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1439 Wellington Way
M 1 abn l r s-7 ' PI ~ DODO loo.© Use BLUE or BLACK Ink i a ooi3 [00. 1 -For Office Use I City of Ea ~~Il r 7, 17 i i Permit # Permit Fee. b~ 3830 Pilot Knob Road Eagan MN 55122 Date Received: Phone: (651) 675-5675 1 /Z Fax: (651) 675-5694 1 Staff: /1 K-7 I S 2013 RESIDENTIAL BUILDING PERMIT APPLICATION Date: _ 11-0 6 3 Site Address: Kgq 4oLJA. Unit I Name: -Tbll~ L Phone:(ns 3b5~ b~ Resident/ Owner ' Address / City / Zip: C ~\P&e Lm4 E -T Applicant is: Owner Contractor k '5c t1Y¢ Type of Work Description of work: clztL ` 49, Construction Cost: Multi-Family Building: (Yes /No I Company:'_ 10~ ~Qn~ Contact: F~EIL}*1 Yfe~J.~ Contractor I Address: IA46 5kc,pli chAst }..A~lsi City: C,A.Qgl~l i` State: (h t-A_ Zip:, 55 1 ZZ Phone: (OSI 315 " d(0 I, License _VSC4~ ;1-,(a_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 _kNo If yes, date and address of master plan: Licensed Plumber: t IyG p`ity1% G Phone: 63- 10AA - l (A_ Mechanical Contractor: lR >M c p~ t Phone: 1 6-3 - {441o « 3 4J Sewer & Water Contractor: Phone: let -434 I 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 x 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. Call 48 hours before you intend to dig to receive locates of underground utilities. www.aopherstateonecall.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 fora 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. r Applicant's Printed Name Appli nt's Signature Page 1 of 3 44 1439 we-I w 06 DO NOT WRITE BELOW TZLINE 1 d 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 r Valuation Occupancy MCES System Plan Review Code Edition IM VJ ySAC Units (25%-100%-)0 Zoning City Water Census Code Stories Booster Pump # of Units Square Feet PRV # of Buildings Length It 1111W Fire Sprinklers 9 IV IF Type of Construction Width _ REQUIRED INSPECTIONS Footings (New Building) Meter Size: -4 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 Y Framing Siding: -Stucco Lath Stone Lat -Brick Fireplace: Rough in Air Test Final Windows insulation Retaining Wall: Footings _ Backfill _ Final Sheathing Radon Control Sheetrock Erosion Control Reviewed By: , Building Inspector RESIDENTIAL FEES Base Fee Y 71 Surcharge „ l~d'° t r Plan Review t 23 5-1 MCES SAC 3601 City SAC / / v 0 Utility Connection Charge 1 1 1~e- 1 S&W Permit & Surcharge l ~ ~j / . Treatment Plant 1~1 Copies TOTAL f ~f Page 2 of 3 , New Construction Energy Code Compliance Certificate 001 I Per NI 101.8 Building Certificate. A building certificate shall be posted in a permanently visible location inside [Date CerhScate Posted the building. The certificate shall be completed by the builder and shall list information and values of components listed in Table N1101.8. Mailing Address of the Dwelling or Dwelling Unit -Place Your city logo here 1439 WELLINGTON WAY EAGAN Name of Residential Contractor MN License Number TOLL BROTHERS THERMAL ENVELOPE RADON SYSTEM Type: Check All That Apply Passive (No Fan) 0 Active (With fan and rnonometer or other system nrotWortng device ) a o U °a A Insulation Location o z ~2 ° ; w x o a; U C) W p vii p .a Rt i'i b4 bA F Z w w w° w° a Other Please Describe Here Below Entire Slab Foundation Wall Type in locatio interi xterior or integral Perimeter of Slab on Grade X Rim Joist (foundation) Type in locatio n exterior or integral Rim Joist (L` Flour+) Type in location me ' exterior or integral Wall I x Ceiling, flat x Ceiling, vaulted Bay Windows or cantilevered areas Bonus room over garage x E~L Describe other insulated areas [EC ows & Doors Heating or Cooling Ducts Outside Conditioned Spaces e U-Factor (excludes skylights and one door) U: ) Not applicable, all ducts located in conditioned space eat Gain Coefficient (SHGC): R-value CHANICAL SYSTEMS rMake-up Air Select a Type Appliances Heating System Domestic Water Heater Cooling System Not required per mech. code Fuel Type NATURAL Mtti rq, ELECTRIC Passive. Manufacturer BRYANT BRYANT Powered Model 912SB60100S21 Interlocked with exhaust device. 1J A 113ANA048 Describe: hiput in 100,000 Capacity in Output in 4 TON ; L Other, describe: Rating or Size F31 US Gallons ; Tons: _T En Loss 82 278 Heat 41,341 Location of duct or system: Structure's Calculated Gain: A1'UEor 92% SEER: 13 HSPF% Calculated 46,481 Efficienc coolingloadi Cfm'S- 11 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 heat pump with gas back-up furnace): Not required per mech. code Select Type X - Passive X Heat Recover Ventilator (HRV) Capacity in cfms: Low: 117 High: 189 Other, describe: Energy Recover Ventilator (ERV) Capacity in cfms: Low: High: Location of duct or system: Continuous exhausting fan(s) rated capacity in cfms: 6"' FLEX MECH ROOM Location of fan(s), describe: Cfm's Capacity continuous ventilation rate in cfms: 88 ' FLEX _7 Total ventilation (intermittent + continuous) rate in cfms: El 7:5 " metal duct Created by BAM version 052009 `roll Architecture November 4, 2013 Jon Henson Steeplechase of Eagan - Signatures I 1440 Steeplechase Lane Eagan, MN 55122 RE: Columbia II - TBI Lot #003 low Dear Jon, At TBI Lot #003,1 have reviewed the construction documents for structural integrity. I find no exceptions to the roof framing, floor framing, and foundations including "tall wall" assemblies. Note that the stud framing shown on the construction documents have a maximum deflection criteria of span/180 for all "tall walls" under wind loading per ASCE 7-05. If you have any questions or concerns, please do not hesitate to call. Sincerely, Toll Brothers, Inc. I he cby certify th t Lais plan, sped- licaticn, or re-poi-t w m, pr. spared by rr_; or under my dircl supmision acid i?,at I aTr a du!y Licensed I t, ~ :sc; <~.l't, it^w r ~~de:r the of"- att OF .4 P [int 1Vamc: LISAM. CROSSE -,,Mt rc: ~yd2 :mate L ( `f t License #44835 Lisa M. Grosse, P.E. Assistant Director of Engineering MN License#44835 CC: David Neiss LMG/sy SESG_ltr0055 AO 77045 EASTERN DIVISION 250 Gibraltar Road ■ Horsham, PA 19044 ■ (215) 293-5300 ■ FAX: (215) 293-5314 PHILADELPHIA ■ ORLANDO ■ DALLAS Toll r-Brothers COMPANY AID Ai 11% A 1 IMF ""III /!'/AV'/ IAIVIW'A& IIV%f Date: HEAT-ING COOLING & RADIANT Page: of 16411 Aberdeen St NE . Nam Lake, MN 55304 (76'D) 434-7747 2795 Highway 55 East • Eagan, MN 55121 (651) 452-2025 Project: www.airmechanicaline.com . Ventilation, Makeup and Combustion Air Calculations Submittal Form For New Dwellings These blank submittal forms and instructions are available at the City of Chanhassen website and at City Nall. 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: http:/1www.chchanhassen.mn.usJserv/hu ld.html. Site address 7 3r/ - Date Contractor ! Cam ed J B ~ Section A Ventilation Quantity (Determine quantity by usigg Taalee N1104.2 or Equation 11-1) Square feet (Conditioned area including ~ Basement - finished or unfinished) f Total required ventilation Number of bedrooms Continuous vertiiatior Directions - Determine the total and continuous ventilation rate by either using Table N1104.2 or equation 31-2. The table and equation are below. J Table N1104.2 Total and Continuous Ventilation Rates (in cfm) Number of Bedrooms 1 2 3 (i Conditioned space (in Total/ Total/ Total/ Total/ Total/ Total/ sq. ft.) continuous continuous continuous continuous continuous continuous 1000-1500 0/40 75/40 90/45 105/53 120/00 135/68 1501-2000 70/40 85/43 100/50 115/58 130165 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 110155 125/63 140/70 155/78 170/85 185/93 4001-4500 120/60 135168 150/75 165` 180/90 195/98 4501-5000 130165 145/73 160/80 175/8 8 190/95 205/103 5001-5500 140/70 1-55/78 170/85 185/93 2001100 2151108 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) + j15 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 (H RV) and enemy recovery ventila- tors (ERV) the average hourly ventilation capacity roust be determined inconsideration 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. shalt 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:tSAFETYUKAVent-makeup-comb air submittal (2).docx Page I of 6 Section B Ventilation Method Choose either balancers or exhaust only) Balanced, HRV (Heat Recovery ventilator) or ERV (Energy Recov- Exhaust only ery Ventilator) - cfm of unit in low must not exceed continuous venti- Continuous fan rating in cfm lotion ratio b more than 100%. Low cfm: / High cfm: Continuous fan rating in cfm (capacity must not exceed f o/' continuous ventilation ratio by more than 100%) 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 m airflow trust be equal to or greater than the required continuous ventilation rote 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 .5 t< t 2 X210 ~~41 <J Directions - The ventilation fan schedule should describe what the fen 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 0 X' Ventilation Controls Descri o eration and control of the continuous and intermittent ventilation Directions -Describe the operation of the ventilation system. There should be adequate detaif far 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 ore used forbuilding ventilation, describe the operation and location of any controls, indicators and legends. 1f an ERV or HRV is to be installed, describe haw it will be installed If it will be connected and interfaced with the air handling equipment, please describe such connections as detailed in the manufoctures' 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 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 airopeningtable 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 orsolid fuel appliances are installed, use the appropriate column. ry For existing dwellings, see IMC 501.3.3. Please note, if the makeup air quantity is negative, no additional makeup air will be re- guired for ventilation, if the value is positive refer to Table 501.3.2 and size the opening. Transfer the cfrn, size of opening and type (round, rectangular, flexor rigid) to the last line of section D. The make-up airsupply must be installed per 110C.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 Kk R method for calculations) One or multiple power One or multiple fart- One atmosphercally 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 8 1. a) pressure factor 0.15 0.09 0.06 0.03 (cfmisf) b) conditioned floor area (sf) (including unfinished basements) Estimated House Infiltration (cfm): {1a xlb] 2. Exhaust Capacity a) continuous exhaust-only ventilation system (cfm); (not applicable to 4a- 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 4/90 or if powered makeup air is electrically interlocked and match to exhaust) d) 80% of next largest exhaust rating (cfm); bath fan typically Not l (not applicable if recirculating system or if powered makeup air is electrically Applicable interlocked and matched to exhaust) Total Exhaust Capacity (£fm); r^ 2a+ 2b +2c+ 2d) J 3. Makeup Air Quantity(cfm) J a) total exhaust capacity (from above) b) estimated house infiltration (from --~r above) / J Makeup Air Quantity (cfm); (if a 3b) (if value is negative, no makeup air is needed 4. For makeup Air Opening Sizing, refer 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.) 8. 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: O. 