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Application- Permit
No. 8614 GARFIELD COUNTY BUILDING, SANITATION, and PLANNING DEPARTMENT 109 8th, Street, Suite 303 Glenwood Springs, CO 81601(970) 945-8212 Job Addres - 1 o59 &-4( Nature of Work Building Permit r � ' J c l - 00 D-,1 Use of Building M 1 Owner 11 Contractor CU6c—Netr— ..enctd Amount of Permit$ CQ C;:, Date ot)3 Clerk GARF1ELY) COUNT'? 9703843470 10/21/02 02137pm P. 001 GARFIELD COUNTY BUILDING PERMIT APPLICATION 17;t.1~PIVNE: 3(970)7945-Rai2 Q, RFIEW COUNTY ((31.,ENWOOD SPRINGS), COLORADO PERMIT NO. S6 (4 - INSPECTION UNE (970)3$4--5003 PARCEL/SCHEDULE NO. ; R1 iii >ir ion SS 4 ,OU,n Lia_ CCkr_ en 5f1AO 1 4d /arm LOCItHO, SIIBDiV1910NotREN1 T1QN 3 `°"'°"Cud AED1}W1° . f c.,o�m .©-1755 7.181m: 4 A ritilletiN rmpa4 AGRAxC Pit ' Wm m 5 � ^T{/ Rc, 02;4rnEUXWO. P g /l Cj 8"1"7/0 Or i/1 es FLICHF PM ti omw 6 ,>tcvrb,maca j494L0/K0,1-1-tt LV ` tt, 7 Oanr711ow- keit_j �E� rI.i i ELsNlI1�asa i�� . ac1MALRIMM:r.srse.A �T ( y i __../ Y'_ a_a CURIOSltgPERt PIALIFAATPAP 4648 ( AS. 9 M11AGA! =Nom MOMS OSUMI 1:40 N,6 c se7m.n r% f 11� 4. 10 il➢II 4"ATRR97Gi0'lx/" t� v V EA[6011POdA[ U11-rn animal I i V J].1 7478CV VA7.OA71 C1 A7C:7 JJ�-� • An1QilTh VALVAT1fm ! J a7 Y AMAss'. OCikRp: iii A SEPARATE ELECTRICAL ARADO. THIS PERMIT BECOMES AI]'X1IORIZED IS WORK I3 SUSPENDED AFIBR WORK IS COMIENGBO: I HEREBY 'iS4, RTIEY KNOW 1113 SAME GOVERNING TIES HEREIN OR NM AU'1.13ORfXY TO VIOL4.TE LOCAL LAW REQUL.ATNG CONSTRUCTION. .1.i. NOTICE PERMTi 11 REQUIRED AND M116T 00 ISSUED BY ME STAT OP MILL AND VOID IF WORK OR CONSTRUgT1ON NOT COWAN= WITHIN 110 DAYS, OR IF CONSTRUCTION OR OR ABANDONED FOR A WPM OF IR0 DAYS AT ANY `1I1.45 THAT 1 HAVE REAL} AND EXAMINED TILS APPLICATION AND TO B$ TEM AND CORRECT, ALL Imov13IONS OF LAWS TYPE OF WORK WILL BE COMPLIED WITfiwHE THSRSPECIFIED THE GRANTING OF A PERMIT DOES NOT PRESUME 10 OM ORCAKELTHE PROVISI0N5 00 ANY OT1ILmRSTAIE OR CONSTRUCTION 01p, in pERBORMANCE OF / f.� .1. Al i PLAN CHECK Fat;PERMITFEE: 172.4 J 04.5:25 DATE PERMIT I3S1.1t0 TOTAL Psm IO 837 . / , OOC:i,ROIFP: CONST TYPB - ' R. 2 V //. J ZONING! ZIBACKs: 7117/.' o,,, ^+• � a ,'' U'�`.... , • Jif 'V /f + it Ira / .�. a . AriIJ.1i0N($; 4c ISIUNo IEE: ewe 1 ' VI]EMIR BN . � Pp1°VaNllila *dog Dept. AM:OEMBNP /a(akol1'/ PERMISSION IS HEREBY GRANTED TO ME APPLICANT AS OWNER CONTRACTOR ANDIOR TITS AfCiNT OF THE CONTRACTOR. OR OWNER TO CONSTRUCT TIE) 31RUCTURE AS DETAILED ON PLANA AND SPECIFICATIONS SUBMITTED TO AND REVIEWED By f1E BIBLDINGDEPARTMENT. TIN CONSE]PRATTON OF TEE ISSUANCE OF THIS PERMIT, ii3E RIGA. HEREBY AGREES TO COMPLY mai ALL BUILDING CODES AND LADED USE REGULATIONS ADOPTED RX (IARFIGYrt COUNTY PUR uANT TOAUt1100 XY GWVEN IN 302L201 CRS AS A.M0NDED, THE SIGNERkURT1WR AGREES THAT !FINE ABOVE SAID ORDINANCES ARE NOT FULLY C0 pi.RED WITHIN THE LUCA:11O:N, ERECTION, CONSTRUCTION AND 113E OF THE ABOVE DESCRIBED smKut:rUR11, THE p33RMIP MAY THEIN BE REVOIIED By NOTICE FROM T110 CDUNIY ANDTAAT THEN AND BIERE Ti 3IL1i.L BECPI+aII:NULI, AND VOID. THE ISSUANCE OF AP»AIT RASE)] UPONFL.NS, sPECIPICATIONS AND OMR DATA SHALL NOT PREVENT TRF. $IIJAD)N0030ICIAL FROM 1'IBEM TLR RRQUIRINGTHU CORRECTION OF ERRORS AT SAID PLANS, SPECIFICATIONS Alvis OT1LRR DATA 0R PRO PREVENTING AMONG OPERATION BEING CARRIED ON rHEREuNDER WHEN IN v1oyy4TION or'1Tn6 COBE OR ANY arum oDs ANCB okREWI,ATIO11o01i05 aURIaDICTION. 713E REVIEW OF 'TRF, SUMMED D PIANS AND SPECIFICATIONS AND 1NSIs$CFIONS CONDUCTED TNER11J PIER DOES NOT common AN ACCEPTANCE OF ANY RESPONSIBILITIES OR LIABILITIES I1X GARFIE D COUNTY FOR ERRORS, OMISSIONS OR.OISCREPANCI85, SHE BESPONITI1ILITy 0 o0 11101 0 ITEMS ANI) IMPLEME 4T'AT1oN DZJ71i:d[3COI3A`IRIICTIOA1Atm GT.CW1C U.YWE NTES ARCHITECT, BE8Io15A,DUMBER. AND OWNER, COMNISN'n ARE INI$NPSDTOHSCONIERVATIVEAND INIII 1PP17RT 00111E OWNER& iN1T,AF0T. C+fm711.nN UBIREBYACII,IOWLEDGETHAT IHAVE READ AND VNDTER$TA DIHEA1110EMEN /WOVE. IDETIAL3 � s (91Y-1;\ C:1-/9.1 sL\911i. $ ' GARFIELD COUNTY 9703843470 10121102 02 37p P. 002 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 trot & 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. An steps outside or inside over three (3) steps must have handrails, guard rails on balconies or decks over 30" high constructed to all 1997 UBC requirements; 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 IJSE OF DWELLING WITHOUT A C.O. WILL BE CONSIDERED AN ILLEGAL OCCUPANCY AND MAY 13E GROUNDS FOR VACATING . PREMISES UNTIL ABOVE CONDITIONS ARE .MET I understand and agree to abide by the above conditions for occuparc use and the issuance of a Certificate of Occupancy for the dwelling under building permit # titAl Arch Signature Bpcont082002 \p -L) Le (-0)— Date • VALUATION/FEE DETERMINATION Applicant $Ini+1‘.T6fe+( Address' 0C/3'7 Cgds9 Lot/Block fro, of. 3 Subdivision kfrkirs Orct:LAJz Date /f026/e finished (Livable Area): Main Upper Lower Other Total Square Feet Valuation - Basement: Unfinished Conversion of Unfinished to Finished Plan Check Fee for Conversion Valuation Gaazae: Valuation Contractor n to of Crawl Space: . Valuation i 1 , by j51 ata. -00 Decks/Patios: Covered Valuation • Open Valuation Total Valuation Building Permit Fee Plan Review Fee Total BP & PR y3 '7. 6C, BEIM INtwys,-:!NV U1C:tn'1-W11 YUUK LIAHANIt t - r;ck , ` • SEE BINDING TE1IMS ON REVERSE INJOTER., . , SERV•ICE PLUMBERS D_NGS, CO 81602 y _ = . GLENWO• OSPR1 . "4 ..•.. , 945-5519. " 524-9843 + AMERICA'S NEIGHBDRHCOD PLUMBEFIQ' '-° . - .'. DATE OF SERVICE j LOCATION GLENWOOD � ! 1� RrC6EC VrAN`S NAME €Nuglesrla. SEWER & DRAIN IT PLUMBING ❑ PUMPING rp INDUSTRIAL El EXCAVATION 1 I DRAIN TILE ❑ CUSTOMER NAME• = -, C.,. t4 -/*wild 1 • e /- # - , ' CUSTOMER NO. CUSTOMER CLASS ❑ RESIDENTIAL COMMERCIA1 BILLING A ❑RES5 r _ APT. NUMBER _..l ti� I✓—I- ..•. -- 4--�-:_ 2� ' FEDERAL LD. # S4-1247535 CITY �. I ', - • SFATE ,:f' ZIP --711 pigJ .�� '": :1,- C) EarAS CUSTOMER PHONE NO. P,O.NUMBER/AUTHORIZATION LL.. JOB ADDRESS (IF DII-FERENTTHAN BILLING ADDRESS) : - _ CrTY STATE I ZIP ESTIMATE My estimate for performing this work is: $ AsE(.10(,) 1 authorize broken, (PRINT COMPLETION (SIGNATURE) . - WORK ORDER AUTHORIZATION Roto -Rooter to perform the described services and 1 agree to pay the amounts indicated. I understand that Roto -Rooter is not responsible for settled, rusted, deteriorated, or lead pipes, fixtures, or clean outs and any damage resulting from cleaning or repairing such lines. NAME) ° - • •- (SIGNATURE) I ackrtawledge completion of the below described work which has been done to my complete satisfaction. . REPAIR CODE - : • • .- DESCRIPTION OF work 7%53'00p.) '.. y0, '/' G 1' IE gels+ i G ' Ai et.cG4E-,A-� 61, 'D'e-1 ��,,%%."-- ,% -1"-cEr5:2 e '...-5:— 4 - rC i` Tl '--1/i.j)--"/ � -- `p j) R ' �� I) es� 4 ' ) 9\ LABOR OFF HOURS CHARGE MISC. SUPPLIES TRIP CHARGES CSD -i ) =PARTS PRODUCTS OTHER INVOICE TOTAL, $ a! ,._11 $ $ --_.--- -6»95-• RESIDENTIAL GUARANTEE - ' COMMERCIAL GUARKNTEE PAYMENT LABOR LABOR ' i CASH CHECK NO, CRED CARD * Main/Branch Lines Toile or Plumbing Rep ' Plumbing Replacemei Extended Guarantee M 6 crabs 7 days 6months year 1 ❑ Main/Branchhines 30 days $ 01 . Toilet Auger • 24 hours: CHARGE OF 1 112% PER MONTH Is returned, thNY will e COMPANY charge $25.00 processing fee, $ Plumbing Repair 90days $ Plumbing Replacement 90 days ET 10 DAYS OVER 3O DAYS = LATE *In the event cheek the CUSTOMER A TAX $ $ REASON FOR NO GUARANTEE (pV il'1lfi3 r 1.c TIME DISPATCHED TIME ARRIVED TIME DONE EAR LOCATION GLENWOOD FROM OIS,PURCI-tASE VENDOR NAME DESCRIPTION & P.O. # TOTAL COST 1111.1111.1111.1...111.11 NEM .___ ____11111111111111111 PRICE TO CUST. TOTALS INVOICE DATE FROM iFoloK STOCK TOTALCOSt 1111111111111.111111111111.1.1111 _- -- TOTAL PART # QTY USED DESCRIPTION OF PART PRICE TO CUST. 111111111 sti GARFIiLD COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH 2014 Blake Avenue • Glenwood Springs, Colorado 81601 Phone (303! 945-7255 INDIVIDUAL SEWAGE DISPOSAL PERMIT N2 Owner rjoo Ratndo 647 This does not constitute a building or use permit. System Location Sift Nom* 2$. Road Licensed Contractor * Conditional Construction approval is hereby granted for a 7#Sgallon X Septic Tank or Aerated treatment unit. bsorption area (or dispersal area) computed as follows; erc to of one inch in % `S{ minutes requires a.minimum of C1 sq ft of absorption area per bedroom. l'her ore the no. of bedrooms -• x - J sq ft minimum requirement = a total of 6e2-) sq ft of absorption area. ;May a suggest F , Dat "7 F3' Inspector No system shall be deemed to be in compliance with the Sewage Disposal Laws until the assembled system is approved prior to cover- ing any part. 0,/4 Septic Tank access for inspection and cleaning within 12" of ground surface or aerated access ports above ground surface. Proper•materials and assembly. iffle 111I.,-40-4411P� Trade name eve. Adequate absorption for dispersal) area. Ole Adequate compliance with permit requirements. iC Adequate compliance with County and State regulations/requirements. Other Date FINAL APPROVAL OF SYSTEM: or aerated treatment unit. .vSIf 2 Inspector N o y RETAIN WITH RECEIPT RECORDS AT CONSTRUCTION SITE *CONDITIONS: 1. All installation must comply with all requirements 'of the County Individual Sewage Dispbsal Regulations, adopted pursuant to au- thority granted In 66.44.4, CRS 1963, amended 66-3.14, CRS 1963. 2. This permit is valid only for connection to structures which have fully complied with County zoning and building requirements. Connection to or use with any dwelling or structures not approved by the Building and Zoning office shall automatically be a viola- tion of a requirement of the permit and cause for both legal action and revocation of the permit. 3. Section III, 3.24 requires any parson who constructs, Alters, or installs an individual sewage disposal system in a manner which in- volves'a knowing and material variation from the terms or specifications contained in the application of permit commits a Class 1, Petty Offense 1$500.00 fine -- 6 months in jail or both). Building Official — Permit White Copy Applicant — Green Copy Dept. — Pink Copy aaa uaa.AwA masa INDIVIDUAL SEWAGE DISPOSAL.SYSTEMS APPLICATION Fees Paid $ Date /0_26. NOTIFICATION OF PROPOSED DISCHARGE TO WATERS OF THE STATE': INDIVIDUAL HOME SEWAGE'TREATMENT SYSTEM'' Owner: RPA -)4 Mail Address: gall. 1SZ S. Zip: ce,,Phone: 4.25 -30c, INJORMATION REGARDING PROJECT SUBMITTED FOR REVIEW Attach separate sheets or report showing. entire area with respect to surrounding areas, topography of area, habitable buildings, location of potable water wells, soil percola- tion test holes, soil profiles in test holes. 1. Location of facility: LegalDescription 2. No. of Bedrooms County Garfield N s."0, Y4 ,,p 33) T, ) ( '�0-�4 l,Lot Size City or Town css J�.i Y 0!L!1-...1--- /t 44.t - +004 Septic Tank Capacity -70 Aeration Unit Capacity S. Source of Domestic Water: Public (name): Private: Well Depth Other Depth to first ground water table 4. Is facility within boundaries of a city/town'or sanitation district? ^1,116 - a. Distance to nearest sewer system: ...-5611.27) Have you attempted to arrange a connection with the system? /tf o`') If resected, what was the reason? 6; Rate of absorption.in-.test holes shown on the lo.cation.map; in minutes per inch of drop in-water;level after_holes have been soaked for -24 -hours:.:- l p;� 7. Name, address;' and telephone of person •who..made. soil absorption -tests: k . Name, address. and telephone of person responsible for design of the system:_ Express permission is hereby granted for the inspection of the above property by„any member of the Garfield County Environmental Health Department and/or such persons as they may designate. Any withdrawal of this permission shall be in writing and receipt acknowledged by the CountyEnvironmental Health Department. 1 have been given an opportunity to read the Individual Disposal Systems Regulations of Garfield County and I hereby agree to comply with all terms, conditions and requirements. included therein. 10. )0 (TO BE RETURNED TO HEALTH DEPT,) Iignat u a of Applicant 1 • GARFIELD COUNTY 9703848470 10/21/02 02:37pm P. 004 Is a site plan included that identifies the location of the proposed structure or addition and distances to the property lines from each corner of the proposed structure prepared by a licensed surveyor and has the surveyors signature and professional stamp on the drawing? Properties with slopes of3O% or more must be shown on site plan. Yes 2. Does the site plan when applicable include the location of the I.S.D.S. (Individual Sewage Disposal System) and the distances to the property lines, wells (on subject property and adjacent properties), streams or water courses? This information must be certified by a licensed surveyor with their signature and professional stamp on the design. Yes y 3. Does the site plan include any other buildings, setback easements and utility easements? Yes 4. Does the site plan indicate the location and direction of the County or private road accessing the propeY? Yes 5. Do the plans include a foundation plan indicating the size, location and spacing of all reinforcing steel in accord arace with the uniform building code or per stamped engineered design? Yes �[ 6. 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 thea plan check fee will not be refunded should the architectural committee deny or• reject your building plans? Yes i\r No 7. Will this re only residential structure on the parcel? Yes X No If no -Explain: 8. Have two�(2,� complete sets of construction drawings been submitted with the application? Yes 9. For the placement of a manufactured home, have the following been specified? The size of the unit (min. 20ft, x 20f1); live roof load (mitt. 40# couldbe more depending on elevation ofproperty); wind design (min. wind speed of 80 mph & 151b. wind load); foundation design; method of anchori2 Yes 'x 10. Have you designed or had this plan designed while considering building and other construction code require e ts? Yes \`4, No 2 GARFIELD COUNTY 5703843470 10121/02 02:Wpm P. UOS It ; Does the plan accurately indicate what you intend to construct and what will receive afinal inspection by the Gd County Building Department? Yes ` No 12. Do you understand that approval for design and/or construction changes are required prior to the application of these changes? Yes Ns, No 13. Do you understand that the Building Department will collect a "Plan Review" fee from you at thctime of application and that you will be required to pay the "Permit Pee" as well as any "Road Impact" or "Septic ystem" fees required, at the time you pick up your building permit? Yes 14. Are you aware that twenty-four (24) hour notice is required for all inspecdons? inspections will be made from Battlement Mesa to West Glenwood in the mornings and from Glenwood Springs to Carbondale in the afternoons. All inspections must be called in by 3:30 p.m. the day before. Failure to give twenty-four (24) hour notice for inspections will delay your inspection one (1) day. ins ec 'ons are to be called in to 384-5003, Yes No 15. 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 occupant the building? Yes No 16. Are you aware that prior to issuance of a building permit you are required to show proofof a driveway access permit or obtain a statement from the Qartield County Road & Bridge Department stating one is not nee Bary? You can contact the Road & Bridge Department at 625-8601. Yes No 17. 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 arc perfon-ring the work? The license number of the person performing the work will be required at time of applicable inspection. Yes No 18. Are you aware, that on the front of the Building Permit Application you will need to fi11 in the ParcetfSchedule Number for the lot you are applying for this permit on prior to the issuance of a building ermit? Your attention in this is appreciated. Yes_ No 19. Are you aware that you will need to call the State Division of .Housing to have your modular inspected prior to the County building department doing their final inspection? The State will charge a fee for this inspe n. Yes No 3 GARTCLD COUNTY 5703843470 10/21/02 02:37pm P. 00 1 hereby acknowledge that T have read, understand and answered these questions to the best of my ability. ./d/6) 0102 Dat Phone: 31u -WAD D ,, D-1 days); {evenings) Project Name:_, - Project ,Rlddress: b 1. a5-9 tZ 4'k_) gi La) Notes: If you have answered "No" oar any of the questions, you may be required to provide this information at the request ofthe 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 pennies 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. bpreganh 08/02 12/17/2002 09:1G 9702437173 December 17, 2002 ACE HOMES INC ACE HOMES, INC 2485 HWY 6&50 GRAND JUNCTION, CO 81505 RE: Brett & Wendy Smith 0437 259 Rd. Rifle, CO 51650 Serial # 39590 Garfield County To Whom It May Concern: The Nashua manufactured home for Brett & Wendy Smith, Serial # 39590, was built with a certified 40 LB snow toad. If you need further information, please contact me at (970) 243- 8412. mice M. Barry '9 Vice President PAGE 02 Applicant PLAN REVIEW CHECKLIST r rrrt Building . an...Engineered Foundation 'f. -9,1S rieway Permit 'urveyed Site Plan `K''Neptic Permit and Setbacks `Grade/Topography 30% 04 Plan review -File Notes ✓ Attac Residential Plan Review List Minimum Application Questionnaire d iJ Subdivision Plat Notes ,f.4 Fire Department Review Valuation Determination/Fees Lme Plans/Stamps/Sticker ( 4• Attach Conditions Aplication Signed Plan evieweer To Sign Application P arcel/S hedulle No. 40# Snowload Letter- Manf. Hms. Date 1.2-."'24-d7z. GENERAL NOTES: /744 w q = /6-912 ?Ming- vC�t M S/qf Planning/Zoning Property Line Setbacks 30ft Stream Setbacks Flood Plain Building Height Zoning Sign -off Subdivision Plat Notes Road Impact Fees HOA/DRC Approval Grade/Topography 40% Planning Issues 265'. z5 17Z .44 437. 