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1273 Wilderness Curve • CITY OF EAGAN 3830 Pilot Knob Road, P.O. Box 21-199, Eagan, MN 55121 PH O N E: 454-8100 BUILDING PERMIT Receipt# To be used for Est. Value Date ,19 Site Address OFFICE USE ONLY Lot Block Sec/Sub On Site Sewage Occupancy . MWCC System 2oning Parcel No. On Site Well (Actual) Const ¢ Name City Water (Allowable) W PRV Required # of Stories 3 Address ~ City PhOne Booster Pump Length Depth , o Name S.F. Total Footprint S.F. ~ Q Address °C City Phone APPROVALS FEES F W Name Engr./Assess. Permit U~ AddresS Planner Surcharge Q W City Phone Council Plan Review Bldg. Off. SAC, City I hereby acknowledge that I have read this application and state that the VarianCe SAC, MWCC information is correct and agree to comply with all applicable State of Water Conn. Minnesota Statutes and City of Eagan Ordinances. Water Meter Signature of Permittee Road Unit A Building Permit is issued to: Treatment P1 on the express condition that all work shall be done in accordance with all Parks applicable State of Minnesota Statutes and City of Eagan Ordinances. TOTAL Building Official - Permit No. Permit Holder Date Telephone # Plumbing V CI' ~i! , / H.V.A.C. Electric Softener Inspection Date Insp. Comments Footings I Footings II Foundation 411 Framing P~ Roofing 7 619 Rough Plbg. Rough Htg. Isul. % Fireplace FinalHtg. Final Plbg. Bldg. Final Cert. Occ. Temp. LP Deck Ftg. Deck Final Well Pr. Disp. . . • PERMIT # PLUMBING PERMIT RECEIPT # CITY OF EAGAN 3830 PILOT KNOB ROAD, EAGAN, MN 55122 DATE: CONTRACT PRICE: PHONE: 454-8100 Site Address BLDG. TYPE WORK DESCRIPTION Lot Block Sec/Sub Res. New Mult. Add-on ~ Name Comm. Repair m Address Other c City Phone ZZ-1-522 RES. PLBG. ONLY - COMPLETE THE FOLLOWING: NO. FIXTURES TOTAL Water Closet - $3.00 $ 61 Name Bath Tubs - $3.00 3 Address Lavatory - $3.00 p City ~ Phone Shower - $3.00 Kitchen Sink - $3.00 FEES Urinal/Bidet - $3.00 COMM/IND FEE - 1% OF CONTRACT FEE Laundry Tray -$3.00 APT. BLDGS - COMM RATE APPLIES - Floor Drains -$1.50 TOWNHOUSE & CONDO - RES. RATE APPUES Water Heater -$1.50 MINIMUM - RESIDENTIAL FEE - $12.00 Whirlpool - $3.00 MINIMUM - COMM/IND FEE -$20.00 yL-Gas Piping Outlets -$1.50 STATE SURCHARGE PER PERMIT - .50 (MINIMUM - 1 PER PERMIn (ADD $.50 S/C IF PERMIT PRICE GOES Softener -$5.00 BEYOND $1,000.00) Well - $10.00 Private Disp. - $10.00 Rough Openings - $1.50 SIG ATURE OF PERMI EE FEE: "R STATE S/C: S Z' FOR: CITY OF EAGAN GRAND TOTAL: ~-S' SU PERMIT # MECHANICAL PERMIT CITY OF EAGAN RECEIPT # 3830 PILOT KNOB ROAD, EAGAN, MN 55122 DATE: CONTRACT PRICE: PHONE: 454-8100 Site Address ' ~ - ' ~ ` ° BLDG. TYPE WORK DESCRIPTION Lot Block Sec/Sub Res. New ..:•,cCyZ7/ ;r-- Name ~ • Mult Add-on . -4 Comm. Repair ~o Address Other c City Phone "'y IT-L FEES ~ Name RES. HVAC 0-100 M BTU -$24.00 c Address ADDITIONAL 50 M BTU - 6.00 p Ciry Phone (RES. HVAC INCLUDES A/C ON NEW CONSTRUCTION) GAS OUTLETS (MINIMUM - 1 PER PEkMln - 1.50 EA. EE TYPE OF WORK qp Mg~GS. FE COMM. RAE A PLIES Forced Air !-M BTU TOWNHOUSE 8 CONDOS - RES. RATE APPLIES Boiler M BTU MINIMUM RESIDENTIAL FEE - ALL ADD-ON & Unit Heater M BTU REMODELS - 12.00 Air Cond. M BTU MINIMUM COMMERCIAL FEE - 20.00 STATE SURCHARGE PER PERMIT - .50 Vent. CFM (ADD $.50 S/C IF PERMIT PRICE GOES Gas Piping Outlets # o`~ BEYOND $1,000) Other , ~ FEE: S/C: SIGNATURE OF PERMITTEE ~ TOTAL: 6ti,'< ~ FOR: CITY OF EAGAN CASH RECEIPT CITY OF EAGAN 3830 PILOT KN0,13 ROAD EAGAN, MINNESOTA 55122 DATE RECEIVED ~ ~ . . FROM =y: , AMOUNT $ •j & DOLLARS oo T ~ CASH CHECK FOR ~ RUND CODE AMOUNT Thank You BY White-Payers CoPY ' Yellow-Posting CopY Pink-File Copy BLDG. PERMIT N0. - / 72~ , z ,rmI'~`-' 01-3210 Bidg. Pe: 01-3422 Plan Check ~ 01-3445 Surch./Adm. 01-3446 SAC/Adm. 01-2155~ Surcharge ; 17-3860 Road Unit s 20-2275i SAC 20-3865 Water Conn. ~ 20-3868 Water Trmt. ~ 20-3716 Water Meter ~ - ~ 20-2252 Acct. Dep. 1 20-3713 Water Permit ~ 20-3743 Sewer Permit i 1 79-3866 Sewer Conn. , I 11-3855 Park Ded. ~ TOTAL CITY OF EAGAN 3830 Pilot Knob Road, P.O. Box 21-199, Eagan, MN 55121 PHON E: 454-8100 BUILDING PERMIT Receipt # To be used for Est. Value Date R;G'['OBUR 27 19 Site Address Cl Pb" OFFICE USE ONLY Lot Block ' Sec/Sub. 1 ~ ~ ~ On Site Sewage ; Occupancy MWCC System Zoning Parcel No. On Site Well (Actual) Const vi) i ~ Name jNL City Water ; (A1lowable) ~ n W z Address 1513£+ , PRV ReQuired # of Stories , .=~.i..AXtk, tfV~ ; Booster Pump Length J ~ ° Ciry Phone Depth , o Name A: S.F. Total Footprint S.F. ~ a Address 10 °P` City Phone APPROVALS FEES ~w W¢ Engr./Assess. Permit %t ~ SU W Name v'v.CKI ~ Planner Surcharge _ z. Address • 293.75 ~ W City • Phone Council Plan Review Bldg. Off. SAC, City Variance SAC,MwCC 525•OU 1 hereby acknowledge that I have read this a lication and state that the information is correct and agree to Fomplywith all applicable State of Water Conn. 525.00 Minnespta Statutes and City of Eagan Ordinances. Water Meter 67.00 . Signature of Permittee Road Unit 305.00 A Building Permit is issued to: '-``~gSOH INL Treatment P1 LO(M)•00 on the express condition that all work shall be done in accordance with all applicable State of Minnesota Statutes and City of Eagan Ordinances. Parks TOTAL ~~~7. ~'i Building Official ' r (I.er#ifiratt uf Mrrupttnry Citp of Cagari Erpartmmf o# luilbing j.prriinti This Certiftcate issued pursuant to the requirements of Section 306 of the Uniform Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances of the City regulating building construction or use. For the following.• Uae Classification Bldg. Pormit No. - Oocupancy Type Zoning Distrid Type C.U. Owner of Building Address i i dE` Building Addresa ` . ' , l.oality : i?::i18Y" ' {~Jq 1~~` mk: Building O(ficiel , I POST IN A CONSPICUOUS PLACE CITY OF EAGAN Permit No: Date: I 1-I2-E7 ' 3830 Pilot Knob Road Meter No: ~ f Size: ~ P.O. Box 211;'~ " Reader No: (.000 Date: 21 U Eagah, MN 55121 ~~;:~.;,.ni=Fecierso~i.: ?z:c. Owner. SiteAddress: 1273 `1ilderness Cur.ve L1' ilil<'erness Podds Plumber. P1j_u1T1U1.A'~~ W.!:hc . Conn. Chg: i ZMzihutIlitiP.3 Acct. Dep: ~~~c2f(~t~t;* 1 Permit Fee: l~? • ~~o Surcharge: . 5'b~r11 II[? FI) QfejAWply with the City of Eagan Tr. Plant 1 • : ~ OrdfMeter. Misc.: BY WATER SERVICE PERMIT . _ . . . . CITY OF EAGAN Permit No: Date: 3830 Pilot Kni.b Road Meter No: Size: P.O. Box21199 Reader No: Date: EagarN MN 55121 Owner. '~V•Llila.T.'C:~G'.rSo,i, .Lnc. SiteAddress: 1213 S•7ilderuess Curve :..1<, ?32 tr:i1derness Podds Plumber. `-'i.U e-i.1um i:I:-/70 1,1zs011 "xc. Conn. Chg: 5 2 5• 0, 0 ~Y7 2oning: Acct. Dep: 13 •00pd No. of Units: ~ Permit Fee: 10• Oflnd Surcharge: 54Pd I agree to comply with the City of Eagan Tr. Plant 130. QOQd Ordinances. Meter. (~-'Ar,d Misc.: . ' _ By WATER SERVICE PERMIT CITY OF EAGAN Permit Na Date: 3830 Pilot Kyipb Road B/P No: y Date: 1'J'27'~ ~ P.O. Bqx 21'C99 ` Esgqn,,MN'S`5121 Owner. ~`zuur.--Pedezsc:? SiteAddress: ;2- 7" GTi,l,uczaess Cvrve I.1;)' c,Ll.dez,es:.; eL., ; ' Plumber. Peine,, MWCC: 525' 0~'pd Zoning• ~ Ciry Chg: vv' No. of Units: ~ Acct. Dep: 15. ~opd Permit Fee: 10 . 0.30 I agree to comply with the City of Eagan : Ordinances. Surcharge: ~ ' Misc.: By ~ SEWER SERVICE PERMIT ' _ ..a..~~.,.~ uo.. ~_2- . ~ ~ CASH RECEIPT ~ : CITY OF EAGAN 3830 PILOT KNOB ROAD EAGAN, MINNESOTA 55122 DATE 19 ~ RECEIVED FROM ~~-r T' Cy..~. OUNT $ l l ov & DOLLARS ~oo F-1 CASH CHECK FOR ~ ~ 23 FUND CODE AMO INT / O . ~ 7/ lCJ OC~ Thank You B N~ ~ 790 ~ 6 ~ White-Payers Copy Yellow-Posting Copy Pink-File Copy REQUEST FOR ELECTRICAL INSPECTION .r« Ee-ooooi-os , See instructions for completing this form on back oi yellow copy. -"6-10 5 0 "X" Below Work Covered by 7his Request kim Hdd Rep. Type ot Building Applionces Wired Equipment Wired Home Range Temporary Service Duplex Water Heater Liyhtiny Fixtures Apt. Building Dryer Electrie Heatin Commercial Bldg. Furnace Silo Unloader Industrial Bldg. Air Conditioner Bulk Milk Tank Farm Othr.r SPeci Y Other (Specify) t er Specify Other OthLr vmpute lnspection Fee Below M Fee ServiceEntranceSize # Fee Feeders/Subfeeders # Fee Circuits U to 200 Amps 0 to 30 Am 0 to 30 An s Above 200 Amps~ 31 to 100 Amps 9-6-- 31 to 100 qm s Swimming Pool Above 100_Amps Above 100_Amps Transformers Irrigation Booms Partial-"Other Fee Signs Speciai Inspection S Rerm rks ~j S TO ~ T Rough-in Date i the ical ~ ~ d nspector, hereby Final ertify that the above _ D11%,~ inspection has been made. fhis request vofd 18 months from This request void /.~`p~ ~ 18 months from o D -6 10 5 0 Request Date ~ Fire No. Reqgh-ei~n~lnsper.tion ~Ready Nowy~Will Notify Inspec- ,2~ 7 KYes ? No [or When Ready Licensed Electrical Contractor 1 hereby request inspection of above Owner electrical work installed at: Street Addr s, Box or Route No. C i1Y 1 z 3 , =1~~ ~ ss c~.wJ< ~~6~441 ecuon o. Township Name or No. Range No. County k-?4~~~al OccuGant (PRINT) Phone No. D ~r Power Supplier Address d4A-'37~0 7~l'tG Elect cal Contractor ICompanY Nam ~ Contractor's Lyeen2N~ ~i°~ Maili g ddress (Contractor or O/wneMaking Instailation) /v~ Y.7.Sr ~ U~ ~ Autho zed Signature o actor/O e Installationl Phone Number ~ e-lZz- MINNESOTA STATE BOAflD OF ELECTRICITY TBEHAISCICEPTEDNSPECTION REQUEST WILI NOT BY THE STATE BOARD Griggs-Midway Bldg. - Room N-191 UNLESS PROPER INSPECTION FEE IS 1821 Universitv Ave.. St. Paul, MN 55104 Phone (612) 642-0800 ENCLOSED. CITY OF EAGAN NO;. 14 3 5 7 3830 Pilot Knob Road, P.O. Box 21-199, Eagan, MN 55121 - BUILDIAG PERMIT PHON E: 454-8100 Receipt To be used for SF DWG/GAR Est. Value $128,000 Date OCTOBER 27 19 87 Site Address 1273 WILDERNESS CLiRVE OFFICE USE ONLY On Site Sewage Occupancy R3 Lot 18 Block 2 Sec/Sub. WILDERNESS PONDS MWCC System X Zoning R1 Parcel No. On Site Well (Actual) Const Vn oc Name OZMtiN-PEDERSON INC City Water X (Allowable) Vn z Address 15136 GALAXIE AVE PRV Required X # of Stories ° City A• V• Phone 431-5000 Booster Pump Length 7 1 Depth 62 , p Name $.AMF. S.F. Total Footprint S.F. ~ Q Address ~ City Phone APPROVALS FEES ~Q Engr./Assess. Permit ~ 587.50 Wu WWName 64.00 _ Add~ess Planner Surcharge ~ Q W City Phone Council Plan Review 293 . 75 Bldg. Off. SAC, City 100. 00 I hereby acknowledge that I have read this ap ,tlication and state that the Variance SAC, MWCC 525.00 information is correct and a ree to ~omply wih all applicable State of Water Conn. 525.00 -gj Minnesota Statutes and C. f Ea n Ord* an~~~f / Water Meter 67.00 Signature of Permittee XA Road Unit 305.00 A Building Permit is issued to: OZ.MUN-PEDERSON TNC Treatment P1 180. 00 on the express condition that a work shall be done in accordance with all applicable State of Minneso atutes and City f Eagan Ordinances. Parks TOTAL $2,647.25 Building Official ~ . 