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 far New and Ming Dwelling Table 501.3,2 One or multiple power One or mutttiple fan- One atmospherically Mutriple atmospherically vent, direct vent ap- assisted appliances and vented gas or oil ap- vented gas or oil ap- Duet di- pliances, or no combus- power vent or direct pliance or one solid fuel p] iances or solid fuel ameter t tion appliances vent appliances appliance appliances f Column A Column 8 Column C Column D 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 - 2g 5 Passive opening 110-163 67-100 47-69 29-42 6 Passive opening 164-232 101-143 70-99 43-61 7 -Passive openin 233-317 144-195 100-135 62-83 8 Passive opening 318-419 196-258 136-179 84-110 9 w/motarized 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 alr openings when any atmospherically vented appliance is Installed. D. Powered makeup air shall be electrically interlocked with the largest exhaust system Sections Combustion air Not required per mechanical code (No atmospheric or power vented appliances) T 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 o power vented or atmospherically vented appliance installed, use IFGCAppendix E, Worksheet E-1 (see below). Please entersize 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 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, goner, and/or water Heater in the Same Space) Step L Complete vented combustion appliance information. Furnace/boiler: -Draft Hood _ Fan Assisted XDirect Vent Input: 190foclo _Btu/hr or Rower Vent Water Heater: r Draft Hood C Fan Assisted Direct Vent Input: ~ offlo Stu r 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: p2 U/ eft' 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 APPUANCES) 4a. Standard Method Total Stu/hr input of all combustion appliances Input: Btu/hr 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 APPU Total Btu/hr input of all fa"ssbted and power vent appliances Input: ) W3WO Btu/hr Use Fan-Assisted Appliances column in Table E-1 to find RVFA: 1 ft' Required Volume Fan Assisted (RVFA) A. Total Btu/hr input of all Natural draft appliances Input: (~SW/hr Use Natural draft Appliances column in Table E-1 to find RVNFA: 3C #t Required Volume Natural draft appliances (RVNDA) Total Required volume (TRV) = RVFA + RVNDA TRV = a SJ + - 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 o to STEPS. 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) Ratio= 9 t / JU,:~zl vt Step fi: Calculate Reduction Factor (RF).! RF =1 minus Ratio RF = g 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: Btu/hr (EXCEPT DIRECT VENT) Combustion Air Opening Area (CAOA): Total Stu/hr divided by 3000 Stu/hr per in' CAOA = ' J / 3000 Btu/hr per ins = >r in2 Step B: Calculate Minimum CAOA. Minimum CAOA = CAOA muitipfied by RF Minimum CAOA = - x * t jnz Step 9: Calculate Combustion Air Opening Diameter (CAOD) CAOD =1.13 multiplied by the square root of Minimum CAOA CAOD =1.13 V Minimum CAOA °j3 in. diameter u one inch in size if using flex duct 1 if desired, ACH can be determined using ASH RAE calculation or blower door test. Follow procedures in Section G304. Page 5 of 6 Pape t e f 1 IFGC Appendix E, Table E-1 Res+dentiW Combun-cam at, (Required Interior V¢W ne eased on tnpw Faun; ct App€ian:e) Input Rating ~standard MI ethaa ~ Known Air IntiRratmnRate JKAIR)Mather- fcuhJ " FanAssisted arFavrerV>_n; i Nrura?Drait 13944 to 0resent 199.1 1594tc present ?re 1994 S,QOO 250 375 185 525 263 10,0fl0 Soo 750 375 1.050 525 15,000 750 563 1,575 732 20,➢➢5 ?.046 i,500 759 2.100 1,050 ..25,i1GC 's75 ~ :33 .625 1,313. 30,&64 . ' 1.500 `GC _ 125 --.1SG 11.575. 3SOUG i 1,750 2.625 i 2.3:3 3.675 1.335 - 46,060 i 2-000 3,a36 1 1.500 -.40P i~ 2,100 - - 4S ,000 2.456 4.375. } KSS 725 2.353 _ 50,000 2,500 3.:50 1.675 t 5,250 2.625 55,006 2,150 i 4,125 °.063 laS 2,8S8. 50,360 3,000 4,S66 2,256 ; 6.350 3,150 _ 65,000 3,250 4.375 7.438 6.025 3,413 7➢.0011 t 3.500 5,^50 2.625 7.3;0 3.675 75.0.10 3,750 5.625 2,513 7.575 3,433 80,D a 4.600 £.090 3,000 8,400 3 4,200 85,0GG 3,256 i 6,375 3,188 1 5.925 4,483 9&,000 4,500 6,750 3,375 9.450 4.725 96,000 3,754 7,12S 3,563 4.975 4,938 100,000 5,000 7.500 3,750 G 506 5.250 105,000 3,250 7,875 3 938 ' ,025 5,513 110,000 5.500 8250 1125 1,550 5,775 215,000 5,750 3.E25 ~4,313 12,875 j 6,038 120,000 6.000 ?.000 C 4,500 12,600 #5,300 12S,000 4.250 9.375 4.FS8 13.12; 5,563 130,000 6.500 9,750 -,S75 13,650 6,825 135,000 6.750 10,175 5.063 14,175 y 7.086 240,000 7,000. 10.500 5,250 24,703 7,350 145,000 7.250 10,575 543815,225 7,613 150,000 7,500 11.250 5,625 15.750 7.875 1SS,000 7.750 ~g 11.625 5,813 10,275 8.138 260,000 8.000 12.000 6;400 S,S00 d 300 165,000 8,250 12.375 6,1$8 37.325 2,563 170,00..0 S,SOC 12.750 6,375 17.853 5,925 175,000 8.750 23,1_5 6-,563 _ 19,?75 9,198 183,080 9,000 13,539 ~ 6,750 18,500 _ 5,450 185,000 5,250 13,875 6,938 i3,a25 5.713 198,800 S.SO7 11.25& 7,125 `19:9SO 9,975 195;000 9,7S0 14,e2S 7;313 20,475 10,238 200,008 10,000 15,006 7,500 2:,0011 10.500 20S,000 50,250. 15,375 7;638. 21,525 Y 10,733 210,000 10,500 15.750 7,875 a 22,050 11,025 215,000 10.750 26.125 8,,063 12.575 =1,288 220,008 21000' 3.5.5:.1 8,250 23.100 11.550 225,000 11.250 F5.S15 8;438 -23,625 12.913 230;000 21,500 17.250 5,625 74.=.50 I ,C 15 1, The 1994 date teUts to dwefngs coasstrotttd pMcrthe 19914 Minnesota Eaergv Code. The dc$tuh KAiR used to tpu section of t& tabk s 6,20 ACH 2, This set lion of the mbie is to be teed fordavetfings cowntcted prior to 3944 The default KAIR used on this section of Me tables 440 ACW Page 6 of 6 https:lldoes..ii-,oogle.coiii/viewee?att d=O.~I,k-pld _mail&t} icH O279h9a9)b7a8c&-ttx-I=ittip... 5!~'5'2 1i j 143 9 14161lington Way I VAC Load Calculations F r for Toll Brothers I X41 1 I _ ,u r H A L o j _i I i } Prepared By t Tim Reaga Air Mechanical 15411 Aberdeen St. NE Ham Lake, MN, 55304 753-7463749 Wednesday, December 18, 2013 I Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. Rhvac - Residerttiai ~ Light Corrurrercial HVAC Lands Air Mechanical Inc. - - Mite Software Deve#oprriirrt, inc. J t _HarnLake, MN 55304 1439 Wellington Way Proiect Reoor - ii 'General Proiect Information Project Title: 1439 Wellington Way. a Designed By: Tim - - f Project Date: Monday, July 29, 2013 Client Name: Toll Brothers Company Name: Air Mechanical Company Representative: Tim Reaga Company Address: 16411 Aberdeen St. NE Company City: Ham Lake, MN, 55304 I Company Phone: 763-746-3749 Company Fax: 763-434-1699 Company E-Mail Address: sales@airmechanical.com Company Website: www.airtnechanical.com Design Data _ Reference City Afinneapoirs, Minnesota Building Orientation: Front door faces West Daily Temperature Range: Medium Latitude: 44 Degrees Elevation: 834 t. I Altitude Factor. 0.970 i Outdoor Outdoor Outdoor Indoor Indoor Grains I Drv Bulb Wet Bulb Rel.Hurn Re1.Hum Dry Bulb Difference Winter: -15 -15.33 nla n/a 70 n/a- i Summer. 88 72 47% 50% 75 29 Check Figures - - Total Building Supply CFM. 1,904 CFM Per Square ft.: 0.389 Square ft. of Room Area: 4,900 Square ft. Per Ton: 1,109 Volume (ft) of Cond. Space: 40,903 Buiidin Loads otal Heating Required Including Ventilation Air. 82,278 Btuh 82.278 MBH Total Sensible Gain: 41,341 Btuh 89 % Total Latent Gain: 5,140 Btuh 11 % Total Cooling Required Including Ventilation Air 46,481 Btuh 3.87 Tons (Based On Sensible + Latent) 4.42 Tons (Based On 78% Sensible Capacity) _ - - 1 Notes _ hvac is an ACCA approved Manual J and Manual D computer program Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. i j AJI computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. i I I i i R:tTOLL BROTHERSIHVACt1439 WELLINGTON WAY HEAT GALCS.rh9 Wednesday, December 18, 2013, 2:44 PM vac Resh entiai & Light Commercial Air Mechanical Inc - - - She Software Development, inc: ~ Ham Lake. MN 55304 1439 Wellington Way Miscelianec /s rf - - - - Systtr~m i Main And Sasernt Dutdoor Indoor r, ~ ' Input Data clco, Gr ~ t - - fir; E~ ufb1+'et Bulb Ri.f i~srn B t! ffi . I Winer Ref.Iium I?i - - -15 15.33 o - j Summer n/a 70 $8 72 n/a - 47% tun 50% 75 29.27 t Duc S Irnu~s} - - - - Main Tr Calculate: unk - - Runouts ~ f Use Schedule: Yes Yes No No f Roughness Factor: 0.00300 0.01000 Pressure Drop: 0.1000 in.wg./100 ft. 0.1000 in. Minimum Velocity: 650 ft./min wg/100 ft Maximum velocity. 900 ft./min 450 ft./min Minimum Height: 8 in. 750 ft./min Maximum Height: 10 in. 6 in - - 7 in. b tSid-e Air bath - - - Winter mer Infiltration S - pecified; SU60.250 AC/hr 0.130 AC/hr 156 CFM 81 CFM Infiltration Actual: 0.248 AC/hr Above Grade Volume: X 37.508 Cu.tt. 0139 AC/hr X 37,508 Cu.ft. I 9,300 Cu-ft./hr 5,198 Cu-ft./hr X 0.0167 X 0.0167 { Total Building infiltration: 155 CFM Total Building Ventilation: 100 CFM 87 CFM 50 CFM --System 1- Infiltration & Ventilation Sensible Gain Multiplier. 13.87 = (1.10 X 0.970 X 13.00 Summer Temp. Difference) Infiltration & Ventilation Latent Galin Multiplier: 19.39 = {0.68 X 0.970 X 29.27 Grains. Difference} Infiltration & Ventilation Sensible Loss Multiplier. 90.72 = (1.10 X 0.970 X 85.00 Winter Temp. Difference) Winter Infiltration Specified: 0.250 AG/hr (156 CFM), Construction: Semi-Tight, Fireplaces:. 1, 0 CFM, Tight I Summer Infiltration Specified: 0.130 AC/hr (81 CFM), Construction: Semi-Tight 1 j 1 1 1 _ I 1 ~ } l R:ITOLL BROTHERSWVAC11439 WELLINGTON WAY HEAT CALCSrh9 Wednesday, December 18, 2013, 2:44 PM - R~rvac - Resldentiaf & Light Commercr~l HVAC Loads • _ _ ! Air Mechanical Inc_ ElFtg Softwei,e >~velopmen#, tnc Ham Lake MN 55304 1439 Wallington Way j _ - f - - Load Preview Reoort i~ Scope Has Net Re Sen. Lat Net Sens Sys Sya~ Sys Loss t AEC}; Tin Ton tTon Area' Gain Gain Gain H4: Clg' Act Duct p _e 3.87 4.42 1,109 4,900 -46,481 82,278 980 1,904 1,gpqt71 No 3-87 4.42 1,109 4;900 41,341 5,140 46,451 ,27$ 98ry j rl-First gCFM Cf~k CFit~ Size lation $2 4 34x113 er 694 %6 1.659 9,072 1 8.530 8,530 Floor 4,900 2, t 7 4.174 .36,29. 3,2 dj2,, w~ 113 1,703 15,714 1.967 17,681 24.9~~3w 932 a~~ 2-Foundation Tian Second 1,710 3.939 645 4,584 26A46 54 23 _ r 3- Floor 6 1,487 12,46/- 1, x 2 14, 026 21,815 292 • 739 7-6 i I I E j i RATOLL BROTHERSWAC11439 WELLINGTON WAY HEAT CALCS.rh9 Wednesday, December 18, 2013, 2:44 PM Rhvac -Residential & Light Commercial IiVAC Loads Air Mechanical Inc. Elite Soflvirar+s Development, Inc. I I j_Ham Lake, MN 55304 1439 Wellington Way puce Size Preview - - - - Roam or I - - - Duct Name Source vimirnum Maxxnum Rough.' Deign SP Duct Duct Ht g C1g Act. Duct Syste_ Velocity VeloGty Factor: Lf700 Loss Velocity, Length± Flow' Flow Act m 1 4 Supply Runoirts Srze Zone 1 1-First Floor Built-in 450 j 750 0 0.1 527.3 334 ; 932 9-6 2-Foundation Plan Buiit-In 450 750 0 0.1 3-Second Floor 396. 354 234 3-8 Built-fn 450 750 0 0.1 5377 7 292 739 7-6 Other Ducts in System 1 Supply Main Trunk Built-In 650 900 0 0.1 806.5. 