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Home My WebLink AboutApplication- Permit• GARFIELD COUNTY BUILDING PERMIT APPLICATION 1EL.E.PHONE: (970) 945-8212 OARFIELD COUNTY (GLENWOOD SPRDIGS), COLORADO PERMIT NO. w LNSPECTION LINE: (970)384-500 3 PARCEL/SCHEDULE NO. PAA' c/ IZ d90 /1.6 5G4eci4 239333'/ao6(2. ADDRESS; I q 3 6-4 / 0 % CGI' k7or! d q k Cc.: k/(,? -3 -TOB 1 LOT l:o. BLOCK NO. SUBDIVISION/FXTMPTION 2 54412c' 1 °""wle% d0 Qack- y iter "°°.— X93 eo mad /04, '% 9‘ 3 ..) 5Z, *''� 4t-�� mnzA"°`L ee TA/t1.4,1P 01494J 6. A7,,5 oft.4. 7 z S ee, Y4.04 >$ �e`a y0g 9 e_5 - Sia r = NO. 11823 ..3 4 A [✓--� p 04,4-JJ44.440 4' e// Ai/ei 5 (4. i s/S 41 fvl e 95-t3- 4/41 el � moa >a _ _ 5 N. 7T O7 sauna 114 } 7 1 0 Sq" 071.0[ -'5.-(=> , ,A , n-. S / KL 1 ECM NO.Of 1 Lc 6 TROP WiaR I f A-1 t"'VW 0241 vF/>c.d. 7 "° Be/ :4.,c u74//, s ro 2-r tie sef n-toda1 n. -- P/�ud•e, it)cc,s5 8 a w of you: mA"1T10. oM.7ERATION 4110v13 memos% 9 (Kum N A=mu COMM : aurratz 1 PO .. o S1R1V`PAT fa=/j1am oQWI I IMAGE DEPOSAL iIPTICI M1,M !lS1i1L ^ �ry OP x f I / r,(� ! 0 o0 AL9L7[LD VA-CA=N�I tL i (� T `,\/ IJ j! aVAIAATION `aAL z / NOTICE A SEPARATE ELECTRICAL PERMIT IS REQUIRED AND MUST RE ISSUED 9Y TEE SLATE OF COLORADO. THIS PERMIT BECOMES NUL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 110 DAYS, O. IF CONSTRUCTION OR. WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 110 DAYS AT ANY TIME AFTER WORK LS COMMENCED. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED TIISS APPLICATION AND 1C9OW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS OOVE ND GTEIISTYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HERECw 01/. NOT. THE CRLANITNG OF A PE32 CF DOES NOT PAESL'ME TO GIVE AUTHORITY TO VIOLATE OR CANCEL T1*. PROVISJONS OF ANY OTHER STATE OR LOCAL LAW GUTATTNG CONSTRUCTION OR TITS PERFORMANCE OF CONS RU i• i-4,492.... PIAN CHECK FEE: %44; ii PERMIT FEE: 22 3 2S TOTAL FEE; DATE PERMIT ISSUED: OCC: GILOVP: CONST: TYPE: 3 +✓ .. ZONING SETBACKS: SK:L, C-0� i% r%110,�J'! ///�(�lJ vNItr. S� HOME: tsps NO. !: iL/A _ . , .... , .. ... ... AcZEE.MEVT PERMISSION 1S HEREBY GRANTED TO THE APPLICANT AS OWNER, CONTRACTOR AND/OR TFIE AGENT OF ma CONTRACTOR OR OWNER TO CONSTRUCT THE STRUCTURE A DETAILED ON PLANS AND SPECIFICATIONS SUBMITTED TO AND REVIEWED BY THE 11UILDLNGDEPARTMENT. IN CONSIDERATION OF THE ISSUANCE OF THIS PERMS. THE SIGNER. HEREBY AGREES TO COMPLY WITH ALL BUI DL\O CODES AND LAND USE REGULATIONS ADOPTED B GARFIELD COUNTY PURSUANT TO Aurnoury GIVEN E4 30.212D1 CRS AS AMEWFD. THE SIGNER FURTHER AGREES THAT IF THE ABOVE SAID ORDINANCES ARE NOT FULL COMPLIED WITH LN THE LOCATION, ERECTION, CONSTRUCTION