1987 BIIILDING PERMIT gPPL ATION - CITY OF EAGAN SINGLE FAMILY DWELLINGS INCLIIDE 2 SETS OF PLANS, 3 CERTIFICATES OF SIJRVEY, 1 SET OF ENERGY CALCULATIONS NOTE: ADDRESSES FOR CORNER LOTS - CONTRACTOR/HOMEOGTNER MIIST DESIGNITE WHICH ADDRESS IS DESIRED. NO CHANGES WILL BE AI.LOWED ONCE BIIILDING PERMIT IS ISSIIED. MOLTIPLE DWELLINGS - RESIDENTIAL RENTAI. UgdITS FOR SALE IJNITS • INCLUDE 2 SETS OF PLANS, CERTIFICATE OF SIIRVEY - CHECK WITH BLDG. DEPT., 1 SET OF ENERGY CALCULATIONS COMMERCIAL " INCLUDE 2 SETS OF ARCHITECTURAL & STRUCTURAL PLANS, 1 SET OF SPECIFICATIONS AND 1 SET OF ENERGY CALCULATIONS, $2,000 LANDSCAPE BOND rd~; U 0(:~.. ~ 31~ To Be Used For: SFD Valuation: ~ZgJ~daL)~ Date: _ Oct 29, i987 Site Address 1273 Wi 1 dernPSS urvP OFFICE USE ONLY Lot 18_ Block 2_ On Site Sewage Occupancy MWCC System Zoning 12,- 1 Parcel /Sub W i 1 r1 P r n P sc P n n rl c, On Site Wel l Type of Cons t City Water ~ (Actual) v- N Owner Ozmun-PPdercnn,, Tnr_ (Allowable) -N~ # of Stories Address 15136 G a 1 a x i av PLength 7-T- Depth 6~- City/Zip Code App1 e V a 1 1 P,y, M N 5 51 ? S.F. Total Footprint S.F. - Phone 4 31- 5 0 0 0 iPPROVALS FEES t. Contractor 0zmun=Pederson. Inc. Assessments Permit 750 Water/Sewer Sureharge 64,00 Address 15136 G A 1 a x i e A v P Potice Plan Review 29.,l Fire SAC, City ~ 00,00 City/Zip Code Ap,q 1 e V a 1 1 ey _ M N 5512 Engr SAC, MWCC 5 5, a0 Planner Water Conn _ 7_S,DD Phone 431-5000 Council Water Meter 6r?. co Bldg Off Road Unit 305-00 Areh./Engr. APC Treatment P1 $0.00 Variance Parks Address Copies TOTlI. City/Zip Code f~ Phone # A. Z2~/zX2~ 63D , w 1 - I ~z x J) - ~ y~ X t 2= r°i'~ ~ 2 ' H ou~€ `~9 x ys'%,~ Z Z ~o l 6 x/~~ ~l 9 z) 19 I~ ~ s~~ i~o95y Pbe- c.H x~2~ I9 2x44 y= 1 2- 7 ; 0, , ~ 4 6 ° U U , ~ ?q+ ~ (i U lJ - 0 0 rl d U U + 3U~,)• UU-r ~t;U•UU~- , I 2 t; 47 > I • Ozmun - Pederson, Incorporated Average "U",Computation Job Site Address Z7 3 (_!J / L jJ~e_M----z~ Lega1 Description: . LotBlockAddition Date 4Z7 97 AVERAGE LINEAL FEET OF • EXPOSED WALL AREA ABOVE GRADE Main Level Lineal*tt of framed wall above grade/tq~-x height of wall Second level Lineal ft of framed wall above grade x height of wall = Vaulted Area Lineal ft of framed wall above grade x height of wal l OB ~ Rim Joist ArO-a Lineal ft of rim, 1~x height of rim--L_=Z-d 41 b Lower level Lineal ft of framed wall above grade87;Zxheight of wall g=7V~ Lineal ft of framed wal l above grade_J_Lx height of wal l, Lineal f t of . masonry wal l above grad egz,Sk hgt habove-.; grade-j--= -z, Total wall ar.ea.abQVe grade including windows and doors WINDOWS : Brand and Type ZC'Z,[ GLA'V e-L..A'1 e:.T"V Area x v lue sq. f t. XltU il ~ Z sq.ft. ,Z x liUil~_- z 1 /~~~sq . f t . x li U il _ sq._ft. X ifUll C. sq.ft. x "U" _ '2,~ 7_43-C - 2, sq, ft. XU~~ - Z,3 ~ 10¢2 - ~ G-' sq.ft.~~~x U~~ z4-.¢Z - I sq.ft. ~.'7 X iiU„~= Z.7S 7 -63g - J~ sq.ft.~ ' x t2GC.E sq.ft. xfoUll ~ X 11 T711 .~i - jr 7iv G/ &Ctjs CJq • ft. 1 sq.ft. 3. ¢ X ~~U11~_ Z/ ~-f3 sq. ft. "Z 4, 8 X~~U" 3,3 ,f U~~ sq.ft. x DOORS : Area x"U" value 2' Z5, SD 3 TCEL sq. ft O X" U~~ z~ -o reie-L sq. ft 2/, 8o XItUll 3 ° Z.R 3 x " U~~ • 3 1 /'p.9g" w sq.ft. x itUil _ . . /ol.~0 OPAQUE WALL•CONSTRUCTION:..,Area x"U" value : Framing members sq.ft 70/,58 x "U" ,Og2-= .s3 Framed wall sq.ft / $ ]4.Zt. x "U".04-1= Rim Joist Area sq, ft / 8 q- = o x"U" ey = : Masonry wal l. . sq. f t 20 5 x"U" , p = g, B 3 . z2gZ.30 6,6, Z Total wall area including Windows and Doors a. b Tatal ( U) Values b. 2 3/i 8'7 = Avg."U" . CS Divided by total wal l area a.?_.~~~ ~ ~ AVERAGE "U" Niinimum .ll or less for 1& 2 family dwellings ~ . . ; , . . . - - . . . . . R-vaive " Tap MING MEMBERS IN~WALLS • ' • • View . . FRA; . , . yALL SECTI01v5, ExteriQr . ~ - 10mEt .'Use '10% ' ~ . • , ~ . . 01' Opaque I ' Nr~ S3d1flg , : ? 7' * . W~~~ ~ ~ 7.~. wall fllreEt I ~i ~ . , • ~ .r . . . . ' < i'or L'rauif n n f. Sheathing '~.Z'.5~'~j Z~ Z. D 6. ' meabors ~ _ , ~y 6~7 S soft woad' S'. : ' ~ . . . • , . • . dxy wall ..45 . - - ~ -InCerior sir film .68 - - ~ . . . . . TOTAL R= ~ Z.!j S S . . U ,-.1/R ' . . . . • U ~ . . . . . . . , . ` . ' . • . . , FRAMED WALL ~ . . Exterior sir,film ~ . . ,.17 _ . Siding 5 ?''~,~-L- ~'`J,/f~PCN? J. 6 Sheath3ng Z'S~3 Z Z• O~y , y . ~ batt insulation ~ ~ , • ~ _f ~ , dry wall . 45 ~ . ' Interior air film ' . , . ~•68 . • ' , . . . . ' TnTAT. R ' U a l;R ' • ' U.a • Q~l. ......RIM Exterior air film ..17 ' . . • • Siding S T~'Z wJ/.OV7}rY~ • . ~ . _ • ~ ' • . ~2.0~ Sheathing Z ~~'~?'Z ~ _ s• ~,r,,,_, . ~ • . 1.88 115" 'sott wood - ' - • ~ ~ _ . . . !Q . . . . ~ . . . • . • ' , . Inrerior air film, 6..- $ . , . . , . • ~ . . . ~ T01'AL R = 2 S ~ . ' u s:]JR.~ • ~ U.M. ~ . . . , . . ~ . ~ MASONRY ,WAL_j,,,_ ~ . 1 . . ..a+.....~ ' . ` ' . . • ' ' . . : . . Exterior sir film ...-----17 , , ' . , 12" concrete block : , . ...__....._..........~._._..r.-.-.-%- . . 'tf • ~ _ • Insulation ~ ~ l - R ~.~4 1 D / ~ - _ . _ ~ _ • - « . _ - . • , . . Irterior atr film •h$ . , . ^ • . ; ( 2 ) . ~ . TOTAL R m q~ ; ~ ~ ~ . ~ . . . . . _..r~£.~:t~'?:.~._: t _::i...,..i r~...,-~ ~ ' ; . . . , . . " . ",:..YJ:3a.1o61:.Y;b1°~~~~':ss:Y~:tiCdi'.~'.~c ~ ~ _~~.;aa.w.,..3:u~.rv: . s: ri~. a: 1 ~aa Sl..~~i_~_ i:.__. . . ' . - _ - - - - - _ - - - .10 for all other construction NcYfF: l.f averaYe. "L'" va].ues As calculated above do not meet the Engergy Code requirements, th "A 1 t c rna te: Fn ve ] ope Des,ignas i.ndicated on Page 5 may. be used. `('3 ) ~ . . . ROOF CEILING . . . . ~~~i•' . . ' . - . . - . : . . Outside sir film .61 ~,c"~.~• . f. _ Ins.ulation _ ~L.1.i ~ „ nryw8ii .45 . ~ ~ ~ Interior six £ilm. _ .61 ~ TOTAL R _._._.1 J... Z, . U e 1/R U = . • - : Outside air film - 61.. . Insulation : _ . . . - • - . - Drywall .45 ~ ~ ~ ' - ' - Interior air film .61 TOTAL R = . - , . U=lIR U° Outside air film _ _ . .1.7_... . _ . Bni t iin .suDf.311P - Insulation - - - , . . • r . . 1 ~f ^ t ; Wood decking : Interior air -film .61 , . , l , _ - / i : TOTAL R = f , . ~ = U = . _ U 1/R ROOF/CEILING:" . TOTAL AREA: sqo f.t. x sq. a`~: (U)(A) Aetail' r.eference (L') (p) nU~i - x sq. ft. ~ f,rom aboye. (U) (A) Describe openings. , nUn __x sq. f t. a (U) (A) 'in raof . ~~U~~ x sq. ft. s-----'-(11) (A) uUn x sq. f t. ~~Un X Sq. ft.: a (U) (A) IM (Lt) (A) U x sq. f t. , . TOTALS sq* ft. ~ (U) TOTAL '(U) (A):. `VALUES. nIVIDED BY TO't'AL POOF/ s AVG. L , CEILI;N(;. AREA , ' ~ . Y'. . . , . . . `AVE1tA(:E ,"[t". . : .QS, for ventilated roofs. ` .10 for all other construction Code requirements, th ~ t the Engergy Nq'fF: l: E awlraYe „t.,l . va],u.e.s as calculated, above do not mee "A ~ t c rna te: i:n vel ope Des,ign'l as indicated on Page 5 may, be used. ~ `(`3 ) CITYOF EAGAi~ * ~°F * . * APPROVAL OF PERNIIT. ~ ~ APPLICATION FOR PERMIT * • . INSPDCTION oF SEWM ADID/OR WAM INSTAmATIONS WIIZ NOT BE S(mm- * SEWER AND/OR WATER CONNECTION ~~m Lwm PE'MIT HAs Bm * - . * APPRWID. ~ _ Please Print) ~ 1) PROPERTY ADDRESS : fd2 7_~? LEGAL DESCRIPTION: a C2Jr~i~,~~--hesr ~i~r,~• ~ Lot Block Subdivision or Tax Parcel ID ) . IF EXISTING SZRL'CILIRE, DATE OF ORIGINAL BL'ILDING pERNLIT ISSL'AIVCE: . ' ~ , (Nbn )tear) . PRESENr ZONING/PROPOSID LSE: Q COI"A'MCIAL/RETAIL/OFFICE ~ R-1 SINGLE FAMILY INIDL'STRIAL ~ R-2 DLPLEX (Zwo L~nits) n INSTIZT.;TIONAL/GOVERNNIENT ~ R-3 MWNHOL~SE (Three + Units Units ) R-4 APARTNEVT/CONIDOMINIL'M ( Units ) 2 ) wnzjA(w_-FV2 IVANIE: ~ ADDxESS:_ CITY, STATE, ZIP: 7VE - , PHONE: IO . 3) • y Ao For City Use . - NAME : Plumbers License : ADDRESS: Active CITY, STATE, ZIP:__ S-S"' U E~cpired Not recorded PHONE: 4'p..~ MASTER LICENSE# z- Staff Initial 4) • ~ i~• . ~ NAME= e.- _ ADDRFSS : 0J CITY, STATE, ZIP: PHONE: ~S~ 3/- S-v b ~ ~ •5) v ~ a- • : ~ • o• - ' ~CONNECrION 7O CITY Sb'WII2 ~ CONNDC,TION TO CITY WATER ~ 0THER : 6) l _ • i~ PLF.A.SE HOLD APPROVFD PEf2MIT FOR PICK-L~P BY ONE OF ABOVE - PLEASE L APPROVED PERMIT ZO 1, 2, 3 4, ABOVE • (Circle one) 7) r u• ' ^i/ o4-7 ' • '1: ~ Y' ~ I: M ~ ~ • I' • ~ " ~ I:,+• i~ YDI' • ~ • DI• • ' D~ • ~ ~ ~ ' R~ • 1~ I ! ::r M:l• •,t1~~ 1 1 1 :A' • ~ •1 :r • . FOR CITY USE ONLY . ~ ; PERMIT # ISSUED Pd w/Bldg. Permit FEES: _ $ S ,f0 - 5-7D SEWER PERMIT (INCLLDE SL'RCHARGE) $ $ ~D • S~ WATER PERMIT (INCLUDE SL'RCHARGE ) $ ~7'0 a $ WATER METER/COPPERHORN/OL'TSIDE READER $ $ WATER TAP (INCLLiDE CORPORATION STOP) $ $ SEWER TAP $ $ ACCOLNT DEPOSIT - SEWER $ S 1J `O-D ACCOLNT DEPOSIT - WATER $ $ WAC $ $ SAC $ $ TRLNK WATER ASSESSMENT $ $ TRLNK SEWER ASSESSMENT $ S LATERAL BENEFIT/TRLNK SEWER . $ $ LATERAL BENEFIT/TRLNK WATER WATER TREATMENT PLANT SLRCHARGE $ $ OTHER: $ $ TOTAL . 79 i~~z~ RECEIPT REC IPT DOES LTILITY CONNECTION REQLIRE EXCAVATION IN PUBLIC RIGHT OF WAY? a YES IF YES, THEN A"PERMIT FOR WORK WITHIN PLiBLIC II Q ROADWAY" MUST BE ISSUED BY THE ENGINEERING NO DIVISION. LIST AS A CONDITION. SUBJECT TO THE FOLLOWING C%ONDITIONS: APPROVED BY: TITLE: DATE : 1'iLA 1 UNDERGROUND SPRINKLER SYSTEM PLUMBING PERMIT Date: ~ qaZ Permit # Date a-- Receipt # ( 00 _ Commercial: $25.50 + water tap if required. (City installs all taps up to 1"). If adding new service, a water permit will be required, as well. _ Existiniz residential: $15.50 (Plumbing permit not required if backflow preventor was previously installed). _ Residential developments: Fee to be determined by building inspections department. May require payment of water permit, plumbing permit, WAC, and water treatment plant fees. ~Luo°°~ (Address to be sprinklered) Homeowner/PQ~- qatV I A wr Phone Street Address: ~ ~ t?d ~ City, State, Zip: 7U.~'11,~r--- ~ G~ c/ / bi ~ ~C~ Street Address: rC1f y` i'j`v~--~~'t,~- Phone Irrigation Contractor: G? J/f ~ ~ Phone 6 -S 97 " 7 2 0 I hereby acknowledge that I have read this application and state that the information is corr ,Lnd agree to comply with all applicable City of Eagan Ordinances ~ ~ 1 cc: Engineering Department , - RESIDENTIAL ~ BUILDING PERMIT APPLICATION CITY OF EAGAN 3830 PILOT KNOB RD, EAGAN MN 55122 ~b 14 G r~ 651-681-4675 ~01 New Construction Reaulrements RemodeURepair Reauirements • 3 registered site surveys showing sq. ft. of lot, sq. ft. of house; and all roofed areas • 2 copies of plan (200/o maximum lot coverage allowed) • 1 set of Energy Calculations for heated additions • 2 copies of plan showing beam & window sizes; poured found design, etc.) • 1 site survey for exterior additions & decks • 1 set of Energy Calculations • Indicate 'rf home served by septic systam for additions • 3 copies ot Tree Preservation Plan H lot platted after 7/1/93 . Rim Joist Detail Options selectbn sheet (bldgs wfth 3 or less units) DATE JIV I PZ VALUATION GO _oc, SIT~DRESS I 2 3 f~ IL ~ N~S CU 1~V E MULTI-FAMILY BLDG _ Y~ N T Y P E o~~ 4- F I R E P L A C E( S) _ 0_ 1_ 2 , APPLICANT A"K_91CANJ RU ILfl W& CD IV STREET ADDRESS Ni (8 LULr A-VL SZ) cmr Ev .IJjV i1.vSTATE l"' & ZIP SS 3 TELEPHONE # 701-A S~ CELL PHONE #9S2-`Z"IZ-IyS_9 FAX # 9SZ - 7aT?-9925 PROPERTY OWNER PAV L ~b LP 6A,Pra TELEPHONE # 6rI-11!K4" o(,0 COMPLETE THIS SECTION FOR "NEW" RESIDENTIAL BUILDINGS ONLY Energy Code Category _ MINNESOTA RUI.ES 7670 CATEGORY 1 MINNESOTA RULES 7672 (4 submission type) • Residential Ventilation Category 1 Worksheet Submitted • New Energy Code Worksheet Submitted • Energy Envelope Calculations Submitted Plumbing Conhactor: Phone # Plumbing system includes: Water Softener Lawn Spruikler Fee $90.00 Water Heater No. of R.I. Baths No. of Baths Y Mechanical Contractor: Phone # Mechanical system includes: Air Conditioning Fee: $70.00 Heat Recovery System Sewer/Water Conhactor: Phone # I hereby acknowledge that I have read this application, state that the information is correct, and agree to comply with all applicable State of Minnesota Statutes and City of Eagan Ordinances. Signature of Applicant OFFICE USE ONLY Certificates of Survey Received _ Tree Preservation Plan Received _ Not Required _ Updated 4l02 , OFFICE USE ONLY - ; ? 01 Foundation ? 07 05-plex ? 13 16-plex ? 20 Pool C] 30 Accessory Bidg ? 02 SF Dwelling ? 