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Home My WebLink AboutApplication - PermitGarfield County Building & Planning Department 108 Bth Street Suite 401 Glenwood Springs, CO 81601- Phone: (970)945-8212 Fax: (970)384-3470 Project Address 1493 CR 106 CARBONDALE, CO Owner Information Parcel No. 239333100012 Address Subdivision Colorado Rocky Mountain School, In 1493 CR 106 Carbondale CO 81623 P~rln,itNq.BL.Cp-2 .. 11-191~''' •··J ., f'!TT'(Jif.. Type: Cllm~e~~ial ~uUdin~: .• '~~ ·:·. . : •. > Work ctail$iticalioll: Nevl" pef,;nit§i.atfi~.'P.~ti'IJ', Issue Date: 3/7/2011 Expires: 09/03/2011 Section Township Range Phone Cell 970-963-2562 Contractor{s) Phone Primary Contractor Required Inspections: Marsh Construction Co (970)963-1874 Yes Marsh Construction Co (970)963-1874 No Proposed Construction I Details Music rehearsal/recording space. Valuation: $ 91,987.14 1000 FEES DUE Fee Commercial Building Fee Plan Check Fee Total: Monday, March 7, 2011 Amount $937.75 $609.54 $1,547.29 Total Sq Feet: FEES PAID lnv Total Paytype Amt Paid Amt Due lnv # BLC0-2-11-20835 $ 1,547.29 Check# 6934 Check# 6929 $937.75 $609.54 $0.00 '" lnsp"tlons ••II: 1 (888)868-5306 Inspection IVR See Permit Record Building Department Copy 2 I 2 3 Ciarfie l d C::ourz 108 8h S treet, Suite 401, G lemvood Springs, CO 8/601 Ph:970-945-821 2 Fx:970-384-3440 Inspection Line:888-868-5306 www.garfi e ld-county .com BU I LDING PERM IT APPLICATION D-5 Parcel No : (this information is m•ailable at the assessors office 970-9-15 -9134) I Lot No: Block No: Subd./ Exe mpt io n: -?.-0'13-'?:?)--oo---bf;2- ?~3es~~1?J:t b7'~{;1ed, plea~c;:;;:;;,eetCO & City)6i"~e~cription ~r;r:~:;:.JZ:~ ~~ Mai ling Address: b Ph:'tb3-2-Gt, 2.-All Ph : . ·~ ~ . ~ 'dt;. 17 e::f'\/~ 4 TJt~~IA., 'ih_ "'·-'"" • -'C. . v m: A~ 1?cJ_ c1D C"""'i 11. Ph :q ~3-tt!> ( +-A~(..-2-153 ~ ~·::x.e....--~ ~-A } CO 5 Man ufactu red borne inStl!11er: u Mai lin g Addre ss:V Ph : Lie#: 6 Ar2ftcj\vd..'-f'~s Mai l inJ/.dd~~~ ~) JJ . Ph:q~3-~-rreo Alt Ph: I t:rb . · co ~~"'~ 7 ~~r>po kev(-~ M ai ~ddress: "'1.2..,. -04-Co ~~ ~f?&.-_.--~:L,,IJ Ph: erz;z -~ t--r. +-All Ph: 8 Sq . Ft. of Building: ...::::: l B'!::1t> Sq. Ft. or Acres of Lot: Height: j-z1~-lf No. of F loors: ,. ' 9 Use of Bui lding : DResid ential )5comm e rc ial I Class of Work :~ D Ot her New DAiteration DAddition DRepair D Demo DMove 10 Describe Work : Mu.M '-'vdM:-~?~fv~£t~ ~ II Ga rage: ~~~ I Septic: ~Is "b Type of H eat:~ DAtta hed D Detached DIS S Community at. Gas DPropane D Eiectric D Other 12 Driveway Pem1it: ~ ~sn NC::, Owners valuat i o~fWork: -~ ~ 7 \ I t::f1::r"'' NOTICE A u thority, This app li cation for a Building Permit must be s igned by th e Owner oft he property, described above, or an a uthori ze d agent If the signature below is not lhat of tl>e Owner, a separate letlcr of au th ority, signed by the Owner, must be prov ided with this Application. Le gal Acce~~. A Build ing Permit cannot be issued witho ut proo f ofl egal and adequate access to the property for purposes of ins pections by the Building Department Other l'crmil5, Multiple separate permits may be required: (I) State Electrical Pe rmi~ (2) County IS OS Pem>it, (3) anoth er permit req uired for use on lhc property identified above, e.g. State or County Highway/ Road Access or a State Wastewater Uisc harge l'emlit Void Permit. A Building Permit becomes null and void iflhe work authorized is not commenced within 180 days of the date o f issuance and if work is suspended o r abandone d for a period of 180 days after commencement. CERTI FICAT IO N I hereby certify lhat l have read this Application and lhatlhc informa ti on contai ned above is true and correct I understand thatlhe Bu ildi ng Department accepts the Applicati on, along w ith the plans and specifications and oth e r data s ubmitted by me or on my behalf(submittals), based u pon my cert ification as to accuracy. Assuming compl eteness of the submittals and approval oflhis Application, a Bui lding Permit will be issued granting permission to me, as Own er, to construct the structurc(s) and facilities detai led on the submittals reviewed by the Building De partme nt. In consideration oflhe issuance o ft he Building Permit, I agree lhatl and my agents will comply with provisions of any federal , state or local law regulat ing tl1c work and the Garfield Coun ty Building Code, ISDS regulations and applicable land use regulations (County Regul ation(s)). I acknowl edge th at the B uilding Permit may be suspended o r revoked , u pon noti ce from the County, if the location, construction or usc oflhc structurc(s) and facility(ies), described above, are not in compliance with County Rcgulation(s) or any other applicable law. I he reby grant penni ssion to tl1e Building Department to e nter lhc property, described above, to inspect the work. I furthe r acknowledge tl>atthe iss uance of tl1c Building Pe rmit docs not prevent th e Bui lding Official from: (I) requiring the correction of e rro rs in tl1e submittals, if any, di scovered after iss~ance; or (2) stopping constructio n or use oftl1 e struct ure(s) or faci li ty(ies) if s uch is in violation of County Regulation(s) o r any o ther applicable law. Review of thi s Appli cati on, including submittals, and in spections of the work by the Build ing Department do not constitute an acceptance of responsibi li ty o r li ability by th e County of errors, omi ssions or discrepancie s. As th e Owner, I acknowledge that re sponsibility for compliance with federal, stale and local laws and County Regulations res t with me and my authorized agents, including without limitation my architec t designer, engineer and! or bui lder. c.