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• GARFIELD COUNTY BUILDING, SANITATION and PLANNING DEPARTMENT 109 Bth. Street, Suite 303 Glenwood Springs, CO 81601(970) 945-8212 Job Address / /eiteX044-14,CJOP* Nature of Work Build' o Permit Use of Building Ownefc- Contractor Amount of Permits 01O 57.9 6 No -7482 a &beley 71I6,u.t„(7 ctatet /G.c.a.c/l�ztN/_�U c T/63S /0100. a-5 1 ULitdos1.96 Date oicteott Clerk GARFIELD COUNTY BUILDING PERMIT APPLICATION GARFIELD COUNTY (GLENWOOD SPRINGS), COLORADO .ELEPHONE: (97O)V/45-8212 Applicant to complete numbered /paces only. PERMIT NO. INSPECTION LINE: (970) 945.9159 PARCEL/SCHEDULE NO. 708 ADDRESS: R Iry I `CI I " 1 - C . 1 I LOT NO. BLOCK NO. 1.7ISUBDMSICtenw170N, 00/1/1 01 (NT cKeer yl)/int, 2 c.:4 3a8/ 17AA4c;ute/(-re 'tpSS7981 "nay. ke a"IC D.a V I D rani n .nano i,) o i 3 mangy oy cR. lcr) P4de',c( if7; es KIM 7I49/ YC'SAM e Tom pa coNSjalc in 4 A.mlecTaNaas .men. rs ucxa 5 opint awaan 1 / /fey 14 ntOrLOT 5 i e A%54cy?eD 7/4 Roan2 ;`') wvROOM A V 6 aeva ° L. S(F NesfSSQa�'� Id h - fr 4f %l es i D 7 COMM WORM fl, i/to/N9 B.Je is A NoN4J e on/ exis7iLJ9t R ,s i F/so4 De ex 8 XayanATan COMM MAMMY9'' ea' d9eAlan? awn nom an Araivl 9 _ aua caeca cant oar�aa cocoa 10 (��tmoau /.rw amM"A11a1Cr /f x I s T'/ p'1 car Yle SWAar:0ML REMO am RAN / V // vaLonn. a wan r AMMO) vaz nne 1't7// 7V cx ataatcaaroaa: YNe ,EAi r7 -i N B Ase meet -7 Y y/ w o PT Nc R A e ` vv /Act AFTe,P -rile_'tv" 9 '7Re u, ue 9fl P4mA9efl Sofe of fla 14/4ll.s. /1-'0 D4,n ga TO GONG Ie7e.,, NOTICE A SEPARATE ELECTRICAL PEM1If IS P.EQUOIED AND MUSt BE ISSUED COLORADO. THIS PERMIT ISECOM ES NULL AND VOID IF WORK OR CONSTRUCTION IS NOT COMMENCED WITHIN 150 DAYS, OR IF CONSTRUCTION SUSPENDED ORABANDONED POR A PER/M0F 110 DAYS AT ANY LS COMMENCED. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINE) MIS KNOW TIM SAME TO BE TRUE AND CORRECT. ALL PROVISIONS GOVUNINO 11113 TYPE OF WORK WILI. 138 COMPLIED WITH WHETHER IN HEREOR NOT. THE ORANTDNO OF A PERMIT DOES NOT AU71IORIIY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY LOCAL LAW REGULATING CONSTRUCTION OR 7718 CONR'¢UQIION. _ i ^ SY 1115 STATS OF AUTHORIZED OR WORK 1S TIME AFI8RWORK APPLICATION AND OF LAWS SPECIFIED PRESUME TO GIVE OT R STATE OR .1 PLAN CHECK P58: 97 �' O'� -A I . TOTAL PE& . DATE PERMIT ISSUED: `X O S 7 9 6 OCC. GROUP: n e'�3 CONST: TYPE ft -. U / v l PERFORMANCE OF ZONING: SETBACKS: iborig Spas j�T,.n�,a2La., ev .�`,Fr� Ow, Co r//////�����/��,L��,,,�,,.IIjove. i ia �./5/1a��•Ia.d '� 2.2w.o o t/ "'- (5<p,�Y r�1tit a 7 1i MANU. WRQ: LIDS NO. A FEE: BUMS Dogs. AppavWDrn D.p. AGREEMENT PERMGISION IS HEREBY (RATTLED 101116 APPLICANT AS OWNER CONTRACTOR ANDIOR THE ALIT OF THE CONIRACIOR OK OWNER TO CONSTRUCT THE STRUCTURE As DETARED ON PLANS AND SPECIFICATIONS SUBMITTED TO AND REVIEWED BY 1118 BUILDING DEPARTMENT. DI CONSIDERATION OF TIE ISSUANCE OF THIS PERMR. THE SIGNER HENRY AGREES TO CORNLY WITH ALL BUDDD4O CODES AND LAND USE REGULATIONS ADOPTED in OARPIELD COUNTY PURSUANT TO AUTHORITY GIVEN 04 7021201 CRS AS AMENDED. THE SIGNER FURTER AGREES THAT IP THE ABOVE SAID ORDINANCES ARE NOT FULL)' COMPLIED WTI! IN THE LOCATION, ERECITON, CONSTRUCTION AND USE OFTIIE ABOVE DESCRIBED STRUCTURE, 7118 PERMIT MAY TIEN BE REVOIID BY NOTICE FROM TED: COUNTY AND THAT 111104 AND THERE R SNAIL BECOME NULL AND VOID. THE ISSUANCE OF A PERMIT BASED UPON PLANS, SPECIFICATIONS AND OTHEIt DATA SHALL NOT PREVENT THE BUILDING OFFICIAL. PROM THEREAFTER REQUIXWO TF6 CORRECTION OFERRORS IN SAID PIANS, SPECIFICATIONS AND OTHER DATA OR PRO PREVENTING BUILDING OPERATION BEIING CAE= ON11®IEUNIDED WHEN IN VIOLATIOS OF THS CODE OR ANY OTHER ORDINANCE OR REGULATION OFTHIS JURISDICTION. THE REVIEW CRETE SUBMITTED PIANS AND SPECIFICATIONS AND INSPECTIONS CONDUCTED THEREAFTER DOES NOT CONSTITUTE AN AOZZIPTANTS OP ANY RESPONSIBLIEF-S ORLIABRITIES 8Y GARFIELD COUNTY POR ERRORS, mamma ORDISCREPANCIES. THE RESPONSIBILITY FOR =LSE ITEMS AND - TION DURING CONSTRUCTION RESTS SPECWAILY WIHTIE ARCHITECT, DESIGNER BUILDER AND OWNER. CONGAEN B ARE INTENDED TO BE CONSERVATIVE AND OWNERS MEREST Y ACIWOWL.PDOE THAT 1 MOVE READ AND UNDIGIST AGREEMENT ABOVE rIDIAL1 Odoem0o7 reel (0aa-a co,/ < <(C clk4 ►o(0e 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 the 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, kitchen floor coverings, counter tops and finished walls, ready for stove and refrigerator, all necessary plumbing. 4. A complete bathroom, with wash bowl, tub or shower, toilet stool, hot & cold running, water, floors and walls finished an a privacy door. 5. All steps outside or inside over three (3) steps must have handrails, guardrails 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. I understand and agree to abide by the above conditions for occupancy, ulant.the issuance of a Certificate of Occupancy for the dwelling under building permit it 'f Sar y 7 e • Signature prmtcond.lst Date D - 7-O M Cet_ Ill i4Awton-4e MAW Fuson- 1 SG8'j49.co =��Iotil92.0) GA.A4A6T- 41811 lP-oo r 6.16sg,00 uPSr41AS srOgi t-7a:1.Q 41 too : 13840.00 co$ v. IS*n p a r Goth@ 23.00 , I6, 06,00 Decn Mev 3004te (2.0)0z 1 jr•exkOO PoAcq 15116 241m0 s “0.o0 l "1_ip YG OD r-u_7l 12 'f 7.2 S U- Ra._ e510.)1 AOJQST Fot. F(NtSH69 rAn-r Gregory S. Robson Architecture & Planning February 11, 2000 Garfield County Building Official Garfield County Building Department 109 8th Street, Suite 303 Glenwood Springs, CO 81.601 re: 111 Hawthorne Way, Battlement Mesa, Colorado Dear Building Official: This letter is to confirm that I have conducted a site review of the existing foundation and framing at 111 Hawthorne Way, Battlement Mesa, Colorado. This is one of the homes damaged by fire in late June, 1999. I saw no evidence of any fire damage to the existing foundation and believe the foundation is of the same capacity as when it was first constructed. My conclusion is based on the fact that the existing siding is still fully intact on the "pony wall" above the foundation, all of the gravel landscaping is still intact around the outside of the foundation and the interior condition of the "garden level" basement shows no sign of fire, water or smoke damage. Please feel free to contact me if you should have any questions. Respectf y Submitted, go Arch n, NCARB ado License No. B-1489) 2157 Shenandoah Drive, Grand Junction, CO 81503 970-245-7606 fax: 970-255-9502 Wrikdo.j' S€kecAltiiC- FT; ova- £laoUc d^tj+y -3r S(2c Lvco �io� a 40 /` 5 /p 1+ tAPS /G s get x 3 'o vii-t_ti e r `l0 1( IN Ft Qec is 6 , 3et ' x 6,0 ht lc '0 X eb'hl S%a71di✓oRYMei ;h Floor e 10 6 it 3 'c9 X '� M 3'0..x 40 H_ CO 910 H aux S'o go1/4.cc. Ea ce r i rtl± IY1 bek Floor MO1; F700' fl(psic (+a Ste) x _y'% µ PiDPQf pure N1cnf x y0 " p /oaks &sem e.it l2ish;* Si'c/t / P-0 r ) h cJ It I�Hoo t .cs .lab/' %f 5 Wo11LGr.4c,\ SItc►•er Pe.+,.o bors Safe. -{-y trio si 4I1 tet) iv«ws '{o ruler;•.favi" be4ah tF aentedgce SGc+. 2r_)04.` -I • pmol c ! c_ Pr,.4-rn Gloo.5 sAownti Ort r/1+GY i o - PC/SS"G5t °tools LJ; c/ou Scheci tit/\c at 4v n 68 /ia//ow eotc red 3"0 3,O n /r \8 rtkita Ss Cmf'c*, 674 At i n s bunge e_ Ooot s 3'D x G'$ y$cf�l �'ns C- lose..- Ooots 3'G X G'8 RoIIi,,\f Co.c G'8 1'oi varinch wicl,�h. BATTLEMENT MESA SERVICE ASSOCIATION ARCHITECTURAL COMMITTEE APPLICATION & CHECKLIST (for New Home Construction projects) Homeowner: [/ A ✓/ 0 7; NPe de Home Mailing Address: //0 9 c, /Q, 3 0 g PM Je AG N M Te) 0 0 a g / (, 3' S" Home Phone: Work Phone (if desired): Project Address: 11/ HA VwTrg,Q,N e 4'4 1Lot: ') Block: Subdivision: /11 PN IA en e T c/r°e-'-✓ Production Homeplan Name (if applicable): V//)beG Homebuilder: / o,NO of CO/fret Th N GT.)O l" Business Mailing Address: )/o9 G. )e, 3 0 S PA R. A C N u TE) L D. Y I& 3 5 Business Phone: 977 di 9. AC 7 y P) Fax (if desired): Submittal Date: /7 SAN OP Estimated Start Date: 7kae 00 Estimated Completion Date: /-5/04:1 049 SUBMITTAL REQUIREMENTS: Two copies each of items 1, 2 & 4 need to be submitted. (Check -off items attached to the Application. Fill in spaces as indicated.) 1. Site Plan Drawing (1"=10' or 1"=20' scale) with the following information shown: Lot, Block & Subdivision name. J/ Street Address of Project. _V Building Setback Lines (also fill-in the shortest distance between property line to the exterior wall closest to that property line). Please be aware that all Building Setback Lines are taken from your Property Line Pins !! Your Property Line is not the Curb Line !! Dwelling Unit Garage Front Setback: feet 2 S- P feet Left Side Setback: feet // =j feet Right Side Setback: feet— feet Rear Setback: feet feet Utility Easements. ✓ 55' Clear Site -Line at Intersection Corner Lots. j Site Grading Elevations & Drainage. 59» First (main) Floor Height in relation to top of street curb at front -center of lot. ✓ Driveways (include width of driveway), Walkways, Patios, etc. Outbuildings a:\bmsaac.ap2.draft031698 Page 2 of 5 (/ 2. Architectural Drawings (1/4" = 1' or 1/8" = l' scale) with following information shown. Floor Plan(s) with overall dimensions (fill-in the following square foot areas). First Floor Finished Living Area: Second Floor Finished Living Area: Lower Floor Finished Living Area: Total Finished Living Area: Total Unfinished Living Area: /G V o square feet square feet square feet IRV square feet 5-99 square feet Garage Area: J 0square feet Building Elevations Plans indicating doors, windows, exterior materials, building height, roof pitch, roof -mounted evaporative coolers, etc. (fill-in maximum height below). / Maximum building height to highest ridgeline or building structural projection 25. - feet above top of street curb elevation at front -center of your lot. oxin-)4y Fa,✓ Engineered Foundation Plan. /V/A Outbuildings indicating dimensions, elevations and overall height to ridgeline. 3. Exterior Materials (fill-in the selections below): Roofing Material: M s pA A / r Primary Siding Material: 5714 L t D Accent Siding Material: Fo AM Trim Material: re) Ae4 Masonry Material: Ojr j JT .&v e Stucco Material: Sy,vh'Te 7' G C Front Door Material: lige 8& (9)4: Garage Door Material: /y e TMJ COLOR SAMPLE COLOR SAMPLE a: \bmsaac.ap2.draft031698 Color: 779.0 Color: T Q Color: 1 £ ra Color: T B 0 Color: T RD Color: r 9 D Color: Color: COLOR SAMPLE COLOR SAMPLE Page 3 of 5 COLOR SAMPLE COLOR SAMPLE I/ 4. Landscape/Irrigation Plans with the following information: fj 1 i rl /V co v Planting Plan (indicate areas of irrigated lawn, tree placement, shrub beds, groundcover, etc.). ,/ Plant Material Listing by species of' trees and shrubs. Groundcover Material with weed control barrier. _L/ Fences. Other Landscape Improvements (decks, site lighting, flag poles, etc.). 5. Application Fee (payable to Battlement Mesa Service Association Architectural Committee): The BMSA/AC may require the applicant to pay directly, or to reimburse the BMSA/AC for payment of, any fees of outside consultants or any costs incurred by the BMSA/AC in its research, review or consideration of this application (per Section 9.6, Amended and Restated Declaration). I/We hereby acknowledge and understand that our failure to complete Homeplan or Improvement Projects or Landscaping Construction within the time constraints noted in Conditions 2. & 3. on Page 5 of this Application will result in a Notice and opportunity for a Hearing before the BMSA Board of Directors, and if I/We are found in violation of these Conditions at the Hearing will result in a fine to the Owner of not less than $500.00 per month for each full month in excess of the allotted completion time frame. I/We hereby acknowledge that Homeplan or Improvement Projects or Landscape Construction features which are built in non-conformance with this full application, including the Conditions of Approval noted on Page 5 of 5 herein, I/We will be cited by the BMSA/AC in written citation form at the time of discovery. In extenuating circumstances a Variance may be requested from the BMSA/AC, provided such Variance request item is within the purview and approval jurisdiction of the BMSA/AC. If a Variance is not granted by the BMSA/AC and if the Non - Conforming Items are not corrected within 60 days after the date of written citation, I/We will be served Notice and opportunity for a Hearing before the BMSA Board of Directors, and if I/We are found in violation of these Non -Conforming Items at the Hearing will be fined a minimum of $500 per Non -Conforming item. Failure to pay fines levied as determined at the Hearings may also result in a Lien being placed on our Property or Litigation Process initiated by the BMSA Board of Directors to secure conformance with this full Application and its respective Conditions Of Approval. I/We further acknowledge that any subsequent field changes which I/We may desire to the Homeplans or Improvement Projects of this original Application Submittal and the original Conditions of Approval issued by the BMSA/AC will require an additional Revised Application Submittal on our behalf, and that I/We will not proceed with any subsequent field changes until a Revised Conditions of Approval have been issued to us by the BMSA/AC. Owner's Signature(s): vet% print Name(s): J7A1.1/,41 /2716-90€4 Date: / ) Tim- es Date: Builder's Signature: SaPrint Name: AAVIP re Taaeo a Date: ) % T'br O 0 a:\bmsaac.ap2.draft031698 Page 4 of 5 • This portion of the Application Form to be completed by the Architectural Committee (not the Applicant). CONDITIONS OF APPROVAL 1. No sitework or building construction may proceed on any Lot (including no preliminary site clearing, grubbing, grade alteration, storing of material, foundation excavation, extension of underground utilities, etc.) until the Project has received a Project Approval from the Architectural Committee and has been issued a Building Permit (as required by Garfield County for New Home or Renovation projects). 2. All general building and site improvements construction for any Project shall be completed and shall have issued a Certificate of Occupancy from the Garfield County Building Dept. no later than one (0 year after the issuance date of this Architectural Committee Approval. 3. The completed landscaping and revegetation of the improved Lot, to specifically include the front, side and rear yard areas, shall be completed no later than six (6) months from the date of' Certificate of Occupancy. An additional maximum four (4) month extension may be granted by the Architectural Committee if the Certificate of Occupancy was issued shortly prior to the non -growing winter months such that landscape construction could not diligently proceed; however, in any event, the landscaping construction shall be fully complete no later than ten (10) months from the date of Certificate of Occupancy. 1 4. At/Cfa,L 6 es/aa .SA.//Es J ec, //ac$pal 5. 6. 7. 8. 9. Applicatio ppr I (Initials af?4rchitecturartee MembPrs)jt / By: `pp//ii�/moi Application Approve it st ction subj t the above conditions: By Chairman: Date: 04} Application Denied (Initials of Architectural Committee Members): By: Application Denied: By Chairman: a:\bmsaac.ap2.draft031698 Page 5 of 5 Date: JUN.f.11..`J�'Y • : ii'M 'IY EIN:, Ti FEi TSTr`TE IC.x: P.6 • Improvement Location Certificate CVRVE DELTA IN6'_E PAD IOS ARC C 1 12'03113' 50.00 36.70' 15 F COT LIT IL; Tv EASEMENT i % r WOOD DECK ,1 ONE STOR" FRAME y; 'O. 41. 17 FOOi��\ �` L'".I TY EASEMENT Qr9 Jq'St• • ` OD. • • 0111 Ii4» I.M)W iB WAY J: N 0 COVERED WOOD No FENCE LINES 43117 PROPERTY LINE CWALK &E WALK a DR I VENAY PROPERTY DESCRIPTION LOT 2, BOCK 4, .MONIMENT CREEK VILLAGE, 6EC.TiON ONE, THE PLAT Of WHICH IS RECORDED 46 DOCUMENT NO. !15004. COUNTY OF CARPIELO, STATE OF COLORADO IMPP.OVEMENT LOCATION CERTIFICATE 1 HEREBY CERTIFY THAT THIS IMPROVEMENT LOCATION CERTIFICATE WAS PRE— PARED FOR TEO V. CLARK , THAT IT IS NOT A LAND SUP.V EY PLAT OR IMPROVEMENT SURVEY PLAT, AND THAT IT IS NOT TO 8E RELIED UPON FOR. THE ESTABLISHMENT OP FENCE, BUILDING, OR OTHER FUTURE IMPROVEMENT LINES. 1 FURTHER CERTIFY THAT THE IMPROVEMENTS ON THE ABOVE DESCRIBED PARCEL ON THIS DATE. 01/0E/S6 , EXCEPT UTILITY CONNECTIONS, ARE ENTIRELY WITHIN THE BOUNDARIES OP THE PARCEL, EXCEPT AS SHOWN, THAT THERE ARE NO ENCROACHMENTS UPON THE DESCRIBED PREM.SES BY IM- PROVEMENTS ON ANY ADJOINING PREMISES, EXCEPT' AS INDICATED. AND THAT THERE IS NO /APPARENT' EVIDENCE OR SIGN OF ANY EASEMENT CROSSING OR. BURDENING ANY FART OF SAID PARCEL, EXCEPT AS NOTEQ IT IS HEREBY STATED THAT THE SMUG- TVRES LOCATED OW THE ABOVE DEP•CEIBED pIOPF.RTY ARE NOT LOCATED WITHIN Ten 100 YEAR FLOOD 90L'HOARY. \tw nonaumpil DAT JA JAMES SESTON' JOB NO SURVEYING Glenwood Sprinp, CO 87801 803.945.47.30 L..