08 06-plex ? 16 Fireplace ? 21 Porch (3-sea.) ? 31 Ext. Alt - Multi ? 03 01 of _ plex O 09 07-plex ? 17 Garage ? 22 Porch/Addn. (4-sea.) ? 33 Ext. Alt - SF ? 04 02-plex ? 10 08-plex ? 18 Deck ? 23 Porch (screened) 11 36 Multi ? 05 03-plex ? 11 10-plex ? 19 Lower Level ? 24 Storm Damage ? 06 04-plex ? 12 12-plex Plbg Y or _ N ? 25 Misceilaneous ? 31 New ? 35 Int Improvement 0 38 Demolish (Interior) ? 44 Siding ? 32 Addition ? 36 Move Bidg. ? 42 Demolish (Foundation) ? 45 Fire Repair ? 33 Alteration ? 37 Demolish (Bldg)* ? 43 Reroof ? 46 Windows/Doors ? 34 Replacement *Demolition (Entire Bldg only) - Gtve PCA handout to applicant Valuation Occupancy MC/ES System Census Code Zoning City Water SAC Units Stories Booster Pump Nbr. of Units Sq. Ft. PRV Nbr: of Bldgs Length Fire Sprinklered Type of Const W idth REQUIRED INSPECTIONS ' _ Footings (new bldg) FinaUC.O. Footings (deck) FinaUNo C.O. _ Footings (addition) _ Plumbing _ Foundation HVAC _ Drain Tile Other Roof _ Ice & Water _ Final _ Pool _ Ftgs _ Air/Gas Tests _ Final Framing _ Siding Stucco Stone _ Fireplace _ R.I. _ Air Test _ Final _ Windows (new/replacement) _ Insulation _ Retaining Wall Approved By , Building Inspector - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - = - - - - - Base Fee Surcharge Plan Review MC/ES SAC City,SAC Water Suppiy & Storage S&W Permit & Surcharge Treatment Plant Plumbing Permit Mechanical Permit License Search Copies Other Total i . ; ,.s•- r ~ t ll/!( yt\k ~ii~' /1 1\\ is=i;~ 111y '11i1 /!1/ .;`ts~~~~•,t3~,s ! 1 ,f~,~ f~... ~ il'.: ` ,ft,,. . .yy,r: ~ . .~~'yt~,'h+ . 5 F 7 : ? +ti,e fe'"~ ~i ~ ~ ~ ~ + ~~~r . , niw y ? ~ s ~i'? , ~ . i~~+jd+'f : • 1 , :s s~~. ,,.y,, • ~ / ' ~ ~ ~ . . . r . . ~ d~l ~s;, • W :?N' • u„+ CERTIFICATE OF CODE COMPLIANCE _ , Statement of Wood Truss Design: /J'A,2~' a>- t. Project: ~~.Z- ~~,~2 f~, .a. . . Location: /oz ° 3 1 lf..i Truss Supplier: STRUCTURAL COMPONENT SUPPLY CO. i...... Cannon Falis, Minnesota =7 ' r ; ~ : w.. ' ' ~ '^r, Top Chord Live Load: P.S.F. Truss Spacing Top Chord Dead Load: LQ P.S.F. ~ in. O.C. x Bot. Chord Dead Load: _le P.S.F. TOTAL LOAD: 60 P.S.F. n. This is to certify that trusses supplied by STRUCTURAL COMPONENT SUPPLY CO. for the a bove projec t are designe d wi t h t he in dica te d l o a d s i n a c c o r d a n c e w i t h t h e l a t e s t e d i t i o n s of the National Design Specifications for Wood Construction and the Design Specifica- ' tions for Metal Plate Connected Wood Trusses by the Truss Plate Institute, and these ~ designs meet the requirements of "TPI-85", "NDS-85" and "UBC-86" standard 25-17, of the Minnesota State Building Code. Connector piate approvais are as follows: BOCA ~ 82-24, HUD/FHA TCB 17.02, SEB 1031/ICBO 1591, 3907. _ STRUCTURAL COMPONENT SUPPLY CO. assumes responsibility for the structurai ade- f.;~, . quacy of the trusses, provided they are handled and installed properly. The above is a true and valid st ent. CO or RUCTURA111 MPONENT SUPPLY MPANY _ ITS: ~ ; - fs . ' ' ~ ~ .5:~:~\ , . ~ :F, t; 0 ~ KfF i•.'u~~t{ 7 '~5.~ 1,,. ` , '~5:~'~'t~'t~'. I,~f~f r'•,~ h,. ~.s . . t <0000 I STRUCTURAL COMPONENT SUPPLY COMPANY November 20, 1987 Dakota County Lumber Co. 100 5th St. Box 33 Farmington, MN 55024 Attn: Gene Dear Gene, Attached per your request are the structural drawings for invoice #12444, OPI - Aggergaard job at 1273 Wilderness Curve, Eagan. Please forward these to whomever may need them. Sincerely, Robert J. Bidon, Mgr. Engineering Services RJB/ce Enc. 507-283-3311 1029 NORTH 4TH • CANNON FALLS, MINNESOTA 55009 METRO 375-1415 ~ . . , . . . . . . . ' . . . . . . . . . , . . ' . L -i,.riLi~ 1.,;',.'...fi`:i- lr.u . . . - . . F'LF l.o..~iin~3 (1_1 (i) l:..u> ..,Ct: ~.oar~w..~rd. . . . LOd: {C[fat:Cl; . . - . , _ Iterther: F'1-B3 52 '@4 ~1-53 .L-F5 55-°5 Rt-B7 03'c2 c2 .F4 94-53 °n.M o~_P6 C:1!.~.'._ B: 1294$ 31. . NLf lcad: .,0 240~ 240 149 140 240 94 51 91 94 94 91 ~ io.c sFi: u,, L:,e u.e L;.. ihe ure nFaa 45a eEea oF+a ee:e oe:a : L. G. F. : 3. 7 5 s Loed Excep!iens :rt replaceeents (r.at adEition;) t, the lend strwn for tlm zant !nad set. . . ~ " ~*w ~EI'LGCTILIniS (incr-.r-Pd L+y :5'1. +u .;rro rt or ]~jnt =_11pPa~,7.) 1 73 i i4 I i.`• ! T5 I T% I T8 l 14 I ;if I . M r.. ~ ive Load Dcflncvc,n is .48 ai fS I iDri 1ufi7 f93.5'/.98": Fip(cc. i I r S.`~A I r 7r8 I 4 I f!.Sx4 ! 3x4 I r 7;:8 I `,:.6 I r 1.`k4 I 1 Qef l r+ t i cn i s IMn:. Tntal Loatl GG" a.t 75 l_,U.4-~791 (4.:.5 '/-66") . Mrx . rotnl ttor. neilect.ion is .~4" at TI! : B:1Frii I 0-4-7 I 5-5-12 ! 8-1-12 i B-i-l? I£-1-52 I 8--!2 I 8-1-12 I:-`-''? I 4-4-7 I 0•4-7 I . FnRces, Lonns, nnnenirs SiioWra r.*ct_Ow nr:r_ rniz r.Ar_ri ri..r or- rA ~ rLv rnu!as. ? P l. f'9i;"L I 7-8-0 i 4-6-0 I -2-0 f 5-2-0 R -.-G I 5-2-0 ! ( r0 ! 1-8-0 I 1-0-0 I .:.x Mr-_i^r;ER ,r.A t_vsis s;:.. Meaper 'tr: ' ~ ki:~!A Porce le~. Crit N~er Monent lir~dGl L. ~.F`I._'C[c: TS-'(:_>-.:• . 4 t E1-E7 f:N Gr 11^.1 IiN Crnd AS! IprilP ~Er~dl in:2 F.icT-T' ? A5! CS] . ~ . - Tnp Ch~rC=.: . . _ " 1 7l-i2 5.5 ?t -N01 SS "I .tB 2.88 -461 •93 2E72 `I .1F .Fy - T:K T4 15 T5 r? T i, ~ . 2 1 r3 5.: >l •71P0 `9 YS .45 2.88 YS 0 i.^B9 49 .01 -.`3 . ' . 3 ii 1 21 '6266 EI MS .39 {.Il 0 ~20 1516 44 .09 .q . 4 75-TS SS .l ' O51 62 AS .M 9.17 -910 351 1376 54 .08 .51 5 75-T1 . 21 -7051 IA MS .11 4.ll -j51 -oc3 1y64 fi .47 .Si . ~ I. .'?t ~ 5'-6 5.5 ?l -005I tB PP .41 5.17 833 918 BBS 0 05 .49 .I I r,~`• ~~1'•.~ % 6 1o-T7 . 21 -6M3 61 MS .90 4.17 -S16 4 1^9 S 55 .OB .19 7 7-TB . 5.5 21 -7223 59 FS .49 2.69 9 -IIPt :h54 61 .11 .60 • - .~ii ~ , ~'~.5 ~ r•~; B TB'19 :.5 21 -I547 24 FP .14 2.88 1421 'S?I 1116 10 D9 .57 % 4 i4 10 5 5 ^I -7425 ]I tl5 .49 2.98 621 'B:B 1531 51 .H .61 . . ottom Chord-..: L'~ . 1 P1-u2 7._~ :9 615B 79 1 .36 .63 ",B 1181 4859 10 .18 F 2 B2-B3 7.25 9 5341 BS T .21 1z.4? -1782 101A E532 11 .35 .67 , ij • ' ~ t' ' J 'ii T1' `i\~R ( }~l1 j ~ - d C) 32 7.25 19 t'SF 15 T T2 1..92 'l6t77 2361 - 00$ 59 .36 .N 5:•BI 1.:~5 . 19 6550 72 T .38 77.42 61 5I19 5055 IS .19 .58 1 &-53 7 .YS 14 6b31 7: 1 .39 13.~2 -,`,7i9 IE?9 `310 3 . 1 S3 -H5 L25 !0 66?1 1S T .S9 13.92 •~899 9918 -~E03 ` 116 .19 . 1 . 72 5 B`rk6 ~.2 5 ~ SD9 FS T .32 13.92 -9518 1136 P^.6 .3A .6t ~r - ~Y ~ ' ~ . . . . 6 5-F7 7.35 19 8527 20 i .38 .83 -1136 - 192 A?N 90 .IB .55 ~ I I ~F- I ' I 'j 1 87-68 7.25 19 65S{ 59 T .54 .93 535: '4268 5434 IB .!B .;b ~ . 8l~k6i ly~-L, b3 bq ,dEi F; B7 F',i'„i.B 8 . ' 41eb 19rmber5: . 1 ii-N2 5.5 -2`: 59 P? - ~ - . T N2-11 S.5 WF 1732 151 T .09 ' . S I3'93 3.~ H Pdl 98 T .53 44-tt-':i (F't-?fi-iS'., / 83-71 ~.S pF -1v<1 95 IP .46 5 A-P4 3.5 Kf F79 :p0 T .45 . ' b T;-51 E.5 MF ~90 ,1 iP .IO , 7 PI-Tb kF 7+2 110 T .10 ' 8 76-b5 3.5 Ik -4't6 S? IP .Sl . i~~~i~'LTC! : Li-=:-ti4=Si:~.:i i-1 ~ .r-i4-N=-':: 12. 5 i-1 9 BS-77 3.5 1; 23'4 48 T ,99 . ' 10 I)-R8 3.5 11 ?IS+. :91 ? _ It2 TA'P7 0.5 TB-65 5.5 1 YF 22^ JI -i35 54 ~r n: F:~ir~ i 7I ~-i-i I--r_"'-1fi ~ ' -....i:j r ~1 I . E'- ~ ' ~3rs•H7 :.s 1i -?es 4i 62 i~ ,r,.~ . ; fLA- E ~~X S.~ r `~..`..;;b, :~?i 7cr2 i R E,.-T--61i - =;:ih 1 I .,E I_J.X . . Fictitiou_ M.mhers: 'EIC --i~q} f xi 1 ` t .4 I ti c I • F:-t: ± 1F7 I T,=i ! ~ Et-E2 Wi^.th E' Fsrce len. Tv+e N prp MaEt Mo.'.. '1-E2 XidtA E' Fo•ce Len. Tx^e N perp Xo.Et ne.E? - ' - . TO-TL 5.; 1.9 - 9J1 < 1~ ?F82 ?09? 11 iF.-ill 5,5 i.B -e'48 9 i.BH -153 -PNh BU-Bl 7.25 ! 1 61:8 3 BF .81 >.51 -30.2 69-N4 7.25 15; 6594 3 @F .63 3p@ -??U i,E=; Irr~ -;x.-K 2 PLY TFUSS ~,'Er~- ~ E• 2 j 7 j. S 7 , ll-kl t.; .5 - a: 6 F! TO-EO 3.5 149 2 Fl 0.00 -6i~97 -72E1 L_1 Vr ._,d lo il.t v f . ' il!-59 3.5 5 Iap9 1 FI 9.00 8816 7740 110-P8 3.5 .5 -93 6 "1 - B:-HI 7.?; IJ 5158 10 8F AS 3022 -5119 Ti-Bl 3.5 .5 269E 0 FI c! '•~:1 f;t F F~ty t:;6 E;~y E:7 f:; ~ Tl-T1 5 1.8 -7354 !7 TF Bt0 HN EB 7.:5 +194 10 FF .P; `"B S?fA ~ Ch [ ' ! i. b } ° ..t,~ ° ' ' . 5.5 00 • TF.-BR 3 .5 1'v:7 0 Fl TE 110 ?-78 !1 IF 2.88 153 - . '.r 1 f~' _ 1.A ne9 T ~.AL 'I Y.,...rl_i=~ i L~-, f i - ) • Ar.aly, i 6.~~.d on {~il] Lead(1) ._ive(?) lond with L.D.F. - 7.15 . I F..f j r - ~ 1'f' E-~ . t 1'~.- ~j ~...~~.,,:f ~ 1J ?r l t. d s ict d.4 r) ~._,id crritewi_ rotieIrroN cnD s - -r ' . - - 1 ie.^.nrn lb ler.E:r'^) c;se. MS=Xid-panel Shtrt :eluen case for t5s,resr.en-Eend:no. ~ Lc d E> Br:lt:5} 14 =9iC-pane] 'rtere=Ei~te [oluen uze for cocpree io~ 6entlin;. Pf=?anel Point Oending 4 coepres:ion Uhart :e1um1 cise. - CEhEEf. - 43 N1-$2 S=p; T.!4-$3 FI-$S E`-gd A2_5~, RLC2 S1_Ly^ 5~-c, q, l5 v5_P.A . 1P=Intere:dixte [oium ctse ef buckLng Perper.^_icular to tfL•55. . FLF L~ A; _¢L~ 2'4 L40 ?40 ?6'i, 4§ SE qq 94 yq oq SU!`fC1RT RCACTIONS (lbs.) LCCd S:t; i7:E !:YP L7YP L7YE L:;E F DEtd N d 1'°id PEed nd Df2d (for entire " ply tr~ass> • ~..,~.i 1 neA ~'..;..~5 d.E ,-~~e. [ 1 t Joint: I3L EIR . • • • • . _ BGen.. (~Ct e 4'...:i t~ IYa eCdG :Frtr,^ ,n~ ii.B _~..f -.-sd et. keaction; 8520 9242 - - Crg Wie~th: e~~ 6.. . . . . T,iP r:~!L~ I Ol r.'~I" WEI h^ E.T C - Lc.cation: 3.00 525.09 p 0r .,0 )tl C i E T.>,[I - F xF l:c -:FAlE. 1 .1 y .7.:1'~ ' • LUML+E:t IJSED ¦4+* (hending values hascd en single-member ~ C -~tii ..:)l.' t ~~C. ~.-t ~ + . . Short Furoal Devgn Va:ves SAart forail . L~esign Values T . . , F l. c , - ~ n - ~ F .iae Naee Luder kaae fl~ Ft Fc Fc E' SiTe Naee LuRher Xaee Fb Ft Fc Fc E' ' 4 1 t1~ .j~.(- ?dd 21 il0n-I.65PF ?!~4 1575 1700 4:~, 1.80 2:8 19 1950-1.75P 7950 1375 SS;O d~ 1.70 ( T l t I ~ f c T^ . 116: -4- c~ 21" +r 4 . :Y 3 ?M~ YF ~3 SPf 5;0 425 12; i.?0 Yrl fl l450-I.35?F 1 1150 800 IIBO 115 1.3P r.+ y~ F- ( '.1 `~i--? =1 t~` FLFlTING •++~s~~s le[>tion Tnlerances: .450 e:MR; .251 length or R o{ lerglh/xidtA f.IS .I at Z.IF+b t};`; . 3f~_2 :L S 6 3~ > 1 3 Si'F . JOINT.S': . . y;' .4 'r' indicates th.at a p7ate is in a f,'OTATED orientation. 13 y,.f ;r,A T2 :r 1.5x4 T3 :r 3 T4 :?~-4 l'S :r i.5r.4 Tb : 3r.4 - - ' T7 :r 7.8 - T8 : 2.5x6 T9 • :r .5):6 A3 :r 3.Sr,70 ~ E4 : T.5r.l0 BS :r 5.5::6 f6 :r51Sx 1~ P 7 : 2 _°5:.6 p-'FL.Er T jCl~}S a.--fi M L.ive Lo cl : lc titr) :s .r19 ~i 15 LrPer=1~~'3? (-+'.S'/.4zS . ` , CHORA SPLICES: ~ c_. . ' PI r 1 e.] L~ . i1p f_ o -a.t 7`: LlDeF-~.9 -rS (4 S.`i'/.bE, I T5-iG :4.5>•9 G,-&4 .ir.12..~H R9-135 :5::12.5H . i:.{_'il tIOt ~ Lc•1 1 ECt.. ?i". _ _ ...'4 c.± i 1] Labc=1: TyI~: TEE-LOK T-GIU" 20GA. Approval: EUCAk35-9;pILHRN9?0~~3n-N ~ ~ SHEAF f0,30 60;9(1,120 ~]50) 710~ 612~ 852 ~ ~ 96 682, Ek34 tpounds/inr.h!paiH S ~.r=O~iT F='E.i,C'TIC'I`JS' !1.i~5.) ` . . T[NSION /:r,~n) 8~8 806 tpountls/inch/pairj X. ~fcr err~l:lYe ? pJ'r trt..:: . ' FLR7I IVG . MFTHOP: 6F:OSS~ METHOD ' • HOLUING Vl11_UF_S: Specie I I fn b) I (9n n) 1 (O 9M 1 (F'SI per Pai r ) SP-TT 4 ?1T-.'jT~1-_T'~13T~~c'~T ~ yyy r E rC t. : c 8. ) i 4 ^ - _ . . . . . . . SPF I I 400 1 274 I 274 I 274 1 - J~ !3~ F I i; S' DF I I 46n I 318 I 318 i. 318 1 LE,.-„ . Q i - 5, [1 _ HF t I 400 I 4 1 274 I 274 I t . . . ~ 4Tbei: "H" Type:.TGE-LOlC TLS IGGA. Approval: LiOCAS1£i5-9;DILHfiq070030'N ~ ~:E. i.. ,+~ps T.l°t ..c.'v7) d ~ h ; . 1 e.nC4.h > ~r I.E-~14'~h,'t-11d?I'• . SHEAR(0,~6 6q,9(i,12n ]gq) 1074~1012~7246~1028 996~ Et56 (pounds/inch/pnir> a 7 " ~ ~-TENSION..(0270) 17~8 fl9i3 (pounds/inch/pair3 L ..r'.E 1.F- t 2 i t~' 1 [[~~:~f{:.~ C1 fk"t1f11, ^r r~ FLATING ME'~HOD: CROSS~ METHOD . Lh,..l: ~ iEtL.C,1; lIG ._Ui;A . f~ NPOV~,i. EtOI.A#E~S- S' qLILi!R#B HOLDING.Vl~LUES: .^.,~ecie ti o> tteo 0~ i to ite0~~~o>i NULL~ .!DlG VF;L~.~FS 3P: 4h~? SP'F: ~4.