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HomeMy WebLinkAboutApplication - Permit· · Garfield Counry I NO. 10354 Building & Sanitation Department 108 g" Street, Suite #401 Glenwood Springs, Co. 81601 Office· 945-8212 Inspection Line· 384-5003 lobAddre ss f3~ C ~~ 301 ?Cv.u)i; f:/63( Nature of Work ~ ~ Vo 7-/II -oo -o 17 Contractor ~~~~----------=---- AmountofPerrnit$ 3QQ9, ~7 Date 3·21•~] clertA.1.u GARFIELD COUNTY BUILD I NG PERMIT APPL I CAT I ON 108 8 '" Stree t . S u ite 401 . Glenwood Springs, CO 81601 P houe: 970·9'15·8212 I Fax: 970·38 4-34 70 /Inspection Line: 970-384-5003 Permit N•J: --~_3?_:1___ _ Parcei /Sched:J i e N o:;;). 4 (} 7 / I I () 0 0 J 7 __ L10 ':1/Pi_._q_· ~c o .~J.~rt.. A d .~3 7-o~l -----'-~....!<U."-l.C....::.o..'-..:..--;::;-c-;--;-_ ~6::-'--/_b -":3:-;'=5"-------- Lut N o: Bloc k No: Subd. I Exemption : .'PI: tc;A"!1 i '. :\'\'D ~~,, ,\,. ·;-nF 'f /\ ... '. ~ ""! '· : '·-·;=::..;~ .. )~' .• '). •t..:" ~_;~· •• \.LL P.~:lV!S .OX :" ·.t ... \;;·!--(iC\'::K·~~ .. :-·n ~;;~ :· .. ·. 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'd\.i 11 Fr• T(l:\1\~ R!-:\'iE I\-r;li BY THE BtllLDll\(, J>t.:PA'~~I EI\'i'. li\ CCI.~~.Ii..t:f<'•l'oU :II ,"::: ::.-•. ;:;:~.C • ; , , • .'' •· .. : li.'; ..•. :..:. ·,,;;;: 1 i C:..!:J W -·~·I EI::S 10 ('0o\1PLY -.1~TH AJ.L BlllLDINC> :OD?:S A.J'\D I <;;l) ~Jsr: i!ECi uio~\110~::--,\j;~li ·::;i.J ::·· c ·.;.;, 1~ ..• ~ -...... ~ "! •: ;, I !~. ~"'--: ., v •,r "'fl !QJ ..!'!Y ~il\' s : U'~ :.o.~t .. 2Ql ('RS 1\.S J\!\IE NDED. n IE SIGNJ~H Fla'n !E ~ 1 1oG!;.:: :':!) 11 1AT If' TII Z .'\!!!!1".' .~.:.~;· · •,;! ·'' .\\.':'' ·• ;:: ·.r•. ·: .. : , .. 'l,.i~'.L .. !' •·:;.{ l ' ·-;u: 1. '('IAT:<tS-F.<l':Cl'IOI(. CONSTRUC110!1:. A'ID !ISE OFT.~E JJV.lVf~ '~!:S~:~~J f-,,·:11 :-. ·· . .l•."T: ,.--. '!":-< •:t..:"S'::-· !!\'" ·~J. ,:_···.·,t O:'-~'. t:-•:, .. •TJ ~:!: •:r-~C •M T r;r.; C '1U ;~ !Y A~l> THAT T H EI'\ AI\0 TII F:K.E r:· S ll/ .. L~ fH:.:CO~.~ ;.: !\Pi.L tV ,D '.' l iu Yl "· !O:··i''Jl' •: •.:·!' • :-~_1:\;: ~· '· <" r: ·: "• · .. :· 'o ''"•".JFI( 'K'm:~; .'\.':u OTIIER DATA SHALL 1\0T PRJ::\'EI:i"TII ~: FIIJ!i .;Jt:\':; 0iTI::L1L ?l{(lf\: 7l tt:;-:··-.. \·~·r ·.:P f :..:-.~·.;~. 1 .•:··: "i"!·::. :~·. ~r,!-.. :('"'! !.J ' '· -!.'i<l.-:• ,1_l \ H ·;\(:·.:"'I. ... ','! .. '. c.I~~CJFI C ATIOi\S J\."iD OTHER DATA OR FRo~· f-o ,1'!~ ,JUPIS!J 'C'I •~'\ ~ .. t: '<,;,-·!>. c,,: :'.'l :•.-: iT· .. l . '.·v.:, :\.':!. S !",·;·lf'l ':' \"!'1 (~•;c . .\"-.[) !N S PEf:TlONS CONDUCTED' :\!\ .\(;"Bt'TAI\C:: :,;· :1 ·I· r·::.'.::· l'''>in! ;•--'> t .i: ' .. .'l r::.J (,·.·: <1 '.' ~· \.{d i : _I) c nt :'\-r·· !· _,·;. ~HRCJRS. OMISSI O ' I{ DISC.HJ:PZI\C I I::S. THL: H:. no .. ._: !3ll.l :'~· FO:·· Tl 1..:> .. , : ·:~~: •• \i•'!> -~,\J-' .. 2:!.:!'', ·:;; .~ ·• :,I.J': "", .'< "''' 1 :;x::: J~: f<.E~;n; ,;·•::CIFICLIU.LY \VITI~ I E ARTICTECT. llZS:GN(,CR. BU I !..!L'.:' Aj\jU L'\\'"r:Ei\. COhlil-,1.~'·:-_; iu:::: r:·i :-"•\i;! f ·;~ !i " C )\''~:."·\ .. ,"!': : •. ·:r1 1:~ :;:_iPPUI~T 0 :0 TiiC CPNN E HS T ERF.ST. ~ d} \ \ f'....tfil>..1 '1 '[11 ' f ., ...... ,.!. '.JJJfiQ .' \1" ., ' "'l '''")'"!"'[•• ') 'f'l •. \('f'""'" 'l'ABOVE ll NI1 'l AJ ) tJ J)), rd'fP ~5 ~CJ ''·,~·~+l~lti .-........ ,., ...... .· .. 1 ""~: .. · JO .:j-r-----·- [_..h#-as$P 1 -~-07 The following items are required by Garfield County for a final inspection: 1. A f in a l Elec tri c al In specti o n from the Colora do State Electrica l In spector ; 2. Perm anent address as signed by Garfield County Buildin g De partm ent pos ted whe re readil y vis ibl e fr om access road; 3. A fini shed roof, a lockabl e house, co mpl e te exteri or s iding , ex teri or doors and window s in s talled , a co mplete kitchen with c abinet s, a sink with hot & cold runnin g water, non-abso rb e nt kitch e n fl oor co vering s, co unter to ps and fini shed wall s, rea dy for stove and refrigerator , a ll nece ssa ry plumbin g; · 4. All bathroo ms mu st be co mp lete, with washb ow l, tub or s how er, toil et stool, hot and co ld runnin g wa ter , non-abso rb e nt fl oors and wall s fini s hed and a priv acy doo r; 5. All ste p ~ ou cside or in side over three (3) step s mu st have handrail s , guard ra il s on balc oni es or deck s o ver 30" high con struc ted to all me and IRC requirem ent s; 6. Out sid e gra din g done to where water will detour aw ay from th e buildin g; 7. E xcept io ns to th e o uts id e steps, decks .and g radin g may be mad e up o n the de mon s trati o n of ex te nu atin g c ir cum stan ces, i .e,. weath er, but a Certifi cate of Occup ancy will not be iss ued until all th e required item s are co mpl eted and a final in s pe cti o n made ; 8. A f in al in:;pcr:-t i•)n s igJ1 off~ .... )' t:·:f· Garfiel d Cou nt y Road & Bti dge Departm e nt for dri veway in st;dla tion. whe re appli c::b!e; ~:; w::ii ~.·a n ); fin al .s ign o.ff by th e Fire Di s tri ct, and/o r State Age n c i e~ whe re upplicab!t. · · · · · 9 . If yo u will be co nn ec ti ng to a. pub li c wat e r a n ~l/o r sewer syste m , pr oof of the tap fees have bee n paid and the co nn ectio ns in specte d by th e service p r ovid er prior to iss uance of a C.O. A CERTIFICATE OF O CCUPANCY WILL NOT BE ISSUED UNTIL ALL THE ABOVE ITEMS HAVE BEE N COMPLEt e D . ****A CERTIFICATE OF O CCUPANC Y M Ay. TAKE UP TO 5 BUSINESS DAYS TO BE PROCESSED AND ISSUED . '~***CA~N O T OCCUPY O R US E DWELLING UNTIL A CERTIFICATE OF O C CUPAN C Y (C.O.J I S I SSUED. OCCUP AN C Y OR USE OF DWELLING WITHOUT A C.O. WILL flE C O NSIDERE D AN ILLEGAL OCC UPANCY AND MAY BE GROUNDS FOR VAC ATI"~G PREMJSE~; UNTIL ABOVE CONDITIONS ARE MET. I un der sta nd and agree to ab ide by the ab lwe co nditi o ns fo r occ upan cy, use and th e iss ua nce of a Ce tt if ica te of Occupa ncy for the dwe llin g und er buildin g p ermit !f /b 2>5 <-f Si gna t ure Bpappli cat ionocto ber2006 Date VALUATION/FEE DETERMINATION Finished Livable Area : 0 Main fL a S Upper 6-o z Lower J «-' 4C{ Other Basement: Total Square Feet Valuation Unfinished Conversion of Unfinished to Finished Plan Check Fee for Conversion V alu ation Garage: Valuation 8Cu 1 v I b :: Crawl Sgace: Valuation Decks/Patios: Covered Valuation Open Valuation .3 52~ l l :::: Total Valuation Subdivision Lot/Block Contractor O W VI ~ -2 J'G 0 /~, 52 I ·ro J-A q I '231, 1 9 Z..~2 GARFIELD COUNTY BUILDING AND PLANNING 970-945-8212 MINIMUM APPLICATION REQUIREMENTS For SINGLE FAMILY DWELLING CONSTRUCTION Including NEW CONSTRUCTION ADDITIONS ALTERATIONS And MOVED BUILDINGS In order to understand the scope of the work intended under a permit application and expedite the issuance of a permit it is important that complete information be provided. When reviewing a plan and it's discovered that required information has not been provided by the applicant, this will result in the delay of the permit issuance and in proceeding with building construction. The owner or contractor shall be required to provide this information before the plan review can proceed. Other plans that are in line for review may be given attention before the new information may be reviewed after it has been provided to the Building Department. Please review this document to determine if you have enough information to design your project and provide adequate information to facilitate a plan review. Also, please consider using a design professional for assistance in your design and a construction professional for construction of your project. Any project with more than ten (10) occupants requires the plans to be sealed by a Colorado Registered Design Professional. To provide for a more understandable plan in order to determine compliance with the building, plumbing and mechanical codes, applicants are requested to review the following checklist prior to and during design. Applicants are required to indicate appropriately and to submit the completed checklist at time of appljcation for a permit. Plans to be included for a Building Permit, must be on drafting paper at least 18"x24" and drawn to scale. Plans must include a floor plan, a concrete footing and foundation plan, elevations all sides with I decks, balcony, steps, hand rails and guard rails, windows and doors, including the finish grade line and original grade. A section showing in detail, from the bottom of the footing to the top of the roof, including re-bar, anchor bolts, pressure treated plates, floor joists, wall studs and spacing, insulation, sheeting, house-rap, (which is required), siding or any approved building material. Engineered foundations may be required. A window schedule. A door schedule. A floor framing plan, a roof framing plan, roof must be · designed to withstand a 40 pound per square foot up to 7,000 feet in elevation, a 90 M.P.H. wind speed, wind exposure B or C, and a 36 inch frost depth. All sheets to be identified by number and indexed. All of the above requirements must be met or your plans will be returned. All plans submitted must be incompliance with the 2003 IRC. 1. 2. 3. 4. Is a site plan included that identifies the location of the proposed structure or addition and distances to the property lines from each comer of the proposed structure( s) prepared by a liwsed suryeyor and has the surveyors signature and professional stamp on the drawing? Properties with slopes of 30% or greater must be shown on the site plan. '(NOTE Section: 106.2) Any site plan for the placement of any portion of a structure within 50 ft. of a property line and not within a previously surveyed building envelope on a subdivision final plat shall be prepared by a licensed surveyor and have the surveyor's signature and professional stamp on the drawing. Any structure to be built within a building envelope of a lot shown on a recorded subdivision plat shall include a copy of the building envelope as it is shown on the final plat with the proposed structure located within the envelope. Yes ___ _ Does the site plan also include any other buildings on the property, setback easements and utility easements? Please refer to Section 5.05.03 in the Garfield County Zoning Resolution if the property you are applying for a building permit on is located on a comer lot. Special setbacks do apply. Yes )ieS Does the site plan include when applicable the location of the J.S.D.S. (Individual Sewage Disposal System) and the distances to the property lines, wells (on subject property and adjacenLerties), streams or water courses? Yes l Does the site plan indicate the location and direction of the County or private road accessing the property? 2 5. 7. 8. 9. 10. ll. 12. Y es_y-1---Lr--'S:2.__ Are you aware that prior to submittal of a building permit application you are required to show proof of a driveway access permit or obtain a statement from the Garfield County Road & Bridge Department stating one is not necessary? You can contact the Road & Bridge Department at 625-8601. Yes y A&&-<.<Ar-c-6 lAv ~~"() ~6 71-Uv()_.--- Do the plans include a foundation plan indicating the size, location and spacing of all reinforcing steel in accordance with the IRC or per stamped engineered design? Yes ~~)~ Do the plans indicate the location and size of ventilation openings for under floor crawl spaces an7d the clearances required between wood and earth? Yes N -A I . Do the plans indicate the size and location of ventilation openings for the attic, roof joist spaces and;sJffits? Yes tf;UJ Do the plans include design loads as required by Garfield County for roof snow loads, (a minimum of 40 pounds per square foot up to & including 7,000 feet above sea level), floor loads and wind loads? Yes yfr£/ Does the plan include a building section drawing indicating foundation, wall, floor, and roof construction? Yes T £.-<1./ Does the building section drawing include size and spacing of floor joists, wall studs, ceiling joists, roof rafters or joists or trusses? Yes y e.S' Does the building section drawing or other detail include the method of positive connection of all columns and beams 0 Yes y e<?/ 13. Does the elevation plan indicate the height ofthe building or proposed addition from the undisturbed grade to the midpoint between the ridge and eave of a gable or shed roof or the top of a flat roof? (Building height measurement usually not to exceed 25 feet) Yes j 'f!4.....-- 14. Does the plan include any stove or zero clearance fireplace planned for installation including 3 15. 16. 17. 18. 19. 20. 21. 22. make and model and Colora~ase II certifications or phase II EPA certification? Yes No~~~~~~~~ Does the plan include a masonry fireplace including a fireplace section indicating design to comply with the IRC? -~}A Yes No No I~ ~ I Does the plan include a window schedule or other verification that egress/rescue windows from sleeping rooms and/or basements comply with the requirements of the IRC? Yes \1 e f, No. ______ _ I - Does the plan include a window schedule or other verification that windows provide natural light and ventilation for all habitable rooms? Yes ye .s No _____ _ Do the plans indicate the location of glazing subject to human impact such as glass doors, glazing immediately adjacent to such doors; glazing adjacent to any surface normally used as a walking surface; sliding glass doors; fixed glass panels; shower doors and tub enclosures and specify safety glazing for these areas0 Yes )I t6? / No ______ _ Is the location of all natural and liquid petroleum gas furnaces, boilers and water heaters Yes No ______ _ indico/{.4he plan? Do you understand that if you are building on a parcel of land created by the exemption process or the subdivision process, are building plans in compliance with all plat notes and/or co enants? Yes { No _____ _ Do you understand that if you belong to a Homeowners Association (HOA), it is your responsibility to obtain written permission from the association, if required by that association, prior to submitting an application for a building permit? The building permit application will be accepted without it, but you run the risk o{ the HOA bringing action to enforce the covenants, which can result in revocation of permit issued. Additionally, your Plan Review fee is not refundable if the plans have been reviewed by the Building Department prior to any action by the HOA that requires either revocation or substanti I modification of the plans. Yes No ------ Will is be the only residential structure on the parcel? ·-p e l.t J I "' J ~e c ''10) I)'>(:' Yes. ______ No Nr2 Ifno-Explain: _______ · 1 e ,..