Loading...
3527 Sawgrass Tr WConstruction Cost: Multi- Family Building: (Yes / No Company: � _�.ti. CGi� Contact: I' � City: �I Address: Of:�NI� _� State: _ �t /y Zip: •L Phone: �I� "• 0� %� License #: /Y/ ? I If the project is exempt from lead certification, please explain why: (see Page 3 for additional information) COMPLETE. THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING In t e last 12 months, has the City of Eagan Issued a permit for a similar plan based on a taster plan? a s _No If yes, date and address of master plan: 5 IRA* Licensed Plumber: 19iN / .�L /���� 0 A VVr- V19A q Phone: 7 0�- Mechanical Contractor: Phone: Sewer & Water Contractor: Phone: CALL BEFORE YOU DIG. Call Gopher State One Call at (661) 464-0002 for protection against underground utility damage. Call 48 hours before you Intend to dig to receive locates of underground utilities. mmm 000herstateone -all org 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 #e Applicant's Inted Name Appl cant's Sig re Page 1 of 3 DO NOT WRITE BELOW THIS LINE _ Foundation Fireplace Single Family Porch (3- Saason) Storm Damage ,_ Oarage _Porch (4 -Season) _ Deck (- Season) _ Exterior Alteration (Single Family) 01 of — PleX Porch (ScreenlGazebolPergola) Lower Level Pool Exterior Alteration (Multi) _ ._ Accessory Building Miscellaneous W S New Addition _ Alteration Replace ..__ Retaining Wall DESCRIPTION Valuation Plan Review (25 % 100 %_\� Census Code # of Units -# of Buildings Type of Construction Interior Improvement — Move Building _ Fire Repair _„_ Repair _ Siding Demolish Building* _ Reroof _ Demolish Interior _ Windows _ Demolish Foundation _ Egress Window _ Water Damage 'Demolition of entire building – give PCA handout to applicant Occupancy Code Edition Zoning Stories Square Feet Length Width 7 !0o tings (New Buildigng) Footings (Deck) Footings (Addition) Foundation Drain Tile Roof: —Ice & Water ,_Final Framing Fireplace: --�Rough In Y;,Air Test Final Insulation . Sheathing Sheetrock Reviewed By: RESIDENTIA FEEa Base Fee Surcharge Plan Review MCES SAC City SAC Utility Connection Charge S &W Permit & Surcharge Treatment Plant Copies TOTAL MCES System SAC Units City Water Booster Pump PRV Fire Sprinklers Meter Size: Final / C.O. Required Final/ No C.O. Required OHVAC _ Gas Service Test Gas Line Air Test ther: Pool: _Footings .j►ir /Gas eats ,_Final Siding: _Stucco Lath , Sto a Brick Windows Retaining Wall: Footings Backfiil _ _Final Radon Control Erosion Control Inspector 10� 0oa- New Construction Energy Code Compliance Certificate Per N1101.8 Building Certificate. A building certificate shall be posted Ina permanently visible location inside the building. 'fhe certificate shall be cotnpleted by the builder and shall list information and values of corn onenis listed in'rabb- NI 101,8. Date Certificate Posted Mailing Address orthe Dwelling or Dwelling Unit 3527 SAWGRASS TRAIL i City EAGAN Name of Residential Contractor hIN License Number THERMAL ENVELOPE RADON SYSTEM Insulation Location O l o .o is O ti F 41 Type: Check All That Apply X Passive (No Fan) z oy,jyo z o X w iE U U O tc tj ° O k y 2 > o .0 1 ;� rx g � o r2 Active (With fart and inananeter or other system monitoring device) Other Please Describe Here Below Entire Slab: X Foundation Wall 10 INTERIOR Perimeter of Slab on Grade.: X .. Rim Joist (Foundation) 10 INTERIOR Rim Joist: (1't: Floor+) `. 10 INTERIOR' wall. 21 Ceiling, flat 44 Ceiling, vaulted 44 Bay. Winddws or cantilevered areas . .. 