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1465 Kings Wood Rd City of Eagan Gop~- PERMIT Permit Type: Building 3830 Pilot Knob Rd Permit Number: EA099687 Eagan, MN 55122 tit of Date Issued: 06/21/2011 www 675-5675 www .ci.eagan.mn.us Q Q~II Site Address: 1465 Kings Wood Rd Lot: 12 Block: 2 Addition: Kings Wood 2nd PID: 10-42001-02-120 Use: Description: Sub Type: Greenhouse/Tent Construction Type: Work Type: Temporary Description: 20 x 40 Open Sided Canopy Census Code: 434- Occupancy: Zoning: R-1 Square Feet: 0 Comments: Fee Summary: BL - Base Fee $88.50 0801.4085 BL - Plan Review - Fixed $40.00 0720.4222 Valuation: 3,000.00 Surcharge - Based on Valuation $1.50 9001.2195 Total: $130.00 Contractor: Owner: - Applicant - Jerome C Haarmann 1465 Kings Wood Rd Eagan MN 55121 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. Applicant/Permitee: Signature Issued By: Signature Use BLUE or BLACK Ink / r_________________ For Office Use I City of Ea a~ Permit#: I Permit Fee: 3830 Pilot Knob Road I I Date Received: Eagan MN 55122 ; QO~'~~ i Phone: (651) 675-5675 ; staff: Fax: (651) 675-5694 I I 2011 RESIDENTIAL BUILDING PERMIT APPLICATION Date: Site Address: Unit Name: .f e r e.. Q' Phone: RESIDENT 1 OWNER Address / City / Zip: / ~ g Applicant is: Owner Contractor `+7(C TYPE OF WORK Description of work: Construction Cost: - Multi- amity Building: (Yes / No ) r ~rv A-14 Co anY' Contact: • CONTRACTOR Add City: ipp: hone: License Lead Certificate If the project is exempt from lead certification, please explain why: (see Page 3 for additional information) COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING In the last 12 months, has the City of Eagan issued a permit for a similar plan based on a master plan? _Yes _No If yes, date and address of master plan: Licensed Plumber: Phone: Mechanical Contractor: Phone: Sewer & Water Contractor: Phone: NOTE: Plans and supporting documents that you submit are considered to be public information. Portions of the information may be classified as non-public if you provide specific reasons that would permit the City to conclude that the are trade secrets. CALL BEFORE YOU DIG. Call Gopher State One Call at (651) 454-0002 for protection against underground utility damage. Call 48 hours before you intend to dig to receive locates of underground utilities. www.gopherstateonecall.org I hereby acknowledge that this information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan; that I understand this is not a permit, but only an application for a permit, and work is not to start ithout a permit; that the work will be in accordance with the approved pla&APMAAA se of work which requires a review and approva tans. x x Applicant's Printed Name Ap cant' S n ure Page 1 of 3 "64 AkRITE BELOW THIS LINE 43 SUB TYPES Foundation Fireplace - Porch (3-Season) - Storm Damage Single Family - Garage - Porch (4-Season) Exterior Alteration (Single Family) Multi _ Deck - Porch (Screen/Gazebo/Pergola) Exterior Alteration (Multi) 01 of - Plex _ Lower Level _ Pool Miscellaneous Accessory Building WORK TYPES - New - Interior Improvement _ Siding _ Demolish Building* - Addition - Move Building _ Reroof _ Demolish Interior - Alteration - Fire Repair _ Windows _ Demolish Foundation - Replace - Repair _ Egress Window _ Water Damage - Retaining Wall `Demolition of entire building - give PCA handout to applicant DESCRIPTION Valuation 0o Occupancy MCES System Plan Review Code Edition ,?,~j~50C SAC Units (25%_ 100%Zoning City Water Census Code Stories Booster Pump # of Units Square Feet PRV # of Buildings Length Fire Sprinklers Type of Construction Width REQUIRED INSPECTIONS Footings (New Building) Meter Size: Footings (Deck) Final / C.O. Required Footings (Addition) Final / No C.O. Required Foundation HVAC _ Gas Service Test Gas Line Air Test Drain Tile Other: Roof: -Ice & Water -Final Pool: -Footings -Air/Gas Tests -Final Framing Siding: -Stucco Lath ,Stone Lath -Brick Fireplace: -Rough In -Air Test -Final Windows Insulation Retaining Wall: _ Footings _ Backfill _ Final Sheathing Radon Control Sheetrock Erosion Control Reviewed By: Building Inspector RESIDENTIAL FEES Base Fee Surcharge Plan Review MCES SAC City SAC Utility Connection Charge S&W Permit & Surcharge Treatment Plant Copies TOTAL Page 2 of 3 t* TRLb IS A N OP,~U Sty 50 CAA)00q% NOT EAGAN PC Tem-r. R V! E BY i kt L..". ck. t DATE 1,12 ,1 L BUILDING INSPECTIONS DLPT., Hoormann weddin laYut Level floor 24 x 449 tenot 20 x 40 seating for 64 in the tent 6 x 16 Platform level for buffet tables ~r6t/~ C~~ 12 L X~ t~G►(,(i S~n r a 0. J E 0 Ramp Patio House LOT 12, BLOCK 2, KINGS WOOD 2ND ADDITION r DAKOTA COUNTY, MINNESOTA N s6-,32,00, W )-70 TO, 262.71 EAGAN ED REV B PONDING EASEMENT 00 FIONS DIVISION M t3 ~ g 12 5 N j 1 1 13 DRAINAGE AND _ / UTILITY EASEMENT w 1 0 1 ( r CID 04 lowest floor P 879.6 garage Haar t~cisT' G 3 I T/IRON (871.71) 880.5 tap of foundation 99 P N T/IRON p~P ro.5 1'1.6 T/IRON (873.78) - .8~ (875.84) o iron monuments 8T g.6 1,3~4 C ) existing elevations ro, ! o i proposed elevations T/IRON 3 0 direction of proposed : su►^\'Q0 Q~q~~• d r~aiila~~` (874.99) ~ •r 0 80.51 0 (880.5) 41 41.71 88.9 (880.4) (881.9) 4) 08-46OW 272,61 "43.11 {m# i 1 x (8$0.5) Q = 13'40 Qa" f R 176.26 (881.8) CONCRETE CURB -rte Notet Only copies wlvch bear an embossed seal are certified copies 1,HanSen 1 ii0 1 1 hereby certify that this survey was prepared by me or under my File No. 1L Pellinen ~ISOn' Inc. supervision and that i am o duly registered land surveyor under 92--071 r Minnesota Statutes Section 326.02 to 326.16. Civil & Survey Engineers Book-Page 7565 Office Ridge Circle 71-2 Eden Prairie, MN 55344-3644 Scale (612) 829-0700 Date: Registration No. L Z 1"=30' d. ~F~tfille } ISSUED BY: EUREKA! TENTS I div_ of Johnson Outdoors Gear LLC ► BINGHAMTON, N YORK 13902 ~ { tad sreffleFi t Teti Prodc& LbsciiW Here DEALER NAME Ultimate Events ADDRESS- 8933 Lyndale Ave. S. CITY: Bloomington 5TA MN 55430 This Is to certify that the products herein hue been mantlactured Iran material inherently flame retardant as here alter specified by the memtetiai supplier. Certificationisherebyniadetliat The a&cies cm this ce0cate ham been many retart m t e " Sul was Usted aril pawed #w follam : Calhmw Slate Fire Mar" Vie; 1-701, Und i of Cariada I (ULC-S109-M87) and X109- Ducom of kun awiet 20' x 10' frame white end section Flame Retardant Process Used Will Not I Removed By Washing Arid Is Effective For The Life Ot The Fabric TENT NT, U.C r ? CF ISSUED B#: ' , ► EUREKA! TENTS 1 a dir_ of Johnson Outdoors Gear LLC ` BINGHAMTON, NEW YORK 13902 t~^ . ~ Teti PfO&K15 LLffscriw Ndn DEALER NAME Ultimate Events ADDRESS- 8933 Lyndale Ave. S. CITY- Bloomington 5TA1 MN 55430 This Is to certify that the produce herein have been manufac ured frm material inherently flame mUrdant as here after specified by the material st"ler. C A onis niade that: The arfidn crezaiW an this rticam have naa d i II, an appmed 16m retardant chernkal that was Vskd and paswd tie following mdes: Calkenia State i Fie Marshal Code, A-70 , of Canacla (UL"1099-M87) and aCS109-2003). Dn90MQfiWn&Vff*NJ: 20'x 20' frame white mid section Flame Retardant Process Used Will Not Be ftmoved By Washing And Is Effective For The Life Of The Fabric Use BLUE or BLACK Ink I I I Permit M. I C11 tY of E aiaIl I . I Permit Fee: I 3830 Pilot Knob Road I Eagan MN 55122 j Date Received: Phone: (651) 675-5675 I 1 Fax: (651) 675-5694 Staff: I 2010 MECHANICA HERMIT APPLICA 10 Date: Site Address: Tenant: Z . Suite M RESIDENT / OWNER Name: Phone: Address / City / Zip: CONTRACTOR Name: ' License Address: City: Fid2nVail State: Zip: Phone: Contact: Email: 11 TYPE OF WORK New Replacement Additional AI eration Demolition C~ Description of work: e_ °:motrtE'IQeaI i tYi< ? iAC 'ecxicaf~gc~ ,rt~Attit.'` Code. Olease c8/ t ctoir fbr`iilfdl'ttitOoh %1Rr~ RESIDENTIAL COMMERCIAL PERMIT TYPE Furnace New Construction Interior Improvement Air Conditioner Install Piping _ Processed Air Exchanger Gas _ Exterior HVAC Unit Heat Pump _ Under / Above ground Tank Install / _ Remove) " When installing/removing tank(s), call for inspection by Fire Other Marshal and Plumbing Inspector RESIDENTIAL FEES: $55.00 Minimum Add-on or alteration to an existing unit (includes $5.00 State Surcharge) 00) $95.00 Fire repair (replace burned out appliances, ductwork, etc.) (includes $5.00 State Surcharge) TOTAL FEE COMMERCIAL FEES: $75.00 Underground tank installation/removal OR Contract Value $ x1% $55.00 Minimum (includes State Surcharge) Permit Fee - If the Permit Fqe is less than $10,010, surcharge is $ 5.00 - If the Permit Fig is > $10,010, surcharge increases by $.50 for each $1,000 Permit Fee Surcharge (i.e. a $10,010-$11,010 Permit Fee requires a $ 5.50 surcharge) t TOTAL FEE CALL BEFORE YOU DIG. Call Gopher State One Call at (651) 454-0002 for protection agai erground damage. Call 48 hours before you intend to dig to receive locates of underground utilities. www. herstateonec . r I hereby acknowledge that this information is complete and accurate; that the work will in conformance the ordinances an lodes of the City of Eagan; that I understand this is not a permit, but only an application for a permit, and not to start at tfie work will be in accordance with the approved plan in the case of work which req ' a review and appr lans. x i A icant's Printed Name Applic ' Mill etl -a Date 6#i(9d )n>ape+rtttr9nst tlrider xo t4>* K 16 - i4r hest tvic Yet e Wt~tat rc1 i Fxterit#t- C; S A" Inspection Use BLUE or BLACK Ink r I I For Office Use I I City of Ea on ; Permit#: I I Permit Fee: SS O Pd I 3830 Pilot Knob Road i I Eagan MN 55122 t Date Received: I I Phone: (651) 675-5675 Fax: (651) 675-5694 L Staff: -_---(Y\ L-------~ 2010 RESIDENTIAL PLUMBING PERMIT APPLICATION Date: Site Address: ~b S L✓oOp~ l~°'`g Tenant: Suite /71 ,/v RESIDENT/OWNER Name: TerrZ ''//o~1 r N Ph/one: Address / City / Zip: `Lb S 1 j w l1 o CONTRACTOR Name: //A / /CIM~ /rte 5%(f/0/License#:0 ~~~a/ Address: % 4 99 ti✓~ I " City: / ),/V(f State: 119N Zip: 7 S Phone: C51- Contact: Email TYPE OF WORK _ New Replacement -Repair _Rebuild Modify Space - Work in R.O.W. Description of work: PERMIT TYPE RESIDENTIAL Water Heater r Softener / - Lawn Irrigation RPZ PVB) 1//Add Plumbing Fixtures (r! Main / Lower Level) Septic System Water Turnaround MOv/ j s qy, _ New ~ `,,ef Abandonment'" RESIDENTIAL FEES: $50.50 Minimum Water Heater, Water Softener, or Water Heater and Softener (includes $.50 State Surcharge) $30.50 Lawn Irrigation (includes $.50 State Surcharge) $50.50 Add Plumbing Fixtures, Septic System Abandonment, Water Turnaround* (includes $.50 State Surcharge) *Water Turnaround (add $166.00 if a 5/8" meter is required) $100.50 Septic System New ($10.00 per as built) (includes County fee and $.50 State Surcharge) $90.50 Fire Repair (replace burned out appliances, ductwork, etc.) (includes $.50 State Surcharge) TOTAL FEES $ CALL BEFORE YOU DIG. Call Gopher State One Call at (651) 454-0002 for protection against underground utility damage. Call 48 hours before you intend to dig to receive locates of underground utilities. www.gopherstateonecall.orci 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 ith the approved plan in the case of work which requires a review and approval of plans. Applicant's Printed Name Applicant's Signature FOR OFFICE USE Reviewed By: Date: Required Inspections: -Under Ground -Rough-In Air Test Gas Test Final !1 Use BLUE or BLACK Ink For Office Use ity 36- 3y Cof f Eap FEB 2 4 2010 i Permit I I Permit Fee:' + I I 3830 Pilot Knob Road 7 ) q I I - I Eagan MN 55122 I Date Received: 7 Phone: (651) 675-5675 I I Fax: (651) 675-5694 Staff: 2010 RESIDENTIAL BUILDING PERMIT APPLICATION Date: &-/1-/0 Site Address: 1111P,! 91/LAS W 001) 2019- b C,40441V /W IQL4P~l Tenant: Suite RESIDENT / OWNER Name: °I Phone: (Q ~y 3-10 S~,/ Address / City / Zip: I ~ Jr j-- we-,s W oo o izm 6 fir z,6A) /}'k 65J,-o~- Applicant is: Owner k_ Contractor TYPE OF WORK Description of work: f0ie(W a HIV M6 Room FDAlTl Construction Cost: ► a a Multi-Family Building: (Yes / No 4) CONTRACTOR Name: c11,(~lr<I(e. 9G(ft.0S{6 IrJ 'L License 31?01 Address: 307 )97MU17-088 fiy2 City: WAY7-8'721 State: O Zip: 66_~ , ` 3q 1, Phone: (e XrP - 38 d- - 91/Y-S Contact: k1/a 6mW,1R-Z Email: bUl 4Y ©ar Iyl COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING In the last 12 months, has the City of Eagan issued a permit for a similar plan based on a master plan? _Yes _No If yes, date and address of master plan: Licensed Plumber: Phone: Mechanical Contractor: Phone: Sewer & Water Contractor: Phone: NOTE: Plans and supporting documents that you submit are considered to be public information. Portions of the information may be classified as non-public if you provide specific reasons that would permit the City to conclude that the are trade secrets. CALL BEFORE YOU DIG. Call Gopher State One Call at (651) 454-0002 for protection against underground utility damage. Call 48 hours before you intend to dig to receive locates of underground utilities. www.gopherstateonecall.org I hereby acknowledge that this information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan; that I understand this is not a permit, but only an application for a permit, and work is not to sta 'thout a p rmit; th the work will be in accordance with the approved plan in the case of work which requires a review and approval of plan x k~u R T 6CH w) z2-z x Appl'icant's Printed Name Applicant's Signature Page 1 of 2 t DO NOT WRITE BELOW THIS LINE SUB TYPES Foundation _ Fireplace _ Porch (3-Season) _ Storm Damage Single Family _ Garage X 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 310/ 000 Valuation Occupancy~G _ MCES System Plan Review Code Edition SAC Units " (25%_ 100% 1/) Zoning City Water Census Code y~ Stories° Booster Pump # of Units Square Feet PRV # of Buildings J' Length 2 Fire Sprinklers Type of Construction Width 33 REQUIRED INSPECTIONS Footings (New Building) Sheetrock Footings (Deck) Final / C.O. Required Footings (Addition) Final / No C.O. Required _If Foundation HVAC Drain Tile Other: Roof: I ice & water Final Pool: -Footings -Air/Gas Tests -Final Framing Siding: -Stucco Lath Stone Lath -Brick 41 Fireplace: Rough In Air Test Final Windows Insulation Retaining Wall: _ Footings _ Backfill _ Final Meter Size: Radon Control Erosion Control Reviewed By: , Building Inspector RESIDENTIAL FEE hdlft~ B ?