980 ` .:4,9t'~4 9,904 34,10 , System 9 Heating Flow. 980 Cooling Flow; 1904 1 I I - t e l- f R ATOLL BROTHERSMAM1439 WELLINGTON WAY HEAT CALCS.ri19 Wednesday, December 18, 2013, 2.44 PM Rhvac Reskis'ai $ Light Commercial HVAC Loads Air [Vtechanrcat lnc Eide S0111hImm l3~vetopirient, inc. Ham Lake_ MN 55304- 1439 Wellington Way j Page g To-tal Buildln Summary Loads - Descrc Area Sera La# e i pi3o;Sen Iota, Quan Loss Gain Garr _ 4A-1a-o: Gtaz~ng-Double pane tow a (e= 0.20 or iess), 32 Gain '1.5 Operable window, a=0.20 on surface 2, wood with 1,546 1,546 . metal clad frame, u -Value 0.35, SHGC 0.34 4A-la-o: Glazing-Double pane low-e (e = 0.20 or less), 18 720 0 933 933 ' operable window, a-0.20 on surface 2, wood with ( metal clad frame, u-value 0.47, SHGC 0.49 i 4A-If-o: Glazing-Double pane low-e (e = 0.20 or less), 6 179 operable window, a=0,20 on surface 2, insulated 0 66 66 fiberglass frame, u-value 0.35, SHGC 0.34 4B-1 m: Glazing-Double pane low-e (e = 0.20 or less), 16.9 502 e=0.20 on surface 2, metal frame no break, u-value 0 `f 99 499 0.35, SHGC 0.34 11 N: Door-Metal - Polystyrene Core 11'D: Door-Wood - Solid Core 42 1,250 0 352 352 12E-0sw: Wati-Frame, R-19 insulation in 2 x 6 stud 21 696 i 97 197 cavity, no board insulation, siding finish, wood studs 25711.8 14,860 0 2,692 2,692 15130-4s3-2: Wall-Basement, , R-4 hoard insulation to 3', 1320 16,604 no interior finish, 2' floor depth 0 1,623 1,623 12E-Qbwr. Wall-Frame, R-19 insulation in 2 x 6 stud 653.8 3,779 cavity, no board insulation, brick finish, wood studs 0 418 418 I 16B-44: Roof/Ceiling-Under Attic with Insulation on Attic 3190 5,966 Floor (also use for Knee Walls and Partition 0 3;368 3,368 Ceilings), Vented Attic, No Radiant Barrier, Dark Asphalt Shingles or Dark Metal, Tar and Gravel or Membrane, R-44 insulation 21A-20-c: Floor-Basement, Concrete slab, any thickness, 1710 2 or more feet below grade, no insulation below floor, 3,924 0 0 0 carpet covering, shortest side of floor slab is 20' wide 20P-30: Floor-Over open crawl space or garage, passive, R-30 blanket insulation, any cover 370 1,101 0 104 104 Subtotals for structure: People: 59,145 0 21,798 21,798 Equipment: 8 1,600 1,840 3,440 Lighting: 0 901 5,337 6,238 Ductwork: 0 0 Infiltration: Winter CFM: 155, Summer CFM: 87 0 0 0 0 Ventilation: Winter CFM: 100, Summer CFM: 50 14,061 1,673 1,202 2,875 Exhaust Winter CFM: 80, Summer 9,072 966 694 CFM; 80 1,659 Blower Heat Gain, 2,500 watts: AED Excursion: 0 0 8,530 8,530 Total Building Load Totals: 0 0 1,940 1,940 I ` 82,278 5,140 41,341 46,481 - Check Figures Total Building Supply 4,904--- _ { Square ft. of Room Area: CFM Per Square ft.: 0.389 i Volume 4,900 Square ft. Per Ton: {ft~ of Cond, Space: _ 40,903 1,109 BuUldin _ 9 Dads Total Heating Required lnciuding Ventilation Air. 82,278 Btuh 82.278 M8H Total Sensible Gain: Total Latent Gain: 41,341 Btuh 8g g~ Total Cooling Required Including Ventilation Air: 5,140 Btuh 11 % 46,481 Btull 3.87 Tons {Based On Sensible + Latent) 4.42 Tons (Based On 78% Sensible dotes _ Capacity) - Rhvac is an ACCA approved Manual J and Manual p- computer prograrn. i Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. - R ITOLL BROTHEWHVACl1439 WELLINGTON WAY HEAT CALCS.rh9 Wednesday, December 18, 2013, 2:44 PM i Rhvac Residential 8 Light Comme~cia! HYAC !Dads - - v Mechanical Inc ~ - Ham Lake, MIU 55344 Eff-Software beveioPment, Inc. j 14,39 Wellington way ! i Total Bl ~ q -ng sumfna Loans ccnt'd) All cx3rnputed results are estimates as building use and weat_her may vary. - - Be sure to select a unit that meets both sensible and latent loads Your design conditions. according to the manufacturer's Performance j data at l E i I I a j R:ii'OLt. BROTHERSiNVACt9439WELLINGTON WAY NEAT'CALCS,rh9 Wednesday. December 18, 2013.2:44 PM hvac - Res~dert~a! ~ tight Cortxnerciai NVAC toads ~ Air Mechanical Inc. - - - Elite; Satfware lavelopment, Inc. kiaM Lake, MN 55304 1439 Wellington Way Buir c~lr Pie Chart Floor 6°I° r I Roof 7°l0 ? Ventilation 11 °k I -Infiltration 17% n r. Building ~ Dosser 82,278 Btuh i Door 2% 3 S ~V Wall 43% -s r s Glass 13% I i I Floor 0°l0 Roof 710, AED Excursion 4°l0 Wall 10%, .Slower 18% } I r r X 1 Building{ Gain r _Ventilation _Ventilation 4°l0 46,481 $ I Btuh k - Infiltration 6% Glass 28°k Equipment 131° Door 1 °lo+ People 7%° l R:ITOLL BROTHERS\HVACi1439 WELLINGTON WAY HEAT CALCS.rh9 Wednesday, December 18, 2013, 2:44 PM Rhvac - Residential 9 HVAC Loads - - Air Mechanical Inc. Elite Sof-hwi Dey►elopine-i inc_ . Ham Lake, MN 55344 1439 Wellington -Way Pale 9 Detailed Roo, Loads - Rooms First door A veragv , - - Load Procedure) F General - - - - - - Calculattan Mode: Htg. & cig. Occurrences: - Room Length: 1,703.0 ft. System Number: 1 Room Width: 1.0 ft. Zone Number. Area: 1,703.0 sq.ft. Su Ceiling Height: 9.0 ft. PpIY Air. 932 CFM Volume: Supply Air Changes: 3.6 AC/hr 15,327.0 cu.fit. Req. Vent. Cig: Number of Registers: 0 CFM 9 Actual Winter Vent,; Runout Air: 104 CFM Percent of Supply.: 34 M Runout Duct Size: 6 in. Actual Summer Vent.: 4 % ! Runout Air Velocity: 24 CFM 527 ft./min. Percent of Supply- 3 % Runout Air Velocity: 527 ft./min. Actual Winter lnfi.: Actual Loss: 62 CFM 0.173 in.wg 1100 ft. Actual Summer lnfil.: 34 CFM f Iterri - --Ar Area _ Description H;9 Ser C!c Lai ti - - - - 1elue HT rir~ Loss HT Gain W wall 12E - f --0sw 54 X 9 uant~ - 0.068 5.8 2.412.. --1.p 365_ E -Wall-12E-0sw 54 X 9 0 1 N -Wall- 398.5 0.068 5.8 2,304 1.U 12E-0sw 47 X 9 423. 0.068 5.8 2,445 1.{l ~ 417 S -Wall-12E-0sw 47 X 9 423 0.068 5.8 2,445 1.0 0 443 1 W-Door-11 N 3 X 7 21 0.350 29.8 1625 8.4 0 443 E-Door-11 D 3 X 7 0 176 F 21 0.390 33.2 696 9.4 0 197 E-Door-11 N 3 X 7 21 0.350 29.8 525 8.4 0 17 W -GIs-4A-1 a-o shgc-0.34 0%S (9) 89 0.350 29.8 2,646 36.3 0 3,231 W -GIs-4A-la-o shgc-0.34 0%S 9.9 0.35011 29.8 294 W -GIs-4A-la-o shgc-0.49 0%S (3) 18 0.470 40,0 720 51.8 0 359 E -GIs-4A-l a-o sh c-0.34 O%S 2 933 9 13.5 0.350 29.8 402 ..36.3 0 490.. E -Gis4A-1a-o shgc-0.34 o%S 11.2 0.350 29.8 335 36.4 E -GIs-4A-1a-o shgc-0.34 o%S (2) 20.7 0.350 29.8 616 36.$ 0 409 UP-Ceil-16B-44 1703 X 1 1703 0.022 0 752 1.9 3,185 9.1 0 1,798 Subtotals for Structure; 19,350 Infil.: Win.: 61.7, Sum.: 34.5 1,818 0 10,189 AED Excursion: 3.078 5,585 0.263 666 478 People: 200 lat/per, 230 sen/per 2 949 Equipment: 400 460 Room Totals: 901_ 3.638 24,945 1,967 15,714 j E qipment Cooling Loads Con,ir,; oUS Continuous - - I Output output Average Percent - Sansibfe La er Sensible Latent In-Use Item Name Used Load _ Ci if Stuh Stith - 0utP Hour 6tuh Se~h ~ Microwave 4949 1732 75 per - ~ - 928. _ ~ Dishwasher 25 4496 1433 100 325 Coffee maker brewer 1331 717 100 25 333 358 1 Cooking range with hood - 25 333 179 four burners on high heat 0 0 100 100 0 0 r Refrigerator or freezer -16 1000 0 100. cubic feet 1 1000 0 I Toaster 3532 392 100 10 353 Total 39 I 3636 901 I 3- R:\TOLL BROTHERS\HVAC\1439 WELLINGTON WAY HEAT CALCS.rh9 Wednesday, December 18, 2013, 2.44 PM Rhvac - ftesidentiad & Li ht Go - - 9 rrunerciai HYAC Loads it Mechanical Inc, Elite softerare De - - vefopment, Inc. Ham Lake, MN 55304 1438 Wellington Way - - - _ - - - - Page 10 Detailed Room Loads Room 2 - Foundation Plan (Avor~ye->r oa f Procod~/re) General _ - - - - - - Calculation Anode: 9 9 Oexurrences ( Room Length: 1 710.© ft. 1 Room Width: System Number; 1 Area: 1.0 ft. Zone Number: 1 I Ceiling Height: 1,710.0 sq.ft. Supply Air: 234 +CFM Volume: 8.0 ft. Supply Air Changes: 1.0 AC/hr 13,680.0 cu.ft Req. Vent. Cig: Number of Registers: 3 0 CFM Runout Air. Actual Winter Vent.: 36 CFM 78 CFM Percent of Supply.: 15 Runout Duct Size: % i 6 in. Actual Summer Vent.: Runout Air Velocity: 396 ft./min. Percent of Supply; 3 6 CFM C % Runout Air Velocity: 396 ft./min. Actual Winter Infil.- Actual Loss: 41 CFM j 0.099 an wg./100 ft. Actual Summer infil.: 23 CFM ( item - - - - - - - t Sin 1 , Description _ Qua t ty aloe LiTlilf - ±SLoss F17ht1- - Gia - a n - Gain, E -Wail-15B0-4s3 2 54 X 8 324 0.109 12.5 4,035 1.2 _0 383 E -Wail-12E-0sw 54 X;2 94.5 0.068 5.8 W -Wall-15B0-4s3-2 54 X 8 546 1.0 0 gg 432 0.109 N 12.8 5,545 1.3 0 572 -Wall-15804s3-2 47 X 6 282 0.109 12.5 3,512 1.2 0 N -Wall-12E-Osw 47 X 2 88 0.068 5.8 509 1.0 334 S -Wall-15BO-4s3 2 47 X 6 282 0.109 12.5 3,512 1.2 0 92 S -Wall-1 2E-Osw 47 X 2 94 0.068 0 334 E -GIs-4A-1a-o shgc-0.34 O%S 5.8 543 1:0 0 98 6 0.350 29.8 179 36.3 , E -Gls4A-1 a-o shgc-0.34 0965 0 218 7.5 0.350 29.8 223 3fi.3 N -GIs-4A-1 f-o shgc-0.34100%S 5 0.350 29.8 179 36.0 0 272 Floor.21A-201 X 1710 1710 0.027 23 3,924 0.0 66 Subtotals for Structure: 0 lnfil.: Win.: 41.2, Sum.: 23.0 22,707 0 2,468 AED Excursion: 1,215 3.077 3,739 0.263 445 320 People: 200 tattper, 230 sen/per: 1 238 J Equipment: 200 230 Room Totals: 0 683 26,446 645 3,939 ! Equipment tool- Loads -Continuous Continu&* - i! Output Output Av ,age i F'er st Sensible Latent Sensible Latent ~ i Use ~ ,Item ltiarre Used Load - -BtOh Loa;: BtuOh t E lour l~tutt Dolor television stuh, 100 Total 883 100 683 0 683 0 l _ f I 1 I R:iTOLL BROTHERSIHVAC11439'WELLINGTON WAY HEAT CALCS.rh9 Wednesday, December 18,2013.2:44 PAA Rhvas -Residential & Ligfit Commercial HVAC Loads - - j Air Mechanical inc. E3ite Softrc Deoelopn lnc. Ham Lake. MN 55304 1439 Wellington Way 1 , Detailed Roots Loads - Room 3 - Second Floor (Average Load Procedure) Calculation Mode: - - j Htg. & cl9• Occurrences: I J Room Length: 1,487.0 ft. System Number. 1 Room Width: 1.0 ft. Zone Number. 1 Area: 1,487.0 sq.ft. Supply Air: 739 CFM Ceiling height: 8.0 ft. Supply Air Changes; 3.7 AC/hr Volume: 11,896.0 cu.ft. Req. Vent. Clg: 0 CFM ( Number of Registers: 7 Actual Winter Vent.: 30 CFM j Runout Air. 106 CFM Percent of Supply.: g~ Runout Duct Size: 6 in. Actual Summer Vent: 4 19 % i Runout Air Velocity: 538 ft./min. Percent of Supply: 3 CI CIF Runout Air Velocity: 538 ft./min. Actual Winter lnfl.: 52 CFM Actual Loss: 0.180 in.wg.1100 ft. Actual Summer Infil.: 29 CFM Item Area -U- Htg See :.lg Lat Scn I Description - Quantity Value H T M Lcss Gain Gain 1 W -Wali-~t2E-0twv 50 X 8 - - 290.$ 0.068 5.8 1,681 0.6 p 186 E Wall-1 2E-0sw 50 X 8 340.7 0.068 5.8 1,969 1.0 0 357 ` S-Wall-12E-0sw 46 X 8 361 0.068 5.8 2,087 1.0 0 378 I N -Wall-12E-Obw 46 X 8 363 0.068 5.8 2,098 0.6 0 232 W -GIs-4A-1a-o shgc-0.34 0%S (6) 59.3 0.350 29.8 1,764 36.3 0 2,154 W -GIs-4A-1 a-o shgc-0.34 O%S (4) 40 0.350 29.8 1,192 36.3 0 1,452 W -GIs-4B-1m shgc-0.34 O%S 9.9 0.350 29.8 294 36.3 0 359 E -GIs-4A-1 a-o shgc-0.34 O%S (6) 59.3 0.350 29.8 1,764 36.3 0 2,154 S -GIs-4B-1m shgc-0.34 0%S 7 0.350 29.8 208 20.0 O 140 N GIs-4A-1a-o shgc-0.34100%S 5 0.350 29:8 149 11.0 0 5 UP-Ceil-1 613-44 1487 X 1 1487 0.022 1.9 2,781 1.1 0 1,570 j Floor-20P-301 X 370 370 0.035 3.0 1,101 0.3 0 104 Subtotals for Structure: 17,088 j infi.: Win.: 52.1, Sum.: 29.`1 1,536 0 9,141 3.077 4,727 0.263 562 AED Excursion: 404 People: 200 Iatlper, 230 sen/per. 5 753 Equipment 1,000 1,150 Roam Totals: 0 1,016 21,815 1,562 12,464 - ~~uipment Cooling Loads Ctsnti,nu,,.is Co:tt!uotr; outcut out, ui Average Percent Sensible Latent Item Sensible LatweFi Ira-Use Used Load Lo Name _ F uh S ui3 Output Load I I V nt - - Per Hour mui' tuh 8 { Vented clothes dryer -10 1707..._..