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PRE 2010 DOCSSUBJECT R City of Fridley_ 18813 AT THE TOP OF THE TWINS BUILDING PERMIT CEIPT NO W. COMMUNITY DEVELOPMENT DIV. INSPECTION SEC. J,� r PROTECTIVE , /6/ 1 I � CITY HALL FRIDLEY 55432 NUMBER REV, DATE PAGE OF APPROVED BY 612-571-3450 910-F15 3/6/87 JOB ADDRESS 109 - 76th Way N.E. 1 LEGAL LOT NO. BLOCK TRACT OR ADDITION SEE ATTACHED DESCR. 7 1 Oak River Estates SHEET 2 PROPERTY OWNER MAILADDRESS ZIP PHONE 3rd Generation Construction 10026 University Avenue N.W., CR 55433 3 CONTRACTOR MAIL ADDRESS ZIP PHONE LICENSE NO. Same 784-4134 4 ARCHITECT OR DESIGNER MAIL ADDRESS ZIP PHONE LICENSE NO. 5 ENGINEER MAIL ADDRESS ZIP PHONE LICENSE NO. 8 USE OF BUILDING Residential 7 CLASS OF WORK [j NEW ❑ ADDITION ❑ ALTERATION ❑ REPAIR ❑ MOVE ❑ REMOVE 8 DESCRIBE WORK Construct a 44' x 37' Dwelling and a 32' x 22' Garage SEPARATE PERMITS REQUIRED FOR 9 CHANGE OF USE FROM WIRING, �^' lSa. STIPULATIONS Provide City with copy of verifying survey before capping. Provide a hard surface. driveway. Provide sod in the front and side yards. See notations on plan. Driveway Curb Cut Escrow: 77' + 6'=/W x $13.50 + AA010¢'. Paid Park Fee of $1,500.00 16 22t = 297.00 SEWER LOCATION: Service out of M.H. (M.H. Inv. 852.77) Line•60' from M.H. WATER LOCATION: E. of Sewer Service THE CITY CF FR'CLY C;'SS k �` GLA`,'.i i cE THE � iW /i ACCURACY OF UT; I'( Y Lu�A, I,)NS &`,'D L"=_tVA-FiONS. T((`��IS DATA IS FOR INFORMATION PU POSES ONLY, Before djg9#i9 pall; local ufiiitig ANIS PtRSONS USING THIS INFORMATION SHOULD TELEPHONE - ELECTRIC - GAS �ti, VERIFY IT ON THE SITE. REQUIRED BY LV SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL, PLUMBING, HEATING, TYPE OF CONST. OCCUPANCY GROUP OCCUPANCY LOAD VENTILATING OR AIR CONDITIONING. Wood Frame THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION ZONING SO. FT. CU. FT. AUTHORIZED IS NOT COMMENCED WITHIN 80 DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 120 DAYS AT R-1 1353 + 704 ANY TIME AFTER WORK IS COMMENCED. NO. DWLG. UNITS OFFSTREET PARKING I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION 1 ISTALLS GARAGES AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS VALUATION SURTAX AND ORDINANCES GOVERNING THIS TYPE OF WOR WILL BE COMPLIED $ 89,500 $ 44.75 WITH WHETHER SPECIFIED HEREIN OR NOT. THE G NTING OF A PERMIT ES NOT PRESUME TO GIVE AUTHORITY PI ATE OR CANCEL THE PERMIT FEE SAC CHARGE P ISSTATE O AW REGULATING CON- $403.00 $525.00 ST OR CE S UCTION. PLAN CHECK FEE TOTAL FEE $100.75 $1,073.50 + PF & DW SNdNATURE OF kdRIZED fGENT (DATEI EN PRO E A ATED THIS IS YOUR PERMIT a s BLDG )NSP DA E ' SIGNATURE OF OWNER IIF OWNER BUILDER) (DATE) NEW ADDN. [ ] ALTER. [ ] Construction Addri Legal Description City of Fridley Effective 4/1/86 �R-1 AND R-2 Building Permit Application Owner Name & Address: Tel. # Contractor: IRA PJ zow Tel. # ndft3y Address: LIVING AREA: GARAGE AREA: DECK AREA: OTHER: Attach to this application, a Certificate of Survey of the lot, with the proposed construction drawn on it to scale. Length Length Length DESCRIPTION OF IMPROVEMENT Width Width Width Height . Height Hgt/Ground Sq. Ft. 1'6 Sq. Ft. Sq. Ft. Corner Lot r] Inside Lot [ ] Ft. Yd. Setback ISM4 Side Yard Setback Type of Construction: T4'90- Estimated Cost: $ s 5zzao Approx. Completion Date: 6 // / - 97 9z) 16. `f 01� Alt. A Alt B Proposed Driveway Width If New Opening Is Desired: $ = S Back Page for Explanation DATE: APPLICANT: Permit Fee Plan Check State Surcharge SAC Charge Park Fee Sewer Main Charge TOTAL STIPULATIONS: V)q M3 4M CITY USE ONLY $ Ll 01,00 $ lob,%- $ yq.,7ss $ 57,. $ �Q���— $ Tel. # Fee Schedule on Reverse Side 25% of Building Permit Fee $.50/$1,000 Valuation $ 525 per SAC Unit Fee Determined by Engineering Agreement Necessary [ ] Not Necessary [ ] , RESOURCE SHEET #- %^ EXTERIOR, I:Nvr. 0 a L PI: TlIL'RM:.L TRANSMITTANCE /. STANDARD.•:�o•� .: IJORKS!lEET' Site Address 12�?- - - • �� , - .Owner :ontractor EAQZER � O^S� ..•. • +6,3 'Phone.J - Date- 1 �� 3uilding Type (check one •--•• - ( ) One and Two Fnmi.] Dw . Assembly (Describe KS•pe :from Table 3 Area' (A -Value U x A-• - 7 P„ 'loon all En C,+ 2 nti ' Insulated Area 'I U. /� 72 0Skylirhrc 1•LD .• -• Other (describe) •:. . Other (describ'e) 1 al 'f' ci 2 Aver A,1 from 7;nn1 ® 3 -Required U-Value from ,� t. Framing Area �• - �- •o _..._ .___. Wind nws, 'lvne �a�,S%� I C� Doors Tv a ela7 Rim Joist Area ISZ�-� (oZ Foundation gall I$2� 1 • ( Foundation find w4 .I • Other de A'f10 l _� _ ... •, (describe) (�_ -�• o Other (describe) 1N Other (desrxibe) A L U-V r. r el alue vhf line x *St , (�6 ired U-Value (from text).'•• �-u I�.line 2 is . greater .than Line 3 or line S.great r line 6 w '� '- 7 Area (Line 1) + Area- (Line G + extc for enve ope. d1 R 1 f' 0 9 Area (Lone 1) x U-ValueEine 3 E***** 10 Area (Line 4) x U=Value (Line 6) x ai;Liit� 4-4 12 Alternative U-Value Line 11/Line 7. �� IL Line 8 .iscif.in. R rrc�ter than Line 11 alter assemblies as required••so r PAK' SEG PAGE MENT PROGIIAM ! 