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4608 Black Wolf Run ~L f G~ ~ Use BLUE or BLACK Ink l ( ts' 1--Fo-r O-F-c-e -Us-e---------- 1 City of Eap i2 1 Permit Fee: V 1 :S C) 3830 Pilot Knob Road Eagan MN 55122 j Date Received: Phone: (651) 675-5675 0_1 U 1 0A Fax: (651) 675-5694 I Staff: r"1~ 1 1 ------J J 2013 RESIDENTIAL BUILDING PERMIT APPLICATION Date: .ge' -13 Site Address: D64415-K kbZ- F le'!U Unit j Name: or 119RI-PN i 1Wt, Phone: L75Z-995 - 7$83 J 1 Resident/ Owner Address / City / Zip: Applicant is: Owner &-Contractor G - - /'YAj 5"V Type of Work Description of work: Na R95IDi 'T"l/a-t, .S'/Av &U~ FA-ynn 1 Z- Y Construction Cost: :1f'y 92,9 Z Multi-Family Building: (Yes / Nom Company: ~i R~t7Jt1 A. G: Contact: 1 ~`2~ J~/~ °ST~t. 5i9m~ A S awti ~ City: I Contractor Address: / / p ` State: Zip: Phone: lo~ G Zo License M &C- 6 d 5- 6!57 7 Lead Certificate If the project is exempt from lead certification, please explain why: (see Page 3 for additional information) Nil Cit/5774) C,7-/-OA/ COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING In the last 12 months, has the City of Eagan issued a permit for a similar plan based on a master plan? Yes X No If yes, date and address of master plan: Licensed Plumber: 7511-yeg lx-o Phone: 6 s~-319 -y Z Mechanical Contractor: 7Y Phone: 76,3-173-7-74,7 Sewer & Water Contractor: 5, A f- pkwl I &1 /u Phone: NOTE: Plans and supporting documents that you submit are considered to be public information. Portions of the information may be classified as non-public if you provide specific reasons that would permit the City to conclude that they are trade secrets. CALL BEFORE YOU DIG. Cali Gopher State One Call at (651) 454-0002 for protection against underground utility damage. Call 48 hours before you intend to dig to receive locates of underground utilities. www.oopherstateonecall.o[g I hereby acknowledge that this information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan; that I understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans, Exterior work authorized by a building permit issued in accordance with the Minnesota State Building Code must be completed within 180 days of permit issuance. / x / L-1~ 6_:;_~ x Applicant's Printed Name App11ca a_tu_r97 Page 1 of 3 46 g6os l3l~~k r✓volF G-1 DO NOT WRITE BELOW THIS LINE SUB TYPES Foundation _ Fireplace _ Porch (3-Season) _ Storm Damage Single Family _ Garage _ Porch (4-Season) _ Exterior Alteration (Single Family) _ Multi _ Deck _ Porch (Screen/Gazebo/Pergola) _ Exterior Alteration (Multi) _ 01 of Plex _ Lower Level _ Pool _ Miscellaneous Accessory Building WORK TYPES New _ Interior Improvement _ Siding _ Demolish Building* _ Addition _ Move Building _ Reroof _ Demolish Interior Alteration _ Fire Repair _ Windows _ Demolish Foundation ` Replace _ Repair _ Egress Window _ Water Damage Retaining Wall *Demolition of entire building - give PCA handout to applicant DESCRIPTION Valuation ~G~ ac~7 Occupancy G MCES System Plan Review / Code Edition 149-7 SAC Units / ~tvro, (25%_ 100%t/ Zoning P1~ City Water ~fy s Census Code 1 d Stories Booster Pump # of Units / Square Feet 3341 PRV # of Buildings / Length -:63 Fire Sprinklers /yo Type of Construction Width 0- REQUIRED INSPECTIONS Footings (New Building) Meter Size: _je Footings (Deck) Final / C.O. Required Footings (Addition) Final / No C.O. Required Foundation HVAC _ Gas Service Test Gas Line Air Test Drain Tile Other: Roof:lce & Water Final Pool: -Footings Air/Gas Tests -Final Framing Siding: -Stucco Lath Stone Lath -Brick Fireplace: *Rough In Air Test Final Windows Insulation Retaining Wall: _ Footings _ Backfill - Final Sheathing j36 c4X WAi l-f Radon Control Sheetrock Erosion Control Reviewed By: Building Inspector RESIDENTIAL FEE UN Fj/✓ 76 1G G y Base Fee 'yo ' r /N gl 99 ~ /Chl h4 o 43 Surcharge Sr I v e A* 93~% ? f Plan Review MCESSAC qr j83(~AtCP Ij ~ / 7~ Ig5 9'~ City SAC Utility Connection Charge ~Sr2dgw 7 /j w~ y0 k~ z X93 S&W Permit & Surcharge JJ ,,,,tt Treatment Plant F(Ir N7 y 3? 4d Copies TOTAL 3 Lyy(r sti 17 Page 2 of 3 ,17766 New Construction Energy Code Compliance Certificate D-R HOMN' Per N1101.8 Building Certificate. A building certificate shall be posted in a permanently visible location inside Date Certificate Posted the building. The certificate shall be completed by the builder and shall list information and values of components listed in Table N 1101.8. Mailing Address of the Dwelling or Dwelling Unit 4608 Black Wolf Run Eagan " C E 1 V E D Name of Residential Contractor MN License Number DRHorton BC605657 Community Plan to 5341 STD & with 300 chn hood THERMAL ENVELOPE RAD N SYSTEM Type: Check All That Apply X Passive (No Fan) o v a Active (With fan and monometer or H a other system monitoring device ) c3 V 'r3 ~0 o U U a > c z J w $ Insulation Location c ° y ° p a' ° ° S oa H Z w w w w ~ ren rZ Other Please Describe Here Below Entire Slab Foundation Wall R-5 X Type in location: interior exterior or integral Perimeter of Slab on Grade Rim Joist (Foundation) R-12 X Type in location: interior exterior or integral Rim Joist (0 Floor+) R-1 2 X Type in location: interior exterior or integral Wall R-19 X Ceiling, flat R-44 11 X Ceiling, vaulted R-44 X Bay Windows or cantilevered areas R-32 X Bonus room over garage Describe other insulated areas Windows & Doors Heating or Cooling Ducts Outside Conditioned Spaces Average U-Factor (excludes skylights and one door) U: 0.31 Not applicable, all ducts located in conditioned space Solar Heat Gain Coefficient (SHGC): 0.28 R-8 R-value MECHANICAL SYSTEMS Make-up Air Select a Type Appliances Heating System Domestic Water Heater Cooling System x Not required per mech. code Fuel Type NAT GAS NAT GAS R-41 DA Passive Manufacturer CARRIER RHEEM CARRIER Powered Interlocked with exhaust device. Model'- 598SC213100S21 43VP50 CA13NA036 Describe: Input in 100000 Capacity in 50 Output in 3 Other, describe: Rating or Size BTUS: Gallons: Tons: Heat I PSS: 79,015 Heat Gain: 26,98 6 Location of duct or system: Structure's Calculated AFUE or 92 SEER: 13 HSPF% Calculated 32821 Efficient cooling load: Cfin's roue ue Mechanical Ventilation System " metal duct nuy auui - -.-Y, - v--* ~y.wiu.> a u~wu~u. k-r'. rwv iwuaw~ au source heat pump with gas back-up furnace): 2- Panasonic WhisperGREEN fans set at 50 cfin continuous (one with a Combustion Air Select a Type light). Fans ramp up to 80 cfin upon motion sensing for 30 minutes. Toilet Room FV08VSL 80 cfin switched Not required per leech. code Select Type X Passive Heat Recover Ventilator (HRV) Capacity in efins: Low: High: Other, describe: Energy Recover Ventilator (ERV) Capacity in cfins: Low: High: Location of duct or system: anasonic FV08VKM3 1 FV08VKML (w/lite) X Continuous exhausting fan(s) rated capacity in cfins: 80 cfin set 0 cfin each / 00 furnace room Location of fan(s), describe: Master bath & full bath (respectively) Cfin's Capacity continuous ventilation rate in ctins: 100 6 " round duct OR S T Total ventilation (intermittent + continuous) rate in cfins: " metal duct iV 4608 Black Wolf Run Eagan HVAC Load Calculations for DRHorton Lakeville, MN I Prepared By: Todd Boyum Sabre Plumbing & Heating 15535 Medina Rd Plymouth, MN 55447 763-473-2267 Saturday, December 14, 2013 Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. Rhvac - Residential & Light Commercial HVAC Loads ~F Elite Software Development, Inc.' Sabre Plumbinq & Heating 4608 Black Wolf Run Eagan_ i Plymouth, MN 55447 Page 2 . Project Report General Project Information -,y Project Title: 4608 Black Wolf Run Eagan Designed By: Todd Boyum RECEIVED Project Date: 11/13/13 Client Name: DRHorton DEC 17 2013 Client City: Lakeville, MN Company Name: Sabre Plumbing & Heating Company Representative: Todd Boyum Company Address: 15535 Medina Rd Company City: Plymouth, MN 55447 Company Phone: 763-473-2267 Company Fax: 763-473-8565 Design Data+ Reference City: Minneapolis, Minnesota Building Orientation: Front door faces West Daily Temperature Range: Medium Latitude: 44 Degrees Elevation: 834 ft. Altitude Factor: 0.970 Outdoor Outdoor Outdoor Indoor Indoor Grains Day Bulb Wet Bulb Rel.Hum Rel.Hum Dry Bulb Difference Winter: -15- -12.38 n/a 30% 70 27.02 Summer: 88 -1/ 73 50% 50% 75 35 Check Figures:___ w Total Building Supply CFM: 1,264 CFM Per Square ft.: 0.266 Square ft. of Room Area: 4,752 Square ft. Per Ton: 1,737 Volume (ft3) of Cond. Space: 39,498 Building Loads Total Heating Required Including Ventilation Air: 79,015 Btuh 79.015 MBH Total Sensible Gain: 26,986 Btuh 82 % Total Latent Gain: 5,836 Btuh 18 % Total Cooling Required Including Ventilation Air: ~32 82'f 2.74 Tons (Based On Sensible + Latent) [ Notes Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. C:\ ...\DRH 5341- West front door.rh9 Saturday, December 14, 2013, 2:38 PM RECEIVED 011 17 Mll 5s Heating Light Commercial HVAC Loads Elite Soft1ware P Sabre ~ P Residential 4608 Black Wolf Run Eaqan 9 System 1 Summary Loads Component Ada Sen Lat Sen Total Description Q06 Loss Gain Gain Gain_ DRH LowEE 2929: Glazing-DRH Windows, u-value 0.29, 80 1,972 0 2,470 2,470 SHGC 0.29 DR ow 328: Glazing-DRH Windows, u-value 0.33, 96 2,694 0 2,924 2,924 SHGC 0.28 DR ow 30: Glazing-DRH Windows, u-value 0.2 30 740 0 954 954 SHGC 0.3 DR ow 228: Glazing-DRH Windows, u-value 0.32, 232 6,312 0 4,970 4,970 SHGC 0.28 DR oF~T wet3031: Glazing-DRH Windows, u-value .3, 8 204 0 144 144 SHGC 0.31 D ow ass: Glazing-DRH Windows, -value 5 132 0 151 151 0.31, SHGC 0.28 DRAto_w E 2924: Glazing-DRH Windows, u-value 0.29, 12 296 0 314 314 SHGC 0.24 DR Low 28: Glazing-DRH Windows, u-value 0.3, 18 459 0 540 540 SHGC 0.28 11 or- e a -Fibe4R1 Core 37.8 1,927 0 544 544 12E-Osw: Wall-Fram nsulation in 2 x 6 stud 3345.2 19,334 0 3,504 3,504 cavity, no board inn, ,,,King finish, wood studs .15130-5sf-4: Wall-Basement„ board exterior 96 734 0 0 0 insulation to footing, no interior finish, 4' floor depth .15BO-5sf-8: Wall-Basement, R-5 oard exterior 1152 7,050 0 0 0 insulation to footing, no interior finish, 8' floor depth RJ-12.2: Wall-Frame, Custom, Rim Joist- interio - 2.2 522.7 3,644 0 662 662 spay foam 1613-44: Roof/Ceiling-Under Attic with Insulation on Attic 1788 3,344 0 1,888 1,888 Floor (also use for Knee Walls and Partition Ceilings), Vented Attic, No Radiant Barrier, Dark Asphalt Shin - or Dark Metal, Tar and Gravel or Membrane, 44 sulation 21A-20: Floor-Basement, Concrete slab, any thickness, 2 1482 3,401 0 0 0 or more feet below grade, n9 insulation below floor, any floor cover, shortest side of floor slab is 20' wide DR20P-32: Floor-Over open crawl space or garage, 348.3 918 0 86 86 Custom Floor Over Open Crawl space or garage _ Passive 32 _lanket insualtion,_any cover - Subtotals for structure: 53,161 0 19,151 19,151 People: 6 1,200 1,380 2,580 Equipment: 1,041 3,976 5,017 Lighting: 0 0 0 Ductwork: 2,123 280 496 775 Infiltration: Winter CFM: 223, Summer CFM: 143 20,188 3,315 1,983 5,298 Ventilation: Winter CFM: 0, Summer CFM: 0 0 0 0 0 Exhaust: Winter CFM: 100, Summer CFM: 100 _Humidification_.(Winter) 9._66 gal/day__. _ 3,543 0 0 0 System 1 Load Totals: 79,015 5,836 26,986 32,821 Check Figures Supply CFM: 1,264 CFM Per Square ft.: 0.266 Square ft. of Room Area: 4,752 Square ft. Per Ton: 1,737 Volume (ft3) of Cond. Space: 39,498 System Loads Total Heating Required Including Ventilation Air: 79,015 Btuh 79.015 MBH Total Sensible Gain: 26,986 Btuh 82 % Total Latent Gain: 5,836 Btuh 18 % Total Cooling Required Including Ventilation Air: 32,821 Btuh 2.74 Tons (Based On Sensible + Latent) C:\ ...\DRH 5341- West front door.rh9 Saturday, December 14, 2013, 2:38 PM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc, Sabre Plumbing & Heating i 4608 Black Wolf Run Eagan Plymouth, MN 55447 _ Page 5, System 1 Summary Loads (cont'd) Notes Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. C:\ ...