AND USE OF THE ABOVE DESCRIBED STRUCTURE, THE PERMIT MAY THEN BE REVOKED BY NOTICE FRO! THE COUNTY AND THAT THEN AND THERE rr SHALL BECOME NULL ANO VOID. TEB ISSUANCE OF A PERMIT BASED UPON PLANS. SPECIFICATIONS AND OTHER DATA SHALL NOT PREVENT TIE BUIII71NG OFFICIAL FROM THEREAFTER REQUIRING T11 CORRECTION OF ERRORS IN SAID PLANS, SPECIFICATIONS ANI) OTHER DATA OR FRO PRSVENT1NO BUILDING OPERATION BEING CARRIED ON THEREUNDER WHEN I VIOLATION OF THIS CODE OR ANY OTHER ORDINANCE OR REGULATION OF THIS JURISDICTION. THE REVIEW OF THE SUBMITTED PIANS AND SPECIFICATIONS AND INSPECTIONS CONDUCTED THEREAFTER DOES NOT CONSTITUTE AN ACCEPTANCE OF AN RESPONSIBILITIES OR LIABILTIIES BY GARFIELD COUNTY FOR ERRORS, OMSSSIONS OR DISCR.EPANCIES. THE RESPONSIBTLTIY FOR THESE EMU AND 1MYL$ME,N7A110 DURING CONSTRUCTIOI+ RESTS SPECIFICALLY WTIH'111E ARCHITECT, DESIGNER, BUIWER AND OWNER. COMMENTS ARE E TTENDED TO BE CONSERVATIVE AND LN SL'PPOR OFTRE OWNERS INTEREST.) O.efm�..003 1 HEREBY ACKNOWLEDGE THAT I HAVE READ AND UNDEPt,STAND TELE AG RE ABOVE. CLNI IAL) '' _ 1(..k.(1 k.0016)--- • 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 occupan use d the issuance of a Certificate of Occupancy for the dwelling under building permit # Signature Date bpcont ti r rob Address GARFIELD COUNTY BUILDING, SANITATION and PLANNING DEPARTMENT 109 Srh. Street, Suite 303 Glenwood Springs, CO 81601(970) 945-8212 ‘co. ej6_ca, No.8454 Nature of Work Builciing Permit Use of Building Owner O,E.m z Contzacto Qr,fjtrtiart � Qj— AmotmtofPermitS Wt)U, 'SC / Date I Clerk �Q foracQ / 1N . sc hoo I lgg3 (J(»oG Car490v Qk N(0 y a) (YYY 40 Sic 40o To • 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 40% or more on 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 on 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", "Approval drawings only", "For permit issuance only" or similar language? Yes No Not necessary for this project 2 4. Is the 1.S.D.S. (Individual Sewage Disposal System) designed, stamped and signed by a Colorado Registered Engineer? Yes _ No Not necessary for this project ✓ 5. Does the site plan indicate the location and direction of the State, County or private road accessing the 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 v- 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 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 Y 11,944e 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 Y 13. Is the wind speed and exposure design included in the plan? Yes ' No Not necessary for this project P 14. Does the building section drawing include size and spacing of floor joists, wall studs, ceiling joists, roof rafters or joists or trusses? 