~Vt' DF; 46~? Hf=e 4~~ 0 fP5I. Per Fair) 3F-~7-'=ILrO-T'.trbT~-~1~5-T F tp i. ~G~ r , ; L tc.,. ~1' T E~ T - C~f: TLS b~r,. ~ rev~l: q~ i u:#F . SPF I I .>02 i 2421 <nz i 2n2 i i 4 ~~ii ni YF' P~ PC~Cc ~#c<<- liI E'7c~V~:i _~i . r~r c~. ~ . ~ , - - ~t~. • r ri ~ . ' . DF I I 3~0 I "<7 1 2 I ~7•, i , , F ~ I ~ _r `~a, r. . ,.Fe 4. r ..~F . _ F -~n . _ Ht'. ,_2H HF - t I 328 1 ^ , 1 . .~c< . . . _ . . . _ _ . . . ~ 2 I 252 . ' 1 . - : e.:~..o- . „+x !ir :rD~v Lr:ir~ .:xv ler.:ion t ~r~i9~£ti Ovrrra] 1 t-jt.h .mu!+el i. 39 n" TY L155 Thicl:ness: 7.5" TC Jit 1 Tl i T2 I ',3 f ?4 I T5 1 ?b 1 17 I i8 I T9 I T10 I T.C. Furlin '_.•pe,[ing: CG14Y]M1IUUUS t:p-iny ar. P.c. D1-czn.,: c0n;riwu3us i NiP,TES I r 1.5x4 I 5.5r.16 1 r 4.5x8 I 3x4 I r 1.5x4 I 9z!2 1 r 7z12 I 3.`z?0 I r 1.5rn4 I I . I_OAI.)IM1IG Live Uead Jei.nt Lo;:,AS ' uE16HT I 3-4-7 I 5-5-:2 1 @-1-12 I°-1-12 l 8-1-12 I8-1':2 I 8-1-32 I 5-5-:2 1 9-4-7 f 0-4-7 I Top c,d No zp point: E7 H7 Nu6:1. uAM:I I 3-2-0 I 4-0-6 I 5-2-0 I `5-2-Q I .-2-0 1 5-2-0 I 4-t',-0 1 I-8-0 I 6-0-4 I L'ot Chd n on lc.aa (1 lo 1110 7G0 - ' . T{7TR1L: 1"2rJ?7TL'F Lcad iet: Dead Live - F-'I..F Loatlirg HI1 0) loatl> art a-m-,rd. . i 1oa96reptionce ~ -rC SFLTCE: 'C:i-TE=4.:i4 Ae~Pn: Rl-51 8?-N3 63-E2 5?-EI 91-55 53-@6 35-b7 1I-k2 B?-E3 F3-52 5?-i1 FS-E5 S5-5; a-OC F6-F7 . PLF !:ad: ;0 10 210 240 249 240 40 qe 74 si 45 94 51 4; 1 41 ~ T 1 T'? T~ T4 T` T6 T:' T3 T5 T 1l. ad Set Li e Live Live Live Live Lire Lire Lve 6eaa Dead PeaC Uead Dead Dead 6e30 OEa! L D. F 1 1`7 ~ load Excepcione ve repla[ecerdz (rot id.it:onsl to tYe loaO shcwn (or t e ae IoiE set. - t - wwx DEFLFCTION" ~saw (incr'easc,d Fy 216.. to nccoi n for Joint . M Live 1_-d llr•flrction is :b at TS I_JD { 1?f,; (27.35 Ma... (otal I or,d Def].ecCion is ot TS L/llci ,C3 (27.35'/.35") ttl ~ j' j ~rI /.'_b ) 1 'l I Max. Tot.nl Horz L'e{7r•ctx- is 1' ht T; i • . - zx- M[M?EF ^NALVSIS tleeher NiEth Force Len. Crit Y oerp Muaent fi^.-]61 L, 1 EI-E2 hnl Gr II01 tml ConC P51 Iplfl _Endt En~: Mid=F S PSI CS! Top i7hordc: 1 T1-T: j. 21 15 71 T 0.00 5 .77 •13 !656 'IbnB °9 C9 .09 J ~ f ~,ti' .~,,~.L,, I . 2 i2-T3 5 2 ; j ~ r ~ : ,:4 ;'r I i ~ 1 5.5 1 -3993 59 tl5 .15 5.77 -1666 0 1I2 SB .U? .19 , ~,i 4 3 13-N , 21 -117I 61 bP .SO 0.33 0 "596 2711 ! 12 .15 .44 ~(V~ l~ ) ; .rE~ , t'~1' f ` , 4 7I-i5 5.5 2! -5T4 E2 PP .:B fi.33 :`96 1493 4199 `5 .11 .42 I i y, 5 ~5-SI 21 -4,.9 4A tlS .:8 B.3S -+.095 -lO 48 16B 69 .12 .40 5 P76 5.5 21 -{~s9 B P7 .9 8.73 :098 ?656 1099 G.IS .<3 6. Tb-TJ S.5 1 -1121 SI AS .17 8.33 -.^656 G 1E83 59 .15 7 il'19 e.s .21 887 54 f .98 5.7) Q MIb N75 34 .12 .18 T . R T@-TP ` 21 -713 24 PP .09 .77 -4:76 ,493 -:^57 10 .1: .17 . . a Ts-tio s s i -e44 n ns .os 5.77 -1453 -:9i 2792 se .I s .zi H1 H3 n4 ES EE 87 ER:.9g Aottom Ctrord~.=..: . ! 81-P2 7.25 19 3301 3fi T .i? 27.E} -S 1 !1318 -85d4 44 .39 .58 . 2 0"-F3 7.2 5 19 727 65 T .22 21.93 -~t4 A 6720 11415 47 .57 .78 '?-6-0 ~.Ft-2r~-16) 1 N3-57 7. ~ f9 4F14 9 T I.83 -16720 69 90?] 6S +o .BS ' i' 3 9-6-0 S2-FA 7.~5 19 A8N 18 T .?8 17.BS -09 17U5 -7455 52 .`.87 ' .I . . / 6<-HS 7.25 19 2:91 8) 7 0 27.B3 -]illd EiRI 14428 55 .54 .72 5 85-53 .:5 !9 -9;2 15 tl5 OS 27.83 -646! 9915 -BUS 100 .29 .33 . SI-91 i.:: a -s;? :e YP .05 2-.ea -e415 1?041-1e3EB e1 o ~ 1 f:OW ~_,F L~~TEF:P~L ~!F;RCING OP! WEB (S): i 3, 5, g, 11, 1= . 6 R6-b1 7.?5 j9 hU0 `I T ,63 27.£3 -14012 1;6 -15761 10 .b: .68 R# ^ F•:Ob),.i [1F LATEFiF•:L BF:ACY!`!G GN 1>1ED (S) 7 N7-BB 1.25 19 120 79 T .04 7.67 -13t -3191 3825 87 .13 .1? 41eb FC SPL ? CE : A3-E+4=7>:8 , Lj:~-86=;7 .5;; 10 - ' Mert'ber s; - 0 it-B1 11.5 YF -120 115 IP .OS . 1 8!'72 `,•.5 21 -d~US 59 IP .SA I EP.qrc 2 i1-B2 '.5 ~ 27T9 .9 T .•5 F-IORZ. F'GNtLV -.~-t> I 7-1-7 I 7-2-li> i 7-2-IC> 1 2-9-7 I 4-4-0 I 7-8-C) I a e1•n 3.s i4 -e91 iu : Lp .371PEACE 'r'LATEc: v I T, _ f1 1 5, r = . .iC) fr~ i>I 5•;:1^ ! r7 x7^ I r Y- c>;iC) l~X?~~r~+ , _ 1. . . 4 TS-B'o 3.; 11 ?EIG 48 1 . e e:-r4 .s av -iaa vs 1P .041 BPACE T# I BS I ,H2 I I PA I R~- I BbI r47 j ;;g ~ 6 1/-34 'S., wF -U7 LF .35 ! 5RpCE " - - ' 7 i5-EI 3.5 MF -4A7 4S :P . - - B 54-t6 3.5 1{ i;47 l+.0 1 .B6 PESi__,p.} S;.i!"I!`:Y J t 9 Td-BS 3.5 11 -1156 45 I .7428P.ALES !._(7~1I~.l;~~IG l_1vP Dead ~J'J1:11' ! oe,~s ersicn: E~.2 1!/1?!2? . '0 BS-?7 3.5 16 5590 98 i ,90 , 11tl6-i7 `5 -!0^B 9! LP .411BP.I1C£ . 1 fpP t;,hd 'cU i'J .IO;.ftt: '~~7 1-47 .l:PE-i8 i.5 MF -1V.B 79 IP .91 18EACE j R~'t Chd rj Lo.-d !1bi: qqCi g~: r7 ilte-H7 s.: 2i xa~ •s r, .u 7nTAL: T70?f'F'LF Lcad Sei:: Dead t_ivF . . 1 B7-i9 3.5 YF -:5~7 :A 1P .13 f'L.F L.c, 'e.[ii rFC] F;I I 1 OAL15 a3C'k do4Jf;l•tE:.t-d. - Fici~tious htr~~m6er..: - E:-E2 Ni0!A E' Forc= Lee. ?ype Y perp tlr.E1 Mo.E2 E!-E2 i~iEtY E' Fr!u Len. Tre kerp A,.E! !l:.~2 ' iJ-11 SS 1.8 4 2 TF S.7) -U 13 T.".-7!! 5.5 7.8 -h52 2 i~ ~17 ?9A -5?I iGd' Er,ceptiees + Fo-a! t.?5 i,7 0 ~ BF . 0 3 7R-e4 7.2; ~.57 ~2b t ~ !.bt si7 ~er~ter. E1-b'. A2-A3 k3-g2 SZ-R4 A4-65 FS-53 S3-F!6 R5-B7 R1-u7 E2-E3 93-52 S?-E4 29-B5 g5-s3 g3-g6 ~t-R7 iii-E? 3.5 ; f~6 1 FI 9.00 !'1 F73 l0-99 3.5 . -.dl 6 FI %'if :4ed: 240 24~J 240 :411 :40 230 240 1E0 S4 94 44 44 94 94 44 S4 Ri-BB 7.?5 1.7 726 11 6F .67 = 17 3743 i?-B4 Sf , 157 1 fl ' TR-710 5.5 I.8 -Bc6 13 TF 5.17 -298 193 ' LGnd ~p±: Live LlYf LIY2 L1VP Liv2 L:YP L75'2 !lYP =E L~ PFEj :'eca Dead Geed DEdd ~J~-: ~piJ ysis b s Pd on fu ll Dead(1) & Live(2) ]cad with L.D.F. _1.15 I. • . .D .F.: 1. l;J S!;•dd .;[prtl".^5 d~f t~F?d:EC£~~5 Anal t e;~[`i!i:~!I5) '.6 thB ILBd Sf~:Xfl fGf t!;pV5e6F lCid :Ft. CFITICAL CONDI'fION cnnes +r*xx ` i=Tension (L henOing1:zse. li5=1'id- anel Seort cnlue+ case for ccnpression-beneing. " 701' i~ND E.0 fTplq CI'L7F.PS 4A;Erj MEri[jE~:S ' . . XL=Mitl-yenel Lo^q colu~n case for coepression-bending.PP=FaneR °o:nt herding k coepression i=~ort celuenl caze. ' YYCM-TE S T' E G~ FiDE 't~~ f4C S PvG 1~!EB Z E F;f;L E £F:~C ? ~~?6 BP=8ucklir.g PerpendicuLr lo piane ef truss lor chard men,tr. 1=lnterceE~a+.e ~olu~a case ui buctlinq in plane of the tre[s. T:L - T: 4Y ,_;:~i ^ 1 IjtJ- 1.SSFF Con t i r~~_~. ot:s i 4#.' ='F'1= , IP=IntereeAiate J~ ce!unn cue of Bu:tling Perpendi[ular te truts. :P=Long coluou r.se of 6uck1ing Perpmdicular to tAe truss. 2x :3 155 ~1 - 1. 7^P [pr;t j.t;UOUg 'i; b ~Q- 1. ~?SF'F 1 F'GW SUF'PORT ffF_ACTIDNS (]bs.) .r:a~x ~The beariri9 Nidth is irndPquat.e. R ' 4 145t1'-i.'~i'I~ doint: Rl Fl6 HR wider support or ~pecx.:,l detail must - l1 . T~~ ~:CI A't (_r ~T4 : 4 ' ^;;4 1~4,:¢l"1 i F'CW F eact~on: ~e,cz 9~92 E~U be pravieed by tr',~rs. ~ M E:C rci nt c,_R4: .87 4 ;.4 14=,r~- 1.3SF~F 6rg Widi.h: q•'~ 4"a. 4" . Juint ~-n.b i'r-en Req. Fc€ N~x. 4?eC G'c.,I ~t We:b 441^~ .91 5-6 4 kk=: 5'=F 1 Fiow Location: 1.75 3;ir.00 4:2.0~ B 1 lb n Sq. :n. 56_, . Cth , 16. 3 Sq. In. 565 ? 2::4 -SF F ; 9 2::4 145Q-1 ' gPF . UJMEGf< USFA a (hending velues b~~~rd on sin~le-mem6er use) 9 2 - 4 i4°~~ _ -1 - ':S~'F < F. - SAort Porcai Desi n Values Short (orwi De:ign , OMJS 9 t~:lues . t tl 4 165%~--1 'SPP . SizeMa.e .u. Eer Naee FD ft ft RD E' Site Nane Lucher Iltme Po Ft k Fc~ E' 2x6 21 100-I.BSPf 2100 ]S5 17W 425 1.80 7xB 19 1950-1.7SP 1950 1J75 1110 6e 1.70 1 1 21;6 2 1 i>!i- 1. SSFF 1 R9W 2 1 N'' IJ SPF 50 325 125 425 1.20 2e4 H 1450-1.35PF 11i0 A49 1150 12; 1,36 12 2:;4 #3 SF'F 1 R4W 2.4 ia 1o:~e-~.asaF ieso iozs 1320 425 1.30 ? z 6 21 70-1 . ESPF PLFlTING ~+esx~x Locxtifn To]eran~es: .25' xidth, ,2`l lengtA or 51 of lengthlxiath - 14 .='::4 5F'F - JOTNTS: " _ r indicates that a.plate is in a f.'OTATFD orientation. LCFL.EC7IONS 44 ~ T1 :r 1.5>:4 T2 : ~1:16 Ta 3 :r 4.G,0 1"4 :3x4 - T`; :r 1.~5::4 :'b" a,t 7.5 x~z n:r~r.2 r s.sr.i o T9 :r 1.5x4 c~I P1a;;. Live Lncd Ueflection i_. L/De{=]'E,~ (27, ;5'/.''h„) ra s cr~ i V ci .sxit Fs :r ;c.;;>:~lo n« . >::i2 7i.. [~a :r s. .,;:t, -i Max. To{-.~1 I_aa:7 I:•c--fle~ ti s ":5 ~ ~=t T`-i Gef=>38 (2'~. 3`' h'la;:. Total Horz Pe•flection i_ .1._ at T.= ~ cHOFO sPLices: TS- T6 .4.5>;4 L+3-D4 :7::8 E35-P6 :5.3x70SUPf'OkT REACTIOfsS (lbs.) The bear:ng width is ir,adequa±e, A + .oint: Etl E+6 RR ~ . 7yEpe: TE.E-LUK T-GI~ ~~~GA. qf, ~+ider supprrt or peCidl detail mu_t ' SHAR (0~30 60,90~ proval: HOCPt10.°,-9gUILHNiik370~?:O-N r; . - NRCt101't: 5682 9492 3.'~6 bE' 47I'OVld2tj bY OtlIBY'S. 1~0 1~i~) 710, 612, 852, 996, f,62, E)4 (pountls/inch/pair) TENSION ro Sm s}t~ aoe (pounds/inch/pair) t~'9 W~~th: 4* 44" Jcir~t Pr Area i;eq. Fcp FLRTING ME'}HQD: 6fiO5St METHOD I OC7t77f: 1 •.~~~1 il~l 47'i,V(l E S 1i~9~06 S tr . n. . i HOLDING VALUES: S~ecie 11 (O 0) 1(90 .0) (PSI per Pair) SF 11 1 (O 40) I (909(~) 1 i ; r t~ . . . . _ . . Rb._. ? 6. . i'7. 56565g "-~p-.--r-^T8-t-q7a-r-~•g-T B. SG~. I In~ srF 11 400 i 274 i 274 ~ 274 i lake I _oc~tion Teler-ances: .25" width le gth or 5% of lenqthlv+idt.h . ' UF I I 460 I 318 I 318 I 113 1' F " HF ii auc~ i 27n t z74 t 374 i inc+~rctes th,.t a p~atc- is in ~0{F;TFn - ' . . . . . ~ , . . - _.~.t~ , . . . , . . DESICN DATR*+'*~ V-ione E5.2.•~ 11/20/07 . . C;US70ML'ft: JOB: 12444 G4 Overall Length (model): 39'6" Thickness: 1.5" per Ply of 2 PLY TkUSS . . , 7.C. Furlin Spacing: CONTINUOUS 5pacing of B.C. Pracing: CONTI'IlQOOS- - ° LONOIN6 Live UeaO Load Eauptians # ' 1 q - ' Top ChA BO 10 he.Der: b3-51 S1-P1 B1-Be B5-66 66-87 B3-51 51-B4 BI-PS b5-B6 B6-B7 . TC v11 I 11 1 Ta I T3 I T4 1 T5 1 T6 I T7 I T8 I i9 I . Bot Lhd 0 20 PLF Load: 780 380 380 SBD 360 113 113 113 1/3 1/3 . pLkTES I f 1.5X4 1 3X4 I f SX4 I 3%4 I 4.5X4 I f4.5X6 I 5.5%]0 I f 1.5%4 I 1 TOTPL: T2F.0-PLF laad Set: Live live Lire Lire Live UeaO De+d Dad Dead ' Dead ~ ptF Laa;nq lt11 1+) leaes ad do~mara. . HEI6HT I 3-4-1 I 6-8-0 I 4-7-2 I 4-7-2 1 4-1-2 I 4-7-2 I 6-8-0 I S-B-14 I 0-4-7 ~ L. D. F. : 1.15 ~ LoaE Eviceptions ue replacesenlz Inot additionsl to the load sAOwn ior the siBe !md set. HOk2. PANEL 1 9-11-5 I 4-4-11 t 4-19-0 I 6-4-11 I J'J-S I 4-4-11 1 4-4-11 I 5-4-9 1 DEFLECTION9 (increased by 25% to account for Joint slippa~e) - Mar., Live Load De4lection is .05" at b4 L/Def=2840 U L 83'/.0.°i > Ma>:. Total Load Deflection is .07" at 84 L/Def=2029 (11.83'/.07") FOF.CES, LOADS, & MOMENTS SHOWN HELOW ARE FQR [RCH F•LY QF R 2 FLY TRLJSS. TI T2 T3 T4 T5 T6 T75 TB T9 w>e+ MEMPER ANALYS7S . ~ I ~ I XnDer YidtA Farce lm. Crit Y~e Xa.ent tin-]bl Lo . 1 E1-E2 IiN 6r Ilhl 4in1 Cond P5! Iplirp l Endl Entl2 tli~F T B51 CSI -Top Chords: r'/ . 1 T1-T2 3.5 11 15 69 T 0.00 2.88 -6 1593 1016 38 .31 .32 f~ .31 'I t ' 2 T2-T3 3.5 11 92 bl PP 0.00 2.98 -1593 -403 10 SI r .36 .36 . . - ~ I• ~ i}+ 1~ / ~ S TS-TI 3.5 )1 7 i 0.00 1.17 0 IB10 1 -1038 91 1 TI-T S 3.5 ll 133 73 T .03 1.1T -I811 1906 -40P 40 .ST .10 " YJ TS-T6 J.5 14 -6~5 85 PP .04 1.11 -1906 0 1338 bt .37 .~6 5 - 6 T6-T7 3.5 14 706 61 7 .Od P.BB 0 10N 988 11 .21 .27 7 T7-18 3. 11 -1021 63 PP .fi 2.BA -107~ 1873 -1271 90 .3L 1 3 f 5 ~j 7 1 ~ B TB-T4 1.5 71 -I173 65 X( .18 2.89 -1673 '2682 2770 BB .57 .71 Bottom Ctrordse - 1 B1-112 3.5 21 103 171 T .01 .B3 -1 -~B7 1:45 55 .08 .09 /'ry ~ ff,~ ~ ~•f ~j{ t '1~ ~i11 2 B2-B3 5.5 21 -133 9 PP .Ot .B3 181 7/73 -6556 90 .11 .42 ~ ~ • 3 B3'S1 . 71 566 22 T .01 1L74 -N)3 -5413 5013100 .41 .45 . . 0l f{ (f 3 51-6{ 5.5 PI 566 8 T .W 21J9 5643 I2518 7529 Td .69 .77 V/A 1 BI-BS 5.5 Yl 38 80 T 0.00 P1.79 -1P51B 8433 7018 3.64 .64 - . . 5 BS-B8 5.5 21 3N 51 T .02 2179 -8113 13161 -10165 90 J2 .74 ' - 6 86-61 5.5 21 101586 T .07 21.19 -1316/ -372 11490 SB .79 .86 - : Web Membars: - : 0 Tl-B1 3.5 YF 900 37 5 .01 - 1 BI-T2 ].5 NF -170 45 11 .07 : HI b2 B3 P4 H55 FJh BP.