-, ... ;,+ 23. Have two (2) complete sets of construction drawings been submitted with the application? Yes ____ _ 4 24. Do you understand that the minimum dimension a home can be on a lot is 20ft. wide and 20ft. long? Yes yeS No ____ _ 25. Have you designed or had this plan designed while considering building a_nd other construction code requirements? 26. 27. 28. 29. 30. 31. 32. Yes ye 5 No ____ _ Do your plans comply with all zoning rules and regulations in the County related to your properties zone district? Yes ye.s No _____ ___ Does the plan accurately indicate what you intend to construct and what will receive a final inspection by the Garfield County Building Department? Yes yes No ____ _ Do you understand that approval for design and/or construction changes are required prior to the application of these changes? Yes yes No ____ _ Do you understand that the Building Department will collect a "Plan Review" fee from you at the time of application submittal and that you will be required to pay the "Permit Fee" as well as any "Road Impact" or "Septic System" fees required, at the time you pick up your building permit? Yes yeS No ____ ___ Are you aware that you must call in for an inspection by 3:30 the business day before the requested inspection in order to receive it the following business day? Inspections will be made from 7:30a.m. to 3:30p.m. Monday through Friday. Inspections are to be called in to 384-5003. Yes yeS No. ____ ___c_ Are you aware that requesting inspections on work that is not ready or not accessible will result in a $50.00 re-inspection fee? Yes ye.s No ____ _ Are you aware that you are required to call for all inspections required under the IRC including approval on a final inspection prior to receiving a Certificate of Occupancy and occupancy of the building? Yes ye 6 No ___ ~-- 5 33. 34. 37. 38. Are you aware that the Permit Application must be signed by the Owner or a written authority being given for an Agent and that the party responsible for the project must comply with the IRC? Yes yeS No __________ _ Do you understand that you will be required to hire a State of Colorado Licensed Electrician and Plumber to perform installations and hookups, unless you as the homeowner are performing the work? The license number of the person performing the work will be required at time of applicable inspection. Yes Ve S No _______ _ I Are you aware, that on the front of the Building Permit Application you will need to fill in the Parcel/Schedule Number for the lot you are applying for this permit on prior to submittal of a building permit ~lication? Your attention in this is appreciated. Yes v---No _______________ _ Do you know that the local fire district may require you to submit plans for their review of fire safety issues? Yes No (please check with the building department about this requirement) ~ \ ~ • Do you understand that if you are planning on d~ing any excavating or grading to the property prior to issuance of a building permit that you will be required to obtain a grading permit? Yes y e S Are you aware that if you will be com1ecting to a public water and/or sewer system, that the tap fees have to be paid and the connections inspected by the service provider prior to the fa Certificate of Occupancy? I hereby acknowledge that I have read, understand and answered these questions to the best of my ability. ~(b),;~ ~0 , I ()007 Signature of Owner Date Phone: :J 3 ~-b I 5' G (days); (evenings) Project Name: 1-1"'""' e S'wc'i' !-1~1 ti ""1 p \Jjessn.e.r ~esrJl. Project Address: lf '?, q 9. c .R, "3 o I Notes: If you have answered "No" on any of the questions. you may be required to provide this 6 infonnation at the request of the Building Official prior to beginning the plan review process. Delays in issuing the pennit are to be expected. Work may not proceed without the issuance of a pennit. If it is determined by the Building Official that additional infonnation is necessary to review the application and plans to detennine minimum compliance with the adopted codes, the application may be placed behind more recent applications for building permits in the review process and not reviewed until required infonnation has been provided and the application rotates again to first position for review, delay in issuance of the permit or delay in proceeding with construction. Bpminreq November2006 7 PLAN REVIEW CHECKLIST Applica nt Wiessner' _Building _ .----- ( 4eered ~:tro~O 1 R~ ~ __ Drive way Permit _d~S itePlan /seP.tic Permit and Setbacks ~de /Topography 30% / ' /Attach Residential Plan Review List / __ ..... _Minimum Application Questionnaire £GA_subdivis ion Plat Notes liFire Department Review J Valuation Determination/Fees _ded Line Plans/Stamps/Sticker /A~ach Conditions -~lication Signed ~la,n Rev iewe r To Sign Application ~eel/Sc hedule No. tJ.j-/+40 # Snowload Letter-Manf. Hms. GENERAL NOTE S: Planning/Zoning Subdivision Plat Notes -- ~-CJ p -R .N-. CL\f£')( \ ~ 1J 7 Date: March 23 , 2009 Postage $ t------t Certified Fee BUl ru Cl Retum Receipt Fee 0 (En dorsement Required) 0 1-----~ Restricted Delivery Fee Cl (Endorsemen t Required) m 1-----~ ru m Postmark Here To: Arthur Wiessner 4399 CR 301 Parachute, CO 81635 r::Q Cl o sireeC.4iJi:1vo:;-··· f"-or PO Box No. citY: siai8; zi;;.;;,··· Arthur '\Viessner 4399 CR301 Parachute, CO 81635 Dear Perm it Holder, Please refer to your building permit number 10354 , issued 3/21/2007 A routine review of our open build ing permits indicates that we have not rece ived a request for an inspection on this permit since 5/13/2008 Please be advised that building permits expire, per Uniform Building Code, section 106.4.4 or International Code Sections 105.5" Every permit issued by the building official under the provisions of this code shall expire by limitation and become null and void if the building or work authorized by such perm it is not commenced with in 180 days from the date of such permit, or if the build ing or work authorized by suc h permit is suspended or abandoned at any time after the work has commenced for a period of 180 days. Before such work can be recommenced , a new permit shall first be obtained to do so, and the fee therefore shall be one half the amount required for a new permit for such work, provided no change have been made or will be made in the original plans and specifications for such work, and provided further that such suspension or abandonment has not exceeded one year. In order to renew action or a permit after expiration, the permittee shall pay a new full permit fee ." Please contact this office at your very earliest convenience, in writing, to advise us about the status of your permitted work . If you have not responded within thirty (30) days from the receipt of this notice the permit will be closed and a permanent notation will be placed in the property records at the County Clerk and Recorders office that indicates that the work permitted per Colorado Revised Statues 30-28-205 & 210, was not inspected, is not approved and the building or area is illegal to occupy and is subject to legal abatement action or other option available by law. Thank you for your cooperation . Sincerely, ~ c j/ ./ 'l . /~;f?v~ Jim Wilson Building Inspector 10 8 Eighth Str ee t, Suit e 401 • Glenwoo d Sprin gs, CO 81601 (97 0) 945-82 12 • (97 0) 28 5-7972 • Fax: (9 70) 384-34 70 SENDER: COMPLETE THIS SECTION • Complete item s 1, 2, and 3. Also complete item 4 if Restricted Delivery Is desired. • Print your name and address on the reverse so that we can return the card to you. • Attach this card to the back of the m ail piece , or on the front if space permits. 1. Article Addressed to: Arthur Wiessner 4399 CR301 Parachute, CO 81635 COMPLETE THIS SECTION ON DELIVERY A. Sjfa~r/J x ~A. D. Is delivery address different from it If YES, enter delivery address b ow: 3. S~rvic e Type tiQ. Certified Mall D Registered D In sured Mall D Express M all D Return Receipt for M erchan dise D C.O.D. 4. Restric ted Delivery? (Extra Fee) D Yes 2. Article Number (Transfer from seNice JabeQ 7008 3230 0002 5967 9683 PS Fo rm 3811 , Febru ary 2004 Domestic Return Receipt 1 0 2595-02·M·1540 CQUNTY OF GARFIELD -BUILDING DEPARTMENT CORRECTION NOTICE 108 8th St., Suite 401 Glenwood Springs, Colorado Phone (970) 945-8212 Job located at l..f.J 1'1 6 &3 o I Permit No. I O.JLI!L I have this day inspected this structure and these premises and found the following corrections needed: ~all for Re-lnspection 0 $50 .00 Re -lnspection Fee must be paid prior to Re-lnspection You are hereby notified that the above correction must be inspected before covering. When correction(s) have been made, call for inspection at 970-384-5003 . Date 7:-RZ 9 .-0? 20 ---- Building Inspector ~~ Phone (970) 945-8212 No. /O 3 S Y ., Assessor's Parcel No.~ C{o 'l -1 ( (-DO -bl7 Date :5 )&-r/o'7 r , BUILD~Q PERMIT CARD Job Address Cf ___ 39 CJ CtrZ-3o ( V~~ Gt/b3 _c; Owner [fJ..--uul.o~ l ~ ..... tL Address s~ 0-4 ~~ Phone #~5 -fa /5b Contractor ~ Address Phone # c:27o-1g31 / Setbacks: Front Rear RH LH ____ Zoning ___ _ ,s; f~~~' ~ t-INSPECTIONS Soils Test ~ g Weatherproofing __________ _ · Footing ~01 X}W\. lJFThOIC~g(:st~b·'l 'OJ Mechanical ____________ _ Foundation S-?..-o 2 PrY\ ~ Electrical Rough (State) _______ _ . Grout Electrical Final (State) ________ _ Underground Plumbing ~::i'-31-Vt fJ7Y\ Final /Checklist Completed? __ _ Rough Plumbing .._&-...;~ ·-cS( r 9Lvc Certificate Occupancy# _______ _ Framing G -f$..~af.. t2lr3.. ;-Date --~.,.,......,,...,....,.,=------- 1 nsu lation ?(-/l.f;b?/ ~ Septic System # _ ___.'--!'=. =-,)...--"<-S"...,..J_,__ ____ _ Roofing r Date 3 (;;;. I ( c 7 Drywall Z.?/0-0Cf/Oij( Final [-7--7-d?~ Gas Piping Other _____________ _ NOTES (continue on back) I SCMCMILLON ENGINEERING P.O. BOX 638 RIDGWAY, CO 81432 ph . 970-626-5113 fax 970-626-5958 October 11, 2010 Art Wiesner 4399 County Road 301 Parachute, Colorado 81635 Subject : Retaining Wall Dear Art, Please find e ncl osed a drawing of a retaining wall cross section that should work well for your situat ion. To save some cost you can reduce the vertical reinforcing stee l to #5 bar@ 24" o.c ., and reduce the footer width to 24" where the wall is no tall er than 4'. Please do not hesitate to give us a ca ll with any questions . Sincerely, U;t:-7LJA Chris Haaland McMillon Engineering LLC d'.e~e JZ c-VtfltJ?U »«~~~ :1$-e /f/1/~ ;;~u .5~1-"~' /'4?15 P/~/''4~s ~ APPROVED SUBJECf TO NOTED EXCEYfiONS & INSPECTIONS · GARFIELD COUNTY BUILDING DEP~T '. T Date/~ By ELDC PY NO INSPECTION WITHOUT THESE PLANS ON SITE. page of RETAINING WALL SECTION LOCATION: v.lESSNER RESIDENCE 4399 CR 301, PARACHUTE. CO #5 BAR 0 12" 0. ·McMillon Engineering ·· Civil, Structural & River Engineering JJ"L 19" #5 DOWE:LLS 0 12" o.c. --t--tl #5 HORIZ. BAR 0 16. o.c. a• POURED CONCRETE WALL 3500 PSI CONCTETE #5 VERT. BAR 0 12" o.c. #5 BAR 0 12" O.C. NOTE: FOOTING TO BEAR ON NATIVE: UNDISTURBED SOIL Ph.97G-626-5113, Fax 97().626-5958 P.O. Box 638 STARTING DATE: NOV 11, 2010 SHEET I OF I "'I 95 South Lena Ridgway, Co 81432 PROJECT: WIESNER June 1, 2009 Matt Provost MCMILLON ENGINEERING LLC CIVIL ENGINEERING P.O. BOX 638 RIDGWAY, CO 81432 ph.970-626-5113 fax 970-626-5958 Garfield County Building Department 108 8~ Street Suite 401 Gl enwood Springs , CO 81601 Subject : Weisner Framing Matt, Chris Haaland of McMillon Engineering LLC performed an onsite framing inspection at the residence of Art Weisner at 4399 CR 301 on Thursday May 28 , 2009 . The following items were investigated: 1 . Southern Porch Beams are adequate to support the additional porch roof loading . 2. Master Bedroom East Purlin (north support column) needs (2)-1/2u thru bolts through 2x and column directl y below beam. 3. Master Bedroom North wall framing/window configuration is a dequate. 4. Main floor hallway Glulam Beam Joint needs 2X continuous plate above with 16u strap installed above . 5 . Nor th and West Deck Framing is adequate . 6 . Hurricane Clips have been insta lled to Garage T russes and are adequate . 7. Stairs with ~uinset bearing and (4) ~u diameter lag bolts are adequate for support . 8. Install full blocking above all glulam columns in basement area to support beams above . In conclusion , the quality of the workmanship of the Weisner framing appears excellent. With the completion of the above items, McMillon Engineering believes that Garfield Co unty Bui l ding Department can approve the framing. ----~--- Cc : Art Weisner Your Neighbor's Name & Address 1 Mor<.TH r .?-------/3:20 f t- ~---/i7.'-:--"~--e!~b~ .. r.~ ~-~ . I "' --. -~ I P~v fO $ \"' cj_ '!I r o ,0 f :'c '7 :..--..~lt:--::--:f--1/1 0 -fT J I l'l,J·· ·- ··"' • • ·--c ~ ..