�.: 642 OIY .;,LIQ : m• :A -I t O 3440p O., d4• r 31_163 'R3C d3":I:l d311 -I 1.1_i2; E.f'c_'1.9a GARFIELD COUNTY BUILDING AND PLANNING 970-945-8212 MINIMUM APPLICATION REQUIREMENTS for SINGLE FAMILY DWELLING CONSTRUCTION including NEW CONSTRUCTION ADDITIONS ALTERATIONS and MOVED BUILDINGS In order to understand the scope of the work intended under a permit application and expedite the issuance of a permit it is important that complete information be provided. Adequate and complete information will prevent delays in the plan review process. Reviewing a plan and the discovery that required information has not been provided by the applicant may result in the delay of the permit issuance and in proceeding with building construction. The owner or contractor may be required to provide this information before the plan review may proceed. This causes delays because other plans that are in line for review may be given attention before the new information may be reviewed after it has been provided to the Building Department. Please review this document to determine if you have enough information to design your project and provide adequate information to facilitate a plan review. If you do not, it may be helpful to obtain a book titled "Dwelling Construction under the Uniform Building Code". This book is available to you through this department at our cost. Also, please consider using a design professional for assistance in your design and a construction professional for construction of your project. To provide for a more understandable plan in order to determine compliance with the building, plumbing and mechanical codes, applicants are requested to review the following check list prior to and during design. Applicants are required to indicate appropriately and to submit the completed check list at time of application for a permit. 1 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 retumed. 1. Is a site plan included that indicates the distances of the proposed building or addition to propertyes, other buildings, setback easements and utility easements? Yes 2. Does the site plan include the location of the I. 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 /VA 3. Does the site plan indicate the location and direction of the County or private road accessing the property? Yes L/- 4. 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 ✓ 5. Do the plans indicate the location and size of ventilation openings for under floor crawl spaces and the clearances required between wood and earth? Yes /V41 2 6. Do the plans indicate the size and location of ventilation openings for the attic, roofjoist spacess and soffits? Yes 7. 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 8. Does the plan include a building section drawing indicating foundation, wall, floor and roof construction) Yes V 9. Does the building section drawing include size and spacing of floor joists, wall studs, ceiling joists, roof rakers or joists or trusses? Yes 10. Does the building section drawing or other detail include the method of positive connection of all colum9s 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 eave down to existing gradg,contours? Yes 12. Does the plan include any stove or zero clearance fireplace planned for installation including make and model and Colorado Phase II certifications or phase II EPA certification? Yes No 13. Does the plan include a masonry fireplace including a fireplace section indicating design to comply with the Uniform Building Code 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 light andven ilation for all habitable rooms? Yes l- No 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. Is the location of all natural and liquid petroleum gas furnaces, boilers and water heaters indicated 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 plans in compliance with all plat notes and/or covenants,?. 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 architectur committee deny or reject your building plans? Yes !r No 20. Will this Ike only residential structure on the parcel? Yes (/ No If no -Explain: 21. Have two i2) complete sets of construction drawings been submitted with the application? Yes L/ 22. Do youand stand that the minimum size a home can be on a lot is a 20ft. x 20ft.? Yes No 23. Have you designed or had this plan designed while considering building and other constructiop code requirements? Yes t- No 24. Does the plan accurately indicate what you intend to construct and what will receive a final inspection b 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 V No 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 V 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 5:00 p.m. the day before. Failure to give twenty-four (24) hour notice for inspections will delay your'nspection one (1) day. Inspections are to be called in to 384-5003. Yes lNo 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 jnd occupancy of the building? Yes V 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 cyznplying with the Uniform Building Code? Yes �/ 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 V No I hereby acknowledge that I have read, understand and answered these questions to the best of my ability. sa,;, e signature date Phone: 970 9 8 C 7 92) (days); S Ain e., (evenings) Project Name: )) l HAI w T N oe /,./A y' (42e-ieK Op) Project Address: ) /) )d d W7 4 i t w e. l-✓ - ,y) 4 A It A G I/ u T c°) Lv . 8) G 5 Notes: If you have answered "No" on any of the questions, you may be required to provide this information at the request of the Building Official prior to beginning the plan review process. Delays in issuing the permit are to be expected. Work may not proceed without the issuance of a permit. If it is 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 6 •sills tUd1 • Designate North Arrow 0i . 0 '0 0▪ 0 z� O z tr N 03 o 0 I. s 0 V 0 O .0 T bb. A cis -o 0 6) •% N 6. -0 O O c O N U t0 U 1- t0 4) 01 .o >,• �=3 c op N c 0) "o N.0 ..D d 0 It Wg .; E 7 U 'fl 0 U Nd c, • N N • oD qj c 4 c c d N c c U c • 0 .O a) h H O W TCS 0 N 00 3 c es_ 0) 0 1 t0 0 i..... .r a County Road (Note the Road Number and Name) 1994 Building Cede Setbacks: 25 feet front and rear and 10 feet on the ;ides • Snowload: 401bs. /sq. ft. up to 7000 feet Seismic: Zone 1 Windshear: 80 mph Wind exposure: B Windload: 151bs. /sq. ft. Frost Depth: 36 inches -30 inches from finished grade to top of footing (Liveload is snowload-imposed by snow) 8 N H 3 OC 0 P4 V CO. S 0 4 J . fr/ 14WINgANC N as t",:t 3 y CIS "• 17 =h e" a5Y e M,,•+ katI MA611INPFw'a ,,� " A" 9rt w^�1 i.,, 5'yWIQ" •% to 4777;410 lop 17 =h e" 06/15/2000 12:39 FAX 9702433145 Willamette Industries, Inc. Enginoersd Wood Products E -Z Cale (v3.07.020) HARBERT LUMBER C J.M. THOMAS FOREST PRODUCTS PROJECT: HAWTHORN LOFT LOCATION: HARBERT LUMBER JOB NO.: 6/14/00-1 DESIGNER: DR ®o4, 06/141 SHEET: MARK 3 Floor Beam TRIG.: 1.3 ft Input rNl*ds horizontal corder to centerspene. W 1 ■ 73 pit LL a 40 pst DL - 15 psf Duration° 100% P1+ 34041bs © 8.917 ft LLr• 2228 lbs DL. 1173111s Duration* 116% TOTAL APPLIED LOAD, SHEAR AND MOMENT DIAGRAMS Pt Wittier T 17.03' Maximum Reactions Dead Load: Liw Load: (DOL) Shear: (lbs) Positive Moment (falba) Deflection span: Support 1 Support 2 001 901 1590 (115) 1500 (115) % Allow. 1554 81% Maximum 2403 18893 Allow. 13022 30754 LL Ratio TL Ratio 0.41 1/518 0.54 1/332 1 DOL - Control 115% - Total Load T15% - Total Load EIw1392x106 •" USE TRIPLE 1.78 x 11.878 INCH S1rucL*m(1.11E)'e• Mln end bearing (angth a 1.5 In. Support bearing length requirements must be chocked separately. Continuous Wend support required st top edge. Lateral support required at bearings for bottom edge. TM products nand u s Intended tor Manor uM, normal lanpereturi►. unquiet eppleudore end must M mad In era danoa S leoal budding coda ralrkeme and Willamette InMeddes, Inc. nowrrnendetiOna Tine Oeblealon rifler° the spate design We m tIQn 4d Product detandedlon ter endreled woad preclude menuradund by Wowed' hrduabtss, Inc. TM beet, opens and epeeaSS hays been pcMed by others and dl InkmrRWn noted should be osratulM aarelned er verified for the wow aid uWlebelg of at design parameters end produce atle$dona 06/15/2000 12:39 FAX 9702433145 Willamette Industries, Inc. Engineered Wood Product E -Z Calc (v3.07.Ozb) HARBERT LUMBER C J.M. THOMAS FOREST PRODUCTS PROJECT: HAWTHORN LOFT LOCATION: MARBERT LUMBER JOB NO.: 6/14/00-1 DESIGNER: DR rit 02, 08/14/ SHEET; MARK 1 Roof Joist 7RIB.: 24 M. MEMBER SLOPE: 8/12 Input reflects horitontal center to center spans. W1.120 plf LL a 40 psf Dl. t 20 psf Dur -tion■ 115% TOTAL APPLIED LOAD, SHEAR AND MOMENT DIAGRAMS Whirl r 1212'a a Maximum Reactions Dead Load: Live Load: (DOL) End Reaction: (lbs) Shear: (lbs) Positive Moment: (baba) Support 1 Support 1 201 201 360 (11 6) 360 (115) % Allow. 