-____ _0 50 h ' 50 427 _ ..percent to space 0 Clothes washing machine - 205 0 50 50 51 10 percent to space 0 Computer and monitor 1536 0 35 100 538 0 Total 1016 0 f E 1 f E R:\TOLL BROTHERS\HVAC\1439 WELLINGTON WAY HEAT CALCS.rh9 Wednesday, December 18,2013,2:44 PM >ghvac - Residential $ Light corrur~erciaf-HVAC Loads - - - Air Mechanical Inc. Elite Software [?evelopment, Inc Lam Lake, MN 55304 1439 Welfingbn Way Pale 12 - - - - - -stem ; Room Load Summate Run RUn C# C#c~ Min Act Ht9 Min - -erg- LU: ~,g_ Sys Room Area Sens r-it Duct Duct ~ No Marne SF Btuh; CFM Size Vel Ptuh Bt,i1 - - CF CFM -Zone 1--- - - - - 1 First Floor 1,703 24,945 334 9-6 527 15,714 1,967 932 932 2 Foundation Plan 1,710 26,446 354 3-6 396 3,939 645 234 234 3 Second Floor 1,487 21,815 292 7-6 538 12,464 1,562 739 739 Ventilation 9,072 694 966 Blower Power 8,530 System 1 total 4,900 82,278 980 _ 41,341 5,140 1,904 1,904 System 1 Main Trunk Size: 34x10 in. Velocity: 807 ft./min Loss per 100 ft. 0.081 in.wg Cooling System Sunjmarv - - CC a Sensiblell-ateni-- ~ Sensible e Latent- Total 1 ,r, . S #it Btuh i _ --q - i`u Net k4 ii - - - 3.87 89o /0/11% - 41,341 Recommended: 4.42 78%/22% 41,341 115,140 ,660 53,002 Actual: 2.50 a Ec#uipmentData - 30,000 Heatinq Svstem - - Type, Cooling Svstem.. , Natural Gas Furnace Standard Air Conditioner Model: 912SB42060S17 113ANA030 Indoor Model: Brand: CNPVP3017 Efficiency: BRYANT 92 AFUE 13 SEER Sound: 0 0 Capacity: 60,000 Btuh 30,000 Btuh Sensible Capacity: n/a 0 Btuh Latent Capacity: n/a 0 Btuh I -I i j { - i t - l R:\TOLL BROTHERSIHVAC\1439 WELLINGTON WAY HEAT CALC5.rh9 Wednesday, December 18,2013,2:44 PM a R Sceck Software Version 4.5.0 Compliance Certificate Project Columbia II Model Energy Code: 2009 IECC Location: Dakota, Minnesota Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 3,195 ft2 Glazing Area 14% Climate Zone: 6 Permit Date: 11/04/13 Permit Number: 003 Construction Site: Owner/Agent: Designer/Contractor: Steeplechase of Eagan - Signatures Toll Brothers Inc Toll Brothers Inc 1440 Steeplechase Lane 250 Gibraltar rd Eagan, MN 55347 Horsham, PA 19044 T Compliance: 0.5% Better Than Code Maximum UA: 582 Your UA: 579 The % Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Flat Ceiling: Raised or Energy Truss 1,965 44.0 0.0 0.022 43 Sloped Ceiling: Raised or Energy Truss 422 44.0 0.0 0.022 9 Exterior Wall 6": Wood Frame, 16" o.c. 2,945 19.0 0.0 0.060 143 Window 1: Vinyl Frame:Double Pane with Low-E 480 0.350 168 Door 2: Solid 40 0.200 8 Door 3: Glass 40 0.340 14 Garage wall: Wood Frame, 16" o.c. 385 19.0 0.0 0.060 22 Door 1: Solid 20 0.200 4 Knee Wall: Wood Frame, 16" D.C. 356 19.0 0.0 0.060 21 Band joist: Wood Frame, 16" o.c. 332 19.0 0.0 0.060 20 Basement Wall 1: Solid Concrete or Masonry 1,409 0.0 13.0 0.053 73 Wall height: 8.5' Depth below grade: 7.5' Insulation depth: 7.5' Window 2: Vinyl Frame:Double Pane with Low-E 24 0.350 8 Floor Over Garage: All-Wood j oist/Truss: Over Unconditioned Space 380 44.0 0.0 0.023 9 Slab On Grade: Slab-On-Grade: Unheated 46 5.0 0.804 37 Insulation depth: 2.0' Project Title: Columbia 11 Model Report date: 11/05/1 Data filename: K:\ ENGINEERING SERVICES\_HVAC DEPT\ Energy Pagel of 9 Calculations\MN\SESG\003 77045\Columbiall-Berkshire-003.rck Mechanical Equipment Forced Hot Air Gas 92 AFUE Electric Central Air Electric 13 SEER Compliance Statement. The proposed building design described here is consistent ith tl~f building plans, specifications, and other calculations submitted with the permit application. The proposed buildi[lig has been Si d to meet the 2009 IECC requirements in REScheck Version 4.5.0 and to comply with the mandatory require s i din t c eck Inspection Check 'St. Name - Title r i Signature Date 1 Project Notes: Elevation: Berkshire :,iercuy certify that this plan, speci Options: 024,046, 070,147,187,367,532,543,90029013 iication, or report was pmpared by me or under my direct m4xwvWm and that I am a duly Licensed Professional Architect under ft laws of the State of IVI(1 . Print Name: David RU991e Signature: Date License # 44820 Project Title: Columbia II Model Report date: 11/05/1 Data filename: K:\-ENGINEERING SERVICES\ HVAC DEPT\_Energy Page 2 of 9 Calculations\MN\SESG\003 77045\Columbiall-Berkshire-003.rck sr; REScheck Software Version 4.5. Inspection Checklist Energy Code: 2009 IECC Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section Plans Verified Field Verified # Pre-:n3pection/P€an Review Complies? comments/ ssumptsnns t,e v. & Req.ID' _ - 103.2 .Construction drawings and ❑Complies ; [PR111 documentation demonstrate ❑Does Not } energy code compliance for the building envelope. ❑Not Observable ❑Not Applicable 103.2, Construction drawings and ❑Complies 403.7 :documentation demonstrate ❑Does Not [PR3]1 energy code compliance for lighting and mechanical systems. [:]Not Observable E Systems serving multiple -]Not Applicable .dwelling units must demonstrate compliance with the commercial code. 403.6 Heating and cooling equipment is Heating: Heating: ❑Complies ; ( [PR2]2 sized per ACCA Manual S based Btu/hr Btu/hr 3❑Does Not £ on loads per ACCA Manual ] or Cooling: Cooling: ❑Not Observable other approved methods. Btu/hr ? Btu/hr ❑Not Applicable Additional Comments/Assumptions: 1 High Impact (Tier 1)- 2 Medium Impact (Tier 2) 3 'Low Impact (Tier 3) Project Title: Columbia II Model Report date: 11/05/1 Data filename: K:\ _ENGINEERING SERVICES\_HVAC DEPT\_Energy Page 3 of 9 Calculations\MN\SESG\003 77045\Columbiall-Berkshire-003.rck ' section ( € Pans Verified Field Verifier # l Foundation Inspection Vague Value Cv €~Jies Corn ...,nts/Assumptions & Req.113 I . 402.1.1 Slab edge insulation R-value. R- R- '❑Complies See the Envelope Assemblies (FO1]1 ❑ Unheated ❑ Unheated []Does Not ;table for values. ❑ Heated ❑ Heated ❑Not Observable >❑Not Applicable 303.2, Slab edge insulation installed per ❑Complies ; 402.2.8 manufacturer's instructions. ❑Does Not [FO2]1 ❑Not Observable ❑Not Applicable ft ❑Complies ;See the Envelope Assemblies 402.1.1 Slab edge insulation ft [F03]1 depth/length. ❑Does Not table for values. ❑Not Observable ❑Not Applicable 402.1.1 Conditioned basement wall R- R- ❑Complies ;See the Envelope Assemblies [F04]1 insulation R-value. Where interior; ❑Does Not ;table for values. insulation is used, verification❑Not Observable may need to occur during Insulation Inspection. Not ❑Not Applicable ; required in warm-humid locations in Climate Zone 3. 303.2 Conditioned basement wall ❑Complies [F05]1 insulation installed per ❑Does Not manufacturer's instructions. ❑Not Observable ❑Not Applicable E 402.2.7 Conditioned basement wall ft ft ❑Complies ;See the Envelope Assemblies [F06]1 insulation depth of burial or ❑Does Not table for values. distance from top of wall. ❑Not Observable , _ ❑Not Applicable 30?.2.1 A protective covering is installed ❑Complies [F01 112 to protect exposed exterior ❑Does Not insulation and extends a minimum of 6 in, below grade. ❑Not Observable ❑Not Applicable 403.8 Snow- and ice-melting system ❑Complies [FO12] ` controls installed. ❑Does Not 3 ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact (Tier 1) , .2. 1 Medium Impact (Tier 2) 3 Low Impact (Tier 3) Project Title: Columbia II Model Report date: 11/05/1 Data filename: K:\ _ENGINEERING SERVICES\ HVAC DEPTH Energy Page 4 of 9 Calculations\MN\SESG\003 77045\Columbiall-Berkshire-003.rck Section Plans Verifies! iels@ Verified _ l # iFramin ! Rough-`.t Value Value Compie-? Como wr ..1> . urv ~~.a & Resl=ED j _ . 402.1.1, Door U-factor. U- U- ❑Complies See the Envelope Assemblies 402.3.4 ❑Does Not table for values. [FR1]1 ❑Not Observable ❑NotApplicable 402.1.1, Glazing U-factor (area-weighted U- U- ❑Complies See the Envelope Assemblies 402.3.1, average). ,❑Does Not table for values. 402.3.3, 402.5❑Not Observable [FR211 ❑Not Applicable 303.1.3 U-factors of fenestration products ❑Complies [FR4]1 are determined in accordance ❑Does Not with the NFRC test procedure or taken from the default table. [:]Not Observable 3 ❑Not Applicable 402.3.5 Sunrooms enclosing conditioned U- U- ❑Complies [FR8]1 space have a maximum ❑Does Not fenestration U-factor of 0.50 in Climate Zones 4-8. New glazing ❑Not Observable i separating the sunroom from ❑Not Applicable ; .conditioned space must meet code requirements. ; 402.3.5 Sunrooms enclosing conditioned U- U- ❑Complies [FR911 space have a maximum skylight ❑Does Not £ U-factor of 0.75 in Climate Zones £ 4-8 '.❑Not Observable ; ❑Not Applicable 402.4.4 Fenestration that is not site built ❑Complies ; [FR20]1 is listed and labeled as meeting ❑Does Not } AAMA/WDMA/CSA 101/I.S.2/A440 !or has infiltration rates per NFRC ❑Not Observable ; 400 that do not exceed code ❑Not Applicable limits. 402.4.5 IC-rated recessed lighting fixtures ❑Complies ; [FR16]2 sealed at housing/interior finish ❑Does Not and labeled to indicate :52.0 cfm t ❑ leakage at 75 Pa. Not Observable { _ ❑Not Applicable ; 403.2.1 Supply ducts in attics are R- R- :❑Complies [FR12]1 insulated to >_R-8. All other ducts R- R- ❑Does Not t in unconditioned spaces or t outside the building envelope are ❑Not Observable t insulated to >_R-6. ❑Not Applicable 403.2.2 All joints and seams of air ducts, ❑Complies ; [FR13]1 air handlers, filter boxes, and ❑Does Not max, building cavities used as return ducts are sealed. [-]Not Observable ❑Not Applicable 403.2.3 Building cavities are not used for ❑Complies ; [FR1511 supply ducts. ❑Does Not ❑Not Observable ❑Not Applicable 403.3 HVAC piping conveying fluids R R- ❑Complies [FR 171- above 105 QF or chilled fluids ❑Does Not below 55 QF are insulated to >_R- 3 ❑Not Observable j❑Not Applicable . 403.4 Circulating service hot water R- R- ':❑Complies [FR181' pipes are insulated to R-2. FIDoes Not ❑Not Observable ❑Not Applicable 1 High Impact (Tier 1) 2 Medium Impact (Tier 2) 3 ;Low Impact (Tier 3) Project Title: Columbia II Model Report date: 11/05/1 Data filename: K:\ ENGINEERING SERVICES\_HVAC DEPT\ Energy Page 5 of 9 Calculations\MN\SESG\003 77045\Columbiall-Berkshire-003.rck m ~.e.~ j Section ~amm9 Rough-in Plans Verified ~ Field Verified Inspection eq# iD Value complies. Comments/Assumptions _ 403.5 Automatic or gravity dampers are ❑Complies , [FR1912 installed on all outdoor air ❑Does Not intakes and exhausts. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact (Tier 1) 2 Medium Impact (Tier 2) 3__~ Low Impact (Tier 3) Project Title: Columbia II Model Report date: 11/05/1 Data filename: K:\ ENGINEERING SERVICES\_HVAC DEPT\_Energy Page 6 of 9 Calculations\MN\SESG\003 77045\Columbiall-Berkshire-003.rck 4 , Section # Insulation Inspectic-P is Verified Fie( Verified I Complies? 1"ornments/Assut.W i-)n= & Req.ID ( Value Value m___ 303.1 All installed insulation is labeled ❑Complies [IN 1312 or the installed R-values ❑Does Not provided. ❑Not Observable ❑Not Applicable 402.1.1, Floor insulation R-value. R- R- ;❑Complies ;See the Envelope Assemblies 402.2.5, ❑ Wood E] Wood '❑Does Not :table for values. 402.2.6 ❑ Steel [IN1]1 ❑ Steel ❑Not Observable 'F-]Not Applicable 303.2, Floor insulation installed per ❑Complies 402.2.6 manufacturer's instructions, and ❑Does Not [IN2]1 in substantial contact with the underside of the subfloor. [:]Not Observable ❑Not Applicable 402.1.1, Wall insulation R-value. If this is a R- R- ❑Complies ,See the Envelope Assemblies 402.2.4, mass wall with at least 1/2 of the E] Wood ❑ Wood ❑Does Not table for values. 402.2.5 wall insulation on the wall ❑ Mass ; ❑ Mass ❑Not Observable [IN3]1 exterior, the exterior insulation requirement applies. E] Steel 3 E] Steel ❑Not Applicable 3 303.2 Wall insulation is installed per ❑Complies [IN4]1 manufacturer's instructions. ❑Does Not ' ❑Not Observable ❑Not Applicable 402.2.11 Sunroom wall insulation has a R- R- ❑Complies [IN8]1 minimum R-value of R-13. New ❑Does Not .walls separating the sunroom from conditioned space must 3❑Not Observable [ meet code requirements. ?❑Not Applicable , 303.2 ;Sunroom wall insulation installed ❑Complies [IN9]1 per manufacturer's Instructions. ❑Does Not t ❑Not Observable ❑Not Applicable 402.2.11 :Sunroom ceiling minimum R- R- ;❑Complies ; [IN10]1 insulation R-value of R-19 in ❑Does Not .Climate Zones 1-4, and R-24 in Climate Zones 5-8. 3❑Not Observable ; =❑Not Applicable 303.2 ;Sunroom ceiling insulation is ❑Complies [IN11]1 installed per manufacturer's ❑Does Not instructions. ❑Not Observable ❑Not Applicable j Additional Comments/Assumptions: 1 High Impact (Tier 1) 2 Medium Impact (Tier 2) 3,, Low Impact (Tier 3) Project Title: Columbia II Model Report date: 11/05/1 Data filename: K:\ _ENGINEERING SERVICES\_HVAC DEPT\_Energy Page 7 of 9 Calculations\MN\SESG\003 77045\Columbiall-Berkshire-003.rck Section Plans Verified Field Verii,:.,rA # Final Ins,.ection Provisie~ns Value Value C0m,-I, Cor~mn nts'Assumptions eq lD I 402.1.1, Ceiling insulation R-value. Where R- R- ;❑Complies ;see the EnvelopeAssemblies 402.2.1, > R-30 is required, R-30 can be ❑ Wood ❑ Wood ❑Does Not ;table for values. 