-. County Road (Note the Road Number and Name) C . R.. '3 0 ) eric c:\wpv.in60\wpdocslp lot.loc l3A) Application for Driveway Permit Person Obtaining Permit: Al'flutr Wiessner Application Date: 1129/2007 County ll.oad Number: 301 District: Silt Permit Number: GRB07-D-3 Termination Date: 2/28/2007 Inspector: Jake Mall hereby requests permission and authority from the Board of County Commissioners to construct a driveway approach (es) on the right-of-way off of County Road, 301, n/a of At Add~ess, located on the North side of road for the purpose of obtaining access to propetiy. Applicant submits herewith for the consideration and approval of the Board of County Commissioners, a sketch of the proposed installation showing all the necessary specification detail including: I. Frontage of lot along road. 2. Distance from centerline of road to propetiy line. 3. Number of driveways requested 4. Width of proposed driveways and angle of approach. } 5. Distance from driveway to road intersection, if any. 6. Size and shape of area separating driveways if more than one approach. 7 .. Setback distance ofbuilding(s) and other structure improvements. 8. No unloading of equipment on county road, any damage caused to county road will be repaired at subdivision expense. 9. Responsible for two years from the date of completion. General Provisions I) The applicant represents all pat1ies in interest, and affitms that the driveway approach (es) is to be constructed by him for the bona fide purpose of securing access to his property and not for the pmvose of doing business or servicing vehicles on the road right of way. 2) The applicant shall fumish all labor and materials, perfonn all work, and pay all costs in connection with the construction of the driveway(s). All work shall be completed within thirty (30) days of the permit date. 3) The type of conshuction shall be as designated and/or approved by the Board of County Commissioners or their representative and all materials used shall be of satisfactory quality and subject to inspection and approval of the Board of County Commissioners or their representative. 4) The traveling public shall be protected during the installation with proper waming signs and signals and the Board of County Commissioners and their duly appointed agents and employee shall be held hannless against any action for personal injury or property damage sustained by any reason of the exercise of the Petmit. 5) The Applicant shall assu~1e responsibility for the removal or clearance of snow, ice, or sleet upon any portion of the driveway approach (es) even though deposited on the driveway(s) in the course of the County snow removal operations. Specifications l. A driveway approach is understood to be that portion of the county road right-ofway between the pavement edge and the property line that is designed and used for the interchange of traffic between the roadway and abutting property. 2. At any intersection, a driveway shall be restricted for a sufficient distance from the intersection to preserve the normal and safe movement of traffic. (It is recommended for rural residence entrances that a minimum intersection clearance of 50 feet be provided and for 111ral commercial entrances a minimum of l 00 feet be provided.) 3. All entrances and exits shall be so located and constructed that vehicles approaching or using them will be able to obtain adequate sight distance in both directions along the county road in order to maneuver safely and without interfering with county road traffic.' 4. The Applicant shall not be permitted to erect any sign or display material, either fixed or movable, on or extending over any pm1ion of the county road right-of-way. 5. Generally, no more than one approach shall be allowed any parcel or property the frontage of which is less than one hundred (100) feet. Additimral entrances or exits·for parcels having a frontage in excess of one hundred 100). feet shall be permitted only after showing of actual convenience and necessity. 6. All driveways shall be so located that the flared portion adjacent to the h·aveled way will not encroach upon adjoining property. 7. No commercial driveway shall have a width greater than thitiy (30) feet measured at right angles to the centerline of the driveway except as increased by permissible radii. No .noncommercial driveway shall have a width greater. than twenty (20) feet measured at righ!'imgles to the centerline of the driveway, except as increased .by permissible radii. 8. The axis of an approach to the road may be at a right angle to the centerline of the county road and of any angle between ninety (90) degrees and sixty (60) degrees but shall not be less than sixty (60) degrees. Adjustment will be made according to the type of traffic to be served and other physical conditions. 9. The construction of parking or servicing areas on the county road right-of-way is specifically prohibited. Commercial establishments for customer vehicles should provide off-the-road parking facilities. I 0. The grade of entrance and exit shall slope downward and away from the road surface at the same rate as the normal shoulder slope and for a distance equal to the width of the shoulder but in no case less than twenty (20) feet from the pavement edge. Approach grades are restricted to not more than ten percent (I 0%). ll. All driveways and approaches shall be so consh·ucted that they shall not interfere with the drainage system of the street or county road. The Applicant will be required to provide, at his own expense, drainage structures at entrances and exits, which will become an integral part of the existing drainage system. The Board of County Commissioners or their representative, prior to installation, must approve the dimensions and types of all drainage structures. Note: This permit shall be made available at the site where and when work is being done. A work sketch or drawing of the proposed driveway(s) must accompany application. No permit will be issued without drawing, blueprint, or sketch. 6) In the event it becomes necessary to remove any right-of-way fence, the posts on either side of the entrance shall be surely braced before the fence is cut to prevent any slacking of the remaining fence and all posts and wire removed shall be !tuned over to the District Road Supervisor of the Board of County Commissioners. 7) No revisions or additions shall be made to the driveway(s) or its appurtenances on the right-of-way without written pe1111ission of the Board of County Commissioners. · 8) Provisions and specifications outlined herein shall apply on all roads under the jurisdiction of the Board of County Commissioners of Garfield County, Colorado, and the Specifications, set forth on the attached hereof and incorporated herein as conditions hereof. 9) Final inspection of driveway will be required upon completion and must be approved by person issuing permit or representative of person issuing permit. . The inspection and sign off must be done prior to any CO from the Building and Planning Department being issued. ~~ecial Conditions: 1. Driveway \Viclth-30ft 2. Culvert required? False Size: by 3. Asphalt or concrete pad required? False Size of pad: 4. Gravel portion required? Tme Length: 50ft 5. Trees, brush and/or fence need to be removed for visibility? True 6. Distance and Direction: 7. Certified Tnffic Control Required? False 8. Work zone signs required? False In signing this application and upon receiving authorization and permission to install the driveway approach ( es) · jiescribed herein the Applicant signifies that he has read, understands and accepts the foregoing provisions and conditions and agrees to constmct the driveway(s) in accordance with the accompanying specification plan reviewed and approved by the Board of Oounty Commissioners. Signed: ---,-----,,~'T-'~T.-===-· -'·='-"'-'/'-----"'/J'-='-"~-=· ""."'. =-·· ~"""'=· · Arthur Wiessner · Acldt·ess: 'f _'3 '7 '7 C 0 _ R cl 3o 1 f:"l R. 1-/ (' !-! {( 7 (:;" I J Cu ?-; 6 Telephone Number: 9 7 () ' c2 I? 5"" -0 I :::; {, Permit granted 1/29/2007, subject to the provisions, specifications and conditions stipulated herein. Driveway Permit Check Off Form Parachute 81635 lZl Other 4. Phone No: I J7o ,z_z;..s·-0/3~1 Fax No: 5. County Rd. No: I C!A 3ol 6. Nearest Intersection or address: I Ji''t FJ Jd r c,ss I 7. Distance from Int. or address: I tVL!+ I 8. Direction from Int. or address: N D ED sO w D 9. Side of road: N [g] ED sO wO 10. Width of driveway: 30-foot IZJ. 40-foot D 100-foot 0 Other: L_ _________ _J 11. Culvert required: Yes D No~ 12. Size ofculvett required: 12-inch D 15-inch D 18-inch D Other: 13. Length ofculvett required: 30-foot 0 40-foot Dothe~ I 14. Asphalt or concrete pad required: Yes D No ~ 15. Size of pad: 30-foot wide X 10-foot long X 4 inches thick: Yes D 40-foot wide X 10-foot long X 4-inches thick: Yes D 100-foot wide X 20-foot long X 4-inches thick: Yes D Other: 16. Gravel portion required: Yes IZ! No 0 17. Length of gravel pottion: 40-foot 0 50-foot .l8J 1 00-foot 0 18. Trees or brush removed for visibility: Yes .f8:J No~ 19. Distance and direction from driveway to be removed: I Stt!feJJru.sH a,:tdr JVBi<l'lt"(, <£ivJco~•vtl.c__ I Ire L•!Jd e b< ...3o1r;oT'-., 20. Driveway must be no more than 3 %slope away from County road. 21. Drive must be constructed so no drainage accesses County road from driveway. 22. Certified traffic control required: YesO 23. Work zone signage only required: Yes D 24. Stop sign required at entrance to County Rd. Yes D No l8J Nol8:1 No [gl 25. Inspection of driveway will required upon completion and must be approved by person issuing petmit or representative of person issuing permit. 26. Person issuing permit: l.__,.o,_.)""a~, .L.Ik-"f'.,. .. _B"-'-·___,,/-I.m..c:cc.u><--.:l_,_/ ____ ...1 2 7. District petmit issued in: 1D 2D 31ZJ 28. Date checklist completed:! J ~.~~~n~lul2llaL'~r~jT-~6~J)~2~6~6~7~__...J ror of w,Jc.. t:>if'rn . Wf.\\.1.. /0 II (-r~) -<: } f•..S•~f.\ . ~-r~~A ~: £llc"Y. 0 1.\-o"' sE" f,~,s~ i"'e>P oF" S1"~wRLl- . IJ w. -9lo (-r-(p f.rT w/}a..'-'0 "T) . Arthur & Ethna Wie ssne r 4399 County Road 301 Parachute, CO 81635 ......-1. :# c110 -J.& !::-0 t 5"' ~ '/ 6 ~~ ;A ?o -7'i 3 !. Ge l/ 1f ' I M00~03S z .. .· J,_ .· 0 INSPECTION WILL NOT BE MADE UNLESS THIS CARD IS POSTED ON THE JOB 24 HOURS NOTICE REQUIRED FOR INSPECTIONS BUILDING PERMIT GARFIELD COUNTY, COLORADO Date Issued.J.::-.. ;?}:!).7Zoned Area ......•. ; ..•.........•......... Permit No./f). .. ~4 ....... . AGREEMENT In consideration of the issuance of this permit, the applicant hereby agrees to comply with all laws and regulations related to the zoning, location; construction and erection of the proposed structure for which this permit is granted, and further agrees that if the above said regulations are not fully complied with in t he zon ing, location, erection and construction of the above described structure, the permit may then be revoked by notice from the County Building I nspector and MMED ELY BECOME NUL D ~-..., Setbacks Front Side Side Rear This Card Must Be Posted So It is Plainly Visible From The Street Until Final Inspection. q /1 s-(t'l I 2- INSPECTION RECORD Footing Driveway ALL LISTED ITEMS MUST BE INSPECTED AND APPROVED BEFORE COVERING - WHETHER INTERIOR (>R EXTERIOR, UNDERGROUND OR ABOVE GROUND. i'-S'f)1 -~i_/f _) _z,c G THIS PERMIT IS NOT TRANSFERABLE For Inspections Call ~ 108 8th Street Glenwood Springs, Colorado APPROVED DO NOT DESTROY THIS CARD Date • By l .~ • " PLACED OUTSIDE -COVER WITH CLEAR PLASTIC Your Neighbor's Name & Address j I f\lo R-T 1-l 7' /3:20 f f- ---.. -~.,..-~~-~);~. ----.............__---~ -I -~ ~~ ov_~ e ,_"r ,.J p..-ofoS>'~ ~w-rr s-,·rf·c '4; ~I <J ;- ) C)' • \, '"" ... • /:? ~ ... .. \ " ~ • I • \J@LL Ho~e. > ", J<..' ~ v ~y ~ (¥ -5et,foc ~ ¢ 1 A I'd{ ___;:;; : \ I C-I <;a ( J <:l (I~ I ~ .. .F , '--"' ......... _ J ·--,IJeo .. . vlu oc!'ISsuea. ' -.. '· ' ..C+ ' I Your Neighbor's Name & Address .... ..._ I ..... ''-..J County Road (Note the Road Number and Name) ('-R_, '3 0 i /1t-.o I' r-I <;;. A h \ A RoAJ eric c:\wp,.,m60\wpdocslplot.loc l3A) SMR CHECKLIST (SPECIAL MATERIAL REQUIREMENTS) USE THESE MINIMUM ORDERING/MFG LEAD TIMES TO PLAN YOUR DELIVERY. WHEN YOU ASK FOR A DESIRED SHIPPING WEEK, ALLOW SUFFICIENT TIME FOR THE LONGEST LEAD TIME PLUS ONE WEEK FOR MATERIAL TAKE-OFF AND LOADING. WINDOWS DOORS 3 WEEKS 2 WEEKS 2 WEEKS 3WEEKS 2WEEKS 3WEEKS 3WEEKS 3WEEKS 2WEEKS 2-4 WEEKS 2-4 WEEKS 2 WEEKS II L_ FIR WINDOWS (LOW-E ARGON standard) : I CEDAR CLAD WINDOWS (LOW-E ARGON standard) ~] VINYL WINDOWS (LOW-E ARGON standard) lj WINDOWS WITH HEAT MIRROR GLASS OR GRIDS ~CEDAR WINDOWS ~-~ CUSTOM SIZED WINDOWS AND SLIDING GLASS DOORS ~~ VINYL GARDEN WINDOWS II RADIUS PRODUCTS (1/2 ROUND, 1/4 ROUND, ETC ... ) I_ .I IJ SUNROOMS (STANDARD) ~ SUNROOMS WITH SPECIAL REQUIREMENTS L GARDEN ROOMS -, l_j -I L-,-----1 I NT/EXT DOOR JAMBS WIDER THAN 6.9/16" CUSTOM GARAGE DOOR SIZES ANDERSEN DOORS (DOUBLE I OUTSWING I TINT) 3 WEEKS 4-6 WEEKS 4-6 WEEKS L~ . I L---' EXT. DOORS WITH SPECIAL GLASS (TINT, OBSCURE, ETC .. ) HGL'S FRAMING & TRUSSES CEDAR MATERIAL HARDWARE MISC. 1-2 WEEKS 0 GLU-LAM BEAMS & POSTS 1 WEEK 2WEEKS 1-3 WEEKS 2 WEEKS 2 WEEKS 2WEEKS 2 WEEKS 2WEEKS 2WEEKS VARIES 2-3 WEEKS VARIES I q TRUSSES (INCLUDING ROOF LOADING & DRAWING) [J NON-STANDARD FRAMING LENGTHS 1' 1 SPECIAL TREATED FRAMING ~l L~ 1-1 L~ CEDAR FRAMING LOG LOOK SIDING c0 CUSTOM FABRICATED CONNECTORS ,-~ SIMPSON CONNECTORS (NON-LINDAL STANDARD) L_j STAINLESS STEEL NAILS I' _ _j [] I' _ _j c= STAINED SIDING SKYLITES -SPECIAL OR SPECIAL FLASHING JAS. (JAPAN) GRADING ALL OTHER "001-" SPECIAL PARTS 8/1/99 APPROVEU ~JECT TO NOTED p;XCI":1Yf1UN-.; ~~-TJ~SP~E~CTI~ G?.t>.nr: l' UUNTY 8. til' .):;·:•· < ··M··.q_·--.~EN"" ·Al><,i·7..-1·o1 ;, 'flcl.-- ... _, •.· '. -. ,. -,:n) f ' '. L '· r 1 I teo liH?t r .:J ''' wrrHOII' HlH l'l.