-;t'':'!f.':f;;.ru" 0 ";;"'" '"0 CND,RST<NDT"' NOTO C£& C';(:;;;i ;;,~~ OWNERS SIGNAT:::cr: DATE pl an v 2..Z.'b.ll '" S'i La~. c,h1t.~z_q ~P-~-_'"i" Haq3i~~TAFF USE O NLY Special Conditions: Adj us ted Valuatio n : P lan C h eck Fcc: Permit Fcc: Ma nu home Fee: Mise Fees: q l,Cf87.J tor. sv Tot a l Fees : Fees Paid: Ba la nce Due: BP No & Issue Dale: t s-47 . 2.. q LQ(f1 . QY LCO -\q\~ OCCGroup : C onst Type: Jl /3 VALUATION FEE DETERMINATION Applicant Address Date C RMS Subdivision ~--~---------------------1493 C R-1 06 Carbond a le, C O Lot/Block ~~~----------~~-------3/2/2011 Contractor ~~----------------------- Finished (Livable Area): M ain Upp er Lo wer Other Total Basement: Unfini shed Squ are Fee t Valu ation Conv ers io n o f Unfin is hed to Fini shed Total Valu ation Garage/Sto rage (wood fr amed) Carpo rt : Total Valu ation Crawl Space Total Valu atio n D ec ks/ Patio s/Po rches Covered Open Total Valu ati on Type of Construction: VB Occupancy: E Valu ati on Total Va lu ation sq .ft s q.ft sq .ft sq .ft X $74.68 0 sq .ft sq .ftX $41 .00 sq .ftX $33.68 sq .ftX $18.00 sq .ftX $12.00 903 sq.ft X $9.00 5 6 sq.ft X $24.00 sq.ftX $1 2.00 Commercial 903 s f X $91.38 sf X s f X s f X s f X s f X N /A N /A Dick M arsh, G eorge T e mp est 0.00 0.00 0.00 8,127.00 1,344.00 82,516.14 91,987.14 Building Plan Review Description of Work: Music rehearsal/recording space. Bin#: Location Address: 001493 106 COUNTY RD CARBONDALE, CO Case Manager: David Bartholomew Plan Case Number: BLDG-2-11-6741 Parcel: 239333100012 Application Date: 0212312011 Building / Engineered Foundation /' Driveway Permit / Surveyed Site Plan tv( A-Septic Permit and Setbacks / Grade/Topography 30% tV/A Attach Residential Plan Review List / Minimum Application Questionnare / Subdivision Plat Notes / Fire Department Review / Valuation Determination/Fees / Red Line Plans/Stamps/Sticker / Attach Conditions 7 Application Signed / Plan Reviewer To Sign Application / Parcel/Schedule No. N'(A 40# Snowload Letter -Manu. Homes / Soils Report Contacts Owner: Colorado Rocky Mountain School, Inc. Applicant: Colorado Rocky Mountain School, Inc. Applicant Phone: 97~963-2562 Email: jwhite@crms.org Planning/Zoning / Property Line Setbacks / 30ft Stream Setbacks / Flood Plain / Building height / Zoning Sign-off /Jjll Road Impact Fees t<Jjli HOAIDRC Approval / Grade/Topography 40% I Planning Issues I Subdivision Plat General Comments: GARFIELD COUNTY Building & Planning Department 108 81h Street, Suite 401 Glenwood Springs, Colorado 81601 Telephone: 970.945.8212 Facsimile: 970.384.3470 www.garfield-county.com COMMERCIAL OR MULTI-FAMILY BUILDING PERMIT NOTE: In order to understand the scope of work intended and to expedite the issuance of a permit, it is important that complete information be provided . Please review this document to determine if you have adequate information to design your project and to facilitate a plan review. COMMERCIAL OR MULTI-FAMILY BUILDING PERMIT APPLICATION CHECKLIST This checklist is to be used with all commercial or multi-family construction . APPLICATION FORM: Please make sure the following information is provided on the application. • Parcel number obtained from the County Assessor's Office. • Job address (assigned physical address). • Legal Description: lot, block, filing, subdivision or tract, section, township and range. • Owners name, mailing address, phone, fax, or cell. • Contactors name, mailing address, phone, fax, or cell. • ArchitecUEngineer's name, mailing address , phone, fax or cell. • Building size, height, number of stories, lot size. • Use of building (commercial) • Class of Work (new, addition, alteration, repair, demo, move, other) • Description of work. • Type of heating (natural gas, propane, electric, other) • Sewer system (Community or ISDS), also see other items below. • Garage (attached or detached) • Driveway permit (please see other items below) • Valuation (labor and materials) OTHER ITEMS: • If you anticipate obtaining a water-tap from the City of Rifle, please provide a letter indicating that the City will provide water service. (Required to submit building permit application). • ISDS requires a septic permit application to be submitted with the building permit application. • A separate electrical permit must be obtained from the State of Colorado Electrical Board. • Prior to submittal of a building permit, you are required to show proof of legal and adequate access to the site. This may include proof of right to use a private easement, County Road & Bridge permit, or Colorado Department of Highway permit, including a Notice to Proceed. The County Road & Bridge Department can be reached at 970-625-8601. • If you anticipate excavating or grading prior to issuance of a building permit, you will be required to obtain a separate grading permit. • If you belong to a Homeowners Association (HOA), it is your responsibility to obtain written approval , if required. • Provide copies of any Resolutions and/or Land Use Permits associated with this property. • Projects with more than ten (10) occupants require plans sealed by a Colorado Licensed Design Professional. Occupant load shall be calculated by IBC Table 1 004 .1.1. • A Colorado State Licensed Electrician and Plumber must perform installation and hook-ups. BUILDING PLANS: Two (2) sets of plans must be submitted. Plans must be 18"x24" minimum size, complete, identical, legible, and to scale. Certain projects may also require a third copy of the plans be submitted to the local Fire District for review prior to permit issuance. All plans will be checked at the counter for completeness. If any of the required information is missing, the building permit application cannot be accepted. SITE PLAN: Please make sure the following information is provided on the site plan. • Property address/legal description. • North Arrow and Scale on each page. • Show all property lines, building envelopes, flood plain, and easements. • Provide setback distances from boundaries, buildings, septic, well, and waterways. • Location and direction of the county or private road and driveway accessing the property. • Proposed and existing structures include sheds, barns, decks, patios, and any other buildings. • Existing and proposed grade, positive drainage around structure (to be contained on site). • Streams, rivers, creeks, springs, ponds and ditches. • Existing and proposed wells, septic tanks, leach fields, and other systems. (if applicable) • Retaining walls (engineer stamped detail required for walls over four (4) ft, measured from bottom of footing to top of wall). NOTE: Any site plan depicting the placement of any portion of the structure within fifty (50) feet of a property line or not within an established building envelope shall be prepared, stamped, and signed by a licensed surveyor. For structures to be built within a building envelope, provide a copy of the recorded subdivision final plat with the proposed structure located in the building envelope. COVER SHEET: • Project identification. • Project address and/or legal description. • Design specifications to include building use and occupancy classification, type of construction, building height and area calculations, occupant load, and fire sprinkler systems. ARCHITECTURAL PLANS: Please provide the following information on the architectural plans. • Per C.R.S. 12-4-112; Structures designed with an occupant load exceeding ten (10) require Colorado State Licensed Design Professional stamped plans. • Minimum four (4) elevations (N,S,E,W) • Floor plans for each level including dimensions and scale noted. • Clearly label each room or space (office, storage, mechanical, elevator, etc). • Wall types; clearly labeled and referenced. Identify all fire resistive wall construction. • Construction details for all fire resistive elements referenced on floor plans and cross sections. Include wall, floor/ceiling, roof/ceiling, shaft wall assemblies, and structural frame. Provide the fire resistive listing number referenced on each assembly detail. (ex. UL P123) • Window & door sizes, types, and operation and direction of swing noted on the floor plan. • Specify roof slope/pitch, roof covering, and siding materials. • Energy design specifications/details for R-values, U-factors, and SHGC's per IECC. • Stair and guard details specifying rise, run, height and spacing. • Accessibility; show compliance with accessibility requirements for all elements of the building per IBC, Chapter 11 and ICC/ANSI A 117.1, ADA, FHA, and UFAS. STRUCTURAL PLANS: Please provide the following information on the structural plans. • Per C.R.S. 12-4-112; Structures designed with an occupant load exceeding ten (10) require Colorado State Licensed Engineer stamped plans. • Engineered foundation design per soils report. Geotechnical report referenced. • Design specifications to include roof and deck snow load, wind and seismic design, frost depth. • Foundation plan showing complete footing and foundation dimensions. • Footing and foundation details specifying reinforcement referenced on plans. • Framing plans for each floor level and roof. All beams, columns, joists, rafters, trusses and all live/dead loads specified. • Framing /connection details referenced on plans. • Pre-manufactured structures require an engineers stamp, signature, and date. MECHANICAL PLANS: Please provide the following information on the mechanical plans. • Per C.R.S. 12-4-112; Structures designed with an occupant load exceeding ten (10) require Colorado State Licensed Engineer stamped plans. • Energy design calculations and details verifying compliance with the 2009 IECC. • Floor plans for each level showing size, location and materials of all ductwork, plenums, return and outside air intake registers. • Size and location of all combustion air ductwork and openings. • Size, type and termination of all gas appliance flues and vents. • Location of all fire and combination smoke/fire dampers. • Equipment schedule for all mechanical equipment (boiler, furnace, exhaust fans, etc). • Commercial kitchen hood location, hood and duct sizes, CFM calculations. PLUMBING PLANS: Please provide the following information on the plumbing plans. • Per C.R.S. 12-4-112; Structures designed with an occupant load exceeding ten (10) require Colorado State Licensed Engineer stamped plans. • Floor plans for each level showing DVN layout and sizing, materials, slope and sewer location. • Water piping materials, length and size of pipe, water meter location, fixture unit demands, location and type of backflow prevention devices. • Gas piping materials, length and size of pipe, gas meter location, and BTU/hour demands. • Additional piping plans for roof/deck drains, condensate, medical gas, etc. • Plumbing fixture schedule for all plumbing equipment. • Commercial kitchen plumbing fixtures, food preparation equipment, grease interceptors, etc. ELECTRICAL PLANS: Please provide the following information on the electrical plans. • Per C.R.S. 12-4-112; Structures designed with an occupant load exceeding ten (10) require Colorado State Licensed Engineer stamped plans. • Floor plans for each level showing location of lighting fixtures, switches, receptacles, emergency exit signs and lighting, and panel location. • Diagram showing service entrance, conduit/wire size, main disconnect size, grounding electrode/conductor size, feeder conduiVwire size, transformers and generators. • Panel schedule showing bus/breaker sizes, circuit description, voltage, phase, amperage, etc. NOTE: If any required information is missing, delays in issuing the permit are to be expected. If determined by the Building Official that additional information is necessary to review the application and/or plans for compliance, the application may be placed on hold unti.l the required information is provided. Work may not proceed without the issuance of a permit. The building department will collect a Plan Review fee at time of application submittal. The Permit Fee, as well as any Septic or Road Impact fees will be collected when the permit is issued. The permit application must be signed by the owner or by a person having written authority from the owner to act as their representative. I hereby acknowledge I have read, understand, and will abide with the requirements of this checklist. ot.. · z.. "'~ II Date Garfield County Building & Planning 108 8th Street, Suite 401 Glenwood Springs, CO 81601 Phone: 970-945-8212 Fax: 970-384-3470 www.qarfield-county.com CONDITIONS OF PERMIT BLC0-2-11-1913 COLORADO ROCKY MOUNTAIN SCHOOL Music-Rehearsal Building 1493 CR-106 CARBONDALE, COLORADO 1) ALL WORK .MUST COMPLY WITH THE 2009 IBC, IMC, IPC,·IFGC, IFC, IECC AND MANUFACTURERS INSTALLATION SPECIFICATIONS . 2) ALL WORK MUST COMPLY WITH THE COND ITIONS OF THE LAND US E CHANGE PERMIT; RESOLUTION# 99 -016 APPROVED SEPTEMB ER 16, 2010. 3) ACCESSIBILTY REQUIREMENTS PER 20091BC, CHAPTER 11 AND ICC/ANSI A117 .1-2003 . PARK ING , SIGNAGE, ACCESSIBLE ROU T E, ENTRY AND THROUGHOUT BUILDING . 4) ACCESSIBLE BATHROOMS SHALL BE INSTALLED IN PROPOSED MUS IC ROOM EXPANSION . 5) PER ENGINEER'S NOTE; EXCAVATION OBSERVATION REPORT REQUIR ED PRIOR TO PLAC ING CONCRETE . PROVIDE AT FOOTING INSP ECTION . 6) ELECTRICAL ROUGH IN APPROVAL IS REQUIRED PRIOR TO FRAME INSPECTION. 7) ELECTRICAL FINAL APPROVAL IS REQUIRED FOR CERTIFICATE OF OCCUPANCY . 8) LOCKS, LATCHES AND LANDI~GS PER 2009 IBC, SECTION 1008. 9) LIGHT AND VENTILATION PER 2009 IBC, CHAPTER 12 . . (D) ~i::1'),('5C~,L"f tJf /..OC A L f:I/ZC PlS/Jt!lt-T ~c/Z >):>601?/ ;2~~/l'bH~H ~. AMENDED LAND USE CHANGE PERMIT for A 297-ACRE PARCEL OF LAND OWNED BY COLORADO ROCKY MOUNTAIN SCHOOL LOCATED ADJACENT TO THE TOWN OF CARBONDALE IN SECTION 33, TOWNSHIP 7 SOUTH, RANGE 88 WEST OF THE 6TH PM, GARFIELD COUNTY. PARCEL NO'S# 2393-331-00-012 AND 2393-332-00-027 In accordance with and pursuant to the provisions of the Garfield County Unified Land Use Resolution of 2008, as amended, and Resolution No. 99-016 of the Board of County Commissioners of Garfield County, State of Colorado, hereby authorizes, by Land Use Change Permit, the following activity: EDUCATIONAL FACILITY The requested amendment is to allow for the construction of two music practice facilities not contemplated in the original approval. The attached site plan indicates the approved location of these facilities(G<'i-tl~"C t.-). The Land Use Change Permit is issued subject to the conditions set forth in the above-mentioned resolution, and this non-substantial amendment, and shall be valid only during compliance with such conditions and other applicable provisions of the Garfield County Unified Land Use Resolution of 2008, as amended, Building Code, and other regulations of the Board of County Commissioners of Garfield County, Colorado. This Land Use Change Permit is issued under the authority granted to the Director of Building and Planning under Section 4-1 07 of the Unified Land Use Resolution of 2008, as amended. Fred A. Jarman, Da'te ' Director of Buildi and Planning FILE NUMBER CUAA6554 David Bartholomew From: Sent: To: Subject: Dear David, Joe White Owhite@crms.org] Wednesday, February 23, 2011 3:06 PM David Bartholomew; Richard Marsh CRMS Permit Submital CRMS hereby authorizes Richard March to submit an application for a building permit on our behalf. I'm sorry I didn't think to ply him with such written authorization prior to his stopping by your offices today. Please contact me if you need anything else to process the application. Regards, Joe White Director of Finance Colorado Rocky Mountain School (970) 963-2562 www.crms.org 1 Account Account: R090186 Location Parcel Number 2393-331-00- 012 Situs Address 001493 106 COUNTY RD 1493 SATANK RD City Carbondale Carbondale ZipCode 81623 81623 Tax Area 009 -1 R-009 Legal Summary Section : 33 Township : 7 Range: 88 SEC .28 , LOTS 11,12 ,13 & 14(NET 70.70AC) LYING S.OF ROARING FRK RVR & E OF CRYSTAL RVR,LOT 15(NET 4 .93 AC),LOT 20(NET 12 .9AC), SEC .33 ,LOT 2(NET 13.02AC) LOT 3(NET 19.40AC)E.OF CRYSTAL RVR,LOT ?(NET 19.07 AC),LOT 10(NET 9 .75AC), LOTS 11 & 12(NET 18 .57AC), E OF CRYSTAL RVR, W2NE(NET 77 .0AC), EXCEPT 55.23AC IN CITY LIMITS OF CARBONDALE BY ORD .#11 (1979) 528/ 823 ,EXCEPT 1.49AC. TO THE CO .RD .ROW, EXCEPT .07AC DESC . 729/997, LOTS 1 THRU 16, A BLK. 5 , LOTS 1 THRU 16, A,B BLK . 6, LOTS 8 THRU 30, A BLK. 14, LOTS 1 THRU 15 A BLK . 15 COOPERTON TOWNSITE . ALSO, A TR IN THE E2 SEC 33 CONT 38.19 AC . EXCEPT 21 .71 AC AS DESC IN BK 1127 PG 454. Transf~!i Sale Price Jax History_ Tax Year Taxes 2010 $3,149.48 2009 $3 ,154.96 Owner Information Owner Name COLORADO ROCKY MOUNTAIN SCHOOL Owner Address 1493 COUNTY ROAD 106 Page 1 of 2 Assessmen~_tpry_ Actual (201 0) $351,940 Primary Taxable $55,310 Tax Area : 009 Mill Levy: 56 .9420 CARBONDALE, CO 81623-2357 Type Actual Assessed Acres Units Improvement $78,240 $13,370 117.000 Land $273,700 $41 ,940 209.440 Sale Date Doc Type Book Page 0.§13_0/201 0 A26 01/15/2008 RES 12/03/2007 RES. 12/_19/2007 SA Images • ~ketch • GIS https ://act.garfield-county.com/assessor/taxweb/account.jsp?accountNum=R090... 2/23/2011 PLANS COVER LETTER Job No. ECOR9-11048 Date Signed: April 14, 2 Earthcore SIPs, Inc. PO Box 545 Lafayette , Colorado 80026 Attention: Mark Attard Re: New SIPs project at the CRMS Music Building at 1493 County Road 106, Carbondale Dear Mr. Attard: I reviewed, analyzed and approve of the attached plans for the structural insulated panels (SIPs) and in panel columns on the subject project. Structural design criteria includes: building code is 2006 International Residential Code (IRC) as amended by the local building jurisdiction; snow load of 40 psf; wind speed is 90 mph, exposure C; seismic zone B. As per building department requirements, we are supplying copies of the calculations for structural engineering of the above noted i terns; the calculations also show that specific shear walls are not required. Please note that the Professional Engineer's seal on this cover letter is valid for all of the pages of calculations stapled to it; if the three staples at the left margin are removed, all of the individual pages are to be considered invalid. Individual plan sheets are stamped as well under the authority of this letter. Thank you for retaining us to perform this structural evaluation service. Please feel free to contact our office if you have any further questions. Very truly yours, MARK BENJAMIN, PE, SECB icertified in the practice of structural engineering~ Copies: 4 Engineered for the way you build ... . . . Designed for the way you live . CRMS MUSIC REHEARSAL SPACE SIPS SHOP DRAWINGS PREPARED BY EARTHCORE SIPS I ISSUED FOR CONSTRUCTION-4/01/11 1 EARTHCORE SIPS 1005 S.120th LAFAYETIE, CO 80026 888.299.3049 www.earthcoresips .co m l"'Wc~oamotn~• ... ~ofM'I'Wiot.end" tuc:h. mnai'lslhrtp-opettrot~ $PS. Pemw:uion few UM of 11'118 doc:u'!Wt lalll'nHcl and Clln be ntenct.d r:rit by .....e.n -urMII'IM \111101 Eattl'ICore SIPS. COPYRIGHT 201 1 DRAWING INDEX Sheet Name Panel Count I SIGNATORY BELOW ACKNOWLEDGES THAT THEY HAVE REVIEWED EACH PAGE OF THE SUPPUED SHOP DRAWINGS CREATED BY EARTHCORE SIPS, LLC . THE UNDERSIGNED ACKNOWLEDGE THE SIGNED SHOP DRAWINGS ARE PART OF THE ORDER WHERE THE UNDERSIGNED SPECIFY THE DIMENSIONS OF THE WALL AND ROOF ASSEMBLIES. THE UNDERSIGNED IS RESPONSIBLE TO MAKE SURE THE FINAL SPECIFICAllONS OF THE ENGINEERING AND ARCHITECTURAl. PlANS USED FOR BUILDING CONFORM TO THE SHOP DRAWING PROVIDED EITHER AS DRAWN OR IN REO.UNE VERSION REGARDLESS OF WHETHER THE FINAL ENGINEERING AND ARCHITECTURAl. PLANS HAVE BEEN SUPPLIED TO EARTHCORE SIPS. LLC. FURTHERMORE BY SIGNING BELOW THE UNDERSIGNED AFFIRM THAT THEY HAVE REVIEWED THE SUPPLI ED ARCHITECTURAL AND ENGINEERED DRAWINGS FOR CORRECTNESS AND CONSISTENCY AND ANY DIFFERENCE BETWEEN THE ARCHITECTURAl. PlANS. ENGINEERING PlANS, AND SHOP DRAWING IS BEIN G REQUESTED BY THE UNDERSIGNED AND IS ACCEPTABLE. HOMEOWNER ARCHITECT ENGINEER CONTRACTOR OTHER SIGNATURE OF APPROVAL ~ No ExcepiiO<lS Taken D Make C.:Orrect1ons Noted 0 R evise and R e-Submit D S ubmn Specified Ite m D See Attached c.:omment s DATE The Architect reviews this submittal o nly for conformance with the design concept of the project and with the information given in the Contract Documents. This review does not extend to shop fabricaton processes. lield construction techniques, or coordination ol trades and their work. Review neither extends nor alters any contactual obligations of the Architect or General Contractor Date 4 -1 -1 1 By DAVID DARLING BRADZEIGEL earth cerett EARTHCORE SIPS 1005 S. 120th LAF A VETTE, CO 80026 888.299.3049 www.earthcoresips.com TNI ~ .... ~Gt..W:....-.d • ~~Npt'Cfltl'ty of~SIPS. ~-atonb '*d i'lia~llllmi«<Wid a.nbe......-dcrifbywrlttniiQf'MI'nOI'(d'l fa'thCcn Stp$. COP"r'RtGHT2011 CRMSMUSIC REHEARSAL SPACE 1493 COUNTY ROAD 106 CARBONDALE, CO 81623 Project number crms816 23481w6511l50 Issue for REVIEW Date 03131111 Revision Dale Drawn by BB Checked by __ ....:.._ ___ --,I ! INDEX ~ <.'! "' r-----------------~ ~ PO.O ~ GENERAL NOTES NOTES BASED ON I.R.C. 2006 THESE DRAWINGS ARE 'BUILDERS PLANS' I NDICATI NG GENERAL DESIGN INTENT ONLY. IT IS THE BUILDER'S RESPONSIBILITY TO PROVIDE ANY ADDITIONAL CONSTRUCTION DETAILS REQUIRED AND TO DICTATE METHODS OF CONSTRUCTION. THE BUILDER SHALL VERIFY ALL DIMENSIONS OF MANUFACTURED COMPONENTS AND RELATIONSHIPS BETWEEN MATERIALS OR COMPONENTS. THE BUILDER SHALL VERIFY EXISTING CONDITIONS AND DIMENSIONS SHOWN ON THE DRAWINGS I NCLUDING ALL EXISTING GRADES AT THE SITE. THE ENGINEER SHALL BE NOTIFIED IN WRITING OF THE FACING SHALL BE 7116" OSB CONFORMING TO APA RATED STRUCTURAL 1, EXPOSURE 1 AND HAVING A SPAN RATING OF 24116. REQUIREMENTS OF APA'S NER-108 AND US DOC P$-2-04 PERFORMANCE RATING ARE SATIFIED OR EXC EEDED. THE USE OF STRUCTURAL 1 RATED SHEA THING WAS DECIDED BY EARTH CORE TO PROVIDE HIGH QUALITY PANELS WHI LE THE I NDUSTRY STANDARD AND CODE MIN IMUM IS STANDARD GRADE SHEATHING. ANY DISCREPANCIES IN THE DRAW INGS PRIOR TO THE OSB SHEATHING USED BY EARTHCORE CONSTRUCTION. F AILURE TO NOTIFY THE EXCEEDS THE REQUIREMENTS OF IRC R613.3.2 ENGINEER SHALL CONSTITUTE ACCEPTANCE BY AND APA RATINGS. THE BUILDER OF ALL RESPONSIBILITY. THIS IS A CUSTOM DESIGN FOR A SPECIFIC SITE. ~ THESE PLANS MAY NOT BE USED ON ANY OTHER SITE WITHOUT THE ARCHITECrS PRIOR WRmEN APPROVAL ANY CHANGES TO THESE PLANS WITHOUT PRIOR WRITTEN CONSENT BY THE ENGINEE R. SHALL CONSTITUTE ACCEPTANCE BY THE BUILDER AND OWNER OF THAT CHANGE. THE CONTRACTOR SHALL PROVID E MECHANICAL NO ADDITIONAL ADHESIV ES ARE NEEDED FOR POLYURETHANE TO WOOD MATERIALS. POLYURETHANE ALREADY HAS A BONDING PROPERTY UNLIKE POLYETHYLENE. THE SUBSTRATE ADHESION OF POLYURETHANE TO HAVE A M INIMUM OF 22 PSI. AND ELECTRICAL ENGINEERING AS REQUIRED TO ~ COMPLETE WORK AND FOR INTENDED PURPOSE. MECHANICAL CONTRACTOR SHALL VERIFY DIMENSIONS OR A LL NECESSARY FLUE CHASES. DUCTS AND EQUIPMENT. THE BUILDER/CONTRACTOR AND ALL APPLICABLE BUILDING CODES. REFER TO THE ARCHITECTURE AND STRUCTURAL ALL LUMBER USED FOR PLATES AND SPLINES ARE TO BE SPRUCE.PINE-FIR #2 OR HEM-FIR #1 . OR SOUTHERN YELLOW PINE #1 EQUAL LIFE TREATED. S IP SCREWS: ENGIN EERING PLANS FOR ADDITIONAL SIP SCREWS ARE TO HAVE A MINIMUM SHANK IN FORMA TION.THESE SHOP DRAWINGS ARE ONLY DIAMETER OF 0.188 INCH AND A MINIMUM HEAD INTENDED TO BE U SED FOR MANUFACTURING AND DIAMETER OF 0.6251NCH. ALL SCREW S TO BE INSTALLING S IP FRAMING. CORROSION RESISTANT. SIP MATERIALS: ~ THE CORE MATERIAL SHALL BE POLYURETHANE MEETING THE FOLLOWING CRITERIA: CORE DENSITY (ASTM D-1 622) 22PCF COMPRESSIVE STRENGTH (ASTM-D162 1): 17.5 PSI FLEXURAL STRENGTH (ASTM-C203): 30 PSI MIN. TENSILE STRENGTH (ASTM-D-1623): 35 PSI MIN. SHEAR STRENGTH (ASTM-C273): 25 PSI MIN. SUBSTRATE ADHESION (ASTM-D1623): 22 PSI M IN. WATER VAPOR PERMEANCE (ASTM-E96): 2.3 PERM WATER ABSORPTION (ASTM-C272): 4.3% VOL. MAX. DIMENSIONAL STABILITY (ASTM-02126) 2% MAX. REFER TO IRC 09 TABLE R613.3.1 FOR ADDITIONAL INFORMATION. THE POLYURETHANE CORE USED BY EARTHCORE EXCEEDS THE REQUIREMENTS OF IRC R316 AND R613.3.1 THE SIP SCREWS BY EARTHCORE EXCEEDS THE REQUIREMENTS OF IRC R613.3 .5 . ~ MINIMUM SPLINES TO BE CONSTRUCTED USING MINIMUM OF 3" WIDE SECTIONS OF 7116" OSB SHEAT HING ON THE INSIDE FACE OF EACH FACING CREATING A LAP SPLICE. THE LAP SPLICE SHALL BY NAILED TOGETHER WITH 8d NAILS AT 6" O.C. MINIMUM AT EACH PANEL TO SPLINE. SPLINES MAY BE SET INTO PLACE DURING MANUFACTURING TO CREATE A TONGUE CONNECTION IN THE FIELD. IN ADDITION, SPLINES MAY USE SOLID SAWN DIMENSIONAL LUMBER WHEN HIGH ER CAPACITIES ARE NEEDED. REFER TO OWGS FOR SPLI NE DETAILS. FRAMING NOTES NOTES BASED ON I.R.C. 2006 REFER TO THE SIP DETAILS FOR ADDITIONAL INFORMATION. BUILDER TO COORDINATE STRUCTURAL PLANS WITH S IP SHOP DRAWINGS. ALL MULiiPLE BEA MS SHALL BE GLUED. NAILED AND/OR B OLTED AS PER MANUFACTURER'S RECOMMENDATIONS. ENGINEERED WOOD BEAMS AND HEADERS SPECIFIED "E.W.", SHALL BE AS MANUFACTURED BY TRUSS.JOI ST CORPORATION . BOISE. IDAHO (OR APPROVED EQUAL) W ITH THE FOLLOWING PROPERTIES: 8 518" DEEP OR SMAL LER: Fb:1, 700 PSI Fv--400 PSI E=1 .300.000 PSI 91/4" DEEP AND LARGER: Fb=2,325 PSI Fv=310 PSI E=1 ,500,000 PSI MICROLAM BEAMS AND HEADERS SPECIFIED "LVL 1.9E" SHALL HAVE THE FOLLOWING PROPERTIES: METAL CONNECTORS SPECIFIED "SIMPSON" ON PLANS ARE MANUFACTURED BY SIMPSON STRONG-TIE, INC. METAL CONN ECTORS SPECIFI ED "USP" ON PLANS ARE MANUFACTURED BY UNITED STEEL PRODUCTS. PROVIDED STRENGTH OF SPECIFIED CONNECTORS I S MET OR EXCEEDED. NAILINGI1NSTALLA TION OF CONN ECTORS TO BE PER MANUFACTURER'S RECOMMENDATIONS. ALL MULTIPLE BEAM HEADERS SHALL BE ATTACHED IN ACCORDANCE WITH MANUFACT URE R'S SPECIFI CATIONS. FOR SAWN LUMBER , USE (2 ) ROWS OF 16d NAILS@ 16" O.C. USE NAILING BOTH SIDES FOR 3 AND 4 PL YS. Fb= 2.600 PSI PROVI DE ICBO APPROVED JOIST HANGARS AT ALL Fv=285 PSI "FLUSH FRAME" CONDITIONS AND AS DEPI CTED E=1 ,900 ,000 PSI ON FRAMING PLANS. PROVIDE ANY OTHER POST BUlL T-UP TIMBERSTRAND BEAMS MAY BE SUBSTITUTED BASES, MULTIPLE JOIST HANGARS, AND BEAM FOR SINGLE-PlY TIMBER STRAND HEADERS PROVIDED CONNECTORS AS REQUIRED. INSTALL WITH THAT THE TOTAL WIDTH IS GREATER THAN OR EQUAL NUMBER AND TYPE OF NAILS BY MANUFACTURER. TO THAT OESIGNA TED ON PLAN. BUll T -UP BEAMS MUST REFER TO HANGAR SCHEDULE. BE ATTACHED PER MOST STRINGENT INDICA TEO PER MANUFACTURER RECOMMENDATIONS. UNLESS NOTED OTHERWISE ON PLANS. MICROLAMS (M.L. OR L.V.L.) MAY BE SUBSTITUTED FOR TIMBERSTRAND (T.S. OR L.S.L.) OF THE SAME WIDTH AND DEPTH. AS DESIGNATED ON PLAN. SOME VER$-LAM BEAMS MAY BE SUBSTITUTED FOR TI MBERSTRANO OR MICROLAM BEAMS OF TH E SAME TOTAL Wl:lTH AND DEPTH . AS DESIGNATE D ON PLAN. DESIGN CRITERIA 1. LOADS USE D FOR DESIGN: FRAMER RESPONSIBLE FOR BACKOUT FRAMING REQUIRED AT PLUMBING AND HEATING RUNS AND CHASES. CARRY ALL POINT LOADS CONTINUOUS T O THE FOUNDATION. PROVIDE SQUASH BLOCKING. PROVIDE SOLID BLOCK UNDER ALL 2-2x AND LARGER POSTS TO FOUNDATI ON OR SUPPORTING BEAM. SQUASH BLOCKS A RE NOT SHOWN ON PLAN FOR CLARITY. A. ROOF LIVE LOA0 ............................................................. 40 PSF B. W INO SPEED (V3s). & EXPOSURE ................................ 90 MPH, EX C. SEISM IC DESI GN CATEGORY ........................................ C D. MINIMUM FROST PROTECTION DEPTH .......................... 36" 2.AODITIONAL CLIMATE CRITERIA: A . WEATHERING .................................................................. SEVERE B. WINTER DESIGN TEMPERATURE .................................. 5 DEGREES C. ICE BARRIER UNDERLAYMENT REQUIREMENTE. ....... YES 0 . FLOOD HAZARDS ............................................................ 1986 E. AIR FREEZING INDEX ...................................................... 2500 F. MEAN ANNUAL TEMP ...................................................... 45 DEGREES EARTHCORE SIPS 1005 s. 120th LAFAYETTE, CO 80026 888.299.3049 www.earthcoresips.com TN& doo..mett i& an iNIMne'1l ot Ml'll'lot, lt'ld M loUCtl. rtlmi!IM 1M ~of EW~t'Gof• StPS. PM'r!Wwionb'UMOflt\'t~it~Md can be aneroc»d trif by MIIIW'IIIgl'""*" 'Min E.rtheoreSIPS. COPYRK>HT 2011 CRMS MUSIC REHEARSAL SPACE 1493 COUNTY ROAD 106 CARBONDALE, CO 8 1623 ~----~----------~ ~ P0.1 0 ;,; N ~ ~ ~ ~ ~ ~ ~ 7 earth c•re G 8 EARTHCORE SIPS 1 1005 S. 120th I I I P3.0 I I LAFAYETIE, CO 80026 I 888.299.3049 I I I I I www.earthcoresip s.com 40' -0" 7 314 1 .I I I 3 2'-10 1/8" I 'I Tlwcloc:l.rnetc i&an .,..,.,.,.olMtv!Ot, and H .uch,remalnltne ptopet()'OI~e StPS. Pttn'WftiOtl 1r0J "" of tm doa.menC II ...,.td ..,., 0-I I I I MAGENTA I (Mibf:~oriybyWI1ften .... Mtni'IIIICt'l I E~eSIPS. COPYRIGHT 2011 I !\_ '""'-7: !\ ~ f ~ \ (3)2x6 I z i ,,,._ CRMS MUSIC w 5! w a: I (!) I I ~~.!:~~ ~EAR SAL iD T .\0 112 PACE '1 TEAL I I I ~ o~--~V>EIIIJ ._.~\'\-"\ E ~..-«-,,. '..-~;,..1 - I I I I I ~s .. ~ ~:o ]! L>~ 383.~ I I I I I r-··. ,, ·~~ I I I I I ~ ·.. .~ ~~.:§~ v~ ; ~.;········· ~'! it> I I I I ~ 0 ~NAL~ ~9 ~COUNTY ROAD N I ~ ~ I I I I I 106 CARBONDALE , CO 'Y" w I I T I :• 81623 ~ (!) I I I I ';' ~ ;.. 0 I I I I I Project number I I I I crms81623481YAS5r650 w I /""~"-! ·3 I I I I Issue for CON ST . ""' :.a 7~ •W Date 04/01/11 • -z I ~t o,'O --I I Revision ®--~ 3/8" :r 1r f I --1 'i 1 Date (4 )2 X6 J _r._ "'/'> -=-+--,. --~ 12'-3112" I I ~ (4)2X6 J 1' Drawn by BB 13'-J• \. (4) 2X6 Checked by I @]I CYAN I I f I YELLOW 12'-4• -1. I I __ , J MAIN FLOOR PLAN MAROON I I @) ~~~~=~~~?R PLAN P1.1 C? C{) ~ 1 ~ ~ % earth c •re G P3.0 EARTHCORE SIPS 1005 s. 120th I I I I I LAFAYETTE, CO 80026 2'·8" I I I 2 ·8" v 888.299.3049 v ~ I -www.earthcoresips.com f I l~~ I I I I TNr&doeumttlfi&ar~in&lrurroettotserviOe ,oiNin. ~ R9 P.9A MICh . remtl,..lhe Pf~ ot Ell'lhCore SIPS, R1 I I 1 PttrriulonlotUMoftlft.cioc:ufMniNIII'I'IIii:Kiatld 0 I I c.n bl eldendoed of'ly ~ lllfiCMn •••,....,. ¥.ch "' EatlhCofe SIPS. r-l I r 1. COPYRIGHT 201 1 l R10 f R10A ~ R2 I ... I I I ~ CRMS MUSIC I I I I REH EARSAL -I'- I I I I SPACE b I R11 I ~ · oO Ri I R3 I G; \_ ... I I ~~ ...... ~>~/-\\J --\ I I It .J.··~~ ~EN r' I I I I I I 0:~ 4-t;·. "'P :.--•T1' b I I I R12 I I R12A u; 38~ p ~} 0 3 R4 I ~ <r I J I ~..... ~ ~---:~ ~ ~ I I ~ I I ~ I ~ ~:111 0 I I I I I •• OUNTYROAD <') b ~ I R 13 I ~ R13A I RS l <') oivA.l. ~ 106 _Gj_ ... :.I d I -CARBONDALE , CO ~ ~I" I "' 81623 I I I I b I RS I I R14 I ~ <r Project number I ~~ I I I I I crms81623481 w65r650 I I I I b R15 R15A Issue for CONST . 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'I Ptm'lluionfOfUMofttndocurrwntillifN:ed..._, ..----c.nbl eldended oft)' by wri!t~egr~ Mil ~ I E.rtneoreSIPS. m 111 COPYRIGHT 2011 :;, I & I --~ II \._:MAGENTA PANELS TO :I CRMS MUSIC REHEARSAL I I II BE NOTCHED AND :I PROVIDE BEARING SPACE ~1 1 ll FOR GLB STRUCTURE !l ~?.-~~ 0- u, ~\.;\\ ~~EN~ I I I I !I @ './;~~ 4{ I ll lj 0·~ r---lf 3839, ~' R~ - / '~"'"' ..J I ~ I I BY OTHERS I I I I ....... ~ II II I ~oJ ~ M I ' I I .. ~~R()N f1AI I= CO ' "' II II I N I '\8'·623 0\ II II I ~ r---.I I I I I I I I Project number I II I crms81623481v.65!1;50 I Issue tor CON ST. r---I 'I I ~ I il I I Date 04 /01 /11 Revision I Date I -II -I Drawn by BB &~~ • Iii ,____ 'I . Checked b y -------1-----1---~ -t r-- ~ ~ ~ lJ ~ ~ I ~ R EFLECTED I FRAMING PLAN ..,~ __ , I I (1\ RFI=I_E CTED ~RAMING P LAN I P1 .3 ~ 1/4"= 1'-0" SQUARE DRIVE-WAFER r 2x 8d NA ILED/STAPLED HEAD PANEL SCREWS. @ 6 " O.C. BOTH SIDES INSTALL@ 8" O.C.@ IN EACH ROUTE D 1ST FLOOR WALLS AND PANEL END 12" O.C. @2ND FLOOR 1" F ACTORY INSTALL LOW EXPANDING FOAM SEALANT AROUND BOX A ND IN CHASE CUT HO LE AND REMOV E FOAM SO FLANGED B OX C AN SPLINE PREINSTALLED A S TONGUE USING 3" W IDESECTIO N OF 7116 " OSB EACH FACE OF CORE, MATCH SIP OSB PROPERTIES. AND ABOVE W,;;A.;;L-L;;,S ---ift-l:fil INSTALLED I" EL ECTRICAL CHASE BE INSERTED. SECURE BOX FLANGE TO PANEL FACE W ITH FLATHEAD SC REWS { r S IP PAN EL S IPS WALL VERIFY LOCATIONS W ITH ARCHITECT OPTI ONAL VERTICAL WIRE CHASE ~ ~ INSTA LL SEALANT ~~~~Jl~~~E~o ~ CONNECTION 1/8" GAP, TYP .. --------' NAIL OR STAPLE SIP TO SPLINE DRILL THRU PLATE OR R-STUD FOR 2· STORY OR BASEME NT WIRING A CC ESS @ PANE L CONNECTION W ITH 1 FOAM ·~-1"=1 '-0" 2x NAILED/STAPLED@ 6 " O.C. BOTH SID ES IN ROOF PANEL ENDS. DOUBLE RI P 2x OR R- STUD FO R PLUMB CUT LSTA14ACROSS J OINT S IN EDG E MEM BER WITH 8d @ 6" O.C. EACH SIDE OPTION : FASTE N W ITH #S TYPE "S" DRYWALL SCREWS@ 6 " O.C. (PLAN V IEW) 2 PANEL CORN ER C ONN ECTI ON P PS.O 1": 1'-Q" SI PS HEADER PANEL -•--•--•--•--•-_. __ • PRE-INSTALLED HEADER SQUARE DRIVE-WAFER 1 112" ROUTED OUT (3 SI DES) HEAD PANEL SCREWS · 3" AT DO UBLE TOP PLATE. 8" O.C. ENTIRE TOP EDGE. TOP AND BOTIOM PLATES IN T O TOP PLATE • • • • • • SIPS ROOF ~ ~ ~ 2x ORR-STUD TOP PLATE 8d NAILS OR 16 GA 1 112" 8d AT 2" O.C . STAPL ES@ 6" O.C. MIN . B OT H ENDS 1::----:,f--:-BOTH SIDE S (4" O.C. AT -.!.... -!.... -.!.... -.!.... -.!.... -.!.... -.!.... T GABLE BEVELED 4x B LKG. GLUED TOP AND BOT. W I 16d @ 6 " O.C. A FTER ANY ELECTRI CAL HAS BEE N INSTALLED •. I ENDWAL LS) 1·1· ·1·1 I • -.- -.- -.- -.- -.- -.- -.-• I 1.1 1.1 I ( ~I IIT"-on.....----8d@ 4" O.C. 1" PW/OSB GLUED TO TOP PL (PROVIDED BY EARTHCORE)AND WI (2) ROW S 16d RING SHANK@ 6" O.C. ROOF EAVE TO WALL BOTH SIDES S IPS WALL 1•1 OPENI NG 1•1 1/ \1 PRE-I NSTALL ED HEADER IN 2x OR R-STUD @ HEAD, JAMBS IN SIPS PANEL SWITC H/OUTLET BOX W ITH COVER PLATE GYP. BD. BY OTHER S 8d N A ILS OR 16 GA. 1 112" 2x OR R-STUD TOP PLATE STAPLE S @ 6 " O.C. MIN. BOTH SIDES I .I I. I J;·--.- -.--.- -. I .I I I I. I I I I .I 1• WINDOW OPEN IN G •1 I. I ~ J I J SIPS WALL @ ~?~~·~o~TION 5 SIPSWALL W INDOW OPENING IN PAN EL ..... ~ 3/4" = 1'-0" 3/4" = 1'-0" EARTHCORE SIPS 1005 s. 120th LAFAYETIE, CO 8 0026 888.299.3049 wwv.'.earthcoresips.com n.~l&tl'l ~of -~ .• ,.., ... ....ct~,rtn'IM'Ittnt ~ otE.wtneot• saPS. Ptrt'l'liulotl tofUM OIItQ OOCUrntnl k ,..,..td iii'ICI C.fl'l bt •lMn6td orly by ~Mirltn ~•ement Ylfth E~•SIPS. COPYRIGHT 2011 CRMS MUSIC REHEARSAL SPACE COUNTY ROAD 106 CA RBONDALE , CO 81623 DETA ILS P6.0 CAULK OR "SILL SEAL" UNDER PLATE PANEL HOLD DOWN OPTION: CONCRETE EMBEDDED SIMPSON PAHDIHPAHA HOLDDOWN STRAPS. ATTACH TOP 2 HOLES WITH 116 SCREWS. ALL ELSE MAY USE 16d WHERE SOLID LUMBER BACKING IS AVAILABLE, FILL ALL HOLES, ___ __J 1" DIA WIR ING CHASE WHERE OCCURS SQUARE DRIVE-WAFER HEAD PANEL SCREWS 12"0.C. 2xPRESSURE TREATED SILL PLATE ANCHOR BOLT AS ---...'-!l!r:!!!imi!l!!m., REQUIRED PER ENGINEER CONCRETE STEM WALL PER STRUCT. CONCRETE FOOTING PERSTRUCT. @ FOUNDATION DETAIL P3. .... 1"-1'-0" JOIST ORTJI BY OTHERS TOP FLANGE JOIST HANGER Sd NAILS OR 16 GA. 1 1/2" STAPLES@ 6" O.C. MIN. BOTH SIDES 2xTOP PLATE SIPS WALL 2x EASIDEOF BEAM W/ (2) ROWS 16d AT 3" O.C. 2XTOPPLATE ~ SUPPORT POST DETAIL ••. .... 314 " = 1 '-0" EARTHCORE SIPS 1005 s. 120th LAFA VETTE, CO 80026 888.299.3049 www.earthcoresips.com TW. 6oeurMnt it tn ~Of Mt'Yite, tnc:l M auc:h.r~tM ~ot*")~Of ~t StPS. PtfTI'III.sletltofUM OIIM ~IIIIm4lednl C¥'1 ~ t d .no.d ody ~ wtl!tt~t~tgr .. ment ¥«1'1 Ultheoft SIPS. COPYRIGHT 2011 CRMS MUSIC REHEARSAL SPACE 1493 COUNTY ROAD 106 CARBONDALE , CO 81623 Projecl number crms81 623481 1Ml5r650 Issue lor CON ST. 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'5 l {):; fl" 'N!h l5 -:z1 I 'J i V···.es c opa r i··\J ; ' 'MD <€, ~\f\ 11. \f\ vJI rerf~·!'Q 1-eb ':7\ya., 'Ldll U'ntt~S r'~ '('-.(Je & 0 ' Capacity of a Wood Member in Compression (NOS, 2001 Edition) Species: Hem Fir Grade: ·-;2-·--,;r- Material Properties: E= 1.3 E6 psi Fe= 1300 psi Fe' = Fc*Cd*Cm*Ct*Cf*Ci*Cp Fe= 1300 psi Cd = 1.15 Cm= 1 Ct= 1 CF= 1.1 Ci= 1 Cp= 0.208393 Fe*= 1644.5 Fe'= 342.7 psi P(all) = 8482 pounds Width Depth Length 4.5 in 5.5 in 12.33 ft P(all) = F(CE) = K(CE)*E'/(Ie/d)A2 K(CE) = 0.3 E'= le= d= le/d = (le/d)A2 = 1.3 E6 psi 147.96 in 4.5 in 32.88 1081.094 F(CE) = 360.7456 psi F(CE)/Fc* = 0.219365 c= 0.8 Cp = 0.208393 8482 pounds beam width= 5.5 in c STATE ELECTRICAL BOARD INSPECTION REPORT I CORRECTION NOTICE Date Rec. 7, /;{:,If PERMIT II 7 () 2 ? 0 2.:. • Contractor /H:me Own e r: . fi{11) th l(. 't 'L Address: ---'f_f:{--+---'-~-<-_) __ t""-'f....::.)t-'---f __;fl_A--'·----'·<j::_i}_L__--=•=------=---=--=--· ... ' TYPE OF INS PECTION: Final K Part ial __ Rough in __ Underground __ ACTION: A ccepted -k Rej ecte d __ Re marks _ _:__:_ ___ REINSPECTION FEE I •I ~ .. 1 .. l, ~~~I .. I •1 • Inspector's Name 7 Date ~/;; Phone # FORMS:EBINSP_NOT I CE .DOC Permit Card POST O N SITE - Garfield County PermitNO. BLCQ .. 2-11-1913 Building and Planning Department 108 8th Street, Suite 401 Glenwood Springs, CO 81601 Phone: (970)945-82 12 Fax : (970 )384 -3470 Issue Date: 3/7/2011 AGREEMENT Permit Type : Commercial Building Work Classification: New Expires: 09/12/2011 In consideration of the issuance of the permit, the applicant hereby agrees to comply with all laws and regulations related to the zoning, location; construction and erection of the proposed structured for which this permit is granted, and further agrees that if the above said regulations are not fully complied with in the zoning, location, erection and construction of the above described structure, the permit may then be revoked by notice from the County Building department and IMMEDIATELY BECOME NULL AND VOID. Commercial Building Parcel#:239333100012 . . J ob Address: Owner's Name: Colorado Rocky Mounta in School , In c . 1 ~z Owner's Phone: 970-963-2562 1493 CR 106 (Whitaker) AVE CARBONDALE , CO Total Square Feet: 1000 ----·il ~ontractor(s) Marsh Construction Co Marsh Construction Co Phone Primary Contractor Work Description: Inspection Footers Foundation Walls Framing Drywall Final Mise ,........_ Insulation '\1 ~~ Grout I' (970)963-187 4 (970)963-187 4 Inspection Scheduling Code IVR Yes No Comments 105 U~t""#.)I M -W 110 Nn\-t.'P 116 ' ' 120. fJfAK~ St/t~ ~Of)~ t,;r seA.{fi.'f 125 ·135 .,...... ' ¥lf7<1 LL '\ -D ~ ,:i so .Ju --;:;bu \ h &l:"JIL "'175 ~I ;I uiuiJ.:lu-tJ~ $cw ),/0 '{i. .&n.: ~Ulf lJciX~£ ~ t)~ l Jtdut.f/.1t40 UG Plumbing 605 Rough Plumbing ;.f/11. /lo fc...\1\14fb/~ 610 . Gas 620 f-.t€.. {Lt 0~ bJC €> z.l!{tt ADDITIONAL INSPECTIONS MAY BE REQUIRED Pass Date '/E5 3·1 ... 11 VES '3·1 (D .. II ~w. h ~8-/L v.:u ~-I'.S:.// ~Jl\. ~-/_ ... /I - lh c;?w 1 6-8~/i POST THIS IN CONSPICUOUS PLACE WHEN CONSTRUCTION IS STARTED For In spections Call : 1-888-868-5306