38 21 .10 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 floor) U: 10.29 1 Not applicable, all ducts located in conditioned space Solar Heat Gain Coefficient (SHGC): 10.29 r -8 JR -value MECHANICAL SYSTEMS Make -up Air Select aTjpe Appliances Heating System Domestic Water Heater Cooling System X Not required per mech. code FuelType Natural Gas. Natural Gas Electric Passive hinnufacturer Lennox AO Smith Lennox Powered Model ML193UH090P36C .. GPVH50N: 13ACX- 036 -230' Interlocked with exhaust device. Describe: Rating or Site Input in BTUS: 86 000 Capacity in Gallons: 5u Output in Tons: 3 Other, describe: Structure's Calculated Heat Loss: 72,623 HCA GAin. 27,826 Location of duct or system: Efficiency AF UE or HspHa 93 SEER: 13 Calculated coolie fond: 33,800 Cfm's PLAN 4009 " round duct OR Mechanical Ventilation System Describe any additional or combined heating or cooling systems if installed: (e.g. two furnaces or air source heat pump with gas back -up furnace): Select Type " metal duct Combustion Air Select a Type Not required per mech. code X Passive - Heat Recover Ventilator (HRV) Capacity in cfms: Hi h: Other, describe: Energy Recover Ventilator (ERV) Capacity in cfms: tf..s High: Location of duct or system: Mechanical Room X Continuous exhausting fan(s) rated capacity in cfms: ot low, to tal 90cfm Location of fan(s), describe: lOwners bath, Main Bath Cfm's Capacity continuous ventilation rate in cfms: 9p 6" Insulated Flex Total ventilation (intermittent + continuous) rate in cfms: 1465 " metal duct Created by BAM version 052009 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: Peaked roof with manufactured trusses 24" O.C. Roof vents Shingles 15# felt 1/2" sheathing Blown insulation R -44 Plan Reviewed: Information Submitted: Annotated architectural drawings including: 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 Window, Door Frame, Perimeter and Other Seals: All window and door openings are to be caulked Compliance with STC Requirements: Average window /wall area for exterior wall: �3 ! 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: All exterior ducts will have bends as required by the ordinance Summary: 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 Other Exterior Wall Penetrations: Review Completed (date): Review Completed by: Tom Tamte Sill sealer between plates and blocks -- wrightsoft% Project Summary Entire House Elander Mechanical Inc. 591 Citation Drive, Shakopee, MN 55379 Phone: 952 - 4454692 Fax: 952. 445.7487 ' 0 1111 / 9 �o�tt J Y rcSS f ✓ ct i For: 3 1 Notes: rIAJ . A+ /G : 3 y, 9"14 . 37 Design Information Weather: Minneapolis -St. Paul, MN, US Winter Design Conditions Outside db -15 OF Inside db 70 OF Design TD 85 OF Heating Summary Structure 51506 Btuh Ducts 2977 Btuh Central vent (90 cfm) 8164 Btuh Humidification 9977 Btuh Piping 0 Btuh Equipment load 72623 Btuh Infiltration 93 AFUE Heating input Method Simplified Construction quality Temperature rise Tight Fireplaces 1556 cfm 1 (Tight) Job: 4009 Eagan Date: September 5, 2012 By: Scott Summer Design Conditions Outside db 88 OF Inside db 72 OF Design TD 16 OF Daily range M Relative humidity 50 % Moisture difference 33 gr /lb Sensible Cooling Equipment Load Sizing Structure Heating Cooling Area (ft2) 3874 3874 Volume (113) 22644 22644 Air changes /hour 0.35 0.35 Equiv. AVF (cfm) 132 132 Heating Equipment Summary Make Lennox Use manufacturer's data /swing Trade MERIT 90 Btuh Model ML193UH090P36C -* GAMA ID 4119046 ton Efficiency 93 AFUE Heating input 88000 Btuh Heating output 83000 Btuh Temperature rise 50 OF Actual air flow 1556 cfm Air flow factor 0.029 cfm /Btuh Static pressure 0 in H2O Space thermostat Job: 4009 Eagan Date: September 5, 2012 By: Scott Summer Design Conditions Outside db 88 OF Inside db 72 OF Design TD 16 OF Daily range M Relative humidity 50 % Moisture difference 33 gr /lb Sensible Cooling Equipment Load Sizing Structure 24214 Btuh Ducts 1061 Btuh Central vent (90 cfm) 1527 Btuh Blower 1024 Btuh Use manufacturer's data /swing 33800 Btuh Rate multiplier 1.00 ton Equipment sensible load 27826 Btuh Latent Cooling Equipment Load Sizing Structure 3850 Btuh Ducts 182 Btuh Central vent (90 cfm) 1942 Btuh Equipment latent load 5973 Btuh Equipment total load 33800 Btuh Req. total capacity at 0.70 SHR 3.3 ton Cooling Equipment Summary Make Lennox Trade 13ACX SERIES - RFC Cond 13ACX- 036 - 230"13 Coil C33 -43" ARI ref no. 3660944 Efficiency 11.0 EER, 13 SEER Sensible