41% 31% 32% Maximum 561 502 1263 MOW. 1360 1639 3901 DOL - Control 115% - Total Load 115% • Taal Load 115% - Total Load ( 7% REPETITIVE INCREASE USED FOR ALLOWASIS MOMENT) Deflection LL Ratio TL Ratio Span: 0.06 //2004 0.09 //1260 El■311x106 Kir 6.16x10a awe USE 11.875 INCH SJ -20 Q 24 In. OIC "" Mln end bearing m 1.78 itches - web stiffeners not required. Birdsmouth and beveled plate conditions require addition consideration. Continuous lateral support required at top edge. Lateral support required et bearings for bottom edge. The products naw are Intenaa mor Intake tam, norm! temperatures, unmated spoliation* and must be installed In accordance with local b atdlns coda require and warn is Indultam, Inc. raeornmnnnaat rs. This calculation reflects the specific design Information and product dawmkutlon for anslnaers wood pledge* rsnufatttured by Waanade !Muttrlss, Inc. The pada spine end wave have been prodded by °there and di Information noted should be oerefuly ala,Nnea an celled for the accuracy end suitability o/ as design parameters end product eepcGun. 05/15/2000 12:39 FAX 9702433145 H T LUMBER C 1 • Willamette Industries, Inc. Engineered Wood Products E -Z Calc (v3.07.02b) • J.M. THOMAS FOREST PRODUCTS PROJECT: HAWTHORN LOFT LOCATION: HARBERT LUMBER JOS NO.: 6/14/00.1 DESIGNER: DR • • 08/14 8HIMT: MARK 2 Roof Beam TRIG.: 4.511. MEMBER SLOPE: 0/12 Input reflects horizontal center to canter spans. W 1 a 270 pit LL - 40 pat DL • 20 ps1 Durations 115% TOTAL APPLIED LOAD, SHEAR AND MOMENT DIAGRAMS lt]r Maxknum Reactions Dead Load: Live Load: (DOL) Shear. (lbw) Poaltive Moment; (ft -lbs) Deflection Span: Sled Support 1 Support 2 588 588 1114 (115) 1114 (115) 1G Allow. Maximum 31% 1430 8194 5285 Miens. 4541 10252 LL Ratio TL Rego 0.21 11723 0.31 1/473 DOL - Control 1151E - Total Load 115% - Total Load Elm 404 x 10° "a USE 1.75 x 11.875 INCH StrucLam(1.9E) •ea Min end bearing length s 1.5 In. Support bearing length requirements must be checked separately. Continuous Imes support required at top edge. Lateral support required at bearings for bottom edge. The products nosed u.l eidsd far Interior use, .untreated spp9dand t4rn amet to Yweattma sd In .nca Win Iowa Wong was mq.na m and WaetnWte Industries, ane. reesmmend olona. This cele nfhdta the epedao design SSnnation end product drlwrwnedon for e°9truand Wood products mamgaw.d M maenads Industries, Ins. The in, scene end ep..Lrge Mn seen proNdad by others end al Inas nsoon noted should be arWuey wrens we verified for the accuracy and aihnly dee Oar per.m.Yra end Product seSaf ens. SIMPSON LSSU U.S. Patents 4,230,416; 4,423,977 Canada Patent 1,168,827 'A' FLANGES LSSU Sloped Installation LSSU INSTALLATION SEQUENCE ACUTE rn Nall heen▪ Wpsr to ANGLE foist inlate ling seat nall first No bevel necessary for • skewed Installation. SLOPE TO 45' UP OR DOWN LSSU LIGHT SLOPED/SKEWED U HANGERS All LSSU's are slope and skew adjustable on the job site. The versatile LSSU range of products attach Hoists to headers at any slope up or down, and any skew left or right, up to and Including 45' LSU3510.2 may be field -sloped up or down 45° and factory -ordered with a skew to 45°. Now, with these job site adjustable hangers, you can always have the right hanger available for those special rush projects. FINISH: Galvanized INSTALLATION: • Use all specified fasteners. Verify that the header can take the required fasteners specified in the table. • Web stiffeners are required wth Hoists using this hanger style. • When sloped or non -sloped joist depth exceeds 14" see rotation resistance detail on page 8. • For field -skewing, see LSSU INSTALLATION SEQUENCE below. • Inside face nails at acute angle are not used for skewed installations. OPTIONS: For additional choices see Hanger Options Matrix on page 50. CODES: BOCA, ICBO, SBCCI Nos. NER-421 and NER-432. City of LA No. RR25074 and RR25076. r- n Skew flange to form acute angle. Bend other flange back Bend along centerline of slots. Bend one time only. IMPORTANT NOTE: Thos toed table addresses hen rfwederMetener limitations only. Joist tmRations must be determined for each installation. ❑8 Attach hanger to header, saute angle side first Install nails at an angle. Joist Width (91/4"min. Model No. Dimensions Fasteners A1lowabN Loads W _ H Face s Joint - Uplift1 DFI$P Species Header SPF Header Fba p required)( ,, (100) Snow (1151_ Com(Floor (125) ries (100) now 15) Conti (126) Sloped Ono (Reopen 11/2 LSSU28 18 13',s 7% 10-10d 5-10dx11,4. 485 535 1110 1275 1390 960 1105 1200 1'/4 LSSU210 18 1%e 16/4 - 1/4 1861)125 18 11%e 8' 10-10d 7-10dx11/4 730 875 1110 1275 1390 980 1105 1200 2 LSSUI2.06 18 2'/4e 21/4.2s/ie LSSUI35 18 21/4e 21/2 1-66116310 16 22/16 '81/4 18-16d 12-10dx11/2 1150 1150 2395 2565 2585 2070 2215 2215 2% LSSUIH2.68 16 2"/,6 3 LSSU210.2 18 3% 8'/4 18-16d 12.10dx114 1150 1150 2395 2755 2990 2070 2380 2590 31/4 LSSU410 18 3•/,e 81/4 18-16d 12.10dx1' 1160 1150 2395 2755 2990 2070 2380 2590 4'.4.434 LSU3510-2' 14 46/4 81/4 24.16d 16-10dx12 1150 1150 3215 3700 4020 2785 3200 3480 Skewed Hangers or Sloped and Skewed 11/2 LSSU28 18 1%e 71/4 9-10d 5-10x11/6 450 450 885 885 885 765 765 765 11/4 LSSU210 18 1%4 1% .1% LSSUI25 18 11%6 8% 9.10d 7-lOdxl% 730 785 995 1065 1065 860 920 920 2 LS51112.06 18 2'/,e 21/4 •26/,6 LSSUI35 18 26/,e 21/4 LSSUIGI0 16 29/ie 81/4. 14-16d 12-10dx14 1150 1150 1600 1600 1600 1385 1385 1385 264, LSSUIH2.68 16 2"/ie 3 1861)2102 16 31/4 81/4 14-16d 12-10dx14 1150 1150 1825 1865 1865 1580 1610 1610 31/4 L861.1410 16 36/,e 4'/4.46/4 LSU3510-2' 14 44/4 81/4 24-16d 16.10dx11/4 1150 1150 2300 2300 2300 1990 1990 1990 1. Roof bads are 125% of Boor loads unless armed by otheraitede. Floor bads may be •dlusted for bad durations accosting to the code provided they do not exceed ease In the roof columns. 40 2. Uplift bads Irxdudfra 33% and 60% Increase for windp earthquake loading, no further Inaease Is abxed. 3. LS113510-2 skew option must be factory -ordered. i 1 • b 52P 6 opo&Ioobb ugg N fosa "aa Zia k4 � Q P t P r 0 • • Willamette Industries, Inc. Engineered Wood Products E -Z CALC COVERSHEET ....�., Z2 - HAWTHORN LOFT 09/22/00 GRAND JUCTION CO DESIGNER: RG Job No: J.M.THOMASI SHEET: (�tt The attached calculations reflect the specific design information and product determination for engineered wood products manufactured by Willamette Industries, Inc. The Engineer's stamp is to confirm the products are designed to carry the loads shown for the spans and spacings indicated. The design loads were provided by others and their adequacy has not been verified. If the loads, spans, or spacings are incorrect or incomplete notify Willamette Industries, Inc. Immediately (800-942-9927). Neither Engineer nor Willamette Industries, Inc. is responsible for the design or manufacture of these products if altered or used in any other manner not shown specifically on these calculations. Nor are they responsible for any other portion of the supporting structure. The products noted are intended for interior use, untreated applications and normal temperatures. Beam weights must be included in the dead Toads noted. Concentrated loads are assumed to be applied to the top edge of the member. Lateral loads are not considered. The calculations assume the above products are laterally braced as noted on each calculation and installed in accordance with local building code requirements. Additionally Willamette Glulams must be installed per APA recommendations and I -Joists and StrucLam must be correctly installed and supported per Willamette Industries, Inc.recommendations. Roof joists and beams must be sloped per code for adequate drainage. Willamette Industries, Inc., Engineered Wood Products Division, 2550 Progress Way, Woodburn, OR 97071 E -Z Calc (5.0.86) Willamette Industries, Inc. Engineered Wood Products E -Z Calc (v5.0.86 -WE) Technical Support (800) 942-9927 JOB NAME: HAWTHORN LOFT LOCATION: GRAND JUCTION, CO JOB NO: J.M.THOMASI DESIGNER: RG MARK 1 Snow Roof Joist Trib: 24 in. MEMBER SLOPE: 0/12 Input reflects horizontal clear spans. W1= 120 plf LL = 40 psf DL = 20 psf Duration = 115% LOADS SHEAR MOMENT * W1(9') 9' 549# 1255# 54911 09/22/2000 SHEET: 'fig Maximum Reactions Support 1 Support 2 Critical Live Load: (DOL) 366 (115) 366 (115) Dead Load: 183 183 % Allow. Maximum Allow. DOL - Control End Reaction: ( lbs 25% 549 2174 115% - All Loads Shear: ( lbs 21% 549 2588 115% - All Loads Positive Moment: (ft -lbs 25% 1255 4991 115% - All Loads Deflection LL Ratio TL Ratio Span: 0.052 // 2116 0.078 // 1411 El =288 x 108 K = 9.88 x 108 *** USE DOUBLE 9.5 INCH SJ -15(1.8E) *** Min end bearing = 1.75 Inches, web stiffeners not required. Continuous lateral support required at top and bottom edge. Connect multiple ply members per Willamette Industries Installation Guidelines. The products noted are intended for interior use, normal temperatures, untreated applications and must be Installed In accordance with local building code requirements and Willamette Industries, Inc. recommendations. This calculation reflects the specific design Information and product determination for engineered wood products manufactured by Willamette Industries, Inc. The loads, spans and spacings have been provided by others and all informatbn noted should be carefully examined and verified for the accuracy and suitability of all design parameters and product selections. Willamette Industries, Inc. Engineered Wood Products E -Z Calc (v5.0.86-wE) Technical Support (800) 942-9927 JOB NAME: HAWTHORN LOFT LOCATION: GRAND JUCTION, CO JOB NO: J.M.THOMASI DESIGNER: RG MARK 2 Roof Beam Trib: 2 ft. MEMBER SLOPE: 0/12 Input reflects horizontal clear spans. W1= 120 plf LL = 40 psf DL = 20 psf Duration = 115% Member Weight = 5.1 plf LOADS SHEAR MOMENT WI(12.38') 12.38' 805# 2591'# -805# Maximum Reactions Critical Live Load: (DOL) Dead Load: Support 1 Support 2 515 (115) 515 (115) 290 290 % Allow. Maximum Allow. Shear: (lbs) 15% 681 4541 Positive Moment: (ft -lbs) 25% 2591 10252 Deflection LL Ratio TL Ratio Span: 0.107 1 / 1449 DOL - Control 115% - All Loads 115% - All Loads 0.167 1 / 927 EI =464 x 106 09/22/2000 SHEET: 1/ti *** USE 1.75 x 11.875 INCH StrucLam(1.9E) *** Min end bearing = 1.5 inches. Support bearing length requirements must be checked separately. Continuous lateral support required at top and bottom edge. The products noted are intended for Interior use, normal temperatures, untreated applications and must be installed in accordance with local building code requirements and Willamette Industries, Inc. recommendations. This calculation reflects the specific design information and product determination for engineered wood products manufactured by Willamette Industries, Inc. The loads, spans and spacings have been provided by others and all Information noted should be carefully examined and vedfled for the accuracy and suitability of all design parameters and product selections. • Willamette Industries, Inc. Engineered Wood Products E -Z Calc (v5.0.86 -WE) Technical Support (800) 942-9927 JOB NAME: HAWTHORN LOFT LOCATION: GRAND JUCTION, CO JOB NO: J.M.THOMASI DESIGNER: RG MARK 3 Floor Beam Trib: 1.3 ft. Input reflects horizontal clear spans. W1= 73 plf LL = 40 psf DL = 15 psf Duration = 100% P2= 3528 lbs (cD 8.92 ft. LL = 2352 lbs DL = 1176 lbs Duration = 115% Member Weight = 15.2 plf LOADS SHEAR MOMENT P2 W1(17.83') 58.8 SQ. FT. ROOF (40, 20) 17.83' 2575# 1764# !b'15883'r -2575# Maximum Reactions Critical Live Load: (DOL) Dead Load: Shear: (lbs) Positive Moment: (ft -lbs) Deflection Span: Support 1 Support 2 1665(115) 1665(115) 910 910 % Allow. Maximum 18% -2488 65% 19883 Allow. 13622 30784 LL Ratio TL Ratio 0.472 / / 466 0.723 DOL - Control 115% - All Loads 115% - All Loads / / 304 EI =1392 x 106 09/22/2000 SHEET:4/H *** USE TRIPLE 1.75 x 11.875 INCH StrucLam(1.9E) *** Min end bearing = 1.5 inches. Support bearing length requirements must be checked separately. Continuous lateral support required at top and bottom edge. Connect multiple ply members per Willamette Industries Installation Guidelines. The products noted are Intended for Interior use, normal temperatures, untreated applications and must be installed In accordance with local building code requirements and Willamette Industries, Inc. recommendations. This calculation reflects the specific design Information and product determination for engineered wood products manufactured by Willamette Industries, Inc. The loads, spans and spacings have been provided by others and all Information noted should be carefully examined and verified for the accuracy and suitability of all design parameters and product selections. • STP WORK GARFIELD COUNTY BUILDING DEPARTMENT 109 8TH STREET, SUITE 303 GLENWOOD SPRINGS, CO 81601 970-945-8212 NOTICE THIS BUILDING HAS BEEN INSPECTED AND GENERAL CONSTRUCTION 7' p ELECTRICAL 0 �/ El HEAT ESuM£ vet p GAS FITTING ck oN p SEPTIC SYSTEM StPM CME AC0 (!LANs ❑ PERMITS Fat t►oo F p OTHER `t['� IS NOT ACCEPTED PLEASE CORRECT AS NOTED BELOW BEFORE ANY FURTHER WORK IS DONE. -NOTE- 1411/: PERMIT NO. IN 'PECTOR DO NOT REMOVE THIS TAG A i INSTSTDOSTDEOATEJUNLESS PENHOB 24 HOURS NOTICE REQUIRED FOR INSPECTIONS HOURS NOTICE REQUIRED FOR INSPECTIONS BUILDING PERMIT GARFIELD COUNTY, COLORADO i Date Issued11(4100 ,.1( 00 Zoned Area Permit No..�t..11 i 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 ounty Building Inspector and I EDIATELY RECO NULL AND MIND. •r /,,,, C n � Use ca Asea ° t i fit" a of c tt /(f lN- F+r'ttS'C Addre s or Leg Description 1 ' 44A- 0 L k /� leactik Owner 'eR, j Contractor -e &e Cd v Ki _' Setbacks Front Side This Card Must Be Posted So It is Plainly Visible From The Street Until Final Inspection. Side Rear 3_5ot3 THIS PERMIT IS NOT TRANSFERABLE Phone 109 8th Street County Courthouse Glenwood Springs, Colorado. DO NOT DESTROY THIS CARD APPROVED Date a a By A`1I < ID C . IF PLACED OUTS- COVER WITH CLEAR PLASTIC INSPECTION RECORD Footing ✓ Foundation V Underground PlumbingInsulation 10 2_ , ,p Rough Plumbing tg_3_0-z) a Drywall 1 (_(Dr- co ieb___L_ Chimney & Vent 1/Electric Final (by State Inspector) t r'%/rd., Gas Piping cis.3 _a, kf.i, Final 1 2i- 1 A. 2r4 6 Electric Rough (By State Inspector)441s$.W, Septic Final Framing ARati ik-- l0/chj(� /o/ (To include Roof in place and do and Doors installed). v. Notes: COVERING - ALWHETHER N ERLISTED ITEMS IOR OR EXTERIOR, UNDERGROUND OR ABOUST BE INSPECTED AND APPROVED VE G E GRO ND. 3_5ot3 THIS PERMIT IS NOT TRANSFERABLE Phone 109 8th Street County Courthouse Glenwood Springs, Colorado. DO NOT DESTROY THIS CARD APPROVED Date a a By A`1I < ID C . IF PLACED OUTS- COVER WITH CLEAR PLASTIC ,rrot-Losn_ COUNTY OF GARFIELD - BUILDING DEPARTMENT Ott • CONNECTION NOTICE 100 eth St. Suite 803 Glenwood Springs, Colorado Phone 9454212 Oototooated at ill tik-A-ti"Th''.:: ta_, Pentaft No. 7(1 Tea • ' — 1.;;•!..;•••.•••,•••• • 1 have thls day Inspected this structure and these. jprectlees and found the following corrections needed:i ....'' ,,,„.....,....,.. „,.. ,...!.,,. ''•:P kji-)1›.1: > 1170-A oft i=t -0-7" .)F -1 /A) ' • :" ',!:!,,•• •IstAKIA?,--- alf-a-9 "3 1s44" -mf -137- 7 .. ,. . . at w-,003- btu bet Tor 71.4T15 bia-- g (S --A.. el -P- Arr- cs-ifts u:L•.. ' • 45r4-4 E6P.-}M. 40 i ger4f roitsdit.,%.? 1 ,,... . sitzr H erdr-,P, zittif tottrreyai erdt-K. or Kistaa1 s Perdtk ge' tia-4-1> fre- 4--T" Aa>PS-1NL sL71-7k tr ce rrEe---ss 651' VA7erg.. r ISTsiere;_filitt644 rasa*. P trterAlib4" 717grin*Atis 5 When correction(*) have been made, call for epsilon. on b -/ -27 ts,_ Phone 9454112 - q z //os-PEcT7 06/15/2000 12:39 FAX 9T02433145 Willamette Industries, Inc. En(IInwrod Wood Products r E -Z Calc 093.07,02b) HARBERT LUBBER C J.M. THOMAS FOREST PRODUCTS PROJECT: HAWTHORN LOFT LOCATION: HARBERT LUMBER JOB NO.: 5/14/00-1 DESIGNER: DR dog 09/14/ SHEET. MARK 3 Floor Beam TRIS.: 1.3 It Input redacts horizontal center to anlsrspa u. Ms e 73 pit LL a 40 psi DL re 15 per Duratlone 100% P1+ 3404 Ibs 6 8.917 ft LL- 2226 Ib. DLe 1178I1e Duration. 116% TOTAL. APPLIED LOAD, SHEAR AND MOMENT DIAGRAMS wrt17.181 1 saws rt Maximum Resatlons Dead Load: Live Load: (DOL) Sheen Obs) Positive Moment (fMbs) Deflection span: Itte 19991111 so 4 Support 1 Support 2 901 001 1590 (115) 1590(115) % Allow. Maximum 10% 2403 81% 18593 LL Ratio TL 0.41 [1 515 0.04 211111, Allow. DOL - Control 13022 115% - Tota1 Load 30764 115%- Total Load Rstlo 11332 Els 1302x101$ ••• USE TRIPLE 1.70 it 11.878 INCH StrucLam(1.9E) ••• Min end bearing toroth a 1.6 In. Support bearing length requirements must be awaked separately. ContMuous Wend support required st top edge. Lateral support required at bearings for bottom edge. Tres produces noted ars mesiad for Inlrlor uw, normal Wnperats. eeNNad 4 — s end mus be raNsd M emedente S k.eU Saran pada regime and wirmalta Indwells, Inc. recannendidlons. TIM asteedadon recta tis speak. align Into., .. sd product deleniton forenerealud Nand medians mem rsolured byVV hooses InduabMs, Inc. The beds. Spens ed apedrp Is been puv*sd brrem and al Womraeon soled Should l» anelay eanNnW or Weed for 6r saw ed eaabstr of M deal9tl paeeferre end product Sods 06/15/2000 12:39 FAX 9702433145 Willamette Industries, Inc. Engipsered Wood Products E -Z Calc (v&OT.02b) 1 HARBERT LUMBER C J.M. THOMAS FOREST PRODUCTS PROJECT: HAWTHORN LOFT LOCATION: HARBERT LUMBER JOS NO.: 6114100.1 DESIGNER: DR ®02. • • 05/141 SHEET: MARK 1 Roof Joist TRIS.: 24 In. MEMBER SLOPE: 6t12 Input reflects horizontel center to center spans. W1.120 plf LL • 40 psf OL • 20 psi Durations 115% TOTAL APPLIED LOAD, SHEAR AND MOMENT DIAGRAMS s' } Maximum Reactions Dead Load: Live Load: (DOL) End Reaction: (Ibs) Sheen (lbs) Positive Moment: Ift.lbs) Support 1 Support 1 1 201 360 (116) 300 (116) % Allow. Maximum 41% 661 31% 502 32% 1203 Albw. DOL - Control 1900 • 115% - Total Load 1899 115% - Tatat Land 3901 116% - Total goad ( 7% REPETRIVE INCREASE USED FOR ALLOWABLE MOMENT) Deflection Span: 1-L Ratio TL Ratio 0.05 112004 0.09 111200 EI ■ 311 x 108 K • 6.15 x 10e s"' USE 11.875 INCH SJ -20 ®241n. OIC Min end bearing • 1.70 inches - web atlUsnsn not mqubsd. Birdsmoutk and beveled plats conditions require additions oonsidention. Continuous instal support rsqulmd at top edge. Lateral support required at bearings for bottom edge. The proem naw ars samosa for LIuLd ua, nomad dnpnMurw. unfrosted appMtMbns ane neat be Maalad In e matinee wan ser mama ads ngldrrne and Waamaea InduaflS, Int,. febormatlslkna. TKO calculation Wools eta Palk Malan Information and product aearinlnalbn for trainmen mot prodgCK rnanunctursd by Miran xMusbW, lrt. Thor Mads, mem arc sesame Mw bear wonted by others and a t IMmnafion Mai Mourn be ant* aamsad an melon for tits accuracy and susrbiaty of at dnl,n apron end p swot sslaotlm+. 06/15/2000 12:39 FAX 9702433145 BtT LUMBER C WillAmette Industries, Inc. Engineered Wood Products E -Z Calc (v3.07.02b) J.M. THOMAS FOREST PRODUCTS PROJECT: HAWTHORN LOFT LOCATION: HARBERT LUMBER JOE NO.: 6/14/00-1 DESIGNER: DR • 05M4 8HRJ;7: MARK 2 Roof Bram TRIS.: 4.511. MEMBER SLOPE: 0/12 Input reflects horizontal center to center spans. W1- 270 p1t LL a 40 pat DL - 20 per Duration. 115% TOTAL APPLIED LOAD, SHEAR AND MOMENT DIAGRAMS Isms tzar Mrxinum Reactions Dead Lord: Live Load: (DOL) Shear: (Ilea) Positive Moment: (R -lbs) Deflection Span: Support 1 Support 2 565 586 1114 (115) 1114 (116) % Allow. 31% 51% Maximum 1430 5265 Allow. 4541 10253 LL Ratio TL Ratio 0.21 /1723 0.91 1/473 e DOL - Control 115% -Total Load 115% - Total Load EI.484x106 "' USE 1.75 x 11.876 INCH StrucLam(1.9E) "' Min sed bearing length 01.5 In. Support bearing length raqutnmsnts must be clocked separately. support required at top sdg.. Lateral support required at bearings for bottom edge. Continuous lateral The pawls noted... fended lar for use, nems tapMMures urinated appieetione S 4 Moths YwadM1 In etc online* Mt boa balm endo raganinal and Wrrni1ts Industries, inc. n.amm.ndoUorp. TMs Calculation mimes ere nano design irdaoratbn end product dderrnlncUal for engineered wood products msnd.aur.d by amens Indumnie, Thee The bee., inane and wads new been prmliSd by alters end m btaem.dbn notes should be arseay ao:rriad a. wiled for the eboureay and aAeblity crab deer p..mebm end product sidea l ns. c 1 1 VPA VARIABLE PITCH CONNECTORS The VPA is adjustable to slopes between 3:12 and 12:12, with a special interlock design Indicating when maximum pitch is reached. Used to complemeilt the versatile LSSU. The bend tab design finny seats the joist and nails vertically into the bottom flange of the Hoist when web stiffeners are not used. When web stiffeners are used, nail the bend tab directly into the stiffener. The VPA is designed for use with double top plates. The 2" seat allows sufficient bearing area for most wood I•joists. Check with manufacturer for use at midspan support. The fully die -formed VPA Is excellent for use with wood I -joists, eliminating difficult notching. It reduces the need for beveled plates and toe -nailing. MATERIAL: 18 gauge FINISH: Galvanized INSTALLATION: • Use all specified fasteners. Verify that the header can take the required fasteners specified in the table. • Obround nail holes allow easy installation of slant nails to the top plate. • Face nails attach to both upper and lower top plates, helping them to act as one unit. • See VPA INSTALLATION SEQUENCE diagrams below. CODE: Submitted to CABO. VPA INSTALLATION SEOUENCE 0 Install top nails and face PAN nails In "A" flange to outside wall top plate. Install "B" flange nails In the obround nall holes, locking pitch. A and 13 Flanges touch at 45° U.S. Patents 4,291,996, 4,410,294, 6,336,469 and Canada Patent 1,165,964 Seat ratter with a hammer, adjusting "B" flange to the required pitch. Bend tab with hammer and Install 10dx1'4"nail Into tab nail hole. Hammer nall In at a slight angle to prevent splitting. IMPORTANT NOTE: This lad table addresses hangerAleaderlfastener limitations only. Joist limitations must be determined for each Installation. Joist Width Model W. W Fasteners Allowable Lade Member Carried Member Uplift Download lateral DF/SP 6pecNe SPF Species DF/SP Species SPF Softies (133) (180) (133) (180) (133) (180) (133) (160) DF/SP SPF Fi F2 F1 Ft Fi F2 Fi F1 11/2 VPA2 12/e 8.10d 2-10dx1'/2 245 295 210 250 1050 870 375 245 375 250 325 210 325 250 1% - 1% VPA25 113/16 8.10d 2-10dx1'/2 245 295 210 250 1050 870 375 245 375 250 325 210 325 250 2 VPA2.06 2 9.10d 2-10dx11/2 245 295 210 250 1230 1020 375 245 375 250 325 210 325 250 21/4.2/,e VPA35 254e 9-10d 2-10dx1'/2 245 295 210 250 1230 1020 375 245 375 250 325 210 325 250 21/2 VPA3 2e/+e 9-10d 2.10dx11/2 245 295 210 250 1230 1020 375 245 375 250 325 210 325 250 2% VPA2.68 211/te 9.10d 2.10dx11/2 245 295 210 250 1230 1020 375 245 375 250 325 210 325 250 31/2 VPA4 311/1e 11-10d 2-10dx1'/2 245 295 210 250 1230 1025 375 245 375 250 325 210 325 1250 1. Uplift bads Include a 33% and 60% Increase for wind or earthquake loading with no further increase allowed. 2. Loads may not be increased to shod -term loading. 41 noNe/< SOY 7RusI - / s e. A a /T X rveA .. ate* MmR.src� r 1a�-:. NTs Irma. y.♦aw w, ,,i.ValtrCy «iwenw',r�+ru�'a► rwyasramteiMwwv ilos. �'�^we9Aaa.Y��/�r �fA •w1/a�'Rwawe.lYa't;lrut4"w9+a�lr.cl+r. rrraur+a csa�+++w .w�.3 %t'�.�,w 11+R'1. *s.a...}'k'+ k dw�l.. .�. -In. M,a wawa/Ica • d\ 4\ v t s O'er i 3 T S,1/417 Tht 06/15/2000 12:39 FAX 9702433145 Willamette Industries, Inc. Eng(neared Wood Products E -Z Calc (v3.07,02b) EARBERT LUMBER C la 04 J.M. THOMAS FOREST PRODUCTS PROJECT: HAWTHORN LOFT LOCATION: HARBERT LUMBER JOE NO.: 0114/00.1 DESIGNER: DR 06/14/ SHEET: MARK 3 Floor Boom TRIB.: 1.3R Inputrefecle horl¢oritel center to caitsr spin. W1`73plf LL 40 pal DLgm16psi Durations 100% P1+ 3404 lbs 06.917 R Lieu 2220 lbs DLr 1170 Ale Dursdono 115% TOTAL APPLIED LOAD, SHEAR AND MOMENT DIAGRAMS ier1(171131 1 int 1 P1 17.69 4 Maximum Rwtlons Dead Load: Live Load: (DOL) Shear. (lis) Positive Moment (IMbs) • Support 11 Support 2 901590 (115) 1590 (115) % Allow. Maximum 18% 2403 01% 18093 Allow. 13622 30764 Def eat on LL Rat TL Ratio Span: 0.41 //610 0.04 it332 DOL Control 115% - Tow Load 115%- Total Load Elm 13112x10e e"a USE TRIPLE 1.70 x 11.876 INCH StrucLwi(1.9E) a•a Min end busing hnpth Iv 1.5 In. Support bearing length requlnarrrants must be chocked sepantay. Continuous lateral support roqu(nd st top edge. Lateral support required at bearings ter bottom edge. The products rood are ISMS ter Nan& use, mos wrommtbres, west appeeetlar end nu* ba ernad b anemdanea a a bunt's ands Mara and WIMmelte eidusblea, Ina. ledarms Wrions. Tvisosb untIM1 revs In moot tlINI IntomMMn end product dasrrdntlbn toren, nand Weed Pnduale rnanupao ind byWillamette I ala Inc. The Made. spur ale a aeap ha been provided byalhasand dl Mrarm :Ion noted should be covannlned or eenllad for tlr s aasy and sal* of el dw19n Porn*, IS PPS* ardent 06/15/2000 12:39 FAX 9702433145 Willamette Industries, Inc. Enpir:wed Wood Product 1 E -Z Calc nr3.07.02b) RARBERT LUMBER C J.M. THOMAS FOREST PRODUCTS PROJECT: HAWTHORN LOFT LOCATION: MARBERT LUMBER JOS NO.: 6114/00.1 DESIGNER: DR lel 02 06/141 SHEET: MARX 1 Roof Joist TRIBE: 24 In. MEMBER SLOPE: 6/12 Input reflects hofttontpl center to minter spans. Wia 120 pH LL • 40 psf a • 20 psi Duratlon■ 115% TOTAL APPLIED LOAD. SHEAR AND MOMENT DIAGRAMS a' Maximum Reactions Dead Load: Live Load: (DOL) !nd Reaction: (lbs) Shear(lbs) Positive Moment: (ft -lbs) 12na Support 1 Support 1 201 201 3S0 (116) 360 (115) % Allow. 41% 31% 32% Maximum 561 502 1263 Allow. 1380 1630 3001 este DOL -Control • 115% - Total Load 11 S% - Total Lo.d 116% - Total Load ( 7% REPETITIVE INCREASE USED FOR ALLOWABLE MOMENT) Deflection Span: LL Ratio TL Ratio 0.06 112004 0.09 11125C Elm 311x106 K■0.1ex1oe """ USE 11.875 INCH 8.1.20 hID 24 In. O!C """ Min end bearing r 1.76 Inches - web att fsnen not requited. BIrdantouth and beveled plata conditions require additions consideration. Continuous lateral support required at top edge. Lateral support regaled st baerMgs for bottom edge. The mamas noted an Mottled for Witte sa., normel Immature', untested applications end must be Installed In occero re with IoW bonding cede require air Vitelli ette moss& Inc fkOr nudMblp. Title calculation Wrote pe wait design information and product datenninean tor enslneusa wood products Moorland *Warren Indumiaa, talc. The lomat spar end epeo w hive been provided by overs and a Warm tion noted should beareMy naming an verified Orr the soon* ud euirbillty of oil design women mrd prW'. M .rw9ote. 06/15/2000 12:39 FAX 9702433145 T LUMBER C a03 Willamette Industries, Inc. Engineered Wood Products E -Z Cale (v3.07.02b) J.M. THOMAS FOREST PRODUCTS PROJECT: HAWTHORN LOFT LOCATION: HARBERT LUMBER JOB NO.: 8/14/00-1 DESIGNER: DR 06/14 SHEET: MARK 2 Root Beam TRIS.: 4.5 fl. MEMBER SLOPE: 0/12 Input reflects horizontal center to center spans. W 1 270 pB LL a 40 pat DL - 20 per Duration. 115% TOTAL APPLIED LOAD, SHEAR AND MOMENT DIAGRAMS 1Lar r 16706 1570a 147Pe Maxknum Reactions Dead Load: Live Load: (DOL) Shear. (Ms) Positive Moment; (1Wba) Deflection Span: Glatt Support 1 Support 2 588 688 1114 (115) 1114 (115) % Allow. Maximum 31% 1430 51% 5265 Allow. 4541 10262 LL Ratio TL Ratio 0.21 //723 0.31 1/473 DOL - Control 115% - Total Load 115% - Total Load Els464x106 `'" USE 1.75 x 11.876 INCH StrucLem(1.9E) a*e Min end bearing length a 11 In. Support bearing length nqulrunwnts must be checked *sparingly. support required at top edge. Latero( support required at bearings for bottom wdgs. Continuous latent The products noted are blended for Interior use, Iona tempMelua, untainted application and mad be breldled n Keorgpncs Wim loos/ bulldlg cede rsqutmn p and Wl4mslte Industries, Ina rebanmen*Ucns. Tota calculation reflects are spsdlro design information end product d*uuminsaon for enamored woad products mant/lCurd by Wraerndts Induatriea, Inc. The loses, aaana and apldbles hive boon protedsd by others end W rremlwlon robed should be carefully asntred era verified for the accuracy rd auaebaty or all design peramdars end product Mlsabns. c 1 1 1 t VPAPITCHVARIABLE CONNECTORS 11 SIMPSON The VPA is adjustable to slopes between 3:12 and 12:12, with a special interlock design Indicating when maximum pitch is reached. Used to complemedt the versatile LSSU. The bend tab design flnnty seats the joist and nails vertically into the bottom flange of the I -joist when web stiffeners are not used. When web stiffeners are used, nail the bend tab directly into the stiffener. The VPA is designed for use with double top plates. The 2" seat allows sufficient bearing area for most wood I -joists. Check with manufacturer for use at midspan support. The fully die -formed VPA is excellent for use with wood I -joists, eliminating difficult notching. It reduces the need for beveled plates and toe -nailing. MATERIAL: 18 gauge FINISH: Galvanized INSTALLATION: • Use all specified fasteners. Verity that the header can take the required fasteners specified in the table. • Obround nail holes allow easy installation of slant nails to the top plate. • Face nails attach to both upper and lower top plates, helping them to act as one unit. • See VPA INSTALLATION SEQUENCE diagrams below. CODE: Submitted to CABO. VPA INSTALLATION SEQUENCE 1❑ Install top nails and faes PAN nails In "A" flange to outside wall top plats. install "B" flange nails in the obround nail holes, locking pitch. A and B Flanges touch at 45° "8" FLANGE "A" FLANGE VPA U.S. Patents 4,291,996, 4,410,294, 5,335,469 and Canada Patent 1,165,964 REQPIITCH ❑2 Seat rafter with a hammer, adjusting "B" flange to the required pitch. Bend tab with hammer and Install 10dx11/2"nall Into tab nail hole. Hammer nail in at a slight angle to prevent splitting. IMPORTANT NOTE: This bad table addresses hanger/header/fastener limitations only. Joist limitations must be determined for each installation. Joist Width Model No. W Fasteners Allowable Loads narriiCarrNdF/P Member Uplift Lateral �S PPFDowMad • DF/SP Species SPF Slecles (133) (160) (133) (160) (133) (160) (133) (160) DF/SP SPF Ft Ft Fi Ft Ft F3 Ft Ft 11/2 VPA2 1%. 8-10d 2.10dx1'/2 245 295 210 250 1050 870 375 245 375 250 325 210 325 250 1%-1e4 VPA25 11a/,e 8-10d 2.10dx1'/2 245 295 210 250 1050 870 375 245 375 250 325 210 325 250 2 VPA2.06 2 9.10d 2-10dx11/2 245 295 210 250 1230 1020 375 245 375 250 325 210 325 250 21/4 .2e/,e VPA35 2S/ie 9-10d 2.10dx11/2 245 295 210 250 1230 1020 375 245 375 250 325 210 325 250 21/2 VPA3 2°/ie 9.10d 2.10dx11/2 245 295 210 250 1230 1020 375 245 375 250 325 210 325 250 2% VPA2.68 2"/ie 9-10d 2-10dx11/2 245 295 210 250 1230 1020 375 245 375 250 325 210 325 250 3'/2 VPA4 39/1e 11-10d 2.10dx11/2 245 295 210 250 1230 1025 375 245 375 250 325 210 325 ' 250 1. Uplift loads Include a 33% and 60% Increase for wind or earthquake loading with no further Increase allowed. 2. Loads may not be increased for short-term loading. 41 07/31/00 SUN 15:45 FA1 503 951 1529 WILL IND WOODDRN ta9G2 6 Willamette Industries, Inc. Engineered Wood Products E-ZCALC COVERSHEET Ba elment Mtess,, CO SHEET: 1// 1q0 DESIGNER: SW The attached calculations reflect the specific design information and product detemrinaiion for engineered wood products manufacturedpy Wltamatte Industries, Inc. The Engineer's stamp Is to centum the products are dehs�grted to army the loads shown for the spans and spacings Indented. The design baddss were provided by others and their adequacy has not been verified. If the bads, spans, or op ngs are incorrect or Incomplete notify Willamette Industries, Inc. Immediately (800-942-8927). Neither Engineer nor WIIarnatte Industries, Inc. Is responsible for the design or manufacture of these products If altersd or used In any other manner not shown sperm on calculations. Nor are they responsible for any other portion of the The products noted are Intended for Interior use, untreated application and normal temperatures. Beam weight Is added to the dead bad and included In the design results. Concentrated toads are assumed to be appied to the top edge of the member. Lateral bads are not considered. The calculations assume the above products are laterally braced as noted on each calculation and installed in accordance with local building code requirements. Additionally Willamette Gluten). must be Installed per current APA recommendations and I -Joists and Struclam must be correctly installed and supported per current Willamette Industries, tnc.rocommendatione. Roof Joists and beams must be sloped per code for adequate drainage. VMMn.e. IMablss. Inc., gegoosied Wood Redo* bhOobe, sego Proems Way, wmod*wn. OR 07071 E -z Oslo (5.67..02W 07/31/00 WN 16:47 Y'A1 503 881 1628 WILL IND W00DE1n Willamette Industries, Inc. Engineered Wood Products E -Z Calc carir,02b) EWP Technical Support (800) 542-9927 PROJECT: Hswlhanw Loft LOCATION: Betterment Mess, CO JO9 NO.: DESIGNER: 808 005 071t SHEET:: ni NARK 1 Roof Joist TRIG.: 24 in. MEMBER ELOPE: 6/12 Input reflects horizontal winter to center spans. W to 120 plf LL = 40 pef DL a 20 pef Durations 11596 TOTAL APPLIED LOAD. SHEAR AND MOMENT DIAGRAMS wt� r ■011 f 12(21} an MaximunlDead Load: Support 1 Support 2 201 Lin Load: COOL) 380 (115) 230601 (115) %Allow. Maodnium Allow. DOL -Control End Rsaotlon:Ibs 4196 561 1980 115% - Total Load Shaer: fibs 31% 502 1539 115% - Total Load Posltlwen Mne(fWbs 32% 1263 3901 115% -Total Load ( 716 REPETITIVE INCREASE USED POR ALLOWABLE MOMENT) Deflection LL Ratio 11. Rollo Span: 0.08 1 / 2004 0.05 1/ 1286 El = 311 x los K = B.18 x l06 'an USE 11.878 INCH SJ,20 a 24 In. OIC Min and bearing ■ 1.76 Inerts • web stiffeners not required. Birds/mouth and banhad plate conditions require additional aonalderadon. Continuous NSW support squired atop edge. Labral support coquMsd at bearings for bottom edge. 1i�ey � , npodtes Intended for bawler yun, normal lsmoo bnleynsa uMwrd merest be M. «e o wlsroduct c ng cods ream* and Wawa India:de Mo. nicattnindalesd�ou" Mf W owoad products oe towO rN oWnid br Iflaw hernia, M otl '�ds� era anand and pr dabbleprandial _ lw Oen ant al erbnveonb noted 07/31/00 1014 16:47 FAX 803 981 1629 Willamette Industries, Inc. Ergrnured Wood Products E -Z Calc („Z,071O2D) MARK 2 Roof Bam MEMBER SLOPE: W12 Input reteote hortronW winter to center spans. W1•• 270 pIf LL =180 plf DL :90 NI Duration= 116% 4 !r Roof loved. TOTAL APPLIED LOAD. SHEAR AND MOMENT DIAGRAMS WILL IND W0006RN EWP Twoholaal Support (800) 9424927 PROJECT: Hsw@norne Loft LOCATION: Betterment Mess, CO JOB NO.: DESIONER: 808 lib 004 07/31100 SHEET: +j44, w111Lsn1 } 12.31 tare. 1171* Min Mrudmum Reactions Wino Lomb Load: Shear: (Ib. Positive Moment 014be) Deflection Span: 021 11722 021 11472 Mtn Sup= 2 1114 (116) 1114010 % Mow. Maximum 91% 1430 61% 5270 4541 10262 LL Ratio Tt. Repo DOL. • Control 116% - Total Load 116%- Total Load 6 in 484x100 ***USE 1.75 z 11.876 INCH Structom(1.8E) nr" MM end basing Mnolh 01.61n. 11“rt besting ling* nqurrmM61 must be checked separately. support nqulred at top wipe. Liiti support required at bergs for bottom edge. Continuous lateral �M:- raid ew bgends for MderfortfnomS pu1100030 an6 MesaM4 Mal Nto INNI d In aacondenc• Mei hale bul&'up code 'Ion 0=11-yernNnd Rr dMQoeignenPean600duol dba for rated 07/31/00 NON 16:47 FA1 603 081 1620 WILL IND WOODRRN Willamette Industries, Inc. Engineered Wood Products E -Z Calc (J3.07A2b) Moor awn mast reflects horizontal oenter to 0anhr a. 1e 73 pit LL e 53 DL ■ 20 pi Durationa 100% 1.33' Floor load. P1- 3404 Ibe ® 8.917 n. LLa be DLe 1178 Ib/ Durations' 115% Reaction from Merit 42 (2) TOTAL APPLIED LOAD, SHEAR AND MOMENT DIAGRAMS EWP Technical Support (840} 942.9927 PROJECT: Hawthorns Loft LOCATION: Batbprne t Mesa, 00 .108 NO.: DE8IONER: 8D8 07131fi0 SHEET: cfig, Vn(17.a31) 4' I� l zarae nun IAa>zNnwnDeo 8u SOS 1 Support 2 Lbw Load: (DOL) 190500 (115) 19500 (115) %NIow. Maximum Allow. DOL -Control Shear= 18% 2403 1362 115% - Total Load Por*, Moment (ttts) 81% 18603 90184 115% • Total Load Detection LL Ratio TL Ratio Span: 0.41 11518 0.04 1 1332 EI a 1392 x 100 I" USE TRIPLE 1.75 R 11.875 INCH StrucLun(1.9E) --- Nin end bearing length • 1.5 In. Support basing length requkentulbs must be choked separately. Contksloue labors! support required at bop edge. Lard support respired at burlaps ter bottom edge. s Msred ere Mended for Maks eu, semi turpanrbeee, unheeeadoulsem ded end mut be Int i� nsoxydeme Ott load bulking reds rsrmemeseearM� hiclustdoed',�WrbetlerllHt.ThMtordkmaMM6e_Imabu^aembeennfaaargaN WOrobote.1W nM�andersoled OttM seethed endwerTathese ma/hardNbbblyofredr"DrarhabreerdMOM..104/001. by eters Willamette Industries, Inc. Engineered Wood Products E -Z Calc (v3.07.026) J.M. THOMAS FOREST PRODUCTS PROJECT: HAWTHORN LOFT LOCATION: HARBERT LUMBER JOB NO.: 0114/00-1 DESIGNER: DR MARK 2 Roof Beam TRIB.: 4.5 ft. MEMBER SLOPE: 0/12 Input reflects horizontal center to Center spans. W1■ 270 Of LL - 40 psi DL • 20 psf DuratIona 115% TOTAL APPLIED LOAD. SHEAR AND MOMENT DIAGRAMS Maxin um Reactions Dead Load: Live Load: (DOL) Shear. (lbs) Positive Moment: (ft4bs) Deflection Span: 12.31 07/2810( SHEET: mars 16 Support 1 Support 2 588 588 1114 {115) 1114 (115) % AIIow. 31% 51% Maximum 1430 5285 Aiken. 4541 10252 LL Ratio TL Ratio 0.21 i/723 0.31 1/473 DOI.-Control 115% - Total Load 115% - Total Load EI=484x 106 `ee USE 1.75 x 11.875 INCH StrucLam(1.9E) "• Mkt end bearing length -1.6 In. Support bearing length requirements mast be checked separably. Contlnuous laurel support required at top edge. Labral support required at hearings for bottom edge. The pndiro%noted en Wended for Interior use, homed tewerattns. untreated applications and mat be hotted In eooardanoe S local bacon cederase/nes and Warta indiabws, Inc. fie. This alouWon Sob the specific dwlpn Infostlon and product Ostentation for er4nssrad wood proatls namdawu o by Wannelte Soles, Inc. The leads, spans and Saw have been provided by others and ea Intonation noted should be se* ....J. d w# vwMsd fen the eomeeey anti suaebfRy ora deelur Fannin and pendia. eeleceons. Willamette Industries, Inc. Engineered Wood Products E -Z Calc (v3.07.02b) J.M. THOMAS FOREST PRODUCTS PROJECT: HAWTHORN LOFT LOCATION: HARBERT LUMBER JOB NO.: 8114/00-1 DESIGNER: DR 07/28/00 SHEET: MARK 2 Roof Beam TRIS.: 4.5 ft. MEMBER SLOPE: 0/12 Inpla refects horizontal center to center spans. W1■ 270 pit U • 40 psi DL • 20 paf Durations" 115% TOTAL APPLIED LOAD, SHEAR AND MOMENT DIAGRAMS W1(12.3111 123e' 167014 Maximum Reactions Dead Load: Live Load: (DOL) Sherr. Ube) Positive Moment: (ft-bs) Deflection Span: sisn 1 Wt14 Support 1 8up5 2 1114;115) 1114(115) % Mow. 31% 5191, Maximum 1430 5285 Allow. 4541 10252 DOL -Control 115% - Total Load 115% - Total Load LL Ratio 71Ratio 0.21 1/723 0.31 1/473 El•484x 10s •'• USE 1.75 x 11.876 INCH StrucLam(1,9E) see Min end bearing length • 1.6 in. Support bearing length requksments must be checked separately. Contlnuoua Moral support required at top edge. Lateral support required at bearings for bottom edge. The ppteats noted re Intended rm ~or use, normal arena untreated illeetOons and mast be indeed h exedra Mh bed bullet oak mgWnrar and Wl mus hduatries, inc. recommendations. This celadatbn resets h specie design Information and product dsamhtlbn lar anptarrad wood prods nonelected byWeenies Industries, inc. The loads, Kar and epees. Mss been provided by elder and rr Warren noted should be meta eaminedad venn ed lar the 'mummy end w4WRy or en design permutes end product eeleotbns. Willamette Industries, Inc. Engineered Wood Products E -Z Calc (v3.07.02b) J.M. THOMAS FOREST PRODUCTS PROJECT: HAWTHORN LOFT LOCATION: HARBERT LUMBER JOB NO.: 6/14/00-1 DESIGNER: DR 07/28/00 SHEET: MARK 1 Roof Joist TRIB.: 24 in. MEMBER SLOPE: 6/12 Input reflects horizontal center to center spans. W1- 120 plf LL - 40 oaf DL - 20 pef Duration- 115% TOTAL APPLIED LOAD, SHEAR AND MOMENT DIAGRAMS W1(91 5010 Maximum Reactions Dead Load: Live Load: (DOL) End Reaction: (lbs) Shear. (lbs) Positive Moment: (h -lbs) 1262'0 Support 1 Support 2 201 201 380 (115) 360 (115) `6 Allow. Maximum 41% 561 31% 502 32% 1283 50111 Allow. DOL -Control 1380 115% - Total Load 1639 115% - Total Load 3901 115% - Total Load ( 7% REPETITIVE INCREASE USED FOR ALLOWABLE MOMENT) Deflection Span: LL Ratio TL Ratio 0.06 / / 2004 0.09 /I 1286 EI -311x106 K.t6.18x106 "ee USE 11.875 INCH SJ -20 @ 24 in. OIC Re" Min end bearing • 1.75 inches - web stiffeners not required. Birdsmouth and beveled plate conditions require additional consideration. Continuous lateral support required at top edge. Lateral support required at bearings for bottom edge. The products noted ere Intended for Interior use, normal temperaturda; untreated applications end must be Installed In,gccordance with local building code requirements and Willamette Industries, Inc. recommendations. This calaMIon `reflects the specific design Wormatlon and prochrqt determination for engineered wood products manufactured by Willamette Industries, Inc. The loads, apneas! spscings have bean provided by others and WI information noted should be carefully examines end verified for the accuracy and suitability of all design parameter* and product selections.