1 7 24 Architectural Drafting ' ala flak Form 3 HAss 11CS0uI1CC SI•IEi:T I .. IrXTERIOR ENVI3LOPH. STANDARD W6RKSI1= •rihr I'Iricknc-s Itlt—V---- a I ,u s $„ -S2 0" Haterial descri e) 1hickness R -Value -R6-1n.5 `� s• z K 7- 2,o6 c L —V:1 ue ee Ta le 2 F.x a f-V,13.ue see Table 2) Total Akscmbly Thermal Resistanc Assembly,.ntccruon( �eeT�b]e 4) 0 " Assemblv ire �fatcri>,l describe _ 7'.nc ;ness —V.ue Qc� Qric./C 329 max F. Tnterinr -Table Ext'erfor f-Vnlue (See Table 2) � ,1s-c�nlh I �• '1'll•-r�r��i il�R�•ti I� ,t-•;tncc �Z 1�ti:iQl;l y U-,`ra rUl' l=i •�• 'r:i`ir� Z1�— UNIT PAh Sl:l hILN•T . PACE 05 1 7 �S 1 May 1914 Assembly ?latarInll desscri.bc. I'htc:km�s:• R—Vrlluc• C21 p Board-, 57 Interior f-Vnlite see Table '2 ., ' F.L: erfor f-V:tlife 'see T,nhle'2 Tofnl Assomhty Thermal Resistarcc Assam y a ue E-nter nn lsee a e qj P.nee 1 �� R Asst: U LL Total Assembly '1'ltermal Resistmc . �.. G ThIc �' 80 Yz`� (.NS 256 Z. _ Yi •� - ' Irtarir f-Va3ue see Table 2). sc�,Q yin.. Exterior f -Value see Table Y2,'( .� Interior f -Value e: Table 2) •17 Exterior f -Value see 'f,+ble 2) It, (-Ii)l Total Assembly Thermal Resistance 10 Assam - a ue (se e a e •• Assembly Haterial descri e) 1hickness R -Value -R6-1n.5 `� s• z K 7- 2,o6 c L —V:1 ue ee Ta le 2 F.x a f-V,13.ue see Table 2) Total Akscmbly Thermal Resistanc Assembly,.ntccruon( �eeT�b]e 4) 0 " Assemblv ire �fatcri>,l describe _ 7'.nc ;ness —V.ue Qc� Qric./C 329 max F. Tnterinr -Table Ext'erfor f-Vnlue (See Table 2) � ,1s-c�nlh I �• '1'll•-r�r��i il�R�•ti I� ,t-•;tncc �Z 1�ti:iQl;l y U-,`ra rUl' l=i •�• 'r:i`ir� Z1�— UNIT PAh Sl:l hILN•T . PACE 05 1 7 �S 1 May 1914 Assembly ?latarInll desscri.bc. I'htc:km�s:• R—Vrlluc• C21 p Board-, 57 . s8 .Truss Tnterior f-Value'(see Table 2) - Exterior. f-Vnlue Exterior•f-Vnlue sad Table 2) Total Assembly '1'ltermal Resistmc . Assembly U - a uc tsee Table Enter on 'are 1 -Assembly_.. GG ThIc �' 80 Yz`� 4S 256 Z. . 240 (e Yi •� - ' Irtarir f-Va3ue see Table 2). (p Exterior f -Value see Table Total Assembly Thermal Resistanc O ssemb y . - a ue see -1:aule Enke an Pnee 1 _1. .017 Assembly a Material (descri a) Tlltc nes R -Value It, (-Ii)l , r Interior .f -Value see .Tab1a 2 2) •� 8 Exterior f -Value (see fable Total Assembly Thermal Resistanec Assemblyu-Value see Table r, ,r %.(-+3 Assembly Material ( escra be uc nes: - a ue Interior f-Valut, (see 1':tble 2) _ Exterior f-Valur (setj 11':11)lr. 2)• Total I A.s.40tl = V 'l•hermil Itt•:i sl'nim .:.::c:wu y'i>=D;i Tum ::c•c� :1 = c4T— Vni-or nil ,: , , PROGRAM Architecturnl Drafting Pak Farm --► rr•.HGL. %_L_lr rHbltNthlS tic LUMBER AS SPECIFIED,' .OTHERWISE DESIGN IS VOID & TRUSS FAILURE I...Y RESUL CAUTION., •PROVIDE NOTICE OF REQUIRED STRUCTURAL LATERAL BRACING, THIS DESIGN & SHEET 10 TO FIELD REQUIRED SPECIFICATIONS on sheet 10 are part of desiERECTOR design. See appendix for joint details, cutting, etc. REACTIONS -57L LINEAL INCHES OF BEARING REQUIRED =0.072 TIMES OVERALL SPAN IN FEET FORCES TOP: -129L -112L BOTTOM: + FORCES DIAG: - -24L +35L 124L 4-85L TRUSS & WEB BRACING ARE SYMMETRIC 'BRACING -SHOWN-ISEFOR-MAX.SPAN NOT FOR USE AFTER 03/8' C H 0 R. D S---------------- W E B S DOUG -FIR -L MAX SPAN WEBS. ARE 2x4 DOUG -FIR -L STND 2x4 M: C: 197 TOP BOTTOM •NO2 23` 3" 26` 9" FDR WEB* SIZES SEE ALSO PLATING BELOW DN2 25` 6" 30' 2" N01 26' 6" 31` 2" DN1 29` O" 341 5" 2x6 NO2 34` 3" 35` 6" _ (L /q T DN2 371,11" 40` on N01 38%.311 40` 0" 2xB DN1 41`11" 40` 0" .2sT • 17- NO2 44% 6" 40 ` all P �, DN2 49` 3" 46% 8" T N0149` 9" 54% O., DN1 54% Oil 54` O„ 2 x 10 AM I NO2 54` 0" 42' 8" µ0M., •� �� 01 Cap DN2 54` 0" 49111" NL N01 54` O" 54'-O" ' DN1 54` O" 54` 0"- _ _ I� oo .spa S� 2 x 12 ....., ---15 NO2 54% Off 52% 3.1 DN2 54' O" 54' O"•� ay •.'e ,C I L+ SPNJ N01 54',• O" 54` O",✓ DN1 54%Oil 54% O,. _ �L.•2sj/s•b, A=113gauge plates) W=heel wedges 3X512gS = 3X59 & 3X12gSOL (TYPICAL). =reinforced heels FOR - STEEP WEBS (55-85degrees TO THE CHORD) WITH DD, DV, DVD&PDD SINGLE PLATE JOINTS USE THESE CHORD BITES: 1.5" FOR 3"&4"HIGH PLATES) 2" FOR 5"&6"HIGH PLATES; P LA T E S -------------------=------------ BOTTOM CHORD . , HC.. ..BCS.. TOP CHORD .TCS. ' 2x4 14`. 0" 3X5 - 3X5D. . . WEBS .. S...... DD... . 2x4 18` O" 3X6 3X5 2x4 14% 0" 3X5 14` O" 3X1.5 3X4 2x4 23' O" 3X8 3X5 2x4 18 O 3X5 4X5 18' O" 3X1.5 3X4 2x4 271 0" 3X8 2x4 23` O" 3X5 4X5 23' 0" 3X1.5 4X4 2x4 31` O" 3X8 *.4X6 2x4 27' O" 3X5 4X6 27' 0" 4X2 4X4 2x4 34` 5" 3X88 2x4 29` O" 3X5 5X6 31' 0" 4X2 4X5 il 4X5 2x6 40` 0" 4X89 5X6 2x6, 41,'13x6 36%0" 4X5 5X6 36` 0" 4X2 4X6 2xB 54' O" 2-3X8 5X69 2xB 54` 0" 5X6 5X8 40` 0" 4X2 5X6 5X8g 45' 0" 3X4 5X6 DOUBLE CUT WEBS 49` 0" 4X3 5X8 54` 0" 4X3• 5X69 CAMDERABLTSPANCin feet inches 1.000 PANEL CLIP COMPANY TOP LL 40 SPACING SLOPE SPAN TYPE 20T POWER KLINCHER DXBX12 syp (313)474-0433 TOP DL 7 _ 24. in 4/12 54. PLATE HOLDING POWER a 190psa BOX 423 BOT LL 0 - O" FINK NDS 82: TPI 78: ICBD 2059 Criteria FARMINGTON ,MI.INCREASE DATE DRAW NUMBED lb.48024 TOTAL 7 15.0% 03/24/84 FI -4 -COMP -0- v.•,�. ...'