\DRH 5341- West front door.rh9 Saturday, December 14, 2013, 2:38 PM DEC 0 61nf t Site address 0 L v contractor L aata.f~ i r, Completed Section A V0nt11ation Quantity ' (Determine.quengtybyusingTableNiip4,2orEquatton111) Square feet (conditioned area.$ furling Basement [inlshed.orunfintahed) Total required vantl[I Number of bedrooms ' Continuous ventilation Directions Determine.#ite total and continuous ventllatioq rate.by either using Table MI 104.2 or equation 31-1. The table and equation are below. Tab€e N1104.2 Total and Continuous itoiititatfon hates` fn cim Num, er of bedrooms 1. 2. 3 4 5 6 conditioned space`(in 'Totaj/ Total/ total/ Total/ Total/ Total/ s , tt• continuous continuous continuous continuous continuous continuous 1paa:1so0 60/40* 75/40 solos 10s/63 120/60 i-35/6s. 150120DO 70'790 95/43... 14 z0ti -z n . 0 ss/4s i s/ss azs/ 140l70 15517 2501+3000 _ SnJaS 105/53 izo/to 135/68 15,075 165lf~3 3001-35500 .100/50 US/0 :iWAS 145/73 160/80 175188: 3501.4000 xo/sS. 125/63 MOO zss .za i70/85 185/93 4001450Q 120/60 135/68 150/75 165/83 18p/90 195198 45015000 13U/6S. 145/73 160/60 175 8 1. 205/103 50.01-5500. 190/7p 155/78 x,20/85 185/93.. 215/108 550]-6000. 150175 165/&3 M 180/90 195/98 210/105 225/113 Equation 11-1 (D-W x square feet of.conditioned space) +.(15 x (number of bedrooms + I)l = Total ventilation rate (dm) Total ventilation -The mechanical vent latlon system shall. provide sufficient outdooralr to equal the.totai ventilatfon.rate average, for each one-hour;perfod accarding to the above table. or equation. For heat recovery ventilators. (i9RV) anti.en gy recovery.venilia- tors (ERi[) the average hourly ventltation.capacity:nyust.ire.determined In consideradon;af any reduction of exhaust or out outdoor alr intake, or both, for defrost* other equipment cycling. Continuous ventilation -A minimum of 50.percent:of.the total ventilation rate, bait pat less than 40 cfm .shall be:provPded, on a can tinuous rate average for.each one hour period, Th(S portion,pf.tlZe meciianicai:vi ntlattgn system.intended to bacontinuous ittay have aatom5tic cyrling co #rolS providing the avera5e #I41W - fs? each I ur (fi tra DEC 0 Section B Ventilation Method (Choose either balan d or exhaust only LVentfl!ator) RV (Heat Recovery Ventilator) or ERV (Energy Recou-Exhaust only c(m pf unit in towmust not exceed continuous vent}° ntinuous fan rating in tfm more than 10f1%_ High cfm: Continuou an rating In cfm (capacity must not exceed r~ continuous ventilation rating by more than lt> ' Directions - Choose the method of ventilation, balanced or exhaust only. Balanced ventilation systems are typically HRV or ERV's, Enter the low and high cfm amounts. Low elm airflow must be equal to or greater than the required continuous ventilation rate and less than 100% greater than the continuous rate. (For instance, if the low cfm is 40 cfm, the ventilation fan must not exceed 80 cfm.) Automatic controls may allow the use of a larder fain that Is operated a percentage of each hour. Section C Ventilation Fan Schedule Description Location Continuous -145v_ 41 tT-5 g Ti~f17141~ 410 77L Directions -The ventilation fan schedule should describe what the fan is for, the location, cfm, and whether it is used for continuous or Intermittent ventilation. The fan that is chose for continuous ventilation must be equal to or greater than the fow c in air rating and less than 100% greater than the continuous rate. (For Instance, If the low cfm is 40 cfm, the continuous ventilation fon must not exceed 80 cfm.) Automatic controls may allow the use of a largerfan that is operated a percentage of each hour. Section D Ventilation Controls (Describe a eratlQn and contrat of the continuous and Intermittent ventil Won) % - . ~t vv c a r ! ` -6 e- 1 f1 ' _EY *"y Jet c' U" i )1. ,4--v Lit t~! i At a 144 r t-.i~t"~'~ c'3 1 { Directions -Describe the operation of the ventilation system. There should be adequate detall for plan reviewers and Inspectors to verify design and installation compliance. Related trades also need adequate detail far placement of controls and proper operation of the building ventilation if exhaust fans are used for building ventilation, describe the operation and location of any controls, indicators and legends. If an ERV or lIRV into be installed, describe haw it will be installed. !fit will be connected and interfaced with the air handling equipment please describe such connections as detailed In the manufactures`installation instructions. if the installation Instructions require or recommend the equipment to be interlocked with the air handling equipment for proper operation, such Interconnection shall be made and described. Section E _ Make-up air 8assive (determined from calculations from c5t)1.3.1)° Tabl m Powered (determined from calculations from Table 5-013.1) Interlocked with exhaust device (determined front calculation frnrn Table 501.3,1) Other, describe: f` L4; A F < oca ion of duct or system ventilation make-up air: octermined from make-up air opening table Cfm Size andtype (rount rtclangular, flex or rigid) a NR means not required) Page 2 of 6 DEC 0 6 Directions - in order to determine the;makeup air, Table .501.34 must heRiled ouf (see below). For most new.instailations, column A will be appropriate, however, if atmospherically vented appliances. orsalid fuel appliances are Installed use the appropriate column. For existing dwellings, see /MC 501.13. Please note, if the makeup air quantity is ncgatlve, no additional makeup air will be re- quired far ventilation, if the value Is positive refer to Table 501.3.2.an0size the opening. Transfer the q fm, site of ripening and type (round, rectangular, flex orrigid) to the last-fine cif section D. The make-up pirsuppiy must be installed per 1MC501.3.2.3. Table 501.3.1 PROCEDURE TO DETERMINEWKEUP AIR QUANIiY FOR. EXHAUST EQUIPMENT IN DWELLINGS (Additional combustion aN tilt be re iced for combustion a €€ances sec KAIR method for calculations) One or multiple power One or multiple fan- one atmospherically vent Multiple atmospherical- vent or direct-vent ap- assisted appilances and gas or oil appliance or tyv.o*od gas a oil pliances or no combus- power vent or direct vent one solid fuel appliance appliances or solid fuel Lion appliances appliances. appliances Column C Column Q Column A Column a i. A) pressure factor 0.15 0.09 0.06 0;03 (cfm/sf) b) conditioned floor aa (sf) ("dim i- unfinished basements r Estimated "*use Inf€Etratton (aim): [is. re x 1b] 2. Exhaust Capacity aj continuous exhaustonlyventilation system Wink (notapplicabletoba j lanced ventilation' systems such as It* b) clothes dryer (c(m) 135 135 135 135 c.) 80%.of largest exhaustrating (dm); Kitchen hood typically (not applicable if reclrculathissystem G orif powered makeup orris electrically 5~1 Interlocked and match-to exhaust) d) 80% of.next largest exhaust rating (cfm); bath fantypkel4t Not (not applicable Itrecirarlating system. Applicable or.lf po..wcred.makeupalr is electrically interlocked and matched to.exhaust Total Exhaust Cipacity.(clin); (2a.+ 2b+2c+2d ; 3 Mal"pAlrQuantlty(c(m) - a) total exhausteapaclty(fromabovo)....... b)¢stlmated.houseirifiitrattan:(from abovet' ~s. Mskeup.MrQuantity(dm); - t3a'-3bj (Itvalue Is negative, no makeup air Is needed 4. For makeup, Iropening Sizing,refer to Table 501,4.2 A. Use this columt± if there are otheei than. fan•assiated or atmospherically Vented gas: or oil appliance or if there are no combustion appliances. (power vent and direct vent appliances may be used.) lt. Usc.this column if there:is one fan+assisted appliance per Venting system.'{Apppances other than atmospherically vented appliances may also be in- cluded.) C. Use this column If there is one. atmospherically vantelf.{otherkhan fan-assisted) Has or oil appliance per venting system or.one solid fuel appliance. o. Use this colurisn it there are Multiple atmosphertcally vented. gas or oil appNances.using a.common vent or If there are atmospbedcaily.vented gas or oil appliances and solid fuel appliances. Fr.Fj r7n DEC06 Makeup Air Opening Table for New and Existing Dwelling Table 50113.2 O.ne or rnultlpk power One or multiple, fan• One atmospherically Multiple atmospherkally vent, direct vent op- assisted appliances and vented gas or all op- vented gas or oil ap- Ouct of- piiances, or no combus• powerment or direct pliance or one sold fuel piiances or solid fuel ameter tion appliances vent appliances appliance appliances column A Column 8 Column C Column D Passive opening 1-36 1-22 - 1-SS 1-9 Passive opening 37-66 23 X41 ' 16-.28 18-17 4 Passive opening 67-109 42-66 29-46 18-28 S Passive opening. lip=363 47-100 :47--69 29--42 6 Passive0 enk 164-.232 101-143 j0-99 43-61 ~ j Passives enin 233-917 144-195 100-135 62-83 g Passive opening 318-419 19ti-258 136-179 84-11P 9 w/motorized dam ai Passlmupiattng 420-539 259-332 160-230 111-142 10 w/motorM dam er. Passive opening . 540 -679 333-419 231- 290 143 -179 ii w/motorlted dam er Powered makeu air 1'679 >419 >290 479 NA Notes: A. An equivalent length of 100 feet: okround smooth metal duct Is assumed. Subtract 40 feet for the exterior hood and ten feet for each 90-:408tee elbow to determine the remaining length of straight duct allowable. a• if flexible duct ls.used, increase the duct diameter by one inch. Flexible duct shall be.stmtched with minimal sags. Compressed duct shall not be accepted. C. Barometric dampers are.,prohlbitedInpassiveenakeupalrpjenings.wlananyatmospherically venteffapp€ianceIsinstalled. 1). Powered makeuP.nIf $liall be electrically Interlocked with the largest exhaust system. Sections F CoMbUstiofl it .Not required par rriechanlcal code iNo atmospheric br porvecvohted hpppances). PasslVc isee iFGC Appendix t2, Wgrksheet EA) Site and type other, dose#be: r qD Explanation - if no. atmospheric or paver vented applfances are installed, check the, appraprtate box, not required if a power vented or atmosphericallyvented-appliance'instOlled,. usi$ IfGC,4 pentllxF,':tVorksheet L~- (see belot~v Rfea'se enier:slza ands_ ~ Ype. Combus- tlamair vent supplies must.cammutllcore with the appliance or-appliances: that requlre::the Colnbustlon air.. Section F calculatlptfs follow on the :neXt 2 pages, 4 E(!d DEC 0 6 Directions - The Minnesota Fuel Gas Code method to. calculate. to size of a required combustion air opening, is called the Known Air Infiltration Rate Method For new construction, 4b of step 44s. required to be filled out. IFGC AppenJixE, Vlrorkshcet E-1 'Residehtial Combustion A[rCalcublion Method , Roder, and/or Water Heater in the S5 acemplete vented cornbustlon appliance information. oner. ood Fan Assisted rect vent Input:, RtuAtr or power Vent ter, ood Fan Assisted .....Olrea Vent Input: _Btu/hr Ft".ft or Power Vent Step 2: Calculate the volume of the;ComEtustion Appliance Space (CAS} contathlog.eombustion appliances. ? Tier CAS Includes all spaces connected to one another by code compllant openings. CAS volume: 1 - fe LxWxH 1. W H Step SI.-Deteemire Air Changes Default ACH values have been incorporated into Table E-1 for use.with Mothod Ab (KAIR Mothod), if the ar of construction or ACHds not known, use method 4a Standard Method l, Step 4: Determine' Required Vohtine for Combustion Air. (DO NOT COUNT UIRECFVWTAPPLIANCES) 4a. Standard Method Total Pt(;/.hrtnput.of an combustion app jant'es Input: Btu/hr use $tondard. Method column in Table E4 to find Total Required TRV: ftt Vniume fTRV} if CAS Volurue (from Step 2).fs grcatcrthan TRV then no optdopr openings are needed. If CAS Volume (from Step 2) is kss hors TRV then go to STEP S. 4b, Known Air Infiltration Rate (KA1R) Method (DO NOT COUNT DIRECT VENT 'APPi fANCES) Total 6tuAltInput ofallfah-assisted andpower vent apptiaWs input: Cv Rtu/hr IlseFan-AssistedApOlows:columnin.To6leE-I to find RVFA fi Requ{red Volume Fan Assisted WFA) Total Btu/hr Input cf all Natural draft appliances input:. RtuNtr Use Natural slraft.Appilances column in Table E4 to find RVNFA: fl= Required Volume Natural draft appliances (RVNDA) Total Required Volume fTRV) - RVFA+ RVNDA TRV ~ + z w ..1. 