Loading...
3983 Cedar Grove Lane p 61 1iiggl 81145®it Use BLUE or BLACK Ink J For Office Use 3 g5.91 q 1 City of EaVn Permit ,I 3830 Pilot Knob Road Permit Fee: Eagan MN 55122 f Date Received: Phone: (651) 675-5675 I Fax: (651) 675-5694 G 1 Staff: _ I 2013 RESIDENTIAL BUILDING PERMIT APPLICATION Date: ~l Site Address: -3 W Cedt r V roet La A e Unit Resident/ Name:- k Le V~ V Phone: 2 -M Owner Address / City / Zip: ooJU-I~'2 P6 " IVA Applicant is: OwnerContractor l ( ~ 'S ~ .C Type of Work Description of work: 0MAC y' LA-C-t)0 ik Construction Cost, 4111000 Multi-Family Building: (Yes / No ) Company: 11 `e-yi ✓l a r Contact: Contractor Address: 16305 3V M. ~wrt~ l0~ City: C(Vnki State: A t A] Zip: ~6 `f & Phone: '2-q4- ' License 1 H kl~ Lead Certificate If the project is exempt from lead certification, please explain why: (see Page 3 for additional information) - ii, _4 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: 3 yecl Cacx f' Crwe Loi,4 Licensed Plumber: E-' ( avi A er Qe kavi i cc I Phone: 952 -~I Mechanical Contractor: Phone: 'r /rye Sewer & Water Contractor: '5 ~d Oaf~eephone:~Q" `t NOTE: Plans and supporting documents that you submit are considered to be public information. Portlons of I the information may be classified as non-public if you provide specific reasons that would permit the City to l_ _ _ conclude that they are trade secrets. 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.gopherstateonecall.ora 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 Buil ng Codo must be completed within 180 days of permit Issuance. x AV O~ 4Sdk x Applicant's Printed Name Applicant' gnature Page 1 of 3 NOT WRITE BELOW THIS LINE DO I 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 I 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 oC0.1^~a0 Occupancy G - MCES System Plan Revie Code Edition ~ SAC Units 1 o io (25 /0 100 /0-) Zoning Ad City Water Ivy Census Code Stories 2_ Booster Pump # of Units j Square Feet //4;L PRV # of Buildings Length 3G 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: jEIce mater Final Pool: Footings Air/Gas Tests -Final Framing Siding: -Stucco Lath Stone Lath -Brick Fireplace: Rough In 44ir Test Final Windows Insulation Retaining Wall: _ Footings _ Backfill _ Final Sheathing Radon Control Sheetrock Erosion Control Reviewed By: Building Inspector RESIDENTIAL FE Base Fee .G T Surcharge Plan Review ~ MCES SAC 9 44fA / City SAC Utility Connection Charge S&W Permit & Surcharge Treatment Plant Copies TOTAL Page 2 of 3 RECEIVED New Construction Energy Code Compliance Certificate JUL 15 7013 Per N 1 [01.8 Building Certificate. A building certificate shall be posted in a permanently visible location inside Date Certificate Posted f / ~j Lf the building. The certificate shall be completed by the builder and shall list information and values of /I ! t cotuponents listed in Table N1101.8. Mailing Address of the Dwelling or Dwelling Unit city 3983 CEDAR GROVE LANE EAGAN ,Name of Residential Contractor MN License Number THERMAL ENVELOPE RADON SYSTEM Type: Check All That Apply X Passive (No Fan) o r+ r Active (With fau and rrioxonreter or e, F• ~ othersystern.~rrouitotlrigdevlce.)..:,;:,. ti p 6 Y a ~ m ~ ~ CJ `o ti c U ~ O v ti O N Insulation Location ? z A U i` 0 .2 Ell E°- z iA ri w° ix Other Please Describe Here Below Entire Slab X' Foundation Wall ~ri`1 t✓A'L L y TQM~i~ Perimeter of slab on Grade 10 INTERIOR - Rim Joist (Foundation) X Rem Joist (t; Floor+) 10 INTERIOR Wall 21 Cethiig; Tat 44 Ceiling, vaulted X Bay: Windows or. cantilevered areas X. Bonus room over garage 1381 Descrilieothcr'insulatedsireas PARTY.WALL,R-11 Windows & Doors Heating or Cooling Ducts Outside Conditioned Spaces Average U-Factor (excludes skylights and one door) U: 0.28 Not applicable, all ducts located in conditioned space Solar Heat Gain Coefficient (SHGC): 0,26 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 Natural Gas Electric` Electric Passive Manufacturer Lennox AO Smith Lennox Powered Interlocked with exhaust device. Model: ML193UH045XP24B GPVH50N 13ACX-018-230: Describe: Input in 44,000 Capacity in iu Output in Is Other, describe: Rating or Size STUS: Gall s: Tons: ' Heat Loss: Heat Gain: Location of duct ot• system: Structure's Calculated 37,100 14,372 AFUE or SEER: 13 HSPF% 93 Calculated 17,154 EfftciencY coalin load: Cfin's PLAN CMS Jefferson " round duct OR Mechanical Ventilation System " metal duct Describe any additional or combined heating or cooling systems if installed: (e.g. two furnaces or air Combustion Air Select a ape source heat pump with gas back-up furnace): X Not required per mech. code Select Type Passive Ventilator (HRV) Capacity in cfins: Low: High: Other, describe: "eat' y Recover Ventilator (ERV) Capacity in cfins: Low: High: Location of duct or system: nuous exhausting fan(s) rated capacity in cfins: I fan continous low 50cfin Mechanical Room Location of fan(s), describe: Owners bath, Main Bath Cfin's Capacity continuous ventilation rate in cfins: 50 Insulated Flex Total ventilation (intermittent+ continuous) rate in cfins: 185 " metal duct Created by BAM version 052009 Ventilation, (Makeup and Combustion Air Calculations Submittal Forma For New Dwellings These blank submittal forms and instructions are avallable at the C.ItyAKEMANOM website and at City Hall. The completed form must be submit- ted in duplicate at the time of application of a mechanical permit for new construction. Additional forms may be downloaded and printed at: Site address 2 Date Contractor Completed BY f. Section A Ventilation Quantity (Determine quantity by using Table N1104.2 or Equation 11-1) Square feet (Conditioned area including 1911 /1D6 Basement-finished or unfinished) Total required ventilation Numberof bedrooms Continuous ventilation Directions Determine the total and continuous ventilation rate by either using Table N1104.2 or equation 11-1. The table and equation. are below. ;Table N1104.2 Total'and Continuous Ventilation Rates (in cfm) Number of Bedrooms 1 2. 3 4 5 6 Conditioned space (in Total/ Total/ Total/ Total/ Total/ Total/ sq; ft.) continuous continuous continuous. continuous continuous continuous 1000-1500 ;60/40 75/40 90 45. 105/53: 120/60 135/68 1501-2000 70/40.; 85/43 100/5 115/58130/65 145/73 2001-2500 80/40. 95/4.8. 11 55; 125/63 140/70 155/78 2501-3000 90/45 1.05/53:. 120/60. 135/68. 150%75 165/83 3001-3500 100%50 115/58 130%65 145/73: 160180 175%88. 3501-4000 110[55. 125/63 140/70 155/78 170/85 185/93 4001-4500 120%60 135/681' 150/75 .165%83: 180%90 195/98' 4501-5000 - 130/65.:..., 145/73.160/80 175/88 190/95 205/103 . 5001 5500` 140/70 155/78 170%85 185/93 200/100 215/109 5501 6000 15.0/75:.:. 165/83 180%90. 195/98 210/105 225/113. Equation 11-1 (0.02 x square feet of conditioned space) + [15 x (number of bedrooms + 1)) = Total ventilation rate (cfm) Total ventilation - The mechanical ventilation system shall provide sufficient outdoor air to equal the total ventilation rate average, for. each one-hour period according to the above table or equation. For heat recovery ventilators (HRV) and energy recovery ventila- tors (ERV) the average hourly ventilation capacity must be determined in consideration of any reduction of exhaust or out outdoor air intake, or both, far defrost or other equipment cycling. Continuous ventilation A minimum of 50 percent of the total ventilation rate, but not less than 40 cfm, shall be provided, on a con- tinuous rate average for each one-hour period. The portion of the mechanical ventilation system intended to be continuous may have automatic cycling controls providing the average flow rate for each hour is met. G:ISAFETYWK\Vent-makeup-comb air submittal (2).docx Page 1 of 6 Section B Y= Ventilation Method (Choose either balanced or exhaust only) Balanced, HRV (Heat Recovery Ventilator) or ERV (Energy Recov. 14 Exhaust only ery Ventilator) - cfm of unit in low must not exceed continuous venti- Continuous fan rating in cfm lation rating b more than 100%. Low cfm: High cfm: Continuous fan rating In cfm (capacity must not exceed continuous ventilatlon rating by more than 100%) ~vC 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 c fm 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 larger fan that is operated a percentage of each hour. Section C Ventilation Fan Schedule Description Location Continuous Intermittent ad-' 50 - odd Y ~ C7 M-, c-L 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 low c fm air rating and less than 100% greater than the continuous rate. (For instance, if the low cfm is 40 cfm, the continuous ventilation fan must not exceed 80 cfm.) Automatic controls may allow the use of a larger fan that is operated a percentage of each hour. Section D Ventilation Controls {Describe operation and control of the continuous and intermitt ventilation) Y Directions -Describe the operation of the ventilation system. There should be adequate detoll for plan reviewers and inspectors to verify design and installation compliance. Related trades also need adequate detall for 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 HRV is to be installed, describe how it will be installed. If it 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 Passive (determined from calculations from Table 501.3.1) Powered (determined from calculations from Table 501.3.1) ZI /_Y Interlocked with exhaust device (determined from calculation from Table 501.3.1) Other, describe: Location of duct or system ventilation make-up air: Determined from make-up air opening table Cfm size and type (round, rectangular, flex or rigid) (NR means not required) Page 2 of 6 Directions - In order to determine the makeup air, Table 501.3.1 must be filled out (see below). For most new Installations, column A will be appropriate, however, if atmospherically vented appliances or solid fuel appliances are installed, use the appropriate column. For existing dwellings, see 1MC 501.3.3. Please note, if the makeup air quantity is negative, no additional makeup air will be re- quired far ventilation, if the value is positive refer to Table 501.3.2 and size the opening. Transfer the cfm, size of opening and type (round, rectangular, flexor rigid) to the last line of section D. The make-up air supply must be installed per iMC501.3.2.3. 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 Column C Column D Column A Column B 1. ' a) pressure factor 0.15 0.09 0.06 0.03 ..(cfm/sf) b) conditioned floor area (sf) (including % f} r l unfinished basements) J Estimated House Infiltration (cfm): [1a'- " x.1b 2. Fxhau5t Capacity a) continuous exhaust-only ventilation system (cfm); (not applicable to ba lanced ventilation systems such as. HRV) b) clothes dryer (cfm) 135 135 135 135 c) 80% of largest exhaust rating (cfm); Kitchen hood typically. (not applicable If recirculating system. or if powered makeup air is electrically Interlocked and match fo exhaust) d) 81)% 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,Bhaust Capacity (cfm [2a + 2b +2c + 2d) / d 3; Makeup Air quantity (cfm) a) total exhaust capacity (from above) /,OS b) estimated house infiltration (from above) ~ 0 7 Makeup Air Quantity (cfm); [3a-3bj. (if value is negative, no makeup air is 1*' needed) 4. For makeup Air Opening Sizing, refer „t 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. Page 3 of 6 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 di- pilances, or no combus- power vent or direct pliance or one solid fuel pliances or solid fuel ameter tionappliances vent appliances appliance appliances Column A Column B Column C Column D Passive opening 1-36 1-22 1-1s 1-9 3 Passive opening 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 duct 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. Sections F Combustion air Not required per mechanical code (No atmospheric or power vented appliances) Passive (see IFGC Appendix E, Worksheet E-1) Size and type Other, describe: Explanation - if no atmospheric or power vented appliances are installed, check the appropriate box, not required. If a power vented or atmospherically vented appliance installed, use iFGC Appendix E, Worksheet E-1 (see below). Please enter sire and type. Combus- tion air vent supplies must communicate with the appliance or appliances that require the combustion air. Section F calculations follow on the next 2 pages. Page 4 of 6 c) i p T a tM- it i cu T V (gyp ! O : Oa ro z r w LL Lill i C.~ d r N 1 L w r r r r r e- r m CF O p o a! O 00A0 d'~ ¢'qU 4 C°P O k 0. CL (L U (y g m a M p m ~j LO O CL U CU ' m w a 0 w v w ul to CL C-%i Ix uj v` 0 0 t(0 coo co ccoo U W I co X cn o y M M 0 -V q -V CO N LL U) x r x X e- r X X t UI Z} $ Qt f0 O M W W O 'tt n ~O 5 N f+ M d' n t~ h st N F°. F T W , ~ , ry~~LLh j w 11 , f Q l ry W w W W w L W a 0 0 0 0 0 0 4 0 0 CL°o O< DO z z z z z z z z z N m or U) 0 w w L W U Z o d LL M Q fA . O co LL co h v oyq. N W rn 4 i U 1 0: el LO U) ® y N'g ~ A of f! N N N V J N d x rn 3: co 1i ,w .C !x0 1F7 . 0 i N ~ N N .N.. N h M ua a w z Q U tz s m v U CL CL CL W .C (0 N V F h h N M .C j to U) U) c? ' q N (9 C~ a C'J czj. w 1 K c) M U o a o of U U h a U m C) M U `w M Q U w N D O co V = 1- J 0 0~ h J C9 ~ W z Q ¢ Z 'U ~ o a~uj <U-j a c; u~ V V V V z c9 c~ a 7 W Z Q LLB p J z z z z z z J z G Z W c 4- p x r x x x x p; w J h m a X z z z Z z X: z C LL to 0) co to co co Li.. J LL F~ ~1 N N N N N N N N N Q O 1 w Z 0 t x~ x~ s~ x x o C9 ' x Q 0 Z m N N N N N N N H c~J ~w Icn o x z x x x a: M w w N U) CO 0 V) CO 0) N co O x Q. i O N f.. 0 LL N r N N N n .c° 3 o ¢ a o 0 0 o a LL. tYU p, a V ~L O. ~ O M cn co N i N d I 'p X X X X X X X X X' Q i L N M M M M M M N' - UQc cL co w S RECEIVED Project Summar Job: Colonial Patriot Jeffers... wrightsoft~ Y JUL 15 2013 Entire House pate: June 27, zoos By: Elander Mechanical inc. 591 Citation Drive, Shakopee, MN 55379 Phone: 952-445-4692 Fax 952-445-7487 ° • 0 For: 5 % 3 C.,9c✓ G-GI✓C Cc-t Notes: o li - o ♦ M11. EMEN OEM Weather: Minneapolis-St. Paul, MN, US Winter Design Conditions Summer Design Conditions Outside db -15 OF Outside db 88 OF Inside db 70 OF Inside db 72 OF Design TD 85 OF Design TD 16 OF Daily range M Relative humidity 50 % Moisture difference 33 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 29620 Btuh Structure 12581 Btuh Ducts 1208 Btuh Ducts 618 Btuh Central vent (69 cfm) 6272 Btuh Central vent (69 cfm) 1173 Btuh Humidification 0 Btuh Blower 0 Btuh Piping Equipment load 7100 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Infiltration Equipment sensible load 14372 Btuh Method Simplified Construction quality Tight Latent Cooling Equipment Load Sizing Fireplaces 1 (Tight) Structure 1173 Btuh Ducts 117 Btuh Heatin Cooling Central vent (69 cfm) 1492 Btuh Area (ft2) 185 1852 Equipment latent load 2782 Btuh Volume (W) 14816 14816 Air changes/hour 0.14 0.07 Equipment total load 17154 Btuh Equiv. AVF (cfm) 35 17 Req. total capacity at 0.70 SHR on Heating Equipment Summary Cooling Equipment Summary Make Lennox Make Lennox Trade MERIT 90 Trade 13ACX Series - RFC Model ML193UH045XP24B-* Cond 13ACX-018-230-* AHRI ref 4792130 Coil C33-25*+TDR AHRI ref 1031313 Efficiency 93AFUE Efficiency 11.9 EER, 13.5 SEER Heating input 44000 MBtuh Sensible cooling 12950 Btuh Heating output 41000 Btuh Latent cooling 5550 Btuh Temperature rise 50 OF Total cooling 18500 Btuh Actual air flow 768 cfm Actual air flow 617 cfm Air flow factor 0.025 cfm/Btuh Air flow factor 0.047 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.84 Bold/italic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2013-Jul-15 15:01:04 wrightsoft' Right-SulteO Universal 2012 12.1.06 RSU13410 Page 1 ACCA ...Heat Losses 2013tLennar Patriot Jefferson B.rup Cale = MA Front Door faces: N RECEIVED Component Constructions JUL 15 2013 Job: Colonial Patriot Jeffers... Wrig'1~SO ~ Date: June 27, 2013 Entire House By: Elander Mechanical Inc. 591 Citation Drive, Shakopee, MN 55379 Phone: 952-445-4692 Fax: 952-4457487 ~ • 0 6 For: 3 9 SA 3 Location: Indoor: Heating Cooling Minneapolis-St. Paul, MN, US Indoor temperature (°F) 70 72 Elevation: 837 ft Design TD (°F) 85 16 Latitude: 45°N Relative humidity 50 50 Outdoor: Heating Cooling/ Moisture difference (gr/lb) 54.5 32.7 Dry bulb (°F) -15 88 Infiltration: Daily range Wet bulb (F) F) - 19 (M } Method Simplified 71 Construction quality Tight Wind speed (mph) 15.0 7.5 Fireplaces 1 (Tight) Construction descriptions Or Area U-value Insul R Htg HTM Loss Ctg HTM Gain r 810111=-F R? •FMtuh RO N Bfuh Stuh/fP Btuh Walls 1213-0sw: Frm wall, vnl e , r-11 av ins, 1/2" gypsum board int n 416 0.097 11.0 8.24 3430 2.47 1027 fnsh, 2"x4" wood frm 12F-Osw: Frm wall, vnl e , r-21 av ins, 1/2" gypsum board int n 139 0.065 21.0 5.52 768 1.08 150 fnsh, 2'x6" wood frm a 398 0.065 21.0 5.52 2197 1.08 430 s 513 0.065 21.0 5.53 2833 1.08 555 w 422 0.065 21.0 5.53 2330 1.08 456 all 1471 0.065 21.0 5.52 8128 1.08 1592 Partitions (none) Windows 61A: VINYL Insulated Glass Double Hung; NFRC rated e 77 L~280 0 23.8 1841 28.7 2220 (SHGC=0.26) s 42 80 0 23.8 1004 16.5 697 w 74 0 23.8 1769 28.7 2134 all 194 0.280 0 23.8 4613 26.1 5051 Doors 11JO: Door, mtl fbrgl type n 21 0.600 6.3 51.0 1071 16.7 351 e 21 0.600 6.3 51.0 1071 16.7 351 s 21 0.600 6.3 51.0 1071 16.7 351 all 63 0.600 6.3 51.0 3213 16.7 1053 Ceilings 16CR-44ad: Attic ceiling, asphalt shingles roof m Cr44eilins, 1116 0.022 44.0 1.87 2087 0.91 1015 5/8" gypsum board int fnsh Floors 20P-38c: Fir floor, frm fir, 12" thkns, carpet flr fns , r-5 ext ins, r-38 250 0.030 38.0 2.55 638 0.34 85 cav ins, gar ovr 20P-38v: Fir floor, frm flr, 12" thkns, vinyl fir fns , r-5 ext ins, r-38 130 0.030 38.0 2.55 332 0.34 44 cav ins, gar ovr , tpm: Bg floor, heavy dry or light damp soil, on grade depth, 134 0.355 10.0 30.2 4043 0 0 r-10 ge ins wrightsoftx Right-Suite® Universal 2012 12.1.06 RSU13410 2013-Jut-1515:01:04 Page 1 ACC{i ...Heat Losses 20131Lennar Patriot Jefferson B.rup Calc = MJ8 Front Door faces: N MULTI-FAMILY PLAN REVIEW FOR COMPLIANCE WITH AIRCRAFT NOISE ORDINANCE Compliance with Procedures to Ensure Submitter: Noise Impact Area Adequate Noise Attenuation: Lennar Airport - MSP International Exterior wall construction: 16305 36th Ave. No. Noise Zone- 4 Vinyl Suite 600 15/32" sheathing Plymouth, MN 55446 New Infill Residence is a "COND" Tyvek wrap 952-249-3000 use in Noise Zone 4 2x6 studs 16" O.C. R-21 batt insulation with 1/2" gypsum board Roof Construction: Plan. Reviewed: - Peaked roof with manufactured trusses 24" O.C. _ Roof vents ~-N Shingles Information Submitted: 15# felt Annotated architectural drawings includin : 1/2" sheathing Blown insulation R-44 Windows: Atrium 5/8" gypsum board Swinging Patio Doors: Atrium Entry Doors: Therma Tru Mechanical Ventilation System: Skylights: N/A 2-ton central air conditioning unit Compliance with STC Requirements: Window, Door Frame, Perimeter and Other Seals: All window and door openings are to be caulked Average window/wall area for exterior wall; t2 with butyl-based caulk With this window/wall area ratio and STC 40 walls, windows Fireplace Chimney Cap: with an STC 30 can be used to meet the noise reduction N/A requirements; Ventilation Duct Exterior Wall Penetrations: Summa : All exterior ducts will have bends as required by the ordinance Other measures including duct bends and caulking are being taken to ensure minimum transmission of noise through the Door and Window Construction: exterior building shell so that the construction should meet Windows: Atrium (30 STC) the compatibility guidelines. Sliding Patio Doors: Atrium (30 STC) Therefore, the materials and construction as proposed should meet the requirements of the Eagan aircraft noise ordinance. Entry Doors: Therma Tru (29 STC) Skylights: N/A Review Completed (date): Other Exterior Wall Penetrations: Review Completed b : Tom Tamte sill sealer between plates and blocks f MEMORANDUM I hereby certify that this plan, specification or report To: Lennar Corporation was prepared by me or under my direct supervision Re: Interior Common Wall Framing and that I am a duly licensed professional engineer Nicols Ridge under the laws of the St a of nnesota. Colonial Patriot-2 Unit I 3985-3983 Cedar Grove Lane Nick Hanson Eagan, MN Date: 7-8-13 Project No. 3.117 Minnesota Registration No. 46665 The purpose of this memorandum is to report the findings of a limited scope structural engineering review of a proposed shared common wall framing member sizes in the Nicols Ridge Development at the address above. The Hanson Group has reviewed the proposed drawings and the following is noted: 1. Drawings provided by Lennar 06-11-13 dated show that the 2-unit configuration is comprised of the Jefferson "A" and Jefferson "B" units. 2. According to the drawings the upper floor trusses span left to right with an interior bearing wall at the shared garage-house wall and an interior beam line dividing the Great Room and the Dining Room. The roof trusses span front to back with no interior bearing points and no bearing at the shared-common wall between the units. The main floor structure is a concrete slab-on-grade floor. 3. The shared common wood framing walls are to be 2x4 studs at 16" maximum on-center spacing bearing on the foundation wall between. The studs are to be Spuce-Pine-Fir stud grade or better for the 8'-11/8" framing walls with a double 2x4 top plate fastened together at splice points and corners in accordance with the Code. All sheathing and attachment of the materials is to be in accordance with the Code. All inspections are reportedly being conducted by City officials. After our review of the above information and associated documentation, it is our professional engineering opinion that the proposed construction and wood framing members of 2x4 sawn studs at 16" maximum on-center spacing will be structurally acceptable. This document applies to the limited scope partial review of the proposed shared common wall framing member sizes only. All other aspects of the project are outside the scope of this document and no other conditions, areas, or further engineering within the models were requested or reviewed. No site visit was conducted or requested. The Builder shall verify that the provided drawings reflect the existing conditions. All construction is to be in accordance with this document, standard industry practice, and the requirements of the Code. Sincerely, The Hanson Group Jeffrey Wheeler From: Tom Tamte [Tom.Tamte@lennar.com] Sent: Tuesday, July 09, 2013 1:40 PM To: Jeffrey Wheeler Cc: Matthew Remund; Mike Lind; 'Rodney Chwialkowski' Subject: RE: 3983 & 3985 Cedar Grove Lane, permit application Thank you Jeff for your reply. Since this is the last building for Nichola's Ridge, am hoping we can handle this with email clarification to all. Please assume, all headers not called o will be (2) 2x10✓ We will be using R-44 for ceilings, R-1 for party walls, and R-21 for exterior walls. Will pass this info on to our mechanical partner to match their reports with this info. Upon further review of our submitted plans, we do not show truss direction on Jefferson "B" elevation second floor an.k,- These trusses will follow similar to the Jefferson "A", running front to back. Will update base plan for future. We will be updating our base plans to show 2x4 framing at party walls, for all future submittals. Will follow up with the,/ letter from Hanson Group Engineering. Please let me know if you need any thing else to keep this one moving. Thank you for your help with this project 1 RECEIVED Jeffrey Wheeler JUL 16 2013 From: Tom Tamte [Tom.Tamte@lennar.coml Sent: Tuesday, July 16, 2013 11:45 AM To: Jeffrey Wheeler Cc: Matthew Remund Subject: Fw: 3983 & 3985 Cedar Grove Ln Attachments: GARAGE DOOR HDR_7-16-2013.pdf Follow Up Flag: Follow up Flag Status: Flagged Jeff: Below is a calc on the garage door headers, per your request, from the engineer of record, Wenzel Engineering. Per their comments, looks like we will bump the header size up to 14" depth for the Stonehaven CMS plans. Will be submitting permit plans for the first (2) buildings in the next week or so. Just to confirm, we would like to Master Permit these, how many sets will you require for Master Review. thank you, and please call or email with any questions. LENIN AR Tom Tamte Product Development Mgr Lennar Minnesota tom. to mte Cal l e n n a r. co m www.lennar.com Office Phone: 952-249-3001 Cell Phone: 612-250-4021 16305 36th Avenue N, Ste 600 Plymouth, MN 55446-4270 Forwarded by Tom Tamte/wAYZATA/CENT/Lennar on 07/16/2013 11:40 AM From: "Patty Cole" <pcole(awenzelengineerinq.com> To: "Tom Tamte" <Tom.Tamte(a)lennar.com> Date: 07/16/2013 10:31 AM Subject: Re: 3983 & 3985 Cedar Grove Ln Tom, Upon looking into this, 1 realized that we only did braced wall engineering for these buildings. I-level or your lumber supplier did the header design. That being said, we do show the header size of 3-11 7/8" LVL's on the drawing as part of the Portal Frame over the garage door. The American Plywood Association has the standard detail that we use, that shows a minimum of 3 1/2" wide X 11 1/2" deep header for the frame. We did not re-check the header sizes for the OH door. I AM able to get it to work and it meets code, but the deflection is slightly higher than I (and Lennar) normally prefer. I would normally limit the Live Load (i.e. snow) deflection to L/360 (0.52" in this case). Code requires that we limit this 1 4- Q O O r r ~ N ~ T o M + U o d N N ~ CO X U) LO LO 11 0 Y D LI O O O ~ U 0) CIO I O 76 C'7 QO M CO C O O O 00 O Lri O O lT O COO f~ 0 Cl N N qct co ~ O O N M N 2 0 N E cz O I II II II II O m J J J N d CC ` d J > d O/ Q Q Q Q V O .Ln 7 000 O O N E T O O N T V) 11 C) U') CD Q1 0) UJ O O of M m~ N N O ON 0 J N C'7 Co co J O T -0 II it a I I a O > N -0 LL LLJ LL o ° Q C6 m O > s .7c: v0 Lo i-, O N X 0 0 0 Co P'~ 00 T 0 0 0 0 i N T N O T T cz F= tn LL Cu c °°m-0 cn_ JUUUYX 0 LOT SURVEY CHECKLIST FOR RESIDENTIAL 1k BUILDING PERMIT APPLICATION PROPERTY LEGAL: S v Z } i'O~" s ~ J DATE OF SURVEY: LATEST REVISION: d as c m t U o z a DOCUMENT