cooling 24360 Btuh Latent cooling 10440 Btuh Total cooling 34800 Btuh Actual air flow 1160 cfm Air flow factor 0.046 cfm /Btuh Static pressure 0 in H2O Load sensible heat ratio 0.82 Bold/italic values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 8th Ed. ,:^ -fi - wrightsatrt- Right - Suite® Universal 8.0.04 RSU13410 ACCA ... H. ElanderlDesktoplWrightsoft Heat Loss)Lennar 4009 Eagan.rup Calc = MJ8 Front Door faces: 2012- Sep-05 09:55:40 Page 1 9,_. Component Constructions Job: 4009 Eagan wrightsoft p Date: September 5, 2012 Entire House By: Stott Elander Mechanical Inc. 591 Citation Drive, Shakopee, MN 55379 Phone: 952. 445.4692 Fax: 952.445 -7467 ® • ct Inform6tion, For: Design Conditions 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 /Ib) 54.5 32.7 Dry bulb ( °F) -15 88 Infiltration: Daily range °F) - 19 (M) Method Simplified Wet bulb (° ) - 71 Construction quality Ti ht Wind speed (mph) 15.0 7.5 Fireplaces 1 Tight) Construction descriptions Or Area U -value Insul R Htg HTM Loss Clg HTM Gain it- Btuh11R ^F flL °F /Btuh StUNIF Stull BtutUtt- sluh Walls 12F -Osw: Frm wall, vnl ext, r -21 cav Ins, 1/2" gypsum board Int fnsh, n 545 0.065 21.0 5.52 3011 1.08 590 2 "x6" wood frm a 334 0.065 21.0 5.52 1844 1.08 361 5 689 0.065 21.0 5.52 3806 1.08 746 w 577 0.065 21.0 5.52 3190 1.08 625 all 2145 0.065 21.0 5.52 11852 1.08 2322 15B- 10sfc -8: Bg wall, light dry soil, concrete wall, r -10 ins, 8" thk n 320 0.050 10.0 4.25 1360 0 0 e 400 0.050 10.0 4.25 1700 0 0 s 320 0.050 10.0 4.25 1360 0 0 w 332 0.050 10.0 3.68 1220 0 0 all 1372 0.050 10.0 4.11 5640 0 0 Partitions 12F -Osw: Frm wall, r -21 cav ins, 1/2" gypsum board int fnsh, 2 "4" 430 0.065 21.0 5.52 2373 0.60 258 wood firm Windows Stonehaven: VINYL Insulated Glass Double Hung; NFRC rated n 23 0.290 0 24.6 567 10.1 232 (SHGC =0.29) s 24 0.290 0 24.6 592 18.1 434 w 152 0.290 0 24.7 3741 31.7 4805 w 68 0.290 0 24.6 1676 31.7 215U all 267 0.290 0 24.7 6576 28.6 7624 Stonehaven: VINYL Insulated Glass Double Hung; NFRC rated a 127 0.290 0 24.6 3135 28.9 3670 (SHGC =0.26) s 17 0.290 0 24.6 421 16.7 285 all 144 0.290 0 24.6 3556 27.4 3956 Stonehaven: VINYL Insulated Glass Double Hung; NFRC rated w 41 0.290 0 24.6 1006 32.6 1330 (SHGC =0.30) Doors 11JO: Door, mtl fbrgi type a 21 0,600 6.3 51.0 1071 16.7 351 n 20 0.600 6.3 51.0 1041 16.7 341 all 41 0.600 6.3 51.0 2112 16.7 692 -FI4- wrilghtstaft- Right- Suite® Universal 8.0.04 RSU13410 2012- Sep -05 09:55:40 ACCK ... H. ElandeADesktop%Wrightsoft Heat Loss\Lennar 4009 Eagan.rup Calc = MJ8 Front Door faces: Page 1 Ceilings 16 R -44ad: Attic ceiling, asphalt shingles roof mat, r -44 ceil Ins 518" gypsum board int fnsh Floors 20P -38c: Fir floor, fret fir, 12" thkns, carpet fir fnsh, r -5 ext ins, r -38 cav ins, amb ovr 20P -38c: Fir floor, frm fir, 12" thkns, carpet fir fnsh, r -5 ext ins, r -38 cav ins, gar ovr 20P -38v: Fir floor, frm fir, 12" thkns, vinyl fir fnsh, r -5 ext ins, r -38 cav ins, gar ovr 20P -38w: Fir floor, frm fir, 12" thkns, hrd wd fir fnsh, r -5 ext ins, r -38 cav Ins, amb ovr 21 A -32t: 6g floor, heavy dry or light damp soil, 8' depth 1642 0.022 44.0 1.87 3071 0.91 1494 66 0.030 38.0 2.55 168 0.34 22 380 0.030 38.0 2.55 969 0.34 129 42 0.030 38.0 2.55 107 0.34 14 24 0.030 38.0 2.55 61 0.34 8 1196 0.020 0 1.70 2033 0 0 wri9Fttsoft- Right - Suite@ Universal 8.0.04 RSU13410 2012- Sep -05 09:55:40 if^i� ... H. ElanderTesktoplWrightsoft Heat LossWenner 4009 Eagan.rup Calc = MJ8 Front Door faces: Page 2 UQ (43 a to r 1 9..: W .� F- X ii cq N 1 cy M Z p 4) c ir O ❑ N Q © a a p U LU 9:O a o M z v O n ri M 8 8 O Q o �' "2 z �' 0 _ 0 W m tt0i„ Q J m m m co 0 CI Y m� Q' to 0 o v x X CO O co N pp •= ti X N X °v X °m X v X X r x x M r M �d C7 •� to p-- O O U) V) Q U) x w z w z w z w z W z w z w z w z w z w z w z w z w z p Ur Q U) W m O Z O Z O z O Z O z 0 z 0 z 0 z 0 z 0 z 0 z 0 z 0 z NM af Q O (n Q c7 vi U) ` cli a te¢ Z u> 1- M W 0 .: w a Q a U) u> 4) o x l0 R a a .r` ►�- O u) g Q N ° a C a +�+ .0 d LL G, v a C7 U) U) w U a M W In .2- fn fA H W cq m co � o to (� M M It Cn co U F- M ir M M O M h Ga Z Q 0 V) O c°o m F- ~ Q IV) t i Q 0 co �. J O U` O F U F- j C7 U C7 C7 Q LU Q } ¢ `� `� C9 O U g u) ¢ Q J Z Cn (� Q Z a. Zz "� W Z LL O J G O 41 z = t{�C�- t_ ! O Q? w d_ Z W Z S Z S Z S t- A Q� Z W C7 m G.; � •C� '. Z CO 2 CO X Cn X LL Y W Q U) X LL Z Cn O to Z U) Z (0) x 4. O O ,n O O ^Z V Z .. _ p ' O N O N Q N N N Q '� Q N O N O N ¢ N Q N O N Q N Z ik xk qk qk 9k :k fl 9k Xk 4k i! M c Z G Q Z Z N O N p N N N N O O N a J r0 CU i U) CO U) N N U) N N U) M U) m M N a. tutriW L d C ". w y •; N M N o 0 r 0 0 co r d o0 N 0 0 -, ccR L ct d `L L 4I a Q ��' O ; ;. � o x N x �n x ti] x ��j ca x t0 x lD x to x M x i(7 x N X . G ZS '.T ^ M t% ,7 — N �. 'L :; -O M — M O M b N - M Q In C4:, M (D M M M N U •¢ v a. 0) Ventilation, Makeup and Combustion Air Calculations Submittal Form For New Dwellings These blank submittal.forms and instructions are available at the City of ted in website and at City Hall. The completed form must be submit duplicate at the time of application of a mechanical permit for new construction. Additional forms maybe downloaded and printed at: Site address S-A w in, Date 9- Contractor �A Completed G rt 2'f rrrsaa Ru 7T^ Section A Ventilation Quantity (Determine quantity by using Table N1104.2 or Equation 11 -1) Square feet (Conditioned area including (� Basement — finished or unfinished) �U Total required ventilation Number S 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 12c) .5'r Conditioned space (in Total/ Total/ Total/ 4 Total/ 5 6 Total/ Total/ sq;,ft) 1000,1500 continuous 60/40 continuous continuous continuous continuous continuous 1501 =2000 70/40 75/40 85/43 90/45 100 /50 105/53 120/60 135/68 2001;2500 80/40 95/48 110/55 115/58 125/63 130/65 145/73 140/70 155/78 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 35014000 110/55 125/63 140/70 155/78 170/85 185/93 4001 =4500 120/60 135/68 150/75 165/83 180/90 195/98 4501= 5!)00. =5500 130/65 145/73 160/80 175/88 190/95 205/103 5001 5501 6000 140/70 155/78 170/85 185/93 200/100 215/108 150/75 165/83 180/90 195/98 210/105 225/113 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-7 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:ISAFETYWMVent- makeup -comb air submittal (2).docx Page 1 of 6 Section B Ventilation Method (Choose either balanced or exhaust only) Balanced, URV (Heat Recovery Ventilator) or ERV (Energy Recov- I Exhaust only P. e-' C"'/' /Q1✓ ery Ventilator) — cfm of unit in low must not exceed continuous venti- Continuous fan rating in cfm lation rating by more than 100%. low cfm: High cfm: Continuous fan rating in cfm (capacity must not exceed rl Gch"' continuous ventilation rating by more than 1005) ` 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 cfm 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 lorger fan that is operated a percentage of each hour. Section C Ventilation Fan Schedule Description Location Continuous Intermittent 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: Thefan that is chose for continuous ventilation must be equal to or greater than the low cfm 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 control of the continuous and I 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 exhaust fans are used for building ventilation, describe the operation and location of any controls, indicators and legends, if on ERV orW 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) 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) icon "!