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3839 Aidan Ct 0-- 1 10 r61 [ 7 �� ).' Use BLUE or BLACK Ink 0 111Jr For Office Use 1(7,IP 4111,111' City of Eaall rn( tt t-�9 cP(P ' ::::ee: l 3830 Pilot Knob Road Olv Eagan MN 55122 '41) r td 44 Date Received: �' - - l Phone: (651)675-5675 - -' o buildinginspections(a)_cityofeacian.co 1°,1 Staff: fill 1 7 , 2017 RESIDENTIAL BUILDING PERMIT APPLICATION It (0A. Date: 1.30.2018 Site Address: 3839 Aidan Court Eagan MN 55123 Unit#: 9-'2` Name: �g Phone: Resident _. . Address/City/Zip: ;,�� Applicant is: Owner Contractor Description of work: Residential New Construction TX00 of Work ' ' Construction Cost: 300,000 Multi-FamilyBuilding: es /No X Pulte Homes of MN Company: Contact: Charles Ratts Co tractor Address: 7500 Flying Cloud Drive #670 cit,: Eden Prairie State: MN Zip: 55344 Phone: 612.790.2892 Email: charles.ratts@pultegroup.corn License#: BC627273 Lead Certificate#: If the project is exempt from lead certification, please explain why: Residential New Construction COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING In the last 12 months, has the City of Eagan issued a permit for a similar plan based on a master plan? Yes X No If yes, date and address of master plan: Licensed Plumber: Elander Mechanical Phone: 952.445.4692 Mechanical Contractor: Elander Mechanical Phone: 952.445.4692 Sewer&water Contractor: DSM Excavating Phone: (651 ) 480-1355 Fire Suppression Contractor: NA Phone: -14'T ins andsupporting documents04: sub *re considered .141-infor '. P' ,,', . the infor ti ay te: lass fie asp on l f you pr videspec`rfi 'ons;that d perms the C' are r ,e retsl a You may subscribe to receive an electronic notification from the City of proposed ordinances by signing up for an email update on the City's website at www.citvofeauan.com/subscribe. 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. 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.00pherstateonecall.orq I hereby acknowledge that this information is complete and accurate;that the work will be in conformance with the ordinances and codes of the City of Eagan; that I understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. x Pulte Homes Charles Rattsx - Applicant's Printed Name Applicant's Si nature Page 1 of 3 3839 -/,'14.41 C f- IL06)/01-1 DO NOT WRITE BELOW THIS LINE SUB TYPES _ Foundation _ Fireplace — Porch(3-Season) _ Exterior Alteration(Single Family) Single Family _ Garage _ Porch(4-Season) _ Exterior Alteration(Multi) Multi — Deck — Porch(Screen/Gazebo/Pergola) _ Miscellaneous 01 of_Plex _ Lower Level _ Pool _ Accessory Building WORK TYPES .4 New _ Interior Improvement _ Siding _ Demolish Building* Addition _ Move Building _ Reroof _ Demolish Interior Alteration _ Fire Repair _ Windows _ Demolish Foundation Replace _ Repair Egress Window _ Water Damage Retaining Wall *Demolition of entire building—give PCA handout to applicant DESCRIPTION Valuation 31,13 J(O Occupancy 1r2c– / MCES System Plan Review Code Edition 10 /0 SAC Units I (25%_100% vl Zoning q_is City Water lr S Census Code /0/ Stories .2... Booster Pump ///p #of Units I Square Feet AO/9 PRV /t/p #of Buildings / Length t y Fire Suppression Required i/& Type of Construction ,Q Width 3 I*" REQUIRED INSPECTIONS Footings (New Building) Meter Size: Footings (Deck) *- Final I C.O. Required Footings (Addition) Final I No C.O. Required 5 Foundation 4( Foundation Before Backfill HVAC_Gas Service Test Gas Line Air Test $- Roof: ti4tce &Water'it Fina Pool: _Footings _Air/G. ests _Final ,ts-' Framing 30 Minutes t/1 Hour Drain Tile Fireplace: 9CRough In >le Air Test X Final Siding: _Stucco Lat Stone Lat _Brick_EFIS Insulation Windows - Sheathing Retaining Wall: Footings_Backfill_Final Sheetrock Radon Control Fire Walls Fire Suppression:_Rough In_Final Braced Walls Erosion Control Shower Pan Other: Reviewed By: /,/ , Building Inspector RESIDENTIAL FEES /9S9' On,iffy L.�, & /6. -7y4' 3 ,5-oA- Base Fee '2;588 (y04" /P l-5/itC� ?�/ ! G ?4'--- yy Surcharge / C t plR-Qp--1$ Ifi3 Plan Review ,5�� C,r � /J�g MCES SAC 0 'j 10-1 ,�I ?T i City SAC y5 46 /%�1G i � /1`@ / ,Y9�-0 Utility Connection Charge S&W Permit& Surcharge g /,rc , f. � � Treatment Plant Copies TOTAL Page 2 of 3 14_7 Ito ti New Construction Energy Code Compliance Certificate Date Certificate Post Per R401.3 Certificate.A building certificate shall be posted on or in the electrical distribution panel. Mailing Address of the Dwelling or Dwelling Unit City 3839 Aidan Ct Eagan, MN Name of Residential Contractor MN License Number Pulte Homes BC627273 THERMAL ENVELOPE RADON CONTROL SYSTEM Type:Check All That Apply x Passive(No Fan) Active(With fan and monometer o or other system monitoring iu device) ca y Location(or future location)of Fan: m o Attic 3 U o a to z Q CO m as 0 -°o C o c z N O 0, LL X 0 Insulation Location p� ; ca v O TEsw w az `o w o> E E a� o v o N o a o o c rn m I— z u iL u- u- is ix Other Please Describe Here Below Entire Slab x *Exterior only per exception in R402.2.8(right) Foundation Wall R-10 x If Exception not met,R-5 at interior-ridgid -ReFiffiretef-of Slab on Grade 61AL it 4d r (.. R-10 x lJ Rim Joist(1st Floor) R-20 x Interior Rim Joist(2nd Floor+) R-20 x Interior Wall R-20 x Ceiling,flat R-49 x Ceiling,vaulted R-49 x Bay Windows or cantilevered areas R-30 x Floors over unconditioned area R-30 x Describe other insulated areas Building envelope air tightness: Duct system air tightness: Windows&Doors Heating or Cooling Ducts Outside Conditioned Spaces Average U-Factor(excludes skylights and one door)U: 0.31 Not applicable,all ducts located in conditioned space Solar Heat Gain Coefficient(SHGC): 0.30 X R-value R-8 7 MECHANICAL SYSTEMS Make-up Air Select a Type Appliances Heating System Domestic Water Cooling System Heater x Not required per mech.code Fuel Type natural gas natural gas R-410A Passive Manufacturer Lennox Rheem Lennox Powered Interlocked with exhaust device. Model ML193UH070XP PROG5042NRH67PV 13ACXN036 Describe: Input in 66,000 Capacity in 50 Output 3 Other,describe: Rating or Size BTUS: Gallons: in Tons: AFUE or 92% SEER 13 Location of duct or system: Efficiency HSPF% /EER Heating Loss Heating Gain Cooling Load Residential Load Calculation 60159 26267 33,157 Cfm's "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 �Af�� X Passive x Heat Recover Ventilator(HRV) Capacity in cfms: Low: �y High: 192 Other,describe: Energy Recover Ventilator(ERV)Capacity in cfms: Low: High: Location of duct or system: Balanced Ventilation capacity in cfms: Location of fan(s),describe: I Cfm's Capacity continuous ventilation rate in cfms: 6 "Flex Y/ Total ventilation(intermittent+continuous)rate in cfms: "metal duct Builders Associaton of Minnesota version 101014 r .4- 9 Project Summary3 : wlri htsoft� Entire House Date: 2018 Elander Mechanical Plan: Continental 645 Sierradoah Drive,Shakopee,MN 55379 Phone:952-445-4892 Pro'ect Information For. Pulte Homes Notes: 3839 Aidan Court Eagan, MN 6453.019.01 Desi a n Information Weather. Minneapolis-St Paul Intl Am.MN,US Winter Design ConditionsSummer Design Conditions Outside db 45 °F ' Outside db 88 °F Inside db 70 °F Inside db 70 °F Design TD 85 °F Design TD 18 °F Daily range M Relative humidity 50 % Moisture difference 42 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 47140 Btuh Structure 22863 Btuh Ducts 6559 Btuh Ducts 4051 Btuh Central vent(SER=50%142 cfm) 6460 Btuh Central vent(SER=50%142 cfm) 1360 Btuh Heat recovery Heat recovery Humidification 0 Btuh Blower 0 Btuh Piping Equipment load (E9 Bhih Use manufacturer's data n Rate/swingmultiplier 93 Infiltration Equipmensensible load 262 h Method Simplified Latent Cooling Equipment Load Sizing Construction quality Tight Fireplaces 0 Structure 2382 Btuh Ducts 582 Btuh Central vent(142 cfm) 3927 Btuh He Cooling Heat recovery Area(ft2) 46 4604 Equipment latent load 6891 Btuh Volume(ft3) 30521 Air changes/hour 0.13 0.07 Equipment Total Load(Sen+Lat) 33157 Btuh Equiv.AVF(cfm) 66 36 Req.total capacity at 0.81 SHR 2 Heating Equipment Summary Cooling Equipment Summary Make Lennox Make Lennox Trade MERIT 90 Trade MERIT Model ML193UH070XP366-* Cond 13ACXN036-230-'"° AHRI ref 4792133 Coil 033-38*++TDR AHRI ref 7619361 Efficiency 93AFUE Efficiency 10.7 EER,13 SEER Heating input 66000 Btuh Sensible cooling 28000 Btuh Heating output 62000 Btuh Latent cooling 7000 Btuh Temperature rise 50 °F Total cooling 35000 Btuh Actual airflow 1162 cfm Actual airflow 1167 cfm Air flow factor 0.022 cfm/Btuh Air flow factor 0.043 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.80 8oly 1tallc values have been manually ovenfdden Calculations approved byACCA to meet all requirements of Manual 3 8th Ed. -wrightsoft~ 2018-Jan-2308:43:04 Riga-Siite®UriversaI201818.0.08 RSU13410 Page 1 ...tsoftuseriDesktopPLIte Cartirertal Strroom:n p Caic=M18 Frort Door faces:W 4 wrightsoft Component Constructions a . 