~fl$ ON !IrE ··RSI'f'' l}t AUTHORIZATION TO SHIP We have reviewed and approved the design of floor plans, elevations, and building cross sections of the Final Permit Plans dated __ for our home package, Warranty Number, ______ . We hereby authorize you to prepare and ship our package as early as the week ending ____ _.. We understand that you will confirm the actual load date in writing through our dealer. This is in accordance with the terms and conditions of our Purchase and Sale Agreement dated ________ . ADDITIONALLY, WE UNDERSTAND THAT: 1 1 I Changes received after Final Permit Plans (amendments) will result in additional charges L_ and/or delay the requested ship week. '2,l We reviewed the Final Permit Plans and Design Specification Sheets (DSS) and 8 understand what materials are provided by Lindal and what materials (even if shown on plans) are not included. 13-' Building Permits and all related permits have been issued and financial arrangements L_J for payment of balance due will be available on or before time of shipment. .1~4-Delays in receipt of balance due could result in delay of shipment and mcur costs .. ~resulting from such delays. 1 -- Wc arc to notify the Independent Lindal Distributor and/or the Lindal Distribution _2_ Office immediately (206-725-0900 ext. 275) if the ship date requested is not consistent with late breaking developments. 16 I We understand that this authorization gives the manufacturer permission to begin the 1,_ 1 production process and acquire the materials necessary to manufacture our home based on our approved Final Perm it Plans, and that some items may be special order and therefore nonrefundable. -L INITIAL J I INTAL-1 I J I INITOAJ I IN "'I L -~' I INITIAl.. I L _j r INITIAL l ___ -" Purchaser Signature , Date: For Items Shipped Aside from Home Delivery: , Date: Independent Distributor Signature: , Date: Builder Name Address: , Phone: U P .S Jobsite Delivery Address (Include Map if Possible) (If jobsite address is unavailable, please provide alternate address to be used for the delivery of materials (Builder, Dealer, Etc ... ) Special Instructions )-u . . ~l ~ [JJ z ·~ ,,, '! '! .. -... i I I I I ! ! I I I I i I ' I Ill I z I I 0 ' iii I I > w I "' I ' I I 'll I I I I <t ..J I IL I I I I I~ 11.' .J ' <t ' w ~ 1.£( I~ • . ~I~~ ~ , I <( (\) ... ... ""' ·3j ~I ·~ o~~'~ ··--r~ -t ' "" !::! 111 .... "" "" :I: 111 :;t ;;;; "' ;;:: 0 0:: w z ~ 0 w :::; 0 I I ~~ " " z X I~ 0 ,., ,, 0 I I I I~ rt I i ~ I ~ -U1 ill -:J Cl w !;;: 0 c ~ ill -2 F' C) ~ Q) ~ '-' I 0:: I~ I :J z I" lw "' -~ 'il ~ ' u ~ "' fa? 7 I~ '" 0 I ' "' I j'l I () I I I L I () I· '" I ' I ~ I ..J <t . <l 2 I ~ I ..J' () I_J 1-U1 lD I LLJ "' w Ul -~ 0 ' 0:: ,, "' -~ 0 I 11/l lj ::;- N Ll ' .~ "' "' 'il "' II' Ill <)) <( II' ~ ORDER NUMBER I PAGE 1<5412'496 A INDEX PAGE TITLE A A S!SMR Sf"EE - B S==>Ec·=ICATIONS 1 '-1.4 " =LCOR -LA"-1 - 2 S:::C:O~D f-_OOR P .... A".. 3 EASEMENT PLAN ···-~·· 4 MAN F _OOR :::J\/E~LAY ' DECK FRA.,...'NG Pl . .2:..1'-.. f-- 5 S::::::C:OND ' 5AS§:~ENT FLOO~ OVE"'<.:!....AY 6 FIRST Fi-COR FRAMI'JG -LA\i 1-- 7 S:::::oN::' t= _OOK FFtl:..MING FLAN ----- 8 ROC" "RA ~ 1r.,G PLAJ'.... . ---· 9 I=RCNT ' ooo:::IGI--IT SIDE E_:=.VATION.S 10 '-=A' ' _EFT SID= :=_~vA-O'JS 1---- s:.:~TIO'J C-1 11 CROSS f . CROSS s;::::::: .... lo\< C-2 " - 13 CROSS s-r 'C". C 3 --·- 14 CROSS s;:::c-iO'J C-4, c ?, 0::-<0 15 STAIR C-ET AILO 1b ROO~" ::::>ET..t.. LS S.~EET I 1--- 17 ""<Oc= OETA L5 SHEET -' __ ., 18 :::x~ERICR W4LL DE' A LS ----- 19 FROLL. FROhT _;ETA _s 20 PARTITION DET AIL..S SHE:::T -- 21 INTERIO!;( DOOR ~ST A ____ ,.,..HIOl'J Sj...jE=T f--------·-·--- 22 EX ERIOR DOO~ l'iSTALLATICr., SHEE-r---···---~ 23 W"NDOL.. '-s-A~.-LATION DET ALS 1-------- 24 25 ·--- 26 1----··---· 27 -··-·-·· .. 28 29 ---- 30 ----- 31 32 --- 33 ----·- 34 35 -·-·-··--·· ···- 36 ------ 37 38 ----- 39 WINDOW CODES FRAME GLAZING GLAZING OPTIONS LHP Vinyl White y LOW-E ARGON E Clear LHP Vinyl Sand D (100015001 LE-SQR) Tempered (-r, X ---- Cedar c Heat Mirror aa M Breather Tubes (BD z Cedar Clad Sand p Heat Mirror 66 A TIBT 8 - Gedar Clac VVtite w Single s Bror= (BZ) N Vyl Snd Fir Panel F TIBZ K \lyl Wlt Fir Panel G Obscure (0) 0 STO VInyl White T TIO J ----- STD Vinyl Beige Q BTIBZ F - BTIO G --··-1--------------.. -- BZ/0 H f----------- TIBTIBZ v -------- TIBT/0 p -------- TIBZ/0 Q ---··- BTIBZ/0 u EXTERIOR DOORS __ INTERIOR DOORS 81-FOLD DOORS R=RIGHT HAND S'IIING SR=SOLID CORE RED OAK HL=HEMLDCK LOUVERED L=LEFT HAND SWING PH=DOUG FIR D=DOUBLE DOORS S=SIDE LIGHT R=HOLLOW CORE RED OAK FB=FIR 81-FOLD FP=FIR PANEL X=POCKET DOORS R=RIGHT HAND SWING OB=OAK 81-FOLD S2=DOUBLE SIDE LIGHTS L=LEFT HAND S'IIING O=OUTSWING 4=4 9116" JAMB 6=6 9116" JAMB D=DOUBLE DOORS OP=OAK PANEL SKYLIGHT SCHEDULE •• DO NOT ROTATE SKYLIGHTS H VELUX# LCH PART# ROUGH OPENING FIXED/OPENING VS-308 82811 30.11'2' x55.112" OPENING _, .. --·------- VS-<108 82812 44.3/4' X 46.7/8" OPENING - VS-104 82813 21.112' x39" OPENING VS-108 82814 21.112' x55.1/2" OPENING VS-<101 82820 41-314' x28" OPENING ------- FSF i FS-308 82815 30.112" x551/2" FIXED FSF I FS-<106 82816 44.3/4" X 46.7/8" FIXED --------- FSF I FS-104 82817 21.112" X 39" FIXED --. -·- FSF i FS-108 82818 21.112"x55.1/2" FIXED ----·-·--~·· FSF I FS-601 82819 44.3/4' X 29" FIXED -·-·---------- GGL-410 82821 37.112' X 63.1/2" OPENING - GGL-808 82822 53.1/B' x55.112" OPENING MATERIALS SHIPPED "All materials ordered from Lindal Cedar Homes (LCH) are outlined in the Design Specification Sheet (DSS)_ These plans may contain part numbers and/or references to materials that may not be included in this home package. The DSS overrides the plans in determining what materials are provided by LCH." GENERAL NOTES A Details and notes shown on this sheet are typical and shall apply unless otherwise shown or noted on plans. Details on construc:ion plans not fully shown shall be of the same nature as those shown for s1mllar conditions. The contractor shall be responsible for verifying all dimensions, elevations property lines and other related iterrs on this job. B: All construction shall conform to local c:Jdes and ordinances. [r:J:; ,3 G. It is the contractor's responsibili:y to oomplywith all ::;r:R C._ pertinent sections, as they apply to this project, of the ''Construc1ion Safety Orders" issusd oy the state in which construc:ion is taking place anc a I OSHA requirements. Lindal Cedar Homes does not accept any responsibility for the contractor's failure to comply With these requirements. D. The contractor shall be responsible forthf'l adequate design and construction of all forms, bracing and shonng required. The contractor shall provide adequate stays and bracing of all fn:lming until all elements of design have been incorporated into the project. E. In crawl spaces maintain a minimurr of 18" clearance under floor joists and 12" under beams a'1d girders. F. lndividusl concrete piers shall project at least 8ft above exposed ground unless the post is treated or wood of natural resistance to decay. G. All wood, including posts within 6" of ground shall be pressure treated or foundation grade cedar or rectwvood H. Stairways-rise. 4" min and 7 314" max., run 10" min., headroor1 6'-8" min., width 36" min. EncloSed space L..nder stairs shall be one hour construction. J. Stairways with 4 or more steps require a hand rail34• to 36• above tread nosing. Handrail supp1"1ed by others K. Common walls and ceiling between garage and dwelling and an~ other garage wall if supporting a floor over the garage shall have 5/8" type x gypsum wall board on the garage side A min. of a 1- 3/8" tight fitting solid core door with self daser is reqt..ired between the garage and dwelling. L. Column&, posts and beams suoporting a second story over a garage shall be protected with one hour construction. M. Appliances installed in garage generating a spark, glow or name shall be located 18'' above the floor N. Bath and laundry rocms require operable windows equal to 112Dth of the 11oor area with a minimum 1.5 sq ft. or mechanical IJentilaton 0 TempP.Mrl gla!>.."i ~hall b;; prnvided at all ha7ardous locations. P. Receptacle outlets shall be installed 6'-0" from corners 12'-0" o.c. maximum and on an~ wall 24" or wider. In kitchen and dining areas, counters 'Hider than 12" require a receptacle outlet Q All receptacle nutlets installed outdnors shall be in a weatherproof enclosure and have approved ground fault interrupter t:irt:uit (GFI) protection. One such exterior outlet is required. R. Provide GFI protection for receptades in bathrooms and garages. GFI protection is also required for non dedicated ~ounter receptacles within 6'-0" ofthe kitchen sinK. 2. LUMBER A. 2' framing lumber is KD #2 & btr. SPF (spruce, p1ne. fir). B. 4" framing lumber is M2 & btr. Douglas fir C. Floor Sheathing Options (See Plans far Type) 3f4" T&.G, APA rated Sturd 1 Floor under1ayment grade plywood . -23132" T&G, O.S.B. APA rated Stun::I-1-Fioor underlayment grade sheathing. -Seec1 grade SPF 2x6 double T&G decking with 1fl" CCX plywood underlayment, APA index 24/0 D. Wall Sheathing Options (See Plans for Type) 1!2" COX plywood, APA index 32/16 15132" oriented strand board, APA index 32/16. E. Roof Sheathing Options (See Plans for Type) -112" CDX plywood, APA index 32116. -15/32" oriented strand board, APA index 32/16. -518" CDX plywood, APA index 40/20. -314" CDX plywood, APA Index 48/24 F. Roof and loft Moor beams are DFIVVestern Larch horizontal glue laminated, combination symbol 24F-V.4 (Fb = 2400). Beam schedule per planw1h standard dead load camber. G. Built-up beams are KD #2 &. btr. SPF. Schedule per plan. H. Exterior deck floor is TK cedar 2 x 4, {2 x 6 IS optmnal) substitution is at Lindal's option. 3. CONCRETE A Concrete shall;;~ttain a 28 day stress of Fc-2COO ps1 min. Mix shall oonta1n not less than 5 sacks cement per cubic yard and not more than 7-1/2 gal. of water per sack of cement maxlmum slump shall be 4", aggregate size shall be compatible with pouring, plat:ing and firishing conditions. B. All concrete shall conform with requirements of the latest ed.1t"1on of the ACI code. C. Remove all debris from fom1s before pouring any concrete. No wood spreaders or wood stakes shall be used in areas to be concreted. D. Construction joints shall be made rough and alllaitance removed from swrface. Concrete may be roughened by chipping the entire surface, sand blasbng or hosing the entire surface 4 toe hours afl:er the pour with a fine water spray. E. Concrete walls, piers or columns shall set at least 2 days before placing beams, spandrels or slabs supported thereon F All framework shall remain in place for the periods of time specified in the ACI code as a minimLm G. All concrete shall be cured by an approved method. H. Follow all ACI recommendations for placing and curing C0!1crete during hot or cold weather condrtions I. Contractor shall be responsible for providing a plan indicating the location of control joints in all slabs on grade. Control joints shall be formed by Bu"ke "Cold-Key Joints" or an acproved equal. 4. BUILDER TIPS A .:.1ywood and O.S.B. should be installed with 1/8" spacing at all end and edge joints un'ess otherwise indicated by panel manufacturer. B. Always stagger end joints when installing plywood or O.S.B. panels C. Provide adequate ventilation and use ground cover vapor retarder in crawl space. Panels must be dry before installing finished floor. D. V'v'hen using a glued floor system spread enough glue to lay only 1 or 2 panels at a time. To insure the panels will be finnly and permanently secured to joists, wipe away water, dust and debris before applying glue. E Apply glue (about 1 /4" diameter bead) to framing members in a continuous line, or in a serpentine pattem in wide areas. Be certain to glue all T&G joints. Spread glue in joints. Avoid squeezeout by applying a thinner line (about 1 !8") on joists. F. Complete all nailing of each panel before the glue sets or sKins over. Cheek glue manufacturer's recommendations tor allowable time. Remember. warm weather accelerates glue setling G. Cathedral ceilings can be prone to moisture problems if no: constructed properly. During construction a vapor retarder must be applied to the warm-in-winter side of the insulation. Proper Installation of the insulation leaves an airspace between the Insulation and the roof deck forvenblation. To be of value this airspaee must have vent openings at both the ridge and the eaves. H. Cathedral ceiling insulation batts tit snugly between the ceiling rafters. Care MUST be taken when installing so the batts remain flush witr the lower face of the rafters to maintain proper 2" m1n. airspace. I. Cedar siding must be allowed to acclimate to it's environmental surroundings before installirg. See produc: end caps for instructions. J. VVith careful planning, joints In the siding can be minimized. where joints occur cut a 30 degree scarf JOint K. All cedar siding should be back coated, and all end grain should be thoroughly coated with finish L. All wood windo'NS must receive a thorough coat of finish before install a~ on. M. Do not drill holes, notch or cut into beams or posts unless detailed on plans. 5 NAILING Note: All nailing should follow chart below unless otherwise specified on plans CONNECTION NAILING (1) 1. Joist to sill or girder, toenail 3·Bd 2. Bridging to joist. toenail each end 2-Bd 3. 1" x 6" subfloor or less to each joist, face nail 2-Bo 4 Wider than 1" x 6" subfloor to each joist, face nail 3-Bd 5 2' subfloor to joist or girder, blind and face nail 2-16d 6. Sole plate to joist or ::llocking, face nail 16d 16" o.c. 7. Top plate to stud, end nail 2-16d 8. Stud to sole plate 4-8d toenail or 2-16d end nail 9. Double studs. face nail 16d 24" o. c 1 D. Doubled top pla.tM, face nail 16d 16" o c. 11. Top plates, laps & intersections, face nail 2-16d 12. Continuous header, two pieces 16d 16" along each edge 13. Ceiling joists to plate, toenail 3-Bd 14. Continuous header to stud, toenail 4-8d 15. Ceiling joists, laps over partitions. face nail 3-16d 16. Ceiling joists to parallel rafters, face neil 3·16d 17. 