3 Yes 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 No Not necessary for this project 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 existing 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 Il 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 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 k- 20. 20. Does the plan include a window schedule or other verification that windows 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 V No Not necessary for this project 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 1, 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 4 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 projecty 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 'r 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 v No Not necessary for this project 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 application? 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 inspection by the Garfield County Building Department? Yes L/ No 31. Do you understand that approval for design and/or construction changes are required prior to the 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 "Septic System" or "Road Impact" fees required, at the time you pick up your building permit? Yesy No 33. Are you aware that you are required to call for all inspections required under the Uniform Building Code including approval on a final inspection prior to receiving a Certificate of Occupancy and occupancy of the building? Yes v No 5 34. Are you aware that the person signing the Permit Application whether the "Owner", "Agent of the Owner", "General Contractor", "Contractor" or otherwise, signing the application is the party responsible for the project complying with the Uniform Codes? Yes 4/ No 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. Morning inspections must be called in by 12:00 p.m. the day before; afternoon inspections must be called in by 4:00 p.m. the day before. Failure to give twenty-four (24) hour notice for inspections will delay your inspection one (1) day. Inspections are to be called in to 384-5003. 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 at 625-8601. Yes ai No 37. Do you understand that you will be required to hire a State of Colorado Licensed Electrician and Plumber to perform installations and hookups? The license number will be required at time of inspection. Yes v No 38. Are you aware, that on the front of the building permit application you will need to fill in the Parcell Schedule Number for the lot you are applying for this permit on prior to issuance of the building