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820 Promontory PlCASH RECEIPT ,.. . ; CITY OF EAGAN 3830 PILOT KNOB ROAD EAGAN, MINNESOTA 55122 DATE I ( I 19 ? I 01 .; nECErveo FIIO?I µl . . . AMOUNT 3 ??! ! f & DOLLARS ,oo O CASH CA'tHECK wA ; BY C 14987 White-Payers Copy ,??? vaiaw--Pose?,y coa,? ??.?; Pink-File covy Thank You SEWEa &'WATER PERMIT CIV eF IfAGAN ` - 3830 Pilot Knob Rd. Eagan, MN 55122-1897 DATE 19, 1991 T SITE ADDRESS ' 2U ptt??r•2:1 OFFICE USE ONLY METER # PERMIT DATE CHIP # PERMIT # 1 ?211 METER SIZE B.P. RECEIPT # e 14y97 ISSUE DATE B.P. RECEIPT DATE DIEF 1 - PRV - BOOSTER PUMP PERMIT REQUESTED LOT ?i:;._BLOCK 4 SEC/SUB A` APPLICANT: ADDRESS: CITY, STATE ZIP PHONE: PLUMBER: )1.1i:=RC. CQ11STKl1CTInr; ADDRESS: e+'10 131ST ST CT CITY, STATE APYL:£ VR,LLEY e0 ZIP S`i i24- PHONE: 432-9079 SEWER ? WATER - TAPS - COMM/IND ? RESIDENTIAL Y NEW EXISTING Lawn Sprinkler Meters are to be Installed Ahead of Domestic Meters on Water Line. Credit WILL NOT be given for Deduct Meters. ' . ,. _ . I AGREE TO COMPLY WITH CITY OF OWNER: SCHtfTROP HOMl:• EAGAN ORDINANCES ADDRESS: 16361 $AYWQf3r. ; ' CITY, STATE FiFN !'RA+R?F _• ZIP 5 ;34h PHONE: '+34 ..,,c; ,; SIGNATURE WHEN METER ISSUED PLEASE ALLOW TWO WORKING DAYS FOR PROCESSING. CALL. 454-5220 FOR INSPECTIONS. FOR STORM SEWER PERMITS, CONTACT ENGINEERING DEPT. SEWER & WATER PERMIT CITrY OF EAGAN 3830 Pilot Knob Rd. Eagan, MN 55122-1897 DATE - ALIG 19, 1991 FFICE USE ONLY " O / METER # q y / G? ? b / ! D PERMIT DATE 08J20/9i CHIP # Va 33 v 6 S7 PERMIT # 112221 METER SIZE P?fu B.P. RECEIPT # C J 4g87 ISSUE DATE B.P. RECEIPT DATE 8 1 7 91 _ PRV - BOOSTER PUMP SITE ADDRESS 820 PR0h,'OC?T0RY FL LOT iLBLOCK 4 SEC/SUB Th.E VI00UL4fdDS APPLICANT: ADDRESS: _ CITY, STATE PHONE: - PLUMBER: OLBERG CONSTRUCTl.OI; ADDRESS: 6410 1315'P ST L'T CITY, STATE ArYt.E VALLF.7i Aifd ZIP PHONE: 432-9079 I AGREE TO COMPLY WITH CITY?OF OWNER: ?yLMJTROP 1101-iL: EAGAN ORDINANCES ADDRESS: 16301 BAYk00Z l.t- CITY,STATE I'.UEN PRAItzTE iP'. ZIP ?r?46 PHONE: IGNA URE WHEN METER ISSUED -, , ., . PLEASE ALLOW TWO WOfiKING DAYS FOR PROCESSING. CALL 454-5220 FOR INSPECTIONS. FOR STORM SEWER PERMITS, CONTACT ENGINEERING DEPT. t . ,.. . . ., ZIP PERMIT REQUESTED X SEWER - COMM/IND NEW X WATER - TAPS X' RESIDENTIAL - EXISTING Lawn Sprinkler Meters are to be Installed Ahead of Domestic Meters on Water Line. Credit WILL NOT be given for Deduct Meters. 5 5 ? ? [ ? ?.- ?.._.? -•?! ? .--?----?--?.....- ,..- _. _ .. . ? BUILDING PERMIT To be used for SF ill --'?-+e^..R,.- • .--m•-- ?Tm;•. s.m.-,.;?.xFn?sar?rn••-r•.,..?.??v^°+°+w?^?s'Ar°'+^"°^If'myr?,-?-•+.-I-.-..,a.-,r?r-'? .. CITY OF EAGAN 3830 Pilot Knob Road, P.O. Box 21-199, Eagan, MN 55121 PHONE: 454-8100 _-- ;, Est. Value Receipt # - r ra 000 Date et1G 19 , 1991 Site Address 820 pR0MON1'ORY PL Lot 16 Block 4 Sec/Sub. 'r'HE irQODLANDS Parcel No. W Name SCHUTxOP HUH$S ? Address 16361 s!!YW'OOD LN City EDEN PRAIx18 Phone 934-8933 Zo Name s? g` Address ? City Phone ? W W Name ?' Address <W City Phone I hereby acknowlege 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. Signature of Permitee --+-M-- A euilding Permit is issued to: SCauTROP HOMES on the express condition that all work shall be done in accordance with all applicable State of Minnesota Statutes and City of Eagan Ordinances. Building Official OFFICE USE ONLY Occupancy R-3 M- i FEES Zoning -1 (Actual) Const V"N Bldg. Permit 00 969. (Allowable) V ? Surcharge 47 • 00 # or stories - 629 00 Length ?Z? Pla? Review . Depth 40, SAG City Ioo•? S.F.Total - SAC,MCWCC 650•? S.F. Footprints - On Site Sewage _ Water Conn 6bU.00 On Site Well Water Meter 95,? MWCC System X 3 Water Ciry X Acct. Deposit 0• ? PRV Required _ S/W Permit 30•00 Booster Pump - S/W Surcharge .5 ? Treatment PI ? 276, APPROVALS Road Unit 370.00 . ."'...". - Park Ded. Council BIdg.Off. _ Copies Variance - TOTAL 3,906.50 Permit No. Permit Holder Date Telephone # WATER aa? ?/' O 0 SGWER 61 PLUMBING ??? l?? 9? ?3a- yo79 H.vA.C. ;o 7 l ELECTRIC Inapection Date In . Comments Footings I Foundation Framing Roofing Rough Plbg. G - • ? ? Rough Htg. /O/// QM 1W/Y•C '%4/j Iv Isul. Fireplace Final Htg. _ C Orstat Test Final Plbg. Plbg. Inspector- Notify Plumber Const. Meter Engr./Plan Bldg. Final . Z (p-24 Dedc Ftg. Deck Finai Well Pr. Disp. 'a 1'7 / i Ir c,,. , 30,1S1 •I rilk s • n fltxti#traft of (Orru?. 'nr? titp of (Eagan Erpartmrtit of ludd'mg Jpprtimt ? This Cerlifrcate issued pursvaint to the requiremenls of Section 306 of the Uniform Building Code certifying lhat at lhe time of issuance this structure was in compliance with the variour ordinances of the City reguladng building construction or use. For the following.• use clasira.uw SF DWG/CW R MS. ??it No. ?560 o?. ?t aaa;? 9Q?N]ROP H(1?'.S ?? ? 1636! Ty L?AI. ?, ?1 PREIIRIE Pf?J[?T1L7RY Pf?A(.E L 6, , IllE WOOMAMS ? ? 71 ? 820 ,/` ? Dau: I 1 /26/41 etilaing or. POST IN A CONSPICUOUS PLACE DATE: AUG 20, 1991 820 PROMONTOxY PL (SCHUTROP BOMES) RE: X Your Sewer & Water Permit for the above property has been completed. It will be held at the Public Works Garage (3501 Coachman Road) until the meter is picked up. BE SURE TO CALL PUBLIC WORKS (454-5220) FOR YOUR PERMANENT WATER TURN ON. Your Sewer & Water Permit for the above property cannot be completed for the following reasons: Your Sewer & Water Permit for the above property has been compieted, but the meter cannot be issued or occupancy allowed until further notice. COMMERCIAL PROJECTS ONLY: Please pay for meter at City Hall. Meter size must be confirmed'by Bill Adams or Dirk House (Plumbing Inspectors - 454-8100) before issuance. WARNING: BEFORE DIGGING, CALL LOCAL UTILITIES - TELEPHONE, ELECTRIC, GAS, ETC. - REOUIRED BY LAW. CONTACT COMMUNITY DEVELOPMENT DEPARTMENT FOR WATER TURN ON POLICY. Secretary, Building Inspections Dept. Address: 820 PR(WNTORY PLA.,'E Lot 16 Blk 4 Sec/Sub THE WOpDLAMg These items were/were not complete at the time of the final inspection. 11/26/91 Yes No Final grade (6" from siding) Permanent steps - garage LoIX Permanent steps - main entry Permanent driveway ? Permanent gas Sod/seeded grass ? Trail/curb damage (,I__OI Porch Basement finish Deck 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. & NECYCIED FRPEP White - City copy Yellow - Resident copy Pink.- Contractor copy 919) REQUEST FOR ELECTRICAL lNSPECTION / ? See instructions tor completing this form on back of yellow copy. ? `X"Below Work Covered by This Request ? EB-00001-08 New 1dEid Rep. 1 Type of Building AppliancesWired EquipmentWired Home Range Temporary Service Duplex Water Heater Electric Heating Apt. Building Dryer Other (Specify) Comm./Industrial Fumace Farm Air Conditioner Other (specify) Contractor's Remarks: Compute Inspection Fee Below.• # Other Fee # Service Entrance Size Fee # Circuits/Feeders Fee Swimming Pool 0 to 200 Amps 3 0 to 100 Amps x "O Transformers Above 200 Amps Above 100 Amps SignS Inspector's Use Only: TOTAL ? Irrigation Booms a Special Inspection Alarm/Communication THIS INSTALLATION MAY BE ORDERED DISCONNECTED IF NOT Other Fee T COMPLETED WITHIN 18 M S. I, the Electrical Inspector, hereby if h Rough-in e '? cert y t at the above inspection has been made. Final are OFFICE USE ONLY ? This request void 18 months from . `s, 9iF1 649 ?? ? ?o 0 4 1 4 1? & o ? v ' Request Date -- Fire No. Rough-in Inspection uired? ? Ready Now '' Will Notify Inspector ? Yes G No When Ready? I?, licensed contractor D owner hereby request inspection of above electrical work at: Job Address (Street. Box or Route No.) Adj:o ,' P L City ? ?-? ?-? Section No. Township Name or l\ro Ra ge No. County ? #-A'a T ? Occupant(PRINT) .S'c'fi u Yh o "d C-o ??--5 ? Phone No. Power Suppliei Addres? ` ?G _ j ?.? Electri ntractor (Company Name) ` Contractor's License No. O ? ? ? ^? , '?L +? f?+ 'l??.? !?? C. ` ?l Mailing Address (Contractor or Owner Making Installation) 17 Authonz nature (Contracto wner MaV Installation) ..' Phone Numb ? G 8 6 '-L -7 ?-/ MINNESOTA E BOARD OF ELECTRICITY " THIS INSPECTION REQUEST WILL NOT Griggs-Midway Bldg. - Room 5-173 . BE ACCEPTED BY THE STATE BOARD 7821 University Ave., St. Paul,-MN 55104 ? UNLESS PROPER INSPECTION FEE IS Phone (612) 642-0800 w ENCLOSED. CITY OF EAGAN 3830 Pilot Knob Road, P.O. Box 21-199, Eagan, MN 55121 PHONE: 454-8100 BUILDING PERMIT To be used for SF DWG/GAR Est. value $194, 000 N° .19560 Receipt # _ C 14 94 / Date AUG 19 , 199,1 Site Address 820 PROMONTORY PL Lot 16 Block 4 Sec/Sub. THE WOODLANDS Parcel No. W Name SCHUTROP HOMES 3 Address 16361 BAYWOOD LN ° City EDEN PRAIRIE Phone 934-8933 Zo Name SAME 0? Address ? City Phone ? W W Name t- ? ; Address < W City Phone I hereby acknowlege 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. r^? Signature of Permitee A Buiiding Permit is issued to: S('.HiTTRnP HnMF.S' on the express condition that all work shall be done in accordance with all applicable State of Minnesota Statutes and City of Eagan Ordinances. Building Official OFFICE USE ONLY Occupancy R-3 M-1 FEES Zoning R-1 (Actual) Const V-N Bldg. Permit 0 969.0 (Allowable) V-N Surcharge 97.00 # oi Stories - 629 00 Length _{1 Plan Review . Depth 40' SAC, City 0 100.0 S.F. Total - SAC, MCWCC 0 650.0 S.F. Footprints - On Site Sewage _ water Conn 0 660.0 On Site Well - Water Meter 95 - nn MWCC System X Water City X Acct. Deposit 30.0 n PRV Required _ S/W Permit 30.00 Booster Pump - S/W Surcharge 0 .5 Treatment PI 976_ nn APPROVALS Road Unit 370 _ nn Planner - park Ded. Council Bidg.Off. _ Copies Variance - TOTAL 3,906.50 HOUSE HEATING TEST RECORD ADDRESS 5,20 1s?01-AOMID??Y PL. APT. FLOOR _ OCCUPANT OWNER CITY SUBURB ?46?W HEAT LOSS DATE HTG. INST. SOLD BY r l-. i 11?• INSTALLED BY Eleetrical Work By W Gas Line By '? i.t,'iV2L fI CdDlt/& ? TYPE OF HEAT GA FA -9,HW STEAM SPACE HTR. UNIT HTR. OTHER GAS DESIGN MAKE MAKE OF BURNER _ Model ) O1?jC)C? ?. qLj 11 Av Model Serial Max. BTU Rating- INPUT -; MAKE OF FURNACE Model CONVERSION CONTROLS ?r THERMOSTAT??/J0 eat PI Vent Size f t Valve t' - KIND OF LIN R f,-,t c7-4 t- SIZE?NONE Limit HOJAIU? Drak Hood ' egularor Limit Setting ' ?id Filters Size 25-Je I -Number ? Fan Setting ?{ `° Chimney Location Inside ,ry? Outside Pilot Type SO ??Chimney ConsTruction j?g??f?Lr Pilot Make ?. Pilot Model _ Pilot Timing L.W. Cut Off Smoke Bomb _ Draft Door Pressure Lighting Inst. -? Y Pressure Pereent CO ? 2 Date Tested i o ' ;M`11) Input CFH Percent O ? 2 Company Testing WL'A)>?"i?'' Stuck Temp. Percent C0 Name of Tesfer Wiring - If -Test Tag Form 235 2007 RESIDENTIAL BUILDING PERMIT APPLICATION City Of Eagan 3830 Pilot Knob Road, Eagan MN 55122 Telephone # 651-675-5675 FAX # 651-675-5694 New Construction Requirements 3 registered site surveys showing sq. ft. of lot, sq. ft. of house; and all roofed areas (20°/a maximum lot coverage allowed) 1 Soils RepoR if proposed building is to be placed ondisturbed 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 711193 Rim Joist Detail Options selection sheet (buildings with 3 or less units) Minnegasco mechanical ventifation form RemodellRepair Requirements 2 copies of plan showing footings, beams, joists 1 set of Energy Calculations for heated additions 1 site survey for addi6ons 8 decks Add'rtion - indicafe if on-site septic system Office'Use OnIV Cert of Survey Recd _ Y _ N SoilsRepoR. _Y _N Tree Pres Plan Recd _Y _ N. Tree Pres Required Y N On-site Septic System _ Y _ N 6Z:71l; nt 11 1 o Date _9 Construction Cost Site Address Unit/Ste # C M? Description of Work Multi-Family Bldg _ Y? N Fireplace(s) _ 0_ 1 _ 2 Property Owner Telephone # ( ) ?? ? Contractor !y _ Address City State Zip Telephone #(657/ ) 777 - G/ COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING Minnesota Rules 7670 Category 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 Mechanical Contractor Sewer/Water Contractor Telephone # ( Telephone # ( 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 of 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: G.-- Applicant's Printed Name A 'cant's Signature DO NOT WRITE BELOW THIS LINE Sub Tvpes ? 01 Foundation ? 07 05-plex ? 13 16-plex ? 20 Pool ? 30 Accessory Bldg 1% 02 SF Dwelling ? 08 06-plex ? 16 Fireplace ? 21 Porch (3-sea.) ? 31 Ext: Alt - Muiti ? 03 01 of _ plex ? 09 07-plex ? 17 Garage ? 22 PorchlAddn. (4-sea.) ? 33 Ext. Alt - SF ? 04 02-plex ? 10 08-plex ? 18 Deck ? 23 Porch (screen/gazebo/pergola) 0 36 Multi Misc. 0 05 03-plex ? 11 10-plex ? 19 Lower Level ? 24 Storm Damage ? 06 04-plex ? 12 12-plex ? 25 Miscellaneous f- ???t? rl f 12 n'' Work Tvpes i C. ? 31 New ? 35 Int Improvement ? 38 Demolish Interior ? 44 Siding ? 32 Addition ? 36 Move Building ? 42 Demolish Foundation O 45 Fire Repair ? 33 Alteration ? 37 Demolish Building* ? 43 Reroof ? 46 Windows/Doors ? 34 Replacement *Demolition (Entire Bldg) - Gi ve PCA handout to applicant DBSCI'Ipt1011: Water Damage Yes Valuation Occupancy MCES System Plan Review 100% or 25% Census Code Zoning City Water SAC Units Stories Booster Pump # of Units Sq. Ft. PRV # of Bldgs Length Fire Sprinklered Type of Const Wdth REQUIRED INSPECTIONS _ Footings (new bldg) _ Sheetrock _ Footings (deck) _ Final/C.O. _ Footings (addition) ? Final/No C.O. Foundation HVAC Drain Tile Other Roof _ Ice & Water _ Final _ Pool Ftgs Air/Gas Tests Final _ Framing _ Siding _ Stucco Lath _ Stone Lath Brick Fireplace _ R.I. _ Air Test _ Final _ Windows ]c Insulation / _ Retaining Wall Approved By: I , Building Inspector Base Fee 6j/,Jk? Surcharge A Plan Review ? y MC/ES SAC ?