~o l d~ 3"9G Base Fee Oz S0"{4/ 0.,4C Y Surcharge -aa g?~ - ~Q fZ Q Plan Review 3 ?3 3 MCES SAC 1./80 ~J g:,r a4;* City SAC 1- Ql Utility Connection Charge g S&W Permit & Surcharge Treatment Plant Copies TOTAL Page 2 of 2 M,CONKEY RDS Architects, Inc. March 8, 2010 10135 47th Avenue North • • Plymouth, MN 55442 • Attn: Rick Storlien N C. Re: Haarmann Residence -Structural Analysis CONSULTING 1465 Kings Wood Road ENGINEERS Eagan, MN Project #10237 241 CLEVELAND Mr. Storlien, AVE. S.. SUITE B2 At your request, we have performed a structural analysis of the "main wind force resisting system" ST. PAUL, MN of the proposed addition to the referenced residence. We based our analysis on the following documents and assumptions: 5 5 1 0 5- 1 2 6 0 1. Sheets 1-4 prepared by RDS Architects 2. Conventional spread footings are being installed with an allowable soil bearing capacity of 1,500 PSF 3. New roof and floor framing levels are continuously attached to the existing exterior stud walls/rim conditions Based on our analysis it is our opinion that the proposed addition has the capacity to resist wind loads per the Minnesota State Building Code for the "main wind force resisting system". This is provided that the following assumptions regarding the fastening of the proposed construction to the original structure are correct: 1. New ledger member along the existing framing at the first and second floor levels has the following fasteners at those locations: • Minimum 2-3/8" diameter lag screws at 16" on center (embedded minimum 3" into existing rim condition) • Note- This connection requirement has not been designed to resist live and dead loads for the floor and roof framing, and shall not be considered direction for the actual fasteners to be installed in the field. The fasteners noted here are simply minimum requirements to resist lateral loads associated with the "main wind force resisting system". 2. New stud walls that intersect the existing exterior stud wall and new beams at the first floor framing level that bear at the existing exterior stud wall have strapping that extends into the existing framing that resists a tensile load of 800# at those locations (service load). Please contact our office with any further questions or comments regarding this aspect of the project. Respectfully Submitted, 651.698.5626 FAX:651.698.5628 ~ Richard W. Johnson, P.E., Principal Minnesota Registration #23406 i RDS Architects, Inc. March 17, 2010 10135 47th Avenue North --s- Z PIymouth MN 55442 ~l Attn: Rick Storlien Re: HaarmannResidence - StructuralAnalysis 1465 Kings Wood Road Eagan, MN Project #10237 241 CLEVELAND Mr. Storlien, AVE. S_. SMITE 52 At the request of the Building Official, we have reviewed the updated Sheets 2.1 and4 prepared ST. P A U L . MN by RDS Architects, Inc. (dated 3-15-10). The purpose of the review was to verify that the connection requirements noted in Item 2 in the letter prepared by our firm dated 3-8-10 are S S 1 0 S - 1 2 6 0 satisfied. It is our opinion that the detailing shown on the updated construction documents satisfies the connection requirements noted in our previous letter. Please contact our office with any further questions or comments regarding this aspect of the project. Respectfully Submitted, I Richard W. Johnson, P.E., Principal Minnesota Registration #23406 i 65 1.698 -5626 EAX:65L i98_5IS28 ., . ? , (ger#ifirafr of (Orrupanry ? Citp of (Eagan EP}iartiltPltt of NltIm JwPttim Thls Cerlificate issued pursumu !o the requirements ojSection 306 ojshe Uxifons Building Code ceralYinB tha[ allhe Gme of issuance rhrssrructure was in rn?npliance with the various osdinances ojrhe City regulaJing building conmucfton os use For 1ke followixg: tke autirra? RF 3C &4 i4wmd No. I(Yala OWUPS-IY 7* R3A41 Zoning oiwia Ri 'rfae Cmx VN o?dBiaa'vg WA"[ERA & gIaffi2 TN': ,yya In34(1 yTKTTr i1R* FTVA PRATRTF. POST IN A CONSPICUOUS PIACE INSPECTION RECORD Control No. 1144 CITY OF EAGAN PERMIT TYPE: i'if I 1 1) fm(' 3830 Pilot Knob Road Permit Number: 001044 Eagan, Minnesota 55123 Date Issued: 1 0 /05 J4` (612) 681-4675 51TEADDRESS: 101: 1: H t 1) 4'k I 4W, K'INo+".; WUOh Rf? K1N4;'.i Nt1019 :'MIl PERMIT §,UBTYPE: APPLICANT: I..Ia I E Sr% !: }toNNf P 1 NC ( r. 1 :' ) 't 4.. _ I IAFaN? TYPE OF WORK: NEu INSPECTION 1 00 I 1 r4is D, . r kAM 1 Nri .A ^ INSt1t AI znM F'1Npl. f rfirr11 as r kr'MARM.`> !; h W 1;ftHTRACTOR -• MCdillRf: MP',Cif SNk1lIC:E , ?°??7'?^Y'?'"•°..T,'l!+?R-ri,uw?r+'nu+;??ew? ?.w.w?7G?.,?1^"?Tr5"4"?'!Tr!?.?.?°C?itSph".°.'!k??lAi''°"yy:?_+'.,?'`'?'I?.,?z"?'r"a?+.,i .?""3'?r.?!n?'p??h?e?N1?P?i?1? .. .. . .. ., . .. . . .. .. I ? Permit No. Parmk Noldm Date Telephone • S/1N PLUMBING HVAC ELECTRIC °" ELECTRI ,'50o2 Inapsctbn Data Insp. Commanq Footings I Av/ 7 lyz 14 Foundation Freming IaV2?'? 2 [[J? ?7l a.? Roofing Rough Plbg. Fough Htg. 42 l Isul. 7 ? e. G ? 2 - 3 Frep18Ce l :Zrealf- vrl Final Htg. Orset Test - 6 .q. FinalPlbg. Plbg.lnspector - NotilyPlumber Const. Meter EngrJPlan C. GJ N T- =.0 Bldp. Fnel Dedc Ftg. Deck F(nal Well Pr. Oisp. K ? Address 1465 KINGS w00D ItDAD Lot ? l? Blk 2 Zip 5512 2 Sub xrnics woon 2rID THESE ITEMS WERE / WERE NOT COMPLETE AT THE TIME OF THE FINAL INSPECITON. Date: 03 ]0 93 Yes No Inspector: Final grade (6" from siding) ? Permanent steps (garage) Permanent steps (main entry) ? Permanent driveway ? Permanent gas ? Sod/Seeded grass ? Trail/curb damage ? Porch Basement finish V/ . Deck L",_ Please verify with the builder the removal of roof test caps from the plumbing system and the shut-off of water supply to the outside lawn faucet before freeze potential exists. Contact engineering division at 681-4645 bcfore working in right-of-way or installing underground sprinkler system. White - City Copy Yellow - Resident Copy Pink - Contractor Copy ? dQ?p'J?/?o'2 REQUEST FOR ELECTRICAL INSPECTION ee-00001-0e ? See instruntions Inr mmnletino ihis form on back of vellow coov. ??g1 L.rJF a.n e7 ?s 1 ?Q 14 _ ?s, 'X.Belcw uVork Covered by This Request ?-;?: e Add Rep. Typeof8uilding AppfiancesWired EquipmeniWired Home Range L-e emporary Service Duplex Water Heater Electric Heating Apt. Building Dryer Other (Specify) Comm.llndustrial Furnace Farm Air Conditioner Other (syecify) Contractor's Remarks'. Campute Inspection Fee Below: # Other Fee # Service Entrance Size Fee # Circuits/Feeders Fee Swimming Pool 0 to 200 Amps 0 to 100 Amps Transformers Above 200 _ Amps Above 100 _ Amps Signs Inspecror's Use Only: - TOTAL ' Irrigation Booms ???t?? Special Inspection ? Alarm/Communication THI5 INSTALLATION MAY BE ORDERED DISCONNECTED IF NOT Other Fee COMPLETED WITHIN 18 MONTHS. I, the Electrical Inspector, hereby tif h th i Rough-in Date cer y at t e above nspection has been made. Finel ( Date OFFICE USE ONLV This request void 18 momhs Irom ? J 4??? Request Date ? FireRough-in Inspection Reqwr eady Now C Will Notity Inspector n R 7 Wh d G No e ea y I icensed conhactor p owner hereby request inspection of above electrical work at: Job Atltlress (Street eox or Route No ) City ?y.?? - / n? s t?, m [%? Section No. t ship Name or N. V/ l-49 Range No. Counry/? V-ia Occupant (PRINT) 4 Phone Na •? (? ? L/ A 0i Power Su plier Atldress Electrical Contrector ICom any Name) ?j Contractor*, License No U?Z (! /-' - V !S? '0? -'- /`i V > . Mailing Atldres5(Contraclor Owner Making Installation) d /? / 'i ^ L" Z?,4,ft_. W ? Authorize atur ontractor! ner Ma ' g Installation) 1 9 Phone Number ?;7z3Fs? MINNESO?STATE BOARU OF ELECTR?FY ? THIS INSPECTION REQUEST WIIL NOT Griggs-M ay Bltlg. - Room 5-173 BE ACCEF7ED BV THE STATE BOARO 1821 University Ave., SI. Peul. MN 55104 UNLESS PROPER INSPECTION FEE IS Phone (612) 642-0800 ENCLOSED. REQUEST FOR EIECTRICAL INSPECTION ??eAe-o,oSL/ooi-0s \ See incrr mtinnc Inr emmnlorinn Ihis fnrm nn heck M vellow mov. h??! X 7.7- J`1.50 ^'X" 8elow Work Covered by This Aequest 24 ew Add Rep. TypeofBUilding AppliancesWired EquipmentWired " 'Nome Range Temporary Service Duplex Water Heater Electric Heating Apt. Building Dryer Other (Specity) Comm.llndustrial Furnace ' Farm Air Conditioner Other Ispecifyj ContreCtor's RemerNS'. Compute Inspection Fee Below: # , Olher Fee # ServiceEntranceSize Fee # Circuits/Feeders Fee Swimming Pool / 0 to 200 Amps /S- 0 to 700 Amps (?p Transformers Above 200 _ Amps Above 700 _ Amps SignS Inspector's Use Only: TOTA L Irrigation sooms ? 1 T? ?" ?? Y • ,y'? ? ? O `? ?? Special Inspection ra ? .?^ ? Alarm/Communication ) THIS INSTALLATION MAY BE ORDERE CONNECTED tF NOT Other Fee COMPLETED WITHIN 18 MO S. I, the Electrical Inspector, hereby if h h Rough-in te cert y t at t e above inspection has been made. F;,,ai OFFICE USE ONLY Thi3 request void 18 months from I ???3??q3 ?50 2 41 Request Date % J 9?? Fire No. Fio h-in Insp ' n fq ? ? Reatly Now e otiy ns?br n a ? ? C es ? a y I ; icensed contractor ? owner hereby request inspection of above ctrical ? - Job Address (Street, Box ar Route No.) /1?v Ci ? Section No. ' TownShip Name or No Range No. Counry ? f' 1 Occupant(PRINT) , Phone No. Power upplier Atldress 14? .?41- ?/,?f C_ iK Ele?o c al Comra5j9;iCompany ame) ? Svz„ ?Cx _ actor5 Licens No. CA ov zv Maihng Atltlress (Contrector or Ow er.Making Installation) Authorile (Coniractod0 Making Inslallation) Phone Number 9 2-3SSZ MINNESgFA STATE BOARD OF CTRICITY THIS INSPECTION qEOUEST WILL NOT Griggs-Mitlway 81dg. - Room -173 BE ACCEPTED BYTHE STATE BOARD 1821 Univeisity Ave.. St. Paul. MN 55104 UNLESS PROPER INSPECTION FEE IS Phone (612) 642-0800 ENCLOSED. 2006 RESIDENTIAL BUILDING rERMIT ArrLicaTTON City Of Eagan 3830 Pilot Knob Road, Eagan MN 55122 Telephone # 651-675-5675 FAX # 651-675-5694 New Consiruction Reauirements ' 3 registered site surveys showing sq. ft. of lol, sq. ft. of house; and all roofed areas (20% maximum lot coverage allowed) 1 Soils Report if proposed building is to be placed on disturbed soil 2 copies of plan showing beam & window sizes; poured found design, etc. 1 set of Energy Calculations 3 copies of Tree Preservation Plan'rf lot platted after 711/93 Rim Joist Detail Options selection sheet (buildings with 3 or less units) Minnegasco mechanical ventilation form j! 2 g. ZS RemodellRepair Requirements Office Use Oniv 2 copies of plan showing footings, beams, joists Cert of Survey Recd _ Y_ N 1 set o( Energy Calculations for healed additions Soils Report Y_N 1 site survey for addilions & decks Tree PresPlan Recd Y_,N, Addition - indicate rf on-site sepfic system Tree Pres Required YN On-site Septic System _ Y_ N Date l_'2L l?G Construction Cost 5ite Address UniUSte # ?^ Description of Work C,.CSnS'f"Yk,G7 ??- ?J GGR :? ??'"` Multi-Family Bldg _ YN Fireplace(s) _ 0 2 Property Owner ? e Y? y H c„r, ? Nq qo v1 Telephone #(6S1 ) 6 0 3- t a Sq Contractor r pct ??'?;cT /Sr'Y1?vi d?: Zd g Z( Address 6720 /??`/?? o( c L??t? City G??"4 State P'//1/ Zip Ss4/ ??. Telephone #(dplZ) g7S_-5 4`1 C COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING - Minnesota Rules 7670 Cateeorv 1 _ Minnesota Rules 7672 Energy Code Category • Residential Ventilation Category 1 Worksheet • New Energy Code Worksheet (q submission type) Submitted Submitted • Energy Envelope Calculations Submitted In the last 12 months, has the City of Eagan issued a permit for a similar plan based on a master plan? _ Y _ N If yes, date and address of master plan: Licensed Plumber Telephone # ( n D? rE FE" Mechanical Contractor „ Telephone #( OcT s 1 2006 Sewer/Water Contractor Telephone # ( I hereby apply for a Residential Building Permit and acknowledge that the information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City bf Eagan and the State of MN Statutes; 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. > ? ? u Applicant's Printed Name pplicant's Signature ? DO NOT WRITE BELOW THIS LINE Sub Tvpes ? 01 Foundation ? 02 SF Dwelling ? 03 01 of _ plex ? 04 02-plex ? 05 03-plex ? 06 04-plex Work Tvpes ? 31 New O 32 Addition ? 33 Alteration ? 34 Replacement ? 07 05-plex ? 13 16-plex ? 20 Pool ? 30 Accessory Bldg ? 08 06-plex ? 16 Fireplace ? 21 Porch (3-sea.) ? 31 Ext. Alt - Multi ? 09 07-plex ? 17 Garage ? 22 Porch/Addn. (4-sea.) ? 33 Ext. Alt - SF ? 10 DS-plex ? 18 Deck ?5 23 Porch (screen/gazebo/perola) ? 36 Multi Misc. ? 11 10-plex ? 19 Lower Level ? 24 Storm Damage ? 12 12-plex ? 25 Miscellaneous CJ1)7 1I C-'c{r ? 35 Int Improvement ? 38 Demolish Interior ? 44 Siding ? 36 Move Building ? 42 Demolish Foundation ? 45 Fire Repair ? 37 Demolish Building* ? 43 Reroof ? 46 Windows/Doors *Demolition (Entire Bldg) - G ive PCA handout to applicant D@SCrIpt1o11: WaterDamage_Yes Valuation Plan Review 100% or 25% Census Code q3Y SAC Units # of Units # of Bldgs Type of Const ? Occupancy p- '3 MCES System (2- ( Zoning City Water Stories Booster Pump Sq. Ft. PRV Length Fire Sprinklered Width _ Footings (new bldg) Faotings (deck) )o Footings (addition) _ Foundation ?? g& & Drain Tile Roof Ice & Water X Final ?E . Framing _ Fireplace _ R.I. _ Air Test _ Final _ Insulation , Approved Base Fee Surcharge Plan Review MCIES SAC city sac Utility Connection Charge S&W Permit & Surcharge Treatment Plant License Search Copies Other Total REQUIRED INSPECTIONS _ Sheetrock FinaVC.O. ? FinaUNo, C.O. HVAC Other _ Pool Ftgs Air/Gas Tests Final _ Siding _ Stucco Lath _ Stone Lath _Brick Windows _ Retaining Wall ilding Inspector la '(o °' Xl6 ' X 30rOD 0 = 315-0,r" a ° pec?- -r- wTre.c z,a ca S'/ S`t7 . ?a D - --..._, , BILL FoR.• BON IV ER LOT 12, BLOCK 2, KINGS WOOD 2ND ADDITION DAKOTA COUNTY, MINNES-OTA N gg•32.00" w 262.71 PONDING EASEMENT 11? 2• ac9. s?n 13 ? \ 87?.0 lowest floor 879.6 9p,rage floor e80,5 t4P of foundation ^ ?/? -- `_- - - - ? -?'--^- / / 12 ? DRAINAGE AND ? ? UTILITY EASEMENT I •7P,? ? 5 !g T/IRON ' (873.78) o Iron MonuMents C > exist?ng elevattons proposed elevatlons dtrectton of proposed T 4.99) L_iro 3? I - -. y O ? 65 QRpP?S ? ,n rco PG? N?VSE N GP? 'Ai ? 17 • c 136 5 -- 6 1 . ?? 3 rn o r o q ? ?I p u7 T \\ ? _ --?- - ° 41.71 : M n a) ao N w °o ic r co N Z T/IRON (871.71) T/IRON (875.84) 0.5 (880.5) ??T,1A, c88,.9i = os•4s'oo~ p?? y : p rpQ4 ?A`???t. ? \Vy1 ?? ? ' R _ 272.61 43.1? 00" 13'40 x (880.5) A = ? - J R = 176.26 (881•8) CONCRETE CURB X Note, Only copies which bear an eMbossed seal are certifled coples Hansen Thorp I hereby certlfy that this survey was prepared by ma or undar my ? Pellinen Ol5011 InC ??d surv9yor under a !0 t s ` ? . Minnesota Sta utes Saction 326 2 o 32fi18 f Civil 8c Survey Engineers 7565 Offlce Eden Pralrle Rldge Clrcle MN 553 ( , 44-3644 (612) 829-0700 _?Ca+yG Date: 9 Z Registration No. /942 I File No. 92-071 71- 42 1 "= 30' ? INSPECTION RECORD Control No. 1144 CITY OF EAGAN PERMIT TYPE: Bu ILn IN c; 3830 Pilot Knob Road Permit Number: 001044 Eagan, Minnesota 55123 Date Issued: 10J 0 5 J 9 2 (612) 681-4675 SITE ADDRESS: L o T e 12 B L 0 C K: Z APPLICANT: 1465 KINGS WOOU RD WATERS & 60NNEf2 SNC KTNGS WOOp 2ND (612) 942-1060 PERMIT SUBTYPE: TYPE OF WORK: SF DWG NCW INSPECTION ., . D• F'OOTTNG FRAMING INSULATION FINAL FIREPLRCE REMARKS: 5& W CON7RACTOR - MCGUTRE MECH SERVICE ? ? _ ? ? CITY OF EAGAN 3830•Pilot Knob Road Eagan, Minnesota 55123 (612) 681-4675 PERMIT PERMIT TYPE: Permit Number: Date Issued: surLozNc 00a.0a4 10J05/92 SITE ADDRESS: 1465 KING5 LOTs 12 BLOCK: KSNGS WOOD 2ND DESCRIPTION: rRuilding Permit Type Bui7.ding''-Work l'YPe U B C Occupan"c_y Ganstructaon 1',yPe " Z,oning ' ...? ,?. Building Length s' Building 4Jicfth ., _- _ . ? W00[] RQ 2 S F l7WG NEW R--3 hl-1 V-N R-1 86 36 C ? C ,. _ ? ,;: ? _...:a ?.i ??...,.?.? L? fI .? ? 1M LJ w ._ ? . ? REMARKS: (?? (D Z 114Z S& W CtJNTRACTOR - MCGUIRE MECH SERVICE FEE SUMMARY: VALUATIdN Base Fee Plan Review Surcharge SRC SAC % SAC Units Lic. 5earch Fee Subtotal $888e00 $577.20 $85.50 $700.@0 10m 1 _,..$5.00 $2,255.70 $171,000 MSSCELI_ANEOUS _ $1,610.60 lotal Fee $3,866.20 CONTRACTOR: - A P P r i Cant ` 5'r. Ll" pWNER: WATERS & BQNNER INC 19421060 000150 WATERS & BONNEF2 INC 10340 VIKING DR 10340 VTKING DR EDEN PftATRIE MN 55844 EDEN PRAIRIE MN 55344 (61.2) 942-1060 (612)942-1060 ? I hereby acknowledge mthat I have read this appJ,icatiran and state that ths in'Formation is correct and agree to comply w3:th a11 epplicable State of Mn. StatutES and Czty crfi Eaqan CJrclinances. ? APPLICANT/PERMITEE SIGNATURE ' ISSUED B I: SI NATUR Control No. 11A ? 6?. I PERMIT # CITY OF EAGAN RE•.CTIVl1'rE _,. 1044 1992 BUILDING PERMIT 681-4675 7/1 S SI?vGLE & MULTI-FAMILY 2 sets of plans, 3 registered site surveys, 1 copy of energy calcs. COMMERCIAL 2 sets of architectural & structural plans, 1 set of specifications, 1 copy of energy calcs. Penalty applies when typing of permit is requested, but not picked up by last working day of month in which re uest is made or lot chan e is re uested once ermit is issued. Date /Yj,;.V-2, Valuation of work ? Site Addres • ??-l,_5 J?mn,? O(tad Ad> STREET SU1TE ? Tenant Name: (commercial only) IAT IZ BLOCK Z SUBD. Y' •YY;0k 00'a P.I.D. M ?NO D°??TLo Descri tion of work: The applicant is: El Owner Contractor O Other (Destribe) Name 4wIr »-1Ar;0,, Jl•" Phone 4ft3 Property LAST fIRST Owner a d ess _ ?) ?4- STREE7 STE 0 City State , 1m? Zip . Company ??A+wS :j Eop 0/"?"? Phone ? )Off ' Contractor Address W'? V)Vrrtic, P?- License # "1 P Exp. '3.? C1ty j9y?? 1Yre,, State 0 Zip + Company Phone Archttect/ - E11ginEe1^ Name Registration # Address City State Zip Sewer & water licensed plumber._rff-6Ytd4q..' ;}'?Er'il?• Se'y"r)?f' --? roces ing time for sewer & Nater permits is two days once area has,.been approved. ' I hereby acknowledge tfiat 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. Si nat r f A li t g u e o pp can : ?? ? ?' V ?I • „L ,.? ?- APPLiCATiON ? BUILDING PERMIT TYPE O 01 Foundation fig 02 SF Dwg. 11 03 SF Addition O 04 SF Porch ? 05 SF Misc. WORK TYPE ? 31 New ? 32 Addition 4FFICE USE ONLY ? O 06 Duplex ? 07 4-Plex ? 08 8-Plex ? 09 12-Plex ? 10 Multi. Add'1 O 33 Alterations O 34 Repair GENERAL INFORMATION Const. (Actual) (Allowable) UBC Occupancy Zoning # of Stories Length Depth APPROVALS Planning Engineering ? 16 Basement Finish ? 17 Swim Pooi 0 18 Comm./Ind. ? 19 Comm./Ind. Misc.. O 20 Public Facility ? 21 Miscellaneous ? 37 Demolish MWCC System C.ity Water PRV Required - Booster Pump Fire Sprinkler Census Code SAC Code Building Variance REDUIRED INSPECTIONS ? Site ? Footing ? Wallboard ? Final ? Framing ? Draintile YES -YC- /al O1 O Insulation ? Fireplace Permit Fee Surcharge Plan Review License MWCC SAC City SAC Water Conn. Water Meter Acct. Oeposit S/W Permit S/W Surcharge Treatment P1. Road Unit Park Ded. Trails Oed. Copies Other Total: $AC % I O t? SAC Units _L veiuatron: g l7/ aaa - r2X z2 ? ?6q aqx 2e ' 5Z = '19 ? X/6 = I 26-7 Z ? 3z,yti? ?. 1yr7 2 7 x??? ? ?3 a) = (?? 3'I2X 1-4 I S'r FLo o FZ 65m7'= 1307 X?-y,c Z%z = o?l '70," -7 P ? 1e f ° ,. 'A !5? ° Assessments _ ? 17b1 3 y 2 , T ,? ? • . . ? . ...?'. --"?"? ... ? 11 Apt./Lodging ? 12 Multi. Misc. ? 13 Garage/Accessory 0 14 Fireplace ? 15 Deck ? 35 Tenant Finish ? 36 Move V- N Basement sq. ft. Y- M lst F1. sq. ft. 2nd F1. sq. ft. R.1 Sq. Ft. total Footprint Sq. ft. ? On-site well 3 6, On-site sewage PLAT OF SURVEY FoR: BILL BONIVER LOT 12, BLOCK 2, KINGS WOOD 2ND ADDITION DAKOTA COUNTY, MINNESOTA " 56'3a'oop w 2s2. 71 PONDING EASEMENT ? Z \ ??. 871.0 Lowest floor 879.6 9arage floor 880.5 top of foundatlon ^-?,-- U*) ---'---- ! / / 5 I? 12 , %-+- ? ? DRAINAGE AND ? ? UTILITY EASEMENT 9 g o 5 24 ?g G? 65 Q oU pSE? ? ? Ir-I N 5 T/IRON GP?P _5 ?5n(873.78) o iron MonuMents C ) existing elevations ? proposed elevatlons ?-?dlrection of proposedsurfq,Fq?,7d ? ,,? ?, ? l 6 3? 15 o? <a?i 66 2? Ba • 0 81 (D Q• A? I o T/IRON ?a 3 0 ? 874.99) \,p Q ? r ? o 0 W? 41.71 0 ? n a?0 N W O O tD r to N .. T/IRON (871.71) T/IRON (875.84) W_(T5_1 (880.5) ;880.4) (681.9) A ------ s D ?l??i 081"t ?0 'tr.?GfiLN FWGI '?? R= 272.61 43.11(m? X (8e0.5) 13 40 000 - CONCRETE CURB R = 176.26 (as?.a) x Notei Only copies whlch bear an eMbossed seal are certlfled coples Hansen Thorp ? . Pellinen 0l50n Ir1C I hereby certlfy that this survey woo prapored by me or under my supervislon ond that I am a duly regiatered land surveyor under Mlnnesota Statutes Section 326 02 to 326 16 Flle No. 92-071 . " Cl il k S E . . . Book-Page v urvey ngineers 7565 Offlce Rtdge Cirde ? n 71-42 Eden Prairle, MN 55344-3644 Scala (612) 829-0700 `J 7- 7J 9 Z R D t ti N i t ZB4Z ! » 1 =30+ _ a e: - eg s ra on o. '. . ... =;u. : " .. k _ ..1 ._. , , _. . ._ . ... u . d_:t. . ayr 1+/?1Yr?? ----- - = I7E r1?L;F-Ess: ?•Q?' ?• . ? ? Z ? ??SS?ID? ' ?./l???I.?+n ? L3'•.fT-F:I=iCTLiF;:7#147w 1P`D Determine work.ino square tootage of L-ach. l. Total e::plred wal l arec ...-%ffsq. ft. X U.11 = 4do • 8 ?. Total reot!c2ilina area ...I?` =A. fit. X ??.??-S = 35' ! A. To'tal w..?li wirdow area ................... (70-3 Ei. Toi_al dcc.r area ........................... 67- L. Total siidir:Q gla=s Cc_:vr .................. I1,}6L !A1 ? D. Tctal 7ircplacc :•xzil area ................. O E. Tctal vla11 zraming areri (averng° 10,'.) - . . . - • Q F. Total rirn v c•i=t 7r-2a . . . . . . . . • • • • . . . . . . . . . . v,. Tctal nzT vo.11 «rra atove flco r ........... Z lc;ial e:;po=:ad Tounclat;u, ar-=-a: T ??U H . 'i ntz i 7cd J-.dA'1=.1Cf: 4•11i id-=N <rb.3 . . . . . . . . . . . . . . NIA 1. lrt._t1 rir'C 'Pr'U"7C'1_iL1Gn ?;Y==s C^.'2 Ct:'_-:C7r ,..... ?/A i.._„-a, ?T:1 uiJ: u •;?i.?L'? , G` ??c " _. i.;?'??iL Ch ,::a. ?03 b. b2 .. u?? .13 = g? 1 e. 3ao ,; :,I ;,, ,?G?}- = 3? •Z. ;,. 3 l 8 V °Ij° o, a4 3_ 13-7 ;t. 2.3b1 ",,:; i-:,, ? . . . . . .. . .. .. .. .. .. . . . , . .. . . . ; _: . = 3ge.3 ? ? -- , _ _. _, _.... , , .. . ? ?•?.? :.? ? ? - ?._.... ..?-;?-?._r...e?. cr ?_.;.._._..-._.., .. _?___ ....._._.._? _ ? . . _i ,i ni ? ? - ? . : : ? ...: 1 ? ' ' ? ?. Ti? _ ._ ... ?.?:i _ ?? i._ ? ' ? _:_;,..:?,:-iinr? t ' _, ? . - -?r;_?. - . . . . . . . - ' ? ' . . . . . . . . . . . . . -. ? 13e i_?.?1.t K. I l J _._ ..._,r. 1- _._ 1. _=':. ._ . ?.11? ri-SUrl?l Io 1 _=!rF?.'. 1 cz`ii-yl,'.iu:= t_.. . ._ _=i.. -,:r+. I ..1 ?_ ?I I._ ...?? ... _. • - • -,••;-1.:: . . . . . . . ?_......: ,.?? ??., _., -- .? ....:_.. . ?_,._. ? : . 11741 -.,_ ,__._ . i.? _ ?.._? n : "? i;, ?.?- „ . i_. '? .-,. ic . :in;_ _ - i?.'?.-I_ rvr,._ - - . ??? - i . ' _ _?_, ? .i.:. ._' . ; ?_?? ..r:a =??:rtirrt. i . , :lUll ,. „P a,o?? = 2• 6 4 . ,......„....„.......,.... ,-ot._;i = 23,7 I'i i.'Lf=m 94 is t{ "= =cifP.C a= f_!r lt-.s= ChaIl 1Teym .i'_t'." T.ra-.-n yo!.t hyvi_, T?•'? 'C(-e .l.i : ten'.._ o..;" SBC .. V\`, ( L : -I. - f-11'FotT.: te D:1:.d1.^C El-I`J210pe Dt_+=.1.;Ill. -c u?. - .L? ? L,-i- ??.,_=si -n: t,eiu;.,r-_-_ , c:?, %' ? ' :?+?t??h?1 ;t_ !" . thv :??tll-lE'F Er i cIJA?=-I ?=(? { : .?1iz_ ._?:_ ,c- ?l-?.v: F„_ i-,?-,,?_, •_.u:,i cifi :t?-?-,,fr=, 42 a-id :µ.:y =_Ml l. not tyzD areYTet" t:ti-eti 'tl'z wUm c-i ?_,_,s #1 _. <:^ ..?.:, ii_?.ir, _ :? a,•.?. ? . + 2. _ _ 36, _ 1 6? I -• ? ?z, U . ..- . IAjTE• cF ocac,ue ?-??11 ?a'e? rr_?r ' Ccnstrvc'tic?r? R ':'alu•2 TI-ctRiE' CGriSf-1-1.1C't.1G:l .. -- - -- 1. inte'rior aiQr?ilm 5Zinchc? =oTt :•.4ecd_ ,. 4. GDR I?Lnx??.. --??-? . -. 5. l S??Nr< <+ri,?r?? 5r aA11r n. S 1 ' • 6. E::terior air film '='• L? . -rotal ? v= o BASZC WALL i. Intcrior air fiilm 2, Y " ? '?D D.?9S . W? i ? 1a t?a'rT IN?UL I?f^?c FZG. $1 TOPVIiZi OF FpAmE WAi,7• . • ' ' °,. Gb-?a12 4HA v?s r01? '?- • ? _ • S. E::ter'ior air rilm `?•?' , ? ? . - . . ?, Ta? CSl ?•-? - ETG.,z2.' ? . ,.- ... _:,. ``°? - ' ?_ 0•??:: - Intc-rior nir film `-'•?L- N_ . _ _ . . ''' • I ` • 4, y2 5. b. E>:tcr ior air Tiir? ', ?- : lotal . a ! ' ? ' o w Int-ric?r air- tilm •?_'- ? ?^ d o .. • 3 ?1•: ----- ' =GOt???ZCP1 . C ? ?•. - -. ----- . . fi211. ? .? ? ' ... .__. ? . _ ?. --=--------- o . ?.. . . t,\ . • ??? _ , - . `?` ?r .R ?' " r ;?'/.•' _-- ? ? S. E:;terior air 'tilm •, :.,..?.--'? --' • . ? . . . ?. •r• `? ...... . _ _ - 7c?t?tl • .?... _ , SLAD CI'•I GF=:;?i?_ ?__--- ._ , . . ' , . ?,? ?.s?_ ff k - . , ?, , •,? f ` : . , ? . -- - . (a ?X " ? ? • , ' a. ? t i '_ ?? - ?? • '- ;,/?i -? • °.. , - n? !r? I? . ', • ' ;{r • ==G- `4 rlc 7 b ? _° cIG. =3 `• < - ? . ? " eot'? and :ndicat_ ame, valae, ? r . ?LdCE..._OC OF 1RSll?d.`.101. O , ? . • ? ) ' ' v ' , , . . Z?-'r--`3 rt VmdT Vented L?l Eeat F1ow . up . FIG. TS ti++?i`T.?.i•v--'.vt•T1.+ .. yr • I'.°at flow vp vented . ."IG. ?6 . ? . ? ?'??, •-?'.._ :. • ? 1 ' . . . ? tlflflt • • . IIOV LIP ? . xTr,. *A7 ' . tsnstrLicticn R-'•%?,1? ?c ( U=s ror I Esrn L ) 1. Intc-ricr air Tilm i!.,,,i ?. sl?" 57, cro 4. E>:tcricr air film(=t?llj V.bl lb tal LJ = O.D17 CLG. FFP{°IINF5 ( L1_e ror I tcln Fc: ) 1. IntE?-ior air ? fiilm - - Incr-s sott ?•?•s? 3?_ ?1.'4 D _ 4. Ir.crtiT in_ul atove fircrnina _I b,O - 5. Air 7'ilm Totai-- 1.. ?!lt•;=t'_'.G"' ct11r f.11fh ':.'.&d .}. 1=;:teri.c!- air- 'i c, Fwt 1 i. Iri_icp- air fi.Im 4. D.Aside cir ; ilm I n'L'.,.1 0,.,__l OT:=_: L_:_ _n;d.?lr,._?? k _ ?.- - - CITY OF EAGAN L1o2 B oZ o! MECHAIVICAL PERMIT RECEIPT # SUBD. u (612) 681-4675 DATE RESIDENTTAL PLEASE COMPLETE UPPER PORITON ONLY FOR SINGLE FAMILY DWELLINGS. ALSO, COMPLEI'E FOR TOVYNHOMES/CONDOS R'HEN SEPARATE PERMTI'S ARE REQUIRID FOR EACH DWELLING UNTf. OWNER: ADD-ON A/C ADD-ON FURNACE ? SITE ADDRFSS: ADD ON/REMODEL (F.1tISTING CONSTRUCI'ION ONLI) $ 15.00 INSTALLER: HVAC: 9-100 M BTU 24.00 PHONE #: ADDIITONAL 50 M BTU 6.00 ADD.' --'Gs: d /nvc??f I/E n? . GAS OL"i7.E1's - MINUAuA4 1 @ $3 EA:3 9 • 00 CITY: ?. ` ZIP: SURCHARGE: $ .? SIGNATURE: TOTAL: SY33. So ? v ? NO PERMIT REQUIRED FOR DUCTWQBK ONLY! COMMERCIAL PLF.ASE COMPI.ETE THIS PORTION FOR ALL COMMERCIAIJINDUSTRIAL BUILDINGS. ALSO COMPLEfE FOR APARTMENT BUILDINGS OR OT$ER MULTI-FAMILY BUILDINGS WHEN SEPARATE PERMTTS ARE NOT REQUIRED FOR EACH DWELLING UNTT. WORK DESCRIPTION: OWNER: SITE ADDRESS: TENANT: SUITE #: INSTALLER: ADDRESS: CITY: PHONE SIGNATURE: CONTRACf PRICE: I FEES 196 OF CONTRACI' FEE. ? STATE SURCHARGE IS $.50 FOR EACH $1,000 OF PERMTf FEE. $ PROCFSSED PIPING - $25.00 r I$ MI1vIMUM FEE - $25.00 TOTAL: $ CITY SIGNAT[TRE: ZIP: CITY OF EAGAN 3830 PILOT KNOB ROAD EAGAN, MN 55122 PHONE; (612) 454-8100 PLEASE COMPLETE UPPER PORTION ONLY FOR SINGLE FAMILY DWELLINGS & , .: ..... .: . .... TOWNHOMES/CONDOS WHEN PERMITS ARE REQUIRED FOR EACH UNIT. ------------------------ --------------------------------------------------------- WORK DESCRIPTION COMPLETE THE FOLLOWING: NEW CONST ADD ON REPAIR N0. FIXTURES EA. ADD-ON MINIMUM 15.00 I SHQWER 3.00 ? WATER CLOSET 3.00 L, BATH TUB 3.00 LAVATORY 3.00 OWNER NAME: KITCHEN SINK 3.00 ?? LoS I ? LAUNDRY TR.AY 3.00 SITE ADDRESS: HOT TUB/SPA 3.00 !? T WATER HEATER 3.00 LOT: Id- BLA a?- SUBD? O??n! ? FLOOR DRAIN 3.00 ? GAS PIPING OUT. INSTALLER: ? 'b WXc-? I (MINIMUM - 1) 3.00 ?D (I OPENINGS 1.50 ROUGH -"? OTHER ADDRESS :°?DZ? Qy _ WATER SOFTENER 5.00 CITY:?-+??a-? V? ZIP: SSD??• _ PRIVATE DISP. 15.00 ? ?U.G. SPRINKLER 3.00 PHONE #: SUBTOTAL ST. SURCHARGE S PERMITTEE TOTAL ?V o? ?04 3.°0 3, o0 3•a° 3 00 T.oo g ?ol• .50 S y a, so ?OI?f24ERGiALjINDUST??AL: YLEASE COMPLETE THIS PORTION FOR ALL COMMERCZAL/INDUSTRIAL BUILDINGS AND MULTI-FAMILY BUILDINGS WHEN SEPARATE PERMITS ARE NOT REQUIRED FOR EACH DWELLING IINIT. CONTRACT PRICE: FEES OF,'NER NAME: SITE ADDRESS: LOT: BLOCK SUBD. INSTALLER: _ ADDRESS: CITY: PHONE #: FOR: ZIP: 18 OF CONTRACT FEE. STATE SURCHARGE - $.50 FOR EACH $1,000 OF PERMIT FEE. $25.00 MINIMUM FEE. CONTRACT PRICE x 1% $ STATE SURCHARGE $ TOTAL: FOR CITY USE ONLY PERMIT # RECEIPT # O e?5' DATE : IV o?' 9-_7--' TOTAL $ (SIGNATURE) CITY OF EAGAN / 2007 RESIDENTIAL PLUMBING PERMiT aPPLicaTioN ? CITY OF EAGAN 3830 PILOT KNOB ROAD, EAGAN MN 55122 651-675-5675 Please complete for modifications to existinp residential dwellinqs. Date ? 1 2- () ! 2-0 o1 Site Street Address b$ W o o c@ ?. Unit # Property Owner IS Q,V'ovvN e, {-A a, o,-,? ,?v?.?.,,,? •-? Telephone #((p3 t) (?$ 3- 1 o s 1-1 Contractor ?l oY"iM. Pt" Gc.a- Telephone #('11,3 )Z3- 3 3-7 3 Address IZ, $`iD Qwh., Rf vw 3ta Nrj City S4" ?r`a n c? s State M hl Zip Q '! 'D The Applicant is: _ Owner & Occupant ? L-icensed Plumbing Contractor Septic System _ New _ Refurbished Submit 2 sets of plans and MPC license Includes County fee $ 100.00 Per as-built $ 10.00 Fire Repair (replace burned out fixtures, etc.) $ 90.00 This fee ap lies when extensive lumbin repairs are made to a building. Alterations to existing dwelling $ 50.00 _ Add plumbing fixtures to main level lower level. This fee includes installation of a water softener and/or water heater at the same time. lf you are installing onl a water softener and/or wafer heafer, do not complete this section; move to the next section and place a checkmark next to the appliance(s) you are installing. _Septic System Abandonment _WaterTurnaround (add $136.00 if a 5/8" meter is required) Other: Water Softener Water Heater $ 15.00 _ new _ replacement Lawn Irrigation I-RPZ _PVB _new _repair X-rebuild $ 30.00 State Surcharge $ .50 Total I hereby apply for a Residential Plumbing Permit and acknowledge that the information is comple t work will be in conformance with the ordinances and codes of the City of Eagan and the understand this is not a permit, but only an application for a permit, work is not to start without a p accordance with the approved plan in the event a plan i uir to be reviewed and approved. _I? C7?yen M. 5 0.v? S t4. Applicant's Printed Name pplicanYs Signatur work will be in Use BLUE or BLACK Ink r - - - - - - - - - - - - - - - - - For Office Use Permit#: City of Ea o~~ d I Permit Fee: 3830 Pilot Knob Road I I Eagan MN 55122 Date Received: Phone: (651) 675-5675 I I Fax: (651) 675-5694 I Staff: I I 2010 RESIDENTIAL BUILDING PERMIT APPLICATION Date: Site Address: 6 Tenant: Suite RESIDENT/OWNER Name: 8,-tr 0.)r 1Ma ~16 ( Phone: 6,93 Q Address / City / Zip: 6,5' ~d< Q) AVI JA 12 Applicant is: Owner Contractor TYPE OF WORK Description of work: ` j 0 ✓l ® /C l Construction Cost: Multi-Family Building: (Yes / No 4) CONTRACTOR Name: TTY I`5 t S'I ~0~ ~ d' License 106 31,511A_16 Address: ~t' /.dM City: State: lVc Zip: Phone: Contact: !f °t ..J Email: COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING In the last 12 months, has the City of Eagan issued a permit for a similar plan based on a master plan? _Yes _No If yes, date and address of master plan: Licensed Plumber: Phone: Mechanical Contractor: Phone: Sewer & Water Contractor: Phone: NOTE: Plans and supporting documents that you submit are considered to be public information. Portions of the information may be classified as non-public if you provide specific reasons that would permit the City to conclude that the are trade secrets. CALL BEFORE YOU DIG. Call Gopher State One Call at (651) 454-0002 for protection against underground utility damage. Call 48 hours before you intend to dig to receive locates of underground utilities. www.aopherstateonecall.orc 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 G:6cj I At :A eI x 4, a~c~ Applicant's Printed Name Applicant's Signature Page 1 of 2 PERMIT City of Eagan Permit Type: Building 3830 Pilot Knob Rd Permit Number: EA081019 Eagan, MN 55122 . Date Issued: 11/13/2007 (651) 675-5675~~~ EPermit Category: ePermit www.ci.eagan.mn.us lflflUl tflflLLL Site Address: 1465 Kings Wood Rd Lot: 12 Block: 2 Addition: Kings Wood 2nd PID 10-42001-120-02 Use Description: Sub Type: e-Fireplace Construction Type: Work Type: Gas Insert Description: Census Code: 434- Occupancy: Zoning: Square Feet: 0 Comments: Chimney/flue must be inspected prior to concealing. Smoke detectors are required in all sleeping rooms prior to final inspection. When wall studs or ceiling joists are exposed, hard-wired detectors are required. Battery operated types are acceptable if the wall/ceiling finish (i.e. sheetrock) has to be removed to install a smoke detector. Andrew Hoffman Fee Summary: BL - Base Fee $3K $88.50 0801.4085 Surcharge - Based on Valuation $3K $1.50 9001.2195 Valuation: 3,000.00 Total: $90.00 Contractor: -Applicant - Owner: Fireside Hearth & Home Jerome C Haarmann 20802 Kensington Blvd 1465 Kings Wood Rd Lakeville MN 55044 Eagan MN 55121 (952) 985-6675 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. Applicant/Permitee: Signature Issued By: Signature PERMIT City of Eagan Permit Type: Mechanical 3830 Pilot Knob Rd Permit Number: EA087798 Eagan, MN 55122 . Date Issued: 12/17/2008 (651) 675-5675~~~ EPermit Category: ePermit www.ci.eagan.mn.us lflflUl tflflLLL Site Address: 1465 Kings Wood Rd Lot: 12 Block: 2 Addition: Kings Wood 2nd PID 10-42001-120-02 Use Description: Sub Type: e - Furnace Work Type: New Description: Furnace Comments: Quesetions regarding electrical permit requirements should be directed to Mark Anderson, State Electrical Inspector, 952-445-2840 Ashley Orman 410 W Lake St Fee Summary: ME - Permit Fee (Replacements) $50.00 0801.4088 Surcharge-Fixed $0.50 9001.2195 Total: $50.50 Contractor: -Applicant - Owner: Standard Heating & Air Conditioning Jerome C Haarmann 130 Plymouth Ave. N 1465 Kings Wood Rd Minneapolis MN 55411 Eagan MN 55121 (612) 824-2656 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. Applicant/Permitee: Signature Issued By: Signature PERMIT City of Eagan Permit Type: Mechanical 3830 Pilot Knob Rd Permit Number: EA087982 Eagan, MN 55122 . Date Issued: 01/15/2009 (651) 675-5675~~~ EPermit Category: ePermit www.ci.eagan.mn.us lflflUl tflflLLL Site Address: 1465 Kings Wood Rd Lot: 12 Block: 2 Addition: Kings Wood 2nd PID 10-42001-120-02 Use Description: Sub Type: e - Garage Heater Work Type: New Description: Comments: Permit closed without required inspection(s). Letter sent to applicant on 7/13/09. (pf) Quesetions regarding electrical permit requirements should be directed to Mark Anderson, State Electrical Inspector, (952) 445-2840 Fee Summary: ME - Permit Fee (Replacements) $50.00 0801.4088 Surcharge-Fixed $0.50 9001.2195 Total: $50.50 Contractor: -Applicant - Owner: Standard Heating & Air Conditioning Jerome C Haarmann 130 Plymouth Ave. N 1465 Kings Wood Rd Minneapolis MN 55411 Eagan MN 55121 (612) 824-2656 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. Applicant/Permitee: Signature Issued By: Signature 33'-6. 4'-0' -1.-11 1/8' 0./ 5'-4' 14'-0 1/2' /i 3'-9' ) 2'-9' 13'-0' I3'-3 3/16' 24' DIA_ POURED CONC PIER FT 20' SQ. BASE W/ CULTURED STO E 4X4 TREATED POST 10' DIA. WOOD COLUMN t1 EXIST DI 4 POSTS EXIST_ STORAGE POST (TYP) 3-2X12-TPZEATED BEM,' aD 3-2X6 POST (TYP) VERIFY BEARING CONDITIONS AT EXISTING DECK' 1- 0' • /2--1-i vL 41EAD€ -\�k \\ to o 1X2 SPACED BOARDS ON CEILING 48' 4S' X 84' X 8' CONC FTG. 2X6 BEARING WALLS ON CONC CURB WOOD BURNING FIREPLACE MFG_ ZERO CLEARANCE UNIT paw /pi, rr3•1. s ve c w 10' it 0 w Q X TREATE BEAM 8' • 111/8' 4'-10' 10' w OC 20' X 8' CONC FTG_ F - 2X6 BEARING WALLS ON CONC CURB 3-11_1/8'_LvL- MEADER- 3/S' PLYWOOD SOFFIT W/ IX2 SPACED BOARDS ON CEILING V!` 1 0 1- LOOSE LAID CONC PAVER PATIO HOLD PAVERS AWAY FROM STONE PIERS TO ALLOW FOR FROST MOVEMENT SEE DETAIL 2/4 •w REMOVE EXIST_ BAY WINDOW 4 DECK 1 INNIMEIZEtian 2 aD 24' DIA. POURED CONC PIER -TG_ 16' SQ_ FRAMED BASE W/ CUL IURED STONE 4X4 TREATED POST 10' DIA. WOOD COLUMN 2-2x10 1-1Dh2 w r✓ ��un v Si ?OI L %o&L 9) i1t ADIi rLN p # I /Al en- 0.0)flIA) 4,y /\ /// i / \/ / / LO....kfR FLOOR P1 ,4N / 1/4" = 1'-O" APPROVED PLANS MUST REMAIN ON JOB SITE SEPARATE PERMITS ARE REQUIRED FOR ANY ELECTRICAL OR PLUMBING WORK. BY: DATE- EAGAN REVIEWED c'=„.' r•Irl U `SPECTIONS DIVISION 10135 47th AVE. N. PLYMOUTH MN. 55442 612-810-9628 763-550-2919 fax W C.) Z VD W W z a ISSUE OCTOBER 26, 2009 REVISED FEBRUARY 5, 2010 MARCH 1, 2010 MARCH 15, 2010 JOB #09580 SHEET # 1 OF 4 �1_00fR DEMO FLA\ 1/4" = 11-0" 2 -0' 14'-9' 18'-9' SiVrICE DETECTORS ARE REQUIRED ON E'=- !?Ry LEVEL OF THE HOUSE AND IN vE;•SLEEPING ROOM AND IN EVERY 1:LLvvAY LEADING TO A SLEEPING ROOM 6'-0' 4'-0' -0' 3'-9' 2'-9' 13' - 0' 3' -0' 3'-6' 3' -6' zia 0 4 EXISTING DECK AND STAIRS TO REMAIN (PATCH AS REQ'D W/ NEW DECK) 41. > / 11 —rp #. r GIRDER TRUSS PR 26X DOORS INSERT g0 Z PO 2-9 1/2' VL HDR STEP DN T EXISTING FIRE STOP SOFFITS AN©ALL OTHER DEAD SPACES. ;L QT LO SMALL 'MATO MAW n RE Fl / •,9 13'-8' X 16'-0' 1I SCREEN PORCH IRONWOOD DECKING VAULTED CEILING NOT 1NSULATEF3� .4 ENG_ SCISSOR TRUSSES 24' (0 LL Un w a 6'-6' 6'-6' son NEW METAL RAILING BBQ DECK TIGERWOOD DECKING d) w CUSFD 10080 i 0 iA 2-11 1/8' LVL HDR GIRDER TRUSS 00 nnn I15-0' X 15'-6' DINING ROOM WOOD FLOOR FLAT CEILING UUUU 9' -8' STONE SURROUND 1BAGKSPLASH 6' u • IwZ pit,r `LYS I EW 50C -0 - SINK 5'-4• jvAt KITCHEN EXIST_ WOOD FLOOR REFINISH COOKTOP W/ 300 CFM HOOD y 1'-4• J 1• 3 04 9 E 0 4.1 NG. 1141 TRUSSES DROP SOFFIT 11. NEW 2-11 1/8' L / /11 (EXISTING SECOND F ••R JOISTS CANTII,EV OVER NEW BEAM FAR POOR ABOVE / / / / / / / r \ \ \ 12. -KNEE SPACE c; FIST =LOO 2} I/4' = I'-0' F 4\ 5L' / /J/9/tx #-1 FR ENTRY NO WORK u O r A CARBON MONOXIDE ALARM MUST BE INSTALLED IN ALL NEW SINGLE FAMILY AND MULTI FAMILY DWELLING UNITS. fR r1! L PROYi i". 1TH Stairs ot. fou; 01 mole risers snail i;ue a graspable handrail between 34" & 38" measured vertically from the nose of the tread WALKING SURFACES GREATER THEN 30" ABOVE AREA BELOW REQUIRE GUARDRAILS MINIMUM 36" IN HEIGHT AND DESIGNED SUCH THAT A 4" SPHERE WILL NOT PASS THROUGH rr y " STAIR TREADS AND RISERS: to 7% MAXIMUM RISER TREAD • 10" MINIMUM TREAD DEPTH NEW STAIRS VERIFY " RISERS W/ EXIST. GRADE HEARTH ROOM ALT_ NEW WOOD FLOOR TO MATCH KITCHEN 0 DINING ROOM O ALT_ TO ADD TWO MEMBER CROWN MOULDING LIVING ROOM f NO WORK 0 wcao *go* 10135 47th AVE. N. PLYMOUTH MN. 55442 612-810-9628 763-550-2919 fax LING FOR: RESIDENCE 4p44<Qp4O � OWz o z kr) 47w ISSUE OCTOBER 26, 2009 REVISED NOVEMBER 12, 2009 FEBRUARY 5, 2010 MARCH 1, 2010 MARCH 15, 2010 JOB #09580 SHEET # 2 OF 4 24' DIA_ POURED CONC PIER FTG_ 20' 50- BASE W/ CULTURED STONE 4X4 TREATED POST 10' DIA- WOOD COLUMN NEW DECK RIM TO BEAR ON EXISTING DECK FRAMING VERIFY BEARING CONDITIONS AT EXISTING DECK lI 4X4 POST (TYP) 4_ -- — 3-2X12 TREATED BEAM /' 3-2X6 POST (TYP) ,-2-41-1/8-LvL +BEAD€R- V \\ 7\\.\\ O 2X2 TREATED BEAM — 1- N w 20' X 8' CONC FTG_ ~ 2X6 BEARING WALLS ON CONC CURB — &-1_1/8'-LVL htEADE-R— POINT LOADS ABOVE Iq IIx w lY 48' X 84' k: 8' CONC FTG - 2X6 BEARING WALLS ON CONC CURB ke 24' DIA. POURED CONC PIER FTG_ 16' SGL FRAMED BASE W/ CULTURED STONE 4X4 TREATED POST 10' DIA- WOOD COLUMN SIMPSON STRAP "MSTA-30 STRAP FROM NEW BEAMS ALONG SIDE EXISTING HOUSE FLOOR FRAMING PROVIDE SOLID BLOCK AS REQ'D TO FASTEN STRAP TO EXIST_ SEE DETAIL 4/4 p EXIST DECK BEAM 4 POSTS EXIST_ STORAGE 7 STRAP SEE 4/4 AD ABOVE - FY EXISTING HEADER N_ REQUIRED 2-9 1/2' LVL HDR WINDOW HEADER FLOOR LOAD I6'X50" TOTAL LOAD X 6'-4' POINT LOAD ABCl/E 6514" sv VERIFY EXISTING HEADER MIN- REQUIRED 3-2X10 OR 2-9 1/2' LVL \<1(1 � SPAN = 5064" LOAD IST FLOOD /SMI\G PLAN 2� 1/4" = 1'-0" 2-9 1/2' VL HDR 2-9 I/2' LVL HDR 2 (FLUSH) DOOR HEADER ROOF LOAD 15'X50" TOTAL LOAD :'-0' SPAN= 3315" LOAD RIGHT END REACTION = 16815' LEFT END REACTION = 16815" DOOR HEADER ROOF LOAD 3.4'X50" TOTAL LOAD X 12'-0' 5 = 2040" LOAD RIGHT END REACTION = 1020" LEFT END REACTION = 1020" N cW 2-2X6 POST 2-11 1/8' LVL HDR GIRDER TRUSS 2-2X6 POST SCREEN PORCH 7 DINING ROOM EXISTING DECK AND STAIRS TO REMAIN (PATCH AS REQ'D W/ NEW DECK) LL 2-2X6 P STEP DN TQ - EXISTING ENG_ RUSSES 0.C- 3 -2X6 POSTS r NEW 2 1 1/8' l'7 O 0 KITCHEN 3-2X6 POST GIRDER TRUSS ROOF LOAD 2.11'X50' TOTAL LOAD X 18'-3' SPAN: 1980" LOAD DECK LOAD 5&3'X15" TOTAL LOAD X 18'-3' SPAN: 1980" LOAD RIGHT END REACTION = 4980" LEFT END REACTION = 4980" FLOOR BEAM ROOF LOAD 133'X50" TOTAL LOAD X 13'-3' SPAN= 881" LOAD RIGHT END REACTION = 4405" LEFT END REACTION : 4405" SIMPSON STRAP "MSTA-30 STRAP FROM NEW BEAM ALONG SIDE EXISTING HOUSE FLOOR FRAMING OR TOP OF STUD WALL PROVIDE SOLID BLOCK AS REQ'D TO ASTEN STRAP TO EXIST. DETAIL 4/4 DR. — —ED HEADER 'RO•- •AD ABOVE 11'X50" TOTAL LOAD X 1'-4' SPAN= 6231" LOAD WALL L ' .D ABOVE 9'X10" TOTAL LOAD X 1'-4' SPAN= 660' LOAD FLOOR L•• - • ABOVE 8'X50' TOTAL LOAD X 1'-4' SPAN: 2932" LOAD NEW ROOF ►•- K LOAD ABOVE 5&3'X15' TOTAL LOAD X 1'-4' SPAN= 3205" LOAD TOTAL LOAD• HEADER = 13028' LOAD RIGHT END R TION : 6514" LEFT END REA 'N : 6514" ROPPED_ —1— `L. '/)1,/'" U EXISTING SE dagD FLOOR JOISTS CANTILEVER OVER NEW BEAM FOR FLOOR ABOVE DROPPPF6 HEADER ROOF/LOAD ABOVE 11'X50' TOTAL LOAD X 5'-0' SPAN: WALJJ.. LOAD ABOVE 9'X10" TOTAL LOAD X 5'-0' SPAN: 45 FOR LOAD ABOVE S'X50" TOTAL LOAD X 5'-0' SPAN: 20 )I W ROOF DECK LOAD ABOVE 553'X15' TOTAL LOAD X 5'-0' TOTAL LOAD ON HEADER : 8886' LOAD RIGHT END REACTION = 4443" LEFT END REACTION : 4443" LOAD AD OAD oO HEARTH ROOM = 21 go -)53'6 1 10135 47th AVE. N. PLYMOUTH MN. 55442 612-810-9628 763-550-2919 fax W W r2) rT) P40 LD <11 Q o� P4 C)40;; o0 0 g rz4 o�� z <11 tr) 4q4)1 ISSUE OCTOBER 26, 2009 REVISED NOVEMBER 12, 2009 FEBRUARY 5, 2010 MARCH 1, 2010 MARCH 15, 2010 JOB #09580 SHEET # 2.1 OF 4 I r- REP W/ N= INST HEL DR14I PATCH 4 REPAIR SIDING AS REQ'D FOR NEW ROOF L v METAL RAILING N ARCH_ GRADE COMP SHINr<,LES METAL RAILING ADE COMP_ SHING ES TO MA IX12 CEDAR FASCIA COPPER SCUPPERS WOOD BURNING CHIMNEY CAP NEW FLUE TO BE MIN_ 2'-0' ABOvE NEAREST ROOF I0'-0' AWAY CULTURED STONE FIREPLACE CUT BACK CHIMNEY FRAMING TO 36' WIDE ABOvE LOW ROOF SIMILAR TO EXISTING CHIMNEY GAS FIREPLACE FLUE THRU WALL ABOvE FLOOR 11111 It HI 1 ■i■mI J ni main fl�ln�(�IIIn1 1111 sitollimimmin Lit— t,� PEI TAI_►a�- ri UM WINNE Mr. •��: �1• 44,7-11�1 al till. WWI • i 1 Q il W. Illti MEI Iiiiw 1 - nl�■li�_ i� ��■�j2 I MOM .-1111111111—UNI wi L MET DESI ai _i■ mmy-rte �_� =��II—imammil, 11111W.m.T == 1111101111 WI I Inc UMN — �.•- •i M C L_ INSIDE /1ll■{_ Sine �� 1 6 �v ranwin _j ,gin N --'Lior mow= Ng mor :Immo wow a1- 1'if 10' DIA DECORATIVE 0 4X4 TREATED STRUC _ Cay M1aim II .7!\ Its EXISTING L. E I LEVEL SLAB 1 1 I I 1 I I 1 I I I L -J L -_ J L L-_-__1--- I I ri) SiDF HL V4Tf Q\ j 1/4" = 11-0" A TI -IRU ROOF METAL SCUPPERS I I METAL RAILING GIRDER TRUSS PREF INISHED METAL GAP VERT. WALL W/ SIDEWALL SHINGLES 10 DECK DECKING OVER SLEEPERS ON EPDM ROOFING MEMBRANE 2'-(0' wu A D I 1/4 ion SOOT Pi AN, I I 1 I II I II I I I I I I I I II I L— L _ 1 L__ -_II L__L �f L___I-__LL___[ L _ EXISTING L LEVEL SLAG L___� 4' CUT STONE CAP WOOD FRAMED COL BASE W/ CULTURED STONE SURROUND L !L■ _i— i11:= .iIIM2111_■ L I I I I I I J L _I _ L Provide cultured stone manufacturers installation instructions and specifications at the required lath inspection L__1 L 10135 47th AVE. N. PLYMOUTH MN. 55442 612-810-9628 763-550-2919 fax MAINTAIN MINIMUM 6" WOOD TO EARTH SEPARATION. i ISSUE OCTOBER 26, 2009 REVISED FEBRUARY 5, 2010 MARCH 1, 2010 MARCH 15, 2010 i JOB #09580 SHEET # 3 OF 4 �/ i ,\ / 1 \ \ I /' \ \ 1, WOOD BURNING CHIMNEY CAP NEW FLUE TO BE MIN_ 2'-0' ABOvE NEAREST ROOF I0'-0' AWAY CULTURED STONE FIREPLACE CUT BACK CHIMNEY FRAMING TO 36' WIDE ABOvE LOW ROOF SIMILAR TO EXISTING CHIMNEY GAS FIREPLACE FLUE THRU WALL ABOvE FLOOR 11111 It HI 1 ■i■mI J ni main fl�ln�(�IIIn1 1111 sitollimimmin Lit— t,� PEI TAI_►a�- ri UM WINNE Mr. •��: �1• 44,7-11�1 al till. WWI • i 1 Q il W. Illti MEI Iiiiw 1 - nl�■li�_ i� ��■�j2 I MOM .-1111111111—UNI wi L MET DESI ai _i■ mmy-rte �_� =��II—imammil, 11111W.m.T == 1111101111 WI I Inc UMN — �.•- •i M C L_ INSIDE /1ll■{_ Sine �� 1 6 �v ranwin _j ,gin N --'Lior mow= Ng mor :Immo wow a1- 1'if 10' DIA DECORATIVE 0 4X4 TREATED STRUC _ Cay M1aim II .7!\ Its EXISTING L. E I LEVEL SLAB 1 1 I I 1 I I 1 I I I L -J L -_ J L L-_-__1--- I I ri) SiDF HL V4Tf Q\ j 1/4" = 11-0" A TI -IRU ROOF METAL SCUPPERS I I METAL RAILING GIRDER TRUSS PREF INISHED METAL GAP VERT. WALL W/ SIDEWALL SHINGLES 10 DECK DECKING OVER SLEEPERS ON EPDM ROOFING MEMBRANE 2'-(0' wu A D I 1/4 ion SOOT Pi AN, I I 1 I II I II I I I I I I I I II I L— L _ 1 L__ -_II L__L �f L___I-__LL___[ L _ EXISTING L LEVEL SLAG L___� 4' CUT STONE CAP WOOD FRAMED COL BASE W/ CULTURED STONE SURROUND L !L■ _i— i11:= .iIIM2111_■ L I I I I I I J L _I _ L Provide cultured stone manufacturers installation instructions and specifications at the required lath inspection L__1 L 10135 47th AVE. N. PLYMOUTH MN. 55442 612-810-9628 763-550-2919 fax MAINTAIN MINIMUM 6" WOOD TO EARTH SEPARATION. i ISSUE OCTOBER 26, 2009 REVISED FEBRUARY 5, 2010 MARCH 1, 2010 MARCH 15, 2010 i JOB #09580 SHEET # 3 OF 4 PORCH ROOF CONSTRUCTION -ARCH GRADE COMP_ SHINGLES TO MATCH EXISTING -15" ASPHALT FELT -ICE I WATER SHIELD 3'-0' BEYOND SHEATHING LINE UP ROOF 4 6'-0' WIDE* VALLEYS -5/S' PLYWOOD SHEATHING W/ 'H' CLIPS -ROOF TRUSSES -1X6 T 4G 'v' GROOVE BOARD CEILING )-•N LLX t w L >3 1'• TREATED 2X10 DECK JOISTS N 1X6 TIG 'V' GROO EN PORCH ULATED SCREEN PC ECKING NOT INSULATED FLOOR JOISTS TIGER WOOD DECKING OVER SCREEN TREATED 2Xt2 FLOOR Jc U TOP OF SLAB/CURB 4' BELOW EXIST_ HOUSE SLAB HAI I SEYCOND 6' CONC CURB 2X6 TREATED SILL W/ SEALER 11/2' DIA. ANCHOR BOLTS m 48' OL. ALIGN BOTTOM OF FRAI * PORCH 4 DINING FLASH TOP OF WALL PL AND DOWN OVER STON 1X2 SPACED BOARDS PREFINISHED METAL FLASHING PANELIZED WOOD DECK SYSTEM W/ CHAIR SUPPORTS OVER EPDM EPDM MEMBRANE OVER 3/4' PROTECTION BD TAPERED SLEEPERS * 16' OC_ (1/4' PER FOOT: 3 I/2' SLOPE) SLOPE FOR DRAINAGE DINING ROOF CONSTRUCTION -ARCH GRADE COMP_ SHINGLES TO MATCH EXISTING -EPDM MEMBRANE * FLAT ROOF (PITCH MIN I/47F00 -15" ASPHALT FELT -ICE a WATER SHIELD 3'-0' BEYOND SHEATHING LINE UP ROOF 4 6'-0' WIDE* VALLEYS -5/8' PLYWOOD SHEATHING UJ/ 'H' CLIPS -ROOF TRUSSES -BLOWN IN BLANKET INSUL R=40 MIN_ (R-42 PER INCI CAP FLASHING OVER WALL AND DOWN ROOF 12 NNN 9 1/2' TJI JOISTS * 16' 0L_ 4 MIL POLY VAPOR BARRIER 5/8' GYP BD CLG DINING ROOM 3/4' WARM FLOOR SUBFLOOR SYSTEM W/ IN -FLOOR RADIANT HEAT 14' TJI FLOOR JOISTS * SPRAY FOAM FULL THICK (CLOSED CELL INSUL) TYP_ WALL CONSTRUCTION -CEDAR SHAKE SIDING TO MATO- -GRADE 'D' FELT PAPER -I/2' PLYWOOD SHEATHING -2x6 STUD WALL -FULL THICK BATT INSUL R -I9 MIN -4 MIL POLY VAPOR BARRIER -I/2' GYP BD -NEW 'MARVIN' WINDOWS 4 DOORS LOW 'E' INSULATED GLASS W/ AF (DOORS) 'U' VALUE =33 SHGC (CSMT WDW) 'U' VALUE =29 SHGC 1 OF FRAMING 11NG WALL PLATE ER STONE vENEER DARDS ON BOTTOM OF"JOISTS BRICK PAVER PATIO OVER COMPACTED GRAVEL FILL 3/8' PLYWOOD SOFFIT W/ 1X2 SPACED BOARDS 8' POURED CONC FOUND_ W/20' X 8' CONC FTG. 2 -"A BARS CONT BUILEDfNG SECTION ,4LfiEiR\AT= 1/4" = 1'-0" so/ft V WALL BEYOND BAY WINDOW NEW 2X10 RIM JOIST W/ LAG BOLTS TO EXISTING RIM W/ 1/2' LAG BOLTS ,9 16' OL_ (TWO ROWS) JOIST HANGERS FROM RIM TO NEW JOISTS NEW HEADER SEE PLAN UPPP D CK FAR4FE T = 1,-O 2X4 TRIM (WRAP W/ METAL CAP) GRADE 'D' BUILDING PAPER OVER I/' PLYWOOD SHEATHING PAPER DOWN I OVER MEMBRANE WALL SHINGLE SIDING EPDM MEMBRANE - RUN UP SIDE WALLS MIN 16'� - " ^^<OR SILL * OPENING W _• E� G£.YJR BILL Th\G SUBFLOOR 2X4 TRIM NuRAP lW METAL CAP) GRADE "Cr BUILD APER OVER 10' PLYWOOD SWEATWING .ER Doug WALL SNI SIDE,*OVE1QM�'a'£E MEMBRANEEPON • RUN UPENEWALLBM16•WOEROO8ILLLOPMC rIGERWOOD DECKING INSTALL TAPERED TREATED SLEEPERS • 16• RC SLEEPERS FOR MOVE�NTMEPR`M'B EC ION WDERSIDE OF NEWL BEYOND BAY WINDOW JOIST NAG BOLTS • I. 10 RIM JOIST wi LAG ®OLT6 TO EXISTING RIM ANGERS FROM RIM TON W JOIE S NEW NEACTER SEE PLAN UPPER DECK F4R4PET ALL ETC"-, M E ROOF O 314' RED SL PROTEcTpE50 OVER I/]' PLYWOOD YWOOD 6NEATNI£IG TATEOVER I/7•PLYW000 9 I/)• TJI JOISTS • 16. oc. RN NEW FRAMING ALONG SIDE EXISTING FLOOR JOISTS LOOSE LAID CONC PAVER PATIO 7 SET W/ CRUSHED GRANITE JOINT MATERIAL Z // // / // / ///,2// COMPACTED PAVER BASE MATERIAL 3/4' RIGID INSUL OR EXP. JOINT MATERIAL 8' POURED CONC FROST WALL STO \E PI CULTURED STONE ON 2X6 FRAMED WALLS W/ I/2' PLYWOOD SHEATHING BOTH SIDES TREATED 2X6 SILL PLATE W/ 1/2' DIA_ ANCHOR BOLTS * 48' O.C. 6' POURED CONC CURB ON 8' POURED FOUNDATION WALL 5A5E DETAIL 4.} 1"=1'-0" METAL. RAILING AS REQ'D VERIFY HGT TO MAINTAIN 36' HIGH RAILING PREFINISHED METAL CAP SLOPE MIN_ I/2' TO ROOF EDGE SOLDERED COPPER SCUPPER BOXES (SLOPE BOTTOM MIN_ 1/4' PER FOOT) DECK SIDE OPG 12' X 12' ROOF SIDE OPG 6'X12' 12 a10 METAL RAILING AS READ "ERIFY NGT TO MAINTAIN 36 PREFINISHED METAL CAP f SLOPE MIN. id• TO ROOF EDGE ilitttDRE ED COPPER P�p�,�BOXES IDE oFGPE 5 X""• R,PER FOOT) DECK 8lo ROOF SIDE 01>C, 6• X@• 10IRDERTRuSs II ' NIGH RAID OI TN RC'`FING MEMBRANE COPPER SCUPPER A .• EXISTING FLOOR SYSTEM REMOVE RIM JOIST AS REQ'D FOR NEW STRAP INSTALLATION NEW LVL BEAMS BEAMS TO BEAR ON EXISTING WALL 1• • EXISTING FLOOR JOIST PROVIDE 2X B X JOIST DEPTH AS REQ'D ALO EXISTING JOIST 2'-6' LONG AS NAIL TO EXIST) 3-601 COMMON C4 / / i SIMPSON 'MSTA-30' STRAP PROVIDE 1 STRAP * EACH BEAM PROVIDE 1 STRAP A PERPENDICULAR WALLS (TOP OF NEW WALL TO BOTTOM OF EXIST_ JOISTS) NEW BEAMS OCKING SIDE EQ'D 1'-3' SIMPSON 'MTSA-30' SCRAP PROVIDE 1 STRAP * EACH BEAM l'-3' AILS* 6' OZ. SID: OF 5 4M PROVIDE BLOCKING AS REQ'D ALONG SIDE EXISTING JOISTS 2'-6' LONG NAIL TO EXIST_ JOIST W/ 3-16d COMMON NAILS •6'0.C_ XIST_ EXTERIOR WALL XIST_ RIM JOIST NEW STUD WALLS EXISTING FL OOR JOIST 1 SIMPSON MTSA-30'5 PROVIDE I S RAP TRAP * EACH BEAM TOP O@ %I/ALL IND 5ACNG STRAP DETAIL 1"=1'-m" £:d; £: Pj F Oro 17.4 w ost .14 10135 47th AVE. N. PLYMOUTH MN. 55442 612-810-9628 763-550-2919 fax ISSUE OCTOBER 26, 2009 REVISED FEBRUARY 5, 2010 MARCH 1, 2010 MARCH 15, 2010 JOB #09580 SHEET # 4 OF 4 W -4 c rn NOISIAIa SNOIl 0700m 03AE C3AN rrnMAO@ - mi- ATIOrn m�, b AAnr.rror ciZr O.zv rnomOA - O Z N TAU mAD' 06::\z o m r0 I-� oz), m" N ■i� b D0 7m m�10m0Db(l (blbz X�O000 -.O=rO<<<m -ImO<mmmA °o1'�m0„— ((0"A0160a0 tv'm-Ir DD rwr�0r D 0 X N n 2 d C n u /1M O OX rAOmrk ;r1 <b_=rA nAr z m -1 0 z v_ 0 11 -� cA b <m a m0 0 O 0 LoO- X m00N r ,_01 n { D -1 z?x mAi p-n o711 - N v0 �X 073- 0zN ' 4-n ZEA, -n: Dr0 rz r rD 03 m X -0 tr/b 11b' I aC7 JUL 2 2 ZU10 BeamChek v2007 licensed to: Richard Storlien/RDS Architects Reg # 6181-66116 Haarmann Residence Kitchen to Dining Room Date: 7/21/10 Selection Conditions Data Attributes Actual Critical Status Ratio Values Adjustments (3) 1-3/4x 11-7/8 2.0E Boise Versa -Lam 2800 Lu = 0.0 Ft NDS 2001 Min Bearing Area R1= 9.1 in2 R2= 9.4 in2 (1.5) DL Defl= 0.06 in Beam Span Beam Wt per ft Bm Wt Included Max Moment TL Max Defl LL Max Defl 8.33 ft 16.02 # 133 # 20961 '# L / 480 L / 360 Reaction 1 LL Reaction 1 TL Maximum V Max V (Reduced) TL Actual Defl LL Actual Defl 6508 # 8424 # 8657 # 7724 # L / 508 L / 727 Reaction 2 LL Reaction 2 TL 6695 # 8657 # Section (in3) Shear (in2) TL Defl (in) LL Defl 123.39 88.15 OK 71% 62.34 40.65 OK 65% 0.20 0.21 OK 95% 0.14 0.28 OK 50% Fb (psi) Fv (psi) E (psi x mil Fc I (psi) Reference Values 2850 Adjusted Values 2853 CF Size Factor Cd Duration Cr Repetitive Ch Shear Stress Cm Wet Use 285 285 2.0 2.0 925 925 1.001 1.00 1.00 1.00 1.00 N/A 1.00 1.00 1.00 CI Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Kbe = 0.0 Loads Uniform LL: 699 Uniform TL: 927 = A Point LL Point TL Distance Par Unif LL Par Unif TL Start End 4080 Pt loads: R1-8424 B = 5100 5.5 600 H H = 750 Uniform Load A B R2-8657 SPAN = 8.33 FT Uniform and partial uniform loads are lbs per lineal ft. 0 5.5 • 0C • LT 3 3 S2 ID e _ mss 3 c�ctm0go rt m 0 -- O < • O. CO 0 C i Lt. 0- Q C ,t; to 3 IID o C7 0. m 0- 3 9 C •< = 3 '0 0 Cr. 0 3CO4: 0 0 10 cm 0 .m 0 -4 r ▪ 0 =••t gig n' 0) 3 E 3. N 3 z69 0 0 0 0. 0. °0�0 mm«< QR [t R 0 o 0 000ma G1OOO O 0000 cr. 0 Q ,: -3 r O • 0 0 ~..+6 • ocz0�~ � 30 aa FF -r: n C1 u71 o -0ou N = 0 ra z O H m 2 rm m- Or P. m — Xi ©0 mm TI r m v E I- m ci Q in mr-< cp Q� m�—i, 03 al 0 1 0 co ( ( [Tl m Jeg10 1A1 uSnl Member Sfape; 6. HEADER AT FIREPLACE 2 Pcs of 1 314" x 9 112" 1.9E Micr©Ilam® LVL THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED 2 Roof Slopel0Pt2 Alf dirnertsions are horizoutaL LOADS: Analysis is for a Header (Flush Beam) Member. Tributary Load Width: 8' 6" Primary Load Group - Snow (psf): 35.0 Live at 115 % duration, 17.0 Dead SUPPORTS: Input Bearing Vertical Reactions Ply Width Length fibs) LivelDeadlUprrft/Totaf 1 Glulam or solid sawn (umber 2.25" Hanger 967/641 / 011608 beam 2 Glulam or solid sawn lumber 225" Hanger 967 / 641 10 / 1608 beam -See iLeve(® Specifier's/Builder's Guide for detail(s): 116: Face Mount Hanger HANGERS: Simpson Strong -Tie® Connectors Support Model Slope Skew Reverse Flanges 1 Face Mount Hanger HU48 0/12 0 No 2 Face Mount Hanger ill/48 0/12 0 No -Nailing for Support 1: Face: 10-16d , Top N/A, Member. 4-10d -Nailing for Support 2: Face: 10-16d , Top N/A, Member. 4-104 DESIGN CONTROLS: Maximum Shear Ms) 1515 Moment (Ft -Lbs) 2320 Live Load Defl (in) Total Load Defl (in) Top Flange Offset N/A N/A Product Diagram is Conceptual. Depth Nailing Detail Depth 9.50" N/A 116: Face Mount Hanger 9.50" N/A 116: Face Mount Hanger Top Flange Slope WA N/A Support Wood Species Douglas Fir Douglas Fir Design Control Result Location -1124 7265 Passed (15%) Rt end Span 1 under Snow loading 2320 13541 Passed (17%) MID Span 1 under Snow loading 0.025 0.204 Passed (L/999+) MID Span 1 under Snow loading 0.041 0.306 Passed (L/999+) MID Span 1 under Snow loading Other None None -Deflection Criteria: STANDARD(LL:L/360,TL:1/240). -Bracing(Lu): All compression edges (top and bottom) must be braced at 6' 6" olc unless detailed otherwise. Proper attachment and positioning of lateral bracing is required toachieve member stability. -Design assumes adequate continuous lateral support of the compression edge. PROJECT INFORMATION: SCHWARZ BLDRS HAARMANN RES OPERATOR INFORMATION: GRANT JONES SHAW STEWART LUMBER COMPANY 645 JOHNSON ST NE MINNEAPOLIS, MN 55413 Phone : (612) 238 4204 Fax : (612) 3781464 Copyright G 2069 by iLevel%, Federal Way, WA. Niczollam9 is a registered trademark of iLevel®_ Simpson Strong -Tie® Connectors is a registered trademark of Simpson Strong -Tie Company, Inc. H:,TJ-3eam.Job Filesi8ONQiART CONST SCREEN PORCR\RIDGE BEAM_sms BeamChek v2007 licensed to: Richard Storlien/RDS Architects Reg # 618 66116 Haarman Lower level Selection Conditions Data Residence ouble wdw Date: 4/1 10 2) 1-314x 11-7/8 2.0E Boise Versa -Lam 2800 Lu 0.0 Ft N S 2001 Min earing Area R1= 7.4 in2 R2= 5.1 int (1.5) DL Defl= 0.0 in Bea pan 6.33 ft Reaction 1 LL 5460 # Reaction 2 LL Beam t per ft 10.68 # Reaction 1 TL 6859 • Reaction 2 TL Bm Wt In. uded 68 # Maximum V 6859 Max Mome 12116 '# Max V (Reduced) 52 • • # TL Max Defl L / 480 TL Actual Defl L 862 LL Max Defl L / 360 LL Actual Defl L / 1000 3745 # 4715 # Attributes Section (in3) hear (int) TL Defl (in) LL Defl Actual 82.26 1.56 0.09 0.06 Critical 50.96 2 1 0.16 0.21 Status OK 0 OK OK Ratio 62% 67% 56% 30% Values Adiustments Fb (psi) Fv (p E (psi x mil) Fc (psi) Reference Values 2850 28 - 2.0 925 Adjusted Values 2853 :5 2.0 925 CF Size Factor Cd Duration Cr Repetitive Ch Shear Str $s Cm Wet Ike CI Stability 1.001 1.00 /.00 N/A 1.00 1.00 1.0000 b = 0.00 L' 1.00 1.00 00 Ft Kbe = 0.0 Loads Uniform L 640 niform TL. 800 = A Point LL Point TL Distce nif LL Par , if TL Start End 3554 B = 4443 5 Pt loads: 40 H = 80 0 2.5 Uniform Load A R1 = 6859 R2 = 4715 SPAN = 6.33 FT niform and partial uniform loads are lbs per lineal ft. gS533 BeamChek v2007 licensed to: Richard Storlien/RDS Architects Reg # 6181-66116 Haarmann Residence Lower level single wdw Selection Conditions Data Attributes Actual Critical Status Ratio Values Adiustments Loads Date: 4/13/10 (2) 1-314x 9-1/2 2.0E Boise Versa -Lam 2800 Lu = 0.0 Ft NDS 2001 Min Bearing Area R1= 3.2 in2 R2= 7.2 in' (1.5) DL Defl= <0.01 in. Beam Span Beam Wtperft Bm Wt Included Max Moment TL Max Defl LL Max Defl 3.0 ft 8.54 # 26 # 4517'# L/480 L/360 Reaction 1 LL Reaction 1 TL Maximum V Max V (Reduced) TL Actual Defl L / >1000 LL Actual Defl L / >1000 2323 # 2916 # 6623 # 5040 # Reaction 2 LL Reaction 2 TL 5288 # 6623 # Section (in') Shear (int) TL Defl (in) LL Defl 52.65 18.53 OK 35% 33.25 26.53 OK 80% 0.01 0.08 OK 19% 0.01 0.10 OK 10% Fb (psi) Fv (psi) E (psi x mil) Fc (psi) Reference Values 2850 285 Adjusted Values 2925 285 2.0 2.0 925 925 CF Size Factor Cd Duration Cr Repetitive Ch Shear Stress Cm Wet Use 1.026 1.00 1.00 1.00 1.00 N/A 1.00 1.00 1.00 CI Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Kbe = 0.0 Uniform LL: 640 Uniform TL: 800 = A Point LL Point TL Distance Par Unif LL Par Unif TL Start End 5211 Pt Toads: B = 6514 2.25 640 H = 800 H Uniform Load A B R1 = 2916 R2 = 6623 SPAN = 3 FT Uniform and partial uniform loads are lbs per lineal ft. 2.25 3.0 Ju Johns Manville Smart Ideas. Better Insulation. Climate Pro - Blow -In -Blanket System Formaldehyde -fres Blow-in Loose -fill Fiber Glass Insulation FORMALDEHYDE -FREE Climate Pro has always been formaldehyde -free, but Johns Manville has revolutionized the building insulation industry by introducing formaldehyde -free fiber glass insulation across our entire line of building insulation products. JM Formaldehyde -free insulation provides the same high-quality thermal and acoustical properties as conventional JM fiber glass — just without the formaldehyde -based binder. Why? Because it's a smart thing to do for our customers and the environment. No formaldehyde means fewer things to worry about. Visit us at www.jm.cam for more information. PRODUCT DESCRIPTION The Blow -In -Blanket System (BIBS i is a patented process for installing JM Climate Pro loose -fill insulation. Climate Pro is blown in behind BIBS netting, either dry or with adhesive, for complete coverage and high R -value efficiency in any size or shape cavity. BIBS provides a custom fit for thermally and acoustically superior insulation in walls, ceilings and floors — without settling. BIBS is supported by extensive testing and installer training to ensure optimal performance. APPLICATIONS Climate Pro BIBS is ideal for all wall cavities and the irregular and nonconforming areas around custom windows, arches, cathedral ceilings and in floors. INSTALLATION Equipment for JM Climate Pro installation is engineered for professional use. Contact your local JM sales representative for an authorized contractor. Note: In colder climate areas, vapor retarders are often placed toward the heated or conditioned side of the wall. This is done to reduce water vapor penetration into the wall from the building interior. Conversely, in predominantly hot, humid climates local practices often call for placing the vapor retarder toward the outside of the wall cavity. Check your local building codes for vapor retarder requirements. RECOMMENDED STORAGE AND TRANSPORT Store insulation indoors. Keep insulation clean and dry at all times. When transporting, cover completely with a waterproof tarpaulin as necessary. SPECIFICATION COMPLIANCE— Climate Pro ASTM C 764, Type I CAN/ULC-S102.2 and ASTM E 84 Flame Spread 25 or less, Smoke Developed 50 or less CENTRAL SYSTEMS LLC CENTRAL INSULATION THE BLOW -IN -BLANKET SPECIALISTS LARRY PLOCHER 9835 HWY 284 • WACONIA, MN 55387 952-442.2982 PERFORMANCE ADVANTAGES: • Formaldehyde -free — will not off -gas formaldehyde in the indoor environment. • Thermal Efficiency — provides effective resistance to heat transfer with the highest R -value per inch achievable in sidewall application. A certified installer can adjust the density to obtain the appropriate level of insulation. And it won't settle or separate, so the insulation retains its thermal efficiency. • Sound Control -reduces transmission of sound through exterior and interior walls and floor/ceiling assemblies. • Fire-resistant and Noncombustible — (see Specification Compliance). • Noncorrosive - does not accelerate corrosion of pipes, wiring, or metal studs. • Durable — it will not rot, mildew or otherwise deteriorate. Unlike cellulose, Climate Pro will not hold moisture and will not suffer permanent loss of R -value. • Fast, Clean Applications — quickly insulates spaces of any size or shape without cutting or fitting, for minimal scrap. • Complete Coverage — highly customized walls and vaulted ceilings get a seamless fit, eliminating gaps in nooks and crannies. Ensures a snug fit around plumbing fixtures, ventilation and electrical systems. Climate Pro Blow -In -Blanket' System Visit our website at www.jm.com Formaldehyde -free Blow-in Loose -fill Fiber Glass Insulation Or call: 1-800-654-3103 BUILDING CODE COMPLIANCE AND FIRE HAZARD CLASSIFICATION IBCRRC ICBO SBCCI BOCA Flame Spread" Smoke Developed' Climate Pro All types 'Per ASTM E 84 and CAN/ULC-S102.2. BIBS=COVERAGE CHART At Types All Types All Types 25 50 Thermal Resistance To obtain insulation resistance of: Cavity Depth Insulation thickness Density of Emulation Maximum Coverage Contents of the bag shall not cover more than: Minimum Wt./Sq. Ft. Weight of installed insulation should not be less than: R -value inches 313 91/ 30 7 I 23 51_ 15 3f 36 9V 28 7 22 5h 14 3/ thIft3 ftt IWftt 2.3 2.3 2.3 2.3 15.2 19.4 25.6 40.2 1.77 1.39 1.05 .67 1.8 1.8 1.8 1.8 19.5 24.8 32.7 51.4 1.39 1.09 .83 .53 The manufacturer recommends that the insulation be installed at these minimum thicknesses and maximum coverages to provide the levels of insvlaton thermal resistance IR -value) shown (based an 27-14. average net weight per bag). Only contractors certified by Ark -Seal International, Inc. may install Chinese Pro 818S. You can be confident that the work done an your home e bytitese comraetors meats the highest standards. CERTIFIED Alio MINIMUM 25% RB:Y ED CONTENT • Al hest 20% poshom ser ed Ib. Wan wd•Y6mril tins 10 (a.rlb AMd=*t.w marl. SCIENTIFIC CERTIFICATION SYSTEMS 1 -800 -ECO -FACTS Properly insulating a structure using Johns Manville building insulation helps preserve our environment by reducing energy consumption for heating and cooling, reducing the pollution resulting from fuel burning, reducing the emission of hazardous air pollutants during manufacturing and reducing waste through the utilization of recycled materials. Look for the cross and globe emblem on Johns Manville building insulation which indicates independent certification by Scientific Certification Systems, Inc. of 25% or more recycled glass content. Distributed by: Technical specifications as shown in this literature are intended to be used as general guidelines only, The physical and chemical properties of Climate Pro Blow -In -Blanket -System formaldehyde -free blow-in loose -fin fiber glass insulation listed herein represent typical, average values obtained in accordance with accepted test methods and are subject to normal manufacturing variations. They are supplied as a technical service and are subject to change without notice. Any references to numerical flame spread or smoke developed ratings are not intended to reflect hazards presented by these or any other materials under actual fire conditions. Check with the sales office nearest you for current information. All Johns Manville products are sold subject to Johns Manville's Limited Warranty and Limitation of Remedy. For a copy of the Johns Manville Limited Warranty and Limitation of Remedy or for information on other Johns Manville thermal and acoustical insulation and systems, call or write to the 800 number or address listed below. JudJohnslefanville Building Insulation Division 717 17th Street (80202) P.O. Box 5108 Denver, CO 80217-5108 1-800-654-3103 www.jm.com 810.0019 6102 I) 2002 Johns Manville MCCONKEY JOHNSON SOLTERMAN N INC. CONSULTING ENGINEERS 241 CLEVELAND AVE. S.. SUITE B2 ST. PAUL. MN 5 5 1 0 5- 1 2 6 0 651.698.5626 FAX:651.698.5628 RDS Architects, Inc. 10135 47th Avenue North Plymouth, MN 55442 Attn: Rick Storlien Re: Haarmann Residence — Structural Analysis 1465 Kings Wood Road Eagan, MN Project #10237 Mr. Storlien, March 8, 2010 6135") At your request, we have performed a structural analysis of the "main wind force resisting system" of the proposed addition to the referenced residence. We based our analysis on the following documents and assumptions: 1. Sheets 1-4 prepared by RDS Architects 2. Conventional spread footings are being installed with an allowable soil bearing capacity of 1,500 PSF 3. New roof and floor framing levels are continuously attached to the existing exterior stud walls/rim conditions Based on our analysis it is our opinion that the proposed addition has the capacity to resist wind loads per the Minnesota State Building Code for the "main wind force resisting system". This is provided that the following assumption, regarding the fastening of the proposed construction to the original structure are correct; 1. New ledger member along the existing framing at the first and second floor levels has the following fasteners at those locations: • Minimum 2-3/8" diameter lag screws at 16" on center dded minimum 3" into existing rim condition) • Note- This connection requirement has not been designed to resist live and dead loads for the floor and roof framing, and shall not be considered direction for the actual fasteners to be installed in the field. The fasteners noted here are simply minimum requirements to resist lateral loads associated with the "main wind force resisting system". 2. New stud walls that intersect the existing exterior stud wall and new beams at the first floor framing level that bear at the existing exterior stud wall have strapping that extends into the existing framing that resists a tensile load of 800# at those locations (service load). Please contact our office with any further questions or comments regarding this aspect of the project. Respectfully Submitted, Richard W. Johnson, P.E., Principal Minnesota Registration #23406 CONSULTING -GANEF-KS' 241 CLEVELAND AVE. S.. SUITE B2 ST.. PAUL. MN 5 5 1 0 5- 1 2 6 0 651.698.5626 EAX_65E.698.5628 RDS Architects, Inc. 10135 47th Avenue North Plymouth, MN 55442 Attn: Rick Storlien Re: Haarmann Residence — Structural Analysis 1465 Kings Wood Road Eagan, MN Project #10237 Mr. Storlien, March 17, 2010 At the request of the Building Official, we have reviewed the updated Sheets 2.1 and4 prepared by RDS Architects, Inc. (dated 3-15-10). The purpose of the review was to verify that the connection requirements noted in Item 2 in the letter prepared by our firm dated 3-8-10 are satisfied. It is our opinion that the detailing shown on the updated construction documents satisfies the connection requirements noted in our previous letter. Please contact our office with any further questions or comments regarding this aspect of the project. Respectfully Submitted, Richard W. Johnson, P.E., Principal Minnesota Registration #23406 HRS/ST/PS/HST/LSTA/LSTI/MST/MSTA/MSTC/MSTI Strap Ties These products are available with additional corrosion protection. Additional products on this page may also be available with this option. check with Simpson Strong -Tie for details. Model No. Dimensions Fasten (Total) Allowable; Tension Loads (OF/SP) Allowabl Tension Lows PF/HF) (160) (180) LSTA9 20 11/4 9 8-10d 740 635 LSTA12 1' 12 10-10d 925 795 LSTA15 1'/ f 15 12-10d 1110 950 LSTA18 14 18 14-10d 1235 1110 I LSTA21 11/4 21 1 O 1235 1235 LSTA24 114 24 1 d 1235 1235 ST292 21Ae I 9%6 12.16d1265 1120 ST2122 21/16 1213A6 34 16'1€ 16.164 _ 10.16d 1530 660 1505 ST2115 660 ST2215 2166 1646 20-16d 1875 1880 LSTA30 18 1 Ya 30 22-10d 1640 1640 LSTA3611A 36 24-10d 1640 1640 LSTI49 34 49 32-10dx11 2975 2555 LSTI73 3�4 73 48- Odx114 04205 3830 MSTA9 114 9 8-10d 750 645 MSTA12 11ts 12 10-10d 940 810 MSTA15 11I4 15 12-10d 1130 970 MSTA18 1 Ys 18 14-1Qd 1315 1130 MSTA21 11/4 21 16-104 1505 1290 MSTA30 MSTA36 MSTA49 16 1'430 22-10d MAO 1l VA 36 26.104 2050 2050 11/4 49 26-10d 2020 2020 ST6215 21/16 163/46 20-16d 2095 1900 ST6224 2'/16: 2331 28-16d 2540 2540 ST9 PA ' 9 8-16d 885 760 ST12 114 11% 10-16d 1105 950 ST18 ST22 MSTC28 MSTC4Q 11/4 f 17`4 1144: 21% 3 28% 14-16d 18.16d 36-16d sinkers 1420 1420 3455 1330 1420- _._.... 2980 �� -- 3 ; 4014 52-16d sinkers 4745 4305 MSTC52 i 52t 62-16d sinkers 4745 4745 -,TP 37, 2 70 1[.rlr.1'. t.,ac, 1'600 MSTC66 14 12 3 654 76-16d sinkers 5860 5860 MSTC78 3 774 76-16d sinkers 5060 5860 ST62362Ye HRS6 33' ',e 1 6 40-16d 3845 3845 6-10d 605 525 1 HRS8 1 8 10-10d 1010 880 HRS12 1 12 14-10d 1415 1230 MSTI26 21/46; 26 26-10dx1/ 2745 2325 MSTI36 2'Y16; 36 36-10dx1% 3800 3220 MSTI48 21/16 48 48-10dx1165065 ... 4290 . .,. i AACTJFA i1/.c. , rtin �,.. Rn,1ng1y1� cnen cm() Page 5 of ).20 0-1 http://strongtie.com/products/connectors/HRS-ST-PS-HST-LSTA.asp 3/13/2010 HRS/ST/PS/HST/LSTA/LSTI/MST/MSTA/MSTC/MSTI Strap Ties 3' t MSTC28 411 HRS 17h'•+ roll over images below to see larger image ST2115 HRS416Z HTP37Z Typical MSTI Installation (MIT hanger shown) LSTI similar HST Page 2 of 12 4;030 http://strongtie.com/products/connectors/HRS-ST-PS-HST-LSTA.asp 3/13/2010 W -4 c rn NOISIAIa SNOIl 0700m 03AE C3AN rrnMAO@ - mi- ATIOrn m�, b AAnr.rror ciZr O.zv rnomOA - O Z N TAU mAD' 06::\z o m r0 I-� oz), m" N ■i� b D0 7m m�10m0Db(l (blbz X�O000 -.O=rO<<<m -ImO<mmmA °o1'�m0„— ((0"A0160a0 tv'm-Ir DD rwr�0r D 0 X N n 2 d C n u /1M O OX rAOmrk ;r1 <b_=rA nAr z m -1 0 z v_ 0 11 -� cA b <m a m0 0 O 0 LoO- X m00N r ,_01 n { D -1 z?x mAi p-n o711 - N v0 �X 073- 0zN ' 4-n ZEA, -n: Dr0 rz r rD 03 m X -0 tr/b 11b' I aC7 JUL 2 2 ZU10 BeamChek v2007 licensed to: Richard Storlien/RDS Architects Reg # 6181-66116 Haarmann Residence Kitchen to Dining Room Date: 7/21/10 Selection Conditions Data Attributes Actual Critical Status Ratio Values Adjustments (3) 1-3/4x 11-7/8 2.0E Boise Versa -Lam 2800 Lu = 0.0 Ft NDS 2001 Min Bearing Area R1= 9.1 in2 R2= 9.4 in2 (1.5) DL Defl= 0.06 in Beam Span Beam Wt per ft Bm Wt Included Max Moment TL Max Defl LL Max Defl 8.33 ft 16.02 # 133 # 20961 '# L / 480 L / 360 Reaction 1 LL Reaction 1 TL Maximum V Max V (Reduced) TL Actual Defl LL Actual Defl 6508 # 8424 # 8657 # 7724 # L / 508 L / 727 Reaction 2 LL Reaction 2 TL 6695 # 8657 # Section (in3) Shear (in2) TL Defl (in) LL Defl 123.39 88.15 OK 71% 62.34 40.65 OK 65% 0.20 0.21 OK 95% 0.14 0.28 OK 50% Fb (psi) Fv (psi) E (psi x mil Fc I (psi) Reference Values 2850 Adjusted Values 2853 CF Size Factor Cd Duration Cr Repetitive Ch Shear Stress Cm Wet Use 285 285 2.0 2.0 925 925 1.001 1.00 1.00 1.00 1.00 N/A 1.00 1.00 1.00 CI Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Kbe = 0.0 Loads Uniform LL: 699 Uniform TL: 927 = A Point LL Point TL Distance Par Unif LL Par Unif TL Start End 4080 Pt loads: R1-8424 B = 5100 5.5 600 H H = 750 Uniform Load A B R2-8657 SPAN = 8.33 FT Uniform and partial uniform loads are lbs per lineal ft. 0 5.5 • 0C • LT 3 3 S2 ID e _ mss 3 c�ctm0go rt m 0 -- O < • O. CO 0 C i Lt. 0- Q C ,t; to 3 IID o C7 0. m 0- 3 9 C •< = 3 '0 0 Cr. 0 3CO4: 0 0 10 cm 0 .m 0 -4 r ▪ 0 =••t gig n' 0) 3 E 3. N 3 z69 0 0 0 0. 0. °0�0 mm«< QR [t R 0 o 0 000ma G1OOO O 0000 cr. 0 Q ,: -3 r O • 0 0 ~..+6 • ocz0�~ � 30 aa FF -r: n C1 u71 o -0ou N = 0 ra z O H m 2 rm m- Or P. m — Xi ©0 mm TI r m v E I- m ci Q in mr-< cp Q� m�—i, 03 al 0 1 0 co ( ( [Tl m Jeg10 1A1 uSnl Member Sfape; 6. HEADER AT FIREPLACE 2 Pcs of 1 314" x 9 112" 1.9E Micr©Ilam® LVL THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED 2 Roof Slopel0Pt2 Alf dirnertsions are horizoutaL LOADS: Analysis is for a Header (Flush Beam) Member. Tributary Load Width: 8' 6" Primary Load Group - Snow (psf): 35.0 Live at 115 % duration, 17.0 Dead SUPPORTS: Input Bearing Vertical Reactions Ply Width Length fibs) LivelDeadlUprrft/Totaf 1 Glulam or solid sawn (umber 2.25" Hanger 967/641 / 011608 beam 2 Glulam or solid sawn lumber 225" Hanger 967 / 641 10 / 1608 beam -See iLeve(® Specifier's/Builder's Guide for detail(s): 116: Face Mount Hanger HANGERS: Simpson Strong -Tie® Connectors Support Model Slope Skew Reverse Flanges 1 Face Mount Hanger HU48 0/12 0 No 2 Face Mount Hanger ill/48 0/12 0 No -Nailing for Support 1: Face: 10-16d , Top N/A, Member. 4-10d -Nailing for Support 2: Face: 10-16d , Top N/A, Member. 4-104 DESIGN CONTROLS: Maximum Shear Ms) 1515 Moment (Ft -Lbs) 2320 Live Load Defl (in) Total Load Defl (in) Top Flange Offset N/A N/A Product Diagram is Conceptual. Depth Nailing Detail Depth 9.50" N/A 116: Face Mount Hanger 9.50" N/A 116: Face Mount Hanger Top Flange Slope WA N/A Support Wood Species Douglas Fir Douglas Fir Design Control Result Location -1124 7265 Passed (15%) Rt end Span 1 under Snow loading 2320 13541 Passed (17%) MID Span 1 under Snow loading 0.025 0.204 Passed (L/999+) MID Span 1 under Snow loading 0.041 0.306 Passed (L/999+) MID Span 1 under Snow loading Other None None -Deflection Criteria: STANDARD(LL:L/360,TL:1/240). -Bracing(Lu): All compression edges (top and bottom) must be braced at 6' 6" olc unless detailed otherwise. Proper attachment and positioning of lateral bracing is required toachieve member stability. -Design assumes adequate continuous lateral support of the compression edge. PROJECT INFORMATION: SCHWARZ BLDRS HAARMANN RES OPERATOR INFORMATION: GRANT JONES SHAW STEWART LUMBER COMPANY 645 JOHNSON ST NE MINNEAPOLIS, MN 55413 Phone : (612) 238 4204 Fax : (612) 3781464 Copyright G 2069 by iLevel%, Federal Way, WA. Niczollam9 is a registered trademark of iLevel®_ Simpson Strong -Tie® Connectors is a registered trademark of Simpson Strong -Tie Company, Inc. H:,TJ-3eam.Job Filesi8ONQiART CONST SCREEN PORCR\RIDGE BEAM_sms BeamChek v2007 licensed to: Richard Storlien/RDS Architects Reg # 618 66116 Haarman Lower level Selection Conditions Data Residence ouble wdw Date: 4/1 10 2) 1-314x 11-7/8 2.0E Boise Versa -Lam 2800 Lu 0.0 Ft N S 2001 Min earing Area R1= 7.4 in2 R2= 5.1 int (1.5) DL Defl= 0.0 in Bea pan 6.33 ft Reaction 1 LL 5460 # Reaction 2 LL Beam t per ft 10.68 # Reaction 1 TL 6859 • Reaction 2 TL Bm Wt In. uded 68 # Maximum V 6859 Max Mome 12116 '# Max V (Reduced) 52 • • # TL Max Defl L / 480 TL Actual Defl L 862 LL Max Defl L / 360 LL Actual Defl L / 1000 3745 # 4715 # Attributes Section (in3) hear (int) TL Defl (in) LL Defl Actual 82.26 1.56 0.09 0.06 Critical 50.96 2 1 0.16 0.21 Status OK 0 OK OK Ratio 62% 67% 56% 30% Values Adiustments Fb (psi) Fv (p E (psi x mil) Fc (psi) Reference Values 2850 28 - 2.0 925 Adjusted Values 2853 :5 2.0 925 CF Size Factor Cd Duration Cr Repetitive Ch Shear Str $s Cm Wet Ike CI Stability 1.001 1.00 /.00 N/A 1.00 1.00 1.0000 b = 0.00 L' 1.00 1.00 00 Ft Kbe = 0.0 Loads Uniform L 640 niform TL. 800 = A Point LL Point TL Distce nif LL Par , if TL Start End 3554 B = 4443 5 Pt loads: 40 H = 80 0 2.5 Uniform Load A R1 = 6859 R2 = 4715 SPAN = 6.33 FT niform and partial uniform loads are lbs per lineal ft. gS533 BeamChek v2007 licensed to: Richard Storlien/RDS Architects Reg # 6181-66116 Haarmann Residence Lower level single wdw Selection Conditions Data Attributes Actual Critical Status Ratio Values Adiustments Loads Date: 4/13/10 (2) 1-314x 9-1/2 2.0E Boise Versa -Lam 2800 Lu = 0.0 Ft NDS 2001 Min Bearing Area R1= 3.2 in2 R2= 7.2 in' (1.5) DL Defl= <0.01 in. Beam Span Beam Wtperft Bm Wt Included Max Moment TL Max Defl LL Max Defl 3.0 ft 8.54 # 26 # 4517'# L/480 L/360 Reaction 1 LL Reaction 1 TL Maximum V Max V (Reduced) TL Actual Defl L / >1000 LL Actual Defl L / >1000 2323 # 2916 # 6623 # 5040 # Reaction 2 LL Reaction 2 TL 5288 # 6623 # Section (in') Shear (int) TL Defl (in) LL Defl 52.65 18.53 OK 35% 33.25 26.53 OK 80% 0.01 0.08 OK 19% 0.01 0.10 OK 10% Fb (psi) Fv (psi) E (psi x mil) Fc (psi) Reference Values 2850 285 Adjusted Values 2925 285 2.0 2.0 925 925 CF Size Factor Cd Duration Cr Repetitive Ch Shear Stress Cm Wet Use 1.026 1.00 1.00 1.00 1.00 N/A 1.00 1.00 1.00 CI Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Kbe = 0.0 Uniform LL: 640 Uniform TL: 800 = A Point LL Point TL Distance Par Unif LL Par Unif TL Start End 5211 Pt Toads: B = 6514 2.25 640 H = 800 H Uniform Load A B R1 = 2916 R2 = 6623 SPAN = 3 FT Uniform and partial uniform loads are lbs per lineal ft. 2.25 3.0 Ju Johns Manville Smart Ideas. Better Insulation. Climate Pro - Blow -In -Blanket System Formaldehyde -fres Blow-in Loose -fill Fiber Glass Insulation FORMALDEHYDE -FREE Climate Pro has always been formaldehyde -free, but Johns Manville has revolutionized the building insulation industry by introducing formaldehyde -free fiber glass insulation across our entire line of building insulation products. JM Formaldehyde -free insulation provides the same high-quality thermal and acoustical properties as conventional JM fiber glass — just without the formaldehyde -based binder. Why? Because it's a smart thing to do for our customers and the environment. No formaldehyde means fewer things to worry about. Visit us at www.jm.cam for more information. PRODUCT DESCRIPTION The Blow -In -Blanket System (BIBS i is a patented process for installing JM Climate Pro loose -fill insulation. Climate Pro is blown in behind BIBS netting, either dry or with adhesive, for complete coverage and high R -value efficiency in any size or shape cavity. BIBS provides a custom fit for thermally and acoustically superior insulation in walls, ceilings and floors — without settling. BIBS is supported by extensive testing and installer training to ensure optimal performance. APPLICATIONS Climate Pro BIBS is ideal for all wall cavities and the irregular and nonconforming areas around custom windows, arches, cathedral ceilings and in floors. INSTALLATION Equipment for JM Climate Pro installation is engineered for professional use. Contact your local JM sales representative for an authorized contractor. Note: In colder climate areas, vapor retarders are often placed toward the heated or conditioned side of the wall. This is done to reduce water vapor penetration into the wall from the building interior. Conversely, in predominantly hot, humid climates local practices often call for placing the vapor retarder toward the outside of the wall cavity. Check your local building codes for vapor retarder requirements. RECOMMENDED STORAGE AND TRANSPORT Store insulation indoors. Keep insulation clean and dry at all times. When transporting, cover completely with a waterproof tarpaulin as necessary. SPECIFICATION COMPLIANCE— Climate Pro ASTM C 764, Type I CAN/ULC-S102.2 and ASTM E 84 Flame Spread 25 or less, Smoke Developed 50 or less CENTRAL SYSTEMS LLC CENTRAL INSULATION THE BLOW -IN -BLANKET SPECIALISTS LARRY PLOCHER 9835 HWY 284 • WACONIA, MN 55387 952-442.2982 PERFORMANCE ADVANTAGES: • Formaldehyde -free — will not off -gas formaldehyde in the indoor environment. • Thermal Efficiency — provides effective resistance to heat transfer with the highest R -value per inch achievable in sidewall application. A certified installer can adjust the density to obtain the appropriate level of insulation. And it won't settle or separate, so the insulation retains its thermal efficiency. • Sound Control -reduces transmission of sound through exterior and interior walls and floor/ceiling assemblies. • Fire-resistant and Noncombustible — (see Specification Compliance). • Noncorrosive - does not accelerate corrosion of pipes, wiring, or metal studs. • Durable — it will not rot, mildew or otherwise deteriorate. Unlike cellulose, Climate Pro will not hold moisture and will not suffer permanent loss of R -value. • Fast, Clean Applications — quickly insulates spaces of any size or shape without cutting or fitting, for minimal scrap. • Complete Coverage — highly customized walls and vaulted ceilings get a seamless fit, eliminating gaps in nooks and crannies. Ensures a snug fit around plumbing fixtures, ventilation and electrical systems. Climate Pro Blow -In -Blanket' System Visit our website at www.jm.com Formaldehyde -free Blow-in Loose -fill Fiber Glass Insulation Or call: 1-800-654-3103 BUILDING CODE COMPLIANCE AND FIRE HAZARD CLASSIFICATION IBCRRC ICBO SBCCI BOCA Flame Spread" Smoke Developed' Climate Pro All types 'Per ASTM E 84 and CAN/ULC-S102.2. BIBS=COVERAGE CHART At Types All Types All Types 25 50 Thermal Resistance To obtain insulation resistance of: Cavity Depth Insulation thickness Density of Emulation Maximum Coverage Contents of the