$.H7 2 T2-81 S.5 NF -185 92 IP .OB .-S i3-62 7.5 Mf -111 ill IP .AB . ' 1 B2'T1 3 .5 YF 279 124 T .11 5 u-ea 3.5 xF •sso ut lr .27 =9-6-0 (Ft-In-16) d 83-i5 3.5 YF -1172 132 LP .BI ' i 7 TS-BI 3.5 XF 718 111 T .30 8 BI-T6 3.5 Mf 1152 RS T .81 - 9 i8-ES 3.5 Xf -l511 I11 IP .76 I LiC 5F'L I CE : Ci3-E+4=5.°~::b • 10 05-17 3.5 XF d551 BI IP .61 I ll T7-B6 3.5 U P021 7B T.17 11 B6-TB a.s WP -269 17 lr iL HURZ. F'APlEL 1 9=5-1 I 4-8-15 I 6-8-0 I 6-8-0 I 4-2-12 I 7-9-4 I : 9y y I Fictitioue Member_ TO-TI N3d5h~E3 F.I. le~ iype Y?Bap Mo.Ei Mo.EB TP. T10 N3a5h lE3 F11P8 Le2 riie YP.88 no 19 11tA3 F'_~~l E$ I v;:4 I 3. 5::6 I 4. Si:4 I I^ 3. S:; 8 I 7:;$ I P 4. 5::$ I 4.5x 4 I 11 -11 `.5 1.8 0 Y BF .BS 0 1 N°-BB `.5 !.B 1015 2 BF .8S -BI2 -110 ~ BC. J T# I P 1 I P2 1 P' _1 B4 I R5 I P6 I H7 I 710-18 3.5 5 515 0 fl 0.00 183 220 79-87 3.5 .5 5/1 1 il . • BR-B7 °.5 i.e -1;1Y 5 6 BF TF 2. .BB BS e~2 119 . a72 TP-B(1 1.5 .5 abt 1 Fl pESI6N GtUMMARV 2 PLY TRUSS Uersicr, : EJ. 2 I IJ20/87 - 2A82 TH-T9 3.5 1.3 . . Analysns Gesed on fu]] Dead(1) & Live(2) ]oad with L.D.F. = 1.15 . ~ LOADINE L3Y4 D02d Load Exceptions t CFI7ICAL CONDITION r_onES Top Chd 80 20 Member. B3-S1 Sf-B4 B445 B546 B647 B3-Sf 5144 B445 9546 fl647 T•Tension 11 Qendia 1 usn 5•SAOrt tolum [ase 4or co.prnzien-6mding. BOt Chd 0 20 PLF Lead: SRO 380 360 380 380 143 143 143 143 143 nt=nia-y.nei ~ncene~iate aolu.n ase +or co.p,ession-eendinq. nL=Nid-Panel Long colum ose for coepression-hending. TOTAL• IZL~.~PCF Load Set: Live Live Live Live Live Dead Dead Bead Dead 6ead FP=Pinel Point Dendlng i caPression (shorl colu~nl [~se. IP=intenedi.te colun nze of Dockling PelproeicWx to tre:z. . FLf L4Bd101f AI) (i) loads aet downward. -LP-LOng coluen [a5e oI bucY.liny PerpenCi[ular to the tru5s. . L. D. F. C 1.15 + Load Ezceptians are replacesents In6t ndditionsl tc the 2oad shown 4or the sase laad set. R*~e< SUF'F•ORT REFlCTIDNS (lbs.) The 6earing wiAth is inadequete. A , (for entire 2 ply trues) wiAer support or special detail naret ; . TOF' AND LtOTTOM CHORDS WEb MEMREFiS - nt: [1 [+3 B5 E~R de rovided by otners. FF;OM-TO SIZE GfiFiDE RF~ACIN6 WER SI2E 6FCADE PFACING . R.eaon: 574 5171 £74u5 3U45 ~oipnt Brg. R~ea Req. Fce T1-T9 2;;4 145C>-1.3SFF Continuous 0 -1CI 2>;4 #3 SFF prq widtn: a° a°* a^. 4" F3 i2.n q. in. 12., PI-R7 2r.6 21i>t>-1.8SF~F ContinUrous 11 2>;4 145CI-1.3SRF Location: 1.75 ll0.00 330.00 472.00 BS 19.78 Sq. In. 425 . 12 LUMFFR USED (bending val ues based on sin le-mem6er use) , Mar.. TC CSI at T8-T9: ,74 ..r,4 F Short Ponal Design V~lues Snort Fonal Design J~Iues -E;7: .886 ' Siae Nose lui6er NaBe Fb Ft Fc Fc E' Sixe Nate Lum4er Xa.e FO ft Fc Fc E' Ma" ' E{C CSI at P6 .?,4 u 11;A-1.3SPF ~~A eoo Iiso +21 i.3o 2.e u 2100-1.BSPF zioo 1575 noo +2~ i.eo Ma:;. Web CSI at Web #6: .84 L~1 YF t3 SPF 550 325 125 125 1.20 ' t~+~•~~~ f`LFiT1NG Location Tolerance5: .25' xidth, length or SI a1 lenglAMidth DEFLECTIONS a0iN7s: Mar.. Live Load Deflection is .~>5" at H4 VDef=2E~4t1 (31.8.'_+'/.U5"> •r• indicates tnat a Pirte is in a RO7ATED oriencation. Mar.. Total Load Deflection is .07" at H4 L/Def=2029 (11.93'/.07") ~ T1 :r 1.Sx4 T2 : 3>:4 T3 :r 3x4 T4 : 3r.4TS : 4.5x4 ; T6 ~:r 4.8>:6 T7 e 5.,xio Te :r 1.5>;4 Hi : 3r,a E2 : 3.Bu6 . ttibif* SUF'F'ORT kEACTIONS (1Gs.> The bearing width is ir~adequate. A ; es s a.s>:a sa :r i.sr,e [+s : 7>;e Bb :r n.sr.o F7 ~ a.sxa r. (for eniire ^ ply truss) wider suppcrt or =pFcial detail must .11 ctfoRn sFUCES: ~ Joint: HS P3 RS RF be provided by others. ~ e3-ea :s.sxb Reaction: 574 5171 8405 _•045 Joint Hrg. Area keq. Fc~ ~ TyPe: TEE-LOF: T-GIG 20GA. Approval: LsOCABH5-9pDILHkHWC~030-N . ~ Hrg Width: 4" 4"* 44" - bs 12.17 Sq. In. 4^ >e, ~SHEAR (O 3C~ 60.9Q12C1~15n) 730, 612~ 852, 496 682, 814 (pounds/ineh/pair) I-oCBtlOf1: 1.75 1.70.OC1 >'y(1.OC~ 472.UC~ $5 19. 79 Sq. In. 4i;~ ~ TENSION 0, ~O) 8~+8 806 fpountls/inch/pair~ ~ . PLATING MEHOD: GROSS~ METHOD Plate Location Telerances: .25" width 25" length OY' 5% Gf length/width HOLDING vqLuESe s ecie i i tn q> i t9o o) i to 96) I f40 90~ i 'r' indicates that a plate is in a R0~'ATED orientation. cPSI per Fair) - ~74 i ~74 ~ ~ Tf ~e: TEE-LOb: 7-GIG 2VCA Ap HF I I 400 1 274 I 2%4 I ^7A H OD proval ROCA#85 4 DILHFF4Y87UU3C1-N `~Q ~ zI e i ' ING VALUES (FSI per pair) SF 460 SFF: 400 bF. 460 HF: 400 UFF II 460I 318- I 318 I ~ . 7 r . . ~'y • ~ ` " , . . ~ .._~__._r-._.~..~.:...<.._... . . ' _ . - . _ _ . _ . . . . . . . ~ . . _ , . ~crv._~.a.--. . . _ . . . . . . . . ` . " . . . . . . . . . . . • , „ . . _ -I C 1 T# I -T.1 1 1-- f 3 I T 4 I T S I UESI6N DATA Version: E5.2 11/20/87 f`'tA`I'ES i---- Iy 4.5::10 I r9::12 I~4.5>;1U I I Overall Length (model): 18'10" Truss Thickness: 1.5' ~ - - T.C. Purlin Spacing: CONTIPJUOUS Spacing of B.C. Esrncing: CONT7fidU0US ~ FiESCHT I 0-4-'7 I ~-t3-l;' I b-7-12 I 3-8-1~,~ I 0-4-7 I I HORZ. F'ANEL I 5-0-7 I 4-4-9 1 4-4-9 I 5-4-7 I L.D.F.: 1.15 LOP.DIPJG: Tep Chd L_ive 80 Top Chd Dend 24 j - F'LF Loading Pot Chd Live 37~~ Rot Chd Dead 195 Total 6E5.0 F'L.F ; TJ T2 75 T4 TS DFFLECTIONS (increased by 25% to accaunt for joint =.lipp~~ce) i ~ Ma>:. Live Load Deflection is .19" at E~4 L/Pef=1158 (J8. ~3'/.19') Mar.. Total Load Deflection is .28" at P4 VDef=786 t18.33'/.28") i i°la::. 'fotal tiarz Deflectian is .1=" at T6 ~ MEMBER ANALYSIS I Meeber Nidth Force len. Crit N~erp I4naent tin-161 Lo ~ t E1-E2 {in) 6r (Ib) (in) Cond AS! Ipli) -End] End2 Mid-7 I B5I CSI Top Chards: ] T1-T2 5.5 21 -8352 57 n5 .52 5J7 5584 1038 5779 14 .32 .83 i ta 12 2 T2-T3 5.5 21 -5763 63 MS .36 5.77 -1038 0 2382 55 .13 .49 3 S3-T4 5.5 21 -5763 63 MS .36 5.71 0 1038 2382 45 .13 .44 4 T4-T5 5.5 21 -8352 57 MS .52 5.77 -1038 -5584 5714 86 .32 .83 ~ y~l%' battom Chords: 1. BI-B2 7.25 19 7D14 47 T ,91 47.08 9166 5612 159B3 36 .54 .95 2 82-B3 7.25 19 1014 53 T .41 97.08 -5612 13601 -8448 40 .46 .87 - 3 B344 7.25 19 7014 53 T .41 47.08 -13841 5612 -6948 10 .46 .87 4 61-B5 7.25 14 7014 47 T .41 47.08 -5612 -9168 15483 64 .54 .95 Web Members: ! 1 T2-B2 3.5 14 2511 38 T .52 2 T2-A3 3.5 14 -2144 65 IP .49 1 BftACE ~ ~ ~ I ~ , a 3 T3-93 5.5 21 5983 73 T .40 4 B3-T4 3.5 19 -2744 65 3P .19 1 BRACf 5 T4-B4 3.5 14 2511 38 T .52 8 7g.HL E2 R:i B4 33R8.R5 Fictitiaus MemGers: E1-E2 Midth E' Farce Len. Type M erP Mo.EI Mo.E2 E1-E2 Midth E' force Lan. TyFe M erp Mo.E1 Ma.E2 TO-TL 5.5 1,8 -6712 4 TF ~77. 9175 117 TR-T6 5.5 1.8 -6712 4 Tf ~77 -117 -4115 18-10-0 (Ft-In-16) T1-B! 73?5 ~51 7463 6 fl 47'08 8308 -3322 BO-BO 73~5 ~57 17014 541 2 FI 40.40 9175 -9308 ~ T6-B6 3.5 5 1591 2 FI 0.40 9115 8348 T5-F5 3.5 .5 463 6 FI 1 ROW OF LATERAL ~+RACING ON 4JER(S): < 4 9L-BS 7.25 1J 7014 10 Bf 41.08 3322 -4166 TL-BL 3.5 .5 3719 0 FI + TL-T1 5.5 1.8 -8742 12 TF 5.77 -117 -5564 BR-fl:, 7.25 1.7 7014 10 BF 47.08 3322 9166 TR-BR 3.5 .5 3714 0 FI TR-TS 5.5 1.8 -8742 12 Tf 5.77 117 5584 HOR7.. PANEL I 5-0-7 1 4-4-9 I 4-4-9 1 5-0-7 I CFITTCF.L CONDITIC1fJ CODES F"'LATES I X/Z, J-] I r+ 5x10 1 9x12 1 r 3.5>;10 I XI~,S NI T=Tension bending) case. MS=Mid-panel Short colunn case for conpreesion-hending. PC J T# I N 1 I P2 I R3 I B4 I S5 1 ]F=Interaediate caluen case of huckling Perpendicutar to tru=.s. **x* DESI6N SUMMFtfiY Ver=_ion: E5.2 ] 1/<U/87 SUfF'OFT REACTIdNS (lbs.) The bearing width is inadeque.te. A L.D.F.: 1.15 LOADIN6: Top Chd Live C30 Top Chd Dead 2C~ Joint: HL E{R . viidEr =~ipFar-t or specia7. cietail must F'LF Loading Bot Chd Live .70 Rot Chd Dead 195 Total 665.0 F'LF Reactior: 6262 6262 be provided by others. Prg WidihS 6"t 6"* Jo3. nt Fir'g. Rren Req. Fc , TOP AhdD L+OTTOM CHORDS WEH MEMPEF,S Loca.tion: 3.~~ri 223.i;p -~L 11.i,~8 Sq. In. Sh€ FfiCJM-TO STZE GRADE BRACING I~EE # SIZE 6RADE BkFlCING Rk 11.U8 Sq. In. 565 TS-TS 2>;6 2100-1.aSF'F Continuous 1 2r:4 1450-1.=5F'F B1-B5 2:;8 1950-1.7SF Contirnwus 2 2:;4 1450-1.3uF'F 1 Fow **41* LUMBER LJSED !bending values based on =ingle-member use> v 2::6 21~~~?-1.8SFF - Short Forma2 Design Va?ues Short faroal. Uesigo Values h1ax. TC CSI at T4-T5: .83 4 2r,4 1450-1.39F'F 1 Fow `Size Naoe 'Luober Naoe Fb Ft Fc f[p E' Site Name Lueber Naee Fb ft Fc Fcp E' Ma:;. NC CSI at E+4--P5: 95 5 2>; 4 145C~-1.3SFF 2z6 21 2100-1.85PF 2100 1575 1706 425 1.80 2zB 14 1450-1.15P 3450 1375 1550 Sb5 1J0 Max. Web CSI at Web #5: . .52 20 14 1450-1.35PF 1459 800 1150 425 1.30 *'A DEFLECTIONS F•LATING Locetion Tolerances: .25' nidth, .25' lenqth ar 51 af lengtGlwidth Mar,. Live Load Deflection is .19" at B4 VDef=1158 (18.~~'/. 14") 'r' indicates that a plate is in a ROTATED orientation. Ma;; Total Load Deflecti.an is .28 at P4 L/Def=786 (18.~3'/.28") "f2 4.5n:lC~ Tv :r 9:;12 T4 . 4.Sr.1~) R2 :r J.JJ:SO P3 . 9r.li Mar... Total Horz Deflection is .13" at T6 84 :r v.5xl0 4UF'F'ORT RL'ACTIOIVS (lbs.) *The bearing width is inadequate. A Type: TEE-LOK T-~IG ^i~GA. A 3c~int: PL P~t wider sLipport or special detaii mu=t pproval: PC~CA#85-9;DILHFC#87C>0'0-N F'eaction: 6262 6262 6e provided by others. ~f51iEAR (0,'~) 64,9C~,i2O;iSI~) 710, 612, 852, 496, 682, 814 (poundslinch/pair) Brg Width: 6"+~ 6"+~ Joint Prg. Area keq. Fcp =:TENSION (~1 ~C~) 8.+8 8C~6 (pour~ds/inchJpair) Locatian: 3.C~0 223.00 RL iS.C~8 Sq. In. 565 FLATING ME~'HOD: Gf~S~ METHOD PR 11.08 Sq. In. 565 HOLDING VALUES: Specie 11 (0,0) I(90 ,0) I (i~,9U> I(94? 90) I (F'SI per Pair) SP f Flate Location Tolerances: .25" width 25" length or 5% of lenqkh/width - SPF II 400 I 274 I 274 I 274 I 'r' indicates that a plate is in a kQiATED orientation. llF II 460 I 318 1 718 I 318 I 7ype: TEE-LOk' T-GIG ~OGA. Approval: POCAik8:-4•DILHF#87C~030-N HF . 11 400 1 274 1,. 274 1 274 1 HpLDING VALUES (FSI per pair): SF': 460 SF'F: 4pq DF: 4E~U HF: 40U . LESIGN DATA **+t+t VErsion: E5.2 11/20/87 Overall Lenyth (riodel32'0" Thickness: 1.5" per F'ly of 2 FLY TF:USS T.C. Furlin 5pacing: CONTINUOUS Spacing of E+.C. E+raciny: C0IVTtF(Cf0U5--- - LOADING Live Dead Load E>;ceptions ~ CUSTGMEFi: JOH: 12444 G2 Top Chd 80 20 Member: B3--Li4 B4-B5 B3-E4 E+4-H5 Pot Chd 0 20 F'LF Load: 380 30U 14: 143 '7"07AL.: T7T.!T-T'2'F Load Set; Live Live Dead ?ead F'LF Leading Rll loads act dewr~ward. TC JT#1 I T1 1 7'2~ I 73 I l"4 I I'5 I 16 I T7 1 L. D. F. i 5 + load Ezcep#ions are replaceaents inot additionsl ta the laad shown fcr the saEe load set. , PLATES I I r i. 5::4 I 4. 5::4 I r 3;.4 1 4. ":4 I 4 I r 4. 5::4 I DEFLECTIONS (increased 6y 25% to account for joint =lippa~e) E-~FIGHT I U-R--7 I 4-5-12 I E7-1-10 I 12-1-13 1 12-1-13 1 12-1-1' I 8-4-7 I Ma;:. Live Load Deflection is .OS" at 84 VDef==165 (13. 1 9'1.05 ) HOFT. F'AfJEt_+I 6-1-15 I 5-'5-'14 I 6-0-3 i i 4-4-0 I 4-4-0 I 5-8-0 I Mai. Toial Load Deflection is .06" at H4 L/Def=2638 (13.19'/.06") - ' FORCES, LOADS, t< MOMENTS SHOWN BELOW ARE FOF.' EACH F'L_Y OF A^c F'LY TRl1S5. TL TR T85 T4 TS T6 'f7 MEML-+ER ANALYSIS I ( I Meeber Aidth Force Len. _Crit N~erp Moient (in-Ib) lo 1 t E1-E2 (in) 6r {la) fin) Cond ASI 4plil -End1 End2 Mia-P X BSI CS1 ,r'`f ~ ` 'Top Chords- 78 1 T1-T2 3.5 ~ 19 -468 81 PP .07 2.88 -823 1544 1171 46 .30 .37 2 T2-T3 3.5 14 '308 74 PP .04 2.88 -1544 2152 -1218 90 .42 .47 3 T3-T4 3.5 14 87 87 T .02 2.86 -2152 0 1785 60 .AT .44 4 T4-T5 3.5 !S 107 51 T .02 4.17 0 1358 784 38 .27 .24 ; ',t•t ti 5 15-T6 3.5 14 -600 51 PP .04 4.17 -1358 0 784 62 .27 .35 b Tb-T) 3.5 14 -721 BO Mi .11 2.88 6 b 2314 SO .48 .54 1~ ,~t~ l/ Rottom Chnrd=_.: 1 61-F2 5.5 21 394 102 i .43 .83 1312 -748 2124 43 .12 .14 2 62-51 5.5 21 190 63 T .UI .83 748 4611 -4611 100 ,:5 .17 2 51-A3 5.5 21 190 32 T .01 .83 -4611 E246 -6810 64 .45 .46 3 63-B4 5.5 21 243 42 T .02 21.79 -8206 15063 11462 46 B2 .84 4 B4-F5 5.5 21 -0 66 PP 0.09 21.79 -15065 1-4230 10 .82 .82 Web Members: 1< l} •~~i, ~ rr ti',~ /r~ 9 1 72-R2 3.5 MF -232 60 IP .09 8F 2 B2-T3 3.5 qF 219 98 T .ll +1 3 T3-83 3.5 Wf -111 125 LP .24 ' \ ~ ~ ' 7 t,t j~f 4 T4-B3 . 3.5 kF -261 142 lP .29 5 B3-15 3.5 Nf -1281 147 L .77 1 BP.ACE r'f l . r 6 TS-fi9 3.5 11 1034 150 T .21 1 T6-k4 3.5 WF I80 141 1 .09 8 BA-Tl 3.5 WF 1060 tll T .54 ' 4 11-B5 3.5 BP -1421 ?7 iP .63 Fictitious Member=: I FI&.FL E'2 E:4 E.` E1-E2 Kidth E' Force Len. Trpe M erp Ma.EI Mo.E2 E1-E2 Xidth E' Ferce Len. ?yPe N erp Mo.E1 Mo.E2 i ' TO-TL 3.5 1.3 -401 Z iF ~88 233 28 T1-i8 3.5 1.3 T 2 TF ~88 -6 0 ' BO-BL 5.5 1.8 3?4 2 9F .BS -77 351 B5-B6 5.5 1.8 -0 2 Rf .83 0 ! 32-0-0 (Ft-In-16) Ti-EI 3.5 5 302 4 FI TO-A9 3,5 .5 131 0 fi 0.00 -233 11 bL-91 515 1.8 394 5 bf .83 -351 -1312 TL-BL 3.5 .5 19 1 FI TL-71 3.5 1.3 -383 6 TF 2.68 -28 823 * 1 ROW OF LATEkAL PF;ACIIqG ON WEb(S): S Analysis bcsed on fu).1 Uead( l) & Live(2) load with L.ll.F. = 1.15 BC SF'LICE: R2-E3=5.5.:6 i CRITICAL CONDITION CODCS T=Tension 4& 6ending1 case. h?=Mid-pene] Interaediate coluan ca=e for coepressiorrGendi^.g. WO~'Z• FFNEL I 9-;~-8 I 9-7-8 I 7-7-13 I 5-8-3 i tlL=Mid-panel Lang culvan case for coapression-6endin . PP=Panel Point tending 6 coepression Ishort coluenl case. F'L-ATES I 4 I 6,; I ~ .5 8 1 S. S>; 10 1 r 1. 5:;4 { - L=Leng coluan case of 6uckling within the plane af ~I1P LfL55. IP=interbediate coluen case af 6uckling Perpendiculzr to tru=.s. E+C ~3-Tq I B 1 I P2 I b3 i R4 I E+_ I LP=Long cnluan wae of buckling Perpenditular to the truss. SUF'F'OFT REACTIONS (lbs.> * The 6earing width is inadequate. A liESIGPJ SUMMFfiY 2 PLY TRUSS Version: E5.2 11t2O/87 (for entire 2 ply truss) wider suppt~rt or epecial detail must LOADING Live Dead L o a d Er;cept Joint: E+L Pv RS be provided by others. Top CI-~d EtC) ^sl Memher; E~.=-P4 P4-R5 Es3-g4 b4-E'S Reaction: 926 ;7ii9 3839 Joint Rrg. Area F;eq. Fc rao t Chd ci F•LF Lor.d: 78~~ '8%? 143 143 Prg Width: 4" 4"* 4" F+3 1=.43 Sq. In. 42~ TOTAL: r.T"Lg~s'-FLF Loa.d Set: Live Live Dead Dead Loca•tion: 2.c)CJ ^24.~~0 .=02, 25 LLD ,,j'~sdi.~l~ A + loadtEz~eptio sare replacesents ( ot a ditinns) to tAe load :hown for the Sd6E ]4dE 5Et. LUMPER USED (bending values based on =in lE-mEmber use) Short foreal Design Values Shart Fonal . Design alues TOF' AND bOTTOM CHOFDS WEH MEME+ERS Site Raee lumber Nane Fb Ft Fc fcp E' Siie Nase Luaber Naae P6 Ft Ft Ftp E' FF:OM-"f0 SIZE GfiflPE HF:F,CI~dG 4JEF # SIZE 6RADE BFACING s7x1 14 1450-1.35PF 1450 800 ll50 425 1.30 2x6 21 2100-1.85PF 2300 1575 1700 125 1.80 T1-T7 2x4 1450-1.3SPF Continuous 1-4 2>:4 #3 9PF 2x4. NF #3 Sf'f 550 325 425 425 1.20 P1-R5 2:;6 210!i-1.8SF'F Contirawus 5 2x4 #3-SF'F 1 Fav~ _ - ~ 6 ~x4 1450-1. .SFF FLATIN6 Locatiun To7erances: .25' Midth, .25' length or 51 a4 IengthlNidth ~ Max• TC CSI at T6-T7: .59 7-9 2x4 #3 SPF JOINTS: I Mar., bC CSI nt R°•-E4: ,84 - 'r' inclicatES that a plate is in a FO'TRTED orientatien. Ma>:. Web CSI at bJeb #5: .77 Tc^ : r 1. 5::4 T3 4. 5>:4 T4 : r 4 T5 4. Sx 4 T6 3>:4 T7 :r 4.5>:4 B1 . ~>:4 B2 . >c4 R3 . 3.5>;S B4 . 5.Si1C~ DEFLECTIONS E+:, :r 1,5::4 M<i:;. Live Load De{lection is .p,:;" at F4 LiDFf=31E65 (13.19'/.0511) i CHUhD SF'LTCE:S Mear., '1'ot.~il Load Dcflection is .CrS" at Ec~} L/lle~f=<6.:,8 (13.19'/.Ct6") : ''tPi`N= :5.5::6 SUF'F'ORT F:EACTIONS (Zbs.) ~ The bEaring asidth is incdequate. A ~ (for entire ^ ply truss) wi.der support or =pecial detail must ~;Ty~e: TEE-LQY T-GIG 26GA. A~,proval: HOCA#85-9~DILHR~#8700=(?_N .7oint: NL A3 RS be provided 6y others. ~SH AF (0,3n bp,9C1,1^C~~150) 730, 612~ 85L~ 49b, 682; L~Sh (pounds/in~_h/pair-) I Reaction: 9,c6 5709 3839 Joir~t E+ry. Area Feq. Fc~ ~:TENSION (4 '~C~) 8_~8 E?Ub (pounds/inch/pair) i Hrg Width: q" q~~+~ q^ P3 17.4: 8q. In. 42., PLATING MEj'HOD GROSS~ METHOD i Location: 2.00 224.00 38^.25 }iOLDING VALUES• Specie II t0 ,0> 1t90 ,0» I(O 9C~7I(9p 40»I F'late Location Tolerances: .25" width 25" len th or 5% of len th/width ( PS I p er Pa i r) . TS.. r_ v~"F3T I 4 9 SFF II. 4n0 I 274 I 27R I 274 I "r' indicates that a plai:e ie in a RO~ATEU orien•tation. . DF II 460 I 318 I 318 f'18 TXFe: TEE LOK T-GT6 ''OGA. Approval: PDCA#85-4;DILHRq27nc>?n-N uF I I 4.rif; I I 274 I ~ ~ ii.ii n1rNG7 t:rI UFc; rpc:T 4,.•-• .rr-. r. ~x., . ~~l~~ DESI6N~DFTA Version: E5.2 11/20/27 Overall Lcnyth (madel): 33'2" Truss Thic4;ness: 1.5" ~ T.C. F'urlin Spacing: CONTIiJUOUS Spacing of R.C. Pracing: CONTINUOUS L.D.F.: 1.15 LOADSN6: Top Chd Live 40 TcP Chd Dead 1~~ EiGacir~q: 2't>" Pot Chd Live C> E~ot Chd Dead it> Total 60.C) F'SF GEFLECTTOtIS (increased by 25'1. 1_o account For joint 3 lipp.~r'~e) Mau:. Live Load Deflection is .18" at P.+ l/Def=2112 (31.69'/.1E3> CUSTOPiEfi: JCiB: 12444 FTi Ma:;. 'Total Load Deflection is .26" a.t P3 L/Def=1463 (31.69'/.26") Mar.. Total Horz Deflection is .I1" at R6 *x#* MEMHEk ANALYSIS k**r `f'C JT# I Ti I 1 T4 I TS I Tb I T7 I T8 I : nestFr . kidth force len. Crit Cond ASI 8 (pl y il erp -End1 Monent (in End2 - BiIG)d=F Y BSI C51 t Ef-E2 ±in) 6r (I bl lin) lo f'LATES I I r 1.5::41 4.:>:4 I 4.5>;4 I 3:;4 I 5.5%:6 I r J.J:':CII r 1.5::41 .:Top Chords: ' HEIGHT i 0-4-7 I3-7-1 I 6-3-0 1 9-5-13 I 9-5-13 I 9-5-17 I 9-:-13 I 8-4-7 I `1 TOL-TO . 3.5 14 0 17 T 0.40 0.00 -0 0 -0 90 9.00 0.00 ~ HUR2, F'AfdE:L I 4-9-15 I3-11-151 4-10-3 I 5-6-1 1 I 5-6-11 I 5-6-11 I 1-9=0 I 1 T1-T2 3.5 14 -2895 65 . PP .40 5.77 -2564 1084 -1321 10 .44 .85 2 T2-T3 3.5 14 -2534 58 PP .37 5.71 -1089 .661 -1648 40 .46 .82 3 T3-T4 3.5 14 -1983 71 MI ,30 5.77 -2667 4 2380 59 .44 .74 4 14-S5 3.5 14 -1615 66 PP .23 8.33 0 3555 2452 40 .61 .84 Tl 7`2 T35 T4 75 TBS T8 5 75-T6 3.5 19 . -1444 67 FP .20 8.33 -3555 3599 -1928 90 .62 .82 ~ b T6-T7 3.5 14 -856 68 pP .12 8.33 -3599 0 2935 60 .82 .74 7 T7-T8 3.5 14 -9 23 NS 0.00 5.77 0 13 361 50 .08 .Ob Eiottom Chords: 1 81-82 3.5 19 2322 87 T .48 1.61 -1301 488 119 56 .22 .11 2 8213 3.5 14 2053 74 , T .42 1.67 -588 1203 -723 90 .21 .63 : 3 83-51 3.5 IA 1557 27 i ,33 1.67 -1103 -475 475 100 .21 .54 ~ J' 3 SS-64 3.5 14 1597 72 T .33 1.67 475 916 952 33 .17 .50 4 B445 3.5 14 1169 56 T .24 1.87 -416 402 -564 14 .17 .41 ' 4 ff ( 5 B5-A6 3.5 14 303 60 T .Ob 1.67 -402 3 561 57 .10 .Ib r:~i •,+,L` ~ 1~ t r UJeb Memt,ers: //15 ~ i T2-92 3.5 kF -305 51 1P ,14 2 8243 3.5 NF 355 73 T .18 3 T3 H3 3.5 MF -689 RS LP .84 4 T4-H3 3.5 61F 654 110 T .33 -ri•'"' ~rt,~ 12 5 B3-75 . 3.5 MF 31 128 T .02 6 T5-B4 3.5 kF -686 115 LP .52 1 BRACE 7 7 AA-Tb 3.5 WF 811 115 T .41 B Tb-RS 3.5 Xf -1420 113 I .63 2 BRACE5 r, ! 10 11-k6 3.5 HF -1805 112 ] .80 2 BRpCES Ii il B6-T8 3.5 kF -94 48 IP .OS 1 BP.ACE ~ I ~,gL E12 g3 Hq ES E5 Fictitious Mem6er=: E1-E2 bidth E' Force len. T pe Nyerp ho.E1 Mn.E2 E1-E2 Midth E' Force Len. T pFe N erp Mo.E1 ISe.E2 TO-TL BO-BL i,5 1.3 2322 2 bF 1.67 -1006 2519 R6-B7 315 113 0 2 BF ~67 -~3 -0 ==-0--0 <Ft-In-16? T1-A1 3,5 .5 -553 3 FI TO-BO 3.5 .5 -755 I FI 0.00 394 1408 6L-B] 3,5 1,3 ygqp 2 BF 1.67 -2519 1307 TL-BL 3.5 .5 -515 2 fl # i ROW GF LATERAL BkACTNU ON WEA(S) : 6 11 TL-Ti 3.5 1.3 -2623 2 TF 5.77 -1497 :56~ +rat2 fiOWS OF LATEF;AL PRF;CIN6 ON WEri(S): 10 ~*+f~ CFiITICAL CONllITION CCIDES }o** HC-SF'L'!CF_: B3-R4= :::4 T=Tensian 6er.ding) case. MS=Nid-panel SAort celuen case for coapression-6ending. . MI=Mid-panel Intercediate colum case fnr cadpression-hending. ML=Mid-panel laag colusn case fcr coepreasion-ber.dingt HOF;Z. F'FNEL I 7-7-4 I 6-]-1.~ I 8-2-15 ! 4-1C>-4 I 5-1-12 ! : FP=Panel Point bending L compression lshort cflluan) case. 1=Internediate caluon case of Duckling in plaoe of 6 truas. PLAi-ES I 4.5r,6 I 3>;4 I =.5rx6 I 4,5;:4 I r 3.5r;8 I 4.5>:4 I . IP=lntermediate caluon [ase of bucklirg Perpendicular t9 tN55. LP=Long caluon case of buckling Perpendicular to the truss. EaC J T# i H 1 I E<<' i P3 ! P4 I E+5 I Pb I SUPPORT fiEACI"IONS (lbs.) Joint: RL R6 DESIGN SUMMFRY Ver=.ion: E5.2 11120/87 keactiom 1921 1919 L.D.F.: 15 LOADING: l"cp Chd l_ive 4~~ Top Chd Dead 1~~ E{rg 4lidth: 4" 4" Spacing: 2'U" Pot Chd Live 0 Pet Chd Dead lU 7ota1 60.0 F'SF Location: i.on =gt. 2;, ' TOF' AND E+OTTOM CHORDS kEB P7EMPEf,B LUM$Eh LJSED *.m!bendir,g 'valt.tea baserJ on reGetitive-mem5er u-_E> FFiOM-TO STZE GRAPE BRAC7:NG WEP # SIZE VRADE PFiACING &hort Fornal De=ign Values SAnrt Faroal De:ign Values ; T1-'f8 2;;4 1450-1. =5F'F Continuwus 1-5 2:;4 #3 SF'F Siie Name Lumber Mase fb Ft k Rp E' Si:e Naae Lusber Naee Fb ft Fc kp E' 91-R6 2>:4 145t~-1. 3SFF Contin~tous b 2;:4 #f3 SF'F 1 Row 2x4 14 1450-1.3SPF 1650 800 1150 425 1.30 2x4 Mf 13 SPf 650 325 425 425 1.20 ' 7 2>: 4 SF'F Ma>; TC CSI at 1'1-T2: .85 8 2x 4 #3-SF'F < Rows F'_fll'IhdG Location Toler;nces: .25' hidtb, .25' length ar SX af length/width i Mar,. . PC CSI at P1-P2: .71 9 2::4 SF'F c JGINI'S: ~ Ma>:. Web CSI at bJeb #3: .84 10 2x4 #3SF'F 2 RoG-is indicates that a plate is in a ROTATED orientation. ; 11 2>;4 #a_SF'F 1 Faw , 72 : r 1.5x4 T3 4. 5;:4 T4 4.5x4 TS 3r.4 l'6 5. ~::6 ?7 :r J.J::E+ TB or 1.5::4 E~1 4.S.~E~ R2 . v>;4 P3 . t.~::b DEF'LEGTTONS :B4 : 4.5r,4 PS :r 3.5>:8 Pb : 4.5x4 ' Max, Live Los.d Deflection i= .fS" at R3 VDef=2112 (31.E9'/.18") Mar,. Total Load Deflection is ,26" at D3 L/Def=1467, (31.69'/.26") CHCiRD SPLICES: I P1esr,. Tc=tal Horz Deflecti.on is .11" at P6 B3-B4 : 3;:4. . S'UF'FOF:T REHCTIONS (16s. ) „Typ e: TEE-LOH' T-GIG 2l~GA. Approval: POCF~#85-5•DILHk#87C)n3~>-N I Joint: RL Rb SHEAR (0,3t.1 (,0,90,1<fi 150) 710,61.^_, 852 ~ ~+96, 68._, t314 (pounds/inch/pair) f~~aaction; 14:'1 1919 WNSION (l~ 0) 8i8 806 (peunds/ineh/pnir) Prg Width: 4" 4" ATTNV MEtHOD: GROS~ METHOD L.ocation: 2.40 322.25 HOLDING VALUES: Specie II (4,t>) I(4C~ 0) I(0 9U)i{?c7,90)I FSI'per F'air) SF'-1'T-~SQ"-~-.1~T- ~~~-8-7-oTS-T I F'late Location Tolerances: .25" width 25" length or 5% of length/width SPF II 400 I 274 I 274 I274 I i'r' indicates that a piate is in a F0UTED orientation. " DF II 460 L 318 I 318 I318 I Type: TEE-LOK T-GIG 2i~GA. Approval: RQCA#85-9•DILHF#S70C>30-N HF 11 4C~Q 1 274 1 274 1 274 1 HOLDING VALUES (PSZ per pair): SF: 46~~ SF'F: A!>0 bF: 460 HF: 400 . , , . . . , LUSTOMER: JOfi: 12444 b ,a : _ _ . . DPSIGhJ DA7A Uersion: E5.2 11/20/87 Overal l'Lenyth (model 18' 10" '1"russ l"hicF!ness: 1.5' TC JT# I T1 1 TZ I T= I T4 I T5 i T6 I T7 1 .T.L', F•urlin 5pncing: COfdTINUOUS Spacing of F.C. Rrncing: CONTIF•IULUS PLAi"ES I i r 1.5::4 I =>;4 I r 4.5x6 I 3:;4 I r 1.5;,4 1 I L.D.F.: 1.15 LOADING: Top Chd LivP 40 Top C~id ~1ead 10 ; HEIGHT I ~:~-4-7 I 2-7-5 I 4-7-9 1 6-7•-13 I 4-7-9 I 2•-7-5 I C,i-4-7 I Spacing: 2'U". Sot Chd Live 4 bot Chd llead 10 Tata7. 60.0 F'SF ; 1-IC1RZ. F'ANE'L 1 3--4-5 I ~-~7-5 1 3-!]-S I~U-S I 3-c~-; I 3-4-5 1 i - - UEFLECTIOFdS (increased by 25% to account for joint slippagr) ! ~ ~ta::. Live Load De4lectivn is .44" at F<3 L/Def=5~!0 (18..=.='/.44") i7 T~ 72 T4 TS Tb' T7 iha>;. Total Load Deflection is .66" at N3 L/Def=333 (18.33'/.66") ( I N1es>:. Tctal Florz Def 1 ecti on i s . 75" at S6 *X.** MEMLiER ANALYSIS tleater Width Furce Len. Crit k~erp Moeeat (in-lb) Lo ./f ~ t Ei-E2 !in) fir flbi (in). Cund ASl (pli) -Endl End2 Miu-T X B51 CSI Top Chords: 4 , 1 T1-T2 3.5 19 -3441 24 PP .50 5.77 -2158 -1591 -1618 10 .37 .87 1 T2-T3 3.5 14 -3324 44 h5 .48 5.77 1541 1101 1450 26 .31 .82 S 13-T4 3.5 14 -2136 44 VP .34 5.71 -1101 0 680 60 .19 .59 -t ~ 4 T4-T5 3.5 14 -2736 44 PP .39 5.77 0 1100 891 40 .19 .SB ;X" 5 T5-T6 3.5 14 -3330 44 IfS .48 5.77 -1100 -1585 1946 74 .33 .81 lc '''~f`~ I+'~;``--'•-- ,`~'"•~~~'lc 6 T6-11 3.5 14 -3442 24 PP .50 5.17 1585 2155 -1626 40 .37 .81 Hottom Chords: j x~L~"~' I ~'~~,'a. 1 B142 3.5 14 3036 34 T 63 1.38 -197 -891 817 40 .15 .78 T B2-fl3 3.5 N 3098 69 T .64 1.38 891 0 1144 32 .20 .84 - - 3 8344 3.5 74 3448 60 . T .64 1.38 0 -840 1154 88 .20 .84 ~ 4 B3-135 3.5 lA 3037 39 T .63 1.38 840 806 815 10 .15 .78 Web MemGers: 1 T 2- B 2 3. 5 M F 2) 1 8 i Al 2 B2-T3 3.5 MF -10 33 IP 4.00 5 5 I 5•~~''~ 3 T343 3.5 NF -544 36 IP ,22 ~~y I 12 ri'., 4 T4-A3 3.5 14 2774 27 T .51 5 83-175 3.5 Nf -549 36 IP .22 Ei:.HL H2 E;:? Hq HF.h.BS 6 T5-134 3.5 MF -10 33 IP 0100 7 84-16 3.5 MF 27 18 T .01 ' Fictitious Members: 18-1U-0 {Ft-In-Sh) TO TL W3tl5h 1E3 F1778 Lf4. TTFe N5.17P M2361 M3305 TR TB p3~5h 1E3 For1820 Le4 TT~e M?77p n3225 M?355 B6-BL 3.5 1.3 1804 3 BF 1.38 -2804 2420 BR-B6 3.5 113 1842 3 bF 1.3f -2758 2883 TI-Ef 3,5 .5 -173 7 FI 0.00 4435 4184 TO-BO 3.5 .5 -781 3 FI 0.00 2381 2804 L_EPT t•JEDGF_ 1iEIGHT: 3- a RIGHT WEDGE HEIGH-!: 8 18-A6 3.5 .5 -821 3 F1 0.60 -2355 -2883 95-T1 3.5 .5 -176 7 FI 0.00 -4104 -9963 BL-Bl 3.5 1.3 , 1658 22 Bf 1.38 -2920 -3387 TL-BL 3.5 5 -758 4 Fl FIClfiZ. F'AhJEL I 4-111-8 I 4•-b-8 I 4-6-9 I 4-10-8 I ° TL-T1 3.5 1.3 -2151 20 TF 5.17 -3305 -2178 811-65 3.5 1.3 1682 21 BF 1.39 2758 3248 TR-8R 3.5 .5 - -712 4 FI iB-T7 3.5 1.3 -2174 .'0 TF 5.77 a:25 2708 HEI6HT I C1-tr0 I 2--0-1 I 4-1-1 I 2-0-1 I 0-0-0 I F'LHTES I ,57( I 3x4 I 7:_8 I :;;4 I <J,SX I CFiITICRL CONDITION CODES BC J T# I I ki I P71 1 Fi4 I BS I i=Tension (k bending) tase. MS=Mid-panel 5hart coluan case for conpres=.ivn-6ending. ! - - PP=Panel Point 6erding 6 coepression tshort columnl wse. 1P=interrediate cotumn wse o4 butkling Perpendicular to truss. L1ES2GN SUMMAF:Y ~*+t~ ii L.D.F.: 1.15 LOADING: To E~-sior~: ES.? ~ 1]/<U/87 SUF'F'DRT REACTTONS tlbs.> p Chd Live 40 1'op Chd Dead 10 Joint: PL Pk ! Spacing: 2'0" ?iot Chd LivE C) Pc,t Chd Dead li) Total 6(.).0 F'SF F.'eaction: 11=0 il'n i - - - - - - - - l'OF AhdD BOTTOM CHOF;DS WEP MEIqBEFiS brg Width: 6" 6" I, FROM-TO SILE GFAL!E BF:ACING 4JER # SIZE 6RADE RRACING Location: _.ixO i2v.c>t~ . ; "f1-T7 2;;4 1450--1.3SF'F Centinuous i-3 2;;4 #3 SF'F LUMREF USED (bending values Grised on repetitive-mem6er u.se) , 81-P5 2r.4 1450-1.3SF'F Cortinuous 4 2„4 14i9-1.3SF'F ' Stwrt Forpal Design Values SAart faraal De=ign Values ' 5-7 <;; 4 #3_5F'F 5ite Raee Luader Name F4 ft Fc Fcp E' Size Name LueGer Naoe F6 Ft Fc Ftp E' Ma>:. TC C5T at T1-T2: .B'7 2x4 14 1450-1.35Pf 1650 860 1250 425 1.30 2.4 MF i3 SPF 650 325 425 125 1.20 h1a:;. RC CS I at R2-B3: .84 - Mar,. Web CSI at Web #4: .57 PLATING location Tolerancesi .25' hidtA, .25' length ar SX of length/width *xx* DEFLECTIONS 'r' i.ndicates that a plate is in a FOTATED orientation. Mar,. Live Load DeflectiGn is .44" zt R? Linef=:;C>+:~ (]8.33'/.44 T'~ r 1.5:;4 1'.~ "„4 T4 r 4. r~ : : :_°,>:6 TS : ~•>;4 Tb :r i.°,r.4 F< . 3>;4 Ci3 7>; 8 P4 . 3x Max. Total L_cad Deflection is .66" at b.~ _/Def=333 (12.'.:'/.66") . 4 htax. Total Horz Defl.ectic+n is ,15" at fib 7ype: TEE-LQk' T-6IG 2~~GA. Approval: EOCA#85-9•DILHfi#870~~3n-N SUF'FORT RF_ACTIONS (lbs.) rSHE;TENSAR (4 TQ 40,9V,lit~ 150) 71~~, 612, 8:i2, 446~ 682'1 814 (pounds/inch/pair) Fi Joint: RL PF ~ eaction: Sl:ic> 1130 TON ~C~ '~0> 8c~8 806 tpounds/inch/pair) Br blidth; 6" 6" PLATIN6 ME'~HQD: 6FOSS~ METHOD ! g NOLDTNG VALUES: Specie II (O 0) I(40 ,0) I t0 90>I(9n,90>I Location: 3.~>U 223.h+~ (F'SI •per Fair) SP-T7-8-~ 7d 1' SFF. 11 400 I 274 I 274 , 1 74 I F'7.ate Location Tolerances: .25" width 25" length or 5% of length/width ~ i ~ DF 11 460 L- 318 1 318 I 318 1 'r' indicai:es i:hat a plate is in a F0~"Al"ED orientation. r;.. HF I I' 400 I 274 274 I 274 I Typ e: TEE-LGk' T-GIC 2C~6A. Approval: POCA#k85-9•DILHR#87i.~p3<i-N NOLDIN^ VALUES (F'SI per pai.r): SF': 46~? SF'F: 400 ~JF: 460 HF: 400 - C'U:i7LMER: JOPt 12444 M2 - TC JT# I 1'1 I T2 I T3 I T4 1 I ' ` ""r 1.Sr,4 1 4.Ss:b` I r S.Sr,4 1 FLATEB 1 I ~ . , - FIE I 6HT I 0-4-7 I 4-7-3 i e-5-10 i 12-8-7 i - NGFtiZ. F'AfJEL 1 6-4-1 I 5--9-Ip I 6-4-4 1 , T1 T2 73S T4 DESTGN DATA Ver=_.ion: E5.2 I1/20/87 I ~ CJverall Lenyth (model): 19'8" Truss Thic4:;ness: 1.5" ~ lp , T.C. Purlin Spacing: CONTIPJUOUS Spacing of P.C. Bracing: GGNTINUUUS ~j L.ll.F.: 1.15 LOADING: Top Chd Live 40 Top Chd Aead 1C3 Spacing: ~~'O" Pot Chd Live O Rot Chd Dead 10 Tatal 60.0 f-''SI= DEFLECTIONS (increased by t`;% to acceunt.for joint Eilippzge) Ma:;. Live Load De{lection is .05" at T2 L1Def=4:65 (]8.19'/.05 Ma::. Totnl Load Deflection is .07" at Es2 L/Def=3113 (18.19'/.07") Ma>;. Total Uplift i.s .15" nt TQL Mar.. Tetal Horz Deflection is -.08" at TOL 1r MEMRER ANALYSIS tleaher Width Farce len. Crit X~erp Moient tin-lb) Lo t fl-E: (in) 8r tlb) (in) Cond ASI iplil -End1 End2 Mid=F 1 BSI C51 , Top ~~hords: . X',\ J TDL-i4 3.5 :4 -D 17 PP 0.00 0100 -0 -0 090 0.00 0.00 1 11-i2 3.5 19 -1306 87 PP .19 5.17 -1732 3606 2803 Afi .62 .81 2 T1-13 3.5 14 -964 89 PP .14 5.17 -3606 4536 -2624 90 .78 .92 3 T3-T4 3.5 14 34 40 PP 4.00 5.17 -4536 13 3731 50 JB .14 Pettom Chords: .--il `t•j! 1 13142 3.5 14 1049 108 T .23 1.67 240 2471 1518 36 ,41 ,64 2 B243 3.5 11 584 199 T .72 1.87 -2411 3 1396 62 .41 .54 ~'`f Y! 1 :X Web Members: 1 T2-132 3.5 MF -502 62 LP .24 P18.PL 1325 E13 1 B2-?3 3.5 MF 678 104 T .35 3 T343 z;5 ItF -472 123 LP .86 1 BRACE 18-6-C> <Ft-In-18> 1 T4-63 5 14 -264 147 LP .12 1 BkACE Fictitious Members: , ,%1 FI-E1 bidth E' Fnrce Len. TYpe N erp Ma.E1 Mo.E2 E1-E2 Nidth E' Por:e Len. Ty e M erp Ke.E1 Mo.E2 ~ T~ .I1 -0 TO-iL 3.5 t.3 -ia35 2 TF ~71 -181 1209 T4-TS 3.5 1.3 -4 2 I *+1 R.f}W OF LFTERAL PF'ACIfJG ON WE5l5): 4 66-BL 3,5 1.3 3099 2 BF 1.67 -481 434 63-HA 3.5 1.3 0 2 bF 1.51 -3 -4 T1-P1 3.5 .5 -562 3 FI TU-b0 3.5 .5 -227 1 FI 0.00 181 4E1 BL-81 3.5 1.3 `1099 2 BF 1.67 -439 -250 Tl-BL 3.5 .5 -251 2 FI ' tIGRZ. F'ANEL I 9-v-I1 I 4-2-5 I '-TL-TI 3.5 1.3 -1165 2 Tf 5.77 -1209 1732 ' P'LFITES I 4.5>:4 I 4.5i;6 I 3r.4 I CRITICAL CONllITION CODES 4~tiC JT# I P1 I P2 I E+:3 I T=Ter:sion !5 bendingl caae. Ml=flid-panel Long colusn case for coopressian-bendino. PP=Pane] Point 6endinq 8 compression tshart calwnl case. LP=long colnen wse e4 tu[kling Ferpendicular to the trusE. DESIGN SUMMARY Version: E5.2 11120/87 L.D.F.: 1.15 LOADING: Top Ghd Live 40 l"op Chd Dead li~ 5UF'F'ORT REACTIONS t16=.7 cpacing: 2'C>" Pot Chd Live 0 Rot Chd Dead 10 Total 60.0 PSF Joint: HL B3 ' F.eacti.on: 1111 1109 TOF' AND E+OT1'OM CHORD6 WEH MEMRERS j'{rg blidth: 4" 4" FFIOM-TQ SIZE 6FF,DE PRACIN6 WEP # SIZE 6RP.DE FFACING Locatinn: 2.00 ^2c7,^5 -Ti-T4 2::4 S~}J~~-L.3SF'F Continuous 1-2 2;;4 #3 SPF Y . PS-P._ 2:;4 1450-1.3,5F'F Continuous : 2•:4 #±-SPF 1 Row LUMBER USED #+~(bending values ba=ed on repetitive-mEmter use) 4 2>;4 1450-1.3SF'F 1 Row 5hort Foreal Desiqn Yaiues Shnrt Foraal Design Values Max. TC CS I at T2- tz: .92 Size Naae Lumber Nase Fb ft fc Fcp E' Si:e Na~e lu¢ber Name FD Ft fc kp E' "~aY• FC CSI at RS-B2: .64 ; 2x4 14 1450-1.35PF 1859 800 1150 425 1 .30 2z4 NF #3 SPF 650 325 425 +25 1.20 Mar,. Web C5I at Web #3: . 86 RLFTING Location Tolerances: .25' Midth, .25' length ar `X af lengthtNidth PEFLECTIOhJS r' indicates that a plate i= in a FiUTATED arientation. M-r,x. Live Load Deflection is .45' at T2 L/Uef=4365 (18.19'/.05") T2 :r. 1.50:4 T3 : 4.5>;6 T4 .r 1.5:;4 R1 : 4.5x4 b2 : 4.5~:6 Ma;:. Tatal Load Def.lection is .~~7" at A2 L/Def=3118 (18.19'/.07") R= . 3x4 Ma.>:. Total Uplift is .15" at TOL Mar.. Totat Horz Deflection is -.08" at TpL - ';.Type. 'TEE-LOK T-6IG ^C>GA. Fipproval: RUCA#85-9;DILHfi#27~703i~-N **i* SUF'F'GFtT FEACTIONS tlbs.) SHEAR' (t?:30 60~90~12C~~i5C~) 71C~a 612, 85'Z~ 496, 682, 814 (po~_inds/inchJpair ) Joint: PL P3 'i;TENSION : 8 v8 8~>E~ (pounds/inch/pair) REaction: iiii 1109 "+:YLATING MEtHOD: GfiOS~ METHOD Prg Width: 4" 4" HOLDING VALUES: Specie I I {p 0) 1(90 ) 1 (C7,9~» I (90 4C>) I Locatic+m 2.00 2xC1.25 (PSI ;per Pair) SP{-b~T-~-.j.-8~l-1-+T8~-H'8-1- SYF 11 400 1 274 I 274 I 274 I F'late Lecatiun Tolerances: .25' wi.dth 25" length or 5% of length/width DF ; 11 460 1 318 1 318 I 316 I "r' indicates that a plate is in a ROtATED orientation. HF I1 400 1 274 I 274. 1274 1 Tvpe; TEE-LOk: T-6IG 20GA. Approval: POCA#85-9•DILHFi187C>O30-N _ HhL.DING VA~UES (F'SI per pair>: SF's 464 SF'F: 400 ~F: 460 HF: 400 ,~,...Y:,.__.. r._ - _ _ . • + DcSIGN UATA Ver=ion: E5. 2 11/20/87 Over-all LenyCh (mcde1): ?;n•q." Truss Thick:ness: 1.5" . T.C. Furlin SPcin9.' CGNTIP1UOUu SF'- ~cin9 of P.C. Fracin9: CONT'INUOUS a _ - . , . . . _ . _ . _ L.D.P.: 1.15 LOADSNG: l"o4~ Chd Live 4~~ 7op Ghd Aead lU CUS IUI`7L-Ft: J Ub : 1 :=4~+4 :~pacing: 2"~~" Rct Chd Live O bot Chd Dead 10 Total 60.C> PSF DEF'LECTIDNS (increased by 25% to account for joint =lippage) ~ IG JT# I T1 I 12 I T3 I T4 I TS I T6 1 T7 I Mai: Live L_cad Deflection is .17" at T5 VUe4=1953 (27.67/.33 ) F'LAIES { V r 5,5;;4 1 r].5r,4 1 r~5r,6 1 r i.5::4 I r 1.5>:4 I I Mar.. Total Load Deflection is .24" at TS L/Def=1383 (:'7.67'/..~4") H~.IGHT I C>-4-7 1 3-7-15 I 6-8-3 I 9,8-7 I 6-8-3 I 3-7-15 I 0-4-7 1 `Mar,,. Totai Herz Deflecticn is .13" at TOR HUFZ. F'AhdEL l 4-11-4 I 4-6-6 I 4-6-6 I 4-6-6 I 4-6-6 1 4-11-4 I MEMPER ANALYSIS MemGer Nidth - forte len. Crit W~perp Mosent (in-Ibl Lo TC SF'LICE: Ti-Ti=3~:4, TS-T6=3r,4 ! EI-E2 4in) 6r Ilb) Sin) Cand P5I (gli) _Endl End2 MidF X ESI C51 Top Chord s < Tt T2 T3 T4 T5 Tb 77 I TOL-7A 3.5 14 0 11 T 0.00 0.00 0 -4 0 90 0.66 0.06 b TB-TDR 3.5 14 0 17 T 0.00 0.00 -0 -0 -0 10 0.00 0.40 , 3 T1-T2 ;.5 14 -2381 67 PP .34 5.77 -1987 1829 1336 54 37 .57 ! 2 12-51 3.5 14 -1993 55 PP .24 5.77 -1824 642 471 57 .31 .60 2 51-T3 3.5 14 -1443 11 PP .29 5J7 -642 2402 -1236 38 .41 .10 3 T3-T4 3.5 14 -2023 65 PP .29 5.77 -2402 0 1996 60 .41 .70 4 T4-T5 3.5 14 -2023 65 PP .19 5.11 0 2402 1496 40 .41 .70 5 T5-S2 3.5 li -1993 11 PP .29 5.77 -2402 642 -1236 82 ,41 JO 5 52-T6 3.5 14 -1943 55 PP .79 5.71 -642 1829 471 43 .31 .60 6 T6-T7 3.5 11 -2381 67 PP .34 5.77 -1824 1887 1335 50 .32 .81 bottom Chords: ~ :``~''f % 1 AI-02 3.5 14 1480 110 T .41 1.67 -1348 1593 1440 99 .27 .68 l'45 2 B2-S3 3.5 14 1216 54 1 .25 1.67 -1593 -871 871 140 .27 .53 ffj \~~.4 2 S343 3.5 14 1216 SA T .25 1.87 B71 1543 871 0,27 .53 ' 12 12 3 B344 3.5 19 1989 110 T .41 1.87 -1593 1348 1440 51 .27 .68 i / 4)eb ttembers: i 8 1 72-81 3.5 MF -394 68 LP .27 ~.f/ !rf t,~ •;r~ 2 T342 3.5 WF -598 76 LP .45 3 H2-74 3.5 Yf 1029 125 T .52 i t~~t ~•'b 4 T4-83 3.5 MF 1029 125 T .52 j = M'', •~J` 5 T5-B3 3.5 Mf -508 ib LP .45 b B3-T6 3.5 NF -344 58 LP .27 I Fictitious Members: ~ GrfL` I i ~'w~~ Ei-E2 bidih E' Force len. Type K erp Mo,Ei Me.E2 ES-E2 8idth E' Force Len. TyEe N er? Mo.E1 Mo.E? ~ i ?0-TL 3.5 1.3 -2040 2 TF ~77 -364 1540 TR-T9 3.5 1,3 -2050 2 Tr ~77 -1590 364 j Et#:HL 112 H3 ER8.1?4 BO-AL 315 1.3 1990 2 Bf 1.67 -831 2265 FR-RS 3.5 1.3 1986 2 BF S.bJ -2:05 831 Tt-R1 315 .5 -39E S fl 70-BO 3.5 .5 -715 1 F1 0.90 364 831 TB-B5 3.5 5 -715 7 E] 0.06 -364 137 T714 3.5 .5 -358 3 fI 28-0-0 (f=t-In-16) 5L-BI 3.5 1.3 148u 2 BF 1.67 -2265 1348 TL-9L 3.5 5 -471 2 fI j 11-11 3.5 1.3 -2292 2 7F 5.77 -1590 1867 9P,-B4 3.5 1.3 1480 1 BF 1.67 2265 -1:48 TR-BR 3.5 .5 -471 2 fI TA-T7 3.5 1.3 --2292 2 TF 5.17 1540 -ifl$7 ' i DC SF'LICE: R2-P3=3.5.;6 ' *.N#* CRITICAL CONDITION CODES T=Tension tL bending) ctse. XL=Mid-panel lang coluen case far coapression-bending. I HORZ. F'ANEL I 9-5-SS? I S-E~-12 I 9-5-]C> 1 PP=Panel Point bendirsg 5 coepression (short rolubn) case. LP=Long coluon case of huckling Perpendi[alar to the truss. ~ FILATES I 4.5;;6 I 3 .w>;SCt I +.5>:1C.) I 4.5s:6 I IDC JT# I R1 I R2 1 B3 I H4 I SUF'F'ORT REAC7ION5 (1bs. ) +~K~* Joi.nt: PL PFt i fieaction: 1680 1680 DESIGN SUMMARY Uer=_ion: E5.2 11/20/87 Brg kidth: 4" 4" L.D.F.: 1.15 LOADItJG: 7op Chd Live 44 l'op Chd Dea.d lU Location: 2.{+0 334.r~p SFacinq: 2'0" Hot CF~d.Live O Pot_Chd Dead 10 Total 60.0 FSF LUI7FtER USED (bendina vnlues ba=_.ed on repetitive-Member use} T0P AND B07'TUM CHORDS - - - - - - - WEE MEMPERS Short Formal Design Values Shnrt fnreal.. Design 9alues ' f=ROM-7'O SIZE GF.ADE RRACING b1EP # SIZE GRADE HRACIN6 Sixe NaFe Lusber Name FE Ft F[ Fcp E' Site Naoe tusGer Nate Fh Ft fc fcp E' T1-T7 2>;4 145~~-1. =SF'F Cor~tinuous 1-6 2r,4 #3-SF'F ! 2x4 14 1450-1.35PF 1650 8(~0 1t:,0 425 1.30 2x4 NF i3 SPF 850 325 425 425 1.20 BS-134 2>:4 1450-1. 3SF'F Continuaus ' Mar.. TC CSI at T4-T5: .70 F'LATING *#+**x+ Lowtion Tolerances: .25' ridth, .25' length or SS of lengthlwidth Max. PC CSI at P1-82c .68 " JUINTS: Mar,. Weh CSI at Web #3: .52 r' indicates that a plate is in a F:07A7ED orientation. DEFLEC7IONS T2 :r 1.5>;4 T3 :r 1. :;4 T4 :r 3.°.r;:6 TS :r 1.5>:4 T6 sr 1.5::4 PS : 4.5>;6 P2 . 3.5>:iO H3 : 3.5r,i4 E+4 : 4.5::6 ihax. Live Load Defiection is .17" at TS L/Def=1957, (27.67'/.17") ' Max. Total L_oad Deflection is .24" at TS L/Def=1383 (27.67'J.24") CHOFD SF'LICES: , Max. Total Horz Deflection is .13" at TOR T2-T3 .3„4 T5-T6 ._;;4 92-P7, .3.5;6 #~e** SUF'FORT F'.EACTIONS (Ibs. ) Typ e:; TEE-LOk' T-GIG 20GA. Approval: POCA#65-O:DILHR#870~?un~C>-N Jeint: • E{L EsF -SHEAFt (~~,3U 6U,90,12O;i5C~) 71t), 612, 852, 496, b8.'2, 814 (pods!i r~chlpair) Reaction:` 1680 ibBU :,TENSION.(n '~p) 8.c,g 8C>b (poun~Js/inch/pair) Brg Width: 4" 4" ''PLATING MEfHQD: CROSS~' METHOU Location: 2,<uj ;y4.f~.i , ~HOLDIPIG VAWES: Specie 11 (U U) I{q0,0> I {6,yU3 1(40 9i?) I (PSI •per F'air), 5P-?T4-~'4-T.:I"8'-f'-.=TB-T'~8-T" F'late Location Tolerances: .25" width 25" length or 57, uf length/width SF'F tl 400 . 1 274 I 274 1 274 I 'r' indicates thzt a plate is in a ROtATED arientation. r DF I I 460 1 318 1 318 I 318 I Typ e: TEE-L01; T-GI6 2C>GA. AFproval: E+OCA#8:-9•DILHF#87C~C~30-N r~ , HF 11 4C>0 1 274 1 274 1 274 1 HOLDING VALUES (FST per pair): SF: 46n SFF: 4~~0 bP: 460 HF: 400 . , 41.I)EBIGN DATA VErsione E5.2 11 /20J97 t.;~ U~,7pMEfi: ,70R: 12444 D :Dvera ll L.ength (niodel): 27'6" Truss Thick:nc:s=: 1.5" T.C. F'urlin Spacinq: CONT'TPlUOUS Spacing of B.C. Pracing: CONTINUOUS -L.D.F.: 1.15 LOADING: Top Chd Live 40 Top Chd Dead 19 TC JT# I TS I Ts 1 T3 1 T4 I 'f5 I 76 I T7 1 ...SF,acing: 2'O" Fot Chd Live 0 Bot Chd Dead 10 'fotal 60.0 PE:F F'L_ATES I r 1.5r;4 I 3,5::6 I r 1.5::4 1 r.° 5;:6 I r 1.5>;4 1 r 1.5r,4 { I DEFLECTION9 (increased by 25% to accou.nt for joint slippa~E) F~EIGHT I 1-5-13 I=.-7-15 I 6-8--3 I 9-8-7 I b-6-~~ t..-7-IS I~~-4-7 1 .Mar,.. L.xve Load Deflection is .14" at 75 VDef=b2_:0 t26.U2'/. i4'~) F10fiZ. F'ANE:L I -3-4 I 4-6-6 1 4-6-6 I 4-6-6 I- 4-6-6 I 4-11-4 I "Mix. Total Load Deflection is .20" at "f5 L/Daf=1561 (26.02'/.2") ~ Max. Total Horz DEflection is .il" at T'GFi 7C SF'LTCE: T5-T6=3.;4 MEMIjEft ANAL'/SIS ~i** YeaGer Xidth Porce len. Crit k~erp 6oeent tin-161 Lo 7t T2 T3 "C4 TS 'f6 T7 i FI-E2 (in) 5r {lh) {i n) Cond A51 lpli) -Er,61 End2 Mid7 1 BSI C51 I ( Top Cherds: 6 TB-i4R 3.5 14 0 17 i 9,00 0.00 0 0 D 10 0.40 0.40 I 71-T2 315 14 22 45 T 6.00 5.71 -13 1474 912 38 .25 .26 7 T2-T3 3.5 14 -1641 ^5 PP .24 5.11 -1474 2522 -1309 40 .43 .67 ,r f'%r"5~•~~\ti 3 T3-T4 3.5 14 -1684 65 PP .24 5.77 -2522 0 1448 60 .43 .68 4 T4-T5 3.5 14 -1850 65 PP .27 5.77 0 2343 2000 40 .41 .68 5 TS-Sl 3.5 14 -1820 fl PP .26 5.77 -2343 646 -1235 62 .41 .67 5 SI-Tb 3.5 14 -1820 55 PP .28 5.77 -646 1649 939 43 .33 .54 (2 i• ~k 6 T6-T7 3.5 19 -7216 67 PP .32 5.77 --1844 1715 1388 51 .33 .65 Rottom Chords: t i B1-62 3.5 14 1295 92 T ,21 1.67 -3 1588 1053 39 .27 .54 2 E2-52 3.5 14 1470 54 T .22 1.67 -1598 -858 B58 100 .27 .49 ~4 2 52-63 3.5 14 1070 54 t .22 1.67 856 1624 858 0.28 .:,0 ~f ~ 3 6344 3.5 14 1840 110 T .38 1.67 -1624 1260 1071 52 .28 .66 12 Web Mc•mbers: ( . .•vx^, ~ i?/ 0 Tl-B! 3.5 XF -132 IS S .OS 6 1 ~~S f Bl-T2 3.5 MP -1846 55 IP ,92 2 T2-B2 3.5 qF 1A5 68 S .OS 3 T342 3.5 BP ;19 76 LP .46 4 B2-T9 3.5 Xf 711 125 T .36 ~ ~ ti 5 T443 3.5 MF 1032 1:5 T .53 ~ ~ • 6 T543 3.5 MF -506 76 LP .44 I I r~ 7 A3-T6 3.5 NF -466 58 LP .27 Fzctitious Members: E1-E7 Xidth E' Forte Len. Type M erp Mo.E1 No.E2 EI-E2 X;dth E' Force Len. Typa Nyerp Mo.Ei Mo.ET b2 E3 B rcS&4 TO-T] 3.5 1.3 4 y 7f ?77 -0 13 Tk-i8 3.5 1.3 -1460 2 Tf 5.77 -I~b7 344 HO-BI 3.5 1.3 6 2 BF 1.67 Q 3 RR-F.5 3.5 1.3 1846 2 BF 1.67 -2111 767 T8-b5 3.5 .S -614 1 fl 0.00 -344 -767 TI-B4 3.5 .5 368 3 FI I; 26-4-%~ iFt-In-16i kR-91 315 1.3 1640 2 AF 1.61 2117 -1260 TR-BR 3.5 .5 -445 2 fl TR-T7 3.5 1.3 -2138 2 TF 5,77 1467 -1715 ' E~C' 5F'LICE: Bi-B_.=4.5::4 CRl'fIEAL Ci7NDITION CODES ***~x = T=Ten:ion (4 bendingl tzse. 5=Short coluan case for coepressior6ending, HORZ'. F'AhJEL I 7-9-1i~ I 4-f~-12 I 9-5-10 I '!fl=Mid-panel Long celumn caee for cnapressian-bending. PP=Parel Point beoding k comPression (short coluen) ca.e. IP=lnterRediate calamo caee of buckling Perpendicular to truss. LP=Long coluon case ef huckling Perpendicular to the truss. F'LATES I 5;; 6 I Si 8 I 3, Sx 10 1 4.5r. 6 I 1 **i* SUFPORT FEACTIONS (lha.) +41PC JT# I P 1 I E42 f R3 1 P4 .7oint: P1 PR DESIGN SUMMARY Ver=ivn: E5.2 11/20/67 F.eacticn: 1579 1551 L.D.F.: 1.15 LOADING: To Chd Live 40 To Chd Dead 1~> Brg 4lidth: 4" 4" S acin9 2'i~" Ecot Chd Live 4 Pat Chd DEad SU Tc,tal 64.0 PSF _ocati.on: 1.75 314.~]~> ~ LUMBER USED (bending values based en repet.itive--nsemter uee) - - - - - TOP F31VD BOTTGM CHOFDS - - - - - - - - - - - - - - - - - WEP MEt9HERS +v . Short farcal fiesign Valces Short Fnraal: Design Values FROM-TD S I Z E CFiADE bRACIPJ6 WER # SIZE GRADE RRACIhdG Size Name LusGer qaee Pb R Fc Pcp E' Site Naee Lunber Naoe fb Ft Fc Fcp E' T1-77 2::4 145~~-i.TSF'F ContinLteus C~-7 2r.4 #3_SF'F 2m 4 14 1450-1,3SPF 1650 800 ll50 425 1.30 2x4 WF #3 SPF 650 325 425 425 1.20 H1-P4 2::4 14°5O-I.3SFF CantinuOus - Mn>;. TC CSI at T4-T5: .68 Ma::. RC C5I at B+-R4: .66 F'LATTNG Lecation io]erances: .25' nidth, .25' length or `X of lengthlwidth Max. Web CSI at Web #1: •92 JDINTS: r' indicates that a¢late is in aROTFTED ari.entation. DCFLECTIONS Ti :r 1.5>,4 T2 •3.5:,6 T3 :r 1.5„4 T4 :r 3.5.:6 T5 :r 1.5::4 Mri>;, Live Load Deflection is .14" at TS - L/Def=2230 (26.02'/.1411) T6 :r 1.5>:4 91 :=.5>:6 B2 :_.5;;8 R.= : 3.5r.i0 R4 : 4.5>:6 Ma>:, Total Load Defiection is ?0" at TS L/Def=1561 (26.02'/.2"> Mc>:, Total Harz Ueflection is .il" at TOF~ CI-InF;D SPLICES: T.,-Tb :3.:4 Ei2-R3 :4.5:;4 SUF'POR7 REACTIGNS (lbs. ) 4*** Type: TEE-LOk' T-GI6 20Gp. Approval: POCA#85-9:DILHFt#870030-N Jaint: R1 BR SHEAF ti>,3n 6C~,9C~,1<(j;150) 710, 612, 852, 496 682, 814 (pounds/inchlpair) BReaw,~{h. 15~9 i541 :?ENSTON '~t1) 8~~8 E+Ob (pounds/inchlpairi Location: 1.75 314.00 FLATING MEfHCtD: GROH METHOD HOLDING VALUES: Specie I I (1,0) I(9t~ C, ) I (0 9C~~) i 19~)90) I ~ ~'lP'SI ~per F'air) SP{St? T-jf 3-T-tT-~'g-f Plate Location Tolerances: .25" width i,," length or 5% of length/width SF'F II 490 I 274 1 274 I 274 I 'r' indicates i:hat a plate is in a R0fA7ED orientation. DF II- 460 I. 318 I 318 I""18 I Type: TEE-10Y T-GIG <^06A. Approvala ROCA#85-9•QII.NR#8700~~0-N s HF II 40CG I 274 I 274 1 274 I I HDLDING VALUES (FSI per pair): SP: 4b4 SF'F: 40<7 ~F: 460 NF: 400 ~ _ . _ _ _ _ . • - - ~ ;~j?~C " / ~ ~ ~ ~ ~ , ~ ~ I I ~ , ~ ~ i.~ I i s j i ; 9Q~ 'ti ___l \ l ; u 1^.' ~ ~ '1 ~ ~ ~ ~ ~ / ~ DQAINA4c . . . . . G.x15mR%rk;~Vi ~ ~ ~ i ~?d `1 ! ~i ~ ~ ~ ~ , , _ ! _ Z$'. (1 ! \J E ~ ~ ~ ~ ~ ~ ~ i 1 ! ~ E S~ f n! . ~ ~ ~ ~ , i 935% `~.~.'a' D _ ~ ~ LQ r.. T,. ~ , . r -.r ` ~ ( ~ / ~J4 ~ q5t'~-'~'~ ! ~ ~ ~ ~ 1. ~ ti ~ n ,r_ - ,P ~ ~ , S ~ N U " ,~1 , , 1 q .a ~ ' n, ~9~;~ ~ ;936.~~ ~ ~ ~ 1 I' , 1 I~ _ I 1. ' ~O 'I .1 ~ , ~ ~ , y, , . = Po~a ~ l~R~~"~" N ~ - l~~- 1 ~ ~(~STrnIG G~'At7~ ~G~`,Ct~~7~s~~! . _ ~ _~r, , _ , . , ~ , ,,c , . ~ _ ~-._..A~. : ~~d, i ~ _ , 9~z,, pQo~pa ~ ~AO~ _ , ; _ ~ , { ~ lw ~ ~ ~ ,l% L C; Z , ~ Z~, ~ °2 Pc 7t t~ , , i i~*~ r~~ ~ ~ o~a~,~ Dt~ l ~1 , ~ ,a ~ ~ ~ i ~ , ~ t I ~ ; , i ~ _ 1 Ozmun Pederson Incor orated ~ , ~ ~ P ~ ~ 3 ~ f I ~ Custom Homes and Remodedin ~ ~ % g , ~ ~o; _ ~ ~ _ - , Apple Valley, MN 431-5000 ~ ~ 6 ,~.Y.~ - ' ' ` ~ ~ FO R: . . . . ,_J..,.-- P~ tJ Htw G' ~'~i A R- J~ ~ y i~. G,?~ ~ ~ r ~ m _ - , ~ t ~ v~ ~ ~ ~ ~ ~ ~ ~ v~ . ~ , _ ~ . ~~t~ ~ _ w, ~ t HEET OF ~ , ~ ~ ~ ~ ~ , ~ ~ / ~ ~ , ~ ` T SCALE DATE I~d~~ \,!'ti ~ _ . - ' o^ ~P l ~U l ~ 7 PERMIT City of Eagan Permit Type:Building Permit Number:EA119088 Date Issued:11/14/2013 Permit Category:ePermit Site Address: 1273 Wilderness Curve Lot:018 Block: 002 Addition: Wilderness Ponds PID:10-84275-02-180 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 . Lisa Nyberg 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 - Patricia L Martinkovic 1273 Wilderness Curve Eagan MN 55123--281 Property Claim Solutions Llc 2005 Pin Oak Dr Eagan MN 55122 (651) 994-2028 Applicant/Permitee: Signature Issued By: Signature PERMIT City of Eagan Permit Type:Building Permit Number:EA121060 Date Issued:03/12/2014 Permit Category:ePermit Site Address: 1273 Wilderness Curve Lot:018 Block: 002 Addition: Wilderness Ponds PID:10-84275-02-180 Use: Description: Sub Type:Windows/Doors Work Type:Replace Description:Two or More Windows/Doors Census Code:434 - Zoning: Square Feet:0 Occupancy: Construction Type: Comments:Improvements to the home require smoke detectors in all bedrooms. If altering window openings or installing Bay or Bow windows, call for framing inspection. Call for final inspection after installation. Carbon monoxide detectors are required by law in ALL single family homes . 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 - Patricia L Martinkovic 1273 Wilderness Curve Eagan MN 55123--281 Property Claim Solutions Llc 2005 Pin Oak Dr Eagan MN 55122 (651) 994-2028 Applicant/Permitee: Signature Issued By: Signature PERMIT City of Eagan Permit Type:Building Permit Number:EA146286 Date Issued:10/18/2017 Permit Category:ePermit Site Address: 1273 Wilderness Curve Lot:018 Block: 002 Addition: Wilderness Ponds PID:10-84275-02-180 Use: Description: Sub Type:Fireplace Work Type:Gas Insert Description: Census Code:434 - Residential Additions, Alterations Zoning: Square Feet:0 Occupancy: Construction Type: Comments:Improvements to the home may require smoke detectors in all bedrooms. Chimney / flue must be inspected prior to concealing. Carbon monoxide detectors are required within 10 feet of all sleeping room openings in residential homes (Minnesota State Valuation: 3,000.00 Fee Summary:BL - Base Fee $3K $88.50 0801.4085 Surcharge - Based on Valuation $3K $1.50 9001.2195 $90.00 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 - Patricia L Martinkovic 1273 Wilderness Curve Eagan MN 55123--281 Fireside Hearth & Home 2700 Fairview Ave N Roseville MN 55113 (952) 985-6675 Applicant/Permitee: Signature Issued By: Signature