 50% outdoor insect screen; 2 ft overhang (4.5 ft window ht, 0 ft sep.); 6.67 ft head ht Doors (none) Ceilings Rf/dg ceiling, asphalt shingles roof mat, frm cons, 12" thkns, r-49 ceil ins: Rf/dg ceiling, asphalt shingles roof mat, frm cons, 12" thkns, r-49 ceil ins Floors (none) 14 0.320 151 0.024 Boldiitalic values have been manually overridden 0 22.1 298 10.2 137 49.0 1.65 249 0.77 117 1 2017 -Nov -3014:15:10 Wil 1t50t® Righ-Stiteg Uriversal 2017 17.0.29 RSU20708 Page 5 ACCA ...Andy\Docunertts\WngttsoftHVAC\10741 W38th.np Calc =MJ8 FrortDoor faces : N Component Constructions Job: 10471 W 38th St - wrightsoft° Data: Nov28,2017 Kitchen By: e3 Power 1616 17th St#383, Denver. CO 80202 Phone: 303-292-1233 Email: andy@e3powernet Web: wmue3power.wt For: Connelly Residence 10471 W 38th St, Wheatridge, CO 80033 Construction descriptions Or Area U -value Insul R Htg HTM Loss Clg HTM Gain ft' BtuNft''F ft'-"F/Btuh Btuh/ft' Btuh Btuh/ft' Btuh Walls 1217-0sw: Frm wall, stucco ext, 1/2" wood shth, r-21 cav ins, 1/2" gypsum w board int fnsh, 2"x6" wood frm, 16" o.c. stud Partitions (none) Windows Denver window 32 32: Standard window for Denver.32 .32; NFRC rated w (SHGC=0.32); 50% outdoor insect screen; 2 ft overhang (4.5 ft window ht, 0 ft sep.); 6.67 ft head ht Doors (none) Ceilings Rf/dg ceiling, asphalt shingles roof mat, frm cons, 12" thkns, r-49 ceil ins: Rf/dg ceiling, asphalt shingles roof mat, frm cons, 12" thkns, r-49 ceil ins Floors (none) 73 0.065 27 0.320 128 0.024 Boldfflalic values have been manually overridden 21.0 4.48 327 0.82 60 0 49.0 22.1 596 24.0 648 1.65 211 0.77 99 2017 -Nov -30 14:15:10 wrightsoft¢ Pig t{_Sute®Universal 201717.0.29RSU20708 Page 6 ACCP, ...Arxly\Docunerts\Wrighlsoft HVAC\10741 W38th.rtp Calc=MJ8 Front D°°riaces N Design Conditions, Location: Indoor: Heating Cooling Denver Intl AP, CO, US Indoor temperature (°F) 70 75 Elevation: 5430 ft Design TD (°F) 69 16 Latitude: 40°N Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (grAb) 34.3 -34.3 Dry bulb (°F) 1 91 Infiltration: Daily range (°F) - 27 (H ) Method Simplified Wet bulb (°F) - 60 Construction quality Average Wind speed (mph) 15.0 7.5 Fireplaces 1 (Average) Construction descriptions Or Area U -value Insul R Htg HTM Loss Clg HTM Gain ft' BtuNft''F ft'-"F/Btuh Btuh/ft' Btuh Btuh/ft' Btuh Walls 1217-0sw: Frm wall, stucco ext, 1/2" wood shth, r-21 cav ins, 1/2" gypsum w board int fnsh, 2"x6" wood frm, 16" o.c. stud Partitions (none) Windows Denver window 32 32: Standard window for Denver.32 .32; NFRC rated w (SHGC=0.32); 50% outdoor insect screen; 2 ft overhang (4.5 ft window ht, 0 ft sep.); 6.67 ft head ht Doors (none) Ceilings Rf/dg ceiling, asphalt shingles roof mat, frm cons, 12" thkns, r-49 ceil ins: Rf/dg ceiling, asphalt shingles roof mat, frm cons, 12" thkns, r-49 ceil ins Floors (none) 73 0.065 27 0.320 128 0.024 Boldfflalic values have been manually overridden 21.0 4.48 327 0.82 60 0 49.0 22.1 596 24.0 648 1.65 211 0.77 99 2017 -Nov -30 14:15:10 wrightsoft¢ Pig t{_Sute®Universal 201717.0.29RSU20708 Page 6 ACCP, ...Arxly\Docunerts\Wrighlsoft HVAC\10741 W38th.rtp Calc=MJ8 Front D°°riaces N +- wrightsoft' Component Constructions Master Bed e3 Power 1616 17th St#383. Denver, C0 80202 Phone: 303-292-1233 Email:andy@e3powerrietWeb:wvAv.e3power.net For: Connelly Residence 10471 W 38th St, Wheatridge, CO 80033 Job: 10471 W 38th St Date: Nov28,2017 By: Location: or Indoor: Heating Cooling Denver Inti AP, CO, US Loss Clg HTM Indoor temperature (°F) 70 75 Elevation: 5430 ft Btu[Vftt'F Design TD (°F) 69 16 Latitude: 40°N Walls Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (grAb) 34.3 -34.3 Dry bulb (°F) 1 91 Infiltration: 21.0 4.48 Daily range (°F) - 27 (H ) Method Simplified 113 Wet bulb (°F) - 60 Construction quality Average 93 Wind speed (mph) 15.0 7.5 Fireplaces 1 (Average) 21.0 Construction descriptions or Area u -value Insui R Htg HTM Loss Clg HTM Gain ft' Btu[Vftt'F ft' `FBtuh Btuh/ft' Btuh Btutvft' Btuh Walls 12F-0sw: Frm wall, stucco ext, 1/2" wood shth, r-21 cav ins, 1/2" gypsum n 20 0.065 21.0 4.48 90 0.82 16 board int fnsh, 2'5x6" wood frm, 16" o.c. stud a 113 0.065 21.0 4.48 507 0.82 93 all 133 0.065 21.0 4.48 597 0.82 109 Partitions (none) Windows Denver window 32 32: Standard window forDenver.32 .32; NFRC rated e 27 0.320 (SHGC=0.32); 50% outdoor insect screen; 2 ft overhang (4.5 ft window ht, 0 ft sep.); 6.67 ft head ht Doors (none) Ceilings Rf/clg ceiling, asphalt shingles roof mat, frm cons, 12" thkns, r-49 veil ins: 96 0.024 Rf/dg ceiling, asphalt shingles roof mat, frm cons, 12" thkns, r-49 cell ins Floors (none) Boldlitalic values have been manually overridden 0 22.1 596 24.0 648 49.0 1.65 158 0.77 74 ,1 2017 -Nov -3014:15:10 Wr1htsoft, g Right-Sute(DUriversal20l7l7.0.29RSU20708 Page �Cp` ...Andy0octmerks\WrigNsoftM/AC\10741 W38th.rtp Calc =MJ8 Fror&Door faces: N Component Constructions Job: 10471 W 38th St -- wrightsoft" Date: Nov28,2017 Mas Bath By: e3 Power 1616 17th St#383, Denver, C0 80202 Phone: 303-292-1233 Email: andy@e3power.net Web: www.e3power.net For: Connelly Residence 10471 W 38th St, Wheatridge, CO 80033 Location: Indoor: Heating Cooling Denver Intl AP, CO, US Indoor temperature ('F) 70 75 Elevation: 5430 ft Design TD ('F) 69 16 Latitude: 40'N Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (gdlb) 34.3 -34.3 Dry bulb ('F) 1 91 Infiltration: Daily range ('F) - 27 (H ) Method Simplified Wet bulb ('F) - 60 Construction quality Average Wind speed (mph) 15.0 7.5 Fireplaces 1 (Average) Construction descriptions Or Area U -value Insul R Htg HTM Loss Cig HTM Gain ft' BtuNft1'F ft'-'F/Btuh BtuNft- Btuh Btuh/ft' Btuh Walls 12F-0sw: Fan wall, stucco ext, 1/2" wood shth, r-21 cav ins, 1/2" gypsum e 70 0.065 21.0 4.48 314 0.82 57 board int fnsh, 2'x6" wood frm, 16" o.c. stud Partitions (none) Windows Denver window 32 32: Standard window for Denver .32 .32; N FRC rated e 10 0.320 0 22.1 221 17.8 178 (SHGC=0.32); 50% outdoor insect screen; 2 ft overhang (2.5 ft window ht, 0 ft sep.); 6.67 ft head ht Doors (none) Ceilings (none) Floors (none) BokVitalic values have been manually overridden tj 2017 -Nov -30 14:15:10 wrightsoft, Right-Sute@Uriversal20l7l7.O.29RSU20708 ACCa Page 8 Andy�Doctmeris\WrigFisoftHVAC\10741 W38th.rtq Calc=MJ8 Front Door faces: N - wrightsofto Component Constructions M WIC e3 Power 1616 17th St#383, Deriver, CO 80202 Phone: 303-292-1233 Email: andy@e3power.net Web: www.e3power.net For: Location: Denver Intl AP, CO, US Elevation: 5430 ft Latitude: 40'N Outdoor: Dry bulb (°F) Daily range (°F) Wet bulb (°F) Wind speed (mph) Connelly Residence 10471 W 38th St, Wheatridge, CO 80033 Job: 10471 W 38th St Date: Nov28,2017 By: Cooling 75 16 50 -34.3 Construction descriptions Or Area U -value Insul R Htg HTM Loss Clg HTM Gain fp BtutvfK°F ft'-°F/Btuh Btutvft- Btuh Btuh/ft' Btuh Walls (none) Partitions (none) Windows (none) Doors (none) Ceilings (none) Floors (none) Bold4italic values have been manually overridden wri htsoft� 2017 -Nov -3014:15:10 g Right-Sute®Uriversa1201717.0.29RSU20708 Page9 ACCP, ...AnVDocunerts\WrigMsoftHVAC\10741 W38th.rp Calc =MJ8 Frort Door faces: N Indoor: Heating Indoor temperature (°F) 70 Design TD (°F) 69 Relative humidity (%) 30 Heating Cooling Moisture difference (grAb) 34.3 1 91 Infiltration: - 27 ( H ) Method Simplified 60 Construction quality Average 15.0 7.5 Fireplaces 1 (Average) Cooling 75 16 50 -34.3 Construction descriptions Or Area U -value Insul R Htg HTM Loss Clg HTM Gain fp BtutvfK°F ft'-°F/Btuh Btutvft- Btuh Btuh/ft' Btuh Walls (none) Partitions (none) Windows (none) Doors (none) Ceilings (none) Floors (none) Bold4italic values have been manually overridden wri htsoft� 2017 -Nov -3014:15:10 g Right-Sute®Uriversa1201717.0.29RSU20708 Page9 ACCP, ...AnVDocunerts\WrigMsoftHVAC\10741 W38th.rp Calc =MJ8 Frort Door faces: N Component Constructions Job: 10471 W 38th St - wrightsoW Date: Nov 28,2017 Dining By: e3 Power 1616 17th St#383, Denver, C0 80202 Phone: 303-292-1233 Email: andy@e3powernet Web: www.e3power.net For: Connelly Residence 10471 W 38th St, Wheatridge, CO 80033 Location: or Indoor: Heating Cooling Denver Intl AP, CO, US ft' Indoor temperature (°F) 70 75 Elevation: 5430 ft 90 Design TD (°F) 69 16 Latitude: 40'N board int fnsh, ZIAT wood fan, 16" o.c. stud Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (grAb) 34.3 -34.3 Dry bulb (°F) 1 91 Infiltration: 92 Daily range (°F) - 27 (H ) Method Simplified Wet bulb (°F) - 60 Construction quality Average Wind speed (mph) 15.0 7.5 Fireplaces 1 (Average) Construction descriptions or Area 11.1 -value ft''F/Stuh BtUNft' ft' BtutVftz'F Walls 21.0 4.48 90 12F-0sw: Fan wall, stucco ext, 1/2" wood shth, r-21 cav ins, 1/2" gypsum n 20 0.065 board int fnsh, ZIAT wood fan, 16" o.c. stud s 20 0.065 4.48 w 72 0.065 21.0 all 112 0.065 Partitions (none) Windows 10D -m: 2 glazing, dr low -e outr, air gas, mtl no brk frm mat, dr innr, 1/4" w 48 0.320 gap, 1/8"thk; NFRC rated (SHGC=0.32); 50% outdoor insect screen; 2 ft overhang (8 ft window ht, 0 ft sep.); 8 ft head ht Doors (none) Ceilings Rf/dg ceiling, asphalt shingles roof mat, frm cons, 12" thkns, r-49 ceil ins: 24 0.024 Rf/dg ceiling, asphalt shingles roof mat, frm cons, 12" thkns, r-49 ceil ins Floors (none) Bolditalic values have been manually overridden Insul R Htg HTM Loss CIg HTM Gain ft''F/Stuh BtUNft' Btuh Bt&Vft' Btuh 21.0 4.48 90 0.82 16 21.0 4.48 90 0.82 16 21.0 4.48 323 0.82 59 21.0 4.48 502 0.82 92 0 22.1 1060 19.2 921 49.0 1.65 40 0.77 19 -`wrl htsoftw 2017 -Nov -3014:15:10 9 Right-Suteg) Universal 2017 17.0.29 RSU20708 Page 10 ACCP....Andy\Doctrnerts\WrigttsoftHVAC\10741 W38th.rt{) Calc=MJ8 FrortDoorfaoes: N Component Constructions Job: 10471 W 38th St wrightsoft® Date: Nov28,2017 Living By: e3 Power 1616 17th St#383, Denver, CO 80202 Phone: 303-292-1233 Email: andy@e3powermt Web: www.e3power.net Project Informatiom, For: Connelly Residence 10471 W 38th St, Wheatridge, CO 80033 Ipsinn Cnnditin Location: Indoor: Heating Cooling Denver Intl AP, CO, US Indoor temperature (°F) 70 75 Elevation: 5430 ft Design TD (°F) 69 16 Latitude: 40°N Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (gdlb) 34.3 -34.3 Dry bulb (°F) 1 91 Infiltration: Daily range (°F) - 27 (H ) Method Simplified Wet bulb (°F) - 60 Construction quality Average Wind speed (mph) 15.0 7.5 Fireplaces 1 (Average) Construction descriptions Or Area Ll -value Insul R Htg HTM Loss CIg HTM Gain ft' Bturdft''F ft''F/Btuh Btuh/ft' Btuh BtuWft' Btuh Walls 12F-0sw: Frm wall, stucco ext, 1/2" wood shth, r-21 cav ins, 1/2" gypsum board int fnsh, 2"AT wood frm, 16" o.c. stud Partitions (none) Windows Denverwindow 32 32: Standard window for Denver .32 .32; NFRC rated (SHGC=0.32); 50% outdoor insect screen; 2 ft overhang (4.5 ft window ht, 0 ft sep.); 6.67 ft head ht Denver window 32 32: Standard window for Denver .32 .32; NFRC rated (SHGC=0.32); 50% outdoor insect screen; 2 ft overhang (2 ft window ht, 0 ft sep.); 6.67 ft head ht Doors (none) Ceilings Rf/dg ceiling, asphalt shingles roof mat, fmi cons, 12" thkns, r-49 veil ins: Rf/dg ceiling, asphalt shingles roof mat, frm cons, 12" thkns, r-49 veil ins Floors (none) s 133 0.065 w 142 0.065 all 275 0.065 s 27 0.320 w 8 0.320 100 0.024 Bold'italic values have been manually overridden 21.0 4.48 597 0.82 109 21.0 4.48 637 0.82 116 21.0 4.48 1233 0.82 225 0 22.1 0 22.1 49.0 1.65 596 10.2 275 177 14.3 114 165 0.77 77 htsoftw 2017 -Nov -3014:15:10 WPI ,.._. 