Loading...
3620 Sawgrass Tr S , qZ'q /0/ lot, ~f /i ~L- (-)1 -7,42-- Use BLUE or BLACK Ink 3 lc~ j O 1 For Office Use - j City of Eap I is 3 p )s p~ ; Permit ~ 7 11~~ ~ 3830 Pilot Knob Road Permit Fee: Q 3~~ Eagan MN 55122 1 Phone: (651) 675-5675 s al ; Date Received: 012- 1 Fax: (651) 675-5694 I i 1 Staff: 1 2011 RESIDENTIAL BUILDING PERMIT APPLICATION Date: 1J' Site Address: .t Unit Name: NNA- RESIDENT 1 PhoneWPL) ~wNER` ` Address / City / Zip: 4 i9l~C ~t/. S6e i LOO AAfto pplicant is: Owner Contractor ' 3 e' f /V I-)r' . M L✓ J ',TYPE 'OF WOE~K Description of work: L / /Ys rP , ` f Construction Cost: Multi-Family Building: (Yes /No ` Company: Atli CContact CONTRACTQR Address: City. State: zip: sl OZ Phone: License m /Y/ 3 Leas Certificate If the project is exempt from lead certification, please explain why: (see Page 3 for additional information) COMPLETE. THIS AREA ONLY IF CONSTRUCTING ANEW W 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: ~ - A7-4 c Licensed Plumber: 19jtt /.I.-- 0/, ~OW~ u` GeV Phone: 7 V o C .0, 2- Mechanical Contractor: f Phone. Sewer & Water Contractor NOTE P ►is=alfd sir Phone: rV 0Y` b -06V4~ the;hformatlorr4rpybp l~sjfl A ~ybill'Ihftfrfi~tlnn; sP.ort1 ns of n ~`i4,,-~1,-A~il~~ ~L+ h a "mot ; 1~ ui`d P rmlf the;Clt,~ to CALL BEFORE YOU Dlt,• V 6~~tI9~lSek. s _ T,rtN.s3 _ Call Gopher State One Call at (851) 484-0002 for protedion against underground utility damage. Call 48 hours before you intend to dig to receive locates of underground utilities. ]m6tw.nooherstateone Il ora I hereby acknowledge that this Information is complete and accurate; that the work vNll 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 fora permit, and work is not to start without a permit; that the work will be in accordance vdth the approved plan in the case of work which requires a review and approval of plarx. 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. 11 Applicant's anted Name x Appl cant's Sig re Page 1 of 3 h~.J It w 714 " 'TV/ J /t "6O`{ n G& TI JJJJ ~J DO NOT WRITE BELOW THIS LINE l U SUB TYPES 362, ,~~r~SS T,r S _ 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 436 &1w Occupancy 7RC -'L MCES System Plan Review Code Edition av7 SAC Units / (25%_ 100%_k!!:~ Zoning PO City Water Census Code Stories ,Z, Booster Pump No # of Units i Square Feet Ayoj PRV No # of Buildings I Length 6 Fire Sprinklers ND Type of Construction Width YO 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: bL Roof: Ice & Water * Final Pool: _Footings -Air/Gas Tests -Final Framing Siding: _Stucco Lath _ Stone Lath Brick J Fireplace: Rough In Air Test Final Windows Insulation Retaining Wall: _ Footings o Backfill _ Final Sheathing Radon Control Sheetrock Erosion Control Reviewed By: , Building Inspector RESIDENTIAL FEE Base Fee p r Surcharge r/N G, L, /.t3/ go / / 1 p 7 3 ~3 / 41 / Ply/ Plan Review / g g7 ? ~r 99 - MCES SAC ~`"i0r~ti 08' Q 90 Aj t) 08'9 City SAC a9 A9 Utility Connection Charge 3y- 2~ 939 ~1 Oo' S&W Permit & Surcharge r Treatment Plant c „L@ G ? b 44 Copies 4 35 8'z TOTAL Page 2 of 3 i 7z'ur L New Construction Energy Code Compliance Certificate Per NI 101.8 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 infonualion and values of components listed in Table NI 101.8. Hailing Address of the Duelling or Du Whir Unit City 3620 SAWGRASS TRAIL SOUTH EAGAN Name or Residential Contractor a1N License Number THERMAL ENVELOPE RADON SYSTEM Type: Check All That Apply X Passive (No ran) o t Active (With fart and ntonariteter or v other s}seen[ manitoring device ) a lei m Insulation Location z_ v p l t j 0 p eu ~n ~ 9 ~ =i v Fo- Z r, w w w a o: Other Please Describe Here Below Entire Slab: X Foundation Wall 10 INTERIOR Perimeter of Slab on Grade X. Rim Joist (Foundation) 10 INTERIOR F Rim JoistUst: Floor+) 10 1.. 