=Oita rnv% lcyuncuf Page 2of6 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 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 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 calculatlons One or multiple power One or multiple fan- One atmospherically vent Multiple atmospherical - vent or direct vent ap- assisted appliances and gas or oft 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 b) conditioned floor area (sf) (including p� �J unfinished basements) Estimated House infiltration (cfm): (Za 5%5- xib: 2. Exhaust Capacity a) continuous exhaust -only ventilation system. (cfm I, (hot applicable to ba- U lanced.ventiation systems such as HRV) b) clothes dryer (cfm) 135 135 135 135 c) 80% of largest exhaust rating (cfm); K 3t?C) c Kitchen hood typically (not applicable if recirculating system ^ �� or if powered makeup air is electrically DC 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 pp Interlocked and matched to exhaust) Total Exhaust Capacity (cfm); + L/ [2a ±2b +2t 2d) . 3: Makeup Air Quantity (cfm) a) total exhaust capacity (from above) b) estimated house infiltration (from J 7 above Makeup Air Quantity (cfm); f 3a — 3b] (if value is negative, no makeup air is J needed) 4. For makeup Air Opening Sizing, refer ^ , to Table 501.4.2 / V 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 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. 0. Powered makeup air shall be electrically interlocked with the largest exhaust system. Sections F Combustion air One or multiple power vent, direct vent ap- pliances, or no combus- tion appliances Column A One or multiple fan- assisted appliances and power vent or direct vent appliances Column B One atmospherically vented gas or oil ap- pliance or one solid fuel appliance Column C Multiple atmospherically vented gas or oil ap- pliances or solid fuel appliances Column 0 Duct di- ameter Passive opening 1 -36 1 -22 1 -15 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 -13S 62 -83 8 Passive opening w /motorized damper 318 -419 196 -258 136 -179 84 -110 9 Passive opening w /motorized damper 420 — 539 259 —332 180 —230 111-142 10 Passive opening w / motorized damper 540 -679 333 -419 231 -290 143 -179 11 Powered makeup air >fi79 >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. 0. 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 16, /lox 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 IFGCAppendix E, Worksheet F-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. Page 4 of 6 Directions - The Minnesota Fuel Gas Code method to calculate to size of a required combustion air opening, is called the l(nown Air Infiltration Rate Method. For new construction, 4b of step 4 is required to be filled out. IFGC Appendix E, Worksheet f -1 Residential Combustion Air Calculation Method (for Furnace, Boiler, and /or Water Heater in the Same Space) Step 1: Complete vented combustion appliance information- Furnace/Boller: _ Draft Hood Fan Assisted )Direct Vent Input: Btu /hr or Power Vent Water Heater: !/�� _ Draft Hood X Fan Assisted _ Direct Vent Input: "1©, 000 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: �, �O ft' LxWxH L W H Step 3: Determine Air Changes per Hour (ACH)1 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 /fir Use Standard Method column in Table E -1 to find Total Required TRV: ft' 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 APPLIANCES) Total Btu /hr input of all fan - assisted and power vent appliances Input: 1r2, j2c& Btu /hr Use Fan - Assisted Appliances column In Table E -1 to find RVFA: _ 3, d4cJ ft' 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 = + = 3,020 TRV ft, If CAS Volume (from Step 2) is greater than TRV then no outdoor openings are needed. If CAS Volume (from Ste 2 ) is less than TRV then go to STEP 5. Step 5: 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) i / 3 Dail _ Step 6: Calculate Reduction Factor (RF). Ratio= ci7 7 7Z RF =1 minus Ratio RF =1- 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: fd-d Btu /hr (EXCEPT DIRECT VENT) Combustion Air Opening Area (CAOA): Total Btu /hr divided by 3000 Btu /hr per in CAOA = (/D p Ott / 3000 Btu /hr per in2 = �• 33 inz Step 8: Calculate Minimum CAOA. Minimum CAOA = CAOA multiplied by RF Minimum CAOA = 73.33 x -128 = 3, 73 inz step 9: Calculate Combustion Air Opening Diameter (CAOD) CAOD = 1.13 multipged by the square root of Minimum CAOA CAOD = 1.13 V Minimum CAOA = °? 