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Home My WebLink AboutApplication- Permit' w � GARF ELD COUNTY BUILDING, SANITATION and PLANNING DEPARTMENT 109 8th. Street, Spite 303 Glenwood Springs, CO 81691(970) 943-8212 kb Address oLtW ei Cpgldsa_ Nature of Work Building Permit Use of Buiidin Owaer No. 8028 Ara Contractor Amount of Permit$ ,34#411(--- /s-rtA?%.1/4-kt- o 8‘,R.5O IST3. 3 /58'3 . 03 GARFIELD COUNTY BUILDING PERMIT APPLICATION :iLE.PHONT.' (970) 94 "I -R212 GARFIELD COUNTY (GLENWOOD SP/LINOS). COLORADO INSPECTION LINE (970)384-5003 PERMIT NO g dr PARCEIACHED! JLE NO JOB ADDRESS eY. 3t i 5 11-T - 1 LOT NO BLOCK NO. SUBDLVFSION,EJOE_' fP'fION 2 r cFrppi �if)�_,k �'o� AlnIFa 4J2c) 32v$b EZ l� n1 L?� 35+1t 1 .rK A ,Ls--sJ 3 ,na 4 /lAocamarA /1 elf NO I, 4 ARclffuVENG03311 ighal.44.,..... 64 et, ADOfiaa m 111: VO 5 +a R of 111.111.1)1305 1 . O ll BO F: OF LW I L ^ C �� IL lYJ} maw No OF FLOORS ••• 6 ME OF UM:OKI Cegiy:rJ 7 ,.S.�, ' MP l d 1 ....t._ _`' 8 a.N.Sa FORK , 0 .• .4 oAL a :,,C.% f 1311.11180,1E 10 all \ AY 1.1341:1T6? 5 9 -,co b r`(' erre gr.ACIE DnFanu corm, :4711 mi*: vALLIA71ON Or WALK. 1 , o� so ou,: AQR3rED%AMAIN:FA 1 g 7 760. as �� Mererlaak A SEPARATE COLORADO MS PFRMTT AL7TJJOAI/PJ) WORK IS AFTER WORK I IIERFBY KNOW THE GOVERNING HEREIN AUTHORITY IORI]Y LOCAL CONSTRUCTION. Swot= of Dept NOTICE F1F.CTRICAI. PERMIT 1S REQUIRED AF.D MUS1 8F. IWZUF0 RY THE STATE OF BECOMES NULL A}.1) VOID D WORK OR CONSTRUCTION I5 NOT COMMENCED WITHIN 110 DAYS. OR IF CO\STRUCTION OR SUSPENDED OR ABANDONED FOR A PERIOD OF 110 DAYS AT ATY TIME 1S COMNONCED. CERTIFY THAT 1 HAVE READ AND EXAMINED THIS APPLICATION AND SAME TO BE TRUE AND CORRECT ALL PROVISIONS OF LAWS THIS TYPE OF WORK WO .1. BE COI.O1-.ED WITH WIIE1HF.R SPEC}FLED OR NOT. THE ChLAITING OF A PERMIT DOES NOT PRESUME TO GIVE TO VIOLATE OR CANCEL. THE PROVISIONS OF ANY OTHER 5 [Alt OR LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF �[� DLL ��3 _0 PLAN CHECK FEE1 EG y. S 3 PERMIT FEE1 e 6 8 ..s - U TOTAL FEE'p� DATE PERMIT ISSUFJ): .-i/ f S e / ,03 OCC C3LOUPA �� CONST TYPE. : R f IY/1 ZONINGS SF7BACK5.. -- Ower, Coeeadw of air orznad meal ll�.i reed and •.. -- . •• •; • above. Je Irk . / 4-./ J ' HOME. ISDS NO. at FEE k +. _ �, Q I r Met , Appro tVDua Plmo* Dept AGREEMENT MSFT PFR_M1SSION IS HEREBY GRANTED TO TILE APPLICANT AS OWNER CONTRACTOR ANTIOR THF. AGENT OF THE CONTRACTOR OR OWNER TO CONSTRUCT THE STRUCTURE AS DETAILED ON PLANS AND SPECIFICATIONS SUBMITTED TO AND REVIEWED BY THE BUILDING DEPARTMENT. tN CONSIDERATION OF THE ISSUANCE OF THIS PER.MTT. THE SINNER HEREBY AGREES TO COMPLY WITH ALL BUILDING CODES AND LAND USE REGULATIONS ADOPTED BY aARRE D COUNTY PURSUANT TO AUTHORITY GIVEN IN 30.21.201 CRS AS AMENDID. THE SIC LNER FURTHER ACES THAT IF THE ABOVE SAID ORDLJANCES ARE. NOT FULLY COMPLIED WITH IN THE LOCATION, ERECi1ON. CONSTRUCTION AND USE OF 1Tfl ABOVE DESCRIBED STRUCTURE., THE PERMIT MAY THEN RE REVOKED BY NOTICE. FROM THE COUNTY AND THAT THEN AND 3}WRE 1T 5}LA}L BECOME MILL AND VOID THE ISSUANCE OF A PERMIT BASED UPON PIANS. SPECIFICATIONS AND OTHER DATA SHALL. NOT PREVENT THE BIDDING OFFICIAL FROM THEREAFTER REQUIRAAG THE CORRECTION OF ERRORS IN SAID PLANS. SPECIFICATIONS AND OTHER DATA OR FRO PREVENTING BUILDING OPERATION BELNCi CARRIED ON THEREUNDER WHEN LN VIOLATION OF THIS CODE OR ANY OTHER ORDINANCE OR REGULATION OF 11BS JURISDICTION. THE RF.VTEW OF THE SUBMITTED PLANS AND SPECIFICATIONS AND INSPECTIONS CONDUCTED THEREAFTER DOES NOT CONSTITUTE AN ACCEPTANCE Of ANY RF.SPONSIBILTIIES OR LIABILITIES BY GARFIELD COUNTY FOR ERRORS. OMISSIONS OR DISCREPANCIES. THE RESPONSIBILITY FOR THESE ITEMS AND IMPLEMENTATION DURING CONSTRUCTION RESTS SPECIFICALLY WITH THE ARCHITECT, DESIGNER. BUILDER AND OBER. COM! WTS ARE INTENDED TO BE CONSERVATIVE AND IN SUPPORT OF THE OWNF R.S Da-ERE-ST Garfo<oo3 q 1 Iff.REI;Y ACKNOWLEDGE THAT i HAVE READ AND UNDERSTAND THE AGREEMENT ABOVE. (ENTTIAL) sal al%, J 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; 5. M1 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 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. 1 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 # lirA. 1A14-oulf )JectioQ b--i-o) Signature Date bpcont 4(-11)'-t-Kmb 'ewe'v /Q0 Or 69;0D= //7, o .0) 0ts2-c1k. 20b 1C ► a zip 00 #6?6i 16o.eD fir2-9‘A:± Ee6 .5o -56 ti. 53 T /Sg3 , 0.3 5 1 t District: III Road: 313 Permit #: 254-00 D GARFIELD COUNTY APPLICATION F O R DRIVEWAY PERMIT Application Date 08--24 WID I, BOB RAMSEY (herein called "Applicant"), hereby requests permission and authority from the Board of County Commissioners to construct driveway approach(es) on the right. -of -way of Garfield County Road Number 313 adjacent. to Applicants property located on the 313 side of the read, a distance of 7,3 MI mile(s) from CR 313 for the purpose of obtaining access to Applicant submits herewith for the consideration and approval of the Board of County Commissioners, a sketch of the prnpose,d. instal- lation showing all necessary specification detail including (1) front- age of lot along road, (2) distance from centerline of road to property line, (3) number of driveways requested, (4) width of pro- posed driveway(s) and angle of approach, (5) distance from driveway to road intersection, if any, (6) size and shape of area separating driveways if more than one approach, and (7) setback distance of building(s) and other structures or improvements. GENERAL PROVISIONS a FTRST: The Applicant represents all parties in interest, and affirms that the driveway approach(es) is to be constructed by him for the bona fide purpose of securing access to his property and not for the purpose of doing business or servicing vehicles on the road right-of-way. SECDND: The Applicant shall furnish all labor and materials, perform all work, and pay all costs in connection with the construction of the drivewayts) and its appurtenances on the right-of-way. All work shall he completed within 30 days of the Permit date. THIRD: The type of construction shall be as designated and/or approved by the Board of County Commissioners or their representative, and all materials used shall be of satisfactory quality and subject to inspec- tion and approval of the Board of County Commissioners or their representative. FOURTH: The traveling public shall be protected during the instal- lation with proper warning signs and signals and the Board of County Commissioners and their duly appointed agents and employees shall be held harmless against any action for personal injury or property damage sustained by reason of the exercise of the Permit. FIFTH: The Applicant shall assume responsibility for the removal or c)earRice of snow, ice or sleet upon any portion of the driveway ap- proach(es) even though deposited on t.hA driveway(s) in the course of the Cnunty snow removal operations. SIXTH: In the evPnt it hecomRs necessary to remove any right.--of-way fence, the posts on either side of the entrance shall he securely braced before the fence is crit to prevent any slacking of the remain- ing fence, and all posts and wire removed shall be turned over to the District Road Supervisor of the Board of County Commissioners. SEVENTH: No revisions or additions shall be made to the driveway(s) or its aPourtenances on the right-of-way without the written permis- sion of the Board of County Commissioners. EIGHTH: Provisions and specifications outlined herein shall apply on all roads ender the jurisdiction of the Board of County Commissioners of Garfield County, Colorado, and the Specifications, set forth on the attached hereof and incorporated herein as conditions hereof. SPECIAL CONDITIONS 30" 15" CULVERT 10" APRON OF 3/4" ROAD BASE RESPONSIBILE FOR 2 YEARS AFTER DATE. OF COMPLETION In signing this application and upon receiving authorization and permission to install the driveway approach(es) described herein the Applicant signifies that he has read, understands and accepts the foregoing provisions and conditions and agrees to construct the drive- way(s) in accordance with the accompanying specification plan reviewed and approved by the Board of County Commissioners. i Signed: l'\Jj 4 (Signature of Applica�rt) '13.CY.313 Pe)B43z Cess r -,-)C. , �v 41641 (c"7' o73i 9 Witness: PERMIT GRANTED THIS n2C1 DAY OF PROVISIONS, SPECIFICATIONS, AND CONDITION STIPULATED HEREIN. For Board of County commissioners of Garfield County, Colorado BY: (Telephone Number) , SUBJECT TO THE SPFCTFICATIONS 1. A driveway approach is understood to be that portion of the high- way right-of-way between the pavement edge and the property line which is designed and used for the interchange of traffic between the road- way pavement and the abutting property. 