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3600 Tanglewood CtCITY OF EAGAN 3830 Pilot Knob Road P.O. Box 21199 Eagan, MN 55121 Permit No: uUR6 Meter No: ?Z/ 3 to a ? S' Reader No: Date: Size: ?oCIS? e..? ')=tD_ 9 Date: Owner. Charles Cudd Comper:: Site Address:--3M l TAnal pwood Coo.? 1 00- I 1 an II Plumber. Thmmpcnn P1 umbinn Meter. J CITY OF EAGAN Permit No: Date: t 21 -12 _` a s 3630 Pilot KnobAoad Meter No: Size: P.O. Box 21199 Reader No. Date: Eagan, MN 55121 Owner. Charles Oudd Company, Site Address: 3600 Tan xlevoed Court- 7.7 Conn. Chg: x- U.00yd Zoning: Acct Dep:- 5.00rd No. of Units: Permit Fee: A: t`;}pd Surcharge: 501! 711 0 1 agree to comply with the City of Ea i Tr. Plant - 0r-- g Ordinances. Meter. ` i . n^n 1 Misc.: By WATER SERVICE PERMIT CITY OF EAGAN Permit No: ' 3630 PyotKnob Road Date: 1 12- AA B/P No: F7d0( P.O. Box 21199 Date. Eagan, MN 55121 Owner. (liar? es %dd Co. Site AddrACA MWCC. SSQ.appd City Chg: t d Acct. Dep. Permit Fee: Surcharge: Zoning- No. of Units: I agree to Comply with the City of Eagan Ordinances. By SEWER SERVICE PERMIT Conn. Chg: 550_OOn' Zonin : Acct Dep:1 5 - 00pd No. of Units: 1 Permit Fee: 10. 00ns Surcharge: "'nd I agree to comply with the City of Eagan Tr. Plant- ?04.00pd Ordinances- /7 F BUILDING PERMIT To be used for Est. Value $188,000 Site Address 3400 TANC;LEWOOD CT Lot Block 1 Sec/Sub. 'R00i0LAM08 2W Parcel No a W 2 3 0 c Name :,A 'iE o i Address I City Phone Name Address City Phone 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. Signature of Permittee A Building Permit is issued to:___ CHARLES _---- ._ _-lui)D __ GC 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 CITY OF EAGAN 3830 Pilot Knob Road, P.O. Box 21.199, Eagan, MN 55121 1SG5 PHONE: 454-8100 -,. OFFICE USE ONLY On Site Sewage Occupancy R-3 H-1 MWCC System X Zoning R-1 On Site Well (Actual) Const V-N City Water X (Allowable) V-N PRV Required * of Stories Booster Pump Length 771 Depth 421 S.F. Total Footprint S.F. APPROVALS FEES " h? • Engr./Assess. Permit Planner Surcharge 41O.OO Council Plan Review Bldg. Off. SAC, City IOQ.UO Variance _ SAC, MWCC I'50•00 Water Conn. 553.00 Water Meter b7 • CO Road Unit 325.00 Treatment Pt 204.00 Parks TOTAL • Q{? Permit No. Permit Holder Date /Telephone x Plumbing g /(/,.I ' A- . ?' ///?/ L /0 H.V.AC. , IM15 1 P?? ////F Electric Softener Inspection Date Insp. Comments Footings l Footings II Foundation l Framing Roofing Rough Plbg. Rough Htg. !?d him( I sul. /Vs, % v,--wL, l 25 S' Fireplace Final Plbg. Bldg. Final Cert. Occ. Temp. LP Deck Ftg. Deck Final Well w Pr. Disp. ?`?? _ ,W 11 (Ur ifira#r of Orrupaury titp of (fagan MtVarWtmt of ing 3noprrtion This Certificate issued pursuant to the requirements of Section 306 of the Uniform Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances of the City regulating building construction or use. For the following: use (lf a. SF DWG/GAR Bldg. Permit No. 15657 O-a>xy Type R3/M I Zoning Datria R 1 T)pe cotut. VN Owner of Building S cam OD. Add. 1802 WOCWAI ,, W MEURY Bwldm% Add= 3600 0 Locality L7, B 1, WO(lMAIDS 2ND M FMCARX 2, 1989 Bttildi o[r - POST IN A CONSPICUOUS PLACE i fc PERMIT If PLUMBING PERMIT RECEIPT 4 CITY OF EAGAN 3830 PILOT KNOB ROAD, EAGAN, MN 55122 DATE: ACT PRICE: PHONE: 454-8100 Site Address Lot Block Name Addre: c City _ Name - Address City Phone FEES COMM/IND FEE - 1% OF CONTRACT FEE APT. BLDGS - COMM RATE APPLIES TOWNHOUSE & CONDO - RES. RATE APPLIES MINIMUM - RESIDENTIAL FEE -$12.00 MINIMUM - COMM/IND FEE -$20.00 STATE SURCHARGE PER PERMIT - .50 (ADD $.50 S/C IF PERMIT PRICE GOES PERMITTEE FOR: CITY OF EAGAN BLDG. TYPE WORK DESCRIPTION Res. New _V- Mult. Add-on Comm. Repair RES. PLBG. ONLY - COMPLETE THE FOLLOWING: NO .- FIXTURES TOTAL rWater Closet - $300 ath Tubs - $3.00 avatory - $3.00 -Shower - $3.00 _L Kitchen Sink - $3.00 Urinal/Bidet - $3.00 =Laundry Tray - $3.00 Floor Drains - $1.50 T Water Heater - $1.50 ? hirlpool - $3 00 Gas Piping Outlets - $1.50 (MINIMUM - 1 PER PERMIT) Softener - $5.00 Well - $10.00 Private Disp. - $10.00 Rough Openings - $1.50 FEE: t STATE S/C: GRAND TOTAL: f t PERMIT # MECHANICAL PERMIT RECEIPT # ' CITY OF EAGAN _ I I ~ 3830 PILO T KNOB ROAD, EAGAN, MN 55122 DATE: CONTRACT PRI PHONE: 454-8100 Site Address ° 1'__ ` , r ` BLDG TYPE WORK DESCRIPTION 11 . Lot Bl ock - ,_ Sed/Sub I y,. Res ? New Name C Mult Add-on 77 r - Comm. Repair Address c City Phone "? - Other FEES ( i Name -? . -` F ^ !'L RES HVAC 0-100 M BTU w *2400 m r ' C . 3 Addrq ADDITIONAL 50 M BTU :- - 6.00 p City ' r f `V ' I' L Phone ?' ODES A/C ON NEW (RES. HVAC ONSTRUCTION C 50 EA GAS OUTLETS (MINIMUM - 1 PER PERMIT) - 1 . . TYPE OF WORK Forced Air "C cCc M BTU ?_?o .CQ COMM/IND FEE - 1% OF CONTRACT FEE APT. BLDGS. - COMM. RATE APPLIES ,x. RATE APPLIES RES USE & CONDOS TOWNH Boiler M BTU . - O MINIMUM RESIDENTIAL FEE - ALL ADD-ON & 00 REMODELS - 12 Unit Heater M BTU . FEE - 20 00 C A Air Cond. 7 M BTU . I L MINIMUM COMMER STATE SURCHARGE PER PERMIT - .50 Vent CFM $ (ADD $.50 S/C IF PERMIT PRICE GOES Gas Piping Outlets # ' ?- BEYOND $1,000) Other FEE ?t. F)Q 1 / J _ S/C: SIGNATURE OF PERMITTEE (X- TOTAL: y CASH RECEIPT CITY.CF'-AGAN 3830 PILOT KNOB ROAD EAGAN, MINNESOTA 55122 DATE / I 19 _ f RHENED F40M AMOUNT S 1 , 8 DOLLARS +oo ? CASH CHECK FOR r! - I J ` - " - • - - 1 f r' - r t 1 L'v r 1 i r White-Payers Copy yellow-Poeting CWY Pink-File Copy Thank You BY j . r? BLDG. PERMIT NO. I co EA c-1c-ii i I 'l 01-321'0 Bldg. Permit 00 Cc ) Cxj 01-3422 Plan Check O p 01-3445 Surch./Adm. i r 01-3446 SAC/Adm. 01-2155 Surcharge a 75-3860 Road Unit ,, ((5 0 20-2275 SAC `i r?0-3865 Water Conn. c? ?U 20-3868 Water Trmt. n ? 20-3716 Water Meter 20-2252 Acct. Dep. 20-3713 Water Permit rO 20-3743 Sewer Permit 79-3866 Sewer Conn. I c 28-3855 Park Ded. TOTAL -? 1 C` cx-` CITY OF EAGAN 3830 Pilot Knob Road, P.O. Box 21.199, Eagan, MN 55121 r r PHONE: 454-8100 BUILDING PERMIT Receipt To be used for SF DVC/GAR Est Value 418890M Date SEPTENIIER 27 ,19 n.: Site Address 3600 TANCL9WOOD CT Lot 7 Block 1 Sec/Sub. 1i00DIANN 20 Parcel No. rc Name CHARUS CURD CO z Address 1802 HOODDALK CO c City WODBUIRY Phone 731-3153 c Nathe _ CIO Address r¢ City r Name _ Address City I hgreby acknowledge that I have read this application and state that the infolmatlon is correct and agree to comply with all applicable State of Minnesota Statutes and City of Eagan Ordinances. Signature of Permittee A Building Permit is issued to:_ CIL41( ES CUUD CO on the express condition that all work shal I be done in accordance with all applicable State of Minnesota Statutes and City of Eagan Ordinances. Building Official OFFICE USE ONLY On Site Sewage Occupancy R-3 11.1 MWCC System A Zoning 101-1 On Site Well (Actual) Const V-N City Water X (Allowable) V-N PRV Required # of Stories Booster Pump Length 771 Depth 42' S.F. Total Footprint S.F. APPROVALS FEES Engr./Assess.. Permit 80•0c) Planner _ Surcharge 94.00 Council Plan Review 430.00 Bldg. Off. SAC, City 100.00 Variance SAC, MWCC 550.00 Water Conn. 530.00 Water Meter 67.00 Road Unit 325.00 Treatment P1 204.00 Parks TOTAL 3,180.00 CASH RECEIPT CITY OF EAGAN 3830 PILOT KNOB ROAD EAGAN, MINNESOTA 55122 DATE I I 19 MUIVED AMOUNT $ l , - 8 DOLLARS ,ro ? CASH O CHECK Fm i L: r FUND OBJECT AMOUNT r ? I Thank You BY White-Payers Copy Yeller- osbng Copy Pink-File Copy This request void V 18 months from E 45699L9i $ 96, e a-- Request-Ou to //? Fire No. Dough-in Inspertim R q fired? ,,,???L,,,,//// Ready Now tJEWil1 Notily InsDec- /? f Wh (S Yes ?No or en Ready Ucensed Electrical Contrnctor I hereby request inspection of above Owner electrical work installed al: Street Address. Box or Route No. - L ? ' City d ej et *Alr, 4 k 00 4,0,06D action NO. Township Name or No. Range No. County ` - Orcup?nt IPRINTI Phone No. w ? a L,VCJ / L4- LTJ Power Supplier Address / 34)0 + a, r '04ecJ7-4 CO C c Fi V- .1,Ve.TpA/ Ssoa Electrical Contractor (Company Namel Contractors License No. Collins Electrical Const. Co. 0395-47-2 Mailing Address IContraclor or Owner Making Instailation) 278 State Street_ St. Paul, MN 55107 Author' nature ICo r ctol Own Making Installation) Phone Number a) (612)224-2833 C MINNESOTA STATE BOARD OF ELECTRICITY Griggs-Midway Bldg. - Room N-191 1821 University Ave.. St. Paul. MN 55104 Phone (612) 642-OBOD THIS INSPECTION REQUEST WILL NOT BE ACCEPTED BY THE STATE BOARD UNLESS PROPER INSPECTION FEE IS ENCLOSED. REQUEST FOR ELECTRICAL INSPECTION EB-0000011--06 See instructions for completing this form on back of yellow copy ?9,! ?Il ` e? "'X" Below Work Covered by This Request (?9 Al/is-.2 Hdd Rap. Type of Building Appliances Wired Equipment Wired Home Range Temporary Service Duplex Water Heater Lighting Futures Apt. Building Dryer Electric Hearin Commercial Bldg. Furnace Silo Unloader Industrial Bldg. Air Conditioner Bulk Milk Tank Farm other peu1 v olhor ISn?-?c?fv1 t er Uocifv Other other ompute Ins s ection Fee Below N Fe ervice Entrance Size k Fee Feedem/Subfeedera a Fe Circuits 0 to 200 Amps 0 to 30 Am ps to 30 Amos Above 200 Amps 31 to 100 Amps ` 31 to 100 Amps Swimming Pool Above 100_Am s bove 100_Am S Transtormers Irrigation Booms arn'l. Other Fee Signs - Special Inspection $ OTA emarks ? EE Rough-in Dnte s a Electrical - na V P above lify that the Final D D t` /_' t}?{ ??,'['spection has been This reauest void 18 months from CITY OF EAGAN 3830 Pilot Knob Road, P.O. Box 21.199, Eagan, MN 55121 N? 15657 PHO N E: 454.8100 BUILDING PERMIT Receipt To be used for SF DWG/GAR Est. Value $188,000 Date SEPTEMBER 27 ,19 88 Site Address 3600 TANGLEWOOD CT Lot 7 Block 1 Sec/Sub. WOODLANDS 2ND Parcel No. a Name CHARLES CUDD CO z Address 1802 WOODDALE CO o City WOODBURY Phone 731-3153 p Name_ o u Address i City_ Name I hereby acknowledge that I have read this application and state that the information is correct and agree to comply with ali applicable State of Minnesota Statutes and City of Ya9aon7rdmances Signature of Permittee A Building Permit is issued to:_ CHARLES CUD_D_CO on the express condition that all work shall be done in accordance with all applicable Slate of Minnesota Statutes and City of Eagan Ordinances. Building Official _D CUA9 OFFICE USE ONLY On Site Sewage Occupancy R-3 M-1 MWCC System X Zoning R-1 On Site Well (Actual) Const V-N City Water X (Allowable) V-N PRV Required * of Stories Booster Pump Length 771 Depth 42' S.F. Total Footprint S.F. APPROVALS FEES Engr./Assess._ Permit 860.00 Planner Surcharge 94.00 Council Plan Review 430.00 Bldg. Off. SAC, City 100.00 Variance SAC, MWCC 550.00 Water Conn. 550.00 Water Meter 67.00 Road Unit -325_W Treatment P1 204.00 Parks TOTAL 3,180.00 1; 1 RESIDENTIAL 1 -? \ BUILDING PERMIT APPLICATION CITY OF EAGAN / / p L 3830 PILOT KNOB RD, EAGAN MN 55122 651-681-4675 1 / New construction Requirements RembdellReoair Requirements . 3 registered site surveys showing sq, ft. of lot, sq. ft. of house; and all roofed areas • 2 copies of plan (20% maximum lot coverage allowed) 1 set of Energy Calculations for heated additions • 2 copies of plan showing beam & window sizes; poured found design, etc.) '• 1 site survey for exterior additions & decks I set of Energy Calculations . indicate if home served by septic system for additions • 3 copies of Tree Preservation Plan if lot platted after VIM . Rim Joist Detail Options selection sheet (bldgs with 3 or less unss) BO DATE VALUATION SITE ADDRESS -G2? r?It - flu I? MULTI-FAMILY BLDG _Y ?_N TYPE OF WORK FIREPLACE(S) _ 0 _ 1 _ 2 I APPLICANT STREET ADDRESS `17rjo .f/ CITY e? STATEA-rg,' ZIPSSf?? TELEPHONE # _:X3-,5W o_5etV CELL PHONE # FAX # PROPERTYOWNER TELEPHONE# 65_l-977 7758 COMPLETE FOR "NEW" RESIDENTIAL BUILDINGS ONLY Energy Code Category _ NIINNESOTA RULES 7670 GCrEGORY I _ NIINNF_SOT1 RCLF_S 7672 (J submission type) • Residential ventilation Category 1 Worksheet Submitted • New Energy Code Worksheet Submitted • Energy Envelope Calculations Submitted r , Plumbing Contractor: Plumbing system includes: Mechanical Contractor: Mcchauaica l system includes: Sewer/Water Contractor: _ Water Softener Water Heater No. of Baths _ Phone # Lawn Sprinkler No. of R.I. Baths Air Conditioning -- Heat Recovery System Phone # Fee' - S90:0D- Fee: 570.00 I hereby acknowledge that I have read this application, state that the information is correct, and agree to comply with all applicable State of Minnesota Statutes and City of Eagan Ordinances. Signature of Applicant fyJy OFFICE USE ONLY Phone # Certificates of Survey Received _ Tree Preservation Plan Received _ Not Required _ Updated 4/02 it I OFFICE USE ONLY ? 01 Foundation ? 07 05-plex ? 13 16-plex ? 20 Pool ? 30 Accessory Bldg ? 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 (screened) ? 36 Multi ? 05 03-plex ? 11 10-plex ? 19 Lower Level ? 24 Storm Damage ? 06 04-plex ? 12 12-plex Plbg_Y or - N ? 25 Miscellaneous ? 31 New ? 35 Int Improvement ? 38 Demolish (Interior) ? 44 Siding ? 32 Addition ? 36 Move Bldg. ? 42 Demolish (Foundation) ? 45 Fire Repair ? 33 Alteration ? 37 Demolish (Bldg)' ? 43 Reroof ? 46 Windows/Doors ? 34 Replacement *Demolition (Entire Bldg only) - Give PCA handout to applicant Valuation Occupancy MC/ES System Census Code Zoning City Water SAC Units Stories Booster Pump Nbr. of Units Sq. Ft. PRV Nbr. of Bldgs Length Fire Sprinklered Type of Const Width REQUIRED INSPECTIONS Footings (new bldg) - Final/C.O. - Footings (deck) - Final/No C.O. - Footings (addition) _ Plumbing _ Foundation _ HVAC _ Drain Tile Other Roof _ Ice & W ater _ Final _ Pool _ Ftgs _ Air/Gas Tests _ Final - Framing _ Siding _ Stucco _ Stone - Fireplace - R.I. - Air Test - Final - Windows (new/replacement) Insulation - Retaining Wall Approved By , Building Inspector Base Fee Surcharge Plan Review MC/ES SAC City SAC Water Supply & Storage S&W Permit & Surcharge Treatment Plant Plumbing Permit Mechanical Permit License Search Copies Other Total RESIDENTIAL rya BUILDING PERMIT APPLICATION CITY OF EAGAN ,I 3830 PILOT KNOB RM, 55122, 651.681-4675 New Construction Requirements • 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 & window sizes; poured found design, etc.) • 1 set of Energy Calculations • 3 copies of Tree Preservation Plan if lot platted after 7/1/93 • Rim Jost Detail Options selection sheet (bldgs with 3 or less units) DATE 1- b JOB SITE ADDRESS- IF MULTI-FAh1iLY BUILD PROPERTY OWNER TYPE OF WOR APPLICANT ADDRESS PAGER # Energy Code Category (check one) Plumbing Contractor. Plumbing System Includes: Mechanical Contractor: _ Mechanical System Includes: Sewer/Water Contractor: Z - -33 E?L PHONE # v Fi?irw-f ='= FAX # a GU " vUZfi?iYn VTIAL BUILDING ONLY -;FILL OU COMP 'I E _ MINNESOTA RULES 7670 CATEGORY I - Residential Ventilation Category If Worksheet Sub dMAR 1 1 ZOOZ l? - Energy Envelope Calculations Submitted MINNESOTA RULES,7672 a By - New Energy Code Worksheet Submitted Water Softener Water Heater No. of Baths Phone #: Lawn Sprinkler No, of R.I. Baths - Air Conditioning - Heat Recovery System Fee: $90.00 Phone # Fee: $70.00 Phone # All above information must be submitted prior to processing of application. I hereby acknowledge that I have read this application, state that the information is correct, and agree to comply with all applicable State of Minnesota Statutes and City of Eagan 6I ipiSPtFes. Signature of Applicant I I Certificates of Survey Received _ Tree Preservation Plan Received Not Required Updated 2002 1)00 2, ?7Dm D 0 • z copies or plan 1 ad of Energy Calculations for heated additions • Islte survey for exterior additions & decks •., Indicate 9 home served by septic system for additions VALUATION ill , _ UNITS? Y-). Z A 11 FIREPLACE(S) _ 0 _ 1 _ /2_ PHONE#&-2-53 X60(0 OFFICE USE ONLY ? 01 Foundation ? 07 05-plex ? 13 16-plex ? 20 Pool ? 30 Accessory Bldg ? 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 (screened) ? 36 Multi ? 05 03-plex ? 11 10-plex ? 19 Lower Level ? 24 Storm Damage ? 06 04-plex ? 12 12-plex Plbg_Y or - N ? 25 Miscellaneous ? 31 New ? 35 Int Improvement ? 38 Demolish (Interior) ? 44 Siding ? 32 Addition ? 36 Move Bldg. ? 42 Demolish (Foundation) ? 45 Fire Repair ? 33 Alteration ? 37 Demolish (Bldg)* ? 43 Reroof ? 46 Windows/Doors ? 34 Replacement *Demolition (Entire Bldg only) - Give PCA handout to applicant Valuation Occupancy MC/ES System Census Code Zoning City Water SAC Units Stories Booster Pump Nbr. of Units Sq. Ft. PRV Nbr. of Bldgs Length Fire Sprinklered Type of Const Width REQUIRED INSPECTIONS _ Footings (new bldg) _ Final/C.O. - Footings (deck) _ Final/No C.O. Footings (addition) _ Plumbing _ Foundation _ HVAC Drain Tile Other _ Roof _ Ice & Water _ Final - Pool _ Ftgs _ Air/Gas Tests _ Final _ Framing - Siding _ Stucco _ Stone _ Fireplace _ R.I. - Air Test _ Final _ Windows (new/replacement) - Insulation - Retaining Wall Approved By Base Fee Surcharge Plan Review MC/ES SAC City SAC Water Supply & Storage S&W Permit & Surcharge Treatment Plant Plumbing Permit Mechanical Permit License Search Copies Other Total Building Inspector .Jearth Product Catalog - Wood Inserts Page I of 2 e JJI Inserts Vermont Castings produces high-efficiency wood- burning fireplace inserts, called the ffinterWarrn Large and Small Inserts which turn a regular fireplace into a hearing appliance. These inserts are MA able to provide a large portion of your homers heating needs.. The Stnall WinterWarnt can he installed into most masonry or factory-built fireplaces, while the Large 4VinterWarrn is designed primarily for masonry fireplaces. The two WinterWarin Inserts incorporate Vermont Castings clean-burning technology. With its catal}3tic combustion system, the smaller WinterWarin achieves an efficiency of 79%, and the larger model has an efficiency of 78.3%, providing you with more heat from every load of wood. As handsome an addition a fireplace is, an insert can actually enhance its appearance. For instance, the Large WinterWarru includes a handsome solid brass trim around the glass. It also boasts a decorative cast iron front that comes in Classic Black or a choice of optional Sand or Midnight Porcelain Enamel finish. The Small WnterWarm has specially designed cast iron surround panels as options to provide a handsome finished appearance to the installation. As is standard with all Vermont Castings wood burning appliances, these inserts contain added conveniences not found in other wood-burning inserts. The first is an ash pmt, which allows you to easily and cleanly dispose of the ashes. Another feature is thermostatic heat wittrol for steradj; comfortable beat output, Winter Warm Winter Warm Small Large 1988 BUILDING PERMIT APPLICATION - CITY OF EAGAN r .•l SINGLE FAMILY DWELLINGS / INCLUDE 2 SETS OF PLANS, 3 CERTIFICATES OF SURVEY, 1 SET OF ENERGY CALCULATIONS NOTE: ADDRESSES FOR CORNER LOTS - CONTRACTOR/HOMEOWNER MUST DESIGNATE WHICH ADDRESS IS DESIRED. NO CHANGES WILL BE ALLOWEn ONCE HTITLnTNG PERMTT TS TSSITF.n_ 11 MULTIPLE DWELLINGS RENTAL UNITS FOR SALE UNITS # OF UNITS 11 1, INCLUDE 2 SETS OF PLANS, CERTIFICATE OF SURVEY - CHECK WITH BLDG. DEPT., 1 SET OF ENERGY CALCULATIONS COMMERCIAL INCLUDE 2 SETS OF ARCHITECTURAL & STRUCTURAL PLANS, 1 SET OF SPECIFICATIONS AND 1 SET OF ENERGY CALCULATIONS SEP 2 2 1988 u To Be Used For: tIMEL ppMi?-' Date: OILZ?2s Site Address l3 6 0 0 jA n S {,[.td/s' A t Lot I Block I [.. i Parcel/Sub IADCV4-'r 9t6 /7? b A1JI? Owner Lo - Address CD- City/Zip Code ;^W Phone Contractor `L7 LO Address ,6?>Dq- 09- City/Zip Code k\CbrX}iJQ`? 5?12? Phone Arch./Engr. Address City/Zip Code Phone # On site sewage- occupancy R-3 /+4-I MCC system L/ Zoning !- On site well Actual Const V - N City water, Allowable V - N PRV required # of stories Booster Pump Length r? Depth N1 - 11" S.F. Total Footprint S.F . APPROVALS, FEES 11 Engr/Assess Permit 800,00 Planner p Surcharge oU Council I' Plan Review y3ca.oo Bldg. Off.'1 %27 SAC, City Icc),0 Variance i SAC, MWCC -550 l P Water Conn 550,00 Water Meter (0100 Road Unit 25100 Treatment Pl 20 ,OO Parks d Copies TOTAL zppv-d V* ur T9 C) N GARAGE Z2. X 3o s (?(op 12X/o= 120 ?8 o x 14 = I o92 o B As?c.n??,T 1 ° x1 v I"oo 0?( Z2 : Z2o ?zXzg= 33(0 11 )eZq: 3141 1s= 540 14Y!e? 7Z 1589 X 13= 2003 I ST Ft coQ 135rv1 T = ? Xz ZKt3 -- 2 '/ 7 If3'? 4- Lb t 4•F I GN 1 x g oycxi Pbr?c.?-i I Z?IL = IqZ XuO :: 11(o8o ZNV FLoo Rf?MT = I?XrO= GXIo= ? S `37 ?/ oo) CG6) 13'1 X'?y = ??N 73 6-I 7. LI .:, ";, 4 a TRI-LAND CO. SURVEYING SERVICES 1260 YANKEE DOODLE ROAD EAGAN, MINNESOTA 55126 8,9./,3 rr? LEGAL DESCRIP ION: LOT 1, BLOCKQK 1 - WOODLANDS 2NDADYN THEREOF %/.1K0 RECORDED PLAT / / (870.5) " $ A. Ilk 0 (8685 1-10 / cN N . / DRAINAGE a UT I Y EASEMENT i Q 5. / 35.62 ?z SITE PLAN FOR: CUDD HOMES 7 xi ( \ J Z3" 4)90.6 i A? 10©O N 17 ?GS 0D \ F j?'8972 \ Z 51 900.8 L=62052'47" 'IN L=71.34 R=65.00 9024 TANGLEWOOD COURT 887.8 c Scale: I"= 5d 88-155 N 15(D \?S /Nfe4 57 W (873.5) ,r .19.82. 23Z 40 899.7 HUB 15?D 900.57 r Wb-v -41.95® B$ -E - D:1.6 _ EF?Gfil\T EPdG i iEE't.ING DEE ?F SEE HOUSE PLAN FOR EXACT DIMENSIONS. LEGEND PROPOSED FULL BASEMENT W/0 INVERT ELEVATION AT SERVICE EXTENSION= 0 DENOTES IRON MONUMENT.. PROPOSED GARAGE FLOOR ELEVATION= 906.5 a DENOTES WOOD HUB SET PROPOSED FIRST FLOOR ELEVATION = 9070 905.6 DENOTES EXISTING SPOT PROPOSED BASEMENT FLOOR = 896.1 ELEVATION E LE VAT I ON (905.6) DENOTES PROPOSED SPOT ELEVATION DENOTES DRAINAGE DIRECTION hereby certify that this survey,plan or report was prepared by me or under my direct supervision and that 1 am a duly Registered Land Surveyor under the Laws of the State of Minnesota NOTE: VERIFY ALL FLOOR HEIGHTS WITH FINAL HOUSE PLANS Bradley Date Mn. Req. No. 15235 s, Lt -e: 1 I oT '? f?vt bU? W1-?'N L? "'? imb t tl a fil '160A?I G.+rer(? ?j U/,fC? GD • Cont rec for GI-tiAp?1,.,k.S LCihb (,d . Ceicu)ations done by 4??Lka.??N%et4 Phone a? Date Tyne of building 7(t'` 4LO,+ PA Om ' Assembl .(Show uiculat ions on xorksheets red IS t) U-Value U x A - ota i ing ea, ess y ?gnt Insulated Arca:.Area See Fig. 3) +t,? I?T+• iDZ2 34bO r?amlntl. Arca:QOy. of Total Ceil' ' Area See Fig.. 2) 7Z.b pZe3 341(p Slcyliqlvtv (Ftbm Pa 7) g then. (Describe) i 1 Totals -} 2 Avera .U-Value (UxA)/(A) from Line.1 +atw? OZ2 *+*+M+ 3 R bed U-Value (For one and two family dwellings only) t?*ea+n .026 .w.yww . of Total wa «a, ess Window and Insulated Area: Oda Area, See Fig. 31 2418 1040 t?124 ram) Area (lOX of Total Wall Area See Fig. 4) t ice indows•(From Page 7) 274:. !a.:0b (Fran Page 7) ; r+.rwn oistAn&:(See F) ..5) a / aceWaIG F I atlon Wall: (Above Grade Less Window Area, See Fi . 6) ?3Z • ., zq w Foundation Windows: (From Pa 7) * + a* +R ther(Describe) 9:UN66 - txL'y. 5 r L g ,3?8 4?t•q? ther(Describe) WLAPPLA CM 1.1 (r( OA ?Z 7L g --4 Totals 3719, wvnwwr 34S 5 Avers U-Value (UxA)/(A) from Line 4 •rrwy.v r? ?. 6 Required U-Value (For one and two family. dwellings only If line 2 is less than line 3, and line 5 is less then line 6, proposed assemblies meet code requirements. if line 2 is greater than line 3, or line 5 greater then line 6, complete the -- fol loving to determine alternate U-Value for total exterior envelope. v 0 7 UxA (Line 1) + UxA (Line 4), + rv.nw,.r: . g 8' Area (Line 1) x" U-Value (Line 3) - x +awwar , W 9 Area'(Line14) x U-Value (Line 6) . X o et" Limp a* Line 9 .,?„?,,,,,• If Line 7 Is •"ter !hen Line 10,'altei assemblies' as required so Line -'does not eyceed Line 10- . . If. Line 7.1s.less [hen Line 10, propoied'.asiemblies meet code reouirements.' F'_ture 1 Ceiling!Roo: 1: s:-Iztec Area: 15 5:YLsa. Ft. (cith attic arez) R-Value Interior Air Film -.61 Insulation ly(i Continuous Vapor. Barrier 0.00. Interior Finish rS?D. Interior Air Film . 6 1 Total Assembly R-Value ( h r y T -?? IZ7 Assembly U-Value (1/R) d?.2 Enter on Page 1 Figure 2 Ceiling/Roof Framing Area: Ft: (with attic arcs) R-Value Interior Air Film .61 Insulation Wood Member Continuous Vapor Barrier 0.00 Interior Finish ?rjf0 Interior Air Film 61 Total Assembly R.-Value lie 2 .i Cure - Ceiling;/Foot aasci:.t.e 6rrc: , I'L, Sq. •r L. attic L7--2'-) F- 1'nluc Vented Air Space Interior Air Film .61 Insulation Continuous. Vapor Barrier 0.00 Interior FinisS' Interior Air Film 61 Total Assembly R-Value Assembly U-Value (1/R) Enter on Page 1 - - Figure 2A Ceiling/Roof Framing Area: ?j S9• Ft. (without attic area) R-Value Exterior Air Film 17 Roofing Roof Sheathing Wood Meager Continuous Vapor Barrier 0.00 Interior Finish _ Interior Air •Film: 61: licure 3 taycsed hall insulates Area: Sq. Ft. i / F-Value t Interior Air Film .68 Interior Finish Z'Aj' Continuous Vapor Barrier 0 .00 Insulation 4 ,?"{•?o Sheathing' ??DZ Exterior Finish ,4l Exterior Air Film 17 Total Assembly R-Value Z?..a..;. Assembly II Value (1/R) INU Enter on Page 1 Figure 4 Exposed Wall Framing Area: VOS Sq. Ft. R-Value Interior Air Film .68 Interior Finish Continuous Vapor Barrier 0.000 Wood Member ? / a?• Sheathing Exterior Finish Exterior Air Film .17 Total Assembly R-Value Q Assembly U-Value (1/R) 4 1 0 . Enger on.Page 1, For additional. wall assemblies, sea page 8. 4 Exposed Uall Rim Joist Area: R-Value Interior Air Film Do Vapor Barrier _ 0 , 00.0 ?y ? y ..Insulation.- flood Member ... l sheathing Exterior Finish' Exterior Air Film Total Assembly R-Value Assembly .II Value (1/R) Enter on Page 1' 4?3 floors 1) Floors over unheated spaces. For of heated or mechanically cooled spaces over unheated spacep" the overall Uv for the floor shall not exceed 0.05• For floors over outdoor air. such as overhangs, the overa)1 U-Value for the a floor f shall meet the same requirement es for roofs, U-valu of 0.04. Z). Slab-on-grade floors. For slab-os-grade, the insulation w°d floor around the. perimeter of the expo shall have a imimum R-Value of 6.4_ The insulation must extend downward fiom the top of the slab a minimum of'346' or downward. to the bottom of the slab then h,,rizontally beneath the . slab for•an equivalent distance. 3) Vapor barriers. The maximum.peyo rating for the vapor barrier is b:l. A minimum of 4 mil polyetheline, or equal, is requiied to achieve-this. Tho vapor barrier must be . . with •al'l.5oints overt^Pped.and made over framing continuous . members or blockirig. q), For notes on foundation wall rep Page 6. 5) For additional assemblies not i)lustzaCed use.«orksheet on. page 8. 5 Concrete Block or Poured Concrete Foundation Area: 13Z. So. Ft- wood Foundation Insulated Area: Sq- F=. R-Value 1 - ..-'Assembly-U-Value (1/R) . I 21 Entey_ on. Page 1, - Notes:. 1) Only.the above grade area of the•foundation wall• is - ' to W included in, the energy calculations. 2) The Energy Code requires that. if the floor above the basement or crawl space is not insulated. the founda- tion wall most be insulated. Either the foundation must have a alalmum R-10 insulation applied from the top of the foundation to the frost line or a minimus R-S insulation applied over the entire foundation wall. The R-Value specified is for the insulation . material only. 3) If ridgid fou insulation is to be applied to the exterior of the foundation wall. the above grade portion mats: W protected from the sun. the weather And physical abuse. e) If ridgid fou insulation is to be applied to the interior. it must be protected by minimum 1/'- gyp. board or equal (as specified in section 1:12 of the Uniform Building Code). • $) Foundation wall insulation for wood foundations must be installed as specified • by the National Forest - products Associstion's Design Manual. Wood Foundation Framed Area: ?- Sq. Ft. R-Valve Interior. Air Film .68 Continuous'Vapor Barrier 0.00 'roundation Wall _ Insulation - 5 so Exterior Air Film. .17 Total Assembly R-Value Interior Air Film , .68 Continuous Vapor Barrier.. 0.00 Foundation Wall„(Flywbod) Wood ?!ember i , Exterior•Afi film Total Assembly.•R-Value,- Assembly.U-Value O./R) •J SKYLIGHT, WINDOW AND DOOR ASSEIAFLIES / ich[ Manufacture) Manufzcture No.I No. Used Taal Sash Area(A) -value R-Value U=1/R I U x A I ovals Enter Pace 1 G Windows ..MamrfacbNe Manufaebxe No. No. Used - Total Sash Area (A) R-Value .. U- Value U--1,(R U x A - Zkk -is t.H R' N - -- Ar Zco U3S { (o.p G,.P 363 (o•tQ7 G3S LZ3'S - , . , .1 I ?.9 GN ! 5 1 (04 rO14 ZI.S Taus Enter P aoe Wb MOMS reunaerierT WaL4-1Y;ndew Marlufactwe Manufacture No. No. Used - afue TBdr% 4 Area (A) R-Valve U=1/R U x A -2>0. Sl?ifr9hl '? z$?a ,?5•!.2 I - I I . I. I i i o[a s r-mel age 1 1 46 • If s Doers [ f a cym Maam Size .No. -Used - ?/ll -Bea Ares W Tomi =Vafw R -'Dow - a ue Storm Dow (If Used - afue Door Asseinbl' U-Value U=11R xA V J / - / { Y, 'Y ..: 9 Caa $. weoo #1.2A. I I I i 1 ?$? • ? •. .t••,?Yi,rai? . ? . ?. ? 8.75. ? ., I _ ; . , C. T mils 1 er ace I X r TRI-LAND CO. SURVEYING SERVICES 1260 YANKEE DOODLE ROAD EAGAN, MINNESOTA 55126 LEGAL DESCRIPTION: LOT-,BLLOTCQK 1 ,WOODLANDS 2NOADUN THEREOF I?AKOT?i RECORDED PLAT , (870.5) case a N J / 25.27(j) r 4.92 6=62°52'47" L=71.34 R=65.00 e iF ?P "o so DRAINAGE IN UTILITY EASEMENT Itz. 88-155 SITE PLAN FOR: CUDD HOMES 7 Z \A \t7?, 10 -TANGLEWOOD COURT h 44.84 N Scale: I"= 50' %5C* rp12°`T ? 5T - - % T982 * SEE HOUSE PLAN FOR EXACT DIMENSIONS LEGEND PROPOSED FULL BASEMENT W JO INVERT ELEVATION AT SERVICE EXTENSION= o DENOTES IRON MONUMENT PROPOSED GARAGE FLOOR ELEVATION* 90)•5 n DENOTES WOOD HUB SET PROPOSED FIRST FLOOR ELEVATION g02.-75 905.6 DENOTES EXISTING SPOT PROPOSED BASEMENT FLOOR -¢ 895.51 ELEVATION ELEVATION (905.6) DENOTES PROPOSED SPOT ELEVATION DENOTES DRAINAGE DIRECTION I Mebp certify that this survey, plan or report was prepared by me or under my direct supervision and that I am a duly Registered Land Surveyor under the Laws of the State of Minnesota NOTE' VERIFY ALL FLOOR HEIGHTS WITH FINAL HOUSE PLANS Brad ley Date , Mn. Req. No. 15235 APPLICATION FOR PERMIT SEWER AND/OR WATER CONNECTION J =5 r`. NOTE: PAYMENT OF FEE AT TIME OF i APPLICATION DOES NOT CON- STITUTE APPROVAL OF PERMIT. INSPECTION OF SEWER AND/OR WATER t. INSTALLATIONS WILL NOT BE SCEDULED .*+ I!NTIL PERMIT HAS BEEN APPROVED. wrrrrr»rrrrr+»rrww:+rrrrr++rrrrrrr+r dtV of czag an (PLEASE PRINT 1) PROPERTY ADDRESS: LEGAL DESCRIPTION: IF EXISTING STRUCTSJRE, DATE OF ORIGINAL BUILDING PERMIT ISSUANCE: 'J?- ker Mont Year PRESENT ZONING/PROPOSED USE: Q COMMERCIAL/RETAIL/OFFICE nl R-1 SINGLE FAMILY Q INDUSTRIAL R-2 DUPLEX (Two Units) Q INSTITUTIONAL/GOVERNMENT R-3 TOWNHOUSE (Three + Units) ( Units) Q R-4 APARTMENT/CONDOMINIUM ( Units) 2) NAME: ADDRESS: CITY, STATE, ZIP: PHONE: 3)ti- NAME: ADDRESS: CITY, STATE, ZIP: PHONE: 4) ADDRESS: CITY, STATE, ZIP: PHONE: C MASTER LICENSE 5) s a •a au i ?? F LCONNECTION TO CITY SEWER K---- CONNE 6) ,-LLuLers License: Active Expired Not recorded St Ia n?£?'itiaT- v %/-f 6K ** THE GOLD COPY OF THE PERMIT WILL BE SENT DIRECTLY TO PUBLIC'WORKS TO FACILITATE METER PICK-UP. i ** PLEASE ALLOW TWO WORKING DAYS FOR PROCESSING. SOMEONE FROM THE CITY WILL CONTACT YOU IF THERE * ARE ANY PROBLEMS. t 1, 1 11 )N TO CITY WATER a OTHER FOR CITY USE ONLY PERMIT # ISSUED =.• Pd w/Bldg, Permit FEES: $ $ /C 5-(- SEWER PERMIT (INCLUDE SURCHARGE) $ $ 116-5-6 WATER PERMIT (INCLUDE SURCHARGE) $ 7 L G $ WATER METER/COPPERHORN/OUTSIDE READER $ $ WATER TAP (INCLUDE CORPORATION STOP) $ $ SEWER TAP $ $ /T'O ACCOUNT DEPOSIT - SEWER $ $ 5 -! ACCOUNT DEPOSIT - WATER $ n !? (1 $ WAC $ / SC-f1 O $ SAC $ $ TRUNK WATER ASSESSMENT $ $ TRUNK SEWER ASSESSMENT $ $ LATERAL BENEFIT/TRUNK SEWER $ $ LATERAL BENEFIT/TRUNK WATER $ $ WATER TREATMENT PLANT SURCHARGE $ OTHER: $ TOTAL RECEIPT RECEIPT DOES UTILITY CONNECTION REQUIRE EXCAVATION IN PUBLIC RIGHT OF WAY? Q YES IF YES, THEN A " PERMIT FOR WORK WITHIN PUBLIC NO ROADWAY" MUST BE DIVISIO ISSUED BY THE ENGINEERING N. LIST AS A CONDITION. SU BJECT TO THE FOLLOWING CONDITIONS: APPROVED BY':?_s= TITLE: DATE : ftnoC;? RESIDENTIAL BUILDING PERMIT APPLICATION CITY OF EAGAN 3830 PILOT KNOB RD - 55122 651.681-4675 New Construction Requirements • 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 & window sizes; poured 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 (bldgs with 3 or less units) DATE I --3oC?00z VALUATI JOB SITE IF MULTI-FAMILY BUILDING, HOW PROPERTY OWNE RemodellReoair Requirements • 2 copies of plan • 1 set of Energy Calculations for heated additions • 1 site survey for exterior additions & decks 3r?ob a PE OF WORK '?°? r ? ?T '• v FIREPLACE(S) /_0 _1 _2 _3 APPLICANT WnkLa4 SL?C 9-- J PHONE # bL.2 3Y?-16t ? ADDRESS 3 ?Ite S ZI/PCODE -5 - 7 PAGER # CELL PHONE # ?- F/jX # (?!1 g3 310 r x 3<1) ViL 'qaA _ vro b U(iY?T VI-Mx C I (AI S //01000 NEW RESI EN AL BUILDING ONLY - FILL OUT COMPLETEL Energy Code Category _ MINNESOTA RULES 7670 CATEGORY I u (check one) Residential Ventilation Category 1 Worksheet Submitte p FEB 0 4 2002 Energy Envelope Calculations Submitted II _ MINNESOTA RULES 7672 - New Energy Code Worksheet Submitted Plumbing Contractor: Plumbing System Includes: Mechanical Contractor: Mechsuicid System Includes: Sewer/Water Contractor: Water Softener Water Heater _ No. of Ballis Phone Lawn Sprinkler No. of R.I. Baths Air Conditioning Heat Recovery System All above information must be submitted prior to processing of application. Fee: 590.00 Phone # Pee: 570.00 Phone # I hereby acknowledge that I have read this application, state that the information is correct, and agree to comply with all applicable State of Minnesota Statutes and City of Eagan Ordinances. Signature of Applicant Certificates of Survey Received Tree Preservation Plan Received - Not Required Updated 1101 r -3o-aooz OFFICE USE ONLY ? 01 Foundation ? 07 05-plex ? 13 16-plex ? 20 Pool ? 30 Accessory Bldg ? 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 (screened) ? 36 Multi ? 05 03-plex ? 11 10-plex ? 19 Lower Level ? 24 Storm Damage ? 06 04-plex ? 12 12-plex Plbg_Y or- N ? 25 Miscellaneous ? 31 New ? 35 Int Improvement ? 38 Demolish (Interior) ? 44 Siding ? 32 Addition ? 36 Move Bldg. ? 42 Demolish (Foundation) ? 45 Fire Repair ? 33 Alteration ? 37 Demolish (Bldg)* ? 43 Reroof ? 46 Windows/Doors ? 34 Replacement *Demolition (Entire Bldg only) - Give PCA handout to applicant Valuation Occupancy MC/ES System Census Code Zoning City Water SAC Units Stories Booster Pump Nbr. of Units Sq. Ft. PRV Nbr. of Bldgs Length Fire Sprinklered Type of Const Width REQUIRED INSPECTIONS - Footings (new bldg) _ Final/C.O. - Footings (deck) - Final/No C.O. - Footings (addition) - Plumbing _ Foundation _ HVAC _ Drain Tile Roof _ Ice & W ater _ Final _ Other Framing - Pool _ Ftgs _ Air/Gas Tests -Final - Fireplace _ R.I. _ Air Test _ Final - Siding _ Stucco _ Stone - insulation - Windows (new/replacement) Approved By Base Fee Surcharge Plan Review MC/ES SAC City SAC Water Supply & Storage S&W Permit & Surcharge Treatment Plant Plumbing Permit Mechanical Permit License Search Copies Other Total Building Inspector j- 0 7Y899 jCam riA.5.iz r/av cr ALr?ati.Ygrz giicf??? M/PT'G No ? G I N 5 T A L L A T 1 U N STONEDECKmm PAN EIS "T" SUPPORT M A T R I X NATURALSTONE WEAR SURFACE HIGH STRENGTH COMPOSITE BASE P A N E L G Lt I E L I N E s ¦ CTENERAL LAYOUT CONSIDERATIONS Before installing the StoneDeck- system, it is important to consider a few helpful tips regarding planning & design issues to assure efficient construction practices and high quantity results. The first consideration, whether the deck is new construction or the remodeling of an existing structure, is to verify that all elements of the deck meet or exceed local building codes. Consult a qualified engineer for structural design issues. The StoneDeckT system installs over conventional framing of treated wood with joist spacing at t'-4" on center. A dead load of i o psf should be considered in the load calculations for the deck surfacing. Stonet)eckT exceeds all building codes for flexural strength of a decking material. When constructing a new deck to receive StoneDe&T"° panels, always set framing members at 7'4" o.c. in a uniform, square and level condition. At deck perimeter conditions, setjoist dimensions to be at t'-4" to the outside edge ofjoist versus centerline. For decks with non-conformingjoist layouts or where some joists are out of level or square, refer to the section on page G. of this brochure which provides guidelines for Adjustments and Non-Conformingioists Spacing" ¦ TOOLS The following is a general list of tools needed to install 5tone0eck-. • Tape Measure • Rubber Mallet • Spacing Tool • Screw Gun/Driver (by StoneDeck-) . Drill & Bits • Large Square • Construct. Adhesive (3/4/5 pre(erred) (PI-400 or equal) • String Line . Caulking Gun • Straight Edge , Ladders • Safety Planking (as required) (as required) . Tub Saw, Wet Gloves 4" Grinder • safety Glasses Next, consider the following planning/design rules of thumb for aesthetic and quality construction results. Almost any deck shape is achievable with stoneDeck-. Rectangular shapes are the easiest to construct due to the square StoneDeck* panels and interlock matrix, but curves and diagonals at the edge conditions are also achievable with some cutting If possible, size the deck to work with the full size of the StoneDeck- panels. This will matchjoists to panels and minimize cutting of panels or matrix members. If the aesthetic pattern of the 5toneDeck- panels is critical due to a feature element like a central doorway or some other consideration, it is advisable to draw a deck layout (Figure t) at an appropriate scale to verify that the panel layout aligns with the structure and meets the desired design results. It is important to consider how the panel pattern is affected by stairs or other features and what type of edge condition and safety railing will be used. Edge condition options are detailed later on page S. of this brochure. Finally, it is important to select the appropriate start point for the layout. Generally, it is always desired to have "I panels at the outer edge conditions, with cut panels to be located in the nun-traffic area along the building edge. This again is a function of aesthetics as well as ease of application. In some cases a balance of partial panels at edge and bu lding is desirable. In all cases, panels of less than 2" dimension due to cutting, should be avoided by initial layout verification. EXAMPLE PLAN LAYOUT 7t 'JOISTS Fuze i @ PANELS; - y p6 O.C. EDGE TRIM pt[. __ DETAIL 1 (see ?jnoprions) cLrrj PANE CLIT AT 4545 I FALL PANE PANELS AT 45 No 2 ¦ INSTALLATION OF "T"SLLPPORTS Once the start point has. been selected, it is now time to begin installing the "T" Supports by fastening them to the woodjoists. Before setting or fastening the "T" pieces, check that the joists are square to the building. LLse a large square or measure from a straight edge on the building in the 3-4-5 method shown in (Figure 2) at right. Use a string line to verify joist straightness. Next, add a weather barrier to the top of alljoists by placing a bead of silicone sealant or weather sealant tape at the top surface of the joists. This prevents moisture from being trapped under the "T" support pieces, which could cause deterioration to the structural frame. To begin the "T" Support layout it is recommended thatyou start at a joist in the relative geometric center of the deck. Again, make sure the joist is square to the edge condition, then fasten the "T" Support in place along the entire joist using screws in the pre- drilled holes. use a stringline along the first "T" Support to insure straightness. Use a StoneDeckr- "spacing tool" (15-3/4" width between joists) to place and fasten additional "T" pieces to the joists on each side of the initial starting point (Figure 3). Progress from the start point toward the side edge conditions. It is critical that the "T" Support elements are installed on thejoists at 1'-4" o.c. Fasten all "T"'s with #7 x 1-1/4" exterior grade screws at the pre- drilled, countersunk holes along the length of the "T". Continue checking for square and level as you progress with the "T"s. It is recommended to check the accuracy of the spacing by setting StoneDeck? panels for an entire row in a loose, unfastened condition. Always set screwheads at the "T" piece flush in the counter sunk holes to avoid any condition where the raised screwheads restrict the stoneoeck- panels from placement and interlock with the "spline" element. ¦ INSTALLATION OF PANELS As a general note, the correct panel orientation for spanning the distance between joists should be where the ribs on the panel bottom run perpendicular to thejoists. In this way, the panel is set k its optimum structural orientation and also provides a path for the natural drainage of water through the system. As stated previously, start the first row of panels at either the outer perimeter edge or the building edge, depending on location of full panel aesthetics (Figure 4). It is recommended to set an entire row of panels prior to insertion of the interconnecting"spline" element. 3 Using a large square or tape measure, set up a 3.4.5 triangle as shown to verify that the joist framing members are square to the building. Adjust as required to achieve a square layout with joist spacing at 11-4"o.c. arnuno wVueu SPACING of °T" SUPPORTS - AT EXACTLY 1' - 4" o.c. wrmour THE NEED TO USE A TAPE MEASURE Build to each side from start pointjoist. "T" SUPPORT PIECE AT 114" O.s. Install full row of panels. ON ® 3 ¦ INSTALLATION OF PANELS (continued) In most cases the normal method of construction is where the StoneDeck•" panels rest on the "T" Support element and are properly spaced apart on all edges with a 1/8" minimumgap. Note: Tile spacers of appropriate size may be used to achieve accurate gapping. Where the outer edge detail conditions use cut panels to fit the geometry and a spline cannot be used to fasten both sides of the StoneDeck panel; apply a bead of construction adhesive (PL400) along the "T" Support and set the panel into it ¦ INSTALLATION OF SPLINES The spline element is used to interlock all panels to adjoining panels by fitting in the manufactured groove on (2) sides of each panel (Figure 7). The entire connection matrix is locked to the woodjoists structure by fastening the "spline" through the center of the "T" Support using the pre-drilled countersunk hole in the spline (Figure 8). At the deck perimeter conditions, where the first and last joists support the StoneDeck'"` panels, a "T" Support piece can not be used to support the panels, due to its wider dimension for normal support of panels on each side of the raised "T" element. Instead, use the narrower width spline piece, fastened along the first and lastjoists, in a continuous manner, to support the StoneDeckTM panels at the same height, as the panels at all otherjoists between the first and last. Once a row of panels is in place, you can now set the "spline' into the receiving channel on the open side of the panels. Using a rubber mallet lightly tap the spline into the grooves for its entire length (8'-0"), keeping in mind to center the counter sunk holes in the spline piece to a position directly over the center of the "T" Support (Figure 8). once the spline has reached the back of the groove, you are now ready to fasten it in place. Fasten with #G x 1.1/2" self tapping exterior grade screws. With this completed, continue setting rows of panels and locking them in place with the "spline" elements. Pemember to use the spacer elements to maintain the 118" gap. Leave end cutting situations for later, once the general deck field of panels has been placed and locked. STONEDECKn PANEL RAISED "T" FOR PROPER SPACING POR T PIECE PIECE if. SILICONE OR WEATHER BARRIER TAPE WOOD FRAMING MEMBER STONEDECKn" II$"MIN. PANEL I'-4" o.c. I'-4" o.c. I I ,. 1 "T"SUPPORT L 4 . PIECE ' 3 SILICONE OR WEATHER BARRIER TAPE WOOD FRAMING MEMBER Section View ®® 4® ¦ EVCTE DETAIL Now that the StoneDeck"" panels have been placed over the main deck area, you can finalize the deck by completing the edge details. Prior planning before you start the deck is advised to pre-arrange the edge condition desired. The details at right are a few options on how to finish your edge conditions. The edge condition can be treated from simple to ornate, in order to meet your aesthetic interests. When Considering the edge/fascia condition, it is recommended that the safety railing aesthetics and details be coordinated to have a continuity of appearance. If a wood rail and picket / ballaster concept is desired, then a wood edge/fascia is a logical choice (Figure 9). If a wrought iron railing system is your material of choice, then a StoneDeck'"` panel fascia would appropriately compliment the railing (Figure 10). Gut StoneDeck*"` panels. to the desired size for use as fascia panels. Fasten to sub-fascia and panel edge above with construction adhesive and/or hidden mechanical fasteners. Sub-Fascia options: wood trim, Composite trim, vinyl or metal. other materials or combinations can be considered for site specific aesthetics. with the edge/fascia determined, prepare the StoneDeck'" panels to fit each condition appropriately. cut each panel as required to fit the opening and attach to the sub-fascia or matrix of"T" Supports or Spline using a construction adhesive (i.e. PL400 or equal) if a spline interlock is not possible. This condition may exist at the building edge where possible shortened panels are located or the panels are at irregular curved or diagonal perimeter conditions. Note: railing supports (vertical) must be appropriately fastened to the deck or fascia structure to handle all barrier loads per code. DO NOT fasten railing directly to the StoneDeckTM panels. ¦ CUTTINCT THE PANEL STONEDEckm PANEL PIECE WOOD FASCIA i WOOD ?. SUB-FASCIA (3, USE SPLINE PIECE TO SUPPORT STONE DECK PANEL Wood Edge Detail. STONEDEckm PANEL SIDgYIEW l T "" SUPPORT M SUPPORT PIKE V E t a t I s 1 WOOD REMOVE, f FRAMING PLATE t ( MEMBERS UNDER STONE SURFACE TO ALLOW FASCIA ---[hhtFF PANEL SE SPLINE AT EDGE CONDITION FR CLOSELY TO SUPPORT STONE DECK PANEL rMunri Stone Edee Detail Stone-Deck- panels can be cut by using diamond tip saw blades. If only a few cuts are needed, then dry cut with a diamond blade in a circular saw used in conjunction with a rip guide. If many cuts are required, it is recommended that a wet saw be used to avoid overheating the blade and the resulting negative impact to the StoneDeck°° panels. wet (tub) saws are typically available for rent or purchase. ®® 05 ¦ ADJUSTMENTS AND NON-CONFORMINC7JOIST SPACINCT Ifyour existing deck framing does not consistently conform to the 1'-4" on center spacing or there pre-exists an unusual layout that will not allow the 1'-4" o.c. spacing, then the following installation helps and hints should apply. The StoneDeck- panels are made to fit with the "T" support matrix to a framing condition where the joists are spaced a consistent 1'-4" on center. If some joist spacings are off by t-7/2" or less, you can add a 2 x 4 treated lumber (nailer cleat) along side the nun-conforming joist to bring the dimension back in specification (Figure 11). If the joist spacing is non-conforming to the point where add on nailers will not allow the framing to meet the 1'-4" o.c. specifications, then an option is to use the 'cross joist" support system (Figures 12 & 73). This method is an adaptation of the standard "T" Support method where an added framing member (1"x 4" treated lumber) is used for stiffening purposes. The added framing member allows the "T" Support piece to run perpendicular (at 90°) to the main framing joists (Figure 12). As with the standard "T" Support piece method, start at a location on the deck where full panels can be installed, (i.e. perimeter edges or house edge). Measure along thejoists and mark the 1'-4" o.c. increments. Next, with a chalk line, snap a marker line to the joist tops. with these locations marked, place and fasten the 1'-4" framing member centered on the chalk line (Figure 13). Fasten with #6 x 1-1/2" self tapping, exterior grade icrews. Before placing and fastening the "T" Support pieces, again measure and mark with a chalk line the 7'-4" o.c. spacingon top of the added 1"x 4" member. Next, place and fasten the "T" Support pieces along the chalk lines as described on page 3 of these instructions (Figures 2-4). Use the StoneDeck- spacing tool to verify the correct 1'-4" o.c. spacing. STONEDECK? PANEL 1'-4" O.c. 1'-4° O.C. '? !, ADD AN 11 "T" SUPPORT i" lj? ADDTONAL PIECE (TRUtEO wMBER) _ - NAILER C?Ar tl .? ro wuow °T° i 11 To BE SECURELY TO BE SECURELY WOOD FASTENED TO FRAMING FRAMING MEMBER AND MEMBER MAINTAIN 1'•4' O.C. SPACING. RAN B ,.... li` rarer F MAIN SUPPORT > 1 JOISTS "T°suPPORT PIECE# FASTENED TO CROSS 1'. 4'ADDED FRAMING JOIST I'x4-MEMBER MEMBER (TREATED UMBER) RUNNING CROSS JOIST (SO') TO MAIN JOISTS - m FA %Pm wDR 66x1-1112 SCPAK- 2 PmJDBT L0Q,MM Ir ?xs? ®¦ 60 ¦ ADJUSTMENTS AND NUN-CONFORMINCTJOIST SPACING (contlnued) Ifjoists have a high crown or a low point which can be verified using a string line from check points at the joist ends, then follow these helps and tips to correct the condition to meet the specification. H I G H C R O W N T Adjust by removal of the crown area with a plane or saw. Note: with new framing, allow a period of time before per- formbga4wtments to allow lumber to acclimate and a,#,ust through shrinkage and release ofmoistura L O W P O 1 N T Adjust by shimming at the fastening points of the 'T' Supports. or ifpossible, remove thejoistand relocate in same location but with the crown up instead ofdown. Shims need to be treated lumber or a non-deteriorating material (ia plasucgaskem neoprene.) Beyond this, any number of conditions can exist where some additional adjustment may be necessary. Always plan ahead to avoid major problems. The goal is a level, fully supported and fastened StoneDeck- system! As previously mentioned, apply construction adhesive (PL400) where screw fastening is not possible due to conflicts or situations where the splinegroove has been removed through modification to fit the framing condition. ¦ MAINTENANCE & CARE StuneDeckTT" is made of durable long lasting components. The top wear surface is natural stone which has many unique characteristics, color variations, graining, size, cleftinp just to mention a few. Some chemicals, salts, oils or animal grease may cause discoloration in an area of contact. A sealer will help prevent this from affecting the StoneDeck* panels. Taking care of the stone surface is as simple as applying an appropriate sealer (i.e. Miracle Sealant) every 1-5 years and possibly power washing the stone surface as required to remove soiling. Power washing can also remove any build up of debris that may collect in the open space between StoneDeck- panels. Sealing all StoneDeck- panels after installation is essential and required under the warranty provisions. ¦ CAUTIONS StoneDeck' must be installed with ribs (at bottom side of panel composite plate) running perpendicular to "T" Supports. DO NOT run panels in an orientation where ribs run parallel to the "T" Support. Panels in this position are not oriented for full strength. • In areas of intense sunlight, lighter colors of stone are recommend- ed to avoid solar gain and heated conditions. with dark colored stone panels, advise the end user to always check the surface temperature prior to touching with bare skin. • Always wear goggles and gloves when cutting the stone/high strength composite panels to avoid injury. ¦ STONEDECK- SPECIFICATIONS Specifications and Installation Guidelines are subject to change without notification ®® ® 7 See us at www.stonedeck.biz StoneDeck- offers a 10 year limited warranty. See your StoneDeckr" representative for details on this ageless product. ¦ STONEDECK- MATERIALS OLVIDE StoneDeckTM Panel Each panel covers an area of 16" x 16" or 1.78 square feet. Panels weight - 8 to 10 lbs. per s.f. depending on stone type. check with your StoneDeck° supplier for specific weight by stone type. Panel strength will range from 4,000 psf to 5,000 psf in flexural strength. Strength varies with stone type. Water absorption ranges from.03 to 1.1 % depending on stone type. Surface treatment - varies by stone type - honed, antiqued, flame treated or natural clefting may be used to create a slip resistant surface. Polished surfaces are not used. "T" Support High strength composite pieces are 8'-0" long Each full StoneDeckTM panel uses 16" of"T" Support on one side. Spline High strength composite pieces are 8'-0" long Each full StoneDeck- panel uses 16" of spline on one side. Add additional spline to quantified total to cover edge conditions. Screws Use #7 x 1-1/4" countersunk, philips head, coarse thread, exterior grade screws to fasten the "T" Support to all wood framing members. Use #6 x 1.1/2" self tapping, countersunk, philips head, coarse thread, exterior grade screws to fasten spline piece through "T" Support to wood framing. Finish on all screws may be: zinc plated, galvanized, or Evercote-. The "T" Support and spline are pre-drilled and countersunk to fasten screws at 1'-4" o.c. Some field adjustments may be necessary by adding drilled and countersunk conditions as non-conforming situations. construction Adhesive Use an exterior grade construction adhesive (PL400 or equivalent) to fasten composite panel bottom surface to composite spline or"T" Support pieces as required. Weather tape or silicone sealant To help resist deterioration of treated wood elements, provide weather tape or silicone sealant along tops of all treated structural woodjoists to receive "T" Supports and at edge conditions to receive spline pieces. Sealer Use of Miracle Seal 511 Impregnator is recommended on all StoneDeckTM panels applying it to the side edges and top surface in all areas of freeze/thaw. Distributed By: DECK TECHNOLOGIES, INC. • P.O. Box 25225 • Woodbury, MN 55125 • (651) 459-3049 ph./fax. 02001 StoneDeck is a trademark of Deck Technologies, Inc. • Patent Pending • U.S. 8c International Stove Henjum OFFICE! 651-456-9569 FAX: 651-322-7403 FAX PA Fax Number: 6R - L -7-577- 45,6 f t- F Total Number aF Pape. Including this page.: TO 30va MOND O1 Wood 86T9T97ZS6 T0:80 900Z/0Z/80 86T9T9VZS6 Please deliver the following pages to: Le Pas Design, Ltd. Rooms to Grow, Inc. Page 2 Residence at 3600 Tanglewood Ct.; Eagan 9/20/06 4) Reference Detail 2/510. In place of the USP MP3 framing angle a Simpson H1 connector was installed on each side of the 3-ply LVL beam to connect the top of the beam to the truss. • This connection was intended to laterally stabilize the top of the beam. Although the Hl connector provides less lateral resistance, it is my opinion, that the connection as done in the field should provide adequate stability for the anticipated loads. • No additional detailing is required. 5) Reference Detail 5/S8. A LISP THF261 1 2-2 hanger with additional blocking, was used instead of the LISP SUH26-2 hanger. • Although the additional blocking offsets the load to one side of the hanger, the connection appears to have, in my opinion, adequate nailing to support the anticipated loads. This was additionally verified by LISP engineering. • No additional detailing is required. To summarize, items #4 & #5 require no additional work by the contractor, and are in my opinion adequate to support the anticipated loads. It is also my understanding that the changes required in items #2 & #3 have already been addressed. Additionally, if all corrections are made as outlined above, and according to the attached Field Bulletins, it is my opinion, that those elements will support the anticipated loads. If anyone has any questions, please feel free to contact us. Respectfully Submitted, Linda L. Brekke, P.E. President, Le Pas Design, Ltd. Enc. • Appendix A, Photo Page 1 • 2 page Field Bulletin - pages S-1.1 and S-1.2 CERTIFICATION I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly LicensseddSProfessionaallJEn/ginee/rruund'er the 1a of the State o . nnesota. Linda Loye Brekke, P.E. Date: h-,//,1/1z', License # 42681 StoneDcck.biz 651.459.3049 - How to install. atgaeLlecfc Stone Colors ® Dealers ® Contact Us ® Instructions ® Album lint ® Moet viewed ® Top rated StoneDeck.biz 651.459.3049 - An America Ideal MContact StoneDeick.biz Installation of Stonedeck with Joist Plat, 1. Layout - When installing Stonedeck, first spend a little time considering layout possibili6a?. Make sure the deck ie solid blocking is necessary 0 the joist span is greater than seven feet. Solid blocking should be installed at 4 to 5 foot deck frame for square ness. Plane down any crowns and shim where joists sags are unavoidable. Typically one woui down on the outside edge and work back towards the house. I his VIII assure a full tile at the outside edge and elimin many deck configurations that may result in starting in the middle or at the house. 2. Starting - Familiarize ynurself with the joist plate and the Stonedeck panel and how they fit together. We are able' with the joist plate by making field cuts. You will need to have a cutoff saw to accomplish the cuts ocaessary in the m "B" (see cut diagram 1) and place on the joist in the center of the deck. Screw part "B" down to the joist. 'Note" If scr don't rover the joist below it is offset too far and will need to have a 2x4" sister joist installed underneath it to provide l 3. Edges - When installing along the edge, if tha flying spline doesn't engage with the groove on the Stonedeck pane piece apply an exterior construction adhesive on the surface of the joist plate to secure the Stonedeck panel to the joi 4. Stringline - le it improtant to run string lines in both directions of the deck to insure a straight line and proper Stone has built in spacing tabs that are designed to give minimum spacing required. Additional spacing may be neuiti"my t spacing. 5. Subsequent Rows - Once the first row is installed the second row of Stonedeck panels can be placed. Care shou Stonedeck panels. NOTE: The Stonedeck panels are stronger in one direction than other. two ends ob on the otLoe he plate will run from joist to joist If the Stonedeck panels are placed in this manner the groove on the the joist plate. After placing the second row of file a joist plate "A" can be placed underneath the Stonedeck panel. P countersunk screw hole in the center of the flying spline is exposed. Put a screw into the spline hole and Into ure juisl staggered in remaining exposed holes (three screws per Joist Plate). You may now place subsequent rows. (see dia 6. Finishing - If you have etwtad on the outside and have worked back toward the house you may have a situation v Stonedeck panel. Place joist plate part "B" up dose to the house. Take exterior construction adhesive and apply ge plate part "B Take the Stonedeck panel and starting at about 45-degree angle slide the panelwith the grooved end i previous row and clowly drop into place. Woight should be applied to the top surface of the cut Stonedeck panel to m construction adhesive. T Questions? - If you have additional questions please contact your Stonedeck Dealer or contact us at 651.459-304: stonedeckwuut.com http:llwww.stonedeek.bizlmanual.htm 8/23/2006 Z0 39tid MOa9 01 WOOD 86T9T9VZ56 TO:80 90OZ/0Z/80 StoneDeck.biz 651.459.3049 - How to insWI StoneL%cr Part - B Part - c -??-?.-cur ? C4 :, ; .f Cut Part - B Part - A Diagram #2 STONEl3f CK` PAryt7.= -, 'i L'-4" O.C. t?i .. JOISF 1 PLATE V LNUUO ?' http://www. stonedeciLbiztmeLnual. htm "'4„ 0-t. Mtl AN ADNt71ONF: NNL[k LIMA SOALLOW JOfST PLATE 10 BF SECURELY 'ASTeAta'IS) ik.4MtxC a uLv. v... Diagram # Part - c 60 39Vd Modo 01 wood 86I9T90Z96 L0:80 900Z/0Z/80 StoneDeck.biz 651.459,3049 - HOW to instant atoneuOCK Patents Pending copyright 2000-2006 all rights reserved. website team contact 6i[c Crealed by The Computer US 9 Lull service IT Company littp,//www,stonedock.bi7JManugLI.htm b0 30Vd IMMO Di 400a 86T9T9bZ96 8/23/2006 10:80 900Z/0Z/80 &T?onr_ (kviL ulS In &) k4i (d5 I-q51-30L(9 Answers to Fre9uend9 Asked Questions A6aut jtonej)eckT' What Is StotteDedr? StoneDWA CombmeS prert IU"uality natural slatgb, granites and quartz4o with a high strength composite backing. This system features a fastening matrix that connects to the deck frame while interlocking all structural panels in place. There is no mortar orgmut. The high-strength panels and interlocking matrix form a structure that is flexible, yet strong enough to support 4,000 pounds per square foot How big are the tiles and how much do they weigh? F-ach the is 16" x Ur and covers 1.78 square feet. A single file weighs 15 pounds (gLbs per square foot), including the composite backing- Height is 1-1/S' from top of Joist. What stone types and actors are avallable? StoneDeek is currently available in three slates: green, gray and muiti=mlor: two granites sand, china black: and a quartzite. Lighter colors will be cooler if your deck is in direct sunlight. As with any natural product, slight color variations are to be expected. Color samples are available upon request Can StoneDeck be used in cold climates? Yes. Stone selection is Important. Granite and Quartzite are a much denser stones and withstand the elements much better than Slates Can StorieDeck be placed over a concrete slab? You can install StoneDeck over a concrete slab but R would be more cost-effective for you to use a stone wkhout our system's special composite backing. Is the stone surface slippery? The &tur,06 we use have a natural non-skid surface. The sudanas of the slates and quartzite have clefts and the granites are flamed--they are roughened rather than polished. How does water drain with the StoneDeck system? This system's fastening matrix ie designed to allow VW joints between each stone tile. Water drains through the joints and away from the deck surface. The ribbing on the composite backing elevates the stone tile off the 'joist plate' or joist. This allows the water to flow away from the deck frame and preverrts water damage. Who Installs the StoneMck system? ? or dock builders, and landscape StoneDeck can be installed by carpenters. contractors. A handy homeowner can also install the system. We can provide detailed installation instructions and guidance. aw S0 30Vd MONO Ol V,'.;06 86T9T9VLS6 10:80 900L/0Z/80 Can StoneDeak be used to create a balcony over a living space? StoneDeCk can be used to cream beautiful balconies or reised patios. For these applications it is critical to first install a waterproofing system such as a sloped waterproof membrane. The waterproofing system is independent of the StoneDeck system. Installation details for this application can be found in our supplemental Installation guide. What type of framing Is used with StoneDeck? The StoneDeck system is designed to work with conventional deck framing. It can be installed over an existing deck frame if 0.. is serviceable. Your installation contractor can help you determine if a new frame is necessary. What is the cost of the StoneDeck system? You can expect to pay $1 S-$18 per square foot for the stone with the composite backing and the fastening matrix. Add approximately $4-57 per square foot for installation labor. Structural framing maybe an additional cost and will depend on the scope of your project. How Wes StbneDeck compare to a traditional wood deck? StoneDeck is a permanent surface that does not have the maintenance and deterioration issues associated with wood surfaces. The long-lasting components can handle the harshest climate conditions, Should the stone be sealed? we recommend using an impregnating sealer to prevent potential stains from mills and other accidents Using this type of sealer will not change the stone color. In Soulttem California, the stone surface should be resealed every four to six years. Will On stone surface crack over time? The surface of your StoneDeck system will not crack. unlike conventional mortared file that is rigid, StoneDeck is a flexible system that does not require mortar or grout. Can the stone tiles be cut? The StOneDeck tiles, with the composite becking, can be cut using a diamond blade or wet saw. How are the deck edges finished? You can give your St neDeck a finished :oak by nailing fascia board in place. The stone can also overhang the edge with a piece of stone tile gloed beneath as a skin. oproject? For more Information nd assistance, contact like to discuss your Stone Deck West Inc. 4025 Nelson Ave Concord, CA 94520 (925) 6564159 90 39vd M0Z19 01 WOOb 86T9T94Z56 T0:80 900Z/0Z/80 Stone Deck Specifications 1) Stone Deck Panel a. Size- 16 "x 16" = 1.78 soda-Z feet b. Mborglass and Stone union c. System thickness is 11/16" from top of joist to top of stone. d. Panel weight = 8 to 10 pounds per s.£ depending on stone type- e. Panel Strength minimum of 4000 p.s.£ of flexural strength. Strength varies with stone and done in accordance with AC # 174. f. Flame spread meets ASTM E 84 2) Fiber Re-enforced Bacldng a. meets or exceeds ASTM test i. D790 - Flexural strength ii. D639 - tensile strength iii. D695 - Compressive strength iv. D953 - Dearing strength v. D570 - water Absorption vi, D696 - Coefficient of Thermal Expansion vii. D635 - Self Extinguishing 4) Stones a. Size nominal 16'x 16" X 9/16" b. Stones have an ASTM #C121 water absorption of .01 %-1.1% depending on stonc typo. Granites have an ASTM #C1(126 Freeze thaw unaffected rating or a natural resistance to damage under freeze thaw conditions. C, Generally all stones have an ASTM# 1028 coefficient of friction equal to or greater than wood or composites. (Granites have a thermal or sandblasted surface and States have natural clefting) s) Joist Plate a High Strength polyethyl.?e cnmposite - 9 518 inches long with a connecting spline molded to the phtte. Four 118" spacers are molded to the plate on each wing to self space the Stone Deck panels. Each Joist Plate is pre-drilled to tun on top of the joist and requires a avntmum utthree screws (one in the center and two in opposing holes on top of the joist)- 6) Screws a Use #7 x 1114" countersunk screws in the Joist Plate counterstmlc screw holes. b. Make sure screws are compatible with the frarning material. 7) Construction Adhesive a Use an exterior grade construction adhesive (PL400 or equivalent) to fasten panel to Joist Plate as necessary Page 1 of 2 L0 30Vd Modo 01 Wood 86L9I97Z96 t0:80 900Z/0Z/80 8) Sealer a. Use of au impregnator sealer is required to reduce staining and to Protect the stone in freeze thaw renditions. A Page 2 of 2 90 3OVd MONO 01 wood 861919PZ96 10:80 90OZ/OZ/80 ME 5t0neDeCL,M Commonly asked questions: 1. How much space does 1 panel cover 2. How much does it cost? 3. How does it work? 4. How strong are they? 5. How do you cut the panels? 6. What if my spacing is off or isn't 16" o.c.? 7. How many come on a pallet? Each panel covers a 16"x 16" area or 1.78 sq. ft. Call your local dealer. Stone panels (compressive element) are laminated to a high strength composite (tensile element) to give you a thin lightweight structural panel. StoneDeckT" panels tested for flexural strength give us 4000 Ibs./sq. ft. The'panels are cut with a diamond blade saw either wet or dry. Joists can be added or nailers applied to the side of the joist, or a 1x sleeper can run perpendicular to the joist. 100 panels or 178 sq. ft. 8. How much weight will this add to my deck? StoneDeckT" will add 8 to 9 lbs./sq. ft depending on stone species. Most decks are framed for 15 lb. dead load. 9. How does it compare to wood? 10. What kind of maintenance does it require? 11. What colors and stone types are available? 12. Where can I buy StoneDeckT"? 13. Do you grout between tiles? 14. Can I use the same stone inside my house? 15. How does it hold up to freeze/thaw? 16. Where does the stone come from? 17. Can I use it on a second level deck? 18. How do I trim the edge? 19. Do you offer custom architectural applications? It doesn't ! You're converting a plain deck into a stone terrace or patio. Sealing the stone every Fall in severe climates is recommended. Check with your local dealer. At most lumber yards, deck suppliers, masonry and stone yards. Grout between tiles is not necessary. The %gap provides for water drainage and the ability for the deck to flex. Yes, un-backed stone can be ordered. Each stone type is submerged in water and test through 100 cycles. All stones, unless specified are durable for northern climates. We import stone from all over the world. Yes You can use cedar, stone, or any other conventional trim. Yes Deck Technologies Inc. • P.O. Box 25225, Woodbury, MN 55125 • Phone/Fax 651.459.3049 • www.stonedeck.biz COMPOSITE MATERIALS TECHNOLOGY CENTER Winona State University Winona, MN 55987 Deck Tech Stowe Tile Flex Teat Tat typo Flex 0peratartame: MoechnWlizsbals InstroaCorpondiun Ver.80d Series IX Automated Materials Testing System Sample Identification: GR06.m Test Date: Friday, June 22, 2001 Interface Type: 4206 47 sample Bate (ptslum): 10.0000 Humidity { °A )? Crosshead Speeds 0.1000 iwmiu Tempervure: 67F Full Seale Lead Range: 30004.000 IN Specimen Geometry: Rectangular Width: 16AM In Depth: 0.8130 to Spm: 14AM in sample comments: slate/Flberglssa Load Di*=Cnt Width Depth Span at Yield at Yield 0&xlaad) (Max load) (m) (m) (in) pbf) (in) 1 MOW 0.813 14.000 5571.000 0.164 2 16.000 0.813 14.000 6399.000 0.196 3 16.000 0.813 14.000 4418.000 0.139 Mean 16.000 0.813 14.000 5461667 0166 S.D. 0.000 0.000 0.000 994.933 0.029 C.V. 0.000 0.000 0.000 18.213 17.17? G E 0 T E K Inc. A Whole New World of Composites June 22. 2001 To John Potter, Deck Technologies From. Bruce Blumentritt, PhD, Director of Research and Development Subject Load/Deflection Test Results, Stone/Fiberglass Composite Tiles rhis is a brief summary of test results obtained at the Composite Materials Technology Center at Winona State Unix ersity on June 22, 2001: lest specimens. • Slate and Granite 15.9+8" squares bonded to 03125" maximum thickness fiberglass composite backing. • Slate is nominal 0.50" thickness. • Granite is nominal 0 75" thickness. • Fiberglass composite backing and finished Deck Tech bonded tiles were made on production s. stems usirn production workers. 1_.oad/Deflection Test Method Test span: 14", tile supported perpendicular to fiberglass roving and rib orientation as in deck application. Supports 1 60" diameter steel tubes giving line contacts with the fiberglass bases. I.cading contact. 12" long wood 2" X 4" on wide side. Loading rate i) l"hninute Slate/Composite: load at failure, Ibs 5571 (13')4 4418 nican 546, G ra a i t e/Cons pos ite: Load at failure, Ibs 9056 9777 9;94 7961 7977 mean 991, Deflection at failure, in 0.164 0 196 01,119 0,166 Deflection at failure, in 0.210 0.215 0.222 0.200 0.189 0.207 Summary and Conclusions: 1, Load!deflection performance looks excellent, far exceeds requirement. All of the above failures are in the stone materials, fiberglass bases are not damaged at all in these tests. 1421 Second Ave. N.W. (507) 533-6076 Stewartville, MN 55976 FAX (507) 533-4784 Varr Sickle, Allen Associates. Inc. February 28, 2002 Mr. Mike Bunnell, CBO Inspections Manager City of Brooklyn Park 5200 85 h Avenue North Brooklyn Park, MN 55443 RE: Load Carrying Capacity Composite Stone Deck Unit For Residence at: 4727 Ladyslipper Avenue North VAA Comm. No. 202056 Dear Mr. Bunnell: The individual composite "Stone Deck" unit is 16" square with slate (1h") or granite (34") bonded over 0.3125' fiberglass. It spans between supporting deck joists spaced nominally 16" on center. The laboratory tests conducted by Geotek in Stewartville, Minnesota concluded that the mean load required to produce failure due to bending was 5,463 lbs. (across the 16" width, or 4,097 lbs./foot). (Higher at 6,625 lbs/foot for the granite/composite unit). It was noted that those loads are on the order of 30 times the maximum snow drift load (maximum anticipated live load to the deck). They far exceed the code required live load capacity of 60 psf for exterior decks and for the accumulated snow load (maximum) of 120 psf. Please call if you have other questions. Sincerely, VAN SICKLE ALLEN & ASSOCIATES, INC. Richard A. Van Sickle, P.E. Chairman/CEO I`TfCfgs;,?, Liar' w ;iu RAV/c= Copy: Mr. John Potter Deck Technologies, Inc. P O Box 25225 Woodbury, MN 55125 "002 Pr(j=L%=056M3acamc MM2812b=iell.lu.dm 21955 Xenium Lalle North, Suit IO.1°IvrnA, MN `VA? l 17993)559-9109 Fax;763 559-8123 Planners & Engineers tot the Grain, NO & Flour Innuslnes Consulting Engineers to the Commercial & 3nduslrial Mantels COMPOSITE MATERIALS TECHNOLOGY CENTER Winona State University Winona, MN 55987 Deck Tech Stone Tile Flex Teat Test type: Flex Operator name: MoechnigJHasbata Sample identification: GE06.22A Interface Type: 4206 Sample Rate (ptsiseca): 10.0000 Crosshead Speed: 0.1000 in/min Full Scale Load Range: 30000.000 lbf Specimen Gcometry: Rectangular Width: 16.0000 in Depth: 1.1040 in Span: 14.0000 in Sample comments: Graniteffiberglass matron Corporation Vcr.8.04 Series DC Automated Materials Testing System Test Date. Friday, June 22, 2001 Humidity (% ): 48 Temperature: 67 F Load Displcment Width Depth Span at Yield at Yield (Max Load) (Max Load) (in) (in) (in) (lbf) (in) 1 16.000 1.104 14.000 9056.000 0.210 2 16.000 1.104 14.000 9777.000 0.215 3 16.000 L104 14.000 9394.000 0.222 4 16.000 1.104 14.000 7961.000 0.200 5 16.000 1.104 14.000 7977.000 0.189 Mean 16.000 1.104 14.000 8833.000 0.207 S.D. 0.000 0.000 0.000 828.961 0.013 C.V. 0.000 0.000 0.000 9385 6.250 Stone Deck Specifications 1) Stone Deck Panel a. Size- 16 "x 16" = 1.78 square feet b. Fiberglass and Stone union c. System thickness is 1 1/16" from top of joist to top of stone. d. Panel weight = 8 to 10 pounds per sq.ft. depending on stone type. e. Panel Strength minimum of 4000 p.s.f. of flexural strength. Strength varies with stone and done in accordance with AC # 174. f. Flame spread meets ASTM E 84 2) Fiber Re-enforced Backing a. meets or exceeds ASTM test i. D790 - Flexural strength ii. D638 - tensile strength D695 - Compressive strength iv. D953 - Bearing strength v. D570 - Water Absorption Vi- D696 - Coefficient of Thermal Expansion vii. D635 - Self Extinguishing 4) Stones a. Size nominal 16" x 16" x 9/16" b. Stones have an ASTM #C121 water absorption of .01%-1.1% depending on stone type. Granites have an ASTM #C 1026 Freeze thaw unaffected rating or a natural resistance to damage under freeze thaw conditions. c. Generally all stones have an ASTM# 1028 coefficient of friction equal to or greater than wood or composites. (Granites have a thermal or sandblasted surface and Slates have natural clefting) 5) T Support a. High Strength fiber re-enforced composite - 8 feet long. Each panel uses 16" of a T-support on one side on top of the joist. Each T-support is pre-drilled to run on top of the joist. 6) Spline a_ High strength fiber re-enforced composite - 8 feet long. Each panel uses 16" of Spline on one side of the panel running perpendicular to the joist. b. The Spline locks into the groove of the panel and is then screwed through the T-support and into the joist. Each Spline is pre-drilled 16" on center. 7) Screws a. Use #7 x 11/4" countersunk screws for the T-support and #6 x 11/2" countersunk screws for the splines. b. Make sure screws are compatible with the framing material. Page 1 of 2 0 35l ako 2006 RESIDENTIAL BUILDING PERMIT APPLICATION 11A d ? City Of Eagan 3830 Pilot Knob Road, Eagan NIN 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% maximum lot coverage allowed) 2 copies of plan showing beam & window sizes; poured 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 Remodel/Repair Requirements Office Use only /2 copies of plan showing footings, beams, joists Cart of Survey Recd _ Y - N 1 set of Energy Calculations for heated additions Tree Pres Plan Recd _ Y _ N. ? 1 site survey for additions & decks Tree Pros Required _ Y _ N Addition - indicate if on-aria septic system On-sits Septic System __Y _ N Date & l (r l o66 Construction Cost np o Site Address ?3&0 ,, a //T/o G!>OO n ?Y er Uni t/Ste # Description of Work 40M "eAl nd n v7? &Cie , VfNY A ^ Multi-Family Bldg Y X N Fireplace(s) _ 0 - 1 _ 2 Property Owner ?fLl (q c ?/f yyt ? ?fp g , Telephone # (6sl) L/51O " -71 ? Contractor Address //? G¢tOa City ?/n State &A-) Zip ft] (off' Telephone # (?)4 q 5-6 COMPLETE THIS AREA ONLY IF A NEW BUILDING Minnesota Rules 7670 Cateeorv I _ ota Rules 7672 Energy Code Category • Residential Ventilation Category 1 Worksheet rg.?Code Worksheet (J submission type) Submitted Subrr • Energy Envelope Calculations Submitted 4U^ 1 O pZZ In the last 12 months, has the City of Eagan issued a permit for a similar plan based on a mastery plan,,,,,,pppp06 Y - N If yes, date and address of master plan: Licensed Plumber Mechanical Contractor Sewer/Water Contractor Telephone # ( Telephone #( Telephone #( gt `c 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 E and the State of MN Statutes; I understand this is not a permit, but only an application for a permit, an rk . not to start without a permit; that the work will be in accordance with the approved plan in the case o ork ch requires a review and approval of plans. Applicant's Printed Namo? Applicant's e DO NOT WRITE BELOW THIS LINE Sub Tvoes ? 01 Foundation ? 07 05-plex A 02 SF Dwelling ? 08 06-plex ? 03 01 of - plex ? 09 07-plex ? 04 02-plex ? 10 08-plex ? 05 03-plex ? 11 10-plex ? 06 04-plex ? 12 12-plex Work Types ? 31 New ? 35 ? 32 Addition ? 36 A 33 Alteration ? 37 ? 34 Replacement I-CIC -1 r Description: Water Damage_Yes ? 13 16-plex ? 16 Fireplace ? 17 Garage ? 18 Deck ? 19 Lower Level ? 20 Pool ? 21 Porch (3-sea.) ? 22 Porch/Addn. (4-sea.) ? 23 Porch (screen/gazebo) ? 24 Storm Damage ? 25 Miscellaneous Int Improvement ? 38 Demolish Interior Move Building ? 42 Demolish Foundation Demolish Building* ? 43 Reroof *Demolition (Entire Bldg) - Give PCA handout to applicant X ? 30 Accessory Bldg ? 31 EM. Alt - Multi ? 33 Ext. Alt - SF ? 36 Multi Misc. ? 44 Siding ? 45 Fire Repair ? 46 Windows/Doors Valuation 12- Plan Review P-'100% or 25% Census Code ti3?1 SAC Units # of Units # of Bldgs Type of Const 3-3 Occupancy / MCES System Zoning 113-1 City Water Stories Booster Pump Sq. Ft. 3yC PRV Length - Fire Sprinklered Width _ Footings (new bldg) p? Footings (deck) b?G Footings (addition) _ Foundation _ Drain Tile Roof -4v- Ice & Water Final Framing _ Fireplace _ R.I. _ Air Test Final Insulation T Approved By: _ Base Fee V Surcharge Plan Review MC/ES SAC City SAC Utility Connection Charge S&W Permit & Surcharge Treatment Plant License Search Copies Other Total REQUIRED INSPECTIONS Sheetrock _ Final/C.O. Final/No C.O. HVAC Other _ Pool Ftgs Air/Gas Tests _ Final Siding A Stucco Lath _ Stone Lath -Brick _ WindowZ'?r---- Retaining Wall Building Inspector X69 / 5,4 a 24?0 r' A, CGastii 9 JSIf % ?/ Q? 3.3C Nip Ig to // D eo Permit Number REScheck Compliance Certificate 1995 MEC REScheckSoftware Version 3.5 Release lb Data filename: Untitled.rck Checked By/Date TITLE: Storage Room addition CITY: Eagan STATE: Minnesota HDD: 7981 CONSTRUCTION TYPE: Single Family DATE: 08/10/06 DATE OF PLANS: 6/8/06 PROJECT INFORMATION: Keith & Pam Erickson 3600 Tanglewood CT. Eagan, MN. 55123 COMPANY INFORMATION: Steve Henjum COMPLIANCE: Passes Maximum UA = 47 Your Home UA = 29 38.3% Better Than Code (UA) Ceiling 1: Flat Ceiling or Scissor Truss Wall 1: Wood Frame, 16" o.c. Floor 1: All-Wood Joist/Truss:Over Outside Air Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor UA 176 40.0 0.0 5 336 19.0 0.0 20 176 40.0 0.0 4 COMPLIANCE STATEMENT: osed building design described here is consistent with the building plans, specifications, and other calculations submitted permit application. The proposed building has been designed to meet the 1995 MEC requirements in RES checkV 3 Release lb (formerly MECchec)q and to comply with the mandatory requirements listed in the REScheckInspection C Builder/Designgr / / Date Z 0 (p ?. 88-155 TRI-LAND CO. SURVEYING SITE PLAN FOR SERVICES CUDD HOMES 1260 YANKEE DOODLE ROAD EAGAN, MINNESOTA 55126 LEGAL DESCRIPTION; LOT? ,BLOCK -1 ,WOODLANDS 2NDADUN THEREOF y!?KOT?i RECOCOUNTY,MINNESOTA / / .. (870.5) / I\ •Ile, / / Q\QOO ?O (asal ? 5r\ z5. z7©0 ;Il f:; !Qe 4.92'© so / DRAINAGE IN UTILITY EASEMENT ?_ I69e3'3 X45„1v 7.. 9 or. ? ?3as 6=62°52'47" L=71.34 Xo R=65.00 9024 x - TANGLEWOOD COURT z N Scale: I 5d ? 4852 W t4v?M57 (8735) 79.92 - 23? 40 ,..? c l? X0\0 V i MOW? 44.854) ter, dE SEE HOUSE PLAN FOR EXACT DIMENSIONS LEGEND PROPOSED FULL BASEMENT W/O _ o DENOTES IRON MONUMENT PROPOSED GARAGE FLOORCE EVAT OIN - `o o DENOTES WOOD HUB SET PROPOSED FIRST FLOOR ELEVATION - q02-75- 905.6 DENOTES EXISTING SPOT PROPOSED BASEMENT FLOOR 893.51 ELEVATION ELEVATION (905.6) DENOTES PROPOSED SPOT ELEVATION DENOTES DRAINAGE DIRECTION I hereby certify that this survey, plan or report was prepared by me or under my direct supervision and that I am a duly Registered Land Surveyor under the Laws of the State of Minnesota. NOTE* VERIFY ALL FLOOR HEIGHTS WITH FINAL HOUSE PLANS Bradley Date Mn. Reg. No. 15235 _T5I ?_g 2006 RESIDENTIAL MECHANICAL PERMIT APPLICATION City Of Eagan 3830 Pilot Knob Road, Eagan MN 55122 Telepbone # 651-675-5675 Please complete for: single family dwellings & townhomes/condos when permits are required for each unit ;e,s J 3 1 .2 co C Date / ? / Site Address 3tooo -FI)k-Y\ gleyJm Qj- Ea-p,&n rrx unit# Property Owner Telephone # ( } Contra,' - AIR MASTERS, INC: $tCEe City HEATING & AIR CONDITIONING _ SALES AND SERVICE State (952) 431-5932 • FAX (952) 891-1656 ZIP Telephone # ( ) 19 3 L L g S U Bond #: y 3 Expires: I u The Applicant is ..- Owner Contractor V To 5 ? Add-on or alteration to existing dwelling unit $ 30.00 furnace *Additional _ ,Replaceme nt New _ air exchanger _ air conditioner S[p 8 _ heat pump other s State Surcharge $ .50 Total $ 30, S o I hereby apply for a Residential Mechanical 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 with the Mechanical Codes; that I understand this is not a permit, but only an application for a permit, and work is not to start without it; that the work will be in accordance with the approved plan in the case of work which requires a review and approval of s. A, z: Applicant's Printed Name Appli it's Signature Le Pas Design, Ltd. Structura(Engineering ?- Taking "The Steps" to a smooth saidng projec t.. Phone: (952) 985-0918 Fax: (952) 985-0920 Email: lepas@frontiernet.net Le Pas (pronounced: Le Pa) Fr. meaning "the step" September 20, 2006 Rooms to Grow, Inc. P.O. Box 22207 4263 Sunrise Rd. Eagan, MN 55122 Attention: Steve Henjum f h/!l-t i r ,7t 2 w8 ql Reference: Residence at: 3600 Tanglewood Ct.; Eagan, MN To Whom It May Concern: On September 19, 2006, 1 made observations at the above referenced residence. The following addresses items that deviated from the original drawings by Le Pas Design, Ltd.; job #5506, dated 7-19-06. Each item is numbered with comments or recommendations listed as bullet points after each item. Please reference original drawings. Additionally, Appendix A, Photo page 1, along with Field Bulletins, S-1.1 and S-1.2 are attached. 1) Section C/S6 and Detail 3/S9 assumed an 11 7/8" LVL Rim Beam had been used where existing trusses were attached to the 2-story house. This conditions was field verified to be an 11 718" 1-joist, with a %" OSB rim-board, and h" OSB sheathing. • Since this field condition does not provide for nail embedment, an alternate Ledger Board detail was designed. • See attached Field Bulletin S-1.1, which adds a 9 %" LVL ledge board below the original connection. Use alternate details 1 /Sl .1 and 2/S1 .1 for connection of the LVL to the existing stud wall. LedgerLok® fasteners by FastenMaster® should be installed as per the manufacturers requirements. • Note that the LedgerLok® should have F5.0 stamped on the head to verify that it is a LL005 size fastener. 2) Reference Section B/S5 and Detail 1/S7. A Simpson LUS26 connector was used instead of the USP HD28 connector. • The original design, using a USP HD28 connector, had been verified by the manufacturer to be acceptable for transfer of the anticipated tension loads back to the main structure. • See attached Field Bulletin S-1.2. Since the LUS26 has not been verified by the manufacturer to transfer the required loads, use alternate details 1 /S-1.2 & 2/S-1 .2. 3) Reference Detail 2/S7 and attached Appendix A, Photo Page 1. A 2x4 was added, as a stud, adjacent to the remaining truss that was modified. • The 2x4 was designed as an additional web member and should be aligned with the remaining existing truss. • As noted on the photo, cut the 2x4 to fit up into the remaining web members and move it over to provide bearing below the remaining truss. • It should also be nailed to the adjacent 2x6 stud with (3) l Od nails. • Since a 2x6 bottom plate was provided, it is my opinion that the anticipated compression load in the web should transfer to the sistered-on LVL Joist below. S Q2 V\r a D OCT 1 2006 20880 Laredo Path • Lakeville, MN 55044 Le Pas Design, Ltd. Rooms to Grow Appendix A 09/20/06 Erickson - 3600 Tanglewood Ct; Eagan Photo Pg 1 Photo #1 Modified Truss over Laundry Room Area Cut 2x4 Member to fit into existing-truss panel-point that remains y ii 77 rE -_ c ;J 7r ... ?`? f 3 704 t _ iT ?a .After cutting to fit existing russ move stud over to be I-Joist Rim Board was Field Verified Existing Dbl Top Plate 1- LedgerLok@ LL005 (5" Long) Fasteners into 2x6 Top Plate @ 16" o.c. Existing 2x6 Studs @ 16" o.c. 2- LedgerLok® LL005 (5" Long) Fasteners into -? 2x6 Studs @ 3" o.c. Vert. & 16" o.c. Horiz. Existing OSB Sheathing 1 DETAIL S 1.1 1 1 /2° =1'-0° -T--T - - - - - - =-_i_ c rn 0 ? 0 Note: Details for Alternate Field Conditions y For Additional Info. • ' ' - See Dtls 3/S9 & 4/S9 I ? i ? I ? • r; N? Existing Truss w/ LVL Joist m Add 9 112" LVL Ledger Board rn (1.8 E & 2800 Fb) Fasten as shown over OSB Sheathing Remove Gyp. Bd. at LVL Ledger Location. Dashed Line Indicates F • Existing Dbl Top Plate Behind OSB Sheathing -.ter-- ? - - - - - - I I I I Existing Truss w/ LVL Joist - 3- LedgerLokOO LL005 (5" Long) Fasteners @ 16" o.c. into Existing LLocaled Plate and Studs As Shown N TL2 1/21/2 16" I I Add 9 1/2" LVL Ledger Board I I yp I I (1.8 E & 2800 Fb) Fasten as shown over OSB Sheathing Note: Z I R move f- sum 2 DETAIL Existing 2x6 Studs @ 16" o.c. \51_1 -1 1 1/2" = 1 '-0" CERTIFICATION I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of-the State of Minnfsota. / , /` '/ License e yp Board at LVL Ledger Location DRAWING TITLE: Field Bulletin SCALE: As Noted Le Pas Design, Ltd. ROOMS TO GROW DATE 09-20-06 Steve Henjum (Contractor) 20880 do Path Cell: 9S2-21 5-8142 c C N 55044 Fx: 651-322-7403 .7 ii6 PROJECTTITLE: SHEET 1 of 2 Garage Truss Modification Le Pas Project*: 5506 Keith & Pamela Erickson (9521 985 0918 PH : Fax: (952) 985.0920 3600 Tanglewood Ct.: Eagan, MN Arch. JOB #: none Exstg Roof Rafters New 2x8 Rim Board Exstg 2x4 Studs 1 DETAIL S 1.2 1 1/2" = V-0" Simpson LUS26 Instz Instead of USP HD28 Connect Nailer to Top of 2x8 Ledger w/Plywood Gusset Fasten w/8d Nails staggered: @ 9" o.c. into 2x8 Ledger & @ 9" o.c. into 2x6 Nailer Add 2x6 Nailer Continuous over Joist & Perp. to Joist Fasten w/ (2) 0.131 a Nails into Ceilino Joist Added 2x6 Studs Note: Details for Alternate Field Conditions For Additional Info. See Dtls B/S5 & 1/S7 New 2-Ply 2x8 Beam New 2x6 Ceiling Joist Add LISP LSTA12 (20 ga.) Strap Fasten to Joist w/(3) 8d Nails Bend around 2-ply Beam & Fasten As Shown w/ 8d Nails 2 DETAIL CERTIFICATION I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota- E DRAWING TITLE: Field Bulletin SCALE: As Noted Le Pas Design, Ltd. ROOMS TO GROW DATE 09-20-06 Steve Henjum (Contractor) redo Path 0 8 8 0 L Cell: 952-21 5-8142 C S MN 55044 Ca k e , 11l - Fx: 651-322-7403 . @ 2006 PROJECT TITLE: SHEET 2 of 2 Garage Truss Modification Le Pas Protect#: 5506 Keith & Pamela Erickson PH: (952) 985-0918 Fax: (952) 985-0920 3600 Tanglewood Ct.: Eagan, MN Arch.108 #: none City ef Eaafl 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5675 Fax: (651) 675-5694 RECEIVED JUN 282012 r Use BLUE or BLACK Ink L For Office Use Permit #: ll//__C.) Permit Fee: ee50 b Date Received: Staff: 2012 RESIDENTIAL PLUMBING PERMIT °> APPLICATION � 3t T fru_ a � m� 5sac Date: q51-0 Site Address: / „, ISI C(ln L�� Tenant: RESIDENT / OWNER Name: Suite #: [moi C 14,51 'n Phone: (05 I Liao9-79e) 9 Address / City / Zip 1 CONTRACTOR TYPE OF WORK PERMIT TYPE Name: Address: State: Zrbi yc, NitD uot c+ 1M I N V 5v1 n va. License #: Le 1 b 1/ L (Y Dr, City:fitta 115 'a) jat_ 1__________ : Contact Phone: Email; Pmokel t P , i Sbed New Replacement Repair Rebuild Modify Space Description of work RESIDENTIAL Water Heater Lawn Irrigation ( RPZ / -- PVB) Septic System New t&U.. 0fweaer Abandonment Work in R.O.W. 1C Water Softener Add Plumbing Fixtures ( Main / Lower Level) Water Turnaround RESIDENTIAL FEES: $60.00 Minimum Water Heater, Water Softener, or Water Heater and Softener (includes $5.00 State Surcharge) $60.00 Lawn Irrigation (includes $5.00 State Surcharge) $60.00 Add Plumbing Fixtures, Septic System Abandonment, Water Turnaround* (includes $5.00 State Surcharge) *Water Turnaround (add $189.00 if a 5/8" meter is required) $105.00 Septic System New ($10.00 per as built) (includes County fee and $5.00 State Surcharge) / TOTAL FEES $ ✓ CALL BEFORE YOU DIG. Call Gopher State One Call at (651) 454-0002 for protection against underground utility damage. Call 48 hours before you intend to dig to receive locates of underground utilities. I hereby acknowledge that this information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan; that I understand this is not a permit, but only an application for a permit, and work is not to start without a permit that the work will be in accordance with the approved plan in the case of work which requires a review and approval of glarj X ahlbber Applicant's Printed Name Applant's igna ure FOR OFFICE USE Reviewed By: Date: Required Inspections: _Under Ground __Rough -In Air Test _Gas Test _Final `. ?T /L.•1 I T • ,rt 7/15 36 or 74,1,5‘/L c✓ua4 c. i: s■ Giry cv/7 r/etwiin ..?0114 N 5 TA. L L AT HIGH STRENGTH COMPOSITE BASE u D 'TREATED WOOD MAY REQUIRE SPECIAL HJ4F1.21,"J FASTENERS, HANGERS, AND FL. CVTACT YOUR LUMBER SUN:LIZA FOR MORE INFORMATION. X99 C3 YV 3R • GENERAL LAYOUT CONSIDERATIONS —N -Se -'-StoneD • Vimportant to ingInge elpful tips regardiri• .' . & design issues to assure efficient construction practices and high quantity results. The forst consideration, whether the deck is new construction or the remodeling of an existing structure, is to verify that all elements of the dpek meet or exceed local building codes. Consult a qualified engineer for structural design issues. The StoneDeckTM system installs over conventional framing of treated wood with joist spacing at 1'-4" on center. A dead load of 10 psf should be considered in the load calculations for the deck surfacing StoneDeckTM exceeds all building codes for flexural strength of a decking material. When constructing a new deck to receive StoneDeckTM panels, always set framing members at 1'-4" o.c. in a uniform, square and level condition. At deck perimeter conditions, set joist dimensions to be at 1'-4" to the outside edge of joist versus centerline. For decks with non -conforming joist layouts or where some joists are out of level or square, refer to the section on page 6. of this brochure which provides guidelines for "Adjustments and Non -Conforming Joists Spacing" Next, consider the following planning/design rules of thumb for aesthetic and quality construction results. Almost any deck shape is achievable with StoneDeckTM. Rectangular shapes are the easiest to construct due to the square StoneDeck'" panels and interlock matrix, but curves and diagonals at the edge conditions are also achievable with some cutting If possible, size the deck to work with the full size of the StoneDeck?" panels. This will match joists to panels and minimize cutting of panels or matrix members. If the aesthetic pattern of the StorLeDeckTM panels is critical due to a feature element like a central doorway or some other consideration, it is advisable to draw a deck layout (Figure 1) at an appropriate scale to verify that the panel layout aligns with the structure and meets the desired design results. It is important to consider how the panel pattern is affected by stairs or other features and what type of edge condition and safety railing will be used. Edge condition options are detailed later on page 5. of this brochure. • TOOLS The following is a general list of tools needed to install StoneDeck". • Tape Measure • Spacing Tool (by StoneDeckT") • Large Square (3/4/5 preferred) • String Line • Straight Edge • Safety Planking (as required) • Gloves • Safety Glasses • Rubber Mallet • Screw Gun/Driver • Drill & Bits • Construct. Adhesive (PL400 or equal.) • Caulking Gun • Ladders (as required) • Tub Saw - Wet • 4" Grinder Finally, it is important to select the appropriate start point for the layout. Generally, it is always desired to have full panels at the outer edge conditions, with cut panels to be located in the non -traffic area along the building edge. This again is a function of aesthetics as well as ease of application. In some cases a balance of partial panels at edge and building is desirable. In all cases, panels of less than 2" dimension due to cutting, should be avoided by initial layout verification. EXAMPLE PLAN LAYOUT FULL PANELS JOISTS "116" O.C. T EDGE "1 TRIM DETAIL (see options) r. : CUT PANEI65 AT 45 cur--)4..,,� t..... PANED AT45 FULL PANELS FIGLIRG 1 ■ INSTALLATION OF "T" SUPPORTS Once the start point has been selected, it is now time to begin installing the "T" Supports by fastening them to the wood joists. Before setting or fastening the "T" pieces, check that the joists are square to the building use a large square or measure front a straight edge on the building in the 3-4-5 method shown in (Figure 2) at right. Use a string line to verify joist straightness. Next, add a weather barrier to the top of all joists by placing a bead of silicone sealant or weather sealant tape at the top surface of the joists. This prevents moisture from being trapped under the "T" Support pieces, which could cause deterioration to the structural frame. To begin the "T" Support layout, it is recommended that you start at a joist in the relative geometric center of the deck. Again, make sure the joist is square to the edge condition, then fasten the "T" Support in place along the entire joist using screws in the pre- drilled holes. use a stringline along the first "T" Support to insure straightness. Use a StortepeckTM "spacing tool" (15-3/4" width between joists) to place and fasten additional "T" pieces to the joists on each side of the initial starting point (Figure 3). Progress from the start point toward the side edge conditions. It is critical that the "T" Support elements are installed on the joists at 1'-4" o.c. Fasten all"T"'s with #7 x 1-1/4" exterior grade screws at the pre- drilled, countersunk holes along the length of the "T". Continue checking for square and level as you progress with the "T"s. It is recommended to check the accuracy of the spacing by setting StoneDeckr'" panels for an entire row in a loose, unfastened condition. Always set screwheads at the "T" piece flush in the counter sunk holes to avoid any condition where the raised screwheads restrict the 5toneDeckTM panels from placement and interlock with the "spline" element. • INSTALLATION OF PANELS As a general note, the correct panel orientation for spanning the distance between joists should be where the ribs on the panel bottom run perpendicular to the joists. in this way, the panel is set in its optimum structural orientation and also provides a path for the natural drainage of water through the system. As stated previously, start the first row of panels at either the outer perimeter edge or the building edge, depending on location of full panel aesthetics (Figure 4). It is recommended to set art entire row of panels prior to insertion of the interconnecting"spline" element. Using a large square or tape measure, set up a 3.4.5 triangle as shown to verify that thejoist framing members are square to the building Adjust as required to achieve a square layout with joist spacing at 1'-4"o.c. START ,JOIST STONE &TM . SPACI G TOOL SETS SPA ING OF "T" SUPPORTS AT' EXACTLY 1 - 4" O.C. WITHOUT THE NEED TO USE A TAPE MEASURE FIGURE 3 Build to each side from start point joist. "T" SUPPORT PIECE AT 1'-4" O.S. Install full row of panels. ® ® • 3 ■ INSTALLATION OF PANELS (continued) In most cases the normal method of construction is where the StoneDeck'M panels rest on the "T" Support element and are properly spaced apart on all edges with a 1 /8" minimum gap. Note: Tile spacers of appropriate size may be used to achieve accurate gapping. Where the, outer edge detail conditions use cut panels to fit the geometry and a spline cannot be used to fasten both sides of the StoneDeck panel, apply a bead of construction adhesive (PL400) along the "T" Support and set the panel into it. • INSTALLATION OF SPLINES The spline element Ls used to interlock all panels to adjoining panels by fitting in the manufactured groove on (2) sides of each panel (Figure 7). The entire connection matrix is locked to the wood joists structure by fastening the "spline" through the center of the "T" Support using the pre -drilled countersunk hole in the spline (Figure 8). At the deck perimeter conditions, where the first and last joists support the StoneDeckrM panels, a "T" Support piece cart not be used to support the panels, due to its wider dimension for normal support of panels on each side of the raised "T" element. Instead, use the narrower width spline piece, fastened along the first and last joists, in a continuous manner, to support the StoneDeckrM panels at the same height, as the panels at all other joists between the first and last. Once a row of panels is in place, you cart now set the "spline" into the receiving channel on the open side of the panels. Using a rubber mallet, lightly tap the spline into the grooves for its entire length (8'-0"), keeping in mind to center the counter sunk holes in the spline piece to a position directly over the center of the "T" Support (Figure 8). Once the spline has reached the back of the groove, you are now ready to fasten it in place. Fasten with #6 x 1-1/2" self tapping exterior grade screws. with this completed, continue setting rows of panels and locking them in place with the "spline" elements. Remember to use the spacer elements to maintain the 1/8" gap. Leave end cutting situations for later, once the general deck field of panels has been placed and locked. SPLINE RECEIVER GROOVE IN STONEDECIem PANEL Section View SCREW @ SPU" FASTEN THRU }' SUPPORT INTO WOOD FRAMING MEMBERS BELOW. JOIST-IN'a. "T" SUPPORT Plan View .744 gq9 ■ EDGE DETAIL Now that the StoneDeckn" panels have been placed over the main deck area, you can finalize the deck by completing the edge details. Prior planning before you start the deck Ls advised to pre -arrange the edge condition desired. The details at right are a few options on how to finish your edge conditions. The edge condition can be treated from simple to ornate, in order to meet your aesthetic interests. When considering the edge/fascia condition, it is recommended that the safety railing aesthetics and details be coordinated to have a continuity of appearance. If a wood rail and picket / ballaster concept is desired, then a wood edge/fascia is a logical choice (Figure 9). if a wrought iron railing system is your material of choice, then a StoneDeckrM panel fascia would appropriately compliment the railing (Figure 10). Cut StoneDeckrM panels to the desired size for use as fascia panels. Fasten to sub -fascia and panel edge above with construction adhesive and/or hidden mechanical fasteners. Sub -Fascia options: wood trim, composite trim, vinyl or metal. Other materials or combinations can be considered for site specific aesthetics. With the edge/fascia determined, prepare the StoneDeck*M panels to fit each condition appropriately. Cut each panel as required to fit the opening and attach to the sub -fascia or matrix of "T" Supports or Spline using a construction adhesive (Le. PL400 or equal) if a spline interlock is not possible. This condition may exist at the building edge where possible shortened panels are located or the panels are at irregular curved or diagonal perimeter conditions. Note: railing supports (vertical) must be appropriately fastened to the deck or fascia structure to handle all barrier loads per code. DO NOT fasten railing directly to the StoneDeck"" panels: STONEDECKTm PANEL SIDE VIEW OF T I SUPPORT PIECE WOOD WOOD NG MEMBERS FASCIA WOOD SUB -FASCIA USE SPLINE PIECE TO SUPPORT STONE DECK PANEL FIGURE 9 Wood Edge Detail. STONEDECKTm PANEL REMOVE PLATE UNDER STONE SURFACE TO ALLOW FASCIA PANEL TO FIT CLOSEL SIF D' T"EW SUPPORT PIECE q WOOD FRAMING MEMBERS SPUNE AT EDGE CONDITION TO SUPPORT STONE DECK PANEL FIGURE 10 Stone Edge Detail. • CUTTING Tl-tE PANEL StoneDeckrM panels can be cut by using diamond tip saw blades. if only a few cuts are needed, then dry cut with a diamond blade in a circular saw used in conjunction with a rip guide. if many cuts are required, it is recommended that a wet saw be used to avoid overheating the blade and the resulting negative impact to the StoneDeckTM panels. Wet (tub) saws are typically available for rent or purchase. • ADJUSTMENTS AND NON-CONFORMINCTJOIST SPACING- If PACING If your existing deck framing does not consistently conform to the 1'-4" on center spacing or there pre-exists an unusual layout that will not allow the 1'-4" o.c. spacing, then the following installation helps and hints should apply. The StoneDeckTT panels are made to fit with the "T" Support matrix to a framing condition where the joists are spaced a consistent 1'-4" on center. If some joist spacings are off by 1-1/2" or less, you can add a 2 x 4 treated lumber (nailer cleat) along side the non -conforming joist to bring the dimension back in specification (Figure 11). If the joist spacing is non -conforming to the point where add on nailers will not allow the framing to meet the 1'-4" o.c. specifications, then an option is to use the " cross joist" support system (Figures 12 & 13). This method is an adaptation of the standard "T" Support method where an added framing member (1" x 4" treated lumber) is used for stiffening purposes. The added framing member allows the "T" Support piece to run perpendicular (at 90") to the main framing joists (Figure 12). As with the standard "T" Support piece method, start at a location on the deck where full panels can be installed, (i.e. perimeter edges or house edge). Measure along the joists and mark the 1'-4" o.c. increments. Next, with a chalk line, snap a marker line to the joist tops. With these locations marked, place and fasten the 1'-4" framing member centered on the chalk line (Figure 13). Fasten with #6 x 1-1/2" self tapping, exterior grade screws. Before placing and fastening the "T" Support pieces, again measure and mark with a chalk tine the 1'-4" o.c. spacing on top of the added 1" x 4" member. Next, place and fasten the"T" Support pieces along the chalk lines as described on page 3 of these instructions (Figures 2-4). Use the StoneDeckTM spacing tool to verify the correct 1'-4" o.c. spacing. STOW EDECK"' PANEL - I' -4" O.C. I'-4" O.C. "T" SUPPORT PIECE WOOD FRAMING MEMBER ADD AN ADDITIONAL 2" X4" (TREATED LUMBER) NAILER CLEAT TO ALLOW "T" SUPPORT PIECE TO BE SECURELY FASTENED TO FRAMING MEMBER AND MAINTAIN I'-4" O.C. SPACING. FIGURE II "T" SUPPORT PIECE FASTENED TO CROSS JOIST 1 "x4" MEMBER 1"x4"ADDED FRAMING MEMBER (TREATED LUMBER) RUNNING CROSS JOIST (90°) TO MAIN JOISTS 1'x4" "CROSSJOIST" FRAMING MEMBER (TREATED UJMBER) "T" SUPPORT PIECE FASTEN TO 1" x4" MEMBER WITH x 1-1/4" SCREWS 1' z4"O.C. FASTEN'TOJOIS1S WTTH #6x1-1/2 SCREWS- , 2 PER JOIST LOCATION • ADJUSTMENTS AND NON -CONFORMING -JOIST SPACING (continued) If joists have a high crown or a low point which can be verified using a string line from check points at the joist ends, then follow these helps and tips to correct the condition to meet the specification. Adjust by removal of the crown area with a plane or saw. Note: with new framing allow a period of time before per- formingadjustnLents to allow lumber to acclimate and adjust through shrinkage and release of moisture. Adjust by shimming at the fastening points of the "T" Supports. Or if possible, remove thejoist and relocate in same location but with the crown up instead of down. Shims need to be treated lumber or a non -deteriorating material (i.e. plastic gaskets, neoprene.) Beyond this, any number of conditions can exist where some additional adjustment may be necessary. Always plan ahead to avoid major problems. The goal is a level, fully supported and fastened StoneDeckn" system! As previously mentioned, apply construction adhesive (PL400) where screw fastening is not possible due to conflicts or situations where the spline groove has been removed through nwdification to fit the framing condition. ■ MAINTENANCE Si CARE StoneDeckn" is made of durable long lasting components. The top wear surface is natural stone which has many unique characteristics, color variations, graining, size, clefting; just to mention a few. Some chemicals, salts, oils or animal grease may cause discoloration in an area of contact. A sealer will help prevent this from affecting the StoneDeckn" panels. Taking care of the stone surface is as simple as applying an appropriate sealer (Le. Miracle Sealant) every 1-5 years and possibly power washing the stone surface as required to remove soiling. Power washing can also remove any build up of debris that may collect in the open space between StoneDeckn" panels. Sealing all StoneDeckrM panels after installation is essential and required under the warranty provisions. • CAUTIONS • StoneDeckTµ must be installed with ribs (at bottom side of panel composite plate) running perpendicular to "T" Supports. DO NOT run panels in an orientation where ribs run parallel to the "T" Support. Panels in this position are not oriented for full strength. • in areas of intense sunlight, lighter colors of stone are recommend- ed to avoid solar gain and heated conditions. With dark colored stone panels, advise the end user to always check the surface temperature prior to touching with bare skin. • Always wear goggles and gloves when cutting the stone/high strength composite panels to avoid injury. CAUTION: PLkTERIBSPDNARMJELTOWODDJ STSI WOOD JOIST SPUNE V STONEDEOC. PANEL SPLINE CORRECT SPAN DIRECTION OFSTONEDECRM PANEL. t.-- WOOD ..... JOIST • STONEDECKTM SPECIFICATIONS • Specifications and Installation Guidelines are subject to change without notification fav D c (D Z • O 5. CD V) X o CD O O O� � � W O- L =• c O 0- rD' C1 , nip n D o D m n •• N c m ro 3 rD • CS) NJ 22'-4" 3DV2IVJ DNIlSIX3 J N X Q 4 x V) W rt _\ N fD 2C') N c 3 z aa!d f11NJ ZIXZ l ODX ' C Z • '' 73 n J • 9'-8" NOI1VJIII1213J Le Pas Design, Ltd. =1(20880 Laredo Path Lakeville, MN 55044 ��'-- © 2006 PH: (952) 985-0918 Fax: (952) 985-0920 DRAWING TITLE: PLAN VIEW - UPPER-LEVEL SCALE: 3/16" = 1'-0" ROOMS TO GROW •Steve Henjum (Contractor) • CeII: 952-215-8142 • Fx: 651-322-7403 PROJECT TITLE: Garage Truss Modification Keith & Pamela Erickson 3600 Tanglewood Ct.; Eagan, MN [Arch. JOB #: none Le Pas Project #: 5 506 S-2 SHEET 2 of 15 O V cl O m rn 4 a 3 D rD rD 0 3 so AI a II II .y m: II y mi II I1 Il II I1 I1 I1 sassn.11 do11e13 8'-8" II II II II 8'-0" • , > ' ro -i ,c t. k:•1- r,q�-2 I, CD .: x 7 1 c V) fD co cn0 CCD - n 0 3 3 0 — 1N cD N „;I I Exstg Mono Trusses, N ;LI cn m .•+ X c rt. D) co N N X .p 10'-4" NV1d O3921d1N3 2103 VS 33S RO D3 D Z =S m (3D Z� Dm 0 ='• (D 0 u i c 0 0 a 0 m • N rD 74 3 (( (D O m m • n� v`° NOIIVJI311213J 4'-0" At New Beam Loc. SNOILIQNOJ 9NI1SIX3 ADM S3d01S e`d1S 30 d01 0_ Q D CD CD a a H o V 0 0. c(DD 0 0• r3r_ rrt • 1 0 -n O 0 i o" N `G tD — vim T r- < r- - r co NJ CD O • al mA'0 0 - CD 0 Q 9'-1 3/4" •„ 6 aleld dol 61sx3 jo dol 8'-1 1/8" VERIFY rn x N 5 0 0 -h IIBM j.xZ 6u11six3 ) D c - (.0 -- 0 3 c co O ' O (D -� 3 <D �. O ((DD (Q 0 N 0 Q° Fp, w Z n O O �..(1) u • T3 7 - - • 3a 20 Lo or o a, n- n;I) -n;I) - o X a a 0 < ro '"• o Pr O 2 m o • n w • oo _- o � nX 3 5. o o 8'-8" \\\\\\\\\ , \\\\\\\ \\\\\\ rs\\\M\ '. \\SS\ \\T\\\M.\\IS\\SS\\12\\ZS. \SS\\ \'\'s ,s\\m\m\ o > \\SS\\\T.\\S\\SS\\SS\\\T\\\SS\ cr x m O X (p� .\\71,\\ss\\� \\'\ • ="'Z- -,, \a\\Ss\>st\'\ isz sr, to o f 7 � \SL. in \SS\\SS\\1Z.V \\SS\\ rD fD • D nac) �• NJ (E. x • 0o O <N rD ^ rp 4.4 N X N O Ql LA In N 4.4 cr. c . a O Le Pas Design, Ltd. 1 20880 Laredo Path Lakeville, MN 55044 IMMINEMM -- © 2006 11 PH: (952) 985-0918 Fax: (952) 985-0920 DRAWING TITLE: ENLARGED UPPER-LEVEL PLAN SCALE: 3/8" = 1'-0" ROOMS TO GROW • Steve Henjum (Contractor) • CeII: 952-215-8142 • Fx: 651-322-7403 PROJECT TITLE: Garage Truss Modification Keith & Pamela Erickson 3600 Tanglewood Ct.; Eagan, MN Arch. JOB #: none Le Pas Project #: 5506 S-4 SHEET 4 of 15 O . 0 o_i O m rn ,11 Rid•e Via ;11,wg � Exstg Mono Trusses @ 24" o.c. Modify as shown D c c a N O rn 0o •c X. fD N N J a rt. 3 3 00 o - � m o rt � r o oru vi O -', -" '* rn m D• o u O N L _ -I- 2 - D o —� ` p 00 In S O -I� • • ASSUMED CONSTRUCTION SFQIIFNC' 1) Sister -on 11 7/8" LVL Joists to Btm of Existing Truss. 2) Add Vertical Web below existing exterior stud wall. 3) Sister -on 2x6 stud to added vertical 2x4 web. 4) Add blocking btwn joists at Bearing Ends 5) Cut truss webs & top chord flush with top of LVL joist & face furred stud wall. 6) Add perimeter blocking & floor sheathing. Rev. Side Existing Roof Rafters Add 2x8 Ledge Board Brg On 2x4 Furring Studs 8'-0" Note: Blocking & additional framing for application of floor, wall & ceiling sheathing by G.C. Exstg Flat -Top Truss w/ 7A— Piggy-Back Truss on Top dd 2 -ply 2x10 Header/Beam (#2 Gr. S -P -F) See DtI 1 /S9 & 2/S9 for Nailing Requirements & Connection to Wall on Opp. End USP Hanger- HD28 (Ea. End) See Detail 1/S7 for Nailing 2x6 Ceiling Jst @ 24"o.c. (#2 Gr. S -P -F) (Or 16" o.c. at Contractors Discretion) Add 2x4 Furring Studs ;& 1/2" Gyp. Bd. See :DtI 1 /S7 for Nailing Existing Truss Webs Cut Flush w/Added LVL & 2x6 Existing 2x4 Exterior Stud Wall Add 2x4 Vert. Web between Exstg Truss Webs & Btm Chord. Sister -on 2x6 to New Web, Brg on LVL Jst Exstg Laundry Rm Walls Below Existing Stud Wall beyond Brg on 9 1/2" Exstg LVL (Spanning the Laundry Rm) 2 -Ply 2x6 (#2 S -P -F) Built-up Post. Fasten Plies w/10d Nails in 2 Rows Spaced 3" Apart. Space Nails @ 6" o.c. in Ea. Row. (See Dtl 1 /S8 for Nailing to Truss) Sister -on 11 7/8" LVL Floor Jst to Exstg Truss Btm Chord (See 2/S7 for Nailing) 10 Assumed Top of Existing oor 'erl Section - Area 1 S5 CERTIFICATION 1 hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws Jthe State o mnesot �f1 Linda Loge Brekke, P. E License* 4 681 D Add Blocking for Floor Sheathing Support Add Solid Full Height Blocking at Bearing Ends 00 y USP - MP3 Framing Angle btwn Jst & Top of Wall w/(3) 10d Nails into Jst & (3) 10d Nails in Top PL. DRAWING TITLE: SECTION "B" SCALE: 3/8" = 1'-0" Le Pas Design, Ltd. ROOMS TO GROW • Steve Henjum (Contractor) • COI: 952-21 5-8142 •• Fx: 651 322-7403 DATE 07-19-06 S - SHEET 5 of 15 ''''120880 Laredo Path �' Lakeville, MN 55044 © 2006 `'�j� PH: (952) 985 0918 Fax: (952) 985-0920 PROJECT TITLE: Garage Truss Modification Keith & Pamela Erickson 3600 Tanglewood Ct.; Eagan, MN Le Pas Project*: 5506 Arch. JOB #: none 01 E • u i iu f O Q C.74= c o s -0 c' 74o _c v c fl. c1 - ‘- z I DRAWING TITLE: SECTION "C" SCALE: 3/8" = 1'-0" ROOMS TO GROW • Steve Henjum (Contractor) • Cell: 952-215-8142 • Fx: 651-322-7403 PROJECT TITLE: Garage Truss Modification Keith & Pamela Erickson 3600 Tanglewood Ct.; Eagan, MN k. rci s ..Ea3o Z a,°. `rtP rt ), O to TL x'O E O O. a+ Q zR �Evad ap5y uW A vC roN C cca3 a tL Vy0)VI W `C0- i.0W U N0GdT°,Y s aE Uww .W d�V' N �wE ° 1.� \0LLV yY-C1 J >.N )J \ ro 81N, ° i` • • • • c c -"o=, (.6. i r o 0 v •L p1 L v v i . U c0 c cC U Q VILnQQUQZU Q ovi .J.7, � 4- c c o _5U v, Y • O L < - N M IJ CO 01 ro c c 7 o 2 o E a) L Z -0 U LL C 6 w o C N 0) 0 U a) O N en c N L 00 v J LN o J c O c N X LL O 0 01 >. N Z - a L M �O L _ 01 ' 81 N CT c F- E N LL) W CO YO 11 ° / V T—.8 4 • -CS- Add #8x3" Screws through Ledger into Exstg Top Plates atl 2" o.c. Staggered 2x6 (#2 S -P -F) Ceiling Jst at Rafter Locations - 24" o.c. Max. Existing *Rafters Verify Existing Connection btwn Rafter & Top Plate or Add Connection as per IRC Existing Roofing & Sheathing 5/8" Gyp. Bd. Sheathing 1/2" Gyp. Bd. Sheathing Add 2x4 Furring (Flat Face) to Existing Studs Fasten w/ 16d Nails @ 16" - 18" o.c. DETAIL S7 1" = 1'-0" Cut Top Chord & Web Flush w/ Furred -out Wall After Installing New Members Sister -on 2x6 Stud to Exstg Truss Top Chord and Webs. Hold Stud Tight to Underside of Existing Sheathing & Top of LVL. Toenail to Btm of Exstg Wall Plate & Top of LVL w/16d Nails. Fasten to Truss Members w/10d Nails as Shown. Existing Truss We Add 2x8 Ledge Board Brg on 2x4 Furring Studs Add #8x3" Wood Screws into Each Stud USP Hanger- HD28 (ea. end) w/ (8) 10d x 1 1/2 Nails into Ledger & (4) 10d x 1 1/2 Nails into Ceiling Jst (No Substitutions w/out Eng. Approval) Existing Exterior Stud Wall Note: All nails are to be "Common Nails" w/ Diameters as noted in Structural Notes Existing Exterior Stud Wall & Btm Plate Existing Roofing & Sheathing Existing Truss Connection Plate Do Not Remove or Damage Existing Truss Top Chord Add 2x4 Vert. Web btwn Exstg Webs & Exstg Truss Btm Chord Fasten to LVL & 2x6 Stud w/2 - Rows of 10d Nails @ 3" - 4" o.c. Existing Truss Web CERTIFICATION I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws %ndaLo4rike / he State of Min , P. E Licens # 42681 7/% / t t Date Cut Webs Flush w/Top of LVL After Installing New Members 11 7/8" LVL Sistered-on to Exstg Truss Btm Chord - Fasten w/10d Nails @ 12" o.c. Staggered Existing Truss Btm Chord Add 10d Nails As Shown Below Added 2x4 Web Existing Laundry Room Ceiling to Remain in Place DRAWING TITLE: DETAILS SCALE: As Noted Le Pas Design, Ltd. ROOMS TO GROW • Steve Henjum (Contractor) • Cell: 952-21 5-8142 - Fx: 651-322-7403 DATE 07-19-06 S-7 SHEET 7 of 15 20880 Laredo Path '' Lakeville, MN 55044 © 2006 PH: (952) 985-0918 Fax: (952) 985-0920 PROJECT TITLE: Garage Truss Modification Keith & Pamela Erickson 3600 Tanglewood Ct.; Eagan, MN Le Pas Project #: 5506 Arch. JOB #: none Exstg 2x4 Diagonal Web 2x8 Ceiling Jst (#2 S -P -F) 2-16d Nails into Exstg 2x4 Vert. Web Exstg Vert. Web Cut Web Flush w/Btm ()fist After \ Completing Conn's Nail to Exstg Web \ DETAIL - SECTION 1" = 1'-0" 3 1/2" Jst Brg 3-16d Nails into End of 2x8 Jst 2x8 Rim Board (#2 S -P -F) Brg 3 1/2" on 2x6 Stud. Nail into Vert. Web & into End of 2x8 Jst (As Shown) Sister -on 2x6 Stud (#2 S -P -F) Fasten w/ 10d Nails @ 6"-9"o.c. Staggered 2x8 Rim Board 2x8 Ceiling Jst Brg on 2x6 Stud 2x6 Stud Below 2 DETAI S8 1" = 1'-0" End of 2x8 Jst Behind Rim Bd. - ELEVATION Note: All nails are to be "Common Nails" w/ Diameters as noted in Structural Notes Exstg 2x4 Vert. Web Inverted "U" Nailing - Extension (2x4 Blockg w/1/2" Plywd Ea. Side) Over Truss Btm Chord Fasten Nailing -Extension w/#8 x 2 1/2" Screws Exstg Truss Btm Chord Brg on Wall Exstg 2x6 Stud Wall w/Dbl Top Plate Exstg 2x4 Vert. Web 2x4 Bridging Nailed to Vert. 16d Nails Inverted "U" Nailing - Extension (2x4 Blockg w/1 /2" Plywd Ea. Side) Over Truss Btm Chord Fasten w/#8 x 2 1/2" Screws (As Shown) III►=I1! CERTIFICATION I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of a State of innesot . Linda Loye Brekke, E Licen e # 42681 77/9/0e, Date Nail Jst to Exstg Vert. 1 Web w/6- 10d Nails USP Jst Hanger - SUH26-2 w/(8) 10d Nails into Header & (4) 10d Nails into Joist DETAIL 2x8 Joist Exstg 2x6 Stud Wall w/Dbl Top Plate After Nailing Jst & Bridging to Truss Cut Exstg Web & Install Hanger 1 1/2" = 1'-0" DRAWING TITLE: DETAILS SCALE: As Noted Le Pas Design, Ltd. ROOMS TO GROW • Steve Henjum (Contractor) • Cell: 952-215-8142 • Fx: 651-322-7403 DATE 07-19-06 p _ 0 S-8 SHEET 8 of 15 20880 Laredo Path Lakeville, MN 55044 © 2006 71-001 PH: (952) 985-0918 Fax: (952) 985-0920 PROJECT TITLE: Garage Truss Modification Keith & Pamela Erickson 3600 Tanglewood Ct.; Eagan, MN Le Pas Project#: 5506 Arch. JOB #: none Nail Exstg Webs to Bm c5ow/8- 16d Nails (Typ) Inverted "U" Nailing - Extension (2x6 Blockg w/1/2" Plywd Ea. Side) Over Truss Btm Chord Fasten Nailing -Extension w/#8 x 2 1/2" Screws Exstg Truss Btm Chord Brg on Wall Exstg 2x4 Vert. Web 2x4 Bridging Nailed to Vert. Web w/2 -16d Nails 2 -Ply 2x10 Beam (#2 S -P -F) Nail Plies As Noted FSS Inverted "U" Nailing - Extension (2x6 Blockg w/1 /2" Plywd Ea. Side) Over Truss Btm Chord Fasten w/#8 x 2 1/2" Screws (As Shown) Exstg 2x6 Stud Wall w/Dbl Top Plate 1 \ DETAIL S9 % 1 1/2" = 1 '-0" Exstg 2x6 Stud Wall Exstg 2 -Ply 11 7/8" LVL Rim Beam Exstg 2x6 Stud Wall Fasten 2- Ply 2x10's w/(20) 10d Nails @ 6" o.c. Staggered Top to Btm and NS to FS USP Hanger - SUH210-3 w/(14) 10d Nails into Header & (6) 10d Nails into 2- 2x10 Beam 2 -Ply 2x10 Beam (#2 S -P -F) Exstg 2x6 Stud Wall w/Dbl Top Plate After Nailing Truss to Beam & Bridging to Truss Cut DETAIL Exstg Web & Install Hanger Exstg Truss Webs- Cut After Installation of Floor & Ceiling Jst Exstg Truss Hanger to Remain /3/4" T&G Plywd. APA - '24 o.c. Span -Rated Sturd-I-Floor Exp 1 74. L Fasten Btm Chord to LVL w/10d Nails @ 12" o.c. LVL Blockg over Exstg Hanger. Nail to Truss Btm Chord & Webs w/16d Nails As Shown USP Hanger - THF261 12-2 w/ (16) 10d Nails into 2 -Ply Rim Beam & (6) 10d Nails into LVL FL Jst & Blockg S9 1/2" = 1'-0" Sister -on 11 7/8" LVL i I Jst to Exstg Truss Btm I Chord @ 24" o.c. Exstg Truss Hanger to Remain Exstg Truss Btm Chord CERTIFICATION I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws iof he State of innesota. Linda Loye Bre ke, E Licen e # 42681 7ate , O. iirimisi iii' lir— in kisii. ma. , or Note: All nails are to be "Common Nails" w/ Diameters as noted in Structural Notes Exstg Floor & Wall Behind Exstg 2 -Ply 11 7/8" LVL Rim Beam DETAIL 1" = 1'-0" Exstg 2x6 Stud Wall w/DbI Top Plate Behind DRAWING TITLE: DETAILS SCALE: As Noted Le Pas besign, Ltd. ROOMS TO GROW • Steve Henjum (Contractor) • CeII: 952-215-8142 • Fx: 651-322-7403 DATE 07-19-06 C J SHEET 9 of 15 20880 Laredo Path Lakeville, MN 55044 1 �. © 2006 PH: (952) 985-0918 Fax: (952) 985-0920 PROJECT TITLE: Garage Truss Modification Keith & Pamela Erickson 3600 Tanglewood Ct.; Eagan, MN Le Pas Project#: 5506 Arch. JOB #: none Cut Web Fl w/Top of Jst After Completing Conn's 3/4" T&G Plywd. APA 24 o.c. Span -Rated Sturd-I-F oor Exp 1 1 \ DETAIL -Add Solid Blocking -btwn Jst & Truss Fasten Btm Chord to LVL w/10d Nails @ 12" o.c. USP MP3 Framing Angle @ Each Exstg Truss over Beam Location (See 2/S10 for Nailing Requirements) S101 1" = 16d NAIL @ FAR SIDE 16d NAIL @ NEAR SIDE • Sister-oir Stud (#2 S -P- sten w/ 10d Nails @ 6"-9"o.c. Staggered 2x6 Stud Brg Solid on LVL Jst Sister -on 11 7/8" LVL Jst to Exstg Truss Btm Chord @ 24" o.c. Exstg Truss Connection Plate Do Not Remove or Damage Exstg Truss Remove Clg Bd for Beam Installation 3 -Ply 16"x 1 3/4" LVL Beam (LP 2950Fb - 2.0E) See Dtl 2/S10 for Nailing TRUSSES @ 24"o.c. USP MP3 FRAMING ANGLE w/ (3) 10d Nails into the Beam (3) NASD Nails into the Truss (NA9D = 10d x 1 1/2") TYP • • + • 3 Ply 16"x 1 3/4" LVL BEAM (LP 2950Fb -2.0E) • • Nail Plies together w/16d- + Nails @ 4 per row & rows @ 6" o.c. length of beam • • CERTIFICATION I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of e State of innesot Linda Loye Licens- # • Note: All nails are to be "Common Nails" w/ Diameters as noted in Structural Notes DRAWING TITLE: DETAILS SCALE: As Noted Le Pas Design, Ltd. ROOMS TO GROW • Steve Henjum (Contractor) • Cell: 952-21 5-8142 • Fx: 651-322-7403 DATE 07-19-06 C _ O s SHEET 1 O of 1 5 20880 Laredo Path '' Lakeville, MN 55044 ' - © 2006 PH: (952) 985-0918 Fax: (952) 985 0920 PROJECT TITLE: Garage Truss Modification Keith & Pamela Erickson 3600 Tanglewood Ct .; Eagan, MN Le Pas Project #: 5506 Arch. JOB #: none • 1 3/4" FROM END Max. Bm ' Max. Bm Offset Offset -Ply 16"x 1 3/4" LVL Beam (LP 2950Fb - 2.0E) See Dtl 2/S10 For Nailing BTM CHORDD OF 2x4 TRUSS IIwmuinI 1 111111111 1111 1111111 111111 2 -Ply 16" x 1 3/4" LVL Header (LP 2950Fb - 2.0E) Nail Together W/10- Rows of (5)10d Nails Alternating Sides 10d NAIL FOR 1st Ply 16d NAILS THROUGH ADDITIONAL PLIES Add Blocking at Mid -Height 16d Nails Into Ea. Ply of 2 -Ply LVLHeader Nail @ 4" O.c. USP Hanger THDH5212 Nail w/ (56) 16d Nails into Header (20) 16d Nails into Beam Add 3 -Ply 2x4 (Stud Grade) Built -Up Posts Below Header At Ea. Side of Exstg Studs Nail @ 6"-8" o.c. As Noted Existing 2x6 Studs @ 16" o. c. J Line Indicates Top of Slab l I - - = _1 VERIFY Exstg Rim Board - (If Not LVL or APA Rated _ _I Rim Board Contact Eng.) Add Squash Blocks in Jst Space Behind - Use LVL Blocking or APA Rated Rim Board Blocking CERTIFICATION I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws o�the State of Minnesota. Linda L e Brekke, P. E License # 42681 Date 12" CMU Wall Below Note: All nails are to be "Common Nails" w/ Diameters as noted in Structural Notes DRAWING TITLE: DETAILS SCALE: As Noted Le Pas Design, Ltd. ROOMS TO GROW • Steve Henjum (Contractor) • Cell: 952-21 5-8142 • Fx: 651-322-7403 DATE 07-19-06 �_ SHEET 11 of 15 20880 Laredo Path Lakeville, MN 55044 . \ti... © 2006 PH: (952) 985 0918 Fax: (952) 985-0920 PROJECT TITLE: Garage Truss Modification Keith & Pamela Erickson 3600 Tanglewood Ct.; Eagan, MN Le Pas Project*: 5506 Arch. JOB #: none 1 \ DETAIL 3 -Ply 16" x 1 3/4" LVL Beam (LP Fb=2950 - 2.0E) See Dtl 2/S10 For Nailing USP Hanger THDH5212 Nail w/ (56) 16d Nails into Header (20) 16d Nails into Beam S1 2% 1 1/2" = 1'-0" VERIFY Exstg Rim Board Material (If Not LVL or APA Rated Rim Bd Contact Eng.) Exstg Conc. Slab DETAIL S1 2) 1 1/2" = 1'-0" CERTIFICATION I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws ofithe State of Minnesot Li Linda Loyet8rekke, . Licens- # 4 681 Dat NOTE: TRUSSES, CLG & _1ST NOT SHOWN Exstg 2x6 Stud Wall Interior Finish to Remain 2 -Ply 16" x 1 3/4" LVL Header (LP 2950Fb - 2.0E) See Detail 1/S11 for Nailing. Notch Exstg 2x6 Stud to Accept LVL Header Add 3 -Ply 2x4 (Stud Grade) Built -Up Posts Below Header At Ea. Side of Exstg Studs. Nail @ 6"-8" o.c. (See 1/S11) Note: All nails are to be "Common Nails" w/ Diameters as noted in Structural Notes Exstg Flooring / Exstg 11 7/8" "I" Joists Add Squash Blocks in Jst Space Behind - Use LVL Blocking or APA Rated Rim Board Blocking Exstg Masonry Wall DRAWING TITLE: DETAILS SCALE: As Noted Le Pas Design, Ltd. ROOMS TO GROW • Steve Henjum (Contractor) • Cell: 952-215-8142 • Fx: 651-322-7403 DATE 07-19-06 SS _ 2 SHEET 12 of 15 20880 Laredo Path Lakeville, MN 55044 \,... © 2006 PH: (952) 985 0918 Fax: (952) 985-0920 PROJECT TITLE: Garage Truss Modification Keith & Pamela Erickson 3600 Tanglewood Ct.; Eagan, MN Le Pas Project*: 5506 Arch. JOB #: none NOTE. TRUSSES NOT SHOWN See Dtl 2/S10 for Beam Nailing BENT PL 3/16"x5" x 1'-10" w/4 - 9/16"o Holes Far Side Bolt 3/16" Steel Column 4x4x3/16 HHS V 1 \ DETAIL -Ply 16"x1 3/4" LVL Beam (2950F -2.0E) v1 S13) 1"=1'-o" Exstg Truss Btm Chord ln 00 1/2"o x 4" Lag Bolts (NS & FS) As Shown USP - MP3 Framing Angle w/(3) 10d Nails into Beam & (3)10dx 1 1/2" Nails into Truss BASE PL 3/4"x 10"x0'-10" w/4 - 13/16"0 HOLES POURED CONC SLAB 3 -Ply 16"x1 3/4" LVL Beam (2950F-2.OE) BENT PL 3/16"x5" x 1'-10" w/4 - 9/16"o Holes 1/2"o x 4" Lag Bolts (NS & FS) As Shown 3/16" I/ Steel Column 4x4x3/16 HSS Clear Inside E a) v `a) 0 a 0 I— CERTIFICATION I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws o )the State of inneso Linda Loye Br ke, pp License* 4.681 Date C E Steel Column 4x4x3/16 HSS w/ BASE PL 3/4"x 10"x0'-10" O 1 1/2" GROU SPACE 4- #4 VERT. REINF. POURED CONC. FTG 2' -0"x2' -0"x0'-9" w/ 2 - #4 BARS EA. WAY A NON -SHRINK\ GROUT // 1/2'10 ANCHOR BOLT (TYP) 12"x12" CONCRETE BLOCK COLUMN PIER FILLED SOLID w/GROUT A ar roo r-eSZ. cc> n c -u -fie /It 5.0447 Iva/Z ®K VW 4) X09 2'-0 3 \ DETAIL S13 1" = 1'-0" NOTE. BOTTOM OF FOOTING TO BE A MINIMUM 4'-0" BELOW TOP OF SLAB DRAWING TITLE: DETAILS SCALE: As Noted Le Pas Design, Ltd. ROOMS TO GROW • Steve Henjum (Contractor) • Cell: 952-21 5-8142 • Fx: 651-322-7403 DATE 07-19-06 C .7 SHEET 13 of 15 20880 Laredo Path Lakeville, MN 55044 ©2006 \z PH: (952) 985 0918 Fax: (952) 985-0920 PROJECT TITLE: Garage Truss Modification Keith & Pamela Erickson 3600 Tanglewood Ct.; Eagan, MN Le Pas Project*: 5506 Arch. JOB #: none STRUCTURAL NOTES 1.0 - GENERAL NOTES A. Construction Documents 1. This document is an instrument of service and is the property of Le Pas Design, Ltd. and may only be reproduced for this specific project. 