4 4 40.ofl $37./640 -r POWER LINE 10 FT PUBLIC SERVICE EASEMENT S 89'54'59' E 25.5. PPRROPPOSED / 0r -USE gA LOCATION / rn APPROXIMATE CENTERLINE SILT PUMP CANAL / U 1= TO F-10TE 3 GARFIELD COUNTY fMJ1LD1NG DEPARTIAM mate torrat. FIELD COPY ME RAI* MOS NOTE': E1/4 COR. SECTION 3.5.' 1- \ N Qz I-- Li i f ROW FENCE Property is subject to easements and rights of way shown on Antlers Orchard Development Tracts Plat No. 1 LEGAL DESCRIPTION TRACT 33 ANTLERS ORCHARD DEVELOPMENT TRACTS AS SHOWN ON PLAT 1 COUNTY OF GARFIELD STATE OF COLORADO CERTIFICATION N 89.56'15' W 561.95' { 3a9fr1LQ0 5 GUM I Y kUAU 2b 0' 1001 200' 300' 1 Richard Holsan, a licensed surveyor in the State of Colorado, certify that 1 have located the property lines for the property shown hereon and helve indicated - the location -of proposed improvements as directed by the property owner or the owner' ,,.•: ative as shown hereon. This certification applies to proposed impr:-�f . cry .oes not represent an Improvement Location Certificate or Im t BOLSAN SIERVAYLVD LLCi Richard L No ren LS 19801 4773114 Rd Sit Womb (97o) 878-2247 Mr PLAN ACID W1C9' 34 SUITS PROP -SIT a412MD COUR= COLORADO DA1E:12/13/02 AMC 202077 I A0D—TR33.DWG 1 O n t 12117/2002 09:16 9702437173 ACE HOMES INC PAGE 03 4 * M Bl 6 1\ cai NOIIGIIS SSO C • `1 t rti •ON •0 1 ii • 041. lip.4 '410 • 510 ah • 641 IOR\ �D tog 4i )a rf EP w 0 1' at a -O 1AHILLUU DEPTH n v g33S c't� oao rri 0“.°317D [ Mg'r r n" 3 `"' rot 1 N+ stto/ rts rte' �' o m rn 73 ;ft Tfl " r y C Lv 111';;.` Z. o 1.A 00 0 m 0 U) o ha 19 D2 Cilt Pet, wf c 01 ted Z. 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N .1t1.. 0' no; I I I E n n rt - -4 z m m r r Z4 z to to in n 1 11I 11 11 a6p3 apis}no 4- 0cc n�� tin • Z Z%n fel • r ro0Am M D Z - tel • clr1 �r tnlZ me 7r0 71 Z -1 p n 0 0 Ntl3H .h 3NI12131N33— — — I_ W v 9' X 16' (MIN.) CONC FOOTING (SEE NOTES 1 & 3). X 36' (MIN.) CONC. WALL (SEE NOTES 2 & 3). 0002 4.. SECTIONAL HOME INSTALLATION PROCEDURES The utility section of a sectional home is installed as previously described in the Standard Installation Procedures. Preparation of the site, installation of foot- ings and piers, leveling and installation of tie -downs are basically the same. The following information deals only with modifications to previous procedures and additional instructions required for sectional homes. The complete site for both sections must be leveled and prepared before installation commences. Footing and pier placement andtie-down locations for sectional homes are presented in the Foundation System Design section. NOTE: Sectional homes require additional piers and footings at the marriage line. Refer to Tables 4 and 5 and Figures 1 and 2. Tie -down anchors should be installed prior to moving the sections on site. Set -Up & Structural Mating of Sections Preliminary Preparation 1. Move the utility section (section containing kitchen) into final position on site. Set this section first as it weighs more than the attached section. 2. Follow the procedures previously outlined and block and level the utility section. 3. Remove the shipping closure material from the open sides of both sections and inspect all mat- ing surfaces to be joined to insure all protruding staples, nails, etc. are removed. CAUTION Special care must be taken to insure all mar- riage surfaces are protected from the ele- ments until mated. 4. Remove temporary transport ceiling bracing or support studs in the open areas of each section just prior to initial joining of sections. 5. Install strips of fiberglass insulation around the ceiling line, endwalls and floor mating surfaces on one section. A tight seal of all mating surfaces is imperative to guard against air infiltration. 6. With the utility section blocked and leveled, move the attached section (light section) into position as close as possible (within at least 6 inches) of the utility section. Align endwalls visually before removing tractor. Initial Joining of Sections The next procedure is to bring the two sections snugly together in preparation for alignment and final fastening. The method for accomplishing this effi- ciently varies, contingent on such factors as site grade, equipment available, and the experience and personal preference of the installer. There are many methods and devices used to effect this lateral move- ment. Many satisfactory commercially available or home-made devices may be employed. These devices are designed to effect the lateral or sideways movement easily, utilizing the main chassis I -beams and encompassing roller bearings and pressure sup- port plates. Such devices are recommended over systems employing force which may structurally dam- age the home. There is no one device, or system, substantially superior to any other. The goal is to sim- ply move the attached section to the utility section with a minimum strain or stress to the home structural members. IMPORTANT It is of the utmost Importance that no excesive force be used at any point as racking, twisting and structural damage may result. Use of brute force should never be employed. Use of forklifts, heavy winches, dozers or other over- powered devices are not to be employed. Damage to the home resulting from use of such devices constitutes circumstances beyond our control and are not covered by, and may void the home warranty. if no mechanical devices are employed to effect the lateral movement, the use of sheets of plywood or metal under the wheels, with grease between them, provide an alternative. Also a roller or skid must be provided under the hitch jack stand. Two different procedures may be used for the actual alignment and attachment of the two sections., One is to align and attach the floors first, adjust the align- ment and then attach the roof ridge beams last (refer to Alignment Procedure A). The other procedure is the reverse by aligning and attaching the roof ridge beam first, adjusting the alignment and attaching the floors last (refer to Alignment Procedure B). Either procedure allows for aligning and squaring the sec- tions in mating the complete home, Site conditions and often personal preference of the installer may dictate which method is used. 1. If the floors are to be joined first, the attached half must be tipped slightly so the floors butt first, leaving the roof ridge beams slightly apart. 11 the roof ridge beams are to be joined first, the attached half must be tipped slightly so the ridge beams butt first, leaving the floors slightly apart. C1 2. Mechanical rollers or devices are best used for sideways movement. (See Figure 21.) FIGURE 21 MECHANICAL ROLLERS 3. Another method of effect sideways movement is by the use of hand winches (come -a -longs) cross -attached to the frame spring shackles to draw the sections together. It also provides for alignment in either direction, (forward or back- ward) simultaneously with drawing the sections together. (See Figure 22.) FIGURE 22 SIDEWAYS MOVEMENT AND ALIGNMENT USING WINCHES utility ;; 4 Section (blocked ;; and secure) Come -A• Long Hand Winches Attached to Spring Shackles Spring Shackle (TYP) 4, IAttached Section rte' ) Frame I• Beams Aligning & Securing Sections With the two sections together, but with no fasteners installed, check the alignment of the end -walls, in- terior walls, roof, and floor. Determine if the walls and/ or the floor of either section must be moved backward or forward with respect to the floor. Ceiling panel joints are one good indication of roof alignment. The joints should run straight from one section to the other. The floor should mate level. if is important to have the marriage line ceiling joint flush before the roof is fastened. One man should work inside to raise the low side, as required, by jacking under a wood post or section of steel pipe with a wood or metal pad at the top (see Figure 23). Place the base of the jack across the floor seam to distrib- ute the load to both sections. Jack against the ceiling only in areas to be covered later with trim molding. FIGURE 23 CEILING ALIGNMENT Ceiling Marriage Line Post Bearing Pad Post Jack Floor Marriage Line If the walls require only small correction, Procedure A below is suggested. In more difficult cases use Pro- cedure B. ALIGNMENT PROCEDURE -- A 1. Position the attached section to bring floor seams flush, keeping the roof slightly apart and the endwalls aligned at the floor. At this time place piers only on the inside frame I-beam, while supporting the outside frame I-beam with temporary piers or cribbing. Secure the floors together (see Figure 26). 