-?? City SAC Utility Connection Charge ? S&W Permit & Surcharge Treatment Plant License Search Copies Other Tota l 17155495718 01?24/20,,07 08:63 17155495718 ANDERSON W64rING ? ? Heating & ,Atr Gondiffoning tO:?NS'F'fcG•'t-'?C? . ':?>c-o 'TT FROM:--L> '.r -k----- ANDERSON HEATING 1446 7T" St. Houtton, WI 54082 PAGE 01I02 (715) 649-6297 (651) 430-06$5 (800) 601-6880 FAX (716) 549-5718 FAx: 65i- colS • 5(a 9 4 bATE: ;ThtJ . -A I -- 0 -? PACES 111RCLUDING COVER RAGE: ?-,. NQTES: R.?SS6? '0? ?lt? ?1 ?orr. O Ta I?? 1? t.AG? A&AP This nessage is confidentEal. The information contafnetl in this fax Is citent prtviieged. tf yoia have received this fax fin error, please notify us by telephone at (715) 549-6297. Thank-vau! ? aI-13?? ?_. 01/24/2067 08:03 17155495718 ANDERSON HEATING PAGE 62/62 I I Gate: 911312006 Revisian pate: 9/13f2006 Site Informatioh _----------?, Address 9; 620 PR-t7MGNT(1RY PLACE?, ---- Address 2: Exis#ing ConstnucGon: Pre 1994. Projed #: Lat: Bloak: Cityr: EAGAN County: DAKOTA Subdivision. ADOlication Infornnatian Business Name: ANDERSON HEATING MN Gantractvr l..icense #:3824 Confiact Per3on- dICK YOUNG Office Ph: E51-430-0685 Fax: 715-549-5718 CeIE Ph: Address 1, 1446 - TTN STREET City: H4ULTQN State: Wf Zip Code: 54082 Square F?eJt Square Feet: 5668 sq. ft. Combustion App liance Water Heater 1: Natural Draft Input BTUs: 40,(}00 Gommon Vent Wafier Heater 2: NBtural Draft Input BTUs: 40,000 Common Vent FumacelBoiier 1: Fan Assisted Input BTUs: 100,000 Common Vent FumacelBoiler 2: Fan Assisted Input B'TUs: 40,000 Common Vent Other Cambus#ion Appliances Gss Fired Direct Vent Fireplaoe(s): Yes Gas Fired tdatural araft Fireplace(s): No Gas Fired Power Ven# Fireplace(s): No Salid Fue! Appliance(s): No Exhaust Eauipment Exhaust Fan Rating (cfm)- 1200 Make-Uo Al?r Tatai Make-Up Air Required (cfm): 677 Pwver Make-Up Interiocked With Larges# Exriaust System. (Cfm): 600 Passive Make-Up, Round Rigid: 8 inches or Insulated Flex: 9 inches Applicant Narne {prirrt};,?'`?'?? Signature/Da#e: ?_ Code Official (print): SignaturelD te~ ? 0200A CenterP7im EncrBY. _ i?inneRaw*- 2004 Mechanical CCocie Cuideliaes. ? -I??? 1 ?--?- 1 2006 RESIDENTIAL BUILDING rExMiT ArrLicATioN City Of Eagan 3830 Pilot Knob Road, Eagan MN 55122 Telephone # 651-675-5675 FAX # 651-675-5694 New Construction Reauirements 3 registered site surveys showing sq. ft of lot, sq. ft. of house; and all roofed areas (20% maximum lot coverage allowed) 2 copies of plan showing beam 8 window sizes; poured found design, etc. 1 set of Energy Calculations 3 copies of Tree Preserva6on Plan if lot platted after 7/1/93 Rim Joist Detail Options selection sheet (buildings with 3 or less units) Minnegasco mechanical ventilation form Remodel/Reaair Reauirements 2 copies of plan showing footings, beams, joists 1 set of Energy Calculations for heated additions t site survey for additions 8 decks Add'rfion - indicate if on-sife septic system •? ba Gerf of Survey Recd ;X'" a N ?cCi YN. Tree Pr? F3eqwred ?Y, _aN On, site Septic Systeni: Y':? ht ca4kd b / ll Date 5 / 41/0? Site Address ga,o pro wio N 55/ Construction Cost y 21 aoo ?O[.GQ. Unit/Ste # 3 v-ei Description of Work SM,,?, I( ?114 re,p 4 A :E74 40 /"?'O/" 't?_s ,•,t o dr l ? s 1? ? f1Q? Multi-Family Bldg _ YXN Fireplace(s) _ 0 1 1 - 2 () Property Owner /b r 1i tK p/ * P` i"'s c. L°y Telephone #(6S I) 6Y I -r 9 Z 67 Contractor ? P. Address ?537 L.ai.YG. State A114y Cl/\.O A-V G City 4Al4G cl-"? Zip 55041-4 Telephone #(6'.5 1) 7-77" 6/ C2. 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 (4 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 p_lan: Licensed Plumber ? ? Ic Telephone #( ) ._ Mechanical Contractor Z06 Telephone # ( Sewer/Water Contractor Telephone # ( Qr-e- 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 of 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. r-- 6 rl ! ez Applicant's Printed Name Applicant's Signature :: - 0 ,. ? '. DO NOT WRITE BELOW THIS LINE Sub Tvpes _. ? ? 01 Foundation ? 07 05-plex ? 13 16-plex ? 20 Pool ? 30 Accessory Bidg ? 02 SF Dwelling ? 08 06-plex ? 16 Fireplace ? 21 Porch (3-sea.) ? 31 Ext. Alt - Multi ? 03 01 of _ plex ? 09 07-plex ? 17 Garage ? 22 Porch/Addn. (4-sea.) ? 33 Ext. Alt - SF ? 04 02-plex ? 10 08-plex ? 18 Deck ? 23 Porch (screen/gazebo) ? 36 Multi Misc. ? 05 03-plex ? 11 10-plex ? 19 Lower Level ? 24 Storm Damage ? 06 04-plex ? 12 12-plex ? 25 Miscellaneous Work Tvpes ? 31 New ? 35 Int Improvement ? 38 Demolish Interior ? 44 Siding /K 32 Addition ? 36 Move Building El 42 Demolish Foundation ? 45 Fire Repair ? 33 Alteration ? 37 Demolish Building" ? 43 Reroof ? 46 Windows/Doors ? 34 ReplaCement *Demolition (Entire Bldg) - G ive PCA handout to applicant Description: Water Damage Yes Valuation a o Occupancy MCES System Plan Review 100% or 25% Census Code Zoning City Water SAC Units Stories Booster Pump # of Units Sq. Ft. PRV # of Bldgs Length Fire Sprinklered Type of Const t -it Width REQUIRED INSPECTIONS _ Footings (new bldg) _ Sheetrock Footings (deck) _ Final/C.O. ? Footings (addition) FinaUNo C.O. ? Foundation ? HVAC Drain Tile Other Roof Ice & Water Final Pool Ftgs Air/ s lest Final LN Framing _ Siding _ Stucco Lath Stone Lat _Brick ? Fireplace 4- R.I. I Air Test\/ - Final - Windows Insulation Retaining Wall Approved By: , Building Inspector Base Fee Surcharge Plan Review ,32 MC/ES SAC r-lz o-yv rS/?7?? y 05-0 Ciry SAC (9-/? ? Utility Connection Charge X S&W Permit & Surcharge TreatmentPlant License Search tJ ? Copies y- Other 1 Total / May 'Ok 06 04:16a Bruce Knutson Rrchitects 612-332-7504 p.2 Permit # Permit pate ON/" REScheck Software Version 3.7.3 Compliance Certificate Project Titfe: MORRISSEY Report Date: 05/04/06 Data filename: X:\0548-MORRISSEY RES[DENCEIENERGY TEST.rck Energy Code: 2000 IECC Location: Eagan, Minnesota Construction 7ype: Single Family Glazing Area Percentage: 15% Heating Degree Days: 7981 Construction Site: OwnerlAgent: DesignerlContractor: 820 PROMONTORY PIACE BILL MOF2RfSSEY BRUCE KNUTSON EAGAN, MN 55123 820 PROMONTORY PLACE BRUCE KNUTSOPI ARCHITECTS EAGAN, MN 55423 530 NORTH 3RD ST. SUITE 530 MINNEAPOLIS, MN 55401 612-332-8000 . - - YOLir • "' . . 51"- . - M Ceiling 1: Flat Ceiling or Scissor Truss: 1766 38.0 35.0 26 Wal! 1: Wood Frame, 16" o.c.: 3300 19.0 18.5 96 Window 1: Metal Frame with Therma] BreakSingle Pane: 402 0.310 725 Door 1: Solid: 60 0.280 17 Door 2: Glass: 82 0.310 25 Basemerrt Wall t: Masonry Block with Empty Cells: 1440 8.0 6.0 75 Floor 1: All-Wood Jo'tst/Truss:Over Uncondifioned Space: 301 19.0 16.0 8 Crawl 1: Masonry Block with Empty Gelfs: 169 8.0 6.0 10 Compliance Statemenl: The proposed building design described here is consistent with the building plans, specifications, and other plculations submitted with the permit applica5on. The proposed building has been designed to meet the 2000 IECC requirements in RESchec sion 3.7.3.and comply with the mandatory requirements listed in the REScheck Inspection Checklist. ; • r?,. r, - *? -, .. . _ •+° a,;; ,,? . .. ?',':: : /. ::!`r` !7M?'--'?:.j•` . y E:..:. ?^f*" ;??.t.... ?--^t?•? •- ; """'?,,.-v':.. : `- y . • ,? • :r''...F' Bui1Ae er Company Name Date `•?....,`' MORRISSEY Page 1 of 1 VEYOR'S CERTIFICATE PNpMO c? ?2 N TO 2 Ry 7 6 6) ? / 9ENCH MARK TOP OF (ROIy ?I ELEV.s gOe.21 yt 3 ° a i o°'A (p . * ? N E,p?GA<N ? V 1kVJED .?2",?'?- ? • ' ? ---- V6 I a ?? . `. • 46 4*19 .° SCHUTROP CONST. ?0 1 ,?- ? A 2q? ? 90 ? . ? ?o- cq R , , ? IP O1.Z. ?• ;? . . i BEN ?P OFMRON E lE V.: 9ps .8a ? 6 / 2. po? I ? / ?O . )k ?s, 5 ?qS'4i'l? ? 2T / ?SJF? ?`/ ? •:.0?? i O? fy? a ? ?-0 N J , p. l?? e,T * , \ A r \ RC4? ? ao'7 a ? ?j/?' t. (901.0 /s 'Y \ ?4T r 11S° O? S 3 \o s ? ? s +? ? ? ;:?A:?1 `0h' rs ?.p ? • DENOTES PROPOSED SURFACE DRAINAGE O DENOTES IRON MONUMENT SET 0 DENOTES IRON MONUMENT FOUND X000.0 DENOTES EXISTING ELEVATION (000.0) DENOTES PROPOSED ELEVATION ???.. N G SsP"f r- ?NOTE: NO SPECIFlC SOILS iNVESTIGATiON HAS BEEN COMPLETED ON THiS LOT 'B•Y THE SURVEYOR. THE SUITA8ILITY OF SOILS ?U SUPPCRr THE . SPECIFlC HOUSE PROPOSED IS NOT THE RESPONSIBLITY OF THE SURVEYOR. SCALE: 1 INCH = 30 FEET PROPOSED GARAGE FtOOR - 909•8 FEET PROPOSED LOWEST FLOOR - 962. ) FEET PROPOSED TOP OF BLOCK = 910, Z FEET WE HEREBY CERTIFY TO SCN UTROP CONST. THAT THIS IS A TRUE AND CORRECT REPRESENTATION OF A SURVEY OF THE BOUNDARIES OF: Lot 16, Biock4 , THE WOODLANDS, according ro fhe recorded plot thereof, Dakota Counfy, Minnesota. IT DOES NOT PURPORT TO SHOW IMPROVEMENTS OR ENCROACHMENTS, EXCEPT AS SHOWN. AS SURVEYED BY ME OR UNDER MY DIRECT SUPERVISION THIS 7 TH DAY OF AUGUST , 1991. SIGNED: XS HILL, IN C. NOTE: BUILDING DIMENSIONS SHOWN ARE FOR HORIZONTAL 9 VERTICAL LOC- ATION OF 5TRlKTURE ONLV. SEE g ARCHITECTUAL PLANS ?R BUILDING 8? FOUNDATION oiMENSioNS. AFiSON, LAND SURVEYOR MINNESOTA LICENSE NUMBER 19828 m ? O ? ? ? 0 w 0° ? O ?o ? ? v D p L ° p z ° W-0 -4 cn -u p ? m ? m z m• ? z O ?? m Z cn - 0° ? James R. Hill, inc. PLANNERS / ENGINEERS / SURVEYORS 2500 W. CTY. RD. 42 • BURNSVILLE, MN. 55337 • 612-890-6044 =. ? 1991 BUILDI LICATION CITY OF EAGAN SINGLE FAMILY DWELLINGS 2 SETS OF PLANS 3 REGISTERED SITE SURVEYS 1 SET OF ENERGY CALCULATIONS MULTIPLE DWELLINGS -?e COMMERGIAL ? 2 SETS OF PLANS 2 SET3 OF ARCHITECTURAL ? REGISTERED SITE SURVEYS - & STRUCTURAL PLANS ? (CHECK WITH BLDG. DEPT.) 1 SET OF SPECIFICATIONS ? 1 SET OF ENERGY CALCULATIONS 1 SET OF ENERGY CALCS # OF RENTAL UNITS # OF FOR SALE UNITS PENALTY APPLIES WHEN: TYPING OF PERMIT IS REQUESTED, BUT NOT PICKED UP BY LAST WORKING,DAY OF MONTH IN WHICH REQUEST IS MADE. IAT CHANGE IS REQUESTED ONCE PERMIT IS ISSUED. NOTE: ADDRESSES FOR CORNER IATS - CONTRACTOR/HOMEOWNER MUST DESIGNATE WHICH ADDRESS IS DESIRED. NO CHANGES WILL BE ALLOWED ONCE BUILDING PERMIT IS ISSUED PROCESSING TIME FOR SEWER & WATER PERMITS IS TWO DAYS ONCE A PERMIT HAS BEEN COMPLETED. YERMIT MUST SHOW A LICENSED PLUMBER. / S1/1 rdo ?U 6 1? RECD To Be Used For: N ? Valuation: - Date: -C1 j. OFFICE USE ONLY Site Address ,W 961AL F Lot 1?c Block C.? Parcel%S b Owner ri`I Address City/Zip Code Phone Contractor -"j ? rop ?cmti-cJ5 Address (0'-? G 1 ?? City/Zip Code Phone (Q ? 4 Arch. /Engr. ??f" Address City/Zip Code ? j 4A1 _ Phone # 2 - -2-6!LY C FEES Occupancy a`% ? " - Bldg. Permit A6 ? Zoning 1777 Surcharge 9 7 Actual Const V41 Plan Review (29: Allowable SAC, City 0O # of stories SAC, MWCC (vS'D Length T Water Conn. 61 Depth y0 Water Meter 9s S.F. Total Acct. Deposit ?o Footprint S.F. S/w Permit 30 S/W Surcharge ,Sd; On site sewage_ Treatment P1. 22G On site well Road Unit 3 90 MWCC System ti Park Ded. ' City water r/ Trail Ded. PRV _ Copies Booster Ptunp _ SUBTOTAL APPROVALS Penalty Planner Lot Change Council TOTAL o Bldg. Off. Variance Sewer/Water Licensed Contr. V b agrees that all work sball be done in accordance with (Signature of Contractor all applicable State of Minnesota Statutes and City of Eagan Ordinances. t ' /s' f 30 - 13 .3- : 7h Gl 1Z3o zl 33 ? 1s03 lOk 3 ?,? ? ? Il,rs = 5? d''k3 • j op '7?, 38 la o //. 3 J r- , t SURVEYOR'S CERtIFICATE ? g`9° . 02% F3 //* N__ 1, \- ?f%?' '.T \O? ? ? DENOTES PROPOSED SURFACE DRAINAGE O DENOTES IRON MONUMENT SEt • DENOTES IRON MONUMENT FOUND X000.0 DENOTES EXISTING ELEVATION (000.0) DENOTES PROPOSED ELEVATION ? ? E,A G REVIEWED 7b T N _ ?--- SCHUTROP CONST. 'N07E: NO SPECIFlC SaILS INVESTIGATION HAS BEEN COMPLETED ON THIS LOT '8•Y THE SURVEYOR. THE SUITABILITY OF SOfLS 1D SUPPOW 7HE SP£CIFlC HOUSE PROPOSEO IS NOT THE RESPONSt9l.ITY Of THE SURVEYOR. SCALE: 1 INCH = 30 FEET PROPOSED GARAGE FLOOR - 909•8 FEET PROPOSED LOWEST FLOOR a 90t, ) FEET PROPOSED TOP OF BLOCK = 110,7 FEET WE HEREBY CERTIFY TO SCH UTROP CONST. THAT THIS IS A 7RUE AND CORRECT REPRESENTATION OF A SURVEY OF THE BOUNDARIES OF: Lot 16, Biock4 , THE WOODLANOS, according b the recorded plat thereof, Dakotd County, 1111Amesofa. IT DOES NOT PURPORT TO SHOW IMPROVEMENTS OR ENCROACHMENTS, EXCEPT AS SHOWN. AS SURVEYED BY ME OR UNDER MY DIRECT SUPERVISION THIS 7 TH DAY OF AUGUST , 1991. NOTE: BUILDING DIMENSIONS SHOWN ARE FOR HORIZONTAL 9 VERTICAL LOC- ATION OF STRUCTURE ONLY. SEE ARCHITECTUAL PLANS faR BUILDING 9 FOUNDATION DIMENSIONS. SIGNED: XS HILL, INC. ARSON, LAND SURVEYOR MINESOTA LICENSE NUMBER 19828 ? 0 ? ? ao ° - 7 m ? O ? ? C A z ? 5) ? ?? p z m m _ Z O m cn - '? ames R. Hill, inc. PLANNERS / ENGINEERS / SURVEYORS 2500 W. CTY. RD. 42 • BURNSVILLE, MN. 55337 • 612-890-6044 1-f?? a i PROM'o 2 N ro , N?ti R y ?? ? EXTERIOR ENVELOPE AVERAGE "U" COHPUTATION ---? . S1,TE4[1DRF5S: • CONTRAC'i0ft: (?? DATE: ' PHONE: bETERMINE NORKINC SOUARE f00TAGE OF EACH: l. TOTAL EXPOSED WALL AREA, .;..... '?'-`-r`" . s4 f t xl'Un .I1 ?3? e ___ • `-.?? 2. TOTAL ROOF/CEILING AREA,,,,,,,, _ I 53 o sq ft x"U" •026 I 3 ? 3." TOTAL EXPOSED HALL AREA CALCULATIONS: Total exposed wall aree above floor.,,..... 334y s Q ft ) T _ t a otal aell Nindow area: qiazed ...... sq ft x P,UI, - 9 -G= - qlazed ,.,,.. ? sq ft x "U" ? . ? b) Total door area ......... S'`q. sq ft x "U" . ? c) Total slldlnq qlass door a rea: ?s.?.?• qiazed...... Il ?? " . Q fq ft x U ?? ' qlazed...... ? ?? ?l es sq ft x ? ? ? d) Total ffreplace wall area sq ft x "U" v- e) Total wall framinq area (Averaoe lOg) . . . . .. . . .. . sq ft x ??U" ( 3 ?e ? 7 ? f) Total net wali area above floor (Insulated)....... ?(o 5- 1 sq ft x"U" rOS ? ?'?Z? SS q) Total rim Joist area.... .. 29 (on- sq ft x"U" t ` pI 7 Total foundatlon area (Exposed).......... I 21 r sq ft h) Total Foundatlon • wtndow area ............. sq ft x ????? •?) ? / • ? ' f ) Total net foundation ' • . i ?- •res above qrade....... . sq f t x"U" (5, C) 3. TOtAL a) thru f) ? 30-1 z? If Item #3 is the same as, or less than item pl, You have met the Intent of 2 MCAR 1.16008 A aad 0. , ..._...,..?... __._,. _,_... . _... r ..?........_ .. _..., .?,. Page 1 ? _ _ .. , . . .. F. , , :. . ... '',w 4. TOTAL EXPOSED ROOF/CEILING CALCULATIOtIS: Total exposed roof%cel l lnq •rea........ ? S3o,-' sQ ft }) Total skyltaht area....... '? sq ft x"U" k) Total roof/cetllnq framinq ? ?3- sq ft x "U" `4?i area (Averaoe lnf),.,... - 1) 'Total net tnsulated roof/cei l lnq area....... ) 37/ '/- sq ft x"U" ' b? ? R 4, TOTAL j) thru 1) If total of #4 Is the same as. or less than p2. you have met the Intent of 2 MCAR 1.16008 A and 0. ALTERHATE BUILDING ENVELOPE DESIGN To utTlfze the total envelope system method, the values established by the sum of i tems f3 and #4 sha) l not be greater than the sum of i tems A'1 and #2. 1. 3(0'7 ? y + 2. 3 9?, • tA b-7 b? 3, 3 a7, Ll + 4. G '57,7? - 3J 3 C E R T I F 1 C A T 1 Q N i hereby certlfy that 1 have ealculated the "U" factors and "R" values hereln and that the butldlnn here described meets or exceeds the State of Mtnnesota Eneray Conservation Act. ' S qnature . •? . . ? 13 ? p a .. 4. 4 ? d''a's : Q;o•.'?? ; d,•?, , ??? 4 FOUNDATION SECTION: ----?1 Interior alr film n.AR ---{ 2 L`1 ', b?L-- ( , 2t-, --{ 3 -{4 Exterlor air film n,17 (S TOTAL R s , U- 1/R- _O?- SLAR ON GRADE . . • ? ? •Q ? , o-?.d???. .. ? ?' ? • ? ? - - - d.?. ••. .•?,-. , ,. ..•?,r' 0PlSTRUCT ( ON RAMING SECTION: 1 Interlor alr' film 2 4 5 F WALL SECTION (INSULATEO) --{1 Interlor alr film ---{ ? _'-'--(; -{4 -{S ---( ? R V_ ALUE n_AR n gR RIM JOIST SECTION: 1 Interlor alr film n.6q 2 % 6 ? - ?4 1 ?? 5 --(6 Exterior air fi1 n,17 TOTAL R - ? 3 , oL FOUNDATION INSULATION REQUIRED: Min. R-5 on entire wail OR U- i/R -ti ? Min. R-10 down to frost depth -' Unheated Slabs: Minimum R = 6.2 U- 1/R- ._ U- 1/Ra -D5 CONSTRUCTIQN R VAIUC CEILING SECTION (INSULATED): I Interlor air fllm n.Fl 2 3 4 Exterlor air fllm still) n,Ai . TOTAL R U - 1/R - CEILiNG FRAMiNG SECTION: 1 Interior air film n,61 2_ 3112-- w `< i3 3 5Ietei`...? , ?? 4 Interior air film still 0. 1 .ri (nches sof t wood TOTAL R U-1/Ra./-/, r% 6N CEILING SECTION 4at!SE i yS 1' interior ilm n,F1 2 3 ? 4 Fxterior air film (still) 07-1 TOTAL R = uu._y U - 1/R =.-,C?a VENTED CEILINr, FRAN1t1r, SECTIOti: 1• (nterior air film n.61 2 3 4 Exterlor air film still ?. I 5 (nches soft wood TOTAL P. - U a 1/R - 1 Inside air film n•A1 2 3 • 4 S Outside air ilm n•17 TOTAL R - U? Page 4 ? L /CITY USE ONLY RECEIPT #: 097 ?BL SUBD. J1 ? RECEIPT DATE: ?/°" ? 1997 MECHANICAL PERMIT (RESIDENTIAL) CITY OF EAGAN 3830 PILOT KNOB RD EAGAN, MN 55122 (612) 681-4675 Please complete for: ? single family dwellings ? townhomes and condos when permits are required for each unit New construction t-?Add-on furnace Add-on air conditioning Add-on air exchanger, i.e. Vanee system, etc. xo4 '76 s?%?rr?'y Z4 yeA!5 ;?.? . Date: / -Z- J =9& I?..? ? Minimwu,m'Fee:-,Add;-on/Re model (exi'sting residence?only) i ? HVAC: 0-100 M BTU 4. Additional 50 M BTU ? Gas Outlets (minimum of 1 required @$3.00 each) ? State Surcharge .50 TOTAL S? Q ? SITE ADDRESS: ?4C) OWNER NAME: PHONE#: INSTALLER NAME: PHONE #: STREET ADDRESS: '`?`?X CITY: STATE: 'LI ZIP: .-,?. SIGNATU F PERMITTEE CITY USE ONLY L BL SUBD. RECEIPT#: RECEIPT DATE: 1997 MECHANICAL PERMIT (COMMERCIAL) CITY OF EAGAN 3830 PILOT KNOB RD EAGAN, MN 55122 (612) 681-4675 I . Please complete for: ? all commerciaUindustrial buiidings. ? multi-family buildings when separate permits are not required for each dwelling unit. DATE: CONTRACT PRICE: WORK TYPE: NEW CONSTRUCTION INTERIOR IMPROVEMENT DESCRIPTION OF WORK: FEES: ?$25.00 minimum fee or 1% of contract price, whichever is greater. ? Processed piping - $25.00 ? State surcharge of $.50 per $1,000 ofgermit fee due on all permits. CONTRACT PRICE x 1 % PROCESSED PIPING STATE SURCHARGE TOTAL SITE ADDRESS: OWNER NAME: TELEPHONE TENANT NAME: (iMPROVEnnENTS oNLY) (NSTALLER: ADDRESS: CI1Y; STATE: ZIP: PHONE #: SIGNATURE: SIGNATURE OF PERMITTEE CITY INSPECTOR -0 a 7, s6 L ?N 5?S ? CITY OF EAGAN • t 3830 PILOT KNOB ROAD " EAGAN, MN 55122 PHONE: (612) 454-8100 FOR CITY USE ONLY PERMIT # RECEIPT # D 3,3/ O DATE: /9 7 I/ PLEASE COMPLETE UPPER PORTION ONLY FOR SINGLE FAMILY TOWNHOMES/CONDOS WHEN PERMITS ARE REQUIRED FOR EACIi UNIT. ------------------- ------------------------------------------- WORK DESCRIPTION - r FEES NEW CONST >C ADD ON _ REPAIR OWNER NAME : MA-4f-y SC h SITE ADDRESS: ?"U ??> rviv,.,'t'v4?, ?LffZ.r LGT : Z(0 BLOCK A_ I SUBD . ,?4 (.( INSTALLER: -2- /T7 -, ADDRESS: OSS S? /???'?f ?--J • CITY: Z??I An' ZIP: PHONE #: 7 ??"ol 6 4- 1 DWELLINGS & ADD-ON MINIMUM HVAC 0-100 M BTU 24 00 ? ADDITIONAL 50 M BTU 6.00 GAS OUTLETS - MINIMUM C .00 OF 1 PER PERMIT SUBTOTAL : $ c3 7 . ? STATE SURCHARGE: .50 TOTAL: $ `1? Z SIGNATURE OF PERMITTEE MMERG;IZT?PLEASE COMPLETE THIS PORTION FOR ALL COMMERCIAL/INDUSTRIAL BUILDINGS, ::::;:..::::::>:. :........:.......:.........:..::>:::::;. APARTMENT BUILDINGS, AND MULTI-FAMILY BUILDINGS WHEN SEPAR.ATE PERMITS ARE NOT REQUIRED FOR EACH DWELLING UNIT. CONTRACT PRICE: OWNER NAME: SITE ADDRESS: LOT: BLOCK SUBD. INSTALLER: ADDRESS: CITY: PHONE #: ZIP: FEES 1% OF CONTRACT FEE. STATE SURCHARGE _ $.50 FOR EACH $1,000 OF PERMIT FEE. PROCESSED PIPING = $25.00 $25.00 MINIMUM FEE. CONTRACT PRICE x 1% $ STATE SURCHARGE . $ TOTAL: $ (SIGNATURE) FOR: CITY OF EAGAN CITY OF EAGAN FOR CITY U5E ONLY 3830 PILOT RNOB ROAD EAGAN, ?N 55122 PERMIT # ? --"' PHONE: (612) 454-8100 RECEIPT # l i & - DATE : Ioo? ?:.;. . .; . :. : : .. .. :: ... . . . : : : :: :.... PLEASE COMPLETE IIPPER PORTION ONLY FOR SINGLE FAMILY DWELLINGS & TOWNHOMES/CONDOS WEiEN PERMITS ARE REQUIRED FOR EACH IINIT. ------------------------ --------------------------------------------------------- W0RK DESCRIPTION COMPLETE THE FOLLOWING: NEW CONST ADD QN REPAIR N0. FIXTURES EA. TOTAL ADD-ON MINIMUM 15.00 j SHOWER 3.00 ?.? ? WATER CIASET 3.00 ? ?-- BATH TUB 3.00 4° LAVATORY 3 00 )5 v0 OWNER NAME : _ '55 G LF')'-% ? KITCHEN SINK 3.00 3 LAUNDRY TRAY 3.00 SITE ADDRESS: 0?Z HOT TL1B/SPA 3.00 --" WATER HEATER 3.00 ?-- . LOT:BIACK SUBD. FIAOR DRAIN 3.00 ;?.?.?..> GAS PIPING OUT. INSTALLER: (MINIMUM - 1) 3.00 :Lo ROUGH OPENINGS 1.50 ADDRESS :_ OTHER --=' WATER SOFTENER 5.00 CITY:? ZIP: .?.? ° PRIVATE DISP. 15 . 00 U.G. SPRINKLER 3.00 PHONE SUBTOTAL ST. SURCHARGE .50 SIGNATURE OF PERMITTEE TOTAL : $ L? ?Oi?iERGIALJiAIDIISTRIAT;.;.' PLEASE COMPLETE THIS PORTION FOR ALL COI?i?iERCIAL/INDUSTRIAL BUILDINGS AND , . ........:: .. . .......:. :: MULTI-FAMILY BUILDINGS WHEN SEPARATE PERMITS ARE NOT REQUIRED FOR EACH DWELLING UNIT. CONTRACT PRICE: FEES OWNER NAME: SITE ADDRESS• IAT: BIACK SUBD. INSTALLER: ADDRESS: CITY: PHONE FOR: ZIP: 1$ OF CONTRACT FEE. STATE SURCHARGE - $.50 FOR EACH $1,000 OF PERMIT FEE. $25.00 MINIMUM FEE. CONTRACT PRICE x 18 $ STATE SURCHARGE $ TOTAL: $ (SIGNATURE) CITY OF EAGAN L4 ?31 ? 2006 RESIDENTIAL PLUMBING PERMIT APPLICATION CITY OF EAGAN 3830 PILOT KNOB ROAD, EAGAN MN 55122 651-675-5675 Please complete for modifications to existing residential dwellings. 45vS o Date Site Street Address ?"(-OYhbLujDYZ.f -Ndl-u, Unit # .? ? D.r Property Owner OY-'?lsSg- l??C?LhC-Q-- 401 Telephone #( ) Contractor fT T W0tA4C-> Telephone # ( (05l ) _73 Ff^OS 2'C) Address __ZlD1S I-mwS-ex -Or• City State_&W Zip 5 5125 The Applicant is: _ Owner 4Contractor _Other Septic System _ New _ Refurbished Submit 2 sets of plans and MPC license Includes County fee $ 100.00 Per as-built $ 10.00 Alterations to existing dwelling $ 50.00 ? Add plumbing fixtures. This fee includes installation of a water so ner and/or water heater at the same time. If you are installing onlv a water so r/???l(or water heater, do not complete this section; move to the next sec ?iadi (??? ?t e appliance(s) you are installing. D _Septic System Abandonment 820 06 _Water Turnaround (add $130.00 if a 5/8" meter is required) XOther: FzW1.O&d -?1A?CQ Qu 1l X-tU.1+eS, WbCGtk c.?'MQ C(OGak 'e!C/LOY? Water Softener _ Water Heater $ 15.00 _ new _ replacement Lawn Irrigation _RPZ _PVB _new _repair _rebuild $ 30.00 State Surcharge $ .50 Total $ ';o . ? ? I hereby apply for a Residential Plumbing Permit and acknowledge that the information is complete and accurate; that the work will be in conformance with the ordinances and co o the Cit of Eagan and the plumbing codes; that I understand this is not a permit, but only an application for permit, work ' no,t to start with t a permit and work will be in accordance with the approved lan in the event a plan ' required to b eviewed an o ed. J? Oyn?5 Applic,anYs Printed Name p icanYs Signature °v LIrk 09I07/2006 14:05 / 17155495718 17155495718 ANDERSON HEATING 2006 RESIDENT'IAL 1VIECHANiC,AL PERMIT A,PPLICATION City Of Eagan 3830 Pilot Knob Road, Eagan MN 55122 Telephone # 651-675-5675 ? Please ,co I pletc for: single fumily dwellings & townRomes/condos when pcrtnits are required for each un;t PAGE 01101 t aA,4,L oAt? _? ? ?OCI / 06 I 5ite A,dcl ? Q ress O c?•? 1 r ?' ?t`61?p4'??S`t.? ? ? (' -r-S?, --? . Unit # I i Properiy Uwner mn ?? ? ??? - -- Telephone # ( ) Contraetor I Street Address ILI Q a City ? __- w State LNJ? Zip ?4 O&d- Telep6one # ( ?.j sl ) TJ? v" ? 4,p Bond Nl? o Exp,res: ).Jd t. The ApplicAnt is ? Owner ?Contiractor Other Add-on or alterAtion to existing dwellxng unit a 30•00 ?furnace _Additional ?Replacement New air exchanger i air Conditioner heat pump ! ather ?? I ? ct-?? p t` G a StateSi CChargC $ '50 rot9l IAC..0rCos-4Q - G.k. 06 0 I hereby appty for a Residential Meehanical Permit and acknowledgc that the infvrmatian is comptete and accurate; that the work will be in conformance with the ordinances and cades of the City of Eagan ard with the Mechanical Codes; that I understand this is not a permit,?but only an applicc?tion for a permit, and work is nat ta start without a permit; thdt the work will be in accordanee with the approvel.d plan in the case of work which requires a review and approvaE of plans. Applicant's Printed Name Applicant's Signature • 2006 RESIDENTIAL BUILDING rERMIT arPLicaTloN ??? City Of Eagan 3 3830 Pilot Knob Road, Eagan MN 55122 Telephone # 651-675-5675 FAX # 651-675-5694 New Construction Reauirements 3 registered site surveys showing sq. tt. of lot, 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 soii 2 copies of plan showing beam & window sizes; pouted found design, etc. 1 set of Energy Calculations 3 copies of Tree Preservation Plan if lot platted after 711193 Rim Joist Detail Options selection sheet (buildings with 3 or less units) Minnegasco mechanical ventilation form RemodeURepair Reauirements 2 copies of plan showing footings, beams, joists 1 set of Energy Calculations for heated additions 1 site survey for addiUons & decks Addition - indicafe if on-site septic system i^i A-1 t?ffic.? se ?nlv certofSun? ? e???? ?l N SA4 Repo?f?? ?? "? Y N?, Tree?res?fanAe? 7?e Pres R?ui?ed?? Y' N 'wrsrte "1 ° - Date l 0 Construction Cost Site Address ? 0,upworOTIM=a ft?? Unit/Ste # o Description of Work 66?44U6 19(`7 ,7d?n 01464 1 ?,?[/.?? ?i 1i C? ?? Multi-Family Bldg _ Y_ N Fireplace(s) _ 0 2 Property Owner OQ S"?t...- im D?.? Telephone # ( ) Contractor _ --- Address _ State &!V ZiP 7-7 5 f- COMFLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING - Minnesota Rules 7670 Categoiy 1 Minnesota Rules 7672 Energy Code CategOry . Residential Ventilation Category 1 Worksheet • New Energy Code Worksheet (4 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 Mechanical Contractor Sewer/Water Contractor Telephone # ( ) Telephone # ( ). 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 of 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. __17 -_ ---_ --5%„ / ; 6tfl i 1220be Applicant's Printed Nam . Applicant's Signature Telephone # ( ) & 3 /- 4./ /' " Of L DO NOT WRITE BELOW THIS LINE 1 . Sub Tvpes ? 01 Foundation ? 07 05-plex ? 13 16-plex ? 20 Pool ? 30 Accessory Bidg ? 02 SF Dweliing ? 08 06-plex ? 16 Fireplace ? 21 Porch (3-sea.) ? 31 Ext. Alt - Multi ? 03 01 of _ plex ? 09 07-plex ? 17 Garage 719' 22 Porch/Addn. (4-sea.) ? 33 Ext. Alt - SF ? 04 02-plex ? 10 OS-plex ? 18 Deck ? 23 Porch (screen/gazebo/perola) ? 36 Multi Misc. ? 05 03-plex ? 11 1 Q-plex ? 19 Lower Level ? 24 Storm Damage ? 06 04-plex ? 12 12-plex ? 25 Miscellaneous Work Tvpes 1 J otl u S tl o L)),1'*. i" l?t°`(9-5 -rvr ? 31 New ? 35 Int Improvement ? 38 Demolish Interior ? 44 Siding 17k 32 Addition ? 36 Move Building ? 42 Demolish Foundation ? 45 Fire Repair ? 33 Alteration ? 37 Demolish Building* ? 43 Reroof ? 46 Windows/Doors ? 34 Replacement *Demofition (Entire Bldg ) - Give PCA handout to applicant DeSCI'iptlOn: Water Damage Yes Valuation n w(?: . Occupancy MCES System Plan Review 100% or 25% Census Code Zoning City Water SAC Units Stories Booster Pump # of Units Sq. Ft. PRV # of Bldgs Length Fire Sprinklered _TYPe of Const Width _i2EQUIRED INSPECTIONS -_. . . , ,_ . Footings (new bldg) Sheetrock - Footings (deck) FinaUC.O. . , _ Foorings (addition) -tX FinaUNo C.O. Foundation HVAC Drain Tile Other Roof Ice & Wa ter Final Pool Ftgs Air/Gas Tests Final _ ? Framing _ _ _ Siding _ Stucco Lath _ Stone Lath _Briek Fireplace R.I. Air Test Final Windows ? Insulation ? _ Retaining Wall Approved By: -A? Base Fee Surcharge Plan Review MC/ES SAC City SAC Utility Connection Charge S&W Permit & Surcharge Treatment Plant License Search Copies Other Total Building Inspector ? ?f ? -_ ?'? Permit # Permit Date Project Title: MORRISSEY Report Date: 09/22l06 Data filename: X:\0548-MORRISSEY RESIDENCE\ENERGY TEST 9-22-06.rck Energy Code: 2000 IECC Location: Eagan, Minnesota Construction Type: Single Family Glazing Area Percentage: 14% Heating Degree Days: 7981 Construction Site: Owner/Agent: Designer/Contractor: 820 PROMONTORY PLACE BILL MORRISSEY BRUCE KNUT50N EAGAN, MN 55123 820 PROMONTORY PLACE BRUCE KNUTSON ARCHITECTS EAGAN, MN 55123 530 NORTH 3RD ST. SUITE 530 MINNEAPOLIS, MN 55401 612-332-8000 Compliance;'Passes " Maximum'UA: 597 Your Home UA: 524 =-> 12.2% Better Than Code (UA) Ceiling 1: Flat Ceiling or Scissor Truss: 2146 38.0 1.0 62 Wall 1: Wood Frame, 16" o.c.: 3595 19.0 1.5 177 Window 1: Metal Frame with Thermal Break:Single Pane: 409 0.310 127 Qoor 1: Solid: 60 0.280 17 Door 2: Glass: 82 0.310 25 Basement Wall 1: Masonry Block with Empty Cells: 1440 8.0 6.0 75 Floor 1: All-Wood Joist/Truss:Over Unconditioned Space: 681 19.0 1.0 31 Crawl 1: Masonry Block with Empty Cells: 169 8.0 6.0 - 10 Complrance Statement.• The proposed building design described here is consistent with the building plans, specifications, and other calculation submitted with the permit application. The proposed building has been designed to meet the 2000 IECC requirements in RES ck ersion ' 27.3 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. ? / .- Bu' der/D igner Company Name Date MORRISSEY Page 1 of 4 ? Table 1: Minimum Insu/ation Thickness for Circulating Hot Water Pipes Insulation Thickness in Inches by Pipe Sizes Non-Circulating Runouts Circulating Mains and Runouts Heated Water Temperature (°F) Up to 1" Up to 1.25" 1.5" to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 140-169 0.5 0.5 1.0 1.5 100-139 0.5 0.5 0.5 1.0 Table 2: Minimum Insu/ation Thickness for HVAC Pipes Piping System Types Fluid Temp. Range(°F) Insulation Thickness in Inches by Pipe Sizes 2" Runouts 1" and Less 1.25" to 2.0" 2.5" to 4" Heating Systems Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate (for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water, Refrigerant and 40-55 0.5 0.5 0.75 1.0 Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD: (Building Department Use Only) MORRISSEY Page 4 of 4 5EP-20-2006 10:22 FROM:MJS, INC. 651-698-5628 241 CLEVELAND T0:6517776134 P.1 FAX TRANSMITTAL FORM TO: Bruce Knutson Architects Attn: Bruce Knutson J.P. Bush Construction Bill Rabey FROM: Steve Eiker [?ATE: 9/20/06 TIME: PROJECT: Morrissey Remodel PROJECT #: 06299 AVE. S., SU?TE B2 TO FAX #: 612-332-7504 TELEPHONE #: 612-332-8000 S T. P A U L, M N 651-777-6134 s s, o s- 1 z 6 o NUMBER OF PAGES (including Transmittal Cover Sheet): 1 BiA: This fax is in response to the beam in question between the dining room and the kitchen for the second flaar framing. The beam is 2-1 3/," x 91 7/8" LVL's right now. 1- 1 3/." x 9 1/4° LVL glued and nailed ta 2- LVL's already in place, with 16 d common nails at 12" o/c top and bottom is sufficient for the design loads of #his project. Please call with any questions or comments. Steve Eiker IF THERE ARE AIVY PROBLEMS WITH THiS TRAIVSMiSS14N, PLEASE CALL: Lisle at (651) 698-5626 C.-? I - -? -?s - 40-6-k3 651.698.5626 FAX:651.698.5628 EMAI L: mjaeng@qweat.net L.-- ?.m??? City of Eagan 3830 Pilot Knob Rd Eagan, MN 55122 (651) 675 -5675 www.ci.eagan.mn.us Site Address: 820 Promontory P1 Lot: 16 Block: 4 Addition: The Woodlands PID:10- 75875- 160 -04 Use: Description: Sub Type: Work Type: Gas Fireplace (new) Description: Census Code: 434 - Occupancy: Zoning: Square Feet: 0 Comments: Fee Summary: Valuation: 2,000.00 Contractor: Fireside Hearth & Home 20802 Kensington Blvd Lakeville MN 55044 (952) 985 -6675 e- Fireplace Construction Type: Chimney /flue must be inspected prior to concealing. Smoke detectors are requ ired in all sleeping rooms prior to final inspection. When wall studs or ce iling joists are exposed, hard -wired detectors are required. Battery operate d types are acceptable if the wall/ceiling finish (i.e. sheetrock) has to be removed to install a smoke detector.Brenda Huston 2700 N. Fairview Avenue Roseville, MN 55113 651- 633 -2561 hustonb@hearthnhome.com BL - Base Fee $2K Surcharge - Based on Valuation $2K Total: $70.00 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 PERMIT City of Eaan - Applicant - Owner: William G Morrissey 820 Promontory P1 Eagan MN 55123 Permit Type: Permit Number: Date Issued: Permit Category: $69.00 0801.4085 $1.00 9001.2195 Issued By: Signature Building EA075006 09/05/2006 ePermit 4 3 09/18/2006 18:45 6514638410 TERRY 1 Universal Forest Produc 3223 263rd St West Northfield, MN. 55057 Phone Number 651-463-8410 Fax Number 651.463-8410 Email tjohnston2@ufplcom FAX TRANSMITTAL FORM To: abitoot Name; CC: Phone: Fac From: Terry Johnston Date Sent llt• l94.0 elalr NumberdPages: 12, -- Message: PAGE 01 75 Mg 1 09/18/2006 18:45 6514638410 Job 08421R Unbent it Fayed Produce; . Minnaota, i 60264 NOi Truaa ype G1 ,4.4.4 1.4-0 R-7-40 PIGGYBACK TRUSS TERRY �1 1 2 24.15 444 3.104 JP 131,8hISIOrrlasay Adkon1LS Jab ITorsrert a 0.240 s Phar 5 2005 MTaik i duatriea. Ina Mon PAGE 02 -75332 1344 1 414102011 11 12 4 12 14 3404 WNW= 2-19 me Frage 1_144.41 1.44 seeka►fdst 404 Mpi011 2.7-40 2-7-40 Plata .. z,Yx )50-$2 19 2e4011120 II 644 3-f04 10-44 3404 9 $r4asap it 3440 4:10 IWO it LOADING TCL ( ) 35.0 (Roof Snowc36,0) TCDt- 10.0 BOLL 0.0 BCD! 10.0 SPACING 2-0-0 Phew kaftan 1.15 Lumber biomass t.t5 Rep SO Oar NO Code IRC20001ANS1B5 CM TC 9.30 BC OM WO 0.71 (Matrix) DIF- in Doc) IMO Lit WW1) -0.05 9 >999 240 Vert(T1) .007 9 >f t99 150 MOnz(TL) 0.02 6 nia rife PLATES f1411P M120 )931144 weigh 1191b LUMBER Tap CHORD 2 X 4 BP lb.2 "Erxosee T22X8EPFN4.2 BOT CHORD 2 X 4 SPF No.2 WEBS 2 X 4 SPF No.2 WEDGE Left: 2 X 4 SPF No.3. Right: 2 X 4 SPP110.3 REACTIONS (lbfsiia) 2=261103.3-8„ 0=2.673143-5 Moot Ho122=-86(load mate 8) Max Upt'sft2=.333(lood Casa 4), 8=328(load - : ae 3) FORCES Ob) - Maximum CompreaetarefMaxiMur n Tension TOP CHORD 1-2.01T4. 2---3300/457. 3 -11n -4629f71 a, 13.14E-4632/718, 5-14.49201718, 5 -6= - SOT CHORD 2-1-335/2238,13-10n-33312240. WEBS 3-10.0133, 340,. ..511/3130, NOTES 1) Hangar(*) or other connection device(a) shag be poi up at 5.44192 ib down and 55 Ib up at 7-7-11.433 tb lb down and 1371b ftp M 84.6, 483, lb dater! and 72 b down and 84 lb up at 7-7-11 on top chord, The de 2) 2 -ply dries 10 be connected to0etherwtth 0.131x3' Nails Top chortle connected as fo Iowa: 2 X 4 - t row at 04-0 Bottom chord& connected as Wows: 2 X 4 -1 wow at 0 - Wats connected as follows. 2 X 4.1 row at 0.9-0 cc. Hangar%) or other vaturecOort device(s) Mad be up at 5-44, 192 b down and 56 tb or/ e( 7-7-11, 4331b Ib down and 137 Ib up et 8.3.8, 493 *clown and 72 Ib down and 64 lb up at 7-7-11 an top chord, The deB3p.Fl 3) M toads are considered equally applied to 80 t ie% sacs Whom Pty to *Connections have been provided b 4) Wind: ASCE 7-98; 90mph; Ite26 t; TCDL-6_000; BC oandbvur tag and night awed ; and vertical kit and 5) TCU..: ASCE 7-02; P=36.0 ps(Ma roof anon Cason 5 This trues has been checked for uniform anew Mad *nl . Continued on page 2 GRACING TOP )MORD Sheathed of 8-0-0 as puffkta, 8t3tT CHORD Rigid ceiling directly applied 0104-0 oe bradng. 11 -12e -48321718,4-12=-4836J718,4-13=-48341718, 449.6-?7ne0/14 /2194,6.5428612191 6-er-620/3192, 5-8=W136 auNclent to support concentrated load(S)192 Ib down tont 6811u and 64 ib up at 5-4.6, 431 1b doom and 64 lb up et 6-0.0, 926 at 6490, and 431 lb down and 54 Ib opal 7-0-0, and 433 ib MI of auch connection device(.) Is the tDsponslbflty of others. follows! 2X6-2rows at0-8-0DC, OC_ sufficient to support concentrated bad(8)192 lb down and 56 lb and 64 Ib up at 5.44, 431 lb down and 641b up at 4.0.0, 925 at 6.4-10, and 437 Ib down and 64 ib up et 7.0-0, and 4331b or such connection elevke(s)1s the aseponsibiMly of ethers. if noted as front (F) or back (Q) race In the LOAD CASE(S) Only loads doted ea (F) or (Et), unts48 01 mnrrpe indicated APII4Cagy U Exp 8: sncloeod; 84W1=R8 gable and zone; exposed; Lumber Dot=1.60 plate grO 044.•1.50. k Exp 8: Partially Ltrp.; Ctat.1 ea noted. 09/18/2006 18:45 6514638410 TERRY Uwe MO* TWO ah P1 JP BwhManfsssy b5421R 01 PIGGYBACK TRUSS 1 PAGE 03 ootIonen Faraet ProincwnG liirineota. L*158254 t 200 a raw 5 22005 NIT* iodi �nate% Mc. Mon Jul 1709 :1 P 1 Y 7) Thie buss has been designed for greeter of Min mot live toad of 10.0 psf or 1.00 times tut root load of 35.0 pet on overhangs non.eoneurrent with other live loath. 8) Ptoeidp adequoto drsinaps to mewed voter ponding. 9) TI%4S VMS hes been doelpnad for e 10.0 psi bottom dwell Nue toad TICrICOMUTTerlt with any other Nva toads. 10) Psovlde nseWaa<rku1 corneal* (by Wane) of Vans to bwtpfg plate capable of withstanding 338 uplg at Mat 2 and 328 ib up*R *OM o. 11) M s) or other connection dsJice(s) stud be provided sufficient to s upport Con00ntreted IDad(s)102 lb down end 68 lb up at 5-4-5. 1921b down and 5e Ib up M7 7 1, 43311f dells► WWI 84 lb up iR S -S. 431 Ib dem and 84 b up at 6-0-0, 925 lb down end 137 lb up et 63.3, 433 ib ilmn end 72 tb up et 3.5-10, end 431 14 down end 54 lb up at 7-0-0, and 433 lb dawn end 54 Ib up et 7-7-11 on top chord. The desigo%sodectton of awati oonnoodon davtoai(s) is Ate rarponaibitity of Others:. LOAD CM&(fi} Standard 1} Snow: Lumbar kict+soo4=1.1$, Plata Increefte•1.15 Uniform Loads (pW) Vert 1-3T-90, 3-5=80.5-7040. 247 20 Concnlaled Loads (1b) Vert: 4+-02611.4)14(=152)1 -91513..431 140-524(6-192) 09/18/2006 18:45 Jab 24421R02 Torre 6514638410 1 euerrat Faerr trio , , IWM 34b-12 Trove Type HOVE TERRY 1 3,3,12 t44 3-04 JP teetey AdditiontL$ 2 ,baRofs�aioa 62003fifer 53006mind h 6.h1c. idonJui mat pagR1 PAGE 04 15W 944 13-04 3.0.4 3412 sr IMS tt 3 4l6IeRmti 4su4 HIM 3442 It 140 344 7 e0ta I w20 w 944 5 3a6 HMO ti 3.0.4 3.4.12 Alam Offsets.,Y :D-14.04 $4451,0.2.41 acme+1:33.3 LOADIINO (pef) TOLL 36.0 (ReefSiiw=35.0) TCDI. 10.0 BCLL 0.0 OWL 10.0 SPACING 2-0-9 Plsblb loon's* 1.18 Lumber emcees. 1.16 Rap Stress lncr NO Code II#C2000AN&195 CBI TC 0.29 BC 0.29 WB 0.80 (Maids) DEFL In (Io) IMO Lid Veit(LL) -0106 7 )999 240 ` er ) -0.08 7 }999 180 Hoo (rk) 0.01 6 n/a nal PLATES GRIP 98/20 1971194 Weight 10811 LUMBER TOP CHORD 2 X 4 SPF No.2 ROT CHORD 2 X L SYP Ce3S WEBS 2 X 4 SPF NO3.*Escape W32X4SPF Ne.2 REACTIOFIS (Ibelize) 1=519110-34. 5405191054 Max Horn 1-140(load case 3) Vox Untift1=-6050oeod vase 5), 5w4/350oed FORMS (Ib) - Maximum CompreesionlMwdmum Tension TOP CHORD 1-.U4616/666. 2--30311449. 3.4c-3931 SOT CHORD 1-$.49613978.7-8x40613975, WEBS 2-8,-1902055.3.7==434/49TO, 4.1=1 0101E8 1) ply trues to be corwmoted tog then wee 0.13rsT Nags . Top chords connected err tattawsx 2 X 4 - 1 row et 00-8.0 8o8om chords eereteread ra Follows: 2 X B - 2 rows *10-7 Webs connected as follows; 2 X 4 -1 row at 040 es. 2) Ail toads are Considered eque0y applied to at piles, once section. PlY to *connections leve b4ea provider) lo di= 3) Wind: ASCE 7-99; 90rnph; he25t1; TC ,a5.0psf, BCDt.-• owe:lever left and right *reposed ; and verlicet left and righ 4) TOLL ASCE 7-02; P-35 0 pef (Alt roof snowy Cafegoty 6) This tees has been Chocked for uniform snow bed only. 8) This Inas hos been destgne4 Tore 10.0 psi bottom chord 7) Provide mechanical conetec0on (by ethers) of buss to epee at joie 6, 8) Girder carnes tie-in =penis) 28.0.0 from 040 O M 13-0-0 LOAD CASE(5) Standard 1) Snow: Lumber Increase=1.15. Plate krcreasen1.15 uniform Londe OK) Vel; 1$=-727(Fr-74T). i -3-0.3-11.g0 • t TOP CHORD Shell sto m 5-1.5.oro patens. BOT CHORD Rigid vetting din c y app0ed or 10.0-0 oc bracing. 4 -6w -651616W 5.8+..deer3970 2.7e-1515/238.4-71.-1615/239 lamer oc. i< rioted 46 front {F) er back (B) Ieee in the LOAD CASES) only bads noted a0 {F) or (B), ralese o0lerwdte Itteseated. Opsf: Cetegont 0; Esti B; enclosed; MWFRS gable ono zone; exposed; Lumber DOtei-60 pew grip DOL=1.50. : Exp E: ninny Exp.; Gt=1.1 as noted, ve teed eeee eeelractt enth any other We toads. Phyte col* le of withstanding 506 le elongation 1 alai 506 b 09/18/2006 18:45 6514638410 o:rn.rax _._.__..FnieeType TERRY PAGE 05 T6Y ;PEr PR BushlMarrisseyAddition/1.E 1884218 GM1 JACK �—.r.............__.._.. I2 1! L.— —— g oo e eree.lo 1_1rrare stPo—utc., tiixeote.Mq 54264 8,200 aMar 6 200541Teithdaeoies. inc. MonJu._709-05;1220C_Pg-- 1 s 1 1 Mate0x415p( It }3404:4.10,z ;_ t-5.7 io.de I12 • 1 4^J 4x4 MiM2D • 6.9-3 7x1 MA2oH ;% 4 4 3A,4.420... 2x4M1Rfi I! t.,.w...,,......,,..�......._w...__...----- 6.9.3 -.._ 6.9.3 Scare c 1:51.1 TOAflIN(3 (par) SPACING 2.0-0 Gti! DEFL n (too) 1/deft Lid 1 PLATES GRIP i , Plates tncreexe� 1.15 1 TC 0,58 `JertiLL) -0.10.3 2.,4 x851 240 1 MI{2) 7971144 Roor Engw ti 0) f '1 COL 10.0 I Lumber Inetease 1.1E. t BC il.40 Nerd; •Q,17 3-4 ..,..l2O 160 I MKOH 716!108 u C i i 0 0 I Rep Stress lncr ¥ S I WE 0.00 {i0rz('i I.) 0.07 5 ran oln Co do 1p,0 do IRC2000kANS{475 1 (Matrix) Weight: 30 ib LUMBER BRACING TOP CHORD :2 X4 SPF S o t TOP CHORD li I CHORD 2 )t 4 $PC No,2 BOT CHORD WEBS 2X4SPP No.3 OTHERS 2 x 4 Sf'4 No.3 WEt)GE Lett; 2 X 4. SPF No.3 S.7xes,thed ds 64,0 OC MAIM. extant end vHt1 ats. Rlgld Getting directly applied or. 100.0 ue bracing, 1 REACTIONS (tb(Slze) 2r50301-3-13, ;i:r334{Mechantesi Max Hort 2=164(ioad case 4) Max Upittt2=-59(10*Ci a;Asp 5l, ;>•--72(tord case a) {FORCES tiff) - Maximum Crhrnpressionfte,aximr)rn Tension TOP CHORD 1.2=0175, 2-3=235/145, 5.0/12::1, 3-5m-269(103 ( BOT CHORD 2-4a-46/51 j NOTES l, 1'. Wind: ASCE 7.99: 90mph; h-ti25tt; f't;.t t. 5.00s1: BCDL-5.0psI Cutogory II, Exp B:. enclosed: MWFRS garble and zone: cantilever Wend tight exposed ; end vertical left and right exposed: Lumber DOL -1.00 plate grip DCL=1.011. 