7 TRVftz I(CASIV .e.(immSleep. ).is.Bntateftlrerrt_TRUttten.na.otlkdooropenir s..are.naeded,... . If CAS Volume from Step 2 Is less thon TRVthjIm otoSTEP .S. Step S: Cale Mate, the rafto.of 21 interior yotame to the total required volume. Ratio = CAS Yolume.(from Step 2) XWded byTRV:(feom Step 4a orStep 4b) Step 6. Calculate Reduction factor fRF). RF =1 minus Ratio Step 7: Calculate single outdoor opening ax If an coirrbustiori air is iranl outside. Total Rtu/hr input at. at€ (ombtistion Appliances In the samo CAS Input: G Rtu/ier ( . cCPT f»RECT VgNt ) Combustion.Air OpenlnCArea (CAOA): TotalRtu/hrdlVidedb 3000Rtu/itr. erfnx CACIA /$000Oto/hr erinz=: Inx stop kcalixl)ate Minimum CAC±A. MinimumCAOA=CAOAmulti led RF MinimumCAOA- x .::(q ty inn Step 9 ('alculate Comb usk on Air.Opening plalneter(CAOD} CAOD=3, 13muttipUedbythosg.uore.rootofMinimumCAOA CAOD-L13VMinimumCAI diameter up one inch in size if using fiezduct *14f desired. AGH can be determined uSing ASHRAE calculI or blower dooftest. Follow procedures In Section G304. . C I V F D DEC 0 6 X113 IFGC Appendix E, Table E-1 Residential Combustion air (Required Interior Volume Based on:lnput Rating of Appliance) Input.Rating Standard Method Known Air )nfiitratinn Rate (KAIR) Method (cu ft) (BtuJhr) ran Assisted. or.Power vent Natural Draft _ 1994 to present Pre-1994 1994 to present Pte-1994 5:000. 250 $75 198 525 263 10,000 500 750 375. 1,050 525 _ 15 000. 750 1;125 563 1;575 788 ?0,000 11000 11500 750 2,100 11050 25;006 1,250 _ 1;875 938 2 625_' 1'313 36,000 1500 2,250^-_. 1,125 3,150 35.000 1,750 2,625 1,313 3,675 1,888 4Q,0g0 2,000 SQ4 4,200 2,100 _ 45;000 2,250 1,688 4,735 2,3G3 50,000 1500 -31-5-0 1,675 5,2S0 2,625. 55,000 2;750 4;125 2063 5,775 21888 68,000 3,000 4 500 2,250. 6,300 31150 G5,000 3,250 4,875 2,438 6,825 3,413 70,0 3,500 5250 2625 7,350 3,G75 75'000 3,750 5,625 2,813 7,875 _ 3,938 80,000 4 000 6,000 _3..00 _B,A00 4'200 $5.000 _4_,2SO Gt37S - -3.988 8,925 4 t463 V _ 50,000 6,750 3,375 9,450 W 4,72S 951000. 4,750 7112S 3;563 9 9,975 4,988 Hl~,7000 00 000 5,000 _ 7 500 3,750 10,500 _ S250 5,250 7875 3,938 11,025 5;500 8,25Q10 1,125 11,550 5,775 115;000 5,750 8.625 4,313 12,075 y 6Q38 - 120,000 6,000 9,000 4,500 12.600 ~ 6,300 125000 6,250 9,375 4;688 13,125 6563 130,000 G;500 9750 4,875. 131650 6,825 135;000 6.750 .10,12S 51063 14,175 7086 140 000 7,000 10,500 S,250 14;700 7,350 1.45;000 7 2S0 10,875 5;4$8 15,325 7,613 150,000 71500 11,250 5,625 15,7S0 7,875 -,LsS:000 7,750 11,625 5813 16,275 1,138 160,000 8;00,0 12)000 6 QQ0 16;800 81400 165,000 6;250 12,375 6,189 17,325 8;663. 120.0,00 B,Spp... _ _ ........12,750.. _ _ _ . _ 6375 _ . . .17,850, _ W ...$,825 175,000 8 750 13,125 6;563 18.375 9,188: _w _ 380;000 9,000 13 500 6,756 -18,900 9,450 W 185000 9,250 13,875 6 938 19,425 .9;713 1900 9 500 Tik,2S0 W 7,125 19,950 -_975 _w 1951000 9,750 ' 14,625. _ _r 7,3]3 20,475 _ 1Q,x38 205,000. 10,000 15;000 7,500 ;21;000 10,500 205,0,00 10 250 15,375 1Q;783 210:000 10,500 15,750-._.._._ 7,87S 22,050 11,025 ~ . 215,000 ~ 10,750_........__._.____.- X1.6,125 8,063 22;57_5 31288 220,000. 11,000 16,500 8,250___ 23,100 11,550 225;{300. _ 11;260. 16,875 B 438 33;625 11,813 230,040~- _ 11;500- 17;250 8,625 24,150 _ 12,075 1. The 1.994 date refers t0. dwellings constructed under the 1994 Minnesota Energy Code. The default KAIR used in:this section of the:taitie:is 0,20 ACH. 2. This section of the table Is to be used for dwellings constructed prior to. 1994. The .default.01f2 used in this section of flte table Is 0.40 ACH, _ a s60fG QO~t 4!30!2013 fal PL GEM MNDOWS BILL TO: SHIP TO: RECD IV D DEC 0 6 lQhi 1276677 4/30/2013 Load Date Not Set 0001-01-01 Tom Glynn DR HORTON # 5341 - B 1 - GR WALKOUT 1-1 Rough Opening: 72 X 72, Frame: 71.5 X 71.5 $216.69 $216.69 Qty: 1 Wrapping - Clear Opening Calculations 30.875 X 32.625, Clear Opening Room Location: Area: 7 LIVING Product Unit 1:1500 Beveled Single Hung I Unit 2:1500 Beveled Single Hung Note: Dimensions Traditional (1/2" under Call Size), Call Size 3-0 6-0, Frame Size 35.5 X 71.5, Equal Color Exterior = White, Interior = White Unit Type Beveled, Non-Drywall Glazed, Nailing Fin Unit Performance H LC50 (DP +501-50), No Thermal Requirement, U-Factor = 0.33, SHGC = 0.28. VLT = 0.54, STC Rating = 27 'Zr s TJnrt 1, 2: HP (Low E/Argon), Warm Edge (WE), Metal, Double Glazed, 7/8", 3mm X 1/8in (Double Strength) Upgrade Unit 1 Lower, 1 Upper,. 2 Lower, 2 Upper: Annealed Grilles Unit 1 Bottom, 2 Bottom: None Unit 1 Top, 2 Top: 3/4" Flat GBG, Colonial, Exterior = White, Interior = White, 3WIH Hardware Hardware Color / Finish = White, 2 Locks, Standard (Inverted Block and Tackle) Wrapping - Frame Options Nail Fin Setback 13/8" Wrapping -Overall Performance DP+50/-50 Mulls Vertical Common Frame, 0.5" thick ji~ 1-2 Unit 1 Screen $7.29 $7.29 Qty: I Call Size: 3-0 6-0 Room Location: Screen Color: White Screen Width: 31.5 Screen Height: 34.1875 Note: Quote 1276677 PLy GEM Page 1 of 13 CA" Printed: 4/30/2013 9:19:15 AM www.plygemwindows.com 1276677 4/30/2013 Load Date Not Set 0001-01-01 Tom Glynn "MONNOW13,010 DR HORTON # 5341 B1 - GR WALKOUT 1-3 Unit 2 Screen $7.29 $7.29 Qty: I Call Size: 3-0 6-0 Room Location: Screen Color: White Screen Width: 31.5 Screen Height: 34.1875 Note: 2-1 Rough Opening: 24 X 24, Frame: 23.5 X 23.5 $46.30 $92.60 Qty: 2 Product Unit 1:1500 Beveled Rectangle Room Location: Dimensions Traditional (1/2" under Call Size), Call Size 2-0 2-0, Frame OWNER'S ENTRY Size 23.5 X 23.5 Color Exterior = White, Interior = White Note: Unit Type Beveled, Matching Window Type = Single Hung, Nailing Fin Unit Performance FW-LC55 (DP +551-55), No Thermal Requirement, U-Factor = 0.3, SHGC = 0.31, VLT = 0.58, STC Rating = 26 J` Ulass HP w E Argon), Warm Edge (WE), Metal, Double Glazed, 7/8", 3mm \ 1/8in (Double Strength) Upgrade, Annealed Wrapping - Frame Options Nail Fin Setback 13/8" 3-1 Rough Opening: 24 X 48, Frame: 23.5 X 47.5 Qty I Wrapping -Clear Opening Calculations 18.875 X20.625, Clear Opening $76.54 $76.54 Room Location: Area: 2.7 COMMAND CENTER Product Unit 1:1500 Beveled Single Hung Dimensions Traditional (1/2" under Call Size), Call Size 2-0 4-0, Frame Note: Size 23.5 X 47.5, Equal Color Exterior = White, Interior = White Unit Type Beveled, Non-Drywall Glazed, Nailing Fin Unit Performance H-LC50 (DP +55/-55), No Thermal Requirement, U-Factor = 0.32, SHGC = 0.28 VLT = 0.54, STC Rating = 27 Glass Unit 1: HP (Low E/Argon), Warm Edge (WE), Metal, Double Glazed, 7/8", 3mm \ 1/8in (Double Strength) Upgrade Unit 1 Lower, 1 Upper: Annealed Hardware Hardware Color / Finish = White, 1 Lock, Standard (Inverted Block and Tackle) Wrapping - Frame Options Nail Fin Setback 13/8" 3-2 Unit 1 Screen $4.86 $4.86 Qty: I Call Size: 2-0 4-0 Room Location: Screen Color: White Screen Width: 19.5 Screen Height: 22.1875 Note: Quote 1276677 PLy GEM Page 2 of 13 '"'O (WA`P Printed: 4/30/2013 9:19:15 AM www.plygemWndows.com 1276677 4/30/2013 Load Date ;Not Set 0001-01-01 Tom Glynn DR HORTON 4 5341 - 131 - GR WALKOUT 4-1 Rough Opening: 36 X 48, Frame: 35.5 X 47.5 $92.45 $92.45 Qty: 1 Wrapping - Clear Opening Calculations 30.875 X 20.625, Clear Opening Room Location: Area: 4.42 COMMAND CENTER Product Unit 1:1500 Beveled Single Hung Dimensions Traditional (1/2" under Call Size), Call Size 3-0 4-0, Frame Note: Size 35.5 X 47.5, Equal Color Exterior = White, Interior = White Unit Type Beveled, Non-Drywall Glazed, Nailing Fin Unit Performance H-L.C50 (DP +55/-55), No Thermal Requirement, U -Factor = 0.32, SHGC = 0.28 VLT = 0.54, STC Rating = 27 ass Unit w rgon), Warm Edge (WE), Metal, Double + Glazed, 7/8", 3mm \ 1/8in (Double Strength) Upgrade Unit 1 Lower, 1 Upper: Annealed Hardware Hardware Color / Finish = White, 2 Locks, Standard (Inverted Block and Tackle) Wrapping - Frame Options Nail Fin Setback 13/8" 4-2 Unit 1 Screen $4.86 $4.86 Qty: I Call Size: 3-0 4-0 Room Location: Screen Color: White Screen Width: 31.5 Screen Height: 22.1875 Note: 5-1 Rough Opening: 72 X 96, Frame: 71 1/2 X 95 1/2 $481.64 $481.64 Qty: 1 Product Room Location: Builder Series 5700 Sliding Patio Door DINETTE Dimensions Call Size 6-0 8-0, Frame Size 71.5 X 95.5 Color White Note: Unit Type OX Unit Performance DP +25/-25, No Thermal Requirement, UFactor = 0.29. SHGC = 0.29, VLT = 0.55 Glass Low E/Argon, Double Glazed, Tempered, Warm Edge (WE), Metal Hardware Standard, Not Keyed, Exterior Handle Color / Finish = White, Interior Handle Color / Finish = White TI- - 5-2 Unit 1 Screen $38.68 $38.68 Qty: 1 Call Size: 6-0 8-0 Room Location: Screen Color: White Note: Quote 1276677 -10 Ply GEM Page 3 of 13 VANDON W Printed: 4/30/2013 9:19:15 AM www.plygemWndows.com Top 1276677 4/30/2013 Load Date Not Set 0001-01-01 Tom Glynn DR HORTON # 5341 - B1 - GR WALKOUT 6-1 Rough Opening: 36 X 48, Frame: 35 1/2 X 47 1/2 $156.21 $156.21 Qty: I Product Room Location: Builder Series 5000 Casement KITCHEN Dimensions Call Size 3-0 4-0, Frame Size 35.5 X 47.5 Color White Note: Unit Type Right 9 Unit Performance DP +501-50, No Thermal Requirement, LL-Factor = Q.-2 SHGC = 0.24, VLT = 0.46 Glass 'Low Lo-w--7E/Argon, Double Glazed, Annealed, Warm Edge (WE), Metal, Strength Upgrade = Double Strength Hardware Standard ~--aam Frame Options Nail Fin Trim = None (2" Nail Fin) iiiiiiliiinliitlmg. 6-2 Unit 1 Screen $9.10 $9.10 Qty: I Call Size: 3-0 4-0 Room Location: Screen Color: White Note: 7-1 Rough Opening: 36 X 72, Frame: 35.5 X 71.5 $106.73 $213.46 Qty. 2 Wrapping - Clear Opening Calculations 30.875 X 32.625, Clear Opening Room Location: Area: 7 FAMILY Product Unit 1:1500 Beveled Single Hung Dimensions Traditional (1/2" under Call Size), Call Size 3-0 6-0, Frame Note: Size 35.5 X 71.5, Equal Color Exterior = White, Interior = White Unit Type Beveled, Non-Drywall Glazed, Nailing Fin Unit Performance H-LC50 (DP +50/-50), No Thermal Requirement, U-Factor = 0.32 SHGC = 0.28, VLT = 0.54, STC Rating = 27 Glass Unit 1: HP (Low- gon), Warm Edge (WE), Metal, Double Glazed, 7/8", 3mm \ Win (Double Strength) Upgrade Unit 1 Lower, 1 Upper: Annealed Hardware Hardware Color /Finish = White, 2 Locks, Standard (Inverted Block and Tackle) Wrapping - Frame Options Nail Fin Setback 13/8" 7-2 Unit 1 Screen $7.29 $14.58 Qty: 2 Call Size: 3-0 6-0 Room Location: Screen Color: White Screen Width: 31.5 Screen Height: 34.1875 Note: Quote 1276677 PLC f GEM Page 4 of 13 }~""'"`W Printed: 4/30/2013 9:19:15 AM www.plygemvAndows.com pv~r - io -1 to 1276677 4/30/2013 Load Date Not Set 0001-01-01 Tom Glynn DR HORTON # 5341 - B1 - GR WALKOUT 8-1 Rough Opening: 60 X 72, Frame: 59.5 X 71.5 $131A7 $131.47 Qty: I Product Unit 1:1500 Beveled Rectangle Room Location: Dimensions Traditional (1/2" under Call Size), Call Size 5-0 6-0, Frame FAMILY Size 59.5 X 71.5 Color Exterior = White, Interior = White Note: Unit Type Beveled, Matching Window Type = Single Hung, Nailing Fin Unit Performance FW-LC55 (DP +55/-55), No Thermal Requirement, U -Factor = 0.29. SHGC = 0.3. VLT = 0.57, STC Rating = 29 Glass HP (Low E/Argon), Warm Edge (WE), Metal, Double Glazed, 7/8", Annealed Wrapping -Frame Options Nail Fin Setback 13/8" 9-1 Rough Opening: 72 X 72, Frame: 71.5 X 71.5 $213.46 $213.46 Qty: 1 Wrapping - Clear Opening Calculations 30.875 X 32.625, Clear Opening Room Location: Area: 7 DINING Product Unit 1:1500 Beveled Single Hung I Unit 2:1500 Beveled Single Hung Note: Dimensions Traditional (1/2" under Call Size), Call Size 3-0 6-0, Frame Size 35.5 X 71.5, Equal Color Exterior = White, Interior = White Unit Type Beveled, Non-Drywall Glazed, Nailing Fin Unit Performance H-LC50 (DP +501-50), No Thermal Requirement, U -Factor = 0.33, SHGC = O.ZLVLT = 0.54, STC Rating 27 Glass Unit 1, 2: HP (Low E/Argon), Warm Edge (WE), Metal, Double Glazed, 7/8", 3mm \ 1/8in (Double Strength) Upgrade Unit 1 Lower, 1 Upper, 2 Lower, 2 Upper: Annealed Hardware Hardware Color / Finish = White, 2 Locks, Standard (Inverted Block and Tackle) Wrapping - Frame Options Nail Fin Setback 13/8" Wrapping -Overall Performance DP+50/-50 Mulls Vertical Common Frame, 0.5" thick inin Wow= 9-2 Unit 1 Screen $7.29 $7.29 Qty: 1 Call Size: 3-0 6-0 Room Location: Screen Color: White Screen Width: 31.5 Screen Height: 34.1875 Note: Quote 1276677 PLy GEM Page 5 of 13 VANDO"`''llotw Printed: 4/30/2013 9:19:15 AM www.plygemwindaws.com n 1276677 4/30/2013 Load Date Not Set 0001-01-01 Tom Glynn ~~'A.,hf Fli DR HORTON # 5341 - BI - GR WALKOUT 9-3 Unit 2 Screen Qty: 1 Call Size: 3-0 6-0 $7.29 $7.29 Room Location: Screen Color: White Screen Width: 31.5 Screen Height: 34.1875 Note: 10-1 Rough Opening: 48 X 36, Frame: 47.5 X 35.5 $112.55 $112.55 Qty: I Product Unit 1:1500 Beveled Rectangle Unit 2:1500 Beveled Rectangle Room Location: Dimensions Traditional (1/2" under Call Size), Call Size 2-0 3-0, Frame WIC Size 23.5 X 35.5 Color Exterior = White, Interior = White Note: Unit BeveledMatchin Window Type =Single Hung, Nailing Fin Unit Performance H-LC50 (DP +60/-60), No Thermal Requirement, LL-Factor = 0.3. SHGC = 0.2$, VLT = 0.52, STC Rating = 26 Glass HP (Low E/Argon), Warm Edge (WE), Metal, Double Glazed, 7/8", ! 