permit? Your attention in this is appreciated. Yes No I hereby acknowledge that I have read, understand, and answered these questions to the best of my ability. SignaturV Date 6 Ranch %Teat Shea Headmaster's. Hausa gel3CKA 6 EJ1,h7L WI p,./2ce1 sae" 2_39331/00012. _39331/O0 rz 690 /q6 oa� P,� L.N� 1 ,v A%/ D:, c�y, - ($5o,gcie.v) FaaAty Hausa rr Skoom Crystai Dormitory 14. it po40 • soder field APPROVED SUBJECT TO NOTED • s IN$PECi" CONN ElU1LDING DF PARTM ,:.64 o2 By A .S QLD COPY NO INSPECTION W NNt PLANS ON MI 'A!R did solar Dormflmy pz� Science Center "\\irlew Faautry Climm. �� Meurer( : .lewetry Eska y�� \ tomer,il Fage Shoo 4014.111..M Colorado Rocky Mountain School Whitaker Buildirq Barn III Gemmel . Adobe Art Building 1111 Faculty House rn X•r+J m u�ntir�rt '1WT tiMnr1H J ppGpl77CRC t, :71 7t /T7 JUZCZ Celt2C1 A Pat -Yin, Inc, Company PACVAN INC DENVER CC1 PAGE 01 2495 S. Has ng Sireet, Indianapolis, IN 46225 immpmdmv 377-797-2024 • 500-546-1050 • FAX 377-797-2040 Fax from Pact -Van Mobile Offices • Modular Buildings • Storage Solutions to: 4 VA Phone: Pax Ocit)—(kia— -cvo 67- Pages 5 Pages 5- tlncfuckng cover} • Comments: Kris krogersnapacvan.com From Fox Dry \- Kris Rogers 303-227-1300 ext. 303-227-0800 Tuesday, April 23, 2002 (oS4 c,o, u.1, GuuL 14;34 J173LLrOtn3d PACVAN INC DENVER CO Pacific Consulting Engineers /150 8e1 Ave. Sute 145 * SyrTlmerr.A. CA 95838 • (916) 564-6028 • Fax (9 f 6) 561.6029 February 6, 1999 Mr. Abby Moreno Minute Man Products, Inc. '305 West King Street Fast Fiat Rock, North Carolina, 28726 Dear Mr. Moreno, PAGE 02 I have reviewed the information contained in the Minute Man Products, Inc, PRODUCTS AND INSTALLATION MANUAL, Revised January, 1999. The products comply with the specifications and load requirements shown on the Minute Man Anchors, Inc-, Engizxeered Tie Down System plans prepared by my office for the states of California, Oregon, Washington, Idaho, Utah, Colorado, Ncvada and Arizona. Sincerely, David A_ Dahmen P.E ;.43ai5 i r a DAVID A. 0 DA4 Evgq.. ed• 46 • 3025715 r.10, OW COOL 14:.74 r.. 44062 Pitt 001.1"1:104 TOP fr002 T .TW. srup w/k4N.2 J0.122/08E10 r sirs NAP w/RxTCLE .442300LT IsUT 60o1 Ammo /:r/• 1.`u J :l'� - • {��SO 4 lam KANN (Troshl) vERTTCAL OR A MDUMAR DIST a LAT104 rs ovila4A% AILGELTILIMEN INSICALIQN_Cat[)CtiO NS 1..22EIZACIEWLWAESIn CHECK rRlsr row Iwo Roun 2. INSTALL EARTH ALNI WTO GER2--I4 GROUND L[AV1kG 12--11" PACVAN INC DENVER CO IN TION DOWNS 4.2.-{ • /-5.C. Ii .../...010,3113 46001 SPLIT 0017 a yJ7 f0Ot3 SZAIter PA(aE @3 17000 or //7T002 T sTCt1 vAAr 1 WWI AM1Y06 promo cog REFI! VER1TCAI. OA ANCUI.AR ImsTALLATIOw rs OPTloMAl. ii"Q`� UT/LaiES. OF SNOT S. PLACE STAMM PLATE NEXT TO SHAFT mmTw><EK TT1E Await AAD CHC4SS15 Raw. ANO DRIVE DRO CROUAID. 