9 Rig Uriversal 201717.0.29 RSU20708 Page 11 ACCP, Andy\Docunerts\WrightsoftHVAC\10741 W38th.rup Calc=MJ8 FrortDoorfaces: N Component Constructions Job: 10471 W 38th St wrightsoW Date: Nov28,2017 Stairs By: e3 Power 161617th St#383, Denver, CO 80202 Phone: 303-292-1233 Email: andy@e3power.net Web: wrwve3power.net Project Informatiort., For: Connelly Residence 10471 W 38th St, Wheatridge, CO 80033 Construction descriptions Or Area U -value ft' BtuhWft''F Walls 12F-0sw: Frm wall, stucco ext, 1/2" wood shth, r-21 cav ins, 1/2" gypsum e board int fnsh, 2'k6" wood frm, 16" o. c. stud Partitions (none) Windows (none) Doors (none) Ceilings (none) Floors (none) 70 0.065 Boldlitalic values have been manually overridden Insul R Htg HTM Loss Clg HTM Gain ft'-°F/Btuh Btuh/ft' Btuh BtuWT Btuh 21.0 4.48 314 0.82 57 2017 -Nov -30 14:15:10 wrightsoft� R ght-S iteOO U iversal 2017 17.0.29 RSU20708 ACCr� Page 12 Andy�Doamentss\WrightsoftM/AC\10741 W38lh.np Calc=MJB FrorADoorfaces: N Design Conditions, Location: Indoor: Heating Cooling Denver Int AP, CO, US Indoor temperature (°F) 70 75 Elevation: 5430 ft Design TD (°F) 69 16 Latitude: 40°N Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (grAb) 34.3 -34.3 Dry bulb (°F) 1 91 Infiltration: Daily range (°F) - 27 (H ) Method Simplified Wet bulb (°F) - 60 Construction quality Average Wind speed (mph) 15.0 7.5 Fireplaces 1 (Average) Construction descriptions Or Area U -value ft' BtuhWft''F Walls 12F-0sw: Frm wall, stucco ext, 1/2" wood shth, r-21 cav ins, 1/2" gypsum e board int fnsh, 2'k6" wood frm, 16" o. c. stud Partitions (none) Windows (none) Doors (none) Ceilings (none) Floors (none) 70 0.065 Boldlitalic values have been manually overridden Insul R Htg HTM Loss Clg HTM Gain ft'-°F/Btuh Btuh/ft' Btuh BtuWT Btuh 21.0 4.48 314 0.82 57 2017 -Nov -30 14:15:10 wrightsoft� R ght-S iteOO U iversal 2017 17.0.29 RSU20708 ACCr� Page 12 Andy�Doamentss\WrightsoftM/AC\10741 W38lh.np Calc=MJB FrorADoorfaces: N - wrightsoft6 Component Constructions Office e3 Power 161617th St#383, Deriver, CO 80202 Phone: 303-292-1233 Email: andy@e3power.net Web: wwwe3power.mt For: Location: Denver Intl AP, CO, US Elevation: 5430 ft Latitude: 40'N Outdoor: Dry bulb (°F) Daily range (°F) Wet bulb (°F) Wind speed (mph) Connelly Residence 10471 W 38th St, Wheatridge, CO 80033 Job: 10471 W 38th St Date: Nov28,2017 By: Construction descriptions Indoor: Heating Cooling Insui R Indoor temperature (°F) 70 75 Design TD (°F) 69 16 ft''F/Btuh Relative humidity (%) 30 50 Heating Cooling Moisture difference (grAb) 34.3 -34.3 1 91 Infiltration: - 27 ( H ) Method Simplified 0.065 60 Construction quality Average 54 15.0 7.5 Fireplaces 1 (Average) 0.065 Construction descriptions or Area u -value Insui R Htg HTM Loss Clg HTM Gain ft' BtuWft'--"F ft''F/Btuh Btuwft' Btuh BtuWft' Bluh Walls 12F-0sw: Frm wall, stucco ext, 1/2" wood shth, r-21 cav ins, 1/2" gypsum e 67 0.065 21.0 4.48 298 0.82 54 board int fnsh, 2 T wood frm, 16" o.c. stud s 60 0.065 21.0 4.48 269 0.82 49 all 127 0.065 21.0 4.48 567 0.82 104 Partitions (none) Windows Denver window 32 32: Standard window for Denver .32 .32; NFRC rated e 14 0.320 (SHGC=0.32); 50% outdoor insect screen; 2 ft overhang (4.5 ft window ht, 0 ft sep.); 6.67 ft head ht Doors (none) Ceilings Rf/dg ceiling, asphalt shingles roof mat, frm cons, 12"thkns, r-49 ceil ins: 48 0.024 Rf/dg ceiling, asphalt shingles roof mat, frm cons, 12"thkns, r-49 ceil ins Floors (none) BoloVita/ic values have been manually overridden 0 22.1 298 24.0 324 49.0 1.65 79 0.77 37 -ti2017-Nov-3014:15:10 7V Wrlhtsoft$ 9 Rig ht-Sute®Uriversal 2017 17.0.29 RS U20708 Page 13 ACCP. ..Andy0oclrnerts0rightsoftM/AC\10741 W38th.rtp Calc =MJ8 Frort Door faces: N Component Constructions Job: 10471 W 38th St - wrightsofte Date: Nov28,2017 PDR By: e3 Power 1616 17th St#383, Denver, CO 80202 Phone: 303-292-1233 Email: andy@e3power.net Web: www.e3power.net For: Connelly Residence 10471 W 38th St, Wheatridge, CO 80033 Location: ,area Ll -value Indoor: Heating Cooling Denver Intl AP, CO, US ft' BtuNft''F Indoor temperature (°F) 70 75 Elevation: 5430 ft Design TD (°F) 69 16 Latitude: 40°N 51 0.065 Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (grAb) 34.3 -34.3 Dry bulb (°F) 1 91 Infiltration: Daily range (°F) - 27 (H ) Method Simplified Wet bulb (°F) - 60 Construction quality Average Wind speed (mph) 15.0 7.5 Fireplaces 1 (Average) 199 10.2 92 Construction descriptions or ,area Ll -value Insul R Htg HTM Loss Clg HTM Gain ft' BtuNft''F ft�'F/Btuh BtuNft' Btuh Btutff Btuh Walls 12F-0sw: Frm wall, stucco ext, 1/2" wood shth, r-21 cav ins, 1/2" gypsum s 51 0.065 21.0 4.48 229 0.82 42 board int fnsh, 2"W' wood frm, 16" o.c. stud Partitions (none) Windows Denverwindow 32 32: Standard window for Denver .32 .32; NFRC rated s 9 0.320 0 22.1 199 10.2 92 (SHGC=0.32); 50% outdoor insect screen; 2 ft overhang (4.5 ft window ht, 0 ft sep.); 6.67 ft head ht Doors (none) Ceilings Rf/dg ceiling, asphalt shingles roof mat, frm cons, 12"thkns, r-49 ceil ins: 24 0.024 Rf/dg ceiling, asphalt shingles roof mat, frm cons, 12"thkns, r-49 veil ins Floors (none) Soldttalic values have been manually overridden 49.0 1.65 40 0.77 19 t'1 htsoft� 2017 -Nov -3014:15:10 W 9 Rigl-Stite®Uriversal 201717.0.29 RSU20708 Page 14 ACCP. Andy\Doctrnerts\WrightsoftHVAC\10741 W38th.rp Calc =MJ8 Front Door faces: N Component Constructions Job: 10471 W 38thSt - wrightsofto Date: Nov28,2017 Crawl By: e3 Power 161617th Sl#383, Deriver, CO 80202 Phone: 303-292-1233 Email: andy@e3powernet Web: www.e3power.net For: Connelly Residence 10471 W 38th St, Wheatridge, CO 80033 Location: or Indoor: Heating Cooling Denver Intl AP, CO, US Loss Clg HTM Indoor temperature (°F) 70 75 Elevation: 5430 ft BtutVft'--°F Design TD (°F) 69 16 Latitude: 40'N Walls Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (grAb) 34.3 -34.3 Dry bulb (°F) 1 91 Infiltration: 19.0 2.25 Daily range (°F) - 27 (H ) Method Simplified 138 Wet bulb (°F) - 60 Construction quality Average 0 Wind speed (mph) 15.0 7.5 Fireplaces 1 (Average) 19.0 Construction descriptions or Area Ll -value Insul R Htg HTM Loss Clg HTM Gain ft' BtutVft'--°F ft"FlBtuh BtuWft' Btuh BtulVft' Btuh Walls Bg wall, light dry soil, concrete wall, r-19 ins, 8" thk: Bg wall, light dry soil, n 90 0.033 19.0 2.25 203 0 0 concrete wall, r-19 ins, 8" thk e 138 0.033 19.0 2.25 311 0 0 S 90 0.033 19.0 2.25 203 0 0 w 138 0.033 19.0 2.25 311 0 0 all 456 0.033 19.0 2.25 1026 0 0 Partitions (none) Windows (none) Doors (none) Ceilings (none) Floors 21A -20t: Bg floor, light dry soil, 3' depth 1294 0.027 0 1.86 2411 0 0 BolaNtalic values have been manually overridden Wr1htsoft¢ 2017 -Nov -3014:15:10 g Right-SriteOO Unversal 2017 17.0.29 RSU20708 AC�Page 15 ...Andy�Docunerds\WrightsoftHVAC\10741 W38th.nQ Calc=MJB Fron[Doorfaces: N Component Constructions Job: 10471 W 38th St - wrightsofte Date: Nov28,2017 Bed 2 By: e3 Power 1616 17th St#383, Deriver, C0 80202 Phorie:303-292-1233 Email: aridy@e3powerrietVVeb:www.e3power.net For: Connelly Residence 10471 W 38th St, Wheatridge, CO 80033 Location: Indoor: Heating Cooling Denver Inti AP, CO, US Indoor temperature (°F) 70 75 Elevation: 5430 ft Design TD (°F) 69 16 Latitude: 40°N Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (grAb) 34.3 -34.3 Dry bulb (°F) 1 91 Infiltration: Daily range (°F) - 27 (H ) Method Simplified Wet bulb (°F) - 60 Construction quality Average Wind speed (mph) 15.0 7.5 Fireplaces 1 (Average) Construction descriptions or Area u -value Insul R Htg HTM Loss Clg HTM Gain ft' Btutvft;°F ft'-°F/Btuh Btuh/ft' Btuh Btuh/ft' 8tuh Walls 12F-0sw: Fan wall, stucco ext, 1/2" wood shth, r-21 cav ins, 1/2" gypsum n 108 0.065 21.0 4.48 484 0.82 88 board int fnsh, 2"x6" wood frm, 16" o.c. stud e 120 0.065 21.0 4.48 538 0.82 98 all 228 0.065 21.0 4.48 1023 0.82 187 Partitions (none) Windows Denver window 32 32: Standard window for Denver .32 .32; NFRC rated e 27 0.320 0 22.1 596 24.0 648 (SHGC=0.32); 50% outdoor insect screen; 2 ft overhang (4.5 ft window ht, 0 ft sep.); 6.67 ft head ht Doors (none) Ceilings Rf/dg ceiling, asphalt shingles roof mat, fret cons, 1/2" gypsum board int 175 0.024 49.0 1.63 285 0.76 133 fnsh, 12" thkns, r-49 ceil ins: Rf/clg ceiling, asphalt shingles roof mat, frm cons, 1/2" gypsum board int fnsh, 12"thkns, r-49 ceil ins Floors (none) Boldritalic values have been manually overridden 77 Wrl htsoft¢ 2017 -Nov -3014:15:10 9 Rigtt-Siite®Uriversal 201717.0.29 RSU20708 Page 16 ...Andy\Doctrnerts\WrigttsoftMVAC\10741 W 38th.rtp Calc= MJ8 Frort Door Faces: N Component Constructions Job: 10471 W38thSt wrightsofte Date: Nov28,2017 Bath 2 By: e3 Power 1616 17th St#383. Denver, CO 80202 Phone: 303-292-1233 Email: andy@e3power.net Web: wwwe3power.net Project • • For: Connelly Residence 10471 W 38th St, Wheatridge, CO 80033 Partitions (none) Windows (none) Doors (none) Ceilings Rf/clg ceiling, asphalt shingles roof mat, frm cons, 1/2" gypsum board int 62 0.024 49.0 1.63 102 0.76 fnsh, 12" thkns, r-49 cell ins: Rf/clg ceiling, asphalt shingles roof mat, frm cons, 1/2" gypsum board int fnsh, 12" thkns, r-49 ceil ins Floors (none) Solditalic values have been manually overridden 48 wri htsoftW 2017 -Nov -3014:15:10 9 IZgrd-Sute®U iversal 2017 17.0.29 RSU20708 Page 17 ACCP, Andy\Docmierts\Wrighsoft HVAC\1 0741 W38th.rnp Calc =MJ8 FrortDoor laces: N DesigrT Conditionst. Location: Indoor: Heating Cooling Denver Inti AP, CO, US Indoor temperature (°F) 70 75 Elevation: 5430 ft Design TD (°F) 69 16 Latitude: 40°N Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (grAb) 34.3 -34.3 Dry bulb (°F) 1 91 Infiltration: Daily range (°F) - 27 (H ) Method Simplified Wet bulb (°F) - 60 Construction quality Average Wind speed (mph) 15.0 7.5 Fireplaces 1 (Average) Construction descriptions Or Area 1.1 -value Insul R Htg HTM Loss Clg HTM Gain ft' BtuNfti'F ft'-"F/Btuh BtutVft' Ruh BtutVft' Btuh Walls 12F-0sw: Frm wall, stucco ext, 1/2" wood shth, r-21 cav ins, 1/2" gypsum n 54 0.065 21.0 4.48 242 0.82 44 board int fnsh, 2"x6" wood frm, 16" o.c. stud Partitions (none) Windows (none) Doors (none) Ceilings Rf/clg ceiling, asphalt shingles roof mat, frm cons, 1/2" gypsum board int 62 0.024 49.0 1.63 102 0.76 fnsh, 12" thkns, r-49 cell ins: Rf/clg ceiling, asphalt shingles roof mat, frm cons, 1/2" gypsum board int fnsh, 12" thkns, r-49 ceil ins Floors (none) Solditalic values have been manually overridden 48 wri htsoftW 2017 -Nov -3014:15:10 9 IZgrd-Sute®U iversal 2017 17.0.29 RSU20708 Page 17 ACCP, Andy\Docmierts\Wrighsoft HVAC\1 0741 W38th.rnp Calc =MJ8 FrortDoor laces: N - wrightsofte Component Constructions Bed 3 e3 Power 1616 17th St#383. Derrver, CO 80202 Phone: 303-292-1233 Email: andy@e3powernel Web: www.e3power.nel For: Location: Denver Intl AP, CO, US Elevation: 5430 ft Latitude: 40'N Outdoor: Dry bulb (°F) Daily range (°F) Wet bulb (°F) Wind speed (mph) Connelly Residence 10471 W 38th St, Wheatridge, CO 80033 Job: 10471 W 38th St Date: Nov28,2017 By: Construction descriptions Indoor: Heating Cooling Insul R Indoor temperature (°F) 70 75 Design TD (°F) 69 16 ftz'F/Btuh Relative humidity (%) 30 50 Heating Cooling Moisture difference (grAb) 34.3 -34.3 1 91 Infiltration: - 27 (H ) Method Simplified 0.065 60 Construction quality Average 74 15.0 7.5 Fireplaces 1 (Average) 0.065 Construction descriptions Or Area Ll -value Insul R Htg HTM Lass Clg HTM Gain ft' BtuNftz'F ftz'F/Btuh BtuNft' Btuh Btutt/ft' Btuh Walls 12F-0sw: Frm wall, stucco ext, 1/2" wood shth, r-21 cav ins, 1/2" gypsum n 90 0.065 21.0 4.48 404 0.82 74 board int fnsh, 2')c6" wood frm, 16" o.c. stud w 120 0.065 21.0 4.48 538 0.82 98 all 210 0.065 21.0 4.48 942 0.82 172 Partitions (none) Windows Denverwindow 32 32: Standard window for Denver .32 .32; NFRC rated w 27 0.320 0 22.1 596 24.0 648 (SHGC=0.32); 50% outdoor insect screen; 2 ft overhang (4.5 ft window ht, 0 ft sep.); 6.67 ft head ht Doors (none) Ceilings Rf/dg ceiling, asphalt shingles roof mat, frm cons, 1/2" gypsum board int 146 0.024 49.0 1.63 237 0.76 111 fnsh, 12" thkns, r-49 ceil ins: Rf/dg ceiling, asphalt shingles roof mat, frm cons, 112" gypsum board int fnsh, 12" thkns, r-49 ceil ins Floors (none) Bold�rlalic values have been manually overridden - 2017 -Nov -3014:15:10 Wil htsoftRigh-Stite@Uriversal201717.0.29RSU20708 Page 18 Cp` Andy\Docrmerts\Wrighlsoft HVAC\10741 W 38th.r p Calc= MJ8 Frort Door faces: N Component Constructions Job: 10471 W 38th St wrightsoft� Date: Nov 28,2017 WIC By: e3 Power 1616 17th St#383, Deriver, CO 80202 Phone: 303-292-1233 Email: andy@e3power.net Web: www.e3power.net For: Connelly Residence 10471 W 38th St, Wheatridge, CO 80033 Location: Indoor: Heating Cooling Denver Intl AP, CO, US Indoor temperature (°F) 70 75 Elevation: 5430 ft Design TD (°F) 69 16 Latitude: 40°N Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (grAb) 34.3 -34.3 Dry bulb (°F) 1 91 Infiltration: Daily range (°F) - 27 (H ) Method Simplified Wet bulb (°F) - 60 Construction quality Average Wind speed (mph) 15.0 7.5 Fireplaces 1 (Average) Construction descriptions Or Area U -value Insul R Htg HTM Loss CIg HTM Gain ft' BtutVftz'F ft''F/Btuh Btuh/ft Btuh BtutVft Bluh Walls 12F-0sw: Frm wall, stucco ext, 1/2" wood shth, r-21 cav ins, 1/2" gypsum s 54 0.065 board int fnsh, 2'1x6" wood frm, 16" o.c. stud w 53 0.065 all 107 0.065 Partitions (none) Windows (none) Doors (none) Ceilings Rf/dg ceiling, asphalt shingles roof mat, fmi cons, 1/2" gypsum board int 31 0.024 fnsh, 12" thkns, r-49 ceil ins: Rf/dg ceiling, asphalt shingles roof mat, frm cons, 1/2" gypsum board int fnsh, 12" thkns, r-49 ceil ins Floors (none) Bold/italic values have been manually overridden 21.0 4.48 242 0.82 44 21.0 4.48 235 0.82 43 21.0 4.48 478 0.82 87 49.0 1.63 51 0.76 24 2017 -Nov -3014:15:10 Wilhtsofty g RighFSlite@ Uriversal 2017 17.0.29 RS U20708 Page 19 ACCk Andy\Docunerts\WrightsoftHVAC\10741 W38th.rrp Calc =MA FrortDoor faces : N Component Constructions Job: 10471 W38thSt wrightsoft® Date: Nov28,2017 Loft By: e3 Power 161617th St#383, Deriver, CO 80202 Phone:303-292-1233 Email: andy@e3povver.net Web: www.e3power.net For: Connelly Residence 10471 W 38th St, Wheatridge, CO 80033 Construction descriptions Design Conditions� U -value Insul R Location: Loss Clg HTM Indoor: Heating Cooling Denver Intl AP, CO, US Btuhlft;'F Indoor temperature (°F) 70 75 Elevation: 5430 ft Walls Design TD (T) 69 16 Latitude: 40°N Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (grAb) 34.3 -34.3 Dry bulb (°F) 1 91 Infiltration: s 170 Daily range (°F) - 27 (H ) Method Simplified 139 Wet bulb (°F) - 60 Construction quality Average 21.0 Wind speed (mph) 15.0 7.5 Fireplaces 1 (Average) all Construction descriptions Or Area U -value Insul R Htg HTM Loss Clg HTM Gain ft' Btuhlft;'F ft? 'F/Btuh Btutdft' Btuh Btuhlft' Btuh Walls 12F-0sw: Frm wall, stucco ext, 1/2" wood shth, r-21 cav ins, 1/2" gypsum a 92 0.065 21.0 4.48 410 0.82 75 board int fnsh, 2'SKT wood frm, 16" o.c. stud s 170 0.065 21.0 4.48 762 0.82 139 w 54 0.065 21.0 4.48 242 0.82 44 all 316 0.065 21.0 4.48 1415 0.82 258 Partitions (none) Windows Denver window 32 32: Standard window for Denver .32 .32; NFRC rated a 18 0.320 0 22.1 397 26.0 467 (SHGC=0.32); 50% outdoor insect screen; 2 ft overhang (6 ft window ht, 0 ft sep.); 6.67 ft head ht Denver window 32 32: Standard window for Denver .32 .32; NFRC rated s 28 0.320 0 22.1 618 10.2 285 (SHGC=0.32); 50% outdoor insect screen; 2 ft overhang (3.5 it window ht, 0 ft sep.); 6.67 ft head ht Doors (none) Ceilings Rf/dg ceiling, asphalt shingles roof mat, frm cons, 1/2" gypsum board int 185 0.024 49.0 1.63 301 0.76 141 fnsh, 12" thkns, r-49 oeil ins: Rf/dg ceiling, asphalt shingles roof mat, frm cons, 1/2" gypsum board int fnsh, 12" thkns, r49 ceil ins Rf/dg ceiling, asphalt shingles roof mat, frm cons, 6" thkns, r-49 ceil ins: 64 0.030 49.0 2.06 132 0.96 62 Rf/dg ceiling, asphalt shingles roof mat, frm cons, 6" thkns, r-49 veil ins Floors (none) Boldlitalic values have been manually overridden 11 2017 -Nov -30 14:15:10 .:-rF wrightsoft' Rigtt-Sute®Uriversal201717.0.29RSU20708 Page 20 ACCP.... Andy\Docunerts\Wrigtisoft HVAC\10741 W 38th.rip Calc= MJ8 Front Door faces: N +�- wrightsoft- Project Summary Entire House e3 Power 1616 17th St#383, Denver, C0 80202 Phone: 303-292-1233 Email: andy@e3power.net Web: ww,ve3power.net Job: 10471 W 38th St Date: Nov28,2017 By: For: Connell yy Residence 10471 W 38th St, Wheatridge, CO 80033 Notes: Project designed at IECC 2012 standards Design Informatiorr Weather: Denver Intl AP, CO, US Winter Design Conditions Summer Design Conditions Outside db 1 °F Outside db 91 °F Inside db 70 °F Inside db 75 °F Design TD 69 °F Design TD 16 °F Daily range H Relative humidity 50 % Moisture difference -34 grAb Heating Summary Sensible Cooling Equipment Load Sizing Structure 30012 Btuh Structure 13267 Btuh Ducts 0 Btuh Ducts 0 Btuh Central vent (0 cfm) 0 Btuh Central vent (0 cfm) 0 Btuh (none) (none) Humidification 0 Btuh Blower 1707 Btuh Piping 0 Btuh Equipment load 30012 Btuh Use manufacturer's data y Rate/swin multiplier Equipmen� load 1.00 Infiltration sensible 14974 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 1 (Average) Structure -556 Btuh Ducts 0 Btuh Central vent (0 cfm) 0 Btuh Heating Cooling (none) Area ftz ( ) 8 1934 Equipment latent load 0 Btuh Volume (ft') 19564 19564 Air changes/hour 0.34 0.20 Equipment Total Load (Sen+Lat) 14974 Btuh Equiv. AVF (cfrn) 122 82 Req. total capacity at 0.75 SHR 1.7 ton Heating Equipment Summary Cooling Equipment Summary Make Goodman MMake Amana Trade AMANAHEA INGANDAIRCONDITIO... Trade AMANA Model ACSS920603BN Cond ANX130301A AHRI ref 7368114 Coil AWUF300516B AHRI ref 6688054 Efficiency 92.1 AFUE Efficiency 11.0 EER, 13 SEER Heating input 60000 Btuh Sensible cooling 20700 Btuh Heating output 44000 Btuh Latentcooling 6900 Btuh Temperature rise 54 °F Total cooling 27600 Btuh Actual airflow 900 cfm Actual airflow 900 clml Air flow factor 0.030 cfm/Btuh Airflowfactor 0.068 cfm/Btuh Static pressure 0.80 in H2O Static pressure 0.80 in H2O Space thermostat Load sensible heat ratio 1.00 Boldlitalic values have been manually overridden Calculations approved byACCA to meet all requirements of Manual J 8th Ed. wrightsoft" 2017 -Nov -3014:15:10 Right-Sute®Uriversa1201717.0.29RSU20708 Paget ...Andy\Docunerts\Wrig1tsoftHVAC\10741 W38th.nQ Calc =MJ8 Frort Door faces: N AED Assessment Job: 10471 W 38th St wrightsoftn Date: Nov28,2017 Entire House By: e3 Power 1616 17th St #383, Denver, CO 80202 Phone: 303-292-1233 Email: andy@e3power.net Web: www.e3power.net For: Connelly Residence 10471 W 38th St, Wheatridge, CO 80033 Location: Indoor: Heating Cooling Denver Intl AR CO, US Indoor temperature (°F) 70 75 Elevation: 5430 ft Design TD (°F) 69 16 Latitude: 40°N Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (gdlb) 34.3 -34.3 Dry bulb (°F) 1 91 Infiltration: Daily range (°F) - 27 (H ) Wet bulb (°F) - 60 Wind speed (mph) 15.0 7.5 Test for Adequate Exposure Hourly Glazing Load Maximum hourly glazing load exceeds average by 41.9%. House does not have adequate exposure diversity (AED), based on AED limit of 30%. AED excursion: 603 Btuh (PFG-1.3*AFG) Boldlitalic values have been manually overridden 2017 -Nov -30 14:15:10 wrightsoft, Rgh-Sute@Uiiversal2o1717.0.29RSU20708 Page 1 ACC ...Andy\Docuneris\Wrightsoft HVAC\10741 W 38th.np Calc= MJ8 Frord Door faces: N r wrightsoft® Right -JO Worksheet Entire House e3 Power 1616 17th St#383. Denver, CO 80202 Phone: 303-292-1233 Email: andy@e3power.net Web: wswve3power.net Job: 10471 W 38th St Date: Nov28,2017 sy: 1 Room name Entire House Storage 2 Exposed well 410.0 It 16.0 ft 3 Room height 7.3 ft 10.0 It heatbool 4 5 Roomdimensions Room area 3228.0 ft2 7.0 x 9.0 ft 63.0 ft Ty Construction U -value Or HTM Area (ft) Load Area (ftp Load number (BtuhrR2--°F) (Bbuh/ft=) or perimeter (ft) (Bhah) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 VW1/ 12F -09N 0.065 n 4.48 0.82 552 539 2415 441 70 70 314 57 C DenverWndow 323 0.320 n 22.08 10.18 14 0 298 137 0 0 0 0 W Bgvoll,lightdrys 0.049 n 2.25 0.00 90 90 203 0 0 0 0 0 W 1217-0sw 0.065 a 4.48 0.82 717 621 2785 509 0 0 0 0 11 Denver w rldow 323 0.320 e 22.08 17.79 10 13 221 178 0 0 0 0 Denver window 323 0.320 e 22.08 24.01 68 49 1490 1621 0 0 0 0 Denvervvindow 323 0.320 e 22.08 25.95 18 10 397 467 0 0 0 0 W Bgvvall,lightdrys 0.049 e 2.25 0.00 138 138 311 0 0 0 0 0 12F-09ro 0.065 s 4.48 0.82 552 488 2189 400 0 0 0 0 Denverwindow 323 0.320 s 22.08 10.18 28 56 618 285 0 0 0 0 Denverw rldow 323 0.320 s 22.08 10.18 9 18 199 92 0 0 0 0 Denver window 323 0.320 s 22.08 10.18 27 54 596 275 0 0 0 0 W Bgwell,lightdrys 0.049 s 2.25 0.00 90 90 203 0 0 0 0 0 1217-09w &065 w 4.48 0.82 714 580 2599 475 90 66 296 54 10D -m 0.320 w 22.08 19.19 48 19 1060 921 0 0 0 0 Denvervvindow 323 0.320 w 22.08 14.28 8 13 177 114 0 0 0 0 Denvervvindow 323 0.320 w 22.08 24.01 54 39 1192 1297 0 0 0 0 11 KO 0.360 w 24.84 8.57 24 24 596 206 24 24 596 206 W Bgwell,lightdrys 0.049 w 2.25 0.00 138 138 311 0 0 0 0 0 C Rf/dg ceiling, asph 0.024 1.63 0.76 599 599 975 457 0 0 0 0 C Rf/dg ceiling, asph 0.024 1.65 0.77 654 654 1078 505 63 63 104 49 C RFdg ceiling, asph 0.030 2.06 0.96 64 64 132 62 0 0 0 0 F 21A -20t 0.027 1.86 0.00 1294 1294 2411 0 0 0 0 0 6 c) AED excursion 603 -34 Envelopeloss(gain 22455 9042 1310 331 12 a) Infiltration 7557 1175 477 74 b) Room ventilation 0 0 0 0 13 Internal gains Occupants@ 230 5 1150 0 0 Appliances/other 1900 0 Subtotal (lines6 to 13) 30012 13267 1787 406 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 125 23 14 Subtotal 30012 13267 1912 428 15 Dudloads 0% 0% 0 0 -0% 0% 0 0 Total room load 30012 13267 1912 428 Air required (dm) 900 900 57 29 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. 