•" rr.,VCL O.Llf rA"'I LUMBER AS SPECIFIED,' .OTHERWISE DESIGN IS VOID & TRUSS FAILURE 1.,-Y RESUL CAUTION, PROVIDE NOTICE OF REQUIRED STRUCTURAL LATERAL BRACING, THIS DESIGN & SHEET 10 TO FIELD REQUIRED SPECIFICATIONS on sheet 10 are part of design. See a ERECTOR REACTIONS —57L LINEAL INCHES OF BEARING REQUIRED � appendix for joint details, cutting, etc. FORCES TOP: —129L —112L 0.072 TIMES OVERALL SPAN IN FEET FORCES DIAG —24L +35L BOTTOM: +124L }85L VERT: N USS & WEB BRACING ARE SYMMETRIC 'BRACING SHOWN IS FOR MAX.SPAN C H 0 R. D S -------------- W E B�` --- NOT FOR USE AFTER 03/8:,0 --------------------- D000—FIR—L MAX SPAN WEBS..ARE 2x4 DOUG—FIR—L STND 2x4N0M. C: 19%23TOP BOTTOM 11 2 FOR WEB' SIZES SEE ALSO PLATING BELOW DN2 25` 6" 30` 2" N01 26% 6" 31% 2" DN1 29` 0" 34' 5" 2X6 NO2 34 ` 3" 35% 6" �s,G►.RF• s 'j' . • DN2 37`11" " T 40` O N01 38' 3" 40` 0" DN1 41%11" SFO` 0" .215'riZ • 2x8 app NO2 44` 6" 40' e" DN2 49` 3"• 46` N01 . „ 8" /^ DN1 54• 0" 54% p" r 0M., 2x10,� pn► NO2 541 0" 42` 8" +w� DN2 54` O" 49`11" H` N01 54` O" 54` 0" DN1 54` O" 54`" 2x12 O = I� 15 oc .spa �•— s g DN2 54% O 1, 52% 3 �'• • �,,� — - �u>u 541 On 54% O'►r ► e ,G _.r I L, S�NJ DNI -,z54` 0►f 54% 0►, ��.s�l�b, A=18gauge plates W=heel wedges 3X512gS = 3X59 & 3X12gSOL (TYPICAL). =reinforced heels FOR. STEEP WEBS (55-85degrees TO THE CHORD) WITH DD, DV, DVDY+PDD SINGLE PLATE JOINTS USE THESE CHORD BITES: 1. 5" FOR 3"&4"HIGH PLATESs 2" FOR 5"&6"HIGH PLATES; ---------�---------------------- PAN •CLIP P L .. E.L -- A T E S -------------------------------- BOTTOM CHORD .. H' C.. .. BCS.. TOP CHORD . TCS, . ,PDD.. . 2x4 14`. On 3X5 3X5 2x4 14` 0" 3X5 3X5 WEBS ..S......DD.... 2x4 18` O" 3X6 3X5 2x4 18` 0" 3X5 14 O 3X1.5 3X4 2x4 23` 0" 3X8 3X5 2x4 23` O" 3X5 4X5 18` on 3X1.5 3X4 2x4 27` 0" 3X8 4X5 2x4 27` O" 3X5 4X6 23` 0" 3X1.5 4X4 2x4 31% 0" 3X89 4X6 2x4 29` O" 3X5 27` O" 4X2 4X4 2x4 34 5 3X8g 5X8 n 5X6 311 0" 4X2 4X5 2x6 40` 0" 4X89 5X6 2x6 36% 0" 4X5 5X6 36` 0" 4X2 4X6 • 2x8 54''0" 2-3X8 5X6g 2xB 54`11" 4X5 0" 5X6 5X8 40` O" 4X2 5X6 SXBg 45` O" 3X4 5X6 DOUBLE CUT WEBS 49` 0" 4X3 5X8 54` 0" 4X_3• 5X68 CAM ERABOTTOMNCHORDeL%60 Inches PANEL CLIP COMPANY TOP LL 40 SPACING SLOPE SPAN TYPE 20T POWER KLINCHER 5xBxl2 syp (313)474-0433 TOP DL 7 24,in 4/12 54` On FINK PLATE HOLDING POWER = 190psz BOX 423 BOT LL O — _________ NDS 82: TPI 78: ICDO 2059 Criteria FARMINGTON , MI. INCREASE DATE DRAW NUMBED' 48024 TOTAL 7 15.0% 03/24/84 FI-4—COMP—O,, Drafting . •,.. Pak Form a, PAK ' SEGMENT PAGE PROGSAM RESOURCE S1•IEET # ^f EXTL'Itx01t 1:NVI:LOP[: TIII::tM' . rf` ..L TRANSMITTANCE -''•, :::,''..`.;i: Architectural STANDARD 14ORKSIICCT' Site Address 4-074-. .� •�%. ;' `:. ' ,_ . :ontracto; 3 (SD,C ���-na,UCE��jj r Phone. (' .� ate -- --�=-�--- «. ' D�B wilding Type (check one) . ( ) One and TWO Fami.] p . • Assembly (Describe tb'pe :from Table 3 hnij _ Area (A• U-Value j1 x A :tlr.t 'f-jons an flaZ 2 Insulated Arca~'� a Sk ..._ Other (describe) • . . Other (describ'e) , 1 7 2-0 f_ 2 AVer'1 �t-V;t1tt�� • r(Ai frnm 1 in.�l tlr**** ©� >iroiroSr:E* �t'v 67 3 Re uired U-Value from ***�;** ,Qj I e•r . Framing Area - e.,-f TOT04 L.O �..2g • • C) � � • G, Winnows /)U ,�7�-- ns "_'-'-' _ boors Tv c ` c103 �,� Rim Joist Area I�Zf• (a z21 .,.��-� �, rd 3 * Foundation Wall (abo �S2,c •�o ' CIO' ( • I'nundati'on IJi.nd i Z ,� • Other (describe) A'jld4� tl- d 7• o _ Other (describe) Other (describe) 'J � (; f 00 4 Total 15 x' 62 .,-r 10 x 7O Aver.nerg U-Value MxA) (A) fxam i {nom 6 'Required U-Value (from text):.• **;k*** **z•��t>t�e • i�.'line 2 is greater .than Line 3 er line 5,great r IMP ,:line 6 A 7 Area (Line 1) + Area. (Lane 4 + - exte for enveope. . C1 0 R- —VxA f' �e 414-vt4 4nn + 9 Area (].zne 1) x U-Value !Lane 3) 'x Mx 10 Area (Line 4) x U=Value (Line 6) x a ,�***,� ..•, .• w r4 11 " ,.t L.icte.• 12 Alternative U-Value Line 11/Line 7. ;' A If• Line 8 Asi i.in. R greeter than Line 11 alter assemblies as required•so Drafting . •,.. Pak Form a, PAK ' SEGMENT PAGE PROGSAM r ' 1 7 24 Architectural Drafting . •,.. Pak Form a, ' • w ;. rlrsounce sl•lCL'T # - o ere _ Assembly a • :laterial (descr a) - ` EXTERIOR ENVELOPE. STANDARD WORKSHEET ' c f-Vnluv (see Tabic Tntnl'A!;-,•mhIv 'lhc�r►nnl. G -.,;I gtancc S.00'. .2)� I'o tat �1::tiim: y 'l'.�ti�t•Ma Itc•:: stt111Ci .•;... nt r eft f' wo rsembl'�'CG�, /r+i rlr•: rihr Mleknesr R-V�li�_ Interior .f -Value see ,Table �Intarl,�l•-�cIescribuY I'h[rkl F2-V;iJiti Total Assembly Thermal Resistance Assembly U -Value see '!'able •(43 Assembly Material (describe) qe . PNCC ( rt 1sz .Q Truss 1 7 25 Architectural Drafting 1 hlay 1;174 Interior f -Value see ' Exterior f-V••tlttc 'see Table 2 .. � Interior f -Value' (sce Table 2) Tn11le'2 Toial Assembly Thermal Resistarre Assem 1�fE Exterior• f -Value sec% Table '2) Total A'ssemblv'11hermal Resistmc y- a ue tsee Enter on Pa e -f a e 1 .�1� ssem y— a uc see a e Enter on 'are 1 . dss '* y LL A I C,F _ M 80A Y2y �S NS• o dS YLu 6•8 ?, . ce Interior l f-Vaue e: r Exterior f -value see T� able 2) fable 2)Exterior .y� •� Ir.terio f -Value see Table 2). , (p Total Assembly Thermal Resistance Assembly- �Q f -Values see 'fable 2 , ('] Total Assembly Thermal Resistanc 0. a ue (see a e ` ssemb y . - a ue Fn e see 'Table n P 1' el� Assembly � - _ Material (describe) �tickness R-Valtte 17,60 - o ere _ Assembly a • :laterial (descr a) Tlic nes R -Value Exterior f-Vnitte (s.cu T,•tblc 2) -V ue ee Ta l e 2 E-Valsee x fue Table 2) Total Assembly Thermal Resistanc_ Assembly 1'11 Value (qfe T•tble 4- l�ntcr on l�;i�,e 1 ) 0 - Assembly ife plat erinl(describe - 7'iuc ;nes: R-v.Aiuc. f-Vnluv (see Tabic Tntnl'A!;-,•mhIv 'lhc�r►nnl. G -.,;I gtancc S.00'. .2)� I'o tat �1::tiim: y 'l'.�ti�t•Ma Itc•:: stt111Ci .•;... nt r eft f' wo (q� � s:cutuu y a uv ::c•�, a t u t Interior .f -Value see ,Table ' Ext Exterior f -Value (see !'able 2) Total Assembly Thermal Resistance Assembly U -Value see '!'able •(43 Assembly Material (describe) c nes: - a tic: . PNCC i Tntrrinr f-V:ilue (pct :I:nble 2 (o Interior f -Value► (sce 'I'rtble 2_) Exterior f-Vnitte (s.cu T,•tblc 2) � _( Exterior f-Vnluv (see Tabic Tntnl'A!;-,•mhIv 'lhc�r►nnl. G -.,;I gtancc .2)� I'o tat �1::tiim: y 'l'.�ti�t•Ma Itc•:: stt111Ci .•;... nt r eft f' wo (q� � s:cutuu y a uv ::c•�, a t u t -- I'•�r•. UNIT PAK SClih1CN•T . PNCC PflOGf1AM OS 1 7 25 Architectural Drafting 1 hlay 1;174 , Pak Foran CITY OF FRIDLEY APPLICATION FOR PLUMBING AND GAS FITTING PERMIT RATE SCHEDULE PLUMBING FIXTURE RATES: NO. RATE TOTAL New Fixtures • 6_ >, M Future Fixtures a $ 3.50 U -r4 Old Opening, New Fixture a $ water m m e Slow Off Basin $ 5.00 ►ei Catch Basin $ 5.00 Rain Water Leader o, w $ Hydraulic Valve Heater +oi $ b $ 5.00 m x axse C� 3 $ A Mr 6 x a u Gas Range m $ 10.00 $ Gas Dryer m $ 10.00 a a ALTERATIONS -W a a w $ 167,5 U 9 u $ 50 Reinspection Fee $ o ($15.00) TOTAL FEE $ Am W u A c lec Rana - r I 1 1st 2nd 3rd 4th (R) a Future Connection Opening Connected with Sewer (*) - New Fixture, Old Opening Water RATE SCHEDULE PLUMBING FIXTURE RATES: NO. RATE TOTAL New Fixtures • 6_ $ 5.00 $ 30� Future Fixtures $ 3.50 $ �D Old Opening, New Fixture $ 1.50 $ Beer Dispenser $ 4.00 $ Slow Off Basin $ 5.00 $ Catch Basin $ 5.00 $ + Rain Water Leader $ 5.00 $ Hydraulic Valve $ 5.00 $ Sump or Receiving Tank $ 5.00 $ Water Treating Appliance $ 7.00 $ Hot Water Heater i $ 5.00 $ Gas Range $ 10.00 $ Gas Dryer $ 10.00 $ ALL OTHERS AND/OR REPAIRS AND ALTERATIONS It of Value of Fixture or Appliance $ 167,5 State Surcharge $ 50 Reinspection Fee $ ($15.00) TOTAL FEE $ I bttective Aug. 1, lygl Job Address 10q % - -7,P t2k l .t)a .( Department of Buildings City of Fridley Tel. #571-3450 The undersigned hereby makes application for a permit for the work herein specified agreeing to do all work in strict accordance with the City Codes and rulings of the Department of Buildings, And hereby declares that all the facts and representations stated in this application are true and correct Fridley, Mn. 7 ` a . 19 87, OWNER 7- OWNER KIND OF BUILDING clt�dlcL USED AS TO BE COLLETED ABOUT 1,706 1-' 30 ESTIMATED COST OLD NEW B ING PERMIT NO. PERMIT NO. c 1 Company Signed By d u Tel. No. ROUGH INSP. Date FINAL INSP. . ` —�� Date APPROVAL FOR PERMIT I MINIMUM FEE FOR ANY PLUMBING PERMIT IS $10.00 PLUS THE $.50 STATE SURCHARGE r =s CIIYOF FMDLEY CIVIC CENTER • 6431 UNIVERSITY AVE. N.E. FRIDLEY. MINNESOTA 55432 • PHONE (612) 571-3450 June 26, 1987 3rd Generation Construction Inc. 10026 University Avenue N.W. Coon Rapids, MN 55433 Re: Final Inspection at 109 - 76th Way N.E., Fridley Dear Sirs: A reinspection was conducted of the home at 109 - 76th Way on June 25, 1987 to determine if you had yet satisfied the list of items sent to you on June 17, 1987 (copy enclosed). Items #1, #4 & #7 have been completed. Item #2, "Remove debris from street", has not been completed and could cause an accident. We will grant you one more week and if not completed, we will remove it at your expense. Item #3, "Provide handrail & guardrail in garage", could result in an accident and must be completed by July 7, 1987. Items #5, #6 & #10, are your mechanical contractors responsibility and he must correct and call in to meet the inspector on the site for final approval of these items. Items #8 and #9 are still pending and you have until July 13, 19.87 to complete. A new item, brought to my attention by the homeowner, is that the strike plate on the lower level garage door does not allow the door to latch shut - it must be adjusted. We will expect this to be completed by July 7, 1987. We would appreciate your prompt attention to these items and if you have any questions, please feel free to call me at 571-3450. Sincerely, DARR L G. CLARK Chief Building Official DGC/mh ENC: 1 CC: Mr. Michael Wojcik CIVIC CENTER • 6431 UNIVERSITY AVE. N.E. FRIDLEY, MINNESOTA 55432 • PHONE (612) 571-3450 June 17, 1987 3rd Generation Construction Inc. 10026 University Avenue N.W. Coon Rapids, MN 55433 Re: Final Inspection on 109 - 76th Way N.E., Fridley Dear Sirs: A final inspection was conducted on June 17, 1987 of the above address and the following items were noted which must be campleted before the structure can be finaled: 1. Post the address on the structure by June 24, 1987. 2. Clean up the construction debris in the street by June 24, 1987. 3. Provide a guardrail and handrail on the stair leading from the garage to the basement by June 24, 1987. 4. Repair garage roof to eliminate leaks by June 24, 1987. 5. Install cold air return in lower level dining room by June 24, 1987. 6. Install air filter in cold air plenum by June 24, 1987. 7. Repair leak in overhang over front door by June 24, 1987. 8. Provide sod in the front and side yards by July 13, 1987. 9. Provide City with copy of verifying survey by July 13, 1987. 10. Install gas line from furnace to meter in workmanshiplike manner. We will expect the above items to be completed by the scheduled dates when reinspections will be conducted to determine compliance. If you have any questions on these items, please feel free to contact me at 571-3450. Sincerely, DARREL G. CLARK Chief Building Official DGC/mh CC: Mr. Michael Wojcik CJ71f OF FRIDLEY CIVIC CENTER • 6431 UNIVERSITY AVE. N.E. FRIDLEY, MINNESOTA 55432 • PHONE (612) 571-3450 July 22, 1987 Mr. Paul Peterson 3rd Generation Construction Inc. 10026 University Avenue N.W. Coon Rapids, MN 55433 Re: 109 - 76th Way N. E. , Fridley Dear Mr. Peterson: 7/30/87 Sent copied to.l!ll;, Dgu5[ Peterson 7262 KirIWQQcl Lane, Xilple Grove .55369 - Ortgingls returned.by Post Of9ice There are still several uncompleted corrections or deletions pending on the construction of the home at 109 - 76th Way N.E. All of the items listed on our letter dated June 26, 1987 are still pending with the exception of the sod (copy of letter attached) . All of the remaining items are City Code violations and are going to be referred to the City Attorney for his legal consideration unless you take immediate action to accomplish them. The removal of the debris from the street to the boulevard is not an acceptable solution to the problem. You must remove it from the site (haul it away) . We will reinspect the property on August 3, 1987 and if any of the work is still uncomplete, we will refer this matter to the City Attorney for his legal consideration. Please contact me at 571-3450 if you have any questions on this matter. Sincerely, 51k a (S-46100 DGC/mh ENC: 1 CC: Mr. Virgil Herrick, City Attorney CITYOF FRIDLEY CIVIC CENTER • 6431 UNIVERSITY AVE. N.E. FRIDLEY, MINNESOTA 55432 • PHONE (612) 571-3450 June 26, 1987 3rd Generation Construction Inc. 10026 University Avenue N.W. Coon Rapids, MN 55433 Re: Final Inspection at 109 - 76th Way N.E., Fridley Dear Sirs: A reinspection was conducted of the home at 109 - 76th. Way on June 25, 1987 to determine if you had yet satisfied the list of items sent to you on June 17, 1987 (copy enclosed). Items #1, #4 & #7 have been completed. Item #2, "Remove debris from street", has not been completed and could cause an accident. We will grant you one more week and if not completed, we will remove it at your expense. Item #3, "Provide handrail & guardrail in garage", could result in an accident and must be completed by July 7, 1987. Items #5, #6 & #10, are your mechanical contractors responsibility and he must correctand call in to meet the inspector on the site for final approval of these items. Items #8 and #9 are still pending and you have until July 13, 19.87 to complete. A new item, brought to my attention by the homeowner, is that the strike plate on the lower level garage door does not allow the door to latch shut - it must be adjusted. We will expect this to be completed by July 7, 1987. We would appreciate your prompt attention to these items and if you have any questions, please feel free to call me at 571-3450. Sincerely, J— DARREL G. CLARK Chief Building Official DGC/mh ENC: 1 CC: Mr. Michael Wojcik CITYOF FRIDLEY CIVIC CENTER • 6431 UNIVERSITY AVE. N.E. FRIDLEY, MINNESOTA 55432 - PHONE (612) 571-3450 June 17, 1987 3rd Generation Construction Inc. 10026 University Avenue N.W. Coon Rapids, MN 55433 Re: Final Inspection on 109 - 76th Way N.E., Fridley Dear Sirs: A final inspection was conducted on June 17, 1987 of the above address and the following items were noted which must be completed before the structure can be finaled: 1. Post the address on the structure by June 24, 1987. 2. Clean up the construction debris in the street by June 24, 1987. 3. Provide a guardrail and handrail on the stair leading from the garage to the basement by June 24, 1987. 4. Repair garage roof to eliminate leaks by June 24, 1987. 5. Install cold air return in lower level dining room by June 24, 1987. 6. Install air filter in cold air plenum by June 24, 1987. 7. Repair leak in overhang over front door by June 24, 1987. 8. Provide sod in the front and side yards by July 13, 1987. 9. Provide City with copy of verifying survey by July 13, 1987, 10. Install gas line from furnace to meter in workmanshiplike manner. We will expect the above items to be completed by the scheduled dates when reinspections will be conducted to determine compliance. If you have any questions on these items, please feel free to contact me at 571-3450. Sincerely, C7n--'- DARREL G. CLARK Chief Building Official DGC/mh CC: Mr. Michael Wojcik STATE OF MINNESOTA COUNTY OF ANOKA The undersigned, being duly at (Lo Name COMPLAINT AND SUMMONS DISTRICT COURT states as follows: Birth Date (ir Fa►�..,4� Z� Pc� �� roe � �r� In violation of Local Ord. No. �•�G�"r( In such case made and provided. Jf 1 promise to contact the Violations Bureau before (if I have aquestions), or appear at the time and place shown belny ow: and I understand it I fail to do so a warrant for my arrest may be issued. SIGNAT RE Vio ations Burea ddress: nL.kj#-N�t ; :it "�a r-- 0 Phone: 421-4780, E t.6138p1�8,py CourtData: CourtTime:��_p.M. CIVIL CRn1cit— L DIVISION NO. h0 4b0 ownshipof F(tVt "On the day of r � 19 - at M O a M. did then and there commit the 1 State Statute No. The undersigned further states that he has just and reasonable grounds to believe, and does believe, that the person named above committed the offense herein set forth, contrary to law. r Signature of Complainant y n Badge No. and Department Date SUBJECT PERMIT City of Fridley_ 2 9 2 6 8 AT THE TOP OF THE TWINS BUILDING PERMIT • L _____ COMMUNITY DEVELOPMENT DIV. , V SEC. r PROTECTIVE INSPECTION CITY HALL FRIDLEY 55132 NUMBER REV DATE PAGE OF APPROVED BY L 612-571-3450 910415 4/22/99 JOB ADDRESS 109 76 WAY NE 1 LEGAL LOT NO. BLOCK TRACT OR ADDITION SEE ATTACHED DESCR. 7 1 1 Oak River Estates SHEET 2 PROPERTY OWNER MAIL ADDRESS ZIP PHONE Mike Wojeik 109 76 Way NE 574-9684 3 CONTRACTOR MAIL ADDRESS ZIP PHONE LICENSE NO Eagleview Construction Inc 2937 1753-5469 4 ARCHITECT OR DESIGNER MAIL ADDRESS ZIP PHONE LICENSE NO. 20076043 5 ENGINEER MAIL ADDRESS ZIP PHONE LICENSE NO e USE OF BUILDING Residential 7 CLASS OF WORK ❑ NEW ❑ ADDITION O ALTERATION O REPAIR O MOVE ❑ REMOVE X 8 DESCRIBE WORK Reroof House & Garage (28 Sq) Tear -off 9 CHANGE OF USE FROM TO STIPULATIONS Underlayment must comply with the State Building Code. CONSTRUCTION WORK HOURS: 7:00 am to 9:00 pm, Monday thru Friday; 9:00 am to 9:00 pm on Saturday; No work on Sunday. SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL, PLUMBING, HEATING. TYPE OF CONST. OCCUPANCY GROUP OCCUPANCY LOAD VENTILATING OR AIR CONDITIONING. THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION ZONING SO. FT CU FT AUTHORIZED IS NOT COMMENCED WITHIN 80 DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 120 DAYS AT ANY TIME AFTER WORK IS COMMENCED. NO DWLG. UNITS OFFSTREET PARKING I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION 1 STALLS GARAGES AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS VALUATION SURTAX AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT $2,399 $1.20 DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PERMIT FEE SAC CHAR E PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CON- STRUCTION OR THE PERFORMANCE OF CONSTRUCTION $74.75 Fir C $2.40 •- PLAN CHECK FEE TOTA F E 110 � ---_==` License $5. 3.35 NATURE OF CONTRACTOR OR AUTNORIZEO AGENT IDATEI NO A ID T THIS IS Bl INSP PER�t1T J BATE S,GNATURE OF OWNEROf OWNER SUILDERI IOATEI NEW [ ] Effective 1/1/99 ADDN [ ] CITY OF FRIDLEY ALTER [ ] SINGLE FAMILY AND DUPLEXES R-1 AND R-2 BUILDING PERMIT APPLICATION ConstructionAddress: t) z �fv Legal Description: Owner Name & Address: % rCe �% (Cr �- Tel. # S 7 Y Contractor: 60444q_� dsjAe-, MN LICENSE # )-60 7(eD q'S Address: -)-q 3 % / 7 V*—A A-tA Tel. # Attach to this application, a Certificate of Survey of the lot, with the proposed construction drawn on it to scale. DESCRIPTION OF E%IPROVEMENT LIVING AREA: Length Width Height Sq. Ft. GARAGE AREA: Length Width Height Sq. Ft. DECK AREA: Length Width Hgt/Ground Sq. Ft. OTHER: Construction Type:�`� �A� •� &�t ) X6a tunated Cost: $ '= (Fee Schedule on Back) Driveway Curb Cut Width Needed: Ft. + 6 Ft = Ft x $ _ $ DATE: Z APPLICANT: �,Xiau�Tel. # _25-3 Permit Fee Fire Surcharge State Surcharge SAC Charge License Surcharge Driveway Escrow Erosion Control Park Fee $ CITY USE ONLY Fee Schedule on Reverse Side .001 of Permit Valuation (1/10th%) $.50/$1,000 Valuation $1050 per SAC Unit $5.00 (State Licensed Residential Contractors) Alt. "A" or Alt. "B" Above $450.00 Conservation Plan Review Fee Determined by Engineering Sewer Main Charge $ 'Agreement Necessary [ ] Not Necessary [ ] TOTAL $ �� STIPULATIONS: CITY OF FRIDLEY 6431 UNIVERSITY AVENUE NE FRIDLEY, MN 55432 572-3bU4 YAX: (703) 571-1287 ADDRESS : 109 76TH WAY NE PIN : 103024110028 LEGAL DESC : OAK RIVER ESTATES : LOT 7 BLOCK 1 PERMIT TYPE : BUILDING PROPERTY TYPE : RESIDENTIAL CONSTRUCTION TYPE : GARAGE, DETACHED k PERM NO.:2004-00770 DATE ISSUED: 05/24/2004 VALUATION : $ 13,266.00 NOTE: CALL GOPHER STATE ONE AT 651-454-0002 FOR UTILITY LOCATIONS. PROVIDE HARD SURFACE DRIVEWAY. SEE NOTATIONS ON PLAN. CONSTRUCT A 30'X 20' GARAGE. APPLICANT BUILDING PERMIT FEE 237.25 WOJCIK MICHAEL J PLAN CHECK FEE 154.21 109 76TH WAY NE FIRE SURCHARGE 13.27 FRIDLEY, MN 55432 STATE SURCHARGE, VALUE 6.63 TOTAL 411.36 PAID WITH CHECK # 7614 OWNER WOJCIK MICHAEL J 109 76TH WAY NE FRIDLEY, MN 55432 AGREEMENT AND SWORN STATEMENT This permit becomes null and void if work or construction authorized is not commenced witin 60 days or if construction or work is suspended or abandoned for a period of 120 days at any time after work is commenced. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of wort will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any other state or local law regulating coRstructipn or the};eflfo,�ance f construction. A it c t _ ems/% k�!��n�-Z Dates- -.Y may SEPARATE PERMITS REQUfRED FOR WORK OTHER THAN DESCRIBED ABOVE. NEW [ ] CITY OF FRIDLEY Effective 4/1/2004 ADDN [ ] 6431 University Ave NE, Fridley, MN 55432 (763) 572-3604 Bldg Insp ALTER [ ] SINGLE FAMILY AND DUPLEXES R-1 AND R-2 (763) 57 1287 Fax L, BUILDING PERMIT APPLICATION Construction Address: f O " 7 Legal Description: Owner Name & Address: m. �ti J l�®j c- ? �L Tel. #-2-6 Contractor. C�" MN LICENSE # Address: Tel. # Attach to this application, a Certificate of Survey of the lot, with the proposed construction drawn on it to scale. DESCRIPTION OF IMPROVEMENT LIVING AREA: Length Width Height Sq. Ft. GARAGE AREA: Length '30,' Width -0 Height 16W t ;w Sq. Ft. G O O DECK AREA: Length Width Hgt/Ground Sq. Ft. OTHER: /3 Construction Type: L-3 n e, 6f Estimated Cost: $ l o J Driveway Curb Cut Width Needed: Ft + 6 Ft = Ft x $ _ $ DATE: 5--16P- 8 y APPLICANT: Tel. # Call (763) 572-3604 for Permit Fees if mailing in application. Fax to 763-571-1287 if using credit card and we will call you for card number. CITY USE ONLY - Permit Fee $ d ip%.Fee Schedule on Reverse Side Plan Review $ ;:� t 65% of Permit Fee Fire Surcharge $ .001 of Permit Valuation (1/10th%) State Surcharge $ $.50/$1,000 Valuation SAC Charge $ $1350 per SAC Unit License Surcharge $ $5.00 (State Licensed Residential Contractors) Curb Cut Escrow $ Alt. "A" or Alt. "B" Above Erosion Control $ $450.00 Conservation Plan Review Park Fee $ Fee Determined by Engineering Sewer Main Charge $ Agreement Necessary [ ] Not Necessary [ ] TOTAL $ J STIPULATIONS: r""C i nis shown are from 4ki.;'6-ui' that this Is a Ince and coast i above described land and 0 its, If any, from or on said Ise its 31st dayof _AI N ILAIRY NVe*t U e Vea... ItEhl81'EItEU UNDER LAWS OF S•1'A'1'F. OF MINI'IESU1'A 7601- 73rd Avenue North 660.3093 Minnespolh, Minnesota 66428 oururgara (sRrtift w Overhead Wires . d .md befo ..ruction. .ed Top of posed Garage 1roposed Lowest Type of Building Int 89 Black 17 OAK RIVER ESTATES, except that part embraced within Anoka County Highway Plat No. 28 L The only easements shown are from plate of record or information provided by client. We hereby certify that this is a true and correct representation of a survey of the boundaries of.the above described land and the IL C7 Ql t` lrl 10 r` 0 H Ul CO Ll Ul LD r� 00 1f1 r - to CA F-- N Q IY Q z W tY LL F (L IL m IV v f9 0 (11 (V z mo6maoally brawl by thrstbing holm otherwise speri0d Rrhem boacm, chards m tension see scat fully breed luatdty by a properly applaed rigid aeitint they should be braced to anraaimura species of 10'.0" o.c. Connectorpirss shall be minraraawad rime 20 gau a hen eppod gah wo d stud morins ASTM A 653, Grade 40, untet otbeswile shown FABRICATION NOTES Price to fabrication. the fabricates 4111 rwic" this drswrng Is vestry dial this draaira es in pmdormanee with the fabriaror s plans and res real !a a continuing responsibility rat such vanfrcation Any discrepancies sae to be put in wrifing before cuebog or rabrration Plains shall "be installed over Jworhoteat,2ms or drsmned Barn Members shal I be cul for irght fitting >.00d to wood lowing. Coanacroe plan shaft be toaated on both rata arthe trust wtah rails fully imbedded and shall be sym about thopinl unlet otherwiseshown A fila platy rtkS gide Sloe Oriole) r6iseasppiraallld b pVoidWawym spei d OaubJe wu on web aaembtn tteil meet at the camsoid of the wake Ludas eehsawise sMwn co are:tor plate sire are remimum sions based on the fatty dwitit and Scar7 seed so be g ardro increased farcensin landlo rerec ion ware Me truss is ratio be fibricaed wW fire eecrrdent treawd lumber unless ushoeise shown For ddctionsfi af9msstion m Qualiay contratWar to ANSYIP( 1.1995 PRECAUTIONARY NOTES All braavrg and treat= recarmarardmas am m ba rollooad in amordsno with-Haadlift& Isstanmg and Orecrol" 1310.111 Trusses ate to M Handled %Lh Particular are dhaing banding and bundliea_ delis acv and inslillaiii n to avow be of sal advice shall be smgM if model nim of matuctica bads stoles that I leads sba0 oel be apdasd to Lase Al Na bob oQer dm 3aa *ei l of 0ss hen be i fteGad eo ewe gad ane an and bracme it immolated. 4.0- 8 5-11- 8 ,, 5-11- 8 ,, 4-0-8 lei 0- 8 5'I1- 8 19 Id 5'11' 8 4- 0.8 1-- 0 2 ILI- 3 - 4 - US F21:50- 4-.09- arso-1 6x6 r La14at1 rraa.vf 1 (3x6) 4-4.4 11-3-B 4-4-4 182 it - - - ""U12293.50" 3.50" 20-0-0 At 10 9 8 7 61 170# 170# EXCEPT AS SHOWN PLATES ADZ TL20 GA TESTED PBA SL/TPI 1-1995 WARNING: Xng gob: NO: ROOKS "AD ALL lass Ow TRIS Ba9Rl. R COPY or Tars DARWIMG to 13 Dug: TI: 20GHN SjVIOf TO 2111=7IRO =MPACIOR. SOWING WAMNI"I sts.er..shnwnsmistrwivatsenaeaatimbrieirrwmdbndrf/1reNt►hraeingaraim%r Dsgnr:CK CAk:CK 11/21/04 71v%i 6*01 rbodinDeplirdneot 5231 WeRON can Clan. W1317.00.952!1 - c1600b876.7t28Trius9omsbFa p191616OW 11'he lrtattr{11 .Ilia!1�LEt+.i prgriae 1Tath: Liidie0 �eiigrw t P(awts hi TC Live '40. POE r Qua bmliTmg /TPI)Fea TC Deed 10.0 fist TPI " bond BC Live '0.0 Pe t BC Dead 10.0 pot Scsic - 0.1873 5t DP: 1.15 It Dr:_ 1.15 .C.:. 2- 0- 0 dodo : Lot: ATTSCS CUBtaater: GRXBRNL 110:R0Cf9 T><:20CM 4ty s i DESIGN INFORMATION TCs 2x 6 apt 11/12 IN) t) or () I plate till MOST from joint neater. assets point Lea/eiat■ 11 0- 0- 0 31 20- 0- 0 9) 4- 4- 4 This deelp11far a=indiddudbo"ing 121C. 213 9 a" 11/12 19) no Joint Oatail Report must be included with any submittal, inbpeetios, and/os 2) f- 0- 6 6) 20- 0- 0 101 0. 0- 0 wmyonemandtustualbased oft inflammation prevrdd by she cliwt. The designs dreclaims ma- 2a 4 BPP 11/12 (H) 2x 4 SPP STM IN) 3-11 fabrication draatamentaClon. 3) 10- 0- 0 7) 15- 1-12 anysapoesibilityfor daaagnatamull or fiulryvmmassesromrsb3gspnaftoGaea fauna designed with 40.0 parr Live Load in AIL CC 0=11151IC22 Cheeds are assumed to be continuously braced voles+ noted othesriss. 9) 15-1i- 1 0) 6- 0- 0 ----- -- --- - ----------- 20TA7. 98310N LORDS ------------ - a+NardelansfvnnlbedmWewasdakrarbT Jut the cltanabad lbeaorratnmorsowracyofthis Room arca. 1NMZPLZ T.0W8 -- This design is the CCMZCTOR PLATES AM TL20 (20). TL20 118), Onifeam nr From VLr To iC Vest Lag -100 0-. 