402.2.2 used if insulation is not ❑ Steel El Steel 3❑Not Observable [Fill' compressed at eaves. R-30 may be used for 500 ftz or 20% ❑Not Applicable (whichever is less) where sufficient space is not available. 303.1.1.1, :Ceiling insulation installed per ❑Complies 303.2 manufacturer's instructions. ❑Does Not [FI211 Blown insulation marked every 300 ft2. [:]Not Observable ❑Not Applicable j 402.2.3 Attic access hatch and door R- R- ❑Complies [FI311 insulation >_R-value of the ❑Does Not adjacent assembly. ❑Not Observable ❑Not Applicable 402.4.2, Building envelope tightness ACH 50 = ACH 50 _ ❑Complies 402.4.2.1 verified by blower door test result. ❑Does Not 3 [FI1711 of <7 ACH at 50 Pa. This 1 requirement may instead be met € ❑Not Observable ; via visual inspection, in which ❑Not Applicable :case verification may need to occur during insulation Inspection. 402.4.3 Wood-burning fireplaces have ❑Complies [FI8F gasketed doors and outdoor ❑Does Not combustion air. ❑Not Observable ❑Not Applicable 403.2.2 Post construction duct tightness cfm cfm ❑Complies ; [FI411 test result of <8 cfm to outdoors, ❑Does Not or <_12 cfm across systems. Or, ❑Not Observable rough-in test result of <_6 cfm across systems or <4 cfm ❑Not Applicable j without air handler. Rough-in test verification may need to occur during Framing inspection. 403.1.1 Programmable thermostats ❑Complies [F191J2 installed on forced air furnaces. ❑Does Not ❑Not Observable ❑Not Applicable 1403.1.2 Heat pump thermostat installed ❑Complies [F11012 on heat pumps. ❑Does Not ❑Not Observable ❑Not Applicable 403.4 Circulating service hot water ❑Complies [F1111. systems have automatic or ❑Does Not accessible manual controls. ❑Not Observable ❑Not Applicable 4019.1 Readily accessible switch on ❑Complies [F112)3 heaters for swimming pools. ❑Does Not ❑Not Observable ❑Not Applicable 403.9.2 Timer switches on pool heaters ❑Complies ; [F11913 and pumps are present. ❑Does Not 4= ❑NotObservable ❑Not Applicable 1 High Impact (Tier 1) 2"j Medium Impact (Tier 2) 3 Low Impact (Tier 3) Project Title: Columbia II Model Report date: 11/05/1 Data filename: K:\ _ENGINEERING SERVICES\_HVAC DEPT\ Energy Page 8 of 9 Calculations\MN\SESG\003 77045\Columbiall-Berkshire-003.rck % S,2etaon Final Ins ect;on Provisions Plans Verified f Field Verified R Value Value i s-omp9ies, ~ Comments/Assumf _,,,ns ' aq.ltl i 403.9.3 Heated swimming pools have a ❑Complies [F120]3 cover. Covers on pools heated ❑Does Not over 90 4F are insulated to R-12. - ❑Not Observable ❑Not Applicable 404.1 50% of lamps in permanent ❑Complies [FI6]1 fixtures are high efficacy lamps. ❑Does Not ❑Not Observable ❑Not Applicable 401.3 Compliance certificate posted. ❑Complies [F17 12 ❑Does Not I ❑Not Observable ❑Not Applicable 303.3 Manufacturer manuals for ❑Complies [F118]3 mechanical and water heating ❑Does Not equipment have been provided. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact (Tier 1) `2j Medium Impact (Tier 2) 3 Low Impact (Tier 3) Project Title: Columbia If Model Report date: 11/05/1 Data filename: K:\ ENGINEERING SERVICES\_HVAC DEPT\_Energy Page 9 of 9 Calculations\MN\SESG\003_77045\Columbiall-Berkshire-003.rck f~ 2009 IECC Energy Efficiency Certificate Wall 19.00 Floor 13.00 Ceiling / Roof 44.00 Ductwork (unconditioned spaces): Window 0.35 0.33 Door 0.20 0.27 Forced Hot Air 92 AFUE Electric Central Air 13 SEER Water Heater: Him, -AW Name: Date: Comments LOT SURVEY CHECKLIST FOR RESIDENTIAL BUILDING PERMIT APPLICATION PROPERTY LEGAL:3 DATE OF SURVEY: RA3 LATEST REVISION: a~ a~ c s Y Q ~ ~ O z Q DOCUMENT STANDARDS ❑ ❑ • Registered Land Surveyor signature and company 0 0 • Building Permit Applicant ❑ ❑ • Legal description ❑ ❑ • Address 0 ❑ • North arrow and scale ❑ ❑ • House type (rambler, walkout, split w/o, split entry, lookout, etc.) j ❑ 0 • Directional drainage arrows with slope/gradient % ❑ 0 • Proposed/existing sewer and water services & invert elevation ❑ 0 • Street name 'g ❑ ❑ • Driveway (grade & width - in R/W and back of curb, 22' max.) J2' ❑ 0 • Lot Square Footage 'l ❑ ❑ • Lot Coverage ELEVATIONS Existing 0 ❑ • Property comers ,zr 0 ❑ 9 Top of curb at the driveway and property line extensions '00 ❑ • Elevations of any existing adjacent homes ❑ ❑ • Adequate footing depth of structures due to adjacent utility trenches ❑ 2r ❑ • Waterways (pond, stream, etc.) Proposed ❑ ❑ • Garage floor 0 0 • Basement floor 0 0 • Lowest exposed elevation (walkout/window) ❑ ❑ • Property corners ❑ 0 • Front and rear of home at the foundation PONDING AREA (if applicable) ❑ ❑ • Easement line ❑ ( ❑ • NWL 0 0 • HWL 0 • Pond # designation ❑ 0 • Emergency Overflow Elevation ; ❑ 0 • Pond/Wetland buffer delineation Y • Shoreland Zoning Overlay District Y • Conservation Easements DIMENSIONS ve 0 0 • Lot lines/Bearings & dimensions 2' 0 0 • Right-of-way and street width (to back of curb) ,e' 0 0 • Proposed home dimensions including any proposed decks, overhangs greater than 2', porches, etc. (i.e. all structures requiring permanent footings) ❑ 0 • Show all easements of record and any City utilities within those easements ❑ 0 • Setbacks of proposed structure and sideyard setback of adjacent existing structures ❑ 0 • Retaining wall requirements: Date _ Reviewed BV01 G:/FORMSBuilding Permit Application Rev. 11-26-04 Z/~/~ m c ad ~ O N L E° W d 3 d m N v s v >p v 49 31 f Q 7 A t c O\.2 W •A z Q cu E -2 g 4-0 a W a N m O V O 0 3= 3~ Q1 cc LOU ~ C V ' j LL o m 2 U Z Z co J V W QyV-_ra = Z v ° co mar/ 4-0 4,0 E -6 - 4-0 a) cA cu E OW o U.] Nil 0- W N a CL 0 L. . i a-a-2 V1 V 0 V1 a V E s 2 6' GC z., I- G. t/'f .O W V s TE 'ON ik'dMHJIH aI`d 31` iS AiNnoD ~Y 76 ~m N U 3O N N L _11o'l- 9Z*Lg M,,,02 or m -C ~O / . 1004 "ao p Y vOi m L t T-- V Q 1000' I s CD M fl. o fO ~y _T- jam- -g9g~ j N O c a M NL U v "Id z_ LLI r N N 3 C - . I' J c I / I~ 1996 . /I / Q m a, O v Y O t o" / I > cJ u O m 0 _(Cu W O 3 O c s O~~ W 0 L.0 0 J_ . (C N L _ I 9 O v0a>,8 ~o• 3a,, Q) 0 Q) J Ln LLzO"z3ar.rL i I m J I - ~ 0 988 rn oI OR rn. 0) I ,I ll3M A~ o~i h Lo 7 \ / SS32~93 of 1 m obi v 01 ~j / p X.. I n~ =71 . of .a 5 N1 £'6 I I OS'Zl \ ~ I moo 0L6 U~ 0' to o V ~ Lo ~F N 9b•8 [L'zt w \ j zQI C) L w L, \ N W' L . O ~ A N 311 S11111 n diawmoo ! I ZO ~ C cr a 3SflOH 43SOd02id w ~ I N oq Ln O N a m m C) Lr) co, Q N Q N L ~ z o ir 28L W ~ N J o g p n p> o N Y c c W w mo _ rj%C) p o. ~ o Oti't 69't I o') C~ x p p _ in 00'Zl O.tz O ~ m w C 3 l SZ'b Q a, LLJ L.IP...... ~A..d001S L...-ff l.. I oN or, N ,i N ~LL Prn I b'686 I ~~rn V o` a o a, O d 3AN0 Z 0: 0 0 ~ 0 ca 3:) ca Lu 43SOd02id co z° w p LL -o _ 988 U, w d ° a c6ogea ° s O h W W ww Z, W, 'c m Z W W Q 01 LL U VI " V) 3: w Lj w y O Q Z LL O O C m O W W J w.H = a z 0 p LL v t; LU 0 co u o LU co 3 w C#) olm LL z Z .mi h z O w _ OH O o CC. 1 Z, <z W ('V O a w JO O H N. W W g zo zo z w u} z o U cvi I Z J W pw0OX°DW 0 J w w F w a in w O C7 Q : I M v O E F N 0X ® N J ti 0 N X x I a. N O N N O d _______— _ __ �: � l_�-r` 3 - C.•�� I � � S�ptember 2,20l� ���Z �1�--��� � ,�-'�;J�- Jon Henson — � ,1 � t� ��L I,.l.Jf9/"d� Steeplechase of Ea�;an Signature � � 14260 23"�Ave.N. �'`f'� SS Plymouth,MN 55447 ���� RE: Columbia—TBI Lot#003 �r�� � �,J�- �t S �`��t�� . Dear Jon: At TBI Lot 3, a S '/4°'x 5 lf4"PSL post may be used in lieu of the {5)2xb king studs located between the windows in the rear wall of the Family Room. The 2x6 jack studs that suppat-t the window lzeaders miist reznain in place. Since the rear Family Room wall in i�ot Ioad bearing,either a�impsoil HH6 header hanger ar Simpson A35 framing angle at each end of tlie header may be used to attach#o the king sh�ds ar PSL post in lieu of the,jacic stud(s). The A35 should be installed horizontally below the header, lil<e a seat for the header to sit on. If you have any questions or concerns,please do not hcsitate to ca1L � S�nee;cely, ��: � ....j�- R 4; �'. .���-��,.,,,��u�-� � � ToII Brothers,Inc. .. ���„ �,:-�� a r ., ;�r ,��c,;.� E` iz 3 � � v i 4 �- �;.. 1 s'S i �3,S�S�. . . '_� �� z t X 5 . Ctd � . `}. �k F.r tl ��,,�:� �Ki�.s ! �v�� . . . . .� �� . . . . . � 2 � '� � �?�e�t}�Lt.:,. ...��'.i�, �#� Sx.ut'�..lA ��� �,.�;1.�'.. � � � I`�rir�t?darr�: LIuf�I�a�.��"���3�;>I:; � � i vl�'.,tl"�Tit�: �����'� `�'�- .�.��.... Lisa Grosse,P.E. 1��te��� �,,;,��� #�:���3� Assistant Director of En�ineerii�g MN License#44�35 CG; Brett Malloy LMG/jc SESG 1tr0059 AO 93222 � �;t���������� ��z�rr.�z�;� ",>tl i�il�r��ltf�i`l:«��<I� ({u�•�;If�����, F'� I��(l-1=� � (?i5) '93-53()t1�`t`�^1�.: {'?15}?(��_;;�1� 1't-111:.:�t71::I_I'1Ii�'� � C)(�L;��(L)(� � I�)1�L1.:,�\� _� ��D.�9�Y6.,��"�7�is�"s t CJ,I`!L"',�(1��' � 0 � � /�� `V t'!`� �` ZXII�D�cx A�A A ` �� .. w� ao,U�> m�n w �� xrtoatin. n�.,�n � p � . . . . n� mmorno onxxTZ O (� N? 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A . r n a 'o < n � °� �'a y '�'S'x4°P����ob�-^: � s 'y, r E m � o� .. ^ m a soo n p �3�.�a .w no� n�� u m � o � n r ' w !r A � @�y 3? � o°�n �;��.,E=d � � 3Ea •� w r � �. mm � ^ v+ � � °o n.n u u+ � ` n . . �o�000 � r rr 'n �= u ' m d a= p � n, n,Nn�� � z �� �,s�e�i TG�o °�8� ° � . a i o o � � � . � O O V V U A � p .. O1�n g . . (�l O\\IF' �F+ y 3 . . .P��� µ n F`-i F-'N N � o � � . r . m�., \ O 3 N � �� � � O � � L�r 3 - E�k��, - ►`�3 g w€c..,���ra�•1 �„��-� C.i r y ��- EA+�q-� c o P`i �-I�� � "�' C ' JOB SUMMARY REPOl21' �' Lot#003.�te ... ;of Fialnftoar - . ,.....: .-, � ,.. _. .�... ,< - , ......: ,.. ,. , v.; „� ,...., r ... r r� <. . -,.� �. Member.Name.... :'. ` ' `; Results CurrentSolutlon - ' r , :-' Comments '.. Door Hdr Kitchen Passed 3 Piece(s)2 3/4'x 7 I/4*2.OE Mivotlatn�LVL Flush Beam Kitchen ?assed 2 Piece(s)1 3/4"x 14"2,OE Miaolfamp LV� Wdw Hdr DinEng Passed 3 Piece(s)1 3/4°x 7 1/4"2.OE M(vollamp LVL Drop Beam Dfntng Passed 3 Piece(s 1 3�4°x tt 7/8"Z,OE Mfaallam�LVL FNsh Beam iGtd�en Passed 2 Piece(5)1 3J4"x 14"2.OE Microllamp LVL Flush Beam Study Passed 1 Piece{s)1 3/4"x 14"2.OE Miuoliam0 LVL Garage Door Hdr Passed 2 Piece(sj 1 3/4"x 14"2.OE MiuotlamQ L4L Ftash Beam Garage PaSSed 2 Piete{5}1 3/4°x 14"2.pE MiuollamQ LVL ,,... 02 �d5Cr11¢#It .0::" . .,..' ����.. ::�� ::�: � � . ;:; �v ....: ......,�. ._ .... . ;..... ,.,�•s.:ta. ..,..:�... _.�._�.-_ .r . :...:�:i'i � ��� a(1".:. ' �'� ' � � '.' w: Merlfber Neme '': r:: :':: : ':: Results . .`i Current Solution` . ...:; ' ` ...... ,. . eomments , . E ress Wdw Hdr Passed 1 Piece s)f 3/4°x 14"2.OE Miuollamp LVL I il ; forte software Ogeratar Job Notes 9J91/2014�J:24:36 AM ; Ry�,�f�� Tci���;�„ Forte v4.8,€�esign Enc�ine:V�i.i.7.5 i � L}�nanLummrcomp:�i�y 3439F'ritrr�:crt4Vay � L0�#OO$.�If@ ` (952)d70-1EJJ3 E2�jan.f,iN ayan�ritr�,'ymans�•mwrccm �o�Mcoa ?��rr4ia Page 1 of 10 �F o �f "C' � ` MEh76ER REPORT Ma1n Floor,DoorNdrK'dchen pASSED A 1� I 3 piece{s) 13/4"x 71/4" 2.OE Microllamp LVL OveraO Lengih�6'7'° ��- ° ��- � ��`�- ��" �������� �� � +�,� � f 32�.K,F��.. � „���. } . Q �.:ti �{"1.�.. .::: .... .. . f Q � { r � .� .. �:: .::. .. ...�', .:'. :';� -.'�..'�'� �. . .:'. . . . .. .. ;: . . .:. ":.. ....;. �::. ... .....,� .;: ..... . .... ... .... .. ... -. :: .:..'..: ... . .. .. . ... ... .. ... . ��. '�.. '. -... .. :. .. . .. .;; ".:.. . � ' . . . .:.. ...: .- .. ;'.'�,'��� 5'3 l:! �2 IUl iocations are measured from the ovistde face of!eft suppori(or leR wntilever end),Aff dimensians are horizantal,;Orawing is Conceptual `Des� n Results '3 . Acivat��ocatiton ` '' _. Allowed :.. qesult: ; .'