4G `P W rlght50ft" Rgtt-Sute(DUriversal20l7 l7.0.29 RSU20708 2017 -Nov -30 14P1age I Ardy\Docunerds\Wrigtisoft HVAC\10741 W 38th.nQ Calc= MJ8 FrontDoor laces: N g IMI - -9- wrightsoft9 Right -JO Worksheet Entire House e3 Power 1616 17th St#383, Denver, CO 80202 Phone: 303-292-1233 Email: andy@e3powernet Web: www.e3power.net Job: 10471 W 38th St Date: Nov28,2017 By. 1 Room name Med1 Laund 2 E)posed wall 5.0 ft 23.0 ft 3 Room height 10.0 ft heaV000l 10.0 ft heaUmol 4 5 Room dimensions Room area 5.0 x 4.0 It 20.0 ft= 1.0 x 151.0 ft 151.0 1t' Ty Construction U -value Or HTM Area (ftl) Load Area (ft=) Load number (Btuh/W--°F) (BW or perimeter (ft) (Bbh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 W 1217-09N0.065 n 4.48 0.82 50 50 224 41 140 127 567 104 L� Denverwindow 323 0.320 n 2208 10.18 0 0 0 0 14 0 298 137 W Bgvvall,lightdrys 0.049 n 2.25 0.00 0 0 0 0 0 0 0 0 W 12F-OsN 0.065 a 4.48 0.82 0 0 0 0 90 90 404 74 11 Denvervvindow 323 0.320 a 22.08 17.79 0 0 0 0 0 0 0 0 [�� Denver window 323 0.320 a 22.08 24.01 0 0 0 0 0 0 0 0 Denvervvindow 323 0.320 e 22.08 25.95 0 0 0 0 0 0 0 0 W Bgwell,lightdrys 0.049 a 2.25 0.00 0 0 0 0 0 0 0 0 N 0.065 s 4.48 0.82 0 0 0 0 0 0 0 0 TE� Denver Denvervtindow 323 0.320 s 22.08 10.18 0 0 0 0 0 0 0 0 Denver window 323 0.320 s 22.08 10.18 0 0 0 0 0 0 0 0 Denver window 323 0.320 s 22.08 10.18 0 0 0 0 0 0 0 0 W Bgvvall,lightdrys 0.049 s 2.25 0.00 0 0 0 0 0 0 0 0 W 12F-Osw 0.065 w 4.48 0.82 0 0 0 0 0 0 0 0 10D -m 0.320 w 22.08 19.19 0 0 0 0 0 0 0 0 Denvervvindow 323 0.320 w 22.08 14.28 0 0 0 0 0 0 0 0 Denverwindow 323 0.320 w 22.08 24.01 0 0 0 0 0 0 0 0 11 KO 0.360 w 24.84 8.57 0 0 0 0 0 0 0 0 W Bgwall,lightdrys 0.049 w 2.25 0.00 0 0 0 0 0 0 0 0 C Rf/dg ceiling, asph 0.024 1.63 0.76 0 0 0 0 0 0 0 0 C Rf/dg ceiling, asph 0.024 1.65 0.77 20 20 33 15 151 151 249 117 C Rf/dg ceiling, asph 0.030 2.06 0.96 0 0 0 0 0 0 0 0 F 21A -20t 0.027 1.86 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion -61-42 Envelope loss/gain 257 50 1518 389 12 a) Infiltration 149 23 686 107 b) Roomventilation 0 0 0 0 13 Intemalgain& Ooaapants@ 230 0 0 0 0 Applianoes/other 0 0 Subtotal (lines 6to 13) 406 73 2204 496 Less external load 0 00 0 Less transfer 0 0 0 0 Redistribution -406 -73 281 51 14 Subtotal 0 0 2485 547 15 Ductloads -0% 0% 0 0 -0% 0% 0 0 Total room load 0 0 2485547 Air required (dm) 0 0 75 37 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. 4C}�GP wrightsuft- Rgft_SuteOUnversal201717.0.29RSU20708 2017-Nov-301Pa5e10 ...Andy\Docunerds\WrighlsoftHVAC\10741 W38th.np Calc =MJ8 Front Door faces: N g A,- 77 wrightsoft' Right -JO Worksheet Entire House e3 Power 1616 17th St#383, Denver, CO 80202 Phone:303-292-1233 Email: andy@e3power.net Web: vww.e3power.net Job: 10471 W 38th St Date: Nov28,2017 By: 1 Room name Kitchen Nlaster Bed 2 Exposed wall 10.0 ft 16.0 ft 3 Room height 10.0 ft heaU000l 10.0 ft heat/000l 4 5 Room dimensions Room area 16.0 x 10.0 ft 160.0 ft= 12.0 x 14.0 It 168.0 fF Ty Construction U -value Or HTM Area (ftp Load Area (fly Load number (Btuhrftz-°F) (Btuh/ft2) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat I Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 W 12F -09N 0.065 n 4.48 0.82 0 0 0 0 20 20 90 16 G Denverwindow 323 0.320 n 22.06 10.18 0 0 0 0 0 0 0 0 W Bgvmll, light drys 0.049 n 2.25 0.00 0 0 0 0 0 0 0 0 W 12F -09w 0.065 a 4.48 0.82 0 0 0 0 140 113 507 93 11 Denverwindow 323 0.320 e 22.08 17.79 0 0 0 0 0 0 0 0 Denver window 323 0.320 a 22.08 24.01 0 0 0 0 27 10 596 648 Deneerwindow 323 0.320 a 22.08 25.95 0 0 0 0 0 0 0 0 W Bg vell, light drys 0.049 e 2.25 0.00 0 0 0 0 0 0 0 0 12F -09N 0.065 s 4.48 0.82 0 0 0 0 0 0 0 0 Denver 323 0.320 s 22.08 10.18 0 0 0 0 0 0 0 0 Denverwindow 323 0.320 s 22.08 10.18 0 0 0 0 0 0 0 0 Denverwfndow 323 0.320 s 22.08 10.18 0 0 0 0 0 0 0 0 W Bgwell,lightdrys 0.049 s 2.25 0.00 0 0 0 0 0 0 0 0 1217-09N 0.065 w 4.48 0.82 100 73 327 60 0 0 0 0 1OD-m 0.320 w 22.08 19.19 0 0 0 0 0 0 0 0 Denverwindow 323 0.320 w 22.08 14.28 0 0 0 0 0 0 0 0 Denver window 323 0.320 w 22.08 24.01 27 10 596 648 0 0 0 0 11 KO 0.360 w 24.84 8.57 0 0 0 0 0 0 0 0 W Bgwell,lightdrvs 0.049 w 2.25 0.00 0 0 0 0 0 0 0 0 C Rf/dg ceiling, asph 0.024 1.63 0.76 0 0 0 0 0 0 0 0 C Rf/dg ceiling, asph 0.024 1.65 0.77 128 128 211 99 96 96 158 74 C Rf/dg ceiling, asph 0.030 2.06 0.96 0 0 0 0 0 0 0 0 F 21A -20t 0.027 1.86 0.00 0 0 0 0 0 0 0 0 6 c) AED emersion 304 -67 Envelope loss/gain 1135 1111 1351 764 12 a) Infiltration 298 46 477 74 b) Room ventilation 0 0 0 0- 13 Internal gains: Omapants@ 230 1 230 0 0 Appliances/other 1000 0 Subtotal (lines6 to 13) 1433 2387 1828 838 Less external load 0 0 0 0 Lesstransfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1433 2387 1828 838 15 Ductloads I-0% 0%1 0 0 -0% 0% 0 0 Total room load 1433 2387 -f 1828 838 Air required (am) 43 162 55 57 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. SIG P wrigf7tsoft" Right -Suite@ Unversal 2017 17.0.29 RSU20708 2017 -Nov -30 Arxiy\Docunents\WrigNsoftHVAC\10741 W 38th.rup Calc =MJ8 Front Door faces: N 9 - wrightsoft, Right -M Worksheet Entire House e3 Power 1616 17th St#383, Denver, CO 80202 Phone: 303-292-1233 Email: andy@e3power.net Web: www.e3power.net Job: 10471 W 38th St Date: Nov28,2017 By. 1 Room name Mas Bath M WIC 2 Exposed well 8.0 ft 0 ft 3 Room height 10.0 ft heat/cool 10.0 ft heat/cool 4 Room dimensions 9.0 x 8.0 It 6.0 x 8.0 It 5 Room area 72.0 ft' 48.0 ft' Ty Construction U -value Or HTM Area (ft=) Load Area (ftp Load number (BtuhiT-°F) (Btuh/fl or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat I Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 W 12F 09N 0.065 n 4.48 0.82 0 0 0 0 0 0 0 0 L -G Denver window 323 0.320 n 22.08 10.18 0 0 0 0 0 0 0 0 W Bgwall,light drys 0.049 n 2.25 0.00 0 0 0 0 0 0 0 0 IW- 1217-0sw 0.065 a 4.48 0.82 80 70 314 57 0 0 0 0 11 Denver w ridow 323 0.320 e 22.08 17.79 10 6 221 178 0 0 0 0 Denver w ridow 323 0.320 e 22.08 24.01 0 0 0 0 0 0 0 0 DenverWndow 323 0.320 e 22.08 25.95 0 0 0 0 0 0 0 0 W Bgwell,lightdrys 0.049 a 2.25 0.00 0 0 0 0 0 0 0 0 12F -09N 0.065 s 4.48 0.82 0 0 0 0 0 0 0 0 Denve Denver window 323 0.320 s 22.08 10.18 0 0 0 0 0 0 0 0 Denverwindow 323 0.320 s 22.08 10.18 0 0 0 0 0 0 0 0 Denver w ridow 323 0.320 s 22.08 10.18 0 0 0 0 0 0 0 0 W Bgwall,lightdrys 0.049 s 2.25 0.00 0 0 0 0 0 0 0 0 W 12F -09N 0.065 w 4.48 0.82 0 0 0 0 0 0 0 0 10D -m 0.320 w 22.08 19.19 0 0 0 0 0 0 0 0 Denver w ridow 323 0.320 w 22.08 14.28 0 0 0 0 0 0 0 0 DenverWridow 323 0.320 w 22.08 24.01 0 0 0 0 0 0 0 0 11 KO 0.360 w 24.84 8.57 0 0 0 0 0 0 0 0 W Bgwell,lightdrvs 0.049 w 2.25 0.00 0 0 0 0 0 0 0 0 C Rf/dg ceiling, asph 0.024 1.63 0.76 0 0 0 0 0 0 0 0 C Rf/dg ceiling, asph 0.024 1.65 0.77 0 0 0 0 0 0 0 0 C Rf/dg ceiling, asph 0.030 2.06 0.96 0 0 0 0 0 0 0 0 F 21A -20t 0.027 1.86 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion -2110 Envelope loss/gain 535 214 0 0 12 a) Infiltration 239 37 0 0 b) Room ventilation 0 0 0 0 13 Intemal gains: Occupants@ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines6to 13) 773 251 0 0 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 131 21 0 0 14 Subtotal 904 272 0 0 15 Ductloads 1 -0% 0%10 0 -0°/o 0% 0 0 Total room load 904 272 0 0 Air required (cfm) 27 18 0 0 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. � A FW wrlght50ft" 1510 Pig k-Sute@Universal 201717.0.29RSU20708 2017-Nov-301Page4 Anun dy\Docerts\WrighlsoftHVAC\10741 W 38th.rtp Calc=MJ8 FrortDoorfaces: N g - wrightsoft' Right -JO Worksheet Entire House e3 Power 1616 17th St#383, Denver, CO 80202 Phone:303-292-1233 Email: andy@e3powernet Web: vww.e3poweF.net Job: 10471 W 38th St Date: Nov28,2017 By: 1 Room name Dining Living 2 Exposed wall 16.0 It 31.0 ft 3 Room height 10.0 ft heattcool 10.0 ft heaV000l 4 Room dimensions 1.0 x 192.0 ft 16.0 x 15.0 ft 5 Room area 192.0 it= 240.0 ff Ty Construction U -value Or HTM Area (ft') Load Area (ftp Load number (Btuhffl2_'F) (Btuh/M or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 W 12F -09N 0.065 n 4.48 0.82 20 20 90 16 0 0 0 0 L-( DenverWndow 323 0.320 n 22.08 10.18 0 0 0 0 0 0 0 0 W Bgv✓all,light drys 0.049 n 2.25 0.00 0 0 0 0 0 0 0 0 W 12F -09N 0.065 a 4.48 0.82 0 0 0 0 0 0 0 0 11 Denverwindow 323 0.320 a 22.08 17.79 0 0 0 0 0 0 0 0 Denverwindow 323 0.320 a 22.08 24.01 0 0 0 0 0 0 0 0 Denverwindow 323 0.320 e 22.08 25.95 0 0 0 0 0 0 0 0 W Bgwall, lightdrys 0.049 a 2.25 0.00 0 0 0 0 0 0 0 0 12F -09w 0.065 s 4.48 0.82 20 20 90 16 160 133 597 109 Denverwndow 323 0.320 s 22.08 10.18 0 0 0 0 0 0 0 0 Denver w ridow 323 0.320 s 2208 10.18 0 0 0 0 0 0 0 0 Denver window 323 0.320 s 22.08 10.18 0 0 0 0 27 27 596 275 W Bgvmll,lightdrys 0.049 s 2.25 0.00 0 0 0 0 0 0 0 0 12F -09w 0.065 w 4.48 0.82 120 72 323 59 150 142 637 116 10D -m 0.320 w 22.08 19.19 48 10 1060 921 0 0 0 0 Denver window 323 0.320 w 22.08 14.28 0 0 0 0 8 6 177 114 Denver window 323 0.320 w 22.08 24.01 0 0 0 0 0 0 0 0 11 KO 0.360 w 24.84 8.57 0 0 0 0 0 0 0 0 W Bq well, light drys 0.049 w 2.25 0.00 0 0 0 0 0 0 0 0 C Rf/dg ceiling, asph 0.024 1.63 0.76 0 0 0 0 0 0 0 0 C Rf/dg ceiling, asph 0.024 1.65 0.77 24 24 40 19 100 100 165 77 C Rf/dg ceiling, asph 0.030 2.06 0.96 0 0 0 0 0 0 0 0 F 21A -20t 0.027 1.86 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 467 -101 Envelope loss/gain 1602 1498 2171 590 12 a) Infiltration 477 74 925 144 b) Roomventilation 0 0 0 0 13 Internal gains Occpants@ 230 0 0 3 690 Appliancesother 0 900 Subtotal (lines6 to 13) 2079 1572 3096 2324 Less external load 0 0 0 0 Lesstransfer 0 0 0 0 Redistribution 0 0 160 25 14 Subtotal 2079 1572 3255 2349 15 Ductloads -0% 0% 0 0 -0% 0% 0 0 Total room load 2079 1572 3255 2349 Air required (dm) 62 107 98 159 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. �4G A wrightsvft Right -Suite@ Universal 2017 17.0.29 RSU20708 2017 -Nov -3014.115:10 ...Ardy\Docunents\Wrightsoft HVAC\10741 W 38th.n.p Calc= MJ8 Front Door faces: N -dj- FF- wrightsoft, Right -J® Worksheet Entire House e3 Power 1616 17th St#383, Deriver, CO 80202 Phone: 303-292-1233 Email: andy@e3powernet Web: wmrve3power.net Job: 10471 W 38th St Date: Nov28,2017 By. 1 Room name Stairs Office 2 Exposed wall 7.0 It 14.0 ft 3 Room height 10.0 ft heat/cool 10.0 It heaUcool 4 5 Room dimensions Room area 1.0 x 108.0 ft 108.0 1F 6.0 x 8.0 ft 48.0 fF Ty Construction U -value Or HTM Area (ft=) Load Area (fF) Load number (BtuhAF-°F) (BtuW or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat I Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 ,W 12F -09w 0.065 n 4.48 0.82 0 0 0 0 0 0 0 0 I- G Demser window 323 0.320 n 22.08 10.18 0 0 0 0 0 0 0 0 W Bgv✓all,lightdrys 0.049 n 2.25 0.00 0 0 0 0 0 0 0 0 W 12F -09N 0.065 a 4.48 0.82 70 70 314 57 80 67 298 54 11 Denverwindow 323 0.320 e 22.08 17.79 0 0 0 0 0 0 0 0 Denverwindow 323 0.320 a 22.08 24.01 0 0 0 0 14 5 298 324 Denvervvindow 323 0.320 a 22.08 25.95 0 0 0 0 0 0 0 0 W Bgwell,lightdrys 0.049 a 2.25 0.00 0 0 0 0 0 0 0 0 w 0.065 s 4.48 0.82 0 0 0 0 60 60 269 49 Denver window 323 0.320 s 22.08 10.18 0 0 0 0 0 0 0 0 Denver W ndow 323 0.320 s 22.08 10.18 0 0 0 0 0 0 0 0 Denverwindow 323 0.320 s 22.08 10.18 0 0 0 0 0 0 0 0 W Bgwell,light drys 0.049 s 2.25 0.00 0 0 0 0 0 0 0 0 W 12F -Om 0.065 w 4.48 0.82 0 0 0 0 0 0 0 0 10D -m 0.320 w 22.08 19.19 0 0 0 0 0 0 0 0 Denverwindow 323 0.320 w 22.08 14.28 0 0 0 0 0 0 0 0 Denverwindow 323 0.320 w 22.08 24.01 0 0 0 0 0 0 0 0 11 KO 0.360 w 24.84 8.57 0 0 0 0 0 0 0 0 W Bgvvall,lightdrys 0.049 w 2.25 0.00 0 0 0 0 0 0 0 0 C Rf/dg ceiling, asph 0.024 1.63 0.76 0 0 0 0 0 0 0 0 C Rf/dg ceiling, asph 0.024 1.65 0.77 0 0 0 0 48 48 79 37 C Rf/dg ceiling, asph 0.030 2.06 0.96 0 0 0 0 0 0 0 0 F 21A -20t 0.027 1.86 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion -71-40 Envelope losstgain 314 50 945 425 12 a) Infiltration 209 32 418 65 b) Room ventilation 0 0 0 0 13 Internal gains Occupants@ 230 0 0 0 0 Appliancesrother 0 0 Subtotal (lines6 to 13) 523 83 1362 490 Less extemal load 0 0 0 0 Lesstransfer 0 0 0 0 Redistribution -523 -83 145 23 14 Subtotal 0 0 1507 513 15 DuctloadS 1-0% 0% 0 0 -0% 0% 0 0 