2. Close the gap in the ceiling by raising the outside I-beam of the attached section using two hydrau- lic jacks placed ahead of, and behind the wheels. 3. IF THE TOP MUST BE MOVED FORWARD ---- With both I -beams evenly supported, carefully raise the outside rear corner of the attached sec- tion, and lower the outside front corner, with the hydraulic jacks placed as shown in Figure 24. The roof should shift forward until the endwalls come even at the top. When the walls and ceiling seams are even, raise the outside frame I-beam evenly to close the gap. FIGURE 24 ALIGNMENT USING JACKS Utility Section Blocked and Secure 1 -Marriage Line 5? sa F Attached Section ---- ,----- Outside Frame 1.Beam Jack Location For Moving Roof Forward Jack Location For Moving Roof Rearward 4, IF THE TOP MUST BE MOVED BACK — With both I -beams evenly supported, carefully raise the outside front corner of the attached section and lower the outside rear corner, with the hydraulic jacks placed as shown in Figure 24. The roof should shift back until the endwalls come even at the top. When the walls and ceiling are even, raise the outside I-beam evenly at the front and tear to close the gap. 5. Secure the ridge beams (see Figure 25) together. When the top and walls are aligned and fastened, proceed with final leveling of the attached section. 6. install remaining support piers under both the I -beams of the attached section and at the marriage line. 7. Make complete, final level check of both halves and adjust as necessary. Check all doors, win- dows, etc., for any necessary, final, minor level- ing adjustments. 8. Install tie -down straps on both sections. Refer to Foundation System Design and Standard Instal- lation Procedures for locations and method. ALIGNMENT PROCEDURE B 1. Position the attached section, with the ceiling seams flush, and the floor seams slightly apart, and endwalls, interior walls and ceiling joints even at the top. Close the gap between the roots by raising the outside frame I-beam of the attached section. Install piers or cribbing as nec- essary to support attached section. 2. With the ceiling positioned and ridge beams snug, secure the ridge beams together. (Refer to Figure 25.) 3. With the roof securely fastened, attach a winch (come -a -tong) between spring shackles of each section. (Refer to Figure 22.) Shift the floor and lower end of the walls into alignment by tighten- ing the winch as necessary. 4. When the floor and wails are even, fasten the floors together tightly, (see f=igure 26), to hold the floors in position when the hand winch is released, With the top, walls and floor aligned and fastened at the marriage line, proceed with leveling of the attached section. 5. Install remaining support piers under both the I -beams of the attached section and at the mar- riage line. 6. Make complete final level check of both halves and adjust as necessary. Check all doors, win- dows, etc., for any necessary final, minor level- ing adjustments. 7. Install tie -down straps on both sections. Refer to Foundation System Design and Standard Instal- lation Procedures for locations and methods. FIGURE 25 ROOF CONNECTION DETAILS , 71 J' 3/8- X 5- lag Screws Alternating Roof Sheathing Ridge 8cem3 �3 FIGURE 26 FLOOR CONNECTION DETAILS r------ Marriage Line \--3/8"x 5"Lag Screws 11/4" Alternating 24" O.C. Note:: A #8 bare copper wire with approved grounding clamps MUST be installed to bond the steel frames of the home sections together to insure grounding continuity. t Rim Joists Floor Joist \--3/8"x 5"Lag Screws 11/4" Alternating 24" O.C. Note:: A #8 bare copper wire with approved grounding clamps MUST be installed to bond the steel frames of the home sections together to insure grounding continuity. t Exterior Closure The materials necessary to complete the on-site exte- rior closure of sectional homes are shipped with the home. Specific details of the materials provided will vary with the model. All pieces shipped loose can be visually identified and located by comparing with the matching factory installed pieces. FIGURE 27 SHINGLE ROOF CLOSURE DETAILS Install Additional ©_Metal Ridge Cap Shingle Courses Shipped Loose Shingles As Required In Approved Staple or Nail Accordance With ` or Paper Shingle Manufacturers- - Instructions. �� D -Metal -r 3t Roof Overlap of Roof ;_ Paper Provided r'�r s',.`' f` On Each Half Of House Tp Be Used When Closing. Before Marriage Marriage Line FIGURE 27 (Continued) RIDGE CAP SHINGLE INSTALLATION Step Roof Structure Cut Shingles into 3 Pieces as Indicated Step 2 Galvanized Roofing Nails ( Ho- 5" Exposure Roof Ridge Prevailing Wind (Marriage Line) Ridge Cap Shingles Install Ridge Cap Shingles as Indicated Along Roof Ridge to Face Away from Prevailing Wind Shingle Roof Closure 1. Before starting final closure, check ridge beams for proper fastening. 2. Staple additional roofing felt provided down cen- ter of roof ridge. 3. Install additional shingle courses as required. 4• Cut shingles for ridge cap as shown and stall along ridge to face away from prevailing wind. (See Figure 27.) Endwall Closure Homes with siding, wood or hardboard siding will generally require the on-site installation of a sec- tion of siding material, bottom trim, and hood and/or gable trim materials. A typical installation is illustrated in Figure 28. Alt joints must be ade- quately sealed or caulked and any exposed raw edges on hardboard siding materials must be sealed with acrylic latex paint. FIGURE 28 TYPICAL ENDWALI. CLOSURE MATERIALS Vertical Gable Trirn Marriage Line Horizontal Gable Trim Vertical Siding Trim 66' Utility Interconnections Al! interconnections between sections must be made prior to hook-up of utilities. Heat Duct Interconnection The following steps are required for installing heat duct crossover: 1. Remove protective covering from starting collar, extending through floor under -sheathing on each section. 2. Cut duct to proper length and slide connector clamps onto each end of the flex duct. 3. Slip duct over starting collars a minimum of one inch and tighten clamps. 4. Install support straps as indicated in Figure 29 providing a minimum clearance of four inches between crossover duct and ground. FIGURE 29 HEAT DUCT CROSSOVER Support Straps Secured to Floor Joists —� Marriage Line Floor Structure Main Heat Duct Starling Collar Clamp lLl�lifl =tejl Space as Necessary to Keep Duct a Mlnimurrrof 4' Off Ground Flex Duct Crossover — Electrical Interconnection Sectional homes are provided with one or more elec- trical cross-over interconnections, depending on the model. Interconnections are accomplished by one of the methods described below. CAUTION Electrical interconnection must be made by a qualified electrician only, All electrical power to home must be off while making interconnection, 66 ELECTRICAL INTERCONNECTION THROUGH JUNCTION BOXES BENEATH HOME Homes designed for this method of interconnection are provided with junction boxes located on the underside of the floor of each section near the mar- riage line. One of the junction boxes will have the conductors pre -wired and protected by a length of all-weather flex conduit attached to the junction box. (See Figure 30.) Interconnection procedure is as follows: 1. Remove cover of unwired junction box. 2. Make appropriate conductor connections inside box with approved wire nuts. 3. Secure all-weather flex condsuit with strain relief bracket and replace junction box cover. FIGURE 30 TYPICAL INTERCONNECTION THROUGH JUNCTION BOXES BENEATH HOME Appropriate Conductor Connections Made In Junction Box W/Approved Wire Nuts Appliance Crossover ,-- Marriage Line 1 — Floor i ;` Strain Relief l i Bracket Junction Box Cover — Typical Lighting Circuit Crossover i Junction Box W/Conductors - Pre -Wired and Flex Conduit Attached LAll Weather Flex Conduit Marriage wall Amp Connector (Typical) Once interc$nnection Qf. the home sections has been completed, conduct the GROUNDING CONTINUITY TEST as described in the Standard Installation Procedures. When the Grounding Continuity Test has been complete connect the home to site electrical service supply and conduct the OPERATIONAL AND POLARITY TEST as described in the Standard Installation Procedures. Water Distribution System Interconnection QestPEX TUBING 1. Remove caps and plugs from water line termination for each section located underneath the home at the marriage line, 2. Interconnect the two halves - male to female - female to male. The piping can only be connected one way, providing proper hot to hot, cold to cold connections. 