2018 Entire House By: Elander Mechanical Plan Continental 645 Sheredoah Drive,Shalaopee,MN 55379 Phone:952-445-4692 Project Information For. Pulte Homes Design Conditions Location: Indoor. Heating Cooling Minneapolis-St Paul IntlAtp,MN,US Indoor temperature(°F) 70 70 Elevation: 837 ft Design TD(°F) 85 18 Latitude: 45°N Relative humidity(%) 50 50 Outdoor. Heating Cooling Moisture difference(gr/Ib) 54.5 41.8 Dry bulb(°F) -15 88 Infiltration: Daily range(°F) - 18 ( M ) Method Simplified Wet bulb(°F) 7 5 Construction quality Tight Wind speed (mph) 15.0 Fireplaces 0 Construction descriptions Or Area U-value Instil R Hig HIM Loss Clg HIM Gain ft2 athek.F WE/Stun Eitutval Stun Mune' Stun Walls 12F-0sw.Frm wall,vnl a r-21 v ins,1/2"gypsum board int fish, n 890 0.065 21.0 5.53 4918 1.25 1114 21(6"wood int,16"o.a e 524 0.065 21.0 5.52 2896 1.25 656 s 910 0.065 21.0 5.52 5029 1.25 1139 w 750 0.065 21.0 5.52 4145 1.25 939 wE�-- 0 all 3075 0.065 21.0 5.53 16988 1.25 3847 158-10sfc8:Bg war,heavy dry or light damp soil,concrete (I�r-100 n 368 0.050 10.0 4.25 1564 0 0 ins,8"thk e 304 0.050 10.0 4.25 1292 0 0 s 368 0.050 10,0 4.25 1564 0 0 all 1040 0.050 10,0 4.25 4420 0 0 Partitions (none) Windows 61A:VINYL Glass;NFRC ratedSH(G.30);6.67 ft head ht n 52 0.310 0 26.4 1368 11.2 582 s 4 0.290 0 24.6 99 19.1 77 s 34 0.300 0 25.5 864 19.3 655 w 170 0: 10 0 26.3 4474 33.5 5694 all 260 .310 0 26.2 6805 27,0 7007 61A VINYL Glass;NFRC rated(SHGC=.27);6.67 ft head ht e 80 2alg. 0 26.3 2103 30.7 2453 61A:VINYL Glass;NFRC ratedGC�.2 );6.67 ft head ht w 45 0.310 0 26.4 1186 31.7 1425 Doors 11JO:Door,mtl fbrgl type e 42 0.600 6.3 51.0 2142 18.3 767 s 20 0.600 6.3 51.0 1012 18.3 362 all 62 0.600 6.3 51.0 3154 18.3 1130 Ceilin s() Ski Cen R-49 Std Ceiling,R-49 1788 0.020 49.0 1.70 3040 1.08 1929 Floors 20P-30c:Flr floor,frm fir,12"thkns,carpet flr fn . ,r-5 ext ins,r-30 cav 320 0.035 30.0 2.97 952 0.49 156 ins,gar ovr 21A-32t:Bg floor,heavy dry or light damp soil,8'depth 1468 0.020 0 1.70 2496 0 0 '4 wrightsavt- 2018-Jan-2308:43:04 Riglt-SuOe®tkiveraaI 201818.0.08 RSU13410 Page 1 AS ..tteitusertDesIdopIPuiteCortinertatSutoom.fup Calc=M. Frort Door faces:W EPOPS: 003039-545973 AAA AA AAA AAA***AAAA*** NO PRICE COPY ****AAAAk************ Page: 1 171101 1331 BIC2020 QUOTATION #3525 1/22/2018 AUTOMATED BUILDING COMPONENTS Sim#: 003039 RECEIVED * 18800 WEST 78TH STREET Emp: sir MN 55317 Entered: 1/22/2018 FEB 21 1018 Phone: (952)937-9060 Xmitted: MILLWORK DIVISION Fax: (952)697-4240 PO#: Customer#: 2 Job Name:3839 Aidan C Home Owner: PULTE Project ID: 3839 Aidan C 12701 WHITEWATER DRIVE Location: Eagan SUITE 300 Lot#: MINNETONKA, MN 55343-0000 Model: CNTNTL-HRIB-FL Phone: (952)912-5473 Contact: Fax: (952)936-7839 Cust PO#: CP13051 Ln LongQty Description Ord No Ord p 01 3 60"(0)X 36"(0)(5030) ProFinish Builder White Slider(XO); Rough Opening Size; FIN;Pulte Homes; Intercept; ProSolar Low E;Argon Gas; Double Glazed; Regular Strength;Half Screen Fiberglass Roll-Formed Scr Mold Wrap Screen Separate;A2 Mtg Rail/Stile; Two White; Plain; Corrosion Resist Roller/Glide Discount ID: CP13051; (U1=96"); DP:35; Test Number=C0840.01; U- Factor:.31; SHGC:.28; Unit does not qualify for any ENERGY STAR®regions.; Room ID: BSMT 02 6 36"(0)X 72"(0)(3060) ProFinish Builder White Single Hung; Rough Opening Size; FIN;Pulte Homes; Intercept; ProSolar Low E; Argon Gas; Double Glazed; Regular Strength; Half Screen Fiberglass Roll-Formed Scr Mold Wrap Screen Separate; 00 No Reinforcement;WOCD Devices; Two White; Plain Discount ID: CP13051; (UI=108"); DP:25;Test Number=C0826.01; U-Factor:.31; SHGC:.30; Unit does not qualify for any ENERGY STAR®regions.; Room ID: GATHERING&BED#6 EPOPS: 003039-545973 ********************* NO PRICE COPY * ********AAAI,A*** Page: 2 171101 1331 BIC2020 QUOTATION #3525 1/22/2018 AUTOMATED BUILDING COMPONENTS Sim#: 003039 18800 WEST 78TH STREET Emp: 'ir . CHANHASSEN, MN 55317 Entered: 1/22/2018 Phone: (952)937-9060 Xmitted: MILLWORKDNIS10M Fax: (952)697-4240 PO#: Customer#: 2 Job Name: 3839 Aidan C Home Owner: PULTE Project ID: 3839 Aidan C 12701 WHITEWATER DRIVE Location: Eagan SUITE 300 Lot#: MINNETONKA, MN 55343-0000 Model: CNTNTL-HRIB-FL Phone: (952)912-5473 Contact: Fax: (952)936-7839 Cust PO#: CP13051 Ln Qty Long Description No Ord 03 1 36"(0)X 72"(0)(3060) ProFinish Builder White Single Hung; Rough Opening Size; FIN;Pulte Homes; Intercept; ProSolar Low E;Argon Gas; Double Glazed; Temper All All; Double Strength (1/8"); Half Screen Fiberglass Roll-Formed Scr Mold Wrap Screen Separate; 00 No Reinforcement; WOCD Devices; Two White; Plain Discount ID: CP13051; (UI=108"); DP:25;Test Number=C0826.01; U-Factor:.30; SHGC:.30; Unit qualifies for ENERGY STAR@ region(s): North Central.; Room ID: CAFE-TEMP 04 1 71 1/2"(T)X 71 1/2"(T) (3060) ProFinish Builder White Single Hung; Tip-to-Tip Mulled, Horizontal Twins (2 windows, 1 openings); FIN; Pre-Mulled;Pulte Homes; Intercept; ProSolar Low E;Argon Gas; Double Glazed; Regular Strength; Half Screen Fiberglass Roll-Formed Scr Mold Wrap Screen Separate; 00 No Reinforcement;WOCD Devices;Two White; Plain Discount ID: CP13051; (UI=108"); DP:25; Test Number=C0826.01; U-Factor:.31; SHGC:.30; Unit does not qualify for any ENERGY STAR@ regions.; Room ID: SUNROOM - t EPOPS: 003039-545973 A AAA AAA************** NO PRICE COPY ********************* Page: 3 171101 1331 BIC2020 QUOTATION #3525 1/22/2018 AUTOMATED BUILDING COMPONENTS Sim#: 003039 RECEIVED * 18800 WEST 78TH STREET Emp: CHANHASSEN, MN 55317 Entered: 1/22/2018 FEB 21 2018 Phone: (952)937-9060 Xmitted: MILLWORK Fax: (952)697-4240 PO#: Customer#: 2 Job Name:3839 Aidan C Home Owner: PULTE Project ID: 3839 Aidan C 12701 WHITEWATER DRIVE Location: Eagan SUITE 300 Lot#: MINNETONKA, MN 55343-0000 Model: CNTNTL-HRIB-FL Phone: (952)912-5473 Contact: Fax: (952)936-7839 Cust PO#: CP13051 Ln LongQty Description Ord No Ord p 05 3 36" (0)X 63"(0)(3053) ProFinish Builder White Single Hung; Rough Opening Size; FIN;Pulte Homes; Intercept; ProSolar Low E;Argon Gas; Double Glazed; Regular Strength; Half Screen Fiberglass Roll-Formed Scr Mold Wrap Screen Separate; 00 No Reinforcement; Maximum Clearance Hardware;WOCD Devices; Two White; Plain Discount ID: CP13051; (UI=99"); DP:25; Test Number=T260-10; U-Factor:.31; SHGC:.30; Unit does not qualify for any ENERGY STAR®regions.; Room ID: OWNERS& BED#2 06 1 71 1/2"(T)X 62 1/2"(T)(3053) ProFinish Builder White Single Hung; Tip-to-Tip Mulled, Horizontal Twins (2 windows, 1 openings); FIN; Pre-Mulled;Pulte Homes; Intercept; ProSolar Low E;Argon Gas; Double Glazed; Regular Strength; Half Screen Fiberglass Roll-Formed Scr Mold Wrap Screen Separate; 00 No Reinforcement; Maximum Clearance Hardware;WOCD Devices; Two White; Plain Discount ID: CP13051; (UI=99"); DP:25;Test Number=T260-10; U-Factor:.31; SHGC:.30; Unit does not qualify for any ENERGY STAR®regions.; Room ID: RETREAT EPOPS: 003039-545973 ***AAAAAAAAAAAAAAAAAA NO PRICE COPY *****'H`************** Page: 4 171101 1331 BIC2020 QUOTATION #3525 1/22/2018 AUTOMATED BUILDING COMPONENTS Sim#: 003039 18800 WEST 78TH STREET Emp: D CHANHASSEN, MN 55317 Entered: 1/22/2018 Phone: (952)937-9060 Xmitted: MILLWORK DIVISiON Fax: (952)697-4240 PO#: Customer#: 2 Job Name:3839 Aidan C Home Owner: PULTE Project ID: 3839 Aidan C 12701 WHITEWATER DRIVE Location: Eagan SUITE 300 Lot#: MINNETONKA, MN 55343-0000 Model: CNTNTL-HRIB-FL Phone: (952)912-5473 Contact: Fax: (952)936-7839 Cust PO#: CP13051 Ln Qty Long Description No Ord 07 1 36" (0)X 63"(0)(3053) ProFinish Builder White Single Hung; Rough Opening Size; FIN;Pulte Homes; Intercept; ProSolar Low E;Argon Gas; Double Glazed; Temper All All; Double Strength (1/8"); Half Screen Fiberglass Roll-Formed Scr Mold Wrap Screen Separate; 00 No Reinforcement; Maximum Clearance Hardware; WOCD Devices; Two White; Plain Discount ID: CP13051; (UI=99"); DP:25; Test Number=T260-10; U-Factor:.30; SHGC:.30; Unit qualifies for ENERGY STAR®region(s): North Central.; Room ID: BED#4 08 1 48"(0)X 12"(0)(4010) ProFinish Builder White Picture; Rough Opening Size; FIN;Pulte Homes; Intercept; ProSolar Low E; Argon Gas; Double Glazed; Temper All All; Double Strength (1/8"); 00 No Reinforcement Discount ID: CP13051; (U1=60"); DP:50; Test Number=B2265.01; U-Factor:.29; SHGC:.30; Unit qualifies for ENERGY STAR®region(s): North Central.; Room ID: 0 BATH 09 2 24" (0)X 36"(0)(2030) ProFinish Builder White Single Hung; Rough Opening Size; FIN;Pulte Homes; Colonial All White Flat(1VIH); Intercept; ProSolar Low E; Argon Gas; Double Glazed; Regular Strength; Half Screen Fiberglass Roll-Formed Scr Mold Wrap Screen Separate; 00 No Reinforcement;WOCD Devices; One White; Plain Discount ID: CP13051; (UI=60"); DP:25; Test Number=T260-10; U-Factor:.31; SHGC:.27; Unit does not qualify for any ENERGY STAR®regions.; Room ID: LOFT& BED#4 r � K EPOPS: 003039-545973 AAAAAAAA*****AA****** NO PRICE COPYIrkAAAAAAAAAAAAAAAAAAA Page: 5 171101 1331 BIC2020 QUOTATION #3525 1/22/2018 AUTOMATED BUILDING COMPONENTS Sim#: 003039 A 18800 WEST 78TH STREET Emp: RECEIVED sir CHANHASSEN, MN 55317 Entered: 1/22/2018 Phone: (952)937-9060 Xmitted: FEB 21 2018 MxuwoRKoar+ Fax: (952)697-4240 PO#: Customer#: 2 Job Name:3839 Aidan C Home Owner: PULTE Project ID: 3839 Aidan C 12701 WHITEWATER DRIVE Location: Eagan SUITE 300 Lot#: MINNETONKA, MN 55343-0000 Model: CNTNTL-HRIB-FL Phone: (952)912-5473 Contact: Fax: (952)936-7839 Cust PO#: CP13051 Ln LongQty Description Ord No Ord p 10 1 36"(0)X 63"(0)(3053) ProFinish Builder White Single Hung; Rough Opening Size; FIN;Pulte Homes; Colonial All White Flat(2V2H); Intercept; ProSolar Low E; Argon Gas; Double Glazed; Regular Strength; Half Screen Fiberglass Roll-Formed Scr Mold Wrap Screen Separate; 00 No Reinforcement; Drywall Modification; Maximum Clearance Hardware;WOCD Devices;Two White; Plain Discount ID: CP13051; (UI=99"); DP:25; Test Number=T260-10; U-Factor:.31; SHGC:.27; Unit does not qualify for any ENERGY STAR®regions.; Room ID: LOFT 11 1 36" (0)X 63"(0)(3053) ProFinish Builder White Single Hung; Rough Opening Size; FIN;Pulte Homes; Colonial All White Flat(2V2H); Intercept; ProSolar Low E; Argon Gas; Double Glazed; Regular Strength; Half Screen Fiberglass Roll-Formed Scr Mold Wrap Screen Separate; 00 No Reinforcement; Maximum Clearance Hardware;WOCD Devices; Two White; Plain Discount ID: CP13051; (UI=99"); DP:25; Test Number=T260-10; U-Factor:.31; SHGC:.27; Unit does not qualify for any ENERGY STAR®regions.; Room ID: BED#3 w EPOPS: 003039-545973 ***********AAAAAAAAA* NO PRICE COPY Irk AAAAA*********AAAAk Page: 6 171101 1331 BIC2020 QUOTATION #3525 1/22/2018 AUTOMATED BUILDING COMPONENTS Sim#: 003039 18800 WEST 78TH STREET Emp: .8,14 , CHANHASSEN, MN 55317 Entered: 1/22/2018 • Phone: (952)937-9060 Xmitted: MiLLWORKMINow Fax: (952)697-4240 PO#: Customer#: 2 Job Name:3839 Aidan C Home Owner: PULTE Project ID: 3839 Aidan C 12701 WHITEWATER DRIVE Location: Eagan SUITE 300 Lot#: MINNETONKA, MN 55343-0000 Model: CNTNTL-HR1 B-FL Phone: (952)912-5473 Contact: Fax: (952)936-7839 Cust PO#: CP13051 Ln Qty Long Description Ord No Ord 12 1 71 1/2"(T)X 71 1/2"(T)(3060) ProFinish Builder White Single Hung; Tip-to-Tip Mulled, Horizontal Twins (2 windows, 1 openings); FIN; Pre-Mulled;Pulte Homes; Colonial All White Flat(2V2H); Intercept; ProSolar Low E; Argon Gas; Double Glazed; Regular Strength; Half Screen Fiberglass Roll-Formed Scr Mold Wrap Screen Separate; 00 No Reinforcement;WOCD Devices; Two White; Plain Discount ID: CP13051; (UI=108"); DP:25; Test Number=C0826.01; U-Factor:.31; SHGC:.27; Unit does not qualify for any ENERGY STAR®regions.; Room ID: DINING 25 Total Qty Windows 22 Total Qty Units NOTES: Submitted by: Accepted by: Date: Site Address 3839 Aidan Court — 1/23/2018 Elander Mechanical Inc cormietedBy to. i Scott Signature Section A Ventilation Quantity (Determine quantity by using Table N1104.2 or Equation 11-1) Square feet(Conditioned area including ,Z Basement—finished or unfinished) 4604 Total required ventilation 190 Number of bedrooms 5 Continuous ventilation 95 Directions-Determine the total and continuous ventilation rate by either using Table N1104.2 or equation 11-1. The table and equation are below. Table N1104.2 Total and Continuous Ventilation Rates(in cfm) Number of Bedrooms 1 2 3 4 5 6 Conditioned space(in Total/ Total/ Total/ Total/ Total/ Total/ sq.ft.) continuous continuous continuous continuous continuous continuous 1000-1500 60/40 75/40 90/45 105/53 120/60 135/68 1501-2000 70/40 85/43 100/50 115/58 130/65 145/73 2001-2500 80/40 95/48 110/55 125/63 140/70 155/78 2501-3000 90/45 105/53 120/60 135/68 150/75 165/83 3001-3500 100/50 115/58 130/65 145/73 160/80 175/88 3501-4000 110/55 125/63 140/70 155/78 170/85 185/93 4001-4500 120/60 135/68 150/75 165/83 180/90 195/98 4501-5000 130/65 145/73 160/80 175/88 0790/99 205/103 5001-5500 140/70 155/78 170/85 185/93 200/100 215/108 5501-6000 150/75 165/83 180/90 195/98 210/105 225/113 Equation 11-1 (0.02 x square feet of conditioned space)+[15 x(number of bedrooms+1)]=Total ventilation rate(cfm) Total ventilation—The mechanical ventilation system shall provide sufficient outdoor air to equal the total ventilation rate average,for each one-hour period according to the above table or equation. For heat recovery ventilators(HRV)and energy recovery ventilators(ERV)the average hourly ventilation capacity must be determined in consideration of any reduction of exhaust or out outdoor air intake,or both,for defrost or other equipment cycling. Continuous ventilation-A minimum of 50 percent of the total ventilation rate,but not less than 40 cfm,shall be provided, on a continuous 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. Section B Ventilation Method (Choose either balanced or exhaust only) ®Balanced,HRV(Heat Recovery Ventilator)or ERV(Energy ❑Exhaust only Recovery Ventilator)—cfm of unit in tow must not exceed continuous Continuous fan rating in cfm ventilation rating by more than 100%. Low cfm: 114 High cfm: Continuous fan rating in cfm(capacity must not exceed ,• �✓ 1 92 continuous ventilation rating 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 cfm air flow must be equal to or greater than the required continuous ventilation rate and less than 100%greater than the continuous rate.