1 INTERIOR Wall 21 Ceilln ;flat _ 44 Ceiling, vaulted 44 Bay. Windows or cantilevered areas 38 5' Bonus room over garage X Describe other Insulated areas Windows & Doors Heating or Cooling Ducts Outside Conditioned Spaces Average U-Factor (excludes skylights and one door) U: 0.29 Not applicable, all ducts located in conditioned space Solar Heat Gain Coefficient (SHGC): 0.29 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. Naturai Gas Electric;. Passive Manufacturer Lennox AO Smith Lennox Powered Interlocked with exhaust device. Model ML193UH09OP36C GPVH50N 13ACX 036-230 Describe: Input in 88, 0 Capacity in Output in 3 Other, describe: Rating or Size BTUS: Gallons: Tons: Heat Loss: Heat Gain: Location of duct or system: 51/ 25,189 Structure's Calculated 78,14 AFUE or SEER 13 HSPFrro 93 Calculated 30,698 Efficiency cooling load; Cfni s PLAN 4013 " 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 Type source heal pump with gas back-tip furnace): Not required per mech. code Select Type X Passive Heat Recover Ventilator (HRV) Capacity in cfms: Low: Hi h: Other, describe: Energy Recover Ventilator (ERV) Capacity in cfms: Low: High: Location of duct or system: X Continuous exhausting fan(s) rated capacity in cfms: t3 j. cont low, total 100cfm Mechanical Room Location of fan(s), describe: Owners bath, Main Bath A Cftn s Capacity continuous ventilation rate in cfms: 100" Insulated Flex Total ventilation (intermittent + continuous) rate in cfms: 475 " metal duct Created by BAM version 052009 /0-7 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 LP Smart Board 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 cgZps 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 3-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: 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 Built-in flue damper, chimney cap, glass enclosed 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 by: Tom Tamte Sill sealer between plates and blocks Ventilation, Makeup and Combustion Air Calculations Submittal Forma For New Dwellings These blank submittal forms and instructions are available at the City of 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 , Date Contractor ~ ) f Completed Y[fiprt.rr / 8 /0")., EE d Section A Ventilation Quantity (Determine quantity by using Table N1104.2 or Equation 11-1) Square feet (Conditioned area including Basement-finished or unfinished) 76 Total required ventilation ~n1(~ Number of bedrooms Continuous ventl►ation 7 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. N1164.2 . . 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 10004500' 60/40 75/40 90/45 105/53 120/60 135/68 1501-2000 70/40 85/43 100/50 115/58 130/65 145/73 2001-2500 80/40 95/48 110/55 125/63 140/70 155/78 2501-3000 90/45 105/53 120/60 135/68 150/75 165/83 3001-3500 100/50 115/58 130/65 145/73 160/80 175/88 3501-4000 110/55 125/63 140/70 155/78 170/85 185/93 40014500 120/60 135/68 150/75 165/83 j Z49-0 195/98 4501-5000 130/65 145/73 160/80 175/88 190/95 205/103 5001=5500 140/70 155/78 170/85 185/93 2 00 215/108 5501-6000 150/75 165/83 180/90 195/98 210/105 225/113 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, for 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:ISAFETYi MVent-makeup-comb air submittal (2).docx Page 1 of 6 Section B Ventilation Method (Choose either balanced or exhaust only) Balanced, HRV (Heat Recovery Ventilator) or ERV (Energy Recov- MY Exhaust only C ery Ventilator) - cfm of unit in low must not exceed continuous venti- Continuous fan rating in cfm a 6r+s d r L. lation rating by more than 100%. -A A/ /W Low cfm: High cfm: Continuous fan rating in cfm (capacity must not exceed continuous ventilation rating b more than 100%) Directions -Choose the method of ventilation, balanced or exhaust only. Balanced ventilation systems are typically HRV or ERV's. Enter the law 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 P== Description 1 L ~ 6G ^ AS~7r`r Location Continuous Intermittent Ili i i 7~i a ~a Gi ~QDirections -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 m 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 Intermittent ventilation Cr A Directions -Describe the operation of the ventilation system. There should be adequate detail for plan reviewers and inspectors to verify design and installation compliance. Related trades also need adequate detail for placement of controls and proper operation of the building ventilation. If exhaustfans 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 far 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) 44 ±EE U 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, flexor rigid) (NR means not required) Page 2 of 6 Directions - in order to determine the makeup air, Table 5013.1 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 IMC501.3.3. 