-LDF ,Lbitd CombFnadon{Pqttem) ;:_ $'stgn:Walt Merober Reaafon Ibs} q721(,a I 1J2° i1414(3.60') Passed(41%) -- 1.0 D t 0.75 L+O.IS S All Spans) l�Iember Type:Heade� Shear(Ibs} 3637�IQ 1/9" 8317 Passed(44'/0) I.15 1,0 D+p,75 L+0.75 S(All Spans) Bu�ldim�Use:Resfdentlal Momeat fFt-Ibs 5083 @ 1'6 1/2° i2273 Passed(4i%} 1.15 I.0 D+OJS L+OJS S(A!1 S ns 6�risdng Code:[BC Live Load Defl,{fn O,Ob7 @ 3'7J8" D,2if Passed(LJ999+) -- 1.0[3+0.75 L+Q.75 S(Alt Spans) �es�gn Methadabgy:ASD Total Load Detl.(fn) 0.114�3'i" 0,313 ?assed(t/b39) -- l,Q D+0,75 L+O.7S 5{All Spa�s) •[�ilection uitgla:LL(1J360)arx!TL(5/!6"j. '�dn9�LV):a1�anpression edges(rop and bottom)musF be braced a£6'7"ojc unless detailed othenvi5e prvper attachment and pos�'tia�tng of Wtera� Ixacing is requlred to athteae ma�nber sbbility, ; ; Beannq . : L6ads W Supparts(16s):.:: Sll�7�30i'�S � ;:TOfaF Aila(Iphla Required iDead =��� ;StwH+ i7otal Accessorfes^ .. -:.. t-Trtmmes-SPF 3.00° 3,00` 1.50° 2�24 1653 2543 Sb20 tlor�e 2-Trimmer-SDF 3.00" 3.00" l.54" 987 1053 559 2599 �tone _ Tnbulary Cead <Ftoorlive.; S�pow' �oads = '�auon ; --t�rww �;�o eo� ; ix oo) " [i, ` 1� Commp�ts �� 1-UNfotm(PSF) .. 0 t0 b'7" 8' 15.0 90.0 ryqpr 2•Uriform(PLF} 0 W 6'7' H/A BD.O - - yyall ' 3-tlrrform(PS� 0 to 1'6" 18'6" f8.0 - 35.0 rooF 4-Pantpb) 1'6" IIJA 1125 • 2�;1 _ m WeyerhaeuserNotes , -:. ; us ' , �s .rarteeuf xe2ESTar ir�maiivc 1Yeye�}yeuser warran[s that the s3�ing o€its products wiif be in auordance with Weyerhaeuser product destgn cnteria end published desgn values. Weyerhaeuser expressry dsc�aims a otlier warranhes related io tl�e software Reter to current�Yeyerfraeuse�literahue tor insbttadon deia�is, t�+4c�esw�es fRim Board,Blaiang Panels and Squash&ala}are rrot deslgned by tlais sollvrere.fhe of th�s wfivare is not Intended to ciramvent V�e need for a design ptofess3onal aS determined by the atAhority having jurisd'icUUon,T1ye des(yner of tecord,builder or f2mr1 is re5pon5ibte to assure that ihts calculatlon ts compatib[e with the merat{praject.producu manufactured at Weyerhaeuser facilit#es are third-parEy cerGfked tn s�inabfe fores6ry standards. The product applkatlon,input design bads,dirnensbru anc!svpport infamatlon fiare bcen proNded Dy Forte Software Operator i Forte SoRV�are Operalor .Iob rtofes $l11/2034�J:24:36 AIV! ' aY���n� ro��ero�r:e�s Farte v4.8.Design Engine:VG.1.1.5 ; �ymanLumt�rcom�any Y459'i�.":ir�;anLVay Lot#QQ3.9(e . ; I�'{2 4A:-AfA3 � 1 E. an.hi M i Rv&n Frilz:'Ag_n,ardumtrr.com Lei�k33 �ttrf314 • _ Page 2 of 10 � MEMBER REPORT Main Ffoor,F/ush 8eam fCifcl�en PASSE� ��� � � � 2 piece{s) f 3/4"x 14"2.OE Microllam0 LVi. . Overall Langth: i2'6" ,�--.�-'� � c � �.� v z- : ,�. �`*"�,�Gx���� "��� -��„�r j��x' €"�,�� n �� ^�c� -�"'^sr�„�-v���,.s,y�'�";�" �� �'`�..`"='�,"-�� T �,i'v^4� 4 "� � ��'s.: ��"� °�k.�.,�^N�� <� � �'��"y„r. "' . � r� ti.� x�.�" "�'�"'a' -.� '�^"-'"�g�,'*� �� �s�.`� �S:Bx-ZSE��-w2�yqy, 4'YS � '�y5' �,�.„� �^��i�tT"Y`N d�v�� ,l'� '�. " � i:'« r �' C�..,.....� k ' ._. ..... .>_,.. ..... .. _...:, nx..-:c: axY.S`.':�n'. �: _: , ;..> . n _ r. � _ , `:.: �: >:� ; �: �: :� �:; .t:; _ , ;,:.:i. � 72 6 � � � Atl iozat�ons are measured from the outslde face of IeR sugport{or ieft cantilever endj.All d�mensions are horizontal.;Drawing is Conceptva3 _ , ,..: DB51 I1.�851t1#S .. .. :lktual�l:ccation. Allaved; Rrsult: .:::. LOF 'i.oaif Cop�b�natlon(Paltern) .....;; .: 57'St�n:Floor Member Reaction{Ibs) 8214�12'2° 8181(5,50") Passed{100%) •- f.0 D+0.75 L+0.75 5(Ali Spans) Member Type:Flust�B�m Shear(Ibs) 6E46(�1Q'10 1/2" 10707 Passed(57%} 1.15 f.0 D+0.75 L+OJ5 S(All Spans) 8ui�og Use:Res€denBa! Moment ft•1bs) 23098 @ b'4 i/4" 27897 Passed(83°h) 1.15 1.0 p+0,75 L+0.75 S Afil Spans) ���4 Code:18C L[ve load Deft.(inj 0.236 @ 6'2 15115° R295 Passed{EJ601) -- 1.9 D+0.75 L+0.75 S All Spans) oesign Mediodology:IISD Totat Load 6efl, n 0.414 @ 6'2 IS/16" 0.542 Pa55ed(L/343) -- 1.0 D+0.75 L+0.75 S(Nl Spansj •Detiactlon criteria:fL(i/480)and TL(t/2i0}. •Bradng(EU):AI1 cornpre551on edges(tnp a�hottom}must be brdCed at S'16 f/4"o/c untess detailed oU�emfse.Proper aHadvneni and poQtSoning of laterat bracfrtg is required W xiveve msnixr sEability. ; = yBearing ;: ;; loadm to SuppoHs{ms); _ 3Upp01'�S ; ToFe1 Arailable; Requfred .:.-Dead �� •�Snow ;Tolai . Aaassoricv � .:_ .. . ..:. i-Slud wai{-SPF 5.50" 5.50' S.43" 3474 2p00 q I46 9b20 Btoctdng 2-Stud watf•SPP 5.59' S.50^ 5.52" 3530 2600 9244 4774 8totiong •Blocktng Panets are assumed to carry rw loads applied dirEdly aboNe Me�n and lhe full 3oad Is apptled to the member being des[gned, ; Tnbplarv Dead ilaorlive" Snorir -' L08d5 ` WGdltan.: WidNf ;(0.90) {i Q0):: iL15)_ Cpwj�¢nts - 3-UNfam(PS� 0 to 12'6" 8' i5.0 40.0 - tloor 2-UNfam{Pik� 0 to i 2'6" H/A 80.0 - - wail 3-Urotorm(PSFy 0 fo T 3` t8'b" t8.0 - 35.0 roof 4•Urolwm(PS F7 $'11"W 12'6" IS'6" 18.0 - 35.0 taoF 5-Point(i6) 7'3" NJA 544 - 1052 6-Pdn�pb� 9'!1' !1/A 507 - 97f ,... , , ,.. � eyer 0@US@l NOL@5 : _ ` (Z�J s CtW13lE FO2ES{8'tF ETfAF3Vt . :,.. ... . .. .. ._., . .... ��. . .. .; l wT � _ � Weyert�aeuser warrants that the saing of its products will be 3n accordance witli Weyerhaeuser product design uiYeria and puUished des3gn values. ' Weyerl�aeuspr pepressty cLSClalrra any oHw warrantles rdated to tAe wftware ReCer to current 1Yeye�haeuser tferature for insla!latlort detai[s. (�m�Accessorte5 iWm Board,Blaldng Panels and Squash Bfaks)are rat des6gned Gy thES sofEware.Use of this sofivare Ls not Infended to ctrcuimrnt the need(or a des�gn professiona!as determined 6y the auttwrify having jurEsdictlon.The deslqripr of record,buftder a tramer is responsiWe to assure that thfs cafaktlon Is wmpatible with the overall project Productr manufactured ak Weyerhaeuser fx3li�es are Wrd�party eefified to swYaEnabEe forestry standards. 71ie product applicatlon,lnput design loads,�mensions arid.support infom�ation have been provtded by FoRe Software Operator � i Forte Sorivrare Operator dob ltotas 8/�1J2014�3'24:35 AM ; t�yan Fniz Ta7 @rctFxrs FotiB V4.6,D65lgr1 E�giil£:VE3.3.i.5 ' i LymanLumCercomparY 3439'J:'r;�n�;cnlNay LO1�003.4tE � E�z�a�aiEos e�an.r.tr� ; ayu,�r���m;man,�r�rc:m �oi;�a �i�ra�4 #�age3oF1� i-+ MEMBER REPORT Marn Floor,Wtl�vNdrDining PASSED �� � � � � 3 piece(s) �.3/�"x 7 1/4"2.QE Microllamp LVL Ovarall Length:8'T' �w ���.: �- �;, � n �y`..=: L t+ 4 } '�'� � l"=: 0 �.::`y "��^:";�� ��' �' ...: _�:�:x ' � .�'.:��.�� .... ... .: .`. . .'�. ..; .... .... . ...; '..` ':", :..... '..... .. . ..:...: -�� '�:�` : �.. ... .. . .. ,. -.. ..:... .. . ...: . $'� � Q Q All lotatlons are measured€rom tha outstde face of left support(w feR pntilevar end).NI dimensions are horizontal.;Drawing ls Conceptual Desl n.ResiFlts .._.._i 'ACtial�lorapon , , „ , �", . , _ ;Affovred;:: Re�ult;:; . . -.:;LQF load Combin.adon(patt4li3) Systgn:Wa11 Member Reaction(Ibs) 5446 @ 1 1J2° 11419(3.00") Passed(48%) -- Y.0 D+4.75 L+fIJS S(AI!Spans t�lember Type:Header Shear(Ibs} 432b @ 7'8 3/4" 8317 Pa55ed(52°� 1.15 1.0 0+0.75 L+0.75 5{All Spans) Bultdin9 Use:Restdenttaf Moment(Fi-!bs) 7]23 @ 5'11 9/16" 12273 passed{63%y 1.15 1.0 D+0.75 L+0.75 S(A!I Spa�u) Buifdng Code:IsC live Load Defl.(in) 0.f85 @ 9'S S/8" 0.276 Passed({J541) -- 1,0 D+pJ5 l+0.75 S NI S ans �stgrt H�tladofogy:PSD Tota)Load De(I.(in) Q.312�,a 4'S Il/!6" 0,3I3 Passed(U321) -- 1,0 D+0.75 l.+O.7S S(A!i Spans) •DeNettlon tritefia:tl(tJ36p}and TL(5/i6`}. �Bredrg(!u):NI compress3on edges(ppp and bdtam)must be brxed at 8'7°o/c unfess debifed oUwwise Proper aUachm�t and postlort4xl af fat�dl braUng is requited ro aCh12vC memher stability. _ ' = Beann9 ::`.: Loads toSuDPais(�hs)? - 5upports ' roa� Ayailah(e Required "9ead F� 3novv Tdal Acaessones; .. -....._.. .::: 1-Trimmer-SFF 3.00' 3.00' 1.50• 2227 1338 2957 6522 None 2•Trimmer•SPF 3.00° 3.08" f.50" 2177 1338 2880 b395 tlone 7nbutarY Dead �Ftaortive Snow' = Loads __�oca�a�.! wicm {n so} ; �i oo).-: �z.15] Comments - �-un�r«m«s� o w g�" T 9 1/2^ �o.a qa.o - nooE 2•Ur�fortn(PLF) 0 to 8'7' ff/A 68.0 - - �� 3-UNfomt{PSF) 0 to 6" f8' t8.0 - 35.0 roof 4-Urufam(PSF) b'7'to S`7" 1$' 18.0 • 35.0 roaf b-POirtlQh} 6" N/A 1I25 - 2131 8-Pdnt(Eb) 6'7" N!A i125 - 2131 ;..-... Weyerhaeuser.Hutes _ ,._ _.. , ,. f� i r �,v.� . ... .. . ..� .. �� .:.... � �. . it i PL �E IQtESTKY ENIIIATNf Weyuhaeuser warran[s that the siLng of iES products witl be tn accadaace with i"leyerhaeuser product design criteria and published des!gn vatues. ►Veyeihaeuser expressly dKiaFmS any Wher yvar2ntles related to the software.Refer W current Weyerhaeuser Gtereture for Insb!latiart dcia05. (mvw_WoafhY�yY con+1 Accessorfes(Rim eoard,Blaidng Par�eES and Squash etaks)are rwt desgned by this wftware.Ehe o[ihis safhrare ts not tnte�ided to circ�umrent tbe need for a design pro[esSlona!as detemvncd by fhe autlwrity having Ju�isdiction.The destgner ot record,buifder pr hamer ts respon3ible tn assure Nat tfits catcufateon Is compatible w,tf�the ovaall project.Products manufactured at Weyerhaeuser facilittrs are thlyd-pariycertifled to susiainab� forespy skandards. Ttie produd appucatlon,input deslgr�bads,dime+cstons and s�pport infomiatlon hare i�en pro�by Forte SofE�vare Operatnr ' Forte Softm3re Operator Job Nofes $/91/2fl14 9:24:36 AM � styanFntr Fai BroU:ers �orte�4.8,Oesign Engine:Vfi.t.i.5 i `,m�Lumhnrcompany Ez�an��N':r�j'cn�`1ay L.Of#1103.�J�B ; 552 470-q£03 9 i Rvart Fritzo:ymanri,mtPr.tam LOt t.C{13 FJi t/<"U14 Page 4 of 10 ��F'� � `,` e ' MEMBER REPOR7 Main F/oor,drop Beam Dining PASSED �'"" 3 piece(s) 13/4"x i.i 7/8" 2,OF Micrallam0�-Vi. 4veralE Length=13'2" £ ��:� �. � �� < ..s . .�} ''�'�',� ..� ��`-� x'�, �- � + , �r.�, z, f" ._ r 3:�..� �� s, �� � � `� �`'� �^.� S. c...�'�- � . -T 1S.e �,.,' �r �v'f^, �r,° � �3�,.�-� �'�-�,o^s� � _ - ti,�"'s+,x ��.r^"' r�'°.�`x„�,�^ ,�r�` --ai' `�`�'"r�`r�.�.2.�v x�. E::^� _ � . . .� �� '��� fi � '�""�c`-� � .: } ;� .,z..:.._ ..s..:,x� ....:�::1�.... ...:..:�.,�� :�_. ..:. �.�.<...�_.._....:'- f/ � i _ ::: ;.;.:i.: � .:.. ' ' ...::..' . ....:�,. ' r ¢� -- _.. 12;S^ '':' � I� � All iotations are measured from the outside face of left suppori(or left cantilaver end),AIE dimensloru are horizontal,;Drawing Is Concepkual ,_ _ . -:_-: pesi II R@SUIt5 Actuaf�Loiatlan ;A!lowzd : Res�lt.: lpF Load Com6lnaban EPatteiif) ;'_: Syste�n:Hoor Member Reattion{Ibs 7770 @ 2" 13322{3,50"j Passed(58%) -- I,D R+1.0 L{All Spans) �ber type:orop Beam Shear(!bs) 6238 @ 1'3 3/8" Il&15 Passed(S3°6) 1.00 lA D+SA L(Atl Spans) euiWrng Use:xeslda-z8a1 Moment(Ft•tbs) 239)3 @ 6'6" 26772 Passed(9p%) 1.U0 tA D+1.0 L{,411 Spans} suiWirg Code;IBC liva Load Deli.(in) 0.370 @ 6'6" 0.422 Passed(i/410) -- i.p D}1.0 L(AI(Spans Design M�hoAology:p5n Totaf Load�e4.(in) 0.517 @ 6'b" 0.633 Paued(1J294) •- 1,0 D+1,0 L(All Span53 •DeHedfon oriteria:L!([/360j and TL(l/240). 'Bradrr4(1u):Alf<OnKrresslon EdgeS{top and bottom)mnst 6e btaced at 8'l I 9/16"oJc ur�ess detaited oU�envise.Proper attaclunr�t and positionErg of )aterat hrddng ls required to ach3eve membpr yYabili(y. ' ` ` ,���9 ;: ?: I.oads cbsuppotts'pbs)... : :; Slf��101t5 "� ,Tdal Ayatfabte _Reguired ':Dead F� ToFal Aaessori4s ... —.. 1-Trimmer-5PF 3,50' 3.50' 2.04' 2200 5569 7769 None 2-Trlmrt�er-SPF 5.50' S.50" 2.69' 2257 5712 7969 flane Tnbulary Dead Ftoorthre.:: Loads ; �.or��on: wiam ?