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 G304. Page 5 of 6 YQ Oz ■ e ■ r, ■ ■ ■ LOT SURVEY CHECKLIST FOR RESIDENTIAL BUILDING PERMIT APPLICATION PROPERTY LEGAL: DATE OF SURVEY: LATEST REVISION: U Q DOCUMENT STANDARDS 0 • Registered Land Surveyor signature and company ❑ • Building Permit Applicant 0 • Legal description 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 ❑ • Street name 0 • Driveway (grade & width - in R/W and back of curb, 22' max.) ❑ • Lot Square Footage ❑ • Lot Coverage 7Ii7/>2. FAM�� ELEVATIONS Existing AA❑ ❑ • Property corners , ❑ ❑ * 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 '0 ❑ ❑ . Waterways (pond, stream, etc.) Proposed ❑ ❑ • Garage floor ❑ ❑ ❑ • Basement floor ❑ ❑ ❑ • Lowest exposed elevation (walkout/window) ❑ 0 ❑ • Property corners ❑ © ❑ ❑ • Front and rear of home at the foundation PONDING AREA (if applicable) ❑ ❑ • Easement line ❑ ❑ • NWL ❑ 0 • HWL ❑ © ❑ • Pond # designation ❑ � 0 • Emergency Overflow Elevation ❑ �( ❑ • Pond/Wetland buffer delineation Y (5) . Shoreland Zoning Overlay District Y • Conservation Easements DIMENSIONS �J ❑ ❑ Lot lines /Bearings & dimensions ❑ ❑ • Right -of -way and street width (to back of curb) ❑ ❑ • Proposed home dimensions including any proposed decks, overhangs greater than 2', porches, etc. 'z (i.e. all structures requiring permanent footings) ❑ ❑ • Show all easements of record and any City utilities within those easements ❑ ❑ • Setbacks of proposed structure and adevard setback of adjacent existing structures ❑ 0 • Retaining wall requirements: By: Date / Z Reviewed G: /FORMS /Building Permit Application Rev. 11 -26 -04 P12NEERengineering CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITECTS 2422 Enterprise Drive, Mendota Heights, MN 55120, Phone: (651) 681 1914 Fax: (651) 6819488 - Pioneereng.com Certificate of Survey for: LENNAR HOMES ,06 ADDRESS: 3527 SAWGRASS TRAIL, EAGAN, MN BUYER: INV MODEL: 4009 ELEVATION: D3 LOT AREA =10263 SF q- ",Rm!rnum SIO 99 HOUSE AREA =1890 SF PORCH AREA =158 SF 0+ .pining Wall Wig DRIVEWAY AREA =975 SF Eta �; tia aired SIDEWALK AREA =35 SF pro R6 COVERAGE =29.8 % BUILDING COVERAGE =18.4% 1�J1' '� A BENCH MARK: C TOP OF SPIKE ELEV.= 900.95 r- x e 2 X N \ 00 .00 J'-4 �Z c^V W5 (899.1) 01 � �•�IE699.6 - -- - - - - -- 902.3 o I PROPOSED PR 04DE AtiI) ij11INTAII' INLET PROTECTION UNTIL - BENCH MARK: TOP of SPIKE FINAL TURF IS ESTABLISHED ELEV.= 902.03 ., Ln L 0 N p O N 70 r, n� i i I I I II II N89019'32 "E 131.84 $„ J 9 EAUAN UNGLN NU BENCH MARK: TOP NUT HYDRANT LOTS 7 -8 BLK 1 ELEV= 908.19 NOTE: ADD FOUNDATION LEDGE AS REQUIRED NOTE: GRADING PLAN BY PIONEER ENGINEERING LAST DATED 6/11/11 WAS USED TO DETERMINE THE PROPOSED ELEVATIONS SHOWN ON THIS CERTIFICATE. NOTE: PROPOSED BUILDING DIMENSIONS SHOWN ARE FOR HORIZONTAL LOCATION OF STRUCTURES ON THE LOT ONLY. CONTACT BUILDER PRIOR TO CONSTRUCTION FOR APPROVED CONSTRUCTION PLANS. NOTE: NO SPECIFIC SOILS INVESTIGATION HAS BEEN PERFORMED ON THIS LOT BY THE SURVEYOR. THE SUITABILITY OF SOILS TO SUPPORT THE SPECIFIC HOUSE PROPOSED IS NOT THE RESPONSIBILITY OF THE SURVEYOR. LOWEST ALLOWABLE FLOOR ELEVATION :896.6 HOUSE ELEVATIONS : (PROPOSED) /ASBUILT LOWEST FLOOR ELEVATION : (896.9) TOP OF FOUNDATION ELEV. ; (904.9) GARAGE SLAB ELEV. ® DOOR : (904.6) T.O.F. ELEVATION ® LOOKOUT : (900.1) NOTE: THIS CERTIFICATE DOES NOT PURPORT TO SHOW EASEMENTS OTHER THAN THOSE SHOWN ON THE RECORDED PLAT. X 000.00 DENOTES EXISTING ELEVATION ( 000 NOTE: CONTRACTOR MUST VERIFY DRIVEWAY DESIGN. .00 ) DENOTES PROPOSED ELEVATION DENOTES DRAINAGE FLOW DIRECTION NOTE: BEARINGS SHOWN ARE BASED ON AN ASSUMED DATUM DENOTES SPIKE WE HEREBY CERTIFY TO LENNAR HOMES THAT THIS IS A TRUE AND CORRECT REPRESENTATION OF A SURVEY OF THE BOUNDARIES OF: LOT 2, BLOCK 1, STONEHAVEN 2ND ADDITION DAKTOA COUNTY, MINNESOTA IT DOES NOT PURPORT TO SHOW IMPROVEMENTS OR ENCROACHMENTS, EXCEPT AS SHOWN, AS SURVEYED BY ME OR UNDER MY DIRECT SUPERVISION THIS 