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 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 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) e power one or multiple fan- One atmospherically vent multiple atmospherical- L ent ap- assisted appliances and gas or all appliance or ly vented gas or oil ombus- power vent or direct vent one solid fuel appliance appliances or solid fuel appliances appliances Column C Column D A Column B 1. a) pressure factor 0.04 0.06 0.03 (cfm/sf) ,:b) conditioned floor area (sf) (includin g unfinished basements f"J Estimated House infiltration (dm): (la x lby. 2. Exhaust Capacity a) continuous exhaust-only ventilation a system (cfm); (not applicable to ba- / lanced ventilation system's such as HRV) b) clothes dryer (dm) 135 135 135 135 c) 80% of largest exhaust rating (cfm); r X .SOU Kitchen hood typically (not applicable if recirculating system f-0 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<- (!a +26 +2c + 2d) 3. Makeup Air Quantity (cfm) a) total exhaust capacity (from above) b) estimated house infiltration (from / G above) Makeup Air Quantity (cfm); [3a - 3b] (if value is negative, no makeup air is P needed) V 4. For makeup Air Opening Sizing, refer to Table 501.4.2 AIA 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.) e. 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 e a 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- pliances, or no combos- power vent or direct pliance or one solid fuel pliances or solid fuel ameter don appliances vent appliances appliance appliances Column A Column 8 Column C Column D Passive opening 1-36 1-22 1-15 1-9 3 Passiveopentng 37-66 23-41 16-28 10-17 4 Passive opening 67-1D9 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 - 2S8 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: f.:. 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) X Passive (see IFGC Appendix E, Worksheet E-1) Size and type PX Other, describe: Explanation -If no atmospheric or power vented appliances are installed, check the appropriate box, not required. !f a power vented or atmospherically vented appliance installed, use IFGCAppendix E, Worksheet E-1 (see below). Please enter size 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. I i i l Page 4 of 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 4 is required to be filled out. IFGC Appendix E, Worksheet E,1 Residential Combustion Air Calculation Method (for Furnace, Boller, and/or Water Heater in the Same Space) Step 1: Complete vented combustion appliance information. Furnace/Boiler: _ Draft Hood _ Fan Assisted Direct Vent Input: Btu/hr or Power Vent Water Heater. )f/~^ _ Draft Hood X Fan Assisted _ Direct Vent Input: r Oil L)r~ Btu/hr or Power Vent Step 2: Calculate the volume of the Combustion Appliance Space (CAS) containing combustion appliances. The CAS Includes all spaces connected to one another by code compliant openings. CAS volume: 5p 7 ft' LxWxH L W H Step 3: Determine Air Changes per Hour (ACH)l Default ACH values have been incorporated into Table E-1 for use with Method 4b (KAIR Method), If the year of construction or ACH is not known, use method 4a (Standard Method). Step 4: Determine Required Volume for Combustion Air. (DO NOT COUNT DIRECT VENT APPLIANCES) 4a. Standard Method Total Btu/hr input of all combustion appliances Input: Btu/hr Use Standard Method column In Table E-1 to find Total Required TRV: it Volume (TRV) If CAS Volume (from Step 2) is greater than TRV then no outdoor openings are needed. if CAS Volume (from Step 2) is less than TRV then go to STEP S. 4b. Known Air Infiltration Rate (KAIR) Method (DO NOT COUNT DIRECT VENT APPLI ES) Total Btu/hr Input of all fan-assisted and power vent appliances Input:~~ d Btu/hr Use Fan-Assisted Appliances column in Table E-1 to find RVFA: Required Volume Fan Assisted (RVFA) Total Btu/hr Input of all Natural draft appliances Input: Btu/hr Use Natural draft Appliances column in Table E-1 to find RVNFA: ft' Required Volume Natural draft appliances (RVNDA) Total Required Volume (TRV) = RVFA + RVNDA TRV c)00 TRV ft' If CAS Volume (from Step 2) Is greater than TRV then no outdoor openings are needed. If CAS Volume (from Step 2 Is less than TRV then go to STEP S. Step S: Calculate the ratio of available Interior volume to the total required volume. Ratio = CAS Volume (from Step 2) divided by TRV (from Step 4a or Step 4b) Ratio= o~) 13660 = '7vZ Step 6: Calculate Reduction Factor (RF). RF = I minus Ratio RF=1- 70~ _ • pZ. Step 7: Calculate single outdoor opening as if all combustion air is from outside. Total Btu/hr input of all Combustion Appliances in the same CAS Input: Viz rt='XJ Btu/hr (EXCEPT DIRECT VENT) Combustion Air Opening Area (CAOA): f' Total Btu/hr divided by 3000 Btu/hr per in2 CAOA = 7vf0DL / 3000 Btu/hr per in' = 13.33 in' Step 8: Calculate Minimum CAOA. yy n Minimum CAOA = CAOA multiplied by RF Minimum CAOA = /1. 33 x • O` 8 = .3, 77 In2 Step 9: Calculate Combustion Air Opening Diameter (CAOD) f CAOD =1.13 multiplied by the square root of Minimum CAOA CAOD = 1.13V Minimum CAOA - Q~ • )Up in. diameter go up one inch in size if using flex duct 1 if desired, ACH can be determined using ASHRAE calculation or blower door test. Follow procedures in Section 6304. Page 5 of 6 i l Project Summar Job: 4013 wrigh#softx ~ Y Entire House Date: August 30, 2012 Scott M By: SLANDER MECHANICAL INCORPORATED 591 CITATION DRIVE, SHAKOPEE, MN 55379 Phone: 952.445-4692 Fax: 952.445-7487 Email: SALESOELANDERMECHANICAL.COM Project Information i q .tr1 r a u For:, "ac, Notes: !"Win! - P?,000 f, /y A/~ - 3T,you - 5o, 6FX Design Information Weather: Minneapolis-St. Paul, MN, US Winter Design Conditions Summer Design Conditions ✓ Outside db -15 OFOutside db 88 OF Inside db 70 OF Inside db 75 OF Design TD 85 OF Design TD 13 OF Daily range M Relative humidity 50 % Moisture difference 26 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 56016 Btuh Structure 22183 Btuh Ducts 1613 Btuh Ducts 605 Btuh Central vent (100 cfm) 9071 Btuh Central vent (100 cfm) 1377 Btuh Humidification 11445 Btuh Blower 1024 Btuh Piping Equipment load 78145 Btuh Use manufacturer's data Rate/swing multiplier 1.00 Infiltration Equipment sensible load 25189 Btuh Method Simplified Construction quality Tight Latent Cooling Equipment Load Sizing Fireplaces 0 Structure 3699 Btuh Ducts 88 Btuh Heating Cooling Central vent (100 cfm) 1722 Btuh Area (ft2) 4714 4714 Equipment latent load 5509 Btuh Volume (ft3) 26876 26876 Air changes/hour 0.35 0.35 Equipment total load 3Equiv. AVF (cfm) 157 157 Req. total capacity at 0.70 SHR o Heating Equipment Summary Cooling Equipment Summary Make Lennox Make Lennox Trade MERIT 90 Trade 13ACX SERIES - RFC Model ML193UH090P36C Cond 13ACX-036-230*12 GAMA ID 4119046 Coil C33-43*++TDR ARI ref no. 3660892 Efficiency 93 AFUE Efficiency 11.0 EER, 13 SEER Heating input 88000 Btuh Sensible cooling 24780 Btuh Heating output 83000 Btuh Latent cooling 10620 Btuh Temperature rise 66 OF Total cooling 35400 Btuh Actual air flow 1180 cfm Actual air flow 1180 cfm Air flow factor 0.020 cfm/Btuh Air flow factor 0.052 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.82 13old4tallo values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 8th Ed. f -PIA- wriol tscwt- Right-Suite® Universal 8.0.04 RSU13410 2012-Aug-3016:43:45 ACCA ...Thomas H. ElandeADesktop\Wrightsolt Heat LosslLennar 4013.rup Calc m MJ8 Front Door faces: Page 1 wrightSOftr Component Constructions Job: 4013 Date: August 30, 2012 Entire House By: Scott M ELANDER MECHANICAL INCORPORATED 591 CITATION DRIVE. SHAKOPEE, MN 65379 Phone: 952.445.4692 Fax: 952445-7487 Email: SALES 0 ELANDERMECHANICAL.COM ! • ! For: Design Conditions Location: Indoor: Heating Cooling Minneapolis-St. Paul, MN, US Indoor temperature (°F) 70 75 Elevation: 837 ft Design TD (°F) 85 13 Latitude: 45°N Relative humidity 50 50 Outdoor: Heating Cooling Moisture difference (gdlb) 54.5 26.1 Dry bulb (°F) -15 88 Infiltration: Daily range (°F) - 19 (M) Method Simplified Wet bulb (°F) - 71 Construction quality Tight Wind speed (mph) 15.0 7.5 Fireplaces 0 Construction descriptions or Area I1-value Insul R Htg HTM Loss Cig HTM Gain ft' BluhftF-°F O T/Btuh BkMt2 Btuh Btuh/fe Btuh Walls 12F-Osw: Firm wall, vnl ex r-21 v ins, 1/2" gypsum board Int fnsh, n 782 0.065 21.0 5.52 4321 0.89 694 2"x6" wood frm a 573 0.065 21.0 5.52 3163 