bag shall not cover more than: Minimum Wt./Sq. Ft. Weight of installed insulation should not be less than: R -value inches 313 91/ 30 7 I 23 51_ 15 3f 36 9V 28 7 22 5h 14 3/ thIft3 ftt IWftt 2.3 2.3 2.3 2.3 15.2 19.4 25.6 40.2 1.77 1.39 1.05 .67 1.8 1.8 1.8 1.8 19.5 24.8 32.7 51.4 1.39 1.09 .83 .53 The manufacturer recommends that the insulation be installed at these minimum thicknesses and maximum coverages to provide the levels of insvlaton thermal resistance IR -value) shown (based an 27-14. average net weight per bag). Only contractors certified by Ark -Seal International, Inc. may install Chinese Pro 818S. You can be confident that the work done an your home e bytitese comraetors meats the highest standards. CERTIFIED Alio MINIMUM 25% RB:Y ED CONTENT • Al hest 20% poshom ser ed Ib. Wan wd•Y6mril tins 10 (a.rlb AMd=*t.w marl. SCIENTIFIC CERTIFICATION SYSTEMS 1 -800 -ECO -FACTS Properly insulating a structure using Johns Manville building insulation helps preserve our environment by reducing energy consumption for heating and cooling, reducing the pollution resulting from fuel burning, reducing the emission of hazardous air pollutants during manufacturing and reducing waste through the utilization of recycled materials. Look for the cross and globe emblem on Johns Manville building insulation which indicates independent certification by Scientific Certification Systems, Inc. of 25% or more recycled glass content. Distributed by: Technical specifications as shown in this literature are intended to be used as general guidelines only, The physical and chemical properties of Climate Pro Blow -In -Blanket -System formaldehyde -free blow-in loose -fin fiber glass insulation listed herein represent typical, average values obtained in accordance with accepted test methods and are subject to normal manufacturing variations. They are supplied as a technical service and are subject to change without notice. Any references to numerical flame spread or smoke developed ratings are not intended to reflect hazards presented by these or any other materials under actual fire conditions. Check with the sales office nearest you for current information. All Johns Manville products are sold subject to Johns Manville's Limited Warranty and Limitation of Remedy. For a copy of the Johns Manville Limited Warranty and Limitation of Remedy or for information on other Johns Manville thermal and acoustical insulation and systems, call or write to the 800 number or address listed below. JudJohnslefanville Building Insulation Division 717 17th Street (80202) P.O. Box 5108 Denver, CO 80217-5108 1-800-654-3103 www.jm.com 810.0019 6102 I) 2002 Johns Manville MCCONKEY JOHNSON SOLTERMAN N INC. CONSULTING ENGINEERS 241 CLEVELAND AVE. S.. SUITE B2 ST. PAUL. MN 5 5 1 0 5- 1 2 6 0 651.698.5626 FAX:651.698.5628 RDS Architects, Inc. 10135 47th Avenue North Plymouth, MN 55442 Attn: Rick Storlien Re: Haarmann Residence — Structural Analysis 1465 Kings Wood Road Eagan, MN Project #10237 Mr. Storlien, March 8, 2010 6135") At your request, we have performed a structural analysis of the "main wind force resisting system" of the proposed addition to the referenced residence. We based our analysis on the following documents and assumptions: 1. Sheets 1-4 prepared by RDS Architects 2. Conventional spread footings are being installed with an allowable soil bearing capacity of 1,500 PSF 3. New roof and floor framing levels are continuously attached to the existing exterior stud walls/rim conditions Based on our analysis it is our opinion that the proposed addition has the capacity to resist wind loads per the Minnesota State Building Code for the "main wind force resisting system". This is provided that the following assumption, regarding the fastening of the proposed construction to the original structure are correct; 1. New ledger member along the existing framing at the first and second floor levels has the following fasteners at those locations: • Minimum 2-3/8" diameter lag screws at 16" on center dded minimum 3" into existing rim condition) • Note- This connection requirement has not been designed to resist live and dead loads for the floor and roof framing, and shall not be considered direction for the actual fasteners to be installed in the field. The fasteners noted here are simply minimum requirements to resist lateral loads associated with the "main wind force resisting system". 2. New stud walls that intersect the existing exterior stud wall and new beams at the first floor framing level that bear at the existing exterior stud wall have strapping that extends into the existing framing that resists a tensile load of 800# at those locations (service load). Please contact our office with any further questions or comments regarding this aspect of the project. Respectfully Submitted, Richard W. Johnson, P.E., Principal Minnesota Registration #23406 CONSULTING -GANEF-KS' 241 CLEVELAND AVE. S.. SUITE B2 ST.. PAUL. MN 5 5 1 0 5- 1 2 6 0 651.698.5626 EAX_65E.698.5628 RDS Architects, Inc. 10135 47th Avenue North Plymouth, MN 55442 Attn: Rick Storlien Re: Haarmann Residence — Structural Analysis 1465 Kings Wood Road Eagan, MN Project #10237 Mr. Storlien, March 17, 2010 At the request of the Building Official, we have reviewed the updated Sheets 2.1 and4 prepared by RDS Architects, Inc. (dated 3-15-10). The purpose of the review was to verify that the connection requirements noted in Item 2 in the letter prepared by our firm dated 3-8-10 are satisfied. It is our opinion that the detailing shown on the updated construction documents satisfies the connection requirements noted in our previous letter. Please contact our office with any further questions or comments regarding this aspect of the project. Respectfully Submitted, Richard W. Johnson, P.E., Principal Minnesota Registration #23406 HRS/ST/PS/HST/LSTA/LSTI/MST/MSTA/MSTC/MSTI Strap Ties These products are available with additional corrosion protection. Additional products on this page may also be available with this option. check with Simpson Strong -Tie for details. Model No. Dimensions Fasten (Total) Allowable; Tension Loads (OF/SP) Allowabl Tension Lows PF/HF) (160) (180) LSTA9 20 11/4 9 8-10d 740 635 LSTA12 1' 12 10-10d 925 795 LSTA15 1'/ f 15 12-10d 1110 950 LSTA18 14 18 14-10d 1235 1110 I LSTA21 11/4 21 1 O 1235 1235 LSTA24 114 24 1 d 1235 1235 ST292 21Ae I 9%6 12.16d1265 1120 ST2122 21/16 1213A6 34 16'1€ 16.164 _ 10.16d 1530 660 1505 ST2115 660 ST2215 2166 1646 20-16d 1875 1880 LSTA30 18 1 Ya 30 22-10d 1640 1640 LSTA3611A 36 24-10d 1640 1640 LSTI49 34 49 32-10dx11 2975 2555 LSTI73 3�4 73 48- Odx114 04205 3830 MSTA9 114 9 8-10d 750 645 MSTA12 11ts 12 10-10d 940 810 MSTA15 11I4 15 12-10d 1130 970 MSTA18 1 Ys 18 14-1Qd 1315 1130 MSTA21 11/4 21 16-104 1505 1290 MSTA30 MSTA36 MSTA49 16 1'430 22-10d MAO 1l VA 36 26.104 2050 2050 11/4 49 26-10d 2020 2020 ST6215 21/16 163/46 20-16d 2095 1900 ST6224 2'/16: 2331 28-16d 2540 2540 ST9 PA ' 9 8-16d 885 760 ST12 114 11% 10-16d 1105 950 ST18 ST22 MSTC28 MSTC4Q 11/4 f 17`4 1144: 21% 3 28% 14-16d 18.16d 36-16d sinkers 1420 1420 3455 1330 1420- _._.... 2980 �� -- 3 ; 4014 52-16d sinkers 4745 4305 MSTC52 i 52t 62-16d sinkers 4745 4745 -,TP 37, 2 70 1[.rlr.1'. t.,ac, 1'600 MSTC66 14 12 3 654 76-16d sinkers 5860 5860 MSTC78 3 774 76-16d sinkers 5060 5860 ST62362Ye HRS6 33' ',e 1 6 40-16d 3845 3845 6-10d 605 525 1 HRS8 1 8 10-10d 1010 880 HRS12 1 12 14-10d 1415 1230 MSTI26 21/46; 26 26-10dx1/ 2745 2325 MSTI36 2'Y16; 36 36-10dx1% 3800 3220 MSTI48 21/16 48 48-10dx1165065 ... 4290 . .,. i AACTJFA i1/.c. , rtin �,.. Rn,1ng1y1� cnen cm() Page 5 of ).20 0-1 http://strongtie.com/products/connectors/HRS-ST-PS-HST-LSTA.asp 3/13/2010 HRS/ST/PS/HST/LSTA/LSTI/MST/MSTA/MSTC/MSTI Strap Ties 3' t MSTC28 411 HRS 17h'•+ roll over images below to see larger image ST2115 HRS416Z HTP37Z Typical MSTI Installation (MIT hanger shown) LSTI similar HST Page 2 of 12 4;030 http://strongtie.com/products/connectors/HRS-ST-PS-HST-LSTA.asp 3/13/2010 PERMIT City of Eagan Permit Type:Building Permit Number:EA131429 Date Issued:06/18/2015 Permit Category:ePermit Site Address: 1465 Kings Wood Rd Lot:12 Block: 2 Addition: Kings Wood 2nd PID:10-42001-02-120 Use: Description: Sub Type:Reroof & Siding Work Type:Replace Description: Census Code:434 - Zoning: Square Feet:0 Occupancy: Construction Type: Comments:Please print pictures of ice and water protection and house wrap and leave on site. When installing ventilated soffit material, remove existing material (i.e. debris that could block vents) and take steps to ensure maximum ventilation to attic. Call for final inspection after installation. Valuation: 8,000.00 Fee Summary:BL - Base Fee $8K $162.25 0801.4085 Surcharge - Based on Valuation $8K $4.00 9001.2195 $166.25 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 - Marjorie J Haarmann 1465 Kings Wood Rd Eagan MN 55122 (651) 683-1054 Property Claim Solutions Llc 2005 Pin Oak Dr Eagan MN 55122 (651) 994-2028 Applicant/Permitee: Signature Issued By: Signature PERMIT City of Eagan Permit Type:Building Permit Number:EA131732 Date Issued:07/06/2015 Permit Category:ePermit Site Address: 1465 Kings Wood Rd Lot:12 Block: 2 Addition: Kings Wood 2nd PID:10-42001-02-120 Use: Description: Sub Type:Windows/Doors Work Type:Replace Description:One Window/Door Census Code:434 - Zoning: Square Feet:0 Occupancy: Construction Type: Comments:Improvements to the home require smoke detectors in all bedrooms. If altering window openings or installing Bay or Bow windows, call for framing inspection. Call for final inspection after installation. Carbon monoxide detectors are required within 10 feet of all sleeping room openings in residential homes (Minnesota State Valuation: 500.00 Fee Summary:BL - Base Fee $500 $40.00 0801.4085 Surcharge - Based on Valuation $500 $0.50 9001.2195 $40.50 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 - Marjorie J Haarmann 1465 Kings Wood Rd Eagan MN 55122 (651) 683-1054 Property Claim Solutions Llc 2005 Pin Oak Dr Eagan MN 55122 (651) 994-2028 Applicant/Permitee: Signature Issued By: Signature PERMIT City of Eagan Permit Type:Mechanical Permit Number:EA136951 Date Issued:06/08/2016 Permit Category:ePermit Site Address: 1465 Kings Wood Rd Lot:12 Block: 2 Addition: Kings Wood 2nd PID:10-42001-02-120 Use: Description: Sub Type:Residential Work Type:Replace Description:Air Conditioner Comments:Questions regarding electrical permit requirements should be directed to State Electrical Inspector, Mark Anderson at (952) 445-2840. Carbon monoxide detectors are required within 10 feet of all sleeping room openings in residential homes (Minnesota State Fee Summary:ME - Permit Fee (Replacements)$59.00 0801.4088 Surcharge-Fixed $1.00 9001.2195 $60.00 Total: I hereby acknowledge that I have read this application and state that the information is correct and agree to comply with all applicable State of Minnesota Statutes and City of Eagan Ordinances. Contractor:Owner:- Applicant - Marjorie J Haarmann 1465 Kings Wood Rd Eagan MN 55122 (651) 683-1054 Standard Heating & Air Conditioning 130 Plymouth Ave. N Minneapolis MN 55411 (612) 824-2656 Applicant/Permitee: Signature Issued By: Signature PERMIT City of Eagan Permit Type:Building Permit Number:EA142966 Date Issued:05/25/2017 Permit Category:ePermit Site Address: 1465 Kings Wood Rd Lot:12 Block: 2 Addition: Kings Wood 2nd PID:10-42001-02-120 Use: Description: Sub Type:Windows/Doors Work Type:Replace Description:Two or More Windows/Doors Census Code:434 - Zoning: Square Feet:0 Occupancy: Construction Type: Comments:Improvements to the home require smoke detectors in all bedrooms. If altering window openings or installing Bay or Bow windows, call for framing inspection. Call for final inspection after installation. Carbon monoxide detectors are required within 10 feet of all sleeping room openings in residential homes (Minnesota State Valuation: 4,000.00 Fee Summary:BL - Base Fee $4K $103.25 0801.4085 Surcharge - Based on Valuation $4K $2.00 9001.2195 $105.25 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 - Marjorie J Haarmann 1465 Kings Wood Rd Eagan MN 55122 (651) 683-1054 Minnesota Rusco 5010 Hwy 169 N Brooklyn Park MN 55428 (952) 935-9669 Applicant/Permitee: Signature Issued By: Signature PERMIT City of Eagan Permit Type:Plumbing Permit Number:EA162872 Date Issued:08/03/2020 Permit Category:ePermit Site Address: 1465 Kings Wood Rd Lot:12 Block: 2 Addition: Kings Wood 2nd PID:10-42001-02-120 Use: Description: Sub Type:Residential Work Type:Replace Description:Water Softener Meter Size Meter Type Manufacturer Serial Number Remote Number Line Size Comments:Carbon monoxide detectors are required within 10 feet of all sleeping room openings in residential homes (Minnesota State Building Code). Please call Building Inspections at (651) 675-5675 to schedule a final inspection. Fee Summary:PL - Permit Fee (WS &/or WH)$59.00 0801.4087 Surcharge-Fixed $1.00 9001.2195 $60.00 Total: I hereby acknowledge that I have read this application and state that the information is correct and agree to comply with all applicable State of Minnesota Statutes and City of Eagan Ordinances. Contractor:Owner:- Applicant - Marjorie J Haarmann 1465 Kings Wood Rd Eagan MN 55122 (612) 889-5079 Milbert Company (culligan) 1801 50th St E Inver Grove Heights MN 55077 (651) 451-2241 Applicant/Permitee: Signature Issued By: Signature