Total room load 0 0 1507 513 Air required (dm) 0 0 45 35 Calculations approved bvACCA to meet all reauirements of Manual J 8th Ed wrightsoft' Right-SriteOUnversal 2017 17.0.29 RSU20708 2017-Nov-301Page6 ...Andy\Docunents\WrightsoftHVAC\10741 W 38th.rr.p Calc =MJ8 Front Door faces: N -�- wrightsoft° Right -JO Worksheet Entire House e3 Power 161617th St#383, Denver, CO 80202 Phone: 303-292-1233 Email: andy@e3power.net Web: wwwe3povver.net Job: 10471 W 38th St Date: Nov28,2017 By. 1 Room name PDR Crawl 2 Exposed well 6.0 ft 152.0 ft 3 Room height 10.0 ft heaV000l 3.0 ft heatonly 4 5 Roomdimensions Room area 6.0 x 4.0 ft 24.0 ft2 1.0 x 1294.0 ft 1294.0 ft= Ty Construction U -value Or HTM Area (ft2) Load Area (ft) Load number (Btuhtff--q (Btuh/M or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 W WL 1217 -Osie 0.065 n 4.48 0.82 0 0 0 0 0 0 0 0 G Denver W ndow 32 3 0.320 n 22.08 10.18 0 0 0 0 0 0 0 0 W Bgwal1,light dry s 0.049 n 2.25 0.00 0 0 0 0 90 90 203 0 W 12F -09w 0.065 e 4.48 0.82 0 0 0 0 0 0 0 0 11 Denver Wnd. 32 3 0.320 a 22.08 17.79 0 0 0 0 0 0 0 0 [�� Denverwindow 323 0.320 a 22.08 24.01 0 0 0 0 0 0 0 0 Denvervvindow 323 0.320 a 22.08 25.95 0 0 0 0 0 0 0 0 W Bg wall, light drys 0.049 a 2.25 0.00 0 0 0 0 138 138 311 0 W 12F -09N 0.065 s 4.48 0.82 60 51 229 42 0 0 0 0 Denver Denverwfndow 323 0.320 s 22.08 10.18 0 0 0 0 0 0 0 0 Denver window 323 0.320 s 22.08 10.18 9 9 199 92 0 0 0 0 Denver Wndow 323 0.320 s 22.08 10.18 0 0 0 0 0 0 0 0 W Bgvrall,lightdrys 0.049 s 2.25 0.00 0 0 0 0 90 90 203 0 1217-OsN 0.065 w 4.48 0.82 0 0 0 0 0 0 0 0 10D -m 0.320 w 22.08 19.19 0 0 0 0 0 0 0 0 Denver window 323 0.320 w 22.08 14.28 0 0 0 0 0 0 0 0 Denver Wndow 323 0.320 w 22.08 24.01 0 0 0 0 0 0 0 0 11 KO 0.360 w 24.84 8.57 0 0 0 0 0 0 0 0 W Bgwell,lightdrvs 0.049 w 2.25 0.00 0 0 0 0 138 138 311 0 C Rf/dg ceiling, asph 0.024 1.63 0.76 0 0 0 0 0 0 0 0 C Rf/dg ceiling, asph 0.024 1.65 0.77 24 24 40 19 0 0 0 0 C Rf/dg ceiling, asph 0.030 2.06 0.96 0 0 0 0 0 0 0 0 F 21A -20t 0.027 1.86 0.00 0 0 0 0 1294 1294 2411 0 6 c) AED excursion -6 0 Envelope loss/gain 467 146 3437 0 12 a) Infiltration 179 28 0 0 b) Room ventilation 0 0 0 0 13 Internal gains Occupants@ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 646 174 3437 0 Less extemal load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 87 14 0 0 14 Subtotal 733 188 3437 0 15 Ductloads -0% 0% 0 0 -0% 0% 0 0 Total room load 733 188 3437 0 Air required (dm) 22 13 103 0 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. AC A wright50ft- RgH-SUfeOUniversal 201717.0.29RSU20708 2017 -Nov -3014:115:10 ...Andy\Docunents\WrigMsoft HVAC\10741 W 38th.rrp Calc= MJ8 Frort Doorfaces: N 77 wrightsoft' Right -JO Worksheet Entire House e3 Power 1616 17th St#383, Denver, CO 80202 Phone: 303-292-1233 Email: andy@e3power.net Web: wwwe3power.net Job: 10471 W 38th St Date: Nov28,2017 By: 1 Room name Bed 2 Bath 2 2 Exposed well 26.0 It 6.0 ft 3 Room height 10.5 it heat/000l 10.5 ft heaV000l 4 5 Room dimensions Room area 12.0 x 14.0 it 168.0 fh 6.0 x 10.0 ft 60.0 ft' Ty Construction U -value Or HTM Area (ft) Load Area (ftp Load number (Btuh/F--°F) (Btu or perimeter (ft) (B h) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 W 12F -09w 0.065 n 4.48 0.82 108 108 484 88 54 54 242 44 G Denvervtindow 323 0.320 n 22.08 10.18 0 0 0 0 0 0 0 0 W Bgwall,lightdrys 0.049 n 2.25 0.00 0 0 0 0 0 0 0 0 W 12F-0sw 0.065 a 4.48 0.82 147 120 538 98 0 0 0 0 11 Denver window 323 0.320 a 22.08 17.79 0 0 0 0 0 0 0 0 [�� Denver window 323 0.320 e 22.08 24.01 27 10 596 648 0 0 0 0 Denverwindow 323 0.320 e 22.08 25.95 0 0 0 0 0 0 0 0 W Bgwall,lightdrys 0.049 a 2.25 0.00 0 0 0 0 0 0 0 0 W 0.065 s 4.48 0.82 0 0 0 0 0 0 0 0 DenverN Denvervvindow 323 0.320 s 22.08 10.18 0 0 0 0 0 0 0 0 Denver window 323 0.320 s 22.08 10.18 0 0 0 0 0 0 0 0 Denvervvindow 323 0.320 s 22.08 10.18 0 0 0 0 0 0 0 0 W Bgwall,lightdrys 0.049 s 2.25 0.00 0 0 0 0 0 0 0 0 12F -09w 0.065 w 4.48 0.82 0 0 0 0 0 0 0 0 10D -m 0.320 w 22.08 19.19 0 0 0 0 0 0 0 0 Denverwindow 323 0.320 w 22.08 14.28 0 0 0 0 0 0 0 0 Denver window 323 0.320 w 22.08 24.01 0 0 0 0 0 0 0 0 11 KO 0.360 w 24.84 8.57 0 0 0 0 0 0 0 0 W Bgvvall,lightdrvs 0.049 w 2.25 0.00 0 0 0 0 0 0 0 0 C Rf/dg ceiling, asph 0.024 1.63 0.76 175 175 285 133 62 62 102 48 C Rf/dg ceiling, asph 0.024 1.65 0.77 0 0 0 0 0 0 0 0 C Rf/dg ceiling, asph 0.030 2.06 0.96 0 0 0 0 0 0 0 0 F 21A -20t 0.027 1.86 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion -81 -9 Envelope loss/gain 1903 887 344 83 12 a) Infiltration 760 118 161 25 b) Roomventilation 0 0 0 0 13 Internal gains Occupants@ 230 0 0 0 0 ApplianoLs/other 0 0 Subtotal (lines6 to 13) 2664 1005 505 108 Less external load 0 0 0 0 Lesstransfer 0 0 0 0 Redistribution 0 0 0 0 14 Subloal 2664 1005 505 108 15 Ductloads -0% 0% 0 0 -0% 0%1 0 0 Total room load 2664 1005 505 108 Air required (dm) 80 68 15 7 Calculations approved byACCAto meet all requirements of Manual J 8th Ed 4C- -F- wrightsoft' RigH-SuteOUniversal 201717.0.29RSU20708 2017 -Nov -3014:15 10 ...AndyDocanw;Is\WrightsoftHVAC\10741 W38th.rip Calc =MJB Frort Door faces: N Page 8 �- wrightsoft, Right -JO Worksheet Entire House e3 Power 161617th St#383. Deaver, C0 80202 Phone:303-292-1233 Email: andy@e3power.net Web: www.e3power.net Job: 10471 W 38th St Date: Nov28,2017 By. 1 Room name Bed 3 WIC 2 Exposed well 24.0 it 110 ft 3 Room height 10.5 ft heat/ocol 10.5 ft heat/cool 4 Room dimensions 10.0 x 14.0 It 6.0 x 5.0 It 5 Room area 140.0 ft' 30.0 tl' Ty Construction U -value Or HTM Area (ft) Load Area (ftp Load number (Btuh/W--°F) (Btuh/fl or perimeter (ft) (B h) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 vV 12F -09w 0.065 n 4.48 0.82 90 90 404 74 0 0 0 0 I C, Denverwindow 323 0.320 n 22.08 10.18 0 0 0 0 0 0 0 0 W Bg wall, light drys 0.049 n 2.25 0.00 0 0 0 0 0 0 0 0 W 12F -09w 0.065 a 4.48 0.82 0 0 0 0 0 0 0 0 11 Denverwindow 323 0.320 e 22.08 17.79 0 0 0 0 0 0 0 0 � Denverwindow 323 0.320 e 22.08 24.01 0 0 0 0 0 0 0 0 Denvervvindow 323 0.320 e 22.08 25.95 0 0 0 0 0 0 0 0 W Bgvvell,lightdrys 0.049 a 2.25 0.00 0 0 0 0 0 0 0 0 w 0.065 s 4.48 0.82 0 0 0 0 54 54 242 44 TE� Denve Denvervtindow 323 0.320 s 22.08 10.18 0 0 0 0 0 0 0 0 Denverwindow 323 0.320 s 22.08 10.18 0 0 0 0 0 0 0 0 Denverwindow 323 0.320 s 22.08 10.18 0 0 0 0 0 0 0 0 W Bgvvall,lightdrys 0.049 s 2.25 0.00 0 0 0 0 0 0 0 0 12F -09N 0.065 w 4.48 0.82 147 120 538 98 53 53 235 43 10D -m 0.320 w 22.08 19.19 0 0 0 0 0 0 0 0 19 Denvervvindow 323 0.320 w 22.08 14.28 0 0 0 0 0 0 0 0 Denver Wndow 323 0.320 w 22.08 24.01 27 10 596 648 0 0 0 0 11 KO 0.360 w 24.84 8.57 0 0 0 0 0 0 0 0 W Bgwell,lightdrys 0.049 w 2.25 0.00 0 0 0 0 0 0 0 0 C Rf/dg ceiling, asph 0.024 1.63 0.76 146 146 237 111 31 31 51 24 C Rf/dg ceiling, asph 0.024 1.65 0.77 0 0 0 0 0 0 0 0 C Rf/dg ceiling, asph 0.030 2.06 0.96 0 0 0 0 0 0 0 0 F 21A -20t 0.027 1.86 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 385 -13 Envelope loss/gain 1775 1317 528 98 12 a) Infiltration 707 110 318 49 b) Room ventilation 0 0 0 0 13 Internal gains. Occupants@ 230 0 0 0 0 Appliances/other 10 0 Subtotal (lines6 to 13) 2482 1427 846 148 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 2482 1427 846 148 15 Ductloads -0% 0% 0 0 -0% 0% 0 0 Total room load 2482 1427 846 148 Air required (dm) 74 97 25 10 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. 4G P wrigF1t50ft" 2017 -Nov -3014: Rghl-SuPaateOUnver5al201717D.29R5U20708 ge9 Andy0ownents\WrightsoftHVAC\10741 W 38th.rrp Calc =MJ8 Front Door faces: N wrightsoft' Right -JO Worksheet Entire House e3 Power 1616 17th St#383, DerNer, CO 80202 Phone:303-292-1233 Email:ar)dy@e3power.mtWeb:vwAw.e3power.net Job: 10471 W 38th St Date: Nov28,2O17 By, 1 Room name Loft 2 Exposed wall 39.0 ft 3 Room height 10.1 ft heat/000l 4 Room dimensions 1.0 x 242.0 It 5 Room area 242.0 ft Ty Condruc on U -value Or HTM Area (ftp Load Area Load number (Btuh/W--°F) (BWh/ft� or perimeter (ft) (Btuh) or perimeter Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 12F -09N 0.065 n 4.48 0.82 0 0 0 0 Denver window 323 0.320 n 2208 10.18 0 0 0 0 W Bg vall, light drys 0.049 n 2.25 0.00 0 0 0 0 W 12FOsw 0.065 a 4.48 0.82 110 92 410 75 11 Denver window 323 0.320 e 22.08 17.79 0 0 0 0 [�� DenverWridow 323 0.320 e 22.08 24.01 0 0 0 0 Den(erwindow 323 0.320 a 22.08 25.95 18 5 397 467 W Bgwall,lightdrys 0.049 a 2.25 0.00 0 0 0 0 12F -09N 0.065 s 4.48 0.82 198 170 762 139 Denver window 323 Denve 0.320 s 22.08 10.18 28 28 618 285 Denver window 323 0.320 s 22.08 10.18 0 0 0 0 Denver window 323 0.320 s 22.08 10.18 0 0 0 0 W Bgwell,lightdrys 0.049 s 2.25 0.00 0 0 0 0 12F-Osw 0.065 w 4.48 0.82 54 54 242 44 10D -m 0.320 w 22.08 19.19 0 0 0 0 Denverwlndow 323 0.320 w 22.08 14.28 0 0 0 0 Denverwindow 323 0.320 w 22.08 24.01 0 0 0 0 111<0 0.360 w 24.84 8.57 0 0 0 0 W Bgvall,lightdrys 0.049 w 2.25 0.00 0 0 0 0 C Rf/dg ceiling, asph 0.024 1.63 0.76 185 185 301 141 C Rf/dg ceiling, asph 0.024 1.65 0.77 0 0 0 0 C Rf/dg ceiling, asph 0.030 2.06 0.96 64 64 132 62 F 21 A -20t 0.027 1.86 0.00 0 0 0 0 6 c) AED excursion -126 Envelope loss/gain 2864 1088 12 a) Infiltration 1078 168 b) Room ventilation 0 0 13 Internal gains Occupants@ 230 1 230 Applianoeslother 0 Subtotal (lines6 to 13) 3942 1485 Less external load 0 0 Less transfer 0 0 Redistribution 0 0 14 Subtotal 3942 1485 15 Ductloads -0% 0% 0 0 Total room load 3942 1485 Air required (cfm) 1181 101 Calculations approved bVACCA to meet all requirements of Manual J 8th Ed wrightSOft" Right-Sute®Universal 201717.0.29RSU20708 2017 -Nov -3014:15:10 �� Page 10 ...Andy\Docunents\Wrightsoft HVAC\10741 W 38th.r p Calc MJ8 Front Door faces: N Loads for Multiple Orientations Job: 10471 W38thSt wrightsoft, Date: Nov28,2017 Entire House By: e3 Power 1616 17th St#383. Denver, CO 80202 Phone: 303-292-1233 Email: andy@e3power.net Web: wwwe3power.net For: Connelly Residence 10471 W 38th St, Wheatridge, CO 80033 Location: Denver Intl AP, CO, US Elevation: 5430 ft Latitude: 40'N Outdoor: Heating Dry bulb (°F) 1 Daily range (°F) - Wet bulb (°F) - Wind speed (mph) 15.0 Front Door Indoor: Heating Cooling Southeast Indoor temperature (°F) 70 75 Northwest Design TD (°F) 69 16 13361 Relative humidity (%) 30 50 Cooling Moisture difference (grAb) 34.3 -34.3 91 Infiltration: 0 0 27 (H ) 0 0 Total Load (Btuh) 60 15379 13361 16198 7.5 14856 12801 15176 Front Door North Northeast East Southeast South Southwest West Northwest Sensible Load (Btuh) 14974 15379 13361 16198 14950 14856 12801 15176 Latent Load (Btuh) 0 0 0 0 0 0 0 0 Total Load (Btuh) 14974 15379 13361 16198 14950 14856 12801 15176 Heat ngAVF (cfm) 900 900 900 900 900 900 900 900 Cooling AVF (cfm) 900 900 900 900 900 900 900 900 Building Orientation Cooling Load Direction Front Door faces Current Orientation: Front Door faces North Highest Cooling Load: Front Door faces Southeast Calculations approved byACCAto meet all requirements of Manual J 8th Ed. LLwrinhtsoft,R2017-Nov-3014:15:11 jL ght-Siite®Uversal 201717.029 RSU20708 Page 1 4r— A ...Andy\Docunents\WrightsoftHVAC\10741 W38th.np Calc=MJ8 FrortDoorfaces: N Crawl Job #: 10471 W 38th St Performed for. Connelly Residence 10471 W 38th St Meatridge, CO 80033 e3 Power 1616 17th St #383 Demer, CO 80202 Phone: 303-292-1233 www.e3power.net andy@e3power.net Scale. 