2, At any intersection, a driveway shall be restricted for a suf- ficient distance from the intersection to preserve the normal and safe movement of traffic. (It is recommended for rural residence entrances that a minimum intersection clearance of 50 feet be provided and for rural commercial entrances n minimum of 100 feet be provided.) All entrances and exits shall he so located and constructed that vehicles approaching or rising them will be able to obtain adequate sight distance in both directions along the highway in order to maneuver safely and withoi.t interfering with highway traffic. 4. The Applicant shall not he permitted to erect any sign or display material, either fixed or movable, on or extending over any portion of the highway right-of-way. 5. Generally, no more than one approach sha.11 he allowed any parcel or property the frontage of which is less than one hundred (100) feet. Additional entrances or exits for parcels or property having a frontage in excess of one hundred (300) feet shall he permitted only after showing of actual convenience and necessity. 6. All driveways shall be so located that the flared portion adjacent to the traveled way will, not encroach upon adjoining property. 7, No commercial driveway shall have a width greater than thirty (30) feet measured at right angles to the centerline of the driveway, except as increased by permissible radii. No noncommercial driveway shall have a width greater than twenty (20) feet measured at right angles to the centerline of the driveway, except as increased by permissible radii R. The axis of an approach to the read may be at a right angle to the centerline of the highway and of any angle between ninety (90) degrees and sixty (60) degrees but shall not be less than sixty (60) degrees. Adjustment will be made according to the type of traffic to be served and other physical conditions. 9. The construction of parking or servicing areas on the highway right-of-way is specifically prohibited. Off -the -road parking facil- ities should he provided by- commercial establishments for customers" vehicles. 10. The grade of entrance and exit shall scope downward and away from the read surface at the same rate as the normal shoulder slope and for a distance equal to the width of the shoulder but in no case less than twenty (2.0) feet from the pavement edge. Approach grades are restricted to not more than 10 percent (10%). M. All driveways and approaches shall be se constructed that they shall not interfere with the drainage system of the street or highway. The Applicant will he required to provide, at his own expense, drain -- age structures at entrances and exits which will become an integral part of the existing drainage system. The dimensions of all drainage structures must he approved by the Board of County Commissioners or their representative prior to installation. NOTE: This permit shall he made available at the site where and when work is being done. A work sketch or drawing of the proposed driveway(s) must accompany application. No permit will be issued without drawing, blueprint, or sketch. 1 • c+> (;ARFIF(D COUNTY ROAD & BRIDGE DEPARTMENT <+> SPEr_.,IA[. PROVISIONS FOR EXCAVATION OF ROAD SURFACE AND INSTALL.ATION PERMIT ##: 259-00 D PERMITTFE: BOB RAMSFY INSPECTOR: SUB -CONTRACTOR: 1) ANY OVERSIZED MATERIAL. (LARGER THAN 10 INCHES IN DIAMETER), THAT IS NOT LITILIZED IN BACKFIl L WILL BE HAULED OFF BY PERMITTEE. FURTHER, ANY FROZEN MATERIAE WILL. BE REMOVED FROM SITE BY PERMITTEE. 2) WHEN A PAVED nR CHIPPED SURFACE IS CUT, IT IS TO BE REPLACED WITH A MINIMUM THREE INCH (3'•) HOTMIX ASPHALT PATCH. A TEMPORARY PATCH WITH COLD MIX ASPHALT WOULD BE ALLOWED, WHICH WOULD BE REPLACED WITH HOTMIX ASPHALT WHEN THE WEATHER OR AVAILABILITY CF MATERIALS ALLOWS THE WORK TO BE COMPLETED. AN ASPHALT OR CHIPPED SURFACE CUT WOULD REQUIRE THE ROAD TO BE. STRAIGHT CUT AND SQUARED BY MEANS OF A PAVEMENT CUTTER OR SAW. A CHIPPED) SURFACE ('UT WILL REQUIRE A SEAL COAT OF THE PATCH WHICH WILL BE FULL WIDTH (1R HALF WIDTH OF ROADWAY WHEN TRENCHES RUN WITH THE ROAD. FnR TRENCHES ACROSS THE ROAD, THE EDGES OF THE SEAL COAT WILL OVERLAP THE EXISTING EDGE, ALL SEALCOATS WILL OVERLAP EDGES BY A TWO FOOT MINIMUM T() INSURE AN ADEQUATE SEAT OVER THE UNDISTURBED PORTION OF THE ROADWAY IN THE VICINITY OF THE EXCAVATION. ASPHALT HOTMIX OR COLD PATCHES WILL BE COMPLETED IN A MAXIMUM OF FIVE WORCING DAYS, WEATHER PERMITTING. 3) WHEN POSSIBLE ALL. INSTALLATIONS SHOULD AVOID THE TOP EDGE OF A FILL SLOPE. 4) INSTALLATIONS IN DRAINAGES SUBJECT TO FLASH FLOODING, WILL HAVE A MINIMUM BURY OF 4 FEET DEEPER THAN NORMAL FLOW LINE AT NEAREST ABUTMENT, WINGWALL, OR CULVERT. 5) INSTALLATIONS AT CULVERT CROSSINGS WILL BE BURIED BENEATH THE CULVERT WITH A MINIMUM SEPARATION OF IR INCHES BETWEEN INSTALLATION AND THE BOTTOM OF THE CULVERT. 6) OPEN TRENCHES AD.IACENT TO THE TRAVELED ROADWAY SHALL. SE BACKFILLED DAILY T() WITHIN 100' OF THE• WORKING AREA OF THE TRENCH, AND SHALL BE BARRICADED WITH WARNING DEVICES AFTER DARK, A 3 FT. HIGH ORANGE PLASTIC FENCE WILL BE INSTALLED DAILY TO KEEP LIVESTOCK OUT OF THE OPEN TRENCH AFTER HOURS. 7) IN AREAS BEING DISTURBED WHERE VEGETATION IS ESTABLISHED, RESEEDING WITH A MIXTURE EITHER BY BROADCASTING, IJRILL.ING, AND MULCHING WITH SEED MIXTURES SUITABLE TO THE CLIMATIC CONDITIONS OR EXISTING VEGETATION WILL BE PERFORMED. USE ONLY CERTIFIED WEED -FREE SEED. NOXIOUS WEED CONTROL WILL BE ONGOING ALONG WITH REVEGETATION. 8) THE PERMITTEE SHOIJL() r..HFCK THE R -O -W OF SURROUNDING LANDOWNERS TO SEE IF OTHER PERMITS ARE REQUIRED, I.E., BLM, FOREST SERVICE. FOR GHRF IELLJ COUNT BY BOB RAMSEY (PERMITTEE) Garfield County Road & Bridge Department P.0, Box 2254 Glenwood Springs, CO 81602 Phone: 970-945-6111 Fax: 970-945-0934 King Lloyd, Supervisor Today's Date: 08-24-1999 Please remit for the following permit(s): Date of Issue 08-24-00 PFRMIT(s) #: 259-00 D Name: BOB RAMSEY Bond Holder: Address: City: ST: ZIP: Phone: Utility Cut Permits -#"s: From: - To: - Total Utility .00 Driveway Permits -#s: From: 259-00 To: 259-00 Total Driveway 15.00 Over Size Permits -#'s: From: - To: - Total Over Size .00 Over Weight Permits -#s: From: - To: - Total Over Weight .00 Fax/Administration Charges: .00 Axle Charge(s): .00 TOTAL DUE -> -> 15.00 For Garfield County: Please Put Permit Ws On Check<J Paid ? (Yes or No) j„.Check #:!� j January 1, 1999 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, sheating, 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# per ft up to 7,000 F.O.S and an 80 M.P H. wind. All sheets to be identified by number and indexed All of the above requirements must be met or your plans will be returned 1 is a site plan included that indicates the distances of the proposed building or addition to property lines, other buildings, setback easements and utility easements? Yes 2. Does the site plan include the location of the 1 S D S. (Individual Sewage Disposal System) and the distances to property lines, wells (on subject property and adjacent properties), streams or water courses? Yes 3. Does the site plan indicate the location and direction of the County or private road accessing the property? Yes 4. 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 0� S Do the plans indicate the location and size of ventilation openings for under floor crawl spaces and clearances required between wood and earth? Yes 2 Do the plans indicate the size and location of ventilation openings for the attic, roofjoist spaces's and soffits? Yes 7 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 level), floor Toads and wind loads? Yes k 8 Does the plan include a building section drawing indicating foundation, wall, floor and roof constructiQr}? Yes Does the building section drawing include size and spacing of floor joists, wall studs, ceiling joists, roof rafters or joists or trusses? Yes 10. Does the building section drawing or other detail include the method ofpositive connection of all columns and beams? Yes 11 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 save down to existing grade contours? Yes 12 Does the plan include any stove or zero clearance fireplace planned for installation including make and model and Colorado Phase IT certifications or phase Ji EPA certification? Yes No 13 Does the plan include a masonry fireplace including a fireplace section indicating design to comply with the Uniform BuildinCode Chapter 37? Yes No 14 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 15 Does the plan include a window schedule or other verification that windows provide natural Tight and v ntilation for all habitable rooms? Yes No 3 16. 