0.89 508 s 760 0.065 21.0 5.53 4200 0.89 674 w 489 0.065 21.0 5.52 2704 0.89 434 all 2604 0.065 21.0 5.52 14388 0.89 2310 _1=-,l Ostc-8: Bg wall, heavy dry or light damp soil, concrete wall, n 423 0.050 10.0 4.19 1772 0 0 10 s, 8" thk a 336 0.050 10.0 4.25 1428 0 0 s 432 0.050 10.0 4.25 1836 0 0 W 336 0.050 10.0 4.25 1428 0 0 all 1527 0.050 10.0 4.23 6464 0 0 Partitions (none) Windows 61 A: VINYL Insulated Glass Double Hung; NFRC rated n 35 0.290 0 24.6 863 9.21 322 (SH_ G~ C=0.29) n 9 0.290 0 24.6 223 9.21 84 s 61 0.290 0 24.6 1499 17.2 1047 w 225 0.290 0 24.6 5535 30.8 6914 all 329 0.290 0 24.6 8120 25.4 8367- 61A: VINYL Insulated Glass Double Hung; NFRC rated a 100 0.290 0 24.6 2453 28.0 2785 (SHGC=0.26) s 17 0.290 0 24.6 421 15.8 270 all 117 .290 0 24.7 2874 26.2 3056 Doors 11,10: Door, mtl fbrgl type n 21 0.600 6.3 51.0 1071 14.9 313 e 42 0.600 6.3 51.0 2142 14.9 626 all 63 0.600 6.3 51.0 3213 14.9 939 Ceilings 16CR-44ad: Attic ceiling, asphalt shingles roof m ®r44 ell ins, 1822 0.022 44.0 1.87 3407 0.84 1537 5/8" gypsum board Int fnsh 1 1 -d- wrightsoft• Right-SuiteOUn4versal8.0.04RSU13410 2012-Aug-3016:43:45 14CCk ...Thomas H. ElandeADesktoplWrlghtsoft Heat Loss1ennar 4013.rW Cale-10,18 Front Door faces: Page 1 t 7 t Floors 20P-38c: Flr floor, frm fir, 12" thkns, carpet flr fnsh, =Ins, 274 0.030 38.0 2.55 699 0.25 69 cav ins, gar ovr 21A-32t: Bg floor, heavy dry or light damp soil, 8' depth 1548 0.020 0 1.70 2632 0 0 ,gjj 444- wr!ghtsoft• Right-Suite®Universal8.0.04RSU13410 2012-Aug-3018:43:45 .4CCA ...Thomas H. ElandeADesktoplWrightsoft Heat Loss\Lennar 4013.rup Calc = MJS Front Door faces: Page 2 C 'V Q ~o it N ~ N Lo "I Cq ti CO N li I t~ _ ~l N c U 0 ii II E z 2 Z }w- s :2. R x (D LL <v w • t3 ;t.4.,_.Il._ > E. c; i o ~ ~ ~s fsll ~ e- r e- r N r M r r N r ~cy w r+ a S~ C U., 0 .2 a 10 w Q Of LO .0 ~ t V a m w w a z o 0 Ia z p m w w a x v#i n. Q ~ m LLO m m co o o`t z z M co co m U 0 I N o 0 y X y~ X n o v IT N i N N a tD X N N N N N v X CO (N v x y,-.. LL (j) X - " to r.- t• h ti toN t0 O ap x v N N o Q cc I° w o r x x x x x x x x x a, x r, C N r N N a M N M M m M M N O N. N r- i r 'w in O co x x z z z z z z w w w w w w w w w w w w w w w 0° " 0 ja w. o o o 0 0 o z z z z z z z z z z z z z z z _M IQ~ Ia zz zzz °zz°zz°z°dzzzzzzz°zz°z°zz Lm N O~ziw 4) C,4 N J c7 m N z ~ I Y co w a ran } ` M w IU a w u> N N T N uj J O C I d i V? U) F'•• o w o O _ O x E -a co LL CL C,I o N N o w w o f .C C .C it i (7 F Z a VJ H CO C) o M M U U M M ' w U' 0 d' O (n U) co U M M M CO U) fj O V) a a, a 1- co af U U U it Of it CO I J a O N V1 U) U) V) M Q 0 F Q m M C7 C7 dU H J 0 U' 0 U U' U' U C7 W o 7 o Q } ca ? F- w Q¢ w cn a a a a a a a to j L ~ o c~ c~ c~ c~ c~ 0 0 r • Z z Q r w Q= z j z z z z z z z z z z N d z a c~ ta- c~ c7 w E= r z z r z== r x o= a u7 r p 4 ' p Q ii V) LL~ LL uzi ran z Z z z z z z z z z z z z z z Z Z Z w Z x w ` x z X z _ Ue t7 U N U) (n y uJ uJ LL U) LL li W •~i+{ - Q N N N N N N O O O O O o O A O O o Q O O O I z # # # Q r~ N N N N N N N N N N N N N N co Q V 4t 4k < co 0 .3: z W) ~ yOj ; Z ( > ( z ! z N N N N N O O O O O O O O O O p cli cm d, W fp J W cl) d CO N U) N U) U) V) r Z r r r r N N J s- CL J p CL. y U> rq rn rA co (n to rp fq N 0 N N fA M fir 0 _ C a N LL LL r r LL N N= = an O O X v p Q O' J fV r- s- a- r r r r C? N LL N ~yi V L O. C rD fV v •V' Y~ .~0 O O O O V`~' O O O O O q x x `n X x co v co co m co v to v r+ u> N N to X x g x x x x X X N x X x X CL Z o o O O s`t - M = 3 N { : M N l~ r~ N M to O O O ~O W e O O O O - 6 d n. Cn [ N t~" N M M `N M c M N M t~ N Cl) i i t City Inspection Dept. Copy City of Cagan City Forester Copy Applicant/Builder Copy INDIVIDUAL RESIDENTIAL LOT TREE PRESERVATION PLAN SUMMARY CITY OF EAGAN FORESTRY DIVISION 651-675-5300 (BUILDER, PLEASE READ ATTACHMENTS) Development STONEHAVEN 2"D ADDITION Lot Number 6 Block Number 7 Address 3620 SawgrassTrail South Builder Lennar Homes Phone Number: 612-490-0975 Contact: Troy Hendrickson Tree Protection Requirements: X Tree Protection Fencing Installed on Site (silt fence in backyard area) Oak Tree Pruning (Immediately seal wounds during April 1 to July 31) Therapeutic Pruning Required Retaining Wall To Be Installed Other: Replacement Trees: X Not Required C /t ~ As Follows: ~Lj••/`'~ p5T1 y Attachments: `EWED DIVISION X Yes (Refer to att PAY uments for details) No T *...•r.,,. Additional Notes: Z HAghove\2012f1e\treepres\Tree Preservation Plan Stonehaven 2 nd Addiio r P12 NEERengineering CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITECTS 2422 Enterprise Drive, Mendora Heights, MN 55120, Phone: (651) 681 1914 Fax: (651) 6919488 - Pioneereng.com Certificate of Survey for: LENNAR HOMES ADDRESS: 3620 SAWGRASS TRAIL SOUTH, EAGAN, MN LOT AREA =13700 SF BUYER: INV MODEL: 4013 ELEVATION: A3 HOUSE AREA =2262 SF PORCH AREA =69 SF SIDEWALK AREA =33 SF DRIVEWAY AREA =986 SF COVERAGE =24.5% BUILDING COVERAGE =16.5% BENCH MARK: TOP OF SPIKE ^ ELEV.=908.47 R. 0. W, 60.0 - VACANT o I ~1 I B N 3 3 S85029'02"E I~ 0 156.34 I 9o&s 13. 37.31 (910.9) N 1 - sons 56.17 (907.5) I m a 1 r- -,o 1 0&3 906. 1 10 I ^i ~ - 917.9 J • 1~ i •-1 906.4 90&3 1 ^ 0 10 I = 90&7 1 1 X22.50/ -------1 T /1 .0) 110 0 to 1 .a i J 1~ N ^ 6 I N LL, 00 ' 23.50 Op 90& x yO&' I F 1,[) 1 b0) ao .00 I 1 ppa 00 Q O 90&5, ^ 915. Q a O -30.4 1 N c7 I10 cWnwai4.000 01^ rn x90&2 ~1 ^ 1. (83 o V) 0 v-, X ° i ~ - W) 90&9 0V 0&4 T4 Q- -.3 61 I v 6 I w ^ i K22_ I a OF 0) 4.00 0 67.6 ------f l 11 o X ? °n X6.00 0 CO In ' 10 4 .4 / 6717 N 9) 908,7 X 90&3 N 1 0J? ~i 11(909.4) ~a 97.0 a o / 3.3 ❑O L- -z--~1-.info Q1 907.7 n S 1 vim` N 40.50 eoe.o~ 10 o (910.0) 56.17 906.4 X n 910.1 (905.0) /910.6 909.6111-1old down gradex905.4 9112 BENCHMARK: to maintain 4:1 TOP OF SPIKE slope. 9os.s ELEV.=909.00 ~j EXISTING Ia L I~ HOUSE ' S85029'02"E 167.11 BENCH MARK: TOP NUT HYDRANT LOTS 4-5 BLK 6 ELEV.=911.35 NOTE: ADD FOUNDATION LEDGE AS REQUIRED LOWEST ALLOWABLE FLOOR ELEVATION :902.4 NOTE: GRADING PLAN BY PIONEER ENGINEERING LAST DATED 5/4/11 WAS USED TO DETERMINE THE PROPOSED ELEVATIONS SHOWN ON THIS CERTIFICATE HOUSE ELEVATIONS ;(PROPOSED)/ASBUILT NOTE: PROPOSED BUILDING DIMENSIONS SHOWN ARE FOR HORIZONTAL / LOCATION OF STRUCTURES ON THE LOT ONLY. CONTACT BUILDER PRIOR TO LOWEST FLOOR ELEVATION :(904.1) CONSTRUCTION FOR APPROVED CONSTRUCTION PLANS. 21 / TOP OF FOUNDATION ELEV. (91) NOTE NO SPECIFIC SOILS INVESTIGATION HAS BEEN PERFORMED ON THIS LOT / BY THE SURVEYOR. THE SUITABILITY OF SOILS TO SUPPORT THE SPECIFIC GARAGE SLAB ELEV. ® DOOR (911.8) HOUSE PROPOSED IS NOT THE RESPONSIBILITY OF THE SURVEYOR. NOTE THIS CERTIFICATE DOES NOT PURPORT TO SHOW EASEMENTS OTHER THAN THOSE SHOWN ON THE RECORDED PLAT. X 000.00 DENOTES EXISTING ELEVATION NOTE CONTRACTOR MUST VERIFY DRIVEWAY DESIGN. ( 000.00 ) DENOTES PROPOSED ELEVATION DENOTES DRAINAGE FLOW DIRECTION NOTE BEARINGS SHOWN ARE BASED ON AN ASSUMED DATUM A DENOTES SPIKE WE HEREBY CERTIFY TO LENNAR HOMES THAT THIS IS A TRUE AND CORRECT REPRESENTATION OF A SURVEY OF THE BOUNDARIES OF: LOT 6, BLOCK 7, STONEHAVEN 2ND ADDITION DAKOTA COUNTY, MINNESOTA IT DOES NOT PURPORT TO SHOW IMPROVEMENTS OR ENCROACHMENTS, EXCEPT AS S4OWN, AS SURVEYED BY ME OR UNDER MY DIRECT SUPERVISION THIS 8TH DAY OF AUGUST, 2012. REVISED: NOTE- 8/09/12 STAKE HOUSE SIGNED: PI NEE~EERING, P.A. SCALE : 1 INCH = 30 FEET BY. 7299 111195031 Peter J. Hawkinson License No. 42299 • ✓ LOT SURVEY CHECKLIST FOR RESIDENTIAL ' BUILDING PERMIT APPLICATION f > 7 PROPERTY LEGAL: :24 S~%a ehaai Gad Ayd'4-'h DATE OF SURVEY: LATEST REVISION: m ar c U O z ¢ DOCUMENT STANDARDS ❑ ❑ • Registered Land Surveyor signature and company ❑ ❑ • Building Permit Applicant /ff 0 0 • Legal description ❑ ❑ • Address ❑ ❑ • North arrow and scale ❑ ❑ • House type (rambler, walkout, split w/o, split entry, lookout, etc.) ,ET ❑ ❑ • Directional drainage arrows with slope/gradient % ❑ ❑ • Proposed/existing sewer and water services & invert elevation ❑ 0 • Street name ❑ ❑ • Driveway (grade & width - in R/W and back of curb, 22' max.) ❑ ❑ • Lot Square Footage ❑ ❑ • Lot Coverage ELEVATIONS Existing ❑ ❑ • Property corners ❑ 0 9 Top of curb at the driveway and property line extensions ❑ ❑ • Elevations of any existing adjacent homes ❑ ❑ • Adequate footing depth of structures due to adjacent utility trenches ❑ ❑ . Waterways (pond, stream, etc.) Proposed 0 ❑ • Garage floor 'z 0 0 • Basement floor ❑ ❑ • Lowest exposed elevation (walkout/window) ❑ ❑ • Property corners ❑ • Front and rear of home at the foundation PONDING AREA (if applicable) ❑ ;2( ❑ • Easement line 