1 : 68 Page 1 RigttStitq& Umasal2017 17.029RSU20706 2017-Nw-3014:1632 Wnq-tdtH\AC\10741 W 38hr p 11 Level 1 Job #:10471 W 38th St Performed for. Connelly Residence 10471 W 38th St Wheatridge, CO 80033 e3 Power 161617th St #383 Den%er, CO 80202 Phone: 303-292-1233 www.e3powernet andae3power.net r 0 Scale: 1: 68 PagE?2 RigiFSW39 Urnier-A2017 17.029RSU20108 2017-Now,3014:1632 Writ, hIsdtHV4C\10741 W 38hnp Level 2 Job #:10471 W 38th St Performed for. Connely Residence 10471 W 38th St Wheatridge, CO 80033 e3 Power 161617th St #383 Denier, CO 80202 Phone: 303-292-1233 www.e3powernet andy@e3power.net Scale: 1: 68 Page3 Rij`&Su D Urnersal2D17 17.029RSU20708 2017-Nw-30141632 ._WrghtdtH\AC\10741 W 381h.np Duct System Summary Job: 10471 W 38th St wrightsoft� Date: Nov28,2017 Entire House By: e3 Power 1616 17th St#383. Denver, CO 80202 Phone: 303-292-1233 Email: ar)dy@e3pover.net Web: vnwve3power.net Project • • For: Connelly Residence 10471 W 38th St, Wheatridge, CO 80033 External static pressure Pressure losses Available static pressure Supply / return available pressure Lowest friction rate Actual airflow Total effective length (TEL) Heating 0.80 in H2O 0.46 in H2O 0.34 in H2O 0.250 /0.090 in H2O 0.077 in/100ft 900 cfm 444 Cooling 0.80 in H2O 0.46 in H2O 0.34 in H2O 0.250 / 0.090 in H2O 0.077 in/100ft 900 cfrn Name Design (Btuh) Htg (cfm) Cig (cfm) Design FR Diam (in) H x W (in) Duct Matl Actual Ln (ft) Ftg.Egv Ln (ft) Trunk Bath h 505 18 9 0.092 5.0 0x0 ShMt 28.0 245.0 st5 Bed 2 h 2664 96 82 0.084 6.0 Ox 0 ShMt 38.0 260.0 st5 Bed 3 c 1427 89 116 0.077 7.0 OX 0 ShMt 37.0 290.0 st5 Crawl h 3437 124 0 0.111 7.0 Ox 0 ShMt 21.0 205.0 SO During c 1572 75 128 0.104 7.0 Ox 0 ShMt 40.0 200.0 st4 Kitchen c 2387 52 194 0.111 8.0 Ox 0 ShMt 19.8 205.0 st1 Land h 2485 89 45 0.207 6.0 Ox 0 ShMt 5.8 115.0 st1 Living c 2349 117 191 0.103 8.0 Ox 0 ShMt 47.0 195.0 st4A Loft h 3942 142 121 0.087 7.0 Ox 0 ShMt 47.0 240.0 st5A Mas Bath h 904 33 22 0.101 5.0 Ox 0 ShMt 39.0 210.0 st4 Master Bed c 838 66 68 0.107 5.0 OX 0 ShMt 30.0 205.0 st1 Office h 1507 54 42 0.103 5.0 Ox 0 ShMt 54.0 190.0 st4 PDR h 733 26 15 0.112 5.0 Ox 0 ShMt 48.8 175.0 st4 Storage h 1912 69 35 0.169 5.0 Ox 0 ShMt 13.0 135.0 st1 WIC h 846 30 12 0.079 5.0 Ox 0 ShMt 40.0 275.0 st5A Supply Trunk Detail Table Soldiitalic values have been manually overridden wrightsoft, Pight-SLiteG Universal 2017 17.0.29 RSU20708 2017 -Nov -3014:15:12 Page 1 AndylDocunerrts\WrightsoRHVAC\10741 W 38th.np Calc =MJB FronlDoor faces: N Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st5 PeakAVF 376 340 0.077 541 10.1 10 x 10 ShtMetl st1 st4 PeakAVF 305 398 0.101 574 9.8 10 x 10 ShtMetl st1 3t1 PeakAVF 1080 1080 0.077 778 14.9 10 x 20 ShtMetl st5A PeakAVF 172 133 0.079 414 7.5 10 x 6 ShtMetl st5 st4A PeakAVF 117 191 0.103 459 7.4 10 x 6 ShtMetl st4 Soldiitalic values have been manually overridden wrightsoft, Pight-SLiteG Universal 2017 17.0.29 RSU20708 2017 -Nov -3014:15:12 Page 1 AndylDocunerrts\WrightsoRHVAC\10741 W 38th.np Calc =MJB FronlDoor faces: N Return Branch DetaiMblw ReturnTrunk Detait,Tabie Name Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct PeakAVF Name Size (in) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening (in) Mab Trunk rb2 Ox 0 376 340 117.0 0.077 1076 &0 Ox 0 ShMt rt1 rb1 Ox 0 704 740 112.6 0.080 555 12.9 8x 24 ShMt rt1 ReturnTrunk Detait,Tabie Name Trunk Type Htg (cfm) Clg (cfm) Design FR Veloc (fpm) Diam (in) H x W (in) Duct Material Trunk rt1 PeakAVF 1080 1080 0.077 778 14.9 10 x 20 ShtMetI BolaVrfalic values have been manually overridden r wrightsoft" Right-SuteROUriversal201717.0.29RSU20708 ACU' ...ArKJy\Docunents\Wrightsoft HVAC\10741 W38th.np Calc =MJ8 From Door faces: N 2017 -Nov -30 14:15:12 Page 2 Static Pressure and Friction Rate Job: 10471 W38thSt wrightsoft, Date: Nov28,2017 Entire House By: e3 Power 1616 17th St#383, Deaver, CO 80202 Phone: 303-292-1233 Email: andy@e3power.net Web: ewwve3power.net Project • • For: Connelly Residence 10471 W 38th St, Wheatridge, CO 80033 Available. Static Pressure- Heating ressure Total Effective Lengthy Heating Cooling (in H2O) (in H2O) External static pressure 0.80 0.80 Pressurelosses 25 23 Coil 0.30 0.30 Heatexchanger 0 0 Supply diffusers 0.03 0.03 Return grilles 0.03 0.03 Filter 0.10 0.10 Humidifier 0 0 Balancing damper 0 0 Other device 0 0 Available static pressure 0.34 0.34 Total Effective Lengthy Supply Ducts Return Ducts Friction Rate Heating (i n/100ft) 0.077 OK 0.077 OK Cooling (i n/100ft) 0.077 OK 0.077 OK Fitting Equivalent LengthDetails Supply 4H=50, 911=85, 8C1=30, 8C1=30, 9L=20, 9L=20, 9L=20, 1C=35: TotalEL=290 Return 6H=15, 8AE=10, 8AE=10, 10B=10, 5A=40: TotalEL=85 wry htSot a, 2017 -Nov -30 14:15:12 g Right-Sute®Uriversal 201717.0.29 RSU20708 Andy\Docunerts\WrigksoftHVAC\10741 W38th.rp Calc=MJ8 FrontDoorfaces: N Page 1 Supply Return (ft) (ft) Measured length of run -out 12 9 Measured length of trunk 25 23 Equivalent length of fittings 290 85 Total length 327 117 Total effective length 444 Supply Ducts Return Ducts Friction Rate Heating (i n/100ft) 0.077 OK 0.077 OK Cooling (i n/100ft) 0.077 OK 0.077 OK Fitting Equivalent LengthDetails Supply 4H=50, 911=85, 8C1=30, 8C1=30, 9L=20, 9L=20, 9L=20, 1C=35: TotalEL=290 Return 6H=15, 8AE=10, 8AE=10, 10B=10, 5A=40: TotalEL=85 wry htSot a, 2017 -Nov -30 14:15:12 g Right-Sute®Uriversal 201717.0.29 RSU20708 Andy\Docunerts\WrigksoftHVAC\10741 W38th.rp Calc=MJ8 FrontDoorfaces: N Page 1 WARRANTY DEED State Doc Fee: 549.50 THIS DEED is dated the 23rd day of June, 2017, and is made between Maria Harding, Carmine J. Lonardo.. and Louise Lonardy (whether one, or more than one), the "Grantor" of the Cour v Jefferson and Slate of Colorado and Lynn M. Connelly (whether one, or more than one) the "Grantee", v/hose legal address is 10471 W 38th Ave.. Wheat Ridge, CO 80033 of the County of Jefferson and State of Colorado WITNESS, that the Grantor, for and in consideration of the sum of ( 5495,000.00 ) Four Hundred Ninety Five Thousand Dollars and No Cents, the receipt and sufficiency of which is hereby acknowledged, hereby grants, bargains. sells, conveys and confirms unto the Grantee and the Grantee`s heirs and assigns forever, ail the real property together with any improvements thereon, located in the County of Jefferson and State of Cotorado described as follows: SEE EXHIBIT "A" ATTACHED HERETO also known by street and number as: 10471 W 38th Ave _ Wheat Ridge, CO 80033 TOGETHER with all and singular the hereditaments and appurtenances thereto belonging, or in anywise appertaining. the reversions. remainders. rents, issues and profits thereof, and all the estate. rght. title, interest. claim and demand whatsoever of the Gran?or, either in law or equity, of, in and W the above bargained premises. with the hereditaments and appurtenances; TO HAVE AND TO HOLD the said premises above bargained and described, with the appurtenances. unto the Grantee and the Grantee's heirs and assigns forever. The Grantor, for the Grantor and the Grantor's heirs and assigns, does covenant grant, bargain, and agree to and with the Grantee, and the Grantee's heirs and assigns, that at the time of the erisea'.ing and delivery of these presents. the Grantor is well seized of the premises above described; has good, sure, perfect, absolute and indefeasible estate of inheritance, in law, in fee simple: and has good right full power and lawful authority to grant. bargain, sell and convey the same in manner and form as aforesaid: and that the same are free and Gear from all former and other grants, bargains, sates, liens, taxes, assessrnerrts, encc:mbranc—es and rest^.f_"ions of whatever kind or nature soever. except and subject to: And the Grantor shall and will WARRANT AND FOREVER DEFEND the above described premises, in the quiet and peaceabe possession of the Grantee, and the heirs and assigns of the Grantee, against all and every person or persons :awfully c;airning the whole or any past -hereof. IN.&E S% H R f, the Grantor has executed this d the d�lt l t ve. )(lira Harding f `J �a Hardin9.d�eAttorr n ract for t � e J. LorardS FBF 11Wi4Hardir,g,4sArwrr!!f�jn F t :or Louirl,Lonardc State cf Coiorado County of Jefferson The foregoing instrument was acknowledged before .me this 251h day of June, 2r:17 by Maria Harding. individually and as Attomey in Fact for Carmine J. Lonardo and Louie Lonardo. Witness mynd ici I seal. CINDY L NITZSCHE NOTARY PUBLIC Notary Public: iOF COLORADO My commissicn expire: NOTARY ID 1994400142001rN N EXPIRES O1f2612018 Fite Number. 618596 Page 1 a, 2 CO Warranty Deed 932A (10-05.1 EXHiBiT "A" LEGAL DESCRIPTION THE WEST 8 ACRES OF THE EAST 16 ACRES OF THE SW 114 OF THE SE 1/4 OF SECTION 21, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH P.M. EXCEPT THAT PORTION, IF ANY. LYING WITHIN THE WEST 4 ACRES OF THE E 112 OF THE SW 114 OF THE SE 1/4. AND EXCEPT ANY AND ALL EXISTING ROADW"YS, DITCHES, RESERVOIRS, RIGHTS OF WAYS AND EASEMENTS IF ANY, EXCEPT THAT PORTION CONVEYED 1N DEED RECORDED JULY 11, 1955 IN BOOK 935 AT PAGE 323: BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: THE NORTH 125 FEET OF THE SOUTH 302 FEET OF THE WEST 115 FEET OF THE WEST 8 ACRES OF THE EAST 16 ACRES OF THE SW 114 OF THE SE 114 OF SECTION 21, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH P.M_, AND EXCEPT THAT PORTION CONVEYED IN DEED RECORDED NOVEMBER 28, 1952 IN BOOK 785 AT PAGE 164 BEING AJIORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING.ATA POINT 27.0 FEET NORTH AND 513.26 FE`=T WEST OF THE SOUTHEAST CORNER OF SAID SW 1/4 SE 114 tNH1CH PG!NT IS 15_.1. FF -ET EA.ST OF THE WEST LINE OF THE EAST 16 ACRES OF SAID SW 114 SE 114: THENCE NORTH RARALLEL WITH THE EAST LINE OF SAID SW 114 SE 114, A VMSTANCE OF 150.0 FEET; THENCE EAST PARALLEL WITH THE SOUTH LINE OF SAID SW 114 SE 114, A DISTANCE OF 100.0 FEET: THENCE SOUTH PARALLEL ViPTH, THE EAST LINE OF SA!0 SW 114 SE 114, A DISTANCE CF 150.0 FEET. THENCE WEST PARALLEL WITH THE SOUTH LINE OF SAID SW 114 SE 114, A DISTANCE OF 100.0 FEET TO THE POINT OF BEGINNING, AND EXCEPT THAT PORTION CONVEYED IN DEED RECORDED FEBRUARY 25, 1957 IN BOOK 1046 AT PAGE 478: BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: THE WEST$ ACRES OF THE EAST 16ACRES OF SW 1/4 OF THE SE 114 OF SECTION 21, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH P.M., EXCEPT THE SOUTH 302 FEET OF SAID WEST 8 ACRES AND EXCEPT THAT PORTION CONVEYED IN DEED RECORDED JULY 25, 1978 AT RECEPTION NO. 78067384, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: THE NORTH 150 FEET OF THE SOUTH 179 FE= l� OF THE WEST 15 FEET OF THE EAST 528.26 FEET OF THE SW 114 OF THE SE 1/4 OF SECTION 21, TOWNSHIP 3 SOUTH, RANGE 69 WEST. COUNTY OF JEFFERSON, STATE OF COLORADO. File Humber: 818596 Page 2 of 2 CO Warranty Deed 932A (10.05) DATE !} 17F earn 3a JOB# RJLPOWN —DOR j fiRP. N[f iR A�FCfi 1?4a?S St. I9'$$74t7@T7i23T L AND SURVEYING NAM LYNN rnv- IRT.T.v 5460 WARD ROAD + S r -C t 60 Ax:nCA, COLORADO 90002 [303) 420-47SO IMPROVEMENT LOCATION CER—IFICATE t Note: l Certificate is Based on Existing Possession Lines. An Improvement Survey Plat is [Lzcommvvnded \ For Precise Iwation of Improvements. 1 \ -11b f # Jt Scale: 1 "-60' �It50,r ytS NOT LEGAL DESCRIPTION (PER CL_ ENT% SE£ RTTACI3£D LEGAL DESCRIPTION FORTA0 r* .NW!, a str: a /Jt .%T(I -;. ' s pflow sF sig' 5771 F 4r �FF�R �t's,L7 a M F7� 1t cierufted to Stewart r ttt¢ Guaranty and Capital Title, LLC, t 1490 { Z': ZI, T3 , OF' THF �PEALFG.44 O^ e tias:s of ..^y know9edge. ri!orrrat c.-; aro -!*I, I nereby ce+ti^; t --at th,s ocaici: cedi6cate was oreparec for SEE NOTE that A ,s not a Lard Survey Plat or irprovernent Survey Plat, and that A is not to be reiteC upon for the establishment of fence, builoing, or otter future ,mproveme rues. i u'lher cam, °fy 1Tat tr* =rspsoverr+en s o,^ t'se csve- Gesc*i*xc cel or ttus cla?e. except. u^ 4ty connections, are entire'} Wuhan the boundaries 9f tt* parcel' e7Etfpt as $nown, 1,.at throe the no encroacbrnents upon 're described premises cry improvements on any adioinmg ises. except as r4I re is no apparent evidence or sign or any easement crossing or burdening any part d parcel, except as ed. V, -,Z€ "ba:6:?x'taJ C" r- s L•a-te'*tRs"9 W er'.E aa?u"R5r'j 'es n be or;c�" r. II4 b^+ i°.^gvr�fsme�-!. au,1m, F'ak s^,u�eC as s'rtwr W* ar:J arfaa:.'a'a,^"s art ^�+, R.£. ia(iRt 8 SSOCIR'F'S t?+t; anG" c dor, w,! w, be W: -a Iiliq. LaCa;ye^. ce,»<� a^�d t`}6r -tri IO t*`V � '*c s:Recficx�r s*ti^�a-: t^�x. a..-esc!arrt �a•i',' .3e M 7� ^rsxatrre•• i.. .ter Cere'x�e 'Sr at*. .. sa^r: r; 'r- � t_ tae �� rtlmrFt x o,ua- uswoon ..?�• -/ ff.. AM VAIMMONS Robert E. Port; x:.5.,15321 or.+d0'brt M. Hayden, City of Wheat Ridge Residential Demoliti PERMIT - 201708647 PERMIT NO: 201708647 ISSUED: 10/26/2017 JOB ADDRESS: 10471 W 38th AVE EXPIRES: 10/26/2018 JOB DESCRIPTION: Residential Demolition of all residential structures on property. Asbestos Demo State permit#17JE6582D *** CONTACTS *** OWNER (303)880-7285 LYNN CONNELLY SUB (303)642-0227 Glenn Adair & Royce Fenton 170485 Canyon Creek Constructors Inc. *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2403 / APPLEWOOD VILLAGES, PROSPECT V BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 20,000.00 FEES Total Valuation 0.00 Demolition Fee 50.00 ** TOTAL ** 50.00 *** COMMENTS *** *** CONDITIONS *** Work shall comply with 2012 IRC & 2014 NEC. Per IRC Sec. R314, smoke detectors are required to be installed in every sleeping room, in hallways outside of sleeping rooms, and on every level of the structure. I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications. applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this permit. I further attest that 1 am legally authorized to include all entities named within this document as parties to the work to be performed and th tall work to be formed is disclosed in this document and/or its' accompanying approved plans and specifications. T 11-- 10-�, --i ? Signature of OWNERo CONTRACTOR (Circle one Date 1. This permit was issued ' ormation provided in thepermit 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 originalpermit 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 an manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all re uired 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, any violation of any provision of any applicable code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. O Signature of Chief Building Official 0 Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. <s City of �Wh6atNjdge 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(o)ci.wheatridge.co.us FOR OFFICE USE ONLY Date: 10 11 Plan/Permit # r\ n Plan Review Fee: I (1 Building Permit Application *** Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: Owner -7 1 W , '3 R ): L1r 0 r\ I Phone: 0�3 �0- X�X!�: tt Property Owner Email: G o n ►n I H 3.5 ,� Mailing Address: (if different than property address) Address: i o 1 Ve . l_ City, State, Zip: L n '2 7. Architect/Engineer: Architect/Engineer E-mail: Phone: Contractor: C a (\ V D r\ C ce- e k C} fr -s r v C i n i_5 =—k6 6. Contractors City License #: ' I /) `: 9 �✓ Phone: � 63 -.3 zi i Contractor E-mail Address: G Sub Contractors: Electrical W.R. City License # Other City Licensed Sub: City License # Plumbing: W.R. City License # Other City Licensed Sub: City License # (� 0 Mechanical: W.R. City License # Complete all information on BOTH sides of this form ❑ COMMERCIAL 2 RESIDENTIAL 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/AP LIANC REPAIR or REPLACEMENT_ ['OTHER (Describe) e.S L ot e n+( �: ( d e o,y 1+ i" 'O i— (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.) ppm o L u FFe A ��s l J c- ,n I'l q- -r-- I-uC t e,)I-rs. tt Sq. Ft./LF Btu's Amps Squares c� f� A e f- c► Ck1 ed�t -e, Gallons Other Project Value: (Contract value or the cost of all materials and labor included in the entire project) G. eg 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. I, the applicant for this building permit application, warrant the truthfulness of the information provided on the application. CIRCLE ONE: (OWNER)ONTRACTO Lar(4.UTHORIZED REPRESENTATIVE) of (OWNER) (CON/T�RACTOR) Signature (first and last name):DATE: , " 17 ZONING COMMMENTS: Reviewer: BUILDING DEPARTMENT COMMENTS: Reviewer: DEPARTMENT USE ONLY OCCUPANCY CLASSIFICATION: Building Division Valuation: $ Colorado Department of Public Health and Environment Air Pollution Control Division — Indoor Environment Program — Asbestos/IAQ Air Unit 4300 Cherry Creek Drive South, APCD-IE-B1 Denver, Colorado 80246-1530 Phone: 303-692-3100— Fax: 303-782-0278 E-mail: asbestos@state.co.us DEM014ITION APPROVAL NOTICE This approval notice is granted subject to Colorado Air Quality Control Commission Regulation No. 8, Part B, adopted December 21, 2007, and effective January 30, 2008 and the Colorado Air Pollution Prevention and Control Act C.R.S. (25-7-101 and 25-7-501 et seq). This notice signifies that the structure was inspected for asbestos, luminous exit signs (containing radioactive material), and Ozone -Depleting Refrigerants and the demolition contractor has properly notified the Colorado Department of Public Health and Environment pursuant to Regulation No. 8, Part B. As a contractor, you may be subject to other demolition licenses and permits, depending on the requirements of the county and municipality in which the work is being performed. The Colorado Department of Public Health and Environment, Air Pollution Control Division, strongly suggests that you check with county and municipal authorities in order to determine any other local building/permitting requirements that must be met. Please note that certain asbestos -containing materials (ACM) may remain in the structure during demolition. Therefore, any demolition debris left behind after the completion of post - demolition site cleanup may constitute a "reason to know of asbestos -contaminated soil" at the site, subject to the requirements of Section 5.5 of the Solid Waste Regulations (6 CCR 1007-2, Part 1). THE ORIGINAL APPROVAL NOTICE MUST BE POSTED ON SITE AT ALL TIMES. Immediately notify the Asbestos/IAQ Unit of project modifications by fax (number above) or e-mail (address above) and the appropriate county health department by fax. Project modifications include changes in the scope of work or the scheduled work dates, etc. This demolition approval notice is valid beginning 10/24/2017. The actual scheduled work dates are from 10/24/2017 through 12/1/2017. Approval issued on: 10/24/2017 Record number: 132054 Notice Number: 17JE6582D For the location specified below: Connelly 10471 W. 38th Ave Wheatridge Jefferson County This notice has been issued to: Canyon Creek Construction, Inc. 15400 W. 64th Ave Suite 9E-165 Arvada, CO 80007 Fee Paid: $55.00 Check number: CC 4975 Asbestos Building Inspector: Les Rees Cerification No.: 14762 Inspection Date: 08/28/2017 Issued by: RWJ Jam, k��'"_.. r`_" < • 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 11) {'G V? y td4,!fFr Permit Number il0C52. la e 1 t t ❑ No one available for inspection: Time Re- Inspection required: Yes-( When corrections have been made, call for re- inspection at 303 - 234 -5933 Date: inspector: DO NOT REMO1 E THIS NOTICE ♦��4 �. CITY OF WHEAT RIDGE Building Inspection Division l (303) 234 -5933 Inspection line (303) 235 -2855 Office ' (303) 237 -8929 Fax INSPECTION NOTICE Inspection , Type 6?t= Job Address IPV71 acl �g�tg IW6 Permit Number p; a 52 /%t^7 ' IV ,errs .1,0 , 3S L.-IP I- l?� l.ft- �:'t�,� szaa� Iry ✓� "i��C's.�r�.v` - a',�cr": ��'6'�s�'r�rr s` /Uc : f y r G r f1 .,f tS,$` ❑ "No one available for inspection: Time fIOM Re- Inspection required: `- No *When corrections have been made, call for re- inspection at 303 -234 -5933 Date: /,a rf rr Inspecto DO NOT REMOVE THIS NOTICE o -No one available for inspection: Time I.Z,' V 5 AMf Re- Inspection required: Yes When corrections have been made, call for re-inspection at 303 -234 -5933 Date: Inspector: r DO NOT REMOVE THIS NOTICE " � City of Wheat Ridge Residential Roofing PERMIT - 110052 PERMIT NO: 110052 ISSUED: 01/21/2011 JOB ADDRESS: 10471 W 38TH AVE EXPIRES: 01/21/2012 DESCRIPTION: Reroof 7 sqs with 30 yr dim shingles and 7 sqs modified * ** CONTACTS * ** owner 303/985 -3555 Carmine Lonardos sub 303/985 -8536 Bobby Floor 11 02 -2322 Bob Floors Roofing Inc. ** PARCEL INFO ** ZONE CODE: UA SUBDIVISION: 0801 USE: UA BLOCK /LOT #: 0/ ** FEE SUMMARY ** ESTIMATED PROJECT VALUATION: 4,002.00 FEES ` Permit Fee 125.05 Total Valuation .00 Use Tax 72.04 .; ** TOTAL ** 197.09 Conditions: 6 nails per shingle is required. Ice dam membrane is required from eave edge to 2' inside exterior walls. Board sheathing with any gap greater than 1/2" requires panel sheathing overlay on entire roof. Sheathing inspection is required prior to covering. Contractor shall provide ladder for inspections. Scheduled inspections that cannot be performed due to inclement weather must be cancelled prior to 8:30 a.m. on the day of inspection or a re- inspection fee will be assessed. I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this permit. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be performed and that all work to be performed is disclosed in this document and /or its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) Date 1. L' 2. 3. 4. 5. 6. This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension at 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. 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. 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. 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. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any applicable code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspections Signature of hfilTJT)tilding offical Date IT REQUEST LINE: (303)234 -5933 BUILDING OFFICE: (303)235 -2855 MUST BE MADE BY 3PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City of h eat p ., 1C 'gle COMMUNHY DEVELOPMENT Building & Inspection Services Division 7500 W. 29 Ave., Wheat Ridge, CO 80033 Date: Plan # Office: 303 - 235 -2855 * Fax: 303 - 237 -8929 Inspection Line: 303 - 234 -5933 Building Permit Application Property Address' 2 7 l W 3'9 �� ✓a y Property Owner (please print): C � C vy\-,v,e L .., n ,q. c - hoc, Phone: 3 e j B S — J� J�J r Mailing Address: (if different than property address) Address: City, State, Zip: Contractors City License #: O p3 a Phone: sationtxacfots" Electrical: Plumbing: Mechanical: City License # City License# City License # Descrtn #IOn `of uyork �(� p ec� )�t4v c Contra t Vy , alue: o l�ti `t 1 a e�G1v G 2 $ Review Fee (due at time of submittal): Squares BTU's Gallons Amps Sq Ft. $ 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 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 (AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR) PRINT NAME: I OOY SIGNATURE: \F�� `-�v DATE: uIENT ❑ appiOVed yu/ comMents ❑ di'sapp�oved'� Ostio review.gnired ;� Bldg Valuation: .