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 No 17 1s the location of all natural and liquid petroleum gas furnaces, boilers and water heaters indicated on the plan? Yes v` No 18. Do you understand that if you are building on a parcel of land created by the exemption process or the subdivision process, are building pians in compliance with all plat notes and/or covenants? ni Yes No 19. 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 20. Will this be he only residential structure on the parcel? Yes No Jf no -Explain - 21. Have two (2) complete sets of construction drawings been submitted with the application? Yes V._ 22 Do you u derstand that the minimum size a home can be on a lot is a 20ft x 2011 ? Yes No 23 Have you designed or had this plan designed while considering building and other constru ion code requirements? Yes No 24. Does the plan accurately indicate what you intend to construct and what will receive a final inspection by the Garfield County Building Department? Yes No 25 Do you understand that approval for design and/or construction changes are required prior to the application of these changes? Yes 01\_ No 4 26 Do you understand that the Building Department will collect a "Plan Review" fee from you at the time of application and that you will be required to pay the "Permit Fee" as well as any "School impact" or "Septic System" fees required, at the time you pick up your building permit? Yes ` ` No 27 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 yo nspection one (1) day. Inspections are to be called in to 384-5003. Yes No 28 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 occupancy of the building? Yes No 29 Are you aware that the person signing the Permit Application, whether the "Owner", "Agent of the Owner", "General Contractor", "Contractor" or otherwise, is the party responsible for the project complying with the Uniform Building Code? Yes L No 30. 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 31. Do you understand that you will be required to hire a State of Colorado Licensed Electrician and Plumber to perform installations and hookups, unless you as the homeowner are performing the work? The license number of the person performing the work will be required at time ofapnlicable inspection Yes No 32. 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 permitYour attention in this is appreciated. Yes No 5 a • 1 hereby acknowledge that l have read, understand and answered these questions to the best of my ability. ,04,1(20_ signature date Phone. 70 -Lac- - 3S4'2 (days), Project Name: e- aA" 5 r? t4, ; ^J Project Address: 3 l 3 Notes 970 - C.25- 7 2- (evenings) 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 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 8/00 6 Designate North Arrow • II) O L 'C a4 d u c Z E o va Z 1 Your Piot - Shape to Fit N• cc 1� 0 i L , A y ° 6 of 0 c J ,L 1r �ra,: 3^ 3.25 0 Si• y I Sia t 1 ` •'' • 5. E J ...,.1." i „j • rJ r 1 • U 6; 0 11 f 4�.. -n it" v O 'O O 1 4 • ou eti uN 1 L iA _� Qi +� . 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NOTE 15132 DUs. -1 3211 a SPAN RATED OM MAY BE 3UESTTRlr®Pdit 16' COX PLYWOOD. 4. AT1'AGI 2344 SPF 1660E 1.6E WADS AS m10WN TO OKE SIDE OP TRUSS al nW 100 CCIOACN IMUS NAILS A.141' DSP X 3.0' L011 e r O.G. 2410W9 5. USE 11' FILLER men NEEDED TO 1 I5$1E PIAL WOODTO YM000 ccorraCT BETWEVN TiiU5S CHORD AND Semis. X11 u 13441 3411 3,}11 41.10 • •h r 2-04 =ewe 100 Tc 002 V1ef�L �i -0.32 X13 s f 141120 113 TOOL 10.0 ta►�111 MEM 1 app IC 0.85 11�tTL{ 4.30 13-1 s a 374 100 %PP Server ivz YES We 0.11 ITU 0.72 a RA10.0 Csds UBCa71AM61E6 181 LC LL Min 1111115 - 340 WO?: 115 lb 1571144 1.1 U!lRsti# TOP ONO= 2 X 4 5PF4 11190E 1.3E 50T CHOPIA 2 X 4 SPF -S 1 S50F 1.5E Wll5 2 X 4 SPF atui • • 4.123X4SPF0IMr1a ICACT I8S X1010) 2.1444+0 -7. 4. TABAL07.1 WS Ham 3..7101s1sese 41 I VpiMt2. axle II. -35011NO cur 54 A 1.3 14Lim24=-211 7. r-ION.44.-irk MAD 1.7..14�l Cow 0* SOT C 00:1 2x14.1871. 13.14..72-13. 512. 1-12 Ta11 WEIS 3'1/..69.4.44.4=, 73.14.14 4.12. 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LOAD OAIIII51 tlettdrd A %wow • Vt rlfj drstip; pmwatlf 1 glad READ NOTES ON 77311 AND REM= S1DE IMF ORE Vs8 mg. mai sr to way os twoI meeseh11111.170MOO.evywmerlonMr.e.eg0aaAranrom 10mr►A OrlOhwt r M sow Me Wald wlralll.Irtee.11p el gimpy prommmt mer yaw moom..4e e1 e1.1177lr'471E174717IM.f.10131174..er.n.r,woo Noe a11P!#emia tdr ori rib .rra.0Dow A wep..ly DwAtY Wows Way so nerserem .1.e dm.. 0443.e1 e.ere.r hanger Si mot ea+sa.le oe +nealnMlr tl eam mom w.r.c I sword tanss x+104171eNw4. /74,047 eWee1. Men47 12117117. MOCK .s b.1+s..ww.20.411 awing SWIM. 11114. t w.a10 S 10eea&rI I. see Ilse) i1.lOy beulrltle rad imam S.o.sln.n.er maws hms11rm ow. similar. to cra■.res owe, axiom dl Om 444. 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RPM LAW Cos fOtrtyay '�`C/ TOP DC 1-1•14.[L4•4=2.341.1100. 4415.1905 14-.2104 67.16 ' �J 64 mar/ Qa 2.10a. a •w12 4-1QW. MIS. 641.01335, 1MOTU Tab Eris Au Ma dogwood Mr Vs lard b 1y miss at 25 R Mow roll l,nr. Woo 5.0 #d as arra awa bed NW 5-0 le braltaa Oat dad IN& 100 00 fan Wilms Vaigabse. Oa 2'1 wleaaruy L ea,tlfbn 1 441144d Ited:a et dFrr+eitia 45 R by 24 *WO axpa.ure C AWE 743 pieVPd7LNfa0i ■ sd o of eauloposro alit. itey Ms roam01144 eiblrammo ' 11 wilt it pereas yi4/6 > ser eat a+pnra 4 w11 . 112' twirls/. DOL 11Qi • L M it 1. rd O 43 7f 1.1nie Mali 00.9 thea boon 4~44 Ter a 10.0 end MEM Ohba DO had op.neei oomo weft snob alar o.g twdp ow Tp a Ne. 11.5. 31 MA* w,SJ h.JI1R earAI Oen lar sears) a7%%A 10 b.rt>0 olws ma* d woramw lei 15o 8 to "site 2 seam 0 e1 NiMRr� off JeMIR 4) Th+Tom NO tpwo diehrisd owlet APECINP1 1-1/5 ~I. LOAM CAWS 21•/301,4 NOTES: 1. THIS REPAIR IS TO CHANGE THE TOP CHORD LIVE LOAD TO 40 POP 2. ATTACH W COX. 8TRi. 1. PL11M1000 GUSBUTS TO EACH FACE OF TRUSS MTH 104 COMMON WIAE NAILS 10.148. OIA X 3.0' LGTN a 6' O.C.. 2 -ROWS WTTH MINBAUSA AMOUNT OF NAILS PEN FACE OF EACH Mannt *MOWN CIRCLED. USE SAME NAILS 10 ATTACN PLYWOOD GUSSETS AND SCABS TO TRUSS WHERE SCAMS OVEALAP GUSSETS. AUG 2 9 2�a NNOTL216/32' Evert 32116 SPAN RATED OTB MAY BE SUBSTITUTED FOR Al crop PM/000. 3. ATTACH b4 SPP 11130F LSI "CABS AS SHOWN TO ONE SIDE OF TRUSS WITH 104 COMMON WIRE NAILS ICU MT 01A X 2.0- LOT) ! r O.C.. 2410WS 11 USE 11' ALLER WHEIre NEE0e0 TO INSURE FULL W000 TO WOOD CONTACT BETWEEN TRI/55 cs04D AND SCABS. • 1v • A WARNWG - ve, fesipl parswerera p14 MAO NOTES OM 7711S AND Pm= 31DH BEFORE USE Groat ono br2'isr/ rho AMR61411010. o.eves Ifie 1rr1M•1I1•dsAim. lo 1141043441411 Iowa .+own ti • reWw or table •"nny 11005111144y of ono MU1-m 011e pow io OfMtMs miaow Io fa4dMaio!e.•aver-1.1Wenpoareammodella1/Hrboo*mos*ss1•.e +r1Iasaslrlwr* i I1.n*rwt tram.wImmo.•1Msea ymapw�•w-wwaes�rwe--a QM.* raRMR1 t/46•111•111* - MALS It Ile wg4w9i?f es 11isq rgwr. 7M well fames wooer. tas>oamm war esswL ism% Nem% wag" oar Mama awwl 007w orleq sa++.4 eel "11.611.111141011.1t111.11. lar "Sri Wats k.. tt•deram 1» 1e141r4 dim - ammo Iwo Woos MI MONK NI rooms Oars1 1144100. 2'4 sore MITA h1dll irss, hat. 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' MEM* tw.+IMAat se •lases 430/oh m) of sus iip isA1S pies swiss or tir b NOUN 111112, 4 b Mal* PIN 75.38 OWPM aids' N. d1 b WAN Islet 3r.7r !lb WIaOre 711.'1b•+Biel.tIuwa0.51broaralib4a*1b■ie)ditrK.bM43111 NOM QMb /OW ab,obmatal}arsW.40ft, (ION Irldebit3/.31II"ArAlri)*,30.i1b aPie a.71bwlaaferraaT1ssplit mpvin,10b spill •skit•24.10bape tdOm701, bNMI 'IOW 22waie •1e11 al Jain ii. MTh" buss me errs drip/14%46 Norm' mass aura iliADtr st..aaa s BEST COPY AUG 2 9 2001 WAlr-' N • Verify luigA .yarsouteri red ULM VOTES ON J7IJS AND JIIVE1SE SIDZ J EPORZ USE Dara -u4 e..es uti via+ vino ee.ew.a.s.1H gasps • mewl aur yen js a "mfr_ ,a : tir r rwM.w Medea wZaeleawee,w sa `Seas em %Pa d++•wnrr aoanwrasy door Prm.no w atr pwptrhboweemywo al mina** u nw90eaeatlr at b0416/ a.wy'+er - kg, eeZZ vir#y ir..e1 Nom Intl awill moat et wtt.lFss viae a rarwtw wtr ^Mins't•r.w.ur wow, M Sars Mak? are. ar..e.K.e.. M. wwnpaAaOy K am a+rr. /JAMAS Fef.FECOZ Asan, at tea awes 'mem a gat teaaaaaghtd at a►s •men mrd ler berms• 1aMsd 'ow* woos% owe7r MOM. mr+'. +a.