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HomeMy WebLinkAboutApplication- PermitJob Address Garfield County Building, Sanitation, & Planning Department 108 8th Street, Suite #201 Glenwood Springs, Co. 81601 Office- 945-8212 Inspection Line- 384-5003 NO. 8912 LIC,IqCt:P ea- 'L,(1.1-- Nature of Work Buildin Permit t racl'3 -\n+ r (1) rc vamx Use of Building Gar o 1 i i- 0 6a.'- Do - 3 v Owner C hh i /i' ti Contractor [ e- I , rri T (NI Amount of Permit $ 7( ,a((:) Date ,) r a 4 C ) Clerk GARFIELD COUNTY BUILDING PERMIT APPLICATION ' GARFIELD COUNTY (GLENWOOD SPRINGS), COLORADO TELE1 HONE: (970) 945-8212 Y 4 • TOB ADDRESS: �. l 1 2 3 4 5 OWNPn. PERMIT NO. cl a INSPECTION LINE:: x(970)384-5003 PARCEL/SCHEDULE N.O. t 1 CI- 0 C a SQ.F7 DVSL9LDM X00 6 17313 OF BUILDING • ARDSSSS Ilf- awl ADfl Ess Aay1a.1;& 3�+ SQ, Fr. 6F-1.01" NO. OPBLOM 7 DF3CA038WORK:fr�N�-/ AJJr'�"' d G71� " ��%���6J0 CL¢SSOS WORK: oAA➢IIYON 8 4AL'TERATICN pMOVB tlSFMOV$ 9 UASAOE caw= 10 is DRIVEWAY'SESVStr • OAEPORT: -M:NUM oDOUBLE tlON sir&SEWACE DL9POSAL (SWIM) oSttEP[AN VAVJATIONOFWQR[C:S SPECIAL CQ1W MCa{S: /0) 000., T /5; 0410,c An7D8r'EI]VALIIAIION:S MOA/OC--/ , NOTICE A SEPARATE ELECTRICAL PERMIT IS REQUIEBD AND MUST BE ISSUED BY TDB STATS OF COLORADO. THIS PERMIT BECOMES NOLL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 160 DAYS, OR IE' CONSTRUCTION[ OR WORK IS SUSPENDED OR ABANDONED FOR. A PERIOD OF 180 DAYS AT ANY TTh E AFTERWORKIS COMMENCED, I HEREBY CERTIFY THAT I HAVE READ AND EXMvILNED THIS APPLICATION AND SNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER HEREIN OR NOT TEE .GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS QF ANY OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CON TRUCTION. Building Dept. - ppraval/Oatn /7.03 Planning Dept( , .1/Dato PLAN CHECK FEE: Zz7.0 I PERMIT FEE: 349.25. T7�F-EjE: �7 ! l� , h1F' DATE PERMIT ISSUED: OCC: C31DUP:r 111STI TYPE: ZONING: SETBACKS: MANI/. HOME: ISDS NO. AGREEMENT PERMISSION IS HEREBY GRANTED TO THE APPLICANT AS OWNER, CONTRACTOR AND/OR THE AGENT OF TEE CONTRACTOR OR OWNER TO CONSTRUCT THE STRUCTURE AS DETAILED ON PLANS AND SPECIFICATIONS SUJ3MFTTED TO AND REVIEWED BY THE BUfl DINGDEPARTMENT. IN CONSIDERATION OF THE ISSUANCE OF THIS TERMS, THE SIGNER HEREBY AGRRFS TO COMPLY WITH ALL BUILDING CODES AND LAND USE REGULATIONS ADOPTED BY GARFIELD COUNTY PURSUANT TO AUTHORITY GIVEN IN 30.21.201 CRS AS AMENDED. TEE SIGNER FURTHER AGREES THAT IF THE ABOVE SAID ORDINANCES ARE NOT FULLY COMPLIED WIL'Fi INTBE LOCATION, ERECTION, CONSTRUCTION AND USE OF THE ABOVE DESCRIBED STRUCTURE, TILL PERMIT MAY THEN BF REVOKED BY NOTICE PROM TEE COUNTY AND THAT TIIFNAND THERE IT SHALLBECOME NULL AND VOID. THE ISSUANCE OF A PERMIT BASED UPON PLANS, SPECIFICATIONS AND OTHER DATA SHALL NOT PREVENT -TEE BUILDING OFFICIAL FROM THEREAFTER REQUIRING TEE CORRECTION OF ERRORS TNT SAID PLANS, SPECINICATLONS AND OTHER DATA OIL FRO PREVENTING BUILDING OPERATION BEING CARRIED ON THEREUNDER WHEN IN VIOLATION OF THIS CODE QR ANY OTHER ORDINANCE ORREGULATION OVUM Tr.nusDICT IOIF TILE REVIEW OF TEE SUB/vI . ID PLANS AND, SPECIFICATIONS AND- INSPECTIONS CONDUCTED: THEREAFTER DOES NOT CONSTITY1B AN ACCEPTANCE OF ANY RESPONSIBILITIES OR LIABILITIES BY GARFIELD. COUNTY FOR. ERRORS, OMISSIONS OB DISCREPANCIES.. TDF. RESPONSIBILITY FOR THESE ITEMS AND P PLEMENTATION DIMING CONS'.TRWIIONRESTS SPEuutICALLY WDT1I THE ARCHTIECT, DESIGNER, BUILDER AND OWNER. COMMENTS ARE' INTEIdI ED TOSE CONSERVATIVE AND IN SUPPORT OF THE OQVNER3INTEj s . __. W,,.. ---- w. Gu%mt o03 I HEREBYACKNOWLEDGE THAT 1 HAVE READ AND. ._— UNDERSTAND THE AGREEMENT f:BOVE. �ITE,L,� 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, non-absorbent kitchen floor coverings, counter tops and finished walls, ready for stove and refrigerator, all necessary plumbing; 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; S. All steps outside or inside over three (3) steps must have handrails, guardrails on.balconies or decks over 30" high constructed to all 1997 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 itemsare completed and a final inspection made. A CERTIFICATE OF OCCUPANCY WILL NOT BE ISSUED UNTIL ALL ABOVE ITEMS IIAVE 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 occupanc , use and the issuance of a Certificate of Occupancy for the dwelling under building permit # 1 . Signature Date Bpcont082002 f t PLAN REVIEW CHECKLIST Applicant 4/Cl' Building Engineered Foundation Driveway Permit ,./ .t4Fswd Site Plan >50 Pe -- )1.11. --;LL•/. Septic Permit and Setbacks ✓rade/Topography 30% Attach Residential Plan Review List c..Ainimum Application Questionnaire ,u4 Subdivision Plat Notes ic/. Fire Department Review -"Valuation Determination/Fees Red Line Plans/Stamps/Sticker pL1, Attach Conditions _Application Signed man Reviewer To Sign Application �arcel/Schedule No.,..Q_/ ,ca, 40# Snowlaad Letter- Manf. Hans. GENERAL NQ'1'Cs: 'r /206 s r Date /p—f7 03 /$ �di( GOA) .� 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 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. NOTE: 106.3.1 (7.) Any site plan for the placement of any portion of a structure within 50 ft. of a property line and not within a previously surveyed building envelope on a subdivision final plat shall be prepared by a licensed surveyor and have the surveyors signature and professional stamp on the drawing. Any structure to be built within a building envelope of a lot shown on a recorded subdivision plat, shall include a copy of the building envelope a it is shown on the final plat with the proposed structure located within the envelope. Yes 2. Does the site plan also include any other buildings on the property, setback easements and utility easements? Please refer to Section 5.05.03 in the Garfield County Zoning Resolution if the property you are applying for a building permit on is located on a corner, lot. Special setbacks do agply. Yes A/O 3. Does the site plan include when applicable the location of the LS,D.S. (Individual Sewage Disposal System) and the distances to the property lines, wells (on subject property and adjacent properties), streams or water courses? Yes ,Jp 2 q 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 1f 6. Do the plans indicate the location and size of ventilation openings for under floor crawl spaces and the cleara ces required between wood and earth? Yes VV /V 4 7. Do the plans indicate the size and location of ventilation openings for the attic, roof joist spaces's and soffits? Yes 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 construction? Yes 10. Does the building sect] n -drawing include size and spacing of floor joists, wall studs, ceiling joists, roofra ror joists or trusses? Yes 11. Does the building section drawing or other detail include the method of positive connection of all columns berms? Yes 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 (un • ' : u r ed) grade contours? Yes 13. Does the plan include any stove or zero clearance fireplace planned for installation including make and model and Colorado Phase I ifications or phase II EPA certification? Yes No 3 i • 14. Does the plan include a masonry fireplace including a fireplace section indicating design to comply with the Uniform Buildi gee 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 Building Code? 17 Yes No 16. Does the plan include a window schedule or other verification that windows provide natural light and ventilation for all habitab rooms? Yes 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 enclosures and specify safety glazing for theseeas?, Yes No i/ 18. Is the location of all natural and liquid petroleum gas furnaces, boilers and water heaters indicated on the plan? Yes 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 covenants? ./ Yes `I/ No 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, de�o ,y,�'ou understand that the plan check fee will not be refunded should the architecture e6'mmittee deny or reject your building plans? Yes No 21. Will this be thepfly residential state u e parcel? Yes I No If no -Explain: 22. Have two (2) Yes '— ete sets of construction drawings been submitted with the application? 23. Do you understand that the minimum dimensions a home can be on a lot is 20ft.wide and 20ft.long? Yes ✓ No 4 24. Have you design r had this plan designed while considering building and other constructioe e requirements? Yes ` No 25. Do your plans comply yith all zoning rules and regulations in the County related to your properties zone d' tri"ct? Yes No 26. Does the plan accu ely indicate what you intend to construct and what will receive a final inspection by eGarfield County Building Department? Yes i No 27. Do you understand t pproval for design and/or construction changes are required prior to the applicatio these changes? Yes No 28. 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 act" or "Septic System" fees required, at the time you pick up your building pe Yes No 29. 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 our inspection one (1) day. Inspections are to be called in to 384-5003. Yes No 30. Are you aware that requesting inspections on work that is not ready or not accessible will result in a $47.0 re- npsection fee? Yes No 31. 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 and panty of the building? Yes No 32. Are you aware that the Permit Application must be signed by the Owner or a written authority be given for Agent and that the party responsible for the project must comply with the Unifo wilding Code? Yes No 5 33. Are you aware that prior to submittal issuance of a building permit application you are required to show proof of a driveway access permit or obtain a statement from the Garfield County Road & zyDepartment stating one is not necessary? You can contact the Road & BridgeDep ment at 625-8601. Yes Z� No 34, 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 nse number of the person performing the work will be required at time of a zcabie inspection. Yes No 35. Are you aware, that on the front of the Building Permit Application you will need to fill in the Parcel/Schedule Numbe r the lot you are applying for this permit on prior to submittal of a building pe plication? Your attention in this is appreciated. Yes No I hereby acknowledge that I have read, understand and answered these questions to the best of my ability. Signature of Owner Date Phone: X679- 957 (days); 945-abl. (evenings) Project Name: deNe763eh4- Project Address: x!6!'47(64.473/ . /3,37 / j , Notes: If you have answered "No" on any of the questions, you maybe 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 determined 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 04/2003 6 PHONE NO. : Oct. 22 2003 01:513PM P1 V), Wick A product of Wide Building Sysfgms. Inc. Fax Cover Sheet 405 Warler Road PO Box 38 Mazamanie, WI 53560 Terephone: 61A -795-22W 5-2294 Facsimile: 649-795-2534 www WickBufldings corn NATIONAL OFFICE Date: October 22, 2003 Pages: 2 Garfield County Building To: Officials From: Merlyn Sloziiker P.E. Fax #: 1-970-384-3470 CC: Bruce Rice, Dave Cartiff Ken Beck • 4614 County Road 233 Rifle, CO 81650 Wick Job 40308) 3 Re: Nor PHONE ND. : Dct. 22 2073 01:50PM P2 Wick Buildings° A product ofWrck Building Systems, Inc. October 21, 2003 City of Rifle/Garfield County Building Official Rifle, CO 81650 Re: Ken Beck 4514 County Road 233 Rifle, CO 81650 Wick Job #030813 Dear City of Rifle/Garfield County Building Official: 405 Waller Road PO BoX 3a Maaomanie, Wt 53580 Telephone_ 609-795-2294 Facsimile' Ha -M-2534 www.Wicklhildings.com NATIONAL OFFICE 1 am writing this letter at the request of Mr. Beck and Mr. Dave Cartiff to inform you that the 30' wide by 40' long by 10'-1" eavc height building that Wick Building sent to Mr. Beck has been designed to meet a 40 psf balanced oof load and an 80 MPH, Exposure B wind loading. The type of Construction is type V1 The loadings were applied as per the 1997 Uniform Building Code. The building is to be constructed using 3 ply 2x6 M-23 SYP columns placed 10,-0" o.c., 2x6 M-23 SYP girts spaced 2'-6" apart maximum and 2x4 SS SYP purlins placed 24" o.c The erector is to be placing the building on a concrete frost wall or a monolithic slab that is not part of the Wick Buildings design Sincerely, Merlyn Sloniker P.E. ec: Brnce Rice, Rocky Mountain Building Systems 10/20/2003 19:54 6258627 ROAD AND BRIDGE _ 4E:Garfield County Garfield County Road and Bridge Department October 21, 2003 • 4614 County Road 233 PAGE 01 CC: Garfield County Building and Planning Department -Dear-ME #ecirL ^ The property you own is beyond the county road; in a private subdivision; therefore, you do not need a driveway permit from Garfield County. If you have any questions or problems, please feel free to contact tne. Sincerely, Ted Morgan Garfield County Road and Bridge Department 902 Taugbenbaugh Bfvd. Suite 30$ RJIIe, CO 81630 Phont: 910-625-8601 Fax: 970-62.5-8627 CAU.0'iv cTY ROAD 2..TJ 9',5.J'47"E 25..UJ•--'-f -•-• 781.99' 380.,121 f 'i L1 i `' r Ararie 9M aiISO /0/.5/' 71:3 .f0t4- ,Eft LINE &229J C N1/4 CORNER SECTION 6 /SET BRASS CAP TRACT 11 11.994 AC 10172'48-E L7 1 25 f7: _ ma -Arm *ELL SEE INSET FOR Lor 25 ACCESS yL EASEMENT" DATA ACCESS EASEMENT TRACT 22 9.3'87 AC 111 �to 11 h ry k N84., '47'w 1o. 112 Oi L13 ces pv 200 URAINAE LINE' LI L2 L.J L4 L6 L7 L8 L9 L1O L 1 1 L12 L1J L I 4 L15 L16 L.17 L18 L19 L20 L21 L22 1..2.3 L24 1 '7t 4 V 1 3.4 .1 4MC - - - ----- - - ---- I 1 -., ) A Q It % b tJ iv it'" i k it/ Ti3 1 - I I 1 lt: lk iNJ 1 ....... M 1 , 0 . ..1 4.2:' •.:;70"/ 1 -,.7 L.j. ., 51 , C_•., --- :t --C "----1. ,,lf-' /77- - '\ - •,-,-,.....", . - "4'1 '`)_ - 1`41„s ._, Alk _ Z.,=!:EL___ _all r Z ‘‘, iii .7:1 ;) - - - _ _____ ___-__ 1 3.4 .1 4MC of 4 qA ..,_0\ 13 ..i,..z /4" Ot % N o-` 0 II:, o ' v f`Itl b k IrJ t3,1 1 : Oa k bt =) 4 n ,LI\ . T. r e sf ' =f Job- Name• HECK, KEN Job Number: 030813M k Building Size: 30'-O" x 40'-0" x 1.0'--1" Building Type: ❑ Wick Gable ❑ Commercial/Industrial 0 Country Gentleman 0 Lean ❑ Mini -Stora e INDEX 0 Country Aire 0 Studwall 0 Solar 0 Interior Pole ®. . • - ' , ! . ge (Page 1 of 1) Page Detail page Detail 1 Index 26 ° 2 Foreman letter 27 3 IVOr Plain 28 4 Steel Layout 29 5 Standard Building Specs 30 _ 6 Type 6 Attach 31 . 7 Lower Chord Stabilizers .32,T2 8 c Util/Comm Walkdoor 33 Util/Comm Window 4 . Yid, Rid elite � 35 11 Laminated Columns 36 12 Endwall Column Extensions 37 13 Structural Truss 38 OHFO Header 39 5 Sidewall OHFO 40 . 16 41 17 42 18 43 19 44 20 45 21 46 22 47 23 48 24 49 25 50 Wick Buildings® A pnadud of Wick Building Systems. inc. Wick Buildings Wick Buildings Shipping List Materials Only Information Date: 07/07/03 From: Engineering Department This plan has been prepared with the information available to our engineering department. We cannot be responsible for omitted information not forwarded to us. If in your plan packet some information has been omitted or required details are not included or incorrect, contact our office for clarification or help to rectify the situation. The material and shipping list has been established based on the construction plans enclosed. If you have any of the following conditions: 1. Materials listed were incorrect, too much or too little. 2. Not enough or improper materials were listed to accomplish the job as per a particular detail. 3. Materials as listed, fabricated and sent did not work or accomplish the task desired. 4. Not enough detail plans were shown for a particular design. Please call and relay this information to: John R © x555 Reference: 030813 - MO Customer: KEN BECK Should you encounter a material problem not associated with a listing error, such as missing or damaged materials, please contact:. Gary Viasak @ x560 In -field material purchases must be approved by Gary Vlasak and will be re-" imbursed after he receives (address below) the 'Bill of Materials' for these items. A 'Material Claims Invoice' form should be used to document in -field purchases. Wick Buildings will not reimburse consequential or labor costs thereof! 0 44. d0 x a _l 0 in 0 „0—,OC=,A—,0 I. ® £ C• (I) ttttttttt 'li ct N b I a) 6 04' z z 0 l0 0 0- n. FT Column Schedule 14O1N14M1 suuanioa JO #nO pl lnO_ ,,0—,OC a In N (0 1•) CO N (0 M Colurnnl Material L0 04 04 0 O Q i.e.. ❑ D 0 0 4iz_ en Ez z [0 [V 1'rl 0 m. 0 En rV en 40+303 % (6m 11a+.vl13 1111 1110111 11a+.vl13 1111 3 Z W u.- m 0 a 0 m z A ex tO 0 0 3 r. O -211 CFI 1111111111 3 Z W u.- m 0 a 0 m z A ex tO 0 0 3 r. O -211 CFI 1 TRUSS 4 COLUMN CONNECTION NVIRCLIN SET TRUSS IN NOTCHED MIDDLE PLY TRUSS (2) 1/2- 90LT (4) 160 NAILS PER SIDE (8) TOTAL 3 PLY COLUMN PURLIN ANO SPACING WING PURLINS PER SIDE SPACING t C2 f`Er ;-1L-7 24- 0.C. "ALL PURLINS SPACED FROM BEVELED 2X6 AT EAVE UNLESS NOTED OTHERWISE. (SEE DETAILS) 12 t= =s=ue• "--5�- EAVE HEIGHT cV INTERIC CLEAR HEIGHT (ICH) 0100 NAILS TRUSS (1) 2" BOLT 2 PLY �a (8) 160 2X 1CNEEBRACs: ``"^---3 PLY C• +MN TRUSS RAFTrR 7RUQs T9 C_ LVMN CQNNECTIl1N PT (IF JCED) NOTCH OUTSIDE PLY ANO SET TRUSS IN NOTCH 60 NAILS F T RAFTER (1) 1/2" eau. (8) 160 NAILS W 51. r RFT=R Tf COLUMN j r1' UmN " (2 PLY. .3 PLY, NN= I i • R SOLID) 1' fF CAN NOTC*4 4 DE PLY ANO SET RAFTER IN NO TRUSS SUPPORT HEIGHT INTERIOR CLEAR HEIGHT) TRUSS HEEL 'SUPPORT :-IT. ENOWALL TRUSS ENOwALL TRUSS LEAN/BREEZE RAFTER e 1sow 5'Qlo- ISigg LE41v/BREEZE RAFTER -,,u.sicE I`ooew sl NOTE: FIELD VERIFY ALL HEEL DISTANCES WITH ACTUAL TRUSS HEELS BEFORE SETTING TRUSSES 4 EUILOING SPECS VE EAIGHT ICH COLUMN LENGTH ✓ IRTS 014; 5 GCI SPACING 8'-1" 7•-1" 10' 2- 2.-2" S•-1" 8'-1" 1 10' 3 t'-9 1/4" 10-1 " 9'.-- t' 12" .3 —+ 1 4, 1 �'-1 f,u-1 12 3 2•-3 1/4" 3 /� '— •. (L�/ 12`-1" 11'-1•' 14' 4 1'-11'• in 13•_1" 12•-1" 14• 4 2•-1 1/4 {(f•-1•� l 14•-1" 13.-1,. 16• 4 2'-3 ,3/4'• „.—COLUMN (3) 160 NAILS f (2) PLACES GIRT, BEV£LE0 PLAPuRNK OR 'r&c IS' --1" 14'.,1` 16• 5 2'-0 1/4" 16'--1" 15.-1.• 18• 5 2'-2 1/4." 17•-1 16•-1" 18' 5 2•-4 1/4"' 18'-1" 17'-1" 20' 6 2'-.1 T/4" 1g'-1" T$'-1" 20'6 2 --3" 20 —1" 19' —1 24 6 2.-4 1 /2 21.— - 12a'-1 ` 22 7 2•-1 3/4" 4(14.. tQQ'—a" MARK CONCRETE SLAB/WALL DESIGN BY OTHERS (3) 160 NAILS (1) EA LAMINATE NOTE: STANDARD GIRT SPACING MAY SE AFFECTED BY SUcH 1TEmS AS WAINSCOT,NGMEAVELIT S. FTC. SNE ACCOMPANYING DETAILS FOR THESE SPECIAL SITUATIONS. COLUMN L" BRACKET, (2) PER COLUMN EXCEPT AT DOORS/CORNERS (1 PER) 114 1/2" Xle ALL—ANCHOR (4) 1/4•' X 1 1J2" LAC SCREWS 2X6 TREATED PLATE WITH 6' SILL SEALER AND 1/4" x .3 1/2" DRIVE ANCHORS AT 4' p.C• TYp` CaTIC.F16-1, r STEEL (2) 5/8" x 4" LAG BOLTS (2) 1/4" X 1 1/2" LAG SCREWS Z—TRIM TOP OF WALL/SLAB :\AcactLJoclDctai1lBase 3uiiding\ 2. Lin Wick Buildings' View: Section Dawn Eyt CAR OTi in n.t 5-25-00 Wiclz Gable Building Specifications 36' Span and Under On Concrete soft: 30 Revi ena Darr: B 11/2/OO DO NOT SCALE Conttruriaa Moot 4 P•ga: 1.04.2 Corm-cueion Detail P.. L+et Page: 5 (2) 5/8" x 4" Lag screws (2) 1/4" x 1 1/2" Lag screws (4) 1/4" x 1 1/2" Lag screws 1" x 6" AI/2I —anchor Steel (2) 5/8" x 4 Lag screws (2) 1/4- x 1 1/2" Log screws 2x$ T&C Treated Tap of wall/slab Z—Trim • a d Notes an pricing: 1. Price finished cave height from 1Cp'—C.. 2. Deduct post frame wall per lineal foot of perimeter on concrete 3. Concrete anchors and all fasteners for Type 6 attachT provided by Wick 4. This anchor system can be used and is recommended on all commercial/industrial buildings. If the building has any open sidewails ar endwalls, consult with the engineering department for final design. 1 5. For commercial/industrial buildings designed with deeper hale depths. you may take a 2' pole length credit if applicable, along with concrete' attachment price. 6. Concrete attachment price includes the canversion of columns to Untreated Laminated Columns. if required, the columns may be converted to Treated. Refer to page WC -12 in "Wall Construction" 7. 1f concrete attachment is less than 1/4 of total building perimeter, the original column type will be retained on the complete building. Column "L" Bracket (2) per column except at doors/corners (1 per) 1/2" x 6" Ali—anchar (Use 1/2" x 4 1/2" All --anchor when eliminating treated plate) (4) 1/4" x 1 1/2" Lag screws 2x6 Treated plate with �w 6" Sill sealer and 1/4" x 3 1/2" Drive anchors at 4' c.c. ;c `'i°: C: eiFialdlConcxete Attach (Ty ie6).cs 's Wick Buildings° °iigi°D. 12-28-99 Typeb D`*"'. CAH s Cozicrete Attach. -TYPE 6 J. Canaaueian Manual mage. 1C0 4 --g . DrDatail 1?s", ?Agri ! ' 4 2x,4 Lower " Chord` Stabilizer 0) 60d Nail (4) 10d Nails (2) 10d Nails toenailed Lower chord of truss When lower chord stabilizer crosses truss, use (1) 60d nail through top of LC Stab and (1) 10d nail toenailed to lower chord of truss. When lower chord stabilizers lop on truss, use (1) 60d nail through top of each LC Stab, (4) 1Od nails to tie LC Stabs together, and (2) 10d nails toenailed to lower chord of truss. (1) 60d Nail 2x4 LC Stab ( ) 10d i�rtil 2x4 Lower Chord Stabilizers (LC Stabs) at each splice in lower chord of truss Girt in endwall truss 0011 SLower Chord Stabilizer i (3) 1Od Nails 2x4 lower chord stabilizer: at each splice in lower chord of truss unless specified otherwise. (3) 10d Nails 2x4 Scrap Nailer Lower chord of endwali truss Lower Chord Stabilizer Atachin to Endwafl ile: ' LC Stabilizer.dwg .. view: LCStab uiicincs' Drawn lay:) K, Lower Chord Stabilizers are to be placed 10' o.c. MAX. unless specified otherwise on construction drawing or truss drawing. On Buildings with extra rows of tower chord stabilizers priced in. Lower Chord Stabilizers are to be placed 6` o.c. r+ax Lower Chord Stabilizers Origin Date:" 12-21.94 scale: 6 , 'Construction Manual Paga: Fong -ruction Oetail PacLE Par ' i pe d 2xF Header —Nail to columns w/(3) 16d —Nail to sill top w/ (1) 10d 6"o,c. 2x_ Head Jamb nail to verticals w/(3) 16d each 2x_ verticals to butt to 2x_ jamb Nail w/(3) 16d 2x4 horizontal held flush to header —Noll to header w/(1) 10d 6"o_c. —Nail to 2x4 vert w/(3) 16d ea vert Hold out 2x4 --- frame thickness of insulation Jamb Top 1 sc.!. I' =118" — Rigid insulation e' jamb Sides w/Tkermax Q./ scab: 3." 1/16' (3) 16d toenailed 2x6 vertical im A-' from threshold to bottom of 2x6 Edge of sidesteel l" Dim Sn� 37 3/4"--- J—Trirn to extend beyond door frame approx. 1/4" 1/4" x 1 1/2" Lag screws 2 per side & top (12 total) 4" FG Insul. (when bldg is insulated) Door frame (3) 16d nails, 3 places, both sides 40 3/4" to inside — of 2x_,'s• / k 2x6 verticals to 100'--0" mark Nail to plank w/(3) 16d nails Door Frameoutjinside view) 1 iI3068 Standard.dwg Finished Frameout Scal.: I" b 1116" 2x4 frame Slit steel horizontally 1 3/4" of top corners Edge of sidesteel 1/4" Frameout w/o Door 5c�1e: I" 1/16" Top of concrete floor Remove tongue 2x8 Treoted T&G 100.-0" mark Top of concrete floor 2x4 treated threshold 100'-0" mark 2x_ Treated vertical 3 3/4" ramp Sides 1 Scalr.1' r 118" Not Tess than 4", up to 5" (verify w/owner) T[ireskold (Standard) Sc=I■ i" = ma- Top 18 100'--0"�� mork c2 Threshold (Optional) Scale: 1' a I18" Greater than 5" (verify w/owner) Wick 1 Buildinns° Dram By: cAx Origin Date: 12=16-99 _ scae: 32 J—Trim to butt tight to top of door frame Steel door frame IMPORTANT NOTES: 1. Locating door frameouts: A. Locating door: Inside of 2x_ vert should be 3 3/4" from either side of major rib. 2. Carefully read installation instructions sent with door. 3. Use 4" fiberglass insulation in door frame ONLY if building is insulated. 4. Tabulated dimensions as follows: m [Pi BI— Utility 82 3/4" 81 1/4" Comm. 83 3/4" 82 1/4" ENGINEERING LIST: (1) 3068 Comm or Utility door (2) 2x 6 or 8 x8' Treated SYP (1.) 2x 6 or $ x bay size SPF (1) 2x6 x bay size SPF (1) 2x4x4' Treated threshold (2) 2x4x7' SPF (1) 2x4x4' SPF (4') J— trim (white) (1 1/4 lbs) 16d nails 0/2 Ib) 10d nails (18') 4" fiberglass insulation w/insulated building 3068 Walkdoor (Standard) lCahfuctk n Manual Page. . tCoastruetion Detail Parka Page .t b R 2x4 Box frame Caulk Lag screw Caulk 2x6 Girt Exterior steel 3' Inside filler strips Window Bottom elevation (determined by owner) J—Trim and 3' Outside filler strips Exterior steel 2x6 Girt Vertical Section Through Frame 2x4 Horizontal, Fasten (tap & bottom) with (2) 1Od nails © each vertical Rib 2x4 Vertical, Fasten with (2) 10d nails c each girt (2) 10d 2x4 Horizontal (Both horizontals to be installed last) 2x4 Vertical, Fasten with (2) 10d nails © each girt -rd*:`0:1 aadbIac\detaillDoozs&WindowsWizxdows ryiem: window Wick Buildinae II 111 II II 111 1I Slit Steel Back 1 1/4" 00-1 Framing and Finishing 'IMPORTANT NOTES' 1. Field verify window location and bottom elevation with owner. 2. Locate window frame so that ma3or ribs of steel ore between 3" and 9" from inside edges of 2x4 verticals. 3. Carefully read installation instructions supplied with window. 4. Cut steel flush to inside of 2x4 framing. 5. Outside filler strip below window is to, , be installed before window installation. Inside filler strip above window is to be installed from inside of building after window installation, • 6. After unit is in place.• install (1) lag screw 3" from bottom © each side. ROUGH OPENINGS Window I)imcusioa A Dimenrion 13 • 4'x2` 24-1/4" 47--3/4" 4'x3' 36-1/4" 47_3/4" 4:4 48-1 /4" 47-3/4" ENGINEERING LIST: (1) -Window (2) — 2x6 x bay size (2) — 2x4x1•0' — J --Trim (White) h — Tube Caulk 16) — 10d Nails (1 %S!) — Inside Fillers (1) — Outside Fillers Drawn sy CAH :41x21, 4'x3', & 4'x4' Window (Utility & Comm) in standard Column -construction. Qig;n Date 10-20-99 is"' 25 1Canrtruetion Manual Pao: ° lConstractian small Pachei"Page .,i Lap fiberglass Ridge—ccaY ' : ,... .aired:ions and° caulk -every Fiber glc s ,Ridge—cat: Attach. with cX screw fasteners as shown below Rao' Steel Mier strip 2x4 Purlins Truss FIBERGLASS RIDGE CAP Raised ridge cleat at every 5'—Cr a.c. • attach with (2) — tad nails chrcugh purlin to cleat (4 total) Fiberglass Ridge—cap (We --2) 1-1/r x 1-7/8" x 6" spacer block (2) per cleat CROSS SECTION Screw fiberglass ridge—cap with (a) — 1" screw fasteners per cleat as shown (1) —A"screw fasteners at each targe rib of mat' steel S° . rjss RCise_ riaze c.. * NC';ENGINEERING: 5" LESS RCOF TEL THAN STANDARD Wick ritIgdii Ca -gm Dam,. -.:nn Sml� 2x4. r ur:in -PJDGELIT.E (Fiberglass Ridge Cap) !r- • • is I r • .11 r G EI 4 J0 J• 1 0 71. 