(For instance,if the low cfm is 40 cfm,the ventilation fan must not exceed 80 cfm.) Automatic controls may allow the use of a larger fan that is operated a percentage of each hour. Section C Ventilation Fan Schedule Description Location Continuous Intermittent Directions-The ventilation fan schedule should describe what the fan is for, the location,cfm,and whether it is used for continuous or intermittent ventilation. The fan that is chose for continuous ventilation must be equal to or greater than the low cfm air rating and less than 100%greater than the continuous rate. (For instance,if the low cfm is 40 cfm,the continuous ventilation fan must not exceed 80 cfm.) Automatic controls may allow the use of a larger fan that is operated a percentage of each hour. Section D Ventilation Controls (Describe operation and control of the continuous and intermittent ventilation) Located on unit. Unit to run on low speed to meet continious ventilation requirements Directions-Describe the operation of the ventilation system. There should be adequate detail for plan reviewers and inspectors to verify design and installation compliance. Related trades also need adequate detail for placement of controls and proper operation of the building ventilation. If exhaust fans are used for building ventilation,describe the operation and location of any controls,indicators and legends. If an ERV or HRV is to be installed,describe how it will be installed.If it will be connected and interfaced with the air handling equipment, please describe such connections as detailed in the manufactures'installation instructions.If the installation instructions require or recommend the equipment to be interlocked with the air handling equipment for proper operation,such interconnection shall be made and described. Section E Make-up air Passive (determined from calculations from Table 501.3.1) Powered(determined from calculations from Table 501.3.1) Interlocked with exhaust device(determined from calculation from Table 501.3.1) Other,describe: X Not Required Location of duct or system ventilation make-up air:Determined from make-up air opening table Cfm Size and type(round,rectangular,flex or rigid) (NR means not required) Directions-In order to determine the makeup air, Table 501.3.1 must be filled out(see below). For most new installations,column A will be appropriate,however,if atmospherically vented appliances or solid fuel appliances are installed,use the appropriate column.For existing dwellings,see IMC 501.3.3. Please note,if the makeup air quantity is negative,no additional makeup air will be required for ventilation,if the value is positive refer to Table 501.3.2 and size the opening. Transfer the cfm,size of opening and type(round,rectangular,flex or rigid)to the last line of section D. The make-up air supply must be installed per IMC 501.3.2.3. Table 501.3.1 PROCEDURE TO DETERMINE MAKEUP AIR QUANITY FOR EXHAUST EQUIPMENT IN DWELLINGS (Additional combustion air will be required for combustion appliances,see KAIR method for calculations) One or multiple power One or multiple fan- One atmospherically vent Multiple atmospherically vent or direct vent assisted appliances and gas or oil appliance or vented gas or oil appliances or no power vent or direct vent one solid fuel appliance appliances or solid fuel combustion appliances appliances appliances Column C Column D Column A Column B 1. a)pressure factor 0.15 0.09 0.06 0.03 (cfm/sf) b)conditioned floor area(sf)(including 4604 unfinished basements) Estimated House Infiltration(cfm):[la x 1131 691 2.Exhaust Capacity a)continuous exhaust-only ventilation system(cfm);(not applicable to 0 balanced 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 240 or if powered makeup air is electrically interlocked and match to exhaust) d)80%of next largest exhaust rating (cfm); bath fan typically Not (not applicable if recirculating system or if powered makeup air is electrically Applicable interlocked and matched to exhaust) Total Exhaust Capacity(cfm); [2a+2b+2c+2d) 375 3.Makeup Air Quantity(cfm) a)total exhaust capacity(from above) 375 b)estimated house infiltration(from above) 691 Makeup Air Quantity(cfm); [3a—3b] (if value is negative,no makeup air is needed) Neg# 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.) B. Use this column if there is one fan-assisted appliance per venting system.(Appliances other than atmospherically vented appliances may also be included.) C. Use this column if there is one atmospherically vented(other than fan-assisted)gas or oil appliance per venting system or one solid fuel appliance. D. Use this column if there are multiple atmospherically vented gas or oil appliances using a common vent or if there are atmospherically vented gas or oil appliances and solid fuel appliances. Makeup Air Opening Table for New and Existing Dwelling Table 501.3.2 One or multiple power One or multiple fan- One atmospherically Multiple atmospherically vent,direct vent assisted appliances and vented gas or oil vented gas or oil Duct diameter appliances,or no power vent or direct appliance or one solid appliances or solid fuel combustion appliances vent appliances fuel appliance appliances Column A Column B 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 18-28 5 Passive opening 110-163 67—100 47—69 29—42 6 Passive opening 164-232 101-143 70-99 43-61 7 Passive opening 233-317 144-195 100-135 52-83 8 Passive opening 318-419 196-258 136-179 84-110 9 w/motorized damper Passive opening 420—539 259—332 180—230 111-142 10 w/motorized damper _ Passive opening 540-679 333-419 231-290 143-179 11 w/motorized damper Powered makeup air >679 >419 >290 >179 NA Notes: A. An equivalent length of 100 feet of round smooth metal duct is assumed. Subtract 40 feet for the exterior hood and ten feet for each 90-degree elbow to determine the remaining length of straight duct allowable. B. If flexible duct is used,increase the duct diameter by one inch. Flexible duct shall be stretched with minimal sags. Compressed duct shall not be accepted. C. Barometric dampers are prohibited in passive makeup air openings when any atmospherically vented appliance is installed. D. Powered makeup air shall be electrically interlocked with the largest exhaust system. Section F Combustion air Not required per mechanical code(No atmospheric or power vented appliances) x Passive(see IFGC Appendix E,Worksheet E-1) Size and type 6"Flex Other,describe: Explanation-If no atmospheric or power vented appliances are installed,check the appropriate box,not required. If a power vented or atmospherically vented appliance installed,use IFGC Appendix E, Worksheet E-1(see below). Please enter size and type. Combustion air vent supplies must communicate with the appliance or appliances that require the combustion air. Section F calculations follow on the next 2 pages. 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,Boiler,and/or Water Heater in the Same Space) Step 1:Complete vented combustion appliance information. Furnace/Boiler: Draft Hood _ Fan Assisted .Direct Vent Input: Btu/hr or Power Vent Water Heater: _Draft Hood Fan Assisted _Direct Vent Input: 40,000 Btu/hr X 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: 616 ft3 LxWxH L W H Step 3:Determine Air Changes per Hour(ACH)1 Default ACH values have been incorporated into Table E-1 for use with Method 4b(KAIR Method). If the year of construction or ACH is not known,use method 4a(Standard Method). Step 4:Determine Required Volume for Combustion Air.(DO NOT COUNT DIRECT VENT APPLIANCES) 4a.Standard Method Total Btu/hr input of all combustion appliances Input: Btu/hr Use Standard Method column in Table E-1 to find Total Required TRV: ft3 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 5. 4b.Known Air Infiltration Rate(KAIR)Method(DO NOT COUNT DIRECT VENT APPLIANCES) Total Btu/hr input of all fan-assisted and power vent appliances Input: 40,000 Btufhr Use Fan-Assisted Appliances column in Table E-1 to find RVFA: 3,000 ft3 Required Volume Fan Assisted(RVFA) Total Btu/hr input of all Natural draft appliances Input: Btu/hr Use Natural draft Appliances column in Table E-1 to find RVNFA: ft3 Required Volume Natural draft appliances(RVNDA) Total Required Volume(TRV)=RVFA+RVNDA TRV= + = 3,000 TRV ft3 If CAS Volume(from Step 2)is greater than TRV then no outdoor openings are needed. If CAS Volume(from Step 2)is less than TRV then go to STEP S. Step 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= 616 / 3000 = .21 Step 6:Calculate Reduction Factor(RF). RF=1 minus Ratio RF=1- •21 = .79 Step 7:Calculate single outdoor opening as if all combustion air is from outside. 