16TH DAY OF JULY, 2012. SCALE : 1 INCH = 30 FEET 111195028 SIGNED: P NEER ENGINEERING, P.A. eY: Peter J. Hawkinson License No. 42299 PERMIT City of Eagan Permit Type:Plumbing Permit Number:EA108804 Date Issued:01/14/2013 Permit Category:ePermit Site Address: 3527 Sawgrass Tr W Lot:2 Block: 1 Addition: Stonehaven 2nd PID:10-72701-01-020 Use: Description: Sub Type:e - Water Softener Work Type:New Description:Water Softener Meter Size Meter Type Manufacturer Serial Number Remote Number Line Size Comments:Bob Sable 5242Quebec Ave N. New Hope, Mn 55428 763-535-4694 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 Corporation 16305 36th Ave N Minneapolis MN 55446 Bob Sable Services 5242 Quebec Ave N New Hope MN 55428 (612) 534-6526 Applicant/Permitee: Signature Issued By: Signature C!tyofaan Address: 3527 Sawgrass Tr W Zip: 55123 Permit #: 106802 The following items were / were not completed at the Final Inspection on: / 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: G:\Building Inspections\FORMS\Checklists Use BLUE or BLACK Ink r For Office Usei Permit I 1 Ran City of EaRd Permit Fee: 3830 Pilot Knob Road I I Eagan MN 55122 r> n` Date Received: l Phone: (651) 675-5675 'v I I I Fax: (651) 675-5694 I Staff: rv) ,l 2013 RESIDENTIAL BUILDING PERMIT APPLICATION Date: J 1 t 1 ~13 Site Address: 3 J -7 Unit Name: A, v, Li t Phone: Resident/ Owner Address / City / Zip:5~1 Applicant is: Owner Contractor ~r ~as S. r Type of Work Description of work: i , , P~~~L da~L Construction Cost: ( e c~ Multi-Family Building: (Yes /No 1<' ) Company: 1~,.kx is Contact: k 1 Contractor Address: a.~~::~ l`?Y ~ Lti"T City: Csa ~ ~~G I State: R~1 Zip: Phone: ~ - y License 12C a L 3 k-4 Lead Certificate If the project is exempt from lead certification, please explain why: (see Page 3 for additional information) 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 stibmit 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. 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.org 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. - -4,-- X\ x C, L.&Ld <C, t i_( fC-7 u x , L.,td v~,l!~- Applicant's Printed Name Applicant's Signature Page 1 of 3 DO NO WR14 BELOW THIS LINE 111013 SUB TYPES - Foundation Fireplace Porch (3-Season) _ Exterior Alteration (Single Family) Single Family - Garage Porch (4-Season) _ Exterior Alteration (Multi) Multi - Deck Porch (Screen/Gazebo/Pergola) _ Miscellaneous 01 of _ Plex Lower Level Pool 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 OCR Occupancy ?A G 'l MCES System Plan Review Code Edition 4107 SAC Units (25%_ 100%0_ Zoning PD City Water Census Code L13 y Stories 1 Booster Pump # of Units / Square Feet / Q PRV # of Buildings Length /tf Fire Sprinklers Type of Construction Width - c 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 VY6 Framing Siding: -Stucco Lath -Stone Lath -Brick -AC Fireplace: -Rough In -Air Test -Final Windows Insulation Retaining Wall: _ Footings _ Backfill Final Sheathing Radon Control Sheetrock Erosion Control Reviewed By: zx_ , Building Inspector RESIDENTIAL FEES l 0 *1 a ~ ~~$d Base Fee Surcharge Plan Review 21 - ~O 7 MCES SAC City SAC Utility Connection Charge S&W Permit & Surcharge Treatment Plant Copies TOTAL Page 2 of 3 P1 NEERengineering 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 sf' Certificate of Survey for: LENNAR HOMES/ t)e ADDRESS: 3527 SAWGRASS TRAIL, EAGAN, MN BUYER: INV MODEL: 4009 ELEVATION: D3 LOT AREA =10263 SF MRmInium SIOPS9 HOUSE AREA =1890 SF PORCH AREA =158 SF o1 ;ya . lniflg Wall Wla DRIVEWAY AREA =975 SF E3 'tequlred SIDEWALK AREA =35 SF O Ft•6 0 COVERAGE =29.8 % 1 \ BUILDING COVERAGE =18.4% ' BENCH MARK: TOP OF SPIKE A 10 ELEV.=900.95 , 1p1` t y:s~a .i® J~J ~rJ \Aro 1 1~ Olk ~O: a~Zl ~ 1 i ~ 101. 0 U' ~ 90210 ~ 1N~I~~ 891 • , 40.17 N X~ 1 I~ N \ X , x 89& 4 6.00 01 N --30.5- 1 tO0 N mS (A 0 898.7 _ I S . 