0 ❑ • NWL ❑ 0 • HWL ❑ 0 • Pond # designation ❑ 0 • Emergency Overflow Elevation ❑ • Pond/Wetland buffer delineation Y • Shoreland Zoning Overlay District Y • Conservation Easements DIMENSIONS Z ❑ 0 • Lot lines/Bearings & dimensions 0 0 Right-of-way and street width (to back of curb) ❑ 0 Proposed home dimensions including any proposed decks, overhangs greater than 2', porches, etc. (i.e. all structures requiring permanent footings) ❑ ❑ Show all easements of record and any City utilities within those easements ❑ ❑ Setbacks of proposed structure and sideyard setback of adjacent existing structures ❑ ❑ Retaining wall requirements: Reviewed By: Date G:/FORMS/Building Permit Application Rev. 11-26-04 i ' P18NEERengineering /~7z* CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITECTS 2422 Enterprise Drive, Mendota Heights, MN 55120, Phone: (651) 681 1914 Fax: (651) 681 9488 - Pioneereng.com Certificate of Survey for: LENNAR HOMES ADDRESS: 3620 SAWGRASS TRAIL SOUTH, EAGAN, MN LOT AREA =13700 SF BUYER: INV MODEL: 4013 ELEVATION: A3 HOUSE AREA =2262 SF PORCH = SF "`~""r,11Tt SDEWALKRAREA6=33 SF DRIVEWAY AREA =986 SF C _ wall vim COVERAGE =24.5% : BUILDING COVERAGE =16.5% _.~'xl'Gd BENCH MARK: TOP OF SPIKE R.O.W. ELEV.=908.47 - T 60.0 VACANT B,~ B 3¢.3 N S85°29'02"EA la. ► I IW o ' RI . 4~ I o an I I 908.8 13 _ 37.31 ' (910.9) N s08.s I I 56,17 (907.5) co • 4 1- _ _ -40 a► 8.3 906. ILL I 10 X 917.9 Lr) 908.4 I I 10 I 908.3 A .50 I 10 l I Ow 908.7 22 W > I U) o ~ / I' U) CD 89 -1 mar /22.50/ o X8.3 ep I / N I LL ao 1 o w 00 I 23.50 0 908.1 x 908.1 I~-I N iio -1 N Q/ / o I ~ IQ O vl4 . 0O Q N 908.5 00 g0~1' (V...///fff/ !0 / ^ 1 dam' ^ 915.7 1 d- I I w 4.00 0 rn , 30.4 I cv I V) w in/ 6 X o x 9os.z I z 1.8 cn o L'i 06.9 I 3 o r 08.4 8 a--- O 0= 00 I v ~0) N W L. Uj 0 N4.00 a- 0 4.00 0° Q 67.6 ~ 0 0) 0) 56.17 C'4 908.7 I N g q X 908.3 `t1 909.4) 91 .o ON _3 ■ u~l ink I O d 1 g:~ 907.7 13• r 1 5 1 000 N 40.50 909 i 10 ' o (910.0) 56.17 06 /.a X 910.1 (905.0) 1 910.6 9096 !!Hold down gradex 905.4 < 911.2 to ( BENCH MARK. ° to maintain 4:1 ( TOP OF SPIKE slope. 905.5 vl f_ ELEV.=909.00 4 EXISTING R j WED 58 ° BENCH MARK: LAGAN ENGINEEtZ1NG UCYT, TOP NUT HYDRANT LOTS 4-5 BLK 6 ELEV.=911.35 NOTE: ADD FOUNDATION LEDGE AS REQUIRED LOWEST ALLOWABLE FLOOR ELEVATION :902.4 NOTE: GRADING PLAN BY PIONEER ENGINEERING LAST DATED 5/4/11 WAS USED TO DETERMINE THE PROPOSED ELEVATIONS SHOWN ON THIS CERTIFICATE. HOUSE ELEVATIONS : (PROPOSED) /ASBUILT NOTE: PROPOSED BUILDING DIMENSIONS SHOWN ARE FOR HORIZONTAL LOCATION OF STRUCTURES ON THE LOT ONLY. CONTACT BUILDER PRIOR TO LOWEST FLOOR ELEVATION (904.1) CONSTRUCTION FOR APPROVED CONSTRUCTION PLANS. / TOP OF FOUNDATION ELEV. (912.1 NOTE: NO SPECIFIC SOILS INVESTIGATION HAS BEEN PERFORMED ON THIS LOT / BY THE SURVEYOR. THE SUITABILITY OF SOILS TO SUPPORT THE SPECIFIC GARAGE SLAB ELEV. ® DOOR (911.8) HOUSE PROPOSED IS NOT THE RESPONSIBILITY OF THE SURVEYOR. NOTE: THIS CERTIFICATE DOES NOT PURPORT TO SHOW EASEMENTS OTHER THAN THOSE SHOWN ON THE RECORDED PLAT. X 000.00 DENOTES EXISTING ELEVATION NOTE: CONTRACTOR MUST VERIFY DRIVEWAY DESIGN. ( 000.00 ) DENOTES PROPOSED ELEVATION DENOTES DRAINAGE FLOW DIRECTION NOTE: BEARINGS SHOWN ARE BASED ON AN ASSUMED DATUM A. DENOTES SPIKE WE HEREBY CERTIFY TO LENNAR HOMES THAT THIS IS A TRUE AND CORRECT REPRESENTATION OF A SURVEY OF THE BOUNDARIES OF: LOT 6, BLOCK 7, STONEHAVEN 2ND ADDITION DAKOTA COUNTY, MINNESOTA IT DOES NOT PURPORT TO SHOW IMPROVEMENTS OR ENCROACHMENTS, EXCEPT AS SHOWN, AS SURVEYED BY ME OR UNDER MY DIRECT SUPERVISION THIS 8TH DAY OF AUGUST 2012. REVISED: NO SIGNED: PI NEER ENGINEERING, P.A. 8 09 12 STAKE HOUSE SCALE : 1 INCH = 30 FEET BY: 7299 111195031 Peter J. Hawkinson License No. 42299 n City of Eayn Address: 3620 Sawgrass Tr S Zip: 55123 Permit 107241 The following items were / were not completed at the Final Inspection on: Complete Incomplete Comments Final grade - 6" from siding Permanent steps - Garage Permanent steps - Main Entry Permanent Driveway Permanent Gas Retaining Wall or 3:1 Max Slope Sod / Seeded Lawn Trail / Curb Damage Porch Lower Level Finish Deck Fireplace • 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: GABOding InspectionsTORMS\Checklists h Use BLUE or BLACK Ink I For Office Use I , I 114to3_' City of Ea an I Permit I I ~ I I Permit Fee: 3830 Pilot Knob Road Eagan MN 55122 Date Received: 0 I Phone: (651) 675-5675 I I Fax: (651) 675-5694 i Staff: I I 2013 RESIDENTIAL BUILDING PERMIT APPLICATION Date: J~ Site Address: 3V Zb 5 1 C Unit Name. Phone: Ic R 50- 5 Resident/ Owner Address / City I Zip: S v Applicant is: -eOwner Contractor Type of Work Description of workq,'i' c D -t -FtGLO(AA_~ Construction Cost: ! Multi-Family Building: (Yes ! No Company: Contact: Contractor Address: City: State: Zip: Phone: License Lead Certificate If the project is exempt from lead certification, please explain why: (see Page 3 for additional information) R0 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 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 the are trade secrets. CALL BEFORE YOU DIG. Call Gopher State One Call at (651) 454-0002 for protection against underground utility damage. Cali 48 hours before you intend to dig to receive locates of underground utilities. www.gopherstateonecall.orp 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 ans. Exterior work authorized by a building permit issued in accordance with the Minnes a Sta Buildin Code m st be completed within 180 days of permit issuance. xft x Applicant's Printed Name Appli ant's Signature Page 1 of 3 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 u i Occupancy ' MCES System LJ~ Plan Review Code Edition SAC Units (25%_ 100%) Zoning City Water Census Code Stories Booster Pump # of Units 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 T Insulation Retaining Wall: _ Footings _ Backfill _ Final Sheathing Radon Control Sheetrock Erosion Control Reviewed By: Building Inspector RESIDENTIAL FEES Base Fee Surcharge e J' Plan Review k° MCES SAC City SAC Utility Connection Charge SSW Permit & Surcharge ( ) Treatment Plant Copies TOTAL X Page 2 of 3 LOT AREA =13700 SF BUYER: INV MODEL: 4013 ELEVATION:v A3 . HOUSE AREA =2262 SF PORCH AREA =69 SF SIDEWALK AREA =33 SF DRIVEWAY AREA =986 SF COVERAGE =24.5% BUILDING COVERAGE =16.5% BENCH MARK: TOP OF SPIKE R.O.W. ELEV.=908.47 60.0 VACANT 0 v - - - B ~ T 3 .3 N S85029902"E 156.34 0ch I^ I 908.8 13._ 37.31 (910 9) a 908.5 56.17 (907.5) co 908. 4 A 08.3 X111\ ilk' X 917.9 i= 10 h I PI Ir t~ j 1 908.4 908.3 I~ v 11 Q [ = 908.7 1 o r I 22.50 0 -1 17 08.3 !-ep 1 C M f / ( Jr G? 10 o w m N cv / 0~/ f 23.50 0 7 x 908.1 a ~'J av ' I / Q I 1 ~ El, ) 14 . QQ Q ! N 908.51 S15i7 x w jCD I L]~ I d' I¢ r LL. I I W / 00 X 908.2 W Z I~-- II o 30.4 N V) w M/ 0 o a W 1.83 o cn,, W cd 1 I Z . " 4 Q :c _ -/7 I a w -908.91 . U n 4 u-". W a 0) 'x i;i~ fL 00 Q -/6.00 4.Q0 O - 67.6 - I II I O 1 Q ~ rn 56.17 ( 0) ICI rn - x O ^ 10 + .r. 1 .4 (909.4)^ sos x sae 91 0 ON 1 I 'aid 131 907.7 _3.3 0 I Q~1 - , - - - _ _ I 10 U) 4P 40. sQ 9os.0 1 ~I (910.0) 56.17 906.4 X 0 u~ n 0 (905.0) 0) 9 10.1 ~ ~ ao i 91o.s 909.6 !!Hold dawn 9radex 905;4 t 911-2 cc BENCH MARK: to maintain 4.1 ° rn TOP OF SPIKE slope. 905.5 ELEV.=909.00 EXISTING HOUSE -7 S8502g'02"E 167.11 BENCH MARK: TOP NUT HYDRANT LOTS 4-5 BLK 6 ELEV.=911.35 NOTE: ADD FOUNDATION LEDGE AS REQUIRED LOWEST ALLOWABLE FLOOR ELEVATION :902.4 NOTE: GRADING PLAN BY PIONEER ENGINEERING LAST DATED 5/4/11 WAS USED TO DETERMINE THE PROPOSED ELEVATIONS SHOWN ON THIS CERTIFICATE. HOUSE ELEVATIONS : (PROPOSED) /ASBUILT NOTE: PROPOSED BUILDING DIMENSIONS SHOWN ARE FOR HORIZONTAL LOCATION OF STRUCTURES ON THE LOT ONLY. CONTACT BUILDER PRIOR TO LOWEST FLOOR ELEVATION :(904.1) CONSTRUCTION FOR APPROVED CONSTRUCTION PLANS. TOP OF FOUNDATION ELEV. (912.1) NOTE:, CIFIC SOILS INVESTIGATION HAS BEEN PERFORMED ON THIS LOT 911.8 / BY° YOR. THE SUITABILITY OF SOILS TO SUPPORT THE SPECIFIC GARAGE SLAB ELEV. @ DOOR HOUR SED IS NOT THE RESPONSIBILITY OF THE SURVEYOR. NOTE: THIS CERTIFICATE DOES NOT PURPORT TO SHOW EASEMENTS OTHER THAN THOSE SHOWN ON THE RECORDED PLAT_ X 000.00 DENOTES EXISTING ELEVATION NOTE: CONTRACTOR MUST VERIFY DRIVEWAY DESIGN. ( 000.00 ) DENOTES PROPOSED ELEVATION DENOTES DRAINAGE FLOW DIRECTION NOTE: BEARINGS SHOWN ARE BASED ON AN ASSUMED DATUM - A. DENOTES SPIKE WE HEREBY CERTIFY TO LENNAR HOMES THAT THIS IS A TRUE AND CORRECT REPRESENTATION OF A SURVEY OF THE BOUNDARIES OF: i OT A Ri Or V 7 1QT0K117-IAVPN ')IVn AnniTIOKI