4. rIN1SH FURRING AUGER INTO .TKA GROUND AP?LYJNG COHSTJJFT DoviNWARO PRE-aSun& TO 111NflIIE SOit OISTUROA1cE. UWT1L Aur.ER HEAD is FLUS1i 1RTH STAB4JIf2 RAM S. ATTACH STRAPS To Ci4A$S1S ROM W MANNER Za0YR4. 6. W AIGLt Ot SIDE STRAP 13 CILATER THAN kr. STRAP coNHECTION CAN RE MADE MOW AUC1R TO OPPO57Tr caws* DEAN. 7. MEW STRAP THROUGH !PUT DOLT, CUT OFF EXCt!S STRAP AND TIGHTEN Boa UHTTL 'TRAP IS SMU4. QJ -0M for 7' rr. STRAP MRH MOLE *- [� = 0 r sncq OL6 BT JRl�1Ar k - 00704 Aureliaz itir./-16633 11 1, athastaS w�Ne CHICK RBST FOR 1A£D[RGRocsiro num. 2- DRrri STAB0.-X oRjYE TLE oar* II(TO GRoww. S. DRIVE STABIL-x RODS THAOUC}I Mc TURES INTO sok As S$Owa. 4. ATTACH STRAPS TO CHASSIS OWI as MAIRIER SHOWN. s. B' Aktti Or SIDE STRAP is CREAM ?HEN 50. STRAP COIMECTTON CAI 9t MADE F Ow STAdR-X To OPPOSTTS CtIASSiS DEAN. R. IRSERr STRAP THROUG3( SPLIT BOU. CRR OFF Ditt!3 STRAP AND TiOHTr( Bou UNTIE STRAP 13 past, 2UktriA COYWNATIOH Or oirfrws T TTpls OF TSE Down CAN USCG. 'r Mu H/i • )I .f AT Nato NfiONT T� ? 8TT O TALL 507E VIEW3i/s��+ •� ByA3[ Q as+Siyi S'i'RT £`TTnt�rr 1. PLACE =CRCS ANCNOR f?fr0 wtr CoiCKIS. AND ALLow TO PutoREALr CURE. 2. ALTERNATE CONNECTioN REOui*t$ RLBAR PROPtmx fillsoND M tcNCRErf, DIa n'"rlfrfir giaS2 1. CONCRCCIL MAST 8E A 1014W14 S yr TNiat moo 111 0000 CON0m0/L 2- Rre6ThUiJ !1A8 AREA Or EACH AICHOk IS 23 SQUARE [RELY. 2. OR?L4. r1DPER SIZE HOLE IN SLAG, A 1.1Iab4uu Or 11' FROM AIT S10E, 4. O(PAk3 of IOU K 3n- r 3 1/2 H M WIT11/0MA1 2 3/4" 068EDM0N7 AMD 5.100 Rowe) r1LL OUT. 1,160 P 7UNtl4SHEAR. CHASRtn Comagscrow 1 - ATTACH STRAPS TTS LUMBI$ er.W IIA HANKER i 401 J 2. W Am= Of SIDE STRAr IS CRLATLR THAN TIO'. STRAP CI: w[CTION CAN Bt I(ADE runt ANCtIOR To OtP0.mE CI ''34 amt. 3. DESERT 3TPAP TMROUCH SPU? BOLT. CVT orr STRAP AND TTGi1TTN BOLT uxn. STRAP LS SMUG, SIDE TIE 00W AFE RtoUBLD ALOWC 7'NE 0VT.1Ot O.IAssis aEAu5. wD TIE 00W KS ARC tiOGRi6 AT CALK tTNp pORTAOLL SiCT7ON Of THt 114NurAtTURED HCl/£. OPTIONAL PERIMETER 20-30 PSF ROOF LL 1000 PSF SOIL BEARING SPACING 3'-0"0.C. SEE PERUIETLR JACK ACCESSC4re STRUCTURAL SUPPORT PLAN FOR QrrAJLS s. 14 1 , %i t 1� SRX viEW [NO 'LIBM END Tt£ DOIIN .7:10TF4ENO iiE Dolton CAN DE LOCATED wTTtUH 1I" or MD st2C Or O44s$5 OFAiM AXIS. ACK SPACING AND UPPORT SCHEDULE / 40--60 PSF ROOF LL 1000 PSF SOIL BEARING SPACING S' -0-0.C. SEE PERDdETER .LICK Acc sort STRUCTURAL SUPPORT PtAI FOR DETAILS 80 PSF ROOF LL 1000 PSF SOIL 9EARING SPACING 4'-O.O.C. SEE PE/MATER JACK ACCESSORT STRUCTURAL SUPPORT PLAN POR DETAILS As PAC =-MiT+4A1.44104 