STANDARDS 0 0 • Registered Land Surveyor signature and company „g^ ❑ 0 • Building Permit Applicant '~2' ❑ 0 • Legal description 0 0 • Address ❑ ❑ • North arrow and scale ❑ ❑ • House type (rambler, walkout, split w/o, split entry, lookout, etc.) ❑ ❑ • Directional drainage arrows with slope/gradient % ❑ ❑ Proposed/existing sewer and water services & invert elevation fd' ❑ ❑ Street name ❑ ❑ Driveway (grade & width - in R/W and back of curb, 22' max.) 0 ,PJ 0 Lot Square Footage ❑ ❑ Lot Coverage ELEVATIONS Existing 0 'z 0 • Property corners ❑ 0 • Top of curb at the driveway and property line extensions ❑ 0 • Elevations of any existing adjacent homes ❑ ❑ • Adequate footing depth of structures due to adjacent utility trenches ❑ ❑ • Waterways (pond, stream, etc.) Proposed ❑ ❑ • Garage floor ❑ 0 • Basement floor '0' 0 0 • Lowest exposed elevation (walkout/window) ❑ /'E( ❑ • Property corners 0 ❑ • Front and rear of home at the foundation PONDING AREA (if applicable) ❑ ❑ • Easement line ❑ 0 • NWL ❑ 0 • HWL ❑ ❑ • Pond # designation ❑ 0 • Emergency Overflow Elevation ❑ ❑ • Pond/Wetland buffer delineation Y /t4 • Shoreland Zoning Overlay District Y • Conservation Easements DIMENSIONS ❑ ❑ • Lot lines/Bearings & dimensions p ❑ • Right-of-way and street width (to back of curb) ❑ ❑ • 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 ,P1 ❑ 0 • Setbacks of proposed structure and sid setback of adjacent existing structures ❑ ❑ • Retaining wall requirements: Reviewed By: / /,,l Date G:/FORMS/Building Permit Application Rev. 11-26-04 Surveyor s Certificate SURVEY FOR : Lennar DESCRIBED AS :Lots 1-2, Block 1, NICOLS RIDGE 5TH, City of Eagan, Dakota County, Minnesota and reserving easements of record. or etaining Wall WIN So Required __j :NAIL 824.3 Future 8 .8 Townhome' 2 . r " O O 826. OQ 50 r 824. r°~ 0822.4 0 O 827.0 $O ° u' o 0 0 5.7 ~Oi J~o 0 o O X825.8 p6``7~ 0~ 'rn~i9cP D p9m 826.8 `PO °~o3~p so 827.0 sr p G~ \ ~O 26. 'rn X90 p9m O S O X0 rns O 6. \ Q X00 004 0 % . 000 825.6 60 0 top d' 8 7.1 1 ~o pp. : \ \ ~~O c m y6~~ IL 0 27.26 < 1 \ ~ 826.8 827.9 1l`~ 5 OO '0 0 \ 830.7 8 O INSTALL o PERIMETER G®NTRVL ; Existing \ i Townhome TOB=831.9 i e ~ l I f I I EWEu d EAGA.N ENG G DIP.,M DATE: DL `ILDING INS cCTIONS DIVISION PROPOSED ELEVATIONS BENCHMARK, Top of Foundation = 827.5 Garage Floor = 827.1 Basement Floor = n/a Aprox. Sewer Service = Verify Proposed Elev. _ C MIN. SETBACK REQUIREMENTS Existing Elev. _ Drainage Directions = Front - House Side - Denotes Offset Stake = • Rear - Garage Side SCALE: 1 inch = 30 feet JOB NO: I HEREBY CERTIFY THAT THIS IS A TRUE AND CORRECT REPRESENTATION 13R-048 HEDLUND aF THE BOUNDARIES OF THE ABOVE DESCRIBED PROPERTY AS SURVEYED BY ME OR UNDER MY DIRECT SUPERVISION AND DOES NOT PURPORT TO BOOK: PAGE: PLANNING ENGINEERING SURVEYING SHOW IMPROVEMENTS OR ENCROACHMENTS, EXCEPT AS HOWN. 2005 Pin Oak Drive Eagan, MN 55122 DATE 3 /25,/13 CAD FILE: Phone: 405-6600 6 11 13 0 J R D. LINDGREN, LAND VEYOR (651) DATE Nicols Ridge 4th Fax: (651) 405-6606 NESOTA LICENSE NUMBER-14376 PERMIT City of Eagan Permit Type:Plumbing Permit Number:EA120065 Date Issued:01/14/2014 Permit Category:ePermit Site Address: 3983 Cedar Grove Lane Lot:2 Block: 1 Addition: Nicols Ridge 5th PID:10-50904-01-020 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. Thomas Anthony 8201 Old Central Ave Spring Lake Park, MN 55432 Fee Summary:PL - Permit Fee (WS &/or WH)$55.00 0801.4087 Surcharge-Fixed $5.00 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 - Us Home Corp 16305 36th Ave N Minneapolis MN 55446 Water Doctors Water Treatment Company 8201 Old Central Ave, Suite F & G Spring Lake Park MN 55432 (763) 535-1800 Applicant/Permitee: Signature Issued By: Signature