7) T'CLL'.'ASCE 7-02; Pr -35.0 psf (fiat roof snow), Category II: Exp 8; Partici!): Exp.: Cd::1.1 r 3)2 This truss has been onackeri inr unlinrrn snow Marl only, except as noted. '1; This truss hes beer?'ze3 9ned for ftrealei of nun toot live toad of 15.0 pxj or 1.00 9rn.es haat roof toad of :15.0 pcf on I overhangs non -Concurrent with other !Ne bails 6) Thls truss has been designed tpr a 10,0 pet bottom cEsc d lire toad norrconcurrent with any outer Irve toads. 4) Atl planes ars MT20 plated unless. oiherwisc indicated. 7) Ra*r to gindar(s) for truss to truss Conrra}ClirNts. I a) Prov,cMe mechanical connection (hy nthefs) of truss to bearing plate capable of withstanding 59 Ib uplift at pint 2 and 73 Ib I uplift at joint b, LOAD °ASE(S} Standard 09/18/2006 18:45 6514638410 TERRY PAGE 06 Job 054211 TRW Mimi ai Feroat Products lex„ -1.44 1,4 Time Type MONO TRUSS 8,9.13 04.13 Oly Pi!l JP Bushilikaristay MitiontLE 2Joh 1 �u�.2011e idar 520055 Mtp�13a�ptr 1 � eY'8 54-15 OA WINO= 5 Plebe 4lt4 IX,Y) ate LOADING (pm) _. TOLL 35.0 (Roof Sno.r38A) TCD& too 5cLI. 0.0 BCDL 1011 SPACING 2-0-0 Plagls Increase 1.15 Lowther Mamma 4.15 Rep films bier yE,11 Code iRC201)041 NS Same saes cal TC 0.48 Bo 029 WE ODS Moak) 09 t( -0.05 2-) ifdefl LAI Y 400 240 Wend) -0.09 24 1.483 100 $0f2(11) 1104 5 Nix ilia 1.11M3ER TOP CHORD 2 X 4 SPP 140.2 BOT CHORD 2 X 4 SPF No.2 WEBS 2X4SPF No,3 OTHERS 2X10SPF No2 WEDGE Left 2 X 4 Spr N2.3 REACTIONS (tWWz) 2.453/0.548, 5s202ltxt pahanival Max Harz 2.180(to,d cad 4) Max U0112v-60(toad case 3), 54..83(oad case 4) FORCES (!b) - Maximum Cc mptiru►sleeRte ire Tension TOP CHORD t-2-0075.2- 204f123. 4- 0/105.3-3=-22S!80 DOT CHORD 2-4.-01 PLATES Ow MAYO 157,144 T 34 Ib BRACING TOP CHORD Sheathed or 8-0,0 oo purlins, except end ven:iogs. BOT CHORD Rad apphad ar 10+0 oc hrnetn8. NOTES t) Wind: ASCE 7-98: 90mgrc h-250.; TCOLv5,0psf; BCDL15 spat; Category 1E; Exp 0; enclosed: MWFRS gable and zone; canP.ver MR and right .xpos d ; and ~oast left and right .xpa4.d; Lumbar DOLL 1.t11j,lata grip 001..=1.60. 2) TOLL: ASCE 7-02: Pfe30.0 psi (/tet toot snowy, Category It EXPO: Partially Exp.: Ctt 1.1 3) This truss has been ohed(ed for uniform snow load only, except as noted. 4) This truss has Sssn destined for wester of min root the bed of 10.0 psi of 1.00 lanes Sat root load of 35.0 psf on ov■da n s nvncxncrrant 111t1 :otter live !odds. 5) Ws tams has been daft rtad for a 10p pet bottom chord hxe load nonorrntaanant with any other five toast. 6) Refer b otd.r(t for buss to truss connection. 7) Provide mechanical connection (by others) of truss to beating plata capable of withstanding 80 10 upidt at Joint 2 and 53 in uplift etlotnt 5, LOAD CASES) Standard 09/18/2006 18:45 6514638410 TERRY PAGE 07 Job 7atlrK Those —' �. 75 3 3 AddlaloisILS 69421R t? MONO "MUSS 1 1 tlnirereet Faroe Piodueis MO., w r Data, 562e4 • 0.200Thr iv S 20 R ek � tom nn� a+ 17 othalR;air,� Page -1-44 1.440 4 &1AatNlOfr Pima Offsets {.Yt: f4 9,lEr4 LOADING (pal) - TCLL 35.0 SPACING 2-0-0 Cal I(RoofSnoW=3&.0) Plates Messes 7.15 TC0.48 TCOL 10.0 Lumber Mame. 1.15 !�C 0.34 nu 0.4 Rep Stress iiia YES WB 0.011 i. D _aCL. 10.8 Code tltC2U00#ANSI95 (Matrix) LUMBER Top CHORD 2X4SPF No.2 OOT CHARD 2 X 4 SPF NO.2 WEBS 2X4Si* No.3 OTHERS 2 X 4 SAF rlo,.9 WROGE Left 2 X 4 SPF 140,3 REA0D0NB (ibtaiz) 2s45210•3.8.5'•305A4 chaafcat Max MOM 2=1Mime omit 4) Wet UpiNt2Q.48(tvad case 5), 514-51(losd cage 4) FORCES (lb)- Maximum Compassion/Maximum Tension TOP CHORD 1.2=W74. 2-3r-2201147, 4-6=0/113, 3-&-240J1011 SOT CHORD 2-4+:.4835 830 -1 DEFT. in (too) Udell Lid 00.L) -0.06 2.4 9911. 240 VerETL ltarz(TL.l) 0.08 2 5 7,545 We We Oaten 'au PLATES GRIP M1120 107/144 Weight: 29 Ib SRAC(NG TOP CHORD Sheathed or 64341 co purling, except enol verticals. R0T GWORO Rigid Ceiling diectty applied or 10-04 oc OfitOing. NOTES 1) Wind: ASCE 74A; 90mph: h 25h.. TCGL=5,0pst 13011"1-Clast Category 14 Fxp 8; 7sioeed: Mt11WFfRS gable end =is: cantsever telt and right exposed ; end vertical lest and rigP$t exposed: Lumber D0L.I.80 plata grip D0L=1.60. 2) TCLL: ASCE T-02: Pt=35.0 psi (flat roof mows Category if: Exp 8; Partially Exp.; Ct=1.1 3) This truss has been checkod for uniform snow load only, except so rioted. 4) TMe truss has been designed for praater of min roof live bad of 16.0 pat or 1.00 times bat roof load of 35.0 pad on overhangs non. rd Art other Ilve;Dad& 5) This been designed 8) RUjer to s hasrdergl for fora 1tluss �tlom d Ntve triad nonconcunant with anq caner live iaad 1. g7) Provide mechanical conneotion (by others) of truss to beefing Fiala capable of Withtitending 46 lb UP8fI et joint 2 and 81 lb uplift at )pont 5. LOAD CASCO) standard 09/18/2066 18:45 6514638410 obb 68421R Tom„ MAW JHA MONO SS TERRY PAGE, 08 7533K rl-i-0 1.44 644 tie IlelseO. LOADING p (pre) ICU. 35.0 (apo (Ro(VOL Sys ftp) tet 10.0BOLL 0 SPACING 244 Plates increase 1.15 Lumber huxgeee 1.15 Rep Blame lnar YES Code 11hC2000/ANS106 UMBER TOP CHORD 2 X 4 SPF tFa,.2 ROT CHORD 2 X 4 SPF Ne.2 WEBS 2 X 4 $PF P40.3 OTHERS 2 X 6 SPF No -2 WEDGE Left 2 X 4 OFF No.$ 644 CSF To. 050 BC 0.31 WH 0.00 Monk) REAC HONE (Slteize) 2=45110.3.6. 5111116ftrlectiOrikal Max tlorz 2z175(bad case 4) MMx Up "-8Oaed case n 5c75(k ad mate 4) FORCES (lb) - Msxlmum Compression/Maximum Tension TOP CHORD 1-2=0/74. 2-..--213/137, 4440100.3.66--24 e1102 BOT CHORD 2--4.3166 Orr/ WIC. 4 MQe rn.1:34.1 DEFL in (laic) IMad( L/d VAri(L.L) .0.06 24 egg$ 240 80 How)) 0.06 6 niaa nog PLATES GRIP 14120 107/14 Weight 30 Mr BRACMG TOP CHORD Blior fled oe fl -0-0 et PLUM except and vpritele, BOT CHORD (rigid ceiling diectify epp6ed er 10-111 on bracing. NOlES 1) Wind: ASCE Mt 90rnpri; hank TCOLWS.Oprd; 0001-+01.0pst Category ft: hap 8; an l0aed; MINFR 5 gable and Mr*: canWauar lop and right exposed ; end vertical left ewe right exposed; Lumber DOL,ei.60 Pleig Skip DOLr7.4i 2) TCL(.: ASCE 7-02 Pf'35.0 Pse (71st roof snow); Category 1 Exp e: Partially Exp.; Gt 1.1 3) This buss has been checked for uniform snow hied only, sxoept u noted, 4) TA's trues hoe been designed far greater of min roof live load of 16.0 prior 1.00 limes flat roof load of 35.0 par on overhangs ref with Outer lire bids, 6) this eras has been designed for a 111,0 psi ixdicsn collard /lye load tiorlconcuriont wftlz any other thee goads. S Radar to ghstsr(a) for trupa to truss cine. Prcsilde mechanical connection (by alien) of banes le basing Mete cepeble of withstanding 60 lb uplift et joint 2 and 75 Ib upNMi al (oke 6. LOU CASE(B) Slnnoard 09/18/2006 18:45 6514638410 Iwo MONO UnMeal Fowl P,otina% Inc., A#cxteote, MN 66464 TERRY flly 34-1 34.1 PAGE 09 • *Me Musk IndueIdea. Inc. Mon A* 17O4d$;9 104 3464 Rip 044 0-1.8 2s$11120H a 4101 LOADING *el) TILL 35,0 (R041 Snow=35,0) TCDL 10.0 BCU.. 0.0 _...... 10_+0 LUMBER TOR CHORD 2X4 SPFNo2 DOT CHORD 2 X 4 SPF N0.2 WEBS 2 X 4 SPF Nn.3' *acme WI 2 X 3 SPP N0,3 SPACING 240 Plates Increase 1,14 Lumber Increase 1.15 Rep Street Ina YES Cede 00p/ANS I CSt TC 0.25 BC 0.49 WB 0.24 Male REACTIONS (aB) #'33-8, d+3891O48 Max Mc 1+�(Iwad case 4) 300v d cast , 4.--43(k e0 ) 3) FORCES (lb) - WlaotOmum Comp►4ssFwstlltaxlmum Terufon TOP CHORD 1-2642/104, 2-3=431/31.3-4=-130/26 BOT CHORD 1.4'-1141474 WEB$ 2-4=504/143 1404 7 0.1-0 '7535 Sca4+1rt47 DEFT. in (lona Weft Lid Vert(LL) -0.12 1-4 )463 240 Vert(TL) -0.20 1-4 X331 160 Horz(TL) 0.01 4 n!8 n1a PLATO; amp Ma2O 1971144 Weft 22 Ib BRACING TOP CHORD Sheathed or 644 oc p..4ns, except end verAcals. SOT CHORD Rigid oeltlnQ directly applied or 10-O=0 oc bracing. NOTES 1) Wind' ASCE: 7-96; 90M4; =250: TCDi=5.0psf; BC01_41.Opsf: Cate=gory 0; Exp E% enclosed; MWFR3 gable end zone; nentifever left end 48td tot yowl ; end vertical left end fight oxpoSed, Lumber DOL=1.130 plate gran DCI.=1,60. 2) Tea: ABM 1-02; Pt=35, 0 eel (font .sot snow); Category a; exp hat Padtauy Exp.; Ctrs .1 3) This truss has been checked for uniform snow toad only, except as Rebel 4) This trues hes been designed for a 10.0 oaf bottom chord ave load nonconcun ntwith any other live bade. 6) Bearing at joint(s) 4 aonsidem parallel to grain value u ANS1fFPt 1 angle b1 grain formula. Balkans designer should verity *spooky of bearing eurfase. 6) Ponvide Irrechanionl cennaellor> (by alhers) of truss le ging plate at)ckrh1() 4. 7) Provide mechanical co=nnection (by wham) of tn,ss to bearing plate capable al withebexang 30 Ih uptttr et)a10 1 and 43 t6 uplWt at joint 4. WAD CASES) Slaneart 09/18/2006 18:45 6514638410 Job TERRY 684218 TARO AMA Forest Products Ital. Mlrexeate, MM TOLL 36.0 (Roof Snow=35,0) TCOL 10.0 BCM- MO truweTwe JP BusINMentseey AddItkatir PAGE 10 "1533 MONO TRUSS $ 1 _._. t�mresros 8.200 e E 2008 MITA 'nasalise. Inc. Mon Ju11700.0813 2008 5.10.8 5494 421111-11-' 1141° 0.14 wilts) ft 2 2u41NN80 0404E 5.70.E 3 are aims II 0-1-4 Iwo* =1:13.2 SPACMMO 2.0.0 Plates Increase 1.15 Lumber inc.o+oe 1.15 Rap Stress W cr YES BCD! 7.421 Cade C8t TC 0.83 BC 0.34 WB 0.00 () =FL in Soo) Welt Lid Vert(LL) .0.08 11.3 a1;109 240 Vert(TL) -0.13 1-3 >536 180 Harz(TL) 0.00 3 n/a rt/a WIRIER IRIER TOP CHORD 2X4SPF P SOT CHORD 2 X 4 SPF No.2 WEBS 2X 4 $PF No,3 MONS Weise) 1=314/0..3.8, 32.814/0.1-9 max Herm 1=72ios6 case 4) Max Upllftl 3(c.d caae 3), 3. 37(kxad cal. 3) FORCES (10) - Maximum Tension TOP CHORD 1-2-72/72, BOT CHORD 1-32-14/18 PLATES GRIP M8 20 107/144 WalyhG 11F 0. BRACING TOP CHORD 51QQ 0 .d ar 5-0-0 oc purges, except end verticals. OOT CHORD Rigid Gaffing applied or 10-0-0 ac bracing. RIMS f) Wind: AKE 7. 900141i4; ha261t: TCDL .Opel: BCDL=3.0psf•, Category t Exp Et; ernGIOiidr !MFRS end Z00% cantilever RNR and right exposed : end vertical Ihsf end right exposed; Lumber OOt.=1.00 plata grip DOLa180. 2) TCLL• ASCE 7.02 Pf533.0 pW (nal root axow)c Category R Exp S: Partfady Exp.; Cle1.1 34) That suss nes been checked Mr organ snow toed only, This truss been s has bed.2. fined for a 10.0 paf bottom Sherd � bnoted. as ned noncecamel with *al, 5) Veatknp at pint(s) 3 considers parsikl to grain value using ANgt/YPI 1 angle to oche bads. �' capacity of bearing amine. n8 !fes formats. Bolding designer should b) Provide mecha nkker connacton (by Others) of nuc to MON plate at Mint(s) 3. 7) Provide mechanlrief connection (by ethers) of Miss to bearing plata cepoinfe o1 withstanding 28 ib uplift et joitit 1 eyed 37lb span at Mint 3. LOAD CAS114$) stpndard 09/18/2006 18:45 6514638410 62421R Tres T MONO TERRY Oty 6 PAGE 11 1 3 LOADINO TOLL �Ps35.0 SPACING 2-0-0 (Roof Sricsw35.0) Rides Increase 1.16 TOOL 10.0 Lumber increase 1.16 flCf l 0.0 Rep mese her VES BGQL 10.0 Cods IRC2000/M4E196 LUMBER TOP CHORD 2 X 4 SPF N 2 13OT CHORD 2 X 4 SPF No.2 WEBS 2X4SPFNo,3 OSI TO 0.60 6G 0.20 W8 0.00 () 440-11 4104 REACT (Ib/sta.) 425010-36, 3z269/044 Mee Hort 4e79(laad dies 4) Mete Uplift/hi,20(p;ad Casa 3). 3r.•34(Ioad case 5) FORCES (Ib) Maximum OrunpreestorMaximum Tension TOP CHORD 1-2■.161121, 2.3+* -191)49,1.4' -233(50 BOT CHORD 3-474,20102 0•a -75330" :Ices -1:14.1 oaFL in (roc) Weft 141 WILL) 4101 3-4 X96 240 Werl(TL) -1,12 34 )999 160 Hot2.{t!,) 0.00 3 nis W PLAT88 GRIP eWI20 1671)44 Weal* 1616 BRACING TOP CHORD Sheathed or6-0.0 as ov rare. exosat end veers. SOT CHORD Rigid carting directly applied or 10-0.0 ac breeing. NOTES 1) WM& ASCE 746; 901110; tve25ft; TCDL-&11pet; 3COL .Opti; Category It Exp 6; enclosed; #ANFRS gable and ,roan; =Mew SS dad ttg}nt encased ; end vertical left and commuorb Lumber DOLs1.60 plata grip DO{.,e1.6O. 2) TOLL: ASCE 7-02; Pfw36.0 paf (3al ogf socio; Galegwy • Exp B Pa3Isay Exp„ Ct'1.1 3) Th)6 amus has been chocked far uniform snow iced only. scoot as noted. 4) This truss NS been designed fora 11.0 psi Haltom Mord new load rlOnCo41CUMant with 5) Beefing St)alnt(s) 3 Conaidsrs any other iga e verity capacity of bearing sutfaae. 1191 tq gr91n value using ANSI%1011 angle to groin formula, Building designer should 3) Provide macbaniCai VOnnsGtIon (by others) of buss tCplate at icings) 3. 7) Provide nbdfea>loat connection (by others) of tmaa to � Mose capable of withstiniang 201b contra joint 4 and 34 lb uplift at joint 3. LOAF GASE(s) standard 09/18/2006 18:54 6514638410 Job TERRY PAGE 01 &421R Tows RI tA*401e1 Forest Ptoduott Inc., Penneote, t44 4 Tani Tape NG 3 PN IAD 1Zert1iti11Aon1600Y 1 7533 f t‘lch Refessies(apes* 5200 s IAN 5 2005 NITA industries, Mfitfitin A417 17 09;0 042005 Felt 4nff#MIBl= 3 14.44 I-411 18.0 TCL ( 95.0 (TCUL 3 00 BOLL 0 0 SCOL 10.;0 SPACING 240 Plates crease 1.16 Lumina' Maim 1.15 Rep Sirens lath YES t)ods IRC2000/41096 040 Ikiis-!Ake C81 TG 0.55 BC 042 WB 0.17 DEF(. to (ton) ildelf Lid Vert(LL) 0.05 2-6 s999 240 Ved(TL) -0.06 2-8 5969 160 I4ora(TL) 0.01 4 nta rda PLA1tS DRIP 16e20 197/144 Weight 4$1b LUMBER TOPS 2X4SPFNa.2 ROT WORD 2 X 4 BPF No•2 WEBS 2 X 3 SPF No.3 WEDGE Left 2X4SPF No.3,Right 2X4SPF No -3 RUCTIONS fes) 2.632/03.8, 4=532/03-8 Mar Hari 2r--147(loa d CNA 3) Mex Upi ii2--91(fosd eeq* 8), 4=-et(Ivad ossa 8) FORCES (ib) - Maximum Corripratelerellexineen Tenoiort TOP CI LORD 1-2+0174, 2,3e-771/61, 3-4+-771181.4- 4174 DOT CHORD 24100423. 441=0/42,1 WE65 3-6e0/301 BRAt6N0 TOP CHORD Sheathed or 8.0.0 oc purlins. DOT 'CHORD Rigid casing directly append ar 10-0-0 oc brac(ng. MOPES 1) Wind: ASCE 7401t 90tpph; te12511; TCOLu&0pit; BCDLs5.Opst Categrxyir, Exp $: enclosed; MWFRS gable and zona: cantilever off and right exposed : end vertical MR end f)gftt exposed: Lumber OOL=1.60 plate grip OOt=1.60. 2) TOLL: ASCE 7-02: Pf' 85.a pat Neat rood snow* Category 0 Zip B; Pav11iffy Exp.; CI -T. t 3) This trues hes been checked for unjtonn *noon load only, except as noted. 4) Tho tours nae been designee for greeter of rain wuf evekoetd of 16.0 pat or 1.00 times flat roof load of 35,0 ptt on overhangs nontonoterent met enter Ilve bads, 5) 5) This Sees sh a 10.0 psi Wenn tdtor eve lead nonconcurrent with any other live loads, uplift et me han4. (by others) of frugal* b+ I% I capable 0( ung 8137 uplift et joint 2 and 61 ib LOAD CASE(S) Standard 09/18/2006 18:54 6514638410 TERRY PAGE 02 7533/ 684218 Trues S1 Trap Ty* SCISSORS COY 3 Phr j JP BusNM4erissS Y Addition1LS 11 .bh thfivwtral FersstPtodoxsts Mia., ?Aland*. Mab 89264 4.200 s Mar 3 2005 SAIT*0 irrdortiat, lnc. Mail 0r11750057/4 2005 Paas t 04 4441 5,34) { "4 e4041 4-1$ 4x40100= 448 0-1e4e tiantrag. tab A PAPVS •7 11tA� eaaIMO= ens 111129= i 0100°N1 �' � 12.00 t2 ar IN * ap o if.. t 8 2afwixea 21x41112)4, 4.1.6 _ t�s-8 i 44.0 +14 LWOW; 0.$) M, 2-0-0 OM !NFL in (WO itda0 Lid PLATES GRIP TOLL 36.0 twee Increase 1.15 TC 0.40 V9rt(LL) -0,05 7 0999 240 14920 197/144 (Root Snawa5.0) Lumber Increase 1.16 BC 0.13 VWt(TL) 0.08 7 •999 180 TOOL 0.0 x0.0 Brill. BCDL 10.0 Rep Sawa kw YES UW6 0.55 Coda IRC200(04NSi95 (Matrix) Horr(TL) 0.16 5 i* Na Wei42 lb l LtA 1BER BRAT TOP CHORD 2 X 4 SPF No,2 TOP CHORD Sheatlw4 or 5-2-7 oc podia*. MATO 9nd votbeals, 507 CAi0RD 2 X 4 $FF No.2 r0T CHORD Rigid veiling trogioey *poise 4r 154-0 ea htacInp. WEBS 2 K 3 SPF f4 ,3 -Except W12X4SPF No.3. W1 2X4SPF No.3 RRACTIOH$ (ib/stze) 853010.3-$, 843=4-8 Max Holz 8!142(lond case 4) Max 1 j0(luad case 5). B=40(bsd case $) FSB Ob)- Maximum Compression/Maximum Tansies TOP CHORD 2-8=-4=133, 1-2=W85, 2-3=-1008/77, 314=-1008/142, 4.5a0/05, 4-5x-400/40 BUT CHORD 7 -8■ -1931197, 8-7+-45046 WEBS 2.74017* 3-7a-148/808, 4-7s-11 41730 NOTES 1) wino: ASCE 7.88; 907npn; i1 1; TCDLo5.0psf: BCDL=6.0p1f: category ti; Exp 5; ancteeett MFRS gable sod zone; camtilaver left end dant' exposed ; and vertical lett end tight exposed; Lumber DDL=1.60 plate grip DOLs1.80, 2) ;CLL: ASCE 7-02;1 65.0 pet (ffiat root snowy Csispdry 1t Exp B; Partially Exp.; CW 1.1 3) This has been checked for rgritr m only, except ail robed. of minnaoo f d) This rust firs bean designed forgreeter a{ roof Qvr bad of 15.0 pef or 1.00 times flat roof !vat of 35,0 psE on overhang@ ran-onaunent with altar 5vv Iead& 3) This truss has been desbgned tor a 10.0 pJ bottom chard tivu load non000donent with any oilier Itvs loads. 5) Isseriag et joir4(s) 5,0 conatta*s panda If t to grain vamoosing ANSViP* 1 angle to grain formula, Building designer Maki vort{y capacity of Hearing surface. 7) Provide meahenicai cOnnection (by others) of cuss to tearing plata capable of withstanding 40 Ib upSIft at joint 8 and 40 b uplift al Mat (1, LOAD CA'S 9) Standmvi 09/18/2006 18:54 6514638410 TERRY PAGE 03 `7533g 154-0 15-0-0 «tee iX,YU2--1,, [14:.l LOADING (Psf) TOLL 35,0 (ftoorSnow=35.o) TYCDL 10,o BOLL O D OWL 10.0 6PACINO 2-0-0 Pfeles Inmate 1.15 Lumber Increase 1.18 Rep Stress lacy YES Code IRC2000/ANS195 0241 TO. 0.43 SC 0.25 WS 0,07 (Matrix) Dem In (toe) Weft Lk) Ve7LL) -0.05 -15 nh 120 VertTf1) -0.06 15 nil. SO 140r2(TL) 0.00 14 n/a Na LUMBER BRACING TOP CHORD 2 X 4 SPF No.2 TOP CHORD 80T CHORD 2 X 4 SPF No.2 BOT CHORD OTHERS 2 X 4 SPF No.3 WEDGE Left: 2 X 4 SPF /4,5.3, Right: 2 X 4 $PF Nv,3 RAM GRIP ttl20 1977144 Weight; 83 lb Sheathed m 0-0-0ec poetise. Rigid caging directly ltppged or ¢0-0 oc bracing. REACTIONS (tb e) 2=458/15-0-0, 14=486/15 , 2*124/16.(}.0, 22=t441t5.0.0, 23050tt5-0-0.24=135115.0-0. 25=182(45-(3-O,., mss 151115-a-a,$4=144f18.0-Q 19 1&1t1S-0-0.187.136115.4.0„ 17449211SA-8 15=457115-04 Max Herz 2=142(load cage 4) Max UP IfSt=•100(load cane 8),14=-133(toad case 6), 22-Z55(laad case 5). 23.-43(load ores 6), 24..-32(3*5 case 5). 25=-52(Ioad case 5), 26S -245008d case 71, 20=-2Nioaci cars 8),19= oad case 6), 18=-31(load case 6), 17-61(Ioad Casa 6). 16..-245(lead case 1) Max Grbv2=4881load ca¢e 1), 14= c't Io Casa 1), 21=124(load case 1), 22=144(loed case 1), 23=150(1Dad C89e 1). 24=136(fesd case 1), 251e192(Ioad came 1). 25=85(load Dasa 5), 20=14400ad case 1), 19=160(load case 1).18-136(0 d case 1), 170192008d case 1),15=e5(toed case e) FORCES 05) • Maximum GvmpresaiottiMasimum Tenala TOP CHORD 4.2e0/92, 2-3=,1391104, 3-4=-103!82, 4-0=•75178.5-0=67(78.8-77.47/103.7.8"46/114, b-0=-551107, 9,1t)s-57/78, 10-11e-57/42, 11.1258/34, 12-13=58/37,13 14=-120162. 14.15z082 BOT CHORD 2-28=-16/131, 25-28s-lefi31, 24-25ce-15181, 23,74=-i8fi37, 22,23:1-16/1 31, 221-22=-16/131, 23.-21..15/131, 19_20= -15/13i,18.19• -18/131,17-18e-1$/131,15.17=-16/131,14-15=-15/131 WENS 8.21=-9710.7-22=418139, 6--23=-12t/56.5-247.-117/48.4.25•-137/61, 3.25=-44/86.9,20=-118/34, 101-19=121/57, 11-18=-117/48, 12-17=187/81, 13_15=33186 RUMS 1) Wind: ASCE 7.98: 9flnph; hrr25ft; TCD).08.0peb 80D15.0psf; Category 9; Exp 8; enclosed; MWFRS 9ab(o end low cantilever lett and right exposed ; end vertical left end right exposed; Lumber 00L81.60 plate grtp 001=1.80. 2) Truss designed far wind loads in the plans of MP trVSS•.RndY, Fat studs 8;9 0684 to wind kwmtat to the fake), see M[Tek "Slander(' Oat/. End Daher 3) TCLL: ASCE 7-02; Pr=35,0 pet (fiat roof snow); Category 9; Exp 8; Partially Exp.: C1.1.1 4) This truss frac been checked for uniform anew load only. except as noted. 5) This truss has been designed for greater of min roof live bad of 10.0 of or 1,00 times flat roof load of 35.0 ad 0n Overhangs non-co►rcomint wfth other live toads. B 1)W talcs$ has been designed for a ID,D pat bottom chard Rue load natteoncuirtrnt with any other Sive toads- ? AR pat ane 2x4 M1120 artless otherwise indicated. Continued on ....... 2 09/18/2006 18:54 6514638410 TERRY Job tl5421R2 Trus FUG Truss YPa RUEENPAS1 iiniveasei Forest Products , i *wl ota. 56254 NOTE$ 6) Gable rtgyires continuous bottom ahem bearing. 9) Gable Muds spaced al 1-4-0 oc, 10) PmWge mechanical ppnhectton (by Others) 01 /MSS to bearing Mste Cgpsb s at wtthstan0in(j 100 ib u aft at joint 2, 13310 uplift at joint 14. 25 ib uplift et pint 22, 43 %b Witt at joint 23, 32 tb uplift at joint 24, 626/ wait at Writ 25, 246 lb uplift at joint 26.20 tb uplift at joint 20, 45 tb uplift et joint 19, 31 lb uptftt at f olnt 16, 61 ib wan at joint 17 and 245113 waft at joint 16. LOAD CASe(53 Stands/0 Qty _ 'Wi— ll Q.31► 9 Mar S M Refer rr►cs ( b M�i fit 27 14:11,562006 Pao 2 JP Bush/Morrissey Addltion!LS PAGE 04 -7533k 09/18/2006 18:54 6514638410 TERRY PAGE 05 .roe 6111421R2 Truss RAI Thaw Type QUEE dST Qty 3 1 PN 4 s Mer $ .IP Bas�hlMcn1sssy AddIOo ll,3 .s Refaterrs :.; -L_?_ 2006/47Mt tndvaelea.Inn The .lri 27 14:13S2 1 + • 154.0 e� 744 ih►hneesi Faeet is Mc., Mimeo* 141$4264 5.200 X440 344 i__,____. 740 114.15 ¢ ,, f ,,, 1 l 1.0.0 344 34115 341-15 3-1 344scree i 4a41M0= 4 `! buts k. ale (Tr ii4A Or/ � 6 Oli _,— II 411 1) II era MOM li 34 1111126= 7 1540 740 7.,14 TCLLLOADING {4 6.0 BP/4040 2-04 CBI DEPL In ON) IMO Lid HP i LA1E$ {TRIP Melee tomato 1.18 TO 0.4D Varr(t1_) -0.08 Ne 244 i -1871144 TCDL 10 Lumber Increase 1.15 BC 0.89 Vbrt(TL) -0_1t 6.6 a •999 180 MU. 0.0 &nth NICE YES W8 023 Horz(TL) 0.02 6 nht rda .... 10.o Code IRC2000JANSBs (Matrix) Weight 66 lb LUMBER BRACING TOP CHORD 2 X 4 SPF Ne.2 TCP CHORD Sheathed erg-10-10ee weft, SOT CHORD 2 X 4 $PFF Nc.2 BOT CHORD Rigid ceiling Avidly applied or 10.0.0 ac bracing. WEBS 2 X 3 SPF No.3 WElIcit Left: 2 X 4 SPF No.a, Right: 2 X 4 $PF 040.3 REACTIONS (7bistes) 2=1002193A 81002-3-8 Mut 410Z .t4,2(10ld oath 4) Max Up612=1i7(toyd cases}, 5=-117(load case 6) FORCES (lb) - Maximum COMpreasioniMaximure TAne40 TOP C. 404 D 1,2x/83.2-3 872I5T, 3-4..723I72, 4.5$723/72, 54=-872/07, $-7.0/03 BOT CHORD 2-8=452, 9.6=01652 WEBS 3 .1821'89, 4-8e01368, 0.8=-192196 NOTE8 1) Wand: ASCE 746 lithatatt tt=261t, TC151 5.0ps1. BCQtk6.0p . Ca1agaty It. Exp It enclosed: MFRS soma and sone,; eenti)ever lett and right exposed : end voided left and ' ennead; Lumber 0OLe1.60 ptaete Trip DO1-otea. 2) TCLL: ASCE 7-02: Pf.38.0 oaf (Nat roof snow); Catagor f It Exp 8; Partially Exp.: C1*1.1 3) Tilts Huss has bean backed for uniform anow bad oat% except as now, 4) This truss hes boon designed for premier of ruin roof Pa fond of 18.0 pet ar 1.00 times Oat root load of 35.1) psf on overhangs non.Goncur18M with other live Loads. 5) TMS truth hes been designed fora 100 pat bottom chalet live bad noncnneurrent Wftn any oesur live reads. 8) Provide mechanical comedian (by ;Ahem) of bum w boadn9 plate capable of withstanding 1171b weft et joint 2 and 1171b uplift at jobr! 6. LOAD CABE4S) Standard 09/18/2006 18:54 6514638410 TERRY i Job -trues T''P`iui3s' Type !68421R2 R5 FAN tiriveryalvieSlirrotlUClSlriC., MlnneC48, MN 56264 .1 -2-0-0 4-11-16 9-1142 14-11$ 7 -0 2-0-0 4-11-16 4-11-12 4-11-12 04-0 3x4 M8120, 2,. 3 5.00 (1' 44 51I1204, 34 MII2D•'.i 5 3x4 3012011 4411020- 34 MII20 II 7 6 01y 8 83341-N2011 34 M112011 93x4 Mu20 3x6 M11204::, 10 lir 3x4 MIRRO II 12 13 14 PAGE 06 �JP -7533' 8ushlMo►rissey Additior�lLS_..._-_ 1 'Job Reference 5300onel) --- 6.2005 Mar 5 2006 MlTelr Indu54R5, hie. Thu Jul 271(1;41$02006 ruga 28.7 --- -H 3340 _ 13.1$ 4-0$ Scale= 1:77.0 34 MI120 t I 26 444140"i" 3a1 x8M1t20"i 16 3x6 1,11120!a,` 16 I4P 23 22 21 20 19 10 ,Y•..` I; IItQv 6x12119120:= 3x4 M02011 3x4 MII20 II i',\ 17 to I.. 3x4 MII20 I 1 3,4 0332011 .,�c 25 34 MIt201i 34 M020 I 1 3R4 0102011 .. .... _.. ... -- ..._ -- ._.._._......-....... sem, .._..... . 9-11-12 149-12 14741-8 28 y7$ 9-11-12 4-104 0-1-12 13-8-0 Plate Offsets (X,YJ Q;4:t;E,dpcj f !etas Increase 115 I T _,....,..._�.....__._ .._...._..._._.....___..._. - ........._.._.. LOADING (psi SPACING �! �^ 5f OEM., in IOv I/dell TCf1 35.0 , ( ) (Root Snow=35.0) C 0.50 ( Vert(LL) -0.21 2-26 7,840 TCDL 10.0 Lumber Increase 1 15 ! BC 0.60 Vert(1"L) -0.42 2-26 :'421 (5011. 0.0 Rep Stress Ince Y8$ I W8 0.67 I Horz(TI.) 0.01 16 h1 BCDL 10.0 Code IRC2000/ANSI95 I (Matrix) Ud PLATES GRIP 240 1 M1120 197/144 180 n/a Weight: 172 Ib LUMBER BRACING TOP CHORD 2 X 4 SPF No.2 TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SPF No.2 `Except' BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except' 82 2 X 4 SPF nt0, 3 10-0.0 oc bracing: 2-26.24-•25 WEBS 2 X 4 SPF No.3 1 Row et midpt 6-24 OTHERS 2 X 4 SPF No.3 WEBS 1 Row at midpt 7-24, 8-23 WEDGE Left 2 X 4 SPF No.3 REACTIONS (Ib/size) 2="913/0-3.5, 25=1910-3.8, 24=1095413-8-0. 1 5=15/13,4-0. 23=164/13-8-0.22=227/1340, 21-215/13.8-0 20-274/13-8-0, 19=205/13-8.0. 16=274113-8-0. 16=418f0-3-8 Max Horz 2=-279(1oao case S) Max L/pliiI24-96(10x1 case 5). 24=-131(load case 5), 15=-91()oad Cast 7). 27=-68(load case 6). 7.1=-54(load case 6), 20= 59(load case 6), 19=-46(load case 6). 13=-96(load case 6), 16=-2.23(load case 6) Max faav2=913(load case 1), 25=33(h ad case 2), 24-1096(1=ad case 1), 15=2350oad base 6), 23=164(load case 1), 22=227(load case 1), 21=218(1o43d case 1). 70=224(loacl case 1). 19=206(loed Case 1). 18=274(load case 1), 16=415(loed case 1) FORGES (Ib) -• Maximum Compression/Maximum Tension TOP CHORD 1-2'40/93, 2-3=-796/158, 3-4=-440/160, 4-5=-192/176. 5-6=-57/300 6-7=0/183, 7-6=-61194, 8-9=0/219. 9-10=0/223, 10-11/222. 11-12=0/125. 12-13=..30/223, 13-14=-85/220. 14-15=-156/237, 15-16=-1321175. 16-17=0/116 BOT CHC')) D 2.28=-118/516. 25-26=-18/2, 24.25=0/0, 6.24=-373/97, 23.24=-135/259, 22-23=-135,259, 21-22=-135/259, 20-71=-1351259, 19-20=-135/259, 15-19=135/259. 16-18=•'135/159 WEBS 3-28=-349/139, 5-26- 23/361, 24-26=•.19/273. 5-24_-586/166. 7-24=.-145/0.8.23=128/1, 9.72=-186!88, 10.21=-179f75, 12-20=-182/78. 13-19=-174/72. 14••16=-207/97 NOTES 1) Wind; ASCO 7-98; 90mph; h=258: TCD(.=5.0psf. SCOL=5.0psf; Category II; Exp. 6; enclosed; MIM RS gable end zone. cansiever lett and right exposed : end vertical left and right exposed; Lumber 0OL=1 511 plate, grip DCL=1 60. 2) Truss designed for wind loads in are plane of the truss only. For Studs exposed to wind (normal to the face). see MiTek "Standard Gable End Detail" 3) TCLL: ASCE 7-02: PI=35 0 psi (flat roof snow); Category 11; Exp S: Partially Exp.: Ct=1.1 4) This truss has been Checked for uniform snow load Only, except as noted. 5) This truss has been designed for greater 01' min roof live load of 16.0 psf or 1.00 times flat roof load of 35 0 psf an overhangs non -concurrent with other live loads. Pf !?,designed for a 10,0 sf bottom chord Ave bad nonconcurrrxitwrth a11y other live loads. 09/18/2006 18:54 6514638410 TERRY PAGE 07 i.!on !68421R2 •rtrue.& 1 ypiit !R5 FAN 1)nwemv1occiv Firiciductiii I ii1; lvliurst(*z.t. MN NOTES 11) (.4iable studs Epae:ed at 111„.4).1) Promitliit corinet.itiou .by v.) tst Tow, fu bogging plige vothstmiiiditli? .96 lb uplift at join1 2.• 31 Ib upliilt ttoor 34. I iplitt at joint 15 saIb Liplif at joint 2'2. 54 lb yolift at lotm 21 '1)6Iboblittt pint 20 46 lb joinc. 13 1)ti Ib twilit art t.ari1,,01 221 t uplitt at )oint 16 : Beveleo plate! el rtPon, roomed 10 orovyac full orrtatrt19 !:tzrfaco vvrtli truss, (lord art jointkai -2533e 013 " JP Busli/Morriisey Addttionfl_S 8 .k•frIp.rict: (optoner • tii.i5;; RAR, industies. inG LOAD CASE(S) Stirri 09/18/2006 18:54 6514638410 TERRY PAGE 08 -7533 1.1olvemai Psyst PAW i* hw,141mwas, MY 00364 Scale 1:70.1 ��r.!_ _ V!*ni V 74 f:lV-VA, 474747474W~ 4.474' x.474:4.i i 4741.4 :Pi's 474T '.4+'4W4314:e~e474 414 1.33373336348=33$11e ! 51 EB 49 48 47 45 40 44 48 seal Bob 43940 tt P( O _ 0C [2 ' S [a0f PIC 0� 1-13 dtl41 1•a!-ts, duej ttAo)palf) TCt„L 35.0 (Roar 8nanr=35.0) TCDL 10.0 BCL(. 0.0 BCDL 10.0 SPACING 2.041 Pleb Increase 1.15 Lumber Vase 1.15 Rep sten YE Code tIR 2 afAN 86 ca[ TC 0.50 8C 0.25 WB 0.23 (MoSix) OEM le (oc) Udell fid Vett(LL) 0.00 2 7909 240 Vprf(TL) 0.00 2 >989 180 Herz(rL) 0.03 28 ole obi PLATES GRIP :8120 1971141 Weight 227 Ib WAVIER BRACING TOP CHORD 2 X 4 SPF No2 TCP CHORD Sheathed ar 0.0.0 oc point BOT CHORD 2F X PF4 NC 2' BOT CHORD Rad eels; Iry 1Y spelled1G441. mot oc dradn at mIcliX 15-40 OTHERS 2 X 4 SPF Nab WEBS 1 Row at mldpt 169,14-42, 13-43, 12-44, 17-38 WEDGE Lab 2X4SPF Np.3 REACTIONS 01340r) 2'47574, 41=12/28.74 40=82/28-74, 27=48128.7.8, 98=111 -74, 42=94!28-7-8 43.151f28-7-8, 44-147428.7-4.. 45147126-7.4, 483147123-74, 472.1471213.74, 48=1415/28-74, 49=140!28-7-8, 5 13538-7-4, 51=10¢128-7.8, 52=-183/28-74, 35 147Ize-7-8, 37'148l26-7-5, 38e14812g.7-8, 35=147128-7-8 34=147/28-74.33=14828-7-8.32=148128-7-8, 31=138/28-7-8 30=183128.7.8• AAmt Hour..-279(Inad Cass 3) Max1--274(laaa case 3), 41-28(laad one 4). 40=-.4(to case 3), 27 —124(tad case 7), 39-12((oad case 4), 42=-1 Wilted case E) case 5), 44"-400iaad case 5,), 453.370aad Goss 5), 4&-980aad case 5). 47-3E(ioad case 5), 48m- ad rase 5), 44P-31100.8 mea 5), $0 420oad case 5), S'- 02(Iosd case 5), 52=-245(losd Gees 7), 37 51Qaed case 6), 36r40(load rase 8), 35a370oed ase c8). 8 6), 5 7(loatd case e), 32-.4a(load emse . ). 31-2�O5aad c e), t(Ioad ), 21227(lead rase 8) Mat Gav2e475(Mad ma 1), 41c1 Woad Me 0), 40•13Z tad cote 1), 27=143(ltad case 6), 39.434(3e*41 Case ccs 1),a e 1), 48 140((oad case 1), 49.149(load case 1), 5 1138(IGad cCON 1) 43•151(kaal =sail 44111470mi ma 1), 4.5w1475oad cue 1),�1), 51=182(10adca a 1), 52=1310oad Me 3), 31k147(loadcase 1), 37=148(loadcase 1), 38148(ioad ass 1). 35=147(1oed case 1), 34=147(I0ed rases 1), 33++148( i&1 case 1), 3ze148(toad Cees 1) 31=1391Toadcase 1), 31M11300ad f.ms 1), z8=425(faedcase 1) Contmed on recta 2 09/18/2006 18:54 6514638410 Job 1$42182 TERRY PAGE 09 7533 8 Urban! FIe k711 Ina,. Mateo MIH 59194 FORM (8,) . Maximum Compie elenNINO149r1 Tdr lien TOP CHORD 1.2-0192, 2-3=339/349.11-40•-271R92, 22442i286, 5-13217/2113, 9-7=-191/290, 74P-1651297, 8. 1401309, 9-1 -114/324, ia.11=-11W331, 11-12=49535A12-1 4375, 13-1 - 14-13211411,15-tee-29%+940:16,17-44►57 17-11-43/379,113-11--4253354 18- 1, 20,2104572 53, 21-2-42/245, 22-2x-421:14, 23-24 -421175, 24-25-21136, 25-29=-43(108, 29-21=-20149, 27-23-130/177. 20-20=01110 9(3T CHORD 2.52+-1W84, 51-62=-16534, 50G51=4B1i84, 5ft-1$/84, 4943=-18/84.47-48'-16/04, 45.47=-10/84, 4546=-18184, 44-45T-18/84, 43-44=46164, 42481..19/94, 41-4219184, 4041.0 O 14-40-w-122112, 39-40-16187, 38-3e=19/87, 37-350-16/$7, 39-37=40197, 101(17, 34-319/97, 3334.19197, 32-33•10037, 31~''X9.•-19/61, 39.3118/67, 27-330=16197 WE89 13-22/0,14 2.81190,13-49-122390,12-44 -121/51,11 120/61, 9-46'-120%151, 9-41=120/51, 7 120/51, 6.49=120/51, 55042-117149, a f.. -137M3, 3.52.4hI18,17-38=-12t1fi 18-37z121439, 19-.'9120152, 29 ,35+120/50, 22 120151, 2 120151, 24-32-120f52, 25.31..44 N7, 28-30e-18070 e2tesMtsr 5 ei< 3huJid2716141.1' 06 Paw NOTES 1) ri�h^ASC l a�55fl T 1 5 Calgary n; p B; endeeed; M 1V 8 gable and was a 'ar td/ and right expound ; e ndverScei 2)t wooed; Lumber Truss designed l0 psi ti k Catenary h Fd exposed na; to wind Srwrmal to the face), sae t1CTak"Standard Cte End Doh, 4) Thistnwe hies been dredged ter uniform snow tried el* lettiFI ss nt$ed. 5) Thalmann hear &Deigned for greeter of nen root 110,1oad of 19.0 p/f or 1,00timse tat rod load of 15,9psf or median. rraFasneeeeentMbar he leads. 6) Mkt= him leen demisted far a 10.0 pal Ganem chord ivy lead flelmilowfM1116401afar atter live bads, 7) Alt plicae are 3x4 M1120 unless adhaewiae indicatad 8) Gable Muds /paced at 1-44 oc, 9) Bearing atie/x(s) 40 considers parallel to grain vale RHBtRPI 1 angle to gran formula gilding designer *multi verify capacity IrOf bearing surface. 10) Provide mechanical connection (by others) of VMS to p plate capable of withstanding Z74 b uplift et iaint Z 28 Ib up1Nt at Joint 41, 411) upilfr *joint 40, 121 lb uplift47, 37 lb u *lotto 48, 39 o joint 40, 37 br42' 40 tb Uplift 0 82 6 4i pliidle** 5 , , 97 ibjcuplift2 j51 u, 38 et uplift 7 joint 48, 3131), up11t at6 joint jnfrt� uplift *joint S2, 51 tit uplift et joint s?, 40 b up4pt at joint 36, 37 b upttlt /t faint � 38 D upNft dicks 34, 37 5+wig ot �40 b upfilt *5* t 92, 281b uplift at)ant 31, 911b uplift at joint 30 end 22T ifstrpidt atiaant28. 1i) Bowled plata orsneooxaquhedtopravIdsfulbaatatpd� ctwflhtruseCttnrdatlokrt(a)28. woo CAS standard d4421IR1 Trues GEi titAersallontetPreducleinc.,I0inned%NH552ei Trues type MONO MUSS 14-0 9444 11.345 Se4 men ZOMB01i 5 2061144 II 11A6(i X4111 s B411112011 5 bit MUM 11 411_1 4 7 11 15 14 13 12 1111 4sellseem ,'04 II 2s4 4112111 b:4Mae It 204MEM U {Ned 11 2resale2Dif 0641 ado .1 LOADING (gaff) TOLL 35,0 (jird Snow=38.01 TCOL 10.0 BCa 0.0 DCDL 1Q_0 LUMBER TOP CHORD 2 X 4 SW No.2 BUT CHORD 2 X 4 BPF No.2 WEBS 2 X 4 SPF No.8 OTHERS 2 X 4 SPF No.3 WEDGE Let 2X4SPF14o.3 SPAOP4O 2-0-0 Plates increase 1.15 Lumber increase 1.16 Rap Stress bier YES Code IRC2000/AN8196 Cel TG 0.3T SIC 0.02 WB 0.06 () DEL In (IOC) WWI Lfd PLATES GRIP Ver10-1,) -006 89 tat 120 &*50 1971144 Verl('IL) -0.06 8-0 nlr 90 Hoa(TL) 0.00 10 r*s net Weight 56 Ib BRACING TOP CHORD Sheeted or 54410o Penn. except and Veronese, ear CHORD Rigid twerp Greatly applies or 10-0-4 oc bracing. WEDS 1 Row et midpt 8-11 REACTIONS 09lai9a) 2=288/8-0-0,10 /8-0-0,11,34818-0-0.16-49l8434. 15m1681844, 14-1411180-0. 13=136N-04, 12.418-0-0 fleas Hors2=278(bad Case 4) Mss UPI t 2=108(toad Germ 3).11 -150(Ioad 60$ 4). 16--874krad rasa 7), t$g44110ad case 6), 14w.4OQoad S -o® 6j, 43--48(brd ease 6),12•461load bate 7) Max Gray 2r288(load case 1),1(60vNd case 2).114343(foad case 1). 15101160oad case 3),18=1138(ivad mum 1), 14=148(load case 1),131,139(bsd case 1),12m68(loed GOSe 6) - Madman ension TOP CHORD -2-011, 240404/158.3.4 -202/131 446-222/129, 5.61..192/122.5-771671123. 74--1f99197. 8-11x330105 9O1CHORD 2-16•-45169. 15-160-46169, 14-15=-409/51),1$14•-46/69, 12-131x4515 , 11-12=-45189. 10-1 I=0/0 WEBS 3-16=-01/57. 4-16--142J77, 5.141.121161.5-13x-112182.7-12=46/110 NOTES 1) Wind. ASCE 748; 90mph; (x=258; TCDL=5.Opet OCOi.-5.0psf: Category 11; Exp 13: enciaaad; MFRS his and zona: cantilever left and right eapOsed : end verticil left and right exposed; Lumber DOLE1.60 piste grip DOL=1+60. 2) Truss dersigned for wird loads in the plane of dm Muss only, For studs ax»osed to wind (normal to bre rias), sea MITA "Stands d Gable End Datalr 4) This buss has checked 'misinform snow CilegoryS B: Par6aey 6kp.; pt=1.1 8) nos truss has bean only. calexcept aa aaexd. designed li hu greater of min roof live load o415 4 pad a 1,00 *MI OM roof load of we reef an 6) evements nen�nt.4Ih other two renters designed for a 10,0 psf bonen chord 5* load nonconcwrand with any other *1ve loads. 7) Gable requires continuous bottom chord bearing. 8) Gable studs spaced at 1-40 oc. 9) Provide machanicel connection (by others) of bliss to bearing plate capable of withstanding 1081b «p66 al joint 2, 189 6i upbft at loan! 11, 57 fb up5 t *joint 18, 6410 up8ft at jai t 18.48 lo uplift ad joint 14, 48 Ib uplift at OW 13 and 86 lb Win 01 joint 12, LOAD CAMS; sterner; Z0 3Jdd AZI 31 01178E917199 11:61 900Z/8T/60 Job 10421R1 Trues R2 Universal Forest Praduds Inc., tannedr,IAN 50204 Bora Type QUEEN PORT 14, JP Bushell a 1oaay Addition/LS Refsrener 1 _ *NW 63006 Wek h dusktes, hrc Fd.wl21 10:01:142006 Pogo i S44141 _� 10.0.1 { 13.6.0 1, 11-0 1.0.0 1.445 76714 344 3415 140 4etrasa = LOADING Ong TOLL 36.0 (Roof Snow=36.0) TL'DL 160 SOU 4R 601 10.0 unesaR TOP CHORD 2 X 4 SPF 140.2 BOT CHORD 2 X 4 SPFNo.2 WEBS 2X3SPF No.3 WEDGE Lett 2 X 4 SPF Na.3, Right 2 X 4 SPF NO.3 1340 1144 SPACING 20-0 Flakes Increase 1.15 Lumber increase 1.15 Coda tIRC2000/ANSI95 CSI TO 0.30 BC 0.31 WB 0.23 (Matrix) 0+0 bears u tses fQL In (plc) I1d.A t/d Ywt(LL) -0A4 6-8 499 240 Vert(TL) .0.07 2-8 >999 180 140rf:(7L) 0.01 6 nip We PLATES GM A6120 197/144 Weight 64 Ib MIMING TOP CHORD Sheathed or 64.0 oo matins. 80T CHORD Rigid oiling dkecfy applied or 10-0-0 oc *acing. REACTIONS (Jb/shre) 2=870/0.34. 8-870/'0-3.8 Max ftorz2=1522(koad case 3) Max UpIM12---88((Ia8d case 5), 6--86(kma case e) FORCES (Ib) - Maximum Com WessionIMardmum Tension TOP CHORD 1-2=0/84, 2.32822/81, 3-4-611/83, 4.6=-811/83, 5-6N-822/81, 6.750184 DOT CHORD 2-8=-43/602, 6.5-MO2 WEBS 343•-171/106., 4-612-2111312, 6..8=-1711106 NOTES 1) Wind: ASCE 7.98 mph; ha25ft TCDLs6,0pst BCD11+5,0psf Category It Exp 0; enclosed: MWFRS gable end zone; cantilever lett and right exposed ; end vertical left and right exposed: Lumber 00L=1 AO plate grip DQL=1 B0. 2) TCLL: ASCE 7.02: Pf.35.0 pet (Set rear avast Category 9: Exp 0; Partially Exp.: Ct=1.i 3) This trues has been checked for uniform snow load only, except as noted. 4) This truss has been designed for greater of min roof live load of 16,0 psi or IMO times Sat roof Coati of 35.0 psi on overhangs non-oonous1+trnt with other ave toads. 5) This truss Nes been designed tor a 10.0 psi bottom chord live toad nanooncurrant with any otter Ova toad,_ 6) PrOVide meditation l connection (by others) of truss *bearing plate capable of wlthetanding 88 lo uplift at Old 2 and 88 lo uplift **int 5. LOAD CASES) Standard Z0 3SVd Adda 0Z08E9'1199 ZZ:6Z 900Z/8Z/60 II MIA eras 43UBENPO$r FreestP 'nodus MM1eolo. 66284 21100t15201)¢ Peva 144 4r4r11em= 610116 1441. 1 144 204 114,1) 11 7 Wiles X BA AMMO li 6 3 2x4 waxen Hies fir 5 1st IMMO 11 Sho4 MOD II 4 10 284111141t1 1? 12 13E *MOM If 1- 43 hot MM1to 11 Wawa U 3w4Mll2u II )501.2811 2s411116li 344 MM20 a 2411120 It 74r4MNt811 2s4 MEM 11 416 MINI! 13.54 LOADING (pat) WAGONS 2-0-0 TCLL 35.0 Plebs die 1.15 (Ralf Snow036.0) TcDL mu . 11611btlf Increaser 1.16 SOU_ 0.0 Rap 8btrss bier YES t f0-0 Cole IRC2000/XN.Sig6 LUMBER TOP CHORD 2 X 4 SPF No.2 ROT CHORD 2 X 4 SPF No.2 OTHERS 2 x 4 RPF No.3 WEDGE Lett 2 X4 SPF No.3, Right: 2 X 4 SPF N4.3 CSI TC 0.26 BC 0.14 WO OM (Matrix) DER. in (bc) vVrt(TLL} -0.02 13 HHc1z(TL) 0.00 12 Udall Ltd PLATF$ GRP n/r 120 144120 1971144 nIr 90 sue Wm WHOM: 77 Ib BRACING TOP CHORD Sho.thsd 0r 64pc pu 4k ,. ,h�e BOT CHORD Rigid ceiling i y applied or 10.0-0 oc bracing, REAG110NS Pb/size) 2=312/135-0. 120312/1344. 180110/13,5 o, 10•146/13-6-0. 200142113.6.0, 21.171/13-5-0, 22-45M3.6-0,17=145113.5.0,16=142/13.6.0. 15=171/13.5.0,1448/13.5..0 Max Hors20-152(load case 3) Max Up11f 20-66 kind case 3),120-33(toad rase 4), 15=35(Ioed case 5), 20 '50(load case 5)4 21= -&{(load Cas* 5). 220670oad case 7), 170-30(loed case 6),16=.82(I0ed case 6), 16.66(Icad case 0),14-57(load case 7) Max Lllav2e312(1c0 ca*e 1), 12e312(lcad Caere 16 16=11N: bad 4aae 8), 194146(load Case II), 20-142(foed Case 1), 21hc171(IC61 case 1), 2245(toad case 2).170146(load case 1), 15.142(108 1 Calle 1), 1{=471(lead case 1114.4t35(load case 2) 'mottoes (lb) - Maximum Tension TOP CHORD 1-200/81, 2-30-145/07. 3 104/81, 4-50-71/77. 5-60-71)95. 8-7=-69H10, 74=-69/100. 0-90-71/82, 9-10=-71/37,10-11=-65/40,11-12.-10563, 12-1300/61 1307 CHORD 2-220-191180, 21.22-=19/140, 20-210-10/150,10-200,18/150, 15-190-19/150, 17-1$=-19/150,18-17=-1W150. 16-1 10/150, 14-150.19/150. 12-14--191160 WEBS 7-113=-1011'0 Lieu 117148 6.20=420/66, 4.21= -128/66.3.228 -antis, 5.17--117143, 0-160-1206 10-16=126/66,11.14r+.bbi61 NOTES 1) Wind ASCE 7-98; 90mph: h=25f1: TCDLr6.0pst BCDL=5.Op 1; Category it Exp e; enclosed; /MFRS . , _ errs zone; cantilever NH and fight a mused ; end vertical lett end right sxpoeeo: Lumber DQL=i_no plats grip DOL=1 0.• 2) Truss d.signed for wind Iberia in ins plane of the truss only. For studs seamed to wind (rorrnal to the f ). see MiTek 'Standard Gable End Detre 3j TCLL: ASCI: 7-02; Pfe36.0 psi (Mat mot snow); Category ti; Exp 8; ParVaI1y Exp.; Ct"1.1 4) Thin b' iss kilt been checked for uniform snow toad only, elcospl u nctod. 6) This truss thea been designed for greener of min root lira toed 0119.0 pal or 1.00 times flet root load at 95. pe on overhangs non -concurrent with Other We (Dads. 6)1111s miss, has been designed fora 10.0 est bottom chord Ove load nonconcudent with any other We 7) Old* requires Conenluolnl bottom chord beaddng. 0) (Gable studs spaded et 1.44 oa. Continued on Dane 2_ E0 3Jad hada 9Tb8E90T99 TT:6T 9002/81/60 48421121 Job Unbosom] I Faoast Trues TYPO R20 001ENPQST Burhaartismy 1 0.200s Mar 2000Wok askadriaa,Inc. .ii2110:01_•1$40g 1 2i22 NU= 9) Provide mechanical connection (by others) of trersa to beat nQ plate capable of withstanding 65 ib uplift at uplift at Joint 20.65 lb uplift at Pint 21.67Its Wdit at Jabs 22.90 ib uplift et joint 17.621b opt* at Jou 16, WOAD CASE Standard PO 3SVd int 2.33 Ib uplift at Joint 12.35 Ib uplift at joint 19.50 lh tb upilR at Joist IS apd 67 ib uplift a1 joker 16. AZ1e13 L OTb8E9bT59 TT:6T 900Z/8T/60 . 1-71.1ii--------III;;rype , 01V 711( JP EfLatta3Orrissey Addition/LS 64421R1 R3 ATTIC 3 ! 1 i , i 1 ,), Universal Forest Products Inc., Minneota, MN 56264 6.200 * Mar 6 2;);f:rilef=tariaTinE:PFIJII.10:0E2-0-5-67iFi -144 3-74 10-1-14 /7.1-13 19-11-4 22-7-1S 264-0 ,AZ,1_4A 1-64 3-7-1 2-8-11 3-104 241-10 2-11-16 1-104 24-11 14-1 1-64 axe MI120 == Theo 1 3x6rmi2o7. .,••••04",‘ 3x6 X11120.., ss, q 14041130 Il v‘ ,.- 602 ren20,;l, 2, / 7.' \ T 7 •,,,, re/ ''\ , ell /lir- • \ 13ia l',/. sofa sari313:', 16 13 14 ax$ tatt.',‘ 00110120'. axa 1111120-- 3x4 M120 0 3x4m1l21 fei12144120,3, axe ilatclict ; 10 .002 WY./ 8414820- - 19-11-4 22-7-15 3,7-1 24-11 13-7-8 24-11 17-1 -.„.....—„...__ Plate 017546 (X Y}7 (2.0-2.6.0-2-8) 4:0-8-0 Ett2a1120..040,F.ciciel, 4412L 11;0 -4-00.4-12l LOADING (psf1 TCLL 35.0 SpAchNO 2-0-i) i 081 OEFL in iioc) lidefi Lid , PLATES acme = Aitt.gS. (toof w35.Q) TCDL 10.0 BCLI, 0,0 Ber)L. 10.0 P*144 ineRtase 1,1:.; ! TC 0.70 Ver1(LL) 444 14-16 :,89? 240 : M1120 197/144 Lumber increase 3.15 • GO 0.60 Vert(TL) -047 14-16 ').4843 latt Pep Stress Inc,' VE WB 0.77 Horz(TI„) 0.03 /2 n/a riia Code IRC2000/ANSI95 — (Matrix) LumeeR BRACING TOP CHORD 2 X 8 SYP DSS "Except' TOP CHORD Sheathed or 14-11 oc perlinfl 11 2 X 4 SPF 2100F 1.8E, T1 2 X 4 SPF 2100F 1,8E BOT CHORD Rigid ceiling already applied m10-0-0 oc bracing. SOT C;HORD 2 X 10 SPF No.2 JOINTS 1 Brace at JI(30 17 WEBS 2 X4 SP V 140.3 'Except' W2 2 X. 8 SPl" No.3. W2 2 x 6 63pit No,2 REACTIONS (Ihisiza) 2=241710-5-8, 12=2417/0-5-8 Max Horz 2=280(ioacl case 4) FORCES (Sb). Maximum COMpie*SiOn/Meiximurn Tension TOP CHORD 1-26=0l87. 2-3=-3277/0. •a-4--3086/0, 45-2802/0, 5-6=-1 Rodi0,13,74,36;61 r, 6-9=-1901i1G, 9-10=-2902/9, 10-11=-348610, 11-12.327t0, 12-13:--0/97 BOT CHORD 2-16.0/2277, 15-16a(3/1870, 14 -15 12-14=0/227? WEBS 6-17=-2388/0, 8-17=-2388/0, 6-16=0/1499, 9-14o/j499, 3-10=-617/109, 11-14=-617/109, 7-17=4)/203 NOTES 1) Wind: ASCE 7-98: 90mph: )2511: TCDLe5.OpSf:13ODLY/6,Opsf: Category 9; Exp fi; en ciosed; Arn/FRG obi4 end t one; panillavor lea and right exposed ; end vertical left and right exposed. Lumber E)0/..1.60 plate gnp DOL=1,80, 2) TCL; ASCE 7,02; P(=35.0 psr (flat root snow); Category li; Exp 8; Partially Exp,; C1=1.1 3) This truss has bean chabitz)t) ;or Lindarm ltiOni !sad only. *xcept ag noted. 4) MS treks has beer, dosioned fol {psalm' of Min roof live load of 16.0 pd or 1.00 Times fiat (be lOad Of 35.0 per on overhangs non-ooncurrent with other live loads. 8) Thle truss has titian deigned for a 10.(1 psi bottom chord live load noricOncuiTent with any outer live loads. 6) Ceiling dead toad (10.0 psf) on Mernbar(s). 5,8- 84 6.17. 8-17 71 Bottom Chord live load (40.0 pet and additional bottom chord dead load (10.0 psf) applied only to room. 14-16 LOAD CASEIS) $larrdato -J g0 39Vd R&M 0'1178E917-EG9 TUGT 900Z/8T/60 d8421R1 TlTrt4$ Type RSA ATTIC Q 2 Fig Untsana t Forest Prod /car Inc,, M nolo,144 601284 1 PBuehOdorrleasy lab 8.200 s Mtr 61 hal Fri Ad 21 i 152008 Pops 1412 1 11.10.E 13.1 1 - 24143 241-10 eaeerso= 10.11 310,2 22.741 11.8 3.7-1 141184141 34-1 040 twos =1 7 PR* MONS (X. ZJ _22tf-2.8L R4:0 B 0.E 1411 (10:b8.0,Edasl r1 .'1-4, 6"1..(11:0 -110.4-t2I. (18:0.40.0-4-121 TCLOADING ( f) �35.0 8a,ow538.0) 10.0 BOLL 0,0 BcDL , 10.0 LUMBER TOP CHORD 2 X 8 SYP p$$ "except* TOP CHORD Sheathed or 344 oc purkns. T1 2 X 4 SPF 2100F 1.11E, 73 2 X4 SPF 2100F 1.8E SOT CHORD Rigid (Whig directly applied dr 104.0 ac Divicing. BOT CHORD 2 X 10 SPF No.2 JOINTS 1 Wage at Jt(s)c 17 WESS 2 X 4 SPF Np.3 "Except" W22XaSPFNo.2,W22X6SPF Ato,2 SLIDER Right 2 X4 SPF No.3 1-11-3 SPADING 2.44 Plans $ncrsass 1.16 Lumbar karearmt 1218 Rep Stress roar YES Cods 8'tC2000/ANSt06 C61 TO 0.77 SG 0.80 WE 0.78 (Metrix) DEFT, in (log lAle0 L46 V4011) -0451440 N026 240 Vett(TL) 48714-18 3.46$ 160 HongL) 0.03 13 nht rite PLATS ON1P M1120 1971144 Weight 208 b REACTIONS (A/sma) 2=2423/0.6-8, 13e2266/O-54 Max 14022=296(J6ed caw 4) MRCS$ Ob) - Maximum ComprasalonIMexlmcret Tension 7°RP CFIQRD 1-2=0197.2-3-a-32$$/0.3-dn-31022fo, 4.6c-2215/0. 5.6-•1912!18, 8.7+36/320.7-0e37/320..I.0=-i0o bio. 0.10=.2912/0,10-11=-3079411-12=-3177/0,12-13=4288/0 BOT CHORD 2-1650/2288,15-16=0/1881, 14-15=0/1881, 13-14E0/2295 WE84 6.17=-2406/0, 8-17=-240951.6-15=011608, 9-14=0/1503.3-18=-€15/109. 11-14=426/123, 747=0/204 NOTES 1) Wind: ASCE 740; 90,n h; 50251k TIObx5.00 BCI L=6.4psf: Category11; ENP B: ♦rtdtosed: 'MFRS gable end ww1e. cantilever Islt and right exposed ; erne vortcal left and right uxpoaett Lumber DOL=1.80 pial, Op 0O1.=1.110. 2) TC1L; ASCE 7-02: Pfs35.0 pat (flat roof annw); Category lt; Exp B; partially Exp.: Ct=1.1 3) WS Was has been whacked for tmlfonn snow load qtly, a,tcect as noted 4) Thee truss has peen designed for greater of min roof live load 9f t6,0 psf or too lines flat roof toad of 35.0 par oo overhangs non -concurrent with other live toads. 5) This tams has Ween destined fora 10.0 psf bottom chord WVa bad nonconouirant with anyother dve bads. 6) Ceiling dead bad (10.0 psi) on mambar(a). 5-8.8.8.6-17.4.17 7) Boo in chord live Toad (40.0 psf) and additional botlpm chord deed load (10.0 par) applied only 10 room. 14-18 LOAD CASE(S) Mondani 90 3EVd 0T178E9IT99 TT:6T 900Z/8T/60 Job 1R1 Fewest R3B MN 58281 37-1 Trues Type ROOF TRUSS 2 1.84 3.7-4 2441 7 1 .. 4411.11 5.154 CAB leI20 = 061008= tht PH 1 JP BuuhIMartirrry Add(tionlLB Job RNehl11ce.tOCllorhs6 8.200 a Mar 5220500N InduMYlao. Mee FdJu1$f smile agoit" 1- 2844 24.12 84.0 1st lams= spa maka . ! WO 10 Plats LOADING t (psf) T.o (Roof $now -36.0) TCDL 10.0 BOLL 0.0 BCDL 10.0 14 etre ItlOtq= 12 11 arm rime Oa1141M2D It 1442 0-2-8 0.24 4: 0-6-O SPACM{G 2-0-0 ROW MMU.* 1.15 Lumber lnOtJ me 1.15 lisp Stress Ince YES Cods IRC200WANS196 r :i 1;4-7-0 TC 0.90 BC 0.98 W11 0.94 () 10-74 I 25" 21414 2442 040 1 74 4-8 14 .1- 0-4-1 DEFL in Poo) Weal Lid VerELL) -0.6612-14 >840 240 Vett(11.) -0.85 42-14 s355 tgo Hort(TL) 0.02 11 n/a rda 0-2-1 17 Imam =1415.9 0-3-1 PLATES OSP MI120 197/144 Weight 259 Ib LUMPIER TOP CHORD 2 X 8 SW DSS •Exespf T32X6SPF tvo-2, T12X4 SPF 2100P 1.$E BOT CHORD 2 X 10 SYR OSS WEBS 2 X 4 SPF No.3 •Exwep l W2 2 X 8 SPF No..2.W152X8SPFNo.2.W32X4SPFNo.2 We2X5SPF No.2,W72X4SPF2100F1.8E BRACING TOP CHORD BOT CHORD WEISS JOINTS Sheathed Or 3-7-11 or punks, except end ve0icais. RION directly aPpled ar 2.11-10 oc brachia, 1 Raw itt n+Idpt 5-18, 10.11 2 Rowe at 113 pts 10.17, 11-17 1 Brig, at Asp 10 RUMORS (thistle) 2024540-5-8. 11=2512f0-54 Max NOR 2313290ced case 4) PCRToP CFiOft 3)' Maximum Comprat qp nuen xt Tens 1-210197, 2-3s•299410.34=-28051'0.44.2820/0.5.5.1847/0, $ 7e-852/197. 7-8e-76/565 5-13s-762565, 9.10=19711680. 10-11214241192 BOT CHORD 2-14--48/2091, 13 -141K.14/1552,12 -13m-14/1852, 11-12 -20/1x84 WEBS 5-1411/1250„ 12-17 02844, 3-177.1067? 23.8 -15e -133210,16-18=-1511!0.11.17u• 7.15=0!236, 8419.-412/153. 7-16s-395/117, 9.16=-282!1990.6.14=-084/93. 10-17-.2192!177, 11 -17 - NOTES i) Wind: ASCE 7-95: 90mph: h=25lt TCDLu5.OpaF, BCDLe5.0011. Category IL Exp 9, enclosed; fxf.VFRS +and cantilever tett and tight exposed: end verUotrl left And tight exgiaoed; Lumber DCL -1.60 Nat! OD DO1-.1 2) TOLL: ASCE 7.02: Pfe35.0 psf (lint roof snowy Category tk FADS: Pantatly Exp.: Cast .1 3) This buss has bean checked for wib. n atnw bed only except ea noted. 4) TMs bums has bean designed for greater of min roof live toad of 20.0 psf or 1.00 times flat roof bad o135. {rat on 6) Met other tive loads. 6) This has been to tor ted water bonding. 7) a masa Lead n (* da 10.0 psf bottom chant live Toad nonooncrarant with any other live member(s). 5.6, 0-15, 15-18, 18-17 8) Sodom MOO We toad (40.0 Def) and addtOOnOi Were chord dead load (10.0 psi) applied orgy le room.1 -14 LOAD CASE(S) Standard L0 39tId AelN31 0Tb8E9VIS9 11:61 900Z/8T/60 6842181 R3G UtlNereal areal Products Inc., hilrlsele. 410264 LOADING (pst) {TCLL 36.0 g TC 36 Cil. 10.0 Tins* Type ATTIC Jp �ssiy AddW4l411S 1 6.200 s Nat 510TeI fnana6is. kw. Fat If ttko1:19 pass {s 1 2-04-4_1_1_1+141....1-14 l 10 13.14 t 1F1.2 t 18.114 7246.11( 2544 4.44 144 3.44 2.14-7 340,2 244$11/46t145 34042 241-7 344 'f0 24 WOO II MI 1561111 246MI20= i1.Qe ler tOA0IS 6 W11012011 6E12 1116514. 534 3x611135 it 3 M12i0 fer12.1120, 2011M21K, 5 304 w0141I 8arsine 3e4113is S , f L . 11 fen NM* ROW= il 16 -T mc4MNWli 843863\ strelrno u 15 14 = are wont= mos drags= 01112011 *Swim if Mona if arra110120It 3ur41timQIl 34411 10414_ 2 041 2114.0-1 3d 101/! 13 12 344 2.11.7 1344 4 0 Br0 1 12:0255 1A:0-4-0 t 8. 1 /PACING 24-0 Plates Mimes* 1,15 Lumber tncesese 1.16 BOLL 0.0Rep Incr YES 1 CadeS IRCZOpp/ E$ -sats a tzt.ii C31 TC 0.87 8C 0.81 WB 0.81 (Mabtx) LUMBER TOP CHARD 2 X 8 SYP t7$5 •owapt- 112X4SPF 2100F1.8E,T02X4SPF 2100F1.8E BOT CHORD 2 X 10 SPF No.2 WEBS 2 X 4 SPF No -3 'Except* W22X8SPF No-2,41122XaSF* Aia.2 OTHERS 2 X 4 SPF No -3 d Vert(LL) -0.4661-16 Abe 240 VecI(TL) 4.7014-16 '444 180 fiwz(7L) 0.03 12 rata n/a PLATO GRIP Mt120 tffft44 Weight: 22916 B RACING TOP CHORD Sheathed or 2.940 oe Perrins_ iOJ O• T CHORD 1 oa a Ftigid yang y appNed or 1044 oc brealtp. REACTIONS (ihMtrll) Z02418/0-3-13 (Input 0.34). 12 241$/0~9-13 (input: 0.3.8) Maar Rem 2 I0(lsad ease 4) roamTOP RD 2 Tension -3=.333510.3-4w-370710.4411-2912/0.6.6z.192310. 6.7z-32/340, 7-87-331340. 114c-102310. 9-1031-291210. 10417-310M, 11-12z4335/0, 12-1W/05 BOT CHORD 2-16 /2300, 15-18=0/1990.14-18x911899,12-14-0/2300 WEBS 6-1725.2457/0, 8-17=2467#0, 5-1000/1477, 9-14.0/1477.3.10=-847!107. 11-14..8421108.7+17a0/206 NOTES 1) Wind: ASIS 748; Moak Iw254; TCDL=6..oget 8CDLe6.Opsf; Category 11; Exp B; 4961556d: /MFRS gable end mets: cantilever left and right exposed : and verde.* leg and right exposed; Lumber 001,-1.60 plate grip OQL.+.1.40, 2) Truss designed for wind bade In the plana of the truss artly. For studs exposed to wird (name* to tee taco). see terra 'Standard Cable End Dater 3) TCLL: ASCE 7.02.: Ph53&0 peg (gat roof -naw) Celegoty lk Exp 8; Partially Exp.; Ct.1.1 4) This buss has been checked for uni(arth snow load mdy, except as noted. 5) Tula tnts4 Ips been.dasigned far traater of nnlr roof Bare Toad of 16.0 psf or 1.00 times 110t roof toad of 35.0 pal on overhangs nomsonctlrratt with other Wm loads. 6) This truss has been designed for a 10:0 pal bottom chord Rare toad nonconcunent with any other live loads. 7) 411bbs on* spaced* 1.40 on. 8) Off 9) Baden% sherd lideed ve lend (4400.0 pet) itional bottomlchord dead toed (10.0 Def) applied only to Croom. 14.18 10) WARNING; Roqui►ed bearing eke sf jo4tl(s) 2.12 greater than input bearing size. LOAD CASE(11) Standard 80 3Jdd Ae12J L OTV869tT59 IT:6Z 900Z/81/60 (ThJTTING A3 i MA T!R i3R nom, f 1AisP 1 -z mAbTu A4 A4 x N!fM1-UPPER FLOOR PLAN 1/4" = 1-0" DATE: 8-10-05 REVISIONS: PRINTED: q-16-05 PRINTED: 10-06-05 PRINTED FOR FINAL SCHEMATIC: 10-11-05 PRINTED FOR PRELIM. PRICING: 10-21-05 REVISED DD FOR PRICING: 11-14-05 REVISED DD FOR PRICING: 1-10-06 PRINTED: 4-11-06 ISSUED FOR NEW BIDS: 4-13-06 REVISED 5-31-06 REVISED 6-1q-06 CONSTRUCTION REVISIONS: q-25-06 OD l w Qmm2'6 ~OOwF`~O~ wC~ Z IIV>-Q Z W u- 1 W2Z0� U U c Q W W 0 LU CC D >- LU W z ° u - ,— m o O LU I- _'WF h -W L >00< F.R-y REGISTRATION NO: 11789 JOB NO: 0548 SHEET NO: A3 UPPER FLOOR PERMIT City of Eagan Permit Type:Plumbing Permit Number:EA160145 Date Issued:02/19/2020 Permit Category:ePermit Site Address: 820 Promontory Pl Lot:16 Block: 4 Addition: The Woodlands PID:10-75875-04-160 Use: Description: Sub Type:Residential Work Type:Replace Description:2 water heaters Meter Size Meter Type Manufacturer Serial Number Remote Number Line Size Comments:Please call Building Inspections at (651) 675-5675 to schedule a final inspection. Allow an 18" minimum radius clearance to the water meter from all appliances (i.e. furnace, water heater, water softener). 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 - Ramon P Guitart 820 Promontory Pl Eagan MN 55123 (612) 810-4562 Champion Plumbing 3670 Dodd Rd., #100 Eagan MN 55123 (651) 365-1340 Applicant/Permitee: Signature Issued By: Signature PERMIT City of Eagan Permit Type:Building Permit Number:EA167672 Date Issued:03/25/2021 Permit Category:ePermit Site Address: 820 Promontory Pl Lot:16 Block: 4 Addition: The Woodlands PID:10-75875-04-160 Use: Description: Sub Type:Windows/Doors Work Type:Replace Description:Two or More Windows/Doors Census Code:434 - Residential Additions, Alterations 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: 5,000.00 Fee Summary:BL - Base Fee $5K $118.00 0801.4085 Surcharge - Based on Valuation $5K $2.50 9001.2195 $120.50 Total: I hereby acknowledge that I have read this application and state that the information is correct and agree to comply with all applicable State of Minnesota Statutes and City of Eagan Ordinances. Contractor:Owner:- Applicant - Derek Martin 820 Promontory Pl Eagan MN 55123 Applicant/Permitee: Signature Issued By: Signature PERMIT City of Eagan Permit Type:Building Permit Number:EA169576 Date Issued:06/01/2021 Permit Category:ePermit Site Address: 820 Promontory Pl Lot:16 Block: 4 Addition: The Woodlands PID:10-75875-04-160 Use: Description: Sub Type:Reroof Work Type:Replace Description:Does not include skylight(s) Census Code:434 - Residential Additions, Alterations Zoning: Square Feet:0 Occupancy: Construction Type: Comments:Please print pictures of ice and water protection and leave on site. We encourage you to retain an electronic copy of photos until the project passes a final inspection. If water damage is encountered, please call (651) 675-5675 to schedule a site visit to verify the extent of the damage. Any Valuation: 5,000.00 Fee Summary:BL - Base Fee $5K $118.00 0801.4085 Surcharge - Based on Valuation $5K $2.50 9001.2195 $120.50 Total: I hereby acknowledge that I have read this application and state that the information is correct and agree to comply with all applicable State of Minnesota Statutes and City of Eagan Ordinances. Contractor:Owner:- Applicant - Derek Martin 820 Promontory Pl Eagan MN 55123 (773) 870-8160 Exteriors Plus Llc 12481 Rhode Island Avenue Savage MN 55378 (952) 345-3408 Applicant/Permitee: Signature Issued By: Signature