3mm \ 1/8in (Double Strength) Upgrade, Annealed , E-1 _ Grilles 3/4" Flat GBG, Half Colonial, Exterior = White, Interior = White, 2W2H T Wrapping - Frame Options Nail Fin Setback 13/8" Wrapping -Overall Performance DP+60/-60 Mulls Vertical Common Frame, 0.5" thick NNNEM 11-1 Rough Opening: 36 X 48, Frame: 35.5 X 47.5 Qty: I Wrapping - Clear Opening Calculations 30.875 X 20.625, Clear Opening $115.16 $115.16 Room Location: Area: 4.42 M. BATH Product Unit 1:1500 Beveled Single Hung Dimensions Traditional (1/2" under Call Size), Call Size 3-0 4-0, Frame Note: Size 35.5 X 47.5, Equal Color Exterior = White, Interior = White Unit Type Beveled, Non-Drywall Glazed, Nailing Fin Unit Performance H-LC50 (DP +55/-55), No Thermal Requirement, _U-Factor = 0.32, SHGC = 0.284 VLT = 0.54, STC Raring = 27 Glass Unit F.-TIF (Low-E/Argon), Warm Edge (WE), Metal, Double Glazed, 7/8" Unit 1 Lower, 1 Upper: Tempered Grilles Unit 1 Bottom: None Unit 1 Top: 3/4" Flat GBG, Colonial, Exterior = White, Interior = White, 3W1H Hardware Hardware Color / Finish = White, 2 Locks, Standard (Inverted Block and Tackle) Wrapping - Frame Options Nail Fin Setback 13/8" Quote 1276677 Arl' PLy GEM Page 6 of 13 `A` D W Printed: 4/30/2013 9:19:15 AM www.plygemwindows.com 1276677 4/30/2013 Load Date Not Set 0001-01-01 Tom Glynn DR HORTON 4 5341 - B1 - GR WALKOUT 11-2 Unit 1 Screen $4.86 $4.86 Qty: I Call Size: 3-0 4-0 Room Location: Screen Color: White Screen Width: 31.5 Screen Height: 22.1875 Note: OMEN= 12-1 Rough Opening: 72 X 60, Frame: 71.5 X 59.5 $216.58 $216.58 Qty: I Wrapping - Clear Opening Calculations 30.875 X 26.625, Clear Opening Room Location: Area: 5.71 MBR Product Unit 1:1500 Beveled Single Hung I Unit 2:1500 Beveled Single ma3a3 Hung Note: Dimensions Traditional (1/2" under Call Size), Call Size 3-0 5-0, Frame Size 35.5 X 59.5, Equal Color Exterior = White, Interior = White Unit Type Beveled, Drywall (Two-Sided Tape), Nailing Fin Unit Performance H-R25 (DP +35/-35), No Thermal Requirement, U-Factor = 0.32, SHGC = 0.28 VLT = 0.54, STC Rating = 27 Fla Glass nit 1, 2: -HP (Low E/Argon), Warm Edge (WE), Metal, Double Glazed, 7/8", 3mmt 1/gin (Double Strength) Upgrade Unit I Lower, 1 Upper, 2 Lower, 2 Upper: Annealed Grilles Unit 1 Bottom, 2 Bottom: None Unit 1 Top, 2 Top: 3/4" Flat GBG, Colonial, Exterior = White, Interior = White, 3W1H Hardware Hardware Color / Finish = White, 2 Locks, Standard (Inverted Block and Tackle) Wrapping - Frame Options Nail Fin Setback 13/8" Wrapping -Overall Performance DP+35/-35 Mulls Vertical Common Frame, 0.5" thick RON 1: 12-2 Unit 1 Screen $6.07 $6.07 Qty. I Call Size: 3-0 5-0 Room Location: Screen Color: White Screen Width: 31.5 Screen Height: 28.1875 Note: Quote 1276677 PLy GEM Page 7 of 13 VAWAW Printed: 4/30/2013 9:19:15 AM www.plygemWndows.com 1276677 4/30/2013 Load Date Not Set 0001-01-01 Tom Glynn !lllh Ta mom DR HORTON # 5341 - B1 - GR WALKOUT 12-3 Unit 2 Screen $6.07 $6.07 Qty: I Call Size: 3-0 5-0 Room Location: Screen Color: White Screen Width: 31.5 Screen Height: 28.1875 Note: 13-1 Rough Opening: 24 X 36, Frame: 23.5 X 35.5 $56.27 $56.27 Qty: I Product Unit 1:1500 Beveled Rectangle Room Location: Dimensions Traditional (1/2" under Call Size), Call Size 2-0 3-0, Frame MBR Size 23.5 X 35.5 Color Exterior = White, Interior = White Note: Unit Type Beveled, Matching Window Type = Single Hung, Nailing Fin Unit Performance FW-LC55 (DP +55/-55), No Thermal Requirement, U -Factor = 0.3, SHGC = 0.284 VLT = 0.52, STC Rating = 26 Glass HP (Low E/Argon), Warm Edge (WE), Metal, Double Glazed, 7/8", 3mm \ 1/8in (Double Strength) Upgrade, Annealed Grilles 3/4" Flat GBG, Half Colonial, Exterior = White, Interior = White, 2W2H T Wrapping - Frame Options Nail Fin Setback 13/8" jij~iq 14-1 Rough Opening: 24 X 48, Frame: 23.5 X 47.5 $76.54 $76.54 Qty I Wrapping -Clear Opening Calculations 18.875 X 20.625, Clear Opening Room Location: Area: 2.7 LAUNDRY Product Unit 1:1500 Beveled Single Hung Dimensions Traditional (1/2" under Call Size), Call Size 2-0 4-0, Frame Note: Size 23.5 X 47.5, Equal Color Exterior = White, Interior = White Unit Type Beveled, Non-Drywall Glazed, Nailing Fin Unit Performance H-LC50 (DP +55/-55), No Thermal Requirement, ji->^- ~Q, SHGC = 0 28 VLT = 0.54, STC Rating = 27 Glass Unit 1: HP(Low E/Argon), Warm Edge (WE), Metal, Double Glazed, 7/8", 3mm \ 1/8in (Double Strength) Upgrade Unit 1 Lower, I Upper: Annealed Hardware Hardware Color / Finish = White, 1 Lock, Standard (Inverted Block and Tackle) Wrapping - Frame Options Nail Fin Setback 13/8" 14-2 Unit 1 Screen $4.86 $4.86 Qty: 1 Call Size: 2-0 4-0 Room Location: Screen Color: White Screen Width: 19.5 Screen Height: 22.1875 Note: Quote 1276677 AAWFAPLyGEM Page 8 of 13 ' i°"' GWX1P Printed: 4/30/2013 9:19:15 AM www.plygemvAndows.com 1276677 4/30/2013 Load Date Not Set 0001-01-01 Tom Glynn DR HORTON 4 5341 - B1 - GR WALKOUT 15-1 Rough Opening: 36 X 60, Frame: 35.5 X 59.5 $96.75 $193.50 Qty: 2 Wrapping - Clear Opening Calculations 30.875 X 26.625, Clear Opening Room Location: Area: 5.71 BR 2,4 Product Unit 1:1500 Beveled Single Hung Dimensions Traditional (1/2" under Call Size), Call Size 3-0 5-0, Frame Note: Size 35.5 X 59.5, Equal Color Exterior = White, Interior = White Unit Type Beveled, Non-Drywall Glazed, Nailing Fin Unit Performance H-LC50 (DP +55/-55), No Thermal Requirement, U-Factor =x.32, SHGC = 0.28, VLT = 0.54, STC Rating = 27 Glass Unit 1: HP (Low -E/Argon), Warm Edge (WE), Metal, Double Glazed, 7/8", 3mm \ 1/8in (Double Strength) Upgrade Unit I Lower, 1 Upper: Annealed Hardware Hardware Color / Finish = White, 2 Locks, Standard (Inverted Block and Tackle) Wrapping - Frame Options Nail Fin Setback 13/8" 15-2 Unit 1 Screen $6.07 $12.14 Qty: 2 Call Size: 3-0 5-0 Room Location: Screen Color: White Screen Width: 31.5 Screen Height: 28.1875 Note: 181 111 11 1; ~ III I 16-1 Rough Opening: 36 X 60, Frame: 35.5 X 59.5 $123.10 $123.10 Qty I Wrapping - Clear Opening Calculations 30.875 X 26.625, Clear Opening Room Location: Area: 5.71 BR 3 Product Unit 1:1500 Beveled Single Hung Dimensions Traditional (1/2" under Call Size), Call Size 3-0 5-0, Frame Note: Size 35.5 X 59.5, Equal Color Exterior = White, Interior = White Unit Type Beveled, Non-Drywall Glazed, Nailing Fin Unit Performance H-LC50 (DP +55/-55), No Thermal Requirement, -U-Factor = 0.32. SHGC = 0.28,YLT = 0.54, STC Rating = 27 Glass Unit 1: HP (Low:E/Argon), Warm Edge (WE), Metal, Double Glazed, 7/8" Unit I Lower, 1 Upper: Tempered Hardware Hardware Color / Finish = White, 2 Locks, Standard (Inverted Block and Tackle) Wrapping - Frame Options Nail Fin Setback 13/8" Quote 1276677 PLy GEM Page 9 of 13 ` NDMCAVAW Printed: 4/30/2013 9:19:15 AM www.plygemvAndows.com sat` QA a- gum= 1276677 4/30/2013 Load Date Not Set 0001-01-01 Tom Glynn TOM DR HORTON # 5341 - B I - GR WALKOUT is: gg 16-2 Unit 1 Screen $6.07 $6.07 Qty: I Call Size: 3-0 5-0 Room Location: Screen Color: White Screen Width: 31.5 Screen Height: 28.1875 Note: 17-1 Rough Opening: 108 X 60, Frame: 107.5 X39.5 $290.26 $290.26 Qty: I Wrapping - Clear Opening Calculations 30.875 X 26.625, Clear Opening Room Location: Area: 5.71 GAME Product Unit 1:1500 Beveled Single Hung I Unit 2:1500 Beveled Single Hung Unit 3:1500 Beveled Single Hung t Note: Dimensions Traditional (1/2" under Call Size), Call Size 3-0 5-0, Frame Size 35.5 X 59.5, Equal Color Exterior = White, Interior = White Unit Type Beveled, Non-Drywall Glazed, Nailing Fin Unit Performance H-LC45 (DP +65/-65), No Thermal Requirement, U -Factor = 0.32. SHGC = 0.28. VLT = 0.54, STC Rating = 27 Glass Unit 1, 2,3: HP (Low-E/Argon), Warm Edge (WE), Metal, Double Glazed, 7/8", 3mm \ 1/8in (Double Strength) Upgrade Unit 1 Lower, 1 Upper, 2 Lower, 2 Upper, 3 Lower, 3 Upper: Annealed Hardware Hardware Color / Finish = White, 2 Locks, Standard (Inverted Block and Tackle) Wrapping - Frame Options Nail Fin Setback 13/8" Wrapping - Overall Performance DP+60/-65 Mulls Mulls 1: Vertical Common Frame, 0.5" thick Mulls 2: Vertical Common Frame, 0.5" thick In M-01"EM111; 1- MEW I 17-2 Unit 1 Screen $6.07 $6.07 Qty: 1 Call Size: 3-0 5-0 Room Location: Screen Color: White Screen Width: 31.5 Screen Height: 28.1875 Note: Quote 1276677 PLY GEM Page 10 d 13 "MM" CAMP Printed: 4/30/2013 9:19:15 AM www.plygemWndows.com 12 77 4/30/2013 Load Date Not Set 0001-01-01 Tom Glynn DR HORTON # 5341 - B1 - GR WALKOUT 17-3 Unit 2 Screen $6.07 $6.07 Qty: I Call Size: 3-0 5-0 Room Location: Screen Color: White Screen Width: 31.5 Screen Height: 28.1875 Note: ane'1fcm 'ri(r 17-4 Unit 3 Screen $6.07 $6.07 Qty: I Call Size: 3-0 5-0 Room Location: Screen Color: White Screen Width: 31.5 Screen Height: 28.1875 Note: 18-1 Rough Opening: 72 X 60, Frame: 71.5 X 59.5 Qty: 2 Wrapping - Clear Opening Calculations 30.875 X 26.625, Clear Opening $193.50 $387.00 Room Location: Area: 5.71 WALKOUT Product. Unit 1:1500 Beveled Single Hung Unit 2:1500 Beveled Single Hung Note: Dimensions Traditional (1/2" under Call Size), Call Size 3-0 5-0, Frame Size 35.5 X 59.5, Equal Color Exterior = White, Interior = White Unit Type Beveled, Non-Drywall Glazed, Nailing Fin Unit Performance H-LC50 (DP +60/-60), No Thermal Requirement, I MEEEE UL-Factor = 0.33. SH C_= 0.28_ VLT = 0.54, STC Rating = 27~ Glass Unit 1, 2: HP (Low E/Argon), Warm Edge (WE), Metal, Double Glazed, 7/8", 3mm \ 1/8in (Double Strength) Upgrade Unit 1 Lower, 1 Upper, 2 Lower, 2 Upper: Annealed Hardware Hardware Color / Finish = White, 2 Locks, Standard (Inverted Block and Tackle) Wrapping - Frame Options Nail Fin Setback 13/8" Wrapping -Overall Performance DP+60/-60 Mulls Vertical Common Frame, 0.5" thick Quote 1276677 PLy GEM Page 11 of 13 W Printed: 4/30/2013 9:19:15 AM www.plygemvAndows.com 1276677 4/30/2013 Load Date Not Set 0001-01-01 Tom Glynn .T t DR HORTON 4 5341 - B1 - GR WALKOUT 18-2 Unit 1 Screen $6.07 $12.14 Qty: 2 Call Size: 3-0 5-0 Room Location: Screen Color: White Screen Width: 31.5 Screen Height: 28.1875 Note: RON= 1z 18-3 Unit 2 Screen $6.07 $12.14 Qty: 2 Call Size: 3-0 5-0 Room Location: Screen Color: White Screen Width: 31.5 Screen Height: 28.1875 Note: MEMENEM 19-1 Rough Opening: 72 X 80, Frame: 71 1/2 X 79 1/2 $41127 $411.27 Qty: I Product Room Location: Builder Series 5700 Sliding Patio Door WALKOUT Dimensions Call Size 6-0 6-8, Frame Size 71.5 X 79.5 Color White Note: Unit Type XO Unit Performance DP +40/-40, No Thermal Requirement, U -Factor = 0.29, C;' SHGC = 0.29, VLT = 0.55 Glass Low-E/Argon, Double Glazed, Tempered, Warm Edge (WE), Metal Hardware Standard, Not Keyed, Exterior Handle Color / Finish = White, Interior Handle Color / Finish = White 19-2 Unit 1 Screen Qty: 1 Call Size: 6-0 6-8 $33.81 $33.81 Room Location: Screen Color: White Note: Quote 1276677 OD PLC j GEM Page 12 of 13 wf,w Printed: 4/30/2013 9:19:15 AM www.plygemwindows.com Him .t)3' _ v 1276677 4/30/2013 Load Date Not Set 0001-01-01 Tom Glynn smommommmil DR HORTON # 5341- B1 - GR WALKOUT 11~12 i111211 DR HORTON # 5341 - 131 - GR DR HORTON # 5341 - B 1 - GR $3,874.3 $0.0 Order: Delivery: $0.0 Job $0.0 Comment: $3,874.3 CUSTOMER SIGNATURE DATE Quote M 1276677 PLC j GEM Page 13 of 13 7WtOMM" Printed: 4/30/2013 9:19:15 AM www.plygemwindows.com ` EVALUATION REPORT(UN T _"E ~ s /t1"iM J J Report Number. 0272 Z/y SUi-AVj, Originally Issued: 12/2012 R - I 1°- Valid Through: 12/2013 DEC 0 6 DIVISION: 07 00 00 - THERMAL AND MOISTURE 3.0 DESCRIPTION PROTECTION Section: 07 21 00 -Thermal Insulation 3.1 QuadFoam® 2.0 Insulation: REPORT HOLDER: QuadFoam®2.0 is a spray applied, closed cell Quadrant Urethane Technologies polyurethane foam plastic insulation having I nominal 200 Industrial Blvd. density of 2.0 pounds per cubic foot (32 kg/m McKinney, TX 75069 3.2 Surface Burning Characteristics: (972)542-0072 www.QuadFoam.com 3.2.1 The QuadFoam® 2.0 insulation, at a maximum EVALUATION SUBJECT: thickness of 4 inches (102 mm) and a nominal density of 2.0 pounds per cubic foot (32.0 kg/m3), has a flame QuadFoam®2.0 spread index of 25 or less and a smoke-developed index of 450 or less when tested in accordance with ASTM E 84. 1.0 EVALUATION SCOPE: 3.2.2 Thicknesses of up to 11 %2 inches (292 mm) for 1.1 Compliance with the following codes: ceiling cavities and 7 '/2 inches (191 mm) for wall • 2009 International Building Code@ (IBC) cavities are recognized based on testing in accordance with NFPA 286, when covered with a • 2009 International Residential Code® (IRC) minimum '/2 inch thick gypsum board or an equivalent thermal barrier complying with, and installed in • 2009 International Energy Conservation accordance with the applicable code. Code@ (IECC) 3.3 Thermal Resistance: • 2006 International Building Code@ (IBC) • 2006 International Residential Code® (IRC) QuadFoam® 2.0 insulation has a thermal resistance, R-value, at a mean temperature of 75° F (24° C) as • 2006 International Energy Conservation shown in Table 1. Code® (IECC) 3.4 Intumescent Coating: 1.2 Evaluated in accordance with ICC-ES AC 377, dated October 2010 DC 315: intumescent coating is manufactured by International Fireproof Technology Inc., and is a water- 1.3 Properties evaluated: based coating supplied in 5-gallon (19L) pails and 55- gallon (208L) drums. The coating material has a • Surface-burning characteristics maximum shelf life of 24 months when stored in • Physical properties factory sealed containers at temperatures between • Thermal Resistance 50°F (10°C) and 90°F (32°C). • Use in attics and crawispaces • Air permeability 4.0 DESIGN AND INSTALLATION 2.0 USES 4.1 General: QuadFoam® 2.0 is a closed-cell spray foam is used as QuadFoam®2.0 spray-applied foam insulation must be a nonstructural thermal insulating material in Type V13 installed in accordance with the manufacturer's construction under the IBC and dwellings under the published installation instructions and this report. A IRC. copy of these instructions and this evaluation report must be available on the jobsite at all times during installation. Page 1 of 4 Copyright @ 2012 by International Association of Plumbing and Mechanical Officials. All rights reserved. Printed in the United States. No part of this publication may be reproduced, stored in an electronic retrieval system, or transmitted, in any form or by any means, electronic, mechanical, photocopying,.. recording, or otherwise, without the prior written permission of the publisher. Ph: 1-877-41ESRPT - Fax: 909.472.4171 -Web: www.iaomoes.ora - 5001 East Philadelphia Street • Ontario, California 91761-2816 -USA EVALUATION REPORT (UNI Report Number. 0272 Originally Issued: 12/2012 Valid Through: 12/2013 4.2 Application: IRC Sections R316.5.3 and R316.5.4, as applicable. The ignition barrier must be consistent' with the QuadFoam® 2.0 must be applied using spray construction type of the building. equipment specified by Quadrant Urethane Technologies. 4.4.2 Application without a Prescriptive Ignition Barrier: Where the spray-applied insulation is installed 4.3 Thermal Barrier: in accordance with Section 4.4.2.1 or 4.4.2.2, the following conditions apply: 4.3.1 Application with a Prescriptive Thermal Barrier: QuadFoam® 2.0 spray foam insulation with a) Entry to the attic or crawl space is only to maximum nominal thicknesses of 11.5 inches (292 service utilities, and no storage is permitted. mm) in ceiling cavities and 7.5 inches (190 mm) in wall b) There are no interconnected attic or crawl cavities must be separated from the interior of the space areas. building by a thermal barrier. The IBC and IRC specify c) Air in the attic or crawl space is not circulated an approved thermal barrier of %2-inch thick (12.7 mm) to other parts of the building. gypsum board wallboard or equivalent 15-minute d) Attic ventilation is provided when required by thermal barrier complying with IBC Section 2603.4 or IBC Section 1203.2 or IRC Section R806, IRC Section R316.4, as applicable. except when an air-impermeable insulation is permitted in unvented attics in accordance 4.3.2 Application without a Prescriptive Thermal with Section R806.4 of IRC. Under floor (crawl Barrier: QuadFoam5 2.0 spray foam insulation may be space) ventilation is provided when required installed without a prescriptive thermal barrier when it by IBC Section 1203.3 or IRC Section R408.1, has been coated on all surfaces with 18 mils dry film as applicable. thickness of DC 315 intumescent coating as described e) The foam plastic insulation is limited to the in Section 3.4 of this report. The maximum thickness maximum thickness and density tested. of the spray foam insulation is limited to 7.5 inches f) Combustion air is provided in accordance with (190 mm) on vertical surfaces and 11.5 inches (292 Sections 701 and 703 (2006 IMC) and Section mm) on overhead surfaces. Coating must be applied 701 (2012 and 2009 IMC). in accordance with International Fireproof g) The installed coverage rate or thickness of Technology's installation instructions and this report. coatings, if part of the insulation system, shall Surfaces to be coated must be dry, clean, and free of be equal to or greater than that which was dirt, loose debris and other substances. The coating is tested. applied in one-coat with low-pressure airless air equipment. 4.4.2.1 Attics and Crawl Spaces: QuadFoam® 2.0 spray foam insulation may be spray-applied without an w 4.4 Attics and Crawl Spaces: ignition barrier to the underside of the roof deck to u thicknesses not exceeding 11.5 inches (292 mm) When installing QuadFoam® 2.0 in attics and/or crawl and/or vertical surfaces to thicknesses not exceeding spaces and a thermal barrier is omitted in accordance 7.5 inches (190 mm), as described in this section with IBC Section 2603.4.1.6 or IRC Sections R316.5.3 When QuadFoam® 2.0 is installed as described in this or R316.5.4, installation must comply with either section, no ignition barrier or a coating are required. Sections 4.4.1 or 4.4.2 below. QuadFoam® 2.0 spray-foam insulation qualifies as an As an alternative QuadFoam® 2.0 insulation may be air-impermeable insulation and, when installed in veered with DC 315 intumescent coating as accordance with Sections 4.4.1 or 4.4.2.1, may be described in Section 3.4 and. installed with the used to insulate unvented attics in accordance with manufacturer's installation instructions. The foam IRC Section late u . plastic must be covered on all exposed surfaces with an application of DC 315 as described in Section 3.4 4.4.1 Application with a Prescriptive Ignition of 18 mils dry film thickness. Surfaces to be coated i Barrier: When Quad oam® 2.0 insulation is installed must be dry, clean, and free of dirt, loose debris and ~ within attics and crawl spaces where entry is made other substances: The coating is applied in one-coat with low-pressure airless air equipment. i only service of utilities, an ignition barrier must be installed in accordance with IBC Section 2603.4.1.6 or Page 2 of 4 E Report Number. 0272 Originally Issued: 1212012 Valid Through: 12/2013 4.4.2.2 Use on Attic Floors: 5.8 Use of QuadFoam® 2.0 insulation under this report QuadFoam® 2.0 insulation may be installed exposed is limited to Construction Type VB. (no coating), without an ignition barrier up to a maximum thickness of 11 Y2 inches (292 mm) between 6.0 EVIDENCE SUBMITTED and over the joist in attic floors. The insulation must be separated from the interior of the building by an 6.1 Data and test reports submitted are from approved thermal barrier. The ignition barrier required laboratories in compliance with ISO/IEC 17025 and in by IBC Section 2603.4 and IRC Section R316.5.3 may accordance with the ICC-ES Acceptance Criteria for be omitted in this case. Spray-applied Foam Plastic Insulation, (AC377), dated October 2010, including reports of tests in accordance 5.0 CONDITIONS OF USE with Appendix X of AC 377. The QuadFoam® 2.0 spray foam insulation described 7.0 IDENTIFICATION in this report complies with, or is a suitable alternative Containers of QuadFoam® 2.0 components are to what is specified in those codes listed in Section 1.0 identified with a label bearing the Quadrant Corp. of this report, subject to the following conditions: name address; the product trade name (QuadFoam® 5.1 The product must be installed in accordance with 2.0, Grade S, W, AS or AW); the lot number; the flame the manufacturer's published installation instructions, spread and smoke developed indices; mixing this evaluation report and the applicable code. The instructions; density; the shelf life; the expiration date; instructions within this report govern if there are any and the IAPMO Uniform ES Evaluation Report number conflicts between the manufacturer's published (ER-0272). installation instructions and this report. 5.2 QuadFoam® 2.0 insulation must be protected by a A p U 15 minute thermal barrier in accordance with Section MO Es 4.3.1 of this report except when installation complies with Sections 4.3.2 (Application without a Prescriptive Thermal Barrier) and/or 4.4 (Attics and Crawl Spaces) Thy of this report 5.3 The A and B components of the insulation are IAPMO UES #0272 produced under a quality control program with inspections by IAPMO Uniform ES. 5.4 QuadFoam® 2.0 insulation must be installed by contractors certified by Quadrant Urethane Technologies. Amir Zamanian, PE 5.5 When QuadFoam® 2.0 insulation is used in areas Technical Director of Evaluation Service wherein the likelihood of termite infestation is "very heavy," it must be installed in accordance with 2009 IBC Section 2603.8 or IRC Section R318.4, as applicable. 5.6 Jobsite labeling and certification of the insulation must comply with IRC Sections N1101.4 - and GP Russ Chaney N1101.4.1 and IECC Sections 303. 1.1 and 303.1.2 as CEO, The IAPMO Group applicable. 5.7 Where applicable, QuadFoam® 2.0 must be installed wiff-6 vapor retarderin=accordance with the applicable code. Page 3 of 4 EVALUATION REPORT UIVI ,ES.~ Report Number. 0272 Originally Issued: 1212012 Valid Through: 12/2013 Table 1-Thermal Resistance (R-Values)' Thickness inch R-Value °F-ft •hr/Btu 1.0 6.5 2.0 13 3.0 19 4.0 25 7.5 47 11.5 71 SI: 1 inch = 25.4 mm; 1 -F-F--hr/Btu 0.176 °K•m -hr/W 'R-values are calculated based on tested k -factors at 1- and 3.5-inch thicknesses. Page 4 of 4 DEC 0 6 CertiFoam 15 Extruded Polystyrene Insulation CertiFoam 15 is a rigid extruded foam insulation board suitable for most common residential, commercial, and roofing applications where high compressive resistance is not required. CertiFoa m 15's closed cell structure and extruded skins provide superior moisture resistance and excellent thermal performance. Physical Properties Board Sizes Meets or Exceeds ASTM CertiFoam ASTM C578-87a Test .15 Thickn Widt en t Descri tion Type X Method Insulation 1" 48" 96" Square Edge Properties C 177 & Scored Thermal or onductivity, k C 518 Btu/hr. sq. ft. F) 111 48" 108" Square Edge 5-Year Aged 0.178 & Scored (Design) 0.185 Values 0.200 25° F mean 11/211 48" 96" Square Edge 40° F mean & Scored 75° F mean 2" 48" 96" Square Edge Water Resistant & Scored Properties Water absorption C-272 < 0.1 by volume) Water Vapor E 96 1.0 R-Values ermeance (perm) Maximum Mean Mechanical Temp. 1" 11/2" 2" Properties Compressive D 1621 250 F 5.6 8.4 11.2 Strength, Minimum 15 (Specification) Value 400 F 5.4 8.1 10.8 (lb/sq. in.) Miscellaneous roperties 750 F 5.0 7.5 10.0 Maximum 165 Recommended Use Temperature D696 3.5x10-5 Linear Coefficient o Thermal Expansion in./in. ° F) CertiFoam Product Guide Physical Properties and ASTM Specifications Page 1 of 4 CertiFwm Physical Properties and ASTM Specifications 1. Typical property values are based principally on most recent product audit and sampling data. For specific property ranges and bounds, contact you DiversiFoam Products representative. Typical pro erties of CertiFoam brand inusulationi 2. Because of ongoing ASTM ertiFoa CertiLit technical discussions test CertiFoam 25 System Cerffoam regarding the complete method 15 SE SL Board 40 application of test Insulation methods C 117-76 and Properties C 177- C518-76, traditional industry methods for Thermal 762 determining the thermal Conductivity or conductivity of low (Btu/hr. sq. ft. density insulations are OF) C 518- 0.178 0.178 0.178 0.178 used. test uncertainty 5-Year Aged 2 0.185 0.185 0.185 0.185 (Design) 76 0.200 0.200 0.200 0.200 of thicker foam insulations is expected Values3 to be less than 5 percent @ 25° F mean 0.192 0.192 0.192 0.192 from listed values. @ 40° F mean 3. Recommended typical @ 75° F mean design values after five- 6-Month Aged year aging at 75°F. Values4 4. Partially aged values 750 F mean after six-month aging at Water 75°F or three-month Resistant D 1.0 1.0 1.0 1.0 aging at 140°F. These Properties 2842- <0.1 <0.1 <0.1 <0.1 values are not Water 696 recommended for use Absorption C272- 1.0 1.0 1.0 1.0 in design calculations. by volume 767 They are included for Water Vapor comparison with Permeance E 96- published values for - polyisocyanurate and (1 80g Maximum polyurethane foams Mechanical measured after aging Properties D for these periods Compressive 1621- according to http://www.diversifoam.com/cfproperties.htm 12/4/2013 Physical Properties and ASTM Specifications Page 2 of 4 Strength 73 209 409 409 5010 RIC/TIMA procedure (lb./sq. in.) 281-1. Minimum 15 25 25 40 5• (specification) 6. Test precision is plus or Value minus 1.0 percent by Miscellaneous volume. Properties 7. Values will be between Maximum 165 165 165 165 0.0 and the values Recommended shown. Use 8. Desiccant method. For Temperature D696 3.5x10-5 3.5x10-5 3.5x10-5 3.5x10-5 all CertiFoam products (OF) one inch or greater in Linear thickness. Coefficient of 9. Vertical compressive Thermal strength at 10% Expansion deformation or yield, in./in. °F whichever occurs first. Structural applications involving high continuous loads, high temperatures, or non- uniform loads may require higher safety factors based on minimum specification values. Thermal Resistance (R-value) of five-year aged 10. Vertical compressive CertiFoam strength at 5% deformation or yield, whichever occurs first. To minimize Nominal @ 25°F Mean @ 40°F Mean @ 751F Mean viscoelastic Thickness (in.) Temperature Temperature Temperature deformation with time 1 /2 2.8 2.7 2.5 in load-bearing 3/4 4.2 4.1 3.8 applications, higher 1 5.6 5.4 5.0 safety factors are 1 1 /2 8.4 8.1 7.5 recommended: 3:1 for 2 11.2 10.8 10.0 dead loads, and 5:1 for 21/2 14.0 13.5 12.5 live or combined loads. 3 16.9 16.2 15.0 Elevated temperatures may also require higher safety factors. ASTM C 578-10 specifications for rigid cellular polystyrene thermal insulation This standard supersedes Federal _Specifications HH-I-524 B, HH-1-524 C, and ASTM C 578-08 w _ T e I Type Type II Type Type Type Type Type Type yp VIII IX XIV X IV VI VII Insulation Material http://www.diversifoam.com/cfproperties.htm 12/4/2013 Physical Properties and ASTM Specifications Page 3 of 4 Expanded polystyrene (EPS) EPS EPS EPS EPS EPS Extruded polystyrene XEPS XEPS XEPS XEPS EPS Physical Properties Density, minimum lb/ft3 0.9 1.15 1.35 1.8 2.4 1.3 1.55 1.8 2.2(35) (kg/m3) (15) (18) (22) (29) (38) (21) (26) (29) Thermal resistance of 1.00 in. (25.4 mm) thickness, minimum °F- ft2h/Btu (k-m2/W) 4.0 4.2 4.4 4.6 4.6 5.4 5.4 5.4 5.4 at mean ( m2/W) (.70) (.74) (.77) (.81) (.81) (.95) (.95) (.95) (.95) temperature: 3.6 3.8 4.0 4.2 4.2 5.0 5.0 5.0 5.0 40°F (4.4°C) (.63) (.67) (.70) (.74) (.74) (.88) (.88) (.88) (.88) 75°F (23.9°C) Compressive resistance at yield or 10% 10.0 13.0 15.0 25.0 40.0 15.0 25.0 40.0 60.0 deformation, whichever (69) (90) (104) (173) (276) (104) (173) (276) (414) occurs first (with 25.0 30.0 40.0 50.0 60.0 40.0 50.0 60.0 75.0 Skins intact), minimum, psi (173) (208) (276) (345) (414) (276) (345) (414) (517) (kPa) Flexural strength, minimum, 5.0 3.5 3.5 2.0 2.5 1.5 1.5 1.1 psi (kPa) (287) (201) (201) (115) (143) (86) (86) (63) 1.1(63) Water vapor permeance of 1.00 in. (25.4 mm) 4.0 3.0 3.0 2.0 2.0 0.3 0.3 0.3 0.3 thickness, max, perm (ng/Pa- s-m2) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Water absorption by total 24.0 24.0 24.0 24.0 24.0 24.0 24.0 24.0 24.0 immersion, maximum, volume % Dimensional stability, (change in dimensions), maximum, % Oxygen index, minimum, volume % Product meets or exceeds Type: X CertiFoam 15 X CertiFoam 25 SE, SL X CertiLite System Board X CertiFoam 40 X CertiFoam 60 CertiFoam Product Guide _ Home; Pducts, Contact Info, Locations, Ccpartfnffl Literature http://www.diversifoam.com/cfproperties.htrn 12/4/2013 Physical Properties and ASTM Specifications Page 4 of 4 Corporate DimrsiFoam Regional Office Headquarters pRODUCTS Chicago/Milwaukee/St. Minneapolis/St. Paul Louis 9091 County Road 50 1101 Lori Lane Rockford, MN 55373 Phone: 763-477-58541,..` Mendota, IL 61342 Fax: 763-477-5863 Request Information http://www.diversifoam.com/cfproperties.htm 12/4/2013 Braun Intertee Corporation i Phone. 952.995.2000 RTEC tool Hampshi.e Ave S Fax: 952.%5.2020 INTE Minneapolis, MN 55438 Web: braunintertee.cotn November 18, 2013 Project BL-12-06633B Mr. Michael Brancale D.R. Horton, Inc. 20860 Kenbridge Court, Suite 100 Lakeville, MN 55044 Re: Footings, Slab and Deck Drainage Recommendations Dakota Path Development 1310 Cliff Road Eagan, Minnesota Dear Mr.'Brancale: In response to your request we offer the following construction recommendations to assist your subcontractors and building team in dealing with wet and unstable soil conditions which may be found on this site during the residential footing and slab excavations. Background Information Dakota Path has layers of silty sand, sand, lean clay and sandy silt. The sandy stilt especially can hold `significant water, and under the right conditions many of the site soils can become somewhat unstable. The following comments and recommendations were arrived at in meetings on-site and in your office. The intent of these recommendations into assist your subcontractors in dealing with the unstable soil types (when they are encountered) by providing a stabilizing aggregate bed upon which to work and also providing drainage paths to allow the soil moisture to drain away, which should help stabilize the soil. As discussed, soils at this site are variable and there are likely, large portion`s of the site where the soils will remain stable during the construction phase and these recommendations may not be needed at all locations. As areas of the site are opened up for house construction, we recommend you contact us and, together with our field personnel, we can provide our opinions as to where the more problematic soils will likely occur, Initial Footing and Slab Excavations In those areas where unstable (generally silty) soils are found, we recommend the entire footing and slab areas be subcut at least an additional six (6) inches below planned slab and footing, grades to allow placement of a free draining crushed rock aggregate. Excavations in the building pad A-A/EOE Providing engineering and enuironmentai solutions since 1957 D.R. Horton, Inc. Project BL-12-066336 November 18, 2013 Page 2 should be performed with a modified, smooth bladed backhoe bucket to reduce the amount of loosened soil caused by gaps in the bucket teeth. We understand a modified bucket blade is available which has small gaps periodically along the blade face and this style bucket reduces the "tearing" or pulling apart of cohesive soil types. A "Typical Wall Section" sketch provided to us by D.R. Horton, Inc. is attached to this letter to illustrate the excavation. The aggregate should be a "clear" rock on the order of 3/4 inch to 1 inch in size. Crushed and washed limestone is acceptable. A minimum 3 inch diameter flexible dra ntile should be placed at the low points of the aggregate to drain any accumulating water. Initially, it may be, feasible to daylight the dralntile to low areas outside of the building pad.. However, longterm the draintile will generally be tied Into the permanent sump basket for each "house. Also, consideration could also be given to maintaining the drainage paths away from the house to reduce the amount of cycles the sump pump could experience when the house is occupied. Once the aggregate layer is in place, the actual footing excavation will then be completed within the aggregate base layer to achieve the planned bottom of footing elevation. The excess rock should be pulled back and stockpiled nearby for use as backfill once the footing concrete is cured. During winter construction, all footing areas need to be well protected from frost intrusion since freezing temperatures can travel rapidly through the aggregate and cause substantial frost heaving in these soil types. Refer to the attached sketch for additional details regarding wall insulation, geotextile fabric placement, below slab moisture and vapor retarders, etc. General Comments In performing its services, Braun Intertec used that degree of care and skill ordinarily exercised under similar circumstances by reputable members of its profession currently practicing in the same locality. No warranty, express or implied, is made. BRAUN INTERTEC D.R. Horton, Inc. Project B1-12-06633B November 18, 2013 Page 3 Thank you for making Braun Intertec your geotechnical consultant for this project. If you have questions about this report, or if there are other services that we can provide in support of our work to date, please call' Henry Vloo at 952.995.2238 or Gregg7andro at 952.995.2270. Sincerely, BRAUN INTERTEC CORPORATION Professional Certification: I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Registered Professional Engineer under the laws of the State of Minnesota. ~~~a~i~4~~ta~ . Henry Vloo, PE Associate -Senior Engineer " "11"RY VLOO, PE License Number 21140] 21140 y~,~q K 1 Gregg f~: Jandro, PE, PG Vice President - Principal Engineer c Rob Krostue ; D.R. Horton, Inc. Ron Mullenbach; D.R. Horton, Inc. Attachment: Typical Footing Detail BRAUN INTERTEC F:~LS2D4 2tBi 12L16&33C.dtivg, Dtitall;11171<C13 6:34:5? AM Kam' r ABOVE GRADEPROTEmm OF INS€&ATIONEXTENDING - B'BELOWMADE 2'MIN PO_fURETRANEFOAM (WHEREARRMABLE) ATPERIMETER(11,112) FINISHED GRADEEE ~ APPROrEGANCHOR~ it%tLYARY ° PERGOJE(fP.CR46a1,6) i TREATED SILL PLATE - 3 VWFOA4iSILLSEAL SEALANT BY CARPENTER PRIOR TO SHEATHING S'THICK,T-V WGH POURED , WALL VERTiCk RENFORCBIG AS SOIL COND,REOIRRE AS`?dC67kC61:2wC1029 - F-5 RIGID'kiRWIGN RJTENDEO FOR E)(TERIOR USE INS'. ALLEDPE PER MFITS SPECCS VVVPROQR( RA06.)OR WA7ERPRO~f RCR4(!