$ COMMUNITY DEVELOPMENT DEPARTMENT BUILDING INSPECTION LINE - (303-234-5933) CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033 - (303-235-2855) Building Permit Number Date 76724 8/27/2003 Property Owner: MARIA HARDING Properry Address : 10471 W 38TH AVE Contractor License No. : 19008 Company: DOWNTOWN ELECTRIC Phone : 9853555 Phone: 623-0514 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 restridions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C. and all other applicabl e Rid o' ces, for work under thryis pe it. (OWNER)(CONTR4CTOR)SIGNED~~DATEb Z ~ Description : 125 A SERVICE CHANGE Construction Value : $$00.00 Permit Fee : $42.46 Plan Review Fee : $0.00 Use Tax : $9.60 Total: $52.06 Use BUILDING DEPARTMENT USE ONLY 2o~ ~ ~ { - SIC : Sq. Ft. : ng Comments;~ Approval : Zoning : Build,i~mww Approval : Pubwl~ or,.s~, Comments~, Approval: Occupancy : Walls : Roof : Stories : Residential Units : Electrical License No : Company : Expiration Date : Approval : Plumbing License No : Company : Expiration Date : Approval : Mechanical License No : Company : Expiration Date : Approval : (i) This permit was issued in accordance with the pmvisions set forth in yopur application and is subject to the laws of the State of Coloredo and to ihe Zoning Regulations and Building Code of Wheat Ridge, Colorado or anyother applicable ordinances of ihe City. (2) 7his permit shall expire if (A) the work authorized is not commenced within sixty (60) days from issue date or (B) ihe building authorized is suspended or abandoned for a period of 720 days. (3) If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have 6een orwill be made in the original plans and specifrations and any suspension or abandonment has,not exceeded one (1) year. If changes are made or if suspension or abandonment exceeds one (1) year, full fees shail be paid for a new permit. (4) No work of any manner shall be done that will change the natural Flow of water causing a drainage problem. (5) Contractor shall notify the Building Inspector lwenty-four (24) hours in advance for all inspections and shall receive written appmval on inspection card before proceediing with successive phases of the job. (6) The issuanc f pe t or approval of drawings and specifcations shall not be construed to be a permit for, nor an approval of, any violation of the pmvisibris~? fhe ui soranyotherordinance,law,ruleorregulatiort Chief Building Insp to~ Please sign Terms and Conditions on reverse side of page. C0111MUA'ITY DEVELOPAIENT DEPARTMENT Building Permit IQumber: BUILDING 1NSPECTION LINE - 303-234-5933 Date: CITY OF VVHEAT RIDGE V 7500 V6'EST 29TH AYENUE ~~'HEAT RIDGE, CO 80215 - (303-235-2855) Al'PLIC;4 afi'~ON Property Owner: Property Address: (6 Y7/ W 3~'iZ`4 v~- Phone : 363 9(?S 3 Contractor License No.: +,$~'7 Ifo~ ,I''2'S GZGff Compaay: DOW ti-VcW i,,, ff4lCG7rI.,--. Phone303 J ON71ER/C0N7RACTOR SICNATURE OF CnDERSTAFDIAG AFD AGREEME-N7 I hereby ccrtify that the setback disuncw proposed by this pertnit application are accurate, and do mi vioiate applicable ordinances, rules or regulatfons of the Ciry of 11'hcat Ridge or cocenants, easements or restrictions ofrecord; that aII measuremenLS showm, and allegations made are accuate; thal I have read and agee to abide by all conditions pnnted on this application and that 1 assume full ruponsibility for compliance with the N'heat Ridge 6uilding Code (U.B.C) and all other applicable V✓heat Ridge Ordinances, for work under this permit. / (ON'NER)(CO!.TRAClOR): SIGNED pqTEV~~4 (OW:NER)(C017AAC70R): PRINTED DA7E DESCRIPTION: I t!. /LA 4c~~ Construction Value:S 4ec~- Permit Fee:$ Plan Review FeeS Use Tax:$ TOtfll:$ BUILDING DEPARTMENT USE ONLY 20NING COMMENTS: SIQ Sq.Ft.: Approval: Zoning: BUILDING COMMENTS: Approval: PUBLiC WORKS COMMENTS: Approval: Occupancy: Walls: Roof: Stories: Residential Uniu: Electrical License Na (6-t 7 Plumbing License A'o: Mechanical License No: Company: r'~jeL ComPanY: Co an mP Y Expiration Date: Expiration Date: Expiration Date: Approval: APProval: APProval- (1) This pemiit was issued in accordance u•ith tlm pm.isions set fonh in your appiicaiion and is subjeci m the laws of the Stam ofColoado and io ihe Zoning Regulauons and Building Codes of N'heat Ridge, Colorado or any otM1cr applicable ordinantts of 1h< Ciry. (2) Thispermit shallexyi¢it(A)fieworAauthorizedisnot<ommenctdwilhinsixry(60)daysfromissuedatcor(H) Uiebuildingauthorizedissusprndedor abandoned for a yeriod of 120 days. (i) If this pertnit <xpims, a n<a yemiir may be acquired for a ftt of onchalf the amount nomialir required, proeidcd no changu M1ave been or wiil be made in the original plans and specificafion5 and any susyension or abandonmeni haz not <xceeded one (q year. lf thanges hare been or i(susyension or abandonmrnt exceeds one (1) year, full fees shail M paid for e new permit (4) Ta work of any manner s1ull he done lha(will change the nawal flow of wamr causing a dninage problem. (5) ContracWrshall noGfy 1he Building InspecWr mmry-four(?4) hours in advantt for a71 inspecuons and shall rtm3re wrinen approval on inspection card beforc praeeding with successivx phaus o(ihejob. (6) The issuanc< of a pertnit or fie approval of drawings ard specificauons shall noi be mnswed m be a permit for, nor an apymval of, any vioWUOn ot J¢ provisians of ihe buiWing coda or any oUrcr oMinance, Uu, nile or rcgu6tioa ' Chief Building Inspector )EPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : 2455 r BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE Date : 1/3/96 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Property Owner : LONARDO MARIA Property Address : 10471 38TH AV Phone : 238-5225 Contractor License No. : 18692 Company : Centurion Plumbing Heating & Refrigeratio phone : 455 7291 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application, and that I assume full responsibility for compliance with the Wheat Ridge Building Code,(U~.BiC,.) and alJ, other applicab e eat Rid e o,r ' aac - for work under this permit . 'jOtht O~°SY BI~ (OWNER)(CONTR4CT ) SIGN D DATEd+X ConstructionValue: $1,400.00 Permit Fee : $33.00 Plan Review Fee : $0.00 Use Tax : $21.00 Total: $54.00 Description : REPAIR BLDG A SEWAGE LINE, TIE BLDG A TO BLDG BSEWAGE LINE. CLAY TO ABS TO CLAY Electrical License No : Plumbing License No : Mechanical License No : Company : Company : Company : Expiration Date : Expiration Date : Expiration Date : Approvai: Approval: Approval: mm! mr 'i mumm (7) This permil was issued in accordance with the provisions set forth in yopur application and is subject to the laws of the State of Coloredo and to ihe Zoning Regulations and Buildin~ Code oFVJheat Ridge, Coloredo or any other applicable ordinances of the Ciry. (2) This permit shall expire if (A) the work authorized is not commenced within sizry (60) days from issue tlate or (B) the builtling authorized is suspendetl or abandoned for a periotl of 120 days. (3) If this permit expires, a new permit may be acquired for a fee of onrhalf the amount normally require4 provided no changes have been or will be made in the onqinal plans and specificatlons and any suspension or abandonment has not exceeded one (1) year. If changes are made or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit (4) No work of any manner shall be done that will change the natural Flow ofwater causing a drainage problem. (5) Coniractor shall notiy the Building Inspector N+enty-four (24) hours in advance for all inspec[ions and shall receive written approval on inspec[ion cartl before proceediing with successive phases of the job. (6) The issuance of a permil or ihe approval of drewings and specifcations shall not be wnsVued to be a permit for, nor an approval of, any violatlon of the provisions o{1the building codes or an~~y other/ordinance, law, rule or regulation. % ~ Cn C.~"cr~/c L /ci'6" ~ hief Building Inspector L)C THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION zm DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE Date : 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Property Owner: Ca rnitre) ~ouisekkj,~a,,ja Property Address : im~/rl W. OYd /,1l_~. Phone :0?50saas09s-$5 ~ r Contractor License No. : Company:0eN4Ar,e,, f~kw,b,p~~NewF~u~~-2e~Kr~~ra,-~r.~aH Phone:~{ss•raQ1 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate, antl do not violate appliwble ordinances, rules or regulations of the City of Wheat Ridge or covenants. easements or restrictions of recortl: that all measurements shown, and allegations made are accurate: that I have read antl agree to abide by all conditions printed on this application, and that I assume full responsibility for wmpliance with the Wheat Ridge Building Code (~U/.B.C.) and II1,o'ther applIicable Wheat Ridge ordin nces, for work under this permit. ~ LNt G~PS'I yr`y ICNOwMa?-2- (OWNER)(CONTRACI'OR)SIGNED DATE6140 9G _ Description SewafF L%re/Te -ald~/1 ~ ~u~'z BUILDING DEPARTMENT USE ONLY Approval : Zoning : ~117C~ Approval : ['~plic~l_?~t12~~tR1i[~9hts:? Approval : Occupancy : Walls : Roof : Stories : Residential Units : Construction Value : /-,160, 00 Permit Fee : Use Tax: Total : Electrical License No : Plumbing License No : Mechanical License No : Company : Company ~04-Y, Company : Expiration Date : Approval : Expiration Date : Approval : Expiration Date : Approval: ~ Pfans Requ(ied .°;,;1 ~ P13ns Requiretl ,;I ~ P~ns l~qui (1) This permit was rssuetl in accortlance with Ne provisions set forth in yopur application antl is subject to the laws of the Stale of Coloratlo antl to the Zoning Regulations antl Building Cotle of Wheat Ridge, Coloraao or any other applica6le ortlinances of the Ciry. (2) This permrt shall expire rf(A) the work authonzed is not commenced within sizry (60) tlays from issue date or (B) the builtlin9 aulhonzetl is suspendetl or abantloneC tor a penotl of 120 Eays. (3) If this pertnrt expires, a new pertnit may be acquiretl for a fee of one-half the amount normally required, provided no changes have been orwill he matle in the original plans antl speufications antl any suspension or abantlonment has not exceetled one (1) year. If changes are matle or if suspension or abantlonment exceeds one (t) year, full fees shall be paid for a new permit. (4) No work of any manner snall be tlone ttlat wtll change the natural Flow of water causing a draina9e problem. (5) Conirac[or shall notiy the Building Inspector twenry-four (24) hours in atlvance tor all inspecuons antl shall receive written appmval on inspection cartl Oefore . proceediing with successive phases of the lob. (6) The issuance of a permrt or Ihe approval of tlrawings antl speci(cations snall not be consirueo to be a permit for, nor an approval of, any violation of the provisions of ihe buildmg cotles or any other ortlinance. law. rule or regulation. Chief Building Inspector For Mayor THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION