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774 Golden Meadow Rd Use BLUE or BLACK Ink t r I For Office Use Permit#: City of Ea Ed~ I Permit Fee: e7423830 Pilot Knob Road 1 - I Eagan MN 55122 J U L 2 2 ?0111 I Date Received: f I I Phone: (651) 675-5675 ® Fax: (651) 675-5694 1 Staff: I L 1 2011 RESIDENTIAL BUILDING PERMIT APPLICATION Date: Site Address: /Unit Name: Phone: RESIDENT / OWNER Address / City / Zi Applicant is: Owner Contractor Description of work: ~S TYPE OF WORK Construction Cost: Multi-Family Building: (Yes / No Company. Contact`V/~iLL%Y ,.L 4!~&66;~L Address: City: -,22.,Ie~ CONTRACTOR State: Zip: `G~ Phone: ~ License Lead Certificate If the project is exempt from lead certification, please explain why: (see Page 3 for additional information) COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING In the last 12 months, has the City of Eagan issued a permit for a similar plan based on a master plan? _Yes _No If yes, date and address of master plan: Licensed Plumber: Phone: Mechanical Contractor: Phone: Sewer & Water Contractor: Phone: NOTE: Plans and supporting documents that you submit are considered to be public information. Portions of the information may be classified as non-public if you provide specific reasons that would permit the City to , conclude that then are trade secrets. CALL BEFORE YOU DIG. Call Gopher State One Call at (651) 454-0002 for protection against underground utility damage. Call 48 hours before you intend to dig to receive locates of underground utilities. www.clopherstateonecall.org I hereby acknowledge that this information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan; that I understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the work will be in accordance with the approved plan in the case of work which requires a revie 8~p oval of plans. xs,J#AXS A A~;IZLX__ x Applicant's Printed Name A icant's Signature Page 1 of 3 Geda&k &A-Jot,`DO NOT WRITE BELOW THIS LINE SUB TYPES _ Foundation _ Fireplace _ Porch (3-Season) _ Storm Damage Single Family _ Garage _ Porch (4-Season) _ Exterior Alteration (Single Family) _ Multi _ Deck _ Porch (Screen/Gazebo/Pergola) _ Exterior Alteration (Multi) 01 of _ Plex _ Lower Level _ Pool _ Miscellaneous Accessory Building WORK TYPES _ New _ Interior Improvement _ Siding _ Demolish Building* Addition _ Move Building _ Reroof _ Demolish Interior _ Alteration _ Fire Repair _ Windows _ Demolish Foundation AL Replace _ Repair _ Egress Window _ Water Damage Retaining Wall *Demolition of entire building - give PCA handout to applicant DESCRIPTION 75,41W IA Valuation Occupancy MCES System Plan Review Code Edition 96V-7 SAC Units (25%_ 100% Z Zoning City Water - Census Code Stories ! Booster Pump - # of Units --mac Square Feet 25-0 PRV - # of Buildings Length ~y Fire Sprinklers Type of Construction V B Width tiU REQUIRED INSPECTIONS Footings (New Building) Meter Size: Footings (Deck) Final / C.O. Required Footings (Addition) Final / No C.O. Required Foundation HVAC Gas Service Test Gas Line Air Test Drain Tile Other: Roof: -Ice & Water -Final Pool: -Footings -Air/Gas Tests -Final Framing Siding: -Stucco Lath -Stone Lath -Brick Fireplace: -Rough In -Air Test -Final Windows Insulation Retaining Wall: Footings _ Backfill _ Final Sheathing Radon Control Sheetrock Erosion Control Reviewed By: , Building Inspector RESIDENTIAL FEE Base FeeO Surcharge Plan Review 3 333 MCES SAC City SAC Utility Connection Charge S&W Permit & Surcharge Treatment Plant Copies TOTAL Page 2 of 3 7z~ ~l7 1. !Yl E rF# D 12 5. o o * 770.00 GOLDEN MEADOW ROA D - X -506-,60-o 4u 11 1 C) 3; LLI I - Ct, ~ ! 8 x j 00 0 ~.a ~t6I ~ 1 I 111 0 77✓✓ f I I 0 EAGAN REV! D I o BY: 41 DATE: x5.13 X7.00 r 89°44 36 E h n 07/27/11 Re: pole bldg at 774 Golden Meadow Rd Permit was issued to replace the non conforming, 64 X 40, pole bldg at 774 Golden Meadow Rd Bldg was collapsed by snow load on Feb 8, 2011 Zoning ordinance allows non conforming building to be replaced within 180 days (Aug 8, 2011) SEWER b WATER PERMIT CITY OF EAGAN 3830 Pilot Knob Rd. P.O. BoX 21199 y Eagan, MN 55121 SITE ADDRESS LOT ' BLOCK ! SEC1 OFFlCE USE ONLY PERMIT DATE WATER PERMIT # SEWER PERMIT # , METER # 411SF 74 1!7O B.P. RECEIPT # # R'D 3 aZ/2 B.P. RECEIPT DATE METER SIZE ocI 5&W ISSUE DATE P? BOOS7?R PUMP r APPLICANT: ADDRESS: CITY, STATE - ' _ ZIP T PHONE: PLUMBER: ADDRESS: f CITY, STATE ZIP PHONE: OWNER: {-` r': 4.,..? ?^ k k. yc ? PERMIT REQUESTED SEWER .? WATER _ COMM/IND - TAPS RESIDENTIAL NEW EXISTING I AGREE TO COMPLY 1MTH CITY OF EAGAN ORDINANCES: ADDRESS: `'f ? SI URE WHEN ER ISSUED CITY, STATE t -- ZIP PHONE: - i ? PLEASE ALLOW TWO WORKING DAYS FOR PROCESSING. FOR STORM SEWER PERMRS, CONTACT ENGINEERING DEPT. SEWER & WATER PERMIT ' CITY OF EAGAN ? 3830 Pilot Knob Rd. . P.Q. Bax 21199 J. Eagan, MN 55121 ' OFFICE USE ONLY, , ? ; ..,, PERMIT DATE WATER PERNfIT # ? '•' ? ' SEWER PERMfT # METER # B.P. RECEIPT # ? 1745 READER # B.P. RECEIPT DATE 4I?8?89 METER SIZE ISSUE DATE _X_XPRV . e BOOSTERLPUMP SITE ApDRE5S LO# BLOCK SEC/SUB - APFLICANT: - ' ' ADDRESS: CITY, STATE - PHONE: PERMIT REOUESTED SEWER _ WATER _ TAPS - COMM/IND _ RESIDENTIAL ZIP NEW _ EXISTING PLUMBER: . ' • • < ADDRESS: 1 AGREE TO C4MPLY WITH CITY OF CITY, STATE ' ZIP EAGAN ORDINANGES: PHONE: ` , C • ' OWNER: . ADDRESS: - SIGNATURE WHEN METER ISSUED CITY, STATE ZIP PHONE: PLEASE ALLOW TWO WORKING DAYS FOR PROCESSING. FOR STORM SEWER PERMITS, CONTACT ENGINEERING DEPT. ..?., . „ , BUILDING PERMIT To be used fot : - :)/ CITY OF EAGAN 3830 Pilot Knob Road, P.O. Box 21-199, Eagan, MN 55121 PHON E: 454-8100 -r' , 0 Est. Vaiue SiteAddress 774 (XyW?N NEn;lpW gi) Lot ? Block -I Sec/Sub. LAU: FZIiT 1ST Parcel No. W Name SYP?i KBEfIAZw?_ ; Address 776 COi.bFiN KEAF)[1Lt D 0 City FA['.•AN Phone 6'?KF;--4f 06 , o Narne S?4s?:?: zF- Ua Address ? City Phone W W Name ?? Address a W City Phone I hereby acknowlege that I have read this application and state that the information is correct and agree to comply with all applicable State of Minnesota Statutes and City ot Eagan Ordinances. Signature of Permitee A Building Permit is issued to: BYWNi KREXL'?1611:. 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 Receipt # OFFICE USE ONLY Occupancy - FEES 19A5 Zoning - (Actuap Const Bldg. Permit 1 5.Qci (Allowable) - Surcharge # of Stories Length Plan Review Depth SAC. Gity S.F. Total SAC. MCWCC S.F. Footprints - On Site Sewage Water Conn On Site Well - Water Meter MWCC System - Acct. Deposit City Water PRV Required _ S/W Permit Booster Pump - S,NJ Surcharge Treatment PI APPROVALS Road Unit Planner - park Ded. Council Bldg. Off. Copies Variance TOTAL 1 5• 00 Permit No. Permit Holder Date Telephone # WATER SEWER PLUM8ING H.V.A.C. ELECTRIC Inspectlon Date Insp. Comments Footingsl Foundation Z c? ? bs Framing Roofing Rough Plbg. Rough Htg. Isul. Freplace Fnal Htg. Flnal Plbg. Const. Meter Plbg. Inspector - Noti(y Plumber Engr.lPlan Bldg. Final Deck Ftg. qeck Final Well Pr. Disp. ''• ? . , PERMIT # PLUMBING PERMIT CITY OF EAGAN RECEIPT # 3830 PILOT KNOB ROAD, EAGAN, MN 55122 DATE: Block ? Name ? Addre c City' Name COMM/IND FEE - 1% OF CONTRACT FEE APT. BLDGS - COMM RATE APPLIES TOWNHOUSE 8 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 GDES BEYOND $1,000.00) OF PERMITTEE BLDG. TYPE WORK DESCRIPjION Res. "J New Mult. Add-on Com m. Repai r Other RES. PLBG. ONLY - COMPLETE THE FOLLOWING: N8? FIXTURES ,574- Water Closet - $3.00 TOTW `.' $ ?TBath Tubs - $3.40 1<, I_Lavatory - $3.00 F Shower - $3.00 -? , Kitchen Sink - $3.00 > -----r-Urinal/Bidet - $3.00 ' Laundry Tray - $3.00 S , ? Floor Drains - $1.50 % Water Neater - $1.50 Whirlpool - $3.00 ?Gas Piping Outlets - $1.50 (MINIMUM - 1 PER PERMIT) 5oftener - $5.00 Well - $10.00 Private Disp. - $10.00 Rough Openings - $1.50 FEE: STATE S/C: - y I FOR: CITY OF EAGAN 1 PERMIT # X'!'., ^ MECHANICAL PERMIT RECEIPT # ??! ?'? „ + CITY OF EAGAN r - 3830 PILOT KN08 ROAD, EAGAN, MN 55122 I_r, DATE: CONTRACT PRICE: e7 PHONE: 454-8100 For Office Use Only: Site Address BLDG. TYPE WORK DESCRIPI'ION LotBlock Sec/Sub Res New ' Name 4' ?' Mult Add-on .:! °- p ?- ?; i ;. .: . % ?- Comm. Repair ? m ` Address . . ?• F c City'e r Phone 2L22U Other I N a m e e FEES HVAC 0-100 M BTU RES -$24 00 . . c AddreSS AODITIONAL 50 M BTU - 6.04 3 O ?. City E.?.•='?YPhone RES. HVAC INCLUDES A/C ON NEW CONSTRUCTION) GAS OUTLETS MINIMUM 1 PER PERMIT) - 1 50 EA - ( . . TYPE OF WORK COMM/IND FEE - 1% OF CONTRACT FEE Forced Air ? M BTU APT. BLDGS. - COMM. RATE APPLIES TOWNHOUSE & CONDOS - FES. RATE APPLJES Boiler M BTU MINIMUM RESIDENTIAL FEE - ALL ADQ-ON & Unit Heater M 9TU $ REMOaELS - 12.00 Air Cond. 2V M BTU $ MINIMUM COMMERCtAL FEE - 20.00 STATE SURCHARGE PER PERMIT - .50 Vent Gas Piping Outlets # CFM ? _ (ADD $.50 S/C IF PERMIT PRICE GOES BEYOND $1,000) Other FEE: - SfGNATURE OF PERMI77EE y. S/C: ? TOTAL: FOR: CITY OF EAGAN BUILDING Est. Value $1150000 .,. - 1637/ Receipt # ' . Site Address 774 r?OLD'-'YV h*E,?DW gn Lot 2 Block Z SectSub. L 1%1J,T!'T X;;T Parcel No. ¢ Name W L t: - 3 Address ?%44:1 C(I;? 0 City ??'•?A-?+ Phone f+ 5 "C-AN Phone Name _ Address City _ CITY OF EAGAN 3830 Pilot Knob Road, P.O. Box 21-199, Eagan, MN 55121 PHONE: 454-8100 Phone I hereby acKnowlege that I have read this application and state that the information is correct and agree to compiy with ail applicable State of Minnesota Statutes and City of Eagan Ordinances. Signature of Permitee A Building Permit is issued to: BYRflti iCRE?4ENA:: on the express condition ihat all work shall 6e done in accordance with ali ? applicable State of Minnesota Statutes and City of Eagan Ordinances. Building Official OFFICE USE ONLY Occupancy FEES Zoning ?- i (Actual) Const v^N Bldg. Permit 692 • 00 (Allowable) V- 11 57.50 Surcharge # of Stories.' Length ??? ??. ? Plan Review Depth SAC, City 100600 S.F.TOtal - SAC,MCWCC 5156W S.F. Footprints - 5804W C W On Site Sewage _ onn ater On Site Well Water Meter 90100 MWCC Syslem ?? n ?a ? ? Acct. Deposit City Water xx S!W Perrnit(pftvioAky Pd) PRV Required Booster Pump S,'W Surchargg 41 ? t'reatment PI 228.00 APPROVALS Road Unit 340. W ? Planner - park Ded. ` ? Council -_ BIdg.Off. _ Copies 3 038.50 Variance - , TOTAL Permit No. Permi Floltler Date Telephone # WATER . SEWER PLUMBING H.V.A.C. • ? l ELECTRIC l /b s ' ' L^? Inspection Date Insp. Comments Footings I ^??yf e /,'v,Q Foundation Framing Roofing Rough Plbg. -1,S,rf?` ? h` ci1L*7 ds 2-'m' Rough Htg. 44f Isul. Fireplace Fnal Htg. - g- ? Final P4bg. - ?- ? Const. Meter Plbg. Inspector - Notify Plumber Engr.IPlan Bidg. Final Deck Ftg. Deck Final 'f Z p y Well Pr. Disp. BUILDING PERMIT To be used fof WOOD FOUNDATION Est. Value Receipt # N4 16289 I S 2p is 89 Site nddress 774 r.roT.nEx MRnnow un LOt 2 BIOCk _I` SeC/Sub. T.AIiRRNT 7 ST OFFICE USE ONLY P3rC81 N0. Occupancy - FEES Zoning - w Name BYRON KREMENAK (Actuap Const - Bltlg. Permit 15.00 Address 776 GOLDEN MEADOW RD (Allowable) - S h o City EAGAN Phone 688-9336 ,r oi srodes urc arge - Plan Review Lergth _ ' Name SAME Depth - SAQ City z AddfB55 ' S.F.Total - ? City PhOnO S.F. Footprints SAC,MCWCC _ Watar Conn On Site Sewage _ Fw Name On Site Well - Water Meter ?? Address MWCC System - aw City Phone City water Acci. Deposit - SrW P il PRV Required erm - I hereby acknowlege that I have read this application and state that the Booster Pump - S!W Surcharge inlormaiion is correct and agree to comply with al1 applicable Slate ot Minnesota Statutes and City of Eagan Ordinances. Trealment PI Signature ot Permiter( APPRO"LS Road Unit A Building Permit is issued to: B1t ON KREMENAK Planner - park Ded. on the express condition lhat all work shall he done in accordance with all Council applicable State of Minnesota Statules antl City of Eagan Ordinances. Bmg. Off. Copies BuildingONicial A Oilf? ? ?Ou?,l? ? Variance - TOTAL 15.00 CITY OF EAGAN 3830 Pilot Knob Road, P.O. Box 21-799, Eagan, MN 55121 PHONE: 454-8100 BUILDING PERMIT To be used for SF,. DWG/GAR escvawe $115,000 No 16377 . ? r' Receipt # ` /l ? / 7 f • ) Date APR 28 , 1949 Site Address 774 GOLDEN MEADOW RD Lat Z Block 1 Sec/Sub. LAURENT 1ST OFFICE USE ONLY PefCBI NO. Occupancy R- 3-ML-1 FEES R-1 Zoning w Name ARMAND R.. .ARO . i AIIRFNT (ACluap Const V-N eldg. Permit 692.00 o Address 3440 r.ol.FViRw nx #779 (niiowaeie) V-N s n 57.50 , ure zr9e City F.ACAN Phone 454-7941 #oistories - ?Q I Plan Revien 346. 00 LengM o Name BYRON KREMENAK oepm 4 ? snc City 100.00 i $Q Address 776 GOLDEN MEADOW RD S.F.TOtal - , 575 00 SAC,MCWCC . ? City EAGAN Phone 688-9336 S.F.Footprinis - 580 00 yyaterConn . On Site Sewage _ F ? Fw Name On Sife Well - Water Meler 90. 00 xi Addf255 MWCCSystem X 30 00 XX Accl_ Deposit . ¢w City Phone City Water xx it (Pre3dW51V P[l) SIVJ P PRV Required ertn I here6y acknowlege that I have read tl js application and state that the Booster Pump - SiW Surcharge( infortnation is correc[ and agree to c nply with all applicable State of Minnesota Statutas and City of Eagan rdinances. irearment PI 228.00 }SignatweofPermitee_ ? -?---?---?`- APPFOVALS qoadUnit 340_00 RYRON KRRMF.NAK A Building Permit is issued to: Planner - parkOed. on ihe express condition that all work shall be done in accordance with all Council applicable State of Minnesota Statutes and City of Eagan Ordinances. Bldg. Off. _ Copies yyiBuilding OHicial , Variance - TO7AL 3, 038.50 ? l CITY OF EAGAN 3830 Pflot Knob Road, P.O. Box 21-199, Eagan, MN 55121 PHONE: 454-8100 -? 5 E39/6 ? RESIDENTIAL BUILDING PERMIT APPLICATION CITY OF EAGAN 3830 PILOT KNOB RD, EAGAN MN 55122 651-687-4675 New Consvuctbn Reauiremante • 3 registered stle surveys showing sq. fl. ot Wt aq. fl. of house; arW g-0 roofed areas (20% mazimum rot coverage albwed) • 2 capies of plen showing beam & windax sizes; poured fourM design, atc.) • 1 set W Energy Cakulatbns • 3 coples of Tree Preservatbn Plan'rf lot platled after 711/93 • Rim JoW Detail Options selectbn shaet (WCgs wM 3 or less unils) DATE Z??'6 1)_ 51TE ADDRESS '7 7 y C-o /9-'^- NPE OF APPLICANT ? MULTI-FAMILY BLDG _ Y _ N _ FIREPLACE(S) _ 0 _ 1 _ 2 (?4?S STREET ADDRESS CITY A!tv G`'p STATE"`__ ZIP TELEPHONE # CELL PHONE # Gd-71 19 FAX #,.?5??- 40 e ? PROPERTYOWNER TELEPHONE# 'f3? --°--------------° -------------------------------------°--------------°-------------------- COMPLETE THIS SECTION FOR %NEW, RESIDENTIAL BUILDIN6S ONLY Energy Code Category _ MINNESOTA RULES 7670 CATEGORY 1 MINNESOTA RULES 7672 (+l submission type) . Residential VeMilation Catagnry 1 Worksheet Submitted • New Energy Code Worksheet Submitted . Energy Envelopa Calculetions SuDmi@etl Plumbing Contracfor: Plumbing system includes: Mechanical Conhactor. Mechanical system includes: Sewer/Water Conhactor: _ Water Softener _ _ Water Heater _ No. of Baths Air Conditioning Heat Recovery System Phone # Phone # Fee: $90.00 Fee: $70.00 I hereby acknowledge ihat I have read this application, state that the information is correct, and aqree to comply wiTh all applicable State of Minnesota StaTUtes and City of Eagan Ordinances. Signafure of Applicant OFFICE USE ONLY Certificates of Survey Received _ Tree Preservation Plan Received _ Not Required _ Updatetl 4102 ? c?0()`_7?base,. ?'??u (e t;i o2k HamodeVliqpalr Beaulrememe Cpm (J 1 E. ?. . 2coPiesofplan 1??0 ?Pi1?YYl4? . 1 set M Energy CakulatanS fot heated atltlAbns • i sRe wrvey br exterior addAbns & decks • Indicate'rf home served by septk system lar addUlons VALUATION Phone # Lawn Sprinkler No. of R.I. Baths CLAIM VOUCHER-REFUND REQUEST CITY OF EAGAN MAKE CHECK PAYABLE TO: AMERICAN REMODELING CONTRACTORS ADDIiESS: 1129 E CLIFF RD BURNSVILLE MN 55337 LOCATION: 774 GOLDEN MEADOW RD & ? 4352 GOLDEN MEADOW CT RECEIPT #/DATE: 8/05/02 REASON FOR REFUND: OVERPAYMENT PERMIT #: 53916 & 53917 TYPE OF REFUND: Plumbing Permit 9001.4087 $ Mechanical Pernrit 9001.4088 $ BuildingPemutFee 9001.4085 $ 14.00 Plan Review Fee 9001.4222 SAC (MC/WS) 9220.2275 SAC (City) 9379.4681 SAC (Admin) 9001.4246 WaterConnection 9220.3865 Sewer Permit 9220.4532 Water Permit 9220.4507 Account Deposit 9220.2252 Water Meter 9220.4509 WaterTreatrnent 9220.4685 Surcharge 9001.2195 Ovexpayment 9001.2250 Gtiub Box Deposit Refund 9220.2253 Conshucuon Meter Dep Refund 9220.2254 Other $ TOTAL $ 14.00 I declaze under the penalties of law that this account, claim, oc demand is just and that no part of it bas been paid. 8/OS/02 SIGNATURE DATE CA5H7:CR- ',i I'E:fiMINAL N0: 770 DAl'F:. 07/12/99 i:tMW . i5e54u26 zn a hFlME,., SUNNY SIDk CONST'RUGTTCIN TNC ;i2:L0 90(li. 774 GL.DN MI114 FEi 1.33.25 1L1JJ 9001 774• GI.iYN MLJW h'I! 3.50 r Tor,a]. Ror.eirit Amnurtit:: 1.42.75 CR :L 13?r r L7SE'F: ID? NANCY 1999 BUILDING PERMIT APPLICATION (RESIDENTIAL) CITY OF EAGAN 3830 PILOT KNOB RD - 55122 3 1L4 a?7 `j 651-681-4675 _l - ? ?- New Conshuction ReauiremeMs Remodel/Reoair Reauirements ? 3 registered aHe suneys showing aq. lt. of lof, sq. H. of house 2 coples of plan antl ell roofed areas (20% maxlmum lot coveraae allowed) 7 set of energy calculaNOns lor heated addRlons ? 4 copies of plans (show beam a window sKes; poured fnd. design; etc.) 1 ske suney for extertor addttions 3 decks ? 1 set of energy calculations ? S copiea of free preservation plan X lot plaMed afler 7/1193 -4v- DATE: 9 `l' CONSTRUCTION COST: oU DESCRIPTION OF WORK: ?? (,-c'- !/'OCJ-f2 - STREETADDRE55: Ak'Cz?aw ze'?-? LOT: a BLOCK: ? SUBD./P.I.D. #: S? _ PROPERTY OWNER CONTRACTOR ARCHITECT/ ENGINEER Name: 6VAfr40h 4/14 riA 41- Phone #: last Firif Street Address: -7 7 'y (2,) l?JeA /y7vw ?y City ??tCi1G. ? State: Zip: Company: ?Gl/J?h.S"?c bi1,Sz. Phone#: 69 9-?- 9-?}/?i? 9 (area code) Street Address: /? 7a? yzj?`7 co SUClf'Ie- Ltcense # AX Exp. City c?eIn ?/?i+?'vr•t state: zip: SS1M Telephone #: area code ( Street City Sewer !, water Ilcensed plumber (reauired for new conshucHon onNl: Name: Regishation #: _ State: Zip: Prnalfy applies when address change and lot change is requested once permB is iuued. t hereby acknowledge that t have read ihis appllcaflon, stafe that the informatlon is correct, and agree to compiy with ail appiicabl State of Minnesota Statutes and CNy of Eagan Ordinances. Signature of AppUcant: ? OFFICE USE ON Y Certificates of Survey Received _ Yes _ No Tree Preservation Plan Received _ Yes _ No _ Not Required f. ? 1989 BIIII.DIHG PEHMIT 9PPLICATIOA - CITY OF EAGAN SIAGLE F9MILY DWELLIN(i3 10V INCLIIDE 2 SETS OF PLANS, 3 CERTIFICATES OF SURVEYt 1 SET OF ENERGY CALCOLATIONS HOR&t ADD&ESSES FDH COENSa LOTS - COATHACfUR/HOlEOWNER MaST DFSIGNATE iiHICH ADDEESS IS DFSIRED. NO CHANGFS HILL BE ALLOiifiD ONCE HIIILDIdG PSRlIIT I3 ISSUED. Ht7LTIPLS DWELLINGS BENTAL QNITS FOH SALfi iIAITS +f OF UBIT3 INCLUDE 2 SETS OF PLANS, CERTIFICATE OF 3U9PEY - CHECL iTITH BLDG. DEPP.v 1 SET OF ENERGY CALCULATIONS COMMERCIAL INCLIIDE 2 SETS OF $RCHITECTURAL & STROCTIIRAL PLANS, 1 SET OF SPECIFICATIONS AND 1 SET OF ENERGY CALCULATIONS CU-?'?;oC> ? - Tf?% X-?f To Be Used For: ?Qt.ANI?/?c°iON ,??`?a r luat diontV: Date: a^t ? i? ?y? Site 9ddress '77?j Ic(.?n lkeayozo ga. Lot Z Block r Pareel/Sub `a_cc rert? ?/?Ea???/f/O)t.J Owner IYrnCL?',LI ?4.u-Y'elL- Address 3a.,?4, ?c3a ;L- ? City/Zip Code FD,qQ ,Hl+), SSIZ.?i Phone <f j 41 - 7 8 ? Contractor--7:27A [rY)ri Address % 7 (o C"' Lo/den. /iCa-ddu) kj . City/Zip Code /a q, Phone b $$ - ?, -?3 lv Arch. /Engr . n 0 ;fi Oecupancy Zoning Actual Const Allowable # of stories Length Depth S.F. Total Footprint S.F. On site sewage On site well _ MWCC System _ City tirater _ PRV required _ Booster Pump _ apeaovec.s Planner _ Council Bldg. Off. 9arianee E'FE9 Bldg. Permit 3urcharge Plan Review SACt City SAC, MWCC Water Conn Water Meter Aect. Deposit S/W Permit S/W Surcharge Treatment P1. Road Unit Park Ded. Copies TOTdL cc > .5 . ? i5. `? Address City/Zip Code Phone # HOTE= Sexer & Water Permit fees and aeoount deposit fees will be ineluded in the building permit fee. Processing time for serrer aad vater permits is two da9s once a licensed plumber has applied for a permit at City Hall. Office of County Recorder/Registrar of Titles OAKOTA COIINTV GOVERNMENT CENTER. MASTINGS, MN 53093 - PHONE: I6121 438-43e> RONALD C. FRANCIS, Chief Deputy '?76" ?,v?,?rrc -7 Z,;x c -X?o X& ? JAMES N. DOLAN Coun+,y Recorder Dakota Co• Godt. Center HasbnBs, Minn. 55033 ?o 'Certificate Forc Mr. Byron Kremenak T? ? r.c_ ;.c rc 'h GO?B yz7?7------ ,3 , //Z,49 O.to,0607y lin/ff z`? q3y \ . . - 928 dD ? 7k Ex?yn,v? , ? • . ? `? l'I ?434?? ?.ti ? ? ,?9''? ? p" ot? 926 I? u, ,l j w, 4 '? . ?? 93G , , , 1L31 ... I .- ? ' . . _A .,. .. l 0 T.+p q3 ;3.3.3 922 L, a ?i\ , 9? Z ?R 914 qc ?0„r^ O?F SCdLB: 1 Inch = 30 Feet . 11 ` Q O O? ?? , 41 V` \? ? ' ? . . . .. . . ? ?? ? • ? °? zz>.,. , y?p•'I ?r 9zs?'\ ?? m 931 r.. - 92 Rna•nN5 '\ ? ,. ?` •' Y-Zp' „ t:: 9u> ,?oT1. ?,CocK / \ \? 1 ? qZS.6 ? spot elevation rJ2 = proposed spot elevakions . ?' i., Existinq contour - 1? ?- - = Proposed contour TC = Top of curb O = Iron pipe Lot 2, Block 1, 4NWURENT FIRST ADDITION, akota County, Hinnesota. '- *Also showing the location of a proposed house as staked thereon. . ? .?t ... h . ? . ryJ em ? °n D ? / lr N - " 4F??Si.N. ?i' _/-' ,........? , iv; ? U?PT R E V I E W E D DELMAR H. SCHWANZ pr R M? v? . UND Sl1RYEYORB. INC. DATE, ? ?..,??ii?_ RepIsIwM UnMr lew; ol The Bbb ol Mlnmeob 14750 SOUTH ROBERT THAIL ROSEMOUNT, MINNESOTA 65088 E72/423-1789 ? SURVEYOff$ A10,T161QATE ?? - P.R.V. F?L-=?ED I harsby certlly IhN Ihla suney. Plan. or repoA wn i?`:` DE L MAR f I proparedbyme oruodsrmydinclwpervltlonmd = $(;HUVA11Z IAaI 1 am a duly Rspiqsrsd lmd Sumyor undsr IM Iaws ol lM Sldrs ol Mlnnaola. ??.'; -- F36: 5-- ?;,. ?;? ' . , ` ??,??i •.. ?b ?'? Delmor M. Behwen¢ . i o.lw Minmwla Mp1sVatlon No: II628 7 + Added 03-30-89 1989 BOILDING PERMIT APPJ.ICATION - CITY OF EAGAN SINGLE FAMILY DWELLINGS / INCLUDE 2 SETS OF PLANS, 3 CERTIFICATES OF SURVEY, 1 SET OF ENERGY CALCULATIONS NOTE: ADDRFSSES FOR CORNER LOTS - CONTR6CTOR/HOMEOWNER MU3T DESIGNATE iIHICH ADDRFSS IS DESIRED. NO CHANGES AILL BE ALLOWED ONCE BUILDING PERMIT IS IS30ED. P7ULTIPLE DWELLINGS RENTAL QNITS FOR SALE UNITS # OF ONIT3 INCLUDE 2 SETS OF PLANS, CERTIFICATE OF SORYEY - CHECB WITH BLDG. DEPT., 1 SET OF ENERGY CALCULATIONS COtMERCZAL INCLUDE 2 SETS OF ARCAITECTURAL & STRUCTURAL PLANS, i SET OF SPECIFICATIONS AND 1 SET OF ENERGY CALCULATIONS To Be Used For: Residential Valuation: A99-999 Date: April 5.1989 Site Address 774 Golden Meadow Roa( ? Lot 2 Sloek Parcel/Sub Laurent First Addition OwnerArmand & Car4)1 Laurent Address q!yly0 Golfview Dr. #322 City/Zip Code Eaaan. Mn. 55122 Phone 454-7831 Contractor Bvron Kremenak Address 776 Golder Meadow Ad. City/Zip Code EaRan 55123 Phone 688-9336 Arch./Engr. none Address 1)61000? Vrcl?a Wi oecupaney R-3 M-1 Zoning K-1 Actual Const . V-N Allowable V-N # of stories Length T Depth 1-I0 z, - S.F. Total Footprint S.F. On site sewage On site well _ MWCC System ? City water ? PRV required ? Hooster Pump _ APPROVALS Planner _ Couneil ? Hldg. Off. 427 Variance Council W-?A Bldg. Permit O.00 Sureharge 57,50 Plan Review N6,00 SAC, City /OO,oo SAC, MWCC 5"7610O Water Conn 580.00 Water Meter 40,0v Aeet. Deposit D.oo 5/W Permit *Sn7a S/W Surcharge -+roo- Treatment P1. 2 Road Unit 3yu, o0 Park Ded. Copies TOTAL City/Zip Code Phone # NOTE: Sewer & Water Permit fees and aecount deposit fees will be ineluded in the building permit fee. Processing time For seaer and srater permits is two days once a licsenaed plumber has applied for a permit at Citq Hall. 3zx36= 1152 ?'1h?? ? 119Z x 64= '7?Z88 -?k- IZEEN PIC)ncM 12x14= 168 x,70 ` 33&0 a I k ?y : soU 3 K /o = 3? 5314 x 14 = '1476 sRNI`J T?.CS?? ?---?-? 11 W I2%1 _ ? _ . . _ .. , H_ . . . . ... _..... . : y.? ._..?.. .. . . .- --.- . ,. . - : ; .. . r:?. ...h ,;•?q •Certificate For: Mr. Byron Kremenak .. . , .. I. . ?, . , ? . . °-- , Preliminary Grading & Development Plan p M ? , . . i. . 42? 7ti. ' ? . ? ? . . . . . . I . .?.?.:.rY.:? : t . . . ' i .' . t ..:. ? ? . . t '. .?. n ` r.c F -. >r.c. 1'c. . 7G ..'? •y ? ' 1 ?.yz 9• ? 'G? ypn . 93z • y , f`?4 ? 4?' J LU?B, s. i. ? ?- ? . ? . . r ' 9? ^ ' ? 9?9• T 5sN 9Zg 5? - / g??? • . ? `.; . .. ; : ? -.. . . . .., 't'',S . ID- l0 ? _ ? . ?. . . .. ,.. . . _ 3 ? ? ,... _- ,. / / / `? - q ?? • y ?-- ??r ?sc 6.4 ? 936 _. ? ? f Y l / 9z4j9 / ? ? \ ? ? ? o /?.C?OGDSED I . , . .J r IL n? usE `? I G N „=? EX?ST/NG k s ?, ? , ?a / j ? ,? ?. . ,:: ? • l?-ot?? _ -? ' . . Z io AQ O A/. / 90, ?f.??J ? 4ti? ? ? \? ? :.i . , ?? . . • - - , .? .934 ; ??. , ? ? . ? ? • ? Y? 1 I .? ? f• t F yl? ?Pp., rp?.9zy'19 ,???',??1....._ ?? ? - 91B ?jo \'? \\• 06>P?v?N . ... • ? ' ' F - ,?n6 qb ? 1ti'- ?. w'•c? qc SCALE: 1 Inch = 30 Feet yzU ?j + ?•`,,.L IV ? ... . l M 4Y J?VT ? ? \ , ? Tos 9t L\ ,. f .4 ar 9Z? \ y '. .? c? 931 • t s _ -:Z;t . . k r „ , Lr?9?211G . 9?( ' .. • . . ?.', j -i1. ; , .?O71. ? ,.. q2S?` _. Spot elevation ? gp =,Proposed spot elevations Existing contour. . _ _ ,.. 1 . - _: Proposed contour , , s I ? TC = Top of curb p _, Iron, pipe ounty. Minnesota ?Lot 2, Block 1, proposed LAURENP FIRST ADDITION, Dakota 0 . d 'Also shrnring the location of a proposed house as staked thereon. , Changed house dimensions 04-18-89. `p?ounwuanhiryllhr ??N?,ESpA9'd.,o DELMARH. u '? ' - • ,? = SCHWANZ - • - 8625 __. . ' ?\?0 . . u..?3, ?Z?..1 " DELMAR H. SCHWANZ ' j tANO9VRVE'/ORS.INC. NW MwM Unbr Lom al iM $IM of Ylnnwob ? .. . . . 1475090UTH ROBERT TRAIL ROSEMOUNT, MINNE30TA 65088 812/423-1789 , ?. SURVEYOR'S CEATIFICATE ? + • < ? ??C" I hsreEy esAlly tAat IAIs surny. Dlen, or ropoA was ? ? . . ? . ' A ? - ` `?"?? ? ? P ?1tl PP?4d ?.? . , preDared Dy me or wMSr my dtrwl suDervidon and ? ..?.._.__ . . . . ,...:., .. . . thst 1 am a duly Rsqbterod Und 3uneyor under . . . . - ? . . , . . . .t _ ? : _:..: ; . ? tha Iaws ol tM Stals ot MhmnoU.. . . i . . . . ?_ : Dalmn H. ScMran= Datad . . . ' . ? . ?, . Mlnnqoft Rspbktlbn No. l62b : % . , . • Added 03-30-89 . . ? , CITY OF EAGAN EXTERIOR ENVELOPE AVERAGE 'U` CONPUTATION OWNER: SITE ADDRESS: k CONTRACTQR: &rVIt ? VGA?Lw?C\ DATE: 7 Y PHONE: (??.T.35m Determine working square footage of each: 1. Total exposed wall area ,. / e?l V6 sq, ft. x.11 = ??13• Yo 2. Total roof/ceiling area .. / s? 2 sq. ft, x.026 = ??/• Total exposed wall area above floor - / 6 z 3 a. Total wall window area ............................ 2 i-1,y0 b. Total door area ................................... G Z,2. c. Total sliding glass area .......................... d. Total firepl,ace wall area ......................... e. Total wall'framing area (average 102) ............. f. Total net wall area above floor ................... It?l•?I g. Total rim joist area .............................. /3 } Total exposed foundation area = / ?-o h. Total foundation window area ....................... S 3. 5- i, Total net foundation area above grade .............. 12 ?.?- Determine 'U' value of each xall segment: a. X b. ls2,Z x c . x d . ?? x e. /6 L x f. ?/?/.,/ X d. /3?- x h. $3 ('' x i. 126.?' x IuI D,3o 1 ut ' U' ' U' v Ur /?. Vu? .a3 ' u' 'U' ,pI & s-2Z - a = O - 72 - 11/(?,0? s- _ ? ?n1.4 f 3 . ................................................... Total = I -+.-,•lq If item i13 is the same as or less than item l11, you have met the intent of SBC 6006(c)2. Total exposed roof/ceiling area j. Total skylight area ............................... (7 k. Total roof/ceiling Framing area(average102. /3 1. Total net insulated roof/ceiling area .............. /?y,o OVER Determine 'U' J- value for each roof/ceiling segment: x 'U' - n k. x `U' () ?O`EL = ?.? ? X ?u? 4 . .................................?:?:................. Total = y6? / 3 If total of /14 is the same as or less than 112, you have met the intent of SBC 6006(c)1. Alternate Building Envelope Design To utilize the total envelope system method, the values established 6y the sum of Items ll3 and !14 shall not be greater than the sum of Items Ii1 and 112, ,. z. ?-5-= Z3 s. + u. 31Z 2 SINGLE & DOUBLE FAMILY HOMES 1984 ENERGY CODE REQUIREMENTS On or about March 1, 1984, the following energy code requirements should be calculated and included with a building permit application. 1. Roof - ceiling assemblies - R-38 U= 0.025 Average !i 2. Exterior walls & rim joists - R-20 U= 0.11 Average 3. Floors over unheated spaces - R-20 U= 0.05 Average 4. Exterior overhangs will be considered as exterior wall. 5. Foundations (all exterior walls) - Minimum of R-5 insulation. 6. All insulated areas must be separated from the heated space by a well-lapped or sealed vapor barrier with a minimum perm rating of 0.1. A 4 mil. polyethlene sheet or equivalent meets this requirement. A Kraft face R-19 type insulation will be accepted in the rim joist areas. Air chute baffles.are to be placed in every rafter space. Inc<rior A i r Film (ilalls) Exterior p]r F Ilm (Valls) Irtcriar A{r Film (Vented Ea(eri,.r Air illm (Ven(ed Inccrlor Fir Filn (I.cn Vc Ex[erior hir Film !Ilon Ve Rlnum Sidinp Numinum.ith Backer Aluminun wi[h Ba<ker L Fo Ih x 8 La0 Sidinn (tload) 7/16 x 12 Ilardbo11tl Sidin GsbcStos SiAinns 1/4 LapP 5[ucco (Oro;m and Finfsn 314" Vaod Subfloor or She 1/2" Plywood ..hoa[hinq 112" Par(iclc tlu..rd vooos: iir, pinc t zimilar so/t tfoods 1 I/2" 1.89 2 1/2" 3.12 3 1/2" 4.35 5 1/2" 6.81 (R) r board 7/8" -0.72 r Loard I/2" 0.45 r baard S/II" 0.56 0.47 0.6z 0.97 densl[y 1/2" 1.32 denzity 25/32" 2.06 in9 1/2" . 1.14 0.31 shinn4s 0.21 (ing 0.15 0.44 3/4" Fiberalass 7.00 2" Fiher9lass 1h.00 iberglazs 19-00 BLOUItIf 400L5 APProx. 3°• 9.00 Approa. 4 1/I" 13.00 Approx. 6 1/411 19.00 aovrox. 7 1/4° za.oo KoDrox. ia" yu.uo AI1 other insula[ion ma[efials must be Filled verified (R Fatror) (R) Vermiculi[c 8" [onucro Block (5 t G Reg.) 1.11 1.93 12" Concrete Clock (5 G G Reg.) 1.28 3.15 . ' 8^ Ligh[ vcight 2.18 5.03 13" Li9hf I:eighC 2.48 $.82 NOTE: (U) x Area SQUare Fect Mctal .715 LIIICELItlE TO (a) rncroas rr.on rsnn;,r im;iunL `;Pi Lk M1II ulnAOVS (w/Sronas I" to 4" Spacc) . .SL Removai Double Glazing (RDG) .55 Thermo or vcldeC 3/16" air space .69 1/4" air :pace .65 1/2" air space .58 (0[her Hindows specificaliy tes[ed can use be[cer ra[ings) --I 7/4 Soltd corc door .46 w/storm, wnod ,jl w/slorm, metal .26 Pease StcelDoor Insl/i:/GL 7.45R .13 Slldinq Glass Oaor, Vood .65 ov Tvria,ur uscD rr.aoucrs (R) 0.66 Gypsum or 01a5te 0.17 Gypsum or plaste [eilinn) 0.61 Gypsum or pias[e [ciling) 0.61 Plywood 3/8" nteA) 0.61 PlYwaod 1/7'• nced) 0.17 Plyvood 3/4" Shca[hinq, reg. 0.61 Sheathing, rey. 1.82 Nail-hase sheath ilcd 2.96 0.81 Built-up Roofs 9 0.67 Asbes[os-cemen[ ed 0.21 Asph.?it roil roo Coat) Aspahl[ Shingles aihing 0.94 . Insula[ion: 2-2 0.62 Insulation: 3 1/ 0.66 Insulation: 6^ f . CITY OF EAGAN PIINIMU?S "U" t'ALUE Ai\*D R-FaCTOR AT ROOF, WALL, RIPi ILCD CONCRETE SLOCF; ? . J , '. _ • . . ' RooF tp) ? ? Q PdR F[IM , ` O ??. GYP P, D, . .YY 5? 1 s ' Q INSULA?Io? `iy- "I Aw,. ?- O EX?ER;o? Al'r F?LC? tSTiLQ : ''?"=tl?z=o s 7bTAL ( :J R)=yr;yll .` WAL L . •. VALC O f= AlR ?I?M 0,6 ? Q 112` CaYP : BD , . . OO ;?- 9Q ?? M? ?oNIT? S1??rG o, ? I u EX;_, lo? F+rrc FlU'1 ? '??-= To-rAL C U'= ?1R ' r,)= ?5,r5 ??? . 07 1I1Tc.l'lof?- q?P? Fftl? . i3 S 11-2 IhSUC.A71cia " .. ? (ID 2 FICZ- Rtt/t SotsT 105 u?7z gv,:-T.-i,'iTG . . - ? ti' t'sf;sol"l"tE slolriG . 0 Z-*T?atciDR AlF- f1LM ' . u UT, = 1f [L = . _ . !a? "[oTP.1 (R) _ ?o;1?DATiot?? C?t? VALU? ,3 ?N ?et7l?t? Atrc Ft?.t? v. ?-g 4fi . C rP???7L-1 ' f? I•?o LI ?")«X?Cfj?IG. $??? .G L O I" ??YP?Fat?;?i R•5- 0,10 r? EX j cP?4az AlR FILM ??- Floors ove; unheated spaces mus[ have mininum R-factor oF R-20 (tuck-under garages). Floors oveZ outdoor air (overhanss) aust tiave a r.iinimum P.-factor af R-33. ViLVWxp :ax Res. 224$398 HOME ENGINEERING & EVALUATION SERVICES CHESTER J. ZIMNIEWICZ, P.E. CIVIL&STRUC7URALENGR. • MINN.- 4832 • WISC.-I7673 55 NORTH LEXINGTON PARKWA}• ST. PAUL, MINNESOTA 55104 January 4> 1984 Mr. Duane Grace, Code Consultant State Building Code Room 408 Metro 5quare Bldg. ?th & Robert Sts. St. Paul, MN 55101 5C(ZA.1?,= !Cw Rlz-?Vtav., %-na, 4 4*ALI G Re: Enercept Bldg. Systems Dear Sirs: In response to the request of Mr. Jack Poppler, I have reviewed the submitted construction guide and the calculations and tests for ENERCEPT BLDG. SYSTEMS. As a result of that review I have attached rty seal of registration to the enclosed CERTIFICATION. In reviewing the total structure, as per drawing and calculations made available, it is apparent that the geometry, construction and energy conservation of the completed structure as proposed for prefabricated residential construction is quite unique and will provide specific struc- tural advantages. The structure should prove to be very stable as the actual horizontal and vertical moments, shears and deflections of the various components will be minimal because of horizontal resistance of adjacent units tending to "squeeze" the structure together. If you have any further questions, please do not hesitate to contact me. Sincerely , . <rc .E. Chester . imniewi Civil a Structural Eng. Reg. No. 4832 CJZ:ch encl. THE FOREGOING REPORT IS FVRNISMED AT VOUR REQUEST IN STRICT CONFIDENCE BV US AS YOUR AGENT AND EMPLOYEE FOR VOUR E%CLUSIVE USE AS AN AIO IN DETERMINING TME PHVSICAL CONDITION OF THE SUBJECT PREMISES. THIS REPORT IS INTENDED TO COVER ONLV SVCH PORTIONS OF TME PREMISES AND THE EQUIPMENT THEREIN AS MAY BE E%AMINED VISUALLV; AND WE WARN VOU THAT AL- THOUGN SUCH PREMISES AND/OR EQUIPMENT MAV BE IN GOOD CONOITION WHEN EXAMINEO, THE CONDITION MAY CHANGE TMEREAfTER. FURTHERMORE, THIS REPORT IS NOT TO BE USED AS A BASIS FOp DETERMINING THE VALUE OF SUCH PREMISES OP WHETMEH SAME IS OR IS NOT TO BE PURCHASED. TNIS REPORT IS NOT TO BE CONSTRUEO AS A GUARANTY OR WARRANTY OF THE PREMISES OR EQUIPMENT THEREIN OR OF TMEIR FITNE55 FOR USE. HOME AND BUILDING INSPECTION FOR THE OWNER AND BUVER CERTIFICATION I, Chester J. Zimniewicz, being duly registered as a civil and structural engineer (Reg. No. 4832) in conformance with the laws of the State of Minnesota, do hereby affirm that I have reviewed the construction guide for ENERCEPT BUILDING SYSTEMS of 3100 9th Ave. S.E., Watertown, South Dakota and the following design calculations and test results as prepared and/or supervised by Dr. Milo A. Hellickson, Professor of Civil Engineering, P.E. at the University of South Dakota. The calculations and /or test results reviewed were as follows: 1. Plywood/particle board, "Foundation Design" 10-7-83 2. Foundation Design - 7; ft. Backfill using 5-23-83 plywood outside - oxboard inside & "Southern Yellow Pine" 3. 8.5" Roof Panel Calculations 6-9-83 4. Max. 8 ft. wall - Wind.Load Calcula tions 7-21-83 5. Maximum Wind Load - 12 Ft. Wall 7-22'$3 6. Allowable Wall Panel Racking Loads 12-27-$2 7. Wall Panel Load Calculations for Ra cking Loads 6-9-83 8. Allowable Lintel Spans 3-12-82 9. Struc. Frame Testing & Engineering Calculations 10. Roof Panel Tests 11. Wall Panel Tests - Compression 1-24-81 & 1-7-82 I do further attest that the various wall, roof, floor or foundation panels have been designed and/or tested to conform to Chapter 23 - General Design Requirements, and to Chapter 25 - Wood, of the 1982 Edition of the Uniform Building Code, which is adapted by reference and, amended, as the State Building Code, and the various building elements noted above have been designed in conformance with good engineering practice. L'?2l1r -i?4 2?rvr?cuc's?2 -- - Chester Y;,'Z,imniewicz, N. . Civil arid Structural E ' eer Reg. No. 4832 .rr?M ,?i?• ? ??, Qi, ?°?,.?.??•?e? / 'rj,T :. _. ._. ? \ STRUCTURAL FRAME TESTING AND CNGINEERING CALCULATIONS For ? Energy Industries Inc. 1900 4th Ave. SW , Watertown, South Dakota 57201 /17 ITEM ,'?J• ?'. - CAL('cL.GAT/ON= l?A`? D ?N c% c3. C. ST?nloaeoS .POOF P•4NEL Re; Pvri,? ?O • A/lowab/c ?'oGC! Ba.e:cal Tension qnt? r C'om?orc=.?io?2 stre?ses, Nor/u ("u 400 Od0 /C's? - Nem F? r 'k ,2 , ? v rt _ Sn ?C- 55 z- Z Er= 6 ? E, t, E? t2 r( t, + tZ) +? L2 + t, + +? t? 5? L 1 b 2 2 ( t, + + EL t2 E tr ? t'z + t?l ?+ E, t, etc_ b b ? 3 3 3 2 re;l t + t{` tz + E?? 6? L y? = Eztz C( t,+te) +ctZ+ t?)1 + Et? b(t, +t?) 2(E,t, +Ez tz +Etcb ME, yi EI. El 000 FSL Ez = µso, 000 ps" E =' 1, 4ooj noo P°oZ µso, oon Pe" +4-50,000 Ps[ ? -1/1, ? 17E 03 Ex _ 48 ?(.isa ooo)(. S) x ((+lsoaaox.s) + (4s0 ooo)(•s) + (1,40o ooo)(s.s)?l_sl Wa / (4S0?on)(,5) CC. s + s,s) + (.s +s•s)?? + 2 - . (e{5o,ooo)(,S)C1??.o0?ooo)Cs.S;//_sl(,s+ss`) + z (??'oooo)Cs)?1,4oooco)(5,s)sl(.Sfs,s? + ? 46 r(?{so?ooo) GS) +(450 oce)(,53) +(1,400,000)(5,S )(?g?? ?zL E 2= 2.71 x io $ yi= ??soooo)(.s)?(,s+s.s) +(y+b.s)?+(?,4«;ooo?(s,sLral?,sts.s) z (( ?+sn ? oo?( • s) + (?so ooo?(, s) + (l, ?,noo)(5.???8? ) ?l = 3 -(z. 71 x lo$ ?( 2000) = 401,4 So I ii -1b 4SOOOO? (?) M= 33q57 -R-Ib ? GI Unt!ov.rr load, lb /-Ff? Z - r,?$am Load ? M 8 ,Q = SPan, -?t ITG i/ ? 3 119o I b /-Ff ?s2 Ur7, ?o,- m loocl( w, J`h 4--Foot 1na.7e/ wldtf,. : Psf i::>z.f = 1i a : z97 l? ? Eiz , .L it/ -rE L F/pr?yc T?•?o•o.r ? COmPres?ip2 ,S?-e?s?s ( BasecL 0/7 ?e",PS?orP S.nce ffier•C OrC fwo ?Xlo's 1n (A??oress?o?z And dne fcns:on ), t= ?•S n ? b '1 s. s u- c[= I3.7S C = 9.25 z d E ?c = AllowAble TcnL;on = 82s P?; m - maX, Mo?cr?t Z! 5+rass , Ib/,n` ? w? g ,Q = spvo 4 = 9 -?t r,•?= V(/eb 1 rY1cd. o-f' Fl. = µSo qoo /b/inZ Lu? bu Mod, o?' E/ ?oo 000 1XI, ITcrn?3 17 z 7 (82???(13,75, _ q,25 ? S,S -{- Z(q50000)(,5)( 13•95 ? =M / 13,7s ?, 400,voo m= 898µ 4+-Ib z M = w2 W - g <$ f398 1 = 8e7 i,b 9 z J?-F , ? ?ert.?7h o-T roo-F SPo/t ?up?aor?? b? tlie Citi fc I: 71 /j, /rf = 118.3 b 7, s -F+ -?.tz p?'F= 1I$,3 Ib L.?r?,-jo??YL??.onq T'tirm) eooF -F7 z Lo A Z) , U /VAILbU ME74? F2?MMiti1G Aa/Cf/oa2S ?. ,?'ooF f c,7,t ec :P 3 3 rsf loYe v r ou S I'elporf' $01 /70,'/5 - lalcrc?/ lae?d ' 14 /Ia,'/s J - Sec , _Z't`em ? 91 P. ,Zvd = 9zs /6 (/W i?Ai /3 ) (84 /b = / r76 IA6 1176 7 Na,'l :5irri??J`k i's , G?Irp ? ?j?rrr-r9rk a?' /Yle?q/ Anc/>or '. Qcley..tale a-a ?Gr d ?? Pr?v; occ5 i't?ort? l???rrr?ced G6o ?e. ,t'cxoF ftrICNo,e Des iG•j , s A ac'G? u ATc 1 TE/Y? ?J ?. ErpvE Aivctlo2 Rc : /6 d 64/?vn o?,t ed N /o 47A1A Ui`7/`7 er , 117 1611?4?/ - Sce lood = qze l6 P. 34 07?' ?'ev, 'ou S,E'ePor?' /6,0 la fe?'a / , /oa d , jC G7 i 0 /! SG G-f/ U e7 #7 /Q l. Anchor 5e??,o2 - i0 na, ls (lo ) ( f r? !6/na.'l) = l ?'? !b /Iro > 9z8 ,: Adejvcat Z. ?oc?er AnCkor 6eC4,ol - 6 /?q?/s (&)C1/7 161n4/1) ..= 70z llo 70z L 9?8 ., /NRD?(,?N?Te? z s ?h ? 7 9 Nq, /s / ? 7 ?b/itc,7 o', 6 Na,'l:> l?7 ° ITEm ?3 t 16 a 6A j?1.?17J{eLC. Na?'/5 0 - 4/o te 9 /?4,'/s Ye u/ 'rec?2; See T??.n * IV P. 3. Al/owab/t ?1e?a/ lop? _/owcr sec????'+ rnoSf Glyi'Cal, ,4 rra = (C?s -(4)(,zs))C,oa?) pII0W4E7Ie 1-DGd = (.OBy-/hz)(3(p)OOO Ib/Ih2) = 3oz? ?6 3o zy > 4328 '. AnEa2u?-rE ITEm't 3 4NCHcpe F,eAmE S d N4•Is ?,lq t?r9 I LOad ?' s Na! ?s B? /6 //ta•'/ - Sa c.Tt`e,,r7* 7 P. 928 /6 ?BS 161,o.)4p:l ) (.) Z1z5 16 Ad ate when usecL w?'tij ,L'oo 4` F?? t4no1;- J Por f A. D, WAG.[. o4nlGNa?E.' 8d Nq?'?s ?• Lc, ferA/ ,Gcad? S N?'+? ?s 38 /b/Rq,'l Sce ,j'f?m'? 7 P, ? ,Gowe-r secf?'•n o? 1Jae trnchov i? Ac Cr,f; C?l Se? ??'o n /oac( _4b4 5ee Prcv.ous rePv.t P. d6. (3 8 /e /rro,/)(s) _ / 90 /d 190 4 46y :. /NAA&Q(,?I(TG ?f?oA/ /b = /.c', a mU 1,15 38 /6/oa,'i . ?1sc fp o/?c.?o?s ?ovr " ? ?f Avne l uv?'th 7 8d ?,'ls in ta ?u I'ao4 ?ppr?e 1 Pe.v qFtclco r, ? FROM THE RESEARCH ANQ DEVELOPMEiVT SECTION 7 F, Technical Bulietin: No. 3A•81 • Date: February 1981 no('utOf'luSpecifications and Applications ° ,. NORBORD is a versatile mutti•purpose building panel. It is ideally suited for both extenor and? Interior as well as structural and decorative applications. NORBORD is made with yiafers , ;whi:h:are cut directly from h2rdwood logs and a!t: honded tog^ther und: r heat and pressure yJith a waterproof phenolic resin. The resulting panel is strong, solid, non-directionat and ,6uitableforexte?iorexposure. ''Specifications ,C ertilication: INORBORD is Certified by TECO, an independent testing authority, to meet or ex2eed all ? :iequirements of the product standard for waferboard ANSI A208.1 - 1979 Typ ? 11formerlY C.S. 236-66). 'Trade Marks -? 7JOABORD SLIP•GARD - Square edge panel with a speciaily designed surface which provides positiye footing,on pitched roofs. x NORBORD SUBFLOOR = Panel with T& G profilPd and sealed edges along the long •:sides:`Provides a sound base for wall-to-wall carpet, parquet flooring and ceramic tile. ? ;Thicknesses: +y .;?? , "?i .? ??4 . ?i ? ?ie , ?7 ?,?! ??? • . SIZ@S. 4 uare;edged standard panels are available in 4' x 8' size. Other sizes up to 8' x 24' are vailable upon request. NORBORQ SUBFLOOR panels are available in q;" and T4" and ? ;rneasure 471k" x 960: ,Identiilcatlon: "-OORBORD panels a[e identffied on the face with the TECO certification stamp (which `_8hows•the PfORBORD iderrtifleatlon) when applicable, and with the relevant building code ' t tcceptance stamps: Alf panels are edge-marked to show thickqess, grade and origin. ' Eode Acceptancer. =-U.S: Department of Housing and Urban DeveVopmenUFederal Housing Administration -: (HUDIFHA) Materlals Felease 991a. '•: ._: .?Building Officiats:antl Code Adminis4rators tniemational Inc. (BOCA) Research Report ?. .80-2... »==Souihern. Building Code Congress Intemational Ina (SBCCI) Compliance Report tf8061. •-lnternational Conference of Building Officials (ICBO) (Acceptance in progress). -NORBORD is also accepted by numerous state and local building codes. '' Further information and copies of acceptance reports may be obtainad on request. , PeAormance Tests: NORBORD panels, %",'/„", Y," and 3',", have been subjected by TECO to racking and uniform load tests ASTM D 72J8 and to concentrated load and impact tesis (APA Research Report 135-C). Itnese ests, full-size panels are nailed onto lumber frames, wery. much as they would be in normal applications, and they are then subjected to stresses;, which tend to replicate in-service stresses. Thus, uniform load tests measure the effeet of ' snow and wind loads; racking tests measure the effect of uvind loads; concentrated and ?. impact load tests evaluate the effect of punctual loads such as applied by footsteps or furniture legs. NORBORD panels have been found to meet or exceed the requirements of the major building codes for roof sheathing, wall sheathing and subfloor applications. .. ..... _. ...«.,_? ,.....:.,..-. T,w .......v? ?y.v:?....a?.?..?.?..?n•'Vr? ? Y....aTl rw•qMnrvv/i ....r..n ..i-a ' . - .:., r4, .. Y '.•....n. .". ... . . ,:y. .: f .. , Canada' MSE1S4 t: Sales - Northwood' Mills Ltd., 55 Yonge Street, 7th' Floor, Toronto, Ontarld; . ;?+ • f U4I ?. 6 i ?JII'qQ11:.AIC!18i 10?P??1 1Lt:Si ? . # -0, Ii1Cn ' ' fl " : ?--longlh anU vridth toletancr. ance (deviation of panel average irom nominaq l l ? t.0.030 inch 030 inch 0 k er o -thickness -Uickness lolorance4d8viation Irom panel averaqe) m . < '/„ -llt. of width « -square.ness (dilferenco 6elween diagonals) < y„^ per each 2 h. ? -straigntness (deviation trom straight line) si 500 i 2 f n 4 Modulus ot ruplure (11 , p n. , m ?, . . iv"rModulus ol rupturo afler accelerated aging (ASTM D 103772a lesq (t) min. 1,250 psi . 450,000 psi min Modulus of elasticity (1) min. 50 psi . ?Internal-bond(t) (2) -min.5D01b. .`,Hardness (t) - max. 0.20% . r : Linear expansiod(50-90% R.H.) (11 - - , . , ' 42 Dcf ?. . . . Density. - nominal (3) -10°/e lor each panal ... - tolprance (t)? . ?Moislure conleM at time ol-shipment . . ? . 3_qa?, , .^^. .. or maximum avefagevalue lor 5 panels. These are not design values. - I.B. is cutrently 60 psl as NORBOflO slill meels the iequiremenls of CS 236-66. ^ d?Y- ---_?_._...., head pull-through (1) - dry -,jLaleral nail withdrewal; nailfrom edge (1) J291bs. , . . . - . d!y ' 301 Ibs. atter accelerateA aging ? .T . _ --_.._---------- .T?. Tolal eztraclable lormaldehydo (2) ,. _ 0.007°'0 - JFlame Spmad 11,016410.' 1(3) c 150 (Glass G) Noles: " NORBORD 6 TECO. Nol •- (1) , iiesults from initial certilication tests (5 panel avera9e- ASTM D 1037-72a) on'/, . Y minimum values. (2)- Rasults Imm tes15 (6 panol average - Brilish Slandard BS 5669: 1979) on X" NOHBORD 4y lhe Tim4et search and Dovelopment Associatlon (TRAOA) U.K. Not a maximum value. . . . (3) Re Resulls from ASTM E84•BO 24' tunnel tests by H.P.M.A. - ;A ? i .rTcm Nn. ? ????1 h ? '?. . . . . ' . ? . r .. . ' . ` yy 1 ? ?.M1 t;f .. . . ..' ' . ' , ?}h : ..... ` . . in the U.S. nded Applications for ; Recomme , ?: ? . APPlicalfon Minfmum Maximum NailingandApPlication • +' . . Jol^, r in ? . . Tbicknes, ?up?mt,, . . . . y pa . ".• - . - ? (in.) lin± .. . . Sublloarin8•Underlaymenl , (Walbfo•Walfcarpetbase) 16" - UseNOR80RDSU8fLOORand8d0eformed IfNOHBORDSUBFLOOR(T8G) ails k . n shan panel edges should Ge adequately nol used .-? , , blocketl. Butt panel edges In lighl contact only. . ? ? . , . .:' , ,.' .. . . Rool Sheathing 16, Use 6d common nads, leave a Z" gap belween (fkcept lor llaf raols panels. Use NORBOflDSLIP-GARD for Ws uaed as walking decksJ k" 24" -applicalion. Use "H" clips or wood blacking to . support panel at mid-poinl belween ralters. ? ;'. Wall SheatAing t6„ " - Use 6d common nails. Leave a8ap betweea . .' ?. a) With sitling nailed$? - 24., panels. For maximum raakingresislance . . ;througfisheathmgto panelsshouldbeappliedvertically.:. - .'? swas.. is. ?.With. siding nailed to ' ?." .. b) .. , 24 shealhing . ? 7?." . ? ?? , ? ;.,. . ?,?• _ . .. 16" ' . See Siding Notes bClow. . h a `?.r $!41fl1f ?^ . 24 aj? ? 16" ° ? Use 6d corrosion resistanl nails. Leave OaP .: . wdh ?' ' ??•. : - - qppiled directly to t?, ' "24 between panels. Cover panel joinis ?..r /. .'Studson siding- .t batlens orcaulkwithwal2rDrootcaulkmg. ? ?, :Y. . . ;?. ., . . . sheathing comhinatfon . _ 24••. " . .. . Finishwithslainofpaintsimilartoother .} :,. . '. b) Neiled into sheathmg ..'6. Wood producis. . . ? . ,. . . . ? 'r • ' Refers lo HUDIFHA, SBCCI, and BOCA acceptances ' . - - . 1 ReFers ta SBCCI and BOCA acceptances. `? .:.?•, . -.. . - i acMg Is 6" on eenter on panei edgea and 12" lfs All 1 . . , .. _ 5. As with any wood products, NORBQRD should 6e ored to avoiA escessive moisture plck-up ? t d v p aa . i intermediale supports. (10" O.C. into intea Cente?.inro s handled an ive dryness. II shouid be acclimalized to the - or excess ls :m - HUDIFHAI- upports for subflooring ediatq??s environment 24 hours before.applicatian. Tne pane '?CN6RBORD panels are non•directlonal and can be . . should be spaced y," for most aPPIlcations. See above .'.' . .. , . sappHed Rarellel or perpendtcular to the supports. End for specitic guidance. r - joints should be staggered. 3• NOR60R0 panels used for rool shCathing or subtloor d - - Note: Model Reqional Codns are subjoct to periodle . d local buil0ing codos vary widoly. . ' own. shoultl be applied with stamps facing Atlequale ventilatipn should be proviAed in unheated 1 changes an qccordin571y, it is the responsldility of the usef to. _ eN requiremonts of nalional and : . attics and crawl spaces. We recommend net venl s of at least 1'11501h lhe altic or crewl space nin contorm tn lhe curr local 6uiltling authorilies. . . g ope horizontai area. ? . .. . . , . . , .. . . ' . . . ? . . , . /7cm NO -A .ere apecial requirements muet be satisfied, additional apeci8cations outline the require- ments for the particleboard. Particlehoard is manufactured in both 4 and 6-foot widths and wider, although for induatrial sales much is cut to size for the purchaser. In construc- tion, the common size panel ia 4 by 8 feet, as for other panel materiale. The usea Yor particleboard are atill develop- ing, but the main ones paralle] those for lum- ber core in veneered or overlaid,construction and PlSK'ood. The two properties of particle- board that have the greatest positive influence on its eelection for a use are (1) uniform aur- face and (2) that the panel stays flat as manu- factured, particularly in applications where edges are not fastened to a rigid framework. For the majority of uses where exposures are interior or eciuivalent (furniture, cabinet- work, interior doors, and most ftoor underlay- ment), urea-formaldehyde resina are used. Boarda with that kind of bond are classed as type 1 in specifications. Where greater resis- tance to heat, moisture, or a combination of heat and moisture is required, type 2 boards generally bonded with phenolic resin are re- ullired. i general, particleboards are manufactured in about the same thickneases as softwood plywood; most manufacture ia in thicknesses between '/> and 1 inch, although there are notable use developments for particleboard thinner than 1/2 inch and thicker than 1 inch. Much extruded particleboard is of the "fluted" kind in thicknesaes that satiafy the need for cores for fluah doors. S'imilarly low- density, mat-formed particleboard is raanu- factured for solid core doora in thicknesaea so that, when facings are aPplied, final door thick- nesses are the standard 1g/a and 1% inches. While particleboard manufacturers formerly concentrated production in thick boarda, there has been a decided trend toward thinner prod- ucts. Thickneases of 1/4 and 9/e inch are be- coming more common, both for special and genera] use in the United Statea• In other countries where alternate thin materials are not available, thicknesses of leas than 1/s inch are produced. The two uses for particleboard thst are major in terms of volume are furniture and cabinet care and floor underlayment (fig. 21- 8). As corestock, particleboard has moved into a market formerly held by lumF ? erp,, to a limited extent, P13'w'?• ? now per- certain grades of hardwood plyw mit the use of particleboard aa the core PlY where formerly lumber core was apecifled. f ?t-formed (pla-ten.preased) wood pw'tiale- ical roperties h d p an mec Table 214.-Strenpth ¢n ard b - Value 4or Value for Value for dium-denaity high-deneity PropertY low-denaity particleboard me perticleboard particleboard Unit Density ------------------ ' 26-37 '0.40-0.69 37-50 0.59-0.80 60-70 ? 0.80-1.12 00 P.c.f. e.i. 000 p 1 iflc 8ravity : -: - - - - - - - - - - - - - - - - - - - -' MS Mulue of elaeticity (bending) .. _. . . . _ _ . . - -- -- ' 160-260 400 1g00-1 260-700 600--51000 1 360-3,0 2,400-7,500 . , P.e.i. Modulus of rupture _ . _ . _ _ _ _ _ - _ - - - - - - - - - - - - Teneile atrength parallel to eurface . - - - - - - - - - - , ' , 500-4,000 40-200 - 1,000-6,000 125-450 DO• Do. Tensile etrength perpendicular to surface 20-30 1,40?8,000 3,600-5,200 Do. D Compreseiun etrength parallel to surPace "- " 100--460 200-800 °• 3heor strength (in the plane of board) - - - - "" 800 g00.1 . - Do. Shear atxngth (aerose tha plane of the board) -- , 10-60 16-40 Pct. b We ght 24.hour weter abaorption 5-60 16-40 Pet. Thickaese ewelling from 24-hour soeking . Irom 60 to 90 percent relative i g 02-0 85 Do. on Lineas expane ,? 30 ??p . .... . humiditq '----.._ _...- --- - ---...._ - - Thermal eonductivity at a mean t'emperature of .66-0.75 .76-1.00 .00-1.26 tu • in./h F •ft'•de 76' F. 6 `The data presented are general roand-figure values, accumulated tzom numerous sourcea; for more exact figures on s epecific product, individual manufacturere e` ?la?laboraWry r? actual diti nea?of Hce peratu eTeanfor d consuited h?.adity. ' Lower limit ia for hoards as Senerally manufactured; lower density pruducte with lower propertiee ma9 Le made. ' Only limited production of low-density particleboard so values presented are speciRcation limita. ' Measurements made on material at equilibrium at each rnndition at room tempera Cet?on. ° Maximum permitted by spec' i, ; 21-13 ul?dd iq7v r ITE m 'd- 5 EA?E RNCNo,e A,?(; A 3I, 2S /bz Wimo GIpl,lF-'r GoAD UN TN4!F ,eomF OVc.401-1AA/a. . 71744- UPG/F7' .Go 4T.? = r 7 5 /b 1 (i ? x ? -,r(' Z J p = 945 /b , ?tOrn ?P r f ,Q J ri rm 14//owable /oacl = qxo? l6 - Ca.???'d/fer/ 6y /o"r GavI 4vrc?oa- SZaf.ort' 93 to /6 L 99S / h I 1 4 8 / v`Ii l.S ew Ina,wl7uQA 45/b = 8• s /Y4,'/s .. L? N9i'15 ?e?cG.`I'tcL' /r1 /ourer Favc Ancl?or 6ec4-, ort. , 1-Tc 1-o Nn. 7 /?ai'/ loacl,iV : /bcl nod C6alr?anar?? L?Qta C??'I7lJ?I? ?or a. ?a?erC? /add ?rt ?l?r•?-F.'f ?I7c? GL /Dad dcvY0?10n -Fac4r -jGr r,,(?" nar o-F /-33. Allowub/e lOQdir2? 3"er? on a. B. C . ..571ln1(.A+r?s : /(o A? /VQi / - HcM- F'i r' /?OY/I9r7/ .LOl1CL?/3?r??,nefra?on6 w? rh ?Goad 88 X433 = //7 1101n411 (ZA7E1?AL IOAD) ___.---- 8a? NErr- Fi,e /??orr?rq/ ,Coac( Dura4,oY7: ?? ?6InA?? wi, fh > l3 d?enc trat%orz (?? X /,33 -' 8S ? l..oAn r1a,'/ CW , ? c+) Sc{ i71:/ SNC ^YNiN6 MA76'e/A L Nc?.rma! ,Loarl Dural,on : 6? lbl t'? o? Prn?fra?ionC,?sscimcCS? e?uCt? t rxr,/ nc,,/ ? 4,oAD w. th 1r>e.7efr41•o-,7 > 13d Pehefralo or? ?,?8 in ]o ShPa ? d_ , l3/ ii . ? 3.7 a? = /»,nlma.rr ?,oene'?t-.r?ior/ , /31 !'eCOmm ?-neeecC Q!/ou,?ab/r /oacL loer rrA/l iasetf vrr L117ea-r ?n te.l"/a f, o,,? 6 e lulcrn ,ru // /oacl a t /ld and jero load ? &rD 3. 2d X 8 S /6 6/6 ii d n4i / /zQ,./ ib X i.a3 ? 38 /6 ,GATEi2A?..1 / q,/ na?/ LoAo -------- - . ; ?% I? SUMMI,aCy ' Atfachec! /"s cz suPPle.mcnt 10 7?e velcnrt enfl"fluC Sfructura! Frame Tes 7'lhp and E,-yl:?eer.?,j CalcccLa. t;on s" ,PrC?AYPcl -,io'r E/ier-9cf ,.rndus fr,"c s L"?c? Wq ?"er towr?) $ou f h ?Dtrkp i`?, qnd G L? a .? C C? SFe 649 2. T h 1 s tGport ?on??'?CM? S'?ruCluYat? h6?GGGt?I'Y1?4x Tor , L/n?"?orm fl?e E?'lerCep? Tuil4?ire? Sr?ste?%.? as 'oer /gui/u?i,a ?a?e Qnd S?aec?;ricu//? G adr,lresses c?, u.es f?ore s ??osed by Pe fer C, ?•cia fs??? L?ocl? Co.?sul?`qrt t"?' ?'c?o.'cl Sou 7h T.?o,Eo h?5 ?e*'soita/ lttter to me (?foM?J $Z?. ,FEiJ70/19&1GNDA7-/ON5 : J?a?e1 pn Ca[Crtita'f Ion5 , I'TE&+ No, 3 PooF AlloWw6/e L/nAr.n. ?oadl? 80=ed Ov1 bruri',ay aro,t o? 7oP o f' 7he wa 1/ fbneli aswum?n? ez 4: rz SfoPin9 womelelr? wedc?.2 See. P. 31. R. ?ev; ou..50 fe-part , 118,3 /b/{-?z f}Ilowob/e Un.{oren 2 roo? /oad? up rrc /0 91 7/blft P. 3,2 prev i'ou s repa rt F,eAm iNC, aNC14 o e s; A.4boF Pc,?A k: ^/o 4hp,-?9 e B, EA?E ANCH O,t° : J?i7LYCQ 5G -rrorn G-/O g l6d nc1,l5 ti,7 the lawer secf,ph 4n accomodafe roof ave?-han? ylvl?-Ft see Tb ,M ' 5 P, r 3. , ?- C• P?RK ANCHoE' ?f1TE ? No Cft4n?t t D, W AL t- RNGNvZ : /l0 Chanv e TTc in No, '7 • Nai'l /oad,,?f Ca/culgi,an5 Prov,dccr. ?u/we5 Ir?Clc.d e CL /outs duraiiOn Ad?'usf/»Phf (l,?3? 4or G%/ind- laadl•r9, n'IAf er?'a/ ?oct?l iny ?Gaad Pcne?ro??on IV401'1 lGd N?r+'? - F, ? ,Lsi f??ra / 117 Bcl • „ ?, 85 > lad e d SNBATNiN(? aB ? 7d L. qAM1 `. U CWlll CICti+ CeSCiI'IQ Ef° 4N,1CPrI8WrWM3 IMtN2rwt0n& vic. d.,w..y682 CFOMWELL RvENUE ST PAUL, MN SSIIa ? VHONE 612/6453801 C RevoRr oF: TENSILE STRENGTH AND SHEAR STRENGTH TESTS PROJecT: ENERCEPT BUILDING SYSTEM onre: October 10, 1983 REPORTEC ro: Enercept, Inc FURNISNED BY: Attn: Larry L Hoover COPIES ro: 3100 9th Ave SE ? Watertown, SD 57201 LABORATORY No. 7-11393 INTRODUCTION: At the request of Larry L Hoover, we have conducted tests on a sample sandwich panel and on the adhesive used to bond the panel materials. The tests were conducted to measure the ten- sile strength of the panel in the flatwise plane and the shear strength of the adhesive bonds. The sample sandwich panel and the adhesive were provided to our laboratory by Enercept, Inc. The tests were conducted in accordance wtih ASTM:C297 and ASTM:U905. SUMMARY OF RESULTS: Tensile Strength of Pane1, psi 25.8 (Flatwise Plane) Shear Strength of Adhesive Bond, psi 284 TEST METHODS: The tensile strength of the panel was determined in accordance with ASTM:C297, "Standard Method of Tension Test of Flat Sandwich Constructions in Flatwise Plane." Five specimens, 2" square, were cut from the sandwich panel and tested using a test speed of 0.3 ipm. The loading fixtures were glued to the wood facing on each end of the test specimens. The shear strength of the adhesive bond was determined in accordance with ASTM:D905, "Standard Test Method For Strength Properties of Adhesive Bonds in Shear by Compression Loading." four sets of maple blocks 3/4" by 2 1/2" by 12" were provided to Enercept, Inc and were bonded using the panel adhesive and their standard application methods. The blocks were returned to our labora-tory, conditioned, and cut into test specimens. The specimens were tested using a crosshead speed of 0.015 ipm. •S 4 YYTYAL MOTlC110N TO Cll[NTS. TNE PYMLIC AND OY11S[LY[S, ALL R[WIITS AIIL SYOMITT[D A* TN[ COM'ID[MTIAI IIIO'[11TY DI CLI[NTt. AMD AYiNDII- IiAiION MII PWNGTIOM 01 ffAT[M[NTS. CON4YSIOXS OII [XieAeT. 09p REPORT OF: LABORATORY No. 7-11393 RESULTS: . ? twin citti+ testinq v` 662 CNOMwEIL AVENUE ... ST. PAUI. MN 55114 PHONE 612/H5-3601 TENSILE STRENGTH AND SHEAR STRENGTN TESTS DATE: Tensile Strength of Panel (Flatwise Plane) Cross-Sectional S ep cimen Area, in2 1 4.20 2 4.20 3 4.10 4 4.10 5 4.20 Ave. Shear Strenqth of Adhesive Bond PAGE: Ultimate Tensile Load, lb Strength, psi 103 24.5 104 24.8 117 28.5 113 27.6 100 23.8 25.8 October 10, 1983 2 Cross-Sectignal Ultimate Shear Block Specimen Area, in Load, 1b Strength, psi A 1 2.92 No Test A 2 2.92 702 240 A 3 2.92 993 340 A 4 2.92 1256 430 A 5 2.92 946 324 B 6 2.92 513 176 B 7 2.92 491 168 B 8 2.92 471 161 B 9 2.92 490 168 B 10 2.84 578 204 C 11 2.90 1144 394 C 12 2.90 808 279 C 13 2.90 938 323 C 14 2.90 923 318 C 15 2.90 855 295 U 16 2.90 763 263 D 17 2.90 1220 421 D 18 2,90 802 277 D 19 2.90 956 330 D 20 2.90 802 277 Average 284 AS A YUTUAL IIIDT[CTION TO CLILM1f. TM[ ?UOLIC AMO OUIU[LVLS. AlL 11[WIITS A11[ BYOMITTLD AS TN[ COMf1O[NTIAL P110KIITY 01 Ct1[MTS. AMD AYiN011• IIATIOH IOII PUDLICATION 01 OTAT[M[NTt. CONGLYSIOMi OII [%TIUCl11 I110M 011 IIlGw1101NG OYII 11[roMTS I. R[O[IIY[O NMDIMO OYR W111TT[N /.MIIOYAL. Twin/? Te?t an _,Ert) qi e ng laboratory, Inc. ? --; 000 : Q : ?.. ? iL'al? ??i ??°au?'ce'° i' /s-t , MY4.0 gJu.,i 83 n` a ? A \ UP W. F N a ? 0 a 1:. GALGt-ILAT/On1; I4, 1200r PAn1E4- SiOE < VIEW ALSO SHOwiNG Su.epop-T Poi?t7=s, . ErJGIniEEP-lr.16 CoOtl.G.t,L-ATiOr.lS F?oi2 u5C vF THE. ABvVE , PAN6l.°.? T? S UPPoR7 A Roa F LoAD.' Sn}DW LOAQ + DEAD LORD = (yW IFo 2+V? Lo'AO ? REFqF12;-? rJCES: "'DESIGN OF PL-(woo0 ST2ESS60 SKinJ PArJELS SuPa?.-?.m?r..)7 Na, 3 DEcem FSt2i 197(,-1 AMEIzICAr•l Fj.?wpp0 ASSOG?ATi onl AND WooO }?An103om'IC; V,ImnA AS RN EN(-tjNEEi2iN6. ` 1`4AT?i?iqLS?? LLSOA. ?'oREST PROOUCTS LACi. . 'AuG. ) 1994 .,. ? S. ReNOwN6 2 F'?r2 R U?IIFORM LoAD ? MAXIMUM MoMENT =?A S. w_ un1?FoRrn LaAa, lb'ft of span ,Q = 5 PA-Nj ft r--?, l"oP 61<lr.1 (0,5") ?FSe?-rTOM` SkirJ(i7•$ ? d ? -s ? \ ? ? a ? 0 a a f ,'I"e IF `.`, It?IC_ Cr.ct-kTION$ V, 9 AI-01/41!?a! .,z: MOMCnIT = ?>a 5,=', -4- S?, Fp ? S,= R4UOWAfgLC &LYtIDi^1C7 $71ZCSS OF ae G°rt caPl I"10 DL-LLU.S nF SKI NS? IYl Sz- ALl.C7vJARLt. ?3C-^117i?JG ST2C-SS OF s-rti, N&Ees? i?m , . 3 ?z = SEcTiorl MooULus oF= srRNGtizs? irr S?u 2.an0 IbJi0 n? b, d3/1z - bad? 112 C, G2 dl= PANtL 6N= PO,NEL w?DTH = 41b" ? ???. Sk?N TH?Ckt?cSS= O?S?? C? = DI-?)'7"ANGC. F-fZ.OM NELLT(ti'AL AXIS TO C,2 ?"DISTAtlGM FROM NEuT2AL f'si- ! S To FXTk;'E? ME C= I ri? L- F"? O 7- ST2in1GElE = 3, 76 3 3 fi ? C?k.B?( ?•5 ?? ? (,?.$??7,5 ??4,/? q,?s ? = 12g in ? _ b d 3 .. ? u b= ToTAL WICT+1 Oh S79106tf2S = 5TR 1rJGEIZ '1.7F- PTN s 7.5 C = DtSro;tlc.E ?=Rorn ?IGLk.-rRAL r4!* v s Yo EXTr,'e mE Fi(3Eg oF sTR-'nJGtr2- 3,TS r-1 C_?_._------- ?a ^, 'a, 7 ?Z , r tytf=•,T E IF;L P,2 c?P E2T iEs $?NDIrJCY SNE.AC; ?F" ?'7?.?:5 5?2e5? ?LA;,"fIGtTY P. r aiAl.. Ib ;nz 15 ,r?z ?b ' z ? ?'21?Ern-FiK IoOO 75 ?tlp?OnO 11 < }nlA?Er ,3 D. i•z oo 4 5U? anc? • ? a? w ti N C ? M -. a 4 5, = I?,?n xI,i S - 1 3£3? Ib/ rn` 2 Ilso I6/1 n c3na,ao , -.. r?t -• i ?, 0-71 b ? 5 i N CP- 'M ? LJ.Q.? .?; lU" I!o O°71 ? ?? 671 I b i-R ?. RL i 3 ? 'l?,llr1 z- PARA"t L T-En1:,1 Gr COm P.2. 57QE55 5T2c`SS leli'v,z ial;w 52S ?375 ?pna ?ooa M= Iae, ass . ??.?.?:,??.?r???? ?..c??p Foa ???o? ? ? C InJ?? W/ PAtJF-L wi a?rt? ? W%- '571/4 S i b jF LDAC) UUi?flTtdtJ CoRt?.ECTIDr-1 FAGTor2 PofL, SNOVJ 2 'r , ? ? b ? ? rc0 m r ? q E 0 a : 5HEA2 ? `??! .... c?? E 17q ) FV l?. L EsT U,fV ? AL..LrJwAI3LE LoAD FR.SCD nnl ?4oeI'aoNTAL SHEAFc'. EE .,; 0 F STr?intGEfZlbl?Ft2 ' $"I"r S'I'iFF/JE:St, I=AGTOc, rV ? ALI.OWh1?3L.G 14ok"1?`UNTAL Sl-?ER2 ST2E55 t"7F 's7n;iNGrz i2`'>? lb?irl? t= ToTAL STI''.IrJCaER wIOTtlJ ?Y1 3 ' . QV AIP?,JL4 i N E t,lR (? AL A''1 i5 , I n L = PANeL SPA(J? ?-t ?s-r' Mop4?uS oF ?=?-?`a'r"?c?rY o7 s-rP?W GE rzs? Ibli;n z . ?? ?.,?? 7,5? 4:zs' ? 3,7s.. - ?Z??+ ITEM L Ta A d dZ Ad2 To+AdZ r C I'a+Ad2) roP s?:,,?j 45u aoci p,5 .Z4 4.0 I ? 384 384•5 1,931t iog STtiirJGEeS 1,400 000 52.1 11,26 0 0 b 52.7 7.378X i07 50T.15wit'i ,?,o aoo o,$ ,2q 4,0 Iln 38q 384-5 I,?3XI0$ Q. 197 8 X io$ 4.19 78 X to J~ T ? C?V = QSTRiNGEe -F- E51C?i? '? u[Sk?nl ?STi2??.1 faE,l? <:< oao a i . C_?L---.- `450 000 (4)(24) ? 2 I? ?oo ono Fv ='75 X l. i5 = g6, Z5 ?b /?n? Wv= (?) L78 Xro ) B6,2S)?1z) (a) C?i.l ( i s?( 1i 40 0 000 W,r = 31,5 !b/;+L k4oeZoNTaL 51+eA¢ l,o,%.Zi+J 6 `Go2 ST(21NGE?LS, . ' ? ?- ?o?l?or.r-Cf?t 5Nk'AQZ LOAr?ir.1Cn Fo?''r}?E ?alM5T?2?.n1? . ?vP= 3z . ?1 J7?4 p = I8 ?b 1 1W . ? n ? aP be ' bP =146, VP- (igVff7,5)(46•5) V= 418o lb : ?aJ Z ; wP= z 41 60 _ 557 1b/4:+- ?s , Wvp = S a7 _ I39 16 . . . .. 4 472 'ToTAI. ALLOwASL.Q LORv (R+?seo oLJ No2ifon/trl- SµERR?-VuJr. . _ . WV ?'WVP F 159 170,S {b/4}? r'?, j?. SK/N TenlsioN? CornPzESS?onl WT= 8F E - 49 CL E ..,,-.?.r' ,. .. l <.< a„o `to : ?. ?. ?t f INUU o'XI?:?}?Ji.. I __ II?An1EL CAI_C:wL:A?"T"IO?/+,y'' ?/-'I.•, W7 = f1LL0W63LE .tENVinLG LnAD $?.SCD dn1 LOulEe SKiO TEw791onJ ` tbJT{Z C?ALPNc.ao 'BBihM THERCSF612E ElQUAL TcaNSloiJ hN4 COMPR.ESS{bn1 .{.OADS?-. ' . F = QLLowAt3LE -r?asinn! 5-raess? Ibl?r2 _ .. ;, ? le) -, ST?FFnlESS F'ACTOfZ _ , - C 'UISTAn1CET FRoN? t4E{.cTfoA4_ To EXTgcMrw Fi6/i'1. . . L c SPa? ? Ft. . E = MbDL+,LI,e.S 0F', ELP.STICITY? Ib?l?l2_ . .. . 4, 1978 x?og IblihZ , % F = ZOOO Ibi?nz . C : 4, 25 i ?n. . NA I L S POIc rOG . WN = ?2) It Yh , - 5 L QSK a WN = AL40wABi?E , I.oAO Ba,:,eo oN NqIL SQAUAJCb J rt = TOTAL MOMkNT Ot (sl gETiiP. J ir13 , ALLOwA6LE I-oFw PER iJA?I.? ?b I Nd1L • S = N??L S?AL.ING ? IrL. . . . . L = 5 PhN.l ? 4pt {?sk = STATiGAL MonneOT OF TWE 5KN5? tn ASSUME ?a? ?MNb/J .h{fl?l.S . . . '?h -(78?(I.IS) = 89,7 Ib?nla.il _ aso z .a L) (1-rIZ ?E?5 i!-?c:. ?- ------=-- It'AQ EL-CA??wc.ar? ?t = ?Y t -rsk . j SsK = ?-Ff3 (8.53 - 7.5 ) = 76q . 12 _ . I'sT - ??.s (7. 5$) ? 52. 7 Qsk -? 48? ?• $J??? - q b I n3 ,4ssu?,g a coAO oF 3f5 IbrCtZ CC?+??R'??A Ps sN;E AL"wra%?G Noc%Vo#Jzr.%L- SNERIZ Fo2 TNe ST21,IJGt3Q3). NOTF. TRIS P.e(QU-tif2E5 AN PPEC7tAfcTE tt2ND= ?EsTWV&t.1 T4E RbLti+ST,e2eNe- CORC Ai.lo T"i4S 5kiti15 (?,AQ6? ?wlOfl6`?? ,.?'Q? ;, TaA?JSinir T448 A"owARta No2«,`nn/'ML SV?ikR 5T2t3S oF .. rH? PULYsrYReNE', GoMe?) ?' . -50wC roe ReQLU2EO NRIL- SGAcjKaG: , s= z v . CWN L C?s1c . . .' S = Z 82?'7 9?) '. m 3rS f5 q(?) _ 5 ? 3,2 in ' TNEQEFoQe,: SPAGF NAik-s 3'in OG. p(.ITEe... FT 0 a1 EAGF1 6n10 oF T+W PAaJWL AflJD !a? iyn O.C. iN TNE MiDOLE uALF' oF THE PAtJEL. NAILInIG 9qTTEi2IJ 7 TOP VIEN1 r es NR 1 ?-S °-' x',2' . a ? O?- - - - - Na ,- - -. 3 If o.C O.C, ? c, C - ?3 er a C - ¢ . C - - .G a ' - -` ?- NAt w tJ 6 Pp,TTF- ¢N , . ? l <Qf 000 zs • ?f a 2 2 / \ , U DEFLECT(6N - COM$In1e0 SHE:AfZ A-J0 ? .. ? . .. . . . ? . . . ? f 4..' 4 ?ii?usrP.i.FS ;kl? i?i?ci ? .,; ?,. .:_:. L j ??? y d ? ? '3 _a AGy Y ,.. , T x +' t ia ? } ` y ? 3 r, I ` ` s ? s W?ei?o?TA? ? i7o s?1?i ? ? G , • ? - . ;`: ? , ? . . ,, , ,,t,, ,.? F S???l YENS?o?? ComPRcss?oN . ,?3zB „ „ ? - : ,. . 'DIEFL.Ec'r, or.l sNEP'2 # MaM?nrT 68 : . . . ,. .. n ? ' ?g „ _ .. . . . ?(jtyj$iNEp 5N??2 p?Np MOME?IT "'DE?'4EC7i0? ?S 'rNE "`' ?'??i; ` r , , Llivtl'1"IK.G ,'DE'S1(shl PA?2grfV\ETEi2':" TKE12E`?"4?2?. ? ? ?s fo8 ib)444; 7'NE RLLowAaLE W,&.o MAk?mu?n ? y J K ; „ . . . . ' . . . ?. . 'p?4N?LS Musr "?5€ oF -ro+? TrPt 's?ao"w?1 i?1 '??6s, la ANfl ? ??e x t'' ?6 RNo A/At1r SPP?Gi?76 , kltAST '3E, ?,S 5t4awrJ r,. 3 '?lG,. .?. ,.,TF+ES?'• QALC?iU.L4ZyI0A1S .,Pv'J,UNIET YADgG1wf}c?.: ? '?`dNP?f?G .:`?TWGsCIJ T}I-c 3k?nJS, firwlP; ?,o2ff' Mt?R1F1E. ? , .. . ? . . , ...: . , . , ?. ! .' ? ... ? ?. . . ' .. _. ; I .'I .. 1 .. , . . . . ? ' . . ? o. ?.... ..? .. . , ?._ . zz- ?' (C , ?. ' ? .. ? ? . ? .. .. . ? . x - :. - ' r C t '? .. r[ yi ? .., . . ., . ..' .. . .+ ? °" r < ?.. ,. .,. ?'?. , .. . . . .s.., . . . . ... . i.. '-. .. „r . .?. ... S? _ ` ? -?•-? ? k , ' • ' _ ?, p . y t . • ? ., . ' ? o „ . • , . .::M !LO '14. KEGGlG/t5 ?J 'DRTC ? • ,..., , - . , - ? , i._ , . . . x? ,. _ ? . .. , t . . . ; . , . . ? .. n ? u?• • .. ?- " ., rr Fn . .. i . ..t _ . . . . . . . r . ' ,. v . . . .t - r r . . ... . Y _ ? ?, . . : . .. .. . . . . .n . ,.. .. . . . . .. . • . • - ,• ','_C , ' .. • .. -- . .? . . . . . . . Z 1.1 o` /.0 ? .9 V W .8 ti y? •7 a .6 2 p` .4 ? 3 ? .2 ? .! N. LOAD DEFLECTION RELATIONSNIPS ROOF?PANEL --8" l0 20 30 40 50 60 70 80 90 !00 ROOF LoAD, Ib/f12 r z ? 9b. +.(ft?'"' eF:i ?i4 l?; ?w°`"Pi??+'? ??,14 ? . ;Cr,c? • ;, 4 W ', . .. . , ..' . ?.. . .35S ?.C?+ "3'??,{?..>•• :. . . + a .ahtN .. , . . . . ,.? '? ?d. Yt9 ?b??s59rAT"'V ? "?yU, 1, ? .. , ( . . . . . ' Y i4 . . . . .a.?•' - :.?vris 'T-?y ??,??Y??. a "WALI. ?,OAD CA1.CIkl,A?'IONS s ; 1?ix» , 3 ?? n 1 I F+?Rn-? fZ?,CXI NG ?.CJAL?S =Fa ,?` ? {.4n ? ??? ft? *° i. . a- ? ?1?fY ? ?±'? xr v?t ??•?'??i3` ?+?r?P` ak.v p 4 ? x ?? . ; . .t ,. ? ? ?• . '?t „? F?'+e?ri,?'?`? ? ??'' i ??'? .` S? r a r M ilf?5+ t? • i ? • ? . N F 4 5 i.? ....? +rt?KM'Y..t'k ? §, ! ?.L{y. ?r??f 3S ; ?i•?? . . - ! i ?C?r+fit -s ks-,L'arz`?}? ?,? ? *6 ?.e S . e '. .: ? . - . 4i'x ? sXj r.r? ?(1'? ?fY ?y?r?`??y ? .. St f N. ?AY?? ,1 ' ' '•?+ ?+?5 n ?`K. $? ? V ??1??y. F?? F G ,i?l? 5 a ? yy.?. ?te : ' WATEfTD??N d?04?TH DA Ko-pA ,1"? u C'.. aw .t??? x ..? , ? .?+f s?C;?,3 ?4?ixk1Y ?f? i ?• ,]p? ?n "Va ?? ?t Z Y ? ? kf' y ;'"p ? qi1 . . ?-1 ... c x•,? ?oriA»&iqF ?? .1_-?L( `YE??S,?.,?Q +.?1 ??F` fi tf . v ?! :-4 ??a'Ff?? ?k ?'+???i'?,3v,e?d,..:. '? 1 xe 1 i??, i i 4 y . . ? -T?"Y'° ??c'? 3?'?we ?, • ?! .. y y? ?q. t /? f"? ?'!?,^G°?Llt??V1V:'"? .» ?, ., I ? .r •' 7 e ?`?0" ? t c ,? td ? fs i?# inr .t,' " ?+ ?F?' '. T? ? • a5'.?-?? Ov r ? • .. . . '. . . . ' . , . . r . ?5 :?F t5? t?Yi?Y ? .x._ . '?'44. . . .,? ., fi . • ?QOA??4?r . . . .. .. . _. ' " §o '. ?x m4 >1 `.. ` : + ?? . +. ? 1 ?t . 4 WALL. ,'PA?ELSCFIG. Co^?51'2f.lCT?O`BY,,,ENEi2G1 "WERe: Tes?r'Ep ?cs• s-r,2e+uarN iu ?eES?s-r+n?c F. '?fc I.oti,p (,SEE ' f'Epo2.7 EQTtTt..t O «5Tr2MCTUi2AL F2AsAo?F' /t}ND ?wG?nlECr2?NCr CALCU-wk-rcawJS" ?S.F'r'g: BZ V4, ?{ELLIGKCorJ? P.E??. A 'DIP+CrRhAn TM6c TEST SE' SNovjµ iµ Ir lG, 3. TNE Rfl LP?T1or.lSNi P9 13ETu/EtO Tf LOADS I%PPLkCO Ati1D THE pEF't,.CCTiOAI . AT W tUT A .AREILL(ASTRATt,O ?N. FIG. 4 . NO7E*'_ DerLEGTtoO, A(FI6,S) WAS _(,'q1,C.iwL.k-1'E:D AS TNE 1pLwFLECT%0M MI •?GoruT A MiNUS TNE DeFLECTi0N3 N1L-P5uoEaD P.T PAntD C , .; ONCY oN5 wAU. RAa1EL . 4AO A'fleFLE4Tro&) rI ? RS.. L(?$GE ",.,.fw? AL.LGWASLS "C?EYTLEG71?N ?. S9Aw1,;v DL PLECTIOrJ. .?C02R.E5?Po?l;1 I>PPRc1AIMATELY_ ?2$;00 (?. Wll.?-?"'Ba .bt.6Ep -{T? 5 i. rNE s?raE?a:r.?#?.,,c?aAer+c-r??,?g?«s s `c W 1T?F „ TH ?S E,. '.,.P?!yE L. S. ? + . ?? ?AL Cu.1.ATtoKIS, ' ; TNE ' GwA, EL5 pF A 8w,1LD!y6; !SuPPO2T ..T+iE '.;RAGICiNG LoA9. yIIC,?eirS,elG, . B ' 1?1CQ?P??CS :;T'?d? RAU11?1 ?i f.dop A?1D. i?G?RewsiNG RC'A?BWS. T"F}E .'AQILITY oc: _??A 13c416D,?Q SuPPoQT..- 'R : RAcKiJG LuAD. 71+E CALGuLATiontS ' SWOtal?.'THE ,.14w,N6T+1 Or 13u,1-1)ra(; ACLEp'rAl3?-'F Foi ''f3bllLDI?JG)L: `W4C7'i't45' 13AbtD dnJ 9a,Grjn1G L04.D, . ,._A5suMp-e-ioois : {?PPGi?' hs ,s !4 WV,?,lS Ft(s' 3 ? 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I _..?:. 4... ..Te??,!} : ,.:. ---+- , r?`J3?•???? '? C ? , 5 . . . . .. a??y .._ . „ "? >,??• CE C' ll? ". . :ALI.OWABLi :LE NSTHS.;`'?j1?5?`ON ,'kY+CK?ntn??, ..TAaLE I 'FoQ ?ww?N6s ??Ty 3;i2 Aaa w: Si:.o P45.... T?lES?;. VA?.ues . CA2?E?s?.b N, D:?To :°R±E: , wR?t;,: ? Co'N F?GurtaT ?onJ ., Salo?N . i W FIGS. I?, .`,$. ' SFAC? n1 p w At?t.;?' X. ? . tUSTt Ro C r $ ? D, C, WCu.La prWrT(Z ! NGi2i 71+e 'S?necN6^rN;: oR^„T?1Se° wPt+.t. PAtJ;Q?S `?iM??TFd Q# . . v • ?ivk : ? • ?i „ . ?'+' , r?`jF: N.n ri ?? ) { Af Tf?t F1(inT P{ h. ?.y.:?,,?It. SI?S a . . } f .-A' ?y 71 SN i ?t AS ?v 'n Y i. 5 1?? ?t; S + ? i' . 3i !ax 7 ? d r ' ..? '1$ ? ? ? ? 3 4 ? I t . _ . S ^? .?.?/...r '? `? ;;, f ' N? Lo A. N E?L-lcks.o a.P, E? ? i E ri ro d ?- h SJu ? . . . _ _ , . . _ . .`s? Z XI . ` . ? •. 1J: , f a r A 71P. j, x A,', t n y,S { `S .. , k*SP'Z;4 I)$ ?? 1,q. p?, kl? a °? ti ?n 4.i (« ?t,. .. .?? t? y tq.y'7 4 T,. e` ? t ? a a w, jr tyky ?? ? ? "`? a+'ti?t ? r` {C°- ?RS% ?'? t • ? ..?+' ? ?rn ?? ??,. k ?? r ?4t " i . v r ' r ? tli-?' •'? 1M:..a f . •" - ? ? .:$' ?J IT , . t . . . ... ? , . , 5. ? LINTEL -TESTS • ' Procedure Three, 6,5" wide by 13.75" deep, box beam window lintels WigurUs 4 and 5) were tested for their ability to support bendings loads similar to that caused by dead and snow loads. The lintels consist of 1/2 in. Blandex skins attd Aem-Fir fi12, 2x6 lumber members with 2 2x6's at the top of the beam and one at the bottom. The skins are nailed in place with 8d nails approximately 6 in o.c. and the core of the beam is filled with polystyrene. All three lintels were tested in the South Dakota State University, Agricultural Engineering Department Structural test unit (hereafter referred to as the Structural. tcst unit). Loads were hydraulically applied at two-foot intervals along the top of the lintels, were maintained for 5-minutes and the mid-point deflection of the lintel was measured with a transit and scale calibrated to the nearest hundredth of an inch. Loading and lintel support arrangements are illustrated at the bottom of Table 2. 'Cwo of the lintels werc tested with n.9-foot spnn and one wnx teKted with u 12-fc>oL spcin. Results The lintel test data are presented in Tables 2,3 and 4, and the load-deflection curves tar the three lintels are presented in Figure 6. The uniform roof load was based on the portion of roof area supported by the .lintel. Since the roof panel is supported at the peak and at the eave, the roaf load supported 6y the lintel is equal to the lintel span multiplied 6y one-half of the horizontal distance from the peak to the lower end of the roof (9 ft x 7.6 ft or 68.4 ft2 for the 9-ft span and 12 ft x 7.6 ft or 91.2 ft2 for the 12-foot span). Based on an allowable sz,s deflection of span in inchesJ240 the allowable lintel loads were ft and 31 lh/ftz for the 9-ft lintel span and 33 lb/ft2 for the 12-f00t span. These loads do not include the dead load of the lintel. Lintel failures were noted at uniform roof loads of 156.8 and 134.3 lb/ft2 for the 9-ft spans and at 80.4 lb/ftZ at the 12-ft span. *The hydraulic pressure/load relationships have been developed for the Structural test unit as per ASTM Standards. 4.? Iy . .. __ _----• ? 133 IL--- T Fl9ut e .4. V%ndow 1,?1 tr / Tes f . . . ' ..'..:'f?.. , '. . . X `, yq Nem- F; r % 13i4ndeX 5yz„ PalyS??rene 133?" ?F iiz x s%zW Nem-F,M Fi?ccre S Windor? L,?7tel Test 610 ec:rnen? _z ; , . . 1 ?.. . . ??f}1. . Z),4r?: or' rE?T : 3TAN 8z? __._ . 9 47 401M TABcE ?• TEST 't.')A7P, - J „ 9o? 8?87 i,:?. -?CscPZiPTION OF STk?v'?'u?AL M.F_rn:.Er'' : 04 *IF- 814n.OreX -lMf1on__at ttie '".n CC++7? q?? Zo,SRiv"?&' q-? 3.?o Ps? 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' $,2/Ck ?OAD ,2?ADlNG DEFLE?T/0?l ? ff 14, 117 (d' Z ,PEAO/NG NO. 1,3/F`I' N IN p D ? 3??f 2/•P ,2,7P _'. ?y"3; ,3 574 . ?l 0 0 26 .oS 0 0 0 3,to 7 - '. l l9z ia,s 3,39 .•?8 ' . z 3B{ 21.0 3.09 16,8 . 3 57b 31. S 2,74 4 0 0 3I 55 0 0 0 3. (Oz -- ? / qz 1015 3, 33 z 38(4 Zi.o 3 576 3/ 5 2.73 .89 4 0 a 3148 •1c/ I,Z ' WALL F,4/JEL 0 o Q 3. Sz - ? 144 10,5 3.qI •tl z z88, ,Z/,o 9,30 •zz 3 432 31,5 3,17 ? 3'vr ? 5710 4lZ, 0 3.11 , • ?I S 7zo 5215 Z.98 .5¢ b B??F 63.0 10 A N? ? p J 3 ? .1 a u s ? •. W ? VJ JW LL ..14 d?y ?:? ? , . . , . . . . . ? _:. _... ._ F L ...`,.` ` . 1 .. . . .. . . ? Op? ' i + ,: •? . ? . _ . - ?i - .- "Qj - ?, ._ ' ia?. .. i .. ? ?'. , }. ?e,,;,?':?.,,,•??a<:. ? . . . _ . _ _ _. . LD P.. HCLLICKSO6J P.?. ATE J OEPARTMENT OF HOUSING AND URBAN DEVELOPMENT Housinp-Fedsnl MpuNnp Commissloner ? STRUCTURAL EN61N[lRING BuLLtTIN No. 1067 Rea. (Supersedes issue dated March 27, 1984) TO ' DIRECMRS' HOUSITIG DEVELOPMFNf DIVISICN ISSUE DATE July 21, 1987 REVIEW DATE July 21, 1990 SUBJECT: 1. lum pesc,iption Foam Core Panels and Components for Sin91e-Story Dwelling Units 2. Nome snd Addrest .f A1aeufemr.•. Enercept, Inc. 8uilding Systems 3100 9th Avenne, SE Watertown, SD 57201 This Structural Engineering eulletin (SEB) should be filed with other SEH's and related bulletins on materials or products as required by prescribed procedures, +wc mnttarte ??l?im. nNic?en4 W llaitatiar nRC?enrd Aee?in Ao e"d°aen°nt 4' +FPrmsl ? irm . ???°ormloPmnt ^? (NM) mee.Otedaut?ieee wttor, rd ? ?ta?nt t?pe?. • Wut.lntlzad ad falsa. W vill? ?Rwal oc erdoismeM bY H1D 1s 8t'tu G71mtK1 til aorridend a vtoLtlgm ad tAe 0Utad ?code. lt O.S.C. 709, ?iYll6.?5 "3LTC7 MA.IFS 10 rrat..... W215 Ugn1 S1D ID[SIK: ?"?7aIT8TlAID I)7SR3 INY (,? ?y ?li[S ?'LR@4IliS dP '? 81C MIIiIlUI PimFR7Y 9LAWy?.IN 0"OielY 1QDi 'DC `. A^Y npcoduc'tlm ot this b+ll*tln mat 4!n les entltseY W?ny ' ?1 °C ;^Y Pu't of ttils Bulletln 1n salee Pmoocicn oc dveciisl to . n9 la iaP,eohibited1 1. General: This eulletin sets forth the information applicable in determining for mortgaqe insurante and other HUD housing program purposes the eligibility of housing constructed in accordance with the requirements described on the following pages. 2. Scope: This Bulletin applies on2y to the structural features oE this method of construction. Final determination oE eligib.ility is made by the HuD Field office. Other Eaetors considered by the OfEice are valuation, location, architectural planning and appeal, thermal characteristics, and sustained market • acceptance. Consideration of these Eactars is also necessary in determining whether a specific property constructed ' according to the method outlined in this Bulletin will qualiEy under the speciEic program and in the district in which the structure is to be erected. -2- in districts aubject to hurricanes, earthquakea, or other • unusually severe conditions affecting dwelling structures the y Office shall require that additional safeguards be included in ?? the proposed design when necessary. 3. Requirements for New Construction (as set forth in 24 CFR 200.926): Compliance with all HUD requirements for new construction is determined on the same basis as submissions involving conven- tional construction except for the special features described in this 9ulletin. 4. Inspection: Eield compliance inspections cnvering conventional items of construction and any special structural features cover.ed in this Aulletin sha11 be made in accordance with prescribed procedures. A copy of the HUD field report shall be sent to Headquarters, Manufactured Housing and Construction Standards Division, Office of Manufactured Housing and Regulatory Eunctions, when there is: a. Evidence of noncompliance with any portion of the system of construction described in this Bulletin. b. Faulty shon Eabrication, including surface defects. • c. Damage to shop fabricated items or materials due to ? proper transportation, storage, handling, or assembly operations. d. Unsatisf_actory field workmanship or performance of the product or system. Periodic plant inspections will be made by HUD personnel in accordance with prescribed procedures. A copy of all Eactory inspection reports shall be sent to HUD Headquarters, as stated above. 5. Certification: The company named in this Bulletin shall furnish the builder with a written certi£ication stating that the product has been manu- factured in compliance with HUD requirements for new con- struction, except as modified by this Bulletin. The builder shall endorse the certification with a statement that the product has been erected in compliance with HUD requirements Eor new construction, except as they are modified by the Bulletin, and that the manuEacturer's certification does not relieve the builder, in any way, of responsibility under the terms of the Auilder's Warranty required by the National'Housing Act, or under • any provisions applicable to other housinq programs such as Low- Income Puhlic Housing. This certification shall be f.urnished to the HUD Eie1d Office upon completiort of the property. . -3- ,.Moll OU'PLINE DESCRIPTION CATEGORY II CONSTRUCTION GENERAL• Shop fabricated foam core panels Por walls, foundation walls, floors, and roofs for one-story dwelling units are furnished in this method of construction. Components are transported to the building site, where they are erected and assembled on con- ventional or all-weather wood foundations. A11 materials and methods of installation shall be in accordance with HUD requirements for new construction, Use of Materials Bulletins (UM), and Materials Releases (MR), except as may be specifically noted herein. Plumbing, heating and electrical systems are field installed. This Bulletin is based on a structural review of the Grandeur Model of Enercept, Inc. Building Systems, but may be considered applicable to all structurally similar units of this company. Nonstructural items (such as architectural, plumbing, heating and electrical features) are not covered by this Bulletin. • SPECIFICATIONS: Eorm HUO-92005, "Description of Materisls" (specifyinq only the structurally related Items Nos. 2-12, 14, 26 and 27), as sub- initted for review for technical suitability determination, describes the materials that shall be used in construction of housing units under this system of construction. Form HUD-92005, furnished with each application for use under HUD housing programs, shall include as a minimum the same structural materials. DRAWINGS: The following drawings by Enercept, Inc. Building Systems are to ba considered an integral part oE thia Bulletin: Drawina No. Date Description 0165-001 Jan. 30, 1984 Floor Plan 0165-002 Jan. 30, 1984 Elevations 0165-003 Jan. 30, 1984 Wall S Basement Panel Layouts 0165-004 Jan. 30, 1984 Floor & Roof Panel Layouts ECPT-7 Jan, 26, 1983 Sill to Subfloor Installation ECPT-8 Jan. 26, 1983 Standard Panel Installation ECPT-10 Jan. 13, 1983 King Post Installation ECPT-11 Jan. 11, 1983 Wall Upper plate Installation • ECPT-13 Dec. 13, 1982 Center Beam & Support Wall ECPT-14 Jan. 12, 1983 Roof Panel Installation ECPT-18 Jan. 27, 1983 Roof panel Installation ECPT-26 Jan. 12, 1983 Gable Panel -4- DRAWINGS (COrttinued): Drawinq No. Date ECPT-28 Nov. 16, 1962 ECPT-29 Nov. 16, 1982 ECPT-33 Nov. 17, 1982 ECPT-34 Nov. 17, 1982 ECPT-37 Nov. 18, 1982 ECPT-36 Jan. 24, 1983 ECPT-40 D@C. 13, 1982 ECPT-44 Dec. 14, 1982 ECPT-45 Jan. 29, 1983 ECPT-46 Jan. 7, 1983 ECPT-47 Jan. 7, 1983 ECPT-48 Jan. 7, 1983 ECPT-52 Jan. 19, 1983 ECPT-53 Jan. 20, 1983 ECPT-55 Jan. 20, 1983 ECPT-57 Jan. 27. 1983 ECPT-58 Jan. 28, 1983 ECPT-59 Jan. 28, 1983 ECPT-60 Jan. 31, 1983 ECPT-61 Feb. 3, 1983 ECPT-69 Jan. 28, 1983 ECPT-70 Mar. 3, 1983 ECPT-72 June 27, 1983 Description Window Lintel Panel Roof Panel Basement Panel Upper 6 Lower Wall Plates Center Support Post Roof - Gable Connection Floor Panel Roof Panel - Heam Connection Roof Panel Connections 4'-0" Standard Panels 2'-0" Standard Panels 1'-0" Standard Panels Wall Corner Detail Gable Detail Roof Panel Installation Last Wall Panel Installation Center Wall Detail Last Roof Panel Installation Wall Corner Panel Installation Basement Sill Plate Installation Door Frame Detail & Installation Rasement Wall Detail Wall Sections ' Construction drawings furnished to the HUD Field Office with each application under HUD Housing proqrams shall include the same or similar structural features as shown on the drawings listed above. Copies of these listed drawings shall also be furnished to the Field Office by the sponsor upon request. SPECIAL CONSTRUCTION FEATURES: Wall Panels and Partitions: Wall Panels consist of a 5 1/2" thick expanded polystyrene foam core faced on both sides with 1/2" thick strandboard or waferboard skins bonded to the core with a non-flamma6le contact adhesive. Density of the foam core is approximately 1.0 pCf. Wall panels ar? assembled in skandard 4 ft, or special sized modules with a flat 2x4 stud fastened to each face. A double 2x6 top plate and a single 2x6 sill plate are field installed. Partitions are conventionally framed. All interior surfaces are covered with 1/2" thick gypsum wallboard attached on-site to particleboard skins using adhesive and/or mechanical fasteners. P L ] •. -5- • 8asement Walls: All Weather Wood Foundations (AWWF) shall be insta e according to Technical Report No. 7 and the All Weather Wood Foundation System Manual, by the National Forest Products Association. Basement wall panels consist o£ 5 1/2" thick expanded polystyrene foam core faced on the interior side with 1/2" thick strandboard or waferboard, and on the exterior with 1/2" thick treated FDN grade plywood, laminated to the foam core. Basement wall panels are assembled in standard 4'-0" wide or special size modules with treated 2x6's at 16" on center or 21-0" on center, as required by design loads. Treated 2x6 sill plates are field installed. All interior surfaces are covered with 1/2" thick gypsum wallboard attached on-site to interior skins using adhesive and/or mechanical fasteners. Roof: Roof panels consist of a 7 3/8" thick expanded polystyrene foam core faced of both sides with 1/2" thick waferboard or strandboard skins bonded to the core, and 2/8's @ 4' on center. Density of the foam core is approximately 1.0 pcf. Panels are 4'-0" wide and up to 161-0" long, generally spanning from the outside wall to a center ridge beam. Panels are fastened to exterior walls and to center ridge with galvanized steel connector plates. When panels are exposed from below, they are covered on-site with 1/2" thick gypsum wallboard, using adhesive and/or mechanical fasteners. • Floor Panels: Floor panels consist of a 7 3/8" thick expanded polystyrene foam core faced on both sides with 1/2" thick particleboard skins bonded to the core. Density of the foam core is approximately 1.0 pcf. Floor framing members are spaced at 21-0" on center. Panels are 41-0" wide and up to 16'-0" long, Fire Protectian and Interior Finish: RooE and wall panels shall have a 20-minute fire rat ng and 15-minute finish fire rating in accordance with ASTM E-119. The foam core shall have a maximum flame spread rating of 25 in accordance with ASTM E-84, and a smoke density rating o£ 450 or less in accordance with National Eire Protection Association (NFPA) No. 258. Caution shall be exercised in the use oE foam plastics. If foam plastics are allowed to remain exposed or unprotected they may under some circumstances produce rapid flame spread, quick flashover, intense heat, dense smoke, toxic and flammable gases and may present a serious fire hazard. The manufacturer of the foam plastic or the Society of the Plastics Industry, Inc., shall be consulted for instructions to minimize the risk in the use of these products in manufacture and in construction. 0 -6- DESIGN AND CONSTRUCTION REQUIREMENTS: Construction Guide: Applicable sheets of the Enercept, Inc. Building Systems "Foam Core Panel Construction Guide", latest edition, are also to be considered an integral part of this Bulletin. Desiqn Loads; The method described in this Bulletin is based on maximum design loads of 40 psf for snow, Seismic Zone 1, and a Basic Wind Spsed of 100 mph and Exposure C(ANSI A 58.1-1982). Structural calculations shall be submitted to the local HUD office if housing urtits are to be located in geographical areas where these conditions are exceeded. Framing of Loadbearina Walls: Wood-to-wood connections shall be provided between bearing walls and roof/ceiling or floor con- struction, Eloor covering, including carpeting.and vinyl tile, shall not be continued under loadbearing walls. MANUFACTURING PLANT: Components covered under this Bulletin will be produced in the following plant: Enercept, Inc. Building Systems 3100 9th Avenue SE Watertown, SD 57201 The Sioux Falls HUD Office will inspect this plant in accordance with prescribed procedures. QUALITY CONTROL: The HUD Field Office in whose jurisdiction the manufacturing plant is located shall review and approve glant Eabrication procedures and quality control proqram, and shall report to Headquarters in accordance with outstandinq instruCtions. The quality control program shall include field erection and supervision by Enercept, Inc. Building Systems. RECORD OF PROPERTIES: The sponsor shall maintain a representative list of properties (up to 50 dwelling units) in which the component or system is used. The list shall include the cortplete address or description of location and approximate date of installation or erection. Upon request, this list shall be submitted for review by HUD. • 0 -7- NOTICE OF CHANGES: ? The sponsor shall inform HUD in advance of changes in production facilities, transportation, field erection procedures, design, or of materials used in the product. Further HUD must be informed of any revision to corporate structure, change of address or change in name or affiliation of the prime sponsor. Eailure of the sponsor to notify HUD of any of the above changes may result in cancellation of this Bulletin. EVALUATION: ;. This SEB shall be valid for a period of three years from the date of initial issuance or most recent renewal or revision, whichever is later. The holder of this SEB shall apply for a renewal or . revision 90 days prior to the Review Date printed on this SEB. Submittals for renewal or revision and an appropriate user fee shall 6e sent to HUD Headquarters. The holder of this SEB may apply for revision at any time prior to the Review Date. The revision may be in the form of a supplement to the SEB. However, where the Department determines that a proposed revision consti- tutes a different item, the appropriate user fee shall be submitted in accordance with Code of Federal Regulations 24 CFR 200.934, "User Fee System for the Technical Suitability of Products Program," and current User Fee Schedule. • CANCELLATION: ? Failure to apply for a renewal or revision shall constitute a basis for cancellation of the SEB. AUD will notify the manufac- turer or producer that the SEB may be canceled when (1) conditions under which the docnment was issued have changed so as to affect production of, or to compromise the integrity of the accepted material, product, or system, (2) the producer has changed its organizational form without notifying HUD, or (3) producer has not complied with responsibilities it assumed as a condition of HUD's acceptance. However, before cancellation, HUD will qive the manufacturer reasonable notice, in writing, of the specific reasona and the opportunity to present views on why the SEB should not be canceled. No refund of fees will be made on a canceled document. *:*rr?*******?*?*********?*?r*r«r««*?******?*«*rr**r**?*t******** This Structural Engineering Bulletin is issued solely for the captioned firm and is not transferable to any person or successor entity. **?r****rr??r******.**??.**t??*«*e*?*??*r*r**?rr*rr*?r**t?*t*???t UNDERWAITERS LABORATORIES INC M . Nq11BYWK. II.1.. MEI.VILI.E. N.V. . SANTA CLAAA. GLIl. • l'AMYA. FI.A. `" a n i iu(eprude i? ?? n ol-lor-P r??p f u rga 11 i_• n t i a i t vst i og l iw p tA/ i r.va Iid Enercept, INc Mr. Ken Norberg 3100 9th Ave., S.E. Attn: Watertown, SD 57201 Product: Building Units Type R Service We have completed our investigation of the subject product and have established Follow-Up Service thereon in accordance with your application. Enclosed is your copy of the Follow-Up Service Procedure which describes your product in detail. The general methods and conditions of this Service are ouUined in the Follow-Up Service Agreement which has been signed by an officer of your company. The original copy ot this agreement is on file at our Northbrook Office. If there is any phase of this Service which is not entirely cleaz to you, please let us know. Vol. 1 inspections at your plant will be conducted under the supervision of Mr. Richard F. Metz, Supervising Inspector, Underwriters Laboratories Inc., Room 208, Crestland Buildinq, 32-10th Avenue South Hopkins, MN 55343 ALL MAILTOe P.O. Box 337, Hopkins, MN 55343 PHONE: 612-935-2723 REport Dated: 9-27-85 NOTE: Release of attached report and procedure material was delayed pending signed classification Agreements received on 9-26-85. 12 An invoice covering the cost of our Follow-Up Service will be mailed to the Applicant's address which is shown on the first page oF the enclosed Procedure. If you have any special billing instructions, i.e., Purchase Order, individual name, department, address or questions regarding charges, please write to our Follow-Up Service Department: 333 Pfingsten Rd., Northbrook, IL 60062. ? Each order addressed [o our local Label Distribution Cen[er For the release of Listing Marks to your plant must be accompanied by your remittance made payable to Underwriters Laboratories Inc. to cover lhe service charge for the quantity of Listing Marks ordered. Please examine Lhis Procedure carefully and notity Mc - Robert Lukasz promptly of any inaccuracies or omissions. Kindty file the Procedure where it will be readily accessi6le for our inspector's use. JL:cs , Enc. Report & Proc. cc: Minneapolis IC-enc. cc: FUS-Auth pg. Very truly yours, 'I I ,_ ;",c-c-?.,._'t"°'Y' "/c S // (/? UNDERWftITERS LAROftATOR1ES INC. Jeanne Lundsten FILE - oArE No. R11482 PROJECT No. 85NK9803 ISSUED FROM n333 Pfingsten Rd. ? 1655 Scott Blvd. S U Cl C 0 ?CJ NoAhbmok, IL 60062 an ara, A 9505 1285 Wall Whitman Rd. NY 11747 ? ? 2602 Tampa East Blvtl. T FL 33619 Melville, L.I., ampa, IH GONPESVOHOENCE PLEASE PEFEP TO TME GBOYE FLLE ANO PXOJECT NIIYpE118. i ? UNDERWRITERS LABORATORIES INC. &7.1 PPINC9TEN IIMO - NORTHBItOqI. ILLIN019 60082 O ¢n independznt, not-for-profit ory¢nizattion testing for pteblic safet f ? File R11482 Project 85NK9803 September 27, 1985 REPORT on BUILDING UNITS FOR INTERIOR BUILDZP7G CONSTRUCTIONS Enercept, Znc. Watertown, SD Copyright O 1985 Underwriters Laboratories Inc. Underwriters Laboratories Inc. authorizes the above named company to reproduce this Report provided it is reproduced in its entirety. RSL/ LJP : pr Look For The &Listing or Classification Mark On The Product 1brYvrb.: (312) 272?00 YCINNINa.: 234'L'q GW*:YUMCNONTNBNOOK.IL T.W. W.: 201227 , File R11462 Page 1 D E S C R I P T I O N ? PRODUCT COVERED: The products investigated composite panel consisting of both sides with 1/2 in. thick was a wall panel and the other USE: The products building materials jurisdiction. Issued: 9-27-85 were Suilding Units that were a a foamed plastic core surfaced on untreated waferboard. One product product was a ceiling panel. covered by this Report are intended for use as as permitted by authorities having RSL/LJP:pr ry File R11482 Page T1-1 Issued: 9-27^85 T E S T R E C O R D N O. 1 SAMPLES: The samples selected for this investigation were produced and selected under the observation of a representative of Underwriters Laboratories Inc. The sample panels consisted of a 1 pcf density polystyrene core material with nominal 1/2 in. thicY, untreated waferboard adhered to the core material on both sides with a -pressure-sensitive adhesive. The joint details included wood pieces to facilitate fastening as shown in ILLS. 1 and 2. The sample ceiling panels had a core thickness of 7-1/4 in. for a total thickness of 8-1/4 in. The sample wall panels had a core thickness of 5-5/8 in. for a total thickness of 6-5/8 in. TEST PROCEDURE: The test was conducted in accordance with the "Test Method For The Classification Of Interior Finish Material Assemblies Using A Room Fire Test," Underwriters Laboratories Inc.'s Subject 1715. TEST ASSEMBLY: ROOM CONFIGURATION The test assembly consisted of 8 ft high by 8 ft, 5-1/2 in. wide sample walls, inside dimensions, meeting at a 90° intersection, with a nominal 8 by 8 ft ceiling. The corner construction was further enclosed to form a room 8 ft wide by 12 ft deep and 8 ft high, inside, with a 2 ft, 6.in. by 7 ft high doorway. See ILLS. 1 and 2. RSL/LJP:pr lbry File R11482 Page T1-2 Issued: 9-27-85 WALLS The sample walls consisted of two 4 by 9 ft wall panels. The panels were placed between a double 2 by 6 in. header and a single 2 by 6 in. si11 plate. The panels were caulked with nonsag butyl sealant at the sill, header, at the vertical joints between panels and at the waferboard joint. Adjacent panels were attached together by nailing with 8d nails on 6 in. center into the wood piece joint detail. See ILL. 3. The walls were sheathed on the interior (exposed) side with 1/2 in. thick gypsum wallboard screwed to the panels with 1-1/2 in. bugle headed - wallboard screws on 14 in. horizontal and 16 in. vertical centers. Additional screws were placed in the wallboard near the corner. See ILL. 4. The wallboard joints were taped and the joints and nail heads were finished with joint compound. CEILING The ceiling consisted of 4 by 9 ft sample ceiling panels. Adjacent panels were fastened together by nailing with 8d nails on 6 in. centers into the wood piece joint detail. The panels were fastened to the wall headers with screws on 2 ft centers. The ceiling was sheathed with 1/2 in. thick gypsum wallboard screwed to the panels on minimum 12 by 12 in. centers with additional screws near the corner. The fastener locations are shown in ILL. 4. The wallboard joints were taped and the joints and nail heads were finished with joint compound. ?RSL/LJP: r - brl y .,.. ,_ rwrxrr'^^'..'. .•..-?t. File R11482 Page T1-3 Issued: 9-27-85 TEMPERATURE MEASUREMENT: Thermocouples were used to monitor temperature in the room during the test at locations shown in ILL. 2. The four thermocouples directly above the iqnition source were No. 14 qauge (0.063 in. diameter), Type K(chromel-alumel) thermocouples. The leads of the thermocouples were mounted in ceramic insulators within 1/2 in. diameter black iron pipe, with the bare junction protruding 1 in, beyond the end of the ceramic insulators and 3 in. beyond the end of the iron pipe. The remaining thermocouples used to measure temperatures at various locations in the room geometry were No. 29 gauge (0.011 in. diameter), Type K(chromel-alumel) thermocouples in irconel shields. SUPPLEMENTAL SMOKE MEASUREMENT: Smoke measurements were taken during the conduct of the room test by utilizing two photometers consisting of a light source and a photocell. Smoke passing between the light source and photocell at each location caused reduction in the light intensity received by the photocell. The photocells were connected to a recording potentiometer (millivoltmeter) and the changes in electrical output of each photocell were recorded. Calibration of the photometers was accomplished by a series of neutral density calibration filters. Photometer locations are shown in ILL. 5. IGNITION SOURCE: A nominal 30 lb wood crib was used as the ignition source. The crib was constructed using SPF lumber sticks, nominally 2 by 2 in. (1-1/2 by 1-5/8 in. actual), each 15 in. long. The cribs were constructed with ten tiers, with five sticks in each tier, and placed into a curing cell at 120°F at 20 percent relative humidity until constant weight was achieved. Immediately prior to test, the crib weight was adjusted by the addition of dried sticks, to a final weight of 30 ± 1 lb. RSL/LJP:pr lbry File R11482 Page T1-4 Issued: 9-27-85 IGNITION PROCEDURE: To prepare for placement of the wood crib, four brick pieces, nominally 4 by 4 by 3 in., were placed to provide support of the crib and provide a nominal 3 in. space between the floor and the lower surface of the crib. One pound of shredded wood excelsior fully fluffed, was arranged among the bricks, with excelsior covering an area approximately 21 by 21 in. To initiate the test, the wood excelsior was wetted at the center with 4 oz of absolute ethyl alcohol and the crib was set in place on the bricks, at a horizontal distance of 1 in. from the surface '- of each intersecting wall. At the start of the test, a flaminq probe was applied at two locations in the dry excelsior. At ignition, flames progressed steadily through the dry excelsior, until the alcohol wetted portion was reached. At this point, flames flashed through the entire remaining excelsior providing uniform application of ignition flame beneath the entire crib. PHOTOGRAPHIC DOCUMENTATION: A series of 35 mm slides and a video tape recording were taken during the course of the test. RESULTS: Test Observations Flames from the ignition source reached the ceiling at 1 min, 30 s. Maximum flame extension at the wall-ceiling intersection reached 4 ft from the corner at 2 min, 45 s. The scent of charring waferboard was detected at 6 min, 30 s. Smoke did not mask observation of flame extension at any time during the test. Test terminated at 15 min. The complete record of observations is summarized in App. A. RSL/LJP:pr - ry ? File R11482 Page T1-5 Issued: 9-27-85 Temperatures The complete temperature profile within the room geometry during the fire test may be found in App. A of this Report. Smoke Measurements The optical density per foot at each location is tabulated in App. A. ? Post-Test Observations After the test, damage to the wallboard and sample panels was assessed. The wallboard and waferboard were removed to permit examination of the foamed plastic. The maximum extent of damage to the wallboard, waferboard and core material are shown in see ILLS. 6, 7 and 8. RSL/LJP:pr lbry File R11482 Page C1 Issued: 9-27-85 C 0 N C L U S I 0 N The following conclusions represent the judgement of Underwriters Laboratories Inc., based on the results of the examination and testing presented in this Report as related to established and previously recorded data. FLAME PROPAGATION AND DAMAGE PROPERTIES: 1. The observed surface burning did not extend to the extremities of the test sample nor did the flame project through ? the doorway opening at any time. 2. At the conclusion of the test, observations shall show that the combustive damage (that is, burning, charring and the like) of the test materials within the assembly diminishes at increasing distance from the immediate fire exposure area. FOLLOW-UP PROGRAM: The products are judged to be eligible for Classification and Follow-Up Service. The manufacturer is authorized to use the Laboratories' Classi£ication Marking on such products which comply with the Follow-Up Procedure and any other applicable requirements of Underwriters Laboratories Inc. Only those products which properly bear the Laboratories' Classification Marking are considered as Classified by Underwriters Laboratories Inc. The Classification Marking to be used on the wall panels is illustrated below: BUZLDING UNITS FOR WALL CONSTRUCTION CLASSIFIED BY UNDERWRITERS LABORATORIES INC. R WITH REGARD TO FLAME PROPAGATION A D DAMAGEABILITY UNDER SPECIFZED ROOM FIRE CONDITIONS ONLY ?RSL/LJP?:?p?r brl y File R11482 Page C2 Issued: 9-27-85 The Classification Marking to be used on the ceiling panels is illustrated below: , BUILDING UNITS FOR WALL CONSTRUCTION CLASSIFIED BY UNDERWRITERS LABORATORIES INC. R WITH REGARD TO FLAME PROPAGATION A D DAMAGEABILITY UNDER SPECIFIED ROOM FIRE CONDITIONS ONLY Report by: ROBERT S. LUKASZ Senior Engineering Associate Fire Protection Department Reviewed by: ?dr? ? • ? ?? ?7??? li LEON J. PRZYBYLA Engineering Group Leader Fire Protection Department RSL/LJP:pr lbry File R11482 Page 1 Issued: 9-27-85 A P P E N D I X A Time min:s Observations 0:00 Zgnition. 0:30 Flame within the crib. Smoke within the room, white color, medium density from the ignition source. 1:00 Flames above the floor to a height of approximately 4 ft. Smoke within the room dissipating. White color, light density. 1:30 Flames to a height of approximately 7 ft with licks of flame impinging upon the ceiling. Smoke within the room negligible. 2:00 Discoloration of the drywall paper within the corner on both walls to a height of approximately 3 ft. The flames impinging upon the ceiling. 2:30 Flames from the ignition source impinging upon the ceiling and extending out from the corner at the wall-ceilinq intersection to a distance of approximately 3 ft. 2:45 Discoloration of the drywall paper to the ceiling within the corner and on the ceiling itself. Spread of flame, from the corner, out to a distance of approximately 4 ft on both walls at the wall-ceiling intersection, 3:30 Ignition of the drywall paper adjacent to the discoloration approximately 4 ft above the floor. RSL/LJP:pr lbry File R11482 Page 2 Issued: 9-27-85 Time ? min:s Observations 4:00 Flames continue to impinge upon the ceilinq. Spread of flame at the wall-ceiling intersection from the corner to a distance of approximately 4 ft of both the side and backwall and on the ceilinq. Discoloration in the same general area. Smoke within the room of very light density. 5:00 Charred paper of the drywall on the back and side walls and the ceiling directly above the source flaking. Smoke within the room continues to be very light in density, light color. 5:45 Flames still impinging upon the ceilinq. Spread of flame at the wall-ceiling intersection on both side and backwalls continue to a distance of approximately 2 ft. 6:30 Charring of particleboard is suspected due to the scent of burning wood detected. 5:00 No change. 10:00 Flame is impinging upon the ceiling. Spread of flame at the wall-ceiling intersection on both back and side walls and the ceiling is approximately 2 ft. 10:30 Smoke within the room beginning to increase slightly, dark in color, light density. smoke layer approximately 3 ft. 11:00 No change. RSL/_LJP:Qr lry File R11482 Page 3 Issued: 9-27-85 Time min:s Observations 12:30 Flames from the ignition source to a height of approximately 8 ft still impinging upon the ceiling with spread of flame from the corner at the wall-ceiling intersection to a distance of approximately 1 ft. Smoke within the room remains constant, dark color, light density. ? 14:00 Flames from the crib just impinging upon the ceiling. 14:30 Flames from the ignition source to a height of approximately 6 ft. 15:00 Test terminated. RSL/LJP:pr ry FILE R11482 APPENDIX A PAGE 4 ISSUED: 9-27-85 FNPRCFPT TNC. ROOM TEST 84NK9803/R11482 5-21-85 [Ji.e,]reas !;. l i`1:ri??. i •1:.1 .. 'i.lu T:[;:E o ; () i} : 1=; 020 0 : 'S ]. : 0 1.?0 1 . 4 5 2: 0 2 .1J 1,; ? 30 . 'i ,7 J. ? 3 : .:? 30 J . 4 J :} ; 15 ;i ? 30 u ? 45 ?- ? _,. .i 5 ' J 5 : _; ) ;? ? i ? J ri ..) „ E r' 15 G : 30. ;.? 0 _ .i; . 30 . -.? c; ;'i 0 .J ,t;„0 c,I. '-1 00.1 [iiB,.t.} 143,.' 142,% 12 3.6 . 106.3 125A 204.9 153.1 132.5 il6 . i 251.1 .?!S.'?J .1 198.9 C? ?. ??(? , } A7Y 400,9 34., 2i1.4 219.14 , x.15.4 t;'?}, `; S21.5 ,?;EJ.`; 289,7 394.5 10: J.5 ?(i?•:, 471.1 351.3 494.6 1261.9 912.9 612.4 447.3 08.1 I356.5 1114.1 r6:5.1 548.8 613.3 1388.9 1115A. n,r,7. f G93. 3 GiG .S .:?99.4 1 14?:?i..H ].1.i5.i; '!4 9.]. I i,JIT .`T I .L.j L1.I=i ) l??i.JJ .U ..Jl:?.?J .? 7 1 ?t ll 2?...1 J :?U{7.J ? .L?L,J II?? ,? (? 1u%C'.C) f 1J??i??.?l Ir ' 1LVLa1 iii3.9 1253.0 1 500. 5 1600.9 1116.2 l.JG?.1 `' 1219.6 149-, 1212,5 1212.' i12.6 1294.1 1167.1 1265.5 1210.3 Ii%.5 1258.,6 1401.5 1201.6 12050 627.5 1264.2 1493.3 1253. ; 1201,0 612.3 1275.4 1493.9 1212.8 1186.7 692.0 1304.1 151:1.9 1216.3 1169.1 669,0 1320_9 148E1.0 1"'11.:;.0 1169.1 G(:,:I..`; 1e::S1. ; 1492 ;?Ii:t.O 1164. ,,-, 650.5 1353.0 14ri.6 1213.3 11?1.,0 i;?l.S 1150.4 1507.1 1221.1 1153.13 t: i,...,:i.i; 1141.2 150= 1703:,4 1175.i:,; 649.0 1145.9 140„1 1189.9 1177.2 629. I145,.1 1535.2 1223,5 ]1JJ..1 ' 64fi.8 1346.8 150i,7_ 1214.8 li8?'t„2 60,3 13'_-?O.i i`,?s, ? l;i5f.;,.7 1216.0 hsh.'i '?,. I. i5; 001,5 t/.i:J.?] 1ZUJ .B i:, ' I.?; i,?? . i y 1361.1 . ?,LIi ?. L} 12P.0 ) ( 1'17.[ 1 ??:z.,:;.?,? , 1?,1r;,.`:; ; I.?{;:L.% l.jlu.;; 120'r'„7 615.0 1395„5 1454„5 I_YOW ' j.;'H.J 626.9 1410.4 lu:??.I. I.ZOt.`i 1194„7 612.5 f 14J3.0 i??;?,.,,.`' 1235.0 '. i.i1?,L, 7 rILE R11482 APPENDIX A PAGE 5 ISSUED: 9-27-85 FNFRCFPT TNf . ROOM TEST 84NK9803/R11482 5-21-85 Cl?;?.?rzes 1:' . (. I". I'1 WAS. ) 1 2 14 J 1 !. r'1 E 8:45 615 .? 1426.3 1440.5 ?li)0ar 1203.0 '). U 612.9 1421,.3 1412,:1 1223.; 12:11.1 y 9'15 619.4 1428.1 14iSi+.4 1:14.0 121901 7:30 G::?.G 1424,4 14:-9.4 1248.8 1244,11 9?411 + 620.8 1432.1 i?:?::,5.1 izo,?.9 Izi6.?? :. :;: () rz9.? ? t ? ? 1i;:: ? 1 ? r?i:?+ ,??.., 1z L ??i .9 i 1?J.1J ? 7 ?7j9.J 1 I I L'1??i.J f 1 ?Y L/??..`I ) 1l.LJ.l. l ? 7 LLJ7..1 1 0:30 641.9 1462,.1 1459.5 1214,1 1244,14 10;4; 650.9 1431,1 l.4ii.'' ?25?i.3 11::;9.?; i.l: 0 i;1:i..1 1448.t:i i?}u:'.?.`.i 1219.9 1255.2 i. ]. 5 G26.1 1460.4 i. 04. 6 1251.4 1 Z aE. o :t:::;U QI.,•'A i.418.4 1410.1 1119.4 1251.3 1:lei'r:.', 624.4 1418„8 1466.1 1243.0 i.ZEi5.1. l:_; 0 i;21.5 1494.1 1441.9 122;.8 1249,4 12 ; 11_, 616,,1 IQ .;3 1405,.6 1195.- 1236.4 12:10 609.0 1518.1 1421_9 i l 'cJ`;.5 1237.14 12;4',; :'.icii.2 I.`.:;4i;,,% l 1121.6 . . i':;tJ.B 1212.4 13: 0 179.8 1SaA 1180A 1146.1 1185.0 1'"?• .1`? c.t,!(?.., ? ,., 1543.y ? 13?:I..? I?c:?>n.?r? ., i:i8G.0 13:;i1 ;6v.t3 t:=;5f',.; 1.?ii8:9 1081.8 1122.,6 1.3;45 549.,4 1.551.,; 1310.5 1043„6 1114.5 14; Q 530.4 1550eG UO(,.ti 10?2.8 1106,5 J.il;:l.a EG,1 l`;W;i.]. 1741..6 1008,.4 100,2 14: 3G 499.9 1519.8 1 i,lG.'Z 959.5 1010.5 14:0? 48203 14tiO...` 11::9.0 900.0 966.3 15: USA 1458.0 L089.1. 854.0 923.1 FILE R11482 APPENDIX A PAGE 6 ISSUED: 9-27-85 FNFRCFPr rnir. ROOM TEST 84NK9II03/R11482 5-21-85 LI CP gpe oS `t? CHHIY':.mus.. TIiiE • M. ?; 0: 30 f}Atj 1. Q 1. 1.`i l .J U 1. . i.} 5 •;, . n 2 :t a :1" 30 •> ? ,-! 5 .; : () 5 330 34 a 4: 0 1.I . .L ?:.1 t{:3 U 4 245 c- c 15 M17 J r. • ?? t c u ?.j L-; ; 0 (l . .? .) Ic' . J lJ ?: u . ? ?- :JY•`_ i.45 s. (_i ;:? • i ,: ,.., . .?. ..., 0 : 10 10 G.. li 8??.1 , ii / , Li ':1 .`" i ' i . C / ?..(.7 124.14 05.{1 84 A 91,8 136.1 ]03.,11 92.2 I02.G 124„0 132.0 98.G 17G„8 863 14H.4 lif:.,[. 1:58.1 119.0 99.7 ;Zt.`; %?". ; ,...,? 117.0 235.7 116.9 394. - 295.1 [4H .2 304.2 1J90J 5:1.91 V:i. J 295.9 357.J 1423 601.3 410.6 340, i) 443.5 170.1 iiJ`.),G 4J ;.`; :;:-i(i: r 456.C1 201.5 BL; H. 590A 402.3 483.9 145.0 1060.8 lif.;, ; 44/,i '.;i?11 243.1 1162.0 736.2 420.9 626.0 226.1 1008.4 690.9 40:1.:1, 599,,9 230.4 1058.1 700.1 474.`: 558.2 241.2 t(iZJ.' Gl;i;,,:l. 14 V . Z, 527,5 L4'.?.J ll7u;-7? i l]fDl U,ti 48 14 .0 b 1-3 .8 2bS.0 1014L.2 ri %J. 4%9.14 510.0 r'1.J ? 999. ` i;?:?-I.`+ - ?l?iG.Z b?:?5.6 ?? , z.1 ?,,_ :) ? ? ?._..1. G G4:?. ?.4 ? 4?..r ,?.?? 510.0 2G4.9 C J.J C?1'- .J :. ? i.a..!....= .?.? u 44.5 502.6 t(;1i.7 'J4GA GUN 483.1 500.5 :9G.1 9GG.2 651. 50.9 471.1 32i.1 905.1: 02.2 490.9 490.1 2 .9` i.6 F) 5i;, ?! fi4; ,(i ?-IciL . I ?}'d .c; 5 ) ? 268.5 y ?1.i.J.. % 64).4 l ? i.ll?..?l ] i 491.9 !.`,?i;.9 954.9 636.8 4SC.6.(; 494.0 r.?,.., ?•r.G ,) ?Z:I ,. , ? i? . .; _ G ?? 455 6 501 5 2740 . , . yl.`l,.i , ? 612.6 . 493.8 . 508.1I 220.1 `.-1;4.4 611..8 487..1 ;'{itl.51 219.4 `!?C;,J 628.,5 456.1 501.2 ?.?;,?.1 ,.. ?i4U..!? ?r;r i-,.?, .,.., ir3.5 ?.., ?48?d.c1 20. i 951.0 643.5 439.1. 412, 3 if;"r.'..U 940.9 f?44.f:, ?-i,?U.4 t}?7,?; 2)0. :a ?,?1;:?? 645.1 ?;?., 9 .i; 4=) 2 .4 FILE R11482 APPENDIX A PAGE 7 ISSUED: 9-27-85 FNFRCEPS TNf . ROOM TEST 84NK9003/R11482 5-21-85 I)egrees f' LHAN(NI.1J.) 6 J 10 r BF 0:45 281.9 935.0 l;`i; 0 464.9 494„0 i. ;i 2,,J.:? ., 965.8 B45.2 z ??z.??, .% ?.I9G.4 9.15 ZI.I..:.J 962.1 652.5 46:1.3 502.2 9:30 219.1 98:1.0 663.0 463.8 4913.7 9:0 284,8 934.4 641.0 411.3 510.e; 10: G 284.3 9G4.0 640.8 01.2 511.4 10.13 225.6 924.0 tY54.6 40.2 JjJ..L 1.():-11 U 270.7 948.5 G;16 .1 43H,4 513.7 lU.L'J :.?IJ.6 9? ? 8 J L'(7:7 G 448 1 521 G 11: 0 252.0 . . . 970.4 ?. 670.f . 482.0 . 500.4 li:.`: 290.7 J.ODU.G G;;4. 9 14%2 .5 494.3 i.i:?o 290.9 Vi.o 6135.14 4 G 1+.5 505.0 11.;45 2c15.? .)?1? .-:, 6... ?_-:-i , . ^o 4?: " . ii .i o 499.1 iz: 0 2V.? 94S.9 r.,'U.; 4T2.r 500.5 12:1`, 290,6 941..! 6S2.E1 4`;3.1 496.7 12' ;0 286. 6 W„fi (;:i(i.7 453.0 496.8 1.2:4`; 786.2 S91:6 632.5 445.8 481.7 1a: Q 288.1 y04,.1; f.i:',6 .? 4.i5.?J 479.3 I.J..I.?.I 781,`l HBM 1011 :i1 .1. 43 5 .3 465.3 r.:=;.,ii »r.,. S N:;?? ?.j -?;?:l C) .o 42. 0 .i 4r0.7 13:L15 2L;9 .4 H43.5 5'd?.% 41a.1 4G0.5 14: 0 :%?j J.U 81.i.4 ti82 .4 ;."JJ.4 45 7.8 14; 1' :. J'7 . I I I Ll „ i. .1 l) .I .?l I? J;)ll ..1 ?! ? 'T .eJ? . Cl 1420 248.9 7506 542.; 390.0 423.0 ;. 4: 45 742 ' ?l. ti .; 528.1 3 8?. i; 407.0 15: 0 2A1,f; fiTl_.f 502.; 349„6 400.2 FILE R11482 APPENDIX A PAGE 8 ISSUED: 9-27-85 FNEacEei__ I.ac_ Room Test 85NK9803/R11482 5-21-85 ; ;.-, a ci. ,C :i. .- p ;> t i: .-a ;. L; ype; :i !. , I./ ,..."I'' S'``i,.l T ,%ijli !iJ,. i 0 ., 000,:, 0.0000 (}°1? 0 00 U 0 .0 0 0 " 0°MI (i 0 191b iJ..!'' j 0 '; 0 :4''i 0 ,.0658 0.0000 '' U„C!; ; Li 0.0001..1 .i. 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WS" 0000230 0Y0000 9 ? ??, ?? . ?.}.L L' ? I? i ? ?„I( ? ? ' I Cry" .l ,J 0.019! . _ 0.0 0 W1 • Y ? J;.? t,? 0.0220 0.0000 9 : 4 b 0 ,0 2 i:{ ri 0 0 i;() 10' 0 0..0104 0 ,0(t:.);t . 1(i . I. ,,.1 0.0214 0.0000 '.:i:; 0 0.0141 0.0000 i.- :. ?? `Lf "? 0 .? 1 /???I'": ?: ,..." 0 .. ?? ' ,. (i ?l,? / t?20 0.000lj 11 ..I?. LOW 0,,000J 11..J 0 0. 0% 'lti 0, i} cbr ?I . i.l: tC.! 0.0224 i., _...,i0(! 12 !) 0.0240 0.0005 12 15 li. 0!83, 0 . 0007 , , . ?1 .I.L.JV L.U/..:J ( n ll l:00;j !;?:?'{•`] . ?).?)i'ii8 . tl,ri(i?.J. i T 0 0„0212 i;.001:= ?-:1,`., 0.,0219 rti 0r;?t! 13.30 0.0212 0.0017 {-:ub 0,.??20(il 0.0016 14 . ?? 0.01914 D . 00 18, ;Li 0,.0207 . ii 002: 14:30 0. 0.JO0 . Qii:?i.{ 14 ; Q 0„019:: ;i.!JO2l. ? ROOM-CORNER TEST a 2-6 • ? 8 =0' ILL. I R11482 POST TEST 013SERVATICNS CORE FOAM vinr.n,ivNS.INDiCATE DEPTH OF CORE MELT DAMAGE ILLs B R11482 ? POST TEST 013SERVATIONS WAFER130ARD ? ..nnn ILL, 7 R11482 ?. • RNI h..K T" OYww - ?1?<f0 1 )'.p• e.[- ? ?/ 0• OOUBI[ ].L MI?YIf lp lA1[i L1VlMINi - O 1 ? &'.I YJ wA4 .11 ? \ N141N4 P?AX. N1??1 Y???l ?? f1-1l0 11 Y' IN1111Y, 1{ TYI [qllNwN A.v0 ??'1[Mm9 ?? Plxil ? ! ------------ Rwp ??- r T - r ? : 7ry f r ...,.V .". ?B'3 9•0, ?? 2'WTE,q a •rt?r?u ?rr snnwx ..e w rt??o. ? j dµl 9 9 ??EP? j8.5u1 ? a-0 u[<u nr OOUOLI l16 MIkol* l" 1// YI{VN O?I?p?1o1100N 904? PYILIf.?[?M{ / Y.XL L1I(\?uN a0.1?Y WN' ?! IIA? ?Y?6?tY(Y % pL0 . f?lAl1p µ' xerr?u, uixxm? wru, lAllI LAYLN TY[qf WYl K ? (Ynllx?OV1 ?(?D Of 4YIa1N4 4Mi L [?nw mno. m.t o? r.? P?rvf?a?rru0l lam n.c iu? nnt urn cusa?wc \ a:o ' CONV{N110M?1 10409VCT101 OY 01M[p ? .. 12r SPACINGS 16 ? ?y1 16 ? I o( o I ? I p I ? I ? I - ? ?-o- 6-?- 16 I I ( 16 eTs?.-. _ .- ?-.-?- i - o- 16 0 ?-' I I°i•??.? '?`??'=? a?? ????6 16 16 ????? ? ?- 16 ? ? I 14?1 ?'}' 14 ? I o1 6la •1 0- _a-o- 6 I a? ? I • I I? L s o l°I°I - 0- e-s-1- ? 4 14 14 14f14 14t141 141 14t 14t 141 14? ? ? ? i? ILL, 4 R11482 ? . _ I 3=0? ?:L PHOTOMETER LOCATlONS I L L .5 R 11482 77777777- , • • - ' POST TEST 013SERVATIONS WALL 130ARD ? ILL, 6 R11482 u? rnrCR fAt,GK MvNSUHED ? PAPER GNAR 2004 RESIDENTIAL BUII.DING PERMIT APPLICATION City Of Eagan 3830 Pilot Knob Road, Eagan MN 55122 Telephone # 651-675-5675 FAX # 651-675-5694 New ComWction Reauirernenis Remodelrtieoair Reauirements 3 regislered site surveys shavirg sq. ft of IoL sq. R of house; and II rooted areas 2 ooples of pWn (200k meximum lot coverage allowed) 1 sef of Energy Cakailations for heated additions 2 coDies of plan showmg beam 8 window sizes; pou2d found design, etc. 1 site survey for addNOns & decks 1 set of Energy Calculations AaN'NOn - indicate ifon-sde septk system 3 copies W Trea Preservation Plan'rf bt platted after 111/93 Rim Joisl DehlOptlons seiection sheet (61dgs wdh 3 or less unNs S-70.6 6 dIH ` n 0- N PtkR„? EG 4 , ?n.,,N Date --7 / 05- 112,1 nstructlon Cost Co Site Address 7? '' 4 G(?I ? I &0_(? 01A)Unit/Ste # ? 1 Description of Work I PiY f 5: ?QO ( 2 X Multi-FamilyBldg _ Y / N 1 _ Ftireplace(s) _ 0 Property Owner , ?wv .? (/n Telephone # (UN/) 4Mlf) ConhacWr Address City State Zip Telephone # ( ) COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING - IvIinnesota Rules 7670 Cateeorv 1 Minnesota Rules 7672 Energy Code Category . Residential Ventilatlon Category 1 Worksheet • New Energy Code Worksheet (Jsubmissionrype) Submitted Submitted • Energy Envelope Calculatlons Submitted ?.? Have you previously constructed a building in Eagan with a similar I U ?0?1 ? so, 25% plan review fee applies. ?V L 0 s 2004 ? Licensed Plumber gY Telepho e#( Mechanical Contractor Telephone zzzz Sewer/Water Contractor Telephone #( ) I hereby apply for a Residential Building Permit and aclmowledge that the information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan and the State of MN Statutes; I understand this is not a pernut, but only an application for a permit, and work is not to start without a permit; that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. ttVV,U J Oh vl ,?:; OY1 ApplicanP Printed Name ApplicanYs gna e OFFICE USE ONLY Sub Types ? 01 Foundation ? 07 OS-plex ? 13 16-plex ? 20 Pool ? 30 Accessory Bldg ? 02 SF Dwelling ? 08 06-plex ? 16 Fireplace ? 21 Porch (3-sea.) ? 31 EM. Alt - Multi ? 03 01 of _ plex ? 09 07-plex 0 17 Garage ? 22 Porch/Addn. (4-sea.) ? 33 Ext. Alt - SF ? 04 02-plex ? 10 08-plex ? 18 Deck ? 23 Porch (screen/gazebo) ? 36 Multi Misc. ? 05 03-plex ? 71 10-plex if 19 Lower Level ? 24 Storm Damage ? OB 04-plex ? 12 12-plex Plbg_Y or_ N? 25 Miscellaneous Work Types ? 31 New ? 35 Int Improvement O 38 Demolish Interior ? 44 Siding ? 32 Addition ? 38 Move Building ? 42 Demolish Foundatlon ? 45 Fire Repair ',?( 33 Alteration ? 37 Demolish Building" ? 43 Reroof ? 46 WindowslDoors ? 34 Replacement 'DemoliGon (Entire 81dg) - Give PCA handout to applicant Valuation ,YU 0 61 Occupancy ? MCES System Census Code L/ Zoning ? City Water SAC Units ? Stories Booster Pump # of Units O Sq. Ft. PRV # of Bldgs / Length Fire Sprinklered Type of Const Y ? Width REQUIRED INSPECTIONS _ Footings (new bldg) FinaUC.O. _ Footings (deck) ? Final/No G.O. _ Footings (addition) Plumbing _ Foundation ? HVAC Drain Tile Other Roof Ice & Water Final Pool Ftgs AidGas Tests Final ? Framing _ Siding _ Smcco _ Stone _ Brick ? Fireplace _ R.I. _ Air.Test _ Final _ Windows . y Insulation _ Retaining Wall Approved By: ?? 3p Building Inspector Base Fee Surcharge Plan Review MC/ES SAC City SAC Utility Connection Charge S&W Permit & Surcharge Treatment Plant License Search Copies Other Total ce // / uy c/ &Q 07 ?/1-2- P 07757%„? i ? -5?I,a°0 Request Dete i2 No. Roughin InspecNon Requ tl'1 O Reatly Now Will Notiy Inspeciw Y? ? ? No When ReaOy? I§kffc-ensed contractor ? owner hereby request inspection ot above electrical work at: Job Addreas (SV? Box V Rou) 7 G/te o. ?? City ? Section No. Township Name or No. Range No. County ? Occupant(PFINT) Phone No. 4e- Power Suppliar qtltlress Elecincal Mr (Compeny Nam ,por ?+-- ? Contrac[or5 Literee No. G ?, ??e /.?'" tc_ O / Mailing Pddress (COnlraclor or Qxner Ma ' IntTallatlon) ANhorizetl $ nature (CoMracto? -- in Ilation one Number 1h • ? 7 / 7 /? ?` MINNESOTA STATE BOAfID OF ELECTflICRY THIS INSPECTIINJ REQUEST WILL NOT Grlggs-Mltlway Bltlg. - Raam 9-173 BE ACCEPTED BY THE ST.4TE BOARD 1821 Unlversiry Ave., St. Paul, MN 55164 UNLESS PROPEF INSPECTION FEE IS Piwne (612) 64Y-OB00 ENCLOSEO. REQUEST FOR ELECTRICAL INSPECTION O/ ? See InstmWOns Iw comple6ng Ihis brm on beck of yelbw copy. U" ,-lJ 7 7 5 7 ''X' ?Etow Wark Covered by This Request ea-aoom-m 4e% Add Rep. TypeofBUllding AppliancesWired EquipmentWired Home Range Temporary Service Duplex Water Heater Eledric Heating Apt. Building Dryer O[her (SpecAy) I Comm.Andustrial Furnace Farm Air Conditioner Olher (spetity) Coniractor§ Remarks? ? Compute Inspection Fee Below: x Other Fee # Serviceentrance5ize Fee # Circuits/Feetlers Fee Swimming Pool 0 to 200 Amps _et 0 to 100 Amps Transformers Above 200 _ Amps Above 100 _ Amps Signs Inspec[«5 Use only: TOTAL Irrigation Booms Special Inspedion Alarm/Communication Other Fee ( I, the Elechical Inspector, hereby if Ro,pn-in ? or!r?? ? cert y that the above inspection has been made. Final Oatfl _ r _?S` OFFICE USE ONLV Thia requesl mi0 18 momhs from ñ þ ûû ÿþýþü ÿÿ þýðý üþþÿÿíï þþòþ ìþ ì ÿø û ú ùõ ã î ú ù ðùþ ù î îïùþ âý ûáþ ø ÿ ìôæþæþå ôþù üôö ììí þ øèèçç ÷ü û æþ èçëçìë àþþç öíôõ øóò ùùþ î ôæþðÚæ ìôæþæþåííäôþõð ôþù ôöÿþýþôöì êìéìí æ þõýæþæþå þæ þùùþþ þæþæò ñþ þþý ñù õæþþùùþ ûþ òô þûþ þî òÿþýþï þ ç ùùþã ñûýþ ûýþ Use BLUE or BLACK Ink I I For Office Use tz_ 17 2~ I City of Eapn I Permit 3830 Pilot Knob Road I Permit Fee: Eagan MN 55122 I Phone: (651) 675-5675 I Date Received: Fax: (651) 675-5694 I 1 1 Staff: L 2013 MECHANICAL PERMIT APPLICATION ❑ Please, •.ss~ub it two (2) sets of plans with all commercial applications. J C I Date: 1 0: d I 01 Site Address: _77q V d (d-e N l &Ad ow leUr, ~l CA6,4A) _J Tenant: Suite Resident/Owner Name: l~I(/1-4~ .JU~NSON Phone: 6S1 395 04"c j Address / City / Zip: -274 0, d_-1"J /IrW o d JfP' (~,J 6AA1 AW 2,3 Name: License Contractor Address: City: State: Zip: Phone: Contact: Email: s New X Replacement Additional Alteration Demolition Type of Work Description of work: Sr,5 (/Nl i c,?z~ r NOTE: Roof mounted and ground mounted mechanical equipment is required to be screened by City ` Code. Please contact the Mechanical Inspector for information on permitted screening methods. RESIDENTIAL COMMERCIAL _ Furnace New Construction Interior Improvement Permit Type -Air Conditioner Install Piping Processed _ Air Exchanger 7~ Gas Exterior HVAC Unit _ Heat Pump Under/Above ground Tank Install Remove) Other RESIDENTIAL FEES $60.00 Minimum Add or alteration to an existing unit (includes $5.00 State Surcharge) $100.00 Residential New (includes $5.00 State Surcharge) _ $ TOTAL FEE COMMERCIAL FEES Contract Value $ X.01 $55.00 Permit Fee Minimum $70.00 Underground tank installation/removal Permit Fee *If contract value is LESS than $10,010, Surcharge = $5.00 Surcharge* **If contract value is GREATER than $10,010, Surcharge = Contract Value x $0.0005 ***If the project valuation is over $1 million, please call for Surcharge TOTAL FEE I hereby acknowledge that this information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan; that I understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. x /~rcGl4,e/ f J >~,VjoN x ]2 JW'ez,~ Applicant's Printed Name Applicant's Signature FOR OFFICE USE Required Inspections: Reviewed By: Date: Underground Rough In Air Test Gas Service Test In-floor Heat Final HVAC Screening PERMIT City of Eagan Permit Type:Building Permit Number:EA119241 Date Issued:11/20/2013 Permit Category:ePermit Site Address: 774 Golden Meadow Rd Lot:2 Block: 1 Addition: Laurent 1st PID:10-44550-01-020 Use: Description: Sub Type:Reroof Work Type:Replace Description: Census Code:434 - Zoning: Square Feet:0 Occupancy: Construction Type: Comments:Please print pictures of ice and water protection and leave on site. Carbon monoxide detectors are required by law in ALL single family homes . Nathan Corbin Valuation: 4,000.00 Fee Summary:BL - Base Fee $4K $103.25 0801.4085 Surcharge - Based on Valuation $4K $2.00 9001.2195 $105.25 Total: I hereby acknowledge that I have read this application and state that the information is correct and agree to comply with all applicable State of Minnesota Statutes and City of Eagan Ordinances. Contractor:Owner:- Applicant - Michael R Johnson 774 Golden Meadow Rd Eagan MN 55123 Corbin Exteriors Llc 1115 Southview Blvd South St Paul MN 55075 (651) 760-3116 Applicant/Permitee: Signature Issued By: Signature PERMIT City of Eagan Permit Type:Plumbing Permit Number:EA140620 Date Issued:01/06/2017 Permit Category:ePermit Site Address: 774 Golden Meadow Rd Lot:2 Block: 1 Addition: Laurent 1st PID:10-44550-01-020 Use: Description: Sub Type:Residential Work Type:Replace Description:Water Heater Meter Size Meter Type Manufacturer Serial Number Remote Number Line Size Comments:Please call Building Inspections at (651) 675-5675 to schedule a final inspection. Carbon monoxide detectors are required within 10 feet of all sleeping room openings in residential homes (Minnesota State Building Code). Fee Summary:PL - Permit Fee (WS &/or WH)$59.00 0801.4087 Surcharge-Fixed $1.00 9001.2195 $60.00 Total: I hereby acknowledge that I have read this application and state that the information is correct and agree to comply with all applicable State of Minnesota Statutes and City of Eagan Ordinances. Contractor:Owner:- Applicant - Amy B Zenda-johnson 774 Golden Meadow Rd Eagan MN 55123 (651) 325-8927 Benjamin Franklin Plumbing 5718 International Parkway New Hope MN 55428 (612) 238-9709 Applicant/Permitee: Signature Issued By: Signature