3. Cover the connections with the insulation and bottom board material provided to prevent freezing. Stiffeners must be long enough to attach to floor joist on either side of the connection, (See Figure 31.) Figure 31 Interconnecting of QestPEX Tubing rMarriage Line /\) Insulation Male & Female Connectors for Each Line J �J V (7_ .Bottom Board or Roofing Paper Stiffener Connection to site water supply and water distribution system tests are made as described in standard installation procedures. Waste Line Interconnection The following procedure is for connecting the waste outlets of the two sections. 1. Remove rodent proofing from each outlet. 2. Without applying cement, cut piping to proper lengths and assemble with fittings to check for proper slope and fit. 3. Disassemble slip joints one at a time, apply ABS solvent cement evenly to both male and female ends and reassemble making sure to slip the pipe into fittings full depth. Also be sure the Lanyard on the cap is secured to the home or the drain outlet. 4. Once installed, check to insure assembly provides 'A" slope for each foot of run towards the drain outlet and that at the drain outlet there is a minimum of 3" in any direction from all parts and appurtenances and not less than 18" unrestricted clearance directly in front of the drain outlet. 5. Support piping at a minimum of 44'-O" o.c. either under the piping with supports to the ground or by means of strapping. Strapping may be 1 112" wide nylon strap from the close up materials or plumbers tape. The straps must be securely fastened to the bottom of floor joists with staples, nails, or screws and may be wrapped once around the piping it is supporting. Figure 32 Standard Waste Line Connection STANDARD WASTE UNE CROSSOVER FRAME 1—BEAM EASEMENT CAViTY7 d MARRIAGE LINE FLOOR DINE OUTLET—. COUPLER — ir _..,• 11.II■■ r N 48" O.C. MAX. INIMMIE. _ MM. .... • mi TO DUNE OUTLET SEWER --._ SLOPE 1/4" PER FT, TOWARD SITE SEWER CONNECTION W/LANCAP YAR p Connection to site sewer system is now made and LEAK TEST is conducted as described In the standard installation procedures. Gas Piping Interconnection Sectional homes with gas piping in both sections are provided with a listed flexible connector and a quick disconnect device, located underneath the home at the marriage line. Remove the transit covers from the quick disconnect device and snap the two sections together to complete the crossover connection. CAUTION DO NOT USE TOOLS to connect or separate the quick disconnect device. After completing crossover connection, conduct gas piping tests as outlined in the standard installation procedures and make connection to site gas supply Ca7 Interior Trim Out Ail of the&naperials necessary to trim out the interior of the home are shipped with each home and can easily be identified by matching up the moldings or paneling supplied with the factory installed materials. Before installing moldings on the endwarls, fill any gaps with insulation. Then staple, or nail all moldings and trim provided in place and touch up staple and nail holes with color coordinated putty, if necessary. (Refer to Figures 33 and 34.) FIGURE 33 TYPICAL CEILING TRIM OUT DETAILS k— Marriage Line Ceiling Mold After molding and trim installation is complete, stretch and install carpets as required. Refer to "Finalizing Installation and Inspection" in the Standard Installation Procedures to complete installation. E— Marriage Line Marriagipmr, e""'ra Wall Top Plates Corner Mold Top Plate J Paneling • Trim CEIUNG TRIM OUT IN MARRIAGE WALL OPENINGS 1-4--- Marriage 'Line Ceiling Mold/ -*---Marriage Wall SINGLE MARRIAGE WALL CONSTRUCTION CEILING TRIM OUT Ridge Beam Railer 2 x 2 Fly woad or Drywall FIGURE 34 TYPICAL WALL TRIM OUT DETAILS Endwall (Typical) Marriage Line Batten Mold Single or Double Marriage Wall Construction Marriage Wall End Studs Corner Mold Double Ma rlage Wall Construction Pre -Cut Paneling END WALL TRIM OUT Single Marriage Wall Construction Corner Mold Marriage Watt Marriage Line Offset Walls Corner Mold Pre•Cut Paneling Corner Mold - Flush Walls DOUBLE MARRIAGE WALL CONSTRUCTION OPENING TRIM OUT Marriage Line Partition Wall Corner Mold SINGLE MARRIAGE WALL CONSTRUCTION PARTITION TRIM OUT Marriage Wall G9 4 4. Permanent Foundation Installation The foundation construction, including all provisions for utility connections, should be made prior to deliv- ery of the home to the site. Refer to Figure 35 for typi- cal permanent foundation design details. NOTE: Details shown are Typical Only. Specific site conditions will determine final foundation design. Foundation must be designed by a Professional Engineer or Architect. Grade Sloped Away from home 1 Home Frame 1- !Foundation Crass I j Support I-Beom HOME 5'RUCTURE Beams Il• I Ili A competent contractor MUST be employed to construct the foundation in accordance with the design, site, soil, topography, and local building code requirements. Frost Line —� e Foundation Wall See Detail "8" Cro.. Support I-•8.am DETAIL "A" •EUNNG Or 1 -BEN! INTERSECTION POUTS Utility Connections 3" Oto. (Min). Steel Center Support Column 4" Concrete Slab Over 4" Crushed Rac:f with Vapor Barrier Between See page 22 for marriage line support locations Support Column Footings TYPICAL BASEMENT CONSTRUCT[ON Mat WOO (Coetlnuou{) 70 {{1{f til i No. HOME STRUCTURE ii II I I Home Frame I -Beams , STATE OF • I t.�G11 N.;c4oR1O;.• 44.: 1H' I i.eres...ur•U 91Grade Sloped Away From Horne --2r'- �erlmetar-, Ineulotion 8" x 8" x 16" Concrete Blocks Foundation Wall Footings 4" of Soni or Gravel Covered with Vapor Barrier' 4" x 16" x 16" Concrete Pod TYPICAL CRAWL SPACE CONSTRUCTION 2 x 4 Mud Sill Termite Shield Foundation Cap Trim Out Blocks Waterproofing 12" Concrete Block with (4) 1/2'+ Dia. Rads in 2 Cores Filled with Concrete at all Cross Support I -Beam Locations or Reinforced Concrete Foundation Wall Cross Support I -Beam Securely Anchored to Foundation Cruehod Rock $ , z Expansion Joint Foundation •� Perimeter Drain DETAIL "B" FIGURE 35 TYPICAL PERMANENT FOUNDATION CONSTRUCTION DETAILS Installation over Basement With the total basement construction completed (including support footings, support columns, cross - support 1 -beams, provision for utility connections, etc.) by a competent contractor, the home sections may be moved on site and prepared for location over the basement. Removal of shipping closure material, temporary sup- port bracing, and preparation of mating surfaces are the same as described previously. The use of commercially available mechanical devices designed specifically for set-up of sectional homes over basements is strongly recommended. These devices are generally composed of adjustable transfer beams that span the full basement, with Jack stands to support the transfer beams from the base- ment floor, and cradles that hold the home I -beams. They allow easy movement sideways, forward and backward, utilizing roller bearings with hand winches. Each section may be moved over the basement from its own side, or both from the same side, depending on the site conditions and equipment available. IMPORTANT The process of moving the home sections into position over the basement must be han- dled only by qualified personnel experienced in this type of home installation. Regardless of the method used to locate the home sections over the basement, brute force must never be employed. After moving the sections adjacent to the foundation walls, but before attempting to move the sections over the basement, the complete running gear must be removed by pulling the spring shackle bolts. Care must be taken that no protrusions on the underside of the home frame, such as spring shackles, gas piping, frame I-beam cross -members, etc., will be in contact with the basement cross -support I -beams when the home is in final position. The home l -beams must rest flush against the basement cross -support I -beams at all contact points (metal shims may be necessary for proper leveling). All protrusions must fall between, and not on, the basement cross -support I -beams. With the home sections both moved and located in final position over the basement make any final minor mating adjustments necessary to align the floors and ceilings. Carefully check inside and outside the home for proper mating and alignment of all floor and endwall joints. After making adjustments, remove the mechanical location devices and secure the floor together. Refer to Figure 26. Level the entire home, using jacks supported on the basement floor and make any adjustments necessary to align endwalls and roof ridge beams. Follow the leveling procedures outlined in the Standard Installa- tion Procedures, carefully checking inside the home. Secure the roof ridge beams together. Refer to Figure 25. After completing a careful, final leveling check of the home, verify that all home main chassis 1 -beams rest snugly against the basement cross -support I -beams at all intersection points. It may be necessary to install metal shims at some of these points of intersection. IMPORTANT Weld all I-beam intersection points to secure the house permanently to the foundation, (Refer to Figure 35.) This welding must be adequate to anchor the home against horizon- tal and vertical wind movement and must serve in lieu of tie -down systems discussed previously, The transverse support I -beams installed by the foundation contractor must be securely anchored to the foundation walls and the total anchoring system developed to replace the standard tie -downs and must be adequate for the applicable wind zone. When the home anchoring is completed, the final foundation cap trim out blocks around the perimeter of the home may be installed. Procedure for completion of the home installation, including utility interconnections and connections, the corresponding required tests, exterior and interior trim out, etc., are handled as described in previous sections. Installation over Crawl Space If the crawl space is to be over 30 inches in height (i.e., distance from bottom of home I -beams to crawl space floor) the installation must be made as described for Over Basement installation unless the pier support system is designed by a registered engi- neer or architect. If the crawl space is to be less than 30 inches in height, the home I-beam support, footings, piers and tie -downs may be designed and installed as described previously in the Foundation Design Sec- tion and the Sectional Home Installation Procedures. Footings, piers and tie -down anchors must be installed prior to locating the home over the foundation. 7f It is strongly recommended that the procedure employed for setting the home over crawl space foun- dations incorporate the use of mechanical devices designed for that specific purpose as described in Over Basement Installation. Once the home is moved into final position over the foundation, jacks are placed under the home I -beams and the home raised to remove the mechanical set- ting devices. The home is then carefully lowered onto the support piers, leveled, tie -downs installed and the installation completed as described previously. If mechanical devices are not available, one alternate method is to leave out the front foundation endwall and an area adequate for removal of the wheels, tires and running gear. The wheel runs should be planked so the home may be carefully backed directly over the foundation and located with the I -beams directly over the pre-installed footings and piers. The home is supported by heavy jacks and support piers installed beneath the home 1 -beams according to Tables 3, 4, and 5 shown in the Foundation Design Section. Wheels and tires (or the complete running gear) should be removed. The home is then carefully jacked down to rest on the support piers, leveled and tied -down as previously described. With the home located, supported, leveled and tie - downs installed, the final foundation cap trim out blocks around the perimeter of the home may be installed. The crawl space end, and the side open- ing(s) are framed in and removable ventilated panels installed to close the foundation openings. Ventilation requirements are one square foot of free air space for each 150 square feet of floor space and located for optimum cross ventilation. The remainder of the installation, including utility con- nections and interconnections, the corresponding required tests, exterior and interior trim out, etc., are handled as described in previous sections. 2 n 4 - Tie -Down Systems Required Equipment & Minimum Capacities for Tie -Down System The overall minimum requirement for ground anchors, tensioning heads, straps, buckles and all other connecting devices is that they be able to withstand an allowable working load of 3,150 pounds, and an ultimate tensile axially applied Toad of 4,725 pounds when installed. It is extremely important to use materials and equipment of proper design and adequate quality. Anchors should be certified by a professional engineer, architect, or a nationally recognized testing laboratory as to their resistance, based on the maximum angle of the diagonal tie and/or vertical loading tie, loading and angle of anchor installation. Ground anchors should be embedded below frost line and be at least 12" above the water table. The ground anchors should be installed to their full depth, and stabilizer plates should be installed to provide added resistance to overturning or sliding forces. Anchoring equipment should be certified by a registered professional engineer or architect to resist these specified forces in accordance with testing procedures in ASTM Standard Specification D3953-91, Standard Specifications for strapping, Flat Steel and Seals. 43 EQUIPMENT REQUIRED: 1 STRAPS - must be steel 1Y,' wide x .0351 thick, Type I, Class B, Grade 1, conforming to ASTM D3953-91 /or equivalent. Straps must have a resistance to weather deterioration at least equivalent to that provided by a coating of zinc on steel with not fess than 0.30 ounces per square foot of surface coated. 2 STRAP BUCKLE - Required for fastening straps to !- beam. 3. STRAP END CONNECTORS AND TENSIONING HEADS - required for fastening straps to anchors and tensioning of entire system as final step of installation. 4. GROUND ANCHORS - certified anchors are designed for specific soil conditions and are. therefore, unacceptable for use in other type soils: Consult anchor manufacturer's list of soils for which the various anchors are designed and approved. Ail anchors, as a minimum, must be capable of holding an allowable working load of 3,150 pounds, plus a factor of safety, never less than a factor of 1.5. (Ultimate capacity of 4,725 pounds.) The complete anchoring system (including ties, end connections, ground anchors, and other associated equipment) at each frame tie point should have a design load rating of not less than 290 pounds per Pineal foot of average anchor spacing. NOTE Regardless of the capacity, in no case shall anchors have an average spacing of more than 12'. Frame Toe -Down Locations & Positioning Typical tie -down locations for single wide homes (see Figure 7), and multiwide homes (see Figure 8), are as follows: To determine the total number of required diagonal tie - down straps for a specific home multiply the actual floor length of the home by 290. This is the total tie -down load. Divide the total tie -down load by the capacity of each anchor (not less than 3,150 pounds). This is the minimum number of anchors required. Any fraction of an anchor should be counted as an additional anchor. Evenly space the required anchors along the length of each I-beam. When spacing allows, Figure 7 - TYPICAL TIE DOWN LOCATIONS FOR SINGLE WIDE HOMES S � straps should be within a close proximity of home steel frame outrigger / crossmember locations, A tie down must be located within 2'-O" of each end of the h The total spacing distance for any three adjacent ,..- down straps must not exceed the average spacing. These requirements include the following assumptions: 1. The roof slope is less than 20 degrees. 