2x Rafter to plate, toenail 3-8d 18. T Jl's to supports with 2 • i Od box (1 ea. side) 19. 1" brace to each stud and plats, face nail 2-Sd 20. 1" x 8" sheathing or less to each bearing, face nail 2-Sd 21. Wderthan 1''x 8" sheathing to each bearing, face nail 3-Bd 22. Built up comer studs 16d 24" o.c 23. Built up girders and beams 20d 32" o.c. at top and bottom staggered, 2-20d at ends and at each splice 24. 2" planks 2-16d at each bearing 25. Plywood and particleboard (5) Subfloor. roof and wall sheathing to framing 112"' and less 6d {2) 19132"-3/4" 718"-1" 1-1/8"-1-1/4" Bd (3) or 6d (4) Bd (4) 10d (3) or 8d {4) 26. Panel siding to framing 1/2" or less 6d (6) 518" Bd (6) 27. Fiberboard sheathing (7) 11?" No. 1 t ga. (8) 6d (3) 25/32" No. 16 ga. (9) No. 11 ga. (8) Bd (3) No. 16 ga. (9) {1i Common or box nails ma~ be used exeept where otherwise stated. (2) Common or deformed shank (3) Common. (4) Defonned shank (5) Nails spaced at 6" o.c. at edges, 12" {1 o· floor) at Intermediate supports except6" at all supports where spans are 48" or mere Nails for wall sheathing rna~ be common, box or casing (6) Corrosion-resistant siding or casing nails. (7) Fasteners spiiiced 3' o.c. at exterior eages and 6" o.c. at intermediate supports. (8) Corrosion-resistant roofing na11s "lith 7/16" diameter Mad and 1-112" length for 112" sheathi'1g and 1-314~ for 25/32" sheathing. {9) Corrosion-resistant staoles with nominal7/16" inch crown and 1-1/8" length for 1/2"' sheathi'1g and 1-112~ length for 25132" sheathing 6 COMMON ABBREVIATIONS ABV. =-above B. 0. =-by otheiS BTR. = better B.U. =built up o.r. =douglas fir F.O. =face of F.S. = 'rame stock (A non standard size, cedar ONLY rrarre windOW", w~ere Lindal Cedar Homes is supplying lineal footage of cedar molding only with which the contractor is to job build the frame and obtain local glazing.) G\li/B = gypsum wall board liGL =horizontal glue laminated LCH = Lindal Cedar Homes LSL = Laminated Strand Lumber (TimberStrand) LVL = Laminated Veneer Lumber (Mircrollam) N.l C. =not in contract N.T.S. = not to scale O.C. =on center O.S. =outside O.S.B. = :)riented strand board P.A. =post above PSL =Parallel Strand Lumber (Parallam) P.T. =pressure treated R.C. =recut S.P.F. =spruce pine fir T&G =tongue and groove TJI =Truss Joist lntemational U.N.O. =unless noted otherwise w/-with w/o = without >-Ill Ill z 0 iii > w 0:: ll 7 •SJ ~ I iL t- f [)f UJ iL _j .., L --" w ~ 0 <(~ ZO:: QC ' < Z';;_ L. C ~ z 0:: w z ~ 0 w :::; 0 I >- I Ill z ~ 0:: 0 ~ 1- ::J m 0:: 1- !!l 0 w r-<( .0 0 w > 0 0:: a_ . !l: ~~ ~ w 0 u z <JJ \" 0 :c 5 >- "' ~ ll ' '" \L <l if ll w !;;: 0 >-'Cil "''w w '-' 0:: { w L Cll ORDER NUMBER K54~9E> w !;;: 0 0 w > 0 0:: Q._ ~ 0:: w :::; 0 f- 1 Ill 13 0:: w tD :::; ::J z _J w w * 8 ~ :::; "- PAGE 6 // ../ // K /. ./ ·-"- '/ FINAL PERMIT PLANS de~c· s. Sui de~ must rcv.cw cr-d -nder:=;tanc dr·ov/.ng3 C'lrl dc-::oils p'io~ tc:-pcwkcge sh,'prrert to ollnw ~'c·r· ·cso ~ t'crrl of urty :.:uesliur·,s. I( 'ujt.Jired ·:::ddilionol del:.: s car be ~-Jrcpcl~ed lo :: c·-·f y any cr<:>J '"Cio~e::: to :~:= constnv-:ir)n ot t "-2 oockCI<;JE P'<:lter·id:,_ If u· 'ses w· Lhirr =·r·oc-lerTr lirLC d'CWi!HjS C' ::::CJcko-:Je mulerials orter i.'IC s~c.--t of ccr'cdr .J:::::·o", con~~::::: yoJr l_inc:ol dec e' j,,---..--wdior.=o y ~~n trct -,,Je: r.-.,-,oy- pr]r-ticil:'r:r7.>-" r-lhe :;ci~rt'o·r I u the pr·utlerT. Lirrcul C::e<:Jcr Hor-r·:~:o >"iill no~ cc::.c::L.M8 -esr:;o'ls bili:y "w ficid ::::or-~ections -~ yo_. de cot fellow c.--cde and foot-rg j nlensions tc ::::orlfo'm ,·,it I·-, lcr-c:l c::;-je~~ C"'d '2qu:ations. ~-,r7c, n.JT~Oe' ere lo•:=-.:rtior-r c' lor~r •Jul.G" verL::> one ccce5s by con-_~c:.lcr or Cil"er. l'lf'CJSP-s:cy-1 hf'low, and initio I dlccrre::;purrdirrl_J pc<;;e:-; ic these ci'(:Win·:;JS 'rc-:=lrporote ~1-'re> ce(O.i<;;t~ E e~·er-rts ycu rcqucs:c:::. ! Plans are CPf'J':JVPC" os pr-esent,~~ C Pions appr· O'J<:o··-~ \'Yith notE:::J corr-ections Dist!"ibc...tor-c c le ::t:: (~Jote:) An nrprcwed, unchongec p c~ Set ITUS: CC-~r_:_l'11f='<Jil}' the r c:~ue::;, 'c-~hi: .. Hrrerrl. .// / / (_ / / / / \ t- / / / / / / / / -~- FIRST FLOOR PLAN SCA_~ /4 '-·· 0" \ \ I SEE SECOND FLOCR F~At""!ING PLAN FOR SECOND FLOO~ 6E.4M an:::i l-ANSE~ S ZES 2. __ C.H. IS '\i.O-~SPONSI~L=: ;::OR ANY DES GN. r3r1d/o--'4ATERIALS CAL~ED 0'--'-AS N_l c_ (NOT N CONTRACT J or BY a-HERS. / S. ALL ELECTRICAL W1'"'21NG ano I='X-L!RES, =LUMS'NG FIX-J~E5. APPI..IANCES, and CAeiNETS ARE N.I.C. and AF::E S-IOWN FOR ~E~E;;o::ENCE 0'-IL Y. 4 AL-IN-ERICR PARTITIONS A-.:1:: 2x4 hl 16" O.C., ...;NLE55 OT-Eo;;:...U SE NOTE~·­ :) RE::ER TO POCR. .aro wN:::;OlL N~__.~TAL_ATI0'-..1 PAG::::S fO~ DETA-_5_ :0. "\ .... EF210~ WALL-;~§:~ 'S 1;2" GY~eu~ i..UALLeoAR:J :~_I C.) TYPICAL GF"<.EENe:OARCr CN.I.C) '5 :...SE:::. 13E-ll"-:::> Pl...UHE31N6 FIXTUR:::S F:oi?:OM t;LOOR L~V~L TO 4 Ae>OVE F_OOR LEV§_ and -~ROUGI-IOL T TLB ana S-!OW=:R =:NCLCSUR~S 1 1'-..!TER"OR ROOF LIN:::::R IS ~/8' G:YPSJM i...,AL_SOARD (N .. C.), UNLESS NOTEP CH-<ERLIS§. B. CEU"J.G _ ""~F2: eE-OW SECO"-JD FLO:JF: JOs-s IS ?/8' GYPSUM WALLBOA;;;;;;;:::.: (N.I.:::.,, U.'-ILESS NCTEC' OTI-IERJJISE. 9 DO '-I::JT :;R,__ HOLES T-IRO .... G-=oSTS or BEAMS. 10 CLOS:::::T Sl-EL VI'IG a,..d RODS A!:;2E 3Y o-HERS 1· AT CON-RACTORS :::ISCRETION, RAIS::: WIN:JOWS ... 0 ALLOW c_:::.L.~NCE FOF2 F~E -Fo;;;;:;;:ME==' ::::oU'-IT=:f02/eACKSFLAS-l ASS~HPL Y. 2. ;_INDAL CE::AR -IQ"'1ES INC. DOES NOT REC0'1Mt:"-!D TI-lE USE OF ,.61'-, 'r' FORM o= '-IU.r--'IDIFI:::R .-.... CCl',::JITIONE:::· LIVI"-..G SFACES. -IUM'CIFIERS A::.:·:::: -..:si5TU.RE THA-~A"' =ROMC-E MO_:: ·SROWTH. CONCENSATION ANC OT!-ER ""::J'STURE RE_ATED PR.OBL:::.....-5 13. REC=:SSED CL:.~ISTER _IG-ITING IS NOT TC EE 1"--STA_LED IN ANY INSL.LATED CAT-EDRAL C~ILING. T-iE USE OF ~CESSE~, CAl'-.IS-ER _IGI-TI~G R::DL.CE5 / T-IE ROCF'S A131LIT"f TO ~'='=:R=ORH PROPi:::I02_r-SY "-TI02.0DUC NG A -lEA-SOURCE DliiiC.ECT;_ 'r NTO TI-E ~OOF CA'VIT'r 14 JJHEN =LA'\15 ARE 0]'-.; 11" x l" 5+-IEETS, REDUC:::: SCA_E 31' HALF r:::JR f'~OPCR DIM="-.i.SIONS \ \ \ I / / \ 5'-4" C-1 CC'lDITIONS TO PERMIT 3l'-4' b'-0' ~------,!"---~ --.r 10'-? 1/10 10'-8 ··--. ~------+-------'"---''----::.'-~ 1/8 II ---+---' lC::' -& l/16 I I I I I I 5>' 4" I I :; 4" I I I I I I I I I I 5' 4" f-;,:o ][o ][v ][o =j f-I 00 00 18'-8" I I I I I €1 II.~. II'-,< ElEDF¥J'OM '- / I /I'\ ~lb-FP j'f\\~ I ,, u I CLCSET I I I I " I I \ :.= = = ::---" ' I j SEE PAGE '6 FO~ 1ST AIR DE~ AILS I 3l'-4' ~ I I jr o5 5-4" '& ,, 4' --."-~~--71~-:::.·-4" i I I I I I I I I I I I ) /\ / \ /SS.bCE I I -----l {)I ~ , I -h .ll > ElED~"<••OM '~--· \ I . ro~ \, I ~~-~I'"/) I / ! 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Ill t- LU LU >-:I: Ill -[]) " i :;;! ,,, z "' ;;;:; X ~ w "' n Cl < u 1-<\) 0:: ~ 0:: z ;<( '" N 0 0 0 '" Lll )_ () .J r ll f- \ '" " lJ U) _J v '1 0:: a:: n1 Q w 0 w ;;; z 1-II _J 3: ::J '! lV []) u 0 u 0:: t-· "' w <JJ I !!! <lt z IIJ <J) ::::;; co >-' 0:: <.[ 0 w !!] '1 w _J I =l 0 L "' u ORDER NUMBER 1<.5412>4~6 . . i' c; i . - \ '" ' 1-' ---=--I . -"' -. c v ' c ' c ,---;::: " ~ c ' "' -c ,, -,. c 0 " ' 0 ~ ~ 0 D ,- c "t' u ~ CL _c, m 0 0 c ,, 0 w D t2 F 0 0 .n ' \ 0:: w []) ::::;; ::J z " (!) l) j z "' §:: "' 't <( "' a:: 't 0 \ \ ! _J [JI w w '" 0 ,, 0 IV ::;;: JL PAGE I / / / / / / / / BASEMENT FLOOR FLAN SCA!...E '/4· =I' -0" / / / / I. SEE = RST FLOCR F'AMING PL.AN FO~ F-:RST F~C·OR BEAM Ond ....+ANG=:R s1z::s_ 2 l...C.I-I-. 1 S "-!CI RES==O"-!SIB:...E FOR A."-!Y p:;::SIGN and/o t"'AT::R 1 A!_S CAl-L... Ed OUT AS N.I.C-. (1\0T IN CONT~ACT; ( .. r DY OH-IE~e. 3. ALL ELEC-RICAl.. WIRING and FiXTURE&, FLl..Mt3il\G =!XTURES, .AFoi. . .IANCES, a,.,d ::::AS.'~t;;TS ARE N.I.C. a,..o A""<.E S+-iOJ.N FO~ REFERE'\!CE ON_-...-. 4 A_L INTERIOR PART ~iONS ARE ~x4 @ lr:S>" O.C .. L.NLESS OT-!ERWIS=: 1\0T~:::J 5. REt::=R TO ;)OOR ano WI'\DOJ... iNST 4LLATICl\, c,t,e;ES =oR D:::T.A'LS. 6. ,:'HE~IOR WA!...L L.".i.E~ IS 1/2" G1"F5UM i...,A_LPOARJ:-' (1\.I.C.J, T'r'PICAI- GREE'-JBOARD (N I.C.J 15 USED BE-liND p_JMB!l\G ~::'X7\..IR;;;:6 FROM FLO::JR _!::VEL TO 4' ABO\/;;: I=._OCR LEVEL ano TH~OU.GI-OUT T JB Cirl'-"' SHOWER ENC~OSUG2ES. 1. CEILING LIN:::R 3ELCW MAIN FLOOR JOIST.e 5 S/8" .s-----PSl...t-1 WALLBOARD tN.I.C_), UNLESS "-!OTE!=· OTHE:;:,LLiSE. 8. DO NOT D~';__ :.---.aLES -HRCUGH PCSTS or !3EA--s. 9 CI_OSE~ s,..,~L VI]'-.._G an::;j 'O:::·S ARE BY OTI-ER5. GARAUE A60YE ·z. AT CON-RAC..-01026 ;::.'SCRETION, RAISE WINDCWS TO A;_LoJJ CLEA~NCE FOR PRE -FO~Ed SOUNT=:R./!3ACKSP:.,A51-1 A56EM;L Y. II. L 1 "-lDAL CEDAR HOI'""' EO INC. DOE$ ~0-:-RECCHHEND TI-lE U5E CF AN ..... 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C,J) 2 FLO::::JR DESIGN L~i)S LJi<"i' LOAD ,.OC:AD L:.?AD / iO.,..A~ LO.Ll.D 3. TIF CALF~ OR ... ols-s ARE "530A, ~.'/2" '-..1 (11:2? :;:)ERI:::SJ ESS No-:-ES __ ;;:H~E.RWISE. JS:=: (3) "'1C4, Bd All'.,.__,_,.~-B= AM 4-~31-~l, ':l.i/2' LeL SOL'D 5LOCKING 5ElCW ALL FCSTS !=~0...., ABOvE, UNLC:SS "'OTE~ :::>ii-IE::e.l.l.ISE. 5. P~.::Jvi:)E t=_:JOR JOIS' o~ BLOCK NG BE_ OW ALL NTE~IOR '.jON LeA:.: BEAfo<INU F-'ARTil'c;NS ~ARAL-=L 10 J::JIS'S. b p:;;;;.oviDE DOUBLE FLOOR JOISTS or BLOCK 1 "-.G EE._QJJ LA'\.IDINS POINT OF S~.QIK 5-RN::::.ERS 1. FLOOR Sl-l=4il-1~6 IS ~51, 3/4" ft6 ~="-'VXOD w1th "'1!;3 AD'-1!::SI'/C: a"ld 4'161-.S, ~B >', 2" FLAT ~EAD SC~!::l-5 at 6' o.c. a: E::;G::::S a-1d 10" o.c. at l'<i!::~HEDIAiE SUPPORTS. R.l..N ""'L 'T'WOCD LONG D1~ECTICN =ERFEN~ICJ_AR -o ::LOOR ...:oiSiS ~. 1--lANU!:::RS ~- "180-:.!60 -:SIMP SO~'-\ _;ANGCR NO IF'3.:7, SIN~LE TOP r=' _4"'-C:=:, ~80-234 tSIMPSO'"! 1-A'\IGE';;;;:: NO. LBV3'3.S DOUBLE. -o= ::LAI\..GEJ "480•2112:: (SIMFSOl'-. 1--L.::.~GcE~ NO ...,uCORN-3.12!;>:X9, ExFOSED.l "'180•212 (5 MPSO!'-. l-IA)'...,GER NC HUC0~·3_12?X'I, Ex=oSED: ~80•214 i51'"1PSON I-lANGER NO. HUCORN-3.12:;::X 13. E:XFOSE:::) ~80•?10 ;_'SIHFe.ON 1-A-.!GER "-iO HUCORN-~.l::?X'::l, Ex=oSED; ~8~-=-le:· (S MFSC~ 1-!ANG:E~ NO -I...!C0~-?.3'/9) ~0·-_,80 ('&II-IPSO'{ 1-.Li,~GE;;o;: NC. G_ 1!:7 . ....!o I J!2". Ex=oSE:J) 'ilf-+1::.)'..., =LA '\IS A~E ON 11" x 1" Sl-EE IS. f'<:I::.D...!CE S:::::/~LE gy ....,.J'.LF i=OR PRO=ER DIME:.\ISION5. >-ll ID --I-"- 1/'J z 0 Ul > w 0: '" z •! _J Q ,_ ) Ill IU ~ "" N iii t-w w >-:I: Vl -m ~ :;;! '" z ;;;:: X ~ (.!l <{ i'i: N 0: N 0 0 0: 0: w 0 z >-- 3:: ::::> 0 Ill ID w 0:: w z :; >--<f) 0 w (/) I =l 0 ORDER w !;;: 0 0 w > 0 0: ·~ 0: w ~ w 0 ll z "' Ul l_ () .I !: () ,_ "' ' u <Jl "-o1 w IL u ' <Jl '" ' <l r ' ' ' ' I w 1- <{ 0 (/) w ii" w (/) w >--<( Q Q w > 0 0: a_ a_ '<( I"' ,w :; II~ "' Q 0 '5' N _j <1 Q "' _j u •Jl "' <1 _j u NUMBER K54~4o:l6 i 0: w ID :::0 ::::> z "' (!) ll I z "' 3:: '" '1' <( Q 0: ~ Q ' ' I ' ' ' _J Ill w "' Q "' •! 0 :y ::> J PAGE 1 412 C8, REC-..1 :2x4 OU-LOCK:::RS AT 24 OC '-;-v:=>; '"" / / / / / / // / // /" . / ROOF FRAMING PLAN SCALE 1/4" 1'-0' yp~r::v AC-UAL 3EAM DIME!\,6101\!S PRIO~ -a :::;...'7-ING POSTS. 2_ ROOF BEAMS SYMBOL Q "' JJ y QQ "'R 11416 SIZE 3 1/8 I X 9 I G_,LAM 3 1/8'' x 101/2" -:::LL-LA~ 3V8" x r= ' e:~~-AM 3.1/8" X 1?'' C:::LL.LAH 5.1/S' ;-<_ '.::l" GLULAI-1 ?_'/8" X '0./2" G_ULAM tx8 s::q: ~.2 OR BETTER BUlL T 3. :;;;;oaF DES GN : .. DA:::JS Ll\1:: LOAD -b:Z PSI= DEA~ LOAD = '5 FSF iOT AL LOAC:: l? FSF L ROOF 3EAMS ARE ::JES Gl'\;,::;:.: FO;;;;;::: DR'n.,,Aj_._ ROC.f LI)'..ER S Tv='cA_ Reo= RA::.TE~S ARE ~40A, IL1 /8" ~J' (',0 SERIES) at L.:4" o c, UN~=:SS r\OTED OTI-IERWI&E UP / 0. ~OOF S+-EA-HING IS 006~1-5/8, S/8" E-45....--HG PLYWOOD J.Jrth -lll6-4·, 8d GALV. BOX ~Ai~.-5 o-_ 6" o.c. ot Ei:JGES ano 12" c.::;. at. NTERMEC)'ATE S:J~=PaRTS. RUN PL vl..'OOD ~ONG DIREC"7"'Q~' FERFEND CULt>.R -o RCQ= RA=TE~S l. A Tl"AC-..J FASCIA .j/ ..--10, 6d GAL '1. (B~OLUNJ SIC 11\G NA'L..S ~ EACH RAFTE~ OR B-OC<ING SUPPORT uSE TWC NAILS I=QR ::::ACH FASC 1 A 5CA~D. 8 WA"iGERS "180·2l0 'S't-""'1=50'\! HANGER NC. ITTI'~e,, $INc;;;=~· TQF F-=ANGE) '*"lBO ;235 rSIMPS0\1 !-lANGE~ NO. LBV3 1'.88. D0~3LE. TOP FLA~GE/ ~80-::'52 (S 1'1PSON HAl\GER NO. LS&J,:!S, A:JJUST ABLE) "'--T J JJEB SPACES WITh ~IB PL Yl100D 9 '601 TRUSS PACKAG= INCLD!"S AL" REQUIReD B_CC<ING A'ID P!=~:-1At..ENT 3RACI\!S 7C 6E SUPPb E:;· 61 .. TRJSS MANUFACTURER. AL--EM~O~t,~T BRACING AND OLIORING TO BE SUPPLIED B""". OTI-ERS. 10 WH=:N PLAl\iS A"2E ON I" x ll" SHEETS. REDUCE SCALE BY HALF FaR o"'oPER DIME'JSIONS '.ote All rocf s"'stems 5UOP red w,tn :;;:asy T>~'G ~ uwood should rave the pl.~r;.:,ooa l'l&ta1lecfwlt.r ~.fle to'1g..Jed sdge uo {I.e. Pc1nl.1ng :oword the top of the rooP. .A~ excep:.ro11 rna~ be 'l":aae JJnere V1angular cut.-cfrs are 1'lade, ouch a<l w"len e-heathlng r·;:::;psa "co=-s When e-g;..,are Gage sheathng ,5 used, t"'1e t~IJ!"'9i.,..lar cut-o•:-s a~e fl1o~ed ove~ 8"'0 used on tre ot.r~,. end of the sane rou..'_ -,_,s s nul possrb e w1t.r Eas~ T.!G wher a 1' pan15ls are 1nsta !ed w~cr tfle ~cmgu~cl ecl2e wp. lns:ead, nstal! ~e s1de c:-the rear-.... 1vi the ~CnS:JueU eUS:je up and t.h<::::' ::.J-\.her b ae 1.1.1 t'l the :ongued edge dc11.'1. t1.e. po1nt1ng :cwards the ec ves.J. Th; tr1angula~ cut-offs !'rom :?~'~e &Ide of t.ne roof car: be ~.-sed on the o1hsr s Cl6 1.1.11:h no lo&s o!' fuctage. / ./ / / 180 2?2 (5) PLCS (3) 416 S v~ I E.A'-= "' C:.l I 1··2__112;_ 4/12 4 4/12 -. F'iCl--1 °1~Ct-l /--(3; 2x WIT!-1/~ ' PL ~ J..,OO::; // BEfWEE'l EAO--i I""EMBER // USE ~66, 20d AT 3?'' O.C AI TOP AND BCT-OM STAGGEREL~.) JJITI-I (L_·) 4.,.. EAC--1 END AND EAC.+-1 SIDE TYPICAL 6UIL T UP I-lEADER >-lul.'l·l· .'.1. CO+ij_2__~ 2.t !_[_!_I ~~ I I I I . I I I I I I I I I I I I I ! I I ~I ~I ~I ~ ~ w 0 z 1-- ' 'w ~ I~ I I :n I 1; I I 15 I Q I 3: G' ffi 0 .... \1,! WL [2 tO I~ li!J ...:=: 1-Iii ~§ll!l~ UJ ORDER NUMBER K£,41/!)4~ I~ 10 I I 18 > I~ I~ !