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Home My WebLink About4274 Garland StreetP AddtM - . . « « f, a OF M MI t � i � 4 ". %:.: i So- i R M ♦.:.{ *. l a f a «. + .. ti � �.".. Date. Plan # Plormit UMIA TO: Building Code Advisory Board members FROM: John Schumacher, Chief Building Official Pig' Iii mill", d*41111011 tv IIUI 110111C. t"jn wnuen aetermination by Me Unletnuitaing Official, denying the request for extension of permit #070396, was provided to Janet Bradford. - The permit had been expired by ordinance for a period of more than four(4) years at the time of request for extension. - The original permit was issued in violation of city ordinance as it relates to homeowners perfort structural work and no subcontractors were listed on the permit - The area designated as I 00-year floodplain in officially adopted FIRM maps now encompasses virtually all of the existing home and approximately half of the newly constructed addition. - A Special Exception pennit is required prior to issuance of any building permit for work in the Flood Storage District, Such permit would require elevation of the structures' finished floor to onefoot above BFE. - A valid Certificate of Occupancy Lannot be legally issued for a structure in the related to the Flood Storage District, - Mrs. Bradford stated that she had been working off and on over the past few years although the permit was expired and that she had mechanical and electrical contractors scheduled to work in the near future. City of Wheat Ridge Municipal Building 7500 W. 29"' Ave. Wheat Ridge, CO 80033-8001 P 303,235.2855 F: 303.237,8929 therefore, the request for extension is denied, wwwxi.wheatridgexoms require demonstration of qualification in a manner similar to that of a contractor, typically through testing. and to be included on the issued permit. Performance of work while a permit is in an expired status is also a violation of city ordinances. The documents submitted and approved at the time of issuan, cc of the original permit do not meet the requirements of current City of VAieat Ridge regulations as they relate to engineering, contractor, floodplain or building code requirements and therefore cannot be approved for extension. Submission of a new application and documents for review to determine compliance with all applicable code requirements is required to continue work on the project. All work must cease and occupancy of the addition is prohibited. WMMMM John C. Schumacher, Jr., CBO Chief Building Official 7500 W, 29th Avenue Wheat Ridge, Colorado 80033 Offi ce Phone: 303-235-2853 Fax: 303-234-2857 www,ci,wheatrition no im City of Wheat Ridge 7/30/12 210MMUMEZZOM This shall serve as our letter of 1 ,, 11 In regards to the denial of extension for our permit #070396, 1 would like to point out the following items; Our original permit was issued on May 2, 2007 and we began our project. We had 7 inspections from June to December 2007. We proceeded per the plans until we received a letter from our Home Equity loan company that due to the housing crisis our loan was reduced, no more funds were available to us, At the same time my partner Brad Baker losith', ' 1 1" TF7 L 1111 TFIRTTWiring on7*5 building inspectors office and was given the option that we would have to pay $3,294,56 to renew the permit or pay $969.94 to extend it for 180 days. There was no way we could pay that when the economy had collapsed. I MFOAAWAUt build construction which uses anchor bolts. We hav-.4.%k4 impin ; I M"01111-141'q and addition since 2008, At the time the permit was issued the electric code was 2005 but when we did the electric we had access to the 2006 code book which we followed to do our installation. etc. as per the newer regulations. 0", I 1 View Pemet 20070396 Information - to h , .,,,w "- : s sry -ci -ad - CFI /adg loitain,ptip:CPOP= rerid=5161 fad: rasp= c: /ada7 >`web/apps,, sdbpl5t)v_nit.php& od : Edit+ ermit+�Q6 +View- Detaii curteiit_recid=51 i6&ars =YTC KwK Perw ° 20070396Infe Parcel. 39-223-02-012 : 04274 Garland ST, Wheat Ridge, CO 3803. 14 i =a s:Y Yytµ �S a u r } t , eurtesy W21/11 08.00 AM 041;2111102..55 AM O.00 K Errce� 7 Midi flnsp, 17J 7 08;00 1210 01:15 0.00 ► t a / a t t 3 11 1 t plete 3 t 5 Sheathing/Sheer Ins 1010810710.00 AM 1010810710.O01aM 0:00 �� t�►7tplete t w'e��Ylytt �r%xY � �� 1 Y4Y t Y � � 0 5 Damp/Weatherproof 0110700:00AM0'31t0711,05,MOm00 \ t rJL4�h�,y 4 F oundation Insp. 00117107 08:00 O8117107 08:00 O.00 11a�� t� \]t � Y Y< '✓;,t U. L Y M W SM Cn�ete� t "l \ 3 Footing Inspection 08110107 02.00 PM 08110107 MOO PM 0.00 BM complete 2 FIns e >atr 07102107 10:00 AM 0710210710:00AM 0..00 BM Partial Y '' S 1 \} L� tt xi t � a \��l`�i�� +, 1 Faatat�ng Inspectr�n 0&1;18107 03.O PM 061107 0:30 P"IUI O.00 8M In�strrtplete � ti, 1 '{ 1'+ t tt 9 1� ty }*ait�jStdY�l�t i,�ylY 1i 411 tl '� \. n � ,/` � t � l.�t �\ 1\ \ t tt `Y � jl M t {a .. 1 17•ay, >a. � Yj 1S '�`l 1t 1`., 3 Jt� "t Jlu"�S A i a � 1 h Y J � \ iitl�il � \ � �t� 1�a x+� ld jY� {. l.. i`•, �, li 4 ;Y 'a"1( � � 1 "; ) R . .l \ .'0t�1 .J'Sw�' u tt' :il�i .:� .�1 , g Fr p"errrrft t9 ¢ o ,a,4 .r,., .. :.,. a. 1... �v �, t.,i' 3,, � '•H 4 1 I l t „t' Y .i i t l t Y 9 �'i 'S \n� brit ,, i ty� \1; „� t l t ,a yya i \n Y e.S y � t , y ' k� y\�t\ �t a y 4 •- N- Job Address 'Y.27"Y 4o4# - Apirr" Permit Number v + r im John Schumacher From: Tim Paranto Sent: Monday, July 30, 2012 3:57 PM To: John Schumacher Subject: RE: 4274 Garland Street ME Timothy Paranto, P.E. Director of Public Works Office Phone: 303-235-2,qi:: From. John Schumacher Sent. Monday, July 30, 2012 3:25 PM To: Tim Paranto Subject: 4274 Garland Street I I lip request. In preparation for that hearing, it would be very helpful for me if you could provide me with some information and answera few Questions for me so that I ma orooerl reseni ani reouireminis foi W ct to rtim 00 are as follows: 1. Is it correct that because the permit has expired and the structure is now partially in the 100-year floodplain, the applicant would be required to obtain a new exemption permit that would include elevation of the finish floor of the structure to a minimum of 1 foot above the BFE? If so, approximately how much would the finish floor of the structure be required to be elevated above existing grade to meet the I foot above BEE elevation requirement? A Flood Exception Permit is required prior to issuance of a new building permit, The finish floor of the new addition must be approximately 2-3 feet above existing grade. The exact elevation would be set in the Flood Exception Permit, M 3. Would floodprocifing measures be required for the foundation and any crawlspace created by elevation of the finish floor? The foundation must be floodproof (concrete, etc.). The crawlspace would not have to be floodproofed, but can have no use for equipment, HVAC piping, electrical, etc. 4. Is it correct that a study would be required, demonstrating no adverse impact on the floodplain, for the portion of the structure that would fie within the 100-year floodplain if the project was to continue? there any other relevant information related to the continuation of the project, extension of the permit, or application for a new permit of which the board should be aware prior to rendering a decision? MIMN -0 MC I 111111� 1,11 1 11 11 1 01 pol 11110 NOW network to which your computer is connected, Thank you, below* LJ NO Mrs. Janet L. Bra "or 4274 Garland St. Im The Buildinf-z-De-vartment has kalmai jcrg FUTM U Code Advisory Board. The meeting will take place at 7500 W. 29' Ave., in the City Council Chambers at City Hall, on August 15' 6 , 2012, starting promptly at 6.00p.m. MINION IINN411#101 m "W" it City of Wheat Ridge 7/30/12 gnamrs �l 1 • III 11111grIppil 111 1111111 11111111 11 In regards to the denial of extension for our permit #070396, 1 would like to point out the following items; 11 T'1111V 7 ♦ #71771*117FTIMIIIII =$, M UTSP office and was given the option that we would have to pay $3,294.56 to renew the permit or pay $969.94 to extend it for 180 days. There was no way we could pay that when the economy had collapsed. build construction which uses anchor bolts. I YMMre location of toe floodplain. The permitted structure was calculated into the UDFCD floodplain assessment. We have been paying flood insurance for years, - rr --nT6- I • and addition since 2008. At the time the permit was issued the electric code was 2005 but when we did the electric we had access to the 2006 code book which we followed to do our installation. We installed arc fault breakers, etc. as per the newer regulations. father passed away. As you may suspect the permit was the last thing on my mind. I'll 11 . - t - - , I V TUTTUMer 77 at T-TT nave conaUCTeci wom Ica y over Me past several years despite the expiration of the original permit and these actions constitute a violation of requirements of the City of Wheat Ridge. Since this is a continuing project and as the homeowner and contractor we did what work we could when we could given the circumstances. All the wor�-�*e to this IMEMM ■ 91M, D. Is detWery address different from Item 1? Q' Yes If YES, enter delivery address below, 0 No P., U R' k rt USE to Postage Ln Mrs. Janet L. Bradford 4274 Garland Street IN , ai Postage & Fees L$-- , "' j On July 17, 2012, the Building Division received a written request for extension of permit #070396, issued on May 2, 2007. Unfortunately, the Building Division is unable to approve the extension of the permit as issued and therefore, the request for extension is denied. www.cj.wbeatridge.co.us Gr*W Fee ni C3 O: Fee J= (rzW led) M "ZrF Fee require, dernonstration of qualification in a manner similar to that of a contractor, typically through testing. !xmpwn and to be included on the issued permit. Performance of work while a permit is in an expired status is also a violation of city ordinances. The documents submitted and approved at the time of issuance of the original permit do not meet the requirements of current City of Wheat Ridge regulations as they relate to engineering, contractor, floodplain or building code requirements and therefore cannot be &%roved for extension. S, documents for review to determine compliance with all applicable code requirements is required to continue work on the project, All work must cease and occupancy of the addition is prohibited. MMMMM �Vohn S urnacher, Jr., CBO Chie g Official 7500 W, 29th Avenue Wheat Ridge, Colorado 80033 Office Plione: 303-235-2853 Fax: 303-234-2857 mm3y-ci.wheatrid&L qpus �_ r CITY OF WHEAT RIDGE Building Inspection Division (303) 234 -5933 Inspection line (303) 235 -2855 Office "(303) 237 -8929 Fax INSPECTION NOTICE Inspection Type .d� Job Address Y27Y 4 14vaJ sr' Permit Number 4�'s s , Q ' A� , dOv@r ✓ a �� Lam„ .rte ,y2� Cdr ? eeed It !r' 5 4. , 6 °3. d - aim °91y� -•- r�F IAA Fe" 7 , I I I i I I I , , I I i DElee. D Plumb. D Mech. D Structural t f 0 1st D2nd 0 3rd , Job Address'. 1/(./ '1',1 ./"10'/" ':"0" f: . _ ,. -,'];''''',1 " / ,'/.'/,-., .J t I f I f I , t ~ ! mOther "t') /)4 i ;/r'(j( / "'<1 / ," j i' ( '- ''\, " J;;;7' ' . / >:"-:',- ,~-'j..>~"J __)- ,1.; fJ!j ..--'--.\ , 1/<" t (jt.( ( -'r7 if -- -- :,/.(/(j " ; . ' !II ' :i' / I', ./ \ " Y ... I -;) /).-7L " t' , .. -,1 /"---'>.. :.>'1 ,,' ~7---::: I ' , !' _ _ - l. " ~,(.r '_ '" ~ ..:..--r - I tor' '''''7"' , I /(/./'1/)lr / _~_.AJ /'- \ " '_.1 ORe-inspection fee of $ must be paid prior to r~inspection. o Blocked Access o No one available for inspection: Time AM/PM ~ 'When corrections have been made, call for re-inspection at 303-234-5933 I ! t ' c,;'''/7. I / ,-7 Date: b ,.,,' / l/ 1 Inspector: C. (J r!/j , DO NOT REMOVE THIS NOTICE _~____ _~'M .__...:..-"_,......______--'--,:-......~~_.u~,..~. .~~.~__._ ~_"____,_"_ .' _._"_._'_.__. _._._._.', I , j 1 1 1 1 ] j j j ~ I I I 1 , j j ! , i I i j , 1 1 COMMUNITY DEVELOPMENT DEPARTMENT Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office' (303) 235-2857 Fax INSPECTION NOTICE Inspection Type: IJ'l/O-N;or Job Address/Permit Number: 1/;271" 6..4",j"'",o!.r 070 ~'1c. AnN,,1/!' 9 o No one available for inspection: Time /."/~ AM/PM Re-Inspection required: Yes ~ 'When corrections have been made, call for re-inspection at 303-234-5933 Date: /J/! /07 Inspector: z::;, c: / ~. DO NOT REMOVE THIS NOTICE Rocky Mountain Structural Engineering P.O. Box 3145 Idaho Springs, Colorado 80452 Phone (303) 842-1136 To: Brad Baker 4274 Garland Street Wheatridge, Colorado 80033 July, 2 2007 Re: Foundation Footings. RMSE Job # 07-001 Dear Mr. Baker: At your request a representative of Rocky Mountain Structural Engineering has been contracted to provide follow-up documentation to the answer of a question regarding the footings for your addition. The question of the inspecting engineer for the City ofWheatridge; is, can cold joints be placed in the continuous footing shown on the plan and detail sheets of the Construction Documents? The answer is yes, cold joints can be used in the footings and foundation walls for purpose of allowing phased construction. Care should be taken so that the horizontal reinforcing steel is placed such that mm;mum lap lengths are provided on each side of the joints. Should you, the owners, or Building Officials have any questions regarding the foundation for the residence listed above please do not hesitate to call. Sincerely, . . ;';:?\~;.';}'i0 .,"" ,,'. .". .,~ ," .,;"~,,, '"'(~:.>'-." '~f 7/z(or '" " i.,~:,,':';::.'.....K./{:;;2"'j~ 'i) '.;\ ',;/ . :.' .t. " .~.. , ,..,. r " . :\:, ," .~. ~>~, ",..; , .'~.~," . William A. Scott P.E. COMMUNITY DEVELOPMENT DEPT. Inspection Services Division (303) 235-2855 Correction Notice Job Address: &-f 2- 7 L.-f (,.. PI \C \ ~ Y"\~ ~ ~ t).'D 't,LaG\c,h (<;> ~~ C:>~~Y.. y~ ~~,,,\.~..h", ~1".\)'c......-.s. c.. \ '- Q '0 d'I '-- ~ u, u. . ~ \ "4- @ ~1L c...\\ VS N"'\Ud c),. TC\ 'Q..t.... b<"'r~,-t-l-4\ ~<.)\\'^- \ When corrections have been made, call for re-inspection at 303-234-5933. ~~ Inspector Date: 5 - 1 "\ -oq- DO NOT REMOVE THIS NOTICE .~'" ' /f.~~,,,;,~,C"""_,,~]m,,t!!,~,_,~lt"A~_l:"~'J.A~~~,~~~,.~1,.4!--''i1~"P,v",J-~~~.,-~~.~,~;JX'7r,'4~,J City of Wheat Ridge 070396 4274 GARLAND ST Single story addition (Living areas & ISSUED: EXPIRES: bathrooms) 05/02/2007 10/29/2007 '" " '05,..;.9 " Ii -0 f ~"C . .s .s "~ = Ul ,t:'; f -o-ag lj fE I kJ Q 8 " oIll - l!J"S'E," .!t ~._;;j '" -8..._u cS~~ ..!! .S Residential Addition PERMIT - 070396 R-2 UA USE: BLOCK/LOT#: R-3 0/ CONTACTS *** 303/424-8918 Bradley Jay Baker Janet Leigh Br ** lfi~~) ESTIMATED FEES 1,939.87 1,260.92 .00 3,388.32 6,589.11 PROJECT VALUATION: ** ** PR RIPT N Replcr.ement boilerslfumaces . Minimum of 80% AFUE BOIIIIIII<,rnaces in ~ construcliOIl- Minimum of 9O'J6 AFUE Selblc. Thermostat required (Except for HydIonlc Heat) Gas Water Heaters - Minimum of .60 E Factor s: to 2003 IRC to 2005 NEC to landscaping and drainage requirements. e cannot impact neighboring properties to field inspections '! mul*" real,liremenls: . R-21 WIII$ . R-38 Ceilings . R-19 Crawl Spaces . R.19 BHllmentwallll , certify that the ,setback distances proposed by this permit application are accurate, and.do not violate applicable "es, ,rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all _, nts shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this !ionand that I assume full responsibility for compliance with the Wheat Ridge Building Code (I.B.C) and all other le Wheat Ridge Ordinances, for work under this permit. Plans subject to field inspection. ;~ date ;permit was issued in ~ccordance with the provisions set forth in your application and is subject to the laws of the . of Colorado and to the Zoning Regulations and Building Codes of Wheat Ridge, Colorado or any other applicable nces of the City. ipermitshall expire 180 days from the issue date. Requests for an extension must be received prior to expiration ~ An extension may be granted at the discretion of the Building Official. ~iS permit expires, a new permit may be acquired for a fee of one-half the amount normally required, provided no es have been or will be made in the original plans and specifications and any suspension or abandonment has not ed one (l) year. If changes have been or if suspension or abandonment exceeds one (1) year, full fees shall id for a new permit. "rk of any manner shall be done that will change the natural flow of water causing a drainage problem. ~ac~or shall notify the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive n approval on inspection card before proceeding with successive phases of the job. ssuance of a pe or the approval of drawings and specifications s 1 roval of, ~n lation 0 t provisions of the building codes or a ~Ilan review ct to spections. ') \j S n two..tainily~_ SecllCIII-26.502(D,I...t:b) ~, One slNSt _ per seventy (70) /fIM (IN ptJrlIotI date "'erml)oISINStftr>>tJilg( ,obeplac.lwllhbliMfiwrt ION RBQUBiI,'1' LINE: (303)234-59;3;3. ___liV.ILDING OFF~flIJ:f'II_-of!~6':W'/II-"'" ~dW"SlIloo_ iHJII!IItht1l'MlClf"'llJfllllllDlltf~ FOR INSPECii'?eN JCl I . -- INtv8 been in_'td 6) i 7wand1lO - nne ~(J tJtIt rooIfn;""""'" _ ",., be ' .. :.' fronl yonl.W". hildscaped. meet 100 IiIph tIIr8.1IOOr1Cl wind QUIt, Lo"taclth.Phlll....I'_I'.rtmenU..__ ClfIIf(t lbr trneI roof /nIpeDtIon. . ISO .......... ......... "r .met tn!os. COMMUNITY DEVELOPMENT DEPARTMENT BUILDING INSPEC110N UNE - 303-234-6833 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033 - (303-235-2855) APPUCATION PropertyOwner: E\2"'rOU:; 'j LT"''1 dAI<'..E;Q. <TA;I'vV- L.t2IG,t+ !?K.J.:.tPr:Oe0 &?""D PropertyAddress: 42'7'-1 e?tJ.,('1tUt)., ,;;-L. Phone:3)1-2~-b'9/8 - Contractor License No.: Cmnpuny: Building P~U;;:ber: ()1-CO~ I Dale: Phcne:3) 903-- 35'0 e ~ _1UIlI! OP UNDEIlSTANIlING MD _ENT BuUdIna DelJt VlIIulIfIon RrJUI'8: $ I hereby certify \hal the __ d_""", ..upoeed by thIa pennil....-. .... accunII8, a'ld do not_ ""jlII<_OIdi."""", rules 01' ~ at the Cltyof Wheel RIdge 01' c:cMlIWU, " ._ 01' '6OIIlotloll. of rac:onl; \hal 81_ _, and .......... _ .... .....-ate; \hall haw .- _ _ to _ by aD COO_IS prt_ on1hl8app11c811on _\hall...... fuR ."""",_lyforCOlT.pIIaI... will the Wheel Ridge e.-.g ~ (!.B.C) a'ld "" _ III-'t'IcIU. Wheel Ridge Ordinances, for work under this pennil. Plana 8Ubjact to ft8Id 1nap8ctIon. (<1NNERl(CONTRA. SlGNEll:E.vJ~ DATE (OWNERXCONTRACTOR):PR'~,;t' '-mzx-<"~c€ATE Use of Space (description): LI \/ f N C; Il'fz.LA; -:> + J3477f6JofVlS Description of work: <;I r-i G L E. ."S'TC rL'-{ J't D Dill 0"-1 Value:$ 1 Permit Fee:$ Plan Review Fee:$ Use Tax'S ;}yo, 0 , Total: $ Sq ~~ . .. 8q. Ft....... 208 G ONING COMMENTS: Approvoi: ZonIng: 17. 2- BUlLDINGDEPARTMENT USE ONLY Il.~;-/~ ,/ u1- ~) <S ILOING CoMMENTS: Approvoi:/-, ~ - ft: V'" ~ /tT /"le-Z-C> /..-vS.r"~_//"""" S LC~CoM : Approvoi: SIC: IRE DEPARTMENT CoMMENTS: ApprovoI: ~ H II"'>>'" / IG...JJ rA? ':"" H.'t... rr c...l~ CoN- ~T (ftv", : J!U-,N1>'- . l) Electrical License No: Company: ExpIrallon Date: Approval: Plumbing Ucense No: Company: expiration Date: Approval: Mechank:al Ucense No: Company: ExpIration Date: Approval: (4) (5) (8) Thla pormft _ iIIlU8d In _nee wtth the provIaIono 811 rorth In your op,.IlcalIOI. andlll8Ubjact to the _ of the St8Ie of ~_tothezorq R~and ~~ofWheelRldge, ~OI'any_..,..,_~....."""'ofthe City. Thla permit _......If (A) the work IlUlhortnd Is not coonn,...cod _ ablIy (90) dlIyll from Iaouo _ 01' (B) the bl-.g .uthooized Is auapendad 01' .bat_ for I period of 180 dlIyll. 1fth18 permit.... I r.- pennil may bll acquinld for I '"" at ono-h8Ifthe _ nonnoIIy 11IqUirId. ~ no changII haw bien orwtH bll made In the or1gInal plana and ~and any~ 01' ._llTIII~ hie not..,Mdeo:l_(l)~. If changII haw -. 01' If ~ 01' _1dIlI.manl....... 0llI (1) yaw, fuI_ _ be paid for I r.-pennil. No work of any momar _ bll dona \hal will chongI th8 nalUr8l_ of_ C8UIIng. ~ ~. ~_ nolIfythe BuIldIng lnapactor~ (24) _In -.... forllllnlp8ctlon8 and __wrIIonlllPftMll on InapecIIon cord bIfore pIOCI8dlng will .......... ~ of the job. Tha _ of. permit OI'the appIIl'I8I of dr8wIng8 and apoci_. _ not be conalruad to be. pennil for, norll1l1lPftM11at, any vIoIotIon of the provIaIono of the bUI1dlng codeI 01' any other ordinance, law, rulo 01',.-. Aft pIIn .- IaIUbjoct to _Inlpecl_ (1) (2) (3) ./ Structural Calculations By Rocky Mountain Structural Engineering For the Addition to the Baker Residence located at 4274 Garland St. Wheatridge, Colorado Wheat Ridge Buftcllng Department . Approved . ~/7?~. 07/./7L/07 BI:JIL8H46e~ DATE, VaIidilyol pennil: The of.permit or 8PIIR!RIof pin, ~1lcatioI1I and computaliorIIl/laII nol be a permit tw, or an approvlll 01, any violation 10 ~ 01 the proylslons 01 the lluiI4ng cocI8 or of illy City ordnances. PamIilI.- to~ authority to violate orcariC:el the provlslons 01 the buiIdin9 ClIdes or other ordinances 01. the City shallIlIl be valid. ON SITE P.LANS MUST BE ON SITE FOR INSPECTION ~OFFICIAL Rocky Mountain Structural Eneineerine 795 McIntyre Suite B-IOI, Golden, CO 80401 Ph: 383 2'1fJo.1313 Fl.. J~7B >>6S l'mS..@Cll...ani.IlI' ao~ i .., c - f f 36 P . t f;.; I" roJee: ...' "t ~. lftv Project No. C'7 - 00 i By: INA.!Checked Date: HI 2 OJ 10:; I Sheet: I of !::...... i;:.'. d,..=,'~.!.'~ ~.:.~J,,',:.-j,:..:~,,-.;..- ~~---~--~~-~~:----- -~-~=~~=------- ------...-----~~---T----:----, , , ,; -- -- j ... _~ ~ . _-L_~__"_ _~ , ... 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J _~_ ~ ;., ' Project: Slit Ff!'V Rocky Mountain Structural Eneineering Project No. C ';.'~." 0 I 795 Mcintyre Suite B-IOI, Golden, CO 80491 By: \ W A,.!:Checked Ph: 303-278-1515 Fx: 303-278-1965 Date: 3/ ~ l./ ,I 0-1 rmse@Comeast.net .._._.._.______,_..___..___~_O'__._ Sheet: '1 , of l-PH~~=4}Hftt~~I=ttn111tLL .....~... i~i=t=1 ,aH'l.LJ:"t~tt ' ;1 S.J.B$.!< L",.NJi FJ..%U,L-= Ti L__ ..0___-1____: 1._. : __,___.j~_____l_._,,-L__ "+____~_______;_.__-"_________ _i_.__~L_____L____l_.._J 1-- .l~_., ...-----~~-----~- -+----., : ' J.f:t~Lk ,_~~~~1~n-~---iL~Y u'r.L ~ J 1,!()j4 ~iJ I .__)____-.J._w__~___J.______J -- __L _i___J_____L__.L_____L___ --; - -- . ,- .-1-'---t-t~-T-.-t---+.--'--f-- ~._----r_----+-----+-~- L --: f+r=111TIf1IH. U-, H:B 1 ' .1=++ ... ,!; ! i ! . . -.... ... ...... '-~-.-uJ-., 1, _~__:L==_:_:_u'" __I I ! l 1 --- .. ,<__..__._n__ -,_._"--t-.__._,;..--_._~ ---~_._---'-'-'-- ..-,-,- ! t-- --i, ; _.1 , -- -- _._--------~---._-----~. --.. ,-_.~~ ->------~-".._-..;- , , I ! 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'R., :;: ~--),r'/ (~/Jie l:?)t'1" (OPNE~' S1e'F~ l.lf' I ~- ~ --- , .1 ~";'i \ Z;ttil __J I : Project: j3c< Ire"- Rocky Mountain Structural Eneineerine Project No. 07"001 795 McIntyre Suite B-I0l, Golden, CO 80401 By:WA~ Checked Ph: 303-278-1515 Fx: 303-278-1965 Date: 31211 lOt rms~~:~~~Ln~t_ ___~ ___ _____.-----~ ___ _., _ .__._____ __ ____1)ll!et: t_ of , (H!t!ttil~rl. i t:t~=;.itttL--~ ,; C'~Lj . . I. 'iC!?~~.I!'(./.f(2't- :<p{l:m-'-~t-~l~.J'1~~.-t _ if:o LjE.q.w ~dj..ft.ko-"1L~__l j , lJ; , I.... '6' , , , ; , , ; 1:;>' , I "I 'II ' I ' , ----1-'__1 ~)/t [~-~-+-~J3i.&'DL'fL,. :a--dq;?-1'""-J:/,-O.lCl i Hi '_:Jj=b~ tAJ::lwh j"1:~b 'b1.LLi) _:'. .. ..,~i .... , _L_L__~.,,_L--._,L.___L_ _L._____l...__~__'_' I j' I ,"" H...i,=I,~i,~.i" . _c:a:lii~kf,J~~.H+.'~'-T, i , ' ' , - Vr '7,1/:7-,.,:-;<,(i. ;,;+~,i-1,i-'-f~';'8"i_"l"I~~",i_~L;,I- _6,: _~,.,i", :~g,!;ME,;,i-_~,;! ~"i1{il i-t~~ :, ,_0'- '\ ' ' , I -j~\I-~~-..t.=J:-~;,t::~._~__l~l~- m_' ... ,_______~_L_+-I_ ,-, -', T'" - - "V, .-' .--.-..-. CD.1,i ,.,Q k i ,8..1- j"1Jf?~'Ie.~ i _.rd.! On)($. 0-/<.', ,lEy , ., $f'lII'ef' 'C '7 1) GENERAL NOTES FOR STRUCTURAL DRAWINGS: A. LIVE LOADS USED IN DESIGN 1. ROOF ............................................... 30 PSF 2. WIND ................................................ A. BASIC WIND SPEED ................... 100 MPH (3 SEC. GUST) B. EXPOSURE ................................... (C) 3. SEISMIC ........................................... CATEGORY (B) 2) DESIGN CODES: A. ACI BUILDING CODE (ACI318-99) B. AISC MANUAL OF STEEL CONSTRUCTION (NINTH EDITION) C. IBC 2003 3) CONCRETE: A. ALL CONCRETE SHALL BE MADE WITH STONE AGGREGATE AND SHALL DEVELOP A MINIMUM OF 2,625 PSI COMPRESSIVE STRENGTH IN 7 DAYS AND A MINIMUM OF 3,500 PSI COMPRESSIVE STRENGTH IN 28 DAYS. ALL CONCRETE IN CONTACT W/ SOIL SHALL BE MIXED W/ TYPE II CEMENT. USE TYPE V CEMENT AND 4,500 PSI IN HIGH SULFATE AREAS. AS AN AL TERNA TIVE FOR TYPE V CEMENT, PROVIDE CEMENT WHICH MEETS ASTM C 150 TYPE II REQUIREMENTS, CONTAINS 20 PERCENT FLY ASH, AND HAS A WATER TO CEMENT RATIO OF 0.45 OR LESS. THE FLY ASH SHOULD MEET ASTM C 618 CLASS F REQUIREMENTS. THE FLY ASH CAN BE REDUCED TO 15% FOR PLACEMENT IN COLD WEATHER MONTHS, PROVIDED THAT A WATER TO CEMENTITIOUS RATIO OF 0.45 OR LESS IS MAINTAINED. ACI ALSO INDICATES CONCRETE IN MODERATE EXPOSURE ENVIRONMENTS SHOULD HAVE A MINIMUM COMPRESSION STRENGTH OF 4500 PSI. B. ALL REINFORCING BARS SHALL BE ASTM A615-GRADE 60. EXCEPT TIES WHICH SHALL BE ASTM A615 GRADE 40. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185. (U.O.N.) C. CONCRETE PROTECTION FOR REINFORCEMENT (U.O.N.) 1. CONCRETE POURED AGAINST EARTH ........................................................... 3" 2. CONCRETE POURED IN FORMS BUT EXPOSED TO EARTH AND WEATHER a. #5 BARS OR SMALLER .............................................................................. 1-~" b. BARS LARGER THAN #5 ............................................................................ 2" 3. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT W/ GROUND ....... ~ D. LAP SPLICES, WHERE PERMITTED, SHALL BE A MINIMUM OF 36 BAR DIAMETERS FOR #5 BARS & SMALLER. WIRE FABRIC REINFORCEMENT MUST LAP ONE FULL LAP PLUS 2" AT SIDE AND END LAPS, BUT NOT LESS THAN 6" AND SHALL BE WIRED TOGETHER. MAKE ALL BARS CINTINUOUS AROUND CORNERS OR PROVIDE CORNER BARS OF EQUAL SIZE AND SPACING. E. CONTINUOUS TOP AND BOTTOM BARS IN WALLS SHALL BE SPLICED AS FOLLOWS, TOP BARS AT MID SPAN. BOTTOM BARS AT SUPPORTS. F. IN ADDITION TO STANDARD WALL REINFORCING PROVIDE (2) #5/60 BARS, ONE EACH FACE, W/ 2'-0" PROJECTION ON ALL SIDE AROUND OPENING IN CONC. (U.O.N.) G. CONCRETE WORK SHALL CONFORM TO ALL REQUIREMENTS OF ACI 318-99, SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS. H. ALL CINCRETE SLABS SHALL BE ISOLATED FROM FOUNDATION WALLS, STEEL COLUMNS AND UTILITY LINES AS SPECIFIED ON PLANS OR DETAILS. I. FLOOR SLABS ON GRADE SHALL BE POURED WITH CONSTRUCTION JOINTS LOCATED UNDER PARTITIONS WHERE PRACTICAL WITH NO DIMENSIONS EXCEEDING 12 FT. OR TOTAL AREA OF 150 SQ. FT. 4) FOUNDATIONS THE SPECIFICATIONS AND SOILS REPORT ARE PART OF THIS DESIGN PLACE FLOOR JOISTS AND SUBFLOOR PRIOR TO BACKFILLING PLACE COMPACTED BACKFILL IN LIFTS ALONG ENTIRE LENGTH OF WALL SEE SOIL SPECIFICATIONS WALL THICKNESSES SHOWN ARE ACTlJAL LOAD BEARING COMPONENTS SUSCEPTABLE TO WEATHER SHALL BE FINISHED TO MIN. OF 36" BELOW AND 6" ABOVE FINISHED GRADE WALL HEIGHTS VARY. REFER TO ARCH. DRAWINGS & DETAIL SHEETS IF UNFORSEEN CONDITIONS ARISE, CONTACT ENG. VERIFY LOCATIONS OF PADS MINIMUM 4' BEFORE STEPPING AT ANY DIRECTION CHANGE IN WALL r DIA. X 10" LONG ANCHOR BOLTS AT 4' O.C., MIN. 2-PER PLATE, MIN. 6" FROM PLATE ENDS MIN. 7" EMBEDMENT FOUNDATION NOTES I VERIFY ALL DIt.lENSIONS AND ELEVATIONS I SOIL DESIGN PARAt.lETERS: PRIOR TO ANY CONSTRUCTION. FOUNDATION DESIGN BASED ON t.lATCHING EXISTING T.O.W. INDICATES TOP OF FOUNDATION WALL FOUNDATION TYPE. OPEN HOLE INSPECTION TO CONFIRt.l B.O.W. INDICATES BOTTOt.l OF FOUNDATION WALL VAWES USED IN DESIGN. ALLOABLE BEARING 1,500 PSF, PASSIVE RESISTENCE 300 PCF, ACTIVE PRESSURE 45PCF, T.O.L INDICATES TOP OF LEDGE RESTRAINED 55 PCF. HOt.lEOWNER ASSUt.lES THE RISK OF B.O.F. INDICATES BOTTOt.l OF FOOTING USING THE ASSUt.lED VAWE. BUILDER HAS BEEN INFORt.lED OF THE RISK OF SLAB-ON-~RADE t.lOVEt.lENT DUE TO EXPANSIVE CONSOUDATlNG SOILS AND ACCEPTS THESE RISKS. ROOF FRAMING NOTES: 15 ROOF SHEATHING 32" (32/16 SPAN RATING). STAGGERED PANEL END JOINTS AND FASTEN WITH 10d NAILS AT 4" O.C. AT PERlt.lETER AND S" O.C. AT INTERt.lEDIA TE FRAt.lING. NAILS 5HALL FINISH FLUSH TO SHEATHING SURFACE. DO .tiQl... PENETRATE SHEATHING SURFACE WITH NAIL HEAD ~-;;; . - -~ -1-- u . - - '..~ 0 L Ii N 0 JC 1 ",~~. I I L . 02 0 L '" . "~ 0 -< '" J03 " g .., ~ -< I .1 J04 0 ~I '" i . ". -< --- ~. J05' ., 0 -< '" 1Jl J06 . . TO . . 2 . T03 . - - T04 . . '>o?~ " ~ " "\ .\, ~ -- -~ T05 ~f~ .....~~ .. I T06 ~+~T~~- ~~~. , m - ._" ~lo-~.~~~"'~'~' " I~-""--'~~':~ =t~-~-- _ ---=t= I I !: i i-. - ~kt-- -- .~~ ~-: ----~ - ~ .. f~':' --~~t =-~ ~ ----~~~TI ~. -- .. -..~-fi-~ .. ---.. ~- ~~- . -'1 i:~~t-_ -~~_~j ~':' . - =-i'.- .~=-~ - ~.. ....~...... "~li ...... ~"=~~~- -~.- . ..--- ---,"'-- .'.-- '.. -.- - < ,:~._ I rk. GE . - t~j :.j ~+'i . . =--= Wheat Ridge Building Oepartm Approved .- . -~,I.---~ . . OA: E. 01 a permit Of approval d pIln. md oompulalions shalt not a permit for. Of an approval d, any . any d the provisions of the building code Of d any City ordin . 'emils Pf'SUI11ing to give authority to violate Of cancel the provisions d the building codes or other ordinances of the City shall not be valid. G 02 .. .c"'h !, I I ! I '- .. I -11 .- I '~-~..i-:" ~ 2C103 /~ ~6iJV~~ . I~ ~ ~ ~r~,~-, I~ ~ ~ ~: _(".), ..., ...' . I ~ i, 0'" . i I~;e ~~';!; .. """'C)::T W ... :::.: G)g:::y CD OlfJlOl - .:::!..cro I\J IQ) :::+1'" o I:::) Q) ~i o ;o.:J-1 """':;[1 ::r 0. ' "OJ : am I ::J.", o.l~ I l'l)"Q-' c- '" :J " ~ OJ 1 ~ '" a. o. "'"I I 1 III I I lL 11.' , Job Truss Truss Type Job Reference 0 ional 6.500 s Feb 52007 MITek Industries, Inc Man M.II 19 11:35:21 2007 Page 1 7-634274 G01 SPECIAL 63 CONSULTANTS 4274 GARLAND ST High Plateau Truss, Inc, Golden, CO 80403 r1.10.19 1~10-10 5-0-9 5-0-9 9.9.11 4-9-1 13.10-1 4-0-6 23.2.7 5-4-0 28-6-6 5-4-0 17-10-7 4-O~6 12,,,,,,. "';'Ur,.! '~~-.., '~~- o3niJl 6,8.0- ~'10 -'0 ~ , -........:...u..'-.., ~ 141 [iT , / ." ~1:<( /. /'/ ,/ h8'" /~// 34-1-14 5-7-8 136-0-81 1-10-10 S"""1f20I /" / 6"61\ "/" / " ,0' --'O-----''J....w, .,o,-'-n~ _,,~~_.,o' ''',,''. .__--.- -~-""L--_-- __~-~-;- --~-..~ 0,iiMT}(JH< --~~~- -....>ff~: ,.. .L.~ ~. ,,- !(, 11 1 '" I ~C~,o~~E3 5,QMD.1Hc" ,I " " I(,,'MT,(JII:- " " 1'122 " ","= '.r.ML,H-' ''''.' = f---~':"()~-~.-- 5-0-9 9-9-~.1 4-9-1 13-10-1 4-0-6 23-2-7 5-4-0 +-. 28-6-6. 5-4-0 17-10~7 4-0-6 . +. ~_~I~t:~ts (X-,--Yl , : LOADING (pst) ! TeLL 30.0 TCDL 10.0 BeLL 00 BCDL 10.0 ..~O-4-4 0-2-81 [4:0-1-12 0-6-41f6.EdQe 0-5-81, [80-4-0 0-4-81 [111.1-12,0-3-121 .. - .-1 -....... [12:0-3-8,0-4-0] [1 30~4-0 0-8-011150.9-0 0-6-01 -.. .-.... I I lldefl >773 >392 ", Lid 240 180 ,1, DEFL Vert(LL) Vert(Tl) Horz(TL) in (lac) -0.5215-16 -1,0315-16 014 11 SPACING 2-0-0 Plates Increase 115 lumber Increase 1.15 Rep Stress Incr NO Code IRC2003fTP12002 CSI TC 0.81 BC 0.93 WB 0.87 (Matrix) BRACING TOP CHORD BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals Rigidceili1lg directly applied or 10.0-0 oc bracing LUMBER TOP CHORD 2 X 6 SPF 1650F 1 5E *Except* T1 2X8 OF 1950F 1.7E BOT CHORD 2 X8 OF 19S0F 1.7E WEBS 2 X 4 WW stud 'Except' W9 2X4 SPF 16S0F 1.5E, W5 2 X4 SPF 1650F 1.5E, W4 2X4 SPF 1650F 1 5E W1 2X4 SPF 1650F 1,5E, W2 2 X 4 SPF 1650F 1,5E, W13 2X 6 SPF 2100F 1.8E Wl1 2 X 4 SPF 1650F 1 5E I REACTIONS (Ib/size) 2=5823/0-7-12,11=1187310-5-8 Max Horz 2=-175(LC 3) Max Uplift2=-533(lC 5), 11=-647(lC 6) FORCES (Ib). Maximum Compression/Maximum Tension TOP CHORD 1-18=-12/0,2-18=-1210, 2-19=-23220/1894, 3.19=-2317311905, 3-20=-2917812459, 4-20=.2916712463, 4-5=-1654711401, 5-6=-11555/1029, 6-7=-9517/855, 7-8=-12564/9S5, 8-9=-13874/851, 9-10=0/68, 9.11=-82321593 BOT CHORD 2-21=.1931122615, 17-21 =-1931/22615, 17.22=-1931/22615, 22-23=-1931122615, 16-23=-1931/22615, 16-24=-2493128854, 15-24=-2493/28854, 15-25=-1085112868, 14-25=-1085/12868, 14-26=-723/11455, 26-27=-723111455, 13-27=-723111455, 13-28=-667112500,28-29=-667112500, 12.29=.667112500, 12-30=-106/2934, 11-30=.106/2934 WEBS 3-17=0/244,3-16=-584/6470, 4-16=-1097/124, 4-15=-17132/1508, 5-15=-692/7699, 5-14=-64331686, 6-14=-906/10587, 7-14=-41601251, 7.13=-136/3914,8.13=-135110,8-12=0/1262,9-12=-590/9802 NOTES 1) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 181b down and 561b up at 2-6-8, 181b down and 56 Ib upat 2-6-8, and 100 Ib down and 231b up at 5-4-7, and 100 Ibdown and 231b up at 5-4-7 on top chord, and 131b up at 2-6-8, 131b upat 2-6-8,28 Ib down al 5-4-7, 281b down at 5-4-7, 2451b down and 291b up at 8-2-6, 2451bdown and 29 Ib up at 8.2-6,350 Ib down and 461b up at 11-0-5,350 Ib down and 461b up at 11-0-5, 4521b down and 641b up at 13-10-4, 4521b down and 641b up at 13-10-4, 5491b down and 871b up at 16-8-3, 5491b down and 87 Ib up at 16-8.3, 6641b down and 89 Ib up at 19-6-2, 6641b down and 891b up at 19-6-2, 750 Ib down and 59 Ib up at 22-4.1,750 Ib down and 59 Ib upat 22-4-1, 8511bdown and 411b up at 25-2-0, 8511b down and 411b up at 25-2-0, 9511b down and 251b upat 28-0-0, 9511bdown and 251b up at 28-0-0, 1052Jb down and 131b up at 30-9-15, 10521bdown and 131b up at 30-9-15, and 11521b down and 241b up at 33-7-14, and 1152 Ib down and 24 Ib up at 33-7-14 on bottom chord. The designlselection of such connection device(s) IS the responsibility of others 2) 3-ply truss to be connected together with 10d (0, 131"x3") nails as follows Top chords connected as follows: 2 X 8 - 2 rows at 0-9-0 oc, 2 X 6 - 2 rows at 0-9-0 oc Bottom chords connected as follows: 2 X 8 - 2 rows at 0-7-0 oc Webs connected as lollows 2 X 4 - 1 row at 0.9-0 oc Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 181b down and 56 Ib up at 2-6-8, 18 Ib down and 56 Ib upat 2-6-8, and 100 Ib down and 231b up at 5-4.7, and 100 Ib down and 231b up at 5-4-7 on top chord, and 131b up at 2-6-8, 131b up at 2-6-8,28 Ib down at 5.4-7, 281b down at 5-4-7, 2451b down and 29 Ib up at 8-2-6, 2451b down and 29lb up at 8-2-6, 350 Ib down and 461b up at 11-0-5,350 Ib down and 461b up at 11-0-5, 4521b down and 641b up at 13.10.4, 4521bdown and 841b upat 13.10-4.549 Ibdown and 871b up at 16-8-3, 5491b down and 871b up at 16-8-3, 6641b down and 891b upat 19-6-2, 6641bdown and 891b up at 19-6-2,750 Ib down and 59 Ib up at 22-4-1,750 Ib down and 591b upat 22-4-1,851 Ibdown an-J 411b up at 25-2-0, 8511bdown and 411b up at 25-2-0, 9511bdown and 25lb up at 28-0-0. 9511b down and 251b up at 28.0-0, 10521bdown and 131b up at 30-9--15, 10521b down and 131b upat 30-9-15, and 11521b down and 241b up at 33-7-14, and 1152 , Ib down and 24 Ib up at 33-7-14 on bottom chord The design/selection of such connection device(s) is the responsibility of others ! 3) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section Ply to ply connections have been providecto distribute only loads noted as (F) or (B), unless otherwise indicated 4) Unbalanced roof live loads have been considered for this design 5) Wind. ASCE 7"98; 90mph; h=25ft; TCDl=6,Opsl; BCDL=60pst, Category II; Exp B; enclosed; MWFRS gable end zone; cantilever left and fight exposed, end verticallaft and right exposed; Lumber DOl=1 33 plale grip DOL=1 33 6) This truss has been designed tor a 10.0 psf bottom chord live load nonconcurrent with any other live loads 7) All plates are MT20 plates unless otherwise indicated 8) This truss requires plate inspection per th3 Tooth Count Method when this truss is chosen for quality assurance inspection g) Provide mechanical connection (by others) 01 truss to bearing plate capable of withstanding 5331b uplift at joint 2 and 6471b uplift atJoint11 Continued on paoe2 _,. _. -',,_,,__ I "],.1' OJ ' I CdMlYIH= In,lr,MP(,HII _34-1-14 5-7-8 -.-1 PLATES MT20 MT20H GRIP 169/123 127193 Weight 733 Ib 7-834274 G01 iTrussType I SPECIAL 83 CONSULTANTS 4274 GARLAND ST Job Truss High Plateau Truss, Inc., Golden, CO 80403 Job Reference 0 tional 6_500 s Feb 52007 MiTek IndusWes, Inc Man "Miii1SlT3521f607 -Page 2 NOTES 10) This truss is designed in accordance with the 2003 International Residential Code sections R502. 11.1 and R802.102 and referenced standard ANSlfTPI1 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 18 Ib down and 56 Ib up at 2-6-8, 181b down and 56lb up at 2-6-8, and 100 Ib down and 231b up at 5_4_7, and 100 Ib down and 231b upat 5_4_7 on top chord, and 131b up at 2-8-8, 131b upat 2-8-8, 281b down at 5-4-7, 281b down at 5-4"7, 2451bdowri and 291b up at 8-2-8, 2451bdown and 291b upat 8-2-6,350 Ib down and 481b up at 11.0-5,350 Ibdown and 461b upat 11-0.5, 4521b down and 641b upat 13-10-4, 4521b down and 6411:1 up at 13-10-4, 5491b down and 871b up at 16-8-3,549 Ib down and 871b up at 16-8-3, 6641b down and 89 Ib up at 19-6-2,664 Ib down and 89 Ib up at 19-6-2, 750 Ib down and 59 Ib up al 22-4.1,750 Ib down and 59 Ib up al 22-4-1,851 Ib down and 411b up at 25-2-0, 8511b down and 41 ib up al 25.2-0, 9S11b down and 251b up al 28-0-0, 9511b down and 251b up al 28.0-0, 10521b down and 13 ib upat 30-9-15, 10521b down and 131b up at 30-9-15, and 11521b down and 241b up al 33-7-14, and 11521b doWT1 and 241b up at 33-7-14 on bottom chord Thedesign/seleclion of SUCh connection device(s) is the responsibility of others LOAD eASElS) Standard 1) Reguiar: Lumber Increase=1 15, Plate ~ncrease=1_15 Uniform Loads (plf) Vert: 1-18=-80, 2-18=-20, 2-4=-80, 4-6=-80, 6.9=-80, 9.10=-80, 2-11=-20 Concenlrated Loads (Ib) Vert: 15=:_904(F=_452, 6=-452) 11=-2304(F=-1152, 6=-1152) 19=111(F=56, 6=56) 20=-81 (F="40, 6=-40) 21=26(F=:13, 6=13) 22=-35(F=-17, 6=-17) 23=_491 (F=-245, 6=-245) 24=_699(F=_350, 8=-350) 25=-1097(F=-549, 8=-549) 26=-1329(F=-664, 8=-664) 27=-1500(F=-750, 8=-750) 28=-1702(F=-851, 8=-851) 29=-1903(F=-951, 8=-951) 30=-2103(F=-1052, 8=-1052) I I l I GE01 GABLE '83 CONSULTANTS - 4274 GARLAND ST FOb 7-834274 Truss Truss Type High Plateau Truss, Inc., Golden, CO 80403 J~b Reference 0 tional 6,500 s Feb 52007 MITek Industries, Inc Mon Mar 19 1135222007 Page 1 1.1.4.0 I 1-4-0 6.11-3 6-11-3 +-- 12-8-12 5-9-9 18-8-0 5-11-4 +----~~ 5-9-0 .____ 125-9-0 I 1.4-0 Scol,'" "'oMT,C<-<,:::: ,.w'lf) /0",--- ;/1 '~~ /1 '// ''','' ~ ; / /)1 Yl // .1 ~-J i;r 1 ,u- i- r .._...._.0.... ..~:"c ~ ",e., 200 lIT J J. /~...' -'_'~:::::::-.'lif:. ::f.Hfif; <:::2::: llC~~------"" '( ---4JL_,- ~ ..~ jf:' 11 ," 1111; . / :".'/ /It]' . n' r /~.t . "oL!l. ", 14 MII28 00 ~- _:(,:<'- r --41 , l I 0<411 4,~ ".~ = l,t,' f--- 6-11-3___ 6-11-3 12,-8-12 5-9-9 _J8~8.0 _ 5-11-4 24-5-0 5-9-0 Plate Offsets X 4Ede-0-3-8 60-2-140~2~OITI3:0-4-0,O-3-0L I SPACING 2-0-0 Plates Increase 1,15 Lumber Increase 1,15 Rep Stress Ino::r NO ___ C~~ ~~C.:::03fTPI2002 [19.0-1-15,0-0-121'"r21 :0.1-8 0-O--12f,-12io~2~1'O=O~121 13i6:rs,0-0.121--- r .-=-1 LOADING (psf) TClL 30,0 TCDL 10,0 BCL,L 00 BCDL 10,0 CS, TC 0_52 BC 0,27 WB 027 (MatriX) DEFL Vert(LL) Vert(TL) Horz(TL) " 000 000 0,01 (Ioc) 6.' 6.' 8 Ildell ci< cl, c/, Lid 120 120 cl, PLATES MT20 MT20H MI120 Weight 1361b GRIP 169/123 148/108 169/123 LUMBER TOP CHORD 2X4SPF 1650F 1.5E BOT CHORD 2X4SPF1650F1,5E WEBS 2 X 4 WW Stud "Except" W1 2X4 SPF 1650F 1.5E, W3 2X 4 SPF 1650F 1 5E, W9 2 X 4 SPF 1650F 1 5E OTHERS 2 X 4 WW Stud BRACING TOP CHORD BOT CHORD WEBS structural wood she:athing directly applied or 6-0-0 oc purl ins, except end verticals Rigid ceiling directly applied or 10-0-0 oc bracing 1 Rowatmidpt 4-13 REACTIONS (Ib/slze) 16=469/24-5-0,15=647/24-5.0, 13=548/24-5-0, 10=419/24,5-0,8=440/24-5-0,14=17124-5-0, 12=28/24-5-0, 11=29/24-5.0, 9=51/24-5-0 Max Horz 16=209(LC 4) Max Uplrtt16=-129(LC 3), 15=-67(LC 5), 13=-50(LC 6), 10=-13(LC 5), 8=-9S(LC 5) Max Grav 16=459(lC 1), 15=657(LC 7), 13=548(LC 1), 10=423(LC 8), 8=440(LC 1), 14=36(LC 2), 12=56(LC 2), 11=60(LC 2), 9=141(LC 2) FORCES (Ib)- TOP CHORD I BOT CHORD , WEBS I NOTES 1) Unbalanced roof live loads have been considered for this design 2) Wind: ASCE 7-98; 90mph; h=25fl; TCDL=6_0psf; BCDL=6 Opsf; Category II; Exp B, enclosed; MWFRS gable end zone, cantilever left and fight exposed, end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1 33 3) Truss deSigned for wind loads in the planeofthe truss only For studs exposed to Wind (normal to the face), see MiTek "Standard Gable End Detail" 4) This truss has been designed for a 100 psf bottom chord live load nonconcurrent with any other live loads 5) All plates are MT20 plates unless otherwise indicated 6) All plates are 15x4 MT20 unless otherwise indicated 7) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection 8) Gable requires continuous botlomchord bearing 9) Gable studs spaced at 2-0-0 oc 10) H10 Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to uplift at jt(s) 16, 15, 13, 10, and 8 11) This truss IS designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.1 02 and referenced standard ANSlfTPI1 Maximum Compression/Maximum Tension 1-2=0/19,2-3=-218/83,3-4=-250/104, 4-5=-179/98, 5-6=-261/63, 6-7=0163, 6-8=-421/94, 2-16=-4001170 15-16=-126/370,14.15=.98/148, 13-14=,98/148, 12-13=-13/126,11-12=-131126, 10-11=-13/126, 9-10=-13/79, 8-9=-13/79 3.15=-5171135, 3-13=-95/61, 4-13=-378/34, 5-13=-122/132, 5-10=-363/33, 6.10=.22/90, 2-15=-199128 LOAD CASEIS} standard Job Truss I Truss Type i .7-834274 GE02 J~~ I tHigh Plateau Truss, 'co ,Golden, CO 80403 -1-4-0 4.1.0 1-4-0 4-1-0 joty Ply 183 CONSULTANTS - 4274 GARLAND 5T IJObReferenCe(OptionalJ 6500 s Feb 52007 MITek Industries, Ine Mon Mar 19 11:35:232007 Page 1 8.2.0 4-1-0 9-6-0 1-4-0 ',6= 5".,.",14 ,,_,411 1 ~'. II 1501li 3,5-;- o,Tl ~r .'.5 15,411 ~~ ~~ ,,~~- / -=-~ "",1 I I I I- F ! . --~~ ~ w ----- 1 ',,~ iI "6- 4-1-0 4-1-0 '-T'-=:::o .1 8-2-0 4-1-0 LOADING (psf) TelL 30.0 TCDL 10.0 BelL 00 BCDL 100 r SPACING 2-0-0 -PlateSjncrea~- 1.15 Lumber Increase 1.15 Rep Stress Incr NO Code IRC2003/TP12002 C5I Te 0.24 Be 0.15 WB 0.12 (Matrix) DEFL Vert(LL) Vert(TL) Horz(TL) In (Ioc) IIdefl 0.02 5 n/r 002 4-5 nlr 0,00 6 n/a Ud 120 \20 01" PLATES MT20 GRlj:l 169/123 Weight:41lb LUMBER TOP CHORD 2X4SPF1650F1.5E BOT CHORD 2 X 4 SPF 1650F 1.5E WEBS 2 X 4 WW Stud OTHERS 2 X 4 WW Stud BRACING TOP CHORD BOT CHORD Structural wood sheathing directly applied or 6-0.0 oc purims, except end verticals Rigid ceiling directly applied or 10-0-0 oc bracing REACTIONS (Ib/size) 8=343/8-2-0,6=343/8-2-0,7=337/8-2.0 Max HolZ 8=-107(LC 3) Max Uplifl8=-65(LC 5), 6=-65(LC 6) FORCES (Ib)- TOP CHORD I' BOT CHORD WEBS Maximum Compression/Maximum Tension 1-2=0/632-3=-114/51 3-4=-114/51 4.5=0/63 7-8=-941976-7=-10/13 ' , 3-7=-25010: 2.7=.25f76, 4-7=-25/76 2-8=-314/83,4.6=-314/83 NOTES 1) Unbalanced roof live loads have been considered for this design 2) Wmd: ASCE 7-98; 90mph; h=25ft; TCDL=6.0psf; BCDL=50psf; Category II; Exp B; enclosed, MWFRS gable end zone; cantilever left and fight exposed , end verticallefl and right exposed; Lumber DOL=1.33 plate grip DOL=133 3) Truss designee for wind loads in the plane of the truss only For studs exposed to Wind (normal to the face), see MiTek "Standard Gable End Detail" 4) ThiS truss has been designed for a 10,0 psf bottom chord live load nonconcurrent With any other live loads 5) ThiS truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection 6) Gable requires continuous bottom chord bearing 7) Gable studs spaced at 2-0-0 oc 8) H10 Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to uplift atjt(s) 8 and 6 9) This truss is designed in accordance with the 20031ntemational Residential Code sections R50211 1 and R802.102 and referenced standard ANSIITPI 1 LOAD eASElS) Standard L__._. 7-634274 JACK 63 CONSULTANTS - 4274 GARLAND ST~ Job ~- ,J01 1 High Plateau Truss, Inc , Golden, CO 80403 Truss Type Job Reference 0 tional 6.500 s Feb 52007 MiTek Industries, Inc"-MorIMar 19 1135.23 2007 Page 1 .1.4.0 1-4-0 1-9.14 1-9-14 --- \ -~--.-.t\ .'\ 'I Ii \ ,.' ,.'OIee",,) ,5i:.l:"1P1 --- ------ -- -.------- " ~- ---~ --------- l/ -~.---- --.-------.--- -----------------~-- -_._~ ~ ..------.- WI " ~-I '\,1: - I! , i\i III: ._____1 j , ::- -=::/-, " / "--, '-- /" --./ ---. --. ,., __1~.1"!.. 1-9-14 ------ .-----j 10 000 -0.00 -0.00 (Ioc) 5 5 3 I/defl >999 >999 0/' Ud 240 180 0/' '-r- ----------- , lOADING (psf) TCll 300 TCDL 10.0 Bell 00 BCDl 10.0 f----- LUMBER : TOP CHORD 2 X 4 SPF 1650F 1.5E BOT CHORD 2 X 4 SPF 1650F 1 5E WEBS 2 X 4 WW Stud I-- ---- SPACING 2-0 0 Plates Increase 115 Lumber Increase 115 Rep Stress lncr YES Code IRC20031TP12002 CS! TC 016 BC 003 WB 000 (Matrix) -r DEFL Vert(lL) Vert(TL) Horz(TL) PLATES MT20 GRIP 169/123 Welght:6lb BRACING TOP CHORD BOT CHORD structural wood sheathing directly applied or 1-9-14 oc purlins, verticals Rigid ceiling directly applied or 10-0-0 oc bracing excoptend REACTIONS (Ib/size) 5=254/0-5-8, 4=71Mechanical, 3=24lMechanical Max Horz 5=31 (LC 5) Max Uplift5=-66(LC 3), 3=-7(LC4} Max Grav 5=254(lC 1), 4=29(LC 2), 3=24(LC 1) FORCES (Ib)- TOP CHORD BOT CHORD Maximum Compression/Maximum Tension 2_5=_228175,1_2=0/19,2_3=_18/2 4-5=010 NOTES 1) Wind ASCE 7-98; 90mph; h=25ft; TCDL=6 Opsf; BCDL=6,Opsf; Category II; Exp B; enclosed, MWFRS gable end zone; cantilever left and right exposed, end vertical left and right exposed; Lumber DOLoo133 plate grip DOL=1.33 2) This truss has been designed for a 10,0 psf bottom chord live load nonconcurrent with any other live loads 3) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection 4) Refer to girder(s) for truss to truss connections I 5) ProVide mechanical connection (by others) of truss to bearing plate capable of withstanding 7 Ib uplift at Joint 3 6) H10 Simpson strong-Tie connectors recommended to connect truss to bearing walls due to uplift at jt{s) 5 7} Thio;; truss is designed in accordance with the 2003 International Residenllal Code sections R502, 11 1 and R802 10 2 and referenced standard ANSIITPI 1 LOAD CASE(S) Standard SPACING 2-0-0 Plates Increase 1.15 Lumberlncrease 1.15 Rep Stress Incr YES Code IRC2003fTP12002 J 3-9-1~ -.------ DEFL. 10 (Ioc) I/defl Ud J Vert[LL) -001 4.5 >899 240 Vert(Tl) -002 4.5 >999 \80 Horz(TL) 001 3 01, 0" PLATES MT20 GRI'" 1691123 J ---1 -~~~~ING (PSf)--J. TeLL 30.0 TCDL 10,0 BCll 00 BCDl 10.0 --....-.-- L.UMBER TOP CHORD 2 X 4 SPF 1650F 1_5E BOT CHORD 2 X 4 SPF 1650F 1 5E WEBS 2 X 4 WW Stud -r.m cs! TC 016 BC 010 WB 0_00 .____~_a~riX) Weight 111b BRACING TOP CHORD BOT CHORD Structural wood sheathing directly applied or 3-9-14 oc purlins. except end verticals Rigid ceiling directly applied or 10-0-0 oc bracing REACTIONS (Ib/size) 5=324/0-5-8, ::loo120/Mechanical, 4=37/Mechanical Max Horz 5oo41(LC 5) Max Uplift5=,62(LC 3), 3=-28(LC 5) Max Grav 5=324(LC 1), 3oo120(LC 1). 4oo68(LC 2) FORCES (Ib)- TOP CHORD BOT CHORD Maximum Compression/Maximum Tension 2-5=-289/88, 1-2=0/19, 2-3=-28/15 4-5=010 NOTES 1) Wind ASCE 7-98; 90mph; h=25ft; TCDl=6,Opsf; BCDL=6,Opsf; Category II; Exp B; enclosed: MWFRS gable end zone: cantilever left and right exposed, end vertlcallefl and right exposed: Lumber DOl=1.33 plate grip DOL=1.33 2) ThiS truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads . 3) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection 14) Refer to girder(s) for truss to truss connections 5) ProVide mechanical connection (by others) of truss to beanng plate capable of withstanding 281b uplift al jOlnt3 6) H1 0 Simpson strong-Tie connectors recommended to connect truss 10 bearing walls due 10 uplift al jt(s) 5 7\ T~;_ ....~~ ;~ "'~~;~nD"l ," "'......",,,l,,,,..... ",;th th" ?nn"l I"t"rn<llinn<ll R"<;id,,nt'<ll Cnde sections R50211 1 and R802.10.2 and referenced standard ANSIITPI Job .-------r~ 7-B34274____~ High Plateau rruss~ Inc , Golden, CO 80403 T.'."'..T'.." JACK _ 83 CONSULTANTS 47.74 GARLAND ST Ui Job Reference 0 tional 6.500 s Feb 52007 MiTek Induslries, Inc Man Mar191135232007 Page' ,00113" n_n , --11 n,ur~Y /- l! _--------n _n I---'-~ -1-4-0 1-4-0 3-9-14 3-9-14 --------- ~-n ~- ----------- ~~. ~-------- ~------------ n~ 15x411 ------- u"'----- 1[ ~n ~-- ~-----------~- " ~. ------------ -- ~ e, lo-':D:N~(:~I- SPA~ING -----===;-0-0 TelL 300 Plates Increase 1 15 TCDL 10 0 Lumber Increase 1,15 BelL 0 0 Rep Stress Incr YES BCDl 10 0 Code IRC2003ITPI2002 I -- LUMBER TOP CHORD 2 X 4 SPF 1650F 1.5E BOT CHORD 2 X 4 SPF 1650F 1 5E WEBS 2 X 4 WW Stud ",.11 _~9-14 _____ 3-9-14 T- I CSI TC 016 Be 010 WB 000 (Matrix) J DEFL Vert(LL) Vert(TL) Horz(TL) -0,01 .002 0,01 In (Ioc) 4.5 4.5 3 Ildefl >999 >999 0/' Ud 240 \80 0/' PLATES MT20 GRIP 169/123 Weight 111b BRACING TOP CHORD BOT CHORD Structural wood sheathing directly applied or 3-9-14 OC purlins, except end verticals Rigid cellmg directly applied or 10-0-0oc bracing I REAC110NS (Ib/size) 5=324/0-5-8, :J=120/Mechamcal, 4"'37/Mechanical Max Horz5=41(LC 5) Max Uplift5=-62(LC 3), 3=-28(LC 5) Max Grav 5=324(LC 1), 3=120(LC 1), 4=68(LC 2) FORCES (Ib) TOP CHORD BOT CHORD _ Maximum Compression/Maximum Tension 2-5=-289/88,1-2=0/19,2-3=-28115 4-5"'0/0 NOTES 1) Wind ASCE 7-98; OOmph; h=25ft; TCDL=6,Opsf; BCDL=6 Opsf; Category II; Exp B; enclosed; MWFRS gable end zorJe; cantilever left and nght exposed, €'nd vertical left and right exposed: Lumber DOL=1.33 pJate grip DOL=1,33 2) This truss has been designed for a 100 psI bottom chord live load nonconcurrent with any other live loads 3) This truss requires plate inspection per the Tooth Count Method when this truss IS chosen for quality assurance Inspection 4) Refer to girder(s) for truss to Iruss connections 5) Provide mechanical connection (by others) 01 truss to bearing plate capable of withstanding 281b uplift at Jomt 3 6) H10 Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to uplift at jt(s) 5 7) ThiS truss is designed in accordance with the 2003 International Residential Code sections R50211 1 and R80210.2 and referenced standard ANSlfTPI 1 LOAD eASElS) Standard l J [TrUSS-Type ,JACK 83 CONSULTANTS - 4274 GARLAND 5T Job f" J03 Ine, Golden, CO 80403 , 6.500 J~b :~!;goo1'1'W~~?im-u5frTes;lii-c--Mon Mar"S 11:35:232007 Page 1 7-B34274 High Plateau Truss, 1--. -1-4-0 1-4-0 5-9-14 5-9-14 3',",11:,," - \ 11 ~ --- ------- _/~] Ji ! ,m,r-'-! ",,411 -------- --- " --- ~------- ~..~~ -~ f' I i ~~~~~---- -----~ w, '.C::::- ...:-./..J.. ------ .x. /'/ -"" -', - ~/ -><~ / -....... --------F~+j ~---~ ~, ".1' M" j. 5-9-14 _~~~14 .1 SPACING 2-0-0 Plates Increase 115 Lumberlnerease 115 Rep Stress Iner YES Code IRC2003fTP12002 CS! TC 0,83 BC 0.15 WB 000 (Matrix) j L.OADING (psf) TCll 300 TCOl 100 Bell 0.0 BCDl 10.0 DEFL. Vert(LL) Vert(Tl) Horz(TL) In (Ioe) -002 6-7 -0.04 6-7 0,00 6 I/defl >909 ,.999 0/' Ud 240 \80 0" J Weight 17lb PLATES MT20 GRIP 169/123 L.UMBER TOP CHORD 2 X 4 SPF 16S0F 1,SE BOT CHORD 2 X 4 SPF 16S0F 1 5E WEBS 2X4WWStud BRACING TOP CHORD BOT CHORD Strueturalwood sheathing directly applied or 5-9-14 oc purl ins, except end verticals Rigid ceiling directly applied or 10-0-0 oc braCing REACTIONS (Ib/size) 7"'405{0-5-8,6=26SIMechanical Max Horz 7=53(LC 4) Max Uplift7=-68(LC 3), 6=-17(LC S) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 2-7=-3611102, 1-2'=0/19, 2-3=-178/14, 3.4=.1/0, 3-6=-19S/S0 BOT CHORD 6-7=.10/140, 5-6=010 NOTES 1) Wind ASCE 7-98; OOmph; h=25ft; TCDl=6.0psf; BCDL;;:60psf; Category II; Exp B; enclosed, MWFRS gable end zone; cantilever left and right exposed, end vertical left and right exposed, Lumber DOL=1.33 plate grip DOL=1.33. 2) This truss has been designed for a 10.0 psI bottom chord live load nonconcurrent with any other live loads 3) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection 4) Refer to girder(s) for truss to truss connections 5} Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 17 Ib uplift at joinl6 6) HiD Simpson Strong-Tie connectors reeommended to connect truss to bearing walls due to uplift atjt(s) 7 7) This truss is designed in accordance wfth the 20D31nternational Residential Code sections R5D2.11 1 and R80210 2 and referenced standard ANSlfTPI 1 LOAD CASE(S) Standard PORCH TRUSS 83 CONSULTANTS - 4274 GARLAND ST ;':34274-I High Plateau Truss;-fnc" Golden, CO -80403 Truss Type Job Relerence 0 tional 6,500 s Feb 52007 MITek Industries,lnc -Man Mar 19 11:3524--2007 page-j -1-4~D 1-4-0 -+----.-- 6-11-3 6-11-3 7-9-14 0-10-11 lC"11 """165 ) -~ _/ //~ " ~ ~,;- / /"8 --~-- / \ \ \ \ \ \ ., ",'>'"m 200m ------ _/ ~/ -~- w~ // , . .,611 ~/ l: , ~/ ~ //' W' ,,// // //\ /(.:,- / ->< ;y~ !;W J,~, = Mil f---- 3-10-15 3-10-15 j. 7-9-14 --,-,--,--- 3-10-15 _?lateO~~~lXL'!1. 12:0-3-00-1-12L ____ ~O~~I~G (PsG S~ACI~;;----;-O-O ---..-'1 TCll 30,0 Plates Increase 1,15 TCDL 10,0 Lumber Increase 115 BCll 00 Rep Stress Incr YES BCDl 10,0 Code IRC2003lTPI2002 - -. LUMBER TOPCHORD 2 X 4 SPF 1650F 1,SE BOT CHORD 2 X 4 SPF 1650F 1,SE WEBS 2 X 4 'MN stud *Except' W4 2X4 SPF 16S0F 1,5E - - ---,- ---T"'--"-'-::_=_:_::::::_=---=-,---:=='=-~----=------ cs! Te 0,47 BC 023 WB 0,21 (Matrix) OEFL Vert(LL) Vert(TL) Horz(TL) In (Ioc) -002 7-8 -0_04 7-8 0_00 7 I/defl >999 >999 'I' Lid 240 180 ,I, I"LATES MT20 GRIP 169/123 Wei9ht281b BRACING TOP CHORD BOT CHORD StrLJctural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals Rigid ceiling directly applied or 1O-0-0oc bracing REACTIONS (Ib/size) 7=370/Mechanical,9=500/0-5-8 Max Horz9'=83(LC 4) Max Uplift7'=-31(lC 5), 9'=-111(LC 3) FORCES (Ib) - Maximum CompressionlMaximum Tension TOP CHORD 1_2=0/19,2_3'=_407133,3_4=_319/137, 4-5'=-4/0, 4-7'=-173/369, 2-9=-457/144 BOT CHORD 8-9'=0/358,7-8=-40/242,6-7'=010 WEBS 3-8=0/221,3-7'=-731/222 NOTES 1) Wind- ASCE 7.98; 90mph; h'=25ft; TCDl=60psf; BCDL=60psf; Category II; Exp B; enclosed; MWFRS gable end zone; canlllever left and right exposed, end vertical left and right exposed; Lumber DOL=1.33 plate grip DOl=1.33 2) This truss has been designed for a 10,0 psI bottom chord live load nonconcurrent with any other live loads r 3) This truss requires plate mspection perthe Tooth Count Method when this truss is chosen for quality assurance Inspection 4) Refer to girder(s) for truss to truss connections 5) Provide meU'ianical connection (by others) of truss to bearing plate capable of wrthstandmg 31 Ib uplift at jomt 7 6) H1 0 Simpson Strong-Tie connectors recommended to connecltruss to bearing walls due to uplift at jt(s) 9 7) This truss is designed in accordance with the 2003 International Residential Code sections RS02 11 1 and R802.1 0 2 and referenced standard ANSIITPI , LOAD eASElS) Standard L_ 1..__ J Job 7-B34274 Truss Truss Type J05 PORCH TRUSS High Plateau Truss, Inc , Golden, CO 80403 f----'!,.4.0 1-4-0 6-11-3 6-11-3 B3 CONSULTANTS 4274 GARLAND st---- =rIP" 2 , __ Job Reference lianal 6500sFeb 52007 MiTek Industries, :lfl -ru el -+ DEFl m (Ioc) Ildell Lid Vert(Ll) -004 8.9 >999 240 VertrrL) -0.11 8.9 >999 180 Horz(TL) 001 7 ", ", LOADING (psf) TeLL 30.0 TCDL 10.0 BelL 00 BCDL 10.0 I J 2001f1 ~,--------------- ~- '),"'11 1--. -~~-- 6-11-3 '[' ..- .. 'ToO SPACING 2-0-0 CSI I Plates Increase 1.15 TC 0_58 Lumber Increase 115 Be 0.31 Rep Stress Incr YES , we 0.26 _.COd' ,RC2003ITP,200'.....__I_"",,"'l__1_ LUMBER TOP CHORD 2 X 4 SPF 1650F '.5E BOT CHORD 2 X 4 SPF 1650F 1 5E WEBS 2 X 4 WW Stud 'Except' W4 2 X4 SPF-S 2100F '.8E REACTIONS (Ibls~e) 9"'598/0-5-8, 7=4721Mechanical Max Horz 9"'153(LC 4) Max Uplift9=-129{LC 3), 7=:-52(LC 5) FORCES (lb) TOP CHORD BOT CHORD . WEBS _ Maximum Compression/Maxilllum Tension 2_9=_512/169,1_2=0/19,2_3=_632/108,3_4=_131/94, 8_9=_21/577,7_8=_17/584,6_7=010 3_8=0/222,3_7=_712/69 4_5=_4/0,4_7=_94/49 BRACiNG TOP CHORD BOT CHORD +. S";MT;>()rloC ,"".:1 9-9-14 2-10-11 - Inc Man Mar 19-1135:242007 Page 1 ,""'iI s,~. ~ 1 26 0 14011 j --~ 9~~:J.~__ 2-10~11 r I L PLATES MT20 MT2DH Weight 361b NOTES 1) Wind ASCE 7-98; 90mph; h=25ft; TCDL=60psf, BCDL=60psf: Category II; Exp B; enclosed; MWFRS gable end zone; cantilever left and right exposed, end verticallefl and right exposed; Lumber DOL=1 33 plate grip DOL=133 2) This truss has been designed for a 100 psf bottom chord live load nonconcurrent with any other live loads 3) All plates are MT20 plates unless otherwise indicated 4) This truss requires plate inspection per the Tooth Count Method when this truss IS chosen for quality assurance mspectlon 5) Refer to girder(s) lor truss to truss connections 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 52 Ib uplift atjoinl7 7) H1D Simpson Strong-Tie connectors recommended to connect truss to beanng walls due to uplift atjl(s) 9 8) This truss is designed in accordance with the 2003 International Residential Code sections R502 11 1 and R802.10 2 and referenced standard ANSlrfPI 1 LOAD eASElS) Standard ..~ 1 WlI 1 3~ j GRIP 169/123 127/93 Structural wood sheathing directlyapl'lied or6-0-0ocpurlins, except end verticals Rigid ceiling directly applied or lO-D-Ooc bracmg (lb-' fuss Type I PORCH TRUSS '--=r= JObReference(optlon~___ 6.500s Feb 52007 MiTek Industries, Inc Mon Mar191135252007 Page 1 ~'" 7-63-4274_ J06 High Plateau Truss, Inc_, Golden, CO 80403 63 CONSULTANTS - 4274 GARLAND ST -1-4.0 1-4-0 6-11.3_ 6-11.3 11.~.14 4-10-11 S,.,,;eo'3Ed '" 1 , '1 /.. ,.ool,j .,r, i ,wi r~ I 5,]4MTCOHo> 'lC1]' / J / - /::- ':-..-t1f?\-- 1rf~=/ ." IL ~~W! '~~~: -ic- ),<, -~ 1 ~,4 II "0_ ,. 6-11-3 ------- 6.11.3 11-9-14 4-10-11 -4 r~~~D::~::n [r202-50_2::ACING ~- 2-0-0 - C~-- -~- In ~g~i ~gg ~~~eb:~~~~~:::e ~.i; 1 ~~ ;;- [ ~:~~t:::: BCll 00 Rep Stress Incr YES WB 062 Hor<:(TL) 0.02 ~l 100 _ Code IRC2003IT~2002 _ _(Matnx~ _____ LUMBER BRACING TOPCHORD 2 X4 SPF 1650F 1_5E TOP CHORD BOT CHORD 2 X4 SPF 1650F 1.5E BOT CHORD WEBS 2 X 4 WW Stud 'Except' WEBS W4 2 X6SPF 2100F 1.8E, W1 2 X 4 SPF 1650F 1.5E -~ (Ioc) I/defl lid _J 8 >999 240 8.' >958 180 7 ,'. ,I. PLATES MT20 MT20H GRIP 1691123 127193 Weight 471b Structural wood sheathmg directly applied or 2-2-0 oc purimS, except end verticals Rigid ceiling directly applied or 10-0-0 oc bracing 1 Row at midpt 4-7 REACTIONS (lb/sile) 9=70010-5-8,7=569/Mechanlcal Max Hor<:9=224(LC 4) Max Uplift9=-146(lC 3), 7=-75(LC 5) FORCES (Ib) TOP CHORD BOT CHORD WE'BS - MaXimum Compression/Maximum Tension 2-9=-586/187 1-2=0121 2-3=-936/137 3-4=-180/126 4-5=-4/0 4-7=-155/97 8.9=.371874, 7-8=-321878, 6-7=0/0 . " 3-8=0/205,3-7=-922/89 , NOTES 1) Wind ASCE 7-98; 90mph; h=25ft; TCDL"'6 Opsf; BCDl=60psf; Category II; Exp B; enclosed; MWFRS gable end lone, cantilever left and right exposed, end vertical left and right exposed; lumber DOL=1 ,33 plate grip DOL=:1 ,33 2) This truss has been designed for a 10_0 psf bottom chord lille load nonconcurrent With any other live loads 3) All plates are MT20 plates unless otherwise indicated I 4) This tflJSS requires plate inspection per the Tooth Count Method when thiS truss is chosen for quality assurance inspection . 5) Refer to girder(s) for truss to truss connections 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 751b uplift atjomt 7 7) H10 Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to uplift at Jt(s) 9 8) ThiS truss is designed in accordance with the 2003 International Residential Code sections R50211 1 and R802.102 and referenced standard ANSIITPI 1 LOAD CASE(S) Standard I L GOb Truss 63 CONSULTANTS 4274 GARLAND ST 7-634274 TO\ 1. T""Typ' SPECIAL ._ Job Reference (optional) 6500 s Feb 52007 MiTek Industries, Inc Mon Mar 19 f13525 2007 Page 1 High Plateau Truss, Inc, Golden, CO 80403 1.1-4-0 I 1-4-0 3~~ 3-7-6 6.11.3 3~3-14 12-8-12 5-9-9 p.9.,,! 1-1-2 5,o'e.'4,4 8,$ ".12OH" 'ODl.!l , ~~r':; I " liT! I , ",," >';/1\\' u" ( r\l, I ";;' II \~!. 11' [?T~;:::-J) '"s/=lli ~ " ~,f. ,= h~ ." M= 3" 1-. _J~~)~_ 6-11-3 .-----j-. 9-10-0 2-10-12 + 13-9-14 3-11-14 -- Plate~ts (~~g~0-3-81_ LOADING (pst) [SPACING 2-0.0 TCll 300 Plates Increase 115 TCDl 100 Lumber Increase 1.15 BCLL 00 Rep Stress Incr YES BCDL ~__ _Code IRC2003ITP12002 LUMBER TOP CHORD BOT CHORD WEBS l CS! ] TC 080 _ ~~tJ:__ DEFL Vert(Ll) Vert(Tl) Horz(Tl) In (Ioc) -005 10 -0.1510-11 002 8 I/defi >999 ,.999 ,', Ud 240 180 ", I i __J PLATES MT20 MT20H GRIP 169/123 127/93 Weight 781b 2X4SPF1650F1,5E 2 X 4 SPF 1650F 15E 2 X 4 WW Stud 'Except" Wi 2X 4 SPF 1650F 1,5E, W32X4 SPF 1650F 1 5E, W2 2 X 4 SPF 1650F 1 5E BRACING TOP CHORD BOT CHORD WEBS structural wood sheathing directly applied or 5-9-6 oc purlins Rigid ceiling directly applied or 10-0-0 oc bracing 1 Rowatmidpt 6-8,5-8 except end verticals REACTIONS (Ib/size) 8=684/Mechanlcal,11=797/0-5-8 Max Horz 11=3Q0(LC 4) Max Uplift8=-72(LC 5), 11=-139(lC 3) FORCES (Ib) TOP CHORD BOT CHORD WEBS _ MaXimum Compression/Malllmum Tension 1-2=0/19, 2-3=-289/0, 3-4=-1354/107, 4.5=-662/149, 5-6=-1861202, 6-7=0/13, 2-11 =-328/84, 6-8=.252/241 10_11=_85/1195,9_10=_75/1332,8_9=_86/111 3.10=_4/146,4_10=0/171, 4-9::-1199/120, 5-9=-68/727, 3.11::.10501259, 5-8:.7951306 NOTES 1) Unbalanced roof live loads have been considered for this design 2) Wind: ASCE 7-98; 90mph; h=25ft; TCDL~60psf; BCDL=6,Opsf; Category II; Exp B, enclosed; MWFRS gable end zone; cantilever left and right exposed, end vertical left and r~ht exposed; lumber DOL=1.33 plate grip DOL=1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads 4) All plates are MT20 plates unless otherwise indicated 5) This truss requires plate inspection per the Tooth Count Method when thiS truss is chosen for quality assurance Inspecllon 6) Refer to girder(s) for truss to truss connections 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 72 Ib uplift at joint 8 8) H10 Simpson strong-Tie connectors recommended to connect truss to bearing walls due to uplift atjt(s) 11 9) This truss is designed 11'1 accordance with the 2003 International Residential Code sections R50211.1 and R8021 02 and referenced standard ANSIITPI , LOAD CASE\Sl standard L FOb 7-634274 High Plateau Truss, IT"" T02 Inc_, Golden, CO ft'russType ! SPECIAL B3 CONSULTANTS 4274 GARLAND ST Sd403 JOb Reference olional 6500 s Feb 52007 MiTek Industries, Inc Men Mar 19 113526 200rPage 1 1-1-4-01 1-4-0 3-7-6 3-7-6 _~._+_~6-1'L~u. 3-3-14 12-8-12 5-9-9 15-9-14 3-1-2 ",8MT!<l'H~ 5",,,, ~ l.c." ?O'lri' <l:;'... i'// /5 "h", ).4,1 - " / /.../ \ \ wl/ '\\'. /. \V' I / / \ \' / Ii \\ ~ 'tf{ ,// \ill jJ~r~-'~' . \ I ___n______ ",'l.!;c 1400lIT / // . . '/ 'o,"'MT1!lHO"_ J }." 1~c}i=i__~~~:~~:~~ ~ _,,;," ",.1-= .M_"" \'C=- f--------- ____~_:11-~ 6-11-3 9-jQ:.0_ _ -+ 2-10-12 15-9-14 5-11-14 Pla~e OffsetS- pc Y) fS:EdQeO-3-81 _. .,__ .._ SPACING 20000J Plates Increase 1.15 Lumber Increase 1.15 Rep Stress Iner YES Code IRC2003ITP12002 ---------- LOADING (psf) TelL 300 TCDL 10,0 BCll 00 BCDl 10,0 es, DEFL m (Ice) Ifdefl Ud Te 0,8S Vert(ll) .007 \0 ,..999 240 Be 0,39 Vert(Tl) .01710.11 >999 180 WB 0,S6 Horz(Tl) 0,03 8 0" 0" (Matrix) PLATES MT20 MT20H GRIP 1691123 127/93 Weight811b LUMBER TOP CHORD 2 X4 SPF 15S0F 1,SE BOT CHORD 2X4SPF16S0F1,SE WEBS 2 X 4 WW Stud "Except" W1 2 X 4 SPF 16S0F 1 SE, W2 2 X4 SPF 16S0F 1,SE BRACING TOP CHORD Structuralwoodsheathmgdlrectlyapplleelor5-1-t30cpurlins, except end verticals Rigid ceiling directly applied or 10-0-0 oc bracmg 1 Row at midpt 6.8. 5-8 BOT CHORD WEBS REACTIONS (Ibfsize) 8=770fMechanical,11=894/0.5.8 Max Horz 11=286(LC 4) Max Uplift8=-47(LC 5), 11 =-117(LC 3) FORCES (Ib)- TOP CHORD BOT CHORD WEBS Maximum Compresslon/Maximum Tension 1.2=0/1 g, 2-3=.311/0, 3-4=-1712f39, 4.5=.95W9, 5-6=-1 06f129, 2-11 =-339/85, 6-8=-11 Of107 10-11=-104/1432, 9-10=-11211681, 8-9=-851223, 7.8=0/0 3.10=-15/263, 4-10=-14f114, 4-9=-1388f152, 5-9=.S4f885, 3-11=-1273/210, 5-8=-694/129 NOTES 1) Unbalanced roof live loads have been considered lor this design 2) Wind ASCE 7-98; 90mph; h=25ft; TCDl=6 Opsf; BCDL=60psf, Category II; Exp B; enclosed; MWFRS gable end zone; cantilever left and right exposed, end vertical left and right exposed; Lumber DOL=1,33 plate grip DOl=1 ,33 3) This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads 4) All plates are MT20 plates unless othel'Nise indicated 5) This truss requires plate inspection per thCl Tooth Count Method when this truss is chosen for quality assurance inspection 5) Refer to girder(s) for truss to truss connections 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 47 Ib uplift at joint 8 8) H10 Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to uplift atjt(s) 11 0) This truss is designed in accordance with the 2003 International Residential Code sections R50211 1 and R802,1 02 and referenced standard ANSlrTPI 1 LOAD CASE(S) Standard l 7-634274 T03 SPECIAL =0' ! 63 CONSULTANTS. 4274 GARLAND ST Job Truss Truss Type High Plateau TrU$$, Int, Golden, CO 80403 Job ReferenCe (optional) 6500 s Feb 52007 MITek Industries, Inc. Mon Mar 19 1135'262007 Page 1 ,-1.4-0 , 1-4-0 3.L6 3-7-6 _+___ _ 6-11-3 3-3-14 t- 12-8-12 5-9-9 -.,--+--. 1!-9-14 ----I 5-1-2 S'&MT10H';:- 'HI.~ 1~5.1 ,>14MD1H~ ;/ // ll~::: /./ 'I 1\ ,/ / " \ . . II \\. // \ \' .",//";/1.:-1,.11 / ! \. ~~, . .' /;11 \1.\ II ~ I /; \\ // :>11 I! 1/ '\\;' ~ I II \ II I ;rfj /. - I\J/ ____ loQL!;;: '~"-- 1_0DIi2 i /, I 11' ~C~ ~.';~:;Jr' )(,<111' I / / /// 1'13 - " 4>;\5 ~ .M= <,,- 1 I I Pla~e Offse-tS (X Y1 LOADING (psf) TCLL 30.0 TCDL 100 BClL 00 BCDl 10,0 f-- 6-11-3 6-11-3 ~-_1llj)_.__ t- 2-10-12 _1~Z:~ 5-9-9 t- ]7-!'t-14 2-2-6 E.&l:9.~.&~jl1.!~ 1 :?-3-0,0-3-of-- SPACING 2-0-0 Plates Increase 1.15 Lumber Increase 1.15 RepStress Incr YES Code IRC20031TP12002 -r CS! DEFL m (Ice) I/defl Ud PLATES GRIP TC 087 J V,rt(LL) -0.10 \1 ,.999 240 MT20 169/123 Be 0.47 Vert(Tl) -0.2111-12 >980 \80 MT20H 127/93 WB OeB Horz(TL) 0.04 8 c/, c" (Matrix) Weight:91lb ___L_ LUMBER TOP CHORD 2 X 4 SPF 1650F 1 5E BOT CHORD 2 X 4 SPF 1650F 1 5E WEBS 2 X 4 WW stud 'Except' W1 2 X4 SPF 1650F 1.5E, W2 2 X4SPF 1650F 1 5E BRACING TOP CHORD Structural wood sheathing directly applied or 4.8-11 oc purims, except end verticals Rigid ceilmg directly applied or 10-0.0 oc bracing 1 Rowatmidpt 5-9,6-8 BOT CHORD WEBS REACTIONS (Ib/size) 8=871/Mechamcal,12=994/O-5-8 Max Horz 12=271(LC 4) Max Uplift8=-.29(lC 5), 12=.100(lC 3) FORCES (Ib) TOP CHORD BOT CHORD WEBS - Maximum Compression/Maximum Tension 1-2=0/19,2-3=-327/0,3-4=-2075/63, 4.5=.1230/73, 5-6=-329/90, 2-12=-347/86, 6-8=-845/53 11-12=-116/1679,10-11=-134/2035, 9-10=-66/373, 8-9=-36/50, 7.8=010 3-11=-26/380,4-11=-57/92,4-10=-1586/172, 5-10=.49/1000, 5-9=-510188, 3-12=.1511/176, 6.9=-181590 NOTES 1) Unbalanced roof live loads have been considered for this design 2) Wind ASCE 7-9S; 90mph; h=25ft; TCDL=6 Opsf; BCDL=60psf; Category II, Exp B; enclosed, MWFRS gable end zone, cantilever left and fight exposed, end vertical left and right exposed; Lumber DOL=1 33 plate grip DOL=1.33 3) This truss has been designed for a 100 psf bottom chord live load nonconcurrent with any other live loads 4) All plates are MT20 plates unless otherwise indicated 5) This truss requires plate inspection per the Tooth Count Method when this truss IS chosen for quality assurance inspection 6) Refer to girder(s) for truss to truss connections 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 29 Ib uplift at Joint 8 8) H10 Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to uplift at Jt(s) 12 9) This truss is designed in accordan<::e with the 2003 International Residential Code sections R502 11 1 and R802,102 and referenced standard ANSIITPI 1 LOAD CASE{S) Standard Job ~y 63 CONSULTANTS - 4274 GARLAND ST 7-834274 ITruss jT04 _____L_ High Plateau Truss, Inc, Golden, CO 80403 ~P' SPECIAL Job Re1'erence o_tion~ 6.500 s Feb 52007 MiTek IndusWes, Inc. Men Mar 191135:20 2007 Page 1 1-1-4-0 I 1.4~O 3.7.6 3.7.6 6-11-3 3-3-14 12-8-12 5.9-9 19-9-14 7-1-2 ----I ;W,,,. S'"~= 1437 I , , l~C /.6':;<, J:~\ < / \\ WI/ I~, II \\ / \\ . . /. . . ."., ;".ccc c __-etc. w. ~/! / \\, ", . _~ _ __--:---- . "",",,0.. \ \ _'c:=-:=~'~c::::"'-.. . <, I \1, -i~.:-~~~::::",== .........> " ._-~ m ._-="'=-~ 75"l..!.{ ,. oofi~- // / . // 12 / // " / // /! '/ -, 'r:< .'0.0:: ~ ~ 5,~~ MT!OH '-' ~I ~ I r' ___~_il 'f1Qr:' -'1.;;= "'b .,t:.= ,.,.,-- M_ I 6-11-3 6-11-3 + .9-10-0 2-10-12 15-7-8 5-9-9 ~ ~-=~~J~_ --- _ I 4-2-6 --:E'ate_9ffsetsA'Qi:~~~~~~Ll6~9-:-,?::.o.,Q:_~1Jl},;Q:~~g9~~-gr------- LOADING (psf) TelL 30,0 TCDL 10,0 BelL 00 BCDL 100 SPACING 2-0-0 Plates Increase '.15 Lumber Increase 1.15 Rep Stress Incr YES Code IRC2003fTPI2002 CS! TC 0,89 BC 0.52 WB 077 (Matrix) r j DEFL Vert(LL) Vert(TL) Horz(TL) in (Ioc) -0,12 11 .0.2511-12 0.04 8 Ildell >999 >939 '/0 U;1! U [ "0 --- - PLATES MT20 MT20H GRIP 169/123 127/93 Weight 951b LUMBER BRACING TOP CHORD 2X 4 SPF 1650F 1.5E TOP CHORD BOT CHORD 2 X 4 SPF 1650F 1 5E WEBS 2 X 4 WW Stud *Except* BOT CHORD W1 2 X4 SPF 1650F 1,5E, W2 2 X 4 SPF 1650F 15E, W7 2 X4 SPF 1650F 15E WEBS structural wood sheathing directly applied or 4-4-13 oc purllns, except end verticals Rigid ceiling directly applied or 10-0-0 oc bracing 1 Row at midpt 5.9 REACTIONS (Ib/slze) 8"'971/Mechanical,12"'1093/0-5.8 Max Horz 12=:256(LC 4) Max Uplift8"'-13{LC 5), 12"'-86(LC 3) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/19, 2-3=-34210, 3-4=-2430/74, 4-5"'-1506/82, 5-6"'-636191, 2-12=-354/86, 6-8"'-918/37 BOT CHORD 11-12"'-122/1929,10-11"'-143/2382, 9-10=-391528, 8-9=-12175, 7-8"'010 WEBS 3.11 "'-281486, 4-11 "'-95172, 4.10=-17721176, 5-10=-5211106, 5-9"'-324174, 3-12=-1755/147, 6-9"'-51533 NOTES 1) Unbalanced roof live loads have been considered for this deSign 2) Wind: ASCE 7-98, 9Dmph; h"'25ft; TCDL=60psf; BCDL=60psf; Category II; Exp B; enclosed; MWFRS gable end zone; cantilever left and right exposed, end vertical left and right exposed; Lumber DOL"'133 plate grip OOL"'1 ,33 3) This truss has been designed for a 10.0 psI bottom chord live load nonconcurrent with any other live loads 4) All plates are MT20 plates unless otherwise indicated 5) This truss requires plate inspection per the Tooth Count Method when thiS truss is chosen for quality assurance inspection 6) Relertogirder(s) for truss to truss connecti0ns 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 13 Ib uplift atJoinl8 8) H10 Simpson Strong-Tie connectors recommended to conllecl truss to bearing walls due to uplift at Jt(s) 12 9) This truss is designed in accordance with the 2003 International Residential Code sections R50211 1 and R80210 2 and referenced standard ANSlfTPI 1 LOAD CASE(S) Standard Job Truss ~sType I SPECIAL 1 163 CONSULTANTS - 4274 GARLAND ST JJObReterencerOPllOnall 6_500sFeb 52007MffeKlndwstries,lnc MonMar'i!n1.35272007 Page 1 High PI"teau Truss, Inc, Golden, CO 80403 '=rr" .__~_ 2 i 7-634274 T05 1.1.4.0 1 1-4-0 3-7-6 3.7.6 6-11-3 3-3-14 1 -- 12-8-12 5-9-9 18-5-2 5.8.6 -I 21.9-14 3-4-12 ., 8.B"= ~(dl, 0 '..2 /~... ., wI/ \\'. II \\\\ 1/ >. ,,"MT20H=o // / i/ \ \ 'c /;11' \\ wi, I ,00 Ii' " \'\ I! , / . Ii , .,,, ~:'--=.:/ -1-1'1 '~, 1/ \\...../.' /-~<.. " JL ,'" I' ~L ~ ~ :::.:: . /./ ~ ""'-'. :__ _ _ ~ _" _ ~_~_____~::-..:~~i -==:.-:._ 'Su~ 140(lIU '" '. '" ,-,,' 1'. .. ">..1 /,,? 'I ,.411 \\ \VIb \ \ .~ I, ......~.. '..... '. '~ " \ \~c I "0= j," ~ &.11-3 6-11-3 ~~Iate ~tsrx~d9.e.O-3-81 [1203-003-01 LOADING (psf) SPACING 200 TelL 30 0 Plates Increase 1 15 1 TCDL 100 lumber Increase 115 BelL 00 Rep Stress Incr YES SeDL 100 Code IRC2003fTP~ __ _ I LUMBER TOP CHORD 2 X 4 SPF 1650F 1.5E BOT CHORD 2 X 4 SPF 1650F 1 SE WEBS 2 X 4 WW Stud 'Except' W1 2X4SPF 16S0F 15E, W22X4 SPF 1650F ISE f- ~-10-0 2-10-12 '0_--: .."~ ":~"~~~I Vert(LL) .01511-12 >999 240 I ~T20 169/123 . -.L ~~~~~):i; "'; >8~: '"~: _~:::: \03!b 127193 .. BRACING TOP CHORD Structural wood sheathing directly applied or 4-0.12 oc purl ins, except end verticals ! Rigid ceiling directly applied or 10-0-0 oc braCing 1 Row at mldpt 5-10 BOT CHORD WEBS r cs! TC 0.91 BC 0.57 we 0.96 (Matrix) REACTIONS (Ib/size) 9=1072/Mechanical,13=1193/0-5.8 MaxHorz13=241(LC4) Max Uplitt9=-1(LC 6), 13=-74(LC3) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/19,2-3=-363/0,3-4=-2810177, 4-5=-1792189, 5-6=.893195, 6-7=-77/68, 2-13=-367/86, 7-9=-103/40 BOT CHORD 12-13=-123/2169,11-12=-14512754, 10-11=-101670, 9-10=0/582, 8-9=010 WEBS 4-12"'-143/75,3-12"'-29/629,4-11=-1999/177, 5-11=-58/1228, 5-10"'-881116, 6-10=-35/244, 3-13"'-1984/116, 6-9=-1063/0 NOTES 1) Unbalanced roof live loads have been considered for this design 2) Wind: ASCE 7-98; 90mph; h"'25fl; TCDL"'60psf; BCDL=6.Dpsf; Category II; Exp B; enclosed; MWFRS gable end lone; cantilever left al1d right exposed, el1d vertlcallefl and right exposed; Lumber DOL=1 33 plate grip DOL"'1 33 3) This truss has been designed for a 10.0 psI bottom chord iive load nonconcurrent with any other live loads 4) All plates are MT20 plates unless otherwise indicated 5) This truss requires plate inspection per the Tooth Count Method when this truss IS chosen for quality assurance Inspection 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1 Ib uplift <'It jOint 9 8) Hl0 Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to uplift atjt(s) 13 9) This truss is designed in accordance with the 2003 International Residential Code sections R50211.1 and Re02. 1 02 and referenced standard ANSlfTPI 1 LOAD CASEIS) Standard JJob- Truss iTrussType 7-634274 T06 .__~ SPECIAL High Plateau Truss, 'co ,Golden,CO 80403 1-1-4.0 I 3-7-6 6-11-3 12-8-12 1-4-0 3.7.6 3-3-14 5-9-9 IQty : Ply , 83 CONSULTANTS -' 4274 GARLAND ST l~_ObReferenCe(OPbOnal) 6500 s Feb 52007 MiTek Industries, Inc MonMar-19 1135.282007 Page 1 18.5-2 5-8-6 23-9-14 5-4-12 _._~ SCd'O=1450 8.1,0 1~ "cfll IT' (t~~ //1,/1 \ - '''~''~ .,' \ " // / \\'<' I .' 1 \ I: ~ II /1 // // / ! ......(/ -ill-- "- 7<'<l!2 n / ->';--~ /#~" ,//'-.," --- ,," . . )oofll / /' // ~"'''MT20H", / / / , . . . . /' / . WI I '---._, ------..-", 3>:01 I . . J __ __ :"-_::_::;;;;~~-_-w,-_ -~*...) WI !,~-- i:: // _~_~lLun \\ " \ \ / \ I;' / \ / o' 1'\'!- J I, "6c 'M--' "0= II .<,,= II 1.- 6-11-3 6-11-3 ~-~.Q:.lL 2-10-12 __+-- __..1~:!-~ 5-9-9 ----+ ?~-~_~1!__ 8-2-6 u.. I . ;;~;::;; n [SEd" 03~;i7~:~::~~:~'~ ~~'r---=--C=~il---o 92- TCDl 10.0 Lumber Increa5e 115 BC 062 BClL 00 Rep Stress Incr YES I WB 097 BCDl 10,0 Code IRC2003JlP12002 (Matrix) DEFL Vert(Ll) Vert(Tl) Horz(TL) In (ioc) -01711-12 -035 12 007 9 I/defl ,.999 >814 c/, lid 240 \80 c', I .1_ PLATES MT20 MT20H GRIP 169/123 127/93 Weight 1081b LUMBER TOP CHORD 2 X 4 SPF 16S0F 1SE BOT CHORD 2 X 4 SPF 16S0F 1,SE WEBS 2 X 4 WW Stud *Except' Wi 2X4 SPF 16S0F 1.5E, W2 2X 4 SPF 1650F 1.5E BRACING TOP CHORD BOT CHORD WEBS Structural wood sheathing directly applied or 3.9-7 oc purims, except end vertIcals Rigid ceiling dIrectly applied or 10-0-0 oc braCIng 1 Rowatmidpt 6-9 REACTIONS (lb/size) 9=1172/Mechanical.13=12921O-5-8 Max Horz 13=225(lC 4) Max Uphfl9=.12(LC 6), 13=-74(LC 5) I I FORCES (Ib) , TOP CHORD BOT CHORD WEBS - MaXimum Compression/Maximum Tension 1-2=0/19,2-3=-391/0,3-4=-3182177. 4-5=-2074/100, 5.6=-1170/103, 6-7=-276/77, 2-13=-378/87. 7-9=-287/73 12-13=-120/2413,11-12=-14213119, 10-11=0/816, 9-10=0/951, 8-9=010 3-12=.29/759,4-11=-22121175,4-12=-188/78, 5-11=-64/1345, 5-10=-41/332, 6-10=.1971152, 3-13=-2218/90, 6-9=-1131/4 NOTES 1) Unbalanced roof hve loads have been considered for this design 2) Wind- ASCE 7.98; OOmph; h=25ft; TCDL=60psf; BCDL=60psf; Category II; Exp B; enclosed; MWFRS gable end zone; canhlever left and right exposed, end vertical left and right exposed; Lumber DOL=1.33 piale grip DOL=1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads 4) All plates are MT20 plates unless otherwise indicated 5) This truss requires plate inspection per the Tooth Count Method when this truss i5 chosen for quality assurance inspection 6) Refer to girder(s) for truss to truss connections 7) Provide meChanical connection (by others) of truss to bearing plate capable of WIthstanding 12 Ib uplift at jomt 9 8) H10 Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to uplift atJI(s) 13 g) This truss is designed in accordance with the 2003 International Residential Code sections R502 11.1 and R8021-D.2 and referenced standard ANSifTPI 1 LOAD CASE(S) Standard J T07 SPECIAL '-~CONSUlTANTS'4274GA,RLANDST __~J~RelerenCe(OPtlonal) ._ 6500 s Feb 52007 MiTek Industries, Inc Mon Mar 19 11::35:282007 Page 1 pcb 17-834274 Truss Truss Type High Plateau Truss, Inc., Golden, CO 80403 1-1-4.0 1 1-4-0 3.7.6 3-7-6 6-11.3 3-3-14 12-8-12 5-9-9 18-5-2 5-8-6 24-5-0 5-11~14 125-9-0 ~ 1-4-0 S,.'.1400 10'<1Ll.c ~-' "'f/f> .~<<~-- /.' '''~ /// ~,' / ' l/ \\ // wl/ \ // II \ ,," ''''w:~. 1/ \~, J :w. /- -:=l1pJ II \ ; :w:-1==~~;:;4~~*- \i'-~-- " '0 ,.00112 " "'':--. --.::: 4'0'" "5&11l ; . (<; 'j" ,~" '~>, '" // ; 0'1/ / j/ /// ''-,wo-, "- ""~ A~~;;]; " OJ' ","= j,;=- s.( In .. ~:11:L__ 6-11-3 ,,_--+-_-"'lOcQ -.-+---. 2-10.12 15-7~ 5-9-9 24-5-0 8-9-8 .---1 Plate Offsets X, 5E~g~~_ LOADING (psf) TeLL 30,0 TCDL 10,0 i BeLL 00 I BCDL 10,0 SPACING 2-0-0 Plates Increase 1.15 Lumber Increase 1 15 -..1 Rep Stress Incr YES ~~~RC2003fT~~~02__ _ CS! TC 093 BC 0.63 WB 0.92 (MatriX) DEE. Vert(LL) Vert(TL) Horz(TL) in (Ice) -0.1811-12 -036 12 0.07 9 I/defl >999 >804 ", Ud 240 'SO ", PLATES MT20 MT20H GRIP 169/123 127/93 Weight 1131b LUMBER TOP CHORD 2 X 4 SPF 1650F 1 5E BOT CHORD 2 X 4 SPF 1650F 1.5E WEBS 2 X 4 WW stud 'Except" W1 2 X 4 SPF 1650F 1.5E, W2 2X4 SPF 1650F 1 5E, W92X 4 SPF 1650F 1.5E W62 X 4 SPF 1650F 1.5E BRACING TOP CHORD SOT CHORD WEBS Structural wood sheathmg directly applied or 3-8-6 oc purlins, except end verticals Rigid ceiling directly applied or 10-0-0 oc bracing 1 Rowatmidpt 3.13 REACTIONS (Ib/size) 9'='13251O-5-8,13;;;13251O-5-8 Max Horz 13;;;209(LC 4) Max Uplift9;;;.65(LC 6), 13;;;-74(LC 5) FORCES (Ib)- TOP CHORD BOT CHORD WEBS Maximum Compression/Maximum Tension 1-2;;;0/19,2-3;;;-40010,3-4;;;.3303177, 4-5=-2165/103, 5-6=-1262/106, 6.7;;;-372/100, 7-8=0163, 2-13;;;-381/87, 7-9=-486/142 12_13'='_10812492,11_12,=,_130/3237,10_11;;;0/864,9_10'='0/1073 3-12;;;-29/802, 4.12;;;-201/79, 4-11 "'-2282/175, 5-11 ;;;.6611380, 5-10;;;-441408, 6-10;;;-269/158, 3-13;;;-2293/83, 6-9=-114112 NOTES 1) Unbalanced roof live loads have been considered for this design 2) Wind ASCE 7-98; gOmph; h'='25ft; TCDL;;;60psf; BCDL;;;60psf; Category II; Exp B; enclosed, MWFRS gable end zone, cantilever left and right exposed, end vertical left and right exposed; Lumber DOL;;;1 33 plate grip DOL=1.33 3) This truss has been designed for a 100 psf bottom chord live load nonconcurrent with any other live loads 4) All plates are MT20 plates unless otherwise indicated 5) This truss requires plate inspection per the Tooth Count Method when thiS truss is chosen for quality assurance inspechon 6} H1D Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to uplift atjt(s) 9 and 13 7) This truss is designed in accordanre with the 2003 International Residential Code sections R502 11 1 and R802.1 02 and referenced standard ANSIITPI 1 LOAD CAS6(S) Standard [ :Ply B3 CONSULTANTS 4274 GARLANCi"ST , po' _"CO' 7-B34274 _T08 HiQFi Plateau Truss Inc, Golden, CO 80403 ITrUSSType ,COMMON J Job Refe.rence 0 bonal 6.500sFeb 52007 MfTek Industries, Inc Men Mar 191135282007 Page 1 -1-4~O 1-4-0 4-'-0 4-1-0 8-2-0 4-'-0 9-6-0 '-4-0 ",,,",o.Zl. '<6= .// '" 7001;;> " ", 36-:< ,,// y; .,/ / >1/': // -~ ,/ /["' ......, '-,:-- '0'!...... :,1.1,. ~- ~--~ --........- ---- -~ ~- ~8:r -':: - - ,_ee ~ "0= // " ". / / / //:(J ;( / ,,//' r --- ~I 'T;,j ":2.------ c /' / --~-- /--/- 15<411 ',.411 "w LOADING (psf) SPACING 2-0-0 TelL 30,0 Plates Increase 115 TCDL 100 Lumber Increase 1.15 BelL 00 Rep Stress Incr YES BCDL 10,0 - Code IRC2003fTPI2002 ---...... --.. ~--.- ------.,------'- LUMBEI\ TOP CHORD 2 X 4 SPF 1650F 1.SE BOT CHORD 2 X 4 SPF 1650F 1 5E WEBS 2 X 4 WW Stud ~:::.2"~9________~ --1 4-'-0 4-'-0 ",,4-1-CeS! =ro . TC 0_21 BC 0.13 WB 0,13 _ _~_~~atr~~__ ,.---+ OEFL Vert(LL) Vert(TL) Horz(TL) m -001 -0,02 000 (lac) Ildefl Lid 7-8 ,.900 240 7-8 "999 180 6 nla n/a PLATES MT20 GRIP 169/123 Weighl.371b BRACING TOP CHORD BOT CHORD Strwctural wood sheathln9 directly applied or 6-0-0 oc purllns, except end verticals Rigid ceiling directlyappl1ed or 10-0-0 oc bracing ; REACTIONS (Ib/size) 8=512/0-5-8,6=512/0-5-8 Max Horz 8=-107(LC 3) Max Uplifl8=-50(LC 5), 6=-50(LC 6) FORCES (Ib) - MaXimum Compression/Maximum Tension TOP CHORD 1-2=0163,2-3=-316133, 3-4=-316J33, 4-5=0/63, 2-8=-481/68, 4-6=-481/68 8m CHORD 7-8=-94/97,6-7=-10/13 WEBS 3_7=_361100,2_7=0/199,4_7=01199 NOTES 1) Unbalanced roof live loads have been considered for this design 2) Wind ASCE 7-98; 90mph; h=25tt, TCDL=6 Opsf; BCDL=60psf; Category II; Exp B; enclosed: MWFRS gable end zone, cantilever left and right exposed, end vertical left and nght exposed. Lumber OOL=1,33 plate grip DOL=1,33 3) This truss has been deSignee for a 10,0 psf bottom chord live load nonconcurrent With any other live loads 4) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance Inspection 5) H10 Simpson Strong-Tie connectors recommended 10 connect truss to bearing walls due to uplift atjt(s) 8 and 6 ! 6) ThiS truss is designee In accordance with the 2003 International Residential Code sections R502,11,1 and R802102 and referenced standard ANSlfTPI 1 LOAD CASEjS) Standard __J February 14, 2007 Janet Bradford 4274 Garland Wheat Ridge, CO 80033 Whole House Load Calculation for 4274 Garland Sq. footage: Existing Addition 667 2079 Total sq. ft. 2746 'q. ft. dVA Total g?38 VA 3000 V A 1500 VA 12738 VA small appliance laundry gf~n l1ghts First3000VA@100% Remainder @ 35% 3000 V A 3408 VA Range Shop Dryer 8000 V A 9600 VA 5500 VA Net calculated load 29508 VA 29508V A /240 volt ~ 122.95 amps (minimum required service) Existine: service is 200 Amo Rich Castellano Master Electrician ST. LC. # 4254 Wheat Ridge Building Department Approved "I IAL ",dity of permit: The i j~fJ.. "mils presuminq 10 ,.' ...,.ilrl;.......,- o~d-07 DATE, 01 a permit or approval 01 plans, spocificalions t. il' I. RVICES, INC. Electric~tr 8f'~!~~mr. (llentractors ~. a~ .... .. 3 ... ., - ." ,,' - = ~ <D ., - ;;:: .. ;;. CD = .. = " <D (") co :i ~ .. " ;;; - '" ~ a ~ - (") co 3 3 <D ~ " ~ - :; ... = ~ ~ - '" <D ., ;;;: <D :i ~ - '" ... ::>:: co !:; m 3 <D .a <D = " '< en <D C! ;;. <D 2727 W 92nd Ave. SUite 40 Denver. CO 80260 303/429-3326 Fax 303/429-2653 State License #3472 4274 Garland Street LEGEND _ 2007 Clear Creek i00-YEAR Floodplain ~== FEMA_NGVD29 (OLD Floodplain) - Secondary road, U.S. highway ==== Primary road, interstate highway and limited access road - Connecting road, county roads Special Road Feature - Nelghbortlood roads, city streets and unimproved roads GeoComm Parcels C::J City of Wheat Ridge Boundary 100 N I ~ x E . N .. m " .. m a E . to . o >< " lii \2 m 1ij o '" \2 i:i :i' DATE: 10/27/2006 i 100 Feel Siate Plane Coordinate Projection Colorado Central Zone Datum: NAD83 ~ _J eatOR 0 City of Wheat Ridge, Colorado 7500 West 29th Avenue Wheal Ridge, CO 80033-8001 303.234,5900 0[ PARTMENT OF PLANNING AND DEVELOPMENT BUILDING INSPECTION LINE. 303-234-5933 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215. (303-235-2855) Building Permit Number: 14647 Date: 10/16/02 Property Owner: BRAD BAKER Property Address: 4274 GARLAND ST Contractor License No. : Company: Phone: 303-424-8918 Phone: OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Use: Total: D\JJ $2,600.00 $83.25 $0.00 $52.00 $135.25 ISD DO I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable Wheat Ridge ordinances, for work under this permit. (OWNER)(CONTRACTOR)SIGNEDr~~JlDATE /0 !t.-o- Description: 13' X 10' STORAGE SHED & 16' X 20' CARPORT, Construction Value: Permit Fee: Plan Review Fee: Use Tax: 1P d8~ d,S BUILDING DEPARTMENT USE ONLY roni~lTI~ Approval: OK/OM Zoning: R-2 1I!'ld~lTIm~ Approval: OK/OM 1I!~li~sQ~nts; Approval: OK/SN SIC: Sq. Ft.: SHED TO BE SECURED AT ALL 4 CORNERS. SEE COMMENTS ON PERMIT & MEMO. Occupancy: Walls: Roof: Stories: Residential Units: Electrical License No : Company: Plumbing License No : Company: Mechanical License No : Company: Expiration Date: Approval: Expiration Date: Approval: Expiration Date: Approval: (1) This permit was issued in accordance with the provisions set forth in yopur application and is subject to the laws of the State of Colorado and 10 the Zoning Regulations and Building Code of Wheat Ridge, Colorado or any other applicable ordinances of the City. (2) This permit shall expire if (A) the work authorized is not commenced within sixty (60) days from issue date or (8) the building authorized is suspended or abandoned for a period of 120 days. (3) If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes are made or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit (4) No work of any manner shall be done that will change the natural flow of water causing a drainage problem. (5) Contractor ,II notify the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceedi' w h.U es. phases of the job. (6) The iss nc of r the approval of drawings and specifications shall n.ot be construed to be a permit for, nor an approval of, any violation of the provi . the i n c er ordinance, law, rule or regulation , Chief Building Inspector DEPARTMENT OF PLANNING AND DEVELOPMENT BUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) APPUCATlON 15 A:1<6K. \7 rw l~",d 0/" Property Owner: Property Address: Contractor License No.: Company: BRM 42.74 Building Penuit Number: Date: Phone : 3C'3 - 't Z /..)-&1 (~ '. ~...~ -~4'f-55?"L.t...~O OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Phone: Construction ValueJ:l;4bOO Permit Fee: 8~. J,S Plan Review Fee: . .., ('. 0 ,"Jrj.,- I TTQA T~y' I hearhy certifY that the setback distances proposed by this pennit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this applications and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C) and all other applicable Wheat Ridge Ordinances, for work under this permit. (OWNERXCONTRACTOR)SIGNIID~~ ~ DATE7-b~ Total: ~ + \5Doo , Description: ,:3 X I 0 i'fr'"1 e SI-..-e.J .... ",J Stick hu;lt- BUILDING DEPARTMENT USE ONLY ....'.....'....,'..,..'........,..'..,....-.......'...,.-....'...,._.......-...'.,.... ~Qmml!i1_~!i!'!i: Approval: Zoning: a- '1l(r ._...,."...,.."..,......,-,.,.......-...,., mmlm'iig~~jjl$: t:JfL ::hA. Approval: .P f - I L,()rnt.r':S Wlml~wgiWlliilmjjl$. Approval: SN ....... Cc.>i_+~ h b. ;:;~<-~ ,.f 10/10/02...- <<.f- o ..... "..... "'* .:. "'"-"10 Roof: Stories: Occupancy: Walls: Electrical License No: Company: Plumbing License No: Company: Expiration Date: Approval: Expiration Date: Approval: Expiration Date: Approval: PW 16 X.2b c ~y f/<Dr+ SIC: ,;<-/1 'l,O ~ , . ~1 ,r- / , ',', ./' r; ~..:-" Residential Uuits: Mechanical License No: Company: (1) This permit was issued in accordance with the provisions set forth in your application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Code of 'Wheat Ridge, Colorado or any other applicable ordinances of the City (2) This permit shall expire if (A) the work authorized is not commenced within sixty (60) days from issue date or (B) the building authorized is suspended or abandoned for a period of120 days. (3) If this permit expires, a new permit may be acquired for a fee of one-half the amount nonnally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year_ If changes have been or if suspension or abandonment exceeds one (1) year, full fees shall be paid for anew permit (4) No work of any manner shall be done that will change the natural flow of water causing a drainage problem. (5) Contractor shall notifY the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceeding with successive phases of the job. (6) The issuance of a permit or the approval of drawings and specifications shall not be construed to be a pennit for, nor an approval of, anyviolation of the proviSl 0 the bui codes or any other ordinance, law, rule or regulation. City of Wheat Ridge \ i Department of Public Works MEMORANDUM TO: Mary Lou Chapla, Permits Coordinator FROM: Steve Nguyen, Interim City Engineer -:;;,J DATE: Tuesday, October 15,2002 SUBJECT: Flood Plain Exception Fence Permit 4274 Garland Street I have reviewed the attached building permit application for a shed and a carport permit within the 100-year flood plain. The Major Drainageway Planning /Lower Clear Creek document was used in my review. The original shed on this property was removed at some point and then replaced by a smaller shed in 1999. The building permit for the replacement shed was issued in February of 1999. The square footage of the current proposed shed and the 1999 replacement shed are equal to the square footage of the original shed that was removed. Therefore, flood displacement is not anticipated. I met with Brad Baker, the owner and contractor, on October 14, 2002 to discuss the permit. I reiterated the stipulations which were set to the first shed as discussed in Bob Goebel's memo, dated January 27,1999. I confirmed with him that the proposed grading of the site to elevate the shed will not import additional fill, but rather will re-grade the existing soil on the site. This is to maintain the balance of cut and fill areas and will not impact the capability of this site to retain 100 year backwater from Clear Creek. The Base Flood Elevation is 5344.6. The proposed elevation ofthe floor of shed will be 5345.2 which is the same elevation of the previously built shed as agreed by the owner. The shed and carport must also be anchored to their foundation by a method approved by the building department. Based on my assessment, the construction of this storage shed will not impact the flood plain and hereby approve the application for a Class I Special Exception Permit subject to the following conditions: . That the building is used for storage only as permitted in section 26-205 (C)(2) of the Municipal Code. . That no fill is imported onto the site without a separate permit and study. The City of Wheat Ridge Flood Plain Development Permit Application Information Permit Owner 13R:,IbD ~~ R. Address J.f2. 7 'I 6I1tZL-IJ1!;/ t. S r Contractor 1'5 r:: A--ti ~.B J4 1<6 K Address ItL7<{ 070V'-laud 51- Project LocationlDirections 't -:z. 71 (!;nrl'lnJ') Date lb.. 14-02- Telephone 3C3 . "I:z.J.j-~1!S Telephone 3e> '=> "1/2 'f - 'ff'lIfS:' Project Description _Single Family Residel1tial _Multi-Family Residential New Construction Substantial Improvement (>50%) _Improvement (<50%) Rehabilitation Channelization Fill _Manufactured (Mobile) Horne v Non-residential _Bridge/Culvert _Levee OtherlExplanations eo..l<;"TOI't":TIO,J , I ~F J;.. I~)( 10 .:;lIED MD ,... ,~I }(,,?,..,' ~~~T Class ofPermit/Fee Schedule ~ss I (structures for non-human occupancy) _Class II (structures for human occupancy) $150 $340 (~cludes public noticing fees) , I have read and understand and will comply with the requirements of this Flood Plain Permit. %41 h./~ Applicant Signature 76 - PI -02...., Date (To be completed by Flood Plain Administrator) Flood Hazard Data Watercourse Name L:,.""E.~ CI..E.6l2: r-"";"..., The project is proposed in the Floodway Floodway Fringe )( Base (1 OO-year) flood elevation(s) at project site c; !>44. '" Elevation required for Lowest Floor e G<l~''''D NGVD / Floodproofrng NGVD Source Documents: ReportslMaps MA."'", ~>\"''''~\1'''''Y f'L>..J";/A{r.1 Lolv"Z. CI r:AZ? ,.....-K-. qDfCD(I"I"'I/\\I~I,,"~T-Md .....V'"..HI..I'-I F..JG. ~EI 3..F14 , Proposal Review Checklist .-/Site development plans are complete and depict flood hazard data. --!JLEngineering data is provided for proposed map and floodway revisions. ~Floodway Certificate and data documents no increase in flood heights. --tl6- Subdivision proposals minimize flood damage and protect utilities. {_Lowest floor elevations are above the base (1 DO-year) flood level. Q _Manufactured homes address elevation and anchoring requirements. _A Floodproofing Certificate certifies floodproofing designs. . . -L..Other: STol?lOJ..l';: ~D Tr<> ae: .........I=uc.,.,...,.,." (;;;> t;;Routo-lD L.E"'F.L Z!oN.P t>w..ow~D (0 fL.::x;.P (LU.-rHiN 136.C~'\\ll>."""flSf2'. FLc=P. Ff" ,"-lG.'e .A~). Permit Action . ~ermit Approved: The information submitted for the proposed project was reviewed and is in compliance with approved flood plain management standards (site development plans are on file). _Permit Denied: The proposed project does not meet approved flood plain management standards (explanation is on f1le). _Variance Granted: A variance was granted from the base (lOO-year) flood elevations established by FEMA consistent with variance requirements ofNFIP regulations Part 60.6 (variance action documentation is on file). =5 16//5 (oz- ,..-, . Date Comments: ~e. MeMO ~..,.= bite; /0'2.. 'fbFZ- ~D\ltoN <;. Compliance Documentation _Map Revision Data. Certified documentation by a registered professional engineer of as-built conditions for flood plain alterations were received and submitted to FEMA for a flood insurance map revision. Fill Certificate. Acommunity official certified the elevation, compaction, slope and slope . protection for all fill placed in the flood plain consistent with NFIP regulations Piu-t 65.5 for map revisions. _Elevation and Floodproofmg Certificates. The as-built elevation of the builiding's lowest floor was certified as NGVD; or the building's floodproofingievel was certified as NGVD; by a registered professional engineer or licensed surveyor and is on file. _ Certificafe of Occupancy or Compliance Issued on' ., '1:.; >', "Date'. ) MEMORANDUM II Approved ~ Date ,iJ.7A1 II DEPARTMBNT OF Pl1BUC WORKS DATE: Sean McCartney, Planner Bob Goebel, Director of Public Works ~ January 27, 1999 TO: FROM: SUBJECT: WF-98-02/4274 Garland Street I met with the owners at the subject property to discuss the particulars of the proposed storage shed. In doing so, I noticed that an existing structure on the site had been removed and no longer impacts the flood plain. In essence, the proposed storage shed is replacing the old larger shed which has been removed, Further investigation has determined that the proposed grading of the site to elevate the shed will not import additional fill but rather will re-grade the existing soil on the site. The regrading of existing soil will result in a balance of cut and fill areas and will not impact the capability of this site to retain 100 year backwater from Clear Creek. The proposed elevation of the floor of the shed will be 5345.2 feet. The Base Flood Elevation is 5344.6. Therefore, the storage will remain dry and materials may be placed on the floor. Therefore, I have concluded that the construction of this storage shed will not impact the flood plain and hereby approve the application for a Class I Special Exception Permit subject to the following conditions.:. . That the building is used for storage only as permitted in section 26-205 (C)(2) of the Municipal Code. . That no fill is imported onto the site without a separate permit and study. If you have any questions, please call me at 2860. , j; e II Vi '" ..- :. r~ I I I I i . I I Iu ! 8 L- _ if I n iikfi ,,- ~9 ~.-, ~:. t~-~- I M ,,'i' i ~ ~ i 1 -'-. ''-., ,."--. ""'-." i}'~--' j ~ ~fi (: 1 ~ ~~ t L I 0: Ie _.~~3-u' ~~ !Iii ~ , r n 1"1 i ~ , II ~ 0> \:".) )> ~- o i I , i / / -_/ ,I nO r I .." Z nO o o 8.9' o OJ r t::1 C"l ..... f"\) 00 OJ ..... r f"\) t::1 \D C"l ,~ o o ,~ I 0 o ~ u .... u ::y '< CD 0< VlO (J)o o -, "0 m S. t.5" c'< -;y 0 -, :J ~ G) ~ ~ o' CD 0 - en ., ...-0 CD Q. ::r ..... (/) 0. ~ (t) - ;:+ (/J ~ CD to{/) -."0 <.0 c lO 0 NO' :J 0. 0 <' ::J ;;: CL o' :J '" o .~ .... nli:'" .a~ oil> ot:l :~ ... Q. ~<ii' ~~ <1l ~s ~ ~. Ii' t:l~ Q. <1l' ~~ !'""" g, ~s: ~<1l i:!2~ ~'I;; <1l~ ~lt cx.gl O<1l ~Q. c,.,l; Q. ~ ~ (b :::g Q) ::::s .... :.ii. I ~.} ~~ o " o iJpm. ~~ (b s::::: ~........ b"" ~ ~ ........ IIil-- >-.. ~ /---1 ~-l G:J - I & iO! c:p I ~I I j~ ::::s I ~ s::::: --.. ........ $:I) ::::s I II ........ ~ c.u c I I ~ c.u 0;, 0;, I --.--- - - --- ~ 0 I S . , tf.) ~ 1Cl:J~ ~ (b 0 I I ~ ~ s::::: ........ c.u ' ' b"" Ol I_J ~ .,.""'.-~.\ 1_.-=;.. ~ I ! >-.. ~ >-.. ........ I ..;::.. 'f> >-.. a+& L....... j88::l 00 ~ 09 o 09 N I I I I I I I I I I I I I I I I I I i .. . , ;~OTE;'THISVDRAWINGISAMASTERPLANNlNG ,":,' ~9JY""'~if/~ I'f-...'V '. '1.0--. '~"'3j~~'I/f'.-.. ,:.2V~<.),lj, ~frllIj6~~7j~' !)v/(:--:.'~'i:~;';;' y<wo~~0/',w/",",o~' '!yIlt ,S:>~."',- . ,,~~'" SHEET REPRESENTING PRELIMINARY ANO ~ -" 1_ (Y / V&O"'",~~I '---v ~ f'''''.~~. J,. c) .ltr> <'> V; II- -V; ','1--.), II ~W.FD 'N,I~ l'ij-{S, '{J ,y, ,a. ........~~'\ CONCEPTUAL ENGINEERING. IT SHALL NOT Q / .. v.' 0 -.......:J" /') \ (.-- "-...) ~~~~~ <J r;; (/ ..~1. - ~.,'>j ~f') ...1.{ "" II ~N', _V ~o {) ..J,,):;) ,"'.... '-_ ~ J 2BE USED FOR CONSTRUCTlON PURPOSES.-:-,U ^ ,:n ~ f]~; [j.' ." ^- ~/'--... IL "s'_,V ,() ,0v '" ,C;1';"'d).. ~ V"zl i'>~; I;:::; $,,_:.-? -ir00 YEAR FL06DPLAU';/ /',0 ", () i..\i1 10,~ .. ,-. ~SUBJECT.IOCJ'iMGE,~_, /a~: V 'o~<::J"" D.~ 'OJ V'~VVIL^~ 0 ~~"'. : .". '" "--J ''I) )V; 'VI', (f" ~. '() .(('oJ ~/ 01''7IS~N~/C8''DI:!ON~/ V '().' (J/O/'", "'" ~-~i~'<~" $~~":?'::;f"j;).,/~., 00 ',(,(,0, O~' ?P "':'OQ~r,O ~ $JSeJ.!J"/l.-. <i0Js-dW~/ ,;..,() {"-o...~/i~~/1/IJ.1 tQ.'/DOY::'r,0 ll,f',O'j;5I!9I:'J?,..1i?Y " ..~ v" (3 '--_ ~""\'V'- a ~/ """'/ () 7"r.... V' C1. r'Ue.; ~ ~ . r:, / <.,J~~" ~f)l(fif.,,,) a 0 v. {J/'.c{L V/O/flV:/O~:.1 ~..~ ; ~~''', , 'Z, ;; . :7'5:-- IPLlNG STREET IMPROVEMENT V () I<)~ -:: $, ''", :L '-. $ EXISm;G ;:''H'E)(T~(;.' /I/,' I)'; / {J,. D <: A ' () ;eo, ~I 0 (.," . (j" //~ /"~ (b' \0 ":":;:,\:-<; ','~t4,~~~T~AN, ~~ES a {)()/'~0 -~A')/A0' , 4", . '> ~~ /1l1~i" '-1i ~~ () 0 09' 6' oft, (}7..0!J.,l if r9 ')p)~(lX" .. :''()0, ,i' ( '<".' "'. ().,.. '0.....::5> ~~4 ~/ (,~.$ '~. .os> ;~'I1/ /: ' .- ~~!!t. 4 'h/-f-'j:, I~J'$'^:::y;~!? 0, 0 7;2' ;D/ 0 '?J.. () ~ 'b fl)...... ..: :)~,<:J~(' C<o\ 'aOI~~'o f1};(jI..6o/?;~~.~ ,<:::::, ;.'t;,~ ~~~4::LI a' '\~'J~'~~/ '7;jlV//C5:t51 g9lo<;,7j1oY ':/;9Vj~/j o,$)'Wi.:(F~~/11 1-,:; I"'-- ~"~'0. ':J ,~, -( ;. ()..~ (,,<), 9> 0 <)O~....,/ 0 'or/^",-, ij~ I ei='. l/cOlG:!. :='/;6c.4CY,!/;/r-v">-O~(f'/<J // C~ . """'-.Jf"'........ I"... ''::.~ ~"'.s>' ~ O-~' ~0 'f),' I 0" ..........'" :i,~r--~ \ 'V,J: ~ ~--- . ..5325.9 ".5J~42 -.-' __.J.., ,.... '-/7 .~' ,'1/( il :"~ \'V(:;;.' <hJ " \'-..: ' '. '(;:)'%0 r--~j 0,: .,,,,, 1 i/ft/~\, :{-. .,,,,,, ::::::-.: '''R4,-'~' (ro'''' 0"-;.'''1 / l!i! ;' ~ '~ 0i\'o-.~. c() '"", ~6 "J~ 1 i'l "'. \. } . "". Qc;J[;J DDOD..r;;DyQ QD1':Jdolla?' .:;'0 ,A >)/) " , __ ~ '2V~~ I::) ,;~~o, Q . <IF ~J" -! \.J / :s; "1),.';', \~l! If '--<" ,-y,~'?~, i ~, . 0' $,,~~ '~l.f-. ^ r> . I ~ / / " /; f../ 1";\:;:'1/ ~I "--<.: ;,<:~~ 'f PROPOSED FOOTSRl \ ' a! ,,~.....,,})l v >. 0.. I .'" .<, .f <.(i / ............' ~""~~,,. ~ 0 !l.~ ,AND TRAIL EXTENSION, '\ "'f1~~ ~__V'\ '!{ r--; <::::> b ,\.:...",.;~~//. .:- " " T \ 11 ~ ~i'WHEAT RIDGE. 'II " (J.' ~ '"",, ! -==-- /______ ". *', 1 J --=.--o~" ~'-...-.J /). ~ ~ ,$~'-~l \ ",c;"'i.&-~' v' / ~ "'- ~ '. 4 / -=::;~,~OV7-:il"'"~ ",-,,,. ROO'~', ",(I "I . r.~'"' "... ~ \ . '" ~ ~ 't ,. tP' ')"<:, ' . ~ "'. .' Ii ~ -. -l ,/1 \ 0 $J'~$' 7>,)( i"'(~\i:\~"\"""\ ~'<.:. ~hJrin~ \ ~,J\~ 'I' \o<1f.... \)(~'\, - ~~~ JOINS LENA GULCH'FtO'cia;ct.. ' '._'-- ~-::', :'1>.1' f,Jb.~0" j..." . ~. (LENA GULCH MAST~R DRAINAGE I-/i - OJ 0 , "'" "- &l.J Y;J \ " """ '-CHANNEL REFERENCE LINE PLAN JUNE 1975) .' ;.'^or/ ' '- = ' ,Ie ELlMINATEO BY NEW ~~o.." y!d ~Zr[,:EXISTING CHANN L COND"TION'" ~ /.' 'll\;<'" ~<,,-,-'ioo YEAR FLOODPLAIN ,;'< IMPROVEMENTS ON LENA G ~, I ~_ f". ~ \. \ ... """^-Y EXISTING CONDITIONS ,. .STA. 52~+20 . \ 1 U ;.r, ~~/;~~N~~~H~~~~CI~~52~.B~PS \ ~ , "< "~._, ~ ;'/ FLOODPLAIN PRESERVATION I 2~~~ 200 , MAX. CHANNEL DEPTH 10,5 FT.' = ^- STA. 449+00 TO STA. 540+001 0'0 100 400 \ 1\;....... ~w..-\\ ORIGINAL SCALE' I". 200' 5360 == :=c, -' "':, on:C':. -' ... - ='-'=:. := .... "" ..... '= _c.: - -... I==: ". =.. :',- .=, ,c. .: -'-'" '" '.:::-"", "1'-::_"-"" no" ::==:. ,. . :..'", "- c,''''._ o +',... =-=:."-==~ -'. '.. .==-= - .. ..-=::. H-=,,== .' .~ ,- == S~60 '" --_.~ = - ==. ~r =: .. - .+-' -:-:..- ~. --.. - -= - .-. '_ ... =C, H =.. :"'=f.'."" c..::'. _ .:_" "1:'::- .. ,,,. ,c:. :::j:.:.,..' -. ':" .,." " .., :' -.c.:" -... ..::,- -=_... :..0. ...==-. ~.-,--"..- :::= - "c:....... . ., I-c-:- .::. . =_,. - : :~:. :~F:::': - . .... =..:. -. "=' -= 5350 .. - ... - - '" ".'::;;-.',',_-E lll'l't G' '",-"," .-. /" - ._-,.e: " " 5340 5350 F=.' l-==' I:: :: ....~ -. ---:-= -. --. -." -- " ... ,,,- :,=,;: ""-=--: 5340 -.-:r:'.:T--- '. 5330 !== "-=,::0:,' ~E"='=' =':=:=-:::.-~ -... ":c. .. f- '-r-:-' ""C::c.. ." ,- "=- C':_". _ . no" _... == "",,,_' ,,:_,:1'= ..::" ::: . . .:=:'- :c..: . ---:, : 5330 .c==:_, _.' ,,'. ==-" -::'c-,..:::::: .. -c:,..-. .''''':'' , ... .:c..: .- ===- he _ Xl 1'tN. E!:H ~!'~FIN ER "F=C _.~ .. - =-:-::',." _ .'.":-'=:':' ...1' =":=-, ::.::::: o'.:~. .- :-:..-::... - . -. _.:...: .:,,;t:. _ _..00 :':.: on _". =. - . :=J:'.", .: ,,- -:c~:-' 5320 5320 5310 ::::;':f.-_::=.c '-:==:-. =..: " 1:= =_ .:.' ._ =,._ 'on .=. " '::c.: '.C.._, -.-,,=.. --= := .,_. .. - -- .' f". _ t.. .. _ on,_ j-c"- . =:c . m__ or--' - ---:-..:.. =-=_ ',,- "E .,~.:=:-.- .. ~::>'J:" E.- .: -=-" 5310 =. r====:c_- = =.- 5300 ,,,. , . I:'-:::.~- - ,:" =_ -.... . jC:.:":. =.1-"" .:~ .-:;'. : ,-:- , '=t,-: I::- .cc. -. "0 -;: _':-'- _. "C.' 5290 48Q+OO " , ::.', :c::., -':::: - 5300 ::::::::=" =: -.. .. . .. _.CO .:::.C -.' - ~'- - -' ...._= .t--:::',' " :::c.: :.- " F'_' 1:-- _ 5290 540'" 00 - ....:.--. '. C"..- .::.. 515 490 S35 510 530 525 OESIGNED~ DATE~ DRllWN~ OATE~ CHECKED~ DATE~ REVISED DATE 520 505 48' SOO 495 .c MAJOR DRAINAGE WAY PLANNING CLEAR. CREEK GROUND CONTROL SURVEY BY BELL SURVEYING co. . WRlGIotNII<,LAUGIiI.IN AERIAL PHOTOGRAPHY BY SCHARF II ASSOC. W ~::~NM~~ STREET DlttiVERCOLOR/l.DO TOPOGRAPHIC MAPPING BY BEL.L. MAPPING CO. l.uc::JS 80211 '(303l4llQ-Q.ol CONTOUR INTERVAL ..2,' DA.TE FLOWN: S-3-77" JOB NO..792.IIlB URBAN DRAINAGE AND FlOOD CONTROL DISTRICT ADAMS COUNTY CITY OF ARVADA a CITY OF WHEAT RIDGE .NC CLEAR CREEK ,.4f30+00 TO 540+00 "~I;~, . "';:' SHEET 3 OF 14- ,:.,',-,,; ~;. :,~,;,,",.. "- ~e<'~"''''<'C;~-_""'':'''- ,~,~~.,,,2:,;,:~a4'~~'r-"~ili" D':~<;~~c;'7f,-:r~r'\S';;~".~f:\:"-~~-:; 'Q ,"'J EXISTlN~ CHANN STA. 5Z3. + 20 \ 100 YEAR DISCHARGE 14.520 MAX. CHANNEL VELOCITY 9.8 MAX. CHANNEL DEPTH 10.5 CHANNEL REFERENCE LINE '100 YEAR FLOODPLAIN EXISTING CONDITIONS FLOODPLAIN PRESERVATION STA. 449+00 TO STA. 540+00 200 100. 0 200 ~- 150 50 tOO ORIGINAL SCALE' Ih = 2001 , 400 5360 5360 5350 5350 . E .L5.l't G lm .'. s-. ""4 5340 5340 ~ 1". ._~ 5330 E $- ===t::- .- 5330 '==1 , 5320 )<1 'fiN . eft NN~ IN -E~", : 5320 5310 ..J:::- ..~. =1'...- 5310 5300 - -"1== 5300 5290 540'" 00 535 530 525 DESIGNED~OATE~ DRAWN ~ DATE...!d4L- CtECl<ED~ OATE~ REVISED DATE 520 515 510 505 500 495 490 485 5290 480+00 ''''''UNO CONl'ROL SURVEY BY BELL SURVEYING co. . WRlGHT'McLAUliIU..II" 0_ WEEMGIMEERS AERIAL PHOTOGRAPHY BY SCHARF -a ASSOC. M ~t~~tl(&roflRJF TOPOGRAPHIC MAPPING BY BELL MAPPING CO. ~ B0211 (303)4$8-saOI CONltlUR INTERVAL .2' DATE Fl..OWN: 5-3-77' JOB NO.-7S\?:-IiIB URBAN DRAINAGE AND FLOOD CONTROL DISTRICT ADAMS COUNTY CITY OF ARVADA a CITY OF WHEAT RIDGE MAJOR DRAlNAGEWAY PLANNING CLEAR CREEK CLEAR CRE:EK 480+ 00 TO 540 + 00 SHEET ~ OF~ ~-------_._-"- I>> .... 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P.(I. i~ . iJ U It I U I " h... x 22 D_E;.taU ~ COi~SULTANTS INC., BUT HAV -:p' Plan ---------..--, ;-~ - BEEN REVIEWED FOR ~... 3/16 JRUCTURAL ADEQUACY ONLY., MC 12 x 10,6 RE: Plan ~; Dia x 24" J bolt ,037;0]::7- (' 4 each / column 1'. / \ '. W / j -..-----J7\-- ( L 4" x 4" x r /"3/16 V- ~.'i,i \ 1/ cY/ -- I;~ ;: I " I I ~._. --r------ I 3/16 -V~'~ ,,,-,, <9 <9 <9 <9 I~~_------~,----'- -'-", ___"...J. 1 ._,__ - i\_'::,. "', ~ \ ----1-)-- .-' 3/16 1/ " ,! 4" 4" i'l r,J X . X 4 ) Tube Steel Column ~-, \ RE: Plan \ I 1" of _~, ~ Non-Shrink Grout' 4'-0" , 17 ..--.--.----,,'--- 1 '-6" I I , ~ I Caisson Template Detail ......+-.. ", ----- 01 .-6 \ \ PL 1/4" x ~ ") 3"" WI "-4 'IJ A325 Bolts "" 0' 6" "x x .- (Typ ) J~ /'~ // C//. ' ~--- 3/16V -- PL 5" x 8" x r 13 e q m._ t CL_C 11 a nIl E;J Detail ------------ E'~J_:==t':=E=] i Scale i -11"--'6" I --~ ~- 1 r<J--- : -1."__1" i ]6 '- eo" GoIl6u\tantf. 'JO"-12.1-'fS2.I Connection etais of the Carport at 4274 Garland St. Wheat Ridge Co. 80033 aisson An 0 umn Connections PAGE 2 OF 2 STRUCTURAL CALCULATIONS FOR 4274 GARLAND STREET WHEATRIDGE, COLORADO SCI # 02-302 PREPARED FOR: BRAD BAKER BY STRUCTURAL CONSULTANTS, INC. DENVER,COLORADO SEPTEMBER 23, 2002 STRUCTURAL CONSULTANTS INCORPORATED Job Title 4'2.-/4- (.~ Sr Job no. Cl2 - ""'2... Client b.......b~ By ~Date "Y"-"'~Z.Sheet I of 1 ~ ,o, f" t!.:>1-\<...J>..:-<i:. ""'-...~ 0104 .o;,-r~b-~~ L-1..~ / 1.'5' c:.- C-=*,.c~ T-iL...\'- J::>~ :. 44- p..,r + c... ?~f' .-..01)' L... t:>~ ~ '5.:> 'i',>F u-- ~ too pSi" C "-"'1+S(OC2.V ....-r. v", ) ~H~"""" ~- ,.. t'cr w ~ <;"0 p~f ... ~..!..' b<- " '2'-....1 I''--f- hJ,-~ " ,,-;, P<-f .fj. .fi. ~ Ib4 ~I-C.- : J n~;" 1 j IN 14- ... 7- 'Z... """'- ~ ~ \Ju~ , "'-'>L ISc...z.", ~'l4-~....-r-=- ....~ 't>!;<-"- 3400 E. Bayaud, #300, Denver I CO 80209 303/399-5154 fAX 303/333-9501 To specify your title block on these five lines, use the SETTINGS main menu selection, choose the Printing & Title Block tab, and ent your title block information. Rev: 550100 -- --.--.------------- I User: KW..Q602110, VerS.S_O, 25-Sep-2001 (c)1983-2001 ENERCALC Engineering Software Description General Information Steel Section: W14X22 Center Span Left Cant. Right Cant Lu : Unbraced Length [Dist-rlbutedioads 19.67 It 0.00 It 0,00 It 0,00 It # 1 #2 DL 0.267 LL 0,533 ST Start Location End location 19,670 I Summary I Title: Dsgnr: Description: Job# Date: 3:59PM, 25 SEP 02 1-1; Scope : Steel Beam Design Page 1 e: 'obs\02*174 arts ortsti\ arts rtsti.ec Calculations are designed to AISC 9th Edition ASO and 1997 use Requirements Pinned.Pinned Bm WI. Added to Loads LL & ST Act Together Fy Load Duration Factor Elastic Modulus 50.00ksi 1.00 29,000,0 ksi I #3 #4 #5 #6 #7 kilt kilt kilt It ft Beam OK Static Load Case Governs Stress Using: W14X22 section, Span = 19.67ft, Fy = 50.0ks! End Fixity = Pinned.Pinned, Lu = a.DOft, LDF = 1.000 Actual 39,757 k-ft 16.470 ksi 0.499: 1 8,085 k 2,558 ksi 0.128: 1 Moment fb : Bending Stress fb/Fb Shear tv : Shear Stress Iv I Fv Reaction @ Lelt 8.08 Reaction @ Rt 8,08 Fa calc'd per 1.5-1, K*Ur < Cc I Beam Passes 1.5.1.4.1, Para 1, 2,4, & 5, Fb = 0.66 Fy [Section Pr~perties-- W14X22-- Depth Width Web Thick Flange Thickness Area I Force & Stress Summary Max. M + Max. M- Max, M @ Left Max, M @ Right Shear @ Lelt Shear @ Ri9ht Center Detl. Left Cant Detl Right Cant Defl ...Query Defl @ Maximum 39.76 k.ft 8.08 k 2,64 8.08 k 2,84 .0,480 in .0,169 0,000 in 0,000 0,000 in 0,000 0,000 ft 0,000 13.740 in 5.000in 0.230 in 0,335 in 6.49in2 DL ...Qn!L 13.98 2,84 2.84 Allowable 79,658 k-ft 33,000 ksi Max. Deflection Length/DL Defl Length/(DL +LL Defl) -0.480 in 1,399,2: 1 492,0: 1 63.204 k 20,000 ksi --I <<- These columns are Dead + Live Load placed as noted -->> LL LL+ST LL LL+ST (Q) Center (Ei') Center to> Cants (Q) Cants 39,76 k-ft k-ft k.ft k-ft k k 0,000 in 0,000 in 0.000 in 0,000 in 8.08 8.08 -0.480 .0.480 0.000 0.000 0,000 0,000 0,000 0.000 0.000 0,000 0.000 0.000 6,08 8.08 8,08 8,08 k k I Weight I.X)( I-yy S.X)( S.yy 22.04 #1ft 199,00 in4 7,00 in4 28,967 in3 2.800 in3 5.537 in 1.039 in 1.250 in r-X)( r-yy Rt so ~, Vu LC RAFT '{1 j :"I .. ;J :j :1 :1 ~ 1 ~ ~ :'j ~ ~ ~ ~ 'j j :J :I j :& :II 8 I I :i1 i it ',~ i i 8 SECTION PROPERTIES Deck Design Weight Ip In Sp Sn Fy T~e Thick, PSF in4/ft in41ft in3J1t in31ft ksi 1,5C24 0,0239 1.44 0,136 0.108 0,132 0,120 60 1.5C22 0.0295 1.68 0.163 0.155 0,192 0,166 33 1.5C2O 0.0358 2,04 0.222 0.201 0,247 0,234 33 1,5C16 0.0474 2,72 0.295 0,269 0,327 0,316 33 . ALLOWABLE UNIFORM LOAD CPSFI ......... ~ i~:.m ~~~ " C~ar 8Mn Ift,.~,' T ns '-0 4-6 5-0 5-6 6-0 7.0 7.6 8.0 8-6 0 9-6 10-0 Fb 36,000 198 158 127 ;- 88 75 65 58 50 44 39 35 32 DEFL = 11240 139 98 71 41 32 26 21 17 15 12 10 9 1 DEFL = V180 186 130 95 71 55 43 35 28 23 19 16 14 12 WI' 82 50 44 33 25 19 15 11 8 6 . Fb _ 36,000 180 142 115 95 80 88 59 51 45 .0 36 32 29 OEFL. = 1/240 180 142 115 95 80 68 58 46 38 31 26 22 19 1.5C24 2 DEFL = V180 180 142 115 95 80 88 59 51 45 40 35 30 26 WI' 150 122 95 75 50 46 39 31 25 20 16 12 9 Fb = 36,000 225 178 144 119 100 85 73 64 58 50 44 40 36 DEFL = 1/240 225 166 121 91 70 55 44 36 29 25 21 18 15 3 DE~~.~V180 225 178 144 119 ~ ~~ 59 : ~ ~ ;~ ;~ ~ no 1M 1M "' 4n Fb:::: 20,000 150 126 102 85 71 61 52 46 40 35 32 28 26 DEFl. = 1/240 150 126 96 72 58 44 35 26 23 20 16 14 12 1 DEFL. = V180 150 126 102 85 71 58 47 38 31 26 22 19 16 WI' 57 40 28 20 14 10 6 4 Fb _ 20,000 155 122 99 82 69 59 51 44 39 34 31 27 25 DEFL. = 1/240 155 122 99 82 69 59 51 44 39 34 31 27 25 1.5C22 2 DEFL.:::: V180 155 122 99 82 69 59 51 44 39 34 31 27 25 WI' 129 94 70 53 40 30 23 17 12 9 6 . Fb - 20,000 194 153 12. 102 86 73 63 55 46 43 38 34 31 DEFL :::: 1/240 194 153 12. 102 86 73 61 50 41 34 29 2. 21 3 DEFL = V180 ~~ 153 12. 102 86 73 63 55 46 43 38 33 26 WI' 1 97 72 55 41 31 2. 18 13 10 7 . Fb = 20,000 206 163 132 108 91 78 67 59 51 46 41 36 33 DEFl. '" 1/240 206 150 116 87 67 53 42 34 28 24 20 17 15 1 DEFL. = Vl80 206 163 132 108 ~ 71 57 46 ~ 32 27 2~ 19 WI' "7 ". I. .o~ "I ,. 12 7 < -/' 0 Fb = 20,000 195 164 125 103 87 74 64 55 49 43 39 35 31 ~ , DEFL. = 1/240 195 154 125 103 87 74 64 55 '9 43 39 35 31 1.5C20 DEF:;.~ Vl80 195 154 :~ '~ 1 :; ~: ~ 55 .9 43 ~; ~ 31 W' m '''' '" 07 " " --..... Fb", 20,000 244 193 156 U29-' 108 92, 80 69 61 54 48 43 39 DEFl. = 11240 244 193 158 129 108 92 76 62 51 43 36 31 26 3 DEFL. = Vl80 ;;; 193 156 129 '~ ~~ 80 ~~ ~ 54 46 41 35 WI' 145 111 87 44 23 19 15 12 Fb _ 20,000 -:- 273 215 17' 144 121 103 89 78 68 50 54 46 44 DEFl. = 1/240 273 212 155 116 90 70 58 46 38 31 27 23 19 1 DEFL. = Vl80 273 215 17. 144 119 94 75 61 50 .2 35 30 26 WI' 132 99 76 50 47 38 31 25 20 17 14 11 9 Fb = 20,000 265 208 170 140 118 100 87 75 66 59 52 47 42 DEFL. = 1/240 265 209 170 140 118 100 87 75 66 59 52 47 .2 1.5C18 2 DE'::;.~ V180 ~; ~ :~ :~ ':: '~ ~; ~; ~ ;: ;: :; .2 " Fb :: 20,000 331 262 212 175 147 125 108 94 83 73 65 59 53 DEFL =- V240 331 262 212 175 147 125 105 86 71 59 50 .2 36 3 DEFL.:: 1/180 331 262 212 175 147 125 108 94 63 73 65 58 48 I WI' 263 204 161 130 106 87 72 61 51 43 36 30 25 1 W1 is the maximum weight of concrete and deck (W1 in Figures 1 and 2 of the SDlloading Diagrams). Minimum exterior bearing length required is 1.5 inches. Minimum interior bearing length required is 3 Inches. \!!..J VULCRAFT\ ~ f/4 t. .t* ~ 1.5 C CONFORM 30" or 36" 2%" MAXIMUM CONSTRUCTION CLEAR SPANS S.D.I. CRITERIA Total NW Concrete LW Concrete Slab Deck Weight N F Weight N-14 110PCF De th T e PSF 1 S an 2S an 38 an PSF 1 S an 2S an 35 an 1.5C24 37 5.4 7-2 28 5- 9 7- 8 7.9 31/2" 1.5C22 37 4-7 - 1 6- 2 29 5- 0 6-7 6-8 (t~2") 1.5C20 38 5- 5 7- 3 7-4 29 5- 11 7-10 7-11 1.5C18 38 6- 6 8- 6 B- 10 30 7-1 9- 3 9-7 1.5C24 43 5- 1 6- 9 6-10 33 5- 6 7-4 7- 5 1.5C22 43 4- 5 5-10 5- 11 33 4- 9 6-4 6-5 1.5C20 44 5- 2 6-11 7- 0 34 5.8 7-6 7.7 1.5C18 44 6- 2 8.1 8.5 34 6.9 8- 10 9.2 1.5 24 49 4-10 6-5 6-7 38 5- 3 7-1 7-2 1 49 4.2 5-7 5- 8 38 4-7 6-1 6-2 1.SC20 50 4- 11 [: ~:~ 6- 8 38 5.5 7- 3 7-4 50 5- 10 8- 0 39 6- 5 8- 6 8- 9 1.5C24 55 4-8 6- 2 6-4 42 5- 1 6-10 6- 11 5" .1.5C22 55 4.0 5.5 5- 6 42 4-5 5- 11 5- 11 (t=31/2") 1.5C20 56 4- 9 6-4 6- 5 43 5-2 7- 0 7-1 1.5C18 56 5-7 7- 5 7.8 43 6- 2 8- 2 8-5 1.5C24 61 4-6 5- 11 6-1 47 4-11 6-7 6- 8 51/2" 1.5C22 61 3-11 5- 3 5- 3 47 4- 3 5- 8 5- 9 (t~4") 1.5C20 62 4-7 6- 2 6- 3 47 5- 0 6- 9 6-10 1.5G18 63 5.5 7- 2 7- 5 48 6- 0 7-11 8-2 1.5G24 67 4-4 5-9 5- 11 51 4-9 6-4 6- 6 6" 1.5C22 68 3- 9 5.1 5- 1 52 4- 2 5- 6 5-7 (t=4 1/2") 1 .5C20 68 4- 5 5- 11 6- 0 52 4- 10 6.6 6-7 1.5C18 69 5-3 6- 11 7- 2 53 5- 9 7- 8 7-11 . 1.5C24 73 4-2 5-7 5-9 56 4-7 6- 2 6- 3 6 1/2" 1.SC22 74 3- 8 4-11 5- 0 56 4- 0 5- 5 5-5 (t~5") 1 .5C20 74 4.3 5- 9 5-10 57 4- 8 6-4 6- 5 1.5C18 75 5-1 6-8 6- 11 57 5-7 7- 5 7- 8 REINFORCED CONCRETE SLAB ALLOWABLE LOADS Total Su erim d Uniform load s 3 Slab Reinforcement Clear S an ft..in. De th WW.F. As 5.0 5.6 6.0 6.6 6X6.W2.1 XW2.1 0.042- 3112" 6X6-W2.9XW2.9 0.058 t 2" 4X4-W2.9XW2.9 0.087 6X6-W2.1XW2.1 0.042* 4" 6X6-W2.9XW2.9 0.058 t 21/2" 4X4-W2.9XW2.9 0.087 6X6-W2.1 XW2.1 0.042. 4112" 6X6-W2.9XW2.9 0.058- t-3" 4X4-W2.9XW2.9 0.087 6X6-W2.9XW2.9 0.058. S" 4X4-W2.9XW2.9 0.087 t-31/2 4X4-W4.0XW4.0 0.120 6X6-W2.9XW2.9 0.058- 51/2" 4X4-W2.9XW2.9 0.087 t 4" 4X4-W4.0XW4.0 0.120 6X6-W2.9XW2.9 0.058" 6" 4X4-W2.9XW2.9 O.08r t=41/2" 4X4-W4.0XW4.0 0.120 4X4-W2.9XW2.9 O.08r 6112" 4X4-W4.0XW4.0 0.120 '-S 4X4-W5.0XW5.0 0.150 an Condition 7-0 7- 6 8.0 8.6 9.0 NOTES: 1.. As does not meet A.G.I. criterion for temperature and shrinkage. 2. Recommended conform types are based upon S.D.1. criteria and normal weight concrete. 3. Superimposed loads are based upon three span conditions and A.C.\. moment coefficients. 4. Load values for single span and double spans are to be reduced. 5. Superimposed load values in bold type require that mesh be draped. See page 19. 6. Vulcraft's painted or galvanized form deck can be considered as permanent support in most building applications. See page 19. If uncoated form deck is used, deduct the weight of the slab from the allowable superimposed uniform loads. f ~ STRUCTURAL CONSULTANTS INCORPORATED Job Title tz.-"74 c~, I'->+D ~-r Job no. o'l.->~,- Client ~~ "":e:.~1< t!:9 By ~4l\"( ""Date q/1--'l1/i7Z--Sheet '1 of 4 LA-r:~ C::~ t -~~ WIND (,,-~~ f:5>-V A'T. -.I~ ") t>\USS,-^~ ''!> G.c Mr lNl\~t> It-! ~- h.I "bl\>.C<--r..;:IN,. '. ~w.....l) ':; ~o ~+- ~'l.-O ~~ (:z.' l..\!)') / ....,..~ i'~;;:'" ><. ... '!o;, ') 2...- 'o~c, . - ~ e-.~~ ~ hJ l>-lO 1101 "'-'5 b.l2-.!<-"-,.::::o",- " rp '" ~ "'~"f (. z,' l"L",n ,) >< ....,.....0 'Z-;, '-c &..-0 ~ / C> COL.....' ~ C> ~ '2.~'5 ....~... l' eel<- ~\.A..-...........-N -1 E.. ~\.V bl~frG.'(.~..... <~~~ ~ 3400 E. Bayaud, #300, Denver, CO 80209 303/399-5154 FAX 303/333-9501 STRUCTURAL CONSULTANTS INCORPORATED Job Title +"2- i+- G;lol2-'-....~'"t> "'S-r Job no. 0"2.- >02...... Client ~ "l:;,....~.. l::;9-- By ~.te '1/~"'/::>'4,heet b 01 i l"~ ~~ ~\&>.... ~~ u.-....:--r,..:>~ ""Pt>I- "Prl- :; "" '2., ~'\- = .... "', -z.+ ~ .. .... &.c:PO h .. ~,.,-~ 1\'-+ << l+ ~ . ~~ ~ , . "\ -ID -s~y . ID ~ "=> ~"",...t4 J "'-coUA~ ~\,~~ 1.0; ,~ "-- \...........,..6~ 'F~ l...?~ I.-~~' ~ ~~~"''-- 1+""" f'CI'Z- +><-+... I~ I- ....-r~ 'c:::l4.-h.~....-6 oi'-- ~ ~- 3400 E. Bayaud, *300, Denver, CO 80209 303/399-5154 FAX 303/333-9501 To specify your title block on these five lines, use the SETTINGS main menu selection, choose the Printing & Title Block tab, and ent your title block information. IRa....: 550100-----.,,-------- User: KW-Cl602110. Ver 5_5_0, 25-Sep-2001 . (c)1983-2001 ENERCALC Engineering Software Title: Dsgnr: Description: Scope : Description Steel Column I General Information Job# Date: 8:28AM, 26 SEP 02 7/q Page 1 Steel Section TS4X4X1/4 Calculations are designed to AISC 9th Edition ASO and 1997 use Requirements Ecc. for XMX Axis Moments 0,000 in Ecc. for V-Y Axis Moments 0,000 in ...1L ..M... Heiaht 0,320 k 10,000 ft k ft Column Design OK DL= 2,84, LL = 5.24, ST= O.OOk, Ecc. = a.OOOin Live DL + LL DL + ST + (LL if Chosen) 0,2459 0,3791 0.2844 0,0529 0.0815 0,0612 Column Height 10,000 ft End Fixity Pin-Fix Live & Short Term Loads Combined Fy Duration Factor Elastic Modulus X.X Unbraced V-V Unbraced [Loads Axial Load... Dead Load Live Load Short Term Load Point lateral Loads... Along Y-Y (strong axis moments) Along X.X ( Y moments) 2.84 k 5,24 k k ...QL 46,00 ksi 1.333 29,000.00 ksi 10,000 ft 10,000 ft x-x Sidesway : y ~ Y Sidesway : Sway Allowed Sway Allowed Kxx Kyy 2,000 2,000 I I Summary I Section: TS4X4X1/4, Height = 10.00ft, Axial Loads: Unbraced Lengths: X.X = 10,00ft, V.V = 10,00ft Combined Stress Ratios Dead AISC Formula H1 - 1 AISC Formula H1 - 2 AISC Formula H1- 3 0.1333 XX Axis: Fa calc'd per 1.5-2, K"Ur > Cc yy Axis: Fa calc'd per 1.5-21 K'Ur > Cc Ist;esses- - Allowable & Actual Stresses Fa : Allowable fa : Actual Dead 5.94 ksi 0.79 ksi Fb:xx: Allow [F3,1] fb : xx Actual 30,36 ksi 0,00 ksi Fb:yy: Allow [F3,1] fb : yy Actual l Analysis Values F'ex : DL +LL Fey: DL +LL Fex: DL+LL+ST Fey: DL +LL +ST Max X-X Axis Deflection 30,36 ksi 0.00 ksi Live 5.94 ksi 1.46 ksi 30.36 ksi 0.00 ksi 30.36 ksi 0,00 ksi - I DL + LL 5,94 ksi 2.25 ksi DL + Short 7.91 ksi 2.25 ksi 30,36 ksi 0.00 ksi 40.47 ksi 0.00 ksi 30.36 ksi 0,00 ksi 40.47 ksi 0,00 ksi ------~ 1.75 1.75 1,00 1.75 O,OOOft 5,936 psi 5,936 psi 7,913 psi 7.913 psi 0,000 in at Cm:x DL +LL 0.85 Cm:y DL +LL 0.85 Cm:x DL +LL +ST 0,85 Cm:y DL +LL +ST 0.85 0,000 ft Max V-V Axis Deflection Cb:x DL +LL Cb:y DL +LL Cb:x DL +LL +ST Cb:y DL +LL +ST 0,000 in at To specify your title block on these five lines, use the SETTINGS main menu selection, choose the Printing & Title Block tab, and ent your title block information. - Rey: 550100 - User: KW-06021 10, Ver 55.0, 25-Sep-20Q1 ~__ (c)1983-2001 ENERCAlC Engineering Software Title: Dsgnr: Description: Job# Date: 8:28AM, 26 SEP 02 Scope: ~/1 Page 2 Description Steel Column i Section Properties Depth Width Thickness TS4X4X1/4 I 4,00 in 4.000 in 0.250 in Weight Area 12.19 #1ft 3,59 in2 I-xx I.yy S.xx S-yy ,-xx r-yy 6,22 in4 8.22in4 4.110in3 4,110in3 1.513in 1.513in STRUCTURAL CONSULTANTS INCORPORATED Job Title 4-'2- 7+ ~ ST Job no. 02. - 30:... Client ~ ~ By ~Date 1~y",z...sheet 1 Of' A ,., ..e. "Z:~+ ... ~2C> 1=(J.~'h>) " I,e;' , +"1-8 F~c:>'T"",,,, bKt c..~ -~ ~' ~K~~"""""<-,..t.,- ~ .~ ( /1 I ) d +- +."3(,.. .. '0 " +- ,+t~ I fi' " 1-. 'lo'b L . , 01<- ~l I~' ll;> .. (____N b..-r~........ ~ . . ... +z. C>io<-- 3400 E. Bayaud, *300, Denver, CO 80209 303/399-5154 FAX 303/333.9501 DEPARTMENT OF PLANNING AND DEVELOPMENT , BUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) Building Permit Number: 12336 Date: 6/15/2001 Property Owner: Property Address: 4274 GARLAND ST Contractor License No, : Company: OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Phone: 424-8918 Phone: I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable Wheat Ridge ordinances, for work under this permit. (OWNER)(CONTRACTOR) SIGNEr~~ DATE (", fS'- 0 f Total: $579,00 $26.55 $0.00 $1448 $41,03 Construction Value: Permit Fee I Plan Review Fee: Use Tax: Use: Description: 48" SPLIT RAIL IN FRONT AND 6' PRIVACY ALONG NORTH PROPERTY LINE BUILDING DEPARTMENT USE ONLY SIC: Sq. Ft. Approval: Zoning: -- Approval: OM OKAY Approval: Occupancy: Walls: Roof: Stories: Residential Units: Electrical License No : Company: Plumbing License No : Company: Mechanical License No : Company: Expiration Date: Approval: Expiration Date: Approval: Expiration Date: Approval: (4) (5) (6) This permit was issued in accordance with the provisions set forth in yopur application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Code of Wheat Ridge, Colorado or any other applicable ordinances of the City. This permit shall expire if (A) the work authorized is not commenced within sixty (60) days from issue date or (B) the building authorized is suspended or abandoned fOf a period of 120 days. If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes are made or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. No work of any manner shall be done that will change the natural flow of water causing a drainage problem. Contractor shall notify the Building Inspector twenty*four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceediing with successive phases of the job. The issuance of a permit or the approval of drawings and specifications shall not be construed to be a permit for, nor an approval of, any violation of the provisions of the building codes 0 yother ordinance, law, rule or regulation. (1) (2) (3) Chief Buildi "t'h. - ~. .--- -> . " ."- , J."~; .;',:"- Qty of Wheat Ridge Department of Public Works MEMORANDUM TO: Mary Lou Chapla, Permit Coordinator Bob Goebel, Director of Public Works ~ June 14,2001 FROM: DATE: SUBJECT: 4274 Garland Street/Fence in Flood Plain The permit request is for the fences on the Garland Street frontage only. It shall be noted that these fences are not within the 100 year flood plain and therefore do not require a Class I Special Exception to the flood plain. The rear (Garrison Street side) of the property is within the 100 year flood plain and any work which may be proposed in the future in that location is subject to review. DEPARTMENT OF PLANNING AND DEVELOPMENT BUILDING INSPECTION LJNE - 303-234-5933 CITY OF WHEA T RIDGE 7500 WEST 29TH AVENUE WHEA T RIDGE, CO 80215 - (303-235-2855) A'EELICALlON /31<1101-[::'/ J, BI1{~~e .. J/lWCI /., 1(;;17'-1 c,/I,zLA-n./o S7i2L-ET Property Owner: Property Address' CGntrac:cr License No. Company: OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this cermit applica.ion are aCC:,,Jrate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restnctions of record; that all measurements shown, and allegations ."71ade are accurate; that I have read and agree to abide by all conditions printed on this aoplication, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.8.C.) and all other applicable heat Ridge ordinan 5, for wor~ under thiS permit. <2.WNE.5}(CONTRACTOR) SIGNE E ~ -//- 0/ Use I Building Permit Number. (2;S 30 ~ -/1-0/ Date 81<4"-> F0,:20 S~cce 3tX3' 'f;;J '/ - S'? /.? Phone: Construction Vaiue 00 P'2rmlt Fee. Use Tax: Total: Description. tfi"~~Vu.~t / &/~ cfV\~~ ~m.~~ Approval: Zoning: R - ~ l2.uitcr(lX!JllllEJ.mmi:1~ Approval: ~liatlll!P.!l!!'~:;:Qnll~'f:Ll!S"1 Approval: BUILDING DEPARTMENT USE ONLY p~, \X"I\l\~'&'j \" ~. t' . 0f2. Gj;- 0((~/d1 Occupancy: ':'alls I Roor: Stories: Electrical License No : Company: Plumbing License No : Company: Expiration Date: Approval: Expiration Date I Approval: SIC: Mechanical License No : Company: (1) (2) (3) Expiration Date: Approval, This permit was issued in accordance with the provisions set forth in yopur application and is Subject to the laws of the State of Colorado and to the Zoning Re,9ulations and Building Code ofVVheat Ridge, Colorado or any other applicable ordinances of the City. ThIs permit shail expire If (A) the work authonzed IS not commenced Within sixty (60) days from Issue date or (8) the building authorized is suspended or abandoned for a period of 120 days. If this permit expires. a new permit may be acquired for a fee of one-half the amount normally reqUired. provided no c:1anges have been or Will be made in the original plans and specifications and any Suspension or abandonment has not exceeded one (1) year. If Changes are made or if suspension or abandonment exceeds one (1) year. full fees shall be paid for a new permit. No work of any manner shall be done that will change the natural now of water causing a drainage problem. Contractor shall notify the Building Ins~ector twenty-four (24) hours in advance ror all inspec~ions and shall receive written ap~roval on inspection card before ~roceedling WI ccessive phases of the job. " , " . The Issuan of errmt the appro.val of draWings and speofications shall not be construed to be a permit for, nor an approval of, any Violation of the provIsions of the b mg e other ordlnan:e, law, rule or regulation. (4) IS) (6) ~ ~ , \. . ~ 'o~~~ /~, ,~ ~ .,S ,1-, T "n "n . . ~ ,,'v Wv U"t o ..c: ~ C\2 "-... ...-i ,,1-, T J: /.':</~ ~>>>>>> /(';'j~<"<<"';/ AV ... /0~~>> " ;-..:..'_.....~)...~. ,.~l~~...;~;: >:-. " . " '0< '. \: ?~~~~~:s~~~ ~~~~~ /~~>>>~ lZl 0) ........ o ~::c: o s o...~ ........~ 0) 0)'--'" -+-J..q< U) -- 0)"-... ...0 0) ;:j-+-J E-<~ 0... ct:l . ~ct:l ...-i ~ ...-i ...-i ::: ... T"""'I ..q< >< >< ~ ~ 0 ..q<...-i >< >< Co~ .--... .--... 00 ...-iC'J )r "'-"" '-'" ~'" />>'<;>>>^ v^'., ~<(A.,<(A.,<(A.,0 ~~~ '/ ~ -::<7 ~~y ~~~w ~"<0....,,<,(...> ~~ /' Bff/{E/( - '-..13 !?4DFuI2D l? EJ' lOt-rieL F8VCE 1/1 ff{C,eIP.(. Lts f ;n~r2'A"'L LOST 5fu;t- pCJsr.j .. LINSEEo Uli- SCrUws ,$3iR~ 00 90.00 5.0Q . PoSt ~L& D /66612.. Urf3{) 12.. ~ / ZO,OO 2.. 00, () 0 .I)EoWOOP Sp/..-{-! R4-II._ U5!E:D USED ~ 42ao ~ ~ N 4270 / . / , ~~ ~~ ~~~ N- "'_ :::rl.'t" -r...... .... ~ < ,," . y/ . ' .....' 8 . 0 ','.',',c -;::7, '.' .t:.JB- .'''' - ~ <:')~2t -------O~~,C;.. '."'4; :-:.' /0 _. / "> -_=__... ,,'0' "~4.Co A.;.;. 1 ^---~----,._- :-.>~~.- II R-2 II I , I I I >- ~ ',---, c' ----~. " ~ ~ ~ I. I." I 1- ,-.1 (. .'. I I ~ . - . . I" ',",1 t ....1 . - . . . . . --_.,-~---- ..---.- -- R-I EVERETT JUNIOR HI6H III C\ Ul :J 2li) U) ~~G-I J_ CIRCLE i I sue 1___- ~ I , , -1 OFFICIAL ZONING MAP hlHEAT RIDGE COLORADO MAP ADOPTED: June 15, l<gg4 Lo~t Revi=ion: September ICJ, 199b ARTMENT OF PlANNJN6 AND DEVEi..OPt-ENT - 235-2652 ~ / .:: ....F.<f;.:,;s:...:.: ..; ,-. * .<~ '8 ~ N o N . ~ . L...-..-..-.. "'; -' / - -._-- ~ ;/;-::;.::~-::~=~:? ~ ~ ~, I::! "J/.'A' '.'1' ,II, /,;:;/, -',': :1., ;'il ~ II I " II i / / ,,:.,';;' '. \ ill] 1111111 /.' \\ 1111IIIl/i ,//;:_;r\ II \1\ - -J 1111/ I / ,''// / ~ 1\ ~ -:,::,,,.~!fII__~ :~{:.. _~:.:..~.::_ ":-,......4 RI2 11 I ,~ . ~ .~ --, !f:."" .:::l '" '" .it: .; ---- H 3eTH AVE! II 1 f 11'11 " ~ Iii "~ ~~ " < ~ " "fi " ~ ~ " ~ '.' . ) I ~/ ;1 AREA REQUIRIN6 SITE PLAN APPROVAL SH 22 r:--:--.l ~<'>1 IOO-YEAR FLOOD PLAIN '~C_'" (APPROXIMATE LOCATION) - ZONE DISTRICT BOUNDR, - PARCELl LOT BOUNDR, IDESI6NATES OHNERSHIP) - - -- HATER FEATURE . DENOTES MULTIPLE ADDRESSES - """" o :10 JOO XlO !(lO 0100 SCALE 1.:::1400 L: \DRAWINGS\PLANNING\QS\SW22 Garland St. '-Ie ., -,.-~. ,';'['1 '-'P"TYlI.J/ ! F=? L :=1_ 01 N o ~ 6: g I: z~ F'_ :W' "S'kJ''j' HI ('1\ .. 6':. ~ } ~ I ~ .1 Q ~ t ~ "\:l fJj 55 ~ ~ <::> (b ~ ~ ~ ~ N- ~ ~ ,go L ~ b- (""io. ~ ""J , " ...... ...... ~ ~ ~ '" ~ ~ v"8t <::> i;) <::> .....~ ~ ~ >Il ..... ~ ~ J-~~ '"'l N- t-< (b ~ ~ 0.. b- <::> . (""io. (1) N- ~ b (1) ~ ..... C'"Jb CIj '0 OJ a Q., fJj >Il ...... ~ ~ b a CJ) (i "" 0.. ""l "". 0.. ~ I.'" ..... ~ ~ , ;::1. l\;) Q., ~ "' CIj c::, a ..... ~ <::> b ~ ~ -I{,' , ~,{ / i .m~1 -i, -------------ii j i I I I l,' I; f,-,I" I i ! i I 9 t I Garrson st. PERMIT TRACKING FORM ADDRESS L..\.~lLt.. C~B~LR~D ~\ ' DATE SUBMITTED I)," .<::\'0 PERMIT NUMBERBL\loCl. TYPE OF PERMIT \\f'5\.6.C\\\:.~.r~ , CONTRACTOR f\'0v,(..,Jt\'\., t\\'1\l \\\l\,(.,S ' ~r\ PHONE , OWNER \~A!f-F?I ~~J\'\\\=( ,\).. \J PHONE TYPE OF REQUEST' .:::,\-.l$.D _;j,.\-<;C\ REQUIRED CONDITIONS MET PRIOR TO PERMIT APPLICATION 7 YES CONDITIONS OF APPROVAL ~ NO N/A DATE IN \::l..I'<;~ DATE OUT I'd .'ROR fl(, )sr BUILDING DEPARTMENT o ENGINEERING DEPARTMENT )( PLANNING DEPARTMENT . \ do -2, qS PtA G?~It)\)~c\ \)\ll\ci.\~ ~\\ ~\r'()(\ 9\C\\\\ ~0..~.-~ \~\-I= - a.el ()~ \ 4 j, ?-,7... ~.. I - Ci, ~ <'::::>\\\<:' (~L\<G 1P ') o FIRE DEPARTMENT o CITY ARBORIST o POLICE DEPARTMENT o SEWER DISTRICT o WATER DISTRICT o OTHER DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number: BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE Date: 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 8469 2/1/99 Property Owner: Property Address: 4274 GARLAND ST Contractor License No, : 20025 Company: Morgan Buildings & Spas OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Phone: 424-8918 Phone: 467-1111 Construction Value: Permit Fee: Plan Review Fee: Use Tax: I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicab heat Ridge ordinances, for ark under this permit. -L ~ATE:;;J/ -11 Description: ( Total: (OWNER)(CONTRACTOR) SI Use: ORGAN BUILDING-SHED BUILDING DEPARTMENT USE ONLY SIC: APPROVED PER BOA CASE WF 98-02 Sq. Ft.: 448 12/8/98 Approval: Occupancy: Roof: Stories: Residential Units: Walls: Electrical License No : Company: Plumbing License No : Company: Mechanical License No : Company: Expiration Date: Approval: Expiration Date: Approval: Expiration Date: Approval : $5,731,00 $111.25 $0.00 $87,72 $198.97 This permit was issued in accordance with the provisions set forth in yopur application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Code of VVheat Ridge, Colorado or any other applicable ordinances of the City. This permit shall expire if (A) the work authorized is not commenced within sixty (60) days from issue date or (B) the building authorized is suspended or abandoned for a period of 120 days. If this permit expires, a new permit may be acquired for a fee of one.half the amount normally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes are made or if suspension or abandonment exceeds one (1) year, full fees shall be paid (or a new permit. No work of any manner shall be done that will change the natural flow of water causing a drainage problem. Contractor shall notify the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceediing with successive phases of the job. The issuance of a permit or the approval of drawings and specifications shall not be construed to be a permit for, nor an approval of, any violation of the provisions of the building des r any other ordinance, law, rule or regulation. (1) (2) (3) (4) (5) (6) THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number: BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE Date: 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Property Owner: i3R"'~~E'Y J. i3f+i<ErZ JRI'Yl:, Property Address: Lf;:z 7'1 6AlCL#N,o 51: (/U.l2. Contractor License No.: ;2 00 ;;:L S Company: ,/rJtJt80l'1,v J3t.!ri-Dr/V'6,5+ StOr1 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I.. B{2I'1,o,coec Phone:3c3 'i?<(-8''7/,j> 303 'fZI-(fW2? Phone: 303 '-1(.. -, 1,1( I hereby certify that the setback distances proposed by this pennn application are accurate. and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record: that all measurements shown, and allegations made are accurate; that I have read and a~ree to abide by all conditions printed on this application, and that I assume full respons1b.i1ity for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable Wheat R.idge ordinances. for work under this permit. (OWNER)(CONTRACTOR9J7 cI' ~.J/2-?-'1'f? Description: Construction Value: E(7 '3 I. 0 0 Permit Fee: Use Tax: Total: $0.00 Use: (<fS, , ILl x.. 3:;2 (f1D(2GftrJ 13 UU_D/Al b, BUILDING DEPARTMENT USE ONLY Roof: Stories: ~".nOllm~omIl-~. \. Approval: n\\.L. Zoning: R - 2- ~Rl'!)m.GQlDme.n.~ Approval: 6{;.. I ).j &;4> ~ ~~ot~.!l.n:II!!~n~ Approval : Occupancy: Walls: Electrical License No : Company: Plumbing License No : Company: Mechanical License No : Company: Expiration Date: Approval: Expiration Date : Approval: Expiration Date: Approval : (1) This pennit was Issued In aCCClfdance with the provisions set forth In yopur application and Is subject to the laws of the State of Colorado and to the Zoning Regulations and Buildi"9. Code of VJheat Rklge. Colorado or any other applicable ordinances of the City. (2) This permit shall expire If (A) the WOt'k authorized Is not commenced within sixty (60) days from issue date OC' (8) the building authoriZed is suspended Of abandoned for a period of 120 da):'s. . (3) If this pennit expires. a ~ permit may be acquired for a fee of one-half the amount normally required. provided no changes have been or will be made in the original plans and specifications and any suspension or abai'ldonment has not exceeded one (1) year. If changes are made or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. (4) No work of any manner shall be done that will eIlange the natural now of waler causing a drainage problem. (5) Contractor Shall notify the Building Inspector twenty.four (24) hours in advance for all inspections and shall receive written approval on inspection card befc)(8 -.. proceediing with successive phases of the }ob. '(6) The issuance of a permit or the approval of drawlngs and speciflC8tions shall not be construed to be a permit fC)(, nor an approval of. any vfoIation of the provisions of the buikiing codes 'I ther ordinance. law. rule or regulation. ' Chief Building Inspe r For Mayor THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION Building Permit Number: Date:. ),.; . . r"p : 4274 Garland Street '.'~~::: Phone: 424-8918 PhOne : /', ,,),. ofliNi)ERsTANOING ANO 'AGReEMENt'.,. ..' 'eq..lt.,uGUi:lI ,;....._.. " .'."": :\.,:"';".' ,;" ,:- ,;.':.',' , '; .-' ,," :' :;,> -t::::.", ""'~""_~" . 1IlIs pennlI8IIP1lca\IOiI..-1CCUI1Ile. . PermIt Fee : ~ .~~~<< . lIIe:~~ Ptan ReYlewFee' "Ql,~~.lIdi :.',,' '" ." ". " ..'1:!:t....T=.ilio. ..useT~.. , . , '- - , , i7-' '_~ "'j" DAT!; .USlt: .. t".. "1 '1';' ,00 '. $45.00 .' $0.00 .. : :' '$$6.50 !0' i -;,.r: ,I ,~';' ',.<;. ',,' $81.50 , "',-,' , :> :,,', ~~~. . "" -,,:'" ,:; ,',~ ". " ,". " , ' ; .\ ,.:.,! , . Cha~ QUt seivite from llXtSling to 40 breaker panel , , -., "1,'" , BUILDING DEPARTMENT use ONlY . .' .' -..' , . ':?,~~;;o&: .. '~'~~;-:~,. ,{, I~, H' _ J"'~ '", "" ",,'~", .,.' _" "",-fC' -,'., ,';t. .,,,"c" ,_'.." , i SIC: Sq.Ft : ;' ''',-:":t.D<'~~::_''~~'.~\'?:l~.; " ,>, ~.: wans: ROOf: Slorle$ : ReSidential. Units : . -"',:" Plumbing Lic;ense No : Company : ~UcenseNo: . " .- .. i"'^",-, . """'"'~.":' ele.Ji_l_No : ~:" ~~.Date: .' ElcpitliltIon Date : .................. '""fo!'pr~" :.. 10 ~~.~~'!:ci::::::-:~=IO-:~"": (3}:' ~:t::'":I:.~"'not"':r~~<'='C""'~,~.":":i:-:-"'= ~ · r;=.,,;:.w:m~1"t.:;~......1IlII:.Il8JllllllVll"'.~__ (rL"'~ .-:~,.._nOt""_IDb8';l*\lIIIl.r. "'''--'CIf. ooy"-';'orlllepoMlons ~~"~'" . ',' . ....1:H8c~.,..v~;~~,.=J~~To..,.,rrscTORANOMA'iqR ",: ' , ,,' ,',' , " "'.'-" \ -'';e'', : ',';.,i DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number: BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE Date' ~ Q, cl i7 7500 WEST 29TH AVENUE . tJ'o. - (- ; WHEAT RIDGE, CO 80215 fJll.40cE. '1 J. 13f; ~f2- Property Owner: ,"TJ. N~~ L /.l '" 0 _ . v"~' . 'JNfI ,...Ot<.o Property Address: If ;27'1 C; n-e<.ANO S I W 12 . Co J'oo 3>> Phone: 3b ,5 '-f Z If J'7/ II Contractor License No. : Company: Phone: OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Construction Value: Permit Fee: ~4Uo.O 45.00 I hereby certify that the setback distances proposed by this permit application are accurate. and do not vi.olate applicable ordinances. rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable Wheat Ridge ordinances, for work under this permit. (OWNER)(CONTRACTOR) S'7,JX ~:!Ja~ DATE;Z -9- 'If Use Tax: Total: $0.00 Use: 'Jlm)~~"lllt1Jlltl SIC: Sq. Ft.: Approval: Zoning: !;lJJ.JRI!!!gJ.l)Qrnm"!!lll$.iJ Approval: . .~.\ . l,;f>~l.ill.uWt[J: Approval: Occupancy: Walls: Roof: Stories: Residential Units: Electrical License No : Company: Plumbing License No : Company: Mechanical License No : Company: Expiration Date: Approval: Expiration Date: Approval : Expiration Date: Approval : (1) This permit was Issued in accordance with the provisions set forth In yapur application and is subject to the laws of the Stale of Colorado and to the Zoning Regulations and Bulldin9. Code of \Nheat Ridge. Colorado or any other applicable ordinances of the City. (2). This permit shall expire If (A) the work authorized Is not commenced within sixty (60) days from issue date or (8) the building authorized is suspended or abandoned for a period of 120 days. . (3) If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required. provided no changes have been or will be made in the original ptans and specifICations and any suspension or abandonment has not exceeded one (1) year. If changes are made or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit (4sl No work of any manner shall be done that will change the natural flow of ~ter causing a drainage problem, { Contractor shall notify the Building Inspector twenty-four (24) hours In advance for all inspections and shall receive written approval on Inspection card before proceedilng with successive phases of the/'Ob, (6) The issuance of 8 permit or the approval 0 drawings and specifications shall not be construed to be a permit for, nor an approval of. any violation of the provisions of the buJldlng codes or any other ordinance, law, rule or regulation. Chief Building Inspector For Mayor THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION I ___JlL~~ o o I:> <D 1- " ~ ;;; <h i} I:> I' I:> ~ . <h . ~ ZIl/>>I!l! J> Z ~ ", :E z ~ 0 Ul I 0 ", '" :z: :E -!;: ", Ul ;;0 ... ", ::E ", ;;0 J2' "'" N. .l " -- 30~ .~v:r W l" ~ <oJ " '" ~ Ji . " N ~ , ': . -10 15/16' I '" a 09/23/96 ._._-----------~_...._. 13:35 CORNERSTONE BCU1DARY CONSUL TFl-ITS hot' 001 IMPHOVI~MI~NTLOCA.rI'IbN CEHTJll'ICA'I;J~ ; 427.f ..QAhJ1\Npi Sl'lUUE1' :WItEA'l'ldlHUJ:,: 'jObLQHAt>O ;" -',',-. ".' ,":':"':.'-',:-": ),'..:'.:' .-::': 'J ~l,:j!! .\ I I I I , , ;j I I I ~' I. i) ,,!f ! ,-. \ J I I I ~' I ~ \ ~ I !j ~~ ~ lb.. SURVEYOR'S ctRllr1CAlION: 'I b" : 5 "'tl'~,\lILL WKU^,.'< ER.." RrOISTtRED PROrESSION^L ,lAND. .SUIlVEYOR III · v, . , 11"!i IIlE STIITE'Oi CQI.QMDO, 1![/lEUY CE/lWY lIW ,litiS IMPROVEMtNT 'I ~ ...... r, J.OCA11ION. CF. 1lrrAlt WAS Pl'IEPMEo rOR AuSTill MoRTOAOE, II 'mIAT r IS N 1 tN'lO sUnvEYpLAT OR IMPROVEMENT SuRVEY PUlT ^ND II f lI1ATILIS N L 0, at RELIED VPON FOR lllE EslilBLlSI1MENI or rENCE, ,I '; I ' UUILQINO OflOJltER rVlullE It.4pllOVEMEIlTS, I rulllUm CtrlTlry 1IlAT 'V!' , -1IlEJt,4PfWVEt.4ttlT$Oll l.tlE IIBOVE I>tScnlDW PII/lCE~, ON to SEPltMOER, i ' II 1996 :(XCEPl lJl1ll1YCONNEC110flS AilE ENTIRELY WIIIIIN IIIE I CO"aRm w^'" 1l0VNDAIl/!;$ ,or litE PARCEL EXCEl' I AS S~IOWN, TltAl TIIEIlE M. E NO I II HICROAO IMENjS UpOI~ lilt OESCRlUr;o pllt.lI~ES. EXCEPT AS INDICA1ED. I ~ ~1 "",,,nt,, I'^O - - '-. IJ AND ,TfIAT THE !E .15 NO API'IIRENT F.VI. DENc OR S'.ON or ANY UlSEMElo/T ~ " XC:' "j;' CROSSINO OR DUROENINO ^N~ PMT Df SAIIl PIIRCH ExeEPl liS NOlED. ,'It;. tJQ //1\~ T~.' '." 1 11. liS It.4PROV,E..M.tN.' l.OCIIlIO.N CERlIrICAlE WII S PREPMEollj CONfOHMN1CE . .0 . ,._ /./ _ ' - - ,WITIl lllAT mIL oOl,lMllMENT I~$UED BY flllSl MlEIlICAN IIERIlIIOE ; '1M ~ ' sr"%{ If.~[L b" 1I1~t COMPANY. NUMDEI\EO J^l1D37B96, DillED 211 AVOUS1, 1996 AND IS ',Ii :..._ "v.~:1i" a 1\~'f. f1lji'~J'OC~ ,. SUBJECl TO ALL RESTRICTIONS AND I\!:OUIHWEN1S lllEllEOf, 1 ~ - - - ~ P, SURVl;YO/l'$ NOTES: !a ._ 11' f h 1. 11116 Imr.'.ovtlmont lo.eOllon CorUflclJle does nol constltuto 0 i~ '" II ~ " 11\1. .".,eh by Ihl. .vrv.yor of Ih. prop.rly ohowIl ,"d 1 .. dG$()rlbe~ .hereon to. \1et$rmlJ1~; il I I 'Ie O.lmohlp 01 ,11.1' b.el of lond, I II 9.. CoMI>.llbllily 01 Ihlo lroe! .nh Iho.o of OdIOI"Cfs. II b, ttiQ ,ts-of-waYI eCneITl8n"~1 ond encum(lroncn of record . ,oHeetlno thlll: porcel. 2. 1hl, 1ff1,,(ovem~t'tt local/on CerUflcote onl;f the InrotmoUon ~hbwl\ h'~reon MOY hot be vlI_~d IQr (my od41Uonol or ~xtC,lhdod pUIPo.~ 'b,oyond Ihol lor whloh It WOD IIlI.M.d .n~ mol' nol b. uD~1 "t .ny porll.. olhor 'hon Iho.. l~ "'hleh II I. "oillll.d,' . J. Ooed Un~e: d(lte~tnlt\(l:d 1,)' monl.lmon\(tUon ehown horoon. 01. 1hlB8lrlloturet on \hls poroel lIes Qu'sldfl Df \f.lft 100 yeor flood Moln pe' r.l,R,t.4 CommuIllly l>on.1 No, OB~079 OOO~ C. doled 4; r.bruory, 1~1I1I. " hI \ GARLAND S'l'm~J~'l' 50; RIGln-Or~I'IAY 8' lEGAL fI('schlpIION: lIIE SOUIII 1/2 Dr lOT ill, ^NO ll1E S(I~ff 1(2 br ~OT 19, IW'I'VVAU.EY . Oil DENS. COUNlY OF JErFtRSoN, .. SIll QF CoLOlII\[lD. A$ nECORDEDIN Nill aODK 6, PME 26. ~ () ~-:,. NO) '-...~ ~E-< (/)0 H I i ~ I" Po . ~ ! Vi I j:i ~ ~ 011. H 11 'I ----.79.8' 8' {;O. RlGIIl.Of-WM GAHHISON S'l'mm'l'. Wi ' - ~'" ........-_. j '( , \ 4~ SCALl~ o ~O 60 :'" _,"_..\..........----1 1 inoh = 40 fe'el , .._____.......\'.._._.m_____m.."'... .._"________..",,.._._, .....____.-'-____.. __.. , . I BAKER #9621288 RECEPTION NO. F0346697 6.00 230 RECORDED IN JEFFC~SON COUNTY, COLORADO ... o ;..> ,:: '" ... on 4--< o Q) ~ '" ,:: ;..> u Q) ... ... o u o ;..> '" Q) '" ... o u Q) ... l Q) ... PG: ir.> December 12, 1996 .~_.___.._._. Bradley Jay Baker Janet Leigh flI',W/ JlradLarcl Grantor (Borrov..'cr) 0001-001 12/19/96 7:30:00 Date = "",,"' C".'t t;'1 ...... Fix::stBank of Wheat IQdge. N.A,. Original Beneficiary (l.ender) Jefferson ('ounty of Recording Reception and/or Film Nos. of Recorded Deed of Trust \\,'"r:'JPr:(~()pnFT~PT rT'p'lTn Jefferson County (The Public Trustee to which the above Deed of Trust conveys the said property.) Please execute this release. as the indebtedness secured by the Tked of Trust has been fully or partially paid and/or the purpose of the Deed of Trust has been fully satisfied. Signature The foregoing request for release was acknowledged hefore me on December 12. 1996 (date) by' Me] i SR;;I E. Reed. ARRi stant C:u;hi er Witness My Hand and Seal for _FirstRank of Wheat Rid..e. N.A. ~~ J 1 22 10'99 . .- . - ~,,,,p"h!7 -".!UY~ "-L____._ Dale CommlSSloo Expire ~ WHEREAS, the above referenced Grantor(s), by Deed of Trust, conveyed certain real property described in said Deed of Trust to the Public Trustee of the County referenced above, in the State ofCnlorado, to be held in trust to secure the payment of the indebtedness referred to therein; and WHERE^S, the indebtedness secured by the Deed of Trust has been fully or partially paid and/or the purpose of the Deed of Trust has been fully satisifed as set forth in the written request of the current owner and holder of tile said indebtedness. NOW THEREFORE, in consideration of the premises and the payment of the statutory sum. receipt of which is herehy acknowl- edged. I. as the Public Trustee in the County first referenced -above, do hereby remise, release and quitclaim unto the present owner or owners of said rcal property. and unto the heirs, successors and assigns of such owner or owners forever. all the right, title and interest which I have under and by virtue ofthe aforesaid Deed of Trust in the real estate described therein. to have and to hold the same. with all the privileges aild appurtenances thereunto belonging forever; and further f do hereby fully and absolutely release, cancel and forever discharge said Deed ofTrust. \J - .~- ,~-~ . 'uhl li- tee f)!:'PlIt}: rublic Trn~l!:'e I!UTH HUGHES STATE OF COLORADO MY COMMISSION EXPIliES .lUll" 23, 199n Witness My Hand and Seal [UxJ NotaryPublie OC.t.oJl.llJ:_22~~___. Datt' of Deed or Trust No. 904. Rel'. 6-92. (REQUEST FOR) (RELEASE) 01<' DEED OF TRUST@ Bradford Publishing. 1743 Wazee 51.. Denver. CO R0202 __ (3(}3) 292-2S00_ 5-% Jk~ober 29~~96 Recording Date of Deed of Trust JillJ2190J Reeeplioo No. f'ilm No 0001-005 Book and Page of Deed ofTrusl Book Nn, l'a~eN(), TO THE PUBliC TRUSTEE OF FirstBank.of Wheat Rid~e, N.A. Current Owner and !lolder of the Indebtedness Secured by Deed of Trust (Lender) 'Melissa E. Reed, Assistant Cashier Nam,e and Title of Agenl or Officer of Current Owner and Ilolder Signature State or Colorado, County of Jefferson RELEASE OF DEED OF TRUST by State of Colorado, Couoty ofJEFFER30N .....~+"""';..~ ,~...".\~!l_Y.~~.'C;.'.J \/."'" \, l Pu~.~\~ .-~~, ;;':OF'r.~~~~Y ___,,".,-~~.o.:.-;T The roregoing ins"r~~ ~~s&ck~~ged before me on -. HE~~(date)bY -.." ~______ as the ---.lEf'FEffi\ON--- Public 'hustee of - -- County. Colorado. Date Commission Expires ~tL .Ifappli[~ble. insert till!:' of agent or officer aod name of current owner and holder. Original Note and Deed of Trust Returned to: Received by I~J \-1 ru ;lJ ....fTI ....0 fTI 1:1 -l ~ ;lJO fTlZ o OZ ;lJ0 0. fTI 0'" o ~W Z(lo U1 c.. >- fTlOJ .,,~ ." fTI ;lJ UJ o Z o O. 00 CO Z -l -< o o r o ;lJ D o o 1:1 GJ o o ....0 ,.... WI ....0 ,0 ..0.... -..) .... W ~ (lo ~ ru ~~\Gl\~~ \.,\.....,w.''1'..~~.".,'''''''''''"~,w''''''~_''''''''''''''~''''''~,.~__~~!~'''~~d. ;~.,.:tl_ g=~~~:'sENT Building Pennit Number: 4140 . . T~E Date: 11/1/96 7 . ftTK AVENUE "~.~~.15 ;,',', ";~7Ji":~~":' ).. .,':~rJ:~'L,J;; .. ",-:'i/ ~:;'>,,:_t.',:;/,:;, 'i;f:j:l':j~{r,i<", ~0Wnet: ,.c.".:'.'....... ',', ,';'c.___,..,:. Propelty~: 4274 GARLAND ST Phone: 424-8918 Conll:aCtQt 1.iCen., No. : 19269 ColllJl8llY : Allbright Healing & Plumbing Phone: 238 9209 Description : IN$TAL.tAV?r:~ ,~r;~, R, SE~'1CE WttDING DePARTMEN Sq. Ft.: App.eval: Ocoupancy : . W811s : Roof: Stories: Residential UnllS : " '-',.;:', ..,....'.C.>..;:..... >. .;.,., ",'.',.... E~Uce*No: ~y: Expitallon Dat&: ~: Plumbing License No : Company: Mechanicallkleilse No : Company: Expiration Date : ,Approval: . expiration Date : Approv!ll: . m (I) , ._!Nl~..l!lItl>fn== and III oubioottothe... CIl1l1e.' " or_a ilnlllov..ZOnInv ,C<lllllOdOOI'*,!,_ _ortheCllr, . := llllfOt....'....lCOd Ibclr (80)"'" """'_ _or (8) tI1e bulIdIllgaull_1o .....ldod 01' , bI~-"".,..orOllO-/lalltl1e_l1OI'In01Iy roquIred. _no~_..~:I..~."'In1l1e _~..._._....not__(1)yeor. lfcll8nllMiIe'-",. . ",~*,","A blilolI\I --- ..___ _....._u.._ _ orwalorcaualllg_dn11n8g probJom, lIiIIII'i......(24)_In_Ior..lnIpOC:IlQnaand___IpIIlOll!II....~conI_ _~:-~ and opecIIIooIorlB _not blconalnIod to be. ponnIllor, _on """"""" CIl. OIly ~ CIl1l1eplOlllolono . loW, ....01'__. . lef BiIItdlI19,~ TtQ PERMn:VAUI> Ql!II. Y WHIK SIGNeD BY THE CHIEF BUILDING INSpecTOR AHOMA YOR . '. CALL: 234-033 24 HOURS PRIOR TO INSPEC110N DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number: BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE Date: 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Property Owner l3;efl tJ 1311 K l:R. Property Address: 'I ;;l'7'1 G-1'1,.eL.finJD Contractor License No. : Company: Phone t(;z.?" ~ ?~ I f?' Phone: OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Construction Value: :l SO O. Permit Fee: Plan Review Fee: Use Tax: I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable Wheat Ridge ordinances, for work und r this permit. (OWNER)(CONTRACTOR) SIGNE~ Description: Total: ~~~~(~ BUILDING DEPARTMENT USE ONLY Z,ollinll"Comlfi.~n~ Approval: Zoning: Bl!iRlli):g~ommeij!:S;; Approval: palillGl.w.-o~~~mm'8!i~ Approval: Occupancy: Walls: SIC: Sq. Fl. : Roof: Stories: Residential Units: Electrical License No : Company: Plumbing License No : Mechanical license No : Company: IILL- 13ft IG-IIT 1f1't-'9- Company: /JU1~ Expiration Date: Approval: Expiration Date: Approval: RI t~ljnji!i\~Jmt_ Expiration Date: Approval: III 1fI!l!fS]ij~~a!(f.il_ lIII l!l!alfs)Jl!OO!Jl:!l!_ (4) (5) (6) This permit was issued in accordance with the provisions set forth in yopur application and is SUbject to the laws of the State of Colorado and to the Zoning Regulations and Building Code of Wheat Rid~e. Colorado Of any other applicable ordinances of the City This permit shall expire If (Al the work authonzed is not commenced within sixty (60) days from issue date or (B) the building authorized is suspended or abandoned, for a period of 120 days. If this permit expires. a new permit may be acquired for a fee of one-half the amount normally required. provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes are made or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permIt. No worK of any manner shall be done that will change the natural flow of water causing a drainage problem. Contractor shall notify the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceediing with successive phases of the Job. The issuance of a permit or the approval of drawings and specifications shall not be construed to be a permit for, nor an approval of. any violation of the provisions of the building codes or any other ordinance. law, rule or regulation. (1) (2) (3) Chief Building Inspector For Mayor THIS PERMIT VALID ONLY WHEN SIGNED BYTHE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION