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HomeMy WebLinkAboutApplication- PermitJob Address GARFIELD COUNTY BUILDING, SANTTATION and PLANNING DEPARTMENT 109 8th. Street Suite 303 Glenwood Springs, CO 816%1(970) 945-8212 rnvibi,d Nature of Work Building Permit No. 8733 '601, o Use of Building - I jil.i t' Owner Contractor Amount of Permit$ reA Date 6.- /19 -O3 Clerk GARFIELD COUNTY BUILDING PERMIT APPLICATION GARFIELD COUNTY (GLENWOOD. SPRINGS), COLORADO TELEPHONE: (970) 945-5212 INSPECTION LANE: (970)384 5003. PERMIT NO. 7 PARCEL/SCI EDULE N( 2&&3/ ?)6 60/ TOEADMESS: 72 %'f f I)LArvj] L.0aP, Oil i2%3oNDALE _ co. 7?J G23 1 LOT NO. BLOCK NO. 4-16 . p! (144.1413 / 0 SVBDIVIS 014/1IXEMPI'ION 7 ,� � (lr• 0 flf��'/� � je, �( `J pyo �2C1 SRV i+M1i Ff;Ante- Penhie 9�nR 1z H triton c! I -o o P eRa. bonca.fe, Co. 8!023 �L3-�1z-d5-• „Km.X170 - 2300 ‹ 3 CONIRACIVR Rill?tI �n�Tri AnDaF,s 813 PALmea.. AYe. GleOLWO l SPCA nGVS co. 8 tG01 �45- 5l45t ii. e.10: 4 AnCFs;18amssEsffii 1.11 A ADDRESS `V j� Pff NJ IA =NO: f 14 A S FNMC1Tt.c O SI. Ft onor 81 I 1st)commits1 $At Mir rir - 7 THE et t%"11 basemen hila *Wet; s ^� roy window 5, 9e,+ac eb c4Y 3G, 5+rncsta Ze�ker�ivr+.3eai rt. -�o Edd ac r•}+vn i eisctric, -t-i 1st , drywaa Inink - 8 - // .1..A33 OF WORM ANEW aADDMati �LiF1CA'S10Pi MOVE DREMOVE 9 OAIiAOS: N 1 w oBR!(3f.8 MUMBLE CARPoST: come =room 10 c DRIVEWAYPERI C0N92TESEWACEDL1POSALISFR'io • cam pow N VALTIAIYONo1 woo K: S ADRIS'lED VA4VATIo 1 ..�4'1 40.000 j% � V �J SPECIAL COMMONS: .. ' • A SEPARATE ELECTRICAL PERMIT COLOaATTO. THIS PERMIT BECOMES AUTHORIZED IS I+SO1 COMMENCED WORK IS SUSPENDED OR AFTERWORKIS COMMENCED. I HEREBY CERTIFY THAT KNOW TEE SAME TO BE GOVERNING nu`TYPE OF HEREIN OR NOT. THE AUTHORITY TO VIOLATE LOC • LAW REGULATING CO ill CTIfl f NOTICE IS REQUIRED AND MOST BE ISSUED BY THE STATE OF NULL AND VOID IF WORK OR. CONSTRUCTION WITHIN 180 DAYS, OR. IF CONSTRUCTION OR ABANDONED FORA PERIOD OF 180 DAYS AT ANY TIMIS. •I'HAVE READ AND EXAMINED THIS APPLICATION AND TRUE AND CORRECT. ALL PII.OVISTONS OF LAWS WORK WILL BE COMPLIED WITH WHETHER SPECIFIED GRANTING QF A PERMIT DOES NOT PRESUME TO GIVE OR CANCEL, THE PROVISIONS OF ANY OTHER STATE OR CONSTRUCTION OR THE PERFORMANCE OF 4 23 0 -• PLANCHBCKFEE: PERMIT FEE: /00. CD; 5613. AA- TWAT- FEE: DATE PERMIT' ISSUED: J y/ f,J: iJ 5 0 1 R ` - CCC: GROUP: CONST; TYPE:. QP . „�t bbGG V !` ZONING SETBACKS: , `. �� �=� 'o • :�/.Y//!!%I /T�� l 1% .,....,. -.:472E7 '- � 1) ' ISDSNo. &FEE: %mlding Dept. A r. . I, t0 - ,'i•e,' C , PP ASI' PERMISSION IS HEREBY GRANTED TO THE APPLICANT AS OWNER, CONTRACTOR AND/OR THE AGENT OF THE CONTRACTOR OR OWNER TO CONSTRUCT= STRUCTURE AS DETAILED ON PLANS ANS? SPECIFICATIONS SUBMTT-TED TO AND REVIEWED BY THE BUIi,DINGDEPARTMENT. IN CONSIDERATION OF THE ISSVANCE OFTHIS PERMIT, THE SIGNER HEREBY AGREES TO COMPLY WITEI AIL BUIIDDTO CODES AND LAND USE REGULATIONS ADOPTED BY GARFIELD COUNTY PURSUANT TO AVETIORITY GIVEN IN 30,28,201 CRS AS AMENDED. THE SIGNER FURTHER AGREES TIIAT IF TIE ABOVE SAID ORDINANCES ARE NOT FULLY COMPLIED WITH IN= LOCATION, ERE4..T1UN, CONSTRUCTION AND UsR oP THE ABOVE DESCRWED STRUCTURE, THE PERMIT MAY THEN BE REVOKED BY NOTICE FROM THE COUNITANi}THAT THEN ANI] THERE 1T SHALL BECOME NULL AND VOID: THE ISSUANCE OF A PERMIT BASED UPON PLANS, BPECIFECA'TIONS AND OTHER DATA SHALL NOT PREVENT TEE BUILDING OFFICIAL FROM THEREAFTER. REQUIIt1N9 THE CORRECTION OF ERRORS D SAID FLANS, SPECIFICATIONS AND OTHER DATA OR FRO PREVENTING BUIIDING OPERATION BEING CARRIED ON THEREUNDER WHEN DI VIOLATION OFTHIS CODE OR ANY OTHER ORDINANCE OR REGULATION OF THIS IURISDICI'ION. TEE REVIEW OF TEE SUBMITTED PLANS AND SPECIFICATIONS AND INSPECTIONS CONDUCTED THEREAFTER .DOES NOT CONSTITUTE AN ACCEPTANCE OF ANY RESPONSIBILITIES OR LIABILITIES. BY GARFIELD. COUNTY FOR ERRORS, OMVMISSIONS OR DISCREPANCIES_ THE RESPONSIBILITY FOR TEES : !ti r AND IMPLEMENTATION DURING CONSTRUCTICI' RESTS SPEeSi4ICALLY WI HIHE ARCHITECT, DESIGNER, BIRDER AND QWNER. C0148MENTS AHE INTENDED TORE 0)iiiihikPRVATIVE AND IN SUPPORT OF TAE OWNERS INTEREST, Osdo}m.od3 IHEREBY ACKNOWLEDGE THAT THAW READ AND 'UNDERSTAND TEE AGREEMENT ABOVE. The following si items are required by Garfield County for' a final inspection: 1...A final Electrical Inspection from the Colorado Statetlectrical Inspector; 2. Permanent. address assigned by Gar±ield,County•Building Department posted where readily visible from access road; 3. A finished roof, a lockable house, complete exterior siding, exterior doors and window`s installed, a tom fete kitchen with cabinets, a sink with hot & cold r nir g,water, non-absorbent kitchen floor eoyezings, counter tops and finished walls, ready•for`stove and refrigerator, all necessary plumbing; 1 4. A complete bathroom, with washbowl, tub or shower, toilet stool, hot and cold running water, non-absorbent floors and walls finished and a privacy door; 5. All steps outside or inside over three (3) steps must have handrails, guard rails on balconies or decks over 30" High constructed to all 1997 UBC requirements; 1 6. Outside grading done to where water will detour away from the building; 7. Exceptions to the outside steps, decks and grading may be made upon the demonstration of extenuating circumstances, i.e. weather, but a Certificate of Occupancy will not be issued until all the required items are completed and a final inspection made. A CERTIFICATE OF OCCUPANCY WILL NOT BE ISSUED UNTIL ALL THE ABOVE ITEMS HAVE BEEN'COMPLETED. ****CANNOT OCCUPY OR USE DWELLING UNTIL A CERTIFICATE OF OCCUPANCY (C.O.) IS ISSUED. OCCUPANCY OR USE OF DWELLING WITHOUT A C.O. WILL BE CONSIDERED AN ILLEGAL OCCUPANCY AND MAY BE GROUNDS FOR VACATING PREMISES UNTIL ABOVE CONDITIONS ARE MET; ' I understand and agree to abide by the above conditions for occupant , use and the' issuance ofa Certificate of Odcupancy for the dwelling under building permit #J3 . Signature Date Bpcont482002 if/Zq AL?, 1 NAN REVIEW CHECKLIST App1icantd)).4 Tzftpitt. Date 05 Building f46(tagineered Foundation- ' / Driveway Permit J.R._Surveyed Site Plan /4.A Septic Permit and Setbacks - tGrade/Topography 30% t ---</Attach Residential. Plan Review List •—nirnuni Application Questionnaire ,-----Subdivision. Plat Notes )414iire Department Review ----Valuation Determination/Fees Red Line Plans/Stamps/Sticker L Attach Conditions -----Xpplication Signed "--<,an Reviewer To Sign Application -arcel/Schedule No. •464(0# Snowload Letter- Manf. ans. _GENERALLNOa.$1_, —7—, hig4.#11,014 4 2 8= 44'72 Lur. C4/3, UT Planning/Zoning ,Propert? Line Setbacks 30ft Stream Setbacks Flood Plain Building Height Zoning Sign -off Road Impact Fees HOA/DRC Approval GradeiropOgraphy 40% Planning Issues Subdivision Plat Notes orsido.rwilbabr.lftweaPAUWQmacia, 1 , , 5 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 decks, balcony, steps, hand rails and guard rails, windows and doors, including the finish grade line. 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. 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, an 80 M.P.H. windshear, wind exposure B, windload of 15 pounds per square foot, 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 1997 UBC, UMC and 1997 UPC. 1. Is a site plan included that identifies the location of the proposed structure or addition and distances to the property lines from each corner of the proposed structure(s) prepared by a licensed surveyor 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. Yes dvbR - ))wear war) waved a/Rd_ Gz: % in 1999. THE Scot e. f af'ff a wo2,� 14 fa complek 111 w45 ad' Comp/&d 1h itdenseRt 2. D"o es the site plan also include any other buildings on theproperty,setback easements and utility easements? Yes /p 3. oes the sitelan include when applicable the location of the I.S D(Individual p pp .S . Sewage Disposal System) and the distances to the property lines, wells (on subject property and adjacent properties), streams or water courses? es iv/4 4. Does the site plan indicate the location and direction of the County or private road accessing the property? es N/4 5. Do the plans include a foundation plan indicating the size, location and spacing of all reinforcing steel in accordance with the uniform building code or per stamped engineered design? Yes pb 2 6. Do the plans indicate the location and size of ventilation openings for under floor crawl spaces and the clearances required between wood and earth? Yes (c, ty ktext / 9?? 7. Do the plans indicate the size and location of ventilation openings for the attic, roof joist spaces's and soffits? Yes N flq 8. 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 9. Does the plan include a building section drawing indicating foundation, wall, floor, and roof \9' construction? Yes ✓ -favno eWein Does the building section drawing include size and spacing of floor joists, wall studs, ceiling joists, roof rafters or joists or trusses? Yes ✓ Does the building section drawing or other detail include the method of positive connection of all columns and beams? Yes (low/JAZ& cu, r99? Does the plan indicate the height of the building or proposed addition from the highest point of the building or addition measured at mid span between the ridge and the cave down to existing (undisturbed) grade contours? Yes )/A Does the plan include any stove or zero clearance fireplace planned for installation including make and model and Colorado Phase 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 Uniform Building Code Chapter 37? Yes No 4/ 15T) 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 Uniform Building Code? Yes No StAinaAlak,L. aff-r ved Gu- I R9q 3 16� Does the plan include a window schedule or other verification that windows provide natural light and ventilation for all habitable rooms? Yes ✓ Mg, 7 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 areas? Yes /elg7 No 181 Is the location of all natural and liquid petroleum gas furnaces, boilers and water heaters indicated on the plan? Yes No /yf 19 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 covenants? Yes /q9 q No f�> Do you understand that if you belong to a homeowners association, 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? If you do not have written permission from the association, do you understand that the plan check fee will not be refunded should the architectural committee deny or reject your building plans? Yes No Will this be the only residential structure on the parcel? Yes No If no -Explain: 22. Have two (2) complete sets of construction drawings been submitted with the application? Yes 23 igrt7 Do you understand that the minimum size a home can be on a lot is a 20ft. x 20ft.? Yes No /VAL Have you designed or had this plan designed while considering building and other construction c e requirements? Yes No Does the plan accurately indicate what you intend to construct and what will receive a final inspection by thy -Garfield County Building Department? Yes No 4 Do you understand that approval for design and/or construction changes are required prior to the application of these changes? Yes No 27% 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 ✓ No 28.') Are you aware that twenty-four (24) hour notice is required for all inspections? Inspections will be made from Battlement Mesa to West Glenwood in the mornings and from Glenwood Springs to Carbondale in the afternoons. All inspections must be called in by 3:30 p.m. the day before. Failure to give twenty-four (24) hour notice for inspections will delay your inspection one (1) day. Inspections are to be called in to 384-5003. / Yes C/ No 2q Are you aware that you are required to call for all inspections required under the Uniform Building Code including approval on a final inspection prior to receiving a Certificate of Occupancy ar�d occupancy of the building? Yes ✓ No 3 Q. Are you aware that the person signing the Permit Application, whether the "Owner", "Agent \V of the Owner", "General Contractor", "Contractor" or otherwise, is the party responsible for the project complying with the Uniform Building Code? Yes ✓ No 31 Are you aware that prior to issuance of a building permit 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 ✓ No 32% 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 iin of applicable inspection. Yes e/ No 5 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 issuance of a building permit? Your attention in this is appreciated. Yes t.7 No 1 hereby acknowledge that 1 have read, understand and answered these questions to the best of my ability. A ,1) Signature Phone: 97o- 92.(1,- 2!J' 0 0 _(days) Date '-1/23103 q?0- 9 to3-32.oS (evenings) Project Name: 11! E t"'E tK6 4Sre.n Oen Project Address: 0b72. M i`d 16 n c] Loo CAR -bar -7d , Co. €1(923 Notes: If you have answered "No" on any of the questions, you may be required to provide this information at the request of the Building Official prior to beginning the plan review process. Delays in issuing the permit are to be expected. Work may not proceed without the issuance of a permit. If it is detemlined by the Building Official that additional information is necessary to review the application and plans to determine 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 information 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 08/2002 6 April 11, 2003 Irvin, Ben & Pennie, Frank P. O. Box 773 Vail, CO 81658 Dear Mr. Irvin and Mr. Pennie, Garfield County BUILDING & PLANNING DEPARTMENT Code Compliance Office shackettAgarfield-county.com This office has been notified, by the Colorado State Electrical Board inspector, that remodel work has been done to convert an unfinished basement to habitable space at property owned by you at 0072 Midland Loop, Aspen Glen, in unincorporated Garfield County. There is no record of a building permit having been issued for this work. Please be advised that it is a violation of Colorado Revised Statutes 30-28-205 & 210, Uniform Building Code, to remodel and change the use of a dwelling without a permit. You are hereby given notice, pursuant to the above statutes, that you must completely correct the violations within thirty (30) days of the date this notice is received. Please be advised that violation of the above statutes is a misdemeanor crime punishable by a fine of not more than $100.00 or imprisonment for not more than ten days, or both, and that each day that the violation continues is deemed to be a separate offense. If you have any questions regarding what actions are required to achieve compliance, or you wish to report compliance action taken, please contact this office in writing at the address below, or by e-mail at the address above. Sincerely, Steve Hackett Compliance Officer 4003 - ceate4 g. P. b. 108 8th Street, Suite 201, Glenwood Springs, Colorado 81601 (970) 945-8212 (970) 285-7972 Fax: (970) 34-3470 32' 3' c IT ASPEN GLEN JNTY,COLORADO • O 11 k R o l'J BEST COP mzo �Q*m D' c z> vzl^ v tn8 N�(k 'ar > - • -r,ko o ▪ M2.11 m OZr n o L i1 m 0 n m 0 0 BEST COP lkd 70 V Tit F 0 4 rh n r N-1 `-1 r0 • < • rn rn RiXa D02, r rmmyT ✓ 0 rn 3, MIN. i s. J . NSD GARFIELD CO1 TY MILDe � AAR • , �.: FAD COFY WanCTIOV4WVW ., MIME Ov Ien (13°" BEST COPY r'D 'PE! OFG 1 NOMMOMPIONAW N OTE: 1. PROVIDE EGRESS & AT WINDOWS. WINDOY FRAME SIZE. ADD 1 / 2. DIMENSIONS ARE T+ AT WINDOW OPENINGS. INSPECTION WILL NOT BE MADE UNLESS THIS CARD IS POSTED ON THE JOB 24 HOURS NOTICE REQUIRED FOR INSPECTIONS 24 HOURS NOTICE FOR INSPECTIONS BUILDING PERMIT GAREIELD COUNTY, COLORADO r,n :� 27..x, Hate Issued... . ,. ...Zoned Area Permit No.... AGREEMENT In consideration of the issuance of this permit, theapplicant 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 the zoning, Iocation, erection and construction of the above described structure, the permit may then be revoked by notice from the County Building Inspector an4IMMEDIATELY BECOME NULL t VOID. Y. I Use k k ayt.iNi71 9py�+�u a...'..,°, Address o .Legg1 Descri $: tbacks" wontSide Side Rear This Card 'Mast Be Posted So It is Plainly Visible From The Street Until Final Inspection. INSPECTION RECORD Footing ; Foundation 4 Underground Plumbing Insulation - Rough Plumbing Drywall Chimney & Vent Electric Final (by State Inspector) ,s.— Gas Piping Final - z v 3 fi Electric Rough (By State Inspector) Septic Final Framing (To include Roof in place and Windows and Doors installed). Notes: ALL LISTED ITEMS MUST BE INSPECTED AND APPROVED BEFORE COVERING - WHETHER INTERIOR OR EXTERIOR, UNDERGROUND OR ABOVE GROUND. THIS PERMIT IS NOT TRANSFERABLE Phone 384-5003 109 8th Street County Courthouse Glenwood Springs, Colorado. APP V E DDO NOT DESTROY THIS CARD Dat..• By IF PLACED OUTSIDER WITH CLEAR PLASTIC GARFIELD COUNTY BUILDING PERMIT APPLICATION Garfield County (Glenwood Springs) Colorado r< TeIeph ine: (970)945-8212 Permit #.2.7 Inspection Line: (970) 384-5003 Parcel / Schedule # —111(i227,1422— Job 1 , 7 (..•, Chi s _ (Jib 4 Address: 1:=:0.‘ 1 Lot #: Block #: Subdivi-slionlExemption: 2. Owner. 1 ill l i./ } �` i Address:Q 4 Co Ci 1l,{,i,frt, kPM1.Ph' ;;) t ;),117/' �y 1 Wk Ph: /LA fl Y6 3rI a (2�� Contractor.)/ VIZ. & Address: '} i (a4.4414„ t 3M P L €� l 1 t t i Lie # t z , 4. ArchLiedfEnginear. Address: Ph Licfk 5. Sq Ft of Building: Sq Ft of Lot Height # of Floors: 6 Use of Building: y aacj- -w,„_A4 f 7. Describe Work: 'p -51-P4- - t ol kt Li 4rtirt Gr _ / g Class of Work: ' ONew X Addition ❑�Altera tl0 Move 0 Remove 9. Garage: 0 Single r le Double Carport 0 Single 0 Double 10. 0 Driveway Permit 0 On Site Sewage Disposal (Septic) 0 Site Plan Valuation of Work $: f 95 /( ,f Adjusted Valuation $: / 25, 513 • t/ Special Conditions: NOTICE ASEPARATEELECTRICALPERMTTISRE UIREOANDMUSTBEiSSIZDBYTI-ESTATE OF COLORADO. THISPERMrTSECQhESNULLANDVOG FINORKORCCNNSTRUCTIONAIM ORIZED Is NOT COMMENCEDWIiHIN 180 DAYS, OR IF CONSTRUCTIQN CR WOfII( 18 SUSPENDED ORABANDUNEDFORAPERIOOOF180DAYSATANYTIMEAFT15WORKJ IS COMMENCED. IREREBYCERTIFY THAT IHAVE READ AND EXAMt EDTHISAPPUCATIONANDKNOW THESAMETO BETRUEAND CORRECT. ALLPROVISIDNSOF LAWS GOVERNI NGTHIS TYPE OF WORK WILL BECOMPLETEOV1THWHETHER SPECiFEDHEREIN ORNOT. THEGRANTN 1 THEPERMITDOES 1T PRESUME TO OWE AUTHORITY To VIOLATE OR cam PRS - i .-.'OF OTHERSTATEORLOCALLAW REGUU) C1 1 • . • o' -4 RILtANCEOFCONSr WCfION../ ��//�� f' ,. ���� ., d At l . ,--- V Pian Check Fel : 74 .5$ Permit Fee: 1139. 3 6- Total Fee: /�"]�]3 L .9 Date Permit issued: OCC' GIMP: R., 3 q-/ ]I j Construction Typ...• Zoning: 7 , .,, � � aF a� =rCar'lratloror � and understoodroHmaEwe I Cf 411! Ai d read Setbacks: , '! t 'Yf ,� /•: ° anufactured Home: . ,, .Dn:.. =Approval:Date wow ISOs#S1 Fee:: AGREEMENT PERMISSION IS HEREBY GRANTED TO THE APPLICANT AS OWNER, CONTRACTOR AND/OR THE AGENT OF THE CONTRACTOR CONSTRUCT THE STRUCTURE AS DETAILED ON PLANS AND SPECIFICATIONS SUBMITTED TO AND REVIEWED BY DEPARTMENT. IN CONSIDERATION OF THE ISSUANCE OF THIS PERMIT. THE SIGNER HEREBY AGREES TO COMPLY WITH ALL BUILDING USE REGULATIONS ADOPTED BY GARFIELD COUNTY PURSUANT TO AUTHORITY GIVEN IN SO28.201 CRS AS AMENDED. FURTHER AGREES THAT IF THE ABOVE SAID ORDINANCES ARE NOT FULLY COMPLIED WITH IN THE LOCATION, AND USE OF THE ABOVE DESCRIBED STRUCTURE, THE PERMIT MAY THEN BE REVOKED BY NOTICE FROM THE Arun -mono IT emu 1 norm= rat ii I 61111 Vnlrl THE ISSUANCE OF A PERMIT BASED UPON PLANS, SPECIFICATIONS AND OTHER DATA SHALL NOT PREVENT THE THEREAFTER REQUIRING THE CORRECTION QF ERRORS IN SAID PLANS, SPECIFICATIONS AND OTHER DATA OR BUILDING OPERATION BEING CARRIED ON THEREUNDER WHEN IN VIOLATION OF THIS CODE OR ANY OTHER ORDINANCE no Titre. 11 tomru `TICM THE REVIEW OF THE SUBMITTED PLANS AND SPECIFICATIONS AND INSPECTIONS CONDUCTED THEREAFTER DOES ACCEPTANCE OF ANY RESPONSIBILITIES OR LIABILITIES BY GARFIELD COUNTY FOR ERRORS, OMISSIONS OR RESPONSIBILITY FOR THESE ITEMS AND IMPLEMENTATION DURING CONSTRUCTION REST SPECIFICALLY WITH Cl111 ncn AAIn AtA,IC1 lv1.1111u1uTe ADC i r u,n=n 7A CC l.A0.1CcOVAT111G A!m 1111 01 IonrrlT AC -run A 1 1CIp0 .M1.0n00- GarforM.003 1 HEREBY ACKNOWLEDGE THAT I HAVE READ AND UNDERSTAND THE AGREEMENT ABOVE. (INITIAL) OR OWNER TO THE BUILDING CODES AND LAND THE SIGNER ERECTION, CONSTRUCTION COUNTY AND THAT THEN BUILDING OFFICIAL FROM FROM PREVENTING OR REGULATION NOT CONSTITUTE AN DISCREPANCIES. THE THE ARCHITECT. DESIGNER. �62- THE FOLLOWING ITEMS ARE REQUIRED BY GARFIELD COUNTY FOR A FINAL INSPECTION: 1.) A final Electrical Inspection from the Colorado State Electrical Inspector 2.) Permanent address assigned by Garfield County Building Department posted where readily visible from access road; 3.) A finished roof, a lockable house, complete exterior siding, exterior doors and windows installed, a complete kitchen with cabinets, a sink with hot & cold running water, nonabsorbent kitchen floor coverings, counter tops and finished walls, ready for stove and refrigerator, alt necessary plumbing; 4.) A complete bathroom, with wash bowl, tub or shower, toilet stool, hot and cold running water, non-absorbent floors and walls finished and a privacy door, 5.) All steps outside or inside over three (3) steps must have handrails, guard rails on balconies or decks over 30" high constructed to all 1994 UBC requirements; 6.) Outside grading done to where water will detour away from the building; 7.) Exceptions to the outside steps, decks and grading may be made upon the demonstration of extenuating circumstances, i.e. weather, but a Certificate of Occupancy will not be issued until all the required items are completed and a final inspection made. A CERTIFICATE OF OCCUPANCY WILL NOT BE ISSUED UNTIL ALL TIEABOVE ITEMS HAVE BEEN COMPLETED CANNOT OCCUPY OR USE DWELLING UNTIL A CERTIFICATE OF OCCUPANCY P.O.) IS ISSUED. OCCUPANCY OR USE OF DWELLING WITHOUT A C.O. WILL. BE CONSIDERED AN ILLEGAL OCCUPANCY AND MAY BE GROUNDS FOR VACATION OF PREMISES UNTIL ABOVE CONDITIONS ARE MET. I UNDERSTAND AND AGREE TO ABIDE BY THE ABOVE CONDITIONS FOR OCCUPANCY, USE AND THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY FOR THE DWELLING UNDER BUILDING PERMIT # Signature: /11 ///'"( Date: (l-"3 VALUATION/FEE DETERMINATION Applicant X.)44/ - Address .) -Address ° 02 J C f 1 n 6 Date5'4 •� Finished (Livable Area): Main Upper Lower Other Total Square Feet 7 29 3 4 9 Valuation • Basement: Unfinished Conversion of Unfinished to Finished Plan Check Fee for Conversion Valuation Subdivision Lot/Block Contractor Ow W,30)• 968 5' 31,110 Gaiage: Crawl Space: Valuation A Valuation 712.2 Decks/Patios: Covered Valuation 17$ w 2 c/ Open Valuation ) 2d Total Valuation lZ c593.ca Building Permit Fee / 139 . Plan .Review Fee 7dO 5-8 Total BP & PR / 877, `73 45 Art S zoo A724 Applicant PLAN REVIEW CIIECKLI T �`- Date 6:4 6 3 �/ Building �' Engineered Foundation Al, 4, Driveway Permit OPP tlir: f ol p .< urveyed Site Plan A eptic Permit and Setbacks &Ora. `''Grade/Topography 30% Attach Residential. Plan Review List Dv �umicaton Qu e s tionnaire t°l .SMubndivisionApplPlat Note Mit.Fire Department Review Valuation Determination/Fees Reel Line Plans/Sups/Sticker M. I¢ Attach Conditions plication Signed Reviewer To Sign. Application �Pareel/Schedule No. A1L. 40# Snowload Letter- Manf. Hms, GENERAL NOTES: Planning/Zoning .Property Line Setbacks 30ft Stream Setbacks Flood Plain Building Height Zoning Sign -off Road Impact Fees HOA/DRC Approval Grade/Topography 40% Planning Issues Subdivision Plat Notes APR. 15. 2003 11:55AM PITKIN COUNTY TITLE PITKIN EXCHANGE HOLDINGS OF ASPEN, LLC 601 E. HOPKINS, THIRD FLOOR ASPEN, COLORADO 81611 (970)925-1902 — FAX (970)925-6527 e-mail: Joy.higens©starband.net April 15, 2003 TQ Whom It May Concern: RE, JAMES E. WHITE 0281 COUNTY ROAD 105, CARBONDALE, CO 81 623 NO. 0192 P. 1/1 This letter authorizes James E. White to remodel the above property. Please let me know if you have any questions. Cordially, P, Joy Higens, P r - dent Pitk change •., Manager of Pitkin Exchange • dings of Aspen, LLC 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, an 80 M.P.H. windshear, wind exposure B, windload of 15 pounds per square foot, 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 1997 UBC, UMC and 1997 UPC. 1. Is a site plap 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 licensed surveyor and has the surveyors signature and professional stamp on the drawing? Properties with slopes of 40% or greater must be shown on the site plan. Yes _ 2. Does the site plan also include any other buildings on the property, setback easements and utility a se ents? Yes 3. Does the site plan include when applicable the location of the €.S.D.S. (Individual Sewage Disposal System) and the distances to the property lines, wells (on subject property and adjac nt properties), streams or water courses? YesT 4. Does the site plan indicate the location and direction of the County or private road accessing the property?_ Yes_ 5. Do the plans include a foundation plan indicating the size, location and spacing of all reinforcing steel in accordance with the uniform building code or per stamped engineered design? Yes 6. Do the plans indicate the location and size of ventilation openings for under floor crawl spaces nd the clearances required between wood and earth? Yes 7. Do the plans indicate the size and location of ventilation openings for the attic, roof joist spacesnd soffits? Yes 8. Do the plans include design Toads 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 {evel), floor loads apd,wind loads? Yes V _-_- 2 '4 9. Does the plan include a building section drawing indicating foundation, wall, floor, and roof constructioi?/ Yes 10. Does the building section drawing include size and spacing of floor joists, wall studs, ceiling joists, roo¢ afters or joists or trusses? Yes 11. Does the building section drawing or other detail include the method of positive connection of all colul-nns and beams? Yes �1 12. Does the plan indicate the height of the building or proposed addition from the highest point of the building or addition measured at mid span between the ridge and the eave down to existing (undisturbed) grade contours? Yes 13. Does the plan include any stove or zero clearance fireplace planned for installation including make a d model and Colorado Phase II certifications or phase II EPA certification? Yes No 14. Does the plan include a masonry fireplace including a fireplace section indicating design to comp! th the Uniform Building Code Chapter 37? Yes No 15. 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 Uniform Buildi Code? Yes No 16. Does the plan include a window schedule or other verification that windows provide natural Tight and, Ventilation for all habitable rooms? Yes 2 No 17. 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 enclos es and specify safety glazing for these areas? Yes No 18. Is the location of all natural and liquid petroleum gas furnaces, boilers and water heaters indicatedon the plan? Yes A No 19. 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 .v-nants? Yes No NO q-{oKtcwv1.! A‹,) 20. Do you understand that if you belong to a homeowners association, 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? If you do not have written permission from the association, da you understand that the plan check fee will not be refunded should the architectural committee deny or reject your building plans? Yes ;<. No 21. Will this pe the only residential structure on the parcel? Yes `� No If no -Explain: 22. Have two (2) complete sets of construction drawings been submitted with the application? Yes 23. Do you understand that the minimum size a home can be on a lot is a 20ft. x 20ft.? Yes )<' No 24. Have you designed or had this plan designed while considering building and other Construction code requirements? Yes No 25. Does the plan accurately indicate what you intend to construct and what will receive a final inspectio y the Garfield County Building Department? Yes No 26. Do you understand that approval for design and/or construction changes are required prior to the appIjcation of these changes? Yes )< No 27. 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 No 28. Are you aware that twenty-four (24) hour notice is required for all inspections? Inspections will be made from Battlement Mesa to West Glenwood in the mornings and from Glenwood Springs to Carbondale in the afternoon. Morning inspections must be called in by 12:00 p.m. the day before; afternoon inspections must be called in by 4:00 p.m. the day before. Failure to give twenty-four (24) hour notice for inspections will delay your inspection one (1) day. Inspections are to be called in to 384-500 . Yes No 29. Are you aware that you are required to call for all inspections required under the Uniform Building Code including approval on a final inspection prior to receiving a Certificate of Occupa�9y and occupancy of the building? Yes X No 30. Are you aware that the person signing the Permit Application, whether the "Owner", "Agent 4 of the Owner", "General Contractor", "Contractor" or otherwise, is the party responsible for the project complying with the Uniform Building Code? Yes X No 31. Are you aware that prior to issuance of a building permit you are required to show proof of a driveway access permit or obtain a statement from the Garfield County Road & Bridge ! Sheet 1 of 23 Structural Calculations for White's Residence Addition Missouri Heights Garfield County, CO Date: April 20, 2003 • CTS Engineering, P.C. • Joseph D. Crilly P.E. • 1809 South 900 West. • Salt Lake City, UT 84104 • (801) 972- 1899 • CO. License # 34854 • Design Criteria: • 1997 UBC. • Snow Toad 54 psf (Roof) • Wind 80 mph Exp C } r Page 2 of 23 TABLE OF CONTENTS Design Summary: The new addition is a wood framed structure supported on concrete foundation walls. Snow and other gravity loads are carried by roof trusses and beams the wood framed bearing walls. Lateral loads are resolved using wood shearwalls. Where required hold downs are provided to anchor the wood shear walls. . 1. Design Criteria 1.1 Live Loads 3 1.2 Dead Loads 4 1.3 Material Properties 5 2. Gravity Loads 2.1 Roof Loads 6 2.2 Beams and framing 7-12 2.3 Garage steel beam 12-13 2.4 Deck Framing 14 2.5 Garage Door Beam 15 2.6 Spot Footing Design 16-17 2.7 BCI Floor framing 18-21 3.0 Lateral Wind loads 22-23 ' CTS Engineering, P.C. Project: Engineer: Date: , " White Residence Renovation and Addition J Crilly 4/20/2003 Sheet -3 of le. -3 Building Code: County: Design Loads: Elevation: Floor live load: Wind Loads::;. Wind uplift Toad: Seismic Loads: Zone: Building Code: UBC 1997 Roof minimum live load: W/ inc. for gable roof: UBC 1997 Garfeild 13.0 Allowable soil bearing capacity : Minimum Footing Depth: Roof Dead Load Architectural shingle 518" sheathing Framing @ 24"O.C. 112" Gyp Board.. under framing lights & misc. ft ;psf. MPH Exp: 42 psf. Reduced for slope 53 psf. Roof Dead Load 12 psf. Roof Dead Load w/ snow for seismic load. Exterior wall dead loads: Without stone Siding & Dryvit 7116" sheathing wood studs insulation gyp 112" 17 Wall DL 11.5 Floor Dead Load. Carpet or hard wood 3. 1 1/2" of light wieght. 13.75 314" T & G Plywood 2,3 Floor Framing. 4 mech 1.5 Lights and misc. 1,6 psf. With stone Siding & l7ryvif:.:: 7/16" sheathing° wood studs insulation gyp 1/2" 1.6 2.5 Wall DL 44.5 Total Floor D.L.= 26.1 psf. Deck Dead Load Covering 314"T&G Plywood Floor Framing. mech Lights and misc. Total Floor D.L.= 20.0 psf. 40-2.3 Lumber Grade and Species available: Laminated members. Glu - Lam Beams Species: Fb= DF/DF 2400 psi Fv= 165 psi E= 1,600,000 LVL 1.8 E DF. Flo- 2600 psi Fv= 285 psi E= 1,800,000 Para Lam Fb= 2900 psi Fv= 290 psi E= 2,000,000 Lumber 2" to 4" thick DF Larch Not Fb= 900 psi Fv= 95 psi E= 1,600,000 DFL No 1 & Btr Fb= 1200 psi Fv= 95 psi E= 1,900,000 DFL Select Structura Fb= 1500 psi Fv= 95 psi E= 1,900,000 timbers 5x5 and larger DF Select structural Fb= 1600 psi Fv= 85 psi E= 1,600,000 Lumber Grade and Species: All Lumber shall be Doug Fir Larch #2 or better: Dimensional Lumber Design Properties. size Shear moment deft. 2 x 6 523 737 3.33E+07 2 x 8 689 1183 7.62E+07 2 x 10 879 1765 1.58E+08 2 x 12 1069 2373 2.85E+08 TJI design properties: Size Shear Moment El = TJ11Pro 150 9 1/2 Max Shr= 1120 Max Mom.= 2730 El = 1.61E+08 TJI/Pro 150 11 718 Max Shr= 1420 Max Mom.= 3620 El = 2.76E+08 TJI/Pro 250 9 112 Max Shr= 1120 Max Mom.= 3210 El = 1.85E+08 TJI/Pro 250 11 7/8 Max Shr= 1420 Max Mom.= 4260 El = 3.19E+08 TJI/Pro 250 14 Max Shr= 1710 Max Mom.= 5210 El = 4.74E+08 Cancrete: Strength : 2500 psi Reinforcilig grade: 60 Strength : 60000 psi Size: Area #3 0.11 #4 0.2 #5 0.31 Structural Steel Fy = ii;50 .1 .: ksi ASTM A992 for WF shapes FY ; ' ;6;.;?; ksi ASTM A500 for tube shapes E = 000;::. ksi County K= Altitude = Pf— Pg= Ws= Pslope= Roof Framing Main Roof Sheathing 1ST spg. Snow Loads Garfeild 4.0 7.20 in thousand feet 2.0 27.0 77.3 psf 5.4 PSF. roof snow load for seismic events. 42.4 PSF in. 0. C. Roof Slope Factor= 1.2 in deg = 33.7 Rs=S/40-1/2 0,9 UBC 1605.4, Red. in PSF per degree of pitch over 20 deg. S— 54.1 Total snow load in psf. Pslope= Pf-Rs x (Roof slope-20deg.) 42.4 psf. Cs=1-((a-20)/40)*((Pf 20)/Pf) 37-2E of App Chapterl6 UBC, for Pg > 100 PSF. 1.00 adj factor for Pf a= 33.7 roof slope in degrees Pf x Cs= 54.1 psf. Cd = 100 Load duration for roof framing members DL = LL TL 12.0 53.0 65.0 with 25% inc. for gable roof psf For Roof Sheathing Use 1/2" (40/20) Plywood APA rated Exp. 1, face grain perpendicular to supports. GDFR 130PSF. Limited by L/180 Q 24 " span. For Roof Sheathing Use 3/4" (48/24) Plywood APA rated Exp. 1, face grain perpendicular to supports. GDFR 280PSF. Limited by L/180 @ 20 'span. County Pf hg= Ws= Pslope= 54.1 PSF 54:1 psf ft. 6.8 PSF. roof snow load for seismic events. CTS Engineering, P.C. Proj2ct: Engineer: Date: r i White Residence Renovation and Addition 1 Crilly 4/20/2003 Sheet [0 of 43 County K= Altitude = Pf— Pg= Ws= Pslope= Roof Framing Main Roof Sheathing 1ST spg. Snow Loads Garfeild 4.0 7.20 in thousand feet 2.0 27.0 77.3 psf 5.4 PSF. roof snow load for seismic events. 42.4 PSF in. 0. C. Roof Slope Factor= 1.2 in deg = 33.7 Rs=S/40-1/2 0,9 UBC 1605.4, Red. in PSF per degree of pitch over 20 deg. S— 54.1 Total snow load in psf. Pslope= Pf-Rs x (Roof slope-20deg.) 42.4 psf. Cs=1-((a-20)/40)*((Pf 20)/Pf) 37-2E of App Chapterl6 UBC, for Pg > 100 PSF. 1.00 adj factor for Pf a= 33.7 roof slope in degrees Pf x Cs= 54.1 psf. Cd = 100 Load duration for roof framing members DL = LL TL 12.0 53.0 65.0 with 25% inc. for gable roof psf For Roof Sheathing Use 1/2" (40/20) Plywood APA rated Exp. 1, face grain perpendicular to supports. GDFR 130PSF. Limited by L/180 Q 24 " span. For Roof Sheathing Use 3/4" (48/24) Plywood APA rated Exp. 1, face grain perpendicular to supports. GDFR 280PSF. Limited by L/180 @ 20 'span. County Pf hg= Ws= Pslope= 54.1 PSF 54:1 psf ft. 6.8 PSF. roof snow load for seismic events. Roof Framing Shed Sheathing JST spg. Rs=S/40-1/ 2 0.9 54.1 Pslope= Pf-Rs x (Roof slope-20deg.) Cs=1-((a-20)/40)*((Pf-20)/Pf) 1.00 a= 18.4 Pf x Cs= Cd = DL = LL TL in. 0. C. Roof Slope in h Factor= 1.1 UBC 1605.4, Red. in PSF per degree of pitch over 20 deg. Total snow load in psf. 54.1 psf. 37-2E of App Chapterl6 UBC, for Pg > 100 PSF. adj factor for Pf roof slope in degrees in deg = 18.4 54.1 psf. Load duration for roof framing members 12.0 67.6 with 25% inc. for gable roof 79.6 psf For Roof Sheathing Use 5/8" (40/20) Plywood APA rated Exp. 1, face grain perpendicular to supports. GDFR 130PSF. Limited by L/180 @ 24 " span. Roof framing: Entry, no drift Span = Roof Trib width Wdl = Wll WTL= M max Vmax 2 x 10 Allowable Moment Allowable Shear = Total Deflection = 28.8 106.0 134.8 2.43 0.72 1.835 0.914 0.40 ft. ft plf. plf plf ft. *kips kips ft x kips kips inches Cd= 1.00 Cr= , 1.04 L /240 = 0.60 CTS Engineering, P.C. Project: Engineer: Date: .. I. White Residence Renovation and Addition J Crilly 4/20/2003 Sheet 7 of .3 Roof Framing Shed Sheathing JST spg. Rs=S/40-1/ 2 0.9 54.1 Pslope= Pf-Rs x (Roof slope-20deg.) Cs=1-((a-20)/40)*((Pf-20)/Pf) 1.00 a= 18.4 Pf x Cs= Cd = DL = LL TL in. 0. C. Roof Slope in h Factor= 1.1 UBC 1605.4, Red. in PSF per degree of pitch over 20 deg. Total snow load in psf. 54.1 psf. 37-2E of App Chapterl6 UBC, for Pg > 100 PSF. adj factor for Pf roof slope in degrees in deg = 18.4 54.1 psf. Load duration for roof framing members 12.0 67.6 with 25% inc. for gable roof 79.6 psf For Roof Sheathing Use 5/8" (40/20) Plywood APA rated Exp. 1, face grain perpendicular to supports. GDFR 130PSF. Limited by L/180 @ 24 " span. Roof framing: Entry, no drift Span = Roof Trib width Wdl = Wll WTL= M max Vmax 2 x 10 Allowable Moment Allowable Shear = Total Deflection = 28.8 106.0 134.8 2.43 0.72 1.835 0.914 0.40 ft. ft plf. plf plf ft. *kips kips ft x kips kips inches Cd= 1.00 Cr= , 1.04 L /240 = 0.60 CTS Engineering, P.C. Project: , Engineer: Date: White Residence Renovation and Addition J Crilly 4/20/2003 Sheet g of 2 Roof framing: Porch low slope, no drift Span = Roof Trib width ''_. <,':a=:'><<: ft Wdl = 28.8 plf. W11= 106.0 plf W TL — 134.8 plf M max= 0.83 ft. * kips Vmax = 0.38 kips 2x8 Allowable Moment = 1.230 ft x kips Cd= 1:00 Allowable Shear = 0.716 kips Cr= " 0 Total Deflection = 0.10 inches L /240 = 0.35 verify shear at notch depth of notch — 1.5 in de = 5.75 in d = 7.25 in b= 1.5 in fv = 83.78 psi Span = Uniform Loads Trib width =i wdl = w LL = wTL= W= Ridge Beam Entry ft. M max= Vmax R max = 462.6 6.0 9.8 2.5 3.0 ft. plf plf plf kips. ft. * kips kips kips Beam Size= (2) 1 314" x 11 7/8" b= Cv= Cd= . Fb= F'b= fb= in. S = 82.3 in. 1 = 488.4 in ^4 1.000 volume factor UBC 2312.4.5 psi Fv= 2600.0 psi F'v= E_• fv= 1425.5 psi. 285.0 92.0 in A3 A = 41.6 k= 1.0 x=y=z= 10.0 psi L /360 (in) = 0.43 psi L /240 (in) _ 0.65 :010 deli t1 sfxecs defitl= 0.34 Beam # Use a (2) 1 314" x 11 718" LVL Porch Beam Span = -..... .. ft. Uniform Loads Trib width =.:::;': ;45:=':;. ft. wd1 y .... <4.0:;<_, : ; pif w LL =04 plf w TL = 358.2 plf W= 3.2 kips. M max= 3.6 ft. * kips Vmax 1.3 kips R max = 1.6 kips Beam Size= 4x10 b= 3.5 in. S = 52.6 d= 9.50 in. 1= 250.1 in A4 Cv= 1.000 volume factor UBC 2312.4.5 iCd= 1.00 Fb= 1200.0 F'b= 1200.0 826.7 psi Fv= psi F'v= E_ fv! psi. 95.0,. 95.0 1,900;000 59.9 in ^3 A = 33.3 k= 1.0 x=y=z= 10.0 psi L 1360 (in) = 0.30 psi L /240 (in) = 0.45 westernspecies deft tl = 0.11 Beam # Use a 4x10 DFL No 1 CTS Engineering, P.C. Project: Engineer: Date: i White Residence Renovation and Addition J Crilly 4/20/2003 Sheet q' of 43 Span = Uniform Loads Trib width =i wdl = w LL = wTL= W= Ridge Beam Entry ft. M max= Vmax R max = 462.6 6.0 9.8 2.5 3.0 ft. plf plf plf kips. ft. * kips kips kips Beam Size= (2) 1 314" x 11 7/8" b= Cv= Cd= . Fb= F'b= fb= in. S = 82.3 in. 1 = 488.4 in ^4 1.000 volume factor UBC 2312.4.5 psi Fv= 2600.0 psi F'v= E_• fv= 1425.5 psi. 285.0 92.0 in A3 A = 41.6 k= 1.0 x=y=z= 10.0 psi L /360 (in) = 0.43 psi L /240 (in) _ 0.65 :010 deli t1 sfxecs defitl= 0.34 Beam # Use a (2) 1 314" x 11 718" LVL Porch Beam Span = -..... .. ft. Uniform Loads Trib width =.:::;': ;45:=':;. ft. wd1 y .... <4.0:;<_, : ; pif w LL =04 plf w TL = 358.2 plf W= 3.2 kips. M max= 3.6 ft. * kips Vmax 1.3 kips R max = 1.6 kips Beam Size= 4x10 b= 3.5 in. S = 52.6 d= 9.50 in. 1= 250.1 in A4 Cv= 1.000 volume factor UBC 2312.4.5 iCd= 1.00 Fb= 1200.0 F'b= 1200.0 826.7 psi Fv= psi F'v= E_ fv! psi. 95.0,. 95.0 1,900;000 59.9 in ^3 A = 33.3 k= 1.0 x=y=z= 10.0 psi L 1360 (in) = 0.30 psi L /240 (in) = 0.45 westernspecies deft tl = 0.11 Beam # Use a 4x10 DFL No 1 CTS Engineering, P.C. Project: Engineer: Date: White Residence Renovation and Addition 1 Crilty 4/20/2003 Sheet 1'0 of Z.3 Window Beam great room roof Span = Uniform Loads Trib width = ::':'t;EO.-:>:;' ft. wdl = '': 9 Q > plf wLL= ,t 8t` =e pkf w TL = 1273.6 pif W= 11.5 kips. M max= 12.9 ft. * kips Vmax = 4.5 kips R max = 5.7 kips Beam Size= (3) 1 3/4" x 11 7/8 b= d= Cv= Cd= Fb= F'b= fb= in. S = 123.4 in ^3 A = 62.3 in. I = 732.6 in ^4 1.000 volume factor UBC 2312.4.5 26f10 psi Fv= 2600 psi F'v= E=.. fv= 1254.1 psi. 2854 285.0 107.6 k= 1.0 x=y=z= 10.0 psi L /360 (in) = 0.30 psi L /240 (in) = 0.45 testern spec: deft tl = 0.14 Beam # Use a (3) 1 314" x 11 7/8 LVL Window Beam supporting N -S Truss framing Span = _: Uniform Loads Trib width = wdl wLL= wTL = W= Beam Size= M max= Vmax = Rmax = ft. pif 9 5;:< pif pif kips. ft. * kips kips kips 731.5 5.1 4.5 2.0 2.6 (3)2x10 b= 4,5 in. S = 64.2 in ^3 A = 41.6 d= 9[25" in. I = 296.8 in ^4 Cv= 1.000 volume factor UBC 2312.4.5 k= 1.0 Cd= 1,00 x=y=z= 10.0 Fb= 900 psi Fv= 95.0 psi L 1360 (in) = 0.23 F'b= 900 psi F'v= 95.0 psi L /240 (in) = 0.35 E_ = 474,000,000 western species. fb= 837.8 psi. fv= 71.9 dell II = 0.00 Beam# Usea (3)2x10 DFLNo2 Maser Bedroom Framing: Span Roof Trib width Wdl W11 = WTI.g M max= Vrnax 28.8 106.0 134.8 3.79 0.92 ft. ft plf. plf plf ft.'" kips kips TJI/Pro 150 11 7/8 Allo ble Moment g 3.765 ft x kips 1 Cd— 1.00 Allowable Shear = 1.108 kips Cr— Total Deflection = 0.56 inches L /240 = 0.75 Ridge Beam new addition Span = ft. Uniform Loads Trib width = : ft. wd1 78t7 © plf w LL :>:,4, f plf w TL = 1194.0 plf W= 21.5 kips. M max= 48.4 ft. * kips Vmax = 9.2 kips R max = 10.7 kips Beam Size= (3)1314"x16 b= .. :'S 3 in. S = 224.0 d= 1;6 00 in. I = 1792.0 CIF= 1.002 volume factor UBC 2312.4.5 Cd= Fb= 2600 psi F'b= 2606 psi fb= 2590.6 psi. Fv= F'v= E= fv= 285 0 285.0 ,800 000 163.5 in ^3 A = 84.0 in A4 k= 1.0 x=y=z= 10.0 psi L 1360 (in) = 0.60 psi L /240 (in) = 0.90 .western s reties defl #1= 0.87 Beam # Use a (3) 1 314" x 16 LVL CTS Engineering, P.C. Projtct: Engineer: Date: c I White Residence Renovation and Addition j Crilly 4/20/2003 Sheet i l of 3,3 Maser Bedroom Framing: Span Roof Trib width Wdl W11 = WTI.g M max= Vrnax 28.8 106.0 134.8 3.79 0.92 ft. ft plf. plf plf ft.'" kips kips TJI/Pro 150 11 7/8 Allo ble Moment g 3.765 ft x kips 1 Cd— 1.00 Allowable Shear = 1.108 kips Cr— Total Deflection = 0.56 inches L /240 = 0.75 Ridge Beam new addition Span = ft. Uniform Loads Trib width = : ft. wd1 78t7 © plf w LL :>:,4, f plf w TL = 1194.0 plf W= 21.5 kips. M max= 48.4 ft. * kips Vmax = 9.2 kips R max = 10.7 kips Beam Size= (3)1314"x16 b= .. :'S 3 in. S = 224.0 d= 1;6 00 in. I = 1792.0 CIF= 1.002 volume factor UBC 2312.4.5 Cd= Fb= 2600 psi F'b= 2606 psi fb= 2590.6 psi. Fv= F'v= E= fv= 285 0 285.0 ,800 000 163.5 in ^3 A = 84.0 in A4 k= 1.0 x=y=z= 10.0 psi L 1360 (in) = 0.60 psi L /240 (in) = 0.90 .western s reties defl #1= 0.87 Beam # Use a (3) 1 314" x 16 LVL CTS Engineering, P.C. Project: Engineer: Date: White Residence Renovation and Addition J Crilly m 4/20/2003 Sheet / 1- of 7 Floor Beam New Addition West End Span = Uniform Loads Trib width = <>'; ft. wdl = t::".95 :;::;`;::pif wLL=.' w TL = 1202.7 pif W= 14.4 kips. M max= 21.6 ft. * kips Vmax = 5.6 kips R max = 7.2 kips Beam Size= (3) 1 3/4" x 16 b= in. S = 149.3 d=:.. -i.6 00 in. 1= 1194.7 Cv= 1.044 vols e factor UBC 2312.4.5 Cd= 1 d. Fb= 2600 F'b= 2714 in A4 in ^3 A = 56.0 k= 1.0 x=y=z= 10.0 psi Fv= 286 0 psi L /360 (in) = 0.40 psi F'v= 285.0 psi L /240 (in) = 0.60 E= 1:.,800,000 westerrx sp cies fb= 1739.6 fv= 150.3 defl tl = 0.26 psi. Beam # Use a (3) 1 3/4" x 16 LVL Deck Beam Over Garage Span = Uniform Loads Trib width =!`>>':1:1>6":< ft. Uniform Loads Trib width roof = wdl Deck = pif w Deck LL = :.'s98,.' >°'';': plf wdl roof °e120. w LL roof = w TL = 1780.8 plf W= 20.2 kips. M max= 28.6 ft. * kips Vmax = 10.1 kips R max = 10.1 kips CTS Engineering, P.C. Project: Engineer: Date: White Residence Renovation and Addition J Crilly 4/20/2003 Sheet 15 of 2.3 WF10x19 beam bf = 4" S = 18.8 in^3 I = 96.0 inA4 fb= 18.2 ksi Fb= 33.3 ksi Defl = 0.24 in 1/240 = 0.58 in TS 4 x 4 x 1/4" col Cap = 55.0 kips @ 12 feet Toad = 20.2 kips Beam design for living room cantilever V= S = 192.2 inA3 width b= €12 :. ..' inches depth d='<DaF'`< inches fb = 2098.0 psi <ftxkips kips fv = 173.7 psi Verify Allowable Bending Stress Volume Factor Fb E= .............. Cv 0.983 KI 1.0 L = 20.0 ft Stability Factor Iu = 54.0 in lu /d = 3.6 le= 101.0 in Rb = 7.6 Ey = 1600000 psi Fbe = 16,897 psi KbE = 0.609 psi F*b = 2400.0 psi Fbe /F*b = 7.0 (1 + FbE/Fb)/1.9 = 4.2 CL= 0.992 Fb' = 2,359 Fb' (CL) = 2,380 CTS Engineering, P.C. Project: Engineer: Date: White Residence Renovation and Addition J Crilly 4/20/2003 Sheet /4 of .z. Deck Framing ft. Span = Trib width : `=.:> ? ft Wd1= 13.3 plf. Wil 209.4 plf W TL = 222.7 plf M max= 1.36 ft. * kips Vmax = 0.61 kips 2x8 Allowable Moment = 1.230 ft x kips Allowable Shear = 0.689 kips Cr -'``?::1:04 Total Deflection = 0.16 inches Cd= 1.00 Deck Framing Beam Span =$ ft. Trib width 3 5 i:. ft Wd1= 35.0 plf. Wil — 551.1 plf W TL = 586.1 plf M max= 5.29 ft.* kips Vmax = 2.05 kips L/240= 0.35 2.0 2 x 12 Allowable Moment = 4.936 ft x kips Cd- 1.00 Allowable Shear = 2.138 kips Cr= 1.04 Total Deflection = 0.24 inches L /240 = 0.43 Garage Door Beam East End Span = Uniform Loads Trib width = wdl wLL= w TL = W= Beam Size= M max= Vmax = R max = 553.6 4.7 5.0 1.8 2.4 ft. plf plf pif kips. ft.* kips kips kips (3)2x12s in. S = 94.9 in A3 A = 50.6 in. 1= 533.9 in A4 900 psi F'v= 95.0 fb= 632.0 psi. fv= 54.3 k= 1.0 x=y=z= . 10.0 psi L /360 (in) = 0.28 psi L /240 (in) = 0.43 western species' deft tl = 0.08 Beam # Use a (3)2x12s DFLNo2 CTS Engineering, P.C. Projtct: Engineer: Date: tl White Residence Renovation and Addition J Crilly 4/20/2003 Sheet /5- of 23 Garage Door Beam East End Span = Uniform Loads Trib width = wdl wLL= w TL = W= Beam Size= M max= Vmax = R max = 553.6 4.7 5.0 1.8 2.4 ft. plf plf pif kips. ft.* kips kips kips (3)2x12s in. S = 94.9 in A3 A = 50.6 in. 1= 533.9 in A4 900 psi F'v= 95.0 fb= 632.0 psi. fv= 54.3 k= 1.0 x=y=z= . 10.0 psi L /360 (in) = 0.28 psi L /240 (in) = 0.43 western species' deft tl = 0.08 Beam # Use a (3)2x12s DFLNo2 Spot Footing Design. F2. Spot Footing t woc cok W Allowable Soil Bearing Pressure: Area Req'd = 7.22 SF PSF Load = • ><<„ ; kips 3 Square Ftg area = 9 SF. Actual soil bearing pressure = 1604 PSF FTG Design: Footing size is adequate P t1= 14.4 kis PLL= `: :fl<_=<>: kips. y= 60,000 psi. 'c= 2500 psi b= 3 t d= 4.75 inch h = 8 inch Post width w = 6 inch pnet= 2.57 ks per UBC 1915.4.2 one-way shear, two-way shear, (punching shear), moments will be taken at the center line o the wood post one way shr. Vu= 11.5 kips. Width. o Crit sect.= 1.50 .85 x Vc= 14.5 kips. 2*( 'c)^.5*b*d #REFI two way shr. Vu= 22 kips. (tg area - (Post width/2+d)^2) x pnet. .85 x Vc= 40 kips. Total load on ooting (un actored) P = 14 kips. Use a 2°-6" x 2'-6"' x 8" tg. Rein . w/4 # 4 rein bars E.W. CTS Engineering, P.C. Proj?ct: Engineer: Date: ` White Residence Renovation and Addition J Crilly 4/20/2003 Sheet trr, of 2-1 Spot Footing Design. F2. Spot Footing t woc cok W Allowable Soil Bearing Pressure: Area Req'd = 7.22 SF PSF Load = • ><<„ ; kips 3 Square Ftg area = 9 SF. Actual soil bearing pressure = 1604 PSF FTG Design: Footing size is adequate P t1= 14.4 kis PLL= `: :fl<_=<>: kips. y= 60,000 psi. 'c= 2500 psi b= 3 t d= 4.75 inch h = 8 inch Post width w = 6 inch pnet= 2.57 ks per UBC 1915.4.2 one-way shear, two-way shear, (punching shear), moments will be taken at the center line o the wood post one way shr. Vu= 11.5 kips. Width. o Crit sect.= 1.50 .85 x Vc= 14.5 kips. 2*( 'c)^.5*b*d #REFI two way shr. Vu= 22 kips. (tg area - (Post width/2+d)^2) x pnet. .85 x Vc= 40 kips. Total load on ooting (un actored) P = 14 kips. Use a 2°-6" x 2'-6"' x 8" tg. Rein . w/4 # 4 rein bars E.W. Spot Footing Design. F3. Spot Footing or steel columns. Allowable Soil Bearing Pressure: Area Req'd Load 10.09 SF kips 3.25 Square Ftg area Actual soil bearing pressure = FTG Designn t1= y— 'c= PSF 1910 PSF Footing size is adequate 20.2 60,000 2500 kips PLL= psi. psi kips. 10.6 SF. b= 3.25 t assumes a 4" dia TS column with a 8" x 8" base plate. tw= 4 in. bp= 0.50 t. Ftg d = 7 pnet= 3.13 ks per UBC 1915.4.2 one-way shear, two-way shear, (punching shear), moments will be taken hal way between the ace o the steel column and the edge o the steel base plate. one way shr. Vu= .85 x Vc= two way shr. Vu= .85 x Vc= Rein arcement Design: 11.5 kips. Width. o Crit sect.= 1.13 23.2 kips. 2*( 'c)^.5*b*d 14 30 kips. (tg area - (bp/2+tw/2+d)^2) x pnet. 62 kips. Total load on ooting (un actored) P = 20 kips. Mu = pnet x b x1^2/2 = 1= b/2 -(bp + tw)/4 = Required Rn= Mu/(phi x b x d^2) rein orcement ratio= 1/ m*(1_(1 min. = 0.0033 m= y / .85 / 'c = As req'd 5 # 4 bars = 1 0.44 10 1.42 71 -2xmxRn/ 28.2 inAZ > As req'd. t*kips. t. psi. Rn= y)^.5) (4/3xIVM)= 95 0.00121 0.00162 Use a 4'-0" x 4'-01" x 10" tg. Rein . w/ (5) #4 rein bars E.W. CTS Engineering, P.C. Project: Engineer: Date: A 4 White Residence Renovation and Addition J Crilly 4/20/2003 Sheet / ? of 43 Spot Footing Design. F3. Spot Footing or steel columns. Allowable Soil Bearing Pressure: Area Req'd Load 10.09 SF kips 3.25 Square Ftg area Actual soil bearing pressure = FTG Designn t1= y— 'c= PSF 1910 PSF Footing size is adequate 20.2 60,000 2500 kips PLL= psi. psi kips. 10.6 SF. b= 3.25 t assumes a 4" dia TS column with a 8" x 8" base plate. tw= 4 in. bp= 0.50 t. Ftg d = 7 pnet= 3.13 ks per UBC 1915.4.2 one-way shear, two-way shear, (punching shear), moments will be taken hal way between the ace o the steel column and the edge o the steel base plate. one way shr. Vu= .85 x Vc= two way shr. Vu= .85 x Vc= Rein arcement Design: 11.5 kips. Width. o Crit sect.= 1.13 23.2 kips. 2*( 'c)^.5*b*d 14 30 kips. (tg area - (bp/2+tw/2+d)^2) x pnet. 62 kips. Total load on ooting (un actored) P = 20 kips. Mu = pnet x b x1^2/2 = 1= b/2 -(bp + tw)/4 = Required Rn= Mu/(phi x b x d^2) rein orcement ratio= 1/ m*(1_(1 min. = 0.0033 m= y / .85 / 'c = As req'd 5 # 4 bars = 1 0.44 10 1.42 71 -2xmxRn/ 28.2 inAZ > As req'd. t*kips. t. psi. Rn= y)^.5) (4/3xIVM)= 95 0.00121 0.00162 Use a 4'-0" x 4'-01" x 10" tg. Rein . w/ (5) #4 rein bars E.W. BOISE" Single 11 7/8" BCI® 450s SP Job l'tame .4 - Address City, State, Zip Customer - Code reports - NER 594, 1CBO 5208 BC CALC® 2002 DESIGN REPORT - US Friday, April 18, 2003 19:30 File Name Description Specifier Designer Company Misc - White.BCC : J04 / . c'P. Standard Load - 60 PSF 125 PSF OC Spacing 16' B0, 1-314" 620 lbs LL 258 lbs DL Total Horizontal Length - 15-06-00 81, 1-3/4" 620 lbs LL 258 lbs DL General Data Version: Member Type: Number of Spans - Left Cantilever Right Cantilever - Slope OC Spacing Repetitive Construction Type Live Load Dead Load Part Load Duration US imperial Joist 1 No No 0/12 16" Yes Glued 60 PSF 25 PSF 0 PSF 100 Disclosure The completeness and accuracy of the input must be verified by anyone who would rely on the output as evidence of suitability for a particular application. The output above is based upon building code -accepted design properties and analysis methods. Installation of BOISE engineered wood products must be in accordance with the current Installation Guide and the applicable building codes. To obtain an Installation Guide or if you have any questions, please call (800)232-0788 before beginning product installation. BC CALC®, BC FRAMER®, BCI®, BC RIM BOARDT", BC OSB RIM BOARDTM, BOISE GLULAMTM, VERSA -LAM®, VERSA -RIM®, VERSA -RIM PLUS®, VERSA-STRANDTM VERSA -STUD®, ALLJOIST® and AJSTM are registered trademarks of Boise Cascade Corporation. Page 1 of 1 Load Summary ID Description Load Type Ref. Start End Live Dead OCS Dur. 5 Standard linf.Area Load Left 00-00-00 15-06-00 60 PSF 25 PSF 16" 100 Controls Summary Control Type Value Moment 3404 ft -lbs End Reaction 878 lbs Total Deflection L/439 (0.424") Live Deflection L/622 (0.299") Max. Deft. 0.424" (Limit: 1") Span/Depth 15.7 Allowable 82.0% 73.2% 54.7% 57.9% 42.4% Duration @ 100% @ 100% Loadcase 2 2 2 2 2 Span Location 1 - internal 1 - Left 1 NOTES: Design meets Code minimum (L/240) Total load deflection criteria. Design meets Code minimum (L/360) Live load deflection criteria. Design meets arbitrary (1") Maximum load deflection criteria. Minimum bearing length for 80 is 1-3/4". Minimum bearing length for B1 is 1-3/4". Entered/Displayed Horizontal Span Length(s) = Clear Span + 1/2 min. end bearing + 1/2 intermediate bearing 6L)es7 R BOISE' BC CALC® 2002 DESIGN REPORT - US Friday, April 18, 2003 16:57 Single 9 112" BCI® 500-2.0 DF Address o - City, State, Zip - Customer Code reports - 1CB0 4665 File Name Description Specifier Designer Company Misc - White.BCC : J02 Standard Load • 54 PSF i 20 PSF OC Spacing 16" MAL 80, 1-314" 486 lbs LL 180 lbs DL p�Y CZ,`$i,ti Total Horizontal Length - 13-06-00 81, 1-3/4" 486 lbs LL 180 lbs DL General Data Version: US Imperial Member Type: - Joist Number of Spans - 1 Left Cantilever - No Right Cantilever - No Slope OC Spacing Repetitive Construction Type Live Load Dead Load Part Load Duration 0/12 16" Yes Glued 54 PSF 20 PSF 0 PSF 100 Disclosure The completeness and accuracy of the input must be verified by anyone who would rely on the output as evidence of suitability for a particular application. The output above is based upon building code -accepted design properties and analysis methods. Installation of BOISE engineered wood products must be in accordance with the current Installation Guide and the applicable building codes. To obtain an Installation Guide or if you have any questions, please call (800)232-0788 before beginning product installation. BC CALC®, BC FRAMERip, BCI®, BC RIM BOARDTM, BC OSB RIM BOARDTM, BOISE GLULAMTM VERSA -LAM, VERSA -RIM®, VERSA -RIM PLUS®, VERSA-STRANDTM, VERSA -STUD®, ALLJOIST® and AJSTM are registered trademarks of Boise Cascade Corporation. Page 1 of 1 Load Summary 1D Description Load Type Ref. Start End Live Dead OCS Dur. S Standard Unf.Area Load Left 00-00-00 13-06-00 54 PSF 20 PSF 16" 100 Controls Summary Control Type Value Moment 2248 ft -lbs End Reaction 666 lbs Total Deflection LI490 (0.33") Live Deflection L1672 (0.241") Max. Defl. 0.33" (Limit: 1") Span/Depth 17.1 % Allowable 68.7% 65,0% 48.9% 53.5% 33.0% Duration @ 100% @ 100% Loadcase 2 2 2 2 2 Span Location 1 - Internal 1 - Left 1 1 1 1 NOTES: Design meets Code minimum (L/240) Total load deflection criteria. Design meets Code minimum (L/360) Live load deflection criteria. Design meets arbitrary (1") Maximum load deflection criteria. Minimum bearing length for BO is 1-314". Minimum bearing length for B1 is 1-314". Entered/Displayed Horizontal Span Length(s) • Clear Span + 1/2 min. end bearing + 1/2 intermediate bearing USER NOTES: Deck joist spanning over the garage BOISE q Sin9Ie 9 112" BCI® -2.0 DF Job Name - Address City, State, Zip Customer Code reports 1CB0 4665 BC CALC® 2002 DESIGN REPORT - US File Name Description Specifier Designer Company Misc - White.BCC : J03 Friday. April 18, 2003 17:01 Standard Load - 40 PSF 1'26 PSF OC Spacing 16" , B0, 1-3/4" 427 Ibs LL 277 Ibs DL Total Horizontal Length -16-00-00 B1, 1-3/4" 4271bs LL 277 lbs DL General Data Version: US Imperial Member Type: - Joist Number of Spans - 1 Left Cantilever - No Right Cantilever - No Slope OC Spacing Repetitive Construction Type Live Load Dead Load Part Load Duration 0/12 16" Yes Glued 40 PSF 26 PSF 0 PSF 100 Disclosure The completeness and accuracy of the input must be verified by anyone who would rely on the output as evidence of suitability for a particular application. The output above is based upon building code -accepted design properties and analysis methods. Installation of BOISE engineered wood products must be in accordance with the current Installation Guide and the applicable building codes. To obtain an Installation Guide or if you have any questions, please call (800)232-0788 before beginning product installation. BC CALC®, BC FRAMER®, BCI®, BC RIM BOARDTM, BC OSB RIM BOARDTM, BOISE GLULAMTM, VERSA -LAM®, VERSA -RIM®, VERSA -RIM PLUS®, VERSA-STRAN D TM, VERSA -STUD®, ALLJOIST® and AJSTM are registered trademarks of Boise Cascade Corporation. Page 1 of 1 Load Summary ID Description Load Type Ref. Start End Live Dead OCS Dur. 5 Standard Unf.Area Load Left 00-00-00 16-00-00 40 PSF 26 PSF 16" 100 Controls Summary Control Type Value Moment 2816 ft-Ibs End Reaction 704 Ibs Total Deflection 11341 (0.562") Live Deflection L1563 (0.341 ") Max. Defl. 0.562" (Limit: 1") Span/Depth 20.2 % Allowable 86.1% 68.7% 70.3% 85.2% 56.2% Duration @ 100% @ 100% Loadcase 2 2 2 2 2 Span Location 1 - internal 1 - Left 1 1 1 1 NOTES: Design meets Code minimum (L/240) Total load deflection criteria. Design meets User specified (L1480) Live load deflection criteria. Design meets arbitrary (1") Maximum load deflection criteria. Minimum bearing length for BO is 1-314". Minimum bearing length for B1 is 1-314". Entered/Displayed Horizontal Span Length(s) = Clear Span + 1/2 min. end bearing f 1/2 intermediate bearing USER NOTES: Floor joists over the new Living room addition. BOISE' Single3 112" x 11 718" VERSA -LAM® 3080 DF Job Name''- Addressr City, State, Zip - Customer - Code reports - ICBO 5663, NER 442 BC CALC® 2002 DESIGN REPORT - US File Name Description Specifier Designer Company Misc - White,BCC : FB02 Friday, April 18, 2003 1715 1 1111M11111111WEIMMINIIIIM1111111.1111MINMEHIIMIIIIIIMUMMIUMINIVI11111111111 St.n•.dL.-d-53PSF I 15 PSF Tr it 0-00-00 M_ ,a 130 4240 lbs LL 1925 lbs DL Total Horizontal Length -16-00-00 B1 4240 [bs LL 1925 lbs DL General Data Version: US Imperial Member Type: - Floor Beam Number of Spans - 1 Left Cantilever - No Right Cantilever - No Slope Tributary Repetitive Construction Type Live Load Dead Load Part Load Duration 0/12 10-00-00 nla nla 53 PSF 15 PSF 0 PSF 100 Disclosure The completeness and accuracy of the input must be verified by anyone who would rely on the output as evidence of suitability for a particular application. The output above is based upon building code -accepted design properties and analysis methods. Installation of BOISE engineered wood products must be in accordance with the current Installation Guide and the applicable building codes. To obtain an Installation Guide or if you have any questions, please call (800)232-0788 before beginning product installation. BC CALC®, BC FRAMER®, BCI®, BC RIM BOARDTM, BC OSB RIM BOARDTM, BOISE GLULAMT"', VERSA -LAM®, VERSA -RIM®, VERSA -RIM PLUS®, VERSA -STRAND TM, VERSA -STUD®, ALLJOIST® and AJSTM are registered trademarks of Boise Cascade Corporation. Page 1 of 1 Load Summary ID Description S Standard 1 Wall load Load Type Ref. Start End Live Dead Trib. Dur. Unf.Area Load Left 00-00-00 16-00-00 53 PSF 15 PSF 10-00-00 100 Unf.Lin. Load Left 00-00-00 16-00-00 0 PLF 80 PLF nla 90 Controls Summary Control Type Value Moment 24662 ft -lbs End Shear 5403 lbs Total Deflectio L/165 (1.163") Live Deflection L1239 (0.8") Max. Defl. 1.163" (Limit: 1") Span/Depth 16.2 % Allowable 116.7% 68.4% 145.4% 150.0% 116.3% Duration @ 100% @ 100% Loadcase 2 2 2 2 2 Span Location 1 - Internal 1 - Left 1 1 1 CAUTIONS: Member has insufficient Moment resistance to carry loads. Member is insufficient to carry loads for Code minimum load deflection at limit of LJ240. Member is insufficient to carry loads for Live load deflection at limit of L1360. Member is insufficient to carry loads for Maximum load deflection at limit of 1". NOTES: Minimum bearing length for BO is 2". Minimum bearing length for B1 is 2". Entered/Displayed Horizontal Span Length(s) = Clear Span + 1/2 min. end bearing +1/2 intermediate bearing USER NOTES: beam at floor level spanning N -S to carry wall loads and roof loads CTS Engineering, P.C. Project: Engineer: Date: White Residence Renovation and Addition J Crilly 4/20/2003 Sheet 'Z of 43 Lateral Loads: By observation wind will control plate height = 8.0 ft roof ridge height = 8.0 ft above plate Wind Controls N -S Loads Building Additions Dimensions: 12.00 North 30 Roof & Main Floor Area Level Area Pressure Fx Vx Roof 1 96.0 48.0 V= 3.25 kips 22.6 22.6 Wind Controls N -S Loads 2;2 - , 1,1 3.3 Level Area Pressure Fx Vx Roof 1 120.0 120.0 V= 5.42 kips DIAPHRAGM DESIGN: Roof Diaphragm Transverse direction. Based on wind loads. diaphragm load in pif = 90 PLF 22.6 22.6 2.7 2,7 5.4 16 GA staples ® 4" 0/, no blocking Cap 225pif. Main guiding Area r, 4e UBC Wind Design Pressures Projected Area Method. Input Parameters (English Units) Building Footprint b= (ft) 12 d= (ft) 30 Building Height h=: e ' 15:0. = ` ft Importance Fac. I= 1.. Design Wind Speed V= 80 mph qs= 16.4 psf Exposure: C Windward Pressure Coefficient Cq= 1.3 Cq roof = 1.4 roof slope = 33.7 deg HGT(ft) Pressure ( psf.) 0 15 22.60 4381 lbs. 20 22.60 0 lbs. 25 0.00 0 lbs, 30 0.00 0lbs. 40 0.00 0 lbs. 60 0.00 01bs. 80 0.00 0 lbs. 100 0.00 0 lbs. 120 0.00 01bs. 160 0.00 0 lbs. 200 0.00 0 lbs. 300 0.00 0 lbs. 400 0.00 0 lbs. Sum Windward 4.38 Base Shear (kips) Total Base Shear (kips) 4.38 (Includes full height of walls.) 10 elf; 3 COUNTY OF GARFIELD - BUILDING DEPARTMENT CORRECTION NOTICE 108 8th St., Suite 201 Glenwood Springs, Colorado " Phone (970) 945-8212 Job located at 42'8F1 O.* (OS— Permit No. cir? 3 Z have this day inspected this structure and these premises and found the following corrections needed: Qs =►rL 4/75,- 04- ko cose I1(5 /f DieDPI tkxi--g levo /J,4-;,--a/e/61'vs (%JJL reerns ;P -eel; 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 / 73 zo o ---- `' Building Inspector Phone (970) 945-8212 coo 0 o c 0 cu 4 o 0. 0 o 7 rr CEl 0 0 ato. CD CD rt 3 Cr a' 3 Oo o. m "col oa mCD o co O m to 0 tv O n m o 3= al y IDal 0 d N W co 'ci �. 0 0 0 Q P When correction(s) have been made, call for inspection at 970-384-5003. a 0 -0 _, r% .12.o• m v., cp < st, a -h Q. a Eh i7 c'c 7 CD 6 .art O a 5. y 0 fQ a o = O O) (1) C. g = rah O m a N 0. 0 cTiA r 4 ... __.., v TJ, St -1-& ^'--, 02) 0. -1, a I'' t/I'' k t rci,‹ N c2 4 ‘ t- ..gr 2' 7) Cp1wL. ca z 5- 4.-' L q D. ,d, P.- 0 o -! z c 3 0 •4 pa;gaol qop —0 co O C c = CI N t F. O o ow 0 N7 S a 0 CI 'Ti D Mili 111 13 O a r CO Z C Co O ❑ N a z N V• rvn O 'G N NM 0 0 z --4 O g M E Z o 0 —I c_ 0 _a 0 S 03 CO 0 o) 3 E.' n. to O CNI r. Ca) = m 0 Em o (0 c 0 N = 7 z """ r°� o r � v z a O p el NEI m o CI Eii o In m 0.co ---1 J �H INS 'ECTI 11 ELL NTBE MA 1 -UNLESS GAM IS COSTED ON TUE v 24 HOURS NOTICE REQUIRED FOR INS1ECTIONS BUILDING PERMIT G RFIELD COUNTY, COLORADO Date Issued . ..66..Zoned Area Permit No..0 i a--.), ,,...„ 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 the zoning, location, erection and construction of the, above described structure, the permit may then be revoked by notice from the County Building Inspector and IMMEDIATELY BECOME NULL AND VOID. 4 .K: ,did, Use �� 'gyms .,,., #I Address or Owne 5etb_asks Fr _aide Side Rear This Card Must Be Posted So It is Plainly Visible From The Street Until Final Inspection. Q INSPECTION RECORD Footing , .•(p.,4* Foundation ,-/ -a3 .SZ, --x-(53 i _. Underground Plumbing Insulation ' '.f ,4;',0,, Rough Plumbing Drywall c -,1Z, -.7 Chimney & Vent Eiectriv Fina1 en,. , - 1 pectin-) Gas Piping Final / 0 - z%. --c) 3 %f Electric Rough (By State inspector;'1j .i 9 i Septic Final Framing d - - CO u, ' (To include ' oof in place � Windows and Doors installed). Notes: 4, /K t z/ - L 6 ay_, -7 w 1'6r w e,i• * efefl'I'",.�€.4, e e .. ALL LISTED ITEMS MUST BE INSPECTED WHETHER INTERIOR OR EXTERIOR, AND APPROVED BEFORE COVERING - DERGROIIND OR ABOVE GROUND. THIS PERMIT IS NOT `TRANSFERABLE Phone' 384-5003 109 8th Street County Courthouse Glenwood Springs, Colorado. APPRO EDMO NOT ":1-4..";"1, IF PLACED OUTSIDE„ -*COVER WITH CLEAR PLASTIC