~ I~ ltii 1a ' co 0 ' 0 J PAGE e ~"' ... · ,lj 'I '\' ~ \ : r: r· 11. 0 ;iJ ~~ "'z ~c .f>.:;:: ~Ill ;iJ -, tJ)~ , ~ ~ m r m ~ ~ ---1 ~====rr~! ~I k" r i ~~ il-))lim 1\Lll\1 II 1. I~ ,------ 1 I IIlli I I 111 I I I I I 1 I I I II ' ~DlJDCJl:l 'iDOD~ ! 1 I ' /1 I '' I ,_ ~~ , , , I I I I I ' II I I I I I IIIII I ? !:"r '" X ' \) :r. "' Jo. ]] ~ Ill 0 () () Ill "' -, / 1111 v~ II' ;I ' I' ' I I I I I \\\ , I :1 . 1111 \ II II Ill: IIi I II ~I\ i I I I I l mil !1. I I. ·ill : I ,,IULill I Ill r<, I 1[11~~~ I . 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L' d 1 c d H :::0 CLASSIC L NC)A_ 12/8/06 '1 IS nr-:·f lo D•" reprO(IJ-:(:(~, .-,cr i~ the In a e ar omes n'J"' u: Ol •:.;c··o1n::d tD l1e u:ocd to pro':lur:c XOGLr:l~, ur'es~ writ:er ·=r'w,enr is rirst ob\c:·ied frrJ"TI L.'--r;,·:iC!OdiJI- O"T',fS ,. -----1----· -----ul MODEL -> tlj Gl "RASER "' ---------· DRAWING NUMBER 404%LCi ~'·:1) Ill!! IiI: Ill~ II : ! i i : i i I I i I ~0 D IJl [Jl AID D [] []j tt 1 '1\ \ l I I I i I I i I I "-,----- ~0 ·1>1 --~~\ t-.1 ''I "ol \~ I 1 ~l . .) I ' ~\ "'' 1\ cO\ I I . • I\ \j , . _I I i\' I I _r;-: -r· I \1\ ·~-, -:111 I I eo,..,cy/ Jil i , · I ! 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I~· 1-l! 0 ;u ~~ -1>-z ~c -!>.;:: ~~ ;u " -)> -GJ f'l I 1: Is' (l (l ' "' HOMEOWNER WEISNER DISTRIBUTOR MAJESTIC p:::L~KS CU5T0'1 .-IOME5 SERIES C~ASSIC _IN:::::::·A:_ MODEL FRASER ORIGINAL SHEET SIZE 22" X 34' DRAWN BY NC DATE 21810& DRAWING NUMBER 404gb_LC2 " C) c 6 !>; () z 01 -"- () I r m t1l i l: ~ " ~ X "' OJ (1 -l -l (] ::( lJ r 1> -l m .... -.-/ AI }0' ( ~J 14'_1 ~ 0 ~~. -~ tii-~-11 01 c :;1!() l> ~ OJ r • ()> -1 ~ rrri Ill () () _, -l / _,I )lJ I-"-~ OJ mr -"-:;1!m i Cl "'ffl -l I < m J> t1l I~ Al z Ill ttl , -l xm , t u m _,, G 1- Al mm (l '-' ,, C) () 7J)ll " (C .1> [JJ .. l) -l tJ () ' ' ;liD -l m E::_ II lJ --( ' / < "' -l I" l-'' r u )lJ ,o -1 m QJ lJ ,-C) c' 7'-m 11 1":;1! 8 < lJ m ='Cl m ' )lJ D r 1> D~ ' 11 IP "' Ill ' (l)li I l1 ~ l>r m 7 rl> l-' (;> '" ' < " ()()> I c " z U:o (;> ' )lJ I I I I '~',., ','. -------t I I i; ', \ N ' \, I I .::::. ~ ' / T ~ tl C> ~ SEE ~J<'~-I0\11\_ FV/\l _i\JI::::r~ Stli'VCE ?EPORT W:·. 451 I Oil All OWAilll V/1l ,_;f S AN;JlQK CJr~DilO\S OF USE CJr~CERNiNC MATERI.ii.L PRE3E~ED l'i THIS DO,=UME~H. IT IS SI~B"·ECT TC:• RE -D:MII~J.IITIO\, r:JEVIS Or-.IS AND J'::•SSII:JLI::_ 1~LU~I\G liS dr:::v11n'1 i5 c:_,--.;:;ic~rcJ !Jrupridcly. II ~ ·K,-·IJ t>c ·:;or•}ducoJ,:J, ncr is the mforrwJ\io·1 r:unl:JI 1ed iu u~ u:;cd Lu ~-r ocu-:;c pro::iuds, .-niE~3 wri·_-.er ·:on sen; i-:; fi'sl obtcircd ·rom _ind:JI Cedar Hornes " 5 01 ' U I ~ () - ~ () X 7'~ liz- a h' ~ ~m~ (pC: -I r rp _, r ' ll L (~ jll(J; () ' "'' lJ) \).1 ---<. _Jl (p(l f-• --1 1> )> 0 w "'· tJo.;: i!l ~ ffi1J -~ i" ' "' b • ·(!) < ( (:;\ 0 m r (; ' 13 -S" TO TCP OF ROOF BEAM "I' 1 S;B " TO -o~ OF ROOF BEAM '21'-IO 5/'6 "To TOF o= ~ooF l3E4'1 8'-1 1.12 II TOP OF 5UBFLOOR TO TOP OF DOJBLE ~·x PLA 11::::& ' I I , ~// _/__.--/ }'I _/ ---//_// \ //_// !); I // __....--\. I I ////\_;II I /// _/// )< I I ' // _/_/_/ " t ./' //...-/>-..__/I,/ / /_// . y..:.___ / _J._/-\ ff\ (/(r-I (~B Ol .-: /j . ~, . . I lil t::::l t.. 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CO\JCER~Ijl\jr_; 1.~,'\Ti-RIAL I'~[S[I'IIEI) II\' -IllS DI..:C-'IJ.EN-:-IT .s A ClY .1\JI I AI_ 1\1'<_,' l HI~ :=SL UCKS [-)[_ _OvV YUU A~[ r::(•'WI~,?MII'-J:; -HAT -HF II,IFnR~v~AT ON COi\'T 1\IN=:C CN n-IS F'l\Gt Hl\S BE~.'~ ~~::., 1;;-;-Nt\_:-R=RMIT FLAN& _ _R~VISIONS ------t~: I ------+-- .... z ~~(SERIES---------------NIC MLUES-IC FEAl.C-S CUSt::::·M I-IOMES - DATE ;u C_ ASS IC L INDAL 12/8!0& ------------------+--------- DRAWING NUMBER "1l iJi!) "' MODEL FRASER 404'3f.., __ ::::2 SUR, I[ r:1 TO f\F 'XAMII~IITII;fJ, .'\"'1!1'111--:•,'-J'- AND I"U~SIEILE CLOSI~E, "This -irow,:nc; is :::J'1~:~rrr}d Jre>,Y;~,lu1 y. I! ·s 1 ol !::: )e repr\;d~'"'<a::J, lOt s thJ 11 r~!>rrl,lli--,·--Ill Iilii! <"•I !,, h~ IJJL'd Ill VC::luCC [" 0du:::h. un e ,::; ,_,r1tlr;r r:o1se-1l is --·,.s; ol::to nee fccm ndal Cc·dcr Hv"2~ DATE •2$ ~t I r2$ ---_ _[ _________ ----------------+-- r'·3~ I 13~ 1------~------------------1- 1"4'1-I +4~ j I - 1"'' 16 ' R!:_ V,1 EvV=-C AI'-IJ APPr~O\i_-0 Lindal Cedar Homes DEALER APPROVED ------------------------ CUSTOMER APPROVED DATE .,, '3 ~ '4' . -: ~ l .. b~ : 16t _L_ --------------I Ill< I t I I ~ '"' ~. ~ ~"' '\ fi,_~ ;_;~ <H ,-_ ! CROSS SECTION thru C-3 SCALE '/2 '=:'-C" 1 CONCRETE WORKS (~ESIGN a~d MATERIA~SJ SY OTI-IERS. "'· ..::::.. CONTI'JL.::J ..... S 0-M·~-. PCL 'rE-1--rrLE'\E YA;:;'OR BARR 1 E~ (5"'" OTHERS) 5 T::J SE INSTALL ED. :JRAP::: AN 18" STRIP Of POL YE~ -YLE~E OVER ALL ROCF BEAMS ABOVE lJEDSES BEF:JRE RAI=T~RO .L:;;:;E POSr-IO~~D Al--.:J AT TI-l~ TOP5 0:: A._L PARTr-10".5 n ... ,u,; MEE-H-IE Rcc:::. 4~-_,'SINT5 1"1 TI-lE VAPOR SAR~IER A~E TO BE CV~RLAPPE!) b' '11NIMU-...-, IS" MA>CMUI"' AND s:=ALED LLITH A CONTINL..OUS 5'1;2!~ OF PO_lETI-I'fLENE: -APE tB"V OTI--IE~SJ. SEA_ TI-E RCOF VA=OR BAR~IER TO TI-E EXTERIOR WA __ \IAPCR BARRIE';;;z IN THE S4M::::: MAJ"...NER JSE GAS<::::::::::J EL:::::CTRICAL BO:XES .. 6.Np SEAL ALL PEh..ETRAT 10'\.lS. 3. ;".~L :r-.eULAT Cl'. 15 TC BE \..1\~ACED FIBER~-=?.&5 BATTS _EAYI'lG A '1NI....-UM o= A 2' UNINTERRUPTED A R5PAC:::_ LEAVE 1'-.0 GAPS USE ONL I FUI __ 24' J.;19E 11'-51..-LATION BATTS WIT!-T_.l 'A=TE:::ZS. 4. IF CLEA~ 5=-Ac:S OVER INSULA TIC'. a~ ELOCKING: IE:> LESS H-AN 2", .,.l-IEN CJT NSULATION TO S.,.OP at 3LOCKING ,4 __ FC,)'-I:::ATION DIJ'""!ENSIOhS TO 3E PER LOCA.1-CODES ALL PR.41'. .,..!_ES. VAPOR !3A~RIERS A'.::: OTI-H::R '101&-... ~E .AN(:.' WATER CONTROL 5-..-S-E'1S ARE TO BE 'JS7A~-=E:;' PE"' LOCA~ CODE:S. WI-;C:"l. P_ANS ARE ON I! I X ll'' S--IE:::TS, RE=::·UCE SC.A:...E BY ...jA_~:: t:QR PRCPER =:!l"'E'!S':::::r....,s. -("~ ':)~r-'ermarc~ CJ: h,~ r.:jer S::JS.em d~pei-OE ..!pct1 a prope .. ·~ ·,.r.S"·L-sd ·oof' LLit'l "li'::J(''. r '.'. rc::: f.oe~gless lrlSt..ia•. 0", a 'rllrllf"lUm 2• a r spO:cg above lhe m;_ at1::>n. and a complelSI::J sealed vapor bamer. 1=-::;~cu are ..;rcble to r:>, .... re t'11C> ::~ou sh::::uld com1der a!'terflate 1ns-a'..OI": r"'l<St.fiods. A closed ce I . ..;1gh dens l1..., oc ~uretrans. 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T-IE \/4POR 3A~RIER .AR:: -c !3E OVERLAPPED & "-!,,'["' JM, 16' HA.X',.,..:...~ A\iD SEALED LL'-:-+-1 A CON-I"JJOUS ST1;21P Of POLYETHYLENE TAPE (6Y OTI-I:::RS/. SEA- THE :0:::0~+= VAPCR BAR:O:::IER TO :HE EXTERI::::JR LUAL_ '/APOR B4RRIER I~ ~LiE S.L.ME M4N'JE;;::;:. ~SE G-4SKET:::p EL~c..,.o;;;:,'C41-30XES L'.)'...'C· SELI- AL~ FE"!ETR,4TICN5. 3. A!...~ :"-!SJL.A-ION 10 TO BE U"-.,I=ACED fiBERG:~A$6 B.4TT5 LEAVING: A M N'MU .... Of A 2' UN "'TERRUPTED AIRSPACE. LEAVE: NO GA=S. LSE ON .... -.--FUL-2-4" LiDE 'NSULATI::J'\ BATTS WITH TJI RAfT:::RS. 4 r= CLEAR SPACE OVER IN5ULATION at 6LOCKI1'-.G: IS ~ESS THAN 2", T-.Er\ CuT INSULATIO"J TOSTO:=' a-t. BLOCKING. S. . .-61--L =oUNC>ATION Pi"1ENSICJ'-,S -c BE F!=R 1--0CAL co:::~=:s b. GF<::'4DE i""~ST S-OPE AUA'r fROM BL.:LDING l ALL :::RAIN TIL=:S, VAPO~ eA~RI=:RS A)'...::J OTHER MOISTURE A.\JD UJATER CCNTROL 5YS>-EHS ARE TO BE '1'\S-:-ALL ED PER LOCAb CODES. 3 .uHEN PLANS ARE ON II" x ll" 5+--EETS REDUCE SCALE 3: ~A-= =oR PRCPER PI-....EN&ICJ'\S The p~dor-rr.-'lrice or the ·cor s~e;-:.~m decenoe, upon -"1 t:-r-::?~erl::, ven~ed raci" w1tn l1ght f'1H1rg f b~rgit>s<; 1rE:ulat1an, a tr.1'11murr 2• a1" soace above: _...,e ''s_,:a~1on, ard a comt::>lete::J :=ea.ed vapor Ca~r,e~. f' ~au are unable to 1nsu~e ._h 5 :JOU e,hould cone,1der a ·.ernate nsu 1a:,o--meth:::::>ds_ A clcseci-ce':, r~r::;r de-nsrt.~, poi~ure-;.hane, oora::-ed-ln =-oa~"" Ma~ be e,uoe,trtuted :-cr the =-'06rgfass batt::. "'l--o:;.r O"' the f?I.Sns .. .6. l,cen:::..eo rn::.t.aller Jko prov1des the UJarrartee ror ~he ·reo.,;I:'Jt.cn an:::! the rne_,ta' a·.1ar s:Jeote:rr 1LI':>l 1re~a, ~ne Msutatror_ These 5L5-ll";fl'l'> 13re ge:'"t:::r1lllj !iAlflll~d 1n an unv~led ~aof' ·"'::l"'te:m Ple:A_o;"'e check. lac:a '?U11a.ng ae:par:.menl•s requ,rem~ts flnd Lhe 11-"\S~i,'lllon mr.nuf'ac.Lu1·ers ar10 1nslal ers wa·rarlee Oefo~e c:ors,cerl,-9 S~lch o1St1ons. 13ranos ta co"srder :::c•bond Corpo·A·" Of'! D~TIIe:c foe"" =:rrterprl=es B·c-Pao;ed S::;~s: ~orth Car. 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II I II I II I I II Ul z 0 Ul > LU c:: ~ i7i t-w w ~ c:: LU z 3:: a LU ::;; a I I I i c:: I~ Ql ID ll ir <ii f- Ul lil 3 0 I I '" UJ I !:. l) I ~ I u " I ~ w IL ~ I~ ' c:: q w l: Ul ORDER NUMBER K541Z>4'3h LU >-< 0 _J I I 'c:: LU I~ z 61 "'' _J u <!) <!) -1 I u ! PAGE 14 GENERAL NOTES L T-IE LSE o= S ..... l!"'5 /.l.R::JUl'-.D • ./"J=='Cl.i...S S CCMHC~ PRACTICE. 1-tOWEv:::~. --IES:.:: 51-+IHS A"'2.::: '-0-SHOWN ON T ...,:;: ;:JFT A LS SIZES t =:....Ac::-..-ENT' ~/\Y V/\RY. 'OLERANC:::& >-lAVE B:::EN DE5'G'lED INTC TUE 3J 1 LDi'IG5 ;;;OR THEIR JSE. 2 A~-'"'OINiS SU5.,Ec-TO A R OR u,c,-:::~ '-.i='L -RATI::JN MUS I PE . .:d.DEQU.,.HEL Y C.Q.ULK..I:::::·, SJC~ AS AROLND L)NDOWS, DO::JR5 4"-!D SE4MS PROT~UDING THRU EXT. JJLILL 3_ ALL C0'\!0-JFCT~·RS, NUTS 30_ TS 4 WASHERS A"'2.E:: AS FER =L.i'lS. 4 TIS VE"'2.Y I._.FORTA~T -l=lAT -1=1E F~SJ... LJAL __ BE CON5To;;;::UCTEP ACCURA IE_....-, ACCCRD 'NG TO PLANS TO INSURE 0 ROP'=R =iT CF WI~DOWS. S C_CAR CEDAR TR!M ("411 C. '.><4 <: "'4l2-C, ·><'.b). IF p:;;:;:oviDED IS 5L.PPL lED IN ()'.::: FOD-ii\..CREMET'>. TS_ CI-IECK PARTS LIS-FO~ LE'JG->--~5 AND Ql.ANTnES. PLEASE VERIFT ; ... .OCATICNS ;:OR ALL PIECE.e: C!= C_!::4~ CEDAR TR J-1 e::.=oR:: INei .L'.llA~ION_ 0. SO''·~E l'-"'.t,TERIALS CALLED o:...;-r IN i+--ESE ::EiAILO MAY NOT EE F~C\ISJ::::::> BY L.C!-1 ~EFER TO C::·E&'G'\ s=t:ci:::ICAfi0'-1 SHEET FO' Ac-JAL MAT::RIALS FROviC>=::)_ EXTERIOR TRIM SCHEDULE SIDING. TYPE -· -I x 6 Vll!I'!T. T .fG I x & ~;z. T.fG ~=cure DING (2) "L,0 !, 1.3/8 1 X~.I/2 11 RECL..T S'DING b PROW COI'NI:lle R:::cur 5 Dll\.G n; "460. 1.3/8' x3.'!2 :·2) '"468, · x.3.1/2 ., RECUT SIDING ( 2) 11413. 1."!2"x3.:/2" f- or-------+------+-------+------+----------+--------~ b I WINDOW or POOR lJ NEXT TO POeT NONE 114100, '.:=·/8 'x3.1/2" "'4bB, '"x3J/2' 114'3, I_ /2"x::;J12" l ~ r-------------r------------+-------------+-------------+------------~----------~ til 2 WINDOW6 or DOOR n NEXT TO POeT NC"E NONE ll4~4. L318"y1.1/4" 11460. 1.3/&' x3.1/l" -11461. l"x-.1/4' 11411, .:/2 "xlJ/4" 114&8. I' x3J/~" '<ONE 114'3, .1/2 x3.112" • i""l~-' "'~A:I:~'AL WILL H.CvE ~ii---IER A "C" De:6 G"-.A' 0'.1 A;;;TER TI--S: ~ART NUMBE;;;:::. FOR UN:PI~ISIJ::D cE::'AR OR ,4'\! ,...,.. .::JES C!'.ATICl'... FOR >=JRESTA NE[:..-. ' 1---· ~~-------------------2x6 5TJ~5 I\.' ---S-~A"..J::% PER PLAN -EXTERIORS DI>;G 0 ER PLAN ----SEE TRII" S:::I-EDCLE (~::·, -'~-c-'-~-~-~~--2 ,-C-,-,~-,,R'---N-'E=-:..R__:__:D__:.E_T_A_0_~.:::::.-R_~0-. ____ 0_1 ----(2) •41 C x4 CEDA"'2. TRI"'i TOP ard B::JTTOM FI_LER E.i'.CI---1 SI~E PROW FRONT FACE ~~ '·, TWO WINDOWS t B \1----------------------- \ / SCALE '1/2" 1'-0 I DL8PR&0.3 -~1 ''~ ,/ DL!p~ggg VI ----LINER FE~ FLAN -POST PER FLA'J -114-:2 -C. lx6 CEC>AK -~1M -cp and BOTT0"1 -(2/ 01 /11-C '.x4 CE::.>AR TRIM \ \ \ \ \ \ \ I \ \ \ \ I ------WIND::?W U'-..IT PER PLAN \_____-~---SEE -RII ...... ScH:::DULE: \ \\ '---------S'Ql,C-. end SI-IEAT ....i,'-...G ==:R F:...AN FROW FRONT FACE /~', ONE WINDOW r c\ 'r------------------------------------ \ j -~~ SCALE 1.1/2" -0 I D_8PR?02 -0' I I I I --=oSi FER FLA."-. -10Lli-C, lx4 CEDAR TRIM. ON 5 DES I r-"L-2-C, ·x~ C:ECAR TRIM. --..__--..__--..__--..__j-----[.__/'"j-----~ TOP ·3"d BOTTOM I I I I IJL-~ ~. -----7---J I \ \ -7 /~?~) ~J?;;~/ ZZ/ / /f / / "--'\_.;..-- < zc::::_ T ' \ ~ \ \ \ \__----······WIN::· OJ.' =E~ F _..61'.. \ \ \ \ \\ \ \ \ ___ =oSJ~. )/8' PL lWOOD \ \\ t=I;__U:~ EAC~ SIDE \ \ \ \ \\_ ____ --"biB. 4!12 i..,EDG:E EAC-t SIDE ' \ 1 1 --S:=E TRI'1 &CHI:.~UU: \ \ \ ___ l*613. 4/l~' ~OG~i'""OLD ( pif-.:.._F_:__R_:O_:W.:____:_F...:..E_A_K_:_,_T_W_O_W_IN_:D_O_W...:..S_ \, ) SeA._~ 1.1/2 I -0' DL8FR=o4 -cl ~~ ~oe' PER PLAN 'b 18. WEDGES THREE PLACES SIC>I'\!G o;ro S~=<EAT~ING -·------- \ \ \ ' \ \\ PROW FRONT FACE /~~, w/ ONE DOOR ( E' t------------ "-/; SCALE Ll/2" I -0" ~ ~SIDING and 5J-<E..6 -,_lNG PER PLAN 1/~,1 PROW WALL SECTION (\ F )1'--~-..,--~.-L-E--,-.1 r-,.-,--_--1 ,-<"-,--------'-------------- · .... _______ ./ ._._-~ . u .u ~L8PR8"0 01 ;:J:JOR PER PLAN "'4li-C, lx4 C::OAR T~IM PCST PER PLAt-, C2) 1t4li-C, lx4 CEDAR TRIM "'412-C, lx6 CEDAR TR "'1. -op aro BOTTCH -- WlhDOW UNII F:::R PLA'J _____ _J "6 & WEDGES THREE PLACES----- SEE -RI!'-1 SCI-IEDJ_=---------- PROW FRONT FACE ell ( G:,)r---O_N_E_W_I_N_D_O_W_, _O_N_E_D_O_O_R __ \'-/ 5CALC 1.'/2" = ''-IZl' DLoPR~00 '-~ ' _j '\ 03 f-() ~~ 0 .. _j ~ II I: !!l-or <J)lli u_ Ul ()il' Q_ Ill oW l I: 0 iV f'•' [ll ~ ~- ' u_ C<Jl) IL p Or c--1 llw ()til oil' itw lll'-=>w '" I: lJ_ 0!' () -lh-- "-IL () lL 1-() )_ 't () ' 1--,_ C) 0 r-ill I I I I I I / I I I I ~=-80-;; I I STR-iP I I I I I I I • I I I • I I I I I I ! I ! --,-'/""" --.., / '\ ----+-1----! = ! 'j....J I \ I '--..___ _ _.J /,-----~----,\ ---( c i I \ I I ~--/ I I I I I I I I F----'2'--'--~o~3-".'-"4'---" __ ,..._ _____ _cS'_':_· -__ · _'!'_!."'"'----------~~-------"~'-' _1_1 _11\\/1.""'---------.-~ ---------'"'----· ·_,l_.'CI 1'-'l"'-_j 1 MODULE 4/12 PROW SCALE ll'2" = 1'-0 DA5FR104 01 FRAMED ELEvATION FOI'<! DETAIL REFERENcE ONLY ----~ so-T::JM o= r.<2A=TER Ul z 0 Ui > w a:: "' " 1 _J IL f- & ill ~­ _j 1 ~ .... ... ~ .... ... ...... II k" 'ill) ;t~-l--'11''---__._.,_ • a:: w z :!; II' 0 Lll w 7 :::;; <0 0 LU I CJ >-rn ,z ~ w ~ 0 lJ ! a::: z 0 "' .il r: 0 -L I: 2 "' => ll '" a:: ~ 0 lli f-"- ::J u .. ,, fil ' ]---i(f) [2 til I W ~ ~ a:: ~ <[ w D L (JJ w 'f- i <( 0 0 w > 0 a:: a. ~ a:: w ::! 0 f-- Vl ::J 0 l 1 0 z _j 0 '" "' <[ _j !j ORDER NUMBER KS4tZ>496 a:: w ID :::;; ::J z __j ll' w lil 0 ~ ~ If PAGE 19 ,----JC:3 CdT 2x !3LO:::::K'NG at 4'-0" / o.c. =oR G1P6UM WALL BOARD / AND Al 2'-0 c_c_ FOR WOO:J / LINE~ // I // I / /-::x STUDS PER: ==>LAN II. ~ / ~. . // / r / v / ,//// / j..//. -COt-.:TI"lUOUS SCLE PLA-E PER PLAN / j // ; -SU3FLOOR P=:R =LA'.J u // // '-,_,.--'f (A'! SECTION Tl-IROUG:l-1 PARTITION \'-...... _ _/ SCALE I" 1'-C" C:L p;;'l01 '3~ I EXTE~IO~ WA._ .... PE'< PLAN ---------r I F-·====c"i"===s;:4-~-RAFTER PER 0 _A" -I ------~ -·......----------- ./-2;.; "'A LER, EACW S'DE BETWEEN PARTITION TO RAFTER /-----CONNECTIONS ( B 'r---------'------------- ""--------_/ $CA~E I" -I -0" DLIP2l00 -% Pes-PER PLAN INTERIOR PARTITIONS at PITCl-1 FER FLAN ~42, :2x4 FRAME ______ '-,~OVER1=1EA~ .. GA102AGE ___ '~,, // DOOR F>ER PLAN FOOT P£::Fi:! PLAN -, ~ ~~E •"151-C. x4 TK TRIM ~--•41S·C, 2x6 TK I ; I C::DAR JAME I / I I I I .6HCATI-II~G =!::R PLAN I ; I I I I I SICII'\G / / F'ER PAN _____ J I -I I CDULKING ---~ OJ-I. G:ARAG:E DOOR /~ ~, JAMB (2X4J WALL ! N' '------------------\ )-' . 5CAL.,E 3/4" ~ ,, g" D_IGA50 -C:l ,_/ FASCIA PER 0 LA~ "412, 2x4 NAI~EN;.:& at 24"o.:;;;. GA3LE DROP ::I-lORD TAJSS PE~ Pi....A~ ~------ I I I I ;I ___...I _...--_...--_...------------_...--I r-- _....._....._.....------I ='XTERIOR SIDING PE'< PLAN------------:1 -I ;;::x,.ERIOR UJ.Ll.LL FER F""AN -I I , DOOR 1-t5ACEt;;;: PFR PLAN 0\IC::RI=IC:AD GA-=2AC£ DCOR FER 0 _Af'-.. - 0.1·-1. G:ARAG:E DOOR (p')r----l-I_E_A_D_E_R_(2_><_4_J_W_A_L_L __ _ ~----......-_/ SCALE 3/4 I -C" DLIGA5>0C -:2?1 )< I I ,------HA~UF.Ll.CTURSP T~USS I RAFTE~S =>ER PLhi'-. I I ){I 0 DEPTH Of' OUTLOOKEI't I'FtAMINa. TO eE DE:lEf'NINED BY 1-101.161: CiAeLE:&. ~-R~\ OUTLOOKERS at G:ARAG:E TRUSS GABLE \ I SCALE -~ = 1'-0 ·"'"'-·./ ~ ----2'-'-s-u:)S PE'2 PLAN I ---'r-- sc.ALE I" - 1 -e I DL 1P:!li;Zl -'=l5 I j _ ... -~ . , -J0:3-CUT 2;.~_ BLOC<-'NG .:it l_j-1 I -_I LLL_ ~~~~~~~::~t~'':~u:~~~;;~ 11 I r----f WCC:J ~INER I ! /-:..!x STUDS PER FL~N / "/ II BREAK FAR-naN SILL FO~ PO&T FOST IN CROSS-MODULE ( E ")r---'--F_,_A-"--R-=---'T-'-1 T.:....:.I=O-'--'N,___ _____ _ \. / SCA_:= 3/L' = I -0" IJLIP:2l0:l -'3~ , __ ____. DLIGAI00 -C:' _ ..._E~ PER P _Ll.N "'632-C, CASING I. ~ -JOB CJT 2x s=ACER Ill..' --"IOISTS PER PLAN 1=t'~'-=-·=~=~'k---_NER PER 0 LAN --a -- t:=~·~=-===t-r--F-OOR BE.AM PE'2 PLAN -----------.:-::_~-------------HANGER P~R PLA'\1 ----.----.-..__ ______ G RDER PER PLAr-... PARTITION OVER (p\f--C-'-R_O_S_S_M_O_D_U_L_E_G:_IRD_E_R __ \ I SCALE 3/4 1 = 1'-0 I --/ t= I II=+ = I',,,L',,, I '~2x STUD EACH 5/:J:' CF POST w/ rl3. lbd E.G-. I~ SINKERS at =4 'o.c., ( 4.·· •' MINIMCM ., B=AI'"' I ~-J I /r~~Bw~~-;~:~-~-CWK~~~;~:~~~ -end ~t 2 1 -0 11 oc FC>R WOOS I LIN:::R I /~2x STUDS PER FLA'-1. I r// /-------------eR:::AK FARTI7"10N SILL / FOR POST /11/ i.V 1 I I FOST IN CROSS-MODULE (F '\r--, -'-F_A_:_R_T_I_T_IO_N _______ _ \ I '---.....___.../ SCALE 3/4" -1'-C" FL00R SHE AT --11'-.JG I=EF<: PLAN II Pt=R PLAN • * R:::=E:;;;::: TO 11'-. TERI:JR DOOR S:..JE:Et FCR RCUGj..J o=::_'-l'..G-0 INTERIOR PARTITIONS BELOW TRUSS JOIST FLOOR --Sl-BF_·OOR PER PLAN 1//./ _~~-T Jl FLOCR ..;OIST PER PLAN fr--,---,~~z+, ""=1 t-----/--::/T-----1 . GLU-LAM BEAM, .:~t 2x4 !.JA_L ~ fl O:::JR BEAI-1 PER PLA~i ·---.... NE~ PER Pi-AN ~ t----JOB :::u-2x s-J:OS FER PLAN =--'=· lf--JOB :::u-2x B_CC<ING .3t 4'-0' o.c. FOR GYPSU'1 W..::J.LL 30kl~~ ano at 2 1 -:Zl" o.c. FCR WOOD L NE~ ~---, CONTI"UOJS SO_E PLATE / PER PLAN I / /--··-.. rb.32-:::, CABI'J:; It IL-SUBFLOOR FER P-A" -----r;_coR JO ST5 ~=ER. PL.Ll.N I I ,~---·--f,U6FLCOR PER p _4)'.., l_L -tt-+--•360, 2x4 NAILER at 24 c.c. /// I C's, \ ~/ ...JOOD L NE~ '*'b3S-c. 3/8" x 'IlL" c::::o.c.R ~~IM \ ' \~fl. OOR s::=:.t:.'-1 PER PLLl.'-J 11-----L NE'< PER PcAN lk/dr-----J03 CU'7' 2:1'1. BLCCI'(IN~ cJl L~-z-.'l o c: FOR GYPSUM WALL 30ARD anc at 2' ~" c.c. FCR LLIOOD L Nt:~ 1 ~---C::JNTII'-..UOJS SO_E P~ATE PER PLA'J ,---"'b32 -C, ::::ASI\.G I I I ;5UBFLCOR"'ERP-A'< bit/ _l ( J.-1 ",r--' --=C-'-R-'-'0=-S=-.cS::.._:_M__:_:O::....::D=-=UL=E=--:..F....:.A--"R--'--T I_T.c...:l 0=-N- \ / -/ ~-- SCALE 314" = 1'~0 I DLIPIL01 -9l 1'==::-:'"====r---~ SUS'LOOR PER FLA'i 11---------LINER P!:::~ '=~t,N PARTITION OFF, BUT /-', PARALLEL TO MODULE ( J )1--------------- \-........_ __/'/ SCAL=: 3/4" 1'-0" DLIF 40~ 91 ------Cx t,I\ILER \('0,f---~f----2x 6.,..L,:) PE.;;:, PLAN I c," -I li2cS:i-j.------'~ EXTER;'OR 2x STUDS F:::R PLAN PARTITION TO E><TERIOR ~---~,, WALL CONNECTION ( ~ :~------------------------------------- \ I S:::ALE 3/-4' = 1'-0" ~L'P2-'::I -'3? \.____/ x\1-;~~::::::===j--· -: 2) 2 x4 !"-A I LERS ~ l.r---~r-----2x6 s-u::o PER 0 LAN 2xrb PARTITION TO E><TERIOR (L'I WALL CONNECTION '-I SCALE 314" = ''-Z. D~IF:'...,~4 -'!lB \~/ ~---.3-Lx 5TJDS f---SOLE FLA'= __.,.L- INTERIOR PARTITION (M\)f-~a..:..t --'-T--'-Y--'-P--'-I~C..:..A.:::L=----=-C..::.O..:..R~N-=E--'-R __ _ \ I s::ALE '/2" = ! -0 Dlle21':le? -9? \~/ Vl z 0 iii > w "' 0:: w z ~ rL 0 u W L ::!: "' ~ ~ >- CJ z I~ 0 ~ " "' 7 0 ORDER NUMBER K541'Z>4'*' w 1-< 0 :<ii [) 7 I PAGE J 21'Z> I I I \ \ \ I I 0 ;o ~~ U>AJ ""z ~c .j>.o;:: LOw "'"' ;o "'I "'e; "' -· '- 1'\. 0 --"" :::::. " 'T"' ~ ·c,~ ::( ~~~ "{::::.--% "'f ~-o '!(' G * "" r,? ell~-~ ::+::, :< "' "-I' ;;--'· ~ 7--.> ' ~ ,__ o1~r ~ ~ --t-~-~~-t ~-~ J T C;</--'7 ~ --'>< --<:> ~ ~ Q<,. "' " ~" --+-~· V\ l 1 ~ "::: Mfl'l-18 I; ~·I :.< 7 ~ ' _, "" "' ~ ' ...l . " "' i); '\ ~ ~ 'A ~ (f) ~ --\ ~ --- 2t~ ro , ..., ~ p ""' -:-_ 'f. ' i l:'~ #; ...- l~ ..::5"', ~' ~- q,l"' • ,---------------_j iji ' "' . "' ' .... "' ' ... "' ' ... I I I I I I I _:& (/j/ I f I I 'if I I I I I I Fi!t II "' IP ~ ' '" . ~ ' "' . "' ~ ' '-b li4 ,, "'lv(§l :n a 11 1 Q _, "' ~ ' ~ "' IP r ~ ' "' 141-l 1/,.t>. " '!"tIS "' ' ... "' ...l '£. <:!1 ' ~ ' L--1--+-? l--1-+--i-- ~ N ~ "' ... ~ N v "' :1>: ll.l!!lll' TLJI FL ' '; ~ co ll' ' ... ~ ' \ ~~'I L---1\~ ' ' "' "' ' ... "' ' ... hr;s/ /to.,e/ "' "'-"' • \ "' ~ ' "' _J • I I . 5t:.''7ntn )61--', t: I I -7>' I 1 u& • l l "11 : ,, i / "" " l._l ---' HOMEOWNER :0 \n-C "' VI :::::C "' 0 -+- <;; "" ('> s '7t1 " .. ~r ;."'~ "" l ~ :j: " ; J -!-~ " -t:: ;c- \1-. s :::v ~ '9"- ~ i o1 I I ___, ~ -= -\-::. "' " "' ~ -'! c::,-..., ""' " ;c--!:: ;-1 '- w ~ .:::;::- ORIGINAL SHEET SIZE \J' ' ~ r ...l lt ' N "' "' YH& ~ ' co r 1ms41l ;;; -" ~ ll~~ ' ' "' r"' "' () ...l "' "'<:!! e -e>" "' --H~I ~ ...l ' col "' " ~ ' J "' ' ... "' ' ... 2~'-!Z:l" SEE NATIONtoL EVIILUATION SERVI:E RSPORT NO. 461 FOR ALLDWABLC:: VALUES AND/OR YIIS -·---, - :ll.l/8'1 TJI $L ...,:...__ -·- "' ' ~ 13'-6" ~ 7' "' ,_. "' 1 ~ 7 c -\ --::-..,--"" "' "'-'-"'~ .., ~ <;)./ (<> '"""' Gi I <-111 t 161' o.c. I I I I I 22" X 34" WEISNER CONDITIONS OF USI:. CONCERNING MATERIAL A DISTRIBUTOR DRAWN BY PRESE~TED IN THIS DOCUMENT. IT IS SJBJEC-TO RE-EXliMINATION, REVISIONS MAJESTIC PEOAKS CUSTOM HOMES NIC AND POSSIBLE CLOSING. ------ <=Eilf (Jl=i~ mr:-~ ' \":~~ ~<:!I= \i''~ ""'' ,!'II:J!. z -. l> r ooZ<J> n,U'r I.~O l>oO ~c3 rnlJ:Z: i!Jo>" z:t>-2 ]>-l<J> F.t::..-m ~~3 •<-0~ h"' .-j Zllt =-~~ 0-1' "--m,E !:;E"" _x .._--<11' .r: ~d -"' m 0 • "' . " "' fixe: ~~Ill l:Jl>..., ef\fll =i:r:P. l=O..., z~tJ II'Ul(l> r;o;= -'ft!:;r m"' e (j> ~ ' "' . ii' ' ~ ~ ' ":: ~1'-111/8 II SERIES DATE Lindal Cedar Homes "lhis drowing is considered proprietary. It is not to be re:>roduced, nor is the CLASSIC LINDAL l/8/06 ir,formo\ion cor,\oined to be usee lo MODEL DRAWING NUMBER prDduce producis, un:ess fiTitten consent is first obtained from Lindol :edar FRASER 4<'l4~1b.LC2 Homes." 2!;'-5 112 " -----16'-11 !::l/8 11 " "'.lD' "" . _rll' fli I 'S"" 't I v;\ "' -. le:> f) :s-" + i 7> "' " rA ! § lbeall D ..,~ m ~ < m 11\-S ~..,r -~-" +~ II m"' (IJ" •' :: ~ '"'(, 11 ""l'i'iiF"iii.illill " 4-"' :;> II' ,· _if; '-:c I IFI~dl \ v ' I ('3\ t I~ .,_ ~ -1 -f ~ ~.,_ :t h nnr nm I I I I I , "" ·-::m-~r i·~ ._ 1 .:.m l I _,_," ~IAI .I I · , 1 "-" . ;) II II J~ . :+-/ ' ' I ' ' '-\ .... . I \ \L i I I ' 1=======-L.-.I 11'-3 3/4 " 25'-~ 112 • BY INITIALING THE BLOCKS BELOW YOU DATE ARE CONFIRMING THAT THE INFORMATION CONTAINED ON THS PAGE HAS BEEt>! 1218/(2){:; FINAL PERMIT PLANS REVIEWED AND AP 0 ROVED. ·2, "2> DEALER APPROVED DATE ·3> "3> .. ,, '4> CUSTOMER APPROVED DATE ·:::.. '5> •b> fib~ •l' ...,, -··---- "',. e." REVISIONS BY NIC >2' >3> >4> • .s· l ' -'- PROJECT: LOCATION: 24' / / / 18' I / / / / I / / // / I / / / / / / / / I / '"'<~-STEP FOOTER , PER GRAD£ / / / I I " / ' 4" CONC. SlAB W/ #J 0 1B" OC. EA. WAY 8" COUNTERFORT DROP T.O.W. 12" BELOW STEM WALL #4 BAR 0 16" O.C. VERT & HORIZ 2'-6" 18' LEGEND 1__ ---EDGE OF FOOTER ---------CCONCRETE CORE COLUMN ABOVE FOUNDATION PLAN WIESNER RESIDENCE FOUNDATION PLAN 4399 CR 301, PARACHUTE, COLORADO SAWCUT SLAB AT 10' INTERVALS EACH WAY 6' J6' 12'-1ol" 1/4"=1'-0" ' ' ' -", / ' / ' / ' / ' / ' I ' / ' / ' ' ', / 6' ',, ',, ' SPECIFICATIONS DESIGN CRITERIA: WIND LOAD = 70 MPH SNOW LOAD = 40 POUNDS PER SQUARE FOOT ROOF DEAD LOAD = 15 POUNDS PER SQUARE FOOT FLOOR LIVE LOAD = 40 POUNDS PER SQUARE FOOT FLOOR DEAD LOAD = SIESMIC ZONE = 1 FROST DEPTH = J6" 15 POUNDS PER SQUARE FOOT CONCRETE 1. CONCRETE FOR FOOTINGS AND SLABS SHALL HAVE A MIN. CCMPRESSIVE OF 3500 PSI AT 28 DAYS FROM INITIAL DATE OF POUR. 2. USE TYPE II PORTILAND CEMENT. 3. FOUNDATION SILLS SHALL BE AT LEAST e" ABOVE GRADE AND SHALL BE PRESSURE TREATED WOOD. 4. PIPES MAY PASS THROUGH CONCRETE ONLY IN SLEEVES. 5. ALL FOOTING SILLS SHALL HAVE FULL BEARING ON THE FOOTING WALL OR SLAB AND SHALL BE ATIACHED PER FOUNDATION PLAN. BOLTS SHALL BE PLACED NOT MORE THAN 48" O.C. AND NOT MORE THAN 12" FROM CUT ENDS OF SILLS. e. INTERIOR NON-BEARING WALLS MAY BE SECURED TD SLAB v.1TH .143' DIA. X 3" APPROVED SHOT PINS v.1TH CADMIUM WASHERS PLACED 3' O.C. 7. ALL DOWEL, HOLDOWNS, ANCHORS. BOLTS AND INSERTS TO BE SECURED ACCURATELY IN PLACE UNTIL CONCRETE HAS HARDENED. 8. CONCRETE SUBCONTRACTOR TO VERIFY AND AVOID PLACING BOLTS AT ALL DOOR LOCATIONS. 9. ALL WOOD IN CONTACT TO CONCRETE SHALL BE APPROVED PRESSURE TREATED. 10. EXPOSED FLATWORK FINISH TO BE PER O'M>IER. 11. POTABLE WATER SHALL BE USED IN CONCRETE MIX. 12 A FILTER CLOTH BARRIER SHALL BE PR0\11DED BETWEEN THE GRAVEL BACKFILL & SOIL TO MITIGATE SILTRATION AT DRAINAGE LINES. 13. PR0\11DE WA TIERPROOFING ON ALL EXTERIOR WALLS ENCLOSING HABITABLE AREAS. 14. SAWCUT SLAB AT 10' INTERVALS EACH WAY. D --~ / ' ( 'i' \ I ~ J ' I ... __ , REINFORCING STEEL 1. SRUCTIURAL STEEL SHALL COMPLY v.1TH ASTIM A-36. 2. REINFORCING STEEL SHALL BE OF NEW STOCK DEFOR~ED BARS CONFORMING TO ASTM A-e15 GRADE eo, v.1TH THE EXCEPTION OF #4 AND SMALLER TO BE GRADE 40. 3. ALL SPLICES SHALL BE A MIN. 24". 4. ALL BAR BENDS SHALL BE MADE COLD. 5. ALL BARS SHALL BE FREE OF DIRT, DUST, RUST GREASE, MILL SCALE OR ANY OTHER MATIERIAL I'MICH MIGHT AFFECT ITS BOND TO CONCRETE. MISC. NOTES 1. CONTRACTOR SHALL VERIFY ALL FOUNDATION DIMENSIONS AND REQUIRED SETBACKS v.1TH ARCHITECTIURAL PLANS PRIOR TO PLACEMENT OF FORMS / ' / ' ' ' -------------------Jl'-4"----::=::----------------- ' ',, ' ', ' ', ' ' ' ',, ', ' ' ' ' ' ' ' ' ' ~-------------------------------------------- '---------------------------------------------2,- A a· --------------------------------------, ---------------, I I I I I I I I --~ / ' I®\ I Ill I I / ' I .... __ ..... 4" CONC. SLAB W/ #3 0 18" DC. EA. WAY I I I I I 1-+-1 -5'-tol"- ', ' ' ', ' ', ' ' ~------------------, I I I I I I I I A r---+-t-+-+1 ----, I I I I I SAWCUT SLAB AT 10' INTERVALS EACH WAY 14'-~" I I I I I I L I I I I I I I JO"xJO"x10" l CONCRETo PAD 24 .x24 .xiO" JO"xJO"x10" I W/(4)-#5 BAR CONCRETE PAD CONCRETE PAD : EACH WAY W/(4)-#5 BAR W/(4)-#5 BAR : ;--1--., / EACH WAY \r ---, EAC~-:~~~., i I I r----., I I 1 1 I I I I I I I "" I 1 101 1 ""' 1 11011 11811 11011 110111 I 1 I I I I I I 1 1 SToP TOP OF WALL ~ I ,---, I®\ I Ill I \ J ' I 1 STEP FOOTER 1 P£:R GRADE , __ ..... STEP TOP OF WALL r-----, I I : @ : I I I I I I I I I I I I I L I I I I I I I I I L _____ j L ____ j L----.J L _____ j : H-r----w·-a· -------5'-4" ----5'-4" ----5'-4" ------t---10'-8" ---+ 1 -H 4' I 7---~ I I I I STEP TOP 1 OF WALL STEP TOP OF WALL ,.--------, I I I I I I I 1<>1 I I 101 I- I I I I ... _______ ... 19'-8" --~ / ' I®\ I Ql I I / ' I .... __ ..... J6"xJ6"x10" CONCRETE PAO W/(5}-#5 BAR EACH WAY r--------, I I I I I 101 I I """ I -1 I I I I I ._ _______ ... 4" CONC. SLAB W/ /3 0 18" DC. EA. WAY -------6 , d• . d• -"'2 6 -""4 ,. .... -....... ~ (ti"\ --~ / ' I®\ I Ill I I J ' I ...... __ ... I \!!f J ' I .... __ .... B'-6" __ ....... / -----~ / ' I®\ I e I I I ' / ... __ ..... --/ ,/ -- I I I I I I I I I I I I I I I I I I ,_.I JO"xJO"x10" CONCRETE PAD W/(4)-#5 BAR EACH WAY \---- : 0 I I I t,. _____ ..J --~ / ' I I I@ I I I ' I ... __ ..... ....---- 6' ~---~ -------( ® ': ....------' / 6'-6" , .... -........ ... __ ..... I®\ I e I I J ' I ... __ .... ---e·-~· ------------18'-e" -------------------18'-B" ---------- 6'-J" a·-~· 25' 7'-~· 12" SONO TUBE w/4-#4 VERTS 5'-.c;i" 4'-10" Rev Date Description McMillon Engineering, L.L.C. Ph.970-626·5113, Fax 970-626-5958 P.O. Box 638 206 Village Square West Ridgway, CO 81432 Civil, Structural & River Engineering DATE: 3/16/07 8.1 WIESNER/FND /CH 11 7/8" TJI -1+--2x6 STUD WALL -lf.f--77 7/8" TIMBERSTRAND RIM BOARD ~============.r~~~---~ 2"x5" P.T. BTM. PlATE WITH (1) 1f2"x10" ANCH. fJOL TS 0 48 0. C. &: WITHIN f 7 2" OF OPENINGS & CORNERS ( 7) NO. 5 VERT. BAR 0 16" O.C. ALT. HOOKS WALL HEIGHT VERT. SCHEDULE o'-4' #4 o 24" o.c. 4'-6' #4 0 16" o.c. 6'-9' /5 0 16" D.C. 4" GONG. SlAB WITH NO. J BARS 0 18" O.C. E<\. WAY l - • - 6" J_ 1---WATERPROOF BACKSIDE OF WALL 1-+-l---8" BACKFILL ONLY AFTER FLOOR DECK IS INSTALLED 4--+---NO. 4 HORIZ. BAR 0 16" O.C. ( 1-t 4" PERF. PVC DRAIN IN WASHED j GRAVEL & WRAPPED IN FILTER · DRAIN TO DAYLIGHT / ._ __ ... f\ 0 ( //// 2" EXP. POLY. INSULATION _j _l 1 r-r-------10"- I I _j_ 4" CRUSHED GRA ~L __:__j PROJECT: LOCATION: // \ /'~ (J) Nt~._,5 BARS, CONT. ,_//. J. ----------.