0- 0 -100 20- 0- 0 nContwianeurn+yielasea+spaofcDmJ+t+ rcbeno ositm raault of mullipSe-Saids•�- ''''���� loadf"'� T -L -S (161 DIL1R RPFFANAL 11'0.990011-N PLATS yALOL9 ABU S1L20 SL10(191 T -L-8 CIC Vast L40 -20 0- 0- 0 -20 4- 4- 4 and acrsplano"openeailirycor torAbrietion,haadlmg This truss SNOTS designed for wind PIM ----- 245 245 171 DC Vert LSD -100 4- 4- a -100 IS- 7-12 mattdonhrepr shipment andin"lnieaoformsihsrlrua g� a 1.iS _ LOCATI ----_ gOMSggpR Bap( CTR ----------- 189 109 112 bC Vert Its -20 15- 7-12 -20 20- 0- 0 has Men deigned as u utdividesl buddy6 __ E -Loa Vert Noris VVIirt Y -Loa Type BPAOCR plug PIR --- 201 207 117 CoOeentsated L98 Location 9- 4- 4 wmypoonant,nsccordaeeewrtiAN311TPI1.1995 sadNDS.97teberrtceporaeadwpnarme building design TAY e9'nld'gDe ars 0- 1-12 1622 0 0 BOT Pin 0 0 DOT a Roll DMIAS PIR ------- 249 249 132 bracing shown is for visual Pvsposee only. BC Vert L+D -170 BC Vert L►D -170 15- 7-12 (relislaedarchitects orpmfaaioaafaymm) I9-10- a 1822 ..TC. .Jl'=z..CSI. be. ..TO(tca-cal. --------GLOBAL bw DITURCTIOME--------- wbmRi,icwad far ppmralbythe bmldieatS 1- 2 -2098 0.21 20- 9 932 0.91 LL TL designer, the design bWiageshboown rsuube 2- 3 -1129 0.43 9- 8 928 0.91 •!1 10./9/999 in.323 3eckednbesure0utdtedanshownsteia agreemsewith the loaslWbdkWcoda.local 3- 4 -1129 0.43 8- 7 428 0.91 I.Span -0.1!/999 -0.32/733 7-9 0.24 NR ehmsliesaeorbrwwWorsm. loads, project 4- 5 -2098 0.21 7- 6 932 0.91 Renis. -0.30 L/999 ■ -0.13 tpegfrwciommspecial aWtodtmds.Unless Hasc DL Deflection mo6maoally brawl by thrstbing holm otherwise speri0d Rrhem boacm, chards m tension see scat fully breed luatdty by a properly applaed rigid aeitint they should be braced to anraaimura species of 10'.0" o.c. Connectorpirss shall be minraraawad rime 20 gau a hen eppod gah wo d stud morins ASTM A 653, Grade 40, untet otbeswile shown FABRICATION NOTES Price to fabrication. the fabricates 4111 rwic" this drswrng Is vestry dial this draaira es in pmdormanee with the fabriaror s plans and res real !a a continuing responsibility rat such vanfrcation Any discrepancies sae to be put in wrifing before cuebog or rabrration Plains shall "be installed over Jworhoteat,2ms or drsmned Barn Members shal I be cul for irght fitting >.00d to wood lowing. Coanacroe plan shaft be toaated on both rata arthe trust wtah rails fully imbedded and shall be sym about thopinl unlet otherwiseshown A fila platy rtkS gide Sloe Oriole) r6iseasppiraallld b pVoidWawym spei d OaubJe wu on web aaembtn tteil meet at the camsoid of the wake Ludas eehsawise sMwn co are:tor plate sire are remimum sions based on the fatty dwitit and Scar7 seed so be g ardro increased farcensin landlo rerec ion ware Me truss is ratio be fibricaed wW fire eecrrdent treawd lumber unless ushoeise shown For ddctionsfi af9msstion m Qualiay contratWar to ANSYIP( 1.1995 PRECAUTIONARY NOTES All braavrg and treat= recarmarardmas am m ba rollooad in amordsno with-Haadlift& Isstanmg and Orecrol" 1310.111 Trusses ate to M Handled %Lh Particular are dhaing banding and bundliea_ delis acv and inslillaiii n to avow be of sal advice shall be smgM if model nim of matuctica bads stoles that I leads sba0 oel be apdasd to Lase Al Na bob oQer dm 3aa *ei l of 0ss hen be i fteGad eo ewe gad ane an and bracme it immolated. 4.0- 8 5-11- 8 ,, 5-11- 8 ,, 4-0-8 lei 0- 8 5'I1- 8 19 Id 5'11' 8 4- 0.8 1-- 0 2 ILI- 3 - 4 - US F21:50- 4-.09- arso-1 6x6 r La14at1 rraa.vf 1 (3x6) 4-4.4 11-3-B 4-4-4 182 it - - - ""U12293.50" 3.50" 20-0-0 At 10 9 8 7 61 170# 170# EXCEPT AS SHOWN PLATES ADZ TL20 GA TESTED PBA SL/TPI 1-1995 WARNING: Xng gob: NO: ROOKS "AD ALL lass Ow TRIS Ba9Rl. R COPY or Tars DARWIMG to 13 Dug: TI: 20GHN SjVIOf TO 2111=7IRO =MPACIOR. SOWING WAMNI"I sts.er..shnwnsmistrwivatsenaeaatimbrieirrwmdbndrf/1reNt►hraeingaraim%r Dsgnr:CK CAk:CK 11/21/04 71v%i 6*01 rbodinDeplirdneot 5231 WeRON can Clan. W1317.00.952!1 - c1600b876.7t28Trius9omsbFa p191616OW 11'he lrtattr{11 .Ilia!1�LEt+.i prgriae 1Tath: Liidie0 �eiigrw t P(awts hi TC Live '40. POE r Qua bmliTmg /TPI)Fea TC Deed 10.0 fist TPI " bond BC Live '0.0 Pe t BC Dead 10.0 pot Scsic - 0.1873 5t DP: 1.15 It Dr:_ 1.15 .C.:. 2- 0- 0 dodo : Ur Qd LIO o 2 LL 'LL Ur Qd LIO o 2 ys, z ���3��) XXX 11 ys T SF �ti --..AdoQ Pol; ni1s_-'_— ---- -- - -- - - ` - - - -- ----- - - - nmg) UOPI co G �-- m ..� �- �a � s s r° A Ala � a L C- CAI -37 2'1 0 x Building • MECHANICAL rntN6-" ' r""' Inspections RESIDENTIAL APPLICATION Received By: 763-572-3604 CITY OF FRIDLEY Date Rec'd,0 763-502-4977 FAX EFFECTIVE 7-1-2010 DATE PROVIDE HEAT LOSS CALC'S PER MANU Equipment Installed MFG: YOUR E-MAIL ADDRESS MFG: SITE ADDRESS MFG: MODEL: SIZE/BTU *WC $25.00 THIS APPLICANT IS: ❑ OWNER >91CONTRACTOR FIREPLACE (WOOD) $35.00 GAS GRILL $10.00 PROPERTY NAME _CHIMNEY LINER $10.00 OWNER/ ADDRESS: CITY ` STATIP TENANT PHONE: ' CONTRACTOR COMPANY NAME: SUBMIT A COPY OF CONTACT PERSON: YOUR STATE STATE LICENSE # BROOKLYN PARK RK .1: LICENSE WITH ADDRESS: 763 83� C TY STATE ZIP APPLICATION 424 PHONE FAX PERMIT TYPE ^NGLE FAMILY ❑ TWO FAMILY TYPE OF WORK: I ❑ NEW REPLACEMENT DETAILED DESCRIPTION OF WORK ❑ TOWNHOUSE ❑ ALTERATION/REMODEL FEES ARE BASED ON $10.00 PER FIXTURE, EXCEPT WHERE NOTED. FIXTURES: (INDICATE TOTAL NUMBER OF EACH BELOW) PROVIDE HEAT LOSS CALC'S PER MANU Equipment Installed MFG: J 2006 ASHRAE HANDBOOK MODEL:��D4- SIZE/BTU ��t s MFG: MODEL: ��O SIZE/BTU� MFG: MODEL: SIZE/BTU *WC $25.00 _FIREPLACE (GAS) $15.00 _GAS RANGE/OVEN $10.00 TO AIR EXCHANGEER $15 FIREPLACE (WOOD) $35.00 GAS GRILL $10.00 _AIR _BOILER $35.00 _NEW A_-TgRNACE $35.00 _GAS UNIT HTR $10.00 _CHIMNEY LINER $10.00 _GAS DRYER $10.00 _POOL HEATER $35.00 DUCT WORK $10.00 GAS PIPING $10.00 VENTILATOR $15.00 Number of fixtures @ $10.00 x $10.00 = $ Number of fixtures @;,$15.00 ` 'x $15.00 = $ City of Fridley Building Inspections Department 6431 University Avenue NE, Fridley, MN 55432 763-572-3604 FAX: 763-502-4977