&2) SEAL 9f7BErATEN AS SQL G00. REQUIRE -POUNDAPON WALL & SLAB W1 APPROVED SEALANT FABRIC 3-1i2' CONC. FLOOR SEALED AT OPENf GS, JOINTS AND SUMPS TAPER KOOK UP A71:1 RATE--' t`t CONTIkU(~ CAIN TILE RUN INTO Sdc BASKET, - I kHERE APPLICABLE I 5 I AT Y v B. {r L4°PED SEAS S2` BETWEENi CONCRETE BLAB AND FREPARM SUWAA DE SUMP 80KE'T 1 &1NCH CLEAN AGGREGATE OR 3Q' DEEP AT FULL LOTS - - APPMZD GAS-PERMEABLE L kIER 66' DEEP ATW B t'r'JO FOOTING DETAIL (EAGAN)__ _ Project No: BRAUN o BL12066338 $ " Drawing No: FOOTING DETAIL BL1206633C CONSTRUCTION TESTING AND GRADING I RTE C sand: a1ta r y DAKOTA PATH RESIDENTIAL DEVELOPMENT ra Orawrr 13y JAG CLIFF ROAD AND FAIRWAY HILLS DRIVE_ 11001 Hampshire Avenue So. Date Drawn: 111613 EAGAN, MINNESOTA t nsapWis, MN 55438 Checked By: GRJ FH. (952) 996-2000 Last ModiRed: 1117113 FAX (952) 995.2020 LOT SURVEY CHECKLIST FOR RESIDENTIAL w BUILDING PERMIT APP (CATION PROPERTY LEGAL: DATE OF SURVEY: ~3 LATEST REVISION: 1?/ m c R U Y a V o z a DOCUMENT STANDARDS ❑ ❑ • Registered Land Surveyor signature and company 0 0 • Building Permit Applicant ❑ 0 • Legal description ❑ • AddressO 81g4~- 0 0 • North arrow and scale ❑ ❑ • House type (rambler, walkout, split w/o, split entry, lookout, etc.) 4 0 ❑ • Directional drainage arrows with slope/gradient % 0 • Proposed/existing sewer and water services & invert elevation - /O/J-/C) 'z D 0 • Street name "2' ❑ 0 • Driveway (grade & width - in R/W and back of curb, 22' max.) 0 ❑ 0 • Lot Square Footage '2' ❑ ❑ • Lot Coverage ELEVATIONS Existing ❑ ❑ • Property corners 10❑ X • Top of curb at the driveway and property line extensions ❑ 191' 0 • Elevations of any existing a jacent homes 'g' ❑ 0 • Adequate footing depth of structures due to adjacent utility trenches erg' ❑ ❑ . Waterways (pond, stream, etc.) Proposed ,P1 0 0 • Garage floor 'W ❑ 0 • Basement floor 0 • Lowest exposed elevation (walkout/window) ❑ 0 • Property corners 0 0 • Front and rear of home at the foundation PONDING AREA (if applicable) -Er°O 0 • Easement line e 0 ❑ • NWL ,e(0 0 • HWL ~g' ❑ 0 • Pond # designation ❑ 0 0 • Emergency Overflow Elevation ❑ ,0 0 • Pond/Wetland buffer delineation Y • Shoreland Zoning Overlay District Y • Conservation Easements DIMENSIONS ❑ 0 • Lot lines/Bearings & dimensions ~Z 0 • Right-of-way and street width (to back of curb) 4 (le-1114 ,e 0 0 • Proposed home dimensions including any proposed decks, overhangs greater than 2', porches, etc. (i.e. all structures requiring permanent footings) 0 ❑ • Show all easements of record and any City utilities within those easements ,W 0 0 • Setbacks of proposed structure and s' rd setback of adjacent existing structures 0 0 • Retaining wall requirements: ~3 Reviewed By: Date Z E / G1FORMS/Building Permit Application Rev. 11-26-04 121- ,~lz rmm C) orno S o~ ~ ~k y M fle ::z :e. 3 Co 2L C Nnd 9) (A #70M )10- o ,T 00 ~ZZ -Q ZO w Z 0 t'zzot)~ / o0 ai (A D Co --K m O I (1022.6)tc b• 6t- . 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C7 7 fif 9r.N1 W CT PMINTV OAAn d9 emar 19A RIIANCW IC Vu KR'4;7 A/608 134&1 6&vwl' /ZY/0 tr r Braun Intertee Corporation Phone: 95 995.2000 nooi Hampshire Ave 5 Fas: 95 995.2c32(} Minneapolis, RAN 55438 Web: braurdintertee. coin November 18, 2013 Project: BL-12-06633B Mr. Michael Brancale D.R. Horton, Inc. 20860 Kenbridge Court, Suite 100 Lakeville, MN 55044 Re: Footings, Slab and Deck Drainage Recommendations Dakota Path Development 1310 Cliff Road Eagan, Minnesota Dear Mr. Brancale: In response to your request we offer the following construction recommendations to assist your subcontractors and building team in dealing with wet and unstable soil conditions which maybe found on this site during the residential footing and slab excavations. Background Information Dakota Path has layers of silty sand, sand, lean clay and sandy silt. The sandy silt especially can hold significant water, and under the right conditions many of the site soils can become somewhat unstable. The following comments and recommendations were arrived at in meetings on-site and in your office. The intent of these recommendations is to assist your subcontractors in dealing with the unstable soil types (when they are encountered) by providing a stabilizing aggregate bed upon which to work and also providing drainage paths to allow the soil moisture to drain away, " which should help stabilize the soil As discussed, soils at this site are variable and there are likely large portions of the site where the soils will remain stable during the construction phase and these recommendations may not be needed at all locations. As areas of the site are opened up for house construction, we recommend you contact us and, together with our field personnel, we can provide our opinions as to where the more problematic soils will likely occur.: Initial Footing and Slab Excavations In those areas where unstable (generally silty) soils are found, we recommend the entire footing and slab areas be subcut at least an additional six (6) inches below planned slab and footing grades to allow placement of a free draining crushed rock aggregate. Excavations in the building pad A_A/EOE Providing engineering and environmentat solutions since 1,957 D.R. Horton, Inc. Project BL-12-06633B November 18, 2013 Page 2 should be performed' with a modified, smooth bladed backhoe bucket to reduce the amount of loosened soil caused by gaps in the bucket teeth. We understand a modified bucket blade is available which has small gaps periodically along the blade face and this style bucket reduces the "tearing" or pulling apart of cohesive soil types. A "Typical Wall Section" sketch provided to us by D.R. Horton, Inc. is attached to this letter to illustrate the excavation. The aggregate should be a "clear" rock on the order of 3/4 inch to 1 inch in size. Crushed and washed limestone is acceptable. A minimum 3 Inch diameter flexible draintile should be placed at the low points of the aggregate to drain any accumulating water. Initially, it may be feasible to daylight the draintile to low areas outside of the building pad. However, long term the draintile will generally be tied into the permanent sump basket for each house. Also, consideration could also be given to maintaining the drainage paths away from the house to reduce the amount of cycles the sump pump could experience when the house is occupied. Once the aggregate layer is in place, the actual footing excavation will then be completed within the aggregate base layer to achieve the planned bottom of footing elevation. The excess rock should be pulled back and stockpiled nearby for use as backfill once the footing concrete is cured. During winter construction, all footing areas need to be well protected from frost intrusion since freezing temperatures can travel rapidly through the aggregate and cause substantial frost heaving in these soil types. Refer to the attached sketch for additional details regarding wall insulation, geotextile fabric placement, below slab moisture and vapor retarders, etc. General Comments In performing its services, Braun Intertec used that degree of care and skill ordinarily exercised under similar circumstances by reputable members of its profession currently practicing in the same locality. No warranty, express or implied, is made. BRAUN INTIERI EC r D.R. Horton, Inc. Project BL-12-06633E November 18, 2013 Page 3 Thank you for making Braun Intertec your geotechnical consultant for this project. If you have questions about this report, or if there are other services that we can provide in support of our work to date, please call Henry Vloo at 952.995.2238 or Gregg landro at 952.995.2270. Sincerely, BRAUN INTERTEC CORPORATION Professional Certification: I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Registered Professional Engineer under the laws of the State of Minnesota. st~t~t~t~catttrtii Henry Vloo, PE Associate -Senior Engineer %r HENRY yL 00, PE ~ cc License Nun~b:er 21140 21140 ~ ~ Gregg R` landro, PE PG Vice President - Principal Engineer c Rob Krostue ; D.R. Horton, Inc. Ron Mullenbach; D.R. Horton, Inc, Attachment: Typical Footing Detail BRAUN INTERTEC w t F:L~2012`•$L12D8633C.dwg,Batall,ll 7 20`3 t .3k:51 AM ll ABOVE GRADE PROTECTM OF fSJLATLQREXTEN001C.--'s _ A, BELOW (,RADE MHERE APFLICAD_E) AT PERIMETER (R-12.2) f NISHED f J _ APPROVED ANCHOR 1 JnRY PER CODE LIRC R463.1.6) 1 r I~ I TREATED SILL PLATE W FOAM SILL SEAT, SEALANT BYCARPEIMR PRIOR TO SHEAJO NG } 8- THICK; 8'-4' HI&4 POURED C(Df* WALL VE?TIft REINI"ORCING AS SOIL COND_ RFWi r ASTM C578. i2 or C1029 - R-S RICDID''NSULATiON wENJED FOP, EXTERIOR USE INSTALLED PER MFR'S SPECS D,AMPROOR (SRC REG5.1) OR WATERPROG.- (PC R406 21 SEAL,UNT BETWEEN ASSOELOCND.REQUIRE FUJI TK)NWALL &SLAB WJAPPR WDSEA ANT FABR!C i 3.1121 CONC. FLOM SEALEDAl OPENINGS, JOINTS AND SUMPS TAPER Jr AT 1.1 RATE- ' CONTfhY}MDRAINTELE _r RUN IN70 SUMP BASKS' m ( 4 W l. POLY V.8, W(LAFp 0 SEAMS 12 BETWEEN WHERE APPLICABLE SUMP BASKET I a J =V INCH CLEAN AGGREGATE OR 30" DEEP ATFULL LOTS APPRWED GAS-PERMEMLE LAYER W DEEP AT LQ & W/O fC}OTING DETAIL EAGAN)_, Foot No: B RAt! N BL12oss33s a" DravAng No: FOOTING DETAIL. BL1206633C CONSTRUCTION TESTING AND GRADING' I NTERTEC DAKOTA PATH RESIDENTIAL DEVELOPMENT e Sias By; JAG CLIFF ROAD AND FAIRWAY HILLS DRIVE 11001 HampsNre Avenue So. Date Drawn: 11V13 EAGAN, MINNESOTA Minneapolis. MN 55438 Checked By. GRJ PH, (952) 995-200 Last Modified: 11,7113 FAX (952) 995.2020 New Construction Energy Code Compliance Certificate H-RHOMTO is¢ Per N1101.8 Building Certificate. A building certificate shall be posted in a permanently visible location inside Date Certificme Posted the building. The certificate shall be completed by the builder and shall list information and values of components listed in Table N1101.8. Mailing Address of the Dwelling or Dwelling Unit RE C ~ 4608 Black Wolf Run Eagan Name of Residential Contractor MN License Number JAN 0 8 M14 DRHorton BC6056 r~~sr Community n t>rGt7 0 C "en 5341 STD & witti,joltfm hood THERMAL ENVELOPE wowwwv- A ON SYSTEM Type: Check All That Apply X Passive (No Fan ) o $ Active (With fan and inonometer or F1 p other system monitoring device) ~ pp 0 3 V v g MI U c W CO c ~ ~ Insulation Location o Z v t- 2 ia. w w w cZ r Other Please Describe Here Below Entire Slab Foundation Wall R-5 X Type in location: interior exterior or integral Perimeter of Slab on Grade Rim Joist (Foundation) R-12 X Type in location: interior exterior or integral Rim Joist (1st Flood-) R-12 X Type in location: interior exterior or integral Wall R-19 X Ceiling, flat R-44 X Ceiling, vaulted R-44 X Bay Windows or cantilevered areas R-32 X Bonus room over garage Describe other insulated areas Windows & Doors Heating or Cooling Ducts Outside Conditioned Spaces Average U-Factor (excludes skylights and one door) U: 0.31 Not applicable, all ducts located in conditioned space Solar Heat Gain Coefficient (SHGC): 0.28 R-8 R-value OW 1W MECHANICAL SYSTEMS Make-up Air Select a Type Appliances Heating System Domestic Water Heater Cooling System Not required per mech. code Fuel Type NAT GAS NAT GAS R-410A X Passive Manufacturer CARRIER RHEEM CARRIER Powered Interlocked with exhaust device. Model 598SC213100S21 43VP50 CA13NA036 Describe: hiputin 100000 Capacity in 50 Output in 3 Other, describe: Rating or Size BTUS: Gallons: Tons: Heat Loss: 79,015 Heat Gain: 26,9 Location of duct or system: Structure's Calculated AFUE or 92 SEER: 13 HSPF% 4" Flex in mech room Calculated 32821 Efficiency cooling load: Cfin's uc rouna UK Mechanical Ventilation System " metal duct ,.i-naua, -.y auuuavawa ua wu_- ua,auus va wuauas ayawuu a ua~waa~u. ~~.5. awv auaawa.w va au slow ource heat pump with gas back-up fiunace): 2- Panasonic WhisperGREEN fans set at 50 cfin continuous (one with a a Type light). Fans ramp up to 80 cfin upon motion sensing for 30 minutes. Toilet Room FV08VSL 80 cfin switched Not required per mech. code Select Type X Passive Heat Recover Ventilator (HRV) Capacity in cfins: Low: High: Other, describe: Energy Recover Ventilator (ERV) Capacity in cfins: Low: High: Location of duct or system: 1-Panasonic FV08VKM3 & 1- FV08VKML (w/lite) Continuous exhausting fan(s) rated capacity in cfins: 80 cfin set @ 50 cfin each furnace room Location