1.33 3.33 C •a L. M uw 0. C 2 3- r ?,1 U W 3 3 4 r7 0 r'7 3 u w 3 C Z 3 1 •a N 1*4 N.. to ri 9m .1 to10 x N x 3 rV w N 10 h } if io - x to x N x to X N 3512E22 Ik FF T * w x Cr w x to x N COrl O W n N +e +n n N 3 to rax m w N 3 ."1 • - P K H N p x Y( N 30 W rss to Co to x N W to p N 41 N rO ,.3. 170 x U2 M N 1: x ta M N 4 040.1 - =WSW 2 CCS in N m n O. C 0 O •ri o 0" u` Y T 0 O T Q is 4 C O cA o 04.1 ▪ u u 0.9 N • ti 9 0 6 § • Z Z '30 .3 0 0 E 3 O • O 7 0 10 n 0 0 Fitiilrlk r j+ i " N co Fasten with a total of (12) 20d nails. Follow as per location & direction shown. Fastener Locations: • One side x Other side G) Nails installed by Wick •plant. Endwall Calurrrn r Exte,nsicn ECE) Outside Plies Middle Ply Enddwcll Column Extension (E Fas:e.nina Detail1 L Wick •ax "VQ Read% P.7. ?a[ .5 VCZ5rt1M4e. XH 6a114A 53xnd P%an.: 4Cx-795«2174 'S Crown ay: v.+ EX TEN r: IC .I' NCI.: • .k r t . 4. C d C 0 J .LL. 0 C O O 0 m 1-.J 0 uJ •a w0 114 [ J a. V 143 0 0 0 s-1 0.Y r 0 1 C 2 •u 7 O tin 0 N ti cL inky1")N N [�I1R i7 _a v, X �X Iy N N 0 CC fr 00x (.3 c...) G _I— co Lcl 1-0 co x oo 1 N .17 co eh 1 2• a 0 2 1 -E >m 0 c n 'a u _ •p.0 o c m ; u Gu °f- vi °v -•a va4Ec °0 1•.x0 vvn rrYia—E,..2Evo. v 5 ac. �� °E•v im„ v, CCo u�.�-' u° nq-au a a a t..^•3 ��nup�` n bs a�C pbVCa•=u C Y Uc•pou•u L m V O° N r J° myud�4w1°a -cCPY 11 n 3 �-• i `Y ° a.0•o v �.��°u 0.0432 1527aa u 5 -4 v u'y .o Z a =3 n 3 en n Imo Y u.!!: V 9 .O 4� a E:?�TC uip�n Cn Rip •e�`"n`a`0o►G°''39 hV' 7 : C Y g •Ess -1a. uY 4-P1 Y iJOa ate.`.•a� no' Zr ''td d r 4.ry a o.0 se, 40 au4n01 C J wr4n4n N -.- -NM] 04- 2 / 0 • OHFO Section Detail OHHFO Jomb Detail OHFO w/ 3 Headers § , $ B s&I A 2x12 Header 2x6 Head jamb m td O 0 N di0 a U ❑t C U c -00 N V 0 y CU A'0 L LT) N d' a C C X v30 NN N 6 0 N tT to (-4 L Iw C1/41 N a a 41 • • N •- a Ca O d 41 .p C [O] c = 2c VU'1 nO• • `t uv Np i 4t o � 4.-n .0 u0 0 oln 4.3 UO u U 0 7.. � c a u x O� 3 0 O a U 0 0 ..' 43 0 Zejv0CU E ..d o ❑ c 0 ❑ 0 N my0 0 »..+ �Ec00 Cr) 0a 0 N C0 0 E�Lt 4 0L0 SECTION AA E O Cj Side overhead frim (W8-37). Sides only (0 X N c 0 0 L T 0 E a 0 U 2x6 Track mount Overhead door SECTION BB 0 O O v..-. 151-- E cc z o 0 3000 .ov '-W Q w p 0) 2X8 T&G Plank N o.I 0 Cv Q. EDgoE 0. O u ,._.6.yU o ❑❑00t O O L r ol c 4• )7 U O- u c .0 z 0 C o O 41 N Q 0. 0 V ❑j U c :7= -Mu 4) 41 EEN O 47 4j Sidewall OHEO w/ Dutch Co O a. 0 z O 6 a A CO N 'V o ,01 INSPECTION WILL NOT BE MADE UNLESS THIS CAR IS POSTED ON THE JO 24 HOURS NOTICE REQUIRED FOR INSPECTIONS BUILDING PERMIT GARFIEtD COUNTY, COLORADO Date Issued .)Zoned Area Permit No..:. IA ‘4P4N} 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. Use °'i Addressor Legal Descriptio Setbacks Front Side Side Rear This Card Must Be Posted So It is Plainly Visible From The Street Until Final Inspection. INSPECTION RECORD Footing , y Foundation Underground Plumbing /u x Insulation Ai Rough Plumbing (t/ii Drywall /V4 Chimney & Vent /VI Electric Final (by State Inspector) %z4 3 'S Gas Piping ICEIBEE Electric Rough (By State Inspector) Septic Final L i • Framing�`, / •J/ - /;-/ (To include Roof in place,; d 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. APPROVEDDO NOT DESTROY THIS CARD Y 1041044aiP IF PLACED OUTSIDE - CO R WITII CLEAR PLASTIC