- . spats+., a+d%romp. worn Mai Om IV CO. on .womb condiksom ernd 1-S111.fas{M i i i aid tlr•.Mr Mmrt..m ries a dews beta bra Pugs m.rwy an OrOn&YM Deft, Mow. M s7 I9 M1sk induttrits,bw. BB -29-91 15:25 RECEIVED FROM: AUG29 2001 15:52 211/90'd ZBOVSP6OL6T 01 £6?Tv20L6 p.A7 19702451296 PAIF AS 19r GNIMO d38Wf l PS NJ SO :60 TOW El d3S ** 48.30t0 -0d101 ** 03-29-81 1545 AC HOUSTON • ---*1 G. .210$1:1 SP1 .. - . - T1u4a 107111004 • 4261 (Torn ?No 1D�19792491296 rrj. 4 P.66 O Ip1p 1 SC/ 30 191 D "ffnU; fLG 1+O 1054 ase.l _feM eenlw, vWi Auf ao mo+ Para 0.tp0 1400 t 1186 Sslr 3fit• 12 42 41 40 03 22137 i0 15 311 25 32 31 30 2! 20 Tr 2s 25 24 340 2640 2041 1.:MDws 1149 TQJ. 40A ?COL 10.0 OW. ao BCDL 10.0 wermel TCP Q4ORD 9 X 4 Sf4 i etaeF 1. OOT CHORD 2 X 4 SiF41Ma. 131 OTHERS' 2 X 4 dwf-3 Sled 2.43-0 Agri Rumen 1143 Lumber OIE1imed 1.00 limp Svwt (tier MO Cad. ul1elfree Sp6 TC 43.26 SC (ukt vie 0.15 pm* In dead Wel 1f.141 or+ - '+1 Vsn(11.) see 1 -530 HOWL.) 0.00 22 WO tat tc 1.41411tdse n240 PLATES 1e10U0 11wIghr 1f71! caw 114n23 McCi1Q TOP GM= ng iMeml er 640 c Paw 5CrT DOW Flei4 ael1+O d11uar *OM ar 1S-134 0c truc4p. R81CMOIS obodzo lr3'14f?ib4,sogl Rao0.31a1rRj*4 ,14.11lf 60.1i.1S1ll.O.Q. bgS7,114a.04L 7••1 03016a.3..1 01:80.40101Rl046 -1 41. 1.W2164. irewas.ims.11N1E1m#4.31Qit1 .0.e1, 21•.11001146, 71•feML80, 2}r1 4a, 3S.1Ofs40, 76.1 DieD0o.22E214204 t4-2121*041 Mer PIM Ap-T/(Mrd oris 7� Mel uplM2•.14¢>.d woo 34. x+41 OIua4 sr 14, 302-11 pond -.4 0PWOw4 ar..5). *-'31(1don. 5). 27...11(10.d o..i 4). 811141 And - d•• A-+30 d =me, 41-770m4 4). 41Sr.100eed comm q, aw 1, e11•41(fe•d we Sl. 29.41001vin.3. 7sa.1rA.r ewe* 214-31041•0 caw 5).26..55 1 elm 4 2.04a0ee1 min 3), 734.tialad ow 3), 20.110 t caw fly - 19,4l land Cm Orly TOP d10A1O 1]+34, 2•)'634.4s. ali.41,3.1.53,.7.,64,) . 00.11...tO••40. 10.11•4f.1I-12•-r* -12•-6e, 0.14.-31,14-1344113. iS-10..01,1417•430.17.1,11.10.00.11 &.. 1, 21-22-481, za-avd4 OOT CHORD 1-4,l3, 414m16.4>) 41<1s, 31.40.1{, 3030.16 37 -3041.36 -37n111,28.31.111,61 -39.1D 73•34•i4. fl. 1l. 31-7.15, 30.31.* *.1L28.Z¢10 11 11 21.31 14 Z4(1.1t, 74,26.16-2044.10 13-13•.117.1140-131, ma.134.041a0-13t aafts.133.7 432. e 4 5466, 841•-122.3.d3% 177, 13.33.-131, 14.31+.13$,12. .1* 15 220 32,11.21•.1* 1651-133, *40•1$.3427.422, 31,24`/0 MOM 1) Thin 1.4m hes been dee411.e le 0, mewl lards Dienimid a 111 Mei wtwda rNom pN04lr.d, suing gird am erred *ma palm mild 55 pm Dt7fler4 chest dm/ I d. 100 •i fila ht>R1mr a !!wails. OP Oft 0rch0n0M. ..Y 1, =elm !entered 1M74r._ of dewprllene 421 by 24 R Wes alpi e.r O ASC2 7-04 UPC1117NPRO3 5.11d !wane a 0r =Omen 0.4.1.51. we Hord b wrrad. 5 pew*en edr. 5•.y w net whom - I reed The Lahr 118. Rera.a. W1,113. and 0. )laid ePP Ineren le 1 O 2) Trued 41w44ned fee Mild leads a Ow trialed the eves art. Par duds 4404444 M rind Mayne IDI . ). arc. lanai Sra.a1.d E60 USW a M piElie saw cal MOO =mu it1M.aL• girded 4) Oa1pn eaoydf n agnO'vaa bawl dyed t+e.ih0 3) Odle =ft .l:ewl II 2444= 2144 taus nae a.. Bielermi for r MD pr tow= chard ea ref ewatpeenaee = ~Dm lei= par TOW NO. 16.0. Meat A A'i4M1NG . Vi,* din; pereme+.rr end READ NOTES ON MIS A h -D REVERSE SIDE BEFORE USE da� awre•i.1lhy.r apt Q ateaae w$ WWI pkaw•ara 280011. and b w M trsr+aw moms ~foram 4. WOO NW was weugarp.ApproirAti K.aliat tarae►Ms 4n4 Maw I44404e isin al car4lar:•rh1 +•uor.+erb cyOMNI.a.JAr - ed Lruu nanerw. dam% ,len nor WOO >ri7•11 a 1181183. .Y +.OPP,. 0.11 4afihra' ENNr•yW%' ar.e•w ti %Sari 7Ma. V .Ma! tan•wraah OP* 'N•PPnIeSOPI de *4 Inca.. 14+ dans )•r4rarx Wale' s' OA 0It teveaN f'- .a. Ow W0001 H MOS bayeaa M WOO !•1rwss wlad..IialYit n %an, coca& womb. s.nan. Mew .4llr%4a6 reset 05T41 Owns WON, Od05. Ba Meadr.p lrrleeawlh, awa 100.111 ...411q yawateatan and elle., Ol.asea*4Ww. ■.Area POO bora P. n4etrs, a3. ntMsbb OHIO, M.a.aR +s! m1! faa' Mir& 6rdostrks, Inc AUG 2 9 21301 05-29-01. 15:23 RECEIVED FROM: i.. r -3.h WWII $W' C -r P. Oa 19702491296 PAGE.06 L0'L0'd MOVS1760L6I 01 £6z21d2046 12f aNUdO d3RI.T1 PB dJ 90:60 T00? ZI d35 00 Reete • airs., :1 ii 28 qLs ioNAt. 98-29-91 15:46 AC HOUSTON illprftllifiUG.21.2121017.1.129Etigignimpipmeinmert,. ID -19762491296 �,.. ` i •�ar,.4 r.D Jet 10771034 • RIM 0E1 .0 MOU TDf .MMON 49E. 04.111461 Yana V192 NOW WM 2 1 SC13019 1 D 4m1 sm.i,alf real /aar. W.rINV 111:Zdtbaa2DOT rarrlae Trsell.dalad aw....r.a. (W Woo) of awe lo X111. rnMM.atI1111a1arey Map amnia nto 2.21 !blip' aldw 312. 11 1D apelo+ ad. 36 03 papal a *Pt 311. ,1a91Y141Jan 35, 314welt Wipes j7.31awMplala4sr*1.111 MU.lab ,pRRd4e.=belgaul}eh41,mb1tnd0s14412.bu silted ]2.0/ b uOHn as /1111! r. ]1 b a lb EOM in lobe Zs, 31 id MN a 37.10 b rarrl d OW 26, S1 le ma a pie Z. Nib uoilt d lan+ rea �q u9ii1 aA* Zit 1j Tt4r 111..r has boos diiyr-- x111811 11X111171 iia 1.0k0 COMM Sariffd 1 eivii a AUG Z 9.2A01 SCOU. NG . 9%erltj dery paranleres ers *LAD NOTES ON TRIS AND REV'EP.$CVD8 JEPORE USE Dour nista :saw/fee wTa. swaabnori 1*r amp r barn lag .lpfOr Fromm wage- -- r Melo Indmaarl 1vaA9 tb 0ine.1 b be +1(MIM1 an/ Manse raa++laalr• as neIe111r d date 01aMY/11Pe maps laaverafr i O< anemia a w.prraalarx mai Papal - mot ava n a+ lQ elan b Wawa •Haab ar l'arsol•A nal 4i0Y.o' DiwaiwNY %ream Y Mows ganef1IVTOtAalaa'alsi b Iaw imanasair a at a'fia- \+ Aa aMa11 moment brea k, V t.. sera9 aalsaa.a >s m'nram." d ear Mara &Vow- Par WC* swans tebtV IA. malty 081100.'10m I. Opfterp mar. fan wags. mare" a2T44 aarp s/rrlra f 111o.n s grOellaa . w IniT iterdllas an.utaaaal sal ..aaIf? U IU ,.-.afaa &agar aay.l+�paa •pan Ir4baR 7s 0'0!101110 011.4 swarm 1R prrai AT4* Imisaries, 411. 55-29-91 15:24 RECE I vCD FROM ew r. •1Q 'X a./ 1 S: 67 L0iT0'd e80bSb60.61 01 E62ETPZ02.6 p.65 19702491296 PAC>E.07 1af ablad0 2i3HL.r'1n P8 dJ 20:60 TOW ZT d3S - Them ;10779D84 S1 TruasType r ROOF TRUSS 74.C. HOSJbtOfdMORTROSE, CO. 8140 -0.10-0 7.3-4 0.10-0 SCAB FULL MEMS ONE FACE 7-3A ER 6.00 18" GUSSETS 4 4.201 14-0-0 2x4 .\\ 3 8-10-12 84.12 4x8 II 5R' s Jur 17.3-0 3-3-0 6" x4. GUSSETS v GUSSETS q 2x4 II VIM Wopinto la') -MTerIndustrree. Inc. Wed AUG 291.3.55-07 MI Page 204.11 23.10.6 F 28-0.0 2t-10-0 3.5.11 3.3-11 SC 134191,83 TYP EACH FACE 3x4 vI;>Y■!uYrr''I zel2=11 ram= 1.0 :iamma.1 3x4 10 6 4-1.10 0-10-0 Scale - 1:56.: 3x4 30' GUSSETS T y r 36" X 18" GUSSETS 14 4x10 = 17-3-0 SCAB FULL MEMBER 2x4 II 13 ONE FACE 2x4 11 2^$•15 3.0012 23.10.6 28-0-0 3x12 6.10-12 6.4-4 3-3-11 3.3.11 41.10 REPAIR NOTES: 1. THIS REPAIR IS TO CHANGE THE TOP CHORD LIVE LOAD TO 40 PSF 2. INSERT 2X4 SPF NO. 2 OR BTR. MEMBERS, CUT SNUG TO FIT, AS SHOWN )SHADED MEMBERS.) 3. ATTACH W CDX, STR. 1, PLYWOOD GUSSETS TO EACH FACE OF TRUSS WITH 10d COMMON WIRE NAILS (0.148' DIA X 3.0' LGT) @ 6' O.C.. 2 -ROWS WITH MINIMUM AMOUNT OF NAILS PER FACE OF EACH MEMBER SHOWN CIRCLED. USE SAME NAILS TO ATTACH PLYWOOD GUSSETS AND SCABS TO TRUSS WHERE SCABS OVERLAP GUSSETS. NOTE: 15132" EXP. -1 32116 SPAN RATED OSB MAY BE SUBSTITUTED FOR Ya' CDX PLYWOOD. 4. ATTACH 2x4 SPF 1650F 1.5E SCABS AS SHOWN TO ONE SIDE OF TRUSS WITH 10d COMMON WIRE NAILS (0.148' DIA X 3.0' LGT) @ 6' 0.C., 2 -ROWS 5. USE '5 FILLER WHERE NEEDED TO INSURE FULL WOOD TO WOOD CONTACT BETWEEN TRUSS CHORD AND SCABS. Plate Offsets (X,Y1: 11:U -8.0.17-D-51. Id -0.2-9.0.1.51. 112:0.5-0.0.3=1DI. T14.0 0 9. -1.111 LOADING 1 aft TCLL 30.0 TCDL 10-0 BOLL 0 0 BCDL 10.0 SPACING 2-0-0 Plates increase 1 00 Lumber Increase 1.00 Rep Stress Incl YES Code UBC97IANSI95 CSI TC 0.82 BC 0.86 WB 091 DEFL in floc! Ildefl Vert(Ll) -0.32 13 >999 Vert(TL) -0.58 13.14 > 574 Hen(TL) 0.32 8 We 1st LC LL Mint/den - 240 PLATES MI120 Weight 1151b GRIP • 197/144 LUMBER TOP CHORD 2 X 4 SPF•S 1650F 1.5E BOT CHORD 2 X 4 SPF•S 1650F 1.5E WEBS 2 X 4 SPF Stud 'Except' 4.12 2 X 4 SPF•S 1650F 1.5E REACTIONS (Iblsuel 2 -1464/018. 8.146410-18 Max Herz 2. 78(load case 4) Max Uplift2 - •250(load use 5). 8 - •25011oad case 51 FORCES (Ib) - Fust Load Case On(, TOP CHORD 1.2.14. 2.3 - •7217. 3.4 F • 1996. 4.5 - •3555. 5-6.-3555. 6-7.-4233. 7.8.-4707. 8-9.13 SOT CHORD 2.14.1971. 13.14.-0. 1243.83,S -12.-26Z 11•12.3893, 1411.4177. 8.10-4277 WEBS 3.14--469, 4.14-62. 12.14.1833. 4.12.2490. 6.12-•638, 6-11-233. 7.11 .-365. 7.10-73 NOTES 1} This truss hu been designed for the wind Toads generated by BO mph winds at 25 ft above ground level. using 5 0 psf lop chord dead load and 5.0 pat bottom chord deed load. 100 mi from hurricane ocesnine. on an occupancy category I, condition 1 enclosed budding, of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per UBC97JANS195 11 end verticals or cantilevers exist. they we exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) This truss has been designed for ■ 10.0 psi bottom chord live load nonconwnent with any other live loads per Table No. 16-8. UBC -97. 3) Beari -'g at 10,11181 8 considers parallel to grain value using ANSI/TPI 1.1995 angle to grain formula. Budding designer should • verity capacity of beefing surface. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 250 lb uplift at tont 2 and 250 Ib uplift 111 tont 8. 51 This truss has been designed with ANSITP1 1-1995 criteria. LOAD CASEISI Standard BRACING TOP CHORD Sheathed or 2-10.5 oc push$. 807 CHORD Rigid ceiling directly applied or 10-0-0 Pc bracing. AUG 29 2001 A)44R.VIA'G - 4.,,,f, /lPergrt Iiutome' lerc chid READ 11'rl/'F. S' ON /ll/1' .).5'1? R/ 4'ER.11-- SI/)1: BFFr)RE VC!: OeslQn .arid 101 use only 1.101 IA1Te11 corrector, !Ns Ietegn rs based only n,7on paranotors sno-n, ark .s 101 an .nd.houal buduny conprronr to be ...stalled and loaded vo-1lrauy ApOI.cabl.ty 01 design 0atormtore and proper .scorporauon o: cvrrponent n 1e5pon5:body 01 building aas,yner - 01)1 truss designer Bra0ng shown .s:01 1311,131 supp0e 01 .n43.1ua1 wob memoars on•.y Addi:.onaI re:npelary 1-.•aung 10 ^sure Stabd.ty aulmg con5troo.on .S IS resoodsibr+rry 0n 103 e,acror Add ho -ah permaneI brac.r1 01 the overau structure n me .ospocsrb,lay or Ple budding 0as.gner Tor general gt,Adnce tegantn9 labr cal.on, ivat.", coned. swag°. dotwery. erecl.On, and Drac.-r9. tonsun QST -H Quality Standard. OSB - al Bracing Specification, and 0118-111 Handling rnetellailpn end Bracing Recommendation 3.1a.I3b13 Irom tease Plate rnatN,ra, 593 D'Onolrio 0,131. Lladlson. 59153719 MiTek Industries, Inc. T • 41xp‘ 1 Ag )°: g63 1 0 9 D 47 ffx a a 0 D il n U C p C a 0 �_... • n ` cD K p A oN oN paa 22g _ ,a a -- R do �.c, 0m oag <w0 c0 o p o m � m ci. p' O' m p a Cr p O T} O 6 0 3 cw 0 O n p O O O O Q co — O TT c 7 �' �' m fl O �cm C� O(D p Q p m rn a O a Q g 5 ,a 6 c m 0 P Z A r> 1Z 2 n033co _>> - ' 0 0 o m oaNRo g. 2 0 s'm a O a 7' 2. eD O, O N D 0 - m a K ' PLATE LOCATION AND ORIENTATION 3 Q isT dH1IG/DSIM N -090016'N -£100£6'N -0700L8 n m n O 0616 'L 1298 '90ZL8 ZZ617 '6Z£ t ' 16S 1 82-16 'SL -99 '£6-99 S1YAOtlddd 3000 31dld dOLD3NNOD WEBS ARE NUMBERED FROM LEFT TO RIGHT D> 7o8 c SOD 525 y T m C Mho y 70 m (E T m m n r r. 6 Z,' H N O m 6 TOP CHORD TOP CHORD wejsAS 6uuegwnN [n a W N -- O co .., "O D° o'S ° o° °$ gE v N'() -voc of c DC oo'� on o - g_Q�., -- 3 o� E c o m n. 0 m 3 ao 0 5o �1 m Q3 � ? . �'0 3c E g.0 3 m °- R° ?�Q ck�° onJ ��^ om m3 �O- as. Q A- o o N -ca3 nO m-gg cflz cpg- Z og : 5o0 '3 3.a it m V` c a ! C m n 7- an a. mcn_ Q�x en° �O aD m Q�]m 1 oQ o0 4m o ma 3m �$� oQ� �� ,�0 3 man O g oa o0 00 �0 oda �3 m� 5:�. Qyo m -o �� o3m a�D O Y+ n 3m °� �Qa m ° �g 3m an g:-. �o'� 3 O !R om 3 m, aim E c co o -o Q� g� ��,g° o o�m �_ o p p m Q g o 0 3 3 m a 7 m 0 O of n �O� y$ O �. 0 O'er �� Qf ° �O ^o eQ g 0m 5 Q I tr mm 3 ° a m om g o—n c 7� a)a. as o O'} a o a.� �.o a� hoc 3= a Do �• �� p O c/i o a o m 3 • , o o n m° c 0 o ffa. ca_, �� n ma o ° on m �,�� Q O, Q „,.' O 7 Q O C� � a §.� 00 ^ p a g R. 3 O � O -. (76 a 5 a C Q C0 a .Q! m • o p ° m3 (5 -A• a °_ c o am 05 c 0 m. m H° _� �a 3N aom o_ 3n on �� SZ� • Q] m m Q 7 A' j O• Q Q m 0 T O of Q + m P. O N g') C c O m m O m a a mo L ca co 7 0 O• tjo p m S c� as E a.a D o 5n' 1 10779D84 Truss Ti Truss Type ROOF TRUSS Qty 18 A C 1:104]STOA MONTROSE CO 81401 18' GUSSETS 21 7.3-4 7.3.4 SCAB FULL MEMBER ONE FACE 500f17 2x4 \\ 3 14-0-0 64-17 4-201 PI 7 [loot tonal) SW s Jul E 2001 MITA Industries. 1- 4x4 = 4 20-0.12 648.12 }- - SC 130191 B 8263641 Inc. "WeU 29 13 56:08 200 T P. 28.0.0 7-3-4 SCAB FULL MEMBER ONE FACE 2x4 5 �•*�'••.•� 18' GUSSETS eahr 1 1 2M0-0 0-10-0 Scale • 1.55 .7 9-6.3 10 3x4 9 8 3x4 3x4 18-5-13 TYP. EACH FACE 9-6-3 8-11.11 28-0-0 9-6-3 5 67 }'late Offsets IX.Y1; 1.:0.8 4,0 U 51. Ib.0 S 4.U•0 6T LOADING (psf) TCU. 30.0 TCOL 10.0 BOLL 0.0 BCDL 10.0 SPACING 2.0.0 Plates Increase 1 00 Lumber Increase 1.00 Rep Stress her YES Code UBC97/ANSI95 CSl TC 082 BC 0.85 WB 034 OEFL in OW IIdefl Ven(Ll1 -0.22 8-10 >999 VertITL) -0.47 8-10 >703 HorrITLI 0.07 8 nla 1st LC LI. Min Ildefl • 240 PLATES MI120 Weight: 97 Ib GRIP 197)144 LUMBER TOP CHORD 2 X 4 SPF -S 1650F 1.5E BOT CHORD 2 X 4 SPF -S 1650F 1.5E WEBS 2 X 4 SPF Stud BRACING TOP CHORD Sheathed or 3.4.13 oc purlins. 90T CHORD Rigid ceding directly applied or 10-0-0 oc bracing. REACTIONS IIb/iiia) 2.1464/0.3.8. 6.1464/0.3.8 Max Hui 2 •-77(load case 3) Max Uplift2 •-250(load case 5). 6 •-250fload case 51 FORCES (lb) - Fust Load Case Only TOP CHORD 1-2-14, 2-3.-2202, 34.-1905, 4-5. • 1905. 5.6 • •2202, 6-7.14 BOT CHORD 2-10-1957, 9-10.1335. 8-9.1335. 6-8.1957 WEBS 310.470. 4.10.687. 4.8.687, 5-8.-470 NOTES 11 Thu truss has been designed for the wind toads generated by 80 mph winds at 25 ft above ground level, using 5.0 psf top chord dead Toad and 5.0 psf bottom chord deed load, 100 mi from hurricane oc amine. on an occupancy category!, condition 1 enclosed balding. of dimensions 45 tt by 24 ft with exposure C ASCE 7-93 per UBC97/ANS195 11 end verticals or cantilevers exist, they are exposed to wind. I1 porches exist. they are not exposed to wind. The cumber DOL increase is 1.33. and the plate grip increase is 1.33 2) Rua truss hu been designed for a 10.0 psf bonom chord live load nonconcurrent with any other Irve loads per Table UBC -97. 3) Provide mechanical connection (by othersl of truss to bearing plate capable o1 withstanding 250 Ib uplift at loin; 2 and 250 Ib uplift at point 6. 4) This truss has been designed writ' ANSIITPI 1.1995 arteria. LOAD CASEIS) Standard REPAIR NOTES: 1. THIS REPAIR IS TO CHANGE THE TOP CHORD LIVE LOAD TO 40 PSF 2. ATTACH A' COX, STR. 1. PLYWOOD GUSSETS TO EACH FACE OF TRUSS WITH 10d COMMON WIRE NAILS (0.148' DIA X 3.0' LGT) @ 6' O.C., 2 -ROWS WITH MINIMUM AMOUNT OF NAILS PER FACE OF EACH MEMBER SHOWN CIRCLED. USE SAME NAILS TO ATTACH PLYWOOD GUSSETS AND SCABS TOTRUAUG�j TS. NOTE:S 51S 32E EXP. -1 32/16 SPAN RE SCABS PRA ED OSB MAY BE SUBSTITUTED FOR 'A' CDX PLYWOOD. U 2 9 200 3. ATTACH 2x4 SPF 1650F 1.5E SCABS AS SHOWN TO ONE SIDE OF TRUSS WITH 1 Od COMMON WIRE NAILS {0.148' DIA X 3.0' LGT) @ 6' O.C., 2 -ROWS 4. USE h' FILLER WHERE NEEDED TO INSURE FULL WOOD TO W000 CONTACT BETWEEN TRUSS CHORD AND SCABS. A1VARNING • t'r•rrf. drsi.in pent. rrr•lrrt arid REA!) NCO EA' O:1' !711.-5' AND R1:1'ER.SL S)1)f )iLFORF: L'.5F. Oas.yn v2r0 pm .se 0'1 7 r•".h I1ITsY c0nnrxlors 1 n.s OCI'gn n ba5.00 Orley upp-1 pararreters shOrm and is 111 an mdrr•dVal 1 J Idmg r0'npen0nr le be mslal ed and Ioaden werl.CAI:y Applrceh,hty o' dos-.qn parameters and proper rncorpora}0r o1 comportsm i5 rasponsrbrIr y 04 burldmq designer - n0111. 95 deorgr•er Bracing shown is :Or lateral nuppOn o' mdrv:OUOI rico mamters only AOd,'ranal temporary 0raunq r0 ''sura s1ab.I, y dur.•19 conSrrGCGOr' la Ike ,espo�',brhty of Ne art l0l a, Addnior'd: OOrmanen' bracmq 01 rhe 0,144.1411 SlruCIWO .5 Ih0 respb1S'lblldy 01 ria b j ding de9SfeI. Fpr go-Rra' q,. dance regard ng laohcai o•l. cuariry coorr01. srdra9a. oeb,-ory. sternen. ano tuac•r-g. c0nsuu OST•$S Ouaury 9undaro. 0S8- Ile Bracing Sp.Cllicalion. and 41IB-91 Handling InITatlallon and pricing Recommendation available ho -n Imam P1111 Inealtute. Se) D'Onolrlo Drive. Yecheen. WI 13719 MTek Indusft'1es, Inc. 1 a a n 7O 7 Q z 0 0 O a 2. n C_ • ° o Q ° • o ] o o o D SQ c. 0 a 9N1Z Yd wanly; A 'a N ga ll zg o' a.2 5 am' ° 2i --0 �; O tD Q 0 3 0 G p C ^N5 3�+ 03 ▪ CL..X O a a n a g a= v .n. c y m p p a_ , co, O (b_ Q a. p Q n 0 a ° o' CD ] O N ] 0 O f-15, SD N °^-5 6a0 Qfn 0 m n a o 4 0 N SD ° m c 2 P 2 = cr —.ter. z . g. - N ;O • w 0O z 8 Q z 0 c 0 • -0 p a n o a E -, O O• 0 O 5. ' Saco -• j' (0 ° O 5(I V J O c C (cc- 5 ay o • D a< NOIld1N31 JO QNV NOW/0O1 31trld cn 3 0- 0 N • co n 0 co z D z T D n O �o m ci g n m w D ✓ T D V 0- 0 N 00 1H9121 01 Lai W0111 a31d3BWf1N MY snit, 0 03 `0 2 0 0 P TOP CHORD TOP CHORD 0 weisAS 6uIJegwnN it)cr a w ry o :o 0o 4 o• cn a w N -,(3 $=c opo scc ac ao'v on o E • �� ° o ° f c' m ° 3 a �Q ma 7 g9 ] .a8 c f 0 3 p a O$ n Q o (a Q s. Sp m `� Q Q o Q a m prp m rt oa o 11 � o� 2. �o o'm° 3 `"° p• $o m@m °m7 2 a3 3 amo O • S o m m 3 Q. –m� .ca p o m�c Qc Np �0 ° g o 0 3] 3.r $ ac Ha(p +aoi] ogo° • 2om▪ °o gQo S Cr$ o$ m DmocJ Ovg az -8 nO p E F fl'O $$ nm om C m co SN N aD°a N ° CNO VQQi • o • C� j0' 0 53 0 m O Q �O �`� ° �g m 3n07o o'te, 0 Q$ 3 Qn7-4-o• m�a _ D 'Q • D MO 7 m7o0. Q37 m sc. °om @ O ns ° • a • n o mN.Oa • ?Qafl - 6O @ m•4co a p 06-.06-.),. Qo o� m m _Zm7 7 • 5jo t Q n • pm Q > 7 �-m m N L d i 282 ';cul i• /�� r• `611 /ONt, . - jgry fruit 10779084 S2 A.C. H(*IbIUN.1RONU10bE. LO. 51411 41.16 f Isco 5.2-10 5.2.10 True Type ROOF TRUSS 9.7.5 { 14-0-0 OIY Y 7 1 SC 130191 C R26364C !optional) 3.201 SR' s Jul 1 pA.tekindustries. Inc. Wed Jul 23 fTb-U7 1007 Page 1 18.4-11 4-4-11 4-4-11 1 22 -tom 411 1 28-0-0 5-2.10 _L-0 0.10-0 Scale = 1 51 5.2-10 9-7-5 5.2.10 4-4-11 4-4-11 REPAIR NOTES: 1. THIS REPAIR iS TO CHANGE THE TOP CHORD LIVE LOAD TO 40 PSF 2. ATTACH yr' CDX. STR. 1, PLYWOOD GUSSETS TO EACH FACE OF TRUSS WITH 10d COMMON WIRE NAILS (0.148' DIA X 3.0' LGTI @ 6' 0.C., 2 -ROWS WITH MINIMUM AMOUNT OF NAILS PER FACE OF EACH MEMBER SHOWN CIRCLED. USE SAME NAILS TO ATTACH PLYWOOD GUSSETS AND SCABS TO TRUSS WHERE SCABS OVERLAP GUSSETS. NOTE: 15!32' EXP. -1 32(16 SPAN RATED OSB MAY BE SUBSTITUTED FOR Yr' CDX PLYWOOD. 3 ATTACH 2x4 SPF 1650F 1 5E SCABS AS SHOWN TO ONE SIDE OF TRUSS WITH 10d COMMON WIRE NAILS 10.348' DIA X 3.0' LGT) @ 6' O.C., 2 -ROWS 4. USE 1S' FILLER WHERE NEEDED TO INSURE FULL WOOD TO WOOD CONTACT BETWEEN TRUSS CHORD AND SCABS. 14-0-0 { 18-4-11 22.9.6 4-4-11 4-6-11 { 28x-0 5-2.10 Plate OttseTs (X.?). It:(3-z-TT.0-1F91, 1W0.2.11.0.0.91 LOADING {psf) TCU. 30 0 TCDL 10.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 P191es Increase 1.00 Lumber Increase 1.00 Rep Stress Ina YES Coda UBC97/ANSI95 CS1 TC 0.90 BC 0.90 WB 0.43 DER in Roc) Udell VartILL) -0.44 12 >78! Vert(TL) -0.73 12 >458 Hor2(TL) 0.54 8 Ns let LC LL Min Well . 240 PLATES M1120 Weight: 102 lb GRIP 1971144 LUMBER TOP CHORD 2 X 4 SPF -S 1650F 1.5E BOT CHORD 2 X 4 SPF -5 1650F 1.5E WEBS 2 X 4 SPF Stud •Except• 5-12 2 X 4 SPF -S 1650F 1.5E REACTIONS Ob/sue) 2. 1464!0-3.8. 8. 146410.3.8 Max Horr 2.-77606d case 3) Max Upldt2 --250(load case 51, 8 - • 250(load case 51 FORCES lib) • Fast Load Case Only TOP CHORD 1.2.11 2.3.-4601. 3.4.•3847, 4-5--2975. 5.6.•2975. 6-7-•3847, 7.8•-4601. B-9-13 BOT CHORD 2.14.4194. 13-14-4194. 12.13.3517, 11.12-3E47. IC -11.419n. 9-10-4194 WEBS 3.14.95. 3-13-•679. 4.13.289. 4-12.-819.5-12.2310. 6-12.-819. 6-11 .289. 7.11 -•629, 7.10-95 NOTES 1) This truss hu been designed for the wind loads generated by 80 mph winds at 25 tt above ground level. using 5 0 psi lop chord dead load and 5.0 psf bottom chord dead load. 100 mi from hurricane oceanline, on an occupancy category I. condition I enclosed building, of dimensions 45 11 by 24 h with exposure C ASCE 7-93 per UBC97IANSI95 11 end verticals or cantilevers exist. they ars exposed 10 wind. If porches exist. they are not exposed to wind. The lumber 001 increase is 1.33. and the 2001 plate grip increase is 1.33 AUG 2 9 21 This truss has been designed for a 10.0 psf bottom chord live bad nonconcuurent with any other live loads per Table No. 16-B. UBC -97. 31 Beerng st patt(a) 2. 8 considers parallel to grain value using ANSI/TPIgle 1-1995 snto grain formula. Building designer should verily capacity of bearing surface, 4) Provide mocha-ical connection Iby others) of truss to bearing plate capable of withstanding 250 lb uplift at point 2 and 250 lb uplift at (Dint 8. 51 This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASES} Standard BRACING TOP CHORD Sheathed or 2.4.0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. !r=ifs rfrtiXrI rrrrrurnrrr-r5 and READ IVOIESON 111/SAND REVERSE SIDE BERME USF Doyen vase for vsn cvidy *-'h 4!!7711 [+G=na=ws This pes.pn .6 'eased Only upon parameters el.o-n, and .5 Tor an .nervrdu6l huvd.nq c0rr.ponlm to be .nsla:•1d ant IcaCr'd ven.c4lly Apphcab..ty 01 OOS.pn parameters arta proper .ncOrpOrahOn 01 rcrr?ononl .s rescros.ba.ty or 0•.aI0.-1q des.pnor - 101 truss Ces.gner Brec:nq sh0•.n .5 10r 1511161 44PPOrc o1 .90rv6dual web m6mberS 0017 111dP0,10na1 temporary braGrtg t0 insure 5165'.17 during 60nStruchon 15 the reSporISybrlltr Or the erCClOr I ti pet -mane -1 b: adr.q 01 rho overall structure .s the rospons.b.Iny 01 the buddrrq des.pnor For general 9u.danCe reyard.ng 1651 -canon. quahry coved. s;or595. eal.very. erect.on. and bracing. cursun QST -ser amplify Slanderer, DSB• hed,honal pet 09 Breelny Specification. and 1111.91 handling Instellatton and Bracing Recommendation available Iron Truss ,` J Pieta lrtatirtrre. 547 D•Dnotrlo Drive. Medreon. WI 13719 MiTek Industries, Inc. n 5 o a j 0 o � N o a CP: o ° Cr o fa a5 cI a ONIDVB9 1V41131V1 m o X �+ 0 II z e, Win_ 3 sm m 5 3 433 n O • • m 0 0 O n 0 ID • ,43aoan nQ33ro c co ro a)oovC g 4 O 5 ID a, a o Q o O n 5 g 0 c C eT 0 -a a a -c NO11VIN31d0 CNV NOI1%*01 31L'ld 3 0• 0 - N-020016 'N-CI00c6"N-OVOOLS CD 0 O n D D S1VAOdddv 3000 31Vld dOID3NNO0 WEBS ARE NUMBERED FROM LEFT TO RIGHT. TOP CHORD 0 weisAS 6uuegwnN E: N d -0 CO _V 0 U A W� N y 0.. -^. w °a 1;1, VP o0 n.Q. ._0_.b.0 0-, N❑c 5.: �'C) oc r Q = pc'c flc .o v on oc - E as o f 0 0� m 0 N$ 3 a0 ❑ �❑ a' a3' j �'o �o S 3 C 5 0 0 0 0. o n 0. g m n m 3 D m CT . m' o n ro . o C n ° 0 �3 �rg -•bng 0, c ,a- "4 '� 06 A. S❑I , - ma- ° m_ 0 Q aQ oo n� ❑0 jog �a aa� aro u.'V�• °.gx o'55 05. °ab 3 °° � m Ocip • g oQ 00 oo 60 0�o ssr3 Ds". oma❑ m`Dm Agro �° Q3m aroo O �+ j ro o D 0 -5� ova 0 q n -3 m n'� 7 �o a `" N ��.�. O oa om `k 3a m o. E ca) c Dao �c� o �N (i 01" _ --x 0 0$ m�� j� 00 3° 3.'N 0hsg ro aa� Nam ��o O `" o° 7 a as �o f° o �o ❑ CD Q c`rD O O O o n SD c. Q o cD 0-_., l7 4 o C 5 $ cD I F+ a) < n ❑ j 2 y SD, `d H N % p m 5❑ Rice- - � a a. o- D� H 0) 03 0 C -8i a6' �`� s°o g° 7�'U 3 0�° c 0 _ j T. o o �i Q m N0 m a 0Qn ,6a a$N' 3o ao mwa 7 a /r}�i � o: ' O 3, j' a Q c a_ �, °j ° O c p p' j o a m C (V ❑ S cp Q Q • jp Os Q n F 5 a ro ❑ O ❑ 0 O- O Q c0 'u • 5n = aa 32, ao ro ° 30 o n 02 j '� C 0 CDCDm9 Q� 7o' a a roj mo_ oo -. moo to Z `° m o o ma) `D O• 0o ° cD a a o o m `� j 7 < (0C 5 g j R. °.- £Q n OCD 0 O 4 f!1 9 N y� LL O ❑ a ° V S (1 rii/ . .«.. italLWRIIIIIPOPN414; Job 10779)84 Truss.Truss JOEI Type ROOF TRUSS ply 2 Pty 1 1 (oplibfla!)_ +� S C (3 Q 1 91 D R456770 A G. HOUSTON. MONTROSE. CO 81401 .1010 0-10-0 14-0-0 14-0-0 4107 SRI s Nus 16 2000 MiTe1 industnee, Inc. Wed Aug tZ. . 2s-0-0 14-0-0 Scale 3/16-.1• 4x4 = 12 3x4 _ 42 41 40 39 38 37 38 35 34 33 32 31 30 29 28 27 26 25 24 3x4 - 5x9 26440 26-0}0 Plate Offsets QX,YL' (30-3-0.0.3-0I LOADING (psf) TCLL 40 0 TCDL 10.0 BCU. 0 0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.00 Lumber hlcreaye 1 00 Rep Stress Incr NO Code UBC971ANS195 CSI TC 0.09 BC 002 WB 0.15 (Matrix) DEM in (loc) Udell Vert(LL) n!a - Na Ved(TL) 0.00 1 .999 Noa(TL) 0.00 22 n1a 1st LCLL1,6nUdell ■240 PLATES her20 Weight: 137 f, GRIP 166/123 LUMBER TOP CHORD 2 X 4 SPF-$ 1650F 1.5E BOT CHORD 2 X 4 SPF -S 1650F 1 5E OTHERS 2X4SPFSSwd BRAC NG TOP CHORD Sheathed or 6-0-0 oc purlins. SOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS QWalze) 2.214128.0-0.30.160/28-0-0, 33.14488-0-0, 34.156/28.0-0.35.161/28-0-0.38.16028-0-0.37.119O78-0-0. 38-1610726--0-0.39.15988-0-0, 40.163128-0-0, 41.14485-0.0.42.212/210-0.32.158128.0.0.31.161r213-0-0. 29-160/26-40.28.16048.0.0.27.15986.0.0.26.163/260.0.25.14440.0.0.22.21428-0-0.24 712/23.0-0 Mar Horz 2--77(loed case 3) Mai Upl11120-44(losd case 3). 30--31(tosd case 5), 34.-11(1Drad case 4), 35.-350cad case 5). 38--31(load case 5). 37•-31(1oad case 4). 38--31(load case 5). 39.-31(I0ad case 5). 40-30(loed case 5), 41.-33(13ad case 4). 420-30(ioad case 4). 32-7(load case 3), 31 •-38(load case 5), 25.-31(ioad case 3), 28--31(load case 3). 27.-31(load case 5). 26--30(Dad case 5). 25.-330ced curse 3). 22.-34goed case 5). 24•.30(load case 3) FORCES (Ib) • first Load Case Only TOP CHORD 1-2.34, 2.3.24.3 -55, 4.5•-49.5-6•-50, 6.7.-50.78. 50, 8 9- 50.9-10•-50. 10.11•-51.11-12•-50.12.13•-50. 1314.-51. 14-15•-50. 15-16-50, 16.17-.50, 17.16--50. 18-19--50, 19-20--49.20.21•-55.21-22+-09. 22.23.34 BOT CHORD 2.42.15.41-42.18.40-41.15. 39-40.15.3639.18.37-35.16, 36-37.15.35-3 .15, 34-35-18, 33-34.18.32.33.16. 31-32-18.30-31-18, 29.30`18.23.29-18.27-26.16.26-27.15, 2S-26.1$. 24-25.15.22.24.15 WEBS 12.33.-117, 11-34.431, 1055► -134.9-36•-133, 6.37.-133. 7-39.-133.5-39•-133, 5.40•-135, 4-41.-122, 3-12--172. 13.32•-131, 14 -31■ -134. 15-30.-133. 16-29--133, 17.25•-133.1627•-133,19-26•-135.20.25.-122.21.24.-172 NOTES 1) This truss has been designed for the wind loads generated by 80 mph winds el 25 ft above ground level, using 5.0 ps1 top chord dead Iced and 5 0 ped bottom chord dead load. 100 mi from hurricane cossetting, on an occupancy category I. condition I enclosed buliding. of dimensions 45 R by 24 ft with exposure C ASCE 7.43 per UBC97/ANSE151f and vedJcals or cantilevers meat. they we exposed to wind. V porehea exist. they are not exposed to wird. The lumber DOL hicr•sase is 133, end the plate gip increase is 1.33 2) Truss designed for wind Toads In the plans of the truss only. For studs exccesd to wend (norma/ to the fatal, see 88Tek-Stardani Gable Ead Deter 3) All plates re 20-4 M120 unless atheists* indicated. 4) Gable requires oorllinuous bottom chord bearing. 5) Gable studs ttpaoad el 1-4-0 ox. 5) This truss has been deigned for e 10.0 pat bottom chord Ike Toad nonconcurre nt with any other free loads per Table No. 16-6. tIBG9T. AUG 2 9 20Ot AtY+}R+Y!!1`( • Verify dr+i. n f)rlrometer.1 and READ NOTES' ON T///,S 0:%11 R):'VF.R.SR' ' /OE 111 HrlRF fi,S1" (Jry+Ga.�avf� uryy,i7ltr lis ccnnetl0•S T nes doS.gn is baSM1 nn'.y upon Palart91er6 shown. and .6 rel an individual b„ -ding component to be .nslallad and 1Oadee veil caky APPucah.h:y o! des.gn para'nosers and proper in_orporauon Or componam s lASCOne.b.hly o' building oas.gner - nor trts6 don Or 'Bream' sho.r..7, 101 la'eral suCOOr. 01 individual wet, membors orgy At:W.onal temporary bracing to inure sraj.l.ly during CQnS!ruCt-04+s the terp0ns.b.nly 01 We eroC:Or Add./ onal gel rrane'.1 Crac•rx] 01 the 07.014'1 struch:le .7. trip responsibility o' Inc budding des•gner For genera: guidance regarc'Ag Queenly 70•:1.01yrorage. delivery. amnion. and brncrtg consult 050.11 Ouellly Standard. OSB. ee Bracing Specification. and HIB•91 Handling Ina.ltallon and Silting Bacommsndatlon avadade Irom Trust Plat. 'Willits. 513 D•Onolrle Drive. litadlaen, WI 53719 Y MiTek Industries, Inc. 2322, . -0 • • •c 90 .s ' � C1:9 `3.10N L- tF.�\ m fiZi ‘ 7JX b 21 A. II Z Z E.5- n5.'n. ocia5 nm 7 a O a m 0 n0.2 W. 7 y n 0 m p Q N N �1 ± = 3 C ",C F 5 o EL: 0, s n(3� 7 C in' c m 0 a b m 4 O 7 4 N ti m ty 3 _ m Q (5 Q c O7 Q M _CO O O' O -O O Q O m m• 3 Q 7❑ O o c V Fn r(1)n o 6 O. O7 a G 7 5 a a7 c g O c o 3 o I 0. N W O 03 •7 O 0 m CO O �a8 0 (D 0 -41 1' aJ an 3m O -0 No 0 5' -6 ? 7 Q. C D OeT NOI1VIN311:10 aNY NOI1tl001 3 W1d 3 o_ N -0900I6 'N-£ l00£6 'N-OVOOLB 0616 'L 1Z99 '90ZL9 ZZ617 "6Z£ L "LOCI C O 0 () D n w co O SZ- I6 'SL -99 '£6-98 S1YA0!lddY 3000 31Yld 210103NNOO TOP CHORD TOP CHORD we;sAS 6upegwnN O -0 m ,J 0. CT A W N _. v T 3 o fl.'�-0 0-0- •'o• o o =-Q Q c o' v D N. n —0 Qc o� c -Q c Qo: v on oo-v ,�g _"- 3 a� Q0 00 j2 mn.b �� En �� n� m� CD a3�'--D -LE! D 0-.n 5c eco 3 C Q o U 'Q g�- m mw QQm O O 7i3 m (pm QQ oo n� Q,00 cQ7&• U� 3 �.�� 5'07 0�Q °an m O Q 59 42.- O_ a - 7'�e ONQ mom 7 1_? Q• 3� (� QTS ' p _ o m ° m 3 Q (D Q £ C m c Qncl) Q O Q@ o m m ° (� j 0 O 7 v-CID� (1:0 _ �m Q on mQ 7� 7� o 3 y X60 m7 �7 am u ��O m g c� Win' �? �$ ��• o5 o� a� of no ?o cQ $ `Dm5 CI oQ �a (3. 563 Q0 5pLA. ff Cr t o � 3?� Qo as �7 m' -- M O 0A 7 O O m m n O O o N'9.0. O C7 fi U u Q Q n a e �' .: c o3. �o m(v a as go 102 oe oo - o c a 0 7 Q' m Q 5 3 0 Q a9 a° ° c Q �(OO `G Q (7 . m D y. o n o C7 a 3 a Si Q U. n 7, Z 7 C �m m ao D m@ o r0 0p o° �o ° `mh_` ° a 2 1 0 7 '- - OS `° O 'n1 n O7 7 0' n Do 0 O o a as f a'aQ O v�' 37 (D rt 7 7 7 N /1� N • Job -TrussTlrps Cly Pty 1077V114, jTrusa 0E1 , ROOF TRUSS 2 1 OPttonafl SC 1 30I 9I D R458770 A C IiO(JST0N, IIA0NTR0SE. CO. 81401 4201 SRI s Nor 16 2000146Tek In4ustrlss. Inc. wad ROTEO- 7) Provide mechanical connecticat (by Ohara) of masa to bearing plate capable of r4tMbndhlq 44 b uptdt s1 yard 2. 31 Ib uplift d joint 30.11 Ib lapilli at Joint 31.36 m uplift at Joint 35, 31 w uplift at joint 36.31 Ib upin1 at Jord 37. 31 Ib up111 at Joirq 36, 31 1b uplift at OEM 3!. 301b upm el Joird 40, 331b uplift a1 Jokd 41. 30 tb open at Joarl 42. 7 lb uplift et joint 32. 38 Ib uplift et joint 31. 31 Ib upI111 a1 Joud 29, 31 b upkR at Jblyd 26.31 Ib upl fl M Jo1M 27.30 b uplift s1 }MI 28.33 b upon st !dM 25.34 Ib upa t a1 }ort 22 and 30 b uplift et joint 24 5) Thls truss hes been designed with ANSUTPI 1-1665 crlierls LOAD CASE(S) Standard A WARNING • Verify rf,' isrr f'urunrerr•rs arrr! RI' Al) NO7!:5 ON 1111S ANL) REVERS!: SIUrC B1-.1. (1R1-: USE. Desrgn vaird for uSe only war tiT.M ron'1ec1ors Tn.s dec.)." .5 hasod only upon parameters shorn. and n 'or an rn0 vr0ual 7urIJmp component to Oe •rslallea and loaned ve'.cally App! rability 0' design parameters and proper .ncorpdra hon nr cOmponert .s res'.Yonsdo}Iy Of hu. d.np dostprter - rot lru4s deS.pner Brachy shown .5 lOr 1atera1 supprn 01 1n6w.duel web atony rs only Atio.l.orlat terr.porery bracing 10 ins -;e stability dunrg c0nstlu[h0n is the respons.b.hiy Ol the erector Alin uo'tal bermarwol hrac Nor tr,e Overall srrucrure •s I'ur responalryhly 01 :he 6.'Icing deargne• For panoral guidance regarding •abric.lt'on. quality conlra storage. delivery. erection. and bracing. cons:.) OST -11 Quality Standard. 050• 89 Bracing Specll+canon. and H19.91 Handling Inalallatlon and Bracing Recommendation ara,dble 'rom Trued Plata Inatllura. 583 D'Onolrra Drive, iladlaon• W1 53719 Y MiTek Industries, Inc. AUG 2 9 200i SNI0Vd91V 31Y1 maw m 0 PLATE LOCATION AND ORIENTATION 2JHlIG/3S1M 0, O z ,O z O 0 03 COW n O o D ca 9Z-16 3L -g9 '£6-99 S1VAO8ddd 3000 31Yld dOID3NNOD WEBS ARE NUMBERED FROM till TO RIGHT. O coO n 2 0 a N TOP CHORD TOP CHORD O -c _( 0 `n 3 Q E 3 '3U1'03WPIOH )leIMW £66L (T fl W N O �O n7 - 0'_ U A . -. ( N -.(7-,q-- --�. . Q D Q 'O ~ -s�''� �^ m Q- '^ O E j' v D v' n. O C Q C C 0 C O p' U 0r)02-0 - Q 0 �' O n O O 4, Q ° T3 7 6 7 7 j' Q '7 c O .m o € c ° ° ° n cn n 3 c., -0 �° �� o ° co ac N N ° D° ' Q 5 3 ng ; 2 no �' m ff �� qp O �0 vQ �n �Q �(� m1J cDNA 0QcD � E°0 n� 09 3°g �N 5,° 3 �� m g amo o bo mQ pm 53 = D:U o3° 77"0 3g6 cD •z- 9 m, °CD �Jn0 Om Oro 3° m C C° ° p ONS 7O . a7 O 0•V O �$ ig a0 37 3 ro x �, D a mg D gN 0 pa o af° �° �° �° �Dm3 Q O o � Q caD � Q �� n y ¢ O a Q ➢ O Q n y. Yn a . O Q D �� g a g � O g� g m �' O° O g m g 7.°. h N.O 7 2 n Q Q0 - CD' a te+' 3 Q a0 < E a Q. Q .. . Q (11 N c a a . 0 O �, c Q b 7 -. Q m •.�'Q off. o g o o m m �� am a� o � � .� $'� °3 -12- , sl O n = o a 3 N ao'p g w (D n fl 2 3 0 ' 7 7-. 0 (0 Q S- 2 7 7 °. n 0 rD Q O Q Q p O Q o 5- = 3 a a a aoa •�m i' 7 H N �. 7 7 N 0 Q 0 z 0 N Job 107710:14 • True r sf3E2 Tens Type ROOF TRUSS ah 1 PH 1 (gin 2456771, SC 130191E A.O. HOUSTON. MONTROSE, CO. 81401 1010 0-10-0 14-0-0 4201 SRI s Nov 182000 INTIM Industries. Inc Wed Aug Z0- 1x:�J1 28••0-0 144-0 4x4 = 12 14-0-0 040-0 Scale 3/1er.1' 3x4 =3x4 42 41 40 39 38 37 36 35 34 333231 30 29 28 27 26 25 24 3x4 3x4 78-40 28-0.0 LOADING (pal) TCU. 40.0 TOOL 10 0 BOLL 0.0 BCDL 10 0 SPACING 2-0-0 Plates Increase 1.00 Lumber Increase 1.00 Rep Stress foci NO Cade U8C97/ANSI95 CSI TC 009 BC 0.02 W8 015 (P 1nx) D!PL in (hoc) Veen Vert(LL) n/a - n/0- Vert(TL) 0.00 1 >999 Morr(TL) 0170 22 n/l 1st LC LL pin I/de0 . 240 PLATES GRIP M120 189/173 Weigh 137 Ib LUMBER TOP CHORD 2 X 4 SPFS 1650E 1.5E DOT CHORD 2 X 4 SPFS 1850E 1.5E OTHERS 2 X 4 SPF -S Stud BRACING TOP CHORD Sheathed or 8.0-0 oc purlins. BOT CHORD Rigd ceiling direly applied or 10-0-0 oc bracing. REACTIONS (1b1s1re) 2■21428-0-0.32.628.0-0.34.145/28.0-0.35.15621.40.35-1131/28-0-0. 37E160/284 -D. 38=160/28-0-0. 39=160/28-04. 40-159/2604, 41.163/254-0, 42.14428-0.0. 43=212/25-0-0. 33=154,284-o. 31057/28-0-0. 30.161/28 -0-0.29.160/26-0-0.28.160/2640.27.159/26.0-0.28.163/28-0.0. 25.14421-0.0.22=214/28-•0.0. 24.212/260.0 Max Horn 2-77(Ioad case 3) Max UpHR2•-448oed case 3). 35+-12(loed case 4), 36=-36(load case 5). 37.31(loed case 5), 36=-31(toad case 4), 39.-31(loed case 5), 40=-31(losd case 5). 41=-30(losd case 5). 42•-33(load case 4). 43=-30(Ioad case 4). 33=-9(load case 3). 31•-40(bed tufa 5), 30ti31({arad case 5), 29•-31(load case 3). 28•-31(load case 3). 27-31(load case 5). 25-30(wad case 5). 25.53(load cess 3), 22-34(losd one 5). 24•-30(oed case 3) Max Gra 2=214(load case 1). 32.13(ipad case 2). 34•145(loed case 1), 35.158(load case 1). 36.181(10ad case 1). 37.180(load case 1), 38.160(load case 1), 39.160(Ioad case 1). 40.151(load case 1), 41■183(load case 1). 42=144(10ml case 1). 43=212(Iaad case 1), 33-154(tnad case 1). 31=157(loed case 1). 30■ 161(loed ease 1). 29■160(losd case 1). 28-180(1oad case 1). 