40 000 Total Btu/hr input of all Combustion Appliances in the same CAS Input: Btu/hr (EXCEPT DIRECT VENT) Combustion Air Opening Area(CAOA): Total Btu/hr divided by 3000 Btu/hr per in2 CAOA= 40,000 /3000 Btu/hr per ire= 13.33 in2 Step 8:Calculate Minimum CAOA. Minimum CAOA=CAOA multiplied by RF Minimum CAOA= 13.33 x .79 = 10.5 in2 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= 3.7 in.diameter go up one inch in size if using flex duct 1 If desired,ACH can be determined using ASHRAE calculation or blower door test.Follow procedures in Section 6304. IFGC Appendix E,Table E-1 Residential Combustion air(Required Interior Volume Based on Input Rating of Appliance) Input Rating Standard Method Known Air infiltration Rate(KAIR)Method(cu ft) (Btu/hr) Fan Assisted or Power Vent Natural Draft 1994 to present Pre-1994 1994 to present Pre-1994 5,000 250 375 188 525 263 10,000 500 750 375 1,050 525 15,000 750 1,125 563 1,575 788 20,000 1,000 1,500 750 2,100 1,050 25,000 1,250 1,875 938 2,625 1,313 30,000 1,500 _ 2,250 1,125 3,150 1,575 35,000 1,750 2,625 1,313 3,675 1,838 40,000 2,000 3,000 1,500 4,200 2,100 45,000 2,250 3,375 1,688 4,725 2,363 50,000 2,500 3,750 1,675 5,250 2,625 55,000 2,750 4,125 2,063 5,775 2,888 60,000 3,000 4,500 2,250 6,300 3,150 65,000 3,250 4,875 2,438 6,825 3,413 70,000 3,500 5,250 _ 2,625 7,350 3,675 75,000 3,750 5,625 2,813 7,875 3,938 80,000 4,000 _ 6,000 _3,000 8,400 4,200 85,000 4,250 6,375 3,188 8,925 4,463 90,000 4,500 6,750 3,375 9,450 4,725 95,000 4,750 7,125 3,563 9,975 4,988 100,000 5,000 _ 7,500 3,750 10,500 5,250 105,000 5,250 _ 7,875 _ 3,938 11,025 5,513 110,000 5,500 8,250 4,125 11,550 5,775 115,000 5,750 8.625 4,313 12,075 6,038 120,000 6,000 9,000 4,500 12,600 6,300 125,000 6,250 9,375 4,688 13,125 6,563 130,000 6,500 9,750 4,875 13,650 6,825 135,000 6,750 10,125 5,063 14,175 7,088 140,000 7,000 10,500 _5,250 14,700 7,350 145,000 7,250 10,875 5,438 15,225 7,613 150,000 7,500 11,250 5,625 15,750 7,875 155,000 7,750 11,625 5,813 16,275 8,138 160,000 8,000 12,000 6,000 16,800 8,400 165,000 8,250 12,375 6,188 17,325 8,663 170,000 8,500 12,750 6,375 17,850 8,925 175,000 8,750 13,125 6,563 18,375 9,188 180,000 9,000 13,500 6,750 18,900 9,450 185,000 9,250 13,875 6,938 19,425 9,713 190,000 9,500 14,250 7,125 19,950 9,975 195,000 9,750 14,625 7,313 20,475 10,238 200,000 10,000 15,000 7,500 21,000 10,500 205,000 10,250 15,375 _ 7,688 21,525 10,783 210,000 10,500 15,750 7,875 22,050 11,025 215,000 10,750 16,125 8,063 22,575 11,288 220,000 11,000 16,500 8,250 23,100 11,550 225,000 11,250 16,875 8,438 23,625 11,813 230,000 11,500 17,250 8,625 24,150 12,075 1. The 1994 date refers to dwellings constructed under the 1994 Minnesota Energy Code.The default KAIR used in this section of the table is 0.20 ACH. 2. This section of the table is to be used for dwellings constructed prior to 1994.The default KAIR used in this section of the table is 0.40 ACH. Page 2 of 3 5pwwitalosurrs wo- TatetrRia,�^is sgui ass tada9 r.0ar r?'*cll 4:ttee - gA .'n'a - of .,k sr asila Dolan"„ci s scrota r Ii-os tr tans tars lc, prey/ Boris ascacs E�" �npi rig f to gift Sr3.. Sr a ;i, C5 - MS e,ties'. - to appy r::a ureal rarce ES as,. ...res. tt eta!Se assn :,n, lassies fepr ; s* Se tee mese. of s kpe ar rnula4's pan apt€uc amesa s la nisi tis Si a1kains a Sp fie 4914ilif,41ft re 1;C' Atillaste trsatale sor jstats liwt SC Cwt'son assess 4 in n C4 eft apart is CAC'seirm teas ran sof ire tenor row EOicent van. 49ui?t swiss*slew no tIttAwi smirks. CSSICorrifeirffoirle. -:. I'' often aha stored 20 :. ,i:. �. .. 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" ._..,. r.. v s rs u r hale, treble iff : 11-0" 1. 7,. 2,=11". 4'-3., s'7"" 3".8'.11" Ndoue es tfiwe i - that the 'flux t'erl „ may ry 2 3 +k 5 6 14 8`.4;1 "x:laii3 6errt to heeatthenolt'te ,.: s, a °.1°rt. : it " 3 �' • out �rM1*.�yt bt nearest 1 $ i 0 1 1"-5" 1'-10 21-4" `_t 21-10"3'-4 3' ° 134 !"-O'" 1"-4" 21-1" 21-1Cs 3' -„ x1 5-O e' !4 oTc E 4D ut.DO iyloeotersiasn le . 1IJX_- ___ lei ,Haist 11-0" 1'-10"".2 rile" 3'•6` 4, ,: 5E_ °` °-G'* r"7""# arlitert __n _ . _ ".- For holes." 23 1=i"I2"-an 2'_8" 4"-3" 5'-11" e'-7" 7'-2,.. 3 E. 8. of basement y, etst u ..; " 2 : 3 4 5 5 5% 8 8 10 t," 12 13 i 9r,--rkie s1 x. .. dia r lay of incl Ir - 3 3 "t os e f3 g - Sea largest __n._. m ...._,L... - 11i1 round lawriwsts in blesses 8 1'0" 1' a 1'a2' 1 3'1 1 1'-'1011,2'i" 2'-8'1 2g-101'2.11 3=4' 3 reasy be using a rrovet Aad '12 '1-0" 1'-1 1'-3' 10";2"-8"2°-10" w-r'2 #4'4 "4-4' G s "lr� s, oetlrier5e ad` I pipe and 14 : 16 .1',�"' i 1 1"8 2"-8"!S°-4" 2-Wt.4'2"f 6'-O"' es-r 61-1016"-81S - Ho maybe p .an ect .lost a ... 1 " 2Q ¥i°-G""` i"-17° 2''i"` 3 4'-21' 4-8"",a5" 6"-3'" 7'2" 7'-3"".81"-4"'irr 4'n, pIsla be set y„,,,,ttt 24 .1.t"-Q' t`_4" 2'-0". 3"-9"1 6°-0" 5"-13"10"-3" '7'-5 ' 8' 8 2.'4" ICI'. 1f_ ., 1W knock:,.,1 ho'e 'wiped eitherup tlow-: +sura, Div-oral 2 3 4 5 5 515 7 8 874 8 1D 11 12 13 - This blit MI5 clesignedto t r sir - - W = - 2 3 5 t 1 $# 181 apply St d lords 1 or/tried by: fes et 1'O" 11-1" 1'-2'r 1'-r:1"4" 1,-3" 1"-3" ',7•1 ;-.1 ' 2-3." 2 x., 2'4. 3"-2" 3"r' in pub ioe tm { adn' flt bili Use ire 12 1-0" 1°-1' I'-2,« 1'-2 £4" 1•-61" r-la-2'-8"2"-ti" 3°-4` 4'-2" 4'4" �"-4"" SG�`s -e 14 k Any SNote des or holes under 16� 15 1"-0" 1°-I" 1'.2" 12"=1=8' 2"-1" 2'-4" 3'-r 3'= 1" 4-0" L-1r" 5'7" 81-411'1r°2" athwde "ions If hist " "" ' " " '" " ' e, sial! exa�eed 1-i i 2 1-2" 2°# 21-7" 3"-11` 4-1" 4-i1 1 {4"-0" 71-0" 8-0*' $11 --o.his t 1'-0° p 24 1"-0" i 1"- " 1"-2" 4" 2'4" 3'-1"" g"-8"" 4'-i1"8'41" 8 -" 7' " 8'-5" 8'-r I:W-8' aw�th the 6C, C r WARNING ,£ THE L .. WING USES ARE NOT ALLOWED �:°0 140T notch ow drill i tr Cm4 wi T .p¢ 47.be,:pn4i.. rsada obearirg. approval y C4S4..x'BAP - EngirieLnririg. "151.,.*"...' S«4 a„. +s, -- https://embed.widencdn.net/pdf/plus/bcconnect/1 g3 spktar9/US-East-install-guide-BCI-and-... 2/6/2018 Page 1 of 3 . i NGLISH . L ,' , ; I ,Et u • • .4- Eastern Product Profiles 1 -..eco Jo 1s vfxsa u�+r uF 1�.w 801'4500s I 8 BCP 5000s 18 BCh 680051.8 801'6500s 1.8 UP 60s 2 0 801,00820 1.7 2650 1.8 2750 2.0 3100 T 11S'= - t1+4"I T T 1W 11121 T 1!i I --1,- , 154" "nIT i 'r . 0Sri014' 01/1" 11'h" 11k f 314" 11'fi" 11'/G" t1'/r" '1- 14' 14' ., to iP 14. 1 t h �'� 14" i 14" 18' 1er to 7S4" 214' ,e• 14" 1-e" 16" I •! 1 1_ -�i1I..�. • ..,— I —.9 I.� ISL .— •--r 4---0 _ 1W 2" �2c1rd' 25,4e" 2`lu' 3W 1W,1W,3Yr 316"to 5W 115",1#:", Some products may not be available m all markets. Contact your Boise Cascade EVtP repreeentedive Tor availability_ 3!5',3'}1' 5C1''and VERSA-L.Ake.products shell be installed in dry•use applications only,per the respective ICC ESR evaluation reports. Residential Floor S • an Tables About Floor Performance Homeowner's expectations and opinions vary greatly due to reduce vibration of wood floor systems Is to increase the/nisi the subjective nature of rating a new floor:Communication with depth, limit joist deflections,glue and screw a thicker, the ultimate end user to determine their expectation is critical. tongue-and-groove subfoor,install the joists vertically Vibration is usually the cause of most complaints. Installing plumb with level•bearing supports,and install a direct lateral bridging may help,however,squeaks may occur if not attached ce,rrn9 to the bottom flanges of the Joists installed property. Spacing the joists closer together does It a The floor span tables lusted below eller three very dilllernrl to affect the perception of the floor's performance The most performance options,based on performance requirements of common methods used to increase the performance and the homeowner. ,----__� _ • ___._ _ ____�.__. turlttMUM SrIF�t ss • "NRFF STAq **1 w***FOUR STAR ***r 0 ALL©'Yy€t7 8y COEtE 1,,e Lead rir'fleail";r iime:ed to.I jar., Live Load deflection limited to Live Load deflection limited to LJ360 ' • The oammon industry and design • Lr940r. In addition to providing a Moor Floors that meet the mailman build- c community stands dad for res len ail moor that is 100%suer than the three E ing code L380 criteria are strudel:0y • pia,3"stiller than 1.1480 cede mat- star per,laid expec*nce has bean F sound to carry the apecliud bads:how- mum. However.Floor performance may i incsrpWSW IMo the Values to provide a j ever,there is a much MIS t'ek al Hoer j OR be an issue in certain appplications i floor with a mens i.�rnancie lead Perftlrmance issues. This■ble skald 00/:*f especially with G' 'and 11, deep for the mora rrdlleYrry honimmia only be used for ppliea60as shwa hoar 13c1■ Sada iniad a direct-attached ceiling performance is not a concern. Join lout 4r : rte ' 2 .r I:' ill-:-T %X s 12- le', 13 2' 24' 32" t3epEr1.: s!r!4 D.C. O :. o c. _ • c.c D:.o. 0 T • - . ,.. D.C. O_C. O.C. O.G. O.C. 4000s 1,8 igt:111".10-0" 14'-r 13'-r 11'-0" '1'-e" 1'-e" 10'-0" *-1-7' O-7' 18'-0' 15'-6' 12-3" 19'-7" 11'-4 50005 1.8'arta"11r15,2" `ie'-1 12'-5' '1'-e" 11-e" '1(74' 111-0W W IV•-4' 1T-0" 142-4" 1V-7' 1773 e0xls 1.8 4F Z"; 1Kf1ir' t4-i' 13x' 1'-e 11'-0- io-r 10'-cIOW" m-2 18-0" ir-r IS-0" 13-8 0500s 1:8 1110* '1711' 1" 3641 ir-r ti'-5" r'-o' 10-r ia-" Hi la'. z'-r-. ia-11' 17-10" le-r 14'-3 4500 1.8 2p'-p')1 -4" 117.-3. 13r-�!': 13-4'' 15.-0- .14'-3" ,13' P' t7-4` 11-4" it,' 10'118'-11" 172-3" 152-5" 1�� 5001s 1.8,20'4"' OA_ `17'-1 1021'4 1' 11'14- 1s'• 14" "' .11K-ilia 12I■4' 111• ' 2Z'-V '10'-4" 13'-0' 10'-T 13'-0 11%", Kea,1.0 211'T' i • if'? 4 e" 15 14-10'" 15'- '-4'` .1q# 1r-i'` 2v-ir 211-10',3,-0' - 17.-11. 14'-1 • 05005 1.8 3-?' ,30'-3' 117--.2" i 1T40" 11-10' le-tin : 15.10.11*-1-t" 12.-10' I?-? -2,0-4' '22-mo3" 21=1' 18'-tar i 4'-1 Ms 2.0 22'-F a 21W E2511.1041"1.404' 18'-C' 'eLA' ir-r [Mal ir-r 21-r i 23-11'22.4. '?1'-0" 14'-0 3062-0 ,vs-7-'. "- rzeil, .. ` n`W•4" ' 1P'-i;' ..,_I0",1T-W ic-r .14-18"18'- " 20'-10 23-" Z11••E" 10.-4 4502s 1.8 22'x.3r.7' ilur::_•-ti' 131-.11'" •i.-•C' 18-3" '0•-4" '4'-3' 13'-13" 123'-10- 21-0'-r i$'-0" it-a" 13'-1, 500011,8113-7" ,,21'� r..' awn 18'-0" s0"-to ,,-i1' 4-0" P I7t-0 _25-" 22'-i" 20-7' 1e-C ' 13'-I emus I,8 24-d`' ' -v 4r.-_',1"-le 10-2" 11-6" 14-C" 1-4";; 1741" 2T-1' 22-11' 21-10° 1$-6 15'-5 14" 85001 1.8 254 f Zit- ,� : 4" r trT' 's0'-r f1"r 1e.41" 1.'-r i fir-1'T 2T-01 !211-21 32-11' .:'-e" 10'4 006 2.0 25'# i 18'-C': '331-4' IOW' W.4" 22-111' 10-7"i 1711-t1" +e'-i' 15-1"r25 7' i 171-0" •2S-r 21'-10" 10'-4 Dos 2-0 ,30Y-1";;lir"-6�r - -W': 1r#` 23'-0` .2i'-s" 2 r-0_+' ' i8'-0" t*-OF 37-7 31-4` 2�1'-r :21-0" 1 w-0 4000s 1.8$Q$" '22'-r 20' 1" 17-11''14'-I'. 10. " 18'-0117/ " 717-10°.'141-1" 2-0' •27-0" '201""1T-11' 14=1 6000s 18 2T-0" 24-11 •22-4" 20'-10 15'-0' 21'-0' 101-4' ^18'-r 'ie'-ir 15-4' 25-02 `21-0" -27-4" :"20'-1" 16'-0_ 16" 1 05cds 18 274",j 28P•^4' 28-11"1211-r-� l war 21'-8" »-e• 13-d" 17'-4". 134" ' 30'4' 201-11*:24'-0` 2r-1' 15'-0 e0,2.0 °_ Ti 0214 . -d'7'i1l 15:7R.4'' 23'-2' 211=1' S ii-Ir 1W-0" 10-4" 32-r 2 -10' 27.4' 21'-1st 10'-4 } 905 2.0 X33'-4'.;X-! ,,25'-" t-lei—'.:j'i-r 26"-0". zr-P 27-2" 20'-0' .1O'-T' 35-10' 37-7" 31'-0' 25-2" W-7 • Spar tame a DaSe0 on a residual agar KM all 40 per are ban and io par seat call • Dade values 111551%11EIliirrsm idiots rrs uihaut'aeo sti km rs hr jost0apo, 11 (12 pri dims bad tor 98s 2 2:dis_m' 't'Ierass ire rna, https://embed.widencdn.net/pdf/plus/bcconnect/1 g3 spktar9/US-East-install-guide-BCI-and-... 2/6/2018 LI;$ ilii 111€ 1 °I giii a5 n!Oili Ill€001 papi !Nil 114 . g201M g u $ Ox4R dil8 a nq P it'll 1P ,"411 04 iii R g $ ! ni IfiV II Y n IIMMTINIIIIrl v ... n, - y 1 °u- a )i' A I mm, IPT 1111111-1111111W nwi'' ' % o °j S$a� D !; ;!1Ii i*e.. II II7 1 'Ip 88 - � !1JjiJ AO ii ei G! •, - a G.,_- �. .a + EFi 4 ' '5 1° VI' 11 R R ; 1e.� ii w ! ! , 6 4 gig SgEtb& 4 ` i e . s o4 ag 1 alga 3 s q� II 's O $II R R O ua PITO" f I,� INVO Itis i aiii li°R Ftl0 b Ili' Ili t § qY ; yy o� 4° F� °.RFS L P Rg641W I•II NSE $tL�P ! a ! E4 �y�s� • 16a ,� f 4 4 E 4 of 1 � 8�g �u 4 co \ 411111 f_, p %aq i4>a o � yl 1 1115 4 IlligAllilik —VI' 1 �eS x IaJ r 1 4; ' !7:7 imp, 1p, {F7p g� Ng ,yam il j ,.. . III gs .4 9E 93�il ga I epi 4 aE 1 a�F r4 'will ',, 1� Jr,,,.: aE g € ;€I a 1a i 4pa$ 5 ill a e ��. ,aan§ � ' s a ',, 8Y*$AR: I b e a e Q'e a 1 a€ .,. i # *R Joh R> l 4 4 "a' ' ' it 1° R¢ .0 _.Ag - !UII I WIi pp a q'R'�a i 91 9 ga4 &S _3 q M a Sb gb_ y 4 '1! as , rn a , 1 '1 ' r aa'sa9 �i:T 3 a� o� I=:. e g g g � g g II114 e 4 A € p 1 P r P a @ $ , 4 1 P 51 5 5 f I , 1.4' 1 , n 4 0 ;> t. l7 >11 5n0� Q i >32 15;8 teen >4a 'o Page 3 of 3 DO NOT Cut heel t Via: C* 1- then U12 hem end of fotit , .r. Tar e e , supports or to en* DO r t use tOd ccnrriem n fi .. yp a•eteos #tisi sheet. dust for size end a Use 13 f agent ar for all> d c rtti Q' I. tee3 b nem ns n e, DO NOT LaisAr on joist b eci T instal tongue of lois s i fl DDT lanyiker on web unless is in pesos 1"i or 1'de t*thick 8dle Cede = •ng b,M.t; ti . 1'1a*eyed itidal wise Cascade larboard), CO tthT load joist beyond „,=„ +If ITS .= Tpm .ue 111116, t DOhof rimosrC " „ , thickness •• 1 t .t e Trirrg tesn7reI t /cop hemmer on Kama _... -.. ....._.. ...... mrd fl vim rim SAFETY WAR G PRODUCT HANDLING TO AND AT JOB SITES DO NOT ALLOW ,> R KERS ON BCD JOISTS fJ f ALL re are somer•a _A „ s • engi e+ wood HANGERS, D RIM JOISTS.RIM BOARDS, BLOCKING products and traditional lumber products In terns of PANELS X-BRACING AND TEMPORARY tad STRUT thoduct .r: . Avoid handling and storing BCI"foists LINES ARE IN STALLED AS SPECIFIED BELOW. SERIOUS in the flat a r.: n_ VERSA-LAP& is denser and due to the ACCIDENTS CAN RESULT"FROM INSUFFICIENT ATTENTION coating applied to the surface,can he more apt,to slh.•,;•. TO PROPER BRACING DURING CONSTRUCTION. Please consider these*i'ger ces wr transporting and ACCINTS CAN BE AVOIDED UNDER NORMAL handling engineered wood g •ducts. CONDITIONS BY FOLL. THESE GUIDELINES:. • &did a,. .x..end wall at the end***bay,or; a ent;r instal lee BCI*Joist to wehn,3 rdr•of true+ ignrent ` .N adt r eight hetet BCP&diets and the first passe of 11.*,g Ai an sawn ng. tern any be dated to the first f •co,BO' the • , aOld krth only as ate to i tie perirkthest end cd the tay. theathng, • AI halms Bel rim•®- ,rrn i , EV'tiocking s . r ➢ i =alure to bracing nti y t ins .sideways birthing rea l • y roved as eP JOS is s over vier islal candrocacn loads. . instal art tit thes at ro Imre the,tight*et col cello as . Do not stout ccn9hGnor materials( _ I etc)In,the e al BCE erg k are sec. Nth ne sootline-_to thea ,ed area,or of BC yk€ni :sem,s contact:• ode OAP Engineering ts primer traced et wall -ve.t tc-aeth EC.If„ost`rill t or** to The ends ilcarrohiefs,:is be te'-c•ora dy sassed ty str t*nes on billb te top ...dr Pargas https://embed.widencdn.net/pdf/plus/bcconnect/1 g3 spktar9/US-East-install-guide-BCI-and-... 2/6/2018 16" 6500s 1.8 27.-9" 24-4" 23.-11" 21-1" 15-9" 21-9" , 19x-9': 18..-8" 17.-4" 15.-8" 30.-8" 26.-11" 24-6" 21-1" 15.-9" "! 60s 2.0 29'-7" 27-0" 25'-6" 21-10" 16.-4" 23'-2" 1 21-1" 19-1 " 18'-5" 16-4" 32'-8" 29-10" 27-4" 21-10" 16-4" 905 2.0 33.-4" 30'-4" 28'-7" 26-2" 19.-7" 26'-0" 23-7.. 