----lf---24"-----..J' I ®f--------- FOUNDATION SHALL BEAR ON NATIVE UNDISTURBED SOIL BASEMENT WALL SECTION 1·=1·-o· WIESNER RESIDENCE FOUNDATION DETAILS 4399 CR 301, PARACHUTE, COLORADO 4" CONC. SlAB WITH NO. J BARS 0 18" O.C. EA WAYl EXPANSION JOINT- -It--2x5 STUD WALL 2"x6" P.T. BTM. PlATE WITH (1) 1/2"x 10" ANCH. BOLTS 0 48 0. C. & WITHIN " OF OPENINGS & CORNERS -r----------------\__ • • 4" CRUSHED GRAVEl~ NO. 4 HORIZ. BAR 0 TOP, BTM, &MDL. (1) NO. 4 ~RT. BAR 0 24" D.C. ALT. HOOKS FOUNDATION SHALL BE<\R ON NATIVE UNDISTURBED SOIL I 10" _j_ NOTE: 8"-f--t-! If • 4" PERF. PVC DRAIN IN WASHED • I ___ _.!1\\ DRAIN TO DAYLIGHT J. ~ n---rGRAVEL & WRAPPED IN FILTER L---,---~..L--...-/ L ' 24" ' ' •Q, I •l---6"x6" COLUMN ' ' ' i i I 11o1l KNIFEBlAOE ---1"-"' 1 ,.. : W/ (2)-J/4" BOLTS ::!:¥'"':j:=!o,_, OR SIMPSON CONNECTOR r-' 1 1 ==~o---------0 ~--~ """--·- =-'--"'=0<~,, ... ~-c-....,;;~-~--=~ -.-.... -_.---,~ I I I I L J "BIGFOOT" FOOT.ER~ FOOTING TO BEAR ON NA Tl~ UNO/STVRB£0 SOIL. 11---28"'----J! @---- PIER FOOTER SECTION 1"=1'-a· Rev Date Description J6" FROST DEPTH 4" GONG. SlAB WITH NO. J BARS 0 18" D.C. EA. WAYl EXPANSION JOINT- -r------------, \__ 4" CRUSHED GRA ~L ~ BACKFILL WITH ENGINEERED FILL COMPACT TO 90Jf MOD. PROCTOR DENSITY IN 6" LIFTS (1) NO. 5 ~RT. BAR 0 16" D.C. ALT. HOOKS -14"--J ' -tt--2x6 STUD WALL ~~ - '" If 2"x6" P. T. BTM. PlATE WITH (1) 1/2"x70" ANCH. BOLTS 0 48 O.C. & WITHIN • OF OPENINGS & CORNERS NO. 4 HORIZ. BAR 0 76" 0. C. BACKFILL SIMULTANEOUSLY WITH INSIDE OF GARAGE /' · ·-.tti!RfES PER GRADE r.' 36" MIN FROST DEPTH ' '·-- FOOT.ER TO BE INSTALLED t MINIMUM OF 18" I 4" PERF. PVC DRAIN IN WASHED BELOW EXISTING GRADE~ 'j" l~----..-----__j~~~:~::~'TGRAm & WRAPPED IN RLT.ER ""' _l ., ___ .. .-\ _() ../ DRAIN TO DAYLIGHT J. 'f------J0"----1' ' (J) NO. 5 BARS, CONT. FOUNDATION SHALL BE<\R ON NATIVE UNDISTURBED SOIL ©t----G-A-RA_G_E-FO_U_N_D_A_T_IO_N_S_E_C-'-=~'-'-=~0"--o·N CONTRACTOR SHALL VERIFY ALL FOUNDATION DIMENSIONS WITH ARCHITECTURAL PLANS PRIOR TO PLACEMENT OF FORMS McMillon Engineering, L.L.C. Civil, Structural & River Engineering Ph.970-626-5113, Fax 970-626-5958 P.O. Box 638 206 VIllage Square West Ridgway, CO 81432 DATE: 3/16/07 8.2 WIESNER/FND/CH / / / / / / / / .// ',<P/ '1,~/ '-,"'"' ' ' '"' ", " ''-, ""' -,, ', ' ' ' ' / / / ~ // // "'o-------<0" < '" ' •0 ,, I 'I' I I I --1 '------+-- C)' I "' I I I I I ' ' FIRST FLOOR FRAMING FLAN SCALE 114""'1'-0' C:ARAC.E CONC 5LA6 I vFRIFY ACTUAL 3F.AM DIMENSIONS PRIOR TC CUTTII\G POSH~. 2. FLOOR BEAMS SYMBOL G:Q R y •41~ 3 =j_QOK· DESIGN LCADS S.ZE S..l/8" X S" G~ULA!'-'1 31/8'' x 10 1/2' GLULAt1 31/8" x 15>" GLUL/,14 2xD SPF •; 0~ BETTER. l3UIL T -UP LIVE LOAD 40 PSF DEAD LOAD 10 PSF -orAL LOAD -B0 PS~ 4 ALL DESIC:ll'-. a,.d MATERALS BELOW l_C_h SUPPUED FLOOR SYSTEM ARE N.'.C., U'JLE55 NOTED o-1-JERLUISE. S. POSTS e~nd FOOTINGS MUST EE D~SISNED TO SL..PFORT LOAP5 INPICATE:J. 6 TYPICAL FLOOF? JOISTS Ar;2::: *'540.4, 11.-/8" TJI (110 SERIES> ~t IG' ::>.c., UNLESS "JOTED o-1-iERUJJSE. use O) lr104, 8d GAL v. BOX NAILS at SILL ==LATE and at. E4CI-I BE .AM l •S41-RL. 1Ll/B" LSL SCLID BLOCKING BELOW ALL POSTS FROM ABOVE, UNLESS "JOTED OTHERJJISE ------------------------------------------------------------------------------ - ---------------'l<c--- ""~"­'~ "" ''·", ~ .. ' ', ',., ''-., -~ "' <' I ' '-' ' )',. ' "" / ~ ) /7---~-------------------------------------------------------'," -----------------------~ I "-(e, '-:e .. -.,_, ) --~- / lb'-e::' 10'-8" ------~----~ ---------~ r -"541-RL. 11.1/8" LS:.. CONTINUOUS RIM JOIST WITI-I ~8C-3Z, ANGLE CLIF5 AT 4'-0" o_c_ / USE (8) "'164-N, !3d ....fANGER NAILS ' 540-21 I ,---t--'"LI4-W. 2x& <::oR=:SSURE TREATEC:· SILL PLATE JJI-fr·-1 =:,/8''4> xliV" A'J.::::HOR EOLT5 (N.r.C) AT 4' D' O.C. AND WITHIN~" OF CNDS_ S'-0" 11''--------" -- "' I I I ~I ;~I ,, "! 8. PR:::)'vi::;E FLOOR JOI.S-or BLOCKING BELOW ALL INTERIOR NON-1-0A'::l !3EARINC.:~ FARTIT,ONS F.L.PAI_L~L TO JOISTf'., ----~---------+----------------------~-------IHI-1-~----~-----~---~---~~---~--~-----'~ ~oc;----~--~~--~--~----_-_---_--_---. ----------'-'~:-----~~-~---~---=---~ '3 FROVICE DOUBLE Fj_OOR JOiSTS or 9LOCKING BELOW LANDING POIN-OF STAIR .s-RINC$ERS. 10. FLOOR S~EAT~ING IS ll69l, 3/4 11 -K:o PLYWOOD w1th *1&3 ADf-.fESIV;::: .::~nd #'16!-5, ts x 2" FLAT ;_JEAD SCF?F:WS at h" "'c ;;t_ EDGES dnd 10" o.c. at INtERHEDir-'\TE .SU==·FORTS. RUN "='L YllJOOD LONG DIR~CTION PERPENDICUI.AR CO FLOO"' JOISTS il_ ~ANGERS •-180-~lO fSIMPSON ~A\J~ER NO. ITT 1.83, SI\IGLE. TOP FLANGE) #'1B0-23S (~;IMPSON I-IAHl:JFR N{) I 8V-;,II f!/0, DOUP-.>1-E. TOP FI_ANGE > #"180-2S2 ( SIMPSOI'\ HANG-ER NO. _SSUI2?, SK::J£D) IZ, F~OVIC>E ACCESS TO CRAWL SPACE PER LOCA~ CODES. 13. VF-N-ALL CRAWL SPACES PER LOCA_ CODE. 14. C:;RADE MUS.T SLOPE AWAY FROM BUI_C·iNG:. I!;. ALL DRAIN TILES, VAPOR BARRIERS A~D OTI-iER HOISTCRE AND WATER CONTROL-SYSTEMS ARE TQ BE INSTAI-LEP PER J_OCAL CODES lb. Wf-iE~ PLANS A.::o?.E ON II" x 11' Sf-lE!=TS, REPL.CE SCAl-E !3Y I-IAlF FCR PRO~ER DIMENSIONS. 25'-S> 1/2 II [ --lf3_ . .;3" --.~ 4 ~-~~-~.·-!;40-1~ __ IJ-~ ---------'---------------c-----'-- 12 N ~----..,___ -- ------------------------ 5'-4" 5'-4" :;, '-4" 5' 4' - - - -------- 5-4" S'-4" ?'-4" --·-·---.1'-----·-·---)' 18'-8" 18'-8" ~------------------= ------------------~------------------ 4'-2 15110" IC'-1" 4' 11 5/8" .31'-4" "'------,!'-------' -------)'---------=------)'----------------------~ e.~· I l 1/],f_, II -----·- >-u .. .... ... .... .... ... m ~ ~ ~ 1 ~ f ~ --+=-+-+-f---t--f---+---1 (/) z 0 U'i > w rr "' z _, li' /- ~ Ill II _, ,, ~ ........ "' \'' ~ '~ -+--""'--+--"----~ w ~ 0 n: w z ;;: ll Q Ill w / :E (I) 0 Ill :r: :__l >-rn z ~ w ~ 0 <( u cr z a <f) ~l! \) " }_ () ' '" :::3 \) '" v cr 'I 0 Ill f-IL ::J u m I= n: '" .._ ''l !!! _, 0 )' w ~ 0 0 w > 0 rr a. ;';: rr w ::. 0 f- Ill ::J 0 I <i nl ;{ 0:: w CD ::. :::J z -r N (') u z ~ ~ Ol <( 'f cr ll 0 't '"I (/) \l w w '" 1 G1 111 n::'Do"' u_ "<< "'·I ~dl~il' ORDER NUMBER ' PAGE K54~4'il6 I 6 E:>'-4" 5'-4' B'-4" 5'-4" 5'-4" !::>' 4" ~---~~----~---~~--~~--~'----~------~~--~-~--~~--~~--5'-4'' fo4"6-C r,--;c2;-xcoB-C"'E~-;A-:cR~D=EcK J''::Oocl ;c5o;TSc-:a+cl<,c ;;-, -o-cc-,-- ! '531-RL, ~,112" LSL CONTINUOUS RIM JOIS- WITH re0-3Z, At-:GLE CLIPS AT...:;. -0'' O.C. USE (8J ..-,04-'1., 8a HANGER NAILS. I I I ----11- I I I L__ 4l6-CI21 I 4\h-C~~ I I j I I I I I I I i I I /,...---..... ' • "' ' d) I I >- d) () ' ' -) I I I I (2) 531 l \~,~ 1 1 ~------~~---r-----TT---------T~~y~-----1-~r--------~~ lB0-260 I I II II ( E)~ I ' I I ~lB0-2<00 m> P~C5 ~ -----il-' 011 L. ____ _c_l Jl ___________ ___cl j __ \~1=-bL_ _____ [_I~---------,..v 1 CI5J PLC5 I r "' 1 1 1 1 ~3o-" 1 1 1 I ~.o...,__-----+t--11' -;;---H----:J:-r=-=-==···-I 1'--_ --___ ii,j I I 0 • II ~~~ 52 II II lj uJI I r""lil~------:;o'-~--~ ~--~~:-'-1 ~~---------~~:-'-1 ~~---------~;:o-'1 I Iii 1 I I kr +---~t-9~---_:!,~rt--1---------_:!,r,t--,---------,~1 I ~I II~ NIO => => ~II Jil -______ ___:=.-_, __ ____," -31 I 3 I "" I~'· ~-~ II I II ---N1 I Jl . _ N 1 ~----------++----<~'1 Q----++----------++-----------H--------~ I r~---------'--'----~h'-~.---=_-:=-_-=_:t 'r:'========_-::-Jn_,1 =-:=_-=_-::::_-::::_-::::_-::::_-:_--cl --1 I I r 1 1 1 11 I~ 11----~· 1 1 -so-234 ~30-11 ~ :OACH END-, --- I " I ~lBO 260-rt-( G '\ ----' I / (3) PLC'~ ~-:'\1&7 ~ I I J ~}0 11 ~~( I I I ~ !:>30-IBRC ~ ~1\jo---=j'-----r,i I --oo'-lBo ~X]--_ I_ --;~f'Fr~~ ;, ~ ____ O~<Zl'5'o ,,f--f oo1-1ao --zz-1le-"-8'-6-;---•-= = = zz-~ & Br-6 11 --• ~1B0-234 _ _(~Jt;-16_5 e ~~;:Js'~Y-;~~--- EACH END ' -, 1---~J "·"/ 5' ll/16" S'-0" II' "" ~1'-1 1/B" ,--!_b../ S'-1 1/16 ~=--~--~--~-------~~~------------~ BALCONY FRAMING PLAN SCALE 1;4"~1'-0" 1. BALCON"( JOISTS A~E 11410-C. 2x8 WESTERN RED CEDAR AT 2..!." oc., UNLESS NOTED OTHERWI&:::. 2, BALCONY DESIGN LOADS LIVE LOAD -<bO P5F DEAD LOAD 10 pf;::.: -aT AL LOAD = 10 P5F 3 ALL SUPPORT =oSTS. ~RACING. POST BASES POST CAPS, 0-1d FOOTINGS ARE N.I.C., U]'..l ESS NOTED OTHERWISE. 4, WHEN PLANS ARE ON II" x 11' SHEETS, R=DUCE SCALE !3Y H,ALF =oR PROPER DIMENSION, 6ECOND FLOOR FRAMING PLAN e:CALE 1/4"-I' -.£1" 1. FLOOR BEAMS SYMEOL Q QQ w U)jJ zz T 2 FLOOR D:::SIGN LOADS 511E 3.118" x ~· GLULAH S.l!e" x ~" ::=r.LULA.t~1 3.1/6" x 12" SLULAM :>."/B" x 12" GLULAM 5.118" X 1:&.112" G.LUl.AM 1112" X 13.1/2" GLULA.H TRIM Llvi" _OAD 40 PSF DE,\D LOAD IO p5J' rc-,AL LOAD ~0 P5F 3. i"YFICAL FLOOR JOISTS ARE 11530A. 5.112" TJI (110 SE~IES> ut 10" o.c., UNLCSS NOTED OTJ=,JERUJISt=. USE (3) -11164, ed GA~v. BOX N.AILS at EACH BEA!"". 4. 1153 -RL. ":l.l/2'' LOL SOLID BLOOO:::ING BELOW AL_ POSie. FRCM ABOVE, UNLESS NCED 01"-IERWISE, 5. PROVIDE FLOO~ JOISi or BLOCKING BE-OW ALL INTERIOR NOt,l·LOAD BEA..~ING PARi lnON6 t-'ARALLEL TO JOISTS. b. PRO"VICJ~ UOU~LE FLOOF<:! JOISTS or BLOCKIN~ BE_OW LANDING FOINT Of STAIR ST"-<21NG:=RS 1. FLOOR S~t:A-1--tiN~ IS ~":ll 3/4" rt'C:r FL Yllk:">OD w1t.h .-,e,:;. ADI-IESIVE and "'161-S, 118 x, 2" FLAT HEAD SCRI:::.WS at te" o.c. at I::.DGES and I:ZJ" o.c. at I'!TCRMEDIA-E :3L.FPOI'2:f5. RU'l FL -rwoo:J LONG CIRECTION Fl::~f-'Et~DICULA~ iO f-LOCR JOISI"S. B HANGERS .-1B0-:!60 (SIMPSON HANGER NO. IT-':1.5, S1N6LE, TOP FLANGEJ --t80-234 (SIMPSON HANG.ER NO. ._3'/::.':l.S, D:::JUBLE, TOF /"LANGE) ~81Zl<2"0 (SIHFS0\1 1-l.ANG!::R NO. HUCORN-3.125><~, EXPOS:DJ '180•2"2 (51HF50"i HAN:3E~ NO. 1-UCORN-3.12bXII. EXFOSE::::) 11180•2'4 (51MP5CN -IANG~R NO. 1-!UCOKN··3.12~:XI3. EXPOSED) 111eo•=.,lo <"Sir-1F-'SCl'-J -IANGE::.R "10. HUCORN-5."2!:>X'3, EXF-'CSED) "'180-~10 (SIMPSO'i HANGER NO. 1-IUCORN-5.311'3) 010QI-1BCI (SIMFSON I--lANGER NU UL-S>.I-l=ll.l/2", EXPOSEDJ ~ WHEN PLANS PRE ON II" x ll" SHEETS, REDUCE SCALE BY HALF FOR PROPER DIMENSIONS >-u "' ... Ol L ~~ lfl ---- "' z 0 "' > w 0:: '" "' -<! _J 1L ,_ k Ill IL , I <f -Z_ IL £' '" w () f-' '!' -<( 0 D ':' 7 _,~ oQ )-f-7 ~ Ld 3 ~ Ld r::um I ... LL lfJ cC ~ <{ T (.(] \~ J • v J. L.Uc ()1--0LL f:, <l > ', t--a_ n _, <( . rr:ILncr: " LL 1--I Q_ I f-<l 1--( :J Zzc O:LOZ Z IY <( ~t;::O 4" -'1L1C ...... z l..L t-·0 > -~ () <( .?" ~ I W wZ> >-n:::Ow cc <.( u 0::: w !Co! Vl t-w w >-:I: "' £D " >;! "' z ~ X 3: (!) <( it: oo 0:: '" a 0 0:: 0:: w 0 z f- 3: ::J 0 IY m w Ill "' z :::; "' f- 0 Ill "' I :.:1 0 -r • "' w ~ 0 0 w > 0 0:: 1l. ra: 0:: w <;! w 0 " z '" Ill ) () J: r ll 1,- '" => l) d) ~ Ill n_ l) t- "' Ill ' ·r ) • • ;;t i' • . ~ •P w ~ 0 0 w > 0 0:: [)_ 1l. <( 0:: w :::; 0 f- "' ::J 0 '" w \.1 f-"' ' <( !:'! 0 _I <f f) "' _J "' u w '" "' "' <f w .I "' u ORDER NUMBER K54~4'!'l6 • r; -~ -' --jl ': 0:: w m :::; i ::J z N (!) l\ -1 z '" 3: "' <( 't () 0:: " ' 0 ' ' _j IY w Ill 0 <J) <l 0 IV :::; II PAGE 1 412 -@B, RECUT 2x4 OUTLOOKER5 AT 24" O.C. rTlP.) ROOF FRAMING PLAN 5C•~-= 1/4" = 1'-0' VERif"1'' AC-UAL BEAM D HENS IONS PRIOR TO CUTTNG: POSTS. 2. ROOF BEAMS SYMBCL Q R JJ QQ RR "416 SIZE 3.'/8" x ':1" GLULAM 3.1/8' x 10.1/2" GLULA"""l 3118" x r~· ,, c._J~AM 31/8" x 15" GLI~LAM S.J!B' x 9" GLULAM 5.1/8" x '0.1/2" GLULAi"" ~x8 5PF ~ OR E.ETTER, BUlL T -~t=: 3. ROOF DESIGN LOADS LIVE LOAD ~ 60 PSF DEAJ LOAD ~ 15 PSF TOTAL LOAD ~ 1~ PSF 4 ROOF BEAMS ARE DESIG'IED FOI"' DRYWALL ROOF LI'-ER. ?. HPICAL Reo= RAFTERS ARE '&40A, ILl/&' TJI (110 SERIES! at. L4" r::i c. UNLESS NOTED OTI--IERWIS::. 0. ROOF SI-:EA~I--IING 10 41'6~~-5/B, !:>18" EASY T4G FLYL.O::JD w1th lll64, Bd GALV. BOX NAILS a·. 6" o.c. at. EDGES and 12" o.c. ~l NTEWE~IAT:: SUPPORTS. RUN PL YWCCD LCNG DIRECTION PERPENDICLAR -o ROOF RAFTERS. l. ATTACH F45CIA W/ '110. bel G4LV !BROWN! SIDING NA LS ~ EAC-+ RAFTER OR BLCCKING SUPPORT USE TWO NAILS FO:~ EAC--1 FASCIA BOARD. 8. HANGERS '180-210 (SIMPSON f.-ANGER NO. 1-TI .813, "INGLE, TOP FcANGEi ..-,80-2~-5 (SIMPSON I-ANGER NO_ L5V3118B. DOUBLE, TOP FLANGE) "l80-2S2 (SIMPSON I--IANC-.ER \10. L5SUI25, ADJUST AB-E) FILL T Ji WEB SPACES W TI-l :?/8" PLYWOOD 5 li.COI TRL:55 FA::KAGE INC_J::::ES ALL RECUIRED BLOCKING AND PERMANENT ~RACINe~ TO !3E S1JPFb'E;:J PY TRUOS t1A"'UFACTURER. ALL TEMPO.,AR·r BRACING AND SHORING TO BE sucp_IED BY OTHERS. 0 WHEN PLA~S ARE ON II' x 11' 5HEE-s. REDUCE SCALE BY HALF FCR PROPER DIMENSIOJ\5. Note All roof ~s~:.tem~ e.uppl1ed u.1th Edsy HG pi::JW::"Od should hdve the pl~ll.ood l"l&talled w1th the torgued edge:: up (I.e. pomung tuwc:~r-d the top of the raof). An exception ma~ be made ..uhere tr1angwlar cut-offs are me de, 5U-ch as w-'1en sheathmg h1pped roofs. W1'1en &quare edge e.heath1r-g 1e. usee:;( :he lr1Cir'19uldr c.J·.-offe are -~lipped over :3"1d ueed or the o•.her eno of t/"e 5dme row. Th1& ,5 net po:lsible w1lh Eae.~ T4G when all panels are 1rstalled w1lh the tongued eoge up. lnetead, netdll cne 51de cf the 1·cof w1th the t(AlS:JU&d ed9e up .and the uth·::r· t-ldr:: w•th the t.orlS::JU&d r:::-dge down (I.e. po1nt1ng towards the eaves). The trrangular cut-offs frc:M one s1de of the roof car1 oe used en tre oH·or s de Wltn '10 k:::;ss cf footage. l80-252 C5) PLCS ---".'}(. .. ' ~I II (,l 5-jjOA-RC ----------- '" __ 4lllj,_411~­ PITCf-PITCH \/ v \; I A ~ 1\!1/\ ~C3J 2x WITI-l/2" PL 'flUOOD / 3ETWEEN EACI-I MEMB=:R USC "10~. 20ct AT 32" o_c_ AT-op AND B0T7QM STAGGERED WIT....f (2) A.T EACI-l END AND EACI-l 51DE TYPICAL 6UIL T UF I-lEADER T --- ~-------f--------++---- ~ 11,1 _ _:::~--{<::~ II II 'lo ---1 '::'-1 __ /_ -_,_I --ce- ll I II \II Ill II cl ~--10-. ------,T 1!1 'i tl () -ll'-II ~~~j:;!; -~~-, --1111--::;: ~------+t----11 ------- ~ Ill ;; I' 111 u) = II Ill > <{ Ill "'--~-----1'---- r: It • EAVE ~~ ci >-u m z ----- . Ill z Q Ill > w (10 w '< 0 0:: w z ~ r; W "' z :::; <I) 0 Ill I "1 .;. ;;, 1 ·~ ~l . f--+----- . '" >-m z ~ u (10 z 0 '" Ill !: Cl J ): Cl e "' -, l) "' II a:: <I Q Ill f-Q :::> l) m ,_ a:: '" r-~~ !il 4 0 ) w '< 0 _j -1 Q _j u Ul en w iV <J) ~ -1 w _, Ul " '- -' IV w Ill 0 "' 0 ,, IY :::; " ORDER NUMBER K&412'4 ':lb PAGE 8