2. Finished floor to finish grade is less than 30" 3. Maximum sidewall height is 90" 4. Maximum roof rim height is 6" Standard tie -down strap and anchor is illustrated in Figure 10. D A A C Cf CSA A Tf 2'0" Max ' 1 A AJ A Ar /A\ F � 1 i..7 + 2'O" f Max{ Lateral Tie Downs Typical Side Elevation Figure 8 TYPICAL TIE -DOWN LOCATIONS FOR MULTI -WIDE HOMES J A l 11C)tO A A/ A A A Lateral Tie Downs h 1 Typical Front Elevation • + 210FF Max 44-- (�o�cnfy (QL2(if Wev166,/ ZFa7creasi ItN P,UCTION WILL NOT BE MADE UNLESS THIS CARD IS POSTED ON THE JOB 24 HOURS NOTICE REQUIRED FOR ALL INSPECTIONS MANUFACTURED HOME BUILDING PERMIT GARFIELD COUNTY, COLORADO Permit No,..., .s 4'7 Date Issued)... .:... Zoned Area AGREEMENT In consideration of the issuance of this permit, the applicant hereby agrees to comply with all laws and regulations related to zoning, location, construction and erection of the proposed structure for which this permit is granted, and further agrees that if the above said regulations are not fully complied with in the zoning, location, erection and construction of the above described structure, the permit may then be revoked by notice from the County Building Inspector and IMMEDIATELY BECOMES NULL AND VOID. 44 0 Use Address or Legal Descris tion Owne .,:.:411, tractor f *tali INSPECTION RECORD Footing — 21,03 ignk______ Foundation or Blocking l -- 3 d _-Q 34. Rough Plumbing �. - /7-03 IV\ Gas Piping 2...-218 -.6a ,C)+1A., Electrical Final O (by State Inspector) S---7_0 3 Septic Final e19' Z' ' g-2-/ '"' 2 '\ Final 7...74ANotes: S bid ° - 16 • dial um\ -k •• /VA 10 34/qo ..f!.P, vlike THIS P=ISZTf T AN Ii BLES e� 109 8th Street County Courthouse Glenwood Springs, CO. DO NOT DESTROY THIS CARD (IF PLACED OUTSIDE, COVER WITH CLEAR PLASTIC) GARFIELD COUNTY BUILDING PERMIT APPLICATION GARFIELD COUNTY (GLENWOOD SPRINGS) COLORADO ;TELEPHONE: (970) 945-8212 PERMIT NO. NSPECTIONLINE: (470)384-5003 PARCEL/SCHEDULE NO.1— 612 OD- 02-9 JOB ADDRESS: • i 01,..c hitir -t �] /p (`S 1.6)\‘,..)0-66( Y ors: A.,15 C "tool LOT NO. 11 1 2 3 4 5 6 7 8 9 10 ©� F-`.0 ysyN C a i tit4 Co Alk SQ.ST. OFBUQDINCI LIE OP BUILDING , DEScr.13323woBWp 1 rc�w1cJir SUBDIVISION/EXEMPTION ADDRESSi S An 00-,s-F.F 4 ADDRESS P -A1 LF sq. FT. �j1•+1 \1ak E . 'r -�; FIETOFIP WIC PM UCNO: NO. OFFLOOP-0 mews OF WORK ONEw ALTFSA7I411 0140.+6 °REMOVE 08INOL6 a0 LTi CARPORT: 08INOLB OnO0BL‘. 6, • =NUTS SEWAGE DUMMY- OEM) 09Tr PIAN MIMED VALUATE:1 :S leIt•A) 01k)""0:.10÷%.a * / 0 0 00 C)1/403 CaLIA.CL41/5 6b a 41 A Ali. j. ver. ]�/� � • � .q. VJ`� Com._ bARAGE: 0 DRIVEWAY PRIM VAWATIONOVRORIt1 SPECIAL C010:11710113: NOTICE A SEPARATE ELECIRICAl. PERMIT IS REQUIRED AND MUST BE ISSUED BY THE STATE OF COLORADO. TUTS PERMIT BECOMES BULL AND VOID IE WORK OR CONSTRUCTION AUTHORIZED IS NOT C0MMENCVD WITHIN 180 DAYS, OR IF CONSTRUCTION OB. WORK IS SUSPENDED OR ABANDONED FORA PERIOD OF 180 DAYS AT ANY TIME AFTERWQRKIS COMMENCED. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAMI3 TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS GOVERNINGTHIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR. NOT. THE GRANTING QF PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR C CEL '1 ' PROVISIONS OF ANY OTHER STATE OR LOCAL LAW RE TI1jI{ ONS CTION OR. THE PERFORMANCE OF CONSTR.0 TT t r iL4 t r, iData too cake aTsave. Pladmng�' Ap GvalfDato CHECK FEE: PERMIT FEE: 2 {',.,jrTi/ 1. TOTAL FEES DATE PERMIT ISSUED: 7 -. -I---, :P /Op -?., a OCC: GROUP: ZONING: CONST: TYPE: 11/. SE'T'BACKS: MANU. HOME: ISDS NO. &rrI : OWNER, AGREEMENT PERMISSION IS HEREBY GRANTED TO THE APPLICANT OWNER, CONTRACTOR AND/OR THE AGENT OF THE CONTRACTOR OR OWNER TO CONSTRUCT THE STRUCTURE A: DETAILED Q LANS AND SPECteICATIONSSUBMITTED TOAND REVIEWED' BYTHE BLI INGDEPARTMENT. IN CONSIDERATION OF THE ISSUANCE OF THIS PERMIT, THE SIGNER HEREBY AGREES TO COMPLY WITHAM BUILDING CODES AND LAND USE REGULATIONS ADOPTED B! GARFIELD COUNTY PURSUANT TO AUTHORITY GIVEN IN 30.28.201 CRS AS AMENDED. THE SIGNER FURTHER AGREES THAT IF THE ABOVE SAID ORDINANCES ARE NOT HILL' COMPLIED WRT3'I IN THE LOCATION, ERECTION, CONSTRUCTION AND USE OF THE ABOVE DESCRIBED STRUCTURE, THE PERMIT MAY THEN BE REVOKED BY NOTICE FR0l li1B COUNTY ANII THAT THEN AND THERE IT SHALT, BECOME NULL AND VOID: i w . ISSUANCE OF A PERMIT BASED UPON PLANS, SPECIFICATIONS AND OTHER DATA SHALL NOT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING TIE CORRECTION OF ERRORS IN SAID PLANS, SPECIFICATIONS AND OTHER DATA OR. FRO PREVENTING BUILDING OPERATION BEING CARRIED ON THEREUNDER WHEN It VIOLATION OF TIES CODE OR ANY OTHER ORDINANCE OR REGULATION OF THIS JURISDICTION THE REVIEW OF THE SUBMITTED PLANS AND SPECIFICATIONS AND INSPECTIONS CONDI.%TE I THEREAFTER. DOES NOT CONSTITUTE AN ACCEPTANCE OF AN' RESPONSIBJLTTIES OR. LIABILITIES BY GARFIELD COUNTY FOR ERRORS, OMISSIONS OR DISCREPANCIES., IBE RESPONSIBILITY FOR THEE S AND IMPLEMENTATIO] DURING CONSTEMLWN RESTS SPECIFICALLY WITEITHE ARCHRECT, DESIGNER, BUILDER AND OWNER. COMMENTS ARE INTENDEDTORE t—ERVATTVEAND INSUPPOR OF THE OWNERS INTEREST GatfomiGoa1 IJEREBY ACKNOWLEDC THAT I HAVE READ AND UNDERSTAND THE AGREEMENT ABOVE. cINLEIAL) l ' �� • yi - l The following items are required by Garfield County for a final inspection: 1. A final Electrical Inspection from the Colorado State Electrical Inspector; 2. Permanent address assigned by Garfield County Building Department posted where readily visible from access road; 3. A finished roof, a lockable house, complete exterior siding, exterior doors and windows installed, a complete kitchen with cabinets, a sink with hot & cold running water, non-absorbent kitchen floor coverings, counter tops and finished walls, ready for stove and refrigerator, all necessary plumbing; 4. A complete bathroom, with washbowl, tub or shower, toilet stool, hot and cold running water, non-absorbent floors and walls finished and a privacy door; 5. All steps outside or inside over three (3) steps must have handrails, guard rails on balconies or decks over 30" high constructed to all 1997 UBC requirements; 6. Outside grading done to where water will detour away from the building; 7. Exceptions to the outside steps, decks and grading may be made upon the demonstration of extenuating circumstances, i.e. weather, but a Certificate of Occupancy will not be issued until all the required items are completed and a final inspection made. A CERTIFICATE OF OCCUPANCY WILL NOT BE ISSUED UNTIL ALL THE ABOVE ITEMS HAVE BEEN COMPLETED. ****CANNOT OCCUPY OR USE DWELLING UNTIL A CERTIFICATE OF OCCUPANCY (C.O.) IS ISSUED. OCCUPANCY OR USE OF DWELLING WITHOUT A C.O. WILL BE CONSIDERED AN ILLEGAL OCCUPANCY AND MAY BE GROUNDS FOR VACATING PREMISES UNTIL ABOVE CONDITIONS ARE MET. I understand and agree to abide by the above conditions for occupant use a d the issuance of a Ctert'fic.t- •f Occupancy or the dwelling under building permit # 4) Signature Bpcont082002 Date PLAN REVIEW CHECKLIST Applicant t y/1 IAL D Building /Engineered Foundation Date /2-/.0Z. Planning/Zoning Property Line Setbacks fyoeirtiriveway Permit 30ft Stream Setbacks ✓Surveyed Site Plan Flood Plain 1.1 Septic Permit and Setbacks Building Height Grade/Topography 30% Zoning Sign -off i4,4t Plan review -File Notes Subdivision Plat Notes a.. Attach Residential Plan Review List Road Impact Fees inirnum Application Questionnaire HOA/DRC Approval y,A Subdivision Plat Notes Grade/Topography 40% Planning Issues Fire Department Review -'Valuation Determination/Fees Red Line Plans/Stamps/Sticker Attach Conditions Application Signed Plan Reviewer To SignApp it Parcel/Schedule No. tia n--- ATP? t c 40# Snowload Letter- Manf. Hms. GENERAL NOTES: o 40,003 ' s { ., }y *(0-4.133 &U4) - f1,q`� ilii 1 44,D t"-- r..141,14r ° 1 fol ?� .° ti '`* q� 4''_ 1 ���`(/� {!� P/J��fi ltiA 2,6 •F ff .R aja r {jj 0Ii ` i • 3 k e a 4 1-a,, ,.fid ,o l .. 3 1-)2 04- f']{ 3 ,Y , :) ..;11,c-7,1'f)' W 1 :It I I 3 Srile, ill_. PjAtt = 2 olir.) = q (ia, 4. i yzo, '1,3 ,, ( jj 7 i' - 1,j r /0 3 } 1 .TSL' i5;. �I . 