2. Use of these documents is prohibited for other projects, additions -to or extensions -of this project or for completion of this project by others, unless prior written consent by the engineer is obtained. 3. Details and conditions not specifically shown shall be constructed in accordance with details shown for similar conditions and materials. If any uncertainty exists, verify the required construction with the engineer. 4. These documents are for Structural Elements Only and do Not contain non-structural code requirements. B. Site and Field Conditions 1. The contractor shall field verify all existing conditions and dimensions and report any discrepancies. 2. The engineer does not control the means and methods of construction; therefore, the contractor shall be responsible for all temporary shoring and protection during demolition and construction. 3. These drawings do not include the necessary components for construction safety. The contractor is solely responsible for construction safety. 1.1 - GENERAL DESIGN STANDARDS A. General Design Assumptions 1. This design is for the listed "in service" loads only. The design for these documents does not consider construction loads. 2. The contractor shall provide temporary shores or temporary bracing for structural steel until permanent bracing and/or connections have been made. B. Design Codes, Specifications and Referenced Standards 1. Minnesota State Building Code 2. International Residential Code (IRC - 2000) and Internation Building Code (IBC - 2000) 3. American Society of Testing and Materials (ASTM) 2000 -IBC ASTM Referenced Standards 4. American Society of Civil Engineers (ASCE 7-98) Minimum Design Loads for Buildings and Other Structures 5. American Concrete Institute (ACI 318-99) Building Code Requirements for Structural Concrete 6. 1999 Masonry Standards Joint Committee (MSJC) Code and Specification (ACI530-99/ASCE 5-99/TMS 402-99) Building Code Requirements for Masonry Structures and (ACI 530.1-99/ASCE 6-99/TMS 602-99) Specification for Masonry Structures 7. American Institute of Steel Construction (AISC 13th Ed.) Steel Construction Manual 8. American Forest & Paper Association (AF&PA NDS - 97) National Design Specification for Wood Construction and Supplement C. NON-STRUCTURAL CODE REQUIREMENTS ARE NOT PROVIDED FOR in these documents. 1.2 - DESIGN LOADS - IRC 2000 w/ MN Amendments A. Dead Loads 1. Roof Dead Load 2. Floor Dead Load 3. Partitions or walls B. Live Loads 1. Residential Floor Load 2. Attics without starage Continued on Next Page - S-15 CERTIFICATION I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws o he State of Min eso 4 Linda Loye Bre" ke, P. E License # 42681 Date 15 psf 15 psf 8 psf 40 psf 10 psf DRAWING TITLE: STRUCTURAL DESIGN NOTES SCALE: None Le Pas Design, Ltd. ROOMS TO GROW • Steve Henjum (Contractor) • Cell: 952-21 5-8142 • Fx: 651-322-7403 DATE 07-19-06 ==(20880 Laredo Path S 1 4 SHEET 14 of 15 Lakeville, MN 55044 © 2006 .i 10. PH: (952) 985-0918 Fax: (952) 985-0920 PROJECT TITLE: Garage Truss Modification Keith & Pamela Erickson 3600 Tanglewood Ct.; Eagan, MN Le Pas Project*: 5506 Arch. JOB #: none z STRUCTURAL NOTES - CaINUED V 1.2 - DESIGN LOADS - IRC 2000 w/ MN Amendments - Continued C. Snow Loads - As per ASCE 7-98 • Ground Snow Load Pg = 50 psf • Flat -Roof Snow Load Pf = 35 psf D. Wind Loads - As Per ASCE 7-98 - Using Buildings of all heights method • Building Classification CategoryII • Basic Wind Speed V=90 mph • Importance Factor 1=1.0 • Topography Exposure B 1.3 - MATERIAL DESIGN STRENGTHS A. Poured -in-place Concrete (28 day strengths) 1. Footings f c = 3000 psi 2. Non -shrink Grout - 1 day strength = 3000 psi B. Masonry 1. Concrete Masonry - fm = 1500 psi 2. Masonry Grout - fc = 3000 psi C. Reinforcing Steel 1. #4 & Larger Deformed Bars - fy = 60 ksi D. Structural Steel Members 1. Hollow Steel Sections (Rect.) fy = 46 ksi 2. Steel Plates - ASTM A36 - fy = 36 ksi E. Wood Products 1. 2. 3. 4. 5. Solid Sawn Dimension Lumber • 2x4 - Use Stud Grade S -P -F (Spruce -Pine -Fir) • 2x6, 2x8 & 2x10 Joistd/Headers - Use #2 S -P -F (Spruce -Pine -Fir) LVL - Engineered Wood Products (LP 2950Fb - 2.0E) • Modulus of Elasticity E = 2.0x10A6 psi • Flexural Bending Stress Fb = 2950 psi Pressure Treated Sawn Lumber (IF REQUIRED) • Visually Graded #2 SPF • Wood Preservative ACQ Protection of Fasteners (All metal parts in contact with ACQ treated lumber, • Joist Hangers G185 • Screws & Nqails Hot Dip Galvanized * Joist, Rafters & Studs SHOULD NOT BE TREATED & therefore hangers do not require additional protection. Fasteners and Designations: (Note: USP Structural Connectors have been used for design) • See USP Products Catalog for Hanger Installation/Requirements & NA Series Fasteners • NA9D = 10d x 1 1/2" = 0.148" diam. x 1 1/2" long • 10d nails = 0.148" diam. x 3" long • 16d nails = 0.162" diam. x 3 1/2" long • #8 Screws = 0.131 root diam. x 3" long less than 1/2" diameter require protection) F. Assumed Soil Bearing Capacity 1. Allowable Bearing Pressure qs = 1500 psf CERTIFICATION I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws the State ota. /UflthLOYeQq' License # 42681 7/o Vo DRAWING TITLE: STRUCTURAL DESIGN NOTES SCALE: None Le Pas design, Ltd. ROOMS TO GROW • Steve Henjum (Contractor) • Cell: 952-215-8142 •• Fx: 651-322-7403 DATE 07-19-06 _ C _ J 1 5 SHEET 15 of 15 2� 0880 Laredo Path -' Lakeville, MN 55044 \,.... © 2006 PH: (952) 9ss 0918 Fax: (952) 985-0920 PROJECT TITLE: Garage Truss Modification Keith & Pamela Erickson 3600 Tanglewood Ct.; Eagan, MN Le Pas Project#: 5506 Arch. JOB #: none -47 2 R314.2.1Profile Open risers are permitted, provided that the opening between treads does not permit the passage of a 4 -inch -diameter (102 mm) sphere. R314.5 Spiral stairs. Spiral stairways are permitted, provided the minimum width shall be 26 inches (660 mm) with each tread having a 71/2 -inch (190 mm) minimum tread width at 12 inches (305 mm) from the narrow edge. All treads shall be identical, and the rise shall be no more than 91/2 inches (241 mm).A minimum headroom of 6 feet, 6 inches (1982mm) shall be provided. 1/2 __�LINE OF BEAM BELOW � SLATE STONE DECK EXISTING PORCH DECK PLAN WROUGHT IRON CIRCULAR STAIR SCALE: 1/4" = 1'-0" 33'-0" 21'-0" 12'-0" 6'-10" 6'-10" 6'-10" EXISTING PORCH e L +�0/0 v LINE OF NEW DECK ABOVE EXISTING FOOTINGS/POSTS NOTES: 1. CONTRACTOR VERIFY EXISTING CONDITIONS AND DIMENSIONS 2. NEW STUCCO TO BE PAINTED TO MATCH EXISTING PAINTED STUCCO. 3. MATCH EXISTING OVERHANGS, FINISHES, SOFFITS, AND FASCIAS. 4. GARDEN ROOM TO BE UNHEATED W/ 2X4 STUD WALLS. - SEE 2/3 LANDSCAPING & PAVERS BY OTHERS 6X6 TREATED POST 0/ ' X 48" CONC. FOOTING -- LINE OF PORCH ABOVE 10'-0" -2-2X10 TR. BEAM REMOVE EXISTING CONC. SLAB -- NEW PAVERS BY OTHERS 5-0 6-PNL. INSUL FRENCH DOOR NORTH PROVIDE NEW FROST FREE SILL COCK - OWNER SPEC LOCATION 'LINE OF CONT. FROST FOOTING { DOOR SPOT LIGHT @ SOFFIT SINK BY OWNER SHELVING & WORK BENCH BY OWNER RELOCATE EXISTING VENT RETAIN, PATCH AND PAINT STUCCO AS NEEDED ALIGN NEW WALL W/ EXISTING WALL BEDROOM EY ROOM GARDEN ROOM PLAN / DECK FOUNDATION SCALE: 1/4" = 1'-0" PARTE PEr;M TS ARE REQUIRED FOR ANY ELEarREAt OR ` UMF3Mi 1, r Rk- NORTH Z L2 N J► k O ' 00 V1R 4 1-4 g ;7),-'H 1l CV C l' W g E -I a-'5 I l O "a 0 g CCS �n VL -8 O W ca'°' S~ 1-4 4 n.. i L O 0 JOB: 33805 DATE: 9/20/05 REVISED: PAGE OF 1 3 TING PORCH RIDGE VENT TO MAT VERIFY-- MATCH EXIST. PORCH ROOF PITCH CEDAR SHAKE ROOF TO MATCH EXISTING 12 PAINTED ST O SIDING - MATCH E N EXTURE AND COLOR MATCH EXISTING STUCCO SIDING, OVERHANGS; SOFFITS, FASCIAS AND ROOFING REAR ELEVATION NEW WROUGHT IRON RAIL W( BEVELED CEDAR CAP& 4X4 CEDAR POSTS CEDAR FASCIA, STAINED -VbROUGHT IRON C RCULAR STAIR VV/ PLATFORM 2-2X10 TREATED BEAM co 6X6 TREATED POST, STAIN TO MATCH EXIT. AC NEW GARDEN ROOM 10'-0" NEW DECK 6'-10" SCALE: 1/4" = 1'-0" fax:(952)898-0657 O CCS C CD Cr) -0N N_ _ 1 Off) C w 5 L C �Z CC al c 023 I--- c E8 a co CSW JOB: 33805 DATE: 9/20/05 REVISED: LEAR CEDAR RAILING / 1/2" BEVEL ROUGHT IRON PLATE WROUGHT IRON POST BEYOND .NWROUGHT IRON RAIL W! CLEAR CEDAR CAP �-MTL FLASHING TREATED LEDGER -- --LAG SCREWS @ 16" O.C. - USE EXISTIN G IF POSSIBLE "STONE DECK" DECKING 0/ TREATED 2X4 SLEEPERS 4X4 CEDAR POSTS I " 2-1 X 10 CEDAR FASCIA \EXISTING HOUSE 0 oa a 74,1,4 2'-0" CANTILEVER SECTION @ DECK SCALE: 3/4" = 1'-0" 13`-6" 2-2X10 TR. BEAM TR. POSTS, STAIN TO MATCH EXIST. PAVERS BY OTHERS X 48" POURED CONC. FOOTING 0 IRRP:dig""'11""""" MATCH EXISTING CEDAR FASCIA WOOD SHAKE SHINGLES 1/2" OSB ROOF DECK. MATCH EXITING GRADE ENGINEERED TRUSSES -24" O.C. VENTED S NO DRYWALL FIT --MATCH EXISTING PORTLAND CMENT STUCCO, PAINTED 2X4 @ 16" O.C. TREATED 2X SILL PLATE -CONC. CURB 4" SEALED CONC FLOOR UNEXCAVATED 8" BLOCK OR FOUNDATION 8" X 20" PO i ---- POURED CONC. RED CONC. FOOTING SECTION @ GARDEN ROOM SCALE: 3/4" = 1'-0" JOB: 33805 DATE: 9/20/05 REVISED: PAGE OF 3 3 PERMIT City of Eagan Permit Type:Building Permit Number:EA156185 Date Issued:06/19/2019 Permit Category:ePermit Site Address: 3600 Tanglewood Ct Lot:7 Block: 1 Addition: The Woodlands 2nd PID:10-75876-01-070 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 - Keith R Erickson 3600 Tanglewood Ct Eagan MN 55123 Renewal Andersen 1920 County Road C West Roseville MN 55113 (651) 264-4777 Applicant/Permitee: Signature Issued By: Signature PERMIT City of Eagan Permit Type:Building Permit Number:EA158014 Date Issued:09/23/2019 Permit Category:ePermit Site Address: 3600 Tanglewood Ct Lot:7 Block: 1 Addition: The Woodlands 2nd PID:10-75876-01-070 Use: Description: Sub Type:Siding Work Type:Replace Description: Census Code:434 - Residential Additions, Alterations Zoning: Square Feet:0 Occupancy: Construction Type: Comments:Please leave printed pictures of house wrap on site for the final inspection. When installing ventilated soffit material, remove existing material (i.e. debris that could block vents) and take steps to ensure maximum ventilation to attic. Call for final inspection after installation. 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 - Keith R Erickson 3600 Tanglewood Ct Eagan MN 55123 (612) 805-5356 X5 Smith Cole Stucco and Stone 3916 Dight Avenue South Minneapolis MN 55406 (612) 709-4980 Applicant/Permitee: Signature Issued By: Signature r For Office Use � 11-, • EAGA Permit#: N Permit Fee: ECE1\l/ /D 0Date Received: 3830 PILOT KNOB ROAD I EAGAN, MN 55122-1810 (651)675-5675 I TDD: (651)454-8535 I FAX:(651)675-5694 OCT i o Staff: buildinginspections(@cityofeaoan.com 201 2019 RESIDENTIAL BUIL APPLICATION Date: Site Address: . r( Unit#: ^^ Name: C�\` N QI N Phone: 4oi2 5 , 356 Resident/ Owner Address/City/Zip: 36000 1144'Fcr-)D 0-7- - Applicant is: Owner )(Contractor I 717 6- (At' )!A(IIt( ��('/✓/ Type of Work Description of work: € P1e Cj& )t D pArreRk4,6 C) to i1( O\_L)5 Construction Cost:45 \2 os'r o ,— Multi-Family Building:(Yes /No ) Company: v,1 L C 5T €e..b+Slmiccontact: Contractor Address: 44463 1't-i ��l 464, City: �, / (olZ State.d-* Zip: 554 Phone: . C64. .4QFJO. Email: M./Th P�iL°'S�vP�� rl 04) License#: IC �o`(� �(�� Lead Certificate#: NA I ^F 154 13 k— 1 If the project is exempt from lead certification, please explain why: \Iti r t -{ (� U-1 COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING In the last 12 months, has the City of Eagan issued a permit for a similar plan based on a master plan? Yes No If yes,date and address of master plan: Licensed Plumber: Phone: Mechanical Contractor: Phone: Sewer&Water Contractor: Phone: Fire Suppression Contractor: Phone: NOTE:Plans and supporting documents that you submit are considered to be public information. Portions of the Information may be classified as non-public if you provide specific reasons that would permit the City to conclude that they are trade secrets. You may subscribe to receive an electronic notification from the City of proposed ordinances by signing up for an email update on the City's website at www.citvofeagan.com/subscribe. Exterior work authorized by a building permit issued in accordance with the Minnesota State Building Code must be completed within 180 days of permit issuance. CALL BEFORE YOU DIG. Call Gopher State One Call at(651)454-0002 for protection against underground utility damage. Call 48 hours before you intend to dig to receive locates of unde :round utilities. www.00pherstateonecall.org I herebyle l owledge tha is inf. ation is com tete and accurate;that the work will be in conformance with the ordinances and codes of the City of Eagan; that I understand th is of a permit, b only an application for a permit, and work is not to start without a per it; that the work will be in ac .rdance with the approu d p1.. in the work which requires a review and approval of plans. per' Applica rte• a Applicant's Signature l ov Ti 1{ LOoc'd C-- ' %s �� DO NOT WRITE BELOW THIS LINE • SUB TYPES Foundation _ Fireplace _ Porch(3-Season) _ Exterior Alteration(Single Family) _ Single Family _ Garage _ Porch(4-Season) _ Exterior Alteration(Multi) Multi _ Deck _ Porch(Screen/Gazebo/Pergola) _ Miscellaneous — 01 of Plex _ Lower Level — Pool _ Accessory Building WORK TYPES New — Interior Improvement _ Siding _ Demolish Building* Addition _ Move Building _ Reroof _ Demolish Interior Alteration _ Fire Repair _ Windows _ Demolish Foundation Replace _ Repair _ Egress Window _ Water Damage Retaining Wall *Demolition of entire building-give PCA handout to applicant DESCRIPTION ,� Valuation1_21_ 110, Occupancy ...„„L, - -• MCES System Plan Review Code Edition .a,> „, ( 'SAC Units (25%_100% Zoning (7/- City Water Census Code Stories Booster Pump #of Units Square Feet PRV #of Buildings Length Fire Suppression Required Type of Construction W Width REQUIRED INSPECTIONS Footings(New Building) Meter Size: Footings(Deck) Final I C.O. Required Footings(Addition) Final I No C.O. Required Foundation Foundation Before Backfill rHVAC_Service Test Gas Line Air Test_Hood Roof:_Ice&Water _Final Pool:_Footings _Air/Gas Tests _Final ?c Framing 30 Minutes 1 Hour Drain Tile /_ Fireplace: Rough In _Air Test Final Siding: Stucco Lath _Stone Lath _Brick_EFIS Insulation Windows — — Sheathing Retaining Wall: Footings_Backfill Final Sheetrock Radon Control Fire Walls Fire Suppression:_Rough In Final Braced Walls Erosion Control Shower Pan Other: Reviewed By: 11/ , Building Inspector RESIDENTIAL FEES Base Fee ' j` ��` e f, ll� w Surcharge - 0 Plan Review MCES SAC City SAC Utility Connection Charge JO 0 ,-~'} S&W Permit&Surcharge / ;, '-s'`� Treatment Plant Radio Meter Read Copies TOTAL Page 2 of 3 1 l PERMIT City of Eagan Permit Type:Mechanical Permit Number:EA175068 Date Issued:03/10/2022 Permit Category:ePermit Site Address: 3600 Tanglewood Ct Lot:7 Block: 1 Addition: The Woodlands 2nd PID:10-75876-01-070 Use: Description: Sub Type:Furnace Work Type:Replace Description: Comments:Carbon monoxide detectors are required within 10 feet of all sleeping room openings in residential homes (Minnesota State Building Code). Questions regarding electrical permit requirements should be directed to State Electrical Inspector, Pete DeGrood at (507) Fee Summary:ME - Permit Fee (Replacements)$59.00 0801.4088 Surcharge-Fixed $1.00 9001.2195 $60.00 Total: I hereby acknowledge that I have read this application and state that the information is correct and agree to comply with all applicable State of Minnesota Statutes and City of Eagan Ordinances. Contractor:Owner:- Applicant - Keith R & Pamela R Erickson 3600 Tanglewood Ct Saint Paul MN 55123--241 (612) 940-5921 Controlled Air 21210 Eaton Ave Farmington MN 55024 (651) 460-6022 X253 Applicant/Permitee: Signature Issued By: Signature