27.159(Ioad case 1). 26.183(losd case 1). 25.144(load case 1). 22•214(lgsd case 1), 24.212(load case 1) FORCES (Ib) • Fist Load Case Only TOP CHORD 1.2=34, 2-3=24.3-4=-55.4 -45, 5-+-50.6.7•.70. 7.8•-58.6.9+-50.9.10.40. 10-11.41. 11-12•-50, 12•13-50. 13.14-51. 14-15•-50. 15-16•-50. 18.17=-50, 17-13--50. 1619••50. 19.20•-49, 20.21-55.21-22=48. 22-23=34 BOT CHORD 2-43=18, 42.43.18, 41-42.18, 40.41.18. 39-40=18. 33-39=18.37-38.18.76-37=18.38.36=11.34-35=18.33-34=18. 32-33.18.31-32.11, 30-31=18.211.30-16.2629=18.27-28-15.26-27=18.25.2 18.24-25-18.22.24-18 WEBS 12.34=117. 11.35.-131. 10-380-.134. 9-37•-133. 5.39.-133. 7.39=-133.6.40=-133.5-41=-135, 4-42=-122, 3-43.-172, 13-334.131. 1431=-134. 15-30=-133. 16-29.-133. 17-25=-133.18.27=-133. 11-28=-135. 20-25=-122.21.24=-172 NOTES 1) Thls truss has been designed for the wind loads generated by 80 mph words at 2511 above ground level. using 5 01x! top chord dead load and 5,0 pal bottom chord dead Toad. 100 rid frau hurricane ocesnIae, on an oocupenty category I. condition I enclosed building, of chi3newels 4511 by 2411 with exposure C ASCE 7-93 per UBC97/AN519511 end verticals or cantilevers laid. they ■re exposed to wand. tI porches grist. they we not exposed to wind. The lumber DOL increase is 1.33. and the piste grip increase 1 33 2) Truss deslprosd for wind Iosds in the plana of the true only. For studs exposed to wind (normal to the lace). see IIISTek'Standard Gabie End Doan - 3) Al] pietas era 2x411120 unless otherwise indlcated. • r.gt1r conarroa_rs naoauT1 urora asanny. Ri t lita .M1sY.1:79, tlmrfrry uwl READ NOTE -.'S O,\ TIIIS A. 1•U R£t'/.kSt. ' IDE. 8Lf r1RE USE De6ficalliedirlal Telt crrnemm TI..s rmvgn .s bases] Wry upon pararelfirs 6".own. and .1'0' nn n:6v.dual buddmq eomp0rnn1 so he .rslallod ano loaded vertically Applscab•l.ry of de6yn paranele•S and Proper +ncplpOrat•on 01 compnnan:.s lawons.0.ldy C' bu.ld.rq oe6.7ncr - not til. ss designer Oraarq show- .6 Int lale•al suppOn nt individual web rhaTbeIS 0n!y Add.c.Cnal temporary b'ahnq !o msule 6la'day during COas!f uCt.00 ,s the reSponslblhly 011he erector Addir.Onal oermauerI Ixac.rg of the OrOral. StWCL.re IS The redpo )115,hly 01 Mr bwlEhnp des•g'MI oar p0na.a: 9.+Aanca ragard.n5 'ab'.Cahpr , Caaldr CCmr01_ srorage- delivery. orec:.on. and 0-ac.rg. consult 05T•111 Qualify Stands10. 051• 69 !racing 5peslncHwn. and H113•9t Handling Inalallatlbn and Bracing RaCmnmsndallon a.adablo Isom Truss Moos Manful.. 563 D'Onol Io Delve. Midraen, WI 53719 /. MiTek Industries, Inc. AUG 2 s Mt Cr j' A oo S. a 11 N o 15 C road a _ m 5 o r? a m O O 7 O o �ro 3' T c o � — n ° `,.;•1 7 QCo 0 n p o o 0 cr o a° 0 mm (D:-'^ a aty , 0 i mao o O. a. C3 © y CC 9. N 7 0 m� a • W n n n 0 S 061o'L1z98 90219 n m 0 ZZ6P '6Z£ 1 ' 1691 c 0 n D z 9Z-16 'SL -99 '£6-99 SNNA08ddY 3aoa 31Vld d0103NNo0 'Hell! 011331 wont a3t1391VnN 3dv St3M TOP CHORD TOP CHORD we4sAS 6upegwnN '3ul 'J1PIOH xe1lW £66i® CJ, A w N — O Co P A co N _ Q Q 00 P.g-a-F-To')3-°�^m o-I.�Q� 5 - N(-) -00c o.c oc oo.i on ° -o G D. . o' o o° @ �$ ro,3 ao 050 0Da g3 ? 5o 5c f 0 3 C N - m 3 co 0 y o $ �m �- co.Q � ro� m ro o �m °-o o Q o o Qa 0 oro? o rt EEL 5,-, no m o o ° 3 `" ° o° o m ° ro ro o ro m 3 am ° O T 04 °Q �� rola o ��m ()�7 �o� o a. �� eD opo o'".• �O oro 3Q rop 4 m ero Co °° 2-['i ro 7m Nal 0 °�7v x n .y7u•H:i m oos o o �a°� �E° u �° M m05 f 7 _. T. c _ 0,n n .3 ° ao 5' (y-, m2 °°o. ado imp 3 ,o oc C 7° Q = mO n a O 3 r7 Oro 7.� ro rom 30 0 -. roEa ? 0. -•Q. o c o �. 3 Q ° `" C Q a ° o o c ° o 7: a m C . a m.Q_. o(8 o o o S Qao m o o •:5•ej-O N n 4° m, 7 a 3 7 as ro o n O n ? 7 C 5' 4 7a 15 * j O a • /V• • O 7 CD l°1 n • Q mO to pT N N O Yi `V51:, N N g O O O (D 4 '•L (n O N 'V 7 � ED'N' c 7 CI S O° 0 7 7 O. .. (9 n o ro o m roO o 00 0 pro° o 5n. • 7 7 0 ° w fren a �" 4 a ro 7. 7 6° a v� Cli Q 0 Z 0 M Job 1077> )84, w Trust r 0E2 Trews Typo ROOF TRS Oh' 1 PNRIS11771 1 (ten SCI30191 E AC. HOUSTON. MONTROSE. CO. 81401 4201 SRI a Nov 18 2000 Indu.tti.a. Inc. wed wup tz u: NOTES-. - 1) This trews has been designed for ■ 10.0 pd b I7tram chord the lord nonooncurnnl Wpb any dhar Yrs loads per Tabu No 11-8. UGC -07 7) Prvrids mechanical oonnactbn (by others) at truss to bearing plum capable d wing 41 Ib up111 at joir' 2. 12 b uplNl al join! 16.3E Ib lip1ft at jdnt 38.31 Ib upim al John 37.31 m uplift et joint 38.31 Ib upon at joint 30. 31 b uplift tel joint 40. 30 m tapiN as join! 41.331b uplift at joint 42.30 is uplift at joint 43.0 Ib uplift ell Jon 33, s0 Ib uplift at joint 31.31 la uplift at jaht! 30. 31 b uplift at John 20. 31 b uplift at joird 311b up118 at joint 27.30 Ib uplift at iced 21.33 fb uplift at pint 2`f. 341b upltll at jolalt 22 end 30 Ib uplift al Odd 24. 8) This truss hes been designed wMh ANSVTPI 1-1096 wheels. LOAD CASE(5) Standard . t AilStieNf IG - !'raft hare! eters an..1 R1: •lU A(1TF,s ON '1111s VI) Nlil'LkSF S!I)L 1BE1'ORE USE (}eyyr vale 10r Lisa only wan MIT'S CtnnoCtors This ueygn .s basso only ..pnn .fie rarlarert shown. arra .s tar an irgrvr6t.al buda.ng component 10 be .ns'alleo and goaded Yert.caly Appl.cab•:•ty 01 dos.gn parameters and prOpor •.%OIpo•alror o; cbrnpenenl s respens•bddy or buiIOli 9 00s.gner - no• Irus6 Cosigner Bracog shown .6 nor lateral support 0' Ind. -dna! web members 0,-,y AQa.C.Ohal temporary brac•hg 10 m11 '0 stdo.idy during corstruc on s Ir.a rbspon0.b.I.ly 01 the erector Arldr.oca. permanen•. braang or the overall shunu'e .6 the respons.ba.ty 01 tt•.n bu•:d.np designer For general g::.dance •err .0rg'abr.Cahun. eual.rr contig!. storage 0Alwery erector'. and bran ng. Consulr OST•61 OWIfry Sasnderd• DSO. 89 Oracing Spat &cation. and HIB.91 Handling Installation and Bracing Recommendrllbn avalIaW* 1.0m Tryaa Plata Inelltule. 567 D•Onorrio Drina. MedltlOe• WI 51719 MTek industries, Inc. AUG 2 9 2001 7Q n 7 ❑ 0 sR O ▪ 0 J o 0 co z 0 n c a 2. n 7 o o c - ❑ g c 7 O o QCD 5 D 0 c, CD a ONIOVBB 1Vd31V1 x ma 41 gci 11 0, the first d rnension is the wrdih o o $ N. m 31 n a • Q. m a O_ 0 ( a 0 0 n a I O LiFf O m el7 0 7 a PLgtE LOCATION AND ORIENTATION cn 3 0• 0 0 z 0 r dHlIQIDSIM N-090016 'N-£100£6 'N-017OOL9 co 0 0616 L1299 '90ZL8 Pi ZZ 6C '6Z£ I '16g1 c 0 n D z co w co co5-11co CONNECTOR PLATE CODE APPROVALS WEBS ARE NUMBERED FROM LEFT TO RIGHT. 0 '6O 0 53, P 10P CHORD ti TOP CHORD weisAS 6u1JegwnN Dui 10UIP10H McTIYi £6610 CT E.. W N O 7o m v O• cn P to N - CI p -.Q 1111> .Q.Q •a• -g R. 0-� 0 'd o"'"'gr-j•v IQc-n.0oC 6 C oG opv on oa-a 3 C �y a. ;7,..,07 o8 Fc� m o8 a �� -3 4N °cD3 dam d3� .m o;?Q co Sao O m V/ a o v o �0 7 U m.P � �.o a �� C o ro ° o Ao o� '� oma' � �� oo n� ❑ `Doo s❑� Q $ zea °Qm � Qmm 3 Qm� O �n o� ag mo 3 �� ?. oda mom -_ _3� orea �p O ❑ 7 m�� Oc 3m 7 m O O t- -cDm N O 3a m o Q.o ii -Z o r" 6 g 7''' om o� �� mQ Cl. � D2- 00 3D 3. ' 0 07 CD m� Nam a �`Do m O ~m �4 mS �mG$ oc 0 35 �a rpr 0oa a Ft nO 5O e_n O mm3 O n �� o 6.o �5a m`D a ocp Q.8 o-0 c7� CD o;a � 7�� p p CA 62. 8.. -fl 2.= ,,,P, ado 3�N a� �o @off D C 7 a Q,q. �.Q �n O SanM1a gc• �O Q� -c mEa 7 a E. cD c O o;ag ca a_ 7 QST.. oc oo o a -0,a C 0 a 7Q N o0 o° g Q7 SQA o°° al on o 0 0zD Q 0 a 2. 30 4 a � qp m mcD �� m m ° m 0• o. o 0 (2. 7 ? 0 n� o5. @ z a m m p a s a m ❑ n a • 7 p O Fri; p y 4' INSPECTION WILL NOT BE MADE UNLESS THIS CARD IS POSTED ON THE JOB 24 HOURS NOTICE REQUIRED FOR INSPECTIONS BUILDING PERMIT GARFIELD COUNTY, COLORADO Date Issued2 j. 01 Zoned Area Permit NoEv4L CIf 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 IMMEIATELY BECOME NULL AND VOID. e 1 ttuyAilks . .� t�1 ilg c 6,,,,A seacg Address or Legal nptron_C Owner `, i ViX t4 setbacks Front Side Side _Rear Contractor OO' 1`VL This Card Must Be Posed So It is Plainly Visible From The Street Until Final Inspection. INSPECTION RECORD I A,.. Footing (4- 27. o , A. S. Foundation 4.029.pl Underground Plumbing ,pjl' Insulation $.9.O2 /0 Rough Plumbing Drywall ?— r Chimney & Vent jS-q- py Electric Final (by State inspector15 •_ 46off(w Gas Piping Jhiy).__ Final 7-1-03 taw— amElectric Electric/,, Rough (By State Inspector) i''i-2 ill Septic Final ad-272,4�jpaK` L Framing Q,3./' -17 (To include Roof io place a d Wi ows and Doors installed). ` Notes: ALL LISTED ITEMS MUST BE INSPECTED AND APPROVED BEFORE COVERING - WHETIIER INTERIOR OR EXTERIOR, UNDERGROUND OR ABOVE GROUND. THIS PERMIT IS NOT TRANSFERABLE Phone 384-5003 109 8th Street County Courthouse Glenwood Springs, Colorado. APPROVED DO NOT DESTROY THIS CARD Date By IF PLACED OUTSIDE - tOV WITH CLEAR PLASTIC