7 j - g. 1: ()ib Il Plans to be included for a Building Permit must be on draft paper at least 18"x 24"" and drawn to scale. Plans must include a floor plan, a concrete footing and foundation plan, elevations all sides with decks, balcony steps, hand rails and guard rails, windows and doors, including the finish grade line. A section showing in detail, from the bottom of the footing to the top of the roof, including re -bar, anchor bolts, pressure treated plates, floor joists, wall studs and spacing, insulation, sheeting, house -rap, (which is required), siding or any approved building material. A window schedule. A door schedule. A floor framing plan, a roofing framing plan, roof must be designed to withstand a 40 pound per square foot. up to 7,000 feet in elevation, an 80 M.P.H. windshear, wind exposure B, windload of 15 pounds per square foot and a 36 inch frost depth. All sheets to be identified by number and indexed. All of the above requirements must be met or your plans will be returned. All plans submitted must be incompliance with the 1997 UBC, UMC and 1997 UPC. Applicants are required to indicate appropriately and to submit completed checklist at time of application for a permit: 1. Is a site plan included that identifies the location of the proposed structure, additions or other buildings, setback easements, and utility easements showing distances to the property lines from each corner of the proposed structure prepared by a licensed surveyor and has the surveyors signature and professional stamp on the drawing? Slopes of 30% or more n properties must be show on site plan. Yes 2. Does the site plan when applicable include the location of the I.S.D.S. (Individual Sewage Disposal System) and distances to the property lines, wells (on subject property and adjacent properties), streams or water courses? This information must be certified by a licensed surveyor with their signature and professional stamp the design. Yes No Not necessary for this project 3. Are the plans submitted for application construction drawings and not drawings that are stamped or marked identifying them as "Not for construction, for permit issuance only", "Approv drawings only", "For permit issuance only" or similar language? Yes No Not necessary for this project 4. Is the I.S.D.S. (Individual Sewage Disposal System) designed, stamped and signed by a Colorado Registered Engineer? Yes No Not necessary for this project V 2 5. Does the site plan indicate the location and direction of the State, County or private road accessinie property? Yes 6. 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 No Not necessary for this project 7. If the building is a pre-engineered structure, is there a stamped, signed engineered foundation plan for this building? Yes No Not necessary for this project 8. 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 No Not necessary for project 1% 9. Do the plans indicate the size and location of the ventilation openings for the attic, roof joist spaces and soffits? Yes No Not necessary for this project tr. 10. Do the plans include design loads as required under the Uniform Building Code for roof snowloads, (a minimum of 40 pounds per square foot in Garfield County)? Yes No Not necessary for this project '',✓ 11. Do the plans include design loads as required for floor loads under the Uniform Building Code Chapter 16 and Tables 16A, 16B and 16C? Yes No Not necessary for this project 12. Does the plan include a building section drawing indicating foundation, wall, floor, and roof construction? Yes No Not necessary for this project ns 13. Is the wind speed and exposure design included in the plan? Yes No Not necessary for this project 14. Does the building section drawing include size and spacing of floor joists, wall studs, ceiling jo' ts, roof rafters or joists or trusses? Yes i No Not necessary for this project 15. Does the building section drawing or other detail include the method of positive connection of all columns and beams? Yes t/ No Not necessary for this project 3 16. 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 xisting grade contours? Yes No Not necessary for this project 17. 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 Not necessary for this project 18. Does the plan include a masonry fireplace including a fireplace section indicating design to comply with the Uniform Building Code Chapter 31? Yes No Not necessary for this project V7.- 19. 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 Not necessary for this project 20. Does the plan include a window schedule or other verification that indows provide natural light and ventilation for all habitable rooms? Yes No Not necessary for this project 21. 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 Not necessary for this project 'V 22. Do the plans include a complete design for all mechanical systems planned for installation in this building? Yes No Not necessary for this project 23. Have all areas in the building been accurately identified for the intended use? (Occupancy as identified in the Uniform Building Code Table 5-A) Yes No Not necessary for this project i./ 24. Does the plan indicate the quantity, form, use and storage of any hazardous materials that may be in use in this building? Yes No Not necessary for this project i 4 25. Is the location of all natural and liquid petroleum gas furnaces, boilers and water heaters indicated on the plan? Yes No Not necessary for this project t/ 26. Do the plans indicate the location and dimension of restroom facilities and if more than four employees and both sexes are employed, facilities for both sexes? Yes No Not necessary for this project t 27. Do the plans indicate that restrooms and access to the building are handicapped accessible? Yes No Not necessary for this project 28. Have two (2) complete sets of construction drawings been submitted with the applicati ? Yes / No 29. Have you designed or had this plan designed while considering building and other construction code requirements? Yes No Not necessary for this project 30. Does the plan accurately indicate what you intend to construct and what will receive a final insp ion by the Garfield County Building Department? Yes No 31. Do you understand that approval for design and/or construction changes are required prior to e implementation of these changes? Yes No 32. 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 "Sep 'c System" or "Road Impact" fees required, at the time you pick up your building 't? Yes , No 33. Are you aware that you are required to call for all inspections required under the Uniform Building C de including approval on a final inspection prior to receiving a Certificate of Occuand occupancy of the building? Yes No 34. Are you aware that the person signing the Permit Application whether the "Owner" "Agent of e Owner", "General Contractor", "Contractor" or otherwise, signing the appl'ca ' n is the party responsible for the project complying with the Uniform Codes? Yes No 5 • 35. 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. All inspections must be called in by 3:30 p.m. the day before. Failure to give twenty-four (24) hour notice for inspections will delay your inspection one (1) day. Inspections are to be called in to 384-5003. 36. 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 625-8601. Yes No 37. Do you understand that you will be required to hire a State of Colorado Licensed Electrician and lumber to perform installations and hookups? The license number will be required time of inspection. Yes No 38. Are you aware, alon the front of the building permit application you will need to fill in the Parcell S fedule Number for the lot you are applying for this on ermit prior to p issuance the building permit? Your attention in this is appreciated. Yes No Iereby acknowledge that I have read, understand, and answered these questions to th l s m .j ability. ti / Signature Date Phone: 3 -11-4(.- (days); -11— (s- C,0 (evenings) Project Name: .501/1"41-1° -DstL G -D6. - A 070-441 . Project Address: 7o 2- (2)Z, Note: If you answered "No" on any of these 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 the permit. *If you have answered "Not necessary for this project" on any of the questions and it is determined by the Building Official that the information is necessary to review the application INSPECTION WILL NOT BE MADE UNLESS THIS CARD IS POSTED CH THE JOB 24 HOURS NOTICE REQUIRED FOR M. "ECTIONS BUILDING PERMIT GARFIELD COUNTY, COLORADO Date Issued ..,.:��Zoned Area Permit No nyz, 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 DIME s ,Y BECOME NULL AND VOID. Uselila .. _ ......� _ Address or egal Desc OwggPtk :44 t4 k.Os r .� ,J f #d Cd tractor � Setbacks Front Side Sick Rear I.M. t k This Card Must Be Posted So It is Plainly Visible From The Street Until Final Inspection. INSPECTION RECORD Footing /...-..73 3,v_ Foundation /r.._./ y D 37%,/e___ Underground Plumbing Insulation ..9.--,.5"07/0- f$ =o7 Rough Rough PIumbing Drywall /7_. p, - Chimney & Vent Electric Final (by State Inspector}:., Gas Piping 5' . (p . O 3 Final 5',. /50 3 lA+�� j d� , +G Electric Rough (By Stag Inspectori�=:cc, ) Septic Final Framintgriffritairi ,Q P include Roof in Notes: ! dfre� die' (To place and Win and Doors installed)�''.0T. , ).,a t ,i r........ � Lid �1.--7_- ALL LISTED ITEMS MUST BE INSPECTED AND APPROVED BEFORE COVERING - WHETHER INTERIOR OR EXTERIOR, UNDERGROUND OR ABOVE GROUND. g,. THIS PERMIT IS NOT TRANSFERABLE ' ho 84=001,109 8th Street County Courthouse Glenwood Springs, Colorado. ` l?'4„ p:`* "' '"; DO NOT DESTROY THIS CARD APPROVED Dat IF PLACED OUTSIDE - OVE ' TH CLEAR PLASTIC