M11UUAL. cror uut 4OOL 14: ,y4 ..P1 22 /O898 PACVAN INC DENVER CO FOUNDATIONij SAC INDUSTRIES MANUFACTURED HOME PERMANENT FOYTNDATIO •GENERAL *WIND LOAD 7. i00 MF14 EXPOSURE -C" *SEISMIC ZONE 4 * FLOOR UVE L D -F oPSF * ROOF LIVE LOAD --20- • /t0PSF/8 SF *SOIL BEARING--1.000PSF 1. THE DESIGN LOAOS SHALL BE CONSISTANT WITH ROOF LIVE LOAD, a LOAD, AND SEISMIC ZONE AS ESTABILl5HED FOR PERMANENT BUILERNGS WITHIN A SPECIFIC LOCAL AREA. 2. THIS PERMANENT FOUNDATION PLAN 15 DESIGNED PER 1994 UNIFORM BUILDING CODE. AND 1S TO BE USEb WITH ALL STANDARD CHASSIS MANUFACTURED if0UES. 3. THIS FOUNDATION IS FoR PLACING MANUFACTURED HOMES C0N5TRUCTED WITH CROSS OR LONGITUDINAL FLOOR ,JOISTS. 4. THIS FOUNDATION PLAN 15 DESIGNED TO 9E CONSTRUCTED ON A FAIRLY' LEVEL SITE WITH NO EXISTING 501L PROBLEMS. 5. FOUNDATION PADS OR CONCRETE F00fNGS FOR MATING LINE SUPPORTS SHALL BE LOCATED ANO SIZED FOR THE LOAM AS 5HOWN IN THE MANUFACTURED 11014E INSTALLATION INSTRUCTIONS. 6. CARRY ALL CONCRETE FOOTING'S DOWN To NW, UNDISTURBED SOIL. FOOTINGS SHALL EXTEND BELOW PREVAILING FROST UNE WHERE REQUIRED BY L0CAL ANO STATE ORDINANCES AND coLES. FOOTINGS ARC DESIGNED FOR 1,000 PSF TOTAL SOIL BEARING PRESSURE AND SHALL 8E COMPATIBLE WITH LOCAL SOIL CONDJTYQNS. *CONCRETE = 2,000 P51 A 28 DAYS 7, rN AREAS WHERE 01FFERENTIAL SETTLEMENT (0.5.) CAN OCCLIRJ, THE MANUFACTURED HOME SHALL 8E READJUSTED WHEN (DS.) EkCEEDS 1/4", OR WHEN IT ADVERSELY AFFECTS THE UMTS. 8. *STRUCTURAL STEEL *FABRICATE ACCORDING TO 1966 AJSC SPECS. *WELD ACcoRDINC TO 1990 AWS SPECS- *ELECTRODES E70 *801.15 SAE GR. 5 ASTA1 A149, ASTM A325 *112 SUS TO 8E 12-24 x 7/8. HCX +LEAD TEKS/4 BY B111LDEX OR EQUIVALENT, 9. PIERS SHALL SE CCAT£D MTN RUST RESISTANT COATING. AN0 SHALL 8E LISTED ANO LABELED FOR THE FOLLOWING LOAD: *VERTICAL 6.000 LOS. MAXIMUM 10. TIE DOWNS SHALL BE COATED WITH RUST RESISTANT COATING. AND SHAH BE TESTED FOR THE FOLLowING LOAD: *4.750 LBS. MINIuuM TOTAL. LOAD CAPACITY * 3,130 L8S. WORKING LOAD CAPACITY STRAPS SHALL MEET FEDERAL SPECIFICATION QQ-5-7814 FOR T'P1: 1, CLASS B. GRADE 1 STRAPPING -- 1 1/4-x .035 ZINC PLATED FOR THE FOLLOWING LOAD: * LATERIAL = 3,130 L.85. MAxIMUM 11. UNDER FLOOR VENTILATION OPENINGS IN 8E NOT LE53 THAN ONE SQUARE FOOT 12. IjQITCE Zo Cor RAC 'OP iT I5 THE VERIFY DIMENSIONS LE ACTUAL WIDTH MATING UNE SUPPORT LOCATIONS WHERE EXTERIOR PERWETER ENCLOSURE WALLS SHALL FOR EACH 150 SQUARE FOOT OF FLOOR AREA. FOUNDATION CONTRACTORS RESPoNSISJUTY TO AND LENGTH OF UNIT. CHASSIS SPACING AND APPUCABLE BEFORE CONSTRUCTNC FOUNDATION, STATE APPROVAL ccubaS+ ncet army, 4..Atfu A SAParx we . s!'CrrOrt 'us P P R O v E D sLitsecrtoc cr . oran *stirred do.. wr u.a,,.;-.e aropprrAt .nr orgews, « nview.r..., a. vaccb,T'. Sqte,.....d . �.440kpC S•aa Corrhrlia 0r3+..••e.h w rssr. -g or..1Co.Ammily per.+ .,tet•,., or A+srAN,7mAs Date A NO. SAC INDUSTRIES, INC. 1324--A EAST BEAMER 5T, WOODLAND. CA. 95778 PH: (800) 771-3055 PAGE 04 N PACIFIC C0NSU1.1Nc ENGINEERS 2150 BELL AVE. SU'TC 145 SACRAMENTO, CA. 95836 P14: (918) 564-6028 ..., ...�.� . •.. 4 ,elaccrrant, CWA.S+s (12) 1/.' LAC BOLTS_ •.Ooo rovryo sac WO. ATt, (�) I/4. IAO alms e,0ao LD. PO PLt"Ooo P40 NOTE; PACVAN INC DENVER CO CHASSIS SUPPORT " OVE GRADE" DETAIL A 1.'I'9EAY 4 BOLT -ON TOP OCTAL L5 SHORN AJOntn, ON'C'OeRFC CUA.SSts, USL: /40aS PIER TOP AS SHOWN Ni OETAIL. 3, ATTACH PIER TO P/r PLYw000 PAZ vstmo (4) I/4' LAG BOLTS. AIT T SCILF,VIE ALTEIIwTt cm:PETE i00T11 3 CAN BE USED rN PLACE or 30': 32' pLYW00D PAD {D 30+x sz+z 12 MRCIt$TE ?ODTTWQ COY POORLv-w,p CO1CaET! SLAB ▪ cGxrmOus CONCSIZTO RIMING 04034 Ittui .0a0 PCW SAC M. Ina • gui-ON _TOP D IL svoGESTED A'TTACIMENTs: Q ATTAoI IGLT-ON TO TO -I' JEW TO O DEa((3 440 1 (4) 112 S t(L saris Mr 2s4 3/4' FM. ATTA01 Roll -OMI Taro►nL frHASS.JS SUPPORT "BELOW gRADE" DETAIL t "��d ElRFC z_&K CHASSIS DETAIL SUG Esrlrp ATCACEEMEN7S: W Arcot 14007 TOP TO'rJ(AAt A7� CD WC u/4' HOt ATT4 I /yp0 PAGE 95 NOMINAL A' PQU t0 -IH -PLACE COHCAETE SLAB IOOTTNC wrTN 10 a. r<'s 6- Wfl4ED Wt1rQ w(t.Sll OR EQUIVALENT GROUND U$F —r M w rr` - - - war---- mm ---- NATtic IA to. KB NA:) L (a) '/4JOLTS (2) 3/e HiN. (DEEP COWu1Y SPACED CONTROL JOINTS baHMIJI NOAHHAL t' CGNT1NU0LJs OONEREIE f00T w/tO co. bs6' WELDED WIRE MALI 0R EQUIVALJjq MATENG LINE SUPPORT AELTAIL2 ' ^`•! a- —(Ta 1st LA. Sot 4.4 L' 1.0S. ' WOOD Poo (2) w E< !et (121 t/r LAR bus 1g4XO1a Log cAW,ry..� (12) t/4_ LAC WTI e.000 P1t Plfw000 no (2) 24 AA sloe COCO MUM SAC M0. PIM CO t/4' taw DOLTS DATING LINE SUPPORT LOCATIQN DOUBLE RIDE 33- U1dt R: ,;(. ti L = L.OAO 0 = DISTANCE NOTE: 1. FOR LOADS rN EYCEsS OF L000 MAWS. US( pOUB{ MRS WITH DOODLE PIER PADS_ • FOR LOADS rN EXCESS OF 12.000 POUNDS, LIE TRIPLE PILRS wrTN TRIPLE PIER PADS. 3. 1F HECTIC OF PrER 15 CAPABLE OF REACNIHC 'WING UNE. + Inc PIER ONLY. IF NOT, US[ CA Q- I.O.F. WOOD POST. L CONSULT HANUTACTURES SET-UP INSTRUCriow$ FOR EATING L1N LOADS AND LOc/TKOMMS. S. MATING UNE PAD CAN RUN E3T)4ER PARAU.ZL OR PERPP.NOrCULAR TO MATING UNE. 111111_, 11.E 4 !�!.�rr•�ww ::. rmrrrrrrr IN TRIPLE YfiDE YfY1 41 RUR NM a UW 22 Assessor's Parcel No O z rn m mc c c 'c as c • L 1 trl . a o 1 1 f RMIT CARD W fn en en CD410 cc INSPECTIONS `w c 0 U c 0 0 U L 0 d 0 (continue on back) H O C DI O 3 U) ui u- 4 O 0) a E 3 0) a c c E c— a O �f LC Ire re °' E c o L Cn Cw c