22-2" 20'-6" 18'-7" 36-10" 33'-7" 31-8" 26-2" 19'-7" Span table is based on a residential floor load of 40 psf live load and 10 psf dead load • T161")linCheluse:assumend less. minimum bearing lengths without web stiffeners for joist depths of (12 psf dead load for 90s 2.0 joists). Span values assume 21/32"minimum plywooSBrtedsheathing is glued and natal to • Floor tile will increase dead loadand mayrequire specific deflectin limits,contact joists for composite action(joists spaced at 32"o.c.require sheathingrated for such spacing- Boise Cascade EWP Engineering g for further er information. Y:plywood/OSB). • This table was designed to apply to a broad range of applications. It may be possible Span values represent the most restrictive of simple or multiple span applications, to exceed the limitations of this table by analyzing a specific application with the BC .. Analyze multiple span joists with BC CALC°sizing software if the length of any span is CALC°sizing software. less than half the length of an adjacent span. Span values are the maximum allowable clear distance between supports. C(500daedeRdevfea rlureosrhdeo TsHofRsEaEtissfYTAthRe traebqluetrwements of the North Carolina State Building hen spans exceed 20 feet) ***: BCI® Joist Hole Location & Sizing BCI®Joists are manufactured with tie round perforated knockouts in the web at approximately 12"on center Minimum spaCng 2x g,eatest dimension D 1 of largest Cole(kOOekoote exempt) , D DO cut in web area loon table beim) (see table below) DO NOT r. di4 as specifiec1400. 14., ,.- cut or notch ..,,,7, '`i''';,''''11, ! I W,,,, , ,,' ,:zy.„0„i,f i .. ... .....,.. allowed in bea,ingzones out anynshono in the web. so,,otcut holes ,- .,:...,,,,- .. .......... Provide at least 3"of ,' tetgerthanlW olsansnce 1mm other holes, round in oantilooets. rr. f4442.10012474J'r4::441** !''' *.:;:.:4•74.,..::;:i7 • Select a table row based on 44; ! 4 4 4 .4';`...!! '' ."41''''!*-1440titittattl'O't1.1r4:01.4.4N:41116444: • 'st de th and the actual joist 4 44441111.4.. ."'Y'/IW'''4x"! 44444 !4•4 . X.' Iound Hole Diameter[in] I 2 3 ' 4 X x5 !! 6 ! 6% 7 !, 4$444:41 8% 9 10 11 12 13 j°I. span rounded up to the nearest table span. Scan across the XX ectangular Hole Side(in)' - , - - , 3 5 6 , 7. . - - - - .., _ row to the column headed by 4!! : . 8 1.-0" 1.-1" 1.-5" 2'-1" 2.-9" 3'-1" 3'-5" the appropriate round hole diameter or rectangular hole Any pan 9%" ra, 12 1'-0" 1.-2" 2'-2" 3-2" 4'-2" 4.-8" 5'-2" side. Use the longest side of Joist l .. a rectangular hole. The table 'i 16 1'-0" 1'-7" 2'-11" 4'-3" 5.-7" 6'-3" 6'-11" value is the closest that the centerline of the hole may lound Hole Diametei[in] 2 3 4 5 6 6% . ......1i..,*,:,?.,..., .,.;,.....0,:.1,. . 13 be to the centerline of the ',XXX.44x .44! ectangular Hole Side[ii] 2 3 4 5 7 8] - - - ; l',: 41.4414.4 ITS', ':7 .' j'•.);: - • nearest support. - • The entire web may be cut , - ''. ' 11111 8 1'-0" 1,-1"41'-5"11'-10"2'-4" 2'-7"2'-10"3-4" 3'-9" out.DO NOT cut the flanges. Holes apply to either single Any Span 12 1,-0" 1'-4" 2'-1" 2.-10"3'-7" 3'-11" 4'4" 5'-o" 5'-8" or multiple joists in repetitive Joist Ift] 16 1'-0" 1-102-10"3.-9" 4'-9" 5.-3" 5'-9" 6.-9" 7member conditions. .-7" • For multiple holes,the amount 20 1.-1" 2'-3" 3.-6" 4'-9" 5.-111 6'-7" 7'-2" 8.-5" 9.-6" of uncut web between holes ! must equal at least twice the ound Hole Diameter in 2 3 4 5 ' 6 6% 7 8 8%, 9 10 11 * 12 13 diameter(or longest side)of ectangular Hole Side fin] - - _ - 2 i 3 3 . ,5.. ,6 ,. ,6 ,, ,8., .9 e. ,. - - the largesthol 8 1.-0" 1'-1" 1.-2" 1.-3" 1'-8.4 1.-10" 2.-1' 2-6 •2-10 2-11 34 3_8 , - • VA"round knockouts in the web may be removed by using a 1 12 1-0"i 1-1" 1.-3" 1.-10"2'-6"2.-10" 3'-1" 3.-9" 4'-3" 4'-4"1 5'-0" 5short piece of metal pipe and'4" hammer. : A14ny" srPfP,n --4 16 1'-0" 1,-1"1 V8" V-6" 3'-4" 3.-9" 4'-2" 5'-0"x 5'-8" 5'-10"6'-8" 7.75" , • Holes may be positioned Joist 141 , vertically anywhere in the web. 20 '1'-0,, , "-1 2.-1" 3'-2",4.-2" " 5'-2",6'-3' -2 7 The joist may be set with the 4 24 1.-0" 1-4"!2-6" 3'-9" 5.-0" 5.-8" 6.-3" 7'-6" 8'-7" 8'-9" 10'-0"11VA"knockout holes turned' -2" either up or down. . ound Hole Diameter[In] 2 3 4 5 6 6% 7 8 8% 9 10 11 12 13 • This table was designed to conditions ectangular Hole Side[in] - - - - - - 2 3 5 5 6 .8 ,9 10 covered by tables elsewhere 1'-7" 1.-11" 2'-0" 2'-5" 2-9., 3-2., 3 4,. apply to thedesignin this publication(maximum uniform PLF load).Use the 12 1'-0" 1.-1" 1-2" 1.-2" 1.-3" 1-6" 1'-10" 2.-5" 2'-11" 3'-0" 3'-7" 4'-2" 4',-49'.,' 75',-4" BC CALC°software to check other hole sizes or holes under Any sr,an 16" r., 16 1'-0" 1,-1" 1'-2" 1-2" 1.-8" 2'-1" 2'-6" 3.-3" 3'-11" 4'-0"4'-10" 5'-7" 6- .. -2" other design conditions. It Joist 1", , ., may be possibleto exceed 20 1.-0" 1-1 1'-2" 1'-2" 2'-1" 2.-7" 3'-1" 4'-1" 4'-11" 5'-1":6'-0" 7'-0" 8'-0 8'-111. the limitations of this table ana zing a pecific application 24 1'-0" I-1" 1-2".1-4" 2'-6" 3'-1" 3-9" 4.-11"5.-11" 6'-1" 7'-3" 8'-5" 9'-7" 10-9 with the BC CALC6 software. ! WARNING THE FOLLOWING USES ARE NOT ALLOWED ,0 NOT notch or drill DO NOT cut beyond inside edge of bearing. x-44 earns without prior .:...........i.'0,4, .4610 ,..., • 4. pproval from Boise ...„ arcade EVVP ';:i.ii,..''''..,-,...7-•-.. ,y...:r ------ .4.. ..... '- 4'No . ..... •••\--. support joist ..gc. ®"04.210S' -....,, .."1" ...4'..,,,, .... '`.+.+•+, ....;.5;';: "...''''.t.........".1+4, / . VERSA-LAM® 11 11110 BCI®rim Joist One 8d nail ''°^� %� each side at .64....4" • ' bearing Solid block i �i allposts ► e *�. s;;., from above �� ^ �`�, "'�.. ///�� y.�. ,, •.+ to bearing !g IIS -°ws below. [ .. • -•-1'/z"minimum bearing length To limit splitting flange,start nails at \ Note:BCI®floor joist must be designed least 1'W from end.Nails may need to m to carry wall above when not stacked be driven at an angle to limit splitting of over wall below. bearing plate. INTERMEDIATE BEARING DETAILS CID Blocking may be required at intermediate bearings for DopbleSquashBlochverticalLoad 41111) Backer block (minimum 12" For load bearing wall above floor diaphragm per IRC in high seismic areas,consult alb/ft] Nallwkh (stacked over wall below). wide). ) local building official. Joist Spacing[in] Joist 0 Siz¢ �„ 10-10d nails. ''� 0%. 12 16 19.2 24 Hanger IIS2x4 4463 3347 2789 2231 r I ^I • Load bearing 2x6 7013 5259 4383 3506 \q �il , wall above 1, Squash blocks are to be in full /�fi +/as= ®�� (stacked overt Filler block.Nail ip' 1111 !! �,wallbelow( conlaclwithupperfloorandlower/I \, wall plate. with 10-Iod nails. BCI.Joist �� Ii 2. Capacities blocking. �/ I D Backear nler load exceeds ds 250 lbs. II zz block. squash blocks at each joist,SPF or joist hanger load exceeds 2501bs. better. Install Ughtto top flange. 0 1® II Slope cut joist reinforcement ® Sheathing or Double BCI Joist rimboard II® Detail below restores original allowable Connection shear/reaction value to cut end ofBC!®joist.BCI® closure Joist shall not be used as a collar or rafter tension tie. Filler Block BCI®Joist »•Fl see chart below) 2 x 6 min,rafter.Rafter shall ( blocking `®�. � be supported by ridge beam or required for ,N,Y� other upper bearing support ' f cantilever. !®I- ate, Web-Filler /r-'4".'4'4 /II min 12 : nax. Nailing 12 BCIe on-centerI For load bearing cantilever,see pgs 8 and 9 of Heel depth Connection valid for all p applications.Contact Boise Cascade the Eastern Specifier Guide.Uplift on backspan (see EWP Engineering for specific conditions. shall be considered in all cantilever designs. bteblle' -- 24" low) 1NOTES TO FLOOR FRAMING DETAILS 2x blocking plywood/OSB required rated sheathing asn reinforcement Install �'/az"min.plywood/OSB rated sheathingas reinforcement Install reinforcement with face grain horizontal.Install on LATERAL SUPPORT • Sheathing toBCI*joist: both sides of the joist,tight to bottom flange.Leave • BCI®Joists shall be laterally supported at the ends - Prescriptive residential floor sheathing nailing minimum sl"gap between reinforcement and bottom of with hangers,rimboard,BCI®rim joist or blocking requires 8d common nails @ 6"o.c.on edges top flange.Apply construction adhesive to contact panels.BCI®blocking panels or rimboard are and @ 12"o.c.in the field Table IRC R602.3(1). surfaces and fasten with 3 rows of min.10d box nails at 6'o.c.Alternate nailing from each side and clinch. required at cantilever supports. - See closestalowable nail spacing limits on • Blocking may be required at intermediate bearings PANEL A for floor diaphragm nailing specified at Minimum Heel Depth for floor diaphragm per IRC in high seismic areas, closer spacing than IRC. Roof Pitch consult local building official. - Maximum bracing spacing forfull lateral stability: End Wall MINIMUM BEARING LENGTH FOR BCI®JOISTS 18"for BCI'4500sand 5000s,24"for larger Bearing ;.gj12 7/12 1/12 9112.:.0112 12/12 • Minimum end bearing:1W'for all BCIv joists. BCI*joist series. s4W 3W'is required at cantilever and intermediate - 14 gauge staples may be substituted for 8d nails 2 x 4 4%" 4/is" 4%" 4W 4W supports. if the staples penetrate at least 1 inch into the 2 x 6 3%" 33/i6"25/s" 2%" 29/is" 2'/." • Longer bearing lengths allow higher reaction joist. values.Refer to the building code evaluation - Wood screws may be acceptable;contact local report or the BC CALC°software, building official and/or Boise Cascade EWP BCI®RIM JOISTS AND BCI®BLOCKING NAILING REQUIREMENTS Engineering for further information. • BCI®rim joist,rim board or closure panel toBCl®joist: BACKER AND FILLER BLOCK DIMENSIONS J ,t _ a ; - Rims or closure panel l� inches thick and less: :atiter Depth {„t u 2-8d nails,one each in the top and bottom Series. lfodiThickness Fidetf3lockThign* ?IanI +. . . WS. ,T. flange. 4500s 1.8 �"or/0" Two Wwoodpanelsor2x 450051.8,500051.8, / - BCI*4500s,5000s rim joist:2-1Od box nails, wood panels9'/Z 6000s 1.8,6500s 1.8 2300 N A one each in the top and bottom flange. 5000s 1.8 wood panels Two W wood panels or x_ - 4500s 1.8,5000s 1.8, - BCI®6000s,60s rim joist 2-16d box nails,one 6000s 1.8 11/4” t nevs" 2 x_+'/,r"or h"wood panel lir/e" 60005 1.8,65005 1.8 2150 N/A each in thetop and bottom flange. - BCI*6500s,90s rim joist Toe-nail top flange 6500s1.8 1%nrp ne%" 2x_+35"oris"wood panel 6002.0,90x2.0 2500 N/A to rim joist with 2-10d box nails,one each side of60s 2.0 1wortwo 4500s 1.8,5000s 1.8, 2000 N/A flange. o s 2 x_+''/is"or S4°wood panel " 14 6000s 1.8,650001.8 • BCI®rim joist,rim board orBCl®blocking panel to 90s 2.0 2x_lumber Double2x_lumber 60s 2.0,90s 2.0 2400 N/A support: • Cut backer and filler blocks to a maximum depth equal to 4500o1.8,6000s1.8, 1900 2500 - Min.8d nails @ 6"o.c.per IRC. the web depth minus'"to avoid a forced fit. 16„ 65005 1.8 - Connection per design professional of record's PROTECT BCI®JOISTS FROM THE WEATHER 605 2.0,9052.0 2300 2700 specification for shear transfer. • BCI®joist to support: • Btt'Joists are ieteoded onlyfer applications that (1)Nowebstiffenersrequired - 2-8d nails,one on each side of the web,placedprovide permanent protection from the weather. 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Copy EAGAN City Forester Copy Applicant/Builder Copy INDIVIDUAL RESIDENTIAL LOT TREE PRESERVATION PLAN SUMMARY CITY OF EAGAN FORESTRY DIVISION 651-675-5300 (BUILDER, PLEASE READ ATTACHMENTS) Development Tipperary Lot Number 19 Block Number 1 Address 3839 Aidan Court Builder Pulte Homes Phone Number: 612-790-2892 Contact: Chuck Ratts Tree Protection Requirements: Tree Protection Fencing Installed on Site(Erosion tubes) Oak Tree Pruning (Immediately seal wounds during April 1 to July 31) Therapeutic Pruning Required Retaining Wall to Be Installed Other: Replacement Trees: Not Required X As Follows: Four(4) Category B trees (>= 2.5" caliper deciduous tree per approved Tree Mitigation Plan; One Boulevard Linden tree and three Skyline Honeylocust trees to be installed following completion of construction. Attachments: EAGAN FORESTRY DIVISION X Yes (Refer to attarFtelr �/ �, ils) No RCS/ BY, Additional Notes: DATE i--f -IT H:\ghove\2018fiIe\treepres\Tree Preservation Plan Tipperary Lot 19 Block 1 a ` —h�`1—-- e a IS 12 g a n ry �$ 1 w lg.I„=p1 w 08 121100_, NVOIV w �a ry 1 f`�..`^ g z _ m 'x apt. v eel a n w o x Z a �,E 6`V6 8 3„SZ,80o00S ,� w _$ r X904, � © _ �m M (7 c --1N3tY35tl3 lllilfl -� - 8 m m J zi eu xi m J ei • \ m R, . 0 / I N .9m m �� i hi -----:, i f,, /i 1 i Lx i ' m"I i M 2 I`''F-- .0"Bt m.- M £6 a9 u e IA LT'aZ Ix ,� 9t SS - �iri 8 ll0'av9 0 NTi g i _.. Q O -- ta ry ill W i ,? m4 8 eaN V 'cy P h. ttO i .c....; 009 2. r M) . 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J 0 Z m IL m W - OF = II 7O W ZZ O WOLLZa z - °1 ai o u_ rn -cn < WOC7 ❑ d LL W w r W O O U- W W o 0 a a- z Q °'W H ¢wo D aQ O oQWwm C7 v 0 O ti 0 N O O n I- 00 W Z O raw 0 MO amcna W e) w J Co F- a Q o J °� J °� �J—CO ....t. m _ cca- HocoiJ °' — O w O p O p 3m m O U " 1 8 ,c, p a' a NN TSilverstone 952-233-8739 p.3 I For Office Use �^ C 1. a e Permit*: SV 2??' l. s '4 S = ti :e e EA Permit Fee: -cr.-T.. Date Received: 7-194 g 3830 PILOT KNOB ROAD I EAGAN,MN 55122-1810 (651)1515-5675 j i uu:(o5 i)4:r.-95:15 i FAX:(.5.51.)errs-5694 Staff: buildinginsgections�.'c�.citvofeagan.com L J 2018 RESIDENTIAL PLUMBING PERMIT APPLICATION Date: f to Site Address: 3 ' ' ' . Suite#: Tenant: 1 ) + ! Name: )� i t YOF . Phone:LI OK gte g 8-62014 Resident/Owner . Address/City I Zip: �Y1'�-P� I ,. ' P! ©l ( License#: LLet393 • Name: �.� Address: ()S ` . S u.t1 U i} L b rJ i Vd COY 3o` c Contractor _ l,, State: 1 1 1 l V Zip: s�.35 • Phone: LL la" & 4410.D-_ C>csn �3`‘s ContaContactEmaih��S �t iJU'h.�Jt r� $.i✓�i SCC.x. New Replacement _Repair•! _Rebuild _Modify Space Work in R.O.W. 1 [.... T eofWork . Description of work:.f UA".4oi A.94r i!& hr 's RESIDENTIAL ) Water Heater 1 Water Softener 1 .—ice Lawn Irrigation L_RPZ 1.1tPVB) Permit Type 1 i Add Plumbing Fixtures(-__Main I_Lower Level) Septic System j` New Water Turnaround 3 _Abandonment RESIDENTIAL FEES: $60.00 Water Heater,Water Softener,or Water Heater and Softener(includes State Surcharge) I $60.00 Lawn Irrigation(includes State Surcharge) I $60.00 Add Plumbing Fixtures,Septic System Abandonment,Water Turnaround*(includes State Surcharge) 'Water Turnaround(add$280.00 if a 3/4"meter is required) I $115.00 Septic System New(includes County fee and State Surcharge) TOTAL FEES$ f i( rGALL 8E'FORE 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. w.Uw.aopherstateenecall.or{ You may subscribe to receive an electronic notification from the City of proposed ordinances by signing up for an email update on the City's website at www.citvofeacian.comisubscribe. I hereby acknowledge that this information is complete and accurate;that the work will be in conformance with the ordinances and codes of the City of Eagan;that I understand this is not a permit, but only an application for a permit, and work is not to start without a permit;that the wart(will be in 2M2..+e..rye with tho onnmvrart pian in the case of work which rewires a review and approval of plans. x (.S(SY\ 1-6/1".5 lel x Applicant's Printed Name Applicant's gnature FOR OFFICE USE Reviewed By: Date: Required InspectFons: Under Ground Rough-In Air Test Gas Test . Final Meter Related Items: Meter Size Radio Read Manometer Staff: i, of e%.4 M O 8<1SHO) 3830 Pilot Knob Road I Eagan MN 55122 Phone:(651)675-5675 I Fax: (651)675-5694 buildinginspectionsAcitvofeagan.com Address: 3839 Aidan Ct Permit#: /147964 The following items were/were not completed at the Final Inspection on: t' 1�f< /$ �7,IJBIi(¢ a i r��' �tiil�tl1H u1'`iPil�it E'- Complet , � ,� Inc t p ete Comments Final grade - 6"from siding Permanent steps— Garage ✓� Permanent steps— Main Entry v Permanent Driveway ,55 V Permanent Gas ✓� Retaining Wall or 3:1 Max Slope ✓. Sod / Seeded Lawn ✓' Trail / Curb Damage -- Porch Lower Level Finish t/- Deck /Deck t� Fireplace ,ryle9•n f/oe>fZ : • 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: / fi(i/ti -14/fr