1 C~•~ I p r _3.83 1 a tC~O \ O TI C M V 0 N I^ A A Cf I 901.8 I 2 0) 1 C) lb 7 G7 I v -<0 - ♦ 1 \ \ 1.6°7 1901.9 I / ~ 00 ~ 36.33 sot. I 1 ; d I ~ I h T- rn - c I Lr) 01 $ !L ^ 59' 40. g (899.1 .7 35.16 ~i o I c~ _ ) I ^899.6 9023 v p l PROPOSED i d lI I I 01 1 E p I 'f + I 11 PR04DE AND N1 AlNTAII~ ~ c INLET PROTECTION UNTIL BENCH MARK` FINAL TURF IS ETABLISHED TOP OF SPIKE ELEV.=902.03 N89°19 32"E 131.84 B BY. GIN EWUNG Ul~-r"T. CiAN 1r.N BENCH MARK: / TOP NUT HYDRANT LOTS 7-C)j !3 ELEV.= A DO FOUNDATION LEDGE AS REQUIREDwl~ DH, 'TIONS DIVISION LOWEST ALLOWABLE FLOOR ELEVATION :$96.6 NOTE: GRADING PLAN BY PIONEER ENGINEERING LAST DATED 6/11/11 WAS USED . TO DETERMINE THE PROPOSED ELEVATIONS SHOWN ON THIS CERTIFICATE. HOUSE ELEVATIONS : (PROPOSED)~ASBUILT NOTE: PROPOSED BUILDING DIMENSIONS SHOWN ARE FOR HORIZONTAL $96.9 LOCATION OF STRUCTURES ON THE LOT ONLY. CONTACT BUILDER PRIOR TO LOWEST FLOOR ELEVATION CONSTRUCTION FOR APPROVED CONSTRUCTION PLANS. TOP OF FOUNDATION ELEV. (904.9 NOTE: NO SPECIFIC SOILS INVESTIGATION HAS BEEN PERFORMED ON THIS LOT 904.6 / BY THE SURVEYOR. THE SUITABILITY OF SOILS TO SUPPORT THE SPECIFIC GARAGE SLAB ELEV. ® DOOR . HOUSE PROPOSED IS NOT THE RESPONSIBILITY OF THE SURVEYOR. T.O.F. ELEVATION ®LOOKOUT : (900.1 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 DENOTES SPIKE WE HEREBY CERTIFY TO LENNAR HOMES THAT THIS IS A TRUE AND CORRECT REPRESENTATION OF A SURVEY OF THE BOUNDARIES OF: LOT 2, BLOCK 1, STONEHAVEN 2ND ADDITION DAKTOA COUNTY, MINNESOTA IT DOES NOT PURPORT TO SHOW IMPROVEMENTS OR ENCROACHMENTS, EXCEPT AS SHOWN, AS SURVEYED BY ME OR UNDER MY DIRECT SUPERVISION THIS 16TH DAY OF JULY 2012. NOTE: REVISED: SIGNED: P NEER ENGINEERING, P.A. 7 17 12 STAKE HOUSE SCALE : 1 INCH = 30 FEET BY: 7299 111195028 Peter J. Hawkinson License No. 42299 Larson Associates, Inc. Architects and Engineers 2381 Eaken Avenue N.E. Buffalo, Minnesota 55313 Tel. (763) 682-9530 larson.jecl@gmail.com RECEIVED JUN 2 8 2013 June 27, 2013 Mr. Curt Johnson Curt's Custom Decks, Inc. 2935 194th Lane NW Oak Grove, MN 55011 Re: 3527 Saw Grass Trail Wesi 1/ 0/ Eagan, Minnesota Permit No. EA 111013 Dear Curt: As requested I have reviewed a framing detail for the above referenced project to determine if it is structurally adequate. The situation pertains to a floor beam at the 14' x 14' screen porch addition. At the side walls of the porch the roof bears on double 11 7/8" LVL headers which span from the outer comers to the house wall, where they bear on one 2x4 king stud and two 2x4 trimmer studs. Directly below those studs is a double 2x10 floor beam which bears into the lower level exterior wall. The question is whether or not the point load from the roof beam will overstress the double 2x10's in shear or crushing. I calculated the roof load to the triple studs to be 3,150 lbs. Since the load is tight to the wall and less than the depth of the 2x10's from the wall, the load does not add to the shear stress of the beam. The load does need to be checked for crushing stress in the top of the 2x10's. I calculate that the crushing stress in the top of the 2x10's is 233 psi, which is less than the allowable value for dimensional lumber of 335 psi or greater. Therefore the beam will support the load from the roof without any adverse effect. Please let me know if you have any questions. Sincerely: ed K. Lar -+S`, P.E. ctural Engineer Minnesota Reg. No. 15847 2131161t1 jkl PERMIT City of Eagan Permit Type:Plumbing Permit Number:EA173551 Date Issued:11/16/2021 Permit Category:ePermit Site Address: 3527 Sawgrass Tr W Lot:2 Block: 1 Addition: Stonehaven 2nd PID:10-72701-01-020 Use: Description: Sub Type:Residential Work Type:Alteration Description:Fixtures 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. All tiled shower bases require a water test. Fee Summary:PL - Permit Fee (miscellaneous)$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 - Jeffrey Roslund 3527 Sawgrass Trl W Eagan MN 55123 Sieben Plumbing 18605 Fischer Ave Hastings MN 55033 (651) 343-6298 Applicant/Permitee: Signature Issued By: Signature