of fan(s), describe: Master bath & full bath (respectively) Cfin's 6 round Capacity continuous ventilation rate in cfins: 100 " duct OR Total ventilation (intermittent + continuous) rate in cfins: 240 "metal duct ILL H c% /ivowF /2 1zl//sr tJ A,-Ji 17- 7GG JAN 0 7 ZU14 Directions - In order to determine the makeup air, Table 501.3.1 must be filled out (see below). Far most new installations, column A will be appropriate, however, if atmospherically vented appliances orsolid fuel appliances are installed, use the appropriate column. For existing dwellings, see IMC 501.3.3. Please note, if the makeup air quantity is negative, no additional makeup air will be re- quired for ventilation, if the value is positive refer to Toble 501.3.2 and size the opening. Transfer the cfm, size of opening and type (round, rectangular, flex or rigid) to the last line of section D. The make-up air supply must be installed per IMC 501.3.2.3. Table 501.3.1 PROCEDURE TO DETERMINE MAKEUP AIR QUANITY FOR EXHAUST EQUIPMENT IN DWELLINGS (Additional combustion air will be required for combustion appliances, see KAIR method for calculations) _ One or multiple power One or multiple fan- One atmospherically vent Multiple atmospherical- vent or direct vent ap- assisted appliances and gas or oil appliance or ly vented gas or oil pliances or no combus- power vent or direct vent one solid fuel appliance appliances or solid fuel tion appliances appliances appliances ColumnC ColumnD Column A Column B 1. a) pressure.factor 0.15 0.09 0.06 0.03 (cfm/sf) b} conditioned floor area (sf) (including 4752 unfinished basements) Estimated House Infiltration (cfm): Ila 712 x lb] 2. Exhaust Capacity a) continuous exhaust-only ventilation 100 system (cfm); (not applicable to ba- lanced ventilation systems such as HRV) b) clothes dryer (dm) 135 135 135 135 c} 80% of largest exhaust rating (cfm); Kitchen hood typically G R m C44tu 496 (not applicable if recirculating system or if powered makeup air is electrically interlocked and match to exhaust) d) 80% of next largest exhaust rating (cfm); bath fan typically Not (not applicable if recirculating system or if powered makeup air is electrically Applicable interlocked and matched to exhaust) Total Exhaust Capacity (cfm); 7 [2a + 2b +2c + 2d] 3. Makeup Air Quantity (cfm) a) total exhaust capacity (from above) 731 b) estimated house infiltration (from above) Makeup Air Quantity (cfm); (3a - 3b] 19 (if value is negative, no makeup air is needed) 4. For makeup Air Opening Sizing, refer 3„ rigid ^ 4" flex to Table 501.4.2 A. Use this column if there are other than fan-assisted or atmospherically vented gas or oil appliance or if there are no combustion appliances. (Power vent and direct vent appliances may be used.) B. Use this column if there Is one fan-assisted appliance per venting system. (Appliances other than atmospherically vented appliances may also be in- cluded.) C. Use this column if there is one atmospherically vented (other than fan-assisted) gas or oil appliance per venting system or one solid fuel appliance. D. Use this column if there are multiple atmospherically vented gas or oil appliances using a common vent or if there are atmospherically vented gas or oil appliances and solid fuel appliances. ' "-lvr-- JAN 0 7 ?0? Makeup Air Opening Table for New and Existing Dwelling Table 501.3.2 One or multiple power One or multiple fan- One atmospherically _ Multiple atmospherically vent, direct vent ap- assisted appliances and vented gas or oil ap•• vented gas or oil ap- Duct d€- pliances, or no combos- power vent or direct pliance or one solid fuel pliances or solid fuel ameter tion appliances vent appliances appliance appliances Column A Column B Column C Column D Passive opening 1-36 1-22 1-15 1-9 3 Passiveopening 37-66 23-41 16-28 10-17 4 Passive opening 67-109 42-66 29-46 18-28 5 Passive opening 110-163 67-100 47-69 29-42 6 Passive opening 164 - 232 101-143 70 - 99 43 - 61 7 Passive opening 233-317 144-195 100-135 62-83 8 Passive opening 318-419 196-258 136-179 84-110 9 w/motorized damper Passive opening 420 - 539 259 - 332 180 - 230 111-142 10 w/motorized damper Passive opening 540-679 333 - 419 231- 290 143-179 11 w/motorized damper Powered makeup air >679 >419 >290 >179 NA Notes: A. An equivalent length of 100 feet of round smooth metal duct is assumed. Subtract 40 feet for the exterior hood and ten feet for each 90- degree elbow to determine the remaining length of straight duct allowable. B. If flexible duct is used, increase the duct diameter by one inch. Flexible duct shall be stretched with minimal sags. Compressed dud shall not be accepted. C. Barometric dampers are prohibited In passive makeup air openings when any atmospherically vented appliance is installed. D. Powered makeup air shall be electrically interlocked with the largest exhaust system. * Use BLUE or BLACK Ink I For Office U/sef 1 j Permit I I j City of Eap I Permit Fee: 3830 Pilot Knob Road I I Eagan MN 55122 Date Received: Phone: (651) 675-5675 I I Fax: (651) 675-5694 1 Staff: _ I 1 2013 RESIDENTIAL BUILDING PERMIT APPLICATION \a Date: Site Address: 7 G !,tlf~ G-/~ ~U~ Unit Name: Q r- 11-r-, A Phone: Resident/ Uwrler , Address / City / Zip: Applicant is: Owner Contractor Description of work: 4d a /VX/V Q ECG Type of Work,. Construction Cost: -7, Multi-Family Building: (Yes / No k Company: Q 9 fit'- ill Contact: /~i iiiIL'd ®Ca oIJ 9717cit-v: I-AX&Vie-,1_45 Contractor. Address: q60 G i State: /I~/►l Zip: 6 ~p z/ Phone: S 8 0153-c7k, 5- 7 License & 6 P 5 (S Lead Certificate If the project is exempt from lead certification, please explain why: (see Page 3 for additional information) AIE-t,J .5'/N 6 t,E - h-M/y`j' C,>^1 577--y e-n t? A/ COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING In the last 12 months, has the City of Eagan issued a permit for a similar plan based on a master plan? Yes No If yes, date and address of master plan: Licensed Plumber: Phone: Mechanical Contractor: Phone: Sewer & Water Contractor: Phone: NOTE. Plans and supporting documents that you submit are &bnsidered to he pUbli ormation, Pprtib0s of the information may be classified as.Oon-public 'ur you provide specitiG re sons'tha uld perriiit the ci = conclude that t p``; a'r'e trade_setaets:.': f x ' ~k f. CALL BEFORE YOU DIG. Call Gopher State One Call at (651) 454-0002 for protection against underground utility damage. Call 48 hours before you intend to dig to receive locates of underground utilities. www.aoaherstateonecali.oro I hereby acknowledge that this information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan; that I understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. Exterior work authorized by a building permit issued in accordance with the Minnesota State Building Code must be completed within 180 days of permit issuance. x Lue~ Le-,e x Applicant's Printed Name Applicant' gnat Page 1 of 3 q~ 08 bja4c _ W01. ~LA~n DO NOT WRITE BELOW THIS LINE SUB TYPES _ Foundation _ Fireplace _ Porch (3-Season) _ Storm Damage Single Family _ Garage _ Porch (4-Season) _ Exterior Alteration (Single Family) _ Multi At Deck _ Porch (Screen/Gazebo/Pergola) _ Exterior Alteration (Multi) _ 01 of _ Plex _ Lower Level _ Pool _ Miscellaneous _ Accessory Building WORK TYPES _ New _ Interior Improvement _ Siding _ Demolish Building* Addition - Move Building _ Reroof _ Demolish Interior _ Alteration _ Fire Repair _ Windows _ Demolish Foundation _ Replace _ Repair _ Egress Window _ Water Damage Retaining Wall Vemolition of entire building - give PCA handout to applicant DESCRIPTION Valuation Occupancy zge MCES System Plan Review Code Edition - 14r7 SAC Units (25%_ 1000/0-.L-) Zoning _p City Water Census Code- Stories -r Booster Pump # of Units I Square Feet_ PRV # of Buildings / Length Fire Sprinklers Type of Construction- Width REQUIRED INSPECTIONS Footings (New Building) Meter Size: Footings (Deck) Final / C.O. Required Footings (Addition) Final / No C.O. Required Foundation HVAC _ Gas Service Test Gas Line Air Test Drain Tile Other: Roof: -Ice & Water -Final Pool: -Footings Air/Gas Tests -Final Framing Siding: -Stucco Lath -Stone Lath -Brick Fireplace: -Rough In Air Test -Final Windows Insulation Retaining Wall: _ Footings _ Backfitl - Final Sheathing Radon Control Sheetrock Erosion Control Reviewed By: , Building Inspector RESIDENTIAL FEES DX GAL @ Base Fee / d .3 r 7`' 7 Surcharge Plan Review MCES SAC City SAC Utility Connection Charge S&W Permit & Surcharge Treatment Plant Copies ;,T-~ TOTAL Page 2 of 3 o r NMI d70M ) I 0 =r r- 0 M CA z Z rn ~ 1023.8tc ,}t•£zot t1 ~•zz ~ 1 ~ rn rn 1023.9 - 6 ! t ZZOt ~I 3 o -(1024.2 , n~3S o 1 O m r a •PD-~. N o J.VM3AI8 a ; I °N A 3 NI a3SOdp8d )QvM (9'Szot) P. 1 „v I N o N O \o o °aN doh 0~~ W % o) ~•SZOt) ' 1 w 3, if . mom W mbZ F p z 1 3 V21VD ; o to ih. < 0 (0 0 3: 0 r <; NND J p OO. 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DAKOTA PATH, PHONE: (952) 890-6044 FAX: (952) 890-6244 CA Dakota County, Minnesota city of Faun Address: 4608 Black Wolf Run Zip: 55123 Permit#: 119766 The following items were/were not completed at the Final Inspection on: 02/1//15/ Complete Incomplete Comments Final grade - 6" from siding Permanent steps- Garage 4/- Permanent Permanent steps- Main Entry Permanent Driveway V"- Permanent Gas Retaining Wall or 3:1 Max Slope Sod / Seeded Lawn Trail / Curb Damage eef ld,nrf se-e-- Porch Lower Level Level Finish Deck 12 Fireplace 1/"" • Verify with your builder that roof test caps from the plumbing system have been removed. • Turn off water supply to the outside lawn faucets before freeze potential exists. • Call the Engineering Department at (651) 675-5646 prior to working in the right-of-way or installing an irrigation system. Building Inspector: fit, - Levs-ce..— G:\Building Inspections\FORMS\Checklists PERMIT City of Eagan Permit Type:Plumbing Permit Number:EA153199 Date Issued:11/29/2018 Permit Category:ePermit Site Address: 4608 Black Wolf Run Lot:1 Block: 1 Addition: Dakota Path PID:10-19540-01-010 Use: Description: Sub Type:Residential Work Type:Replace Description:Water Softener Meter Size Meter Type Manufacturer Serial Number Remote Number Line Size Comments:Please call Building Inspections at (651) 675-5675 to schedule a final inspection. Allow an 18" minimum radius clearance to the water meter from all appliances (i.e. furnace, water heater, water softener). Fee Summary:PL - Permit Fee (WS &/or WH)$59.00 0801.4087 Surcharge-Fixed $1.00 9001.2195 $60.00 Total: I hereby acknowledge that I have read this application and state that the information is correct and agree to comply with all applicable State of Minnesota Statutes and City of Eagan Ordinances. Contractor:Owner:- Applicant - Dr Horton Inc Minnesota 20860 Kenbridge Ct Ste 100 Lakeville MN 55044 Taplin Soft Water Inc 10977 101st Place N Maple Grove MN 55369 (651) 730-9700 Applicant/Permitee: Signature Issued By: Signature PERMIT City of Eagan Permit Type:Mechanical Permit Number:EA165125 Date Issued:10/19/2020 Permit Category:ePermit Site Address: 4608 Black Wolf Run Lot:1 Block: 1 Addition: Dakota Path PID:10-19540-01-010 Use: Description: Sub Type:Residential Work Type:New Description:Garage Heater Comments:Questions regarding electrical permit requirements should be directed to State Electrical Inspector, Mark Anderson at (952) 445-2840. Please call Building Inspections at (651) 675-5675 to schedule a final inspection. Fee Summary:ME - Permit Fee (Replacements)$59.00 0801.4088 Surcharge-Fixed $1.00 9001.2195 $60.00 Total: I hereby acknowledge that I have read this application and state that the information is correct and agree to comply with all applicable State of Minnesota Statutes and City of Eagan Ordinances. Contractor:Owner:- Applicant - David Beehler 4608 Black Wolf Run Eagan MN 55123 (651) 492-0919 Wenzel Heating & Air Conditioning 4145 Old Sibley Memorial Hwy Eagan MN 55122 (651) 894-9898 Applicant/Permitee: Signature Issued By: Signature