(a so) (i aa) :: coin�ts t-Unilortn�PSF� 0 io 1;'2' 21'S i(16° I5.0 40.Q floor ._. _.. ,,... WeyerhaeuserNoYes `:: ;; ; ' ;;:• ;1;' ; ,;..: ': 1���sra�va[3tcro2�sr�rr3Hmar�vE 4 3f NleYerl�aeusef warrdntr thaf the sfzing of ihs prociucts�ynl1 be in accordance with Weyerfraeusv produc{design viteria and pubtished desigrt va[ues. WeyerEiaeuser e�qxasly discla€ms any other warrapbes related�Fhe Spfivra�c,Refer FO turrent Weye�haeuser fiterature for ins�llatlor�details. (wvnv.woodbvwv.r_nm,t p��������;m Board,BIa13ng Pane15 and Squash BtaEcs)are not destgned by this witware.l3se of thls saftware Is not Inter�ded to circumvent the need for a design profess�onat as deterrNned by the auUrority having Jurisd;chan.7he designe�ot record,bui�der or framer Is respo�ib[e to assure tlut thls catculation ts compa6de with tl�e aveiaH proJecY.Prod�xts manufactured at WeyerAZeuser faciFiUes are thlyd-party terhfied to susbinable Soreshy standards. 7Y�e produrt apptka8on,input desfgn bads,dimensions and wpport Iniormabon have been proNdsi by Forte So4hvare Operator ! fo�ta softwate Operato� Job Hofss 8t1 l/2014 9:24:36 AM � RyanFniz Ta�sror�rs �orte v4.&,Desic�n�ngin�;Yfi.f.3.5 ? £ymatt!umbe�C�N�tp3�Y 'l439 N'e;+in�*en way Lot�D3.4te � r�2�.�raaeo3 E�a�.r.�ra ; gyan Frf�.�;vman'umF�tc�n Loi:003 gJtt/2614 • __ Page 5 of 10 �r MEMB�R RkPORT Maut Floor,F/ush Beam Kitchen PASSED ��� � � � Y 2 piece(s) 13/4"x 14" 2.OE Mtcrollamp LVL �veratl lenglh: 10'8" �.' `' i�ir�e'�""�..e,*�n �� ''�"�..;e 'X'�fi�'v.� v�"�"x'�'�,. �--�,-�`' � c; �. � �. �. t ''��,.,.�r��"�'�r i xM' ���h z'".x-r-�.�'x^'�,'�r,.i� 3 €;x �" .. � .�:� ��..�a�a`� �����r`��f��-�^�-���:�`S��^�.� _ g�"y�'u'�'x' � �A�+,.5�� zr�.+. .s�3�,...���vn*ax z'�'s�'�i.,�`���'s + 0 e- _�.,%��.:�„W..,..��.�e�s `a'?.,......?_�.„_,. ��..-�_r�=,...s.-�-a"��t�. 'h.,.r^x.°`.' x«�r�, _ � ,;,,,� D �: _ ,. ' '; i �; �`: �::(_:1 ".; .j � . , .'O ..- .. �.,:�� a o Nt loptions are measured From the ouistde face of feR suppoR(or IeR cantilever end).All dimensions are horizontal,;Drawing u Conceptual . !i�2S1 n:R85ults ,.-"; 'Actual�LOCafton - , " , AllvYred'=: Result:: i.�.DF Load Conlblaatian jPattern) - " 9Ysfem:Roor Member ReacEion{Ibs) b133 @ 3" 6699(4.50°) Passed(92°hj -- 2.p D+1.0 L(AI!Spans) Member TYpe:Fiush eeam Shear(lbs) q374 @ f'6 1/2" 93L0 Passed(47�a} IAO I.p�+IA L(Nt SDans) �3��9 Use:ResWential Moment{Ft-Ibs) 14985�A 5'4 1/2" 24258 Passed(62% I.00 1,8 D+I.0 L(!UI Spans) Buadiog Code:1aC Uve Load DeFI.{in} 0,153 @ 5'4 1/2" 0.25b Passed(E/806) -- 1.0 D+1.0 L(Ali 5pans) Des6gn Me�hodobgy;ASp ToEal Load Dafi,(In) 6.212 @ 5'4 1/2" 0.512 Passed(l/579) -- 1.6 D t 1,0 L(All Spans) �oenectton c�re�;a:a(Uaeo�a��{ui4o�. '&ad�9(W):A!I comp�essfon edges(top aM bottom)must Ix 62ced at 10'9'o%unless d�ailed oU�ervrise.Proper aRach+ndrt and posi6oNng a€lafe�af bradrg�s iequlred to athEeve mernber sbbildy+. - `.: 9ear(ng ;_ ,:; loads.WSl�pPa'�.(I�)_. - ' . �i ��; ��-: r . ... 'F� �: . ; '. . . - -:. '- .�':; .: ': V = , SU 6�'[+ ;: Talal pvallBWe Roqatred 'Dead Flao► ToEat,_..AccessaiPs .. ... � . .. ,:.: :.. I•Stud tvall-SPF . 4.50' 4S0" 9.12' 1726 qq08 6134 BfocM 2-Stud watE-SPF 4.50' 4.50" 4.12" t726 4A68 6739 Blaldng •Bloddn9 Panels are assamed to carry rw toads apptted dtrectly above tl�em and the fuN load Is applled ro ihe mgnber haSng des�jned. ���� ` Tnbu�ry - '_Dead ��FlaotLNe' -= Loads ;_ �u�,� wid�, ;-to ga) ` �i.00 ' ` ; } . cai+ments 3-UNfam(PS� 0 to t0'9' 20'6° i5.0 40.0 floor _.. .. . . ,.::. ,., ; , � WB]/@H1a8i1521'N0�@S :t: -:-�:� �. .:. ..:. :. !:. ._�:- �� . � ...-_ ��::�:: -JSTAIV..L�LE FQ�ESiRF!. .... .... ����: t+�J�' . • i 9AAilYi , . . . .. . ...._ _, Weyahaeuser warrants thai tha sizing ot its productr+ni11 be irt accordance with Wey�er}iaeuser proGucE deslgn viteria and published des�gn ralues, 1 Weye�haeuser ex�xessiy discWtms any other warrdn8es relatcd to ihe wfhvare R�er to nmenE Weyerhaet�ser 1i6e�attxe for instaltation dt#ails. (ilfmat.�hlm�y.tvma Acceswries(Rim Board,81a1dng Panets and Sq�sh BEaks)are qo#designed by tlus software.ilse of this saRware Is�wt tntended to tiramvent the need for a deslgn professional as detem9ned by the a Wwn1y ha�ng Judsdictlon.The desfgner of cecad,6uiWer a hamer i5 responsibie to assare that this calcvlatiors ls compatibte with the overa€i profecf.Products manufaitured at NleNerhaeuser fao!`b'es are third-party certified to sustalnab6e foreshy standaMs. The praduct applicaHon,inpert desagn loads,dmenSSOns and�pport lnf4rmattart have beert provtdecf hy�orbe Sottvrare Ope�ator ; Forte Software operator Jab Nates $t11l2414�3:24:35 Ri4! i styan F�,� 70i!$rN.hzrs Forte v4.6.Resi�jn�nyii�e:VG.1.1.5 ; Ly,nanLumC:eexn�nY 3419'�I�iir+3!anNlny ; (�2j-170-AE03 Eegan,`.1N LOt#003.4t@ ; f�art Friiz:�';Ym�''R'�:��^�..-^: Le!t�C+03 �t�rosa Page 8 of tU � ° h1�MI3E#i REPORT Main Flaor,Flush Beam Study PASSED ��� � � � 1 piece(s) 1.3/4"x 14" 2.OE MicrollamQ LVL Overai[Length:8'1 t" K�,� �r� �. t� � r � r ; � _� y��.x �.�J� ���:a.. j .y-. s �.,�'4 r�. r t ' F.�i'4' 1 :x-: '� . 1 .t- X, s' 4 �� i . C �: �� �`.�—� � �� � .'�° �. '� ka } `� �.i.�.x,.�: �z �� u.r�'� .�.3- . � r �� � n ,-�:�.r�:x.x.:��,. ;:r�,.:_ '�t r ......�....''�` �` .=.� Z- :_:� ��-� n �.. . ... . ... . ., ... . ..,. . ... .._. .__. . �.... . . . � �::.�� ' �.:. .�::�. �:�:•. .�.:'.' '::: ..., ".: � �,..: ....:.. . . .. ,.. ., ...:.. -.. :. ._.::'�.1 �.: "...;:� � ' ,- ',",', . ...::;:. � .'..: ..... . - ::�.'.:.'� ...:�..�::.. :. :�.;: .... 1:. ... '�����.�. ��.� ��::-:i .:...��� .�.::p �.�.' .:i' ':fr ....�.:.: ,::'�. �.�...: ,� �_.. �.::.: . ... .....� � . . . �8��e � D G A1!locations are measured from the outside Face of left supporE(or!eft cantilever end).Atl dimenslons are horizontal.;orawing is Conceptual _... _._ D95I Il'RCSUILS . _: ;`Achial�Luc.illon Allaved,?- R�utt::- ?:LDF. LcadCotnbinatlai(Pattcnt) _:.: Syslem:€loor Member Reaction{Ibsj 3Y89 @ 3° 33�17(4.50") Passed(95°!0) •- 1,II D+lA L(All Spans) Member Type:�lush Beam Shear(Ibs) 2083 @ 1'61j2" 4655 Passed(45%) 1.00 1,0 D+1.0 E{NI Spans) auttda9 use:ResM�tlat Moment(Ft-Ib5 b325�4'S 1/2" 12I24 Passed(S2Mo) 1.00 1.0 D+LO i. All S ans) �3�+�9��� l;ve Load aefl.(jn) 0.091 @ 4'S k/2" 0,210 Passed(U499+ -- 1.0 Q+1.0 L(All Spans) Des3gn Mahodaiogy:ASo Total Load DeFl.(in) 0.131 @ 4'5 1/2° OA2f Passed(l/774) -- i.Q D+1.0 L All Spans) •€�flectlon rriteria:LE(!/480)and TL(y240}. •Bracing(EU):A11 compressfon edges(top ara!6ottom)must be braced at 8't 3J8`o/c untess delailed oihenNse.Proper atbchmen!and posi8oning of lateral braU�Is rec}uirfd t0 athleve nwnber stab�7iry. ; ' " _ :; C:Beating,. .: LoadstoSuDPorGs,(ib;):..: _ ` _ SUp�t�l'�S .; : To1a1 AvaqaLte.. Required :.Deatl 'Liv�e ;.Snow ;TObI ;Aouess0+;es. : .. _. . I-SWd waq-SPF 4.50" 4.56' 9.28" 955 2229 t56 339E3 etocfang 2•SbW wall-SPF 4.50' 9.50" 4.28" 955 2229 156 339Q Bfoddng •Btoddng Pands are assumed to prty rro Ioads apptied directly above tl�em arid tlie full bad Is applied to fhe mernber Gatng designed. `= + 71iBuWrY Dead ;FlOOrlrva' Sr/orY - ; , ; Coacfs ° ; t«anoa-;. . wia� ;�a so�. `:� p oo�;_ ...(�.is� comments `! r f•Unifomt(PSF} 0 ro 8'11° f 2'6' 15.0 40.0 - floor 2-Uniform(PSf�] 0 M 8'Il" 1' 20.0 - 35A r0of _. , We erhaeuser Notes , ,. Y .. .... '. ...., . �:: ._ . .�. . :. :,: :':��` SUi5P3�t441£FC2ESTRi Ih137+171VE 4Veyefiaeuser warrants that the srzing o[Its products wi1[be tn aaordance tiwth Weyerf�aeuser product design criteria and pubfished desk�rt values. Weye,haeuser e�qxessN dscfatms any other warrartties related to the software.Reler to<urrent Weyeriweuser fiterature ta insbltation de�ils. (�Ytcic�t$tySYy��rm1 P.c�eswries(Rim Board,S(aldng PaneEs and Squash 8faks)are not destgned by th6 software.Use of this sofhvare!s not intended ia cireum�eM[he need for a design protessiortal as determ'rned by the autlwrity hav'sng jvrisdiction,ihe deslgner o(record,buiMer os framer#s responsiWe W assure that th[5 CalNtatiOn Is cOmpddble wiN tl1C oVErall pra�[4 PrOdUChS t11df1ufdttured at Wey2�h2QU5Qr faCiit�iES are thlyd-p2tly cCttifi2d t0 SuSkdlfld6(e TOfKIlySL3iMWfdS. 7t�e product appikatlon,input deslgo bads,dirnensio�and wpport inforrrtr�tian have been pmvlded by Forte Safnvare OperaGor s fode SOEAVare Opeaator Job Notes 8ti 912074�3:24:36 AlVS j Ry�n Frttr TcE e•a;r�,s �arte v4.6,Desi�n Enc�ine;VC�.1.1.5 i I.qmanlumb•�rtomp=rp tna�vre;��n�rcnNaq Lot1i003.�{te i (952}47C-aE03 Ea�an.f3N � Ryan Fritz:d:m3an'vmFrf.c�n Lol�Q03 lltYfil4 Page7of f0 � �f�/'� C3 � � F MEMB�R R�GflR7 MainFloor,Garage DoorHdr FASSED �� �' �� 2 piece(s) �.3/4"x 1�4" 2.OE Microllamp LVL Qverall Length:96'8" ., __. s. :;�- + �;��'`-��:��' `J'� + �---�.:x•y,• ,._�. ..,�.:;=:::, rx�,. o ...._ .:_..,_ ... 0 x....�,,...... . ;: ;,.;� , ,. , _, . _ , ,. _ ,.. ''' �6,Z � a a Ail lopdons are measored From the outslde face of IeR support(or feft pntilever end).Ail dimensions are horizontal.;Drawing Is Conceptuaf ,... Dest n:Results ;; 'aceuai�ioiabnn aiwved[ •: Resuit;; . ' ;:�oF. ioaa comb�aa�on��ac�erri) �����: sys�em:waa� Membar Read[an(Ibsj b137 @ 1 1/2" 76f 3(3.40") Passed(8i�a) -- LO D+0.J5 L+0.75 S(NI Spa�s) M��7Ype:K��' Shear(ibs) 5794 @ 1'S" 10707 Pdssed{543'0) 5.15 1.0 D t 0.75 L+0.75 S(All Spans) ���n9�se:aes�tw3 Moment Ft-Ibs 24624 @ 8`4" 27897 Passed(88%) 1.15 i.fl D+0.75 l.+OJS S(All Spans) Bu�dng Gode:IBC tive taad asfl.((n} 0.392 @ S'A" 6.547 Passed LJ503j -- 1.0 U r OJS L+0.75 5(AIE Spans) ��9����o9Y��a Tota!Laad Retl.(Ir[) 0.833 @$`4" Q.821 Passed(L/236) -- 1.0 A+U.75 L+0,75 S Aft S ans) � •oeftectton triteria:LL(l/360}ared Tt(UZ90}. •Bractng(W):N[canpressEon edges(top and bottom)must be brat2d at 4'S YJ16"oJc uniess detailed otf�erwise.aroper attachment�d posiUoning of lateraE �ad+�j t5 rCquired to aWeve mem6er stability. � ; : BeaAng ':- Loa�IsCoSUppwts(Ibs}: - Supports : ;rowi Ar.sflabEe Reqaired _ 6� `Fioor ,Snow Totalr. llcc�ortes; - � ... _ _ -. .. . _ ... _. ._ . ,............. 1•7rimner-SPF 3.00' 3.OQ' 1.42" 3327 1169 �577 7073 None 2•Trfmmec•SPf 3,04' 3.00" 2.92" 3327 1169 2577 7073 Nqie _ : Tnbu3arY _Dead Floortite: Snav ' _ - _ ,. , _: LOd[IS ;. . Eoratlon.< Nlidth. . ...'{090j . _z (1.00} '_; {3.35) . Cornmeats . . :f : t•Uniform�PSh� 0 M i5'8" 2' 19.5 • 35.0 roof 2-Tapered(PLF� Oto8'4' NJA �O�Oto _ 35.Oto35.0 roof . 3•Tapered(PLF} 8'9°to 16'8' N�p i75.9 tn . 35.0 bo 35.0 roof 105.0 4-Unifomt(PS� 3'3'fo f3'S" S 9° 10.4 40.0 - floor 5-POirst(Ih) �'3^ �f/A 1A3U - 1702 6-Pant p b) 13'5" N/A E430 - 1702 WeyeihaeuserNotes _ ' ;:: ': ; f�SUiT�iVALSlEF02E5TNfINi7tARYE Wey�xhaeuser wartants that the siv�of i4s pmducts wi116e in aCCOrdance with Weyerhaeuser peoduci desEgn uiteria and pubEished design vafues. Weyerhaeuser expressly astEalrm arry other warran6es related to the sofbvare.Re(es io currrni Weye+haeuser literdture for insfa€laUOn detaits. {u�ys�Accessortes{Rim Board,Blocldrg Panels and Squash Slaks)are not de,fgned by N�ls software.Use of this software 15 rrot[�ended to circurtrveni lfie need for a destgn prWessional as determined by F3ie auRE�ority having Jurtsdiction.'ETie deslgner ot recad,builder or framer is responsible to assure lfiat Hds wlculatlon Is canpaUble witli the m�eralt pcoject Producfs�nufachued at We}erlweuser faciliqes are Wrd-party cerOfied ro sustalnabte faresdy standards. 1'he produd applitation,iopuk des3gn loads,dimensions aad support Enformatipn have been provfded by forte Softvrare Operator � Forta sw'M,are operator �otr Nates 8l11t2014�J:24:38 Ah9 � t�yan Fntz 7al gicit;ers Fot�e v�.S,Design�ngine:V6.1.1.5 � Lyman Lumb_�t canpzny 14a9'lJe�l:�7;on NIa3 �Of�0�.�t6 ; t�2�a�C-aso:� E:�an.rir� ' B z�F' �� � :-n:�rss� let::CA3 �iitraia PageBof t0 ._.._..._....._.... �I C M [� T � � MENIBER REPORT Main Floor,F1ush 8eam Garage RASSED �r �� � � 2 piec�{s) 13/4"x 14" 2.4E Microllaro0 LVL averall Length:20'5" �- � x -�,.�,� � £,-s�,c:.�._ rey�'r'�"z�m�.:.-. ' ,_. � �� � �'F if .�� �,.-_ 3'R � N.'>,'.:was:n ��.v,.: i d 1 i.�i Al 5� 34'- -": "i > ..',.Y�4'v^�k� # 1 v...c_......'L?.. .....:.....n ... ......a...,. ._..�..5..: ,.."^�'��:eG`n�.,,..3s'�::.. _ .�i�c....� � 'fi...,n�...-� __ ��+'� .. � � ,�' .._�.� > �.._� , ...' f � . -�� .:zG°>:�".,--.Ax�^.^^r.'sr�s-r'c!":.� � . ;.. .�..:':_ ...:;:: - ....., -� i '.:: .. : ..�:. ... ,:" -..: ... ..� w ! � � .....�'� �'�.�: � ��� �� �":.' .:�: . . . . � � 9'3 � to r � �--------- �� � � Aif lapifons are measured From the oatstde face of left support{ar EeR cantilever endj.A1E dimensio�s are horizontal.;Drawtng Is Concegtual ,. ;�g51 i1 R@5111t5 :: ;'AcWat�Lowtlon :. ;i. 1111ov�ied , Resuit , :: I,DF: :toad CombinaUoc�(Pattern} ..: : -: SYst�n:f?oor Memher Readlon Qbs) 4857 @ 9'6 1/2" 5206(3.50") Rassed(93�) •• LO D+1A S(NI Spans) ►�nber'eYpe:Fl�s�Beam Shear(Ibs) 1488 @ 8'2 3/4" 10707 Passed(19%) 1,15 1,4 D+1.0 S(Atl Spans} Bu�ng USC:RCSIdPni3a( Moment(Ft-Ibs) -4841 @ 9'b i/2" 27897 Passed 17% 1.15 I.0 D+I,p 5(All 5 ans) g���1���� Live Load De�l.(In) 0,028 @ 15'S 1/S" fl,268 Passed(€J499+) -• I.0 D+I.0 S(Ait S ns) ��4�Metl�ro9Y��a Fotaf Laad peti.(!n 0.043 @ 15'6 1/4" fl.535 Passed(LJ999+) -- I.0 D+I.0 S(NY Spans} •Oefiettlon triteria:El LU466)and TL(UZ90). •BraUtsg{Lu):pll canprpsston edges(top and boftomj musE be braced at 20'S'a/c uMess debifed oU�mvise.Proper apacMnent and postiaa4ng af Wteral bradng Is requlr�bo achieve member stabili€y. - Bead�.s ;:, toads Lo56ppats ll6s) :.; _ . : , -. Supports ;; _. roal`: Avalrauie:; nequlred: . Dea�,; snow':'.. Totai .; accessoi�es i 1-SWd wali-SPF 3.50" 3SQ" 1.50° 603 1083 1685 $tacidng 2-Stud wall-SPE 3.50° 3.50" 3.2b' f849 3006 4857 None 3-SNd wall-SPF 3.SD' 3.50' 1.50' S49 445 1494 Sioctdng •Stodc(rg Pands are assumed to tarry iro laads a�0ed directly abo�thern and�he(nll load 3s applled to Me memher 6eing designed. - :. r; Tri6utarY ; Dead .:` 5now ::_ � ' ROddS " = LdcaNaf Width ,, . '' ; _ (0 9Q) ;: ..:(1.15) .: Cuntnenls 1-Urifam(PSh� 0 to 20'S' 6' 19.5 35.d roof 2.Urv fam(PSF� 0 ro 9'9" 1'9' 19.5 35.Q roof ... . Weyerhaeuser Notes : .. .: ,..: `: ,..;:: .. ,.. ; s�sra�vaaisroxes��ri�,maTrvE Weyeiihaeuser warranfs tlwt the siung vf ils products wil[be in accordance with Weyerhaeuser producf desigrt uiMda and pub[tshed deslgn values. tiYeyeriweuser expressly discW€rtu any Wher wa�ra�tles re3ated W fhe soflv�are.Refer to currenY WeyerAaeuser IiterdNre for{nsiatlatiort de�ils. (Nnvw.woadhpyy.r�ml p,���ries(Rirn Baard,BlpcEdng PanCtS 3nd Squash 6lata)are npt desgn2d by this softvrare.Use oi thls SWl�vare Is not Inferded to circumvent the need for a deslgrt professbnal as deterrrined by khe au[hority having Jurtsd'ection.The des3grier of recwd,buiWer a framer�s respoixihte to assure that this cafcutafion is tanpatiWe with the overal!proJ�t Products manufactured at Weyerhaeuse�facilr�'es are third�parEy certified to sustalnaWe t6restry Sfiandards. "fhe produci appikatlort,Input desgn loads,dimensbns and wppod lntorm3tion have been proNded by forte Softvrare Operator � Forte soRware operator .rab tiotes 8t91/2014�3:29:36 Ah1 � Ryanfn� 7oi8rcthrsrs Fate v4.8,Design Engine:V6.1.1.5 ; Lyma�lumh�rc�tn�any 1439W�Fin3!cn'Nuy LOt{/0�3.118 i {552)-070�EQ3 Ezqan.l.IN i RvanFri�z�3`.'ymarr:umFr*r.c�n LOi#l03 2�fE]r014 Page9of10 , • ���C d°°f B] '�' � T MEMBEI2 i2EPORT 8asement Egress WdwHdr PA��� r ars N�t � ��ece(s) 13/4"x 1�4" 2.OE Micra!lamp L.VL Ove�aA length_4'4 1f2" �.. �'' �r ;Y. ' �" } �?'��r* l � � -}� O 0 i . ....: . ... _.. . . ..�. � ,,; ..�.: ,.. .,:,�; . .;�... :. .;: :..::;- : ::,:. � .�...:��.. . �� ::�. .�: ..�.. � ,.-:.... .._ � 4 � � � A!I locations are measured from ihe outsEde tace oF left support(or teft cantitever end).All dimensions are horizontal.;R�wing Is Conceptua! _,. , , , DPSI t!ItBSUItS.::.. . . .'14ctual�locatlon i AtloweQ_: liesylt LDF Luad Comti.InaHon(Pat4em) ;:: Sys�c�:Wall Member Reaction(1bs) 2248 @ 4'3" 380b{3.00") Passed(59%) -- i.0 D+S.0 t(Ail Spans) Membe�7ype:tteader Shear(lbs) Sb7 @ 2'if iJ2° 4655 Passed f 14%) 1.00 1,0 D-r I.0 L{AI1 Spans} Buildirn)Use:Residefitfal Moment{ft-Ebs) 1284 @ 2'ip 1/i6" 12t29 Passed 11% �.ao 1,0 D+1.0 l{AII 5 ans Bui�ing Code:1eC Lh+e Load Deti.{inJ 0.005 @ 2'3 5/8" O.i42 Passed{EJ499+} -- 1.0 D+i.0 L(Ail Spans Desrgn Niethodofogy:A50 Total Load DeR.(in 0.011 @ 2'2 13/16" 0.2i3 Passed(1J499+) -- 1.0 D+lA L(A!I Spans) �Oellectlon uiteria:lL{i/3b0)and 7L(E/240). 'Bracing(LU):Ali cm�pression edges{top ard botic>m)must be b�aced at 4'4 Y/2'o/c unless Geta;t�otl�envtse.Proper attachment and positlonfng Of lateral bf2CTfl9�S TBC�VIfEd�0 dCfdCYC I15FYI1pei Sfabili�. ;; ; `: °; BeaHng:: ::LoaAsioSuppwis{lbsj SUp��ltS,; , ; total. :;Arailabie. Required. Dead ' Snow : :' 7ofa! _': Acoesgcriss floor s ; __........__............... _.....,... ... _.... 1-Fr1m�r�et-SPF 150' 1.50' 1.50" 537 368 - 905 None 2-T�im+r�er•SPF 3.04' 3.00' 1.77" f 226 1022 204 2452 None , ,,. ' Tt76umrY Dead ': Floor Liye SrEUw ` - ? �: i�: , ., .;.: ..:� .�: 1_oads ;:: ; c«a�oi,. . . wtam . ::. (0 90) ; (i.OQ} (1:15) . Com�nents t. r 1-Unifam�P5F} 0 to 3'6' 2'b" tS.Q 46.0 - floor 2-Unifortn(PSF) 3`b'to 4'3" 8' 15.0 46.0 - 600r 3-Urtitorm(Pi_F) Q tn 4'41/2" NJA ll5.0 - - wafl 4-PoEnt Qb} 3'6" ti/A 373 800 - 5-Pdnf(Ibj 4'3" N�A 379 • 204 ... ........ .. ...: . . . . . .. . �.. .. . , . ... ... . . .. ...... . .. ......... . .... . . ... Wayerhaeuser iVotes - ; ` ` t� S.JSfA1W6Ef FQ^•ESTKf tt:iOASiVE Weyerhaeuser warranhs ihat 3he sizing of its products w�El be fn accorda+xe with 4'leyerhaeuser product desl9n uiteria and put�ished desigrt va)ues. Weyerl�aeuser expressEy dsclafms any other warranties related fn the soft»vare Refer to current Weyprf�aeusev iiterafure far instaHaUOn detaits. (umm[.rt�hp�:c�t)Pcceswrles{Rim Board,Sfaki�Panels and Squash 6!o[laj are not des3gned by this software.Use of this solhrare is noE intended to dreunrrent tbe need for a destgrt profess3anal as de[ermtned by Fhe auUariry tsaving/urisdictian.Fhe designer oE retord,builder or framPi ts responSiWe to aswre that ihis talculadon ts compatibfewith ttie overaEl pro�ect Products manufactured at Weyerhaeus2l tzCllfies are Wrd-party certfied M sustatrtable fOrEStry S�ndards. The pradud app�kaUOn.input deSiqn kad5.dimCruiont and st�ppott Inf4m�atlon have been fuOVEded by Porte SORware OpOrdtOr ' eode software Opa�ror . Job ttotes 8111J2014�J:24:36 AM i Fo;le vA.6,�esign Engine:V�.i.1.5 ; Ryan Fn�z FdE 8rcit�er� : LymanLumberccmp.=.ny 14394:'s":iirt3!on�"lay Lot#Qa3.4te � € 5952}47C3EJ3 Er.�an.F.!N j Rvan Edtza;vman'�:mGacc:fn Lo1::003 :.J1712614 Page 10 of 10 � Richard Kittredge From: todd_reiss@carpentrycontractors.com Sent: Monday,August 11, 2014 10:58 AM To: Richard Kittredge; cory_fiecke@LymanLumber.com;Chris_Backhaus@trussabc.com; joe_davini@carpentrycontractors.com;stoffelconstruction@gmaiLcom Cc: Anders Gode;lon Henson Subject: RE: Lot 3 - Steeplechase of Eagan - roof truss issue Rick- I'll send the truss drawing into the engineers at Truswal to see if they can show this attachment to the roof truss. It does look like the plan shows a 2x4 wall under the rafter to support,would that wall need to be added per plan? Todd Reiss Carpentry Contractors Co. 612.743.6238 *CCC is Hiring Carpenters: Please visit www.carpentrvcontractors.com for details i , �� �;�',�1 fi�£� �'�t �i�t �i���.�llt�� ' ��R ��.�'� C�S.�..�R T�� �E�i F1,��.11 T�� i., , . ��f� � � t�'�' ?�t� ��Gf ��. ��� �G'� "���5� '�� �� �Fi.�!� ' . �!���. F _ , G'+�,�.+�fi�,l . �� � ��� � ��� �G ��'� . �c� ����`#fi�� � ���.� �.��'�tt��► ' 1 ��'' �• F� ��T� s� �,. �,,•� . �r� � ��1' t�.�, '�'' ,� ' . � �� ������.� ' .�� �:�t�, • � � � � s��� �� ����.. �-r�� ���� ��� �z�►r_. �t3�,q5�T �*�f� �.t�� F�, ��.0 . F�� F�.A.�1 �.�,� �'�'�� 1., v - �►�'�.� -----Original Message----- From: Richard Kittredge Lmailto:RKITTREDGE@tollbrothersinc.coml Sent: Friday,August 08, 2014 5:12 PM To: Cory Fiecke-CHAN;Todd Reiss-CCC;Chris Backhaus-ABC Chetek;Joe Davini-CCC;stoffelconstruction@�mail.com Cc: Richard Kittredge;Anders Gode;lon Henson Subject: Lot 3-Steeplechase of Eagan - roof truss issue To all at Lyman/ABC Truss FYI- I completed a framing inspection with the city of Eagan building official yesterday for Lot 3- 1439 Wellington Way at Steeplechase of Eagan. There is an area above the master bedroom walk in closet where Mike Stoffel (crew sub'd out by CCC)where the roof trusses over the 3rd stall garage meets some hand framing for the roof above the walk-in closet 2 � • above 2-car garage. Mike and his crew nailed on the handframed 2x12 rafter ends and sistered them onto the end of the A-1 trusses-see attached diagrams and plans. I will also send a second email with some site pictures of the issue/concern. The city inspector wants some type of "engineering"to show that this will work-or show on a new"truss profile"sheet showing this 2x12 is ok to be nailed onto the existing truss. Maybe something will be needed?? Possibly a wall built under it?? I need to get an answer on Monday-so I can proceed with the home. Call me if you have any questions. Thanks, Rick Kittredge, Toll Brothers, Inc. Senior Construction Manager- Minnesota Division 14260 23rd Ave. N. Plymouth, MN 55447 Office: (651) 365-0601 Fax: (651) 365-0605 Email: rkittredge@tollbrothersinc.com The information provided herein is for informational purposes only. Nothing contained herein is intended to obligate or bind Toll Brothers, Inc., its affiliates,or subsidiaries unless signed by all parties in an Agreement of Sa1e. -----Original Message----- From: ricohmpc3502@tollbrothersinc.com [mailto:ricohmpc3502@tollbrothersinc.com] Sent: Friday,August 08, 2014 11:11 AM To: Richard Kittredge Subject: Message from "RNP002673425811° This E-mail was sent from "RNP002673425811" (Aficio MP C3502). Scan Date:08.08.2014 11:11:03 (-0500) Queries to: ricohmpc3502@tollbrothersinc.com 3 ALL IDFAS.OFSIfTS,pRRAN6l7/B1!SPND%ANS U7D:CAT'cDQt R�RESEN7ED BYTH15 DRAW�i6ARE 914�D BYANDTHE PIiOFERttOfTOLLBROTlBtS.LYC.AIiD ARE COPfRIGHT�.THEY WERE CR(ATW,Etlall�UA DPJBDPEO Fqip�ON. AND]Np�MECfIONWIiHTHESTE��PR0IELT.PbNE0F5WIIDE0.5.DESif�iS�ARRAN(4MENTSORPIAN591AllBEUSE08Y0RbL5QO5EDTOMT7E0.50N,FIIIMORCORP-IXWIIONPoRANYPIRPOSEN7ta150EVERWRHIXIf7HEWRIREt! 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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 �,'. . PERMIT City of Eagan Permit Type:Building Permit Number:EA176375 Date Issued:05/13/2022 Permit Category:ePermit Site Address: 1439 Wellington Way Lot:3 Block: 3 Addition: Steeplechase Of Eagan PID:10-72540-03-030 Use: Description: Sub Type:Reroof Work Type:Replace Description:Does not include skylight(s) Census Code:434 - Residential Additions, Alterations Zoning: Square Feet:0 Occupancy: Construction Type: Comments:Please print pictures of ice and water protection and leave on site. If water damage is encountered, please call (651) 675-5675 to schedule a site visit to verify the extent of the damage. Any repairs must be inspected prior to covering. The inspector will determine if an additional permit will be required to repair the water damage. Valuation: 5,000.00 Fee Summary:BL - Base Fee $5K $118.00 0801.4085 Surcharge - Based on Valuation $5K $2.50 9001.2195 $120.50 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 - Bhavesh Pramod Amin 1439 Wellington Way Eagan MN 55122 (513) 307-2036 